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2595 MAYPORT RD - CIVAL PARKING LOT FLEET LANDING DRAWINGSLEGEND Area to be Cleared Preserve Area Not To Be Cleared P.C. Y l Lp0 U c rc) ASPHALT EXHIBIT F 2 5 0 0 ASPHALT ^, I C A, i t DRIVE O.R.V. 6287, ® �,.,� �� i PAGE 192 "� — — Pro ert Bounda I — — ASPHALT DRIVE _ a-_______ 1 -- ------ — EXHIBIT "C' Adjacent Property Drive within -- I O.R.V. 6287, PAGE 1 8 & Property ASPHALT - EXHIBIT "D", PARCEL "B" O.R.V. 627, PAGE 4 VIA EAsement o R.V. 6287, PAGE 192 �� _ ....._ - i 2" PINE 2 I _ _ "" ..... w 50• CONCRETE PAD WITH ,Immnmm """"� -- - - - o-rrTRIC TRANSFORMIFP AR T1 LM "RED P �,��_. --;, _» 5 PALM WM 00 — — I "OAS �" B 25 '6 wM r—== r I �_<J Nii N oF �4 X s•�MT TUP Existing Surveyed Tree OTypical Protected Tree to be Removed � See Sheet TR -1 for Calculations. Typical Protected Tree to be Remain Provide Tree Protection Barricade Per Detail This Sheet I Barrier to be in Place Before Clearing Begins. Tree'i ��Protection Barricade See Detail This heet x Typic I ll Non- Protected Tree to be Removed �c Exteri r Zone Tree Removed, Requires Mitigation Note All Other Trees Interior Zone Typical Preserve Tree for Site Requirement I' I l nvas we Tree To Be Removed Q # me. ` N M a d CL J 1 L -oak (Cluster) TORCYCLE Ld $ Q_ Q w X Q m U 13 t.o o Q_®N 3 v Pinus Taeda F- WN(0 (o pq o 00 «, > 14 2 N _.,_._ _�_ , 3 7, �C WW Pinus Taeda n \` ' i>> 6 O c� 11 X 0 Pine Pinus Taeda 15 y.., F- W X 8 Oak _ 13 ELEVA X 9 Oak Quercus Virginianna 11 X 10 Oak Quercus Virginianna 11 X 11 Oak Quercus Virginianna 10 X Quercus Virginianna 11 X 12 Oak 13 Pine Pinus Taeda 15 X 14 Pine Pinus Taeda 12 71 all 15 Oak Quercus Virginianna 13 O r mlu Z = �o Lli Y o UJ J I' - UJ rr U z _ O 4,• i � W BIT "D", PAROL "A» M 0. V. 6287, PAGE 1-02 ASPHALT cyl �6" P STOP Elm DNE. — r L INGISS EGRESS 50, EASEMENT ( CIPRorALSTOP) ® X X —x x__ -x x 0 m EXHIBIT "E" 2OAK O.R.V. 6287, PAGE 192 x ` 17 1 " PINE x • " PINE 16 D " BAY x � i" CHERRY 18" PIN • _\ x` t 1 ! X 14 P! p x 13i5" F 1 " OAK x r 2" OAK 2„ c x � 9 „ G 1 13 0 X1 x o OAK PALM r 6" OAK 4 �1 „ 12" 0 I ---X X X X-, _x._._--��X SGA 5" Elm ® 08 PINE 18" CITY STANDARD r ¢18" CITY STANDARD CURB & GUTTER C7 x wyD4 AUL — — x — X. --------X -- _- X--- X-- - X�»� -- x x X X x C4 WV -.._----s-- --� - X x x. X - �— --- ---- ------------- — —fix 7; n---- .. CONCRETE PARKING I CPP GA 01 cr GA w AB Tree Removal Calculation FLEET LANDING Maintenance Parking Expansion A r% 1 A A 4J1LViLV k U, rt+GV I { v Original Survey Trees Tree Number Common Name Species Name Size in inches MLT- inches Landscape Removed 1 L -oak (Cluster) Quercus Virginianna 16,16,12,14 58 Tf" L < X 2 Pine Pinus Taeda 13 t.o C Q_®N 3 oR Pinus Taeda F- �. pq X 00 Pine .: 10 14 2 N _.,_._ _�_ , 3 7, 5 WW Pinus Taeda n \` ' i>> 6 O Quercus Virginianna 11 5" Elm ® 08 PINE 18" CITY STANDARD r ¢18" CITY STANDARD CURB & GUTTER C7 x wyD4 AUL — — x — X. --------X -- _- X--- X-- - X�»� -- x x X X x C4 WV -.._----s-- --� - X x x. X - �— --- ---- ------------- — —fix 7; n---- .. CONCRETE PARKING I CPP GA 01 cr GA w AB Tree Removal Calculation FLEET LANDING Maintenance Parking Expansion A r% 1 A A 4J1LViLV k U, rt+GV I { v Original Survey Trees Tree Number Common Name Species Name Size in inches MLT- inches Landscape Removed 1 L -oak (Cluster) Quercus Virginianna 16,16,12,14 58 Tf" L < X 2 Pine Pinus Taeda 13 t.o C X 3 Pine Pinus Taeda 16 �. - X 4 Pine Pinus Taeda 14 A, �o 5 Pine Pinus Taeda 18 LOa) ' X 6 L -Oak Quercus Virginianna 11 X 7 Pine Pinus Taeda 15 APF X 8 Oak Quercus Virginianna 13 ELEVA X 9 Oak Quercus Virginianna 11 X 10 Oak Quercus Virginianna 11 X 11 Oak Quercus Virginianna 10 X Quercus Virginianna 11 X 12 Oak 13 Pine Pinus Taeda 15 X 14 Pine Pinus Taeda 12 X 15 Oak Quercus Virginianna 13 X Pinus Taeda 10 X 16 Bay Pinus Taeda 11 X 17 Pine 18 Pine Pinus Taeda 13 X 19 Pine Pinus Taeda 15 X 20 pine Pinus Taeda 12 X 21 Pine Pinus Taeda 17 X 22 Pine Pinus Taeda 18 X Pinus Taeda 18 X 23 Pine 24 L -Oak Quercus Virginianna 16 X 25 Palm Sabal Palmetto 14 X 26 Palm Sabal Palmetto 14 X 5 X A Elm 5 X B Elm Sub Totals 341 58 10 Total Inches Removed 399 Inches Mitigation Req'd 1:2 (50%) 200 Inches Mitigation Provided: 203 Inches New Plantings 198 Inches Preserve5 Inches Mitigation` Bank Req'd 0 llnches TREE REMOVAL DOTES: p � `'` �,'' � �z � �� 0 ' 1• Tree survey, including property lines, legal description, existing utilities, site topography with spot elevations, outstanding physical features and existing structure locations was ASPHALT ASPHALT PARKING cn w 'D DER o w a ® o provided by the Engineer. 6" HEA E 0.6CURB - T S I 2. Burke Design Inc. will not be held responsible ' � for the accuracy of survey or for design errors or omissions resulting from survey inaccuracies. i• ( g 8 3. All phases of site work for this project shall meet or exceed City of Atlantic Beach land clearing N PI PE� /Ci `! (174.95 IF ON" -'IPE IR .,� specifications FENC —x x-- _, - -- OP 4. - � DR STORAGE YARD The general contractor will be held solely responsible for and shall take all precautions necessary to MonsonCURB avoid property damage to adjacent properties during the construction phases of this project. �-•.- - �' •`� • 5. The general contractor shall install all tree protection barricades prior to beginning any clearing, a d • i r , `� j°►y �'.` and will be held responsiable for any over clearing or removal of protected tree, shown to be preserved.. L - - d - - t �'4 5• For boundary, roadway and building geometry information see engineering site plan. It is the Contractor's responsibility to verify that the building dimensions shown on the tree removal plans agrees with the dimensions L �''_ S4 14 .... I I" :�E-1 shown on the engineering plans. If any dimensions do not agree, the engineer and owner shall be d 4 rd 1 it, I' c .k A• :•. ". a ' _ notified and the dimensions adjusted prior to commencing with construction. �• 'I. v 'I a' q. 1 Q I • �J LA. _ -1 L - - p• .' ; " (-� 7. The contractor shall notify all utility companies prior to construction for verification ' ' -- --� and location of all utilities. , 8. Contractor shall verify and protect all existing trees and natural vegetation that are to remain undisturbed. The areas indicated for construction shall be cleared and grubbed to remove all roots and miscellaneous vegetation except specific trees that shall be protected from damage during construction with the use of tree barriers. Trees to be preserved are identified on these plans, contractor shall verify before the start of construction. M LIIT OF WAREA t 9. All work shall be performed in a safe manner. All safety rules and guidelines of OSHA shall be followed. The = < •,Y .: , Contractor shall be solely responsible for any inries of his employees, and any damage to private property or persons during the course of this project. All costs associated with complying with OSHA regulations and the Florida Trench Safety Act must be included in the Contractors bid • 10. The Contractor shall be responsible for obtaining all necessary permits and insurance required for the project, incl. �• , -` FDOT or City of JAcksonville Right -Of -Way permits for work in the County right-of-way or easement. ,. •..•. � � 4 < .�• 11. The Contractor shall coordinate the work within County or State Right -Of -Way with the proper agencies for maintenance I of traffic and method of construction and repair, 1 " OAK I OAK nau OAKI t fl, ELE _ x x _,_.-.� --- - -x—x x -X x �..- - -- X x X--^= X---- =•-X - X x x _-'�-'-X -x x X ----------••- X X X - X x' CH, IN Ll 1 K FE ��} IRON PI 'E TO IRON PIPE) CONCRETE PARKING -/'5 o 5 8.9 6' Viv Cali Before You Dl PER ATLANTIC BEACH CODE Rigid Waterproof Sign, 1 per every 15 LF of fence. Sign shall contain following words. TREE PROTECTION ZONE (TPZ) No grade change, storage of materials, vehicles or equipment is permitted within this TPZ. This tree protection barrier must not be removed without written authorization of the City of Atlantic Beach. For information, call, 904-247-5800 �8' O.C. 00% OF DRIPLINE, 2'X4' RAILS 2'X4' POSTS ORANGE COPOLYMER BARRIER FENCE FASTENED TO POSTS & RAIL TREE BARRIER DETAIL NOT TO SCALE TDCE 'LINE :NCE txis in main en nue�«:;�r , co d IN FEET 01 10' t`7 . Complex Tf" L < L J �E M 1 1.1 A rn U_ t.o C C'i a) M d •� �. - F.F.-13.50 +' P& �.. mQ A, �o r - N da 4 v LOa) ' D . L• I !; APF Born ELEVA a \ fl, ELE _ x x _,_.-.� --- - -x—x x -X x �..- - -- X x X--^= X---- =•-X - X x x _-'�-'-X -x x X ----------••- X X X - X x' CH, IN Ll 1 K FE ��} IRON PI 'E TO IRON PIPE) CONCRETE PARKING -/'5 o 5 8.9 6' Viv Cali Before You Dl PER ATLANTIC BEACH CODE Rigid Waterproof Sign, 1 per every 15 LF of fence. Sign shall contain following words. TREE PROTECTION ZONE (TPZ) No grade change, storage of materials, vehicles or equipment is permitted within this TPZ. This tree protection barrier must not be removed without written authorization of the City of Atlantic Beach. For information, call, 904-247-5800 �8' O.C. 00% OF DRIPLINE, 2'X4' RAILS 2'X4' POSTS ORANGE COPOLYMER BARRIER FENCE FASTENED TO POSTS & RAIL TREE BARRIER DETAIL NOT TO SCALE TDCE 'LINE :NCE W—T—E V co SCALE IN FEET 01 10' t`7 LL 0 y L J �E M 0. pr rn U_ C C'i a) M a) �w ,U-) mQ A, �o r - N da LOa) D W—T—E �S} SCALE IN FEET 01 10' 20 40' ►i STATE OF FLORIDA: LA 1260 THIS DRAWING IS AN INSTRUMENT OF SERVICE AND IS THE PROPERTY OF B.BURKE & ASSOCIATES INC- AND IT SHALL NEVER BE REPRODUCED N WHOLE OR IN PART WITHOUT THE EXPRESS WRITTEN PERMISSION OF B-BURKE & ASSOCIATES INC. DRAWN BY: CN CHECKED BY: BB PLOT DATE: August 24 , 2013 REVISIONS I SCALE: 1"=20' PROJECT NO: 13-295.05 LS AB PERMIT SET P ll.l.C. w � Li Q) W ! t Q Cpl Cy LP R a _ T � Q.. t!) Q UJ25050 ASPHALT EXHIBIT "F" 3 9, Commercial Use 01 7 IQ DRIVE PAGE 19.E " �"" L,,, _ _ ASPHALT DRIVE — — € �+ o I 20 -MGH — -� EXHIBIT " �", *Y a — —a -fin}— — ,. „ „ 3 Gallon O.R.V. 6287, PA IE 178 & Q1 U Q --- -- -" _ EXHIBIT 6 Bi,PPAGELI9 (- ) O.P.V. 627, PA 184 ` ,� 2-UAI.D . 1 1 I� _ a cn G s50' _. •_ . ° -- a i' M co - '.' ulchU J0 W -_ �,. . CLE m Q Q q LAJcl�XN 3-V0 i zLJJ .... (3-Gallon)20-MGH- ID-°V0 Gallon} 4.... �.. 3 -SP I• . g0 -SB (CL -T As Shown } 4. ; 25 -MG — anon 3- a G 3O (3 -Gallon) ! Mulc 15„ j50' a U v ASPHALT Cy Cc LL -° �- wv. o U, STOP --- -� w DNE. — —------- 30 -MGH I Ln ifl Lou O w I -- PLANT SCHEDULE: Fleet Maintenance Parking Expansion C: 8J24I2418, Rev 1D-10-18 Quan 8, Symbol Native Non -Native Botanical Name Common Name Specifications Tree Calulations � a EASEMENT ( GIP Trees: Florida #1 or Better Notes Shade other UA 34,150 X Ulmus americana " Floridana' Florida Elm 4.5" Cal.' 18'-20' Ht. 9' Spr. 36 9 PE X Pinus ellioti Slash Pine 4"caL.,10' Ht. 36 42 7 QV -A X Quercus virginiana Live oak 6" Cal.' 18'-20' Ht. 9' Spr. 84 6 gp X Sabal palmetto Sabal Palm 14" Cal., 10' Clear trunk,Boated 120 2,621 m ® EXHIBIT "E" 2 Sub -Total Inches 78 26,210 7 19 TOTAL INCHES 198 Maryport Road o Shrubs: Florida #1 or Better X 9 SR X Serenoa Reoens Saw Palmetto 3 Gal 2'x 2', Space as Shown 4 28 VO X Viburnum suspensum Viburnum 3 Gal 2' x 2', 4' o.c. J 1814 Groundcovers: Florida #1 or Better 1 i 84 45 MGH -A X Muhlenbergia capiilaris Mughly Grass 3 Gal 2' x 2' Full 3'o.c. 100 MGH X Muhlenbergia capillaris Mughly Grass 1 Gal V x1' full To.c. X 350 SB X Spartina baked Cord Grass 1 Gal 1'x1' Full To.c. South (Com) Per PlanMulch Linear Footage FCypress Mulch Required �I ¢ W = �-- VU 18» INE .840 END OF FORM 215 1,075 !>4 WATER VALVE -� 0 0 LJJ CK vol- 0 Q) 110 0 1, �2rp - � 7 � o o 9 -PE ASPHALT .� 0 o Y � 0 Pro ert Bounda '®� ; . -/ CJ Adjacent Property Drive within Property ASPHALT.. VIA EAsement0 COMMUNITY S DEVELOP NT APPROVi= LM 1 \ i 1 0 I'll, Mulch e �0� N 4 •' i� � 6�SFME- tcTF� • 30-G H �l- �, tiT T,0 I _ VA ......_r. - --� e vZ\ WN > .Z o \ on Commercial Use Q \ \ —p `zW I. ASPHALT PARKIN 1 =� lD I \ \ LL J ,, ASPHALT RKN \ x ®� p \ LU 60 J HEADER ` Cl; \ e \ 9-V R 6' CURB x, r S e .a, 10 e A• v� O E ° - / e N 8o �� Q _ / i t: . O f t" '---------- - FENCE � � x ,_,_. ._. ___._-.------ -- \ \• _ y _ X _ _X—)(_X i — �----- — - e F. URB STORAGE YARD \-.A � \ O h 0 ? A 93 \ ®TO e a /s 1 NIGH..' d 'Q l_ Ja la - ' L� E] \ \ 7 • . l - I :_ 20_MGH 2 -UA �o , v\ 3-SPa (CL -T As Shown e o \-� e 0 T OF WORK AREA P .4 }�....a �tD LiMI\ \ � e O 7' \ \ �' \ \ Existin Maintenance_ :4 O...... Q m ° Exlsaing Trees to Remain I,Oil K 0 X • 12' OAKLU 2,QV=A a J 1151 3 x _ 011LU I UJ 60 -SB I I o �' • 10' OAK --(3--Gallon) h LU - x 18 PALM0 16" AK ,(:TT --o j 14" INE 1 OAK 1 X __-x x x ---. A X 29 CPP ® xis A Mulch x 18" CITY STANDARD a o / o `, I / LUQ ° <t CL �\ 18" CITY' STANDARD C ¢ CURB & GUTTER Q I WV N VAUL x _. .. ----X — x — —_,�x _ I _ x x x x x _ M WV ° i I CONCRETE PARKING mer( Call Bef yore Y Dig CPP 1 r ` j GA UJ � I L }' A Complex e rS c ,• 1 e / LANDSCAPE CODE COMPLIENCE DATA: Fleet Landing Maintenance Complex Atlantic Beach, Florida n . 1 n A 10 _ X x x--;: ------- — CHAIN' LIN`C FENCE 489.96 SRC IPE I 1__W1 S8801 7 5u, tial Use REQUIREMENTS C: INGFf_SS EGRESS _C -A N Minimum Tree Requirement Parcel Size SF � a EASEMENT ( GIP Trees Provided Notes I � 34,150 SMP _ CWE. ` �y o —x- _ J p x e -- x 19 New Plantings Per 8000SF Parcel Area, less ponds & Preserve Q� LU � x a(__ ---x :5 � Interior Vehicular Use Area Requirements VUA Area T_ ° JO " Provided mo UCD 10% Landscape Area M C CV 26,210 2,621 m ® EXHIBIT "E" 2 1 tree Per 4000 SF Area CS 26,210 7 19 " O.R.V. 6287, PAGE 192 Maryport Road o X S -QV -A a 2 -UA Linear Footage Required 4 100' 84 J 1814 VUA Screen- 75% Min Ht 3' 1 i 84 a 780 �•-- • 18" PINE 84 3.361 41 J" X North (Corn) o South (Com) ! 21 ' CHERRY Linear Footage Required �I ¢ W = �-- VU 18» INE .840 -------- 215 1,075 1740 108 540 1225 1 Tree per 50 LF ROW (-Gallon) 215 , v\ 3-SPa (CL -T As Shown e o \-� e 0 T OF WORK AREA P .4 }�....a �tD LiMI\ \ � e O 7' \ \ �' \ \ Existin Maintenance_ :4 O...... Q m ° Exlsaing Trees to Remain I,Oil K 0 X • 12' OAKLU 2,QV=A a J 1151 3 x _ 011LU I UJ 60 -SB I I o �' • 10' OAK --(3--Gallon) h LU - x 18 PALM0 16" AK ,(:TT --o j 14" INE 1 OAK 1 X __-x x x ---. A X 29 CPP ® xis A Mulch x 18" CITY STANDARD a o / o `, I / LUQ ° <t CL �\ 18" CITY' STANDARD C ¢ CURB & GUTTER Q I WV N VAUL x _. .. ----X — x — —_,�x _ I _ x x x x x _ M WV ° i I CONCRETE PARKING mer( Call Bef yore Y Dig CPP 1 r ` j GA UJ � I L }' A Complex e rS c ,• 1 e / LANDSCAPE CODE COMPLIENCE DATA: Fleet Landing Maintenance Complex Atlantic Beach, Florida n . 1 n A 10 _ X x x--;: ------- — CHAIN' LIN`C FENCE 489.96 SRC IPE I 1__W1 S8801 7 5u, tial Use REQUIREMENTS C: M _C -A N Minimum Tree Requirement Parcel Size SF � a Trees Required Trees Provided Notes Commercial Use: 1-4" Caliper Tree (New or Preserved) � 34,150 5 19 New Plantings Per 8000SF Parcel Area, less ponds & Preserve Q� M � Interior Vehicular Use Area Requirements VUA Area Required Provided mo UCD 10% Landscape Area M C CV 26,210 2,621 7,940 1 tree Per 4000 SF Area CS 26,210 7 19 Maryport Road Perimeter Landscape Requirements ROW Linear Footage Required Provided 10 SF Per LF of ROW Frontage 84 840 1814 VUA Screen- 75% Min Ht 3' 84 630 780 1 Tree per 25 LF ROW 84 3.361 41 J North (Corn) South (Com) Perimeter Landscape Requirements Adjacent Lots Linear Footage Required Provided Linear Footage Required Provided 5 SF Per LF of Frontage 215 1,075 1740 108 540 1225 1 Tree per 50 LF ROW 215 4 12 108 2 3 Incompatible Use Buffer Not Applicable Not Applicable (3 a C: M _C -A N V C''1 � a J U_ Q J � UC M Ch Q� M � Uni v � •� w U) -ar > 'n mo UCD M C CV Q O Lr)rn CS N \,.�S� SCALE IN FEET 0' 10' 20' 40' C CnO H � Q X w C � Y d FNE""IC: U W` a r� 9 STATE OF FLORIDA: LA 1260 THIS DRAWING IS AN INSTRUMENT OF SERVICE AND 15 THE PROPERTY OF B.BURKE & ASSOCIATES INC. AND IT SHALL NEVER BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE EXPRESS WRITTEN PERMISSION OF B.BURKE & ASSOCIATES INC. DRAWN BY: CN CHECKED BY: BB PLOT DATE: August 24, 2018 REVISIONS 1 10/4/18 COAB Comments 2 10/10/1 COAB Add Hedge SCALE: 1 11=20' PROJECT NO: 13-295.05 LS -2 PERMIT SET 1��----{- 1 H 10 2 tt Y • ' w Q- 3 i Q �.5 mea J 19 19 I CLE EE i ✓ CO 00 F4 ► j �`I A z a _ + ca 1i> I 1314 , I C5 i ...3 " II .. 15H ' o f4 A c>r 4 Q 9 19 Q I314 Q 50 ASPHALT 12H I .. f I 1 J I w z co UCr- oa. L UJ 0= U ASPHALT Pr ert Bounda Adjacent Property Drive within Property ASPHALT VIA EAsement 1_.. 2H /4 " 20 L 0 I Q1 114" go 2H ..- ; 0 - Lv 7MCLc .00 S Li S IS 314" Yj S11 S ' 10.6' w FENCL _._ - IJ IJ .:,. 414 F4 - l I, t I: 4 •k I NOZZLE Lu P.C. SPAC o 4 EXCEPT THE WATERING TIMES ALLOWED ARE INSUFFICIENT FOR LOCAL SOIL F RAINBIRD 15F 30 LL1 15' 15' 1.61NCHES/HOUR chi a ta RAINBIRD j 30 J 3 Ii 15' U UJ °' o 1.6 INCHES' 'HOUR "DESIGNER IS NOT RESPONSIBLE FOR ANY LANDSCAPE MATERIAL LOST H a 15H 30 w 4 U ca m 1.6 INCHES/HOUR V. U Q RAINBIRD 15Q 30 1.0 I UJ 1.6 INCHES/HOUR 1 1/2" PER WEEK (3 DAYS PER WEEK) DURING MAY THROUGH AUGUST A II 15A 3 � ' zo CPP LP 15' W � F- 1.6 INCHES/HOUR 1" PER WEEK (2 DAYS PER WEEK) IN MARCH, APRIL: SEPTEMBER, AND OCTOBER 9 RAINBIRD 9SST U z v 9'x18' 0 u i N W RAINBIRD 4SST 30 1.2 4'x30' 15' 1.4 INCHES/HOUR 1/2 INCH PER WEEK (1 DAY PER WEEK) FROM NOVEMBER THROUGH FEBRUARY C RAINBIRD p 30 1.2 4'x30' 15' 1.41NCHES/HOUR E RAINBIRD rr 30 0.6 4'x15' 15' 1.41NCHES/HOUR 12F RAINBIRD 12F 30 2.6 12' 12' 1.7 INCHES/HOUR 12TQ RAINBIRD 12TQ 30 2.0 12' 12' 1,71NCHES/HOUR 12H RAINBIRD CL 30 i.3 12' 12' 1.71NCHES/HOUR - . 12Q RAINBIRD 12Q 30 0.7 12' 12' 1.7 INCHES/HOUR 12A L 50' 12A 30 - U 12' 1,71NCHES/HOUR UJ z ASPHALT O I EXHIBIT "F"N O.R.V. 6287, 8~) 0 _7' �) cc 50 E ' 250-00 30 1.6 10' 10' na DRIVE o PAGE 192 o "I / 10H RAINBIRD 10H 30 0.8 W 10' 1.5 INCHES/HOUR ASPHALT DRIVE _ - - 10T RAINBIRD 10T v 0,6 10' 10' 1.51NCHES/HOUR EXHIBIT "C" 10Q RAINBIRD 10Q EXHIBIT °'D", PARCEL "B" °" 1 OH 10H 10H 10H 10 i O.R.V. 6287, PAGE 178 & l OH �' 09". '. Flo 1.51NCHES/HOUR WANG 8F RAINBIRD a R.V.PAS }M � 30 1.6 81 8' - o�op� a 8H RAINBIRD IE, S , 0.8 8' 8' 8Q RAINBIRD 8Q 30 0.4 :_. - ryll A - F 1��----{- 1 H 10 2 tt Y • ' w Q- 3 i Q �.5 mea J 19 19 I CLE EE i ✓ CO 00 F4 ► j �`I A z a _ + ca 1i> I 1314 , I C5 i ...3 " II .. 15H ' o f4 A c>r 4 Q 9 19 Q I314 Q 50 ASPHALT 12H I .. f I 1 J I w z co UCr- oa. L UJ 0= U ASPHALT Pr ert Bounda Adjacent Property Drive within Property ASPHALT VIA EAsement 1_.. 2H /4 " 20 L 0 I Q1 114" go 2H ..- ; 0 - Lv 7MCLc .00 S Li S IS 314" Yj S11 S ' 10.6' w FENCL _._ - IJ IJ .:,. 414 F4 - l I, t I: 4 •k I NOZZLE Lu I I SPAC o 4 EXCEPT THE WATERING TIMES ALLOWED ARE INSUFFICIENT FOR LOCAL SOIL F RAINBIRD 15F 30 3.7 15' 15' 1.61NCHES/HOUR chi a ta RAINBIRD 15TQ 30 CL 15' U UJ °' o 1.6 INCHES' 'HOUR "DESIGNER IS NOT RESPONSIBLE FOR ANY LANDSCAPE MATERIAL LOST H a 15H 30 1.7 U ca m 1.6 INCHES/HOUR V. U Q RAINBIRD 15Q 30 1.0 15' UJ 1.6 INCHES/HOUR 1 1/2" PER WEEK (3 DAYS PER WEEK) DURING MAY THROUGH AUGUST A RAINBIRD 15A 3 � ' CA 15' W � F- 1.6 INCHES/HOUR 1" PER WEEK (2 DAYS PER WEEK) IN MARCH, APRIL: SEPTEMBER, AND OCTOBER 9 RAINBIRD 9SST U z 1.2 9'x18' 0 u i N W 4� 31411MEN Q t-� 5 Q ING ES' 20 50' EASEME ® STOP ONE 314" /Qx x Ci �x x x -- x EXHIBIT "E" ® 2 " O.R.V. 6287, PAGE 192 6 1 114" x ; L x . 