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HomeMy WebLinkAbout2010 Construction Plans (Box 26 #113)I I _ II III IIII IIIYII IIIIiIII IIII II IU ILII1WI�if�IH.YI YIIWIIGiJf dW YliYii41i WJIiYiYYi�lilYiilY W'ilYllrllY�YliIIf IYIAIYYYYY1fYi11YIWiiiIYPYiY�'i l'�iW�YYYYYIIWYtYflfli ll�il�li7lifl�Wil�1Yl�1}���i� lila lYfil�'I� IIII ��IYIII��YhI1IIl IIBll lilt iIN ill 11 iii IIIY I II III 111 111 CITY OFETI CONSTRUCTION P ANS d O O 0 CITY OF S ASTIAN F 0 IDA su P �," -�8.�I�i��I .1, : l�l�1� lC• N w ,�dIiiiil �l', It's the Law! Call 81148 hours Before Digging Sunshine State One Call of Florida, Inc. U11u11ES LOCATION OF UTILITIES SHOWN ON THESE PLANS ARE PLOTTED FROM INFORMATION FURNISHED BY UTILITY COMPANIES AND ARE APPROXIMATE ONLY. CONTRACTOR IS TO FAMILIARIZE HIMSELF WITH AND VERIFY CONDITIONS AT SITE. CONTRACTOR SHALL MAKE DILIGENT INQUIRY AT THE OFFICE OF THE UTILITY COMPANIES AND MUNICIPAL AUTHORITIES TO DETERMINE THE EXACT LOCATION OF UTILITY STRUCTURES. THE CONTRACTOR SHALL NOTIFY, IN WRITING, THE UTILITY COMPANIES, MUNICIPALITY AND OWNERS INVOLVED OF THE NATURE AND SCOPE OF THE PROJECT, AND OF HIS OPERATIONS THAT AFFECT THEIR FACILITIES OF PROPERTY. 90% SUBMITTAL JANUARY 2010 �PRR� W❑❑DMERE RD ""S Z r EVENS❑N INDEX .i OF SHEETS SHEET No. DESCRIPTION 1. W w CO VER SHEET 2. DESCRIPTION GENERAL NOTES J. m X Q EROSION CONTROL DETAILS 4. v DRAINAGE MAP 5.-7. LAND CLEARING & EROSION CONTROL PLAN T1—T2 C4 TYPICAL CROSS—SECTION H 1—H3 HORIZONTAL GEOMETRY PLANS PI—P7 PLAN & PROFILE BP I —BP2 BIKE PATH PLANS CS 1—CS6 2 OCTOBER 2009 CROSS SECTIONS I1 STEPHEN E. MOLE12, P.E., FL#331C13 POWERLINE ROAD & C.R. 512 INTERSECTION DETAIL 12 DRH/✓MB LIME STREET PEDESTRIAN IMPROVEMENT PLAN OA 1—OA4 ORANGE AVENUE IMPROVEMENT PLANS S1—S3 a PAVEMENT MARKING & SIGNAGE PLANS CD 1—CD2 z CONSTRUCTION DETAILS It's the Law! Call 81148 hours Before Digging Sunshine State One Call of Florida, Inc. U11u11ES LOCATION OF UTILITIES SHOWN ON THESE PLANS ARE PLOTTED FROM INFORMATION FURNISHED BY UTILITY COMPANIES AND ARE APPROXIMATE ONLY. CONTRACTOR IS TO FAMILIARIZE HIMSELF WITH AND VERIFY CONDITIONS AT SITE. CONTRACTOR SHALL MAKE DILIGENT INQUIRY AT THE OFFICE OF THE UTILITY COMPANIES AND MUNICIPAL AUTHORITIES TO DETERMINE THE EXACT LOCATION OF UTILITY STRUCTURES. THE CONTRACTOR SHALL NOTIFY, IN WRITING, THE UTILITY COMPANIES, MUNICIPALITY AND OWNERS INVOLVED OF THE NATURE AND SCOPE OF THE PROJECT, AND OF HIS OPERATIONS THAT AFFECT THEIR FACILITIES OF PROPERTY. 90% SUBMITTAL JANUARY 2010 �PRR� W❑❑DMERE RD ""S Z r EVENS❑N AVE .i } —j Z 0 S W F— Z Vi A W w M CONSULTING ENG1N>;ER3 N NO. DATE DESCRIPTION DR/APP CERTIFICATE OF AUTHOPIZATION NUNE3ER 4204 m X Q v 7 3 ¢ C4 0 PALM AVE N Lai P �t 13 90M SUBMITTAL DRH/✓MB � 01/28/2010 1 2 OCTOBER 2009 cm 0 STEPHEN E. MOLE12, P.E., FL#331C13 1 AUGUST 27 2009 30X SUBMITTAL DRH/✓MB o a a z PARK AVE `Z v 3 0 Li_ z: _j (4 w 1 • m: h EASY LAKE DR w Q North w Li SPARK T Li L ACACIA AVE �� DELAWARE AVE LAKE DR LAKE DR 5� DEL M❑NTE RD I LENGTH OF PROJECT DESCRIPTION 'ROADWAY BRIDGES NET LENGTH OF PROJECT EXCEPTIONS _._ .,. GROSS LENGTH OF PROJECT I POWER LINE ROAD LINEAR FT. MILES 3,430 0.65 0.0 O 3,430 0.65 0 0 3,430 0.65 ATTENTION IS DIRECTED TO THE FACT THAT THESE PLANS MAY HAVE BEEN REDUCED IN SIZE BY REPRODUCTION. THIS MUST BE CONSIDERED WHEN OBTAINING SCALED INFORMATION. BEACH ISLAND n, ,Qrc MSTIAN ?O BEACH PIERCE I PALM BEACH 4IAMI r M wa@Ugdign o Woagav 0H@0 .i REVISIONS ATTENTION IS DIRECTED TO THE FACT THAT THESE PLANS MAY HAVE BEEN REDUCED IN SIZE BY REPRODUCTION. THIS MUST BE CONSIDERED WHEN OBTAINING SCALED INFORMATION. BEACH ISLAND n, ,Qrc MSTIAN ?O BEACH PIERCE I PALM BEACH 4IAMI M wa@Ugdign o Woagav 0H@0 REVISIONS M CONSULTING ENG1N>;ER3 N NO. DATE DESCRIPTION DR/APP CERTIFICATE OF AUTHOPIZATION NUNE3ER 4204 8 1655 27th Street, Suite 2, Vero Beach, Florida 32860 7 Ph. (772) 567-5300 N Fax (772) 7q4-1106 6 4 3 JANUARY 2010 90M SUBMITTAL DRH/✓MB � 01/28/2010 1 2 OCTOBER 2009 60% SUBMITTAL DRH/✓MB STEPHEN E. MOLE12, P.E., FL#331C13 1 AUGUST 27 2009 30X SUBMITTAL DRH/✓MB © 2010, MASTELLER & MOLER, INC. 0850 base. d wg SITE LAYOUT LEGEND DESCRIPTION EXISTING PROPOSED BLOCK NUMBER O3 O3 BUILDING OR STRUCTURE -'--"-""''---� I • CENTERLINE --------- D HEAD WALL ,--20�^ CURB -------N-1 -------- WW CUT AND PATCH -------- -�-------- �{ EASMENT LINE - F.F.=20.00 FENCE (AS INDICATED) - - _X X_ LOT LOT LINE LOT NUMBER 2 2 PHASE LINE PROPERTY LINE - - - - RAILROAD TRACKS 1 II RIGHT-OF-WAY LINE - - - - SHORE LINE i S-1 SIGN (POST MOUNTED) o 'c BASIN DIVIDE TRAFFIC FLOW ARROW = x x x x ASPHALT DRIVE AD • GRAVEL DRIVE GD - - CONCRETE DRIVE CD EDGE OF PAVEMENT MAILBOX/NEWSPAPER BOX o TREE 0 GENERAL NOTES DRAINAGE LEGEND DESCRIPTION EXISTING PROPOSED BENCH MARK CONCRETE FLUME -'--"-""''---� I • CONCRETE MITER END --------- D CONTOURS _20- ,--20�^ CURB INLET -------N-1 -------- WW DRAINAGE FLOW ARROW -------- -�-------- �{ FINISH FLOOR F.F.=20.00 F.F.=20.00 INLET - SAND CEMENT RIP -RAP SOIL BORING LOCATION AND NUMBER +2' +2 SPOT ELEVATION (2) METER BOXS __________ 2.40 STORM DRAIN PIPE D_____ STORM MANHOLE ------- --______- STRUCTURE NUMBER S-1 S-1 SWALE _...-... 'c BASIN DIVIDE SILT FENCE ------- TELE------- x x x x CLEAN OUT -------ELEC------- • UNDERDRAIN -------OH--------- - - DITCH BLOCK 1. ANY NGVD - '29 MONUMENT WITHIN THE LIMITS OF CONSTRUCTION IS TO BE PROTECTED. IF IN DANGER OF DAMAGE THE PROJECT ENGINEER SHOULD NOTIFY: GEODETIC INFORMATION CENTER ATTN: MARK MAINTENANCE SECTION ATTN: N/CG-162 6001 EXECUTIVE BLVD. ROCKVILLE, MARYLAND 20852 TELEPHONE NO. (301) 443-8319 2. B.M. DATA IS NATIONAL GEODETIC VERTICAL DATUM OF 1929 (NGVD-'29) 3. GRADES SHOWN ARE FINISHED GRADES. 4. EXISTING DRAINAGE STRUCTURES WITHIN THE CONSTRUCTION LIMITS SHALL REMAIN UNLESS OTHERWISE NOTED. 5. CONTRACTOR SHALL ADJUST UTILITIES AS DIRECTED BY THE PROJECT ENGINEER. 6. THE LOCATION OF THE UTILITIES SHOWN IN THE PLANS ARE APPROXIMATE. THE EXACT LOCATION SHALL BE DETERMINED BY THE CONTRACTOR AND/OR UTILITY OWNER DURING CONSTRUCTION. 7. BEFORE BEGINNING EXCAVATION IN THE AREA, THE CONTRACTOR SHALL NOTIFY THE FLORIDA "ONECALL" BY DIALING 811 AT LEAST 48 HOURS IN ADVANCE: UTILITY POLES, POLE GUYS, TRANSFORMERS, AND OTHER ELECTRIC AND TELEPHONE EQUIPMENT LOCATED IN AREAS WHICH WILL CONFLICT WITH CONSTRUCTION OF THIS PROJECT MUST BE REMOVED AND RELOCATED. UTILITY OWNERS: COMPANIES TELEPHONE NO. FLORIDA POWER & LIGHT 1-800-645-3427 BELLSOUTH COMMUNICATIONS 1-772-460-4455 COMCAST 1-772-567-3473 INDIAN RIVER COUNTY UTILITIES 1-772-567-8000 CITY OF SEBASTIAN 1-772-589-5490 INDIAN RIVER COUNTY TRAFFIC ENGINEERING 1-772-567-8000 8. FOR UTILITY ADJUSTMENT SYMBOLS, SEE INDEX NO. 002. 