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HomeMy WebLinkAbout2014 Airport Drive East Improvements - August (Box 1 #29)0 a VICINITY MAP ms ine8�l�com LOCATION MAP INDIAN RIVER COUNTY , MUNICIPAL AIRPORT SEBASTIAN, FLORIDA AUGUST 20,2014 PREPARED BY: m 37 NORTH ORANGE AVE., SUITE 500 ORLANDO, FLORIDA 32801-2459 407-992-6611 OFFICE Y4 AMERICAN INFRASTRUCTURE DEVELOPMENT, INC. ENGINEER OF RECORD: MARK C. JANSEN, P.E. FL P.E. # 56059 h DRAWING LIST, CIVIL SHEET NUMBER SHEET NAME REVISION C000 COVER SHEET ESI 1 C001 GENERAL NOTES C002 EXISTING SURVEY C003 OVERALL PROJECT LAYOUT C004 DETAILS C005 DEMOLITION AND SWPPP PLAN C101 SIGNING AND MARKING PLAN C102 SIGNING AND MARKING PLAN C103 SIGNING AND MARKING PLAN C104 SIGNING AND MARKING PLAN C200 INTERSECTION PLAN C201 AIRPORT DR E PLAN AND PROFILE C202 AIRPORT DR E PLAN AND PROFILE C203 AIRPORT DR E PLAN AND PROFILE C301 AIRPORT DR E CROSS SECTIONS C302 AIRPORT DR E CROSS SECTIONS C303 AIRPORT DR E CROSS SECTIONS C304 AIRPORT DR E CROSS SECTIONS C305 AIRPORT DR E CROSS SECTIONS ISSUED FOR CONSTRUCTION N 71 I lS=, GENERAL NOTES 1. THE CONTRACTOR WILL BE RESPONSIBLE FOR THE STORAGE AND SECURITY OF HIS MATERIAL AND EQUIPMENT AND SHALL ERECT STORAGE FACILITIES AND FENCING AS NECESSARY. 2. THE CONTRACTOR'S STAGING AREA(S) AND HAUL ROUTES SHOWN ON THE PLANS ARE GENERAL AND FOR INFORMATIONAL PURPOSES ONLY. THE ACTUAL SIZE AND LOCATION OF STAGING AREAS AND HAUL ROUTES WILL BE APPROVED BY THE OWNER PRIOR TO CONSTRUCTION. 3. ALL CONSTRUCTION TRAFFIC SHALL ENTER AND EXIT THE PROJECT AREA THROUGH THE PROJECT ACCESS ROUTES APPROVED BY THE OWNER ONLY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE SECURITY OF ALL GATES HE USES FOR ACCESS ONTO AIRPORT PROPERTY. 4. THE CONTRACTOR WILL BE RESPONSIBLE FOR THE CLEANUP AND DISPOSAL OF ALL TRASH AND DEBRIS CREATED BY HIS WORK OR PERSONNEL. ALL TRASH AND DEBRIS MUST BE DISPOSED OF OFFSITE. 5. BURNING OF DEBRIS WILL NOT BE ALLOWED ON AIRPORT PROPERTY. 6. APPROVED CUTS IN PAVEMENT OR CONCRETE SHALL BE MADE USING A PAVEMENT SAW, AND SHALL BE PATCHED TO MATCH THE EXISTING SURFACE IN A MANNER APPROVED BY THE OWNER. 7. EXISTING EASEMENTS TO OTHER PROPERTIES SHALL BE MAINTAINED AT ALL TIMES. 8. THE EXISTING AIRPORT PAVEMENTS, ACCESS ROADS, AND HAUL ROUTES MAY NOT BE CAPABLE OF SUPPORTING CERTAIN TYPES OF CONSTRUCTION EQUIPMENT. THE CONTRACTOR SHALL FULLY SATISFY HIMSELF AS TO THE ABILITY OF THE EXISTING AIRPORT PAVEMENTS TO SATISFACTORILY SUSTAIN THE TYPE OF EQUIPMENT HE PLANS TO USE. CONTRACTOR SHALL SIZE THE EQUIPMENT USED FOR CONSTRUCTION ACCORDINGLY. ANY DAMAGE TO EXISTING PAVEMENT CAUSED BY HAULING OR ANY OTHER CONSTRUCTION ACTIVITY SHALL BE REPAIRED BY THE CONTRACTOR AT NO COST TO THE OWNER. 9. AREAS OUTSIDE THE PROJECT LIMITS ARE DESIGNATED AS RESTRICTED AREAS. THE CONTRACTOR'S FORCES ARE PROHIBITED FROM ENTERING RESTRICTED AREAS AT ANY TIME, UNLESS SPECIFICALLY AUTHORIZED BY THE OWNER OR AIRPORT MANAGER. 10. THE OWNER SHALL DESIGNATE AREAS TO BE USED BY THE CONTRACTOR FOR THE PARKING OF CONSTRUCTION EQUIPMENT AND VEHICLES WHEN NOT ENGAGED IN THE CONSTRUCTION DURING NON -WORKING DAYS AND NIGHTS AS WELL AS AREAS FOR CONTRACTOR'S EMPLOYEES AUTO PARKING. 11. ALL NON -PAVED AREAS OUTSIDE THE LIMITS OF CONSTRUCTION WHICH ARE DISTURBED BY THE CONTRACTOR'S OPERATIONS, SUCH AS THE CONTRACTOR'S ACCESS ROAD, STAGING AREA, HAUL ROUTES, ETC., SHALL BE RESTORED TO THEIR ORIGINAL CONDITION AND GRASSED UPON COMPLETION OF THE PROJECT. IN ADDITION, ALL EXISTING ROADS, APRONS, AND TAXIWAYS THAT WILL BE USED AS THE CONTRACTOR'S HAUL ROUTE SHALL BE MAINTAINED DURING CONSTRUCTION AND RESTORED TO THEIR PRE -CONSTRUCTION CONDITION. 12. THE CONTRACTOR SHALL MAINTAIN SECURITY WITHIN THE PROJECT SITE AT ALL TIMES. NO UNAUTHORIZED PERSONNEL SHALL BE ALLOWED ON THE SITE. 13. THE CONTRACTOR SHALL OBTAIN ALL BUILDING PERMITS NECESSARY FOR THE COMPLETION OF THIS PROJECT. 14. THE CONTRACTOR SHALL KEEP A WATER TRUCK ONSITE AT ALL TIMES FOR THE PURPOSE OF CONTROLLING DUST AS REQUIRED BY THE CONTRACT DOCUMENTS. 