18" PINE I12H LIMIT O WORK AREA 0 21 CHERRY 2H 18" INE • { 1 1 114" I I 2H ' • 11 " AK • 12 OAK I - 1 a x �. 12H x y I x 10 OAK I 2 H _ 18 PALMH 0 16" AK 314" / 0 f' 1 INE 1 OAK _ ¢" 29 K pr� �X _. 4 GA x 18" CITY STANDARD x 18" CITY STANDARD CURB & GUTTER WVN VAUL INV WV CP-�- )GA GA I I _ x x x x =X --=X x 6' CHAIN L_ FENCE x x X_ x- x-� x I x x x x x x- z x - - x (489.96' IRON Ph CONCRETE PARKING S88017'50"W Calf Before You DI ci LEGEND P.O.C. = 1" IRRIGATION METER CAPABLE OF 20 GPM AT 50 PSI METER LOSS AT 20 GPM = 2.2 PSI LOSS 1 1/4" GATE VALVE AT 20 GPM = 0.03 PSI LOSS 1" DOUBLE CHECK VALVE BACKFLOW PREVENTER AT 20 GPM = 4.0 PSI 220' OF 1 1/4" MAINLINE AT 20 GPM = (2.2)(1.37) = 3.01 PSI LOSS 1" ELECTRIC VALVE AT 20 GPM = 2.5 PSI LOSS LATERAL PIPE AND FITTINGS = 3.0 PSI LOSS TOTAL LOSS = 14.74 PSI DESIGN PRESSURE AT BASE OF DISTAL SPRINKLER = 30 PSI SYSTEM REQUIREMENT = 20 GPM AT 45 PSI RAINBIRD PEB-100-S 1" 200 PSI SELF SCRUBBING ELECTRIC VALVE WITH FLOW CONTROL 0 HUNTER I -CORE -800 -PP 8 STATION OUTDOOR CONTROLLER WITH PEDASTAL AND ROAM KIT AND DYNAMAX GP -1 DATA LOGGER WITH SM -150 MOISTURE SENSOR WATERING SCHEDULE ZONE GPM PREGIP. RATE TIMING MIN. WATER @ 75% EFFICIENCY 1 20 1.5 INCHES/HR 26 MIN 0.74 INCHES 2 19 1.5 INCHES/HR 26 MIN 0.74 INCHES 3 19 1.5 INCHES/HR 26 MIN 0.74 INCHES 4 19 1.5 INCHES/HR 26 MIN 0.74 INCHES 5 20 1.5 INCHES/HR 26 MIN 0.74 INCHES 6 19 1.5 INCHES/HR 26 MIN 0.74 INCHES 7 19 1.5 INCHES/HR 26 MIN 0.74 INCHES TOTAL WATERING TIME: 2 HOURS 36 MINUTES WATERING TIMES ALLOWED BY DUVAL COUNTY: EASTERN STANDARD TIME = TUESDAYS DAYLIGHT SAVINGS TIME = TUESDAYS AND THURSDAYS RECOMMENDED WATERING TIME: 1:00 AM - 3:36 AM IRRIGATION COVERAGE = 100% IRRIGATION UNIFORMITY APPROXIMATELY 75% THIS IRRIGATION PLAN HAS BEEN DESIGNED BY A CERTIFIED IRRIGATION DESIGNER, AND COMPLIES WITH THE STANDARDS AND SPECIFICATIONS OF THE IRRIGATION ASSOCIATION AND THE FLORIDA IRRIGATION SOCIETY _>.. s { >,a I- L SLEEVING -* IF 7 %/1PIPE & MAINLINE LATERAL MRIEWRE PIPE PIPETRENCHING 12" POP-UP SPRAY 4" POP-UP SPRAY NOZZLE PSI GPM RAD SPAC PRECIPITATION RATE EXCEPT THE WATERING TIMES ALLOWED ARE INSUFFICIENT FOR LOCAL SOIL F RAINBIRD 15F 30 3.7 15' 15' 1.61NCHES/HOUR chi a TQ RAINBIRD 15TQ 30 2.8 15' 15' 1.6 INCHES' 'HOUR "DESIGNER IS NOT RESPONSIBLE FOR ANY LANDSCAPE MATERIAL LOST H RAINBIRD 15H 30 1.7 15' 15' 1.6 INCHES/HOUR WHEN LESS WATER IS APPLIED THAN REQUIRED BY THE LOCAL SOIL: Q RAINBIRD 15Q 30 1.0 15' 15' 1.6 INCHES/HOUR 1 1/2" PER WEEK (3 DAYS PER WEEK) DURING MAY THROUGH AUGUST A RAINBIRD 15A 30 CA 15' 15' 1.6 INCHES/HOUR 1" PER WEEK (2 DAYS PER WEEK) IN MARCH, APRIL: SEPTEMBER, AND OCTOBER 9 RAINBIRD 9SST 30 1.2 9'x18' 10' 1.41NCHES/HOUR S RAINBIRD 4SST 30 1.2 4'x30' 15' 1.4 INCHES/HOUR 1/2 INCH PER WEEK (1 DAY PER WEEK) FROM NOVEMBER THROUGH FEBRUARY C RAINBIRD 4CST 30 1.2 4'x30' 15' 1.41NCHES/HOUR E RAINBIRD 4EST 30 0.6 4'x15' 15' 1.41NCHES/HOUR 12F RAINBIRD 12F 30 2.6 12' 12' 1.7 INCHES/HOUR 12TQ RAINBIRD 12TQ 30 2.0 12' 12' 1,71NCHES/HOUR 12H RAINBIRD 12H 30 i.3 12' 12' 1.71NCHES/HOUR - . 12Q RAINBIRD 12Q 30 0.7 12' 12' 1.7 INCHES/HOUR 12A RAINBIRD 12A 30 - 12' 12' 1,71NCHES/HOUR -.► 10F RAINBIRD 10F 30 1.6 10' 10' 1.51NCHES/HOUR 10H RAINBIRD 10H 30 0.8 10' 10' 1.5 INCHES/HOUR 10T RAINBIRD 10T 30 0,6 10' 10' 1.51NCHES/HOUR 10Q RAINBIRD 10Q 30 0.4 10' 10' 1.51NCHES/HOUR WANG 8F RAINBIRD 8F 30 1.6 81 8' - 8H RAINBIRD 8H 30 0.8 8' 8' 8Q RAINBIRD 8Q 30 0.4 8' 8' , F RAINBIRD B -5F 30 1,5 5' 5' H RAINBIRD B -5H 30 1.0 5' 5' DOUBLE CHECK Q RAINBIRD B -5Q 30 0.5 5' 5' ELECTRIC VALVE C RAINBIRD B -5C 30 0,5 5' 5' -- VALVE B.P.0 4 RAINBIRD B1408 30 2.0 3 RAINBIRD B1404 30 1.0 - 2 RAINBIRD B1402 30 0.5 - - RAINBIRD B1401 30 0.25 -- -- BODY TYPE 12" POP-UP SPRAY IN PLACE OF 4" POP UP IN GROUND COVER AREAS � IME OR: nof4" PRESSURE REGULATING POP-UP SPRAY EXTERIOORR WALL - BUBBLER MOUNTED ON 4" PRESSURE REGULATING POP-UP BODY DYNAMAX GP -1 DATA LOGGER WITH SM -150 MOISTURE SENSOR CONTROLLER r 1 1/4" PR -160 PVC MAINLINE, INSTALLED IN SOIL AREAS = = 2 1/2" SCHEDULE 40 SLEEVING _>.. s { >,a I- L SLEEVING -* IF 7 %/1PIPE & MAINLINE LATERAL MRIEWRE PIPE PIPETRENCHING 12" POP-UP SPRAY 4" POP-UP SPRAY leo,000�N� -a-W " % E --1 \1,S/ SCALE IN FEET ME MEN= 0' 10' 20' 40' !0 0. C 0 -F- 0) `i STATE OF FLORIDA: LA 1260 THIS DRAWING IS AN INSTRUMENT OF SERVICE AND IS THE PROPERTY OF B.BURKE & ASSOCIATES INC. AND IT SHALL NEVER BE REPRODUCED N WHOLE OR IN PART WITHOUT THE EXPRESS WRITTEN PERMISSION 0' B.BURKE & ASSOCIATES INC. DRAWN BY: CN CHECKED BY: BB PLOT DATE: August 24, 2018 REVISIONS SCALE: 1"=20' PROJECT NO: 13-295.05 LS -3 AB PERMIT SET V a � � M N (rl�rYr+. co ii to CL J E W (7 chi a � C7 U J Q5 E _ CD C Y M :3 U? W > 0o ca R U h m N CA Qa Ln d a leo,000�N� -a-W " % E --1 \1,S/ SCALE IN FEET ME MEN= 0' 10' 20' 40' !0 0. C 0 -F- 0) `i STATE OF FLORIDA: LA 1260 THIS DRAWING IS AN INSTRUMENT OF SERVICE AND IS THE PROPERTY OF B.BURKE & ASSOCIATES INC. AND IT SHALL NEVER BE REPRODUCED N WHOLE OR IN PART WITHOUT THE EXPRESS WRITTEN PERMISSION 0' B.BURKE & ASSOCIATES INC. DRAWN BY: CN CHECKED BY: BB PLOT DATE: August 24, 2018 REVISIONS SCALE: 1"=20' PROJECT NO: 13-295.05 LS -3 AB PERMIT SET i INDEX OF DRAWINGS SHEET NO. TITLE i COVER SHEET SURVEY 1__________ GENERAL NOTES 2_ _ _ _ _ _ _ _ _ _ EXISTING CONDITIONS AND DEMOLITION PLAN 3__________ i INDEX OF DRAWINGS SHEET NO. TITLE 0__ COVER SHEET SURVEY 1__________ GENERAL NOTES 2_ _ _ _ _ _ _ _ _ _ EXISTING CONDITIONS AND DEMOLITION PLAN 3__________ GEOMETRY PLAN 4_ _ _ _ _ _ _ _ _ _ PAVING, GRADING AND DRAINAGE PLAN 5__________ CONSTRUCTION DETAILS 6_ _ _ _ _ _ _ _ _ _ STORMWATER POLLUTION PREVENTION PLAN 7_ _ _ _ _ _ _ _ _ _ EROSION CONTROL DETAILS g__________ NPDES DETAIL SHEET #1 g__ NPDES DETAIL SHEET #2 E1.1-------- ELECTRICAL LEGEND AND GENERAL NOTES E2.1-------- SITE LIGHTING PLAN L-1--------- TREE REMOVAL AND PROTECTION PLAN L-2 --------- LANDSCAPE PLAN L-3 --------- IRRIGATION PLAN ENGINEER GOODSON, NEVIN AND ASSOCIATES Consulting Engineers (JOHN NEVIN, P.E.) 10175 FORTUNE PARKWAY SUITE 403 JACKSONVILLE, FLORIDA 32256 (OFFICE) (904) 519-7770 (FAX) (904) 519-7776 F.=F:Z GCD FLORIDA, LLC (JOHN SPOONER, CO -CEO) 225 E. JOHN CARPENTER FREEWAY, SUITE 700 IRVING, TEXAS 75062 (OFFICE) (972) 402-3700 LAN ESCAPE ARCHITECT BURKE DESIGN, INC. (BRIAN BURKE, PRESIDENT) 1015 ATLANTIC BOULEVARD, SUITE 323 ATLANTIC BEACH, FLORIDA 32223 (OFFICE) (904) 270-0751 ^��,�ene�i4ae Fire Prc � �: � � 4y 2 5 201a NIB GNA PROJECT NUMBER 0000 GNA ENGINEERING BUSINESS # 26306 118269 SEPTEMBER 7, 2018 REG # 54666 S H E E T 1 I ? HSC & TREE SURVEY OF: SHWC IIVG OGRAPTOPMAP A PART OF SECTION 8, TOWNSHIP 2 SOUTH, RANGE 29 EAST, DUVAL COUNTY, FLORIDA P.C. to t w Q cti I 8" PVC to p I 3 U W \ f NV. (4.94) �Z, I AST ° SS Z 24" SANITARY MH Ep PART OF SECTION 8, TOWNSHIP 2 SOUTH, RANGE 29 E CPPI � N RIM ELEV=(13.57) U N P LATT � I GE 1371 .- \ D4 • ZIN OFFI TIAL RECORDS VOLUME 14063, PA WATER I VALVE n Q .r Z 6� yl ` ��Q 36' SANITARY MH 'INaro (' <Q Q O ` N RIM ELEV=(13.89) tj 00 N abti 59�� all ro x 500 0 , of �1�ti / ` !Z , o N �a` O G O g G Sy, �11 ley INV. RCP \ -:!:,k Z 7� 0 O 87 �y� 1� h ,�. y'1 �y 3 gp �g (9.05) Q,C a 50' y '.��. �r5g 66� N x L ASPHALT 3.53 1 CATCH BASIN Z 0 "? �1 " . �� , (1 .94 1y J5" HDPE GRATE (12.76) (� Z 1 Z I .f = EXHIBIT F ro CATCH BASIN • 0"00 (13.8 15" HDPE �y �'� INV. (9.67) cp \ I o ASPHAL7I O.R.V. 6287, 1 a GRATE (13.4) N 8 8 17 5 0 E 2 5 'L ,l O DRIVE PAGE 192 1y INV (11. t 9 y' OUN P.K. NAIL &DISK x 0 x 13.84 ____,ASPHALT DStlLE- x DURDE L.B./6696 L'`y !_ FOUND P.K. IL & DISK L,y (33 74) .�+ N X ai Z a DURDEN L. X. JURVG 1 00, �1� gi EXHIBIT "C" �1 ,1 ASPHALT y01� 1 �p ��J \ �� I s o < EXHIBIT "D', .PARCEL "B" LIMITS OF y. ,y aj. a O.R.V. 6287, PAGE 178 do y `Ly1 �ry..�h� ` x `,�9.' '� L1 \y' O.R.V. 627, PAGE 184 ,y. ,yy� �y g6 \000000, H P �1i o R.V. 6287, PAGE 192 "BOLLARD 13.55) (73 1'13) 13.62 ` •. I v ^w L 14.4D 54 S 1 y g '� a O .�� 3. 0 12" PINE �7 \ \ ag ( ) ah TIP s 15"�ADf �y� I �o �► ��, yl 0 h `,k y, 14.53) C` 14 PALM • 18 REQ 10 REDTlP 15" PALM • `"`y' �'�.h \ 4" PALM WM 1 B ',a' 1� �a y CONCRETE PAD WITH y� 16" PALM I 1 \ m W cn a� `1a p,'`b `�k ELECTRIC TRANSFORMER `�a' ENCHMARK 14 yl 16" OAK • �1 !1 • �, O, N G \ /4 M o 0 _j m ❑ `'� x L1 x x SET P.K. NAIL & DISK �y' I y \ \ \ Z Ic� ,4 gggg 6 k 1 1 '4 Tn 'O I nom^ 3 �� w �4:47� !� �� ►- �g a!yl DURDEN BM x x y� 0 N ' . l-�1 l \ \ 01�v Z T1Ul1►�U17 '1(LJ� 1', b '. ati. �� �,a `'. ELEVATION=(16.25) l�5' I 1'�ry x \ 4� 7� I I o - O a 00 I U o I o � a4y1 ,y`�1 aoC�e ~ Io= L, �a 2owa x g01 Cam Iw N N.G,V.D, 1929 43 I Pm Qa wd 2" OAK �FR\ � \ O o�0 x s� s?w O�OFFICIAL RECORDS VOLUME 6830, PAGE 1406 RTY) FOE PROPE2 � 8? NT �i0 �\ • CRO y1 I al • 1�-- - O �9? ?9J \ \ O\ O \ `, (V \ 9 \ \ v, ` rn '- `� 11a > x `A,j GRATE (T 20) o "RCP o <s '� j\�� z� \-,, �\ ' p m z a • a ° '.lx 15 x T_ - �` -� ?sJ \, Z \ ON Z� Cn �I I 1 ti y1 1 0 O C� I I �I �-- ah� Nte 5g1 ,�a pati �a `e5' Nv. (8.13) yb 0 I Q � ! I �Z >- � o y a \� z I \ ti� ASPHALT PARKING 1 Z \ \ O �J DEWHAMW 12 + c°i 6g Z x x CONCRETE WITH y ASPHALT FOUND P.K. NAIL &DISK I `�a ti " I - \\ O W a O O \ DURDEN TRAV.PT. I = m to agl 6 ELECTRIC HAND HOLE , OU�JD 1 2" IRON PIPE x ti 4 arol � s' HEAaER `1 - - \ _ In vxo I 0� �a l EXHIBIT "D , PARCEL "A" • , 7f / / 10 8' �'� � � CURB T�S ` „ ` ` � O' � Z Z 'A ELEVATION=(15.07) .r y 61 5 0 0 0 N.c.v.o. 1929 RON PIPE N I FOU D PXK NAIL~ I IN A HALT DRIVE vu I N �� ,y. J-1 ^ �Z Q Z4 O.R.V. 6287, PAGE 192 �g�l A t s? 8 1 7 5 O g,E 2 CAP UNREADABLE ,� �'� rr x , OUND 1 /2 ! �o v Q �P y f138 l'` U . w `'� �h°'� `� I ° O E �2 B� C�P U EAD BLEt�G in ,6" FLP 13 9 x ) x 6' CHAIN LINK FENCE / ` 6 W000 A' 8s� x `? FENCE r V .95 RI 0 IPE O IRON PIPE �� e x 13.1 OUND 1 �2 IRON PIP 12• MASONRY \ \� \ /\ �L . 1 8 ---CITY STANDARD CURB & GUTTER 1 .37 12.85 P 0(512 , B.L.S. #3295 ��iRe � - at,2.31 14.00 (12.B4)l 12J� OQ OQ o- "J 13.91) 1 .4 W d 0 ti, O9 ,��•..'•':i•..,...: ;' A'�p ` O� ` \1 INGRESS &EGRESS �' O x(12.77)' S-3 `� 110 '.y' '• :. •..; ,; \ 2 \ \ 'Q 471 SCALE I GJ In �a• 1yy� ayy„ EASEMENT (RECIPROCAL) 12.80 61 RATE (11.82) x �1 ` '' .34 '� .(L'. ROP 1 x 61 •• + ' •• • �'' !� + • • •• S-6 �� �� � A� S-10 � \00� O .� O/ GZ ^ 3 lye � GRAPHIC rx°D4GV 14.0 x (13 71 ___-I 18" CITY STANQARD `fib �g� ` �' / Z �- ` -_ ______- A -------- A CURB do G�j` R Glx 9 9-�° y y�,lx h`L • 1�1 _ ' I I I I \. O • I \ \ \ o �-A 30 0 15 30 60 Q y GV A If 6' ALUMINUM FENCE (�1l ` s; �� A,Y x x ,�• L, x • l til og �g. 6� • �' ' I I I \ �y �\ 18' PINE `dry 0, 15. L le* A ti� w I p0 x ®2s oAK 566 a`,,�•.3+ncolo .13� I EXHIBIT "E" t OF JCS `� 1y 1 1 y. h6 ' r. • \� X \ I O Q �olnto N O.R.V. 6287, PAGE 192 �o F� x `, �'�`�� ��1 tNN s-4 S-8 \ �\ c9 ( IN FEET ) �/ v.rui Lei til ��0� x _ - l - GRATE (12.23) �_ ` �c \ c� 7 Q LL I ti�x `�ti ,�°� `N - - f 60� 0 ?4, �, _ � N \ o\ G � �O 1 inch = 30 ft. ty til x ` `�' 24 RCP ' . ' OA \� N � or "`b'1" PINE '` o C.) N w l'` I y9�i F- ' . -� o O� /•� O 0 a < w N U I • 18" PINE • 13 PINE FRAME LEAN-TO x 1ti - < ► Cf1-p \ _/ may\ g C9 I p k 0 <Zl COVERED CONCRETE I _ _ - 1y S _ -- s. --r-►.,, r ...i ':7�•� 1: i 1 t N Y\� \ • u \ '�(Y� N d &DIRT - - - J �'F":' • N. L \ .. \ . I - p • 10" SAY 12" PINE\00 �� O " 15 PINE _ •a ' i-- -� Z m \ W p 43 o Z • 2}" CHERRY 159 " • 17' PINE y1 FOUND 60 PENNY NAIL dt DISI Q m, ��... Ar� I DURDEN TRAY PT - - ti 0 \ \ N \ \j O 0 p Q = O " x • 18 PINE `b • 12.1 ELEVATION -(13.65) '� 1 6 `1ti 1y c. \ U? \ �2 V� I n mW a ,ti • 13 OAIK L ,L6 N.G.V.D. 1929 .� ,�+j• r / ou 1..1L E w�i a o m, ° N I L x `� _ -- - _ \ O FUTURE DEVELOPED x g • • 12" PINE 16" OA - - - �` ''t M.E.$. O� '� w ^ PARCEL " 015" PINE 18" PINE. (#16: OA _ - _ 1,:;• r . --� b 1 ws P-0 (� 15 PINE • ®14 y . \ •�\ \ i \ \ _ �2 N 1 O I •11 " O,D`1 11 " OAK* x 13" PIN 1a ,�11 (CLU 01� l - - - l7p 'p. tk1 t h y < ` CA \ CP \ \ V1 c� 831 1 a 6 ti CLEAN p� WATER w 3 / LM � y �1 12" OAK 11� 11" OAK '�� y� (13 �yyti �1y �y+.�- - - X11 i• . NV (10.73) VALVE x • 10' OAK • 18" PINE /y Od 6 g x t ` ", • \ 1 ItRRY uNa " 1 t " DAjC • i I" OAK x l` G t°�1 - - ��al .+.. A' ` . ,. \ \ \ ® \ 36 RIM ELEV' ° ; 6) x 0 I ` o \ N 0 V- x l 13 OAK • ,L01 56`1 6 J m o I h �'` ��� x F.F. =13.50 *• CLWE•AN(1O° 3) \ J \ 7z __- --- y .• ' ' S' FW wN l�-�" ` a I O M • 10" Cs,'.,; , x s 14" PINE I x I , ' 7.0 1 \. \°' • INV. ( 5 FLP \ ^IM I • 18' PALM • 16' OAK ••c •t 4 1 A t a, " _ • • 12" K y�y �1ti �4y1 ,� 1 \1 �q 1. 14 IN `tip 1 '1i �1i �'j �0 h' `'..�`l � 11 g� I f \ \ \ ley 0 f •- � .., '� °� � 6' ALUMIN FENCE �1 `�1,• 11,y ,.5. � � �6 �y I \ x .. 714.0) x 1y' x 29" OAK 01S '� '� � ' ► .•; APPROXIMATE \ \� x 24" SANITARY MH 12" (aAK • I PP N RIM ELEV= 12.06 ` q END OF PIPE NO FOUND ��y .�a� I @oTTOM OF POND I \ \ o \ 6,• \ \ \ 4� y1x ELEVATION -(7.0:t) J yti ,4)o - -- \ \ , Is -x ,� aye • ..: • / \ \ ov 101 y 1a' ` �y.j� CITY T NDARD 0 2 I p o ,` i ^ n�'i. a 1, Lia a oo > x ` x L,y �'` yp�1 01'1 1 CURB SGUTTER '�1`b6 '�, GRATE (12.13) 1` S" RCI �'�� GRATE (12.09) APPROXIMATE K \ \. \ \ TV x Z ` Ln �"J' \ TOP of N x � I x ` eLEVAnoN=(�z.of) - _ _ o o \ y o N O w g �ti �ry - ' �o \ p\ � ,�" Z`i9�'fANbAI�D LIMITS OF SURVEY ��' \,, \ ayka 1,a9 ,1y CURB & GUTTER X y ,yg,-________ x _______--- x -------- - x x x 1.2' FOUND lx2" IRON PIPE ILa�� X51, 5'L otiy0°' 91 L° ------ X L.B. •#3672 �� .A 0$!; i y4 WVD4 UL `WV �0i x ` x _- 6 CfiA NCE- �- / N to `'� �- I PIPE) ETE PARKING o O\ IRON • . ,7' (489.96' IRON PIPE TO cortcR x a pz 8" HEADWALL '' • '+ '' .: "' \O \ e ? , ff 5 3 8 9 6' INV (3.82) a 0�� •: N 1 / 5 0 � I " 42' RCP . ' �0 �\ • • S88 , •' \ CONCRETE PARKING _ _.__ � \ _ POINT OF BEGINNING _ f �' FOUND 1/2" IRON PIPE, L.B. No. 3672 42" RCP 6' CHAIN LINK FENCE-�' � \ v� G1NV. 4.51) p � 42" RCP --TOB- 36" DRAINAGE MH \ $ N RIM ELEV= 13.68 I I •� 0� �1 WV D4 TOP EL V NO. NATIONAL GEODETIC VERTICAL DATUM (N.G.V.D.) OF 1929 S-1 TYPE 'C' INLET TO CONVERT ELEVATIONS FROM N.G.V.D. 1929 TO N.A.V.O. (NORTH W I o, o o LO I 1 �' PPI 60 I r Zp 12.13 GA I I I DRAINAGE IML GRATE ((14.25 11 p m W ( _ /NV. (4.90 �GA IRON • . ,7' (489.96' IRON PIPE TO cortcR x a pz 8" HEADWALL '' • '+ '' .: "' \O \ e ? , ff 5 3 8 9 6' INV (3.82) a 0�� •: N 1 / 5 0 � I " 42' RCP . ' �0 �\ • • S88 , •' \ CONCRETE PARKING _ _.__ � \ _ POINT OF BEGINNING _ f �' FOUND 1/2" IRON PIPE, L.B. No. 3672 42" RCP 6' CHAIN LINK FENCE-�' � \ v� G1NV. 4.51) p � 42" RCP --TOB- 36" DRAINAGE MH \ $ N RIM ELEV= 13.68 I I � I y I m I Q � N (ASPHALT DRIVE C� I � Z I m Z o z <� CL 0 c �I = 10 tow 1 I U z I v ^ 8" PVC INV. (2.93) 24" SANITARY MH I N RIM EUV -(12.04) PUINT OF REFERENCE � NORTHWEST CORNER OF FAIRWAY VILLAS , PLAT BOOK 39, PAGES 22 & 22A I 00 GRAPHIC SCALE 30 0 15 30 fi0 A ( IN FEET ) 1 inch = 30 ft. FAIRWAY VILLAS 120 PLAT BOOK 39, PAGES 22 & 22A v O �i,Q o ,� O o o <o ° 0 VOLUME 6410, PAGE 183 OFFICIAL RECORDSQ Q 2 �, PAN AM M I N I STO RAG E) T o LU o °o O O � � N �0� ��o IP 2 SOUTH, RANGE 29 EAST ® �o -7,�� y� �,,• R F . � I 8 TOWNSHIP o o � \ � UNPLATTED PART Or SECTION of o10, LL � O Lv • � �' •� I 4 ?G 4 � OFFICIAL RECORDS VOLUME 9585, PA E 15 a� J 36" SANITARY MH N RIM ELEV-(12.30) F� �N U) Z 0 L,w On W J0 0 F- 0 � 00 z t STRUC �m 11 SCHEDULE FROM PREVIOUS ASBUILT STRUCT.DRAINAGE STRUCT. TYPE TOP EL IMPERVIOUS % PIPE OUT INFORMATION N• INVERT DIR &ELEV. AREA (Ac.) AREA (Ac.) IMPERVIOUS PIPE SIZE AND SLOPE LENGTH(Ft) NO. NATIONAL GEODETIC VERTICAL DATUM (N.G.V.D.) OF 1929 S-1 TYPE 'C' INLET TO CONVERT ELEVATIONS FROM N.G.V.D. 1929 TO N.A.V.O. (NORTH W I � N U ae o LO 0.381 SO I 60 ELEVATIONS SHOWN OUTSIDE OF SURVEY LIMITS WERE TAKEN r Zp 12.13 FROM PREVIOUS SURVEYS AND WERE NOT RECHECKED AT TIME 9 U (8.70) U U t/f COURTESY AND WERE COMPILED FROM OLDER SURVEYS AND AS I I ` TYPE 'C' INLET (12.09 W 9J _ N (18") W (15) I` 0.148 0.133 90 18" RCP ® S= 0.18% 115 S-380 TYPE 'C' INLET (11.82 GV Z,J J I\ 0,511 0.409 15" RCP 0 S= 0.23% �= A LP LIGHT POLE BEARINGS BASED ON THE FAST RIGHT-OF-WAY LINE OF i pl ' II I METAL LIGHT POLE N.T.S. DENOTES NOT TO SCALE OHE S-4 TYPE 'E' INLET (12.23 OFFICIAL RECORDS VOLUME W (18-) S (18) (8.17) (8.14) 0.222 �o I I � I y I m I Q � N (ASPHALT DRIVE C� I � Z I m Z o z <� CL 0 c �I = 10 tow 1 I U z I v ^ 8" PVC INV. (2.93) 24" SANITARY MH I N RIM EUV -(12.04) PUINT OF REFERENCE � NORTHWEST CORNER OF FAIRWAY VILLAS , PLAT BOOK 39, PAGES 22 & 22A I 00 GRAPHIC SCALE 30 0 15 30 fi0 A ( IN FEET ) 1 inch = 30 ft. FAIRWAY VILLAS 120 PLAT BOOK 39, PAGES 22 & 22A v O �i,Q o ,� O o o <o ° 0 VOLUME 6410, PAGE 183 OFFICIAL RECORDSQ Q 2 �, PAN AM M I N I STO RAG E) T o LU o °o O O � � N �0� ��o IP 2 SOUTH, RANGE 29 EAST ® �o -7,�� y� �,,• R F . � I 8 TOWNSHIP o o � \ � UNPLATTED PART Or SECTION of o10, LL � O Lv • � �' •� I 4 ?G 4 � OFFICIAL RECORDS VOLUME 9585, PA E 15 a� J 36" SANITARY MH N RIM ELEV-(12.30) F� �N U) Z 0 L,w On W J0 0 F- 0 � 00 z t STRUC URE 11 SCHEDULE FROM PREVIOUS ASBUILT STRUCT.DRAINAGE STRUCT. TYPE TOP EL IMPERVIOUS % PIPE OUT INFORMATION N• INVERT DIR &ELEV. AREA (Ac.) AREA (Ac.) IMPERVIOUS PIPE SIZE AND SLOPE LENGTH(Ft) NO. NATIONAL GEODETIC VERTICAL DATUM (N.G.V.D.) OF 1929 S-1 TYPE 'C' INLET TO CONVERT ELEVATIONS FROM N.G.V.D. 1929 TO N.A.V.O. (NORTH BUS. NW (15") (8.90) 0.424 0.381 SO 15" RCP 0 S= 0.23% 60 ELEVATIONS SHOWN OUTSIDE OF SURVEY LIMITS WERE TAKEN 12.13 FROM PREVIOUS SURVEYS AND WERE NOT RECHECKED AT TIME S (15") (8.70) OF THIS SURVEY. PREVIOUS ELEVATIONS WERE SHOWN AS A ELEV ELEVATION COURTESY AND WERE COMPILED FROM OLDER SURVEYS AND AS S-2 TYPE 'C' INLET (12.09 FIBERGLASS LIGHT POLE N (18") W (15) (8,19) (8.55) 0.148 0.133 90 18" RCP ® S= 0.18% 115 S-380 TYPE 'C' INLET (11.82 GV SW (15") SE (15") (8,32) (8,22) 0,511 0.409 15" RCP 0 S= 0.23% 76 REVISED JUNE 3, 2013 LP LIGHT POLE BEARINGS BASED ON THE FAST RIGHT-OF-WAY LINE OF N (18") 8.24 MAYPORT ROAD AS BEING N 01'42'10" W MLP METAL LIGHT POLE N.T.S. DENOTES NOT TO SCALE OHE S-4 TYPE 'E' INLET (12.23 OFFICIAL RECORDS VOLUME W (18-) S (18) (8.17) (8.14) 0.222 0.189 85 18" RCP ® S= 0.18% 24" RCP 0 S= 0.12% 75 STOP STOP SIGN -TOB- DENOTES APPROXIMATE TOP OF BANK TRAV.PT. E (24") (7.67) TRB TELEPHONE RISER BOX THERE MAY BE ADDITIONAL RESTRICTIONS THAT ARE NOT SHOWN ON THIS SURVEY THAT MAY BE FOUND IN THE PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. S-6 YARD DRAIN (13.10 S (8") (9.59) 0.022 0.004 20 8" PVC ® S= 0.52% 31 W (24'x) (7.56) S-7 MANHOLE (13.43 E (24") (7.11) N/A N/A N/A 24" RCP 0 S= 0.12% 90 N (8") 9,25 MOD 'E' INLET W (24") (7.14) 24" RCP ® S= 0.12% 43 26 *S-8 (DIVERSION BOX) (12.82 N (24") (4.57) 0.119 0.114 95 24" RCP Q S= 0.20% S 24" 7.06 S-9 M.E.S. N/A 6.87 N/A N/A N/A 24" RCP N/A S-10 TYPE 'E' INLET E (24") (1.64) N/A N/A N/A 24" RCP 0 S= 0.24% 43 (12.26 S (24") (4.93) CONC. ENDWALL N/A (1.85) N/A N/A N/A 24" RCP N/A lESEdQ NOTES, ELEVATIONS SHOWN AS THUS (16.06) AND ARE BASED ON THE NATIONAL GEODETIC VERTICAL DATUM (N.G.V.D.) OF 1929 TO CONVERT ELEVATIONS FROM N.G.V.D. 1929 TO N.A.V.O. (NORTH BUS. BUS STOP SIGN AMERICAN VERTICAL DATUM) OF 1988, YOU MUST SUBTRACT (-) BUS. BENCH BUS STOP BENCH 1.099 FEET FROM THE ELEVATIONS SHOWN ON THIS DRAWING. CPP CONCRETE POWER POLE ELEVATIONS SHOWN OUTSIDE OF SURVEY LIMITS WERE TAKEN FROM PREVIOUS SURVEYS AND WERE NOT RECHECKED AT TIME DNE DO NOT ENTER SIGN OF THIS SURVEY. PREVIOUS ELEVATIONS WERE SHOWN AS A ELEV ELEVATION COURTESY AND WERE COMPILED FROM OLDER SURVEYS AND AS BUILTS SURVEYS PREPARED BY THE UNDERSIGNED. FLP FIBERGLASS LIGHT POLE TREE SIZE AND LOCATION ARE MEASURED BY DBH (DIAMETER GA GUY ANCHOR BREAST HEIGHT) APPROXIMATELY 48 INCHES ABOVE GROUND GLM GAS LINE MARKER THIS PROPERTY LIES IN FLOOD ZONES "X", "AE" (BASE GRATE STORM DRAINAGE GRATE FLOOD ELEVATION 6.0' N.A.V.D. 88) & "FLOODWAY" PER GV GAS VALVE FLOOD INSURANCE RATE MAP (FIRM), DUVAL COUNTY, HDPE HIGH DENSITY POLYETHYLENE PIPE COMMUNITY No. 120077, MAP/PANEL No. 12031 C -0406-H, INV. INVERT REVISED JUNE 3, 2013 LP LIGHT POLE BEARINGS BASED ON THE FAST RIGHT-OF-WAY LINE OF MH MANHOLE MAYPORT ROAD AS BEING N 01'42'10" W MLP METAL LIGHT POLE N.T.S. DENOTES NOT TO SCALE OHE OVERHEAD ELECTRIC -X- DENOTES 6' CHAIN LINK FENCE EXCEPT AS NOTED D.R.V. OFFICIAL RECORDS VOLUME -r/- DENOTES 6' WOOD FENCE EXCEPT AS NOTED PVC POLYVINYL CHLORIDE PIPE -SS- DENOTES SANITARY SEWER LINE RCP REINFORCED CONCRETE PIPE -[]HE- DENOTES OVERHEAD ELECTRIC LINE STOP STOP SIGN -TOB- DENOTES APPROXIMATE TOP OF BANK TRAV.PT. DURDEN TRAVERSE POINT -TOS- DENOTES APPROXIMATE TOE OF SLOPE TRB TELEPHONE RISER BOX THERE MAY BE ADDITIONAL RESTRICTIONS THAT ARE NOT SHOWN ON THIS SURVEY THAT MAY BE FOUND IN THE PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. FIRE HYDRANT 01' CERTIFIED TO: NAVAL CONTINUING CARE RETIREMENT FOUNDATION, INC. I HEREBY CERTIFY THAT THIS SURVEY MEETS THE MINIMUM TECHNICAL STANDARDS AS SET FORTH BY THE FLORIDA BOARD OF LAND SURVEYORS, PURSUANT SECTION 472.027 FLORIDA STATUTES AND CHAPTER DURDEN 5J17 FLORIDA ADMINISTRATIVE DE. SURVEYING AND MAPPING, INC. 1825-B 3RD STREET NORTH JACKSONVILLE BEACH, FLORIDA 32250 FLORIDA REGISTERED SURVEYOR NO.07 (904) 853-6822 FAX 853-6825 H. BRUCE DURDEN JR. / LICENSED BUSINESS NO. 6696 FIELD DATE: AUG! -!'ST 7. 