9. THE CONTRACTOR IS TO USE CAUTION WHEN WORKING IN OR AROUND AREAS OF OVERHEAD TRANSMISSION LINES OR UNDERGROUND UTILITIES. 10. PERMANENT TURNOUTS AND DRIVEWAY CONNECTIONS TO PRIVATE PROPERTY THAT LIE OUTSIDE THE CITY LIMITS OF LIMITED ACCESS RIGHT-OF-WAY AND WHERE ACCESS RIGHTS HAVE NOT BEEN ACQUIRED, SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE TURNOUT DETAILS AND STATE STANDARD SPECIFICATIONS REFERENCED ON THE KEY SHEET OF THESE PLANS. THE CITY, OR THE CITY'S CONTRACTOR SHALL NOT ISOLATE ADJACENT AND/OR REMAINDER PROPERTY UNLESS ACCESS RIGHTS ARE ACQUIRED. ACCESS SHALL BE PROVIDED TO SUCH PROPERTY WHENEVER CONSTRUCTION INTERFERES WITH THE EXISTING MEANS OF ACCESS. I 5 01/2q/10 qO% PLANS 2. 10/16/Oq 60% PLANS I. 8/2i/09 30% PLANS NO. DATE UTILITIES LEGEND DESCRIPTION EXISTING PROPOSED PLUG, BLOW -OFF & TERMINAL CONCRETE THRUST BLOCK -'--"-""''---� I • RED U C ER --------- D HYDRANT W/ GATE VALVE VALVE BOX , HYDRANT TEE & CONCRETE THRUST BLOCK -------N-1 -------- I I GATE VALVE & BOX -------- -�-------- �{ WATERMAIN W/ 3' COVER TYPICAL 1"0 SERVICE LATERAL W/ METER BOX 1-112"0 SERVICE LATERAL W/ (2) METER BOXS __________ T RESTRAINED JOINT TEE W/ CONCRETE THRUST BLOCKS ------- --______- RESTRAINED BEND WITH CONCRETE THRUST BLOCKS+--------- 'c TELEPHONE JUNCTION BOX TELEPHONE LINE ------- TELE------- TELE UNDERGROUND ELECTRIC LINE -------ELEC------- ELEC OVERHEAD WIRE -------OH--------- OH LIGHT POLE WATER WELL POWER POLE GUY WIRE TV CABLE BOX GAS MAIN ------SAS ------- GAJ UNDERGROUND CABLE TV ------ CATV ------- CATV 11. 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 PROJECT ENGINEER SHOULD BE NOTIFIED IMMEDIATELY IN ORDER THAT THE CITY MAY HAVE A SURVEYOR REFERENCE SAID POINT PRIOR TO DISTURBANCE. ALSO, ALL GPS CONTROL POINTS ARE TO BE PROTECTED. IF DESTROYED DURING CONSTRUCTION, IT WILL BE THE CONTRACTOR'S RESPONSIBILITY TO REPLACE THE GPS CONTROL POINTS AT THEIR EXPENSE. 12. ALL TREES WITHIN LIMITS OF CLEARING AND GRUBBING SHALL BE REMOVED 13. AT LOCATIONS WHERE PIPE INLETS AND DRAINAGE SYSTEMS ARE TO BE CONSTRUCTED OR REMOVED UNDER OR ADJACENT TO EXISTING PAVEMENT OR PAVEMENT TO BE RESURFACED, THE REPLACEMENT OF EMBANKMENT, BASE, ASPHALT, ETC., IS TO BE INCLUDED IN THE COST OF THE DRAINAGE SYSTEM. 14. EXTRA BASE MATERIAL SHALL BE REQUIRED AT CROSS CULVERTS WHEN COVER DIMENSION IS LESS THAN 12" BELOW BOTTOM OF BASE (F.D.O.T. INDEX NO. 205). 15. THE CONTRACTOR SHALL BE RESPONSIBLE TO FURNISH ALL MATERIAL AND LABOR TO CONSTRUCT THE FACILITY AS SHOWN AND DESCRIBED AND IN CONFORMANCE WITH CITY'S SPECIFICATIONS AND REQUIREMENTS. HE SHALL VISIT THE SITE PRIOR TO BIDDING TO DETERMINE EXISTING CONDITIONS. CONTRACTOR SHALL CLEAR AND GRUB ALL AREAS UNLESS OTHERWISE INDICATED, AND REMOVE TREES, STUMPS, ROOTS, MUCK, AND ALL OTHER DELETERIOUS MATERIAL. 16. THE EXACT LOCATIONS OF EXISTING UTILITIES ARE UNKNOWN. THE CONTRACTOR SHALL FIELD VERIFY THE EXACT LOCATION OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION BY NOTIFYING THE UTILITY COMPANY TO LOCATE THEIR UTILITIES OR BY FIELD VERIFICATION. CONTRACTOR SHALL BE RESPONSIBLE TO REPAIR ANY UTILITY DAMAGED, RESULTING FROM CONTRACTOR'S WORK. 17. THE CONTRACTOR SHALL BE RESPONSIBLE TO OBTAIN ALL REQUIRED CONSTRUCTION PERMITS AND BONDS PRIOR TO CONSTRUCTION. 18. THE CONTRACTOR SHALL HAVE AVAILABLE AT THE JOB SITE, AT ALL TIMES, ONE COPY OF APPROVED CONSTRUCTION PLANS, SPECIFICATIONS AND ANY SPECIAL PROVISIONS, AND COPIES OF ANY REQUIRED CONSTRUCTION PERMITS. 19. ANY DISCREPANCIES ON THE DRAWING SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER BEFORE COMMENCING WORK. WHEN PROPOSED IMPROVEMENTS CONFLICT WITH EXISTING WATER AND/OR WASTEWATER, THE CONTRACTOR SHALL BE RESPONSIBLE TO ADJUST THE WATER AND/OR WASTEWATER IN ACCORDANCE WITH THE LOCAL UTILITY COMPANY HAVING JURISDICTION. 20. NO FIELD CHANGES OR DEVIATIONS FROM DESIGN TO BE MADE WITHOUT WRITTEN PRIOR APPROVAL OF THE ENGINEER. 21. THE CONTRACTOR SHALL BE RESPONSIBLE TO SUBMIT TO THE ENGINEER AN AS -BUILT SURVEY DEPICTING THE LOCATION OF ALL CONSTRUCTED IMPROVEMENTS AS CERTIFIED BY A REGISTERED PUBLIC LAND SURVEYOR LICENSED IN THE STATE OF FLORIDA. 22. ALL PAVEMENT MARKINGS SHALL BE 90 mil EXTRUDED THERMOPLASTIC. 23. STATIONS AND OFFSETS REFER TO CENTERLINE OF CONSTRUCTION (PGL), UNLESS OTHERWISE NOTED. 24. CONTRACTOR IS TO SUBMIT THE SHOP DRAWINGS TO THE ENGINEER FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR ORDERING OF MATERIALS. 25. INDIAN RIVER COUNTY DEPATMENT OF UTILITY SERVICES WILL MAINTAIN OWNERSHIP OF ANY WATER MAINS AND FORCE MAINS WITHIN THE PROJECT LIMITS. 26. THIS PROJECT RUNS ADJACENT TO WETLANDS AND CONSERVATION AREAS. THE FOLLOWING SHALL BE OBSERVED: A: SILT FENCE SHALL BE INSTALLED BY HAND ADJACENT TO WETLANDS OR CONSERVATION AREAS. B: DEBRIS OR FILL SHALL NOT BE STOCKPILED WITHIN WETLAND OR CONSERVATION AREAS. C: WETLANDS OR CONSERVATION AREAS SHALL NOT BE USED AS STAGING AREAS. D: NO DEWATERING WITHIN 100' OF WETLANDS. 27. THE CONTRACTOR SHALL WALK THE PROJECT LIMITS OF THE SITE WITH THE ENGINEER AND ENVIROMENTAL CONSULTANT PRIOR TO COMMENCING ANY CLEARING. PROTECTED TREES SHALL BE IDENTIFIED AND MARKED. GOPHER TORTOISE AND/OR PROTECTIVE SPECIES SHALL BE PROTECTED OR RELOCATED. AN ENVIRONMENTAL CHECK LIST SHALL BE COMPLETED. 28. THE CONTRACTOR SHALL MEET WITH THE ENGINEER TO REVIEW LIMITS OF CLEARING PRIOR TO INITIATING CLEARING OPERATION. 29. SILT FENCE TO BE PLACED WITHIN 72 HOURS OF NECESSARY CLEARING. MASTELLER & MOLER, INC. DRH/JMB DRH/JMB _ >CONSULTINO ENCINEE123 DRH/JMB M CERTIFICATE OF AUTHORIZATION #4204 vESCRIPTION PR/AVP 1655 27th STREET - SUITE 2, VERO BEACH, FLORIDA 32960 2EV1S10NS (772) 567-5300 / FAX (772) 794-1106 SECTION LETTER A 2-18 5-18 _'�_� SHEET 5 OF 18 WHERE SECTION IS SHOWN SHEET 2 OF 18 WHERE SECTION IS TAKEN TYPICAL SECTION CALL OUT f- LOCATION OF DETAIL ON DETAIL SHEET A 5 - 9-18 - �- SHEET 9 OF 18 WHERE DETAIL IS SHOWN 1 2 3 4 5 6 A - -LOCATION OF DETAIL DETAIL B SHEET C SHEET 9 OF 18 TYPICAL DETAIL CALL OUT EROSION CONTROL NOTES 1. CONTRACTOR SHALL BE REQUIRED TO DEVELOP A STORMWATER POLLUTION PREVENTION PLAN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ER SION CONTROL USING BEST MANAGEMENT PRACTICES FOR THE DURATION OF THE PROJECT UNTIL SUCH TIME AS THE PROJECT HAS BEEN CERTIFIED AS COMPLETE. 