15. AIRPORT REPRESENTATIVES: AIRPORT MANAGER: FRANK WATANABE 772-388-8228 AIRPORT MAINTENANCE: GARY NICHOLAS 772-581-0111 UTILITY NOTES 1. CONTRACTOR SHALL BE RESPONSIBLE FOR THE LOCATION AND IDENTIFICATION OF ALL EXISTING UTILITIES AND UNDERGROUND PIPELINES IN CONSTRUCTION AREA. ANY DAMAGES TO EXISTING UTILITIES OR UNDERGROUND PIPELINES ON OR OFF AIRPORT PROPERTY SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. ALL REPAIR WORK SHALL MEET THE APPROVAL OF THE OWNER OF THE DAMAGED UTILITY. 2. CONTRACTOR SHALL PROTECT ALL EXISTING AIRFIELD AND ROADWAY LIGHTING, SIGNS, AND NAVAID EQUIPMENT IN THE VICINITY OF THE WORK AREA. ANY DAMAGE RESULTING FROM HIS OPERATIONS SHALL BE REPAIRED AT THE EXPENSE OF THE CONTRACTOR. 3. PRIOR TO DIGGING ANY TRENCHES, CONTRACTOR SHALL NOTIFY ALL UTILITIES (ELECTRIC, GAS, TELEPHONE, SEWER) AND OBTAIN LOCATIONS OF UNDERGROUND UTILITIES. 4. ANY DAMAGES DONE TO AIRPORT PROPERTY OR UTILITIES (SUCH AS RUNWAY, TAXIWAYS, APRONS, FENCING, EXISTING CABLES) WILL BE REPAIRED BY THE CONTRACTOR TO THE APPROVAL OF THE OWNER OF THE FACILITY IN A SATISFACTORY MANNER. THE CONTRACTOR WILL BEAR ALL COSTS FOR REPAIRS. 5. ANY UNPLANNED, UNAPPROVED, OR ACCIDENTAL SHUTDOWN OR INTERRUPTION OF SERVICE TO ANY LIGHTING CIRCUIT OR NAVIGATIONAL AID REQUIRES IMMEDIATE NOTIFICATION OF THE AIRPORT MANAGER, OWNER, AND ENGINEER BY THE CONTRACTOR. 6. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING AND PROVIDING ALL PERMANENT AND TEMPORARY UTILITY CONNECTIONS TO THE STAGING AREA. SAFETY NOTES 1. THE CONTRACTOR SHALL OBTAIN, HAVE KNOWLEDGE OF, AND INCORPORATE THE FOLLOWING SAFETY PROVISIONS INTO THE CONSTRUCTION PROJECT: A.) OPERATIONAL SAFETY ON AIRPORTS DURING CONSTRUCTION - AC 150/5370-2. B.) AIRPORT SAFETY SELF -INSPECTION - AC 150/5200-18. C.) PAINTING, MARKING AND LIGHTING OF VEHICLES USED ON AIRPORTS - AC 150/5210-5. 2. THE CONTRACTOR SHALL CONDUCT HIS CONSTRUCTION OPERATIONS AS SHOWN ON THE PROJECT LAYOUT SHEET, SAFETY PLANS, AND HIS APPROVED PHASING PLAN. THE CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION ACTIVITIES WITH THE OWNER TO MINIMIZE INTERFERENCE TO THE AIRPORT'S OPERATIONS (LANDSIDE AND AIRSIDE). 3. NO CONTRACTOR VEHICLES, EQUIPMENT, OR PERSONNEL SHALL ENTER THE AIRPORT OPERATIONS AREA (AOA). REV. NO DATE 1 07-12-13 2 08-20-14 CONSTRUCTION NOTES 1. PLEASE REFER TO THE PROJECT SURVEY FOR VERTICAL AND HORIZONTAL DATUM INFORMATION. 2. EXISTING DRAINAGE STRUCTURES WITHIN THE PROJECT LIMITS ARE TO REMAIN, UNLESS OTHERWISE NOTED. 3. ANY PUBLIC LAND CORNER WITHIN THE LIMITS OF CONSTRUCTION IS TO BE PROTECTED. IF A CORNER MONUMENT IS IN DANGER OF BEING DESTROYED AND HAS NOT BEEN PROPERLY REFERENCED THE CONTRACTOR SHALL NOTIFY THE ENGINEER WITHOUT DELAY BY TELEPHONE. 4. THE EXISTING SIGNS THAT ARE REMOVED SHALL BE BECOME THE PROPERTY OF THE CONTRACTOR. 5. THE CONTRACTOR SHALL NOT BRING ANY HAZARDOUS MATERIALS ONTO THE PROJECT. 6. ANY KNOWN OR SUSPECTED HAZARDOUS MATERIAL FOUND ON THE PROJECT BY THE CONTRACTOR SHALL BE IMMEDIATELY REPORTED TO THE ENGINEER, WHO SHALL DIRECT THE CONTRACTOR TO PROTECT THE AREA OF KNOWN OR SUSPECTED CONTAMINATION FROM FURTHER ACCESS. THE CONTRACTOR SHALL NOT RETURN TO THE AREA OF CONTAMINATION UNTIL APPROVAL IS PROVIDED BY THE ENGINEER. 7. ALL LANES MUST BE OPEN DURING AN EVACUATION NOTICE OF A HURRICANE OR OTHER CATASTROPHIC EVENTS AND SHALL REMAIN OPEN FOR THE DURATION OF THE EVACUATION OR EVENT AS DIRECTED BY THE ENGINEER. 8. THE CONTRACTOR IS TO MAINTAIN AND KEEP STREET NAME VISIBILITY DURING CONSTRUCTION OPERATIONS, IN ORDER TO FACILITATE EMERGENCY VEHICLE TRAFFIC. 9. MILLED ASPHALT SHOULD BE KEPT OFF THE SIDEWALK OR GRASSED/LANDSCAPE AREAS. 10. EXISTING UTILITIES ARE TO REMAIN IN PLACE UNLESS OTHERWISE NOTED. THE CONTRACTOR SHALL ADJUST ALL MANHOLE TOPS, VALVE BOXES AND UTILITY COVERS (WITHIN LIMITS OF MILLING AND RESURFACING) TO FINAL PAVEMENT ELEVATIONS. 11. THE LOCATIONS OF UTILITIES SHOWN IN THE PLANS ARE BASED ON LIMITED INVESTIGATION TECHNIQUES AND SHOULD BE CONSIDERED APPROXIMATE ONLY. 12. CONTRACTOR SHALL CONTACT 811 SUNSHINE TO LOCATE UNDERGROUND UTILITIES BEFORE CONSTRUCTION BEGINS. 13. INSTALL AND MAINTAIN FDOT APPROVED INLET PROTECTION SYSTEMS ON ALL EXISTING DRAINAGE STRUCTURES THROUGH CONSTRUCTION OPERATIONS. SCOPE OF WORK 1. REHABILITATION OF AIRPORT DRIVE EAST. 2. ROUGH GRADING OF OUTPARCELS SHOWN IN PLAN. 3. PIPE AND FILLING OF AIRPORT EAST CANAL. 