2018 SIGNED: AUGUST 8. 2018 GRAPHIC SCALE: 1" = 30' CAD FILE: FLEET Lk,DING - 2395 MAYPORT RD.DWG 2000 WORK ORDER NUMBE?: 18482 FILE NUMBER D-1852 THIS SURVEY NOT VALID UNLESS THIS PRINT IS EMBOSSED WITH THE SEAL OF THE ABOVE SIGNED. f � GRADING AND DRAINAGE NOTES: GENERAL NOTES. 1. CONTRACTOR SHALL VERIFY EXISTING ELEVATIONS AT CONNECTION POINTS PRIOR TO CONSTRUCTION AND NOTIFY AL DESCRIPTION EXISTING UTILITIES, SITE TOPOGRAPHY 1. TOPOGRAPHIC BOUNDARY URVEY, INCLUDING PROPERTY LINES, LEG � WITH SPOT ELEVATIONS, OUTSTANDING PHYSICAL FEATURES AND EXISTING STRUCTURE LOCATIONS WAS PROVIDED BY ENGINEER OF ANY DISCREPANCIES. DUE TO THIS PROJECT BEING AN EXPANSION TO AN EXISTING CAMPUS WITH ALL CONSTRUCTION DOCUMENTS UTILIZING VERTICAL SURVEY DATUM OF NGVD 1929, AND TO AVOID DURDEN SURVEYING AND M PPING, INC., FILE NUMBER D-1852, DATED AUGUST 8, 2018, PHONE (904) 853-6822. CURRENT CAMPUS CONSTRUCTION CONFUSION AND OR GENERAL AMISS -ASSIGNMENT OF DATUMS ON THE CAMPUS, THIS PROJECT WILL CONSULTING ENGINEERS, AND ITS ASSOCIATES WILL NOT BE HELD RESPONSIBLE FOR THE ALSO BE BASED ON NGVD 1929 DATUM. TO CONVERT NGVD 1929 TO NAVD 1988, SUBTRACT 1.099 FEET. 2. GOO DSON NEVIN AND ASSOCIATES ACCURACY OF SURVEY OR IOR DESIGN ERRORS OR OMISSIONS RESULTING FROM SURVEY INACCURACIES. 2. SEE GEOTECHNICAL REPORT FOR SITE PREPARATION REQUIREMENTS 3. ALL PHASES OF SITE WORK PLOR THIS PROJECT SHALL MEET OR EXCEED THE CITY / COUNTY SITE WORK SPECIFICATIONS. THE CONTRACTOR SHALL COORDINATE THE GRADING AND DRAINAGE CONSTRUCTION WITH ALL OTHER CONSTRUCTION. 4. THE CONTRACTOR WILL BE ��ELD SOLELY RESPONSIBLE FOR AND SHALL TAKE ALL PRECAUTIONS NECESSARY TO AVOID PROPERTY DAMAGE TO ADJACENT PROPERTIES DURING THE CONSTRUCTION PHASES OF THIS PROJECT. IT IS RECOMMENDED 3. 4. CONTRACTOR SHALL FURNISH SHOP DRAWINGS TO THE ENGINEER FOR APPROVAL PRIOR TO BEGINNING CONSTRUCTION. THAT THE CONTRACTOR PH pTONIDEO THE EXISTING CONDITIONS PRIOR TO COMMENCEMENT OF CONSTRUCTION, P AND COORDINATE ANY AND ALL PEDESTRIAN AND VEHICULAR MAINTENANCE OF TRAFFIC AS 5. ALL CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL CITY /COUNTY STANDARDS 5. THE CONTRACTOR SHALL JOVIDE NEEDED FOR CONSTRUCT WITH THE FDOT AND CITY /COUNTY. 6. THE CONTRACTOR SHALL STAKE THE STORM SEWER SYSTEM AND THE SANITARY SEWER SYSTEM AND SHALL NOTIFY THE 6. WARRANTY / DISCLAIMER THE DESIGNS REPRESENTED IN THESE PLANS ARE IN ACCORDANCE WITH ESTABLISHED PRACTICES ENGINEER OF ANY CONFLICTS PRIOR TO INSTALLATION OF ANY PIPE. OF CIVIL ENGINEERING FOR 1rHE DESIGN FUNCTIONS. NEITHER THE ENGINEER NOR ITS PERSONNEL CAN OR DO WARRANT CONSTRUCTED EXCEPT IN THE SPECIFIC CASES WHERE THE ENGINEER INSPECTS AND 7. THE EXISTING UTILITY FACILITIES AND LOCATIONS SHOWN ON THE DRAWINGS ARE TAKEN FROM READILY AVAILABLE THESE DESIGNS OR PLANSS CONTROLS THE PHYSICAL NSTRUCTION ON A CONTEMPORARY BASIS AT THE SITE. 'lip INFORMATION. THE ACTUAL LOCATIONS OF THE UTILITY FACILITIES MAY VARY SOMEWHAT FROM THE LOCATIONS SHOWN AND THERE MAY BE UTILITY FACILITIES EXISTING THAT ARE NOT SHOWN OR INDICATED ON THE DRAWINGS. THE SITE FOR BOUNDARY, ROADWAY ��ND BUILDING GEOMETRY INFORMATION SEE ENGINEERING SITE PLAN.- IT IS THE CONTRACTOR'S UTILITY CONTRACTOR SHALL CONTACT ALL AGENCIES WITH UTILITY FACILITIES IN THE VICINITY OF THE WORK AND SHALL 7. RESPONSIBILITY TO VERIFY HAT THE BUILDING DIMENSIONS SHOWN ON THE ENGINEERING PLAN AGREES WITH THE LOCATE ALL UNDERGROUND FACILITIES BEFORE BEGINNING WORK. THE CONTRACTOR SHALL PROTECT ALL UTILITY DIMENSIONS SHOWN ON THE ARCHITECTURAL PLAN. IF ANY DIMENSIONS DO NOT AGREE, THE /ARCHITECT, ENGINEER AND FACILITIES AND REPAIR ANY DAMAGES RESULTING FROM THEIR WORK IN CONFORMANCE WITH THE CONTRACT OWNER SHALL BE NOTIFIED AND THE DIMENSIONS ADJUSTED PRIOR TO COMMENCING WITH CONSTRUCTION. DOCUMENTS AND SPECIFICATIONS AND RELOCATE IF REQUIRED AT NO COST TO THE OWNER. ALL CONSTRUCTION WITHIN PITY / COUNTY RIGHT-OF-WAY SHALL BE COORDINATED WITH THE CITY / COUNTY. THE 8. I NOTIFI�I ALL UTILITY COMPANIES PRIOR TO CONSTRUCTION FOR VERIFICATION AND LOCATION OF ALL 8. ALL UNDERGROUND UTILITIES SHALL BE INSTALLED PRIOR TO PREPARATION OF SUBGRADE FOR PAVEMENT. CONTRACTOR SHALL UTILITIES. 9. PAVEMENT SUBGRADE SHALL HAVE ALL UNSUITABLE MATERIAL REMOVED TO A DEPTH OF 3.0 FEET BELOW SUBGRADE AND 9. CONTRACTOR SHALL FURNISH SHOP DRAWINGS TO ENGINEER INDICATING MATERIALS AND MANNER OF INSTALLATION FOR ALL 2.5 FEET BEYOND BACK OF CURB. BACKFILL WITH SUITABLE MATERIAL PER THE GEOTECHNICAL REPORT. COMPONENTS OF THE PROJECT PRIOR TO PURCHASE OF MATERIALS AND CONSTRUCTION. 10. ANY UNSUITABLE MATERIAL ENCOUNTERED AND EXCESS SUITABLE FILL MATERIAL SHALL BE REMOVED FROM THE SITE. 10. THESE ENGINEERING DRAWII GS MAY NOT SHOW ALL OF THE CITY / COUNTY STANDARD DETAILS REQUIRED TO COMPLETE THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL OF ALL UNSUITABLE MATERIAL AND REPLACEMENT WITH CONSTRUCTION OF THIS PR JECT. IT IS THE CONTRACTOR'S RESPONSIBILITY THAT THE CONSTRUCTION, OUTSIDE CITY / STRUCTURAL FILL. SEE GEOTECHNICAL REPORT. COUNTY RIGHT OF WAY BEI ACCORDANCE WITH ALL CURRENT CITY /COUNTY STANDARD DETAILS AND SPECIFICATIONS. I 11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SUBGRADE, LIMEROCK AND ASPHALT TESTING AS REQUIRED BY THE ��ASCERTIFIED -BUILTS�� , SEE AS -BUILT REQUIREMENTS ON S 11. ALL CONTRACTORS SHALL FURNISH SHEET C1.1. PROJECT SPECIFICATIONS. 12. ALL WORK SHALL BE PERFO MED IN A SAFE MANNER. ALL SAFETY RULES AND GUIDELINES OF OSHA SHALL BE FOLLOWED. 12. STORMWATER COLLECTION SYSTE M DESIGN IS BASED ON THE 5 -YEAR RETURN FREQUENCY STORM (RATIONAL METHOD). THE CONTRACTOR SHALL B SOLELY RESPONSIBLE FOR ANY INJURIES OF HIS EMPLOYEES, AND ANY DAMAGE TO PRIVATE PROPERTY OR PERSONS DU ING THE COURSE OF THIS PROJECT. ALL COSTS ASSOCIATED WITH COMPLYING WITH OSHA SAFETY ACT MUST BE INCLUDED IN THE CONTRACTORS BID. 13. ALL RCP PIPE SHALL MEET THE REQUIREMENTS OF ASTM C-76 AND SHALL BE CLASS III, WALL B. REGULATIONS AND THE FLO IDA TRENCH SHOWN ARE TO BE WARRANTED BY THE CONTRACTOR TO THE DEVELOPS i FOR A PERIOD OF ONE YEAR 14. ALL PIPE LENGTHS ARE APPROXIMATE AND MEASURED TO THE CENTER OF STRUCTURE OR MITERED END SECTION. 13. ALL IMPROVEMENTS FROM DATE OF ACCEPTANCE BY THE OWNER. IF THE WORK IS IN THE CITY / COUNTY RIGHT-OF-WAY OR EASEMENT, THE ACTUAL LENGTHS MAY VARY. CONTRACTOR'S ONE YEAR WARRANTY SHALL EXTEND TO THE CITY /COUNTY. 15. DO NOT SCALE THESE DRAWINGS. USE DIMENSIONS ONLY. THE CONTRACTOR SHALLRESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS AND INSURANCE REQUIRED FOR THE 14. 6B PROJECT, INCL. CITY / COUN Y RIGHT-OF-WAY PERMITS FOR WORK IN THE CITY / COUNTY RIGH -OF-WAY OR EASEMENT. 16. A QUALIFIED SOILS LABORATORY SHALL BE ON SITE DURING EXCAVATING TO DETERMINE THE SUITABILITY OF THE EXISTING THE CONTRACTOR SHALL C6 ORDINATE THE WORK WITHIN CITY / COUNTY RIGHT-OF-WAY WITH HE PROPER AGENCIES FOR SUB -GRADE AND EXISTING ON-SITE MATERIAL PRIOR TO BEGINNING ANY FILLING OPERATION. 15. MAINTENANCE OF TRAFFIC AND METHOD OF CONSTRUCTION AND REPAIR. 17. GRADING CONTRACTOR SHALL TAKE ALL AVAILABLE PRECAUTIONS TO CONTROL DUST. CONTRACTOR SHALL CONTROL 16. THESE PLANS DO NOT STAN BY THEMSELVES. BID DOCUMENTS, CITY / COUNTY WATER ANDS .WER STANDARDS DETAILS & DUST BY SPRINKLING, OR BY OTHER METHODS AS DIRECTED BY ENGINEER AND/OR OWNER'S REPRESENTATIVE AT NO MATERIALS, CITY / COUNTY 'TANDARD SPECIFICATIONS & DETAILS AND ANY OTHER STANDARD , LISTED OR REFERENCES, ARE ADDITIONAL COST TO THE OWNER. INCLUDED IN THE PROJECT OCUMENTS. 18. CONTRACTOR TO COORDINATE ALL WORK WITH OTHER UTILITY INSTALLATIONS NOT COVERED IN THESE PLANS (ELECTRIC, 17. THE CONTRACTOR SHALL N�TIFY THE CITY / COUNTY AT A MINIMUM OF 48 HOURS PRIOR TO ST RTING CONSTRUCTION. TELEPHONE, GAS, CABLE, ETC.) AND ALLOW FOR THEIR OPERATIONS AND CONSTRUCTION TO BE PERFORMED. I HT OF WAY PERMIT FROM THE PUBLIC WORKS DEP.. , , 18. THE CONTRACTOR SHALL OBTAIN A R TF R CURBINGSIDEWALK, 19. CUT AND FILL SLOPES ARE NOT TO EXCEED 4H:1 V UNLESS OTHERWISE NOTED. DRIVEWAY APRONS, AND ANY UTILITY WORK. THE CONTRACTOR MUST HAVE A SURETY BOND 0,:, FILE IN THE PUBLIC WORKS DEPT, BEFORE THE WATER ASND SEWER TAP TICKETS AND RIGHT OF WAY PERMIT CAN BE OBTAI 1 20. CONTRACTOR SHALL REPAIR OR REPLACE IN-KIND ANY DAMAGE THAT OCCURS AS RESULT OF HIS WORK. 19. THE CONTRACTOR SHALL O ITAIN A REVOCABLE ENCROACHMENT PERMIT. THE PERMIT MUST B OBTAINED FROM THE PUBLIC 21. ALL SOILS TEST REPORTS TO BE SUBMITTED TO PROJECT MANAGER. WORKS DEPT. FOR ANY LAN SCAPING INCLUDING SOD AND IRRIGATION AND UTILITIES THAT AR LOCATED WITHIN THE ALLEY ALONG THE SOUTH SIDE OF HE PROJECT. 22. FOR ALL TRENCH EXCAVATIONS WHICH EXCEED FIVE FEET (UTILITIES AND STORM), THE FOLLOWING MUST BE ADHERED TO: SHALL C T ALL IMPACTS FROM CONSTRUCTION (INCLUDING DRAINAGE TO THE NEIGHBORING - A. CONTRACTOR MUST FOLLOW OSHA STANDARD 29 CFR, SECTION 1926.650 SUBPART P, WHICH IS NOW A PART OF LAWS 20. THE CONTRACTOR PRREC PU LIC RIGHT OF WAYS AND EASEMENTS} TO THE SATISFACTION OFT 1E CITY / COUNTY, PRIOR TO OF FLORIDA CHAPTER 90-96. PROPERTIES (INCLUDING B. THE CONTRACTOR SHALL PROVIDE WRITTEN ASSURANCE OF COMPLIANCE WITH THIS LAW. ISSUANCE OF CERTIFICATE F OCCUPANCY. C. A SEPARATE PRICE ITEM SHALL BE INCLUDED IN THEIR BASE BID IDENTIFYING THE COST OF COMPLIANCE 21. THE CONTRACTOR SHALL REPAIR ANY BROKEN SIDEWALKS, CURBS ETC., ADJACENT TO PROPERTY, WHICH OCCUR DURING D. A TRENCH SAFETY SYSTEM SHALL BE. DESIGNED BY THE CONTRACTOR. CONSTRUCTION. THE REPAI�IS MUST BE MADE BEFORE ISSUANCE OF CERTIFICATE OF OCCUPA CY. IDLED/COORDINATED 23. THE CONTRACTOR SHALL COORDINATE CONNECTION WITH SITE PIPING AND BUILDING PIPING. 22. ALL WORK SHALL BE SCHED WITH THE OWNER FOR UNDERSTANDINGS OF HE SCHEDULE AND RESIDENT PREPARATION AS FAR IN AD�ANCE AS IS RESONABLY POSSIBLE PRIOR TO WORK COMMENCEMENT. 24.. ALL AREAS SHOWN TO BE FILLED SHALL BE CLEARED AND GRUBBED IN ACCORDANCE WITH CITY STANDARDS AND SHALL BE 23, SEE ARCHITECTURAL OR PL INS BY OTHERS FOR ANY AND ALL HARDSCAPE, WALL OR ABOVE G OUND IMPROVEMENTS. FILLED WITH CLEAN STRUCTURAL FILL COMPACTED AND TESTED IN ACCORDANCE WITH THE GEOTECHNICAL REPORT. 24. COORDINATE, IF APPLICABLE, THE DEMOLITION OF THE GEOTHERMAL SYSTEM WITH ALL BUILDI G AND SITE WORK. 25. ALL DEBRIS RESULTING FROM ALL ACTIVITIES SHALL BE DISPOSED OF OFF-SITE BY THE CONTRACTOR. 25. COORDINATE ALL WORK WITH OWNER AND UTILITY COMPANIES PRIOR TO ANY DEMOLITION. 26. ALL EXISTING TREES TO REMAIN SHALL BE PROTECTED AND PRESERVED. ANY UTILITY WORK THAT HAI CONNECTION TO ANY OF THE SHOPPING CENTER OUT PARCELS SHALL BE COORDINATED WITH 27. BURNING OF TREES, BRUSH AND OTHER MATERIAL SHALL BE APPROVED, PERMITTED AND COORDINATED WITH THE CITY OF 26. THOSE OWNERS. THESE PR PERTIES SHALL NO BE WITHOUT SERVICE AT ANY TIME WITHOUT T EIR UNDERSTANDING AND JACKSONVILLE FIRE MARSHAL BY THE CONTRACTOR. NO BURNING ALLOWED WITHIN THE CITY OF ATLANTIC BEACH. APPROVAL. 28. THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TO THE ENGINEER AND THE CITY, IF REQUIRED, ON ALL MATERIALS, FOR REVIEW AND APPROVAL, PRIOR TO PURCHASE OR FABRICATION OF ANY UTILITY PIPE OR STRUCTURE. 29. ALL DRAINAGE STRUCTURESSHALL BE CONSTRUCTED TO CONFORM TO CITY REQUIREMENTS NTS AND SHALL BE CONSTRUCTED TO CONFORM TO CURBING, PROPERTY LINES AND LOW POINTS AS SHOWN ON PLANS. 30. CONTRACTOR SHALL ENSURE THAT ALL DRAINAGE STRUCTURES, PIPES, ETC. ARE CLEAN AND FUNCTIONING PROPERLY AT TIME OF ACCEPTANCE. 31. ALL DRAINAGE PIPE JOINTS ARE TO BE FILTER -WRAPPED IN ACCORDANCE WITH FDOT STANDARD DETAILS ON INDEX 280. 32. ALL INVERTS IN DRAINAGE STRUCTURES TO BE PRECAST OR BRICK WITH LAYER OF MORTAR BETWEEN EACH LAYER OF BRICK, OR REDDI-MIX CONCRETE WITH #57 STONE. 33. THE CONTRACTOR SHALL RESTORE ALL CULVERTS, HEADWALLS AND STORM DRAIN INLETS REMOVED OR DISTURBED BY THE CONSTRUCTION OPERATION. THE COST OF THESE ITEMS SHALL BE INCLUDED IN THE PRICE BID FOR FURNISHING AND INSTALLING ANY NEW ITEM CAUSING SUCH DAMAGE. L 34. A MINIMUM OF ONE ROW OF SOD SHALL BE INSTALLED ALONG ALL EDGES OF PAVEMENT. SEE LANDSCAPE PLANS FOR LANDSCAPE DETAIL. ALL DISTURBED AREAS WHICH ARE NOT SODDED SHALL RECEIVE GRASS SEED, FERTILIZER, AND MULCH. SEE LANDSCAPE PLANS FOR OTHER REQUIREMENTS. ALL WORK IN THE CITY RIGHT-OF-WAY SHALL CONFORM TO FDOT GRASSING STANDARDS. 35. SHOULD THE SURFACE OR SUBSURFACE CONDITIONS DIFFER FROM WHAT IS SHOWN ON THESE PLANS, THE CONTRACTOR SHOULD IMMEDIATELY CONTACT THE ENGINEER. 36. THE CONTRACTOR MUST COORDINATE WITH OWNERS GEOTECHNICAL ENGINEER REGARDING INSTALLATION OF UNDERDRAIN. 37. CORRUGATED POLYETHYLENE PIPE (CPP), SHALL BE PER AASHTO M252 OR 294 WITH SMOOTH INNER LINING TYPE S WITH BELL AND SPIGOT, SILT -TIGHT, RUBBER-GASKETED JOINTS. 38. ALL AREAS OF EXISTING PAVEMENT REMOVAL WHERE NEW PAVEMENT IS NOT PROPOSED OR OTHER IMPROVEMENTS - STRUCTURAL SOILS TO MATCH / BE IN CONCERT WITH DRAINING A 3 NOTED, SHALL BE FILLED WITH CLEAN, WELL ( ) SURROUNDING EXISTING CONDITIONS OR PROPOSED IMPROVEMENT GRADES. 39. ALL DISTURBED AREAS NOT SHOWN WITH SPECIFIC LANDSCAPE IMPROVEMENTS SHALL BE ESTABLISHED WITH GRASS VEGETATION UTILIZING SAME GRASS AS SURROUNDING GRASS OR GRASS TYPE NOTED IN LANDSCAPE PLANS. ,>f r Always call 821 before you dig. CjNA Goodson Nevin and Associates Consulting Engineers E.B. # 26306 10175 FORTUNE PARKWAY, SUITE 403 JACKSONVILLE, FLORIDA 32256 (904)519-7770, Fax(904)519-7776 r PROPOSED PARKING AREA 2395 MAYPORT ROAD ATLANTIC BEACH, FLORIDA DATE : SEPTEMBER 7, 2018 PROJECT NO.: 118269 DESIGNED BY : JOHN NEVIN, PE DRAWN BY : JPM SCALE : NONE No. Date Revision THIS DRAWING NOT RELEASED FOR CONSTRUCTION UNLESS SO NOTED ABOVE. SHEET TITLE GENERAL NOTES 1 GENERAL DEMOLITION NOTES: 8. SEE LANDSCAPE PLANS FOR ALL TREE REMOVAL AND PROTECTION REQUIREMENTS. "'�w SCALE IN FEET Aule k 1. ALL WORK TO BE ACCOMPLISHED IN STRICT ACCORDANCE - REMOVE NOT P.C. WITH ALL LOCAL ORDINANCES, CITY OR STATE. 9. FOR ALL ITEMS NOTED TO BE REMOVED W �r o' 10' Zo' 40'/00 N ONLY THE ABOVE GROUND ELEMENTS, BUT ALL . z > �•nn . Ii I \1: V, �1�1 '� �' WITHIN THE SUBJECT PROPERTY, THE INTENT IS TO HAVE UNDERGROUND ELEMENTS AS WELL INCLUDING BUT NOT i L -s I �, : �x) --- E --�TE FREE OF ALL EXISTING ITEMSI ;� L, I '�, W AC LEAN, CLEAR SITE, NECESSARILY LIMITED TO: FOUNDATIONS, GRAVEL FILLS, • a� I �' li \ ;--INV.. (4'9/% '� �` NOTED TO BE REMOVED IN ORDER TO PERMIT THE TREE ROOTS, OLD PIPES, ETC. Goodson Nevin I?' • C.)L, I -I I �_-:,- I ` y 24'R SANITARY MH- . TH RANGE 29 EAST CONSTRUCTION OF NEW PROJECT. an Associates I I t7T SHIP 2 S0 I , `;F,, N RIM Ef_v t,7. OF SECTION 8, TOWN ON 10. BACK FILL ALL EXCAVATIONS RESULTING FROM THE � . ... �. �.) L .; U N P LATT E D PART j: 4063, PA E 1371 ,I I_ �..��. �:,_ �, 0 R D S v 0 L U M E 1 ALL ITEMS NOTED TO BE REMOVED BY THE SELLER SHALL DEMOLITION WORK TO MEET THE REQUIREMENTS FOR Consulting t1�in��r� \ ,-I , OFFICIAL REC 3' V V I BE ACCOMPLISHED PRIOR TO THE CLOSING OF THE REAL FILL OUTLINED IN THE GEOTECHNICAL REPORT. E.B. # 26306 - � �- POST 1 ESTATE TRANSACTION. ALL OTHER ITEMS NOTED TO BE . i � I S` a) Z 1. - j E DONE SO AS PART OF THE CONTRACT 11. THE CONTRACTOR SHALL PROTECT ALL IRON PINS, 10175 FORTUNE PARKWAY, SUITE 403 I C� I -) �_ F�) �4-)) �?1�� TOTAL AREA = 2.37 Ac �---BENCHMARK #4 REMOVED SHALL B C- I ---- c � • 1\ G, • A�' t�h SET P.K. NAIL & DISK ��{ MONUMENTS AND PROPERTY CORNERS DURING JACKSONVILLE, FLORIDA 322 56 _.., _ ,, o� IMP = 1.71 Ac. DUROEN eM FOR GENERAL CONSTRUCTION. 1 rroN= 1x.25 �' CONSTRUCTION. ANY CONTRACTOR DISTURBED PINS, (904)519-7770, Fax(904)519-7776 1 \ o c X , _ ELEVA ( ) " �� _\ . �' � ` U L���' � I '?)) i%) rJ, t el +1 �,, ,:° <��::�� TQC)- 10 MINUTES ,, c�} ;� --- �),� LK FENCES,MONUMENTS, ETC. SHALL BE RESET BY A LICENSED LAND '�' . �, X 'j.� ,). �� t.t�^) 4. REMOVE AND DISPOSE OF ANY SIDEWALKS, TOR. V7 I "' N > �,• ``'� -///�THE EXPENSE OF THE CONTRAC V_� r�tv ��_�' �'� ic��» SURVEYOR AT � , >_� cv t`. �. . �,. 4, �, �� �� ��,� `\ `\_ � ��� �Al_'l <')I s r STAIRS, WALLS, DEBRIS AND RUBBISH REQUIRING . \ �/l �� ` �l ) r, . )\� � . F)1 �, - , " b c INV: I, L /c� J �� ` 1 s,��) ,__. 1 ,.,�7)I j :3.90 _,.,.,_--- 1 �1 - REMOVAL FROM THE WORK AREA IN AN APPROVED 0 I �.� �, r . 50 , , , - _ �, I : , 1- t- 1 3 53a{":°� - --- = = cAiCH E 12. THE CONTRACTOR SHALL RESTORE ANY UTILITY r t., � „ „ (1 x.91 �_ -"') _:: V:__. _ .._... � % � 15" E1DPF 7 �, . , , » T r,, 3 ti �,, , G11ATE ( SITE LANDFILL. a ,� _ EXHIBIT F (1..J.8 1 HDPE_ - �_..:- _ ___.._ a SIDEWALKS OR I � . ,SPHALr N cAic H BA<,1N p _ _� -; -- ,, Vit._ INV. (..,6�) STRUCTURE, PIPES, PAVEMENT, CURBS, S I p O.R.V. 6287, 0 E p. 0 - 8 17 �r,, R ----- _ �� ,- X o DEMOLITION TO c RA (1.3.2) N 8 - LANDSCAPED AREAS DISTURBED DURING D i No D1.11 C PAGE 192 � ,) T FOR t - �� , ` 1N1/..