2. THE CONTRACTOR IS REQUIRED TO OBTAIN AN N.P.D.E.S. PERMIT PRIOR TO THE COMMENCEMENT OF CONSTRUCTION, AND SHALL BE REQUIRED TO PERFORM ALL RELATED INSPECTIONS, REPORTING, AND OTHER DOCUMENTATION. 3. THE CONTRACTOR SHALL SEED & MULCH OR SOD ALL OPEN SPACE AREAS TO BE GRASSED IMMEDIATELY FOLLOWING FINAL GRADING. 4. SILT FENCES SHALL BE INSTALLED ALONG LIMITS OF CONSTRUCTION. 5. SILT FENCES SHALL BE INSPECTED AFTER EACH RAINFALL AND REPAIRED IMMEDIATELY IF DAMAGED. 6. ALL SIDE SLOPES OF STORMWATER MANAGEMENT AREAS SHALL BE STABILIZED WITHIN SEVEN (7) DAYS OF FINAL GRADING. ROUGH GRADING LEFT, OR INTENDED TO BE LEFT, FOR MORE THAN 30 DAYS SHALL HAVE TEMPORARY STABILIZATION. 7. ALL INLETS SHALL BE PROTECTED FROM COLLECTION OF ERODED MATERIALS BY INSTALLATION OF TEMPORARY FILTER FABRIC AND/OR HAYBALES. 8. FLOATING TURBITITY BARRIERS SHALL BE INSTALLED WITHIN ALL WATER BODIES DOWNSTREAM OF CONSTRUCTION ACTIVITIES WHERE PROTECTION AGAINST TURBID WATERS DISCHARGE MAY OCCUR. 9. ALL SILT SCREENS AND FENCES SHALL BE INSTALLED PRIOR TO WORK COMMENCING. IF EXOTIC VEGETATION IS TO BE REMOVED ALONG SILT FENCE LOCATION, THE FENCE SHALL BE INSTALLED WITHIN 48 HOURS OF EXOTIC REMOVAL OR SOONER, IF POSSIBLE. MAINTENANCE OF DRAINAGE 1. CONTRACTOR SHALL DEVELOP AND SUBMIT A MAINTENANCE OF DRAINAGE PLAN TO THE ENGINEER FOR APPROVAL PRIOR TO COMMENCEMENT OF CONSTRUCTION. - 2. DRAINAGE SHALL BE MAINTAINED AT ALL TIMES. 3. CONTRACTOR SHALL DEVELOP AND SUBMIT A DEWATERING PLAN TO THE ENGINEER FOR APPROVAL PRIOR TO DEWATERING. 0850-base.dvq Title to of/ documents vhich bear the vQAwN DRH CONSTRUCTION NOTES solely n of Nostellereller & r, Inc, Inc. is vested solely h Masteller & Moler, Inc. These DESIGNED G.��"f documents ore provided to the owner solely ri connection with this project. Any other use P@ygn n52O/1 Dre reuse or these documents or any CHECKEDG M O L/r�i.\ D production, display, sole or other disposition DATE 7/15/2009 of these documents by anyone is expressly prohibited without consent or Mosteller &SCALE N/A CITY OF SEBASTIAN LooVer, Inc. pursuant to the Federal Copyrght OI/2q/2010 sNEEr 2 of 7 FLORIDA @2010, MASTELLER & MOLE -R, INC. STET -D HEN E. MOLER, F.E. FL #331c13 PaaJECr No.: 0850 J J;�Inyl Sheathed EAW Steel Gable (4800 Lbs. Breaking Strength) P41th Galvanized Connectors (Tool Free Disconnect) Slotted PVC, Connector Pipe Closed Gell Solid Plastic Foam (Metal Dollar Reinforce Closed Gell Solid Plastic Foam Flotation (6' Dia. EquN) (12 Lbs. Flotation 0" Dia. EquN) (1.7 lbs. Per Ft. Buoys cv / Per Ft. Buoyan� 'I __-- ,rPoiypro Rope rib Oz. Nylon Reinforced p -� (600�,I,b�h. �BreaktT� PVG Fabric (300 psi Te a 18 oz. Nylon Reinforced '7�� Stress Plate �ibalvanized Chain P\/Cl Fabric (300 psi _ 'Galvanized Char;` Test) With Lacing 6rommei�) r' TYt5e I ; r TYPE II C - D =5' Std. (51nqle Panel For Depths 5' or Less).D =5' Std. (Additional Panel For Depths 59. Curtain To Redch Bottom Up To Depths Of 10 Feet.Two(2) Panels To Be Used For Depths Greater Than 10 Feet Unless Special Depth Curtains Specifically Called For In The Plans Or As Determined By The Engineer. NOTICE: COMPONENTS OF TYPE -5 I AND II MAY BE SIMILAR OR IDENTIGAL TO PROPRIETARY DE51GN5. ANY INFRINGEMENT ON THE PROPRIETARYRIeW5 OF THE DE516NER SHALL BE THE SOLE RESPONSIBILITY OFTHE USER. 5U3STITUTION5 FOR TYPES I AND 11 SHALL BE AS APPROVED BY THE ENGINEER. FLOATING TURBIDITY BARRIERS Flow , Bales To Butt - R I �� Anchor Bales With 2 - 2' x 2' x 4' o - 50' On Centers (Typ. ) Stakes Per Bale. �3 As Required I PLAN Loose Soil Placed By Shovel And Lightly 6' Min. Compacted Along The Upstream Edge Of Bales.- ,- PLAN Fin slope Anchor Bales With 2 - 2' x 2' x 4' Over/op EMs Stakes Per Bale. ELEVATION ,74P,�Flll Slope TO BE USED AT SELECTED SITES WHERE THE I� NATURAL GROUND SLOPES AWAY FROM THE TOE OF SLOPE ELEVATION BARRIERS FOR FILL SLOPES TO BE USED AT SITES WHERE THE NATURAL GROUNDS PES SELECTED AWARD THE TOE OF SLOPE GENERAL NOTES NOTICE TO CONTRACTORS: IN ORDER TO SECURE PERMITS TO CONSTRUCT THIS PROJECT, THE OWNER MAY HAVE OBTAINED AN N.P.D.E.S. "GENERIC PERMIT FOR STORMWATER DISCHARGE FROM LARGE AND SMALL CONSTRUCTION ACTIVITIES" FROM THE FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION. CONTRACTOR IS HEREBY NOTIFIED THAT UPON EXECUTION OF A CONTRACT FOR CONSTRUCTION OF THE PROJECT IMPROVEMENTS, OWNER MAY FILE A "NOTICE OF INTENT" (N.0.1) TO THE F.D.E.P, AND "COMPLIANCE CERTIFICATION STATEMENT WITH COPIES TO THE OWNER AND ENGINEER. THE COMPLETION OF THIS PROJECT BY THE CONTRACTOR REQUIRES COMPLIANCE WITH THE STATE OF FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION " GENERIC PERMIT FOR STORMWATER DISCHARGE FROM LARGE AND SMALL CONSTRUCTION ACTIVITIES" PER FDEP DOCUMENT NUMBER 62-621.300(4) (A). IT IS THE CONTRACTOR'S RESPONSIBILITY TO PERFORM AND MAINTAIN THE PROJECT SIT IN ACCORDANCE WITH CONDITIONS OF THE "GENERIC PERMIT". THE CONTRACOR SHALL BE CONSIDERED TO BE THE "OPERATOR" AS DEFINED HEREIN. THE OPERATOR IS DEFINED AS: THE LEGAL ENTITY THAT OWNS OR OPERATES THE CONSTRUCTION ACTIVITY AND THAT HAS THE AUTHORITY TO CONTROL THOSE ACTIVITIES AT THE PROJECT NECESSARY TO ENSURE COMPLIANCE WITH THE TERMS AND CONDITIONS OF THE PERMIT. THE OPERATOR'S RESPONSIBILITIES ARE AS A MINIMUM AS FOLLOWS: 1. PREPARE STORMWATER POLLUTION PREVENTION PLAN AND MAINTAIN THE SITE IN ACCORDANCE WITH THAT PLAN. 2. FILE A "NOTICE OF INTENT", (DEP FORM 62-621.300(4) (D), INCLUDING APPLICABLE PERMIT PROCESSING FEES 48 HOURS PRIOR TO COMMENCEMENT OF CONSTRUCTION. A COPY OF THE "NOI" OR A LETTER FROM THE DEP CONFIRMING COVERAGE UNDER THE PERMIT SHALL BE POSTED ON SITE FOR PUBLIC VIEWING. 3. PROVIDE A " QUALIFIED INSPECTOR " TO PERFORM THE REQUIRED INSPECTIONS IN ACCORDANCE WITH THE STATE OF FLORIDA GENERIC PERMIT FOR STORMWATER DISCHARGE FROM LARGE AND SMALL CONSTRUCTION ACTIVITIES, DEP DOC # 62-621(4) (A). 