4. IMPROVEMENT OF PEDESTRIAN SAFETY AT THE GOLF COURSE CART CROSSING LOCATION. 5. GOLF COURSE CART PATH CONSOLIDATION. MAINTENANCE OF TRAFFIC (MOT) 1. CONTRACTOR SHALL PREPARE MOT PLANS BASED ON FDOT STANDARDS. 2. MOT PLANS SHALL BE SUBMITED PRIOR TO COMMENCEMENT OF WORK FOR ENGINEER APPROVAL. 3. CONTRACTOR SHALL MAINTAIN A 9' LANE OPEN AT ALL TIME DURING CONSTRUCTION ACTIVITIES. AIRPORT DRIVE EAST m AT SEBASTIAN MUNICIPAL AIRPORT AMERICAN =, SEBASTIAN, FLORIDA INFRASTRUCTURE DEVELOPMENT, INC. ENGINEER OF RECORD MARK C. JANSEN, P.E. P.E. # 56059 37 North Orange Ave., Suite 500 Orlando, Florida 32801-2459 407-992-6611 Office JOB NO: X2613002 cool DRAWN: DLW DESIGN: MJ CHECKED: MM GENE RAL NOTES DATE: 8\20\2014 ISSUED FOR CONSTRUCTION U M O 1 a ii t 1 I 30' TRACT 1' ----� I 6 I 100• EASEMENT \b' \6' 1b, L1J - 14 Q Q 1 _N a- CDNe,i 5 = C) Y . I QO mo INDIAN RIVER COUNTY ± o DRAINAGE m coNcRETE PROPERTY 3' .: € at un nr CART PATH I� .`;,. ` I I .E:. - ��� : �' - EASEMENT Q }--- a < o /y `q /9 � t �`6 q63 1L r 6q / t�j } 19.61 \ \ \q AIRPORT BOUNDARYy 19.83 O ►` q Q "s/d 0 + (1 PER CARTER SURVEY ` W 19.22 y + \ 1 19.72 q (� TR81. \q r.. �4tt` 1.�� ......,,`. .. .:..... ..._ `bllb .w .0 » .0� •.. ,.\0�O SURVEY DATED 2005 q r"M1 r _ \9 �I \e 3o' ADS { _..,,.. ► fr . ` ` Ir INV=133Y i -c _ ..:... i?Di '. e „ f 6 Y Y :.' ........ ., .. 'bi-...... .. ..,.,,, .... ....... .... .::..--+....... L.7 ice.... � Mm ,w: .. e~ �8i 7 e r t, r. \ 51 ...- _ .I. .. ...... .... ... .... ..r».: '.... ., 1. .:. ,.....---- ..,��. _.. 7 - - 4is c_. ...... , 21.21 w 20 -T- _ _ w.. +...... _ ... ...... .. C. ^- „"'"a ..: •, " # .:1i. `� :: \ .ZJ + E AIV -19.39' �i `� a s .: \b \� M1S44 34'05"E 1150.45' SURVEY CONTROL LINE " " .... :... °61 I* � ?�, W ANY 19.3r 1 I �� ,1� -1- M1 I M1 .� 'l`' '� ry"''Ei '1°. OM1 b+ b -.t 1y sa Mfr fo' DRAdyAOE k 08 \� \`b I Og Og a( 4 Q •.: '' ?o \' • 6b T » r, .'F7 U77LITr EASEMENT - 1•. i. gt to S rN '.o Pi ?4 RCP 11'' ` µ �• a' e` I CONCRETE ?J, ' 9' TYPICAL t ���aek -- •��� ��' e _ :,I R4� � I +M1° + E IN�fae9• + r�' INv-1,� I R I� � � ( ) DRIVEWAY °'T �_ I ,20.14 2 'al 1 M1/yt01 Vof'�r�t� ►•(.„. IM1\- SEBASTIAN MUNICIPAL X08 gu GOLF COURSE MAINTENANCE AREA TB.46 W ( ..: ` -1?0 6 19.7 _ ^i M1\. MES INV -13.64 b 1 3 ?oma y M1\O �M1\_M1 O ,0 MES TOP -17.8Y 1 ; } MARL I I \� INV -16.76' 19.41 MES' INy=1317 \ \q' ROAD �� F� ND CONCRETE \9QQrUUE BENCHMARK - �IONUMENI \h INy:16.48' +t y \q \'b 4AD e �\ �e 4 y 11 M1a 19.70 b q• x211in \- \• I ELEVAnoN-2x74' \ /g \9' :- MES . '%7•\q 6° g MARL_ f� NAw BB q Ib / 7� 18.50 \q' 15in b q ROAD bb iii \q \q 9 AS q INV+16.46 1b ' `q. d` qq \q' q• I ` /� - - Gt MES + /� � \q LL -O- �q�\15g + 6�. _. 9` 4`6 3, 10 1 1 16 1'' a\ cQ �`a ` 1....INV=1bag. \.f�. g r, \ q \q 1 1�,4 \OM1 GUARD -+ ❑a �.ry0 :: n 15 h+�US �T\1M1 1 .. + ♦ \q' 19.37 ` 6 °' TREE LINE M1 �fµ[(� tQ qb q \ \Oy a SCN� \0 Q Oa k ..9yB 205 6 fit CD •." c \q a' + , n i�t� b1.:: 681 9 \q �9. ...... �� \q ` \C \q� O1 r. M11 a iREE tINE ❑ uLT- BENCHMARK 13+ - \+Y -T- I`e ` GP (t (1 �. 1.. _/ q iOs ...... { q \1 + 5:0 CARL TREE LINE FNO Ngo q ... p .v •.._ .. ,y .- `' qd. � �C''191 �- fa itx91.-. ' 1'i2in 1 'N - fi'r E°j off° � 'Co �v ,,tr1 m `y.`,. J ..._ g 1 G ...... Y b -AD '� 1 M1° M1 o •" � off° L EV f�9' M1a mei Q u 1°'Pt E'3�' �p� - 1 9ff? `�---a.....r -..`°d°-�...- 1 6 'y B�L -70, Ad 1 /9'-�'- f .. t O•" -�-5'� --I-O -� -�-q EDIT --+}{- -I - pp� \ 9.tip' \q-�•�-Af/=o' b1 �1 .9 +--�ti _9a'� �� _zQ o _ M1_ _ ssr••-..'\ _..,�„- ao.,ri SURVEY CO LWE do W-^-... M1,,o S443 26"E. 155 75' _ M1`1 I P F� �/ �p� 'la o .. M1`' ai ?o ?o b� a- I E.o.P.rp - I M1\- + , �� m/9�y +\q� `q �'i 9e� `q \q\q I \u - �_ Q 1- - t1CAKIryG BASE 10� I M1-� 1`:. �_-�aQR.r��*RI V E_ L_ti� FO.P 2:'►°91 fry Alii= jQ�+l�' po i ryas - M1Oir M1 JJ �- q� E. P o �t y0 8tX y� a1M1p. A - 11 q 19. / 0 N tr ry0 E.O.P, Y 6b • I-- p I... 9aa �zia... „ ..\q' ��. .. + 11 b 9 _ . �' ` 9 q o M1 ®- + \9 6; !a " IR77", .... . ...... , ab \ b� ne 4 ,. I 60 �5 \ ► + -- 12in Yn 9 8in� 181n p \° ,a ... ,a -+.._ - .-. ... 0.....:.: 9 ... ....... M " m, .. , b Qp \b \^s :. O......