(1 1.19) �.i �. - - - _ - _- - x (1,?.: 4) ASf'HAL7 !?R 'v l ` 1 ^ � �' t N ��. { - __: _ --. - _ ;__7_'_ _ _ — — � 5. THE CONTRACTOR SHALL SECURE ALL PERMI S 0 I I i_I_I l If �. 1.1�_._._-....._ : ( 1 3. / _.f) _ .. yon- _} ExHIBIT "c", �} `, THEIR ORIGINAL CONDITION TO THE SATISFACTION THE I DEMOLITION AND DISPOSAL OF THE DEMOLITION �� fl. I �� �� -��� „ „ „ „ SILT FENCE (TYP.) 4�` �,�'` �`� ^ `�� O.R.V. 6287, PAGE 17s & ; � ti�.� S>�F1Ar_T 9, .1-� �' E. THE ENGINEER. �' i ,\ �� , ` �_1.� 1 t «, EXHIBIT D , PARCEL B Q4)' O.R.V. 627, PAGE 184 N y MATERIAL TO BE REMOVED FROM THE SITE. 1,_� ca «.1 G', i' ' ', 6287 PAGE 192 E�" DOLLAR?) -.� - - ` ` . ��. ,� �, ;.. I c. 1, o R.v. T FEES c - - --- _ _ X __ -Y ) - , t , M II ;� t� _ 1 , 13. �.� ��,s ,5 . , - __... �� } ,� CONTRACTOR SHALL POST BONDS AND PAY PER C) �, a fi _BOlPI. )� i , t\:�F` r' , IU ... _._. _ 12 Pl E - , � _ I U)��� �� ;. � ti ,..1 ;. (�_ _ --- 10'� RED�1P a �. 13. ALL BUILDINGS, FOUNDATION WALLS AND FOOTINGS to ��) cx� to t '\ ' :.5.0 1 ) i 4:4 ,��NCRE1 f_ f AD 1 H , , �, ;. -Z � � N r 4„ PALM 8 RF07IP - ; ��h4,1 , �_,� AS REQUIRED. BUILDING DEMOLITION CONTRACTOR ! , i . {'1. , .; \ ��` ._ -- (1 !'.` C;Tki(., TFrAPJ.,FC„ p,. � PAt < < I t �, INDICATED ON THIS PLAN TO BE REMOVED FROM SITE. C " t � /t, 0 L �' (Y3 �" FJA�.M r f. , c> , � } SHALL BE RESPONSIBLE FOR PERMITS AND DISPOSAL OF I� (,. (' eFr,' i �°` OAK 1 F f�ALr ` �,} i -o� N DEBRIS. CONTRACTOR SHALL SECURE ANY PERMITS AND PAY ALL _.l w t , L. Ix I I �� ,� BUILDING DEMOLITIO ` \Y I II to +n n t., 11 Hi N. , �' I h I t ��• \ ��y FEES AND PERFORM CLEARING AND GRUBBING AND I. �... S X r �, p N m a� a x - - F -- �`' t�� DEBRIS REMOVAL IN ACCORDANCE WITH GEOTECHNICAL I I M-4-, �+l)� W f�;=i Q a �. -�, r > 6. THE DETAILED PLANS MAY NOT REFLECT ALL UTILITIES ON :. `�� i Pp - '�_`� x REPORT PRIOR TO COMMENCEMENT OF GRADING 1 I j I �_.. oo N s ERADICATE EXISTING PARKING THE SITE OR SURROUNDING STREETS AND PROPERTIES. } N I I o LOCATIONS AND OPERATIONS. IDEWALK i _:,� C 1 },� REMOVE R THE CONTRACTOR SHALL VERIFY LOCAT 0 1 REMOVE EXISTING S ,,_, !w LOT STRIPING, R O TO PARKING LOT N HANDICAP SIGNAGE -�� I - -- _ l : -W' I p,,�r� oR �, FqS R EXISTENCE OF UTILITY SERVICES PRIOR TO ,, �� � - �� ,._ '- '.. - � ,, �,; ,- -- --- ; --, - - � t � t: I >>� C� (_ 1 �� �, �� � o �, Q , � ET � 4. ASBESTOS AND ANY OTHER HAZARDOUS MATERIAL SHALL EMOVE i ' - Q r 28 FN CONSTRUCTION. THE CONTRACTOR SHALL CALL D R > i a: 1) .__>` ,,.r. 1? ^. - :: 1Z�� \/ (_:-�__.aMis <�' _) SAWCUT AN, - I) I I i {, I �iI - I .I �, :- _ ,� __. �._ -�✓ x 0 s ? p r COS GENERAL CONTRACTOR USING A . `` , ._ 11 - �_ -:D _ __ _-. -- qc _ BE REMOVED BY THE GEN �I xISTING PAVEMENT I - I �' ; ,,. I, - r I C E i i - . ^ E SUNSHINE AT 1-800-432 4770, 48 HOURS PRIOR TO II E I _ r. x�,; {� I`MI �� ��Jf\t I___F_ I IO�� [ i D CURBING �� ? 1 X N LICENSED HAZARDOUS MATERIAL CONTRACTOR. AN , I i ,I i �..� -: I W �, REMOVE EXISTING �l—� E ONSTRUCTION. ��( w cp\. t,Jli•A71 { (� f t I I rs, A� > p (,RAT 11 I ` < _. _ ...> �-- o LET ' r� -,I - IN AND PIPING I >.�......_ i I -. I L� I_ ") t{� N .; �; c ,� � N :::_ INV. LEGEND. \. v °,,�:, >� �.1'°' �' C� _�' -- - �_� =�� ( RTO REMOVE ALL UTILITIES TO EXISTING 15. SEE SURVEY FOR EXISTING SITE G �: �' u' v u 1 , ; i� <; . `\ �. l:,A (G H B.A OI 11 _.. f, (� \/ � �, , 7 THE CONTRA ( 1.1, c�RAIE I i HAND HOLE Cr .:_-,_..._ . o � �, _ 1 , � RELOCATED X .-___-_---- I ___ �. --.� 'i�� , STRUCTURES WHETHER SHOWN OR NOT OR ARRANGE �,' ". }x `\ FOR THE APPROPRIATE UTILITY COMPANY TO CUT AND 16. SITE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING i I :. �-- = �' �..t , J y'1 �i�' ^� PER ELECTRICAL PLAN \� _ ;� ,� �. �Ik, ��.� INV. (8.1:3) I i ND i. �,� t� t ' AND REMOVE CONCRETE l T_'1 I P SERVICE PIPING AT THE PROPERTY LINE OR MAIN (AS THE SILT FENCE IN ITS DESIGNED POSITION, UPRIGHT AND BENCHMARK #2 FOU I, P.K. NAIL &DISK � z i X \ ::)NCRETE wfT1 r '� (� - ASPHALT I I C E MAY NOT BE SHOWN ON THIS WORKING PROPERLY TO STOP EROSION DURING THE -T REQUIRED). ALL SERVICES DURDEN TRAV.PT. `\tx ,, x'� i ,`; , ) U� 1 r ELE 'TI�'!c HAND �I��1_E EXISTING GA E TO EXISTING FENCE TO . c , / , PLUG EXISTING PIPE ;,: Cn bel ') � ELEVATION=(15.07) {C, ��,I`-( ELEVA ) �\ LI I ( (}� �`' �r1 E HIBIT "D" PARCEL "A" BE RELOCAT D BE REMOVED �,. c�. DURATION OF THE PROJECT. N.G.V.D. 1929 „Q- �� 1 /��' '� . To REMAIN PLANI -11.. N.G. (:\��) } i ` ` �.. �... '� J 6287 PAGE 192 1 `�` ��_ _ __✓/ �' - - .,I r F� �.: �� A Ix V. �� » --.._ - -._ :, CXR _: O PE ,�_�. „ ' EXISTING - c)1 I o -.c <_� «)_ - : z,� , , , t /.�, . r l / \.0 ,> �' REMAIN ` �;",220,t� `, (" � 1�_." 3 1,1 b7�t' ,v tr , i I f f_ > _ x - ) w�c J ' `� �,[� PIPE _ _-- - � (V t,, -. .p (1,.? x- xx- .,h.-_._. _a- - _ _ X �` 6' O f __. .__._ r IRON ,,,, \ , � .7 i �,1 SILT FENCE (TY (� b,q j:_.._ __i -- \ , /_main ,,.. ,�,- h1. FENCE 174 95' _ --� rRo -PIPE <Z s �t c.� �, _. J X x v x 12 \ �- L1.1 G � Z, \\;\ ;vE.. _r n,. -, .� I l 13.1 :7 �� ' . _ H_.A9WAL1_---- C{ _ ,c t� �If1N1)AfrL _. T" �+ d } _ u5 �\ �.. t / 1 YARD \ ( �) _ {> :._ � rz STORAGE , �. t, _ - - • _ , I,f ,u� r;U7-Tt"R 13 3, S - , ' =E:' - 11_.61 CU c7 �_� \\ _ _ _ -11 �_ , ., �} - \. i } d{�� �� �, �� . SAWCUT AN REMOVE I Z ` I Q, �' V cn i ,.. ^ // 0 i � N �i _ (--) O' � }o � GP ^ � o a � ° n � �` ~ `} \ �_ �� \ y, - I 1, I EXISTING CU B SAWCUT AND REMOVE ° 4 _ _ _.: __1 ? - c 4 \�c n A��} t �,} EGRESS cn ��, ' ,: ^�° INGRESS & �. J 4, i a (n w r'�'--- -4-SEMENT RECIPROCAL C i) 11 ts0' ti)',4)1 IdI.\ �� \ _ EA (RECIPROCAL) -- __ .& _- a ; �,3{I RB I `y ° al ---- s -10 l \'(D -'r .- .Ul. _ - - _' ,�, EXISTING CU I -- - - I c�� x �c�- \ 50 _ ✓ -- ° , ((�_ c : -, FJ , �._ r l .-. .. - S�i�, - -- -__ .. .. - „ �7. U 1 J..J 1� ��.. )• %, .� 4,. a tin , -.__. - - fr K) .X�h` , . . n __ - I 4' S )All f� -. ., 6'` ) .� I { Ia i a A i......... \ j -, ' - i { } 1 �5 L•1,Y 1.1f`a+ .:r1 l b i -- N_ 9 . I 'i ,. _____._._X I i 1 i c.� t i Cn 9� �} /. \ \ - - " i I. ° \l -_ i , 1` I � -� s X I �: X t0 x .: - I} \ N\ti �i aI n° I I , , j '� I I i \ 1 Iw ,;---, _J i' I •, » x �. r \"� /c Y x - \. I I I' I a c) 1 R' , -�' /\/ .� -...- 6 c\ .. 18 PINE. 0 ; l r,,.- ° 3 -' i°. ni I�1.., i. I I - ��•LI IT OF FENCE4 - L c> - - - .. _ _ _. -_ -_. 1. _�__. - I ---- i i r \ k r l . I `t r I �s „ �1� ?A �. 0 0 ._.___ _ --..,r _ � __ _i �__ _ __ ° e ._ __ . _ ��, � I I I I - ___ - _-_ � \ ,v - -' /�--'';. } EXHIBIT E �} -- a _ I EX _._, h U ),1. __ I �� RE OVAL I-, , ( - _ - _ ,I x 192 ti - 287 PAGE O.R.V. 6 L �;. 1 - -- - - \ \ ,�- �i - •- Q 0 I .. ;1>:�� r.,, -, I�_ EXISTING TREE TO x t `\ �L. - x - - -- r ' ,,` �:Z - `' {> I II BE REMOVED (TYP.) �- ,,: _ -A I:- -_-- - ___ --- - _ _:_ - ./ ��'�� Q O C:) I I ,. J .11 l 24" RCI' �/' �1 t - ) �, �, I PAD AND ENCLOSURE �� �_- \ \c�� I 11 " PINE _ - - x .' . - . >k \ �, t l ` _� �� C- I ;EW* :i , 3'' >rNE - t 1 REMOVE EXISTING LEAN-TO�'�1 `/" \ A, I -. I I I I I o 0 1 P x F 1- RAM[_ Lt AN J 0 X _ _ -. _ _- -- � i i x cnvf rpt i) c�Ncr,r- I1 AND CONCRETE SLAB _ \ \ c) \\ n ,i 11 1* I I( I`j 1 _ _-.. _.__. _ j _.. .. .. -- .. - . - . i Q_ ----' . __ _—_..—..._ - - _ _ J 1 i 1 I 1 I { � �j� f]�fiJ1 CJ � -- :�\ '- _ ar' - -h.- ` \ - \ i l 1 iN 0 (. " BAY ' ` �� ` a , F. �, - p BENCHMARK #3 - - 4 I to „ I M l� F� f - V 1, �i j ' J// � 1 . 15 " PlNE � , . - 11 __ t.� FOUND 60 PENNY NAiL & DISk �1�' �� ' \ ` Vd I � I I �V I 1 7 Fir'" Vt' , ,l f -- `, \ 1 rr: (. I , -- ------ - - r �) � - \ C� _. - . �,.18 f �l. U EN TRAV. PT.- _ _- URD L i ELEVATION=(13.65) �} 1 __ Cn C..� G�l \ -L i.i j, y i�- '. , _;11 I m, ' _ I r» ', ' 61 N.G. V. D. 1929 I L �� -__ _ - /' a \ � _ �I \ n CD r n rt 1.,. cn ; J OAK X �Z, + �._ - _ \ 1 '�J V 1 f I _ <1 O l' I N / � _- v \ \ Q z `• , . rte) I „ M. E. S: <,�p u) V) -n t1 1 n IF Ert 2 PINE QA -- - ----- I ° 1 \ Q) I s- t x - „ \ 1. -) I _ _ i 1.� FiNE 16 F-INi_ ,6 OA \ \ I � 1.'. PINE 14' OA - \ `� ` Z ; N c_.) i I N. x 1 _J ' PINf.: \ } ?„ OAI } , .. 1 1 )Ak I �� >_ � 1 cn ® ; 1 1 (J. ,1t '1 - (CLUS7 E_ ) , 2� i 1 \ � I0I �} K �) 0. 1, � 1� _ 11 EXISTING \ 0 \ \ ` i „ (LAK 1, " 1- `� " -= - - .__ �-� - - 1 OAK �'\ , b \ J l \ ` �� `N 1, ,- f Nl', (i 0.73) \ I C� \\ � �.,_ x ��, �_ � 7: MAINTENANCE 1f \ \ A 0 i I I SILT FENCE (TYP.} 10" OAK 1f3" PINE / . )1 �� I MAI I \ i I a ` 11 .„ �?n� N-}� n \ \ 7 Z l \ I I � IN x t} , 1 I.' 1 1 OAK x x _ 1,') _ `Z� - - --- - -- A° BUILDING • 1.i I \ i\ I.L� 13 ” n/4- CLEAN OUT 1 EXISTING \ \ 1, \� I- � X;�� ,�� \`' EXISTING LIGHT POLE IN THIS xk \ , ­ - ,.__._.__,-__.___.1 --- -..1__-___ . S I ! i I I x I `_ k RELOCATED, (�- . ° F. F..- 1 3.50 CNV. (10.73) I \ ` \ , \\ 1 ISLAND TO BE REL _ , z I I i li 1 �„ Pvc RETENTION POND\ . \ � \ 1 0 i \,! j I I I� r j „ ' SEE LIGHTING PLAN (�-, , -_ - . __ �. o - - I TOB 12.0 ,, I i iO I I * 10 O��K 14 FINE x �-_ � wv: ) t 1 , -: (7.0.5 `, 1 ,� 4 , t\ I I,,_ �� I _ �II 1.� BOT 7.0 \ 11 —J h \ I\\ , 1 I X I �: I ,1tk- REMOVE EXISTING I -- - � - I Pl, \ ' I I s 1 s OAK CONCRETE SLAB n ;} I1 ��' �� �o ,�� i ,ti�)o �� I ,� \ '4" PINE 12" OAK `, , ,!- �'.1 ; 24 ,ANI,ARY ,,[4 , ct)) ��~ \`\1 l,�tij� ` -_ �I t1_+ ` `�t��n1 2��>} E-- \� \ I \ { 1 __ _ _ - - - _-- 4�t�u'; �� N RIM ELEv- ( 12.Q6 7 r� I cc��r« I -' - x x -- - - x _ r' L ►I _ A,'PROX a1L x \ I\) c 1 F� I L x 14.01 .: ' �AP. , ) -. I x__. x m �` x_: I �o r r IV of f OND � x_ x+� �>k� t,F. _. _ l �__ i ,' , __ , ( - . -ter- _ - --_ _ � X_ -_- - - x /\ �.. _._ .. 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I x >. -- -- /... ` x `-. ... ..� -- _ A. ,- +y� 6 - I x -- I c� N} _- ccs �F, INV �t'V11 I Y. x �, CFlA1N SINK f NCE: . - U 'O I 1 ` i- �4 mwt ,- - x.--._ xIj - \S t �, W �� �� �. ( - - PIPE TO IRON Pi PE) - - I CONC(1f..1l r;ING \_ i ��_ - - - _ - - � .89.96 ' f1 . - _ _ \\ IRON 5" EA�7wAf L - _. 11 i V. (.3.82) __11 x � ��°`; ` / 16 � - o.-�, <�14 �� I I � S88 O W538-96 -. --.. -- n ___. -- 42" RCP _ coNc,,� _TF PARKINGIt ---- 1-__ -- - 4� i,. V V � - _ _ — _ -j��i•' I __ to - _... - -- �i l I f CHAIN LIJ FENCE-------__ 42 RCP 4 a . t - - ,H ' 1TF3 I _ 42" RCF - f_3 -- E INLET �- --._ ) - x :. -_ �) DRAiNA�, 1 y (;Rr1TF i4 ( I ) �_._...-_ 36" DRAINAGE MH / 11 I11 I �.�Ct� _- iN'V� (4 N P1M f_L. EV = (13. F 8) . VOLUME 6410, PAGE 183 I (�- OFFICIAL RECORDS «_ I W -E) � I I I'll- (PAN AM M I N I STO RAG I to t. �� _ - ' I i I > "� I�? _ _1.- �>;;t ' OUTH RANGE 29 EAST I i i � �: -_:a I I I SECTION 8, TOWNSHIP 2 S , fyi t + I NPLATTED PART OF " U I _; (- I I I 1�_, �� I N i Always call 821 before YOU dig. �_1_r C3) i �\ i � ,i - �_L 4� I i f to ..) , i L i - 1 ,.i1 I)_ D ''\ I i I _ -.1--] i,_ 1 c_) d c - I :11 I, i; 1 , 1 C_ I - ( i PROPOSED PARKING AREA 2395 MAYPORT ROAD ATLANTIC BEACH, FLORIDA DATE : SEPTEMBER 7, 2018 PROJECT NO.: 118269 DESIGNED BY : JOHN NEVIN, PE DRAWN BY : JPM SCALE :1 =20 No. Date Revlslon 1 10/22/18 REVISED PER COAB COMMENTS THIS DRAWING NOT RELEASED FOR CONSTRUCTION UNLESS SO NOTED ABOVE. SHEET TITLE EXISTING CONDITIONS AND DEMOLITION PLAN 2 e. HD HEAVY DUTY CONCRETE PAVEMENT P.C. Q7 # OF STANDARD PARKING STALLS LU C.)Ld 1 s EAST --, TOWNSHIP 2 S UTH, RANGE 2 PART OF SECTION 8, 1 DATA SUMMARY REQUIRED PARKING: EXISTING PROPOSED STANDARD: 9'x 18'= 28 104 PARALLEL: 9' x 20'= 0 2 HANDICAP: 12'x 18'= 2 5 COMPACT: 8'x 18'= 0 2 TOTAL PROVIDED: 30 113 NET 83 NEW PARKING SPACES ZONING: BB -2 LAND USE: COM LOT AREA (BOTH LOTS): 114,848± SF (1.2.64ACRES) TOTAL IMPERVIOUS AREA = PROPOSED IMPERVIOUS AREA = 79,976 SF 79,976 SF / 114,848 SF = 66.2% UNF'LHI Itv L RECORDI OFFICIAL VOLUME 14 GENERAL NOTE I Z 1. PROPERTY LINE AND RIGHT-OF-WAY MONUMENTS SHALL NOT BE DISTURBED BY CONSTRUCTION. IF DISTURBED, THEY SHALL BE RESET TO THEIR ORIGINAL LOCATIONS AT THE CONTRACTOR'S O EXPENSE BY A REGISTERED LAND SURVEYOR. CL U) I' cn � n1 O W / X n z � � 2. PROOF ROLL ALL PARKING AREAS. NOTIFY OWNER INC. OF ANY N r UNACCEPTABLE AREAS. (SEE GEOTECH REPORT) _ _. p n_ 1-1. l /� . .:.- „ „ �� m 3. ALL SITE DIMENSIONS ARE REFERENCED TO THE FACE OF CURBS I ` �Q? A�,£,Fr£:T EXHIBIT F N 8 Cho 7' 5 0 E 2 5 0.0 0 m ; o .;- O.R.V. 6287,� -� N W OR EDGE OF PAVING UNLESS OTHERWISE NOTED. I � o AG�1 S2 Z 1 H CONCRETE � _ 4. ALL SIDEWALKS, CURB AND GUTTER, STREET PAVING, CURB CUTS, I LJC5 `,` .� "� EXHIBIT "C", DRIVEWAY APPROACHES, HANDICAP RAMPS, ETC. CONSTRUCTED c.} cr__ HEADER CURS I �� _ I _ „ „ „ „ PROPO ED FENCE O.R. . 6287, PAGE 178 & STANDARD DUTY ASPHALT t> EXHIBIT D , PARCEL B 0. N. 627, PAGE 184 ASPHALT PAVING OUTSIDE THE PROPERTY LINE IN THE RIGHT-OF-WAY SHALL o .R.V. 6287, PAGE 192 ,-�" 8C)LLARD__ _ __ CONFORM TO ALL MUNICIPAL AND/OR STATE SPECIFICATIONS AND ,, � �, PINE __ _ - _. _.. - - 1 ntr l _ - -- -' NTS. tr, �. i 7' j 50 �' Co E,t_ PAL) ,Ar , � �` 16 REDT£r' REQUIREMENTS. 14 P 1 tv9 £� REC)77P R M TY DUE Er_Fr,.rRlr ?RAN`>T ir;' ?ER I. , o, _ 5. ALL DISTURBANCE INCURRED TO ANY ADJOINING PROPER I 1 t d 1 E�' A4< 96i ! �._� ---. .- -._.. ��. ..ti. .�-.r.w. w r�r 1lrnT/lnCrl Trl TLC u �—W E --a c ONA Goodson Nevin and Associates Consulting Engineers E.B. # 26306 SCALE IN FEET 10175 FORTUNE PARKWAY, SUITE 403 01 JACKSONVILLE, FLORIDA 32256 0' 10' 20' 40' (904)519-7770, Fax(904)519-7776 r • No 54666 S TAT tT--'-)• L l J a I I I I . I � P.C. I - i I �, I I . t.0 I Uj (.,) 0) I . I: '> -4,* . I , n_ 1__� �3 I I I I . . I . I I I I I - . 11 I I I I . I I - I '�, . '1 � I _<� M I_ . I I . I . � B 11�1` /\ _J I ., . I I I � I U'. I _,_l � 1�,�� I �. 'A I ,q " P V C . 11 I-" I /I I.. � A --- I ��i 1�1._i�,_� I . � "I I \, . " I . I - ",--INV. (4.9.111) � r" ��-.' > LIA / � I � I (---) � )� i� I �_ � I ___­_____ 89_________ . I I I k_�)t I . i U-1 � 119- � . I - H � � cr,. � I I '�,__ ,_ . (_ - ) . I �­ � 24 " SANITARY MH ,- 11�` I I I ( >1 Cpp I—' ION 8, TOWNSHIP 2 SOU I f � � � � . 0 LF) N . N RIM EL.EV::xd �', " PART OF SECT I 11 �� 1 0 �j 0,I (A I NOLATTED I -, . �� � i ­\� I I >,_4, W UME 1 4063, PAGE 13.71 1 1 V. � - 7 �� \ I I I I-, �)_ ,,�, ! OFFICIA I S-13 . I \\/ I � , (ii tc�o -5. � I . . . . I -, I TYPE'C'INLET . . I I -�,-.., —, 1-- — I I I . �1) . POST 1 � . ('.'.'.� I 1, I I r -) ,rf I co � I GRATE EL. = 12-60 i �� < I . � , 14 . z ,q_), - ��'l I Q.) '4* , . �) 0 �6) ,") -BENCHMARK #4 INV. EL. = 8.38 � . , I I Q.0 !y- 1- N91)(D) TOTAL AREA = 2.37 Ac 1- ­ I:i NN. N ��. 0 t;�._ SET P.K. NAIL & DISK , 0" I � I - . I �� 'I I I ��-- \ � kl, . I " . .1 � . . 1� I 11, - N, I �111\ �_; �_ 11 , ") \ .-,*, , k IMP = 1.71 Ac. ) -N,(� J 0 , x � . . 4, � Q�1) b) k \�b. 1�� . I � < , , I I ,- I N= (1 6.25) '6'-,, �N�N- . -T_ I " ( 111..<­_� I (-,:) �S�_ ELEVATIO "..), - . -v "A 9) I . I C�.. I 11 I . �, ( ) '� - --- --- A- D. , I , t�4t IA "---, , \, , , \ 4) . I ,/) � "� � �� k ) (� \,,� q �) � _:�7_,__`___­­_ - . . (IL ,�,, T(c)= 10 MINUTES 6), I �( _� It" 0 ) N. 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" 1, , , ftl� I I I _: 1: I I I 1, ---.\ , , , I 0 12.90 r� " , � � � , I , � , , , � , - .i 0 � - �', ,�. �, _"�' , L, _ , �1, _-, � 1:� 11� � ) �� , I I I- ,4 � , L I - , I � � I .1 _�, I "� __ , _ �, -- - �, ­ I i 'd " I � I 1� ,��, I I 1. �" � I I i � Q') I ­ I � a_ r I DRAINAGE LEGEND POND INFORMATION ELEV TOP OF BANK — 12.00 ___ ___ __ 100 -YEAR (SCS) STORM ELEVATION 11.25 25 -YEAR (SCS) STORM ELEVATION 10.71 5 -YEAR (SCS) STORM ELEVATION 9.99 MEAN ANN. STORM ELEVATION 9.63 BOTTOM OF POND 1 7.0 1 � N o'"o"" /000 %% / ..q W +010mllx E ;;-- \1 S IM—m-m- —E1-! Fm - - - I 0, 10' 20' 40' . , " , . �, .1 11 �, � I I I " 11 I%- ., � j 1, z6k_al I .1< I I CO NEC y t:7,1 111,4u . �__ � �2, .. & - I I C--� I - — , � �.-p-iffivN 1� � I I I - -_ I I I -1,i I 11� � I I � -1 I 4`% I �A� I I — "� I �;,-. - I � . L di . r, ...­ , , " I ,� � 'm I ' �" ­ I _. "Ill I t I . I � �1� . I I I I % - I - I '"I-- . 11 . ,5 � — . I � ( ) . V� , :�;: � - 0� '. 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Q� , _ fi­ C , I I I I - i �, -11-1 - 0� ' , L � "� ) -_ \ � I I I I \ C ,� ��, ___ -_ \ \ \ I i p "ON" .,-.-.- , , �., , � , I ,�11`0 �',� _t__.____,�� -_ * "��i DURDEN TRAV.PT \ \ I I 1; I I!, ��� �� . �, � , I � I I . SET P.K. NAIL & DISK \ � . -� ­ ,,-, T__ .1 �, , 1 13.70 1 � ­: � : , � , , 11 � 11 -- �t I �� I I W, , I _i�_(� - 7 --- I �� , 141 _ � ' LU '�.� -1 0 , . 1, I I , � � ,:, �� ,J , , I �� � 11 1, ,1 , � I _ - 5 (N 0 .--*-P"- � 7 7 , C 0\, I ::,__'��': � I � , I 1- , .. � 0 1. 1j) , ^ U) , U . - I � , � I I I I I ___INV (8. -11 _;�\ \ �, _� . , � I I '. I I I I � , , � �r�l 'I", . . I 1. , ��, , ___._._._.___1q1; X_ - � I . I I � Nin _1 - '. . . ,, "'r ., � I .... .... I : 1 _ , Rcf� -_ % -<- . . \� ­ I , I I - ,� � 1.� I 11, . � - , " �� I '-1 I - �11 11 . ,�, 1, I � � I � 1.1, I 1. I . I � 1� I -1 - ______5__ \ 'I" uj \ I = . 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I " ,� , " � j"/ -_j i -) ,:�. z V) \ \\, \ I " f) h \ BENCH' � - ­ \� '� H � i) _PHA - ,�-� i '�_� �_.___ ( I_ ... I -L I ( I D I I CL. () � __ xx�� I , I . I ,,, I ''I'll, '�, "" "', I I I I . I � .. , , , ','..'� _,.z - - A � .1-7 - \_ � �:) C-) 6--) \ \ \ . ,,---P.K. NAIL & DISK �[) N,(-) Ix x � I I '' I I I 111 �. I , I 0 � V) 11 . � C) - i -_ �� � I . , � � ''I 11 , I -, I �_� 1�jj I_ \ , � 1. � I I ',� I I ,� I I 1W.1v 11 I � I , � ,� , �_� \ I \ \ ­ DURDEN TRA 1� 1. , �.­ " — I - � I , I ,e C) � I- \ \ V.PT. 11 I � N ­. ,.. � 11 T11 � � ,�� I'll , :�� I I � - I I I ., I ,el, I I I I . :� I � , I ­ — I I I ". I -, . I I 11 I �� . I I 1, ., � , I _1 .1 I I , , *,_� ' >1 ­ �0 dd� . 11 // ) 11 ,I I - I I I ,� " - I 1, �, �, �, I U) I(,)- 6 " vlr�-m)Fl? E�_,. - _(,,,�� � 11 I � I 11'% �', .1 ,� ,� : , 1, I .. , (,�IHH � I - --- ____ �(;�,:� - -_ _ � I I --A , �� ELEVATION=(15.07) t(� 11 I" i 1�'� 1� I., ( , t'��, i I - I I I . 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I PARKING AREA 2,395 MAYPORT ROAD ATLANTIC BEACH, FLORIDA DATE - SEPTEMBER 7, 2018 PROJECT NO. - 118269 DESIGNED By : JOHN NEVIN, PE DRAWN BY . JPM I SCALE : 1"=20' ------.---- - No. Date Revislon I I i I I i I THIS DRAWING NOT RELEASED FOR CONSTRUCTION UNLESS SO NOTED ABOVE. 0- - �� m SHEET TITLE PAVING, GR__ADING AND D-R-AINAGE PLAN --- IIIIIIIIIIIIIIIII CENTERLINE OF PARKING SPACE NOTE:T­­ PAVEMENT SYMBOL SHALL BE -d PAINTED WITH WHITE TRAFFIC PAINT WITHIN OUTLINE SHOWN PAVEMENT/STABILIZED PARKING AREA -4- 2411 _J z 4.511 LU LLJ CO > Z 2"x2fqx < m - JL 4 8.0'LONG, PRECAST CONCRETE PARKING 0 L- LL 0 T_ 1. BUMPER Uj W ll '' 1 1211 Q " I Lo < 0 < II W U_ 2 - # 4 REBARS TYPICAL SYMBOL LAYOUT ■ co P Lo # 6 ANCHOR PIN 16" 9 DISABLED ;;t cy) NOTE: USE TRAFFIC BEARING LONG (PAVED) 30" PERMIT (HD) GRATE. 