4. BEFORE CONDUCTING ANY PROJECT ACTIVITIES THE OPERATOR AND ALL SUBCONTRACTORS SHALL SIGN AND PROVIDE TO THE FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION, THE OWNER/DEVELOPER AND THE ENGINEER A COPY OF THE FOLLOWING: I CERTIFY UNDER PENALTY OF LAW THAT I UNDERSTAND AND SHALL COMPLY WITH, THE TERMS AND CONDITIONS OF THE STATE OF FLORIDA GENERIC PERMIT FOR STORMWATER DISCHARGE FROM LARGE AND SMALL CONSTRUCTION ACTIVITIES (DEP DOC #62-621-.300(4) (A) ) AND THE STORM WATER POLLUTION PREVENTION PLAN." THE CERTIFICATION MUST INCLUDE THE NAME AND TITLE OF THE PERSON PROVIDING THE SIGNATURE; THE NAME, ADDRESS, AND TELEPHONE NUMBER OF THE CONTACTING FIRM; AND THE DATE THE CERTIFICATION IS MADE. 5. WITH IN 14 DAYS OF A DIFFERENT OPERATOR TAKING RESPONSIBILITY OF THE CONSTRUCTION ACTIVITIES A "NOTICE OF TERMINATION" (DEP FORM 62-621-300(6) ) SHALL BE SUBMITTED. IF A "N.O.T." IS SUBMITTED DUE TO A CHANGE OF OPERATOR, WITHIN 48 HOURS BEFORE ASSUMING CONTROL OF THE CONSTRUCTIONS ACTIVITIES, THE NEW OPERATOR SHALL FILE A SIGNED 'N.0.1" IN ACCORDANCE WITH THIS PERMIT. 6. WITHIN 14 DAYS OF THE FINAL STABILIZATION OF THE SITE, OPERATOR SHALL FILE A "NOTICE OF TERMINATION" (DEP FORM 62-621-300(6), TO THE F.D.E.P. WITH COPIES TO THE OWNER AND ENGINEER. Woven Filter Fabric In Absence Of Established Grass (Approx. 12' x 129. Secure Edges Extend Under �Entrenching And SM Bogs and Bales. Fabric I II I Anchor Bolas WJfh 2 - 2' x 2' z 4' Shall Meet The Requirements Of I - , I - , I I I R R I R a 1 • • 1 Sidewalk Section 985 Of The Standard � SM - Stakes Per Bale. Specifications. ud �The Cost Of Fabric To Unit Price e _ innnnlmlannnnnnlnennE Sand Bags � � �� � � I �La058 $all Placed By O = For Baled Hay Or Straw. TN. _.w Shovel And Lightly Ditch - 5' Ming - -' PLAN compacted Along Upstream �� Ditch !f "1I Edge Of Bales. &Gutter Curb &Gutter _ .I. .I� .I-I=I•I.1•iI. .i. .I. .I j- •I•�. .1. .I. .,..�. -,- .,. .,.,- AnchorBa/esW/th2-2'x2'x4' I " Stakes Per Bale. dlil(1�iry� IIiIIIIIiIIilk(IIIIIfIIIIfVilllllllll - - - Rall Post i !11 �IIEIIII ITCH BOTTOM INLET I Loose Soil Placed By Shovel And Lightly PARTIAL INLET COMPLETED INLET D Compacted Along The Upstream Edge Of Bales. PROTECTION AROUND INLETS OR SIMILAR STRUCTURES PLAN Rall PLAN �-1 Min. Recommended Post ELEVATION NOTES:Spacing: Bale barriers for 6' Max. � paved ditches should be spaced In occordonce with I. Turbidity barriers are to be used In all I 77:: Chart 1, Sheet / of J. index No. 102 permanent bodies of water regardless I 1 _Il- Post (options: 2" x 4• or BARB/ER FOR PAVED DITCH of water depth. 2 I/2MIn. ma. Wood; Steel 5' 7yp I' Min. Recommend 5 TYP I Min. Recommended f 133 Lbs/Ft. Min) 2. Number and spacing of anchors dependent m I I I I , on current velocitles. i I Anchor Bales With 2 - 2' x 2' x 4' Stakes Per Bale Thor Laver Bales With 2 - 2' x 2' x 4 Stakes Per Bale. (A Anchor Top Bales To Lower Bales With 2 - 0 x 2' x 4 Stakes Per Bale. 3. Deployment of barrier around pile locations IS Oz. Nylon Reinforced Optional Post Posit Principle Post Position may vary to accommodate construction operations. PVG Fabric (300 psi Test) ELEVATION ELEVATION (Ganted 20' Toward Flow) 4. Navigation may require segmenting barrier ;n i ; Post (options. 2" x or durin construction operations. € , _� Application and Spacing: The use of Types I & a bale barriers should be limited to the St , L g p conditions outlined In Chart I, Sheet I of 3, Index No. 102 2 Min. Dta. Wood; Steel Filter Fabric (1n o 5. For additional Information see Section 104_ IF 133 Lbs/Ft. MInJ 6 Max. -I Conformance With > of the Standard Speciftcatlons. TYPE I TYPE 1I 0+ Sec. 485 FDOT Spec) Filter Fabric: STAKED TURBIDITY BARRIER ! -� BARRIER FOR UNPAVED DITCHESsnt Flaw NOTES: -� I. TYPE I AND Il BARRIERS SHOULD BE SPACED IN ACCORDANCE WITH CHART 1. SHEET 1. 4. ADJACENT BALES SHALL BE BUTTED FIRMLY TOGETHER. UNAVOIDABLE GAPS SHALL BE PLUGGED WITH HAY OR STRAW m U" TO PREVENT SILT FROM PASSING - 2. HAY BALES SHALL BE TRENCHED 3' TO 4' AND ANCHORED WITH 2- l' X 2' ( OR K DIA.) X 4' WOOD STAKES. STAKES OF OTHER MATERIALS OR SHAPE PROVIDING EQUIVALENT STRENGTH MAY BE USED IF APPROVED BY THE 5. WHERE USED /N CONJUNCTION WITH SILT FENCE. HAY BALES SHALL BE PLACED ON THE UPSTREAM SIDE OF THE FENCE. i X X ELEVATION SECTION ENGINEER. STAKES OTHER THAN WOOD SHALL BE REMOVED UPON COMPLETION OF THE PROJECT. 6. BALES TO BE PAID FOR UNDER THE CONTRACT UNIT PRICE FOR BALED HAY OR STRAW, EA. THE UNIT PRICE SHALL INCLUDE X J. RAILS AND POSTS SHALL BE 2' X 4' WOOD. OTHER MATERIALS PROVIDING EQUIVALENT STRENGTH MAY BE USED THE COST OF FILTER FABRIC FOR TYPE l AND l/ BARRIERS. SAND BAGS SHALL BE PAID FOR UNDER THE UNIT PRICE FOR iF APPROVED BY THE ENGINEER. SANDBAGGING. CY. ROCK BAGS TO BE PAID FOR UNDER THE CONTRACT UNIT PRICE FOR ROCK BAGS, EA. X TYPE I I I SILT FENCE GRUBBING, CLEARING AND TREE REMOVAL/LAND CLEARING PERMITS: LAND CLEARING, TREE REMOVAL AND GRUBBING SHALL BE PERFORMED UNDER THE PROJECTS ENVIRONMENTAL RESOURCE PERMIT. THE CONTRACTORS SHALL POST A COPY OF THE PERMIT AT THE SITE PRIOR TO COMMENCEMENT OF GRUBBING, TREE REMOVAL OR LANDCLEARING. GRUBBING: THE APPLICATION FOR GRUBBING PERMIT SHALL BE FILED WITH THE CITY ON THE APPROPIATE FROMS. THE APPLICATIONS SHALL INCLUDE A COPY OF THE RECORDED DEED INDICATING THE CURRENT OWNER. THE OWNER SHALL THEN INSPECT THE SITE FOR LISTED SPECIES AND ENVIROMENTALLY SENSITIVE FEATURES. IF LISTED SPECIES ARE FOUND, THE OWNER SHALL BE REQUIRED TO OBTAIN THE NECESSARY PERMITS FROM THE STATE OF FLORIDA. TREE REMOVAL AND LAND CLEARING: THE APPLICATION FOR A TREE REMOVAL PERMIT OR LAND ` CLEARING PERMIT SHALL BE FILED WITH THE BUILDING DEPARTMENT CONCURRENT WITH AN APPLICATION FOR A DEVELOPMENT ORDER PERMIT. EXISTING NATIVE VEGETATION: EXISTING NATURAL VEGETATION TO BE SAVED IS INTENDED TO BE INCORPORATED INTO THE LANDSCAPE PLAN. PROTECTIVE BARRIERS SHALL BE INSTALLED PRIOR TO LAND CLEARING TO PREVENT DAMAGE TO NATURAL VEGETATION TO BE SAVED. SPECIMEN TREES: THE REMOVAL OF A SPECIMEN TREE REQUIRES A REMOVAL PERMIT FROM THE CITY. PROHIBITED AND UNDESIRABLE EXOTIC VEGETATION: ALL PROHIBITED AND UNDESIRABLE EXOTIC VEGETATION MUST BE REMOVED BY THE DEVELOPER AT THE TIME OF CLEARING. PROHIBITED AND UNDESIRABLE EXOTIC VEGETATION SHALL NOT BE USED TO MEET THE TREE OR LANDSCAPING REQUIREMENTS OF THE LAND DEVELOPMENT CODE. PROHIBITED AND UNDESIRABLE EXOTIC VEGETATION MAY BE REMOVED WITHOUT A PERMIT AFTER RECEIVING VARIFICATION FROM THE BUILDING DIRECTOR. EROSION CONTROL NOTES 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR EROSION CONTROL WITHIN THE BEST MANAGEMENT PRACTICES FOR THE DURATION OF THE PROJECT UNTIL SUCH TIME AS THE PROJECT HAS BEEN CERTIFIED AS COMPLETE. 