_ "...,. ,. l 11•. +..:may + f9 \b \ ° + .�_ to ` \b .�3 :. a ++ \ \4 -.. \q! 9+ ` - O !e �f �`1� .-r,�..� . + �9� . _ I ..„ e'; t M1 \1ya !7 ": 16.6Is:, " . ° 9'�:.. + + + + + + + �, \S y ��" . ,y , +, pb xa' _ :a RE'rA °+ ri= > \• \'1' �y ......V ' ra ... :..... �'` a ' o PLANTER �9 !. r - Q fY ��. w ®... W 'i-.. AN R .9 +:..0-..... .. O tp ,a ... r. .R.85 W/ PA ",,.. �I .... ..... . _. » A\ ,- ,. ti O O r M1 1. MES \ \fr 1�• \q w M1 ' f, 1 ` \ ? PLANTER f \ \ o• M �A 8in `7 :...:.. ... Si a 4! �[f - ." - 6• : :,:' ✓ .��• T� ; ^j,`�\ A r 1 PALMS 0 P \'y1 \_: \ INV 16 76 \ ,bti� O ... M1� ► 01 Q�+ d'�`' �v �- Y tri \ 1 W/ 1 fa ro i cABINEr \. MES MES ✓' i r .. 0 \ „ . ,... \b �' ��I__ O 10m \b !Ny-16 7D' IN y.f6.7f' + + '�. + .}- +\b ..� .« /-+- ear.... \° e°j b\o o t '�' 1e• ADS I I 9 SrlE BENCHMARK /2 b' WT MAG NA. 1N \$ 6 \9� �'' r r' ` _ ,..... �, y ?- --�6� ` g9.22 -W 19.43 PAVEMENT -{- " a , �M1M1 NAw ee -2a 17 1a1 $ w w .. '� y_ 14.44 NV 11-2.rN S IN = y 1466 N "16.80' 9 �•�` �,.,•'. , .... ,. 54 INV 16,88' �• r II \loci 4- , ., + PLANTER- •i : I I Q 19•0O�-11� �+ 0 t OM1: " N T W SEBASTIAN MUNICIPAL GOLF COURSEb° ». .. , . O r ` o q\ry .... .... \q + so X20\\ z 19.26 X 1915 REPORT OF SURVEY` g / �~ �Q �M1S x.,,;t+ \_.+` `.�, Q I , I 10' DRaNAGE ►O' ' M1 +M1 :4 unurr EASEMENT Q (TYPICAL) • TYPE OF SURVEY: TOPOGRAPHIC. { : + fan ryey� ' .z • l - o CONCRETE • SURVEYOR IN RESPONSIBLE CHARGE: DAVID TAYLOR P.S.M. 5243 � �q,= �� `i ; y� %� M1`�' + + Og, ' 4 Ld CART PATH ,q• '>' :' 1 .; <`- , \� +M1 • , M '' .+ - GUARD Y C'r_,rJI,I(IC,nIING PAD �BBREVrAT10NS AND SYMBOLS MASTELLER, MOLER, REED &TAYLOR INC. CERTIFICATE OF AUTHORIZATION L.B. 4644 : ►� f .. },q� 'F , - RAIL (% -}L �. Alk' E,; L A EurJt 1655 27TH STREET, SUITE 2, VERO BEACH, FLORIDA 32960 1 > -FM1' +, qb 10 oRaN"E N I O Bh1 EEN 'FIr,1A,4'l. QS SANITAR?' MANHOLE -v- STREET SIGN �. i I I t` PHONE (772) 564-8050 �+� M ....m w . umlrr E ASEMENT ® DRAINAGE MANHOLE # YARD LIGHT *THIS SURVEY AND REPORT IS NOT VALID WITHOUT THE SIGNATURE AND THE �t.., ...:`+f AL�altA , < i44 CH H H t_.n i t yfs'^ ,x," .,:. _ M1\ + w...: ilwo y O� 1 h`I `ti' Obq M. I \ C,Hc ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER, q + $k�11 66 / \q : '` M1 ; +, \� M1° M10- i TRACT 1' (D) ��1lr�z'D �ARIrJr +- db + +`a<_ CM 4\4 Cc -,Nr -RETE r1r_ NI_i 4ENT ® WELL ® MAIL OR PAPER BOX � . \ - :..{-M1 ADDITIONS OR DELETIONS TO THE SURVEY MAP AND/OR REPORT OF SURVEY BY ` , I IL oR tI [)El IA � HYDRANT ♦ SOUTHERN BELL BOX OTHER THAN THE SIGNING PARTY OR PARTIES IS PROHIBITED WITHOUT WRITTEN 1) EL LLL ✓pT;,L EASEMENT wv 0 CABLE TV BOX CONSENT OF THE SIGNING PARTY OR PARTIES. 11.-. � »_. _:-_- ,, t € ; - - - - - -1 fc A NA (: pQ WATER VALVE • HORIZONTAL CONTROL ACCURACY: THE EXPECTED USE OF THE SURVEY MAP AND ^-® +� d►.- 'f EP (-.R EoP EDr_,E ()F PAVEMENT `� POWER POLE REPORT F R TH �' I�: b� .► bM1 F. A. Ft r;RIL,A <;f,M!1 E ,_„ ,E ® WATER METER 0 E LAND, AS CLASSIFIED IN THE MINIMUM TECHNICAL STANDARDS `^� '�° +1 �r �� ; ,,a ,ro• ,r°- ra I I O � JI��TR'AT b� C + r=D0T rt r,h'InA r EPARTn-+ENT r.IF TRANSPORTArinN F , 5J-17 FAC IS COMMERCIAL HI `4gM1 +I + (- + -, I 43 _> CLEANOUT -fes ELECTRIC Bax ( ) / GH RISK. THE MINIMUM RELATIVE DISTANCE [ F. F, FIND_:FI FI ()()R ACCURACY FOR THIS TYPE OF BOUNDARY CONTROL SURVEY IS 1 FOOT IN 10000 ►"' -U@L UNDERGROUND UTILITIES SIGN o` # ' Z It It FND. Fn(LNt, ® CATr='H PASIN FEET. THE ACCURACY OBTAINED By MEASUREMENT AND CALCULATION OF A +M1*1'`� MONITORING WELL CLOSED GEOMETRIC FIGURE OR REDUNDANCY OF MEASUREMENT WAS FOUND TO �} �L,1 I D f,ENTIFu= ,llr:,nl ® CURB WEFT Sv MEET OR EXCEED THIS REQUIREMENT. 