9 ONLY LONG(UNPAVED) - I I 0 0 _--j- LL) ( $250.00 FINE:)] PIPE MUST NOT BE< NOTE: cc IN CONSTRUCTION It co JOINT USE 6' LONG IN STANDARD PARKING 00 0 STALLS WHERE SHOWN ON PLANS. WHEEL STOP (TYP.) 8" 21-011 811 2" x 2" x 1/4" 2 5 CONCRETE WHEELSTOP DETAIL ANGLE IRON SEAT i z I*SIDEWALK FLUSH WITH PAVEMENT C\J,f ALL EXPOSED CORNERS < SEE PLANS FOR LOCATION OR AND EDGES TO BE HANDICAP SIGN AS REQUIRED BY CL USE OF DETETABLE WARNING. I i LOCAL AND STATE ORDINANCES w 1) -- WHITE PAINT CHAMFERED 3/4" LU U) REVISE WEIR AS SHOWN • 3 EACH 6" WHITE 99 12' 12' AT 600 DIAGONAL w a5.1 PERMI EQUALLY SPACED SLOPE PLATE TO DRAIN 4 4" ALUM. DIVERTER ONLY 3'-O" PLATE #4 @ 12" O.C. B.W. C13 W/ 1/2- GALVANIZED SKIMMER ANCHORED TO WALL TURNED UP EDGE OF PLATE JOINTS WHEN REQUIRED 24" RCP OUTFALL ANCHOR BOLTS @ 12" O.C. 5-3/4" 6" 1 611 611 INV. = 5.00' 5" EXTEND TO OUTSIDE GRATETOP 12-83' F -L - (TO S-10) 1 5'- 10" 24" RCP S= 0.18% FACE OF WEIR L z _1 2 811 z 21 ALUM. DIVERTER PIPE TO POND TOP OF WEIR 12.41' S7 - - 2 1 PLATE INV. 7.05' a > 2" SQUARE TUBE WITH CLOSED IN SOME CASES •WHERE SIDEWALK IS FLUSH WITH PAVEMENT, A DETECTABLE 0 0 if • .0 0 q 0 o 0 0 FROM -0 4�- 15 V. LIJ IN STOP SKIMMER 4 0 BOTTOM OF 18" WIDE w TOP. (TO BE USED ONLY IF SIGN WARNING SURFACE MAY BE APPLIED, SEE PLANS FOR LOCATIONS. 0 0 -0 C BOTTOM OF GRATE WEIR CUT = +&9'9.15 cr_ GROUT, OR "RAM NEK" > z < IS NOT BUILDING MOUNTABLE) 24" A jM�,,r '0 .0 BOTTOM SKIMMER > 0 CD ALUM. SK LR 0 fn 2" 8.50' NOTES: < 0 0. 1511 ..0 > 2" X 2" X ..6 BOTTOM OF48"- WIDE JOINTS WHERE REQUIRED 14 ILLI 1/1" L C _71 81, 00 _j SEE PIPE GUARD DETAIL EACH SUCH PARKING SPACE SHALL BE CONSPICUOUSLY OUTLINED IN BLUE ' P, WEIR CUT 9.15 L-cV_ LU 4'- 0 SLOPE -0.18% #4 0 12 O.C. E.W. #4 @ 12" O.C. B.W. PAINT, AND SHALL BE POSTED AND MAINTAINED WITH A PERMANENT, TO UTFALL .0. 0 0 1 ABOVE -GRADE SIGN BEARING THE INTER SYMBOL OF ACCESSIBILITY BOTTOM 4.50' 00 00 ", , L 2,11' FIR OM SEE USE 5' 1 1 a2' PARIONG BY DI DISABLED p T 4 ;11 0 �/TE E=0.187 TO CONC. WEIR 30" # 4 BARS 0 6" O.C. PERMIT ONLY", OR BEARING BOTH 0 0 BOTTOM 4.5' A + OR THE CAPTION "PARKING BY DISABLED t� 0. 5-3/4" 5-3/4" 0 A SUCH SYMBOL AND CAPTION. SUCH SIGNS SHALL NOT BE OBSCURED BY A 12" KING SPACES MUST D VEHICLE PARKED IN THE SPACE. ALL HANDICAP 0 PED PAR 0 0 C I ) x�\ SEE PIPE GUARD DETAIL .0 SECTION A -A 0 -0 0 2. MIN. BEARING CAPACITY 2000 PSF THE LATEST FLORIDA BUILDING COD i NOTES: 1. CONC. DESIGN STRENGTH 4,000 P.S.I. 1117 DESIGNED AND MARKED IN ACCORDANCE WITH THE STANDARDS ADOPTED BY t It, I I.A E, SECT. 11-4. 00 2-1 /4- 1/2- GALVANIZED 24" RCP FROM S-7 NOTE: USE TRAFFIC BEARING BEARING CAPACITY 2000 SLOPES ANCHOR BOLTS @ 12" O.C.(HD) GRATE. #4 @ 6" O.C. B.W. 2. WITHIN THE HANDICAP PARKING SPACES AND ACCESS AISLE, SURFACE SL (3 SIDES) <:� DIVISION 13OX PSF MINIMUM NOTE: SHALL NOT EXCEED 2 PERCENT IN ANY DIRECTION. PLAN MODIFIED "E" INLET NOTE: STRUCTURAL DIMENSIONS MAY VARY AS LONG AS H-20 LOADING IS MET. ADDITIONAL SIGNAGE MAY BE REQUIRED BE IN ACCORDANCE WITH FDOT INDEX NOTE: CONC. DESIGN STRENGTH 4,000 P.S.I. (FINES, ETC.) CHECK WITH LOCAL 3. ALL ADA PARKING SPACE STRIPING TO GOVERNING AUTHORITIES 17346, SHEET 15 OF 17. TYPE'C'INLET DETAIL HANDICAP PARKING SIGN DETAIL HANDICAP SPACE DETAIL S-8 OUTLET CONTROL STRUCTURE IDIMENSION & TYPE 711- - 711 CONCRETE SECTION A B C 5" 5" PARKING AREAS 5" N/A SEE NOTE 1 LOAD I NG/D U M PSTER/D RIVEWAYS 611 N/A SEE NOTE 1 1r112" EXPANSION JOINT 1 - /2"R, 111 R PERVIOUS PAVEMENT T 6'1 ISEE NOTE 2j DROP Cunp WIDTH AS NOTED ON SITE PLAN 1/4" MATERIAL/SEALANT -tj DROP CUR 1/2"R (TYPOOM FINISH < R-1 1 1/4' 11 =I T 1/2"R 36 U.O.N. (TYP) 12 00 1/2"R 4000 PSI CONCRETE 1.5%(U 1 1/2" 1/2"R I - =_ T 7 5/8' 71f PAVING (MIN.) 711 6 3/8" R1 -1 SIGN (STANDARD COLOR IS < co t STOP -RED BACKGROUND WHITE, SEE PLANS Zz mrrw EXPANSION JOINTS 36-101" O.C. MAX. 100 y #3 REBAR (TYP.) FOR OTHER COLOR PROVIDEA TEVERY SIDEWALK INTERSECTION 1811 181v- 1 APPLICATIONS) j 6"x6",W1.4xW1.4 W.W.F. t co S TO P_�.I ;I 1) J EXPANSION JOINT 'WHITE LETTERS _11 --I . T_ MEDIAN REJECTION CURB COMPACTED CITY STANDARD ISOLATED- SIDEWALK CROSS SECTION5/16" X 2.5" LG. PIN HD. BASE Q. 1/4"R . . ......... BOLTS W/ NUTS & LOCK COMPACTED NOTr-..-%-;. (TYP) T/3 0 WASHERS NOTES: SUBGRADE 0 0 0 0 1. WHERE SIDEWALK ABUTS BUILDING, SEPARATE W/ A 1/2" 41111 8 101 CONCRETE 0 3.5" STEEL U -POST, 3LBS/FT., 1 COMPACTED BASE/SUBGRADE SHOULD BE AS SPECIFIED IN PREMOLDED MASTIC STRIP CONTINUOUS. 10, 0 PAINTED ENAMEL GREEN GEOTECHNICAL REPORT. 0 2. LONGITUDINAL WALK SLOPE VARIES, SEE PLAN SIDEWALK 1000 CONTROL JOINT WITH SAWCUT 7 7/8" 4"R 1/2"R 919 811R'1/2"R 3/8" DIA. HOLES ON 1 CENTERS 2. SEE PORTLAND CEMENT PERVIOUS IN CITY R -O -W SHALL BE FIBER REINFORCED CONCRETE AS 6" 619 711 US CONCRETE SPECS BY FCPA. SEE WWF IS NOT ALLOWED IN THE R -O -W. -4 FDOT AND AMERICAN CONCRETE INSTITUTE (ACI) FOR ALL OTHER j CONCRETE REQUIREMENTS. SEE PLAN 1811 1811 1/4"R 1/2" EXPANSION JOINT (VARTIE-S) NOTE: 3. CONTRACTOR SHALL REVIEW GEOTECHNICAL REPORT FOR SECTION RECOMMENDATIONS AND CONSTRUCT MOST (TYP) MATERIAL/SEALANT DROP CURB MIAMI CURB ALL REGULATORY AND WARNING SIGNS SHALL BE PAVEMENT HIGH INTENSITY REFLECTIVE SHEETING. STRINGENT SECTION BASED ON THE REPORT AND THIS DETAIL. 7 18'-0" O.C. MAX. FLAT SECTION STOP SIGN DETAIL CONCRETE PAVEMENT SECTION -1 DIMENSION & TYPE GUNS I H U I 1UI,4 junll USE GREENSTREAK #30 OR -\ ARCHITECT APPROVED PER PLAN FILL WITH JOINT SEALANT OTHER MATERIAL WHEN - 2"R (NO RADIUS WHERE 1/8" RADIUS SIDEWALK ABUTS BUILDING 2://' PAVEMENT IS FLUSH W/ 1 1- 1 1111111 01MMA/Al V\ -_ _F - 411 S� OPE TO F TODD V-211 4-1 0 -1 1/2"R 611 A 1 1/2" T 21-091 ASPHALT SECTION A B C - DRIVE ISLES 2" 8" SEE NOTE 1 - PARKING SPACES 1.5" 6" SEE NOTE 1 ILLS :I IVIf IV. I Q1UL_VVr-%L_I\j I I I - I I 2- 1811 A 3/411R 13 7/8" WEARING SURFACE -71 (TYP-2) 7 1/2" 12 A A ASPHALT S-3 (SP -9.5) A A 00 6 1/2" A •PRIME COAT A co D �8 71' .......... 24 x NOTE: TURNDOWN CA4 BE 12" IF PAVEMENT IS FLUSH WITH SIDEWALK I COMPACTED CRUSH -CRETE 6 24 HEADER, DROP,& (LBR 100) 98% MODIFIED 1/2" EXPANSION JOINT MATERIAL FDOT DROP CURB (NDEX 3001 MONOLITHIC CURB SECTION PROCTOR MAX. DRY DENSITY !fT d 1 F`-- 1 11 CvO SECTION I "_0 41-911 i111111 (t illlliiit SLOPE TO COMPACTED SUBGRADE X(1.2), MAX. X(1.2), MAX. F �T D/W 12 NOTES: NOTES: (LBR 40) 98% MODIFIED 1. EARTHWORK SHALL BE PROCTOR MAX. DRY DENSITY SIDEWALKS SHALL BE CONSTRUCTED OF PORTLAND CEMENT CONCRETE, CLASS 3/4"R 1. IN ACCORDING TO THE LATEST OF THE AMERICAN CONCRETE INSTITUTE NOTES: (AASHTO T-1 80) EXPANSION NON-STRESS (NS), AND ALL MST OF CONSTRUCTION AND MATERIALS SHALL BE (TYP-2) 7 1/2" PLACED TO TOP OF CURB ON NOTES: 6 1/2" BACKSIDE OF CURB WHERE CONTROL JOINT >< j 1� 1. COMPACTED SUBGRADE SHOULD BE AS SPECIFIED IN SOILS REPORT. JOINT- APPLICABLE. 1. ARROWS REVERSED FOR LEFT TURN APPLICATION. STANDARD SPECIFICATIONS. I I SIDEWALK INTERSECTIONS. 2. CONCRETE STRENGTH SHALL 2. ALL TRAFFIC FLOW ARROWS TO BE SOLID WHITE 2. CONTRACTOR SHALL REVIEW GEOTECHNICAL REPORT FOR PAVEMENT 1 2. EXPANSION JOINTS SHALL ALSO BE APPLIED AT ALL 24' BE IN ACCORDANCE WITH REFLECTIVE TRAFFIC PAINT AS PER DIMENSIONS BELOW. SECTION RECOMMENDATIONS AND CONSTRUCT MOST STRINGENT PLAN 3. SEE PLANS FOR LOCATION OF DETECTABLE WARNINGS. 24" DROP CURB FDOT INDEX 520. -OF-WAY. SECTION BASED ON THE REPORT AND THIS DETAIL. 3. THERMOPLASTIC PAINT IN ALL PUBLIC RIGHTS 3. CONTRACTOR SHALL PROVIDE SEPARATE PRICE TO DO ALL ASPHALT EXPANSION JOINT 4. CONCRETE FOR SIDEWALKS SHALL BE 3,000 PSI MINIMUM, 5" MAX. SLUMP. AREAS WITH CONCRETE SECTION AS SHOWN IN DETAIL ABOVE. TYPICAL PAVEMENT MARKINGS ASPHALT PAVEMENT SECTION STANDARD CURB TEMPLATES CONCRETE SIDEWALK DETAILS ONA Goodson Nevin and Associates Consulting Engineers 'E.B. # 26306 10175 FORTUNE PARKWAY, SUITE 403 JACKSONVILLE, FLORIDA 32256 (904)519-7770, Fax(904)519-7776 "I m: 4 0 ".11C PREPARED FOR: FLEET LANDING ONE FLEET LANDING BLVD. ATLANTIC BEACH, FLORIDA 32223 PROPOSED PARKING AREA 2395 MAYPORT ROAD ATLANTIC BEACH, FLORIDA DATE :. SEPTEMBER 7, 2018 PROJECT NO.: 118269 DESIGNED BY - JOHN NEVIN, PE DRAWN BY: J P SCALE : N 0 N E NO. Date Revision THIS DRAWING NOT RELEASED FOR CONSTRUCTION UNLESS SO NOTED ABOVE. SHEET TITLE CONSTRUCTION DETAILS 5 S H E E T P.C. '­' I . I I T 1:__'i - N Lu I I r, I I �I I (X) C I / „_YC -_ W E ---� ( 11 I ,) n` . 1, 1 , y c � I 1 I \- -INV. 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I I ` ! \ V ' I 11 1..,. ...f`iJ __. - �- -_.. _ ....._ 1­4,mss'. ./,\ N ___ V � N \ � I. u , . t 12.60 ,..;; �`� .:__.!. -- x S--� -�''y` \- \ ` 0 .i' C ___ _ , .'ci '� Li 1 r\ o -- _ __ . __ _ _ -- _cr_- ;.r I % • �`' ! - ! �___ 12.00__-_� I .._ _ ._.. -- �. '�'\ - _- - __.. v -_ - - q-_.... - c S.. _ a < I , c ' , t , r l4 `r1 - �.� -� t \ ) J _- \�Y .. _... A - - _- - - n. . :__ ---- . _.- -_ -_ - - \ s _..._ - I 1 ,. �;laE-I?RY 3 t ! ) _ r _- 1, f (. -_-, \ \ :"- I t�\ V I --) 1 - . _ - .-_ -.. .. �� N} - ) V 1f V AY ') \l\ Y_y jj --I \ I 3 t\_ - 1 -\ L l Y © It / \," _�,t i rn S7n� t[ (..) 'If- .i > �- - -- -- - - - I C c 1\\c�` X \'\. I t } ` o� lI ^ ,1 \ \ I �- g __ _ �"I.' 'n a 1 I < i _ _ _ ._ . _ -_- \ t� I �� � - L, I �_, ` I I .(} X I I - - - ,I -'i __- \\ \, \ fIt --- \ l - � l_� - - 2) \ EXISTING _ \ i X 1 , ' ^ �tj $ ' I -CLEAN OUT r, YY6 ' K ),•' �' \` .... F j ' I ^ rN L . (10..3) r \ ` I�\\' I I I 1� DA, IIS �� �4) X - `� t�. \ \ I �;1 \. --_.__..__x_\. X � _ i � MAINTENANCE { �, ` �. SILT FENCE (TYP.) kI X _. ___ - - _. ' `�� ` I �{ X L) If x X - x x 13.22 ME `+; ' _ _ - - �) - ---- n U I I N G < ; 1,. \ \ I r�1 - --- - - -- E LD i i \ F ? V �' ( i '...... --- `3' -- - -- AN OUT 1 ti)- _ __. ._,__ __ _ r _ , ` ` ' t' CLE \ r,_, I �_ If ---I- r_ _ F. F. 3. J� INV. (10.73 i EXISTING \ 1' r r tJ I:,� RETENTION POND \, 1 \ \ _ _, , -- - � �( IQ I Nix � 1v �),.,f� � _.---_ ___ -__.. _:.__---_.':._.__ /-_ `,,, `u i -, n . < ,I .o I TOB 12 0 '\ \ __ _ .1 �r x T70 r� __ �_� -- ' I x I M �, II - -_ 12.80 ��12.60 __I I (, «� , _ [ 12,73 ME ] I } 11 �w _ \ ►� > 18 PF1,__M x OAK I. -_ . -- ,� , �, � .r o T. �� 1 � N 1.. - _ _ <� - 1 �'��\ tl- C h ) � t '' �. ) N.) / 1 v \ (� {� 4 r 11 :. 24 4' P1PJE. 11 I -- - - - SAN+TAr?Y' MH V -- - ...- - j � L. t�+r Y.__ v -_ \\, I N RIM ELEV 11.06 �.:::. - .'\ . �' -, -._ ..._ _ _ �" ti0 { �• (z� .► ! -x- -- -- X__ - - x 1� -j! \� \ ` L` �Pr�ox�r�ArF_ \ �� L - - _x 14.Cr'i k ; `?' ' a ? AK. i c.i .�:) \� ` A' i 1 t �t) x \1 ( \ 1 0 K �")' >< ,/ t F OND --'- ?_ . ro _.� E30�fUM U ` x _..x �. i _ ----- /� x� ��� ,.__ _ : f_uATION: = 7.o_a_) -_% I \ vJ - GA - - --- ----- ---- X - - -- --- - __.-_.. _ _ _ -- - - --- --_ _ - -- - - - __ - -- - --- 000 x J \ �... \ 11\ r" \ - _. _._._ \ \ �c, ,_ �) ? �, �,�� x \ AICD )� FI 11 .._ I 1 ' . Si . .. r t� , F) �. C, I B cQc G! J I 1 E I �, 1 .. -r I .\ Q U - - I - _ - - _: �_ __. _3 _._. L - AF'F'ROXIMAiE ,a I +c; K)r.r? `""" i .. 1�) \�` N . ` x � �q1 `y1 .� h 1�10�: 5' F�GP X-1- - BANK 0 �. �. X ,\ 1 - -_ - - ,I 1.�� o� OF " \ i._,....k... us x I :.; - h- 1" 'b 1 _._ --- --- -_.- __ __...___ -_-_ a 4, �4_._.. 1 1�W ,. - f f FVATfON (1 0 r.1 a1 ' \ mm+ T. ,\ h _ _ I �� T. I I I / 11 ", C" t.. . W F) 'x . cn �_ 1 ik x ) ,UF7LF? n x_� --- C J -_._ - _ - - X �c - - �� - x x - x �k ..­ ­ j i I % -- - u� .r _ _ .. __.__.. - ) L �.. .� x _ .--- - . _ . .X._ ._ __ x X. X... c�) 1_--1. _ ,� 1 _ ��qq AA�� ry n ` _._.._.___._._. .-.-. ( -11-1.._ _-... __. I , I � ten' x . �1 c� r )I. tL}­ '-["�-)-IV ti �ti V X x 6 CI I�iJv L. PJK -- - - - X ____ <I d \. �, __ .__ : x - . - i t PARKING r v - t .I< ! a� I '"�" 489.96' IRON PIPE TO IRON PIPE) __.'..._ - `:-• )` 1� �' t;', '1 0.; __- _ .-._..-- __ __'._ _.._..-- _ .... --- - __ ( X '�''A!" a �11 « /� �I 11- I j �.\ \ . o� . (/!. 7 )J� � \ \.ii\,96 I (3 �2) , 0 6.- .O r , � I .5 53\:_ INLET PROTECTION (TYP.) % i _ :_-_j : CONCRETF PARKING 42' RCP �7 -- - _ _- _ _._ _. __ CA - -- I L{)�)«) c - cn. ] _ - - f CHAIN I IN1� FEN E , Ci) r,, I Y CP I _. _ ___-_ _ X I l�_ , _ CT P � , 7 n ,- INV. (4_ ''-_1.,) . -- --- -- _ ---_ .. _ -_ _ -- 1 _. -- _ _ . f F)RAU A -'E 1Nt_ET - __._ ) _.. _ _ I �\\ C L,',A7 E (14.25) . _ - _ .1 36' C)R.AI NAC,E MJ I I C� IPJ,. �(4r,l RIM EIEi/_.(13.>) ME 6410, PAGE 183 I ,Y _,a I'�GA OFFICIAL RECORDS VOLU . X I ,�- II I! AM MINISTORA GE �r (PAN I (11 C') i i i ! ' II C �r: i SOUTH, RANGE 29 EAST TiED PART OF SECTION 8, TOWNSHIP 2 S I l � Ic 0% l I t I Always call Sia. before you dig. i� , 1 ,_ I cs) t I _� i I I , r\ t f. ! C C -r I i i .; . L}.. \ 1 '\)4' I I , }) i t I (� L} 1 ri1 . 1 �, z i t, ` t l_ ,� �, I F I I o ,;r i= (ti tai - -I �� J ( c_, p � 1 I I I -, I I� , I f ONA Goodson Nevin and Associates Consulting Engineers E.B. # 26306 10175 FORTUNE PARKWAY, SUITE 403 JACKSONVILLE, FLORIDA 32256 (904)519-7770, Fax(904)519-7776 r - PROPOSED PARKING AREA 2395 MAYPORT ROAD ATLANTIC BEACH, FLORIDA DATE : SEPTEMBER 7, 2018 PROJECT NO.: 118269 DESIGNED BY : JOHN NEVIN, PE DRAWN BY : J P M SCALE : 1 99 =209 No. Date Revision THIS DRAWING NOT RELEASED FOR CONSTRUCTION UNLESS SO NOTED ABOVE. SHEET TITLE STORMWATER POLLUTION PREVENTION PLAN 10i . . 6' O.C. FOR TYPE "A" FABRIC 2. EXCAVATE A 4x4 TRENCH UPSLOPE ALONG THE LINE OF _ 1. SET THE STAKES. STAKES. V4nyr SY,eothed EAW Steel Cab/a (9800 Lbs Breokrng Strength /Nth dosed Cei Sd/d P/astic Foam OUTLET 2"x2" WOOD "Imnized Connectors (Tod Arse Olsconnect) flotat/an (6" Dia. 6VA,) (12 Lbs Closed Cel/ Sfel Plastic FPOST MIN . oemn S/otfed PVC connector P¢,e Per Ft. Buoynncyf Sold (Aretd Cellar Reinforced) floratkn (B'O/a. Equ!✓.) (17/bs Per Ft. Buoyant Pd ro Rope yp / \ r(600 /b. Breaif•!n �1B Oz Nylon Refnfarced TB Or. Nylan Re/ntbrced Strengthf abr/c J00 sl Test PW Fabric ONA (.i00 Ps! PVC F ( P Stress Avate Ga/wn/zed chola Test) wth Lockig 010I Gdwnlzed Cho' s PERMANENT STORM N / Goodson Nevin r> NN D =5' Std. (Shy/e Paned For Dgoths 5' or Less). T WATER B A S I N D �5' Std. (Additiond Panel Far Depths Grouter fion 5) ON 8" MIN. • 4' Associates h and As O C„rrakn Ta Reach Bottum Up To Depths of 1D: Two (?) Panels To Be Used For Depths Greater lion 10' Unless $oec/d DVIhs Soee/flcaiy Caved Fcw /n fie Plans or As Determined By fie £nglnoer. SILT FENCE at& BARRIERS TO BE IN PLACE UNTIL THE FLOAANG TlAPB/ TYPE "A" FLOW COMPLETION OF THE PROJECT. Col'�5iul'Cit'"1g Engineers pall (apflanx 2'x 4' a FILTER FABRIC 4. BACKFILL AND COMPACT THE AI/n. Ola. Wood,• Steil EXCAVATED SOIL. MIA1. les t Ark,) EXIST. GRADE 3. STAPLE FILTER MATERIAL TO E.B. # 26306 STAKES AND EXTEND IT INTO 6' Alex. THE TRENCH. 1B Or A'/- ReAnlarced PVC Fabric (J00 psi Test) 10175 FORTUNE PARKWAY, SUITE 403 10' MIN. JACKSONVILLE, FLORIDA 32256 .......:..::::::..... WOOD POST h:::::::::......:::::::::::::..... ::::::::::•::::.::;:::.:':;:::`>;?(904)519-7770, Fax(904)519-7776 ..................... � � TEMPORARY SEDIMENT BASIN 3600 CF/ACRE OF DISTURBED N TYPE "A" FILTER FABRIC STAKED 7URB/D/7Y BARR/E7P AREA. 4„ OUTLET PROTECTION N.T.S. CA Of _9 e • Pile Locorkvrs (!� Prcpassd Too op -NI ® Dredge & "/ Area z it 7 -a Aroorkng Buoy w/Anehcr 4: d 1 I CONSTRUCTION OF A FILTER BARRIER j lstiv 1 -� Anchor {Cl1lf� 1 Causeway ` x Barrier Movement Due _ <> To Current Action LL Shore Line FLOW PLAN t \ 4: 1 CE POINTS A SHOULD BE T)f Lknite Of Const TEMPORARY SILT FEN HIGHER THAN B More Lk,e • •i• • ha A p��`pa8 Il��y� GLant Lknits Of cans S)4cre L/ne hilt I AV - Strvclurs A/! nmoot ^ . Barrrlersy ELEVATION ti 66 T ®°• r Notre. Turbidity borrfe"s liar Aowing streams and tldd be ether 1laorkn , or waded types NO!£8• creeks may 9 err d'ess of ,rarer deptA. a w1// suit sits � • � O • �� 1. Turbidity battlers are to be used M ad permanent bodies of vent ego a any combbnotAxns of types th t m cmtrd and rater cand/tlons and meet eras/ PROPER PLACEMENT OF A FILTER BARRIER IN A DRAINAGE WAY aitl • • 2. Number and 4oaelny of anchors dependent an current wlocltles qudlty requkements The bowler types) wAl be at the contractors opt2vn unless otherwise c modote ccnshuctlm cpervrlans o eat veil •w a ` �I t t+n I Dep/oyment of barrier around pie /ocarlons may ,ary to gaeclf/ed !n the p/onq h r1, p ye 4 J i f rte constnctlan operations be under the pay items) estab/lshed kn the o ulre s enth earner du g pions icy f7oatkng Turbidity Borrie' and/cr FILTER BARRIER CONSTRUCTION DETAIL 4. Noriyotlm may roq egm g Stoked Turbldily Battler. Posts .fi staked Q turbldity barriers to be k7std/ed hn mwllcd �P se directed b the Q' • � �� / otherw/ r ° 9 • • • ° a. ran unless osll ✓" d' • • •� � � mRB/D/rY BARRIER APPL/CATIOIVS Engines r J� N/MU CURB INLET TUR,SD/TY SARR/ERS BLOCK NOTE: THIS REPRESENTS THE OPTIMUM CONCRETE WIRE SCREENTHE ~�- LOCATION OF N BASIN. OTHER ON / SEDIMENT l O MAY ALSO BE APPROPRIATE. o°o ° 0 ° 0 0 ° °o T I ON S M o o .. A o LOC o •� „ o ___ 0 0 0 � I I c -(- r INLET I 6 MIN. <) oo °o°O ° ° 00 0 -s- - �w x..000°00 ° 0°°°00 0 0 fir. S °o°p000° o o°0 0 C3 ° o ° 0 0 0 0 0 0 0008 a es meals o eed/n 0 t Can o f S kf�"- Seeomg 9 Site per eY TEMPORARY SEDIMENT BASIN �- ° -°° ° ° °°°° Seedin flixlures Acre >GYIO Fl N. Fla _ PGj _�. o 0o a ° 0 0 0 0 0 Caidt ori FOOT # 1 COARS �--�-° ° o �0 0 00° ° 000 g 0 o° 0 , 0 0 0 B High N • T. S. AGGREGATE OR EQUIVALENT 00006 0 0 .� 0 0 8 0 00 0 °o ° o o a o 00*1erlorlce -/ 00 0 0° 8 0 0 0° o ° o ° °° 8 0 0 o a ° 00 �o ° 0 0 0 0'' cA o --•- a Lawns o 0 0 ` Geylero/ 1 Bohiogross 40-60 lbs I /h 2//5-B/.3I tlse 5OXscarlied seed. STABILIZED CONSTRUCTION ENTRANCE 0 0 0 0 0 0 0 0 0 4� o Bohio seed �•_ o° 00 0° 0 0 0° 0 0° o o°° O o 0 0 0°0 0 0°°° Use 2. Bahiogross 10-60 lbs 1 /b 2/15-8/>5 Use 50X scorihed o 0 Beymudogross Shu//ed� 8-11 lbs f az -t ° o ° ° o ° ° ° o ° o° ° ° ° ° o ° ° ° ° o/ the fal/olrin : 20 -JO /bs .5 /b Use 50V scorl*d Bahia seen.' N N. T, S S. o ° o o ° 0 0 0 0 0 ° 0 0 0 0° ° 0 0 0 5 Bohiograss wifh ale 9 ,3/bs 1.2 oz 9/Y-1/1 /nnacu/afe /e+gumes ' -l_ 0 0 0�_ _--_.,_ ---� WIRE SCREEN Southam Atte Coln - -� -~^ Ile Sweefc/Or 8 lbs .3 Oz 9/1-1%1 GRAVEL FILTER Annuo/ Iffl GRAVEL FILTER almsal a0w 12 lbs 45 oz 9/1->1l An-awleof C/ol�r B lbs J oz g/I-1/I WIRE SCREEN PREPARED FOR: Awe C✓a 8 lbs Ta., 2/15--7/15 Hairy indigo f lbs 15 oz 2115-7/15 12 lbs !.5 oz 21/5--7/15 FILTERED WATER Asch,wameoe FILTERED WATER RUNC'F OVERFLOW FLEET LANDING Slopes 1. Sericeo /espedem o. f0-50/65 1.2/65 1/1-7/15 Fir scori>ied seed NOTE: Spacings shown in this chart are OVERFLOW A 75/65 1.7/65 7/15-1/1 Faunhu//ed seed. are based on generalized conditions FLOW RATES (CFS) -�- .. - .: ONE FLEET LANDING BLVD. Use seed/n role 4oeciFed oboes and should be adjusted based on Very Light < 5 WATER WITH g actual site performance or hydraulic e O/ fhe fc�/owil : PLight > 5 < t0 2. Baryta /e edezo wifh a/ 9 � �:::::::::::::.. :4i:4ii:iii'ri:i•:: SEDIMENT • 15 lbs 7 oz 2/15-8/15 Bohiogiass computations. !f0 Heavy ; ;5 < zs •....••.•.. '�����'A��:�` ... .F• .•• .. • . .•, �. ATLANTIC BEACH FLORIDA 20 lbs 8 Oz 10/1-11/15 Best adapted to N. F/ , RUNOFF o _ To// fescue J AS 1.2 cz 2/15-8/15 IYeep/ng Lowe -ass 6 Very Heavy > 25 < 40 .�•.:: • ••• 32223 Cies ick summa- cove LEGEND WATER WITH o ° • Oraughty 1. Welling Lal rass 5 As 2 or 2/15 B/15 qu SOILS ° ° SEDIMENT SEiAME T - Areas 2. WeTIng Lowgmss wifh ale of the fi✓/owing.