2. THE CONTRACTOR SHALL SEED & MULCH OR SOD ALL OPEN SPACE AREAS TO BE GRASSED IMMEDIATELY FOLLOWING FINAL GRADING AND COMPLETION OF ALL UNDERGROUND UTILITIES 3. SILT FENCES SHALL BE INSTALLED ALONG LIMITS OF CONSTRUCTION. 4. SILT FENCES SHALL BE INSPECTED AFTER EACH RAINFALL AND REPAIRED IMMEDIATELY IF DAMAGED. 5. ALL SIDE SLOPES OF STORMWATER MANAGEMENT AREAS SHALL BE SODDED ON COMPLETION OF FINAL GRADING. 6. ALL INLETS SHALL BE PROTECTED FROM COLLECTION ERODED MATERIALS BY INSTALLATION OF TEMPORARY FILTER FABRIC AND/OR HAY BALES. 7. FLOATION TURBIDITY BARRIERS SHALL BE INSTALLED WITHIN ALL WATER BODIES DOWNSTREAM OF CONSTRUCTION ACTIVITIES WHERE PROTECTION AGAINST TURBID WATERS DISCHARGE MAY OCCUR. MASTELLER & MIOLER, INC. 3 0I/2'a/10 g096 PLANS DRH/JMf3 G GGn 2. 10/16/OG 60% PLAN5 DRH/JMB CON UL T NG G NGING G K 1. 8/27/Ocl 30% PLANS DRH/JMB M CERTIFICATE OF AUTHORIZATION #4204 2 DESCRIPTION DR , APP 1655 27th STREET - SUITE 2 VERO BEACH FLORIDA 32cI60 N0. DATE / , REVISIONS (772) 567-5300 / FAX (772) 7q4-1106 STORMWATER POLLUTION PREVENTION PLAN NATURE OF CONSTRUCTION ACTIVITY: CONSTRUCTION OF PUBLIC ROADWAY SEQUENCE OF CONSTRUCTION EVENTS: 1. INSTALL SILT FENCE AND OTHER EROSION CONTROL DEVICES. 2. CLEAR AND GRUB SITE. 3. EXCAVATE STORMWATER LAKES. USE SOD TO STABILIZE BANKS AFTER CERTIFICATION. 4. ROUGH GRADING, 5. CONSTRUCT UNDERGROUND UTILITIES. 6. CONSTRUCT STORMWATER CONVEYANCE SYSTEM. 7. CONSTRUCT ROADWAY SUB -GRADE AND BASE. 8. CONSTRUCT BUILDINGS. 9. CONSTRUCT PAVEMENT AND SIDEWALKS. TOTAL AREAS OF THE SITE: 9.63 ACRES AREAS TO BE DISTURBED: 6.75 ACRES SOIL DESCRIPTION: IMMOKALEE FINE MYAKKA FINE SAND DRAINAGE AREA SIZE: 6.75ACRES BEST MANAGEMENT PRACTICES (BMP'S) SILT FENCE, INLET PROTECTION, FLOATING TURBIDITY BARRIERS, CONSTRUCTION SEQUENCE MINIMIZED TIME FOR POTENTIAL EROSION, GRAVEL ENTRANCE LIMITS SOIL ON ADJACENT PAVED ROADWAYS. PERMANENT STORMWATER CONTROLS: DRY RETENTION POND SYSTEM WILL BE USED TO TREAT AND ATTENUATE STORMWATER RUNOFF AFTER COMPLETION OF CONSTRUCTION PHASE. POTENTIAL POLLUTANTS: PORTABLE TOILET CHEMICALS WILL BE PROPERLY HANDLED AND DISPOSED. PETROLEUM PRODUCTS (IE: LUBRICATIONS, FUEL) SHALL BE HANDLED AND STORED IN SUCH A MANNER TO MINIMIZE IMPACTS FROM SPILLS. INSPECTIONS: SITE WILL BE INSPECTED FOR EROSION PROBLEMS DAILY AND AFTER EACH RAINFALL EVENT GREATER THAN 0.5 INCHES. A RAIN GAGE SHALL BE INSTALLED ON SITE TO MONITOR RAINFALL. CONTRACTOR IS RESPONSIBLE FOR INSTALLING ADDITIONAL EROSION CONTROL AS NECESSARY TO MEET STATE AND LOCAL REQUIREMENTS. RESPONSIBLE AUTHORITY: (CONTRACTOR - TBD) sat Fiow { 4 X . X - Note: SpaUn for Tune - Fence to be in S`\t accordance with Chart -, Sheet 1 of 3 aid ditch installations at drainage 1 structures Sheet 2 of 3. r Type ^"^•^" Slit Fence Type - Silt Fence Protection Type - Silt Fence Around Ditch Bottom Inlets. Do not deploy in a manner that 511t fences will act as a dam across permanent flowing watercourses. 511t fences cre to be used at upland locations and turbidity barriers used at permanent bodies of water. SILT FENCE APPLIGATION5 Optional Post Positions Post Options: Softwood 4' Dia. i Principle Post Position Softwood 4" X 4" I-Poult� Mesh ( 20 6a. Min.) O'' (Canted 20' Toward Flow) Hardwood 3" Dla. Or T e A Fence Fabric Steel 1.331bs/ft Min. 10' Max. I ( Index No. 451 d Sec. 4bb "1 / 1 ) Poultrq Mesh or FDOT `'Pec.7� Type A Fence Fabric Q' Filter Fabric Silt Flow lP_ f ELEVATION LFnter Fabry (In oormance With SECTION Cnf Sec. 485 FDOT Spec) TYPETZ SILT FENCE I I .. I I rd7e Of Pkt." i. Ikl A\� 1. A Son TrarkiAO PrwedAm Della I STPD / sAutlN Oawnretsd 0/ APprepala LeNpth ! I i aW1kvY vurpmrm g IM erornea for 0Mts of eprFss fraA l 1 W$1OW 1464 - 0r fM 0/Kr IO PAik mmG, W= s,,0 f,w M 4jie m !d.. Tier d I aw ma Kr 4" deoe Of rM m,Yfrtarkn 1 Opinj tAMdl01 dll.,.11.0S rpo, vf%erl, lbfflim, 0, ONkr T i' I WeAr - they PT a'a"d er rFpiired ro rfmY ow akeH rehkvM The Conn ,o roy gOeOse dtt nO,he )eeMkPv fo Rhtlpin Off. 11OF,dnO of ae -ft M. TI. MAIlw1%re Opel Oe r"16•00 Old ` 5a' Sfd. II apaaved M me Enpleroel calor ro 1II we. 11 f0, 6 o0oed. a /foaled Onto prA'k roOFe E CW SfnCt Pored Turlat f Oily. Olrp 1,< STPD a�repoN an0 d tyf �tkE xW / drollb rsmOred 3 N dour. Dr pure fregent:Y tf Oo dfrecraf ET fire ErylrMer. (/MOO No 5751. .way Be p Deleted K APprered I t 4. AdpredofY d 11 tIF. dedC AW In Scab 9 u W;M eP'•Y..T. - G S By The Efgirroer, 1 I i AdP'eOolY anti OF FDC? shy Ir, rf ff-, .Ye a M, ororwae. ff.neer oro%bNF tOWrlr Ric 0011'"Of. -Y be R.p,fif.W w1fA the QW -1.4' /M (w� EA]iMer. SIIep KM101n1/q O.Ittfdlrr xrMJf ODprFQJ,e Miff fRR't OCf ,M Pro%for q = ; r _ and on Yrw,feA'0. S. TAI, FIVAPent air st-ld P-1de d ret.6. rdhdne Of 7600 Itk e N reefI- or surface arra ara5rtrlp b the Pit, Mt- Me STPD 1s r®bred Iron oMer m,A ve areae. Me WrbW,q NtAr- w torts!, flys rfevirsrRent. 1 I I 45',a 50',co ffr ID'A so'•ran fP Aa an -Wt- h ftFew-, Plt . N. Iew Of AN, cord@ bDtk- ore I ..� - _ ( . irseasra Al octan rnf O,t o Nxn me rem'nanf Pn Or a is W.V.Am oven rf r FM IF s # Poll, I R=oftN VRO6V the. WMn 0 were W --� 1a viAy OaNt Or eFrr IfnCe RIo/r pF Pi000o ob10 IM MN(rO /NpM. SlCP0 To T .rte T A fi A �---� Berm t I I 6. 71N awo/e dNM Ora:Alnp tM STPD Mee A,+ as Ij __ ll o t.ax aa.%x•..va drOcv alxp me $TPD 0 and p t /M " +ad:~.kAlp;l. NO. PecleW are Aaf rW ed than fl* erdWMIn $Walt -.-� �J / I �. Pipe ed1ie11K LM OfMr NM IOQkt/0 Mn16. - I � '� _� I I e` "oesiwaa "n"ma'�anAi> ed 1A 'nraoffsr*e v,thern Sedrmenr Pit .- ( j E mp, the STPD Moet W I Ae r(1 (Addy *Wl M We 1 to Nora awvmnblW t dNnwAd M Irk OlOrre. AdOfl:oM/ a N Awl IR of 1R! rMJwkr route /eo0tnp M Me IAO, ROIe1 I I STPo ,f Or be rFpi.rp,d fo Nnit lne wW froc{M. -> Ap,T Daeh L Ona A _ _ A A SrPo s w. a ON fa ander the O`N~ N1It Arw for Soil F -Al • Pmentron oe,;ce. LA, r,e unY pike Brun oonatnafe fwrma nuprkn� A8 ReQu1rM �` - rm MemI Of t1 nlTin 0111, IY fOe Me SW 1"4NWs, rarmwt, fi • • ��' rHrordlbn R la ora uffl/rrO fM rM STPD. IruA,dirp ON M/ 1lmsNd • Ptt VOhdma k ro e,co dflr.. �a0tn7. reOWrary PlPr ( lncrud.'nd YES Mnen rip ed Y, tater • Work, Oggreporr, Porev tN 1 f ,ncndhp aryud ora nae OrnFrnx+:an 1, Berow The inlet E(ewrian or di" sfa0illMlra:. Wu•0oen tae. bb'dr011on. 6e0;g remONtf" dta *W. S • 1 `�' HOY edru tom_ Trte ouf�er EIe.aNOn. rota. rinrinP cad t/anb' Of ". Sl PD Ow drpm:tp Ol POW roast. I`i wntcherer 1e tower. 