20.30)( \ - 0 ` a INVINV4 RT RUv + N REUSE WATER VALVE H SANITARY VALVE • HORIZONTAL FEATURE ACCURACY- TOPOGRAPHIC LAND FEATURES (SIGNS INLETS �� \�,� OR IRON RUi' , ! I MAILBOXES, POWERPOLES, DRIVEWAYS, CULVERTS AND SIMILAR • -z-� RC' RnrJ RC?D AND CAP IRY T TELEPHONE MANHOLE VALVES, J Y IRRIGATION VALVE O + +� I. P R(-,rJ F'IPE FEATURES) HAVE A HORIZONTAL FEATURE ACCURACY OF PLUS OR MINUS 0.25 r _,� L LENGIFI ® YARD DRAIN ® POST WOOD OR STEEL FEET. •� I 0 ►� I � LB Llr-:ENSEI) BUS:'INE'SS a '� �` o O PROPOSED DRAINAGE a CONCRETE POWER POLE VERTICAL CONTROL ACCURACY: VERTICAL CONTROL AS ESTABLISHED FOR THIS `q +4' +' 42 O � YO (M) MEASURL 1 e \ + O , FIRE WATER PROJECT SITE IS ACCURATE TO PLUS OR MINUS 0.05 FEET TIMES THE SQUARE `4 m m m MES MITERED f. _,ND SE('TW)N CONNECTION E TRANSFORMER PAD _ _ I N. D. NAIL .Y, r,l l 0 ROOT OF THE DISTANCE IN MILES. Qz + BACK FLOW PREVENTER • No NI1rJBER REUSE WATER METER ELEVATIONS OF WELL -IDENTIFIED FEATURES CONTAINED IN THIS SURVEY AND MAP Q e SPRINKLER HEAD t?.R.B�.,FFir''IA.! l�'E(:'C,R'D Br -,01•.. BLOW --OFF 42 HAVE BEEN MEASURED TO AN ESTIMATED VERTICAL POSITION ACCURACY OF PLUS .' ... �- ....:, " I I, ~ J � OR MINUS 0.10 FEET. P. r P. PE RM,ANLI1 J 1 c'r-iN TROL PC)IN r (F) PLAT © PULL BOX -:- BENCHMARK • DATA ACQUISITION WAS OBTAINED DURING THE FOLLOWING TIME FRAME OR DATE: '�°� M1`� �°b M1`� I M1 - . - -�- P; E P('u_,L EuPIPMENT FAD cv 6/2013 + + ®+ -i �o ;+ 0 P. L,5. F'K(-'EE`_S.Ir,rJAL LICENSED SLIRVE7OR GAS VALVE GUY WIRE *THE BEARING BASE FOR THIS SURVEY IS AS FOLLOWS: CERTIE�ED T0: F. E,' F't.AT Br7r:,h P.l F't_,INT OF INTERSECTIONSTOP STOP SIGN -� STREET LIGHT A} ASSUMED I I F.R.D. P1 ANNED RESIDENTIAL DEVELOPMENT1) CITY OF SEBASTIAN P.R.M. PERMANENT REFERENCE MONUMENT INFOTRAFFIC SIGN B) SURVEY CONTROL LINE AS DEPICTED IN THE PAVEMENT CENTERLINE 'OF 2 AMERICAN INFRASTRUCTURE O STOP LIGHT AIRPORT EAST DRIVE. I I P. M. F'Fc''.,EE���•Ir,NAL SURVEYOR &MAPPER DEVELOPMENT, INC. F'.!1.C.E. r'IIE)Lh !IiILITY ANC, DRAINAGE EASEMENT TELEPHONE PAD © ELECTRIC MANHOLE C) SAID LINE BEARS S44 3226"E. R RADILr, RCE RAIVr'EDRAIN CLEAN OUT 'NO INSTRUMENTS OF RECORD REFLECTING EASEMENTS, RIGHTS-OF-WAY AND/OR R.L.s L::Lr:I�,r_>1Er,Lr,r-t D LAND SURVD0C rP� SEPTIC TANK Rr F F;EIrJOWNERSHIP WERE FURNISHED TO THIS SURVEYOR EXCEPT AS SHOWN. NO TITLE I , CONCRETE FIP� L JTRAFFIC SIGNAL BOX R'./W Ak H1 {,F WA)' OPINION /S EXPRESSED OR IMPLIED. I 1 SE;' _�E(-'TIUN N. G. V. D. NATIONAL GEODETIC VERTICAL DATUM •THIS SURVEY DOES NOT CERTIFY TO THE EXISTENCE OR LOCATION OF ANY STA t7ATION N, A, V. D. NORTH AMERICAN VERTICAL DATUM BENCHMARK NOTE' CBS CONCRETE BLOCK STUCCO FOUNDATIONS, UTILITIES, UNDERGROUND ENCROACHMENTS OR IMPROVEMENTS P. r LA FE f -'LAI NE COORDINATE OE OVERHEAD ELECTRIC ENVIRONMENTAL (-)FF C,FF.-,ET EXCEPT AS SHOWN. THE ELEVATIONS AS SHOWN ON THIS SURVEY ARE BASED ON THE NORTH AMERICAN rwF' 1 VERTICAL F. D. E. P. FLORIDA DEPARTMENT OF DATUM OF 1988. THE ESTABLISHED BENCHMARK FOR THIS SURVEY IS NATIONAL GEaDETIC VERTICAL I I I po ,�^✓N'_,HiENVIRONMENTAL PROTECTrON -UNLESS A COMPARISON IS SHOWN, PLAT VALUES &MEASURED VALUES ARE THE I I O.E (11rI1T) EAS:EMENT SAME CONTROL MONUMENT J 227 ELEVATION 20 74' AWE E N In cD REV. NO DATE 0 1 _0_7-12-13_ ADDENDUM 1 `N 2 08-20-14 ESI 1 N • ALL MEASUREMENTS ARE IN FEET AND DECIMAL PARTS THEREOF AND ARE IN BENCHMARK NUMBER 2 IS THF TOP OF A SET MAG NAIL AS DEPICTED- ELEVATION= 0.17' ACCORDANCE WITH THE STANDARDS OF THE UNITED STATES. BENCHMARK NUMBER 3 IS THE TOP OF A FOUND MAIL AND DISK STAMPED LB205 `THIS MAP /S INTENDED TO BE DISPLAYED AT A SCALE OF 1 "=50' 'OR SMALLER. AS DEPICTED. ELEVATION=21.29' AIRPORT DRIVE EAST 0 AT SEBASTIAN MUNICIPAL AIRPORT AMERICAN SEBASTIAN, FLORIDA INFRASTRUCTURE DEVELOPMENT, INC. ENGINEER OF RECORD MARK C. JANSEN, P.E. P.E. # 56059 37 North Orange Ave., Suite 500 Orlando, Florida 32801-2459 407-992-6611 Office JOB NO: X2613002 DRAWN: DLW DESIGN: MJ CHECKED: MM DATE: 8\20\2014 E. IJ h VA 4CK 12 HIGHLANDS SEBASTIAN PAGE 2018 "IN C002 EXISTING SURVEY ISSUED FOR CONSTRUCTION N CL TD L 7-, ADJUST GOLF CART PATHS FOR A 1 OFT WIDE CROSSING WITH A SPEED TABLE HARMONIZE GRA TO EXIS G END OF PR' -, S 5+7 _,g 07MM. EXTENSION OF PIPE AND NEW MES PER FDOT INDEX NO. 258 REV. NO DATE 1 07-12-13 ADDENDUM 1 2 08-20-14 ESI 1 EXISTING DITCH TO BE FILLED 0 APRX. 1150 LF NEW 48" PIPE NEW STORM MANHOLE CONVEYANCE PER FDOT INDEX NO. 258 PER FDOT INDEX NO. 258 -R� bl jItfiDEWOLITION OF BUILDING BY . ....... !il #1!1, THE CITY OF SE AN tt 1 VIII{ EXISTING DITCH TO BE FIL ED APRX 175 F.CONTRACTOR STAGING AREA ------- ---------- NE 8" PIP111 �0 0 El FD (fN Ne"258 I DITCHES E DE AREA STOCKPILE MATERIAL BY CITY OF SEBASTIAN ,, BAIA SOD— _ /A - BAUA��QWNWM N4 %SOL- - C�FLOWFLO -FLOW