• son Cohesive None Cohesive • '• ss 50X scoriFed Seed) 5lbs 2 oz21115-81115Firm Loam Fine Sand DROP INLET WIRE SCREEN a. Boh/agra ass Hu/led .10-•!0 lbs 12 oz 2/15-8/15 Clay sands CoursGrovel Sand • A Bermudol�• � % Grovels • � "' WITH GRATE c. Ho/ryponiWIn 8-12 lbs f Oz 2/15-8115 5 Clays CURB INLET Hardpans Sandy loam ; ,• 2"x4" WOOD STUD d. Ser/ca /eredeza 8-12 lbs 4 oz 2/15-8115 Use seeolbg rote and dates Slit Loom e, ��-PROPOSED specified oba� SEDIMENT r SPECIFIC APPLICATION SEED/NG M/XTURES RA TES AND DA TES 4 PARKING AREA THIS METHOD OF INLET PROTECTION IS APPLICABLE AT CURB INLETS ,--, e1. WHERE AN OVERFLOW CAPABILITY IS NECESSARY TO PREVENT EXCESSIVE yC19 p- _ SPECIFIC APPLICATION PONDING IN FRONT OF THE STRUCTURE 0.h 3p hr�,� �N� o�fP4 THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE HEAVY FLOWS ARE EXPECTED AND WHERE AN OVERFLOW CAPACITY IS NECESSARY TO PREVENT 3 e . EXCESSIVE PONDING AROUND THE STRUCTURE. ao�„pl °elf artb +GRAVEL CURB 2395 MAYPO RT ROAD 8!� e �e . BLOCK + GRAVEL DROP BLOCK 2 dna yea ee Voly� INLET SEDIMENT FILTER INLET SEDIMENT FILTER ATLANTIC BEACH, FLORIDA Co der Use of esiK, Tr army Sod 1 N.T.S. N.T.S. DATE : SEPTEMBER 7, 2018 p 100 150 200 250 300 350 400 CURB INLET PROJECT NO. : 118269 Spacing (In Feet) f / DESIGNED BY : JOHN NEVIN, PE l } r CHART 1 • PM RECOMMEN IED SPACING FOR TYPE I, TYPE II, TYPE III DRAWN BY J qct/a,d Po:r Posltiors ",+*CO% Post P"ItIon AND TYPE V SILT FENCES r (Lptlns• 2' x 4' Cr I I red ?0' Towwd flow) DROP INLET WITH GRATE STAKED S �°O i.J NON E fn. Dlo. HbOe Steal , f7te. Fcbr/c nn �, COMMENDATION FOR ACING RE STRAW BALE o� o �° 0 o0 0 SCALE ' C; ° ° 1..0 Lbs/f7. Min.) 6'max. conformonce Wth `� A _ COMPACTED SOIL woo °° °°$0 ° .Sac Sas fDOT .$oec) fAterFobrdc U�d%Sturbed Sail T FENCES --� TO PREVENT PIPING ° o° ° °° 0 0 °°o \ SIL ❑ ❑ ❑ ❑ ❑ ❑ ° ° No. Date Revision Row \ \/\ �- II II I FILTERED r f10 / \ \ _ ❑ IItIII 114►ti lltlVl O I I I I °g �� 0 0 � \/ \ - ❑ ❑ �- RUNOFF WATER WATER. oo d�) o00 N.T.S. t % m / // // // �/ // _ ❑ _ ❑ ❑ WITH SEDIMENT SEcnav / // /\\//�/ / // / ❑ ❑ O ❑ ;.. ` � j i I I I I I I I WIRE MESH IT £LEVAn0V / / / / 6 Min. - 2.• 1 or F/otter �\\,\/\�'\�j�\/'\`/ / / / /\\/�%�% r / / •.. GRAVEL FILTER ,��' �n. / / /• { 1 � 1111111 I ti l l I 11 � ----. -. • ,2" PoultryAresh (20. Co. Mln) '� 6 r, , . \ Seedin Rote Planting Dotes Comments a Type A Ferree Fabric FILTER WATER (index Na 452 et sec 965 • • fDOrspea) A Tr prknc¢Ia Post Pasn/an SeCtlO/7 A -A Common Nome Acre 1000 f12 N. FLA. .. RUNOFF WATER � •: 6ptlond Past Paw/tions canted 20' reword flown BOtmon Name • Post (Gptrm: 4' x 4' a I < A STRAW BALES • • ' OATS .3 Bu .3 lbs September- lY// not tolerate flooding, high wafer tab/e soils. STAKED WITH 2 �A ° • . 3'Mln. Ola wood stow , , Poultry Mash A 125 lbs I..M Lbs/P2 Ark,.) 10' Ata,: Type A Fence Fobrk Athena 50//1,1 FebruOr STAKES PER BALE -'� "ter 09' Chonne/ Grade YE Bu 4 lbs September- Tolerates cold and drought. HAY BALE SEDIMENT FILTER S se5 fDor spoof Firer FOb' _� RSeco% cerea/e 170 lbs FebruarySEDIMENT sit flow WHEAT .3 Bu 3 lbs September- fOr O 120 lbs February Max%mum Grade sof 19 Tr/t/cum s SPECIFIC APPLICATION m m Transition of 15 M%n%mum A ANNUAL RYEGRASS 60 lbs >.5 lbs September- Volunteers may return. CONCRETE GUTTER Lo/rum mu/tiflorum February THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE THE INLET CURB INLET s�cnav CR/A✓SON CLOVER 25 lbs 9 oz September- Annual winter legume. /nocu/ate seed at 5 times recommended rate. DRAINS A RELATIVELY FLAT AREA (SLOPES NO GREATER THAN 5 PERCENT) WHERE SPECIFIC APPLICATION £L£VAncw RIMS/um L0PERtum November Does oorl on dee dr sands, w/ll not tolerate floodin . __ SHEET OR OVERLAND FLOWS (NOT EXCEEDING 0.5 cfs) ARE TYPICAL THE RED CLOVER 15 lbs 6 Oz September- Annual winter legume. /nocu/ate seed at 5 times recommended rate. METHOD SHALL NOT APPLY TO INLETS RECEIVING CONCENTRATED FLOWS, SUCH THIS METHOD OF INLET PROTECTION IS APPLICABLE AT CURB INLETS Grows best on moist soi/s veil/ not tolerate floodin Eosi/ hurt b drou ht. AS IN STREET OR HIGHWAY MEDIANS. WHERE PONDING IN FRONT OF THE STRUCTURE IS NOT LIKELY TO CAUSE December INCONVENIENCE OR DAMAGE TO ADJACENT STRUCTURES AND UNPROTECTED AREAS. Nota. sit Fence to be gold far ander the contract unit price ler Staked .Sit Fence (LF) Trifo/ium ratense Decem XH/TE CLOVER 6 lbs 2.5 oz September- Ann winter legume. Inoculate seed at 5 times recommended rote ,•rPE /v sa T F£NC£ D%Version Or Dike Tiifo/ium re ens December Grows best on moist -wet soi/s tolerates some flooding, . ANNUAL SWEETCLOVER 15 lbs 607 September- Annual winter legume. Inoculate seed at J-5 times recommended rote. GRAVEL CURB INLET SEDIMENT FILTER Me/ilotus 0/tissima December Grows we// on both f/0twoods and u land soils. W/// not tolerate Aoodin . STAKES FILTERED Lflll SPREADER WATER ARROWLEAF CLOVER >5 lbs 6 oz September- Annual winter legume. /nocu/ate seed at 3-5 times recommended rate. r Trifo/rum vesicu/osum December Grows on soil too wet for crimson tolerates some foodin . Use scar/f/ed seed. BURLAP FABRIC ----� LUAINF CLOVER 60 lbs 1.5 lbs September- Annual winter legume. Inoculate seed at J times recaalmendsd rate. -� r- RUNOFF WATER Lu /nus s . December Susce t/b/e to freeze dams a at time of emer ante. e scarified seed. --�� 18" MIN. 22 lbs 8 oz September- Short lived perennia/. Some drought res/stance. WITH SEDIMENT GRAVEL (12 ° MIN. DEPTH) THIS DRAWING NOT RELEASED FOR - ALFALFA I- UCTION UNLESS 0 NOTE Slope Or F/otter December Grows best on we// -drained ferti/e soi/s// not to%>v�orer wet soi/s D Medico o saliva `- �'• �-�� C 0 N S TR S AUSTRoao WINTER PEAS 45 lbs 1 /b September- Q RUNOFF WATER 0 0 0 / content �'--- WITH SEDIMENT ABOVE. December Grows best on well -droned so//s w/th hi h c a • 25 lbs 9 oz September- - 2 M%n. HA VETCH �- •' T s d Tjps /V �' • �ci0 vi//osa December Grows best on well-droined loam so//s ° �f �° _„ 15 lbs 6 Oz April- warm season annus/ legume.^� ___� _ ......-�- SHEET TITLE a++ at Fina. I AL YCECLOVER t A �„ ,/u/ Grows best on well -drained sand so//s •. _ - .. s� C®mpocted Soi/ AI icor us w /no//s Fr COMMON LESPEDEZA ,30 lbs 11 oz March- Warm season onnua/ Needs /noculot/on on eroded safys 'r~ BURIED • - • r T Or Type /V sit Fencs Frotsctkvr • ,/u/ Grows best on sand /owns Fair/ droll ht resistant. •_ • � A, -- D/- Bottom karat: Les /deza striata)s BURLAP FABRIC • .•. 8 lbs .i oz March- • HAIRY /ND/GO r • • • • • • • /nd/ ofera h/rsuta 12o Is %/ EROSION AND •'... FILTERED WIRE MESH WITH ✓O/NT VETCH B lbs 9 Oz March- Warm season annual legume. SEDIMENT WATER FILTER FABRIC summer le umes for use /n /ow, wet areas � .• ' .• ' .• .• .• � .� F/OW Aesch amara americana August Most suitable of s .�-- SEDIMENT CONTROL 0o not deploy ih o manner that sir fences wit act as o dors ocyass Pemnanent Aowing M/ELFT 30 lbs 1> oz March- Warm season annual. Does not tolerate flooding. Grows best in ferti/e, moist FABRIC SEDIMENT FILTER SPECIFIC APPLICATION wotercorrrses sit fences ore to be used at upland /ocot/ans and rurbJdity barleys Setaria S Au ust soils. Pearl and Brownto are nod Varieties to use. used or pen+nanenr bodlae or venter. THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE HEAVY CONCEN- SESBAN/A .30 /bs 11 oz March- Warm season annual legume. TRATED FLOWS ARE EXPECTED, BUT NOT WHERE PONDING AROUND THE STRUCTURE sa r FENCE APP41CAnOVS Ses HA rrlacroco o ,�/ Does we// under extreme/ wet conditions MIGHT CAUSE EXCESSIVE INCONVENIENCE OR DAMAGE TO ADJACENT STRUCTURES DETAILS SORGHAM SUNDANGRASS ,30 lbs 11 oz March- Warm season annual Rapid grower. To%rates dryer soi/s than mi//ef. SPECIFIC APPLICATION AND UNPROTECTED AREAS. HYBRID ✓u/ Grows best on well -drained soils Can also use Sudangrass alone. 4.5 Min. WEEP/NG LOVEGRASS 5 lbs 2 oz March- Short-lived perenn/al, 2-,3 . >ears THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE THE INLET GRAVEL AND WIRE MESH DROP INLET SEDIMENT FILTER cut Or f/i/ S/OrDE Era rostis curve/o Au ust Tol rates hot dr slopes and ac/d Infertile so//s. DRAINS A RELATIVELY FLAT AREA (SLOPES NO GREATER THAN 5 PERCENT) WHERE ".w flow SHEET OR OVERLAND FLOWS (NOT EXCEEDING 0G ofa) ARE TYPICAL. THE than asin /e plant alone. EOCh Of the METHOD SHALL NOT APPLY TO INLETS RECEIVING CONCENTRATED FLOWS. SUCH better 1 AS IN STREET OR HIGHWAY MEDIANS. Usually mixtures of the above plant materib/s are batt 9 p 5` ♦ legumes discussed above can be grown in mixture with annual - TEMPORARY D/i/ERS/ON DIKE rytngrass and�ar the sinal/ grains. /n a t -crop mixture cut the seed/ng rote of each crap to GRAVEL INLET SEDIMENT TRAP T}pe ^ SAP Fen ce one-half of the recommended planting rat when grown alone. 7 Type 7F Sit fence M,,, 6 spoa/ny far ripe ��� Fame m be h Simi/or/AP y three p/ant types in o mixture re vires approximate/y one-third of the norma/ seed/ng DROP INLET SEDIMENT TR accordance with Chart ^, Plate D-906 rate for each plant. /n a three pan t mix . re costo/n/ng a and dilate �sta„arA�ns at �>naye D/ VERS/O/V Z91KE and ditros obo,+a s/ng/e legume, the legume should be plant d at one-half of the pure stand seeding rote. N.T.S. 3 H E E T TE/I�l �ORAR Y SEED/NG PLANT MA TER/AL S N.T.S' SILT FENCE TYPE /// & /V i OWNER'S REQUIREMENTS Site Description Project name and location PROPOSED ZAXBY'S RESTAURANT 2524 BLANDING BOULEVARD MIDDLEBURG, FLORIDA Owner Name and Address JASZ GROUP, INC. 11315 BUSINESS PARK BLVD. JACKSONVILLE, FLORIDA 32256 Description: 70 SEAT RESTAURANT Latitude & Longitude: Lat: 30° 04 11.6" N Long: 81' 51'57.5" W Soil disturbing activities will include: EARTHWORK, BUILDING PAD, PARKING AREA AND ASSOCIATED INFRASTRUCTURE Runoff Curve Numbers: 1. Pre -Construction = 87 2. During -Construction = 81 3. Post -Construction = 81 Soils Soil Group - 24 URBAN Site Maps: 1. See Demo and Paving & Drainage Plans for grades, areas of soil disturbance and stormwater discharge points. 2. See attached SWPPP for location of temp. stabilization practices and silt fences. 3. See SWPPP details and notes for requirements for temporary and permanent stabilization. Site Area: 1. Total area of site = 1.25 acres 2. Total area to be disturbed = 1.25 acres Name of receiving waters: JONES CREEK 1. Anticipated start date of construction: MARCH 2016 2. Anticipated end of construction: FEBRUARY 2017 Controls This plan utilizes best management practices to control erosion and turbidity caused by storm water run off. An erosion and turbidity plan has been prepared to instruct the contractor on placement of these controls. It is the contractors responsibility to install and maintain the controls per plan as well as ensuring the plan is providing the proper protection as required by federal, state and local laws. Refer to "Contractors Responsibility" for a verbal description of the controls that may be implemented. Storm Water Management Silt fence shall be installed downstream of all soil disturbance areas. Temporary settling basins will be installed as needed to provide additional turbid runoff controls. A stormwater treatment pond (dry) will be constructed to provide permanent stormwater runoff treatment / controls. These are no single point discharges created by this project. Timing of Controls /Measures Refer to "Contractors Requirements" for the timing of control/measures. Certification of Compliance with Federal, State and Local Regulations In accordance with federal, state and local laws related to storm water management and erosion and turbidity controls, the following permits have been obtained (to be filled in prior to commencement of construction). D.E.R. Dredge/Fill Permit # C.O.E. Dredge/Fill Permit # S.J.R.W.M.D. M.S.S.W. Permit #_ N.P.D.E.S. Permit # Pollution Prevention Plan Certification I certify under penalty of law that this document and all attachments were prepared under my direction or supervision in accordance with a system designed to assure that qualified personnel properly gathered and evaluated the information submitted. Based on my inquiry of the person or persons who manage the system, or those persons directly responsible for gathering the information, the information submitted is, to the best of my knowledge and belief, true, accurate, and complete. I am aware that there are significant penalties for submitting false information, including the possibility of fine and imprisonment for knowing violations. Signed: Owner/Operator Date General The contractor shall at a minimum implement the contractor's requirements outlined below and those measures shown on the Erosion and Turbidity Control Plan. In addition the contractor shall undertake additional measures required to be in compliance with applicable permit conditions and state water quality standards. Depending on the nature of materials and methods of construction the contractor may be required to add flocculants to the retention system prior to placing the system into operation. Sequence of Major Activities The order of activities will be as follows: 1. Install stabilized construction entrance 2. Install silt fences and hay bales as required 3. Clear and grub for diversion swales/dikes and sediment basin 4. Construct sedimentation basin 5. Continue clearing and grubbing 6. Stock pile top soil if required 7. Perform preliminary grading on site as required 8. Stabilize denuded areas and stockpiles as soon as practicable 9. Install utilities, storm sewer, curbs & gutter. 10. Apply base to project 11. Complete grading and install permanent seeding/sod and planting 12. Complete final paving 13. Remove accumulated sediment from basins 14. When all construction activity is complete and the site is stabilized, remove any temporary diversion swales/dikes and reseed/sod as required Timing of Controls / Measures As indicated in the Sequence of Major Activities, the silt fences and hay bales, stabilized construction entrance and sediment basin will be constructed prior to clearing or grading of any other portions of the site. Stabilization measures shall be initiated as soon as practical in portions of the site where construction activities have temporarily or permanently ceased. Once construction activity ceases permanently in an area, that area will be stabilized permanently in accordance with the plans. After the entire site is stabilized, the accumulated sediment will be removed from the sediment traps and the earth dike/swales will be regraded/removed and stabilized in accordance with the Erosion & Turbidity Control Plan. Controls It is the contractors responsibility to implement the Erosion and Turbidity Controls as shown on the Erosion and Turbidity Control Plan. It is also the contractors responsibility to ensure these controls are properly installed, maintained and functioning proper;y to prevent turbid or polluted water from leaving the project site. The contractor will adjust the Erosion and Turbidity Controls shown on the Erosion and Turbidity Control Plan and add additional control measures, as required, to ensure the site meets all federal, state and local erosion an(s' turbidity control requirements. The following best management practices will be implemented by the contractor as required by the Erosion and Turbidity Control Plan and as required to meet the erosion and turbidity requirements imposed on the project site by the regulatory agencies. Erosion and Sediment Controls Stabilization Practices 1. Hay Bale Barrier: Hay bale barriers can be used below disturbed areas subject tc, sheet and rill erosion with the following limitations: A. Where the maximum slope behind the barrier is 33 percent. B. In minor swales or ditch lines where the maximum contributing drainage area is no greater than 2 acres. C. Where effectiveness is required for less than 3 months. D. Every effort should be made to limit the use of straw bale barriers constructed in live streams or in swales where there is the possibility of a washout. If necessary, measures shall be taken to properly anchor bales to insure against washout. 2. Filter Fabric Barrier: Filter fabric barriers can be used below disturbed areas subject to sheet and rill erosion with the following limitations: E. Where the maximum slope behind the barrier is 33 percent. F. In minor swales or ditch lines where the maximum contributing drainage area is no greater than 2 acres. 3. Brush Barrier with Filter Fabric: Brush barrier may be used below disturbed areas subject to sheet and rill erosion where enough residue material is available on site. 4. Level Spreader: A level spreader may be used where sediment -free storm runoff is intercepted and diverted away from the graded areas onto undisturbed stabilized areas. This practice applies only in those situations where the spreader can be constructed on undisturbed soil and the area below the level lip is stabilized. The water should not be allowed to reconcentrate after release. 5. Stockpiling Material: No excavated rTwterial shall be stockpiled in such a manner as to direct runoff directly off the project site into any adjacent water body or storm water collection facility. 6. Exposed Area Limitation: The surface area of open, raw erodible soil exposed by clearing and grubbing operations or excavation and filling operations shall not exceed 10 acres. This requirement may be waived for large projects with an Erosion Control Plan which demonstrates that opening of additional areas will not significantly affect off-site deposit of sediments. 7. Inlet Protection: Inlets and catch basins which discharge directly off-site shall be protected frorn sediment -laden storm runoff until the completion of all'`construction operations that may contribute sediment to the inlet. 8. Temporary Seeding: Areas opened by construction operations and that are not anticipated to be re -excavated or dressed and receive final grassing Treatment within 30 days shall be seeded with a quick groviving grass species which will provide an early cover during the season in which it is planted and will not later compete with the permanent grassing. Controls Cont. 9. Temporary Seeding arid Mulching: Slopes steeper than 6:1 that fall within the cat gory established in Paragraph 8 above shall additional y receive mulching of approximately 2 inches loose measure of mulch material cut into the soil of the seeded area adeq iate to prevent movement of seed and mulch. 10. Temporary Grassing: The seeded or seeded and mulched area(s) shall be rolled and watered or hydromulched or other suitable method if required to assure optimum growing conditions forlthe establishment of a good grass cover. Temporary gr ssing shall be the same mix & amount required for p �rmanent grassing in the contract specifications. 11. Temporary regressing): If, after 14 days from seeding, the temporary grassed ar as have not attained a minimum of 85 percent uniform go d grass cover, the area will be reworked and additio al seed applied sufficient to establish the desired vegetative cover. 12. Maintenance: All feat fares of the project desi gned and constructed to preven I erosion and sediment shall be maintained during the (life of the construction so as to function as they were riginally designed and constructed. 13. Permanent Erosion Cdntrol: The erosion control facilities of the project should be esigned to minimize the impact on the offsite facilities. 