1-blO " cad. rbr ONa IAO., Oe p(d F_ MOer Me -"-I uW Prla fitter faL'ID FO, " N Sf or do -8d, EA, Slit f, deli a pow lar under too onnvn d" Yin, _� TyAe t rf, hoer Na. 79S ' SECTION 8-8 W01 price fol SWw Vit Fence. LF. IS '0, The n I1"r Rte Or 0 MIAMDld STPD It #51A IOOOtete TRANSITION DETAIL = Corer Per 5' drrAA,1_ e�.D f o Iq wMrn Srttar' o, Ie area 7f sed &I lit. ]I AggrsWale EzV,1,_ MAm d aaere width II(T 1 STPD l+ wed. Me Pd, 0"sly 21 Index Na. X5 dtbN De P tar epUr 16.ffon, A9D,eg&e I ' +TATi Of FLORIDA DEPARTMENT Of TRANSPORTATION 1 "..r, '4. •rr• •---Filter r0er10 f , SOIL TRACKING PREVENTION MICE , Fak T+DreN ,O.I/tiff Y%n. ^�- Comcae,ed Backfill Extsffrp Or TergaorarT e F11fer Fah fe {- ske&dm Pipe TYPE A T AURAL CONNECTION •" PP ° ie &y a�� A a `�To Be stasllrzed As rim^ red - DETAIL ` , `°"• r"r ...N • I . fiA�r• i..•• SECTION A A eased [h Flow Ane Glare. a ••• • " ter uw fix i •^• • ! of I W WMAATRE„MY Title to all documents which bear the EROSION CONTROL DETAILS solely in o Hosteller & r, Inc. Inc. e vested solely h Hosteller & Moler, Inc. These documents are provided to the owner solely in connection with this project. Any other use I�uJ \`VJ►`Yf/ ILJEul I��� JJJn"`I JJJI ILLJJ`_uu1 [/�-�l\j reuse of these documentsany reproduction, display, sole or other disposition osrtan of these documents by onyone is expressly prohibited without consent of Hosteller & Layer, Inc. pursuant to the Federal Copyrpht OI/2a/2010 CITY OF SEBASTIAN FLORIDA @2010, MASTELLER & MOLE -R, INC. 5TEPHEN E. MOLAR, F.E. FL #331 c0 L 1111111 "..- 0850-base.dvq , PRAWN DRAWN pRl••1 DESIGNED 5EM CHECKED 5EM DATE 7/15/200q SCALE N/A SHEET 3 OF 7 PROJECT NO.: 0550 V- r �•. GRAPHIC SCALE 3 0I/2cf/10 4056 PLANS PRH/JMB 2. 10/16/09 W% PLANS DRH/JMB I. 8/2?/09 30% PLANS DRH/JMS NO. DATE DESCRIPTION DR/APP REVISIONS Tale to all documents vhrh bear the copyright or Masteller & Moler, Inc. Is vested solelyn. M.63teller & Moler, Inc. These documents ore provided to the ovner solely h connection 'vrth this project. Any other use or reuse or these documents or any *. reproduction, display, sole or other disposition of these documents by anyone is expressly proh6t ed vrthout consent or Hosteller & Moler, 'Inc. pursuant to the Federal Copyright 01/29/2010 Lay. FLORIDA ©20011, MASTELLER & MOLER, INC. 5TEFHEN `E. MOLER, F.E. FL #331q3 0850—dranW nap.drq DRAWN DRH DESIGNED 5EM CHECKED 5 M DATE 7/14/200q SCALE 1'=200' sFEET 4 of 7 PRa1ECr NO.: OeW 5 01/24/10 g096 PLAN5 2. 10/16/09 6095 PLAN5 1. 8/27/04 30% PLANS NO. DATE - M1h SURFACE WATER - - I I I . .. REM k2 I I I I °5w -r I '• I I I try 1 SAGE wAr1=R 2 NSTRUGT SILT A�� M1M1 °� N I Q 1/E EX X17 q5�.� III f I I 0.05 ACRES EX At DEWALK �� M1' / I 0se ACRES x 16.97 `� I ' E)C STORM DRAI ❑ ko 9h bo`' o FENCE (`IYf',i FL EGTRtG 1 ° . OM1. �>"` k° (b0 NOT DISTURB) 1❑ ❑ ❑ 9 EX STORM DRAIN J - 9 O ,Lk• °' kM1' '�h5'L' - (b0 NOT DISTURB)ry'k6 } �" NO NOT DISTURB)LIM GALJ _ \. \ -Lk. 6 0-T0 10' EAER? -EASEEMT ph �9 �k°!V p♦1 ryk- qh O t�OM1' ♦? ,",.1 �' h °ry'I�- 1q' 23.60'\.;\ \ `q.- -q. 'Y- .-.0-- - - ..� 'L .. � � +`�, ryry �---- -♦0v .-- A rF ��ru.wLj- -�+ � _ _�-- 1�,.�-. _ k I �' � _2o-`-2 �•` - .,, -�o-- - 0 �- M1 � 1 • ` -_ h - _ _ -_--•.ter ._ �Dr-=- _Z �- -�-�_ 1 'dry T z�= � +M1-�F �s S F S r --�._ - - _ SF�rSF� SF SF SF SF��iI=-S.' or'� S '°s�'}-SF SF SF SFS SF SF SF SF SF� SFS SFS SF `SFS-SF+'+F� SF�� SF SF SIF SF SFS $F F ��5��"� p-�� -\ \ t p ry } l �M1� ryry9k` \ 1hM1�rye9 $ f_ F S F+ry�f•-• ♦`69-` _ \ \ \�.: \ ~- �:.. h�♦ - M1h�h f ° i ."__ i +M1M1 ° +ryh `�, \ \:",;�• 3 k6 1.-� {'ry i_ -_}-•- -+'� I.-- + ax'�0:. j° _$o1k ._az--- M1M1, y ,+ryhl1-, ti,/ \ 00 0 ?p �� M1ry + 6 + O + \ _':. �❑HE ❑HE cam` zi XBH ❑ ❑HEIE IE f]HE ❑HE HE ❑HE /�HE' - ❑HE ❑HE ❑H �pl�E G ✓U{'iE. ❑kid SHE M1ry>h❑HE DHE- ❑HE + ❑1__ DH ❑H--� \ ' fi + ` 105+0 NSTRUGT SILT 1 06t x'07+00 �� M1 t 08+00 y 10 �- 110 -00 �k `z3 1 2+00 �N 103+ �9 1104+00 Q g2 6 42 b ` \ DO+O\ \ x69 U 1 a ♦' 6 0• - / FENCE i'rYPJ ryry- _ M1' - \ \ 6' ry � . �-- �. `'.~Mw' 3 ' e j� , e ry ✓ > '' .= . = +�6 -. : - �- ` I =t ' M1 ry �4.os -t:. \ ih r Y sr= : M1M1' 6 e` ryM1 M1h' g .. ho ry 10 .`�l'. ry \ i, h k� \ ELEG21G l + e ; /� J rye. - + 4 l_::•s�i �0 0 0- -o �'. -a- ry M1M1 f + �� +M1ry I_ 3 3. .,h ! vr._ �• ,.�,• M1M1' 60 ., `M1 _ _��., - - - - ;.r ... - - ry n - . NOT DISTURB) k __ a T _ ._ b s. .- ;: .r . . , _. ,� .. C , T,. _.. _.. ,: - `•.K ,. �. ,fir `, _. a -. - ,. x.,- -Y. __ a .i`^ t E ry _ .a - �x r-- hDHE 0 Hl ula UGE \ o�"- ..-. UGE UGE � U .., 1,. .. L � l�. o �. .,._ - __� - _- ` a� �.:... �� .. ,�_ : f v � ��HE -- UGE i - 1 a - . _.. - ♦ max-_ _ I 0 \ ^; :.. e _ , - �; � � � .�,.,- s� � , .s - - + + ry •�: �s � S.� � F � --�� F - F � -S-F- r .E S � W \'2744:\ _ r 2 �#_`- r.. ,,r ♦( , k .. % : -. _ _- + �a vz ': M1M1 �� $ t ,,e : _ - `� 1• 1 '^ \ \ 2x22.88=` N> j _ _i =_ _ _ ... - ,,..-I + / / � .. lP b - - - � / k F � ` M1M1 vJ \ ." \.,, _ �♦ a ' �0 ryh x 24.0 \\ o z3. . 3 sB M1� CONSTRUCT SILT f �►'""1 :.1 ' ,� s - + y �ry \ ro`- 7= \ x2 B�\ \ \\ zs x . 6 .� FENCE iYYP.I 4 / / ryM1 LREMOVE EX. �\ • \ \ 225 2 \ e _ fi. _ oa s GONGRETE SIDEWALK X23111 R9-0 � 1,�� 4} ' `�:\� = \ ♦, �� ••a ,t x. - n� + \ zs y \ \ o0 23 0� \ \ ^AXE' y♦44 \ \ \\ xxz \ \ '3 1 ,� 4.47 \�`. x \ ~\ 396` \ a\ \� \:. \ P a a ': dry? +M1M1♦ / 5 NSTRIXT SILT rROPOSED TEMPORARY o -s \ 6�4. \ ` \\\ ry♦� ,� ` ' �, a FENCE (Tl'f'.1 CONSTRUCTION f�°SEMENT 23.7$`\�, _ REMOVE EX. ASPHALT - - \2392 \ \+, \ 4 i / M1 s @ - x _ , . - \ x 24.36 \ `\ �� 11. ± F x 6 �� .G.1=. - X 24.18 x 23. X 23.25 \ \ \ \ \ - '� .` 4: a hr - - qry� - �ry _ - - \. \ �� 'r AND BASE I15 \ \ \ \ fry♦' <22.25 24. x �+_:�pA \ \ 23.55 \ �\ 23. 9�'i.3� s.�1 \ \ \ / 10 i75 � r;'r''�. \ ..�i /. J `xfr'.zi ,. 1 / - - . !-RO 04ED TEMPORARY \ \\ \ JC 22.54 �\ \ o \ s CONSTRUCTION EASEMENT AAT x22.36:- 14':' \\ \ 2259 4.673.1 2 .02 \`\ \NNa.o6 \\ \ \\ \ �y ` \ \ \ ���\� / / `� s 1111 +ry♦9h 3,.. 3.46\ \\\ \ \BOJ � 24.V X22JB \ \\ \4-27GONSTRG�IrpT SILT x 22.12 \ \ \ 23.95 23.44 \ ? \ ` � . FENCE 1 T 1 PJ - - 2ii \ 24.10 23.9 \ \\ \ IN, ` \1s x /'° sky TI'r 2282 �� Six ' •-Z3q 22.70 y REMOVE =v - w \ x z .36 /.4. 22.37 CONCRETE SIDEWALK EX. STORM DRAT \ \ \ I ry ?C 1 r NOT DISTURB) \ 4.44 \ -,x.624 . , \3.74 23 4�� / :" :` .. M1 PROPOSED TEMPORARY . \\ .