BAHIA SOD lllj � 1111 1111 � 0 30 60 FEET IE GUR, RAIL 41 0 AH IA SOD - BAH IA / —,SOD k ) " ,,, - -1 — — 1\ N , — 'I-, I-- — ` \, '"/ 1 11 7 �JUST GOLF CART PATHS FOR A 10FT WIDE CROSSINd yes NEW 4" PIPE CO NV Y N E PER FDOT INDEX 58 Ilk, zz, NEW 36 PIPE�,C Y` N£ PER 0-111,1NDEX NO. -258 N PRE ERVE EXISTIN` OFFTE FLOW DITCH SF 0 LL 1C> 0 A +0 QD RP XlSIINC,361=�-- PIPE WI -+f- NEW 36' PIPE- PER FDOT INDEX NO.258 HARMONIZE G�DE TO EXISTING BEGINNING OF PR04ECT STA: 0+00 NEW PIPE TO TAKE WATER OUT OF EXISTING ROAD DITCHES. ENGINEER OF RECORD JOB NO: X2613002 AIRPORT DRIVE EAST MARK C. JANSEN, P.E. DRAWN: DLW AT P.E. # 56059 SEBASTIAN MUNICIPAL AIRPORT AMERICAN 37 North Orange Ave., Suite 500 DESIGN: mi SEBASTIAN, FLORIDA INFRASTRUCTURE Orlando, Florida 32801-2459 CHECKED: MM - 407-992-6611 Office DEVELOPMENT, INC. DATE: 8\20\2014 C003 OVERALL PROJECT LAYOUT ISSUED FOR CONSTRUCTION VARIES GRASS -241 - / NL- - EXISTING GROUND DITCH CITY OF LIMITS OF WORK SEBASTIAN WORK LIMITS - CL AIRPORT DRIVE EAST I VARIES , z GRASS Q 6' I 4' 5' U SHOULDER 10' 10' SHOULDER SIDEWALK- O 0 z Iw w 6" I �r PROFILE 6" / GRADE 1 5% --an— POINT 0% 2.0% x� I11___ = 1-1 1 -�—= I= ._..... ...iii "''7 2.0/a -_. _..._ t EE1� -Iii_..-v._..IiI...._VIII_..—ili....._.-Ii1....11I.__..... II._..—ili.....�1ii ili._........ - - _... 1ro ............. -- - - - - �_ _...... - iii IIi.........III............II.._.........fli............iII.........._ifl........I iII._.........III._.........ii........—ii........... i....--I....--li—i -_iii— ..� �...... — — �...... �....... ! I i i I i I I I i — i — I i I=I i iii I ISI ......=.........=........—......... ..........= ...... ........... ........ 3 _ ...=........-==..........— El1= ........=.._... _III iIi Ii l_,....Iii....__II........._.___.III�............i............lil.....Iil.....lily ii ;II iI Ii Ifi�II Ii Ii it I iI Ii— i�i�l� �i...._.�ill...._.�IIf...._...�I�...-�.�.....,,��—�-- — ...iII....�.pili_-.�..�Ifi...._.�.�IiI._...�Ii.....Iii-..�.�IiI...�..mill....�.�iII�W:�:.:1iI-.........II..... ...._.�il....�.�iii...._. II i — III III Iii I IfI iII I I.._.......`f..............__...........................IiI............ili.............lli............llf..........IiI...—iil.....-iII....--Iii....--IiI....--i I....---IIi.J.......... ii...... -ii ...—....--E fii.f...----lfFA I F-� .�.... � �� �-� � I � i �-.€ IE1III��,I�►€,ili„EIII__ � U1 =1 \ I'', EXISTING 48” RCP 1.5"ASPHALTIC CONCRETE SURFACE CANAL COURSE -TYPE "SP 12.5" TO BE FILLED NOTES: PRIME COAT 1. ALL UNPAVED AREAS DISTURBED BY CONSTRUCTION SHALL BE SODDED WITHIN PLACE 6" FDOT OPTIONAL BASE GROUP 4 LBR 100 5 DAYS OF FINAL GRADING TO PREVENT EROSION. (98% MAX. DENSITY) AIRPORT DRIVE EAST EXISTING SUBBASE TO REMAIN 20' WIDE ROAD TYPICAL SECTION STATIONS 4+00.00 TH RU 15+78.00 EXISTING SUBGRADE TO REMAIN LIMITS OF WORK qL AIRPORT DRIVE EAST _ 10' 16' € I € € I VARIES PROFILE GRADE 0' TO 5' POINT «� EXISTING ' GROUND — 2.0% s o -- 6.0/0 ... .. > vi O TIE f.....I I i....- .� �.I�I. ' 12" COMPACTED 77 C-698 �t r f NOTES: 1' 1. ALL UNPAVED AREAS DISTURBED BY CONSTRUCTION SHALL BE SODDED WITHIN 5 DAYS OF FINAL GRADING TO PREVENT EROSION. A Tl F -I L, REV. NO DATE 1 07-12-13 ADDENDUM 1 2 08-20-14 ESI1 C-5, 1.. AIRPORT DRIVE EAST 30' WIDE ROAD TYPICAL SECTION STATIONS 0+10.00 THRU 3+00.00 10 1 10' VARIES O'TO5' I- 6' SHOULDER EXISTING ?.0% GROUND /,....�.,.,,/ 6.0/ �. T• ti's � o tiL Y r _ .,:.._........ ,..::: • I i I—Iii-_____-I i I�-- iiI iIIIII— IIEdII—III —IIf_ 111-1111 111-111 1----E 1 1—III. 1 i I. �I 1.5"ASPHALTIC CONCRETE SURFACE COURSE -TYPE "SP 12.5" PRIME COAT (FDOT N0. 300) PLACE 6" FDOT OPTIONAL BASE GROUP 4 LBR 100 (98% MAX. DENSITY) EXISTING SUBBASE TO REMAIN EXISTING SUBGRADE TO REMAIN 5' WIDE 1.0 % MIN 4' 5' 3' SOD >_ SIDEWALK SOD 6.0% 10' TURNING EXISTING MAIN STREET LANE>� LAN E - 2.0% 6.0%. 1.0 % MIN .. ::: ...................... eDLi — � Ill �lll ill ill Ali- i..._...... .......:....i ............Ili....... -:i l.... -i .._:......l i ..= .......... L_...... ........ I �........... 