14. Permanent Seeding: II areas which have been disturbed by construction will, as a inimum, be seeded. The seeding mix must provide both long-term vegetation and rapid growth seasonal vege ation. Slopes steeper than 4:1 shall d be seeded and mulch ,d or sodded. 1. Temporary Diversion ike: Temporary diversion dikes may be used to divert runoff through a sediment -trapping facility. 2. Temporary Sediment Trap: A sediment trap shall be installed P Y in an drainageway at storm drain inlet or at other points of discharge form a dist rbed area. The following sediment taps may be constructed either independently or in conju ction with a temporary diversion dike: A. Block & Gravel lediment Filter - This protection is applicable where) heavy flows and/or where an overflow capacit I is necessary to prevent excessive ponding around t e structure. B. Gravel Sedimen Trap - This protection is applicable where heavy concentrated flows are expected, but not where ponding a ound the structure might cause excessive incon enience or damage to adjacent structures & unp lotected areas. C. Drop Inlet Sediment Trap - This protection is applicable where the inlet d wins a relatively flat area (S < 5%) and where sheet or overland flows (Q < 0.5 CFS) are typical. This method shall not apply to inlets receiving concentrated flo s such as in street or highway medians. 3. Outlet Protection: Ap licable to the outlets of all pipes and paved channel sectio s where the flow could cause erosion & sediment problem t the receiving water body. Silt fences & hay bales are to be installed immediately downstream of the discharging stru lure as shown on the Outlet Protection Detail. 4. Sediment Basin: Willlbe constructed at the common drainage locations th t serve an area with 10 or more disturbed acres at on time, the proposed storm water ponds (or temporary Ponds) will be constructed for use as sediment basins. Th se sediment basins must provide a minimum of 3,600 cu is feet of storage per acre drained until final stabilization lof the site. Note: The N/A cubic feet of (storage area per acre drained does not apply to flows from of site areas and flows from onsite areas that are either undisturbe or have undergone final stabilization where such flows are diverted around both the disturbed area and the sediment ba lin. Any temporary sediment basins constructed must be ackfilled and compacted in accordance with the specification for structural fill. Aii sediment collected in permanent or tempor iry sediment traps must be removed upon final stabilization. Oth r Controls Waste Disposal All waste materials except Ian clearing debris shall be collected and stored in a securely lidded met I dumpster. The dumpster will meet all local and state solid waste ma agement regulations. The dumpster will be emptied as needed and the tra h will be hauled to a state approved landfill. All personnel will be in tructed regarding the correct procedure for waste disposal. Notices statin these practices will be posted at the construction site by the constru tion Superintendent, the individual who manages the day-to-day site o erations, will be responsible for seeing that these procedures are followed. Hazardous Waste All hazardous waste materials ill be disposed of in the manner specified by local or state regulation or. b the manufacturer. Site personnel will be instructed in these practices and the site Superintendent, the individual who manages the day-to-day s to operations, will be responsible for seeing that these procedures are folio ed. Sanitary Waste I All Sanitary Waste will be colle � ted needed to from the portable units as e prevent possible spillage. The aste will be collected and deposed of in accordance with state and loca waste disposal regulations for sanitary sewer or septic systems. Offsite Vehicle Tracking A stab ilized construction entra Ice will be provided to help reduce vehicle tracking of sediments. The pa ed street adjacent to the site entrance will be swept daily to remove any a cess mud, dirt or rock tracked from the site. Dump trucks hauling mat Frial from the construction site will be covered with a tarpaulin. CONTRACTOR'S REQUIREMENTS Inventory for Pollution Prevention Plan The materials or substances listed below are expected to be present onsite during construction: ❑ Concrete ❑ Fertilizer ❑ Wood ❑ Asphalt ❑ Petroleum Based Products ❑ Masonry Blocks ❑ Tar ❑ Cleaning Solvents ❑ Roofing Materials ❑ Detergents ❑ Paint ❑ Metal Studs ❑ ❑ ❑ Spill Prevention Material Management Practices The following are the material management practices that will be used to reduce the risk of spills or other accidental exposure of materials and substances to storm water runoff: Good Housekeeping The following good housekeeping practices will be followed onsite during the construction project: 1. An effort will be made to store only enough product required to do the job. 2. All materials stores onsite will be stored in a neat, orderly manner in their appropriate containers and, if possible, under a roof or other enclosure. 3. Products will be kept in their original containers with the original manufacturer's label. 4. Substances will not be mixed with one another unless recommended by the manufacturer. 5. Whenever possible, all of a product will be used up before disposing of the container. 6. Manufacturer's recommendations for proper use and disposal will be followed. 7. The site Superintendent will inspect daily to ensure materials onsite receive proper use and disposal. Hazardous Products These practices are used to reduce the risks associated with hazardous materials. 1, Products will be kept in original containers unless they are not resealable. 2. Original labels and material safety data will be retained, they contain important product information. 3. If surplus product must be disposed of, manufacturer's or local and state recommended methods for proper disposal will be followed. Product Specific Practices The following product specific practices will be followed onsite: Petroleum Products All onsite vehicles will be monitored for leaks and receive regular preventive maintenance to reduce the chance of leakage. Petroleum products will be stored in tightly sealed containers which are clearly labeled. Any asphalt substances used onsite will be app!led according to the manufacturer's recommendations. Fertilizers Fertilizers used will be applied only in the minimum amounts recommended by the manufacturer. Once applied, fertilizer will be worked into the soil to limit exposure to storm water. Storage will be in a covered area. The contents of any partially used bags of fertilizer will be transferred to a sealable plastic bin to avoid spills. \ Paints All containers will be tightly sealed and stored when not required for use. Excess paint will not be discharged to the storm sewer system but will be properly disposed of according to manufacturers' instructions or state and local regulations. Concrete Trucks Washing of vehicles should be conducted using practices that will prevent direct, untreated discharges of wastewater and hazardous wastes to surface and ground waters. A designated area must be created specifically for washing vehicles that will be laid with filter fabric, crushed stone (DOT gravel #2 and up) and covered with lined berm. Spill Control Practices In addition to the good housekeeping and material management practices discussed in the previous sections of this plan, the following practices will be followed for spill prevention and cleanup: Manufacturers' recommended methods for spill cleanup will be clearly posted on site and site personnel will be made aware of the procedures and the location of the information and cleanup supplies. Materials and equipment necessary for spill cleanup will be kept in the material storage area onsite. Equipment and materials will include but not be limited to brooms, dust pans, mops, rags, gloves, goggles, liquid absorbent (i.e. kitty litter or equal), sand, sawdust, and plastic and metal trash containers specifically for this purpose. All spills will be cleaned up immediately after discovery. The spill area will be kept well ventilated and personnel will wear appropriate protective clothing to prevent injury from contact with a hazardous substance. Spill of toxic or hazardous material will be reported to the appropriate state or local government agency, regardless of the size of the spill. The spill prevention plan will be adjusted to include measures to prevent this type of spill from reoccurring and how to clean up the spill if there is another one. A description of the spill, what caused it, and the cleanup measures will also be included. Spill Prevention (Cant.) The site Superintendent responsible for the day-to-day site operations, will be the spill prevention and cleanup coordinator. He/she will designate at least one other site personnel who will receive spill prevention and cleanup training. These individuals will each become responsible for a particular phase of prevention and cleanup. The names of responsible spill personnel will be posted in the material storage area and if applicable, in the office trailer onsite. Maintenance / Inspection Procedures Erosion and Sediment Control Inspection and Maintenance Practices The following are inspection and maintenance practices that will be used to maintain erosion and sediment controls. 1. No more than 10 acres of the site will be denuded at one time without written permission from the engineer. 2. All control measures will be inspected by the Superintendent, the person responsible for the day-to-day site operation or someone appointed by the Superintendent, at least once a week and following any storm event of 0.25 inches or greater. 3. All turbidity control measures will be maintained in good working order; if a repair is necessary, it will be initiated within 24 hour of 4. Built up sediment will be removed from silt fence when it has reached one-third the height of the fence. 5. Silt fence will be inspected for depth of sediment, tears, to see if the fabric is securely attached to the fence posts, and to see that the fence posts are firmly in the ground. 6. Diversion dikes/swales will be inspected and any breaches promptly repaired. 7. The sediment basins will be inspected for the depth of sediment, and built up sediment will be removed when it reaches 10 percent of the design capacity or at the end of the job, whichever comes first. 8. Temporary and permanent seeding and planting will be inspected for bare spots, washouts, and healthy growth. 9. A maintenance inspection report will be made after each inspection. A copy of the report form to be completed by the inspector is attached. The reports will be kept on site during construction and available upon request to the Owner, Engineer or any federal, state or local agency approving sediment and erosion plans, or storm water management plans. The reports shall be made and retained as part of the storm water pollution prevention plan for at least three years form the date that the site is finally stabilized and the Notice of Termination is submitted. The reports shall identify any incidents of non-compliance. 10. The site Superintendent will select up to three individuals who will be responsible for inspections, maintenance and repair activities, and filling out the inspection and maintenance report. 11. Personnel selected for inspection and maintenance responsibilities will receive training from the site Superintendent. They will be trained in all the inspection and maintenance practices necessary for keeping the erosion and sediment controls used onsite in good working order. Non -Storm Water Discharges It is expected that the following non -storm water discharges will occur from the site during the construction period: 1. Water from water line flushing. 2. Pavement wash waters (where no spills or leaks of toxic or hazardous materials have occurred). 3. Uncontaminated groundwater (from dewatering excavation). All non -storm water discharges will be directed to the sediment basin prior to discharge. Contractor's Certification "I certify under penalty of law that I understand, and comply with the terms and conditions of the State of Florida generic permit for stormwater discharge for large and small construction activities and this stormwater pollution prevention plan prepared thereunder." W W 0 0 V O O �- o +. M O � CZ L �- L- J U o U 0 0 0 U 0 U 0 U C13c 3 � 3 Z U) U) Cl) v) W o CLLU CC Cn U cn m LU D C[: C0 0 J Q o� Z a W Cr 20 Q c) z a WZ 0 U) U m" 0 W a 0 UJ T D Q Z CTNA Goodson Nevin and Associates Consulting Engineers E.B. # 26306 10175 FORTUNE PARKWAY, SUITE 403 JACKSONVILLE, FLORIDA 32256 (904)519-7770, Fax(904)519-7776 r PROPOSED PARKING AREA 2395 MAYPORT ROAD ATLANTIC BEACH, FLORIDA DATE : SEPTEMBER 7, 2018 PROJECT NO.: 118269 DESIGNED BY : JOHN NEVIN, PE DRAWN BY : J P M SCALE : NONE No. Date Revision THIS DRAWING NOT RELEASED FOR CONSTRUCTION UNLESS SO NOTED ABOVE. SHEET TITLE NPDES DETAIL SHEET # 1 8 H E E T PROJECT: PROPOSED PARKING AREA STORM WATER POLLUTION PREVENTION PLAN INSPECTION AND MAINTENANCE REPORT FORM STRUCTURAL CONTROLS DATE: ---------------------------- EARTH DIKES/SWALES DIKE ORIS SWALE FROM TO DIKE/SWALE IS THERE EVIDENCE OF STABILIZED ? WASHOUT OR OVERTOPPING DOES SILT NEED TO STRUCTURE/ CONTROLS IN OF CLOGING/WASHOU1 CONTROLS IN NEED BE REMOVED FROM AROUND OUTFALL PLACE OR BYPASSING ? OF REPLACING CONTROL MAINTENANCE REQUIRED FOR EARTH DIKE/SWALE: ---------------------------------- ---------------------------------- ------------------------------------- --------------------------------------------------------------- TO BE PERFORMED BY: ___________________________________ ON OR BEFORE: _--__--________ CATCH BASIN/CURB INLET/OUTFALL TURBIDITY CONTROLS MAINTENANCE REQUIRED FOR CATCH BASIN/CURB INLETS/OUTFALLS TURBIDITY CONTROLS: -------------------------------------------------------- TO BE PERFORMED BY: PAGE 2 OF 4 PROJECT: PROPOSED PARKING AREA ON OR BEFORE: STORM WATER POLLUTION PREVENTION PLAN INSPECTION AND MAINTENANCE REPORT FORM CHANGES REQUIRED TO THE POLLUTION PREVENTION PLAN: ------------------------ ---------- --------------------- --------------------------------------------------------------- --------------------------------------------------------------- ---------------- --------------------------------------------------------------- --------------------------------------------------------------- -------------------------------------------------------- REASONS FOR CHANGES: --------------------------------------------------------------- ---------------------------------------------------------------- ------------------------------------------------------- ------------------------------------------------------- -------------------------------------------------------------- --------------------------------------------------------------- -------------------------------------------------------------- ---------------------------------------------------------- -------------------------------------------------------------- -------------------------------------------------------------- I CERTIFY UNDER PENALTY OF LAW THAT THIS DOCUMENT AND ALL ATTACHMENTS WERE PREPARED UNDER MY DIRECTION OR SUPERVISION IN ACCORDANCE WITH A SYSTEM DESIGNED TO ASSURE THAT QUALIFIED PERSONNEL PROPERLY GATHERED AND EVALUATED THE INFORMATION SUBMITTED. BASED ON MY INQUIRY OF THE PERSON OR PERSONS WHO MANAGE THE SYSTEM, OR THOSE PERSONS DIRECTLY RESPONSIBLE FOR GATHERING THE INFORMATION, THE INFORMATION SUBMITTED IS, TO THE BEST OF MY KNOWLEDGE AND BELIEF, TRUE, ACCURATE, AND COMPLETE. I AM AWARE THAT THERE ARE SIGNIFICANT PENALTIES FOR SUBMITTING FALSE INFORMATION, INCLUDING THE POSSIBILITY OF FINE AND IMPRISONMENT FOR KNOWING VIOLATIONS. SIGNATURE: --------------------------------------- DATE: ---------------------- PAGE 4 OF 4 ---------------------- PAGE4OF4 ONA Goodson Nevin and Associates Consulting Engineers E.B. # 26306 10175 FORTUNE PARKWAY, SUITE 403 JACKSONVILLE, FLORIDA 32256 (904)519-7770, Fax(904)519-7776 r � 2395 MAYPORT ROAD ATLANTIC BEACH, FLORIDA DATE : SEPTEMBER 7, 2018 PROJECT N0.: 118269 DESIGNED BY : JOHN NEVIN, PE DRAWN BY : J P M SCALE : NONE No. Date Revision THIS DRAWING NOT RELEASED FOR CONSTRUCTION UNLESS SO NOTED ABOVE. SHEET LIRE NPDES DETAIL SHEET #2 9 ARE TURBIDITY ANY EVIDENCE ARE TURBIDITY DOES SILT NEED TO STRUCTURE/ CONTROLS IN OF CLOGING/WASHOU1 CONTROLS IN NEED BE REMOVED FROM AROUND OUTFALL PLACE OR BYPASSING ? OF REPLACING CONTROL MAINTENANCE REQUIRED FOR CATCH BASIN/CURB INLETS/OUTFALLS TURBIDITY CONTROLS: -------------------------------------------------------- TO BE PERFORMED BY: PAGE 2 OF 4 PROJECT: PROPOSED PARKING AREA ON OR BEFORE: STORM WATER POLLUTION PREVENTION PLAN INSPECTION AND MAINTENANCE REPORT FORM CHANGES REQUIRED TO THE POLLUTION PREVENTION PLAN: ------------------------ ---------- --------------------- --------------------------------------------------------------- --------------------------------------------------------------- ---------------- --------------------------------------------------------------- --------------------------------------------------------------- -------------------------------------------------------- REASONS FOR CHANGES: --------------------------------------------------------------- ---------------------------------------------------------------- ------------------------------------------------------- ------------------------------------------------------- -------------------------------------------------------------- --------------------------------------------------------------- -------------------------------------------------------------- ---------------------------------------------------------- -------------------------------------------------------------- -------------------------------------------------------------- I CERTIFY UNDER PENALTY OF LAW THAT THIS DOCUMENT AND ALL ATTACHMENTS WERE PREPARED UNDER MY DIRECTION OR SUPERVISION IN ACCORDANCE WITH A SYSTEM DESIGNED TO ASSURE THAT QUALIFIED PERSONNEL PROPERLY GATHERED AND EVALUATED THE INFORMATION SUBMITTED. BASED ON MY INQUIRY OF THE PERSON OR PERSONS WHO MANAGE THE SYSTEM, OR THOSE PERSONS DIRECTLY RESPONSIBLE FOR GATHERING THE INFORMATION, THE INFORMATION SUBMITTED IS, TO THE BEST OF MY KNOWLEDGE AND BELIEF, TRUE, ACCURATE, AND COMPLETE. I AM AWARE THAT THERE ARE SIGNIFICANT PENALTIES FOR SUBMITTING FALSE INFORMATION, INCLUDING THE POSSIBILITY OF FINE AND IMPRISONMENT FOR KNOWING VIOLATIONS. SIGNATURE: --------------------------------------- DATE: ---------------------- PAGE 4 OF 4 ---------------------- PAGE4OF4 ONA Goodson Nevin and Associates Consulting Engineers E.B. # 26306 10175 FORTUNE PARKWAY, SUITE 403 JACKSONVILLE, FLORIDA 32256 (904)519-7770, Fax(904)519-7776 r � 2395 MAYPORT ROAD ATLANTIC BEACH, FLORIDA DATE : SEPTEMBER 7, 2018 PROJECT N0.: 118269 DESIGNED BY : JOHN NEVIN, PE DRAWN BY : J P M SCALE : NONE No. Date Revision THIS DRAWING NOT RELEASED FOR CONSTRUCTION UNLESS SO NOTED ABOVE. SHEET LIRE NPDES DETAIL SHEET #2 9 LEGEND Area to be Cleared Preserve Area Not To Be Cleared �---� Tree Protection Barricade See Detail This Sheet rx ypical Non- Protected Tree to be Removed TjP.C. x 8"MT TUP Existing Surveyed Tree I * xterior Zone Tree Removed, Requires Mitigation Typical Protected Tree to be Removed • -� yp ote All Other Trees Interior Zone - Calculations. for Site Requirement �•� 1 See Sheet TR 1 for C Ical Preserve Tree q y p CPPI LP Removed o Typical Protected Tree to be Remain I i Invasive Tree To Be - � Provide Tree Protection Barricade II k` Per Detail This Sheet Barrier -co . to be in Place Before 1 n Begins. ��+ Clearing 0 ��. Z 0 v f' 50' -... ASPHALT - EXHIBIT "Fr ASPHALT 0 R.V, 6287 ° I ~_ } 50"E DRIVE e 0 a propert indary 1 ASPHALT DRIVE _ — — � — — + — — -- xIIRI =C�. I Adjacent Property Drive within Z-5 at�— — — E'` Property ASPHALT` - 7o.R.V.8, A0 17 PACE 184 VIA EAsement;I,. _}" Q,R.V. 627,f287, PAGE 192 __�._ .. --•-..."