\qy .e .. \ \ \ '" ` 17\0 x23.65 �f19 x23.10\ \ \ \ \ \\ \ 6 k23X213 ryh"°ry,M1° 23.49 \� CONSTRUCTION PASI=HENT IS AS 4 ELEMENTARY SCHVVL.� x 22.18 \ _ \ \ \ ryk M1ry90 ` ryh'9 \ ry; S x2256 - - / �• 2.876 4 \ \ 2� `Z _ eb + x 24.}p24.2s 1 ; �5 �0 I `L. °o B - 94 .!4• 223.402 3.46 xy5.,,n •�� .. 4.40 \ \ \ \57 M1h - •,.�. \ LTU .28 22.67 NK2 .:, x23.33.72 \ �j M1y.M122.98 3.50 22.48x # x 497 23.40 \ 23.5 23.57 \-• �: /nor_ 22°84 23.49 X\ - \ �u'" \'•...:.:\ •• DESCRIPTION REVISIONS LERIACCrff .°F LAND CLEARING & EROSION CONTROL PLAN MASTELLERMO, DRH/JMB AST" p D DRHMMB q CONSUL TINC ENCINEE125 PRH/JMB M CERTIFICATE OF AUTHORIZATION #4204 ` ORIAPP 1655 27th STREET - SUITE 2, VERO BEACH, FLORIDA 32960 CITY OF SEBASTIAN great idea (772) 567-5300 / FAX (772) 794-1106 FLORIDA Title to all documents which bear the copyright of Masteller & Moler, Inc. is vested solely in Mosteller & Moler, Inc. These documents ore provided to the owner solely in connection with this project. Any other use or reuse of these documents or any reproduction, display, sale or other disposition of these documents by anyone is expressly prohibited without consent of Masteller & Moler, 'Inc. pursuant to the Federal Copyright 01/2Q/2010 Law. ' ©2010; MASTELLER & MOLER, INC. 5TEFHEN E. MOLER, F.E. FL #33Icf3 0850-base.&q f DRAWN YID DE54CNE0 5EM CHECKED 5EM DATE 7/15/200q SCAte 10=40" SHEET 5 OF 7 PROJECT NO.: 0850 - II II II II I II 11 II II II I! ISI III III III III III I L ! SASr�w Hr *LANDS ! I ! SEBAS�AN HIGHLANDS I I I I 1 I `�f90 i I III ! I I I I I I I I I I I ! I ! II !! II II II II o �' S'I�-f0' EASMUT 4 I I 5 I I 6 I I 7 I 8 9 11 I I 12 14 15 0 2 3 5 III `�' I I III ! I I ! I III III III I 151r� t`'7" Q I I I I I I CONSTRUCT SILT I I I( I I I ISURFAGE HATER I, I I, I I I I I I I ! I! 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IN DRH/JMB r: DRH/JMB CONSULTING ENCINEERS ORH/JMB �M CERTIFICATE OF AUTHORIZATION #4204 VESCRIPTION 012/APP 1655 27th STREET — SUITE 2, VERO BEACH, FLORIDA 32960 REVISIONS (772) 567-5300 / FAX (772) 794-1106 POWERLINE ROAD Title to all documents which bear the copyright of Mastelier & Moler, Inc. Is vested solely in Inc. The ler Crff OF LAND CLEARING & EROSION CONTROL PLAN docume tsMoreel provded tor�the owner solely in TI,I connection vrth this project. Any other use S �w 'YI or reuse of these documents or any reproduction, display, sole or other disposition L.� tJLJ LJ 11LL77 LJULu� LLJJLLlI LrJ of these documents by anyone is expressly prohibited without consent of Mastelier & 10 Moler, Inc. pursuant to the Federal Copyriqht 0112CV2010 Agreatdea. CITY OF SEBASTIAN Low. FLORIDA ©2010, MASTELLER & MOLER, INC. G -I EPHEN E. MOLER, P.E. 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DATE i DESCRIPTION DR/APP 1655 27th STREET - SUITE 2, VE120 BEACH, FLORIDA 32960 REVISIONS (772) 567-5300 / FAX (772) 794-1106 0650-bose.dvq True to all documents which bear the DRAWN Dmf copyright of Hosteller & Moler, Inc. is vested ANDCLEARING & EROSION CONTROL PLAN solely n Mas & Moler, Inc. These DEs,crr sFr� documents aree pprrovided to the owner solely n connection vrth this project. Any other use reuse o{ these documents or any ' VATECHECKED re ear,( O \<Jr�►r�/ Iu,.,uS luALI{ 'u,:,u` ©t/r��\! D reproduction, display, sale or other drsposrtbn DATE of these documents by anyone is expressly 7/15/200q prohibited without consent or Mosteller & SCALE 10=40` CITY OF SEBASTIAN Lo�er, Inc. pursuant to the Federal copyrrght OI/2q/2010 SHEET % OF % FLOR iDA ©2010, MASTELLER & MOLE -R, INC. STEPHEN E. MOLER, F.E. FL #33 I cf3 PROJECT No.: 0550 J EX. UTILITY POLE ALIGNMENT EX. UTILITY POLE ALIGNMENT R W ROW (ACTUAL LOCATION VARIES) I SEE NOTE 5 -\ SEE NOTE 4 � . _ LIMITS OF CONSTRUC(ACTUAL LOCATION VARIES) TION , STANDARD CLEARING 4 6RUBBIN5I I SOD ALL DISTURBED ARE1.S i i 70.5' 29.50' (SEE NOTE BELO4 - TYPE F CURB I - MODIFIED TYPE F CUTTER (TMP) PAVEMENT PAVEMENT AREA I SPILL CURB (TYP) CONSTRUCT ALUMINUM 23.0' 12.0' 12.0' 6.0' PIPE 6UIDERAIL PER. BIKE PATH SOUTH BOUND , NORTH BOUND SIDEWALK FDOT INDEX #070 1 MATCH NATURAL &ROUND (SEE 1.50% (MAX)MATCH DITCH LININ& DETAIL SHEET GD I) 1.509 MAX) yr ) 29 I �� l \/ \ GROUND NATURAL \/\ VARIES �\ //xj//% / /// ///\\ �//\/ ----------------- \ /\\ 6\/ \ / 5 //\// i/�i\/\\\/\ \ \/\/ � \ ( EXISTING DITCH / / 5 ` 6 \//\\ \\ /�\ r�\/�\/�\� \/ / /\\ \\\/ \ \\\ \\\/\\� \\\/�\\/�\\/ \\/\\j\\/\\\/\\\ NOTE. FROM STA: 32+00 TO STA: 34+28.64 THE \ / CONSTRUCTION BASELINE TRANSITION FROM 29.5 \ / 4 TO 23.45' FROM THE RIGHT OF WAY TO MATCH / 15.0' \ / OVER- EXCAVATE I REMOVE p O W E R L I N E ROAD OF WITH THE EXISTING ROAD WAY. / HARDPAN LAYER- BACKFILL W/ GLEAN NATIVE SOIL (SEE NOTE 2) STA 21+50 TO STA 34+29 12" STABILIZED SUBGRADE DESIGN SPEED: 35 M.P.H. TO BE 6" BEHIND CURB POSTED SPEED 35 M.P.H. SCALE: HORZ. 1„ = 6 SEE DETAIL VERT. 1 "=3' TEMPORARY CONST. EASEMENT CONSTRUCTION EX. UTILITY POLE ALIGNMENT BASELINE EX. UTILITY POLE ALIGNMENT ROW (ACTUAL LOGATI N VARIES) (ACTUAL LOCATION VARIES) R O W SEE NOTE 5 �- SEE NOTE 4 -LIMITS OF CONSTRUCTION SEE STANDARD GLEARIN& d 6RUBBIN6I SOD ALL DISTURBED ARE/3 TYPE F CURB 8 I 2 ° _ rMODIFIED TYPE F &UTTER (TYP) I PAVEMENT AREA I SPILL CURB (TMP.) 8.0' 23.0' 12.0' I 12.C' 10.5' 5.0'-1 BIKE PATH SOUTH BOUND , NORTH BOUND SIDEWALK CONSTRUCT ALUMINUM I PIPE 6UIDERAIL PER. FOOT INDEX #870-2.0' 6.0 i `'= - - - - - - - - - - 1.509 (MAX) MATCH MATCH NATUR, AL GROUND (SEE \ -.A--.A-\ DITCH LINING DETAIL SHEET GD I) \^ 1.5(MAX) �r .^ wV"A 2%-1 ' \ \\ \ X 11 ` \/ GROUND NATURAL \ VARIES // - \ ! / / 5 6 �\ \ EXISTING DITCH / / / \\//\�\\\�\\/ / 15 - POWERLINE ROAD \ / OVER- EXCAVATE REMOVE / HARDPAN LAYER- BACKFILL J^V GLEAN NATIVE SOIL (SEE NOTE 2) STA 6+04.04 TO STA 21+50 DESIGN SPEED: 35 M.P.H. POSTED SPEED 35 . M. P. H. 12" STABILIZED SUBGRADE SCALE. HORZ. 1"=6' TO BE 6" BEHIND CURB VERT. 1 "=3' POWERLINE ROAD STA 1+36 TO STA 6+04.04 DESIGN SPEED: 35 M.P.H. POSTED SPEED 35 M.P.H. SCALE: HORZ 1"=6' VERT. 1"=J' 3 01129/IO g055 PL.AN5 Dom'+/JM3 2. 