1 I i------�i I i�� 1 �I----=I I I�--I I i -I i i -------i I i—i i I-�--�-� � I I��—� l i ----•--i I i-� 4" 3000 P.S.I. CONCRETE— WALKWAY ONCRETE WALKWAY I I I 4" OPTIONAL BASE GROUP 4 COMPACTED AT 95% 1.5"ASPHALTIC CONCRETE SURFACE COURSE -TYPE "SP 12.5" COMPACTED SOIL PRIME COAT PLACE 6" FDOT OPTIONAL BASE GROUP 4 LBR 100 WALKWAY NOTES: (98% MAX. DENSITY) 1. WALKWAY SHALL HAVE A MINIMUM 1 % CROSS 12" COMPCTED SLOPE FOR DRAINAGE. SUBGRADE-ASTM C-698 2.3/4" BITUMINOUS EXPANSION JOINT FILTER SHALL BE PLACED BETWEEN ALL CONCRETE EXISTING SUBGRADE TO REMAIN EDGES. 3.1/2" SAWED CONTROL JOINTS SHALL BE PLACED AT 5' INTERVALS ALONG WALKWAY. MAIN STREET 10' WIDE TURNING LANE TYPICAL SECTION 4" 3000 P.S.I. CONCRETE WALKWAY NOTES: WALKWAY 1. WALKWAY SHALL HAVE A MINIMUM 1 % CROSS 4" OPTIONAL BASE GROUP 4 SLOPE FOR DRAINAGE. COMPACTED AT 95% 2.3/4" BITUMINOUS EXPANSION JOINT FILTER SHALL BE PLACED BETWEEN ALL CONCRETE COMPACTED SOIL EDGES. 3.1/2" SAWED CONTROL JOINTS SHALL BE PLACED AT 5' INTERVALS ALONG WALKWAY. GOLF CART PATH TYPICAL SECTION 4" V J 21 .. �. . . . . . . : ; SPEED HUMP TYPICAL DETAIL EXIST. PAVEMENT NEW PAVEMENT SAWCUT AND CONNECT TO EXIST. PAVEMENT EXIST. ASPHALT NEW ASPHALT SURFACE SURFACE EXIST. BASE _ 6" _ NEW BAS 6€, II=11I=1II-1II-1II-1I EXIST. SUBGRADE —I I I—I I I—EXIST. SUBG 11—I I M I 1=1 11=1 11=1 EXISTING AND NEW ASPHALT PAVEMENT INTERFACE DETAIL i ENGINEER OF RECORD AIRPORT DRIVE EAST MARK C. JANSEN, P.E. AT P.E. # 56059 SEBASTIAN MUNICIPAL AIRPORTAMERICAN <` 37 North Orange Ave., Suite 500 SEBASTIAN, FLORIDA INFRASTRUCTURE Orlando, Florida 2459 DEVELOPMENT, INC. 407-992-66911 Office JOB NO: X2613002 C004 DRAWN: DLW DESIGN: MJ DETAILS CHECKED: MM DATE: 8\20\2014 ISSUED FOR CONSTRUCTION FLOATING TURBIDITY y -A BARRIER CANAL -1 : 0.42 ACRES - REMOVED r— REMOVE EXISTING PIPE :s VH t 'w � 3 CANAL -2 : 0.36 ACRES - REMOVED TYPE III SILT `FENCE 'I1 t 0 30 6 ) i i F f '< 93 13+ .f :..»,......... ... .. ::..._ ..... ...::..:.. :..................... ............ -- U pp REMME MES r i / w , - _4 \ PREP TEXTEND PIPE w._.a,. AND NEW MES) _ . REMOVE 56 L F O F I� >o y d- �IREMOVE 32 LF OF REMOVE ASPHALT AND EXISTING 36" RCP IMATELY 60 LF APPROXIMATELY 90 LFAPPROX'EXISTING SIDEWALKE EXISTING BASE OF AIRPORT CART PATH CART PATH FR EAST DRIVE.TO BE REMOVED;ARRIER X STING GUARDRAIL LOATING TURBIDITY TYPE III SILT FENCE CA1 L -3.TO BE REMOVED s:•'-$ � � t .�' ups. 53 .'`^z 'X •` i t,.� �. -E �a,_ •_• �� 5 $ %= p 0 0 ACRESTENfPµ IIDf�ACT f 19 TYPE II ISILT FENCE , + N `µ, O : a. ! : i t j .x E , z, t S st s v , .— a.,'......, r. •m.v,v,,,-". ^,.:,... „.,tom. .....::.....• F OATI NG TURBIDITY LEGEND. rf 11 13 TYPE III SILT FENCE f KA : := 'a TURBIDITY BARRIER s> a EROSION PROTECTION FOR STRUCTURE v i PAVEMENT TO BE REMOVED r,r , v+' , t v..r..6 : � .. ^' 'l:n,""',v...,v. ..nµ•Te";.., r... .. .,.,'^.W.,. / t ` \' , `S . v '2. v r r : i TEMPORARY IMPACT AREA .. ��'""s�••9.... , , , PERMENANT IMPACT AREA Mme`+'"`'+.w,.-,i'i<:..r ,,A`•,.'.a'' ' ':,./' t.� .i' i •.. i7 s ' < t , 3 `4 , STORM WATER POLLUTION PREVENTION (SWPP) NOTES I�I 7. ALL EROSION AND MATERIAL DEPOSITS MUST BE CONTAINED WITHIN THE PROJECT LIMITS STOCKPILED MATERIAL SHALL NOT BE LEFT IN EROSION PRONE AREAS. 1. CONTRACTOR'S STAGING AREA MUST BE PROTECTED AGAINST DUST, SILT ACCUMULATION, AND CONSEQUENT POLLUTION RESULTING FROM TRANSPORTATION OF SEDIMENTS. 8. ANY OFFSITE SEDIMENT DISCHARGE TO A SEPARATE MUNICIPAL STORM WATER SYSTEM, ARISING FROM THE CONTRACTOR'S ACTIVITIES, IS NOT ALLOWED. 2. PERMANENT OR TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSTALLED AT THE EARLIEST PRACTICABLE TIME CONSISTENT WITH BEST 9• CONTRACTOR IS RESPONSIBLE FOR DEVELOPING AND IMPLEMENTING A STORM WATER POLLUTION PREVENTION PLAN (SWPPP) AND MANUAL FOR THIS PROJECT. MANAGEMENT PRACTICES. ONE OF THE FIRST CONSTRUCTION ACTIVITIES SHOULD BE THE PLACEMENT OF TEMPORARY EROSION AND SEDIMENT CONTROL THE SWPPP PLAN AND MANUAL MUST BE SUBMITTED TO APPLICABLE JURISDICTIONS INCLUDING FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION FOR MEASURES AROUND THE PERIMETER OF THE PROJECT, THE INITIAL WORK AREA, AND OTHER AFFECTED AREAS TO PREVENT STORM WATER POLLUTION. REVIEW, APPROVAL AND PERMIT. 