� r` -000 �- �_ _. ti --- - ®• 2" PINE V �.....��.�. , .�..... - ' L►a __ 4, - r�0' �__ _ -- t 6f F, 'E7'E PAD WITH „ j'� RED P f �_a- ..__ _ E E TR 11 TR,4NSF0RJLIER ALM ALM , RED 1P _._ i '� OAK,-` 16 +I t' i 1 '° 1 p", � s,� i 125 `= 24L0i0 t OTORCYCLE 0�y - Wy. L 7 G2 I _ --- o X Ldo .ecCD wo .._ t rZ w (0Ld ftp' > AB Tree Removal Calculation FLEET LA.WING Maintenance Parking Expansion ��nrryrs� Q [7.,. f1_a1_I tt Original Survey Trees 2 co CO .0 Tree Number Common Name Species Name Size in inches MLT- inches Landscape Removed' 1 L -Oak (Cluster) Quercus Virginianna 16116,12,14 58 4� X 2 Pine Pinus Taeda 13 co X -3 Pine Pinus Taeda 16 —..� X 4 Pine Pinus Taeda 14 �N rot; r. `� "t X 5 Pine Pinus Taeda 18 X 6 L -Oak Quercus Virginianna 11 X 7 Pine Pinus Taeda 1s X g Oak Quercus Virginianna 13 X 9 Oak Quercus Virginianna 11 X 10 Oak Quercus Virginianna 11 X 11 Oak Quercus Virginianna 10 X 12 Oak Quercus Virginianna 11 X 13 Pine Pinus Taeda 15 X 14 Pine Pinus Taeda 12 X 15 Oak Quercus Virginianna 13 X 16 Bay Pinus Taeda 10 X 17 Pine Pinus Taeda 11 X 18 Pine Pinus Taeda 13 X 19 Pine Pinus Taeda 15 X 20 Pine Pinus Taeda 12 X 21 Pine Pinus Taeda 17 X 22 Pine Pinus Taeda 18 X 23 Pine Pinus Taeda 18 X 24 L -Oak Quercus Virginianna 16 X 25 Palm Sabal Palmetto 14 X 26 Palm Sabal Palmetto 14 X A Elm 5 X B Elm 5 X Sub Totals 341 58 1(} Total Inches Removed 399 Inches Mitigation Req'd 1:2 (50%) 200 Inches Mitigation Provided: 203 Inches New Plantings 198 Inches Preserve 5 Inches Mitigation Bank Req'd 0 Inches 0 V, TREE REMOVAL NOTES: IF e -� , ..�.--°�,• i i, � w �.� � � �� Tree survey, including propertylines, legal description, existing utilities, site 6' e ,�:.• �'�� � _ � __� w� � ....-....._ � _� ._ � ,_ - --- _ _ - _.__ . - <. ASPHALT PARKI topographywith s of elevations, outstanding physical features and existing structure locations was ASPHALT � � provided bthe Engineer. a 6" HEADER x - . - PoI :Bl.t PARI "A I -t_ '.'' ,,CURB t T S / 2> Burke Design Inc. will not be held responsible _ I �i28 7, FACE 1 2 '' _ _ �`! i •.r - 0 for the accuracy of survey or for design errors or omissions resulting from survey inaccuracies. ' i - '.� .. ...,...... { sem,, 9 ; ��� L ( ` , ri.,l _.......•. t �.7 '.- _�� �, t. -�: �� �°" `� 3. All hoses of site work for this project shall meet or exceed City of Atlantic Beach land clearing ASPHALT �"-^.,..�- � ,g a _a � � f ''��j � f "'K 6' WOOD.� �13 -: STO . "Elm — — ----_ x- - k s ------ specifications. ONE, — 5" Elm x — x --x_ w r� — -- — ` r , „ DPUP 4. The general cots-'ractor will be held solely responsible for and shall take all precautions necessary to — — 4 I ® Elm (�1 PINE f Cg1Rs STORAGE YARD avoid property (k -image to adjacent properties during the construction phases of this project. iits w ._ �_. _ - .- ---�. ♦ * -.r c • r < . A �A 5. The general contractor shall install all tree protection barricades prior to beginning any clearing, EGRESS � 1 ' • � I r , r � � A '' and will be held res onsiable for any over clearing or removal of protected tree, shown to be preserved.. F! rot -,__ EASEMENT (R~CIPROj— I . ; . • 6. For boundary, roadway and building geometry information see engineering site plan. It is the Contractor's I a �. A. ° ' .•' • _ responsibility to verify that the building dimensions shown on the tree removal plans agrees with the dimensions .w I I _-` e . • L -- - JI. I . I .I .'.. �. shown on the engineering plans. If any dimensions do not agree, the engineer and owner shall be I-- 22 ��'- ..Is I I k a ,A' • : notified and tho dimensions adjusted prior to commencing with construction. -J 18® � L = - " PI7. The contractor shall notify all utility companies prior to construction for verification K 21" OAK �� �--- --- --- •' n :'* �� 1 EXHIBIT___ ... _ A4• A I -• and location of all utilities. , I � .R.�. 6287, PACE 1 �2 �l.-..-.,..�-.-�.- ' `. A I" .� m-� __,�... � 8. Contractor shall verify and protect all existing trees and natural vegetation that are to remain undisturbed. I ___-_. The areas indicated for construction shall be cleared and grubbed to remove all roots and miscellaneous I -17 _ vegetation except specific trees that shall be protected from damage during construction with the use of „ I 1 PINE 9 P P P 9 9 18 r I " tree barriers. Trees to be preserved are identified on these plans, contractor shall verify before the start of construction. .�� ®3 PINEOF WORK A „ - _...�._- LIMIT --` • "PINE °4 } 9. All work shall be performed in a safe manner. All safety rules and guidelines of OSHA shall be followed. The •'� •,a • ''�A`••'` ' ° °`' •' Contractor shall be solely responsible for any injuries of his employees, and any damage to private property or 16 21 -`" �"� , '' `, persons during the course of this project. All costs associated with complyingwith OSHA regulations and the Florida M „ 0„ BAY 19 12" 20 '" 9 P 1e 9 15 PI ® �- ' ` Trench Safety Act must be included in the Contractors bid. . r • 1 CHERRY I 17" I 18 PIN • _ _ - _.__. - w. , : 10. The Contractor shall be responsible for obtaining all necessary permits and insurance required for the project, incl. - -- FDOT or City of JAcksonville Right -Of -Way permits for work in the County right-of-way or easement. x i �• a:.J OAK I q D,. +�a � � I--�•---------'rc-�� i 11. The Contractor shall coordinate the work within County or State Right -Of -Way with the proper agencies for maintenance 14 ,. o+�. � 7 _ _� .w,. .._, °-� 16„ OAF' .• s � '. ' �. of traffic and method of construction and repair. ym �3 „ExistingMaintenance SAH # „ OAH, ,r 1 PINE -� • I 15„ PI ® /1 16 PI E( 2 neu • r t 1 CNI OAK _. _ ._, __._ .� Complex . � . OAK 12, oAK11 5 L PER ATLANTIC BEACH CODE OAK 8 PINE Rigid Waterproof Sin 1 per ever 9 1 ® _._ ., } „ _� 'j 15 LF of fence. Sin shall contain 1 1 OAK - g I 8 I -._.,... - < , i following words. jl9`1 1 F.F. =13.50 < .'; •� ' • I 1 P 0 c..a $ A �,: • 0 OAK 4 PINE ..._ .�-,.� ....w,.�.-.,_. �_;�, -" ,r >- e e • � � • l, It • " PALM it# • 6" OAK t"-`� �� S 7 0 S' -d — � i 1 12 TREE s" oAK I APPI DRIPLINE 4D2" OAK GCA : �• , 1 \ B077011 FENCE FLEW ` STANDARI) � a .__.. 8' 0. C. 100% OF DRIPLINE, 1ELL � 1 18 � CITY STANDARD _ r CI.3I;0 & C.I-1TTL.R - �`-'-'_`-�»._� „_.....®�.-_..._-._-------�,-••.-r-------_"_______.._..-._-----._v-_-=.--. — _ — ��-'�F-----X_� ''�� G�4 °�.%AU�.-I �1 — -,��_ --.� '- ✓..x-- �y FEWV U-7— t+�GE {{M WV— — , ,-t ? IRON PIPE- CONCRETE PARKING (f96) ! 7 �: Call Before You D� PARKING _ g + f CONCRETE PARK ------------ I t-�= I E GA Ii it �i��%%■%■■tl%%%%%■%%%%%%%%%%%%% ■■■■■■■■■■■■■■��■■a■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■1 1■■11■■■■■■■■■■■■■■■■ 1III■■■■■■■■■■■■■� 1■■It■■■■■■■■■■■■■■■■ 04 RAILS POSTS ORANGE COPOLYMER BARRIER FENCE FASTENED TO POSTS & -. TkEE BARRIER DETAIL NOT TO SCALE U 2 co CO .0 N 2 M a¢i J E lL O ���....../// ONON N C U J OE 4� �d m 07 U w co (D-0 —..� T - m U O -RM �N rot; r. `� "t 7 Q� �Wf tiE—�• �S,,I SCALE IN FEET 0� 10' 20' Q. C O Q X LU 0)C C3Y d r C C3C W�C3 9 STATE OF FLORIDA: LA 1260 THIS DRAWING IS AN INSTRUMENT OF SERVICE AND IS THE PROPEF OF B.BURKE & ASSOCIATES INC. AND IT SHALL NEVER BE REPRODUI N WHOLE OR IN PART WITHOUT THE EXPRESS WRITTEN PERMISSIOI B.BURKE & ASSOCIATES INC. DRAWN BY: CN CHECKED BY: BB PLOT DATE: August 24 , 2018 REVISIONS SCALE: 1"=20' PROJECT NO: 13-295.05 LS — I AB PERMIT SET a r r I • 18 PALM • 16" iAK , I 1 INE 1 OAK 3, s Ix^ . P oP SGA�k.._ Mulch cl srANDARD ? 7JW= I � � C. Q L ILLJ 4 ! I d 18 p CITY STANDARD CURD & GUTTER Ict - (- =r x ``�'• I�EA�wv —,._...,�_- -x- --x 'T !N LwV I X _x� __–x x 6 CN I — — w^ — x x =x - x -- t>4 INV �_ �_ -�. — x.�--i�—`r—x---x.-._. �._ —x ' 0 1 f 11 R � r 0 S8801 0 W w CONCRETE PARKINCPP G I Commercial Use cd, 11 Before You: Dig GA � I S I_. A , c { i A U a E �o nV) J fn � C M W cn iLi mo U p C r. Qcl CO PLANT SCHEDULE: Fleet Maintenance Parking ExpansionC 8124/2018, Rev 10.4-18 Quanity Symbol _7_7 Native Nan -Native C N Botanical Name ommon Name peciicecans S f t - - Tree Calulations Trees: Florida #1 or Better shade Other 8 UA X Ulmus americana " Floridana' Florida Elm 4.5" Cal.' 18'-20'Ht. 9' Spr. 36 9 PE K Pinus ellioti Slash Pine _ 4"caL.,10' Ht. - 7 QV -A _ K Quercus virginiana Live Oak s.. Cal.' 18'-20, Ht. 9Spr. 42 fi SP X Sabal palmetto Sabal Palm 14" Cal., 14' Clear trunk,Bcoted 84 Sub -Total Inches 78 120 TOTAL INCHES 198 Shrubs: Florida #1 or Better 9 SR K Serenoa Reoens Saw Palmetto 3 Gal 2'x 2', Space as Shown 24 VO X Viburnum suspensum Viburnum 3 Gal 2' x,2', 4' o.c. Groundcovers: Florida #1 or Better 144 MGH K Muhlenbergia capillaris Mughly Grass.. 1 Gal 1' x1' Full 3'o.c. 350 SB K Spartina bakeri Cord Grass 1 Gal 1" x1' Fuil 3'o.c. Per Plan Mulch Cypress Mulch END OF FORM CL 010 0 WATER \ a t1� -C1 VALVE CL 0 1 � pox -- U 9 -PE ASPHALT �- .,.. ;.. � Commercial Use � 1-� � �- T_ ASPHALT EXHIBIT "F" Commercial + � C? O.R.V. 6287, � j �"� � 7-150"E t� � 17) PAGE .PAGE ? �2 — Pro ert Bounda � r ASPHALT ®RIVE — — — ,�•. 'G7,, . c� ® _ —--�L�d-�--� E .H1�31T "�C", Adjacent Property Drive within q � � — —-------- I — ..... "D" -- At�GE�. hF�" (3 -Gallon) .,._._._.,Q.R.u, s �87, �AGt~ � 78 & Property \ EXHIBIT , P ,...,., hh__ �-. VIA EAsement ASPHALT R.V. 6217 PAGE 7 D� _ O.R.V. �a27< 1? ' 184 '" � \ J Ld 0 J Off' Y ' J _ \ Iar � I j� � � • �y '• � 0 � OTORCYCLE to CO C6 to < Cl. & Mulch , 340 n, ( 3 -Ga >wo 30 r_� 00 C-4 2 -UA V I 90 -SB (D 0 : T5 -� 20 -MGH � N ......... . . .� 3 -SP �. \J LT ... As Shown C. r �I _ �' �.• 70 -MGH— oo ---.Commercial Use �LQ3 V0 r .. (3 -Gallon) I � i �- �... � � \ • c�• ..._...,. .... �: I ..,..-.., ...,. ,. �.........,...... ,% ASPHALT ASPHALT PARKJNG` �, U7 txl � `' •�"' C) V) � CL12 G \ \ HEADER S CURB Imu + 9m R ' 1 0 I � • ASPHALT �'`• , . j ' r- # - +:► � �, IV -+ !.'___! ��. � /ff'j 4;.✓ U Lx • C7 � 6' WOOD N -, - - 1HEI ------- v�'•-•\ R' FENCE • ��. �X Will' l � .# `••, 3 — .—• 39-]VGH DROP \ _ CURB STORAGE YARD \ oil STOP zMG* 0 _ 20 -MGH 2 -UA ° - • �� r � � .r � ; • � .' . �, -•� 'we\ _ iNGF4.SS EGRESS • •�. . • .. �° . ° I .I .. i • ' • .. �. • � \ \_ `� ``--- EASEMENT QIP n^n I ' Ha, a,; Q� x x x I I i 4. � • rte•— 1 I. �� I e "� d• .a .: •• " OF 11 4- 5.QV- 3 -SP 4. \ \ \ � EXHIBIT "E" � 2 w .._._.._.-. •' L1 .. 44' ,4. °, ' � • �. .. ..:._..._.-- \ado " O.R.V. 6287, PAGE 192 .._. I . 100, (CL -T As Shown) -� v.. AREA � _ CIL .- WORK00 QZ F 0 X I Z)\ -- _.., � • 18 PINE LIMIT OF (''"""am} x • 21 CHERRY .. • ' 18 INE • 840 . • �w � (-Gallon} I .._._ '•< :,_ '." \ \ � �,� 0 � -.►.. Exisiting Trees to Remain • o v� . Existing Maintenance ..�:•. \ � 0Oil K � . Complex. .. . • 12 OAK ;---------- 0 A I I I � � 2 -QV-A. t pp 0 -di _.-• ,I ._ LANDSCAPE CEDE COMPLIENCE DATA. Fleet Landing Maintenance Complex 60 -SB ...._. Atlantic Beach,Florida -...m...-._. � 10 OAK o= r � �S� SCALE IN -FEET o' io' zo' W 0)C3C3 0 o Q. X W C Y CL U W` WC C3 STATE OF FLORIDA: LA 1260 THIS DRAWING IS AN INSTRUMENT OF SERVICE AND IS THE PRDPEF OF B.BURKE &ASSOCIATES INC. AND IT SHALL NEVER BE REPRDDIn IN WHOLE OR IN PART WITHOUT THE EXPRESS WRITTEN PERMISSI01 B.BURKE &ASSOCIATES INC. DRAWN BY: CN CHECKED BY BB PLOT DATE: August 24 , 2018 REVISIONSLS-2 SCALE: 1"=20' PROJECT NO: 13-295.05 AB PERMIT SET o= r � �S� SCALE IN -FEET o' io' zo' W 0)C3C3 0 o Q. X W C Y CL U W` WC C3 STATE OF FLORIDA: LA 1260 THIS DRAWING IS AN INSTRUMENT OF SERVICE AND IS THE PRDPEF OF B.BURKE &ASSOCIATES INC. AND IT SHALL NEVER BE REPRDDIn IN WHOLE OR IN PART WITHOUT THE EXPRESS WRITTEN PERMISSI01 B.BURKE &ASSOCIATES INC. DRAWN BY: CN CHECKED BY BB PLOT DATE: August 24 , 2018 REVISIONSLS-2 SCALE: 1"=20' PROJECT NO: 13-295.05 AB PERMIT SET 0)C3C3 0 o Q. X W C Y CL U W` WC C3 STATE OF FLORIDA: LA 1260 THIS DRAWING IS AN INSTRUMENT OF SERVICE AND IS THE PRDPEF OF B.BURKE &ASSOCIATES INC. AND IT SHALL NEVER BE REPRDDIn IN WHOLE OR IN PART WITHOUT THE EXPRESS WRITTEN PERMISSI01 B.BURKE &ASSOCIATES INC. DRAWN BY: CN CHECKED BY BB PLOT DATE: August 24 , 2018 REVISIONSLS-2 SCALE: 1"=20' PROJECT NO: 13-295.05 AB PERMIT SET P.C. { LU _LLItzI CPP LP 0 CL vy U Q a ASPHALT ASPHALT EXHIBIT "F" a I 0 I RIVE O.R.V. 628 , d N j } O roe Bounda r PAGE 192 "� - - P _ - ASPHALT DRIVE _ - - cr�_ ._ Adjacent Property Drive within c1 _ EXHIIBIT "C", - - _ O.R.V. 6287, PAGE 178 & Property ASPHALT EXHIBIT "D"a PARCEI. "8" s.-� ..w .� �.. VIA EAsement 10H 10H 10H 10H _ 10H 10H r o,�:.v,_- y PAJOH ...2 10H v.;._ �:,.- �_. � �►�- =�. _ � �.. ��t����4 °� - r J P]i �7 4 / � � 2H � { % r. � . • . < �` ,� {rr - l '„ .tom° / _ : �. ° i , ir. / %4 1 y %.2 20 ,19 ;> Ca.i c 15 L_ i-1._ CL °� A L � f '4" , LAJ to 112 H -.... • _ 314 UJ 11:1 5H1r% t;..[ u .... Q 3/4" S f 01 -� 15H I� ¢- x- I i I Cq H 4., j 5 r c\1 ..' 0_ A 00 3 I ti a _ 5 19. SID 314,1 q1 a � . / s 15 11, D, .;. 9, ..;.: 10.6 5 k? TTi 2H . �-�.,.. • ,:-- ASPHALT �. --�-. � � _ � ..,:'°--•. 1 {.ley rl Soi ria cn ""Cn 1 12 _ _ ,► „ ..�-'�'ICE 1; FENE Quw _ '1)6 CL x ry> 'T'ESc, .f i INGI i, 20314 STOP Q o p x ^ �x-_-___� ` ,t:)14i - EXHIBIT E 0.. • O.R.V. 6287, PAGE 192 � . 6. 1 1/4r. j_ ._ y fl12H LIMIT OF WORK AREA D 18 PINE r € p 21 ; CHERRY . 2H ~ 18M fINE10 IS 1-1/4 rr ..-- Ar 2H Ct co C14r. K 2H `� U „_ 12" OAK ;,- t b f' � f 12 H _......... - 4x,1 �-10' OAK 2H O 18)PALM,'f r »1 a 2T� 0 16 ; LAK 3/4" r ®14" BINE 1.y OAK f :,. - ` �' H /¢„ x CPP GA 18" CITY STANDARD ( - E, - I \ 18" CITY STANDARD f CURB & GUTTER -- _ - - ----w VAUL - -- x- x x _ x - y x_ =x_ -x - -- CH IN LII�r C EEd CE W' _ -- --- - - - - ---X X= 0489.96' IRON PIPE' 0 : X0.7' F z- -_ CONCRETE PARKING S88'0 7 Call Before You Dig LEGEND BP.O.C. - 1" IRRIGATION METER CAPABLE OF 20 GPM AT 50 PSI METER LOSS AT 20 GPM - 2.2 PSI LOSS 1 1/4" GATE VALVE AT 20 GPM - 0,03 PSI LOSS 1" DOUBLE CHECK VALVE BACKFLOW PREVENTER AT 20 GPM - 4.0 PSI 220' OF 1 1/4" MAINLINE AT 20 GPM - (2.2)(1.37) - 3.01 PSI LOSS 1" ELECTRIC VALVE AT 20 GPM - 2.5 PSI LOSS LATERAL PIPE AND FITTINGS - 3.0 PSI LOSS TOTAL LOSS - 14.74 PSI DESIGN PRESSURE AT BASE OF DISTAL SPRINKLER - 30 PSI SYSTEM REQUIREMENT - 20 GPM AT 45 PSI RAINBIRD PEB-100-S 1" 200 PSI SELF SCRUBBING ELECTRIC VALVE WITH FLOW CONTROL OHUNTER I -CORE -800 -PP 8 STATION OUTDOOR CONTROLLER WITH PEDASTAL AND ROAM KIT AND DYNAMAX GP -1 DATA LOGGER WITH SM -150 MOISTURE SENSOR NOZZLE PSI GPM RAD SPAC PRECIPITATION RATE F RAINBIRD 15F 30 3.7 15' 15' 1.61NCHES/HOUR TQ RAINBIRD 15TQ 30 2.8 15' 15' 1.6 INCHES/HOUR H RAINBIRD 15H 30 1.7 15' 15' 1.6 INCHES/HOUR Q RAINBIRD 150 30 1.0 15' 15' 1.61NCHES/HOUR A RAINBIRD 15A 30 -- 15' 15' 1.61NCHES/HOUR 9 RAINBIRD 9SST 30 1.2 9'x18' 10' 1.4 INCHES/HOUR S RAINBIRD 4SST 30 1.2 4'x30' 15' 1.4 INCHES/HOUR C RAINBIRD 4CST 30 1.2 4'x30' 15' 1.41NCHES/HOUR E RAINBIRD 4EST 30 0.6 4'x15' 15' 1.4 INCHES/HOUR 12F RAINBIRD 12F 30 2.6 12' 12' 1.71NCHES/HOUR 12TQ RAINBIRD 12TO 30 2.0 12' 12' 1.71NCHES/HOUR 12H RAINBIRD 12H 30 1.3 12' 12' 1.71NCHES/HOUR 120 RAINBIRD 120 30 0.7 12' 12' 1.7 INCHES/HOUR 12A RAINBIRD 12A 30 -- 12' 12' 1.71NCHES/HOUR 10F RAINBIRD 10F 30 1.6 10' 10' 1.51NCHES/HOUR 10H RAINBIRD 10H 30 0.8 10' 10' 1.51NCHES/HOUR 10T RAINBIRD 10T 30 0.6 10' 10' 1.51NCHES/HOUR 10Q RAINBIRD 10Q 30 0.4 10' 10' 1.5 INCHES/HOUR 8F RAINBIRD 8F 30 1.6 8' 8' -- 8H RAINBIRD 8H 30 0.8 8' 8' 8Q RAINBIRD 8Q 30 0.4 6 8' -- F RAINBIRD B -5F 30 1.5 5' 5' - H RAINBIRD B -5H 30 1.0 5' 5' -- Q RAINBIRD B-50 30 0.5 5' 5' -- C RAINBIRD B -5C 30 0.5 5' 5' -- 4 RAINBIRD B1408 30 2.0 -- -- -- 3 RAINBIRD B1404 30 1.0 -- - - 2 RAINBIRD B1402 30 0.5 -- -- -- RAINBIRD B1401 30 0.25 -- -- -- BODY TYPE 12" POP-UP SPRAY IN PLACE OF 4" POP UP IN GROUND COVER AREAS 4" PRESSURE REGULATING POP-UP SPRAY . BUBBLER MOUNTED ON 4" PRESSURE REGULATING POP-UP BODY 1 1/4" PR -160 PVC MAINLINE, INSTALLED IN SOIL AREAS _ = 2 1/2" SCHEDULE 40 SLEEVING i E & MAINLINE LATERAL WIRE IRE PIPE PIPE TRENCHING WATERING SCHEDULE ZONE GPM PRECIP, RATE TIMING MIN. WATER @ 75% EFFICIENCY 1 20 1.5 INCHES/HR 26 MIN 0.74 INCHES 2 19 1.5 INCHES/HR 26 MIN 0.74 INCHES 3 19 1.5 INCHES/HR 26 MIN 0.74 INCHES 4 19 1.5 INCHES/HR 26 MIN 0.74 INCHES 5 20 1.5 INCHES/HR 26 MIN 0.74 INCHES 6 19 1.5 INCHES/HR 26 MIN 0.74 INCHES 7 19 1.5 INCHES/HR 26 MIN 0.74 INCHES TOTAL WATERING TIME: 2 HOURS 36 MINUTES WATERING TIMES ALLOWED BY DUVAL COUNTY: EASTERN STANDARD TIME - TUESDAYS DAYLIGHT SAVINGS TIME - TUESDAYS AND THURSDAYS RECOMMENDED WATERING TIME: 1:00 AM - 3:36 AM IRRIGATION COVERAGE - 100% IRRIGATION UNIFORMITY APPROXIMATELY 75% THIS IRRIGATION PLAN HAS BEEN DESIGNED BY A CERTIFIED IRRIGATION DESIGNER, AND COMPLIES WITH THE STANDARDS AND SPECIFICATIONS OF THE IRRIGATION ASSOCIATION AND THE FLORIDA IRRIGATION SOCIETY EXCEPT THE WATERING TIMES ALLOWED ARE INSUFFICIENT FOR LOCAL SOIL `DESIGNER IS NOT RESPONSIBLE FOR ANY LANDSCAPE MATERIAL LOST WHEN LESS WATER IS APPLIED THAN REQUIRED BY THE LOCAL SOIL: 1 1/2" PER WEEK (3 DAYS PER WEEK) DURING MAY THROUGH AUGUST 1" PER WEEK (2 DAYS PER WEEK) IN MARCH, APRIL, SEPTEMBER, AND OCTOBER 1/2 INCH PER WEEK (1 DAY PER WEEK) FROM NOVEMBER THROUGH FEBRUARY ELECTRIC VALVE DYNAMAX GP -1 DATA LOGGER WITH SM -150 MOISTURE SENSOR 12" POP-UP SPRAY DOUBLE CHECK VALVE B.P.0 CONTROLLER 4" POP-UP SPRAY N ti 1 •F --w r ti E �S� SCALE IN FEET (f 10' 20' 40' i G= C C 0 0) i STATE OF FLORIDA: LA 1260 THIS DRAWING IS AN INSTRUMENT OF SERVICE AND IS THE PROPEF OF B.BURKE & ASSOCIATES INC. AND IT SHALL NEVER BE REPRODU9 �N WHOLE OR IN PART WITHOUT THE EXPRESS WRITTEN PERMISSI01 B.BURKE & ASSOCIATES INC. DRAWN BY: CN CHECKED BY: BB PLOT DATE: August 24 , 2018 REVISIONS SCALE: 111=20' PROJECT NO: 13-295.05 LS -3 AB PERMIT SET r� � N 4 ` , E a u- 0 (f 3 °' E CID tT U C io _ d ¢ _0 M � N � N-0 �_ -0 � W CID O .26 C ~ Q o L� r oa N ti 1 •F --w r ti E �S� SCALE IN FEET (f 10' 20' 40' i G= C C 0 0) i STATE OF FLORIDA: LA 1260 THIS DRAWING IS AN INSTRUMENT OF SERVICE AND IS THE PROPEF OF B.BURKE & ASSOCIATES INC. AND IT SHALL NEVER BE REPRODU9 �N WHOLE OR IN PART WITHOUT THE EXPRESS WRITTEN PERMISSI01 B.BURKE & ASSOCIATES INC. DRAWN BY: CN CHECKED BY: BB PLOT DATE: August 24 , 2018 REVISIONS SCALE: 111=20' PROJECT NO: 13-295.05 LS -3 AB PERMIT SET