1' 3. EROSION AND SEDIMENT CONTROL MEASURES SHALL BE ADEQUATELY MAINTAINED TO PERFORM THEIR INTENDED FUNCTION DURING CONSTRUCTION OF THE 10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CORRECTION OF ANY EROSION OR WATER QUALITY PROBLEMS THAT RESULT FROM THE CONSTRUCTION PROJECT. ACTIVITIES. 71 4. QUALIFIED PERSONNEL SHALL INSPECT DISTURBED AREAS OF THE CONSTRUCTION SITE AT LEAST ONCE EVERY SEVEN CALENDAR DAYS AND WITHIN 24 HOURS 11. THE CONTRACTOR SHALL REMOVE ALL TRAPPED SEDIMENTS/DEBRIS, WHETHER CAUSED BY THE CONTRACTOR'S OPERATIONS OR NOT. ALL MATERIALS SHALL BE OF THE END OF A STORM/RAINFALL EVENT. PROPERLY DISPOSED OF AS REQUIRED BY LAW. FAILURE TO PROPERLY MAINTAIN THE SYSTEM MAY RESULT IN ADVERSE FLOODING CONDITIONS. _ 5. DUST, RESULTING FROM PROPOSED DEMOLITION ACTIVITIES, MUST BE PREVENTED FROM INTRUSION INTO THE STORMWATER CONVEYANCE SYSTEM/SWALE 12. DITCH PROTECTION SHALL BE SECURELY ANCHORED TO DITCH BOTTOM TO PREVENT DISPLACEMENT BY WIND AND JET BLAST AREAS. APPROPRIATE DUST CONTROL TECHNIQUES (WATER OR SLURRY) MUST BE RETAINED ON SITE. THE USE OF CALCIUM CHLORIDE, OILS OR OTHER 7 CHEMICAL DUST CONTROL AGENTS IS NOT PERMITTED. 13. CONTRACTOR SHALLSECURE A NOTICE OF INTENT PERMIT FROM FDEP PRIOR TO CONSTRUCTION. 6. ALL ENVIRONMENTAL CONTROL FEATURES ARE TO BE MAINTAINED THROUGHOUT THE LIFE OF THE PROJECT IN ACCORDANCE WITH N.P.D.E.S. (NATIONAL 14. AFTER CONSTRUCTION IS COMPLETE, CONTRACTOR SHALL SECURE A NOTICE OF TERMINATION FROM FDEP.. POLLUTION DISCHARGE ELIMINATION SYSTEM) REQUIREMENTS. THE CONTRACTOR MUST ENSURE THAT ALL EROSION CONTROL FEATURES FUNCTION PROPERLY AT ALL TIMES. ENGINEER OF RECORD REVISIONS: - JOB NO: X2613002 ,..:.. �� 005 t. C REV. NO DATE DESCRIPTION: EO ,. ,> . y' J> AIRPORT DRIVE EAST '. MARK C. JANSEN P.E. DRAWN: DLW -t 1 07-12-13 I ADDENDUM 1 MJ .,:,.., ATNA j MJ P.E. # 56059 2 08-20-14 ESI DESIGN• MJ -- 3 :, <> , ,, ►,,I SEBASTIAN MUNICIPAL AIRPORT AMERICAN 37 North Orange Ave., suite 500 DEMOLITION AND EROSION ' Orlando, Florida 32801-2459 SEBASTIAN, FLORIDA CONTROL PLAN INFRASTRUCTURE CHECKED: MM DEVELOPMENT, INC. 407-992-6611 Office DATE: 8\20\201 MUNICIPAL AIRPORT _ - ISSUED FOR CONSTRUCTION R Ed 0+00.00 1-j ............. REVISIONS: X2613002 DESCRIPTION: EOR DLW DESIGN: mi CHECKED: MM MJ 8\20\2014 MJ . ...... .... MUNICIPAL AIRPORT ENGINEER OF RECORD AIRPORT DRIVE EAST MARK C. JANSEN, P.E. AT a P.E. # 56059 SEBASTIAN MUNICIPAL AIRPORT AMERICAN 37 North Orange Ave., Suite 500 SEBASTIAN, FLORIDA I N FRASTRUCTURE Orlando, Florida 32801-2459 DEVELOPMENT, INC. 407-992-6611 Office JOB NO: X2613002 DRAWN: DLW DESIGN: mi CHECKED: MM DATE: 8\20\2014 C101 SIGNING AND MARKING PLAN ISSUED FOR CONSTRUCTION r- o_ w I w co = w U) w w U) w w U) z w J z = J U 7- F- H U Q Q I L "r 6 (10-3 YELLOW SKIP _ 6" DOUBLE YELLOW ' � DLW •iy...w.... l � /l F/ ' /��%/:../.C«.N/s+++.. /l�// `�/,w..: c_w %% ! l 's 771 e P.E. # 56059 ,t 37 North Orange Ave., Suite 500 Orlando, Florida 32801-2459 407-992-6611 Office CL ' � DLW •iy...w.... l � /l F/ ' /��%/:../.C«.N/s+++.. /l�// `�/,w..: c_w %% ! l MARK C. JANSEN, P.E. e P.E. # 56059 AMERICAN 1 N FRASTRUCTURE DEVELOPMENT, INC. 37 North Orange Ave., Suite 500 Orlando, Florida 32801-2459 407-992-6611 Office CL 2, 77 N C14 O p W w r- w w 2 2 U) i- 1 w w w w w, cn U) w w a• z z i Q Q 7D C, L1 REVISIONS: REV. NO DATE DESCRIPTION: 1 07-12-13 ADDENDUM 1 2 08-20-14 ESI1 \-6" (10'-30') YELLOW SKIP AIRPORT DRIVE EAST AT SEBASTIAN MUNICIPAL AIRPORT SEBASTIAN, FLORIDA 4 0 0 U U w w w w U) w w w w (1) 1C/) w w z_ z_ J J U U � H N co O_ o_ w w w w _ _ C W W CA (A w w z_ z_ J J 2 S U U Q Q i NOTES: 1. ALL PAVEMENT MARKINGS SHALL FOLLOW FDOT INDEX NO. 17346 2. ALL ROADWAY SIGNS SHALL FOLLOW FDOT INDEX NO. 11860 JOB NO: I X2613002 DRAWN: DLW DESIGN: ENGINEER OF RECORD MARK C. JANSEN, P.E. e P.E. # 56059 AMERICAN 1 N FRASTRUCTURE DEVELOPMENT, INC. 37 North Orange Ave., Suite 500 Orlando, Florida 32801-2459 407-992-6611 Office 0 0 U U w w w w U) w w w w (1) 1C/) w w z_ z_ J J U U � H N co O_ o_ w w w w _ _ C W W CA (A w w z_ z_ J J 2 S U U Q Q i NOTES: 1. ALL PAVEMENT MARKINGS SHALL FOLLOW FDOT INDEX NO. 17346 2. ALL ROADWAY SIGNS SHALL FOLLOW FDOT INDEX NO. 11860 JOB NO: I X2613002 DRAWN: DLW DESIGN: MJ CHECKED: 1 MM DATE: 1 8\20\2014 C102 SIGNING AND MARKING PLA ISSUED FOR CONSTRUCTION