10/16/09 6055 PL.AN5 V"/JMB I. 8/27/09 30% PLANS DRH/JMB 140. DATE DESCRIPTION 02/APP REVISIONS TEMPORARY CONST. EASEMENT SEE DETAIL CONSTRUCTION BASELINE i I i LIMITS OF CONSTRUCTION STANDARD GLEARINB t GRUBBING SOD ALL DISTURBED AREAS VARIE:, PROPOSED ROW 20.0' - I MODIFIED TYPE F36.0' TYPE F CURB d SPILL CURB (TYPO PAVEMENT AREA �� (TYP•) 12.0' 12.0' 12.0' 10 - - �.O'---- SOUTH BOUND I SOUTH BOUND NORTH BOUND SIDEWALK --6.0' I LEFT TURN LANE I i ,q I `�-------------I- MATCH NATURAL \. i 19 GROUND -29° �, .r . \r 1.5090 (MAX) 290 \� \\� \\\ , < -.. \ GROUNDNA'vRP`L B&RADE \\/\/\//\ 12" STABILIZED SU5 TO BE 6" BEHIND CURB \\ �\\\\6 \\/\\/\\ \\/\\/\\/\\/\/\\/ / \/ \/ \/ \� \\/\� SEE DETAIL 4 .. M1"VIASTELLER & MOLER CONSULTING ENGINEERS MCERTIFICATE OF AUTHORIZATION #4204 IWC. 1655 27th STREET - SUITE 2, VERO BEACH, FLORIDA 32960 (772) 567-5300 / FAX (772) 794-1106 . PAVEMENT. SECTION 01 2 -INCH ASPHALT COURSE: (2) 1" TYPE SP -9.5 LIFTS -OR- (1) 2" TYPE SP -12.5 LIFT Q 8 -INCH BASE COURSE: THE BASE COURSE SHALL BE EIGHT INCHES OF CEMENTED COQUINA ROCK (LBR 100) OR LIMEROCK AND COMPACTED TO 98 PERCENT OF ITS MODIFIED DRY PROCTOR VALUE (AASHTO T-180). Q3 12 -INCH STABILIZED SUBGRADE: SUITABLE CLAMED SOIL HAVING A LIMEROCK BEARING RATIO (LBR) OF 40 OR FBV OF 75 PSI SHOULD BE USED FOR THE STABILIZED SUBGRADE AND COMPACTED TO 98 PERCENT OF ITS MODIFIED DRY PROCTOR VALUE (AASHTO T-180). ® ADDITIONAL FILL SHALL CONSIST OF CLEAN GRANULAR SAND CONTAINING LESS THAN 10% MATERIAL PASSING THE U.S. STANDARD NO. 200 MESH SIEVE AND PLACED IN' LOOSE LAYERS OF 12 INCHES AND COMPACTED TO NO LESS THAN 95 PERCENT OF ITS MODIFIED DRY PROCTOR VALUE (AASHTO T-180). CONCRETE SIDEWALK ❑5 CONCRETESIDEWALK 4" THICK, 3,000 PSI FIBER -REINFORCED CONCRETE -OR- 6" THICK, 3,000 PSI FIBER -REINFORCED CONCRETE WHERE NOTED. © STABILIZED SUBGRADE - 6" THICK, EXTENDING 6" BEYOND THE SIDEWALK ON EACH SIDE. COMPACTION SHALL BE NO LESS THAN 95 PERCENT .OF ITS MODIFIED DRY PROCTOR VALUE (AASHTO T-180). TYPICAL SECTION NOTES: 1. CLEAR THE CONSTRUCTION AREA OF ANY SURFACE DEBRIS, INCLUDING VEGETATION, ROOTS AND ORGANIC MATTER. STUMPS SHALL BE REMOVED ENTIRELY. THE CLEARED AREAS SHOULD BE GRADED LEVEL AND PROOF -ROLLED. ANY SOFT YIELDING AREAS SHALL BE EXCAVATED AND REPLACED WITH CLEAN COMPACTED FILL. SUFFICIENT PASSES SHOULD BE MADE DURING COMPACTION OPERATIONS TO PRODUCE A DENSITY NO LESS THAN 95 PERCENT OF ITS MODIFIED DRY PROCTOR VALUE (AASHTO T-180) TO A DEPTH OF TWO FEET. 2. FILL UNDER RETENTION SWALES AREAS BE CLEAN PERMEABLE SOIL, MINIMUM PERMEABILITY OF 22.0 FT/DAY. (CONTRACTOR TO PROVIDE GEOTECHNICAL TESTING RESULTS DEMONSTRATING PROPOSED FILL MEETS PERMEABLE REQUIREMENTS.) DO NOT COMPACT. 3. SOD TO BE PLACED PER FDOT INDEX 281 4. UTILITY POLES: CONTRACTOR SHALL NOT REMOVE FILL FROM BASE OF EXISTING OHE UTILITY POLES. 5. PAVEMENT CORES: CONTRACTOR SHALL PROVIDE FULL PAVEMENT StC I i0iv CORES BY LICENSED GEOTECHNICAL CONSULTANT. A MINIMUM OF 8 CORES SHALL BE .PERFORMED AT LOCATIONS DETERMINED BY THE E.O.R. 2 -INCH ASPHALT-,,,, COURSE I/4" CURB STABILIZED SUBGRADE - CURB /EDGE OF PAVEMENT DETAIL (N. T. S.) 0850-base.dvq Title to all documents which bear the DRAWN ORH ROADWAY SECTION solely in o Hosteller & r, ler,Inc. Inc. is vested TYPICALsolely n Masteller & Moler, Inc. These DesicNeD sl=r� documents are provided to the owner solely in P@MRKMaN [2&%P CITY OF SEBASTIAN connection with this project. Any other use cr+�cKeD e�Ej..j or reuse of these documents or any reproduction, display, sole or other disposition OATS 7/15/200q or these documents by anyone is expressly prohibited without consent or Masteller & SCALE NOTED Noler, Inc. pursuant to the Federal Copyright 0112g12010 Law, 51+EET TI of T2 FLORIDA ©2010, MASTELLER & MOLER, INC. STEPHEN E. MOLER, P.E. FL #331c[3 PROJECT NO.: OP35O ROW MATCH NATURAL GROUND 23.0' CONSTRUCTION BASELINE iLIMITS OF CONSTRUCTION STANDARD CLEARING 8 GRUBBING ISOD ALL DISTURBED AREA 7 24.0' PAVEMENT AREA 12.0' I 12.0' WEST ROUNI) FA<cT P0111\1r) 23.0' ORANGE AVENUE CONSTRUCT ALUMINUM PIPE GUIDFRAIL PER. FDOT INDEX #870 -----8.0' BIKE PATH MATCH NATURAL GROUND (5EE DITCH LINING DETAIL SHEET CDU 1.509; (MAX) 4.0 \ \ \ EXISTING DITCH DESIGN SPEED: 35 M.P.H. POSTED SPEED 35 M.P.H. SCALE: HORZ. 1"=6' VER T. 1 "= 3' TEMPORARY CONST. EASEMENT I MATCH NA GROUND I ROW 0850-6a9e.dvq Title to all documents vhich bear the copyright of Masteller & Moler, Inc. is vested DRAWN{ 01 2—INCH ASPHALT COURSE: documents are provided to the ovner solely in DEsi�NED (2) 1" TYPE SP -9.5 LIFTS connection vith this project. Any other use CHECKED c.�1=M —OR— reproduction, display, sale or other disposition (1) 2" TYPE SP -12.5 LIFT - 2Q 8—INCH BASE COURSE: THE BASE COURSE SHALL BE EIGHT INCHES OF prohibited wthout consent or Nosteller & CEMENTED COQUINA ROCK (LBR 100) OR LIMEROCK AND COMPACTED TO 98 NOTED ! Moler, Inc, pursuant to the Federal Copyright 0112x12010 PERCENT OF ITS MODIFIED DRY PROCTOR VALUE (AASHTO T-180). MATCH NATURAL cRouND SHEET Q3 12—INCH STABILIZED SUBGRADE: SUITABLE CLAYED SOIL HAVING A LIMEROCK _ — — — — — _ — _ I BEARING RATIO (LBR) OF 40 OR FBV OF 75 PSI SHOULD BE USED FOR THE STABILIZED SUBGRADE AND COMPACTED TO 98 PERCENT OF ITS MODIFIED DRY PROCTOR VALUE (AASHTO T-180). A ® ADDITIONAL FILL SHALL CONSIST OF CLEAN GRANULAR SAND CONTAINING LESS THAN 10% MATERIAL PASSING THE U.S. STANDARD NO. 200 MESH SIEVE AND PLACED IN LOOSE LAYERS OF 12 INCHES AND COMPACTED TO NO LESS THAN 95 PERCENT OF ITS MODIFIED DRY PROCTOR VALUE (AASHTO T-180). CONCRETE SIDEWALK: ❑5 CONCRETE SIDEWALK — 4" THICK, 3,000 PSI FIBER—REINFORCED CONCRETE- ONCRETE- -OR- -OR-6" 6"THICK, 3,000 PSI FIBER—REINFORCED CONCRETE WHERE NOTED. © STABILIZED SUBGRADE — 6" THICK, EXTENDING 6" BEYOND THE SIDEWALK ON VARIES - 3.0' �.o' EACH SIDE. COMPACTION SHALL BE NO LESS THAN 95 PERCENT OF ITS MODIFIED DRY PROCTOR VALUE (AASHTO T-180). OVER— EXCAVATE d REMOVE 4.0 HARDPAN LAYER— BACKFILL W/ CLEAN NATIVE SOIL 2.0 2.0 TILL SEED AND MULCH RETENTION BOTTOM (BANKS TO BE SODDED) VARILS - OVER— EXCAVATE $ REMOVE HARDPAN LAYER— BACKFILL W/ GLEAN NATIVE 501L (5EE NOTE 2) RETENTION POND 20.0' M MASTELLER & MOLER, INC. 3 01/24/10 90% PLANS DRH/JMB 2. 10/16/0q 6096 PLANS D"/JMB CONSULTINO ENCINEER3 I. 8/2-710q 3055 PLANS GRH/_H0 M CERTIFICATE OF AUTHORIZATION #4204 NO. DATE DESCRIPTION VRIAPP 1655 27th STREET — SUITE 2, VERO BEACH, FLORIDA 327-60 REVISIONS (772) 567-5300 / FAX (772) 7q4-1106 SCALE: HORZ. 1"=6' VERT. 1 "=3' ROW :,OD ALL DISTURBED AREAS BIKE PATH 1.507- (MAX) e \� 5 6 IKEPATH DETAIL SCALE: HORZ. 1"=6' VERT. 1"=J' MATCH EXISTING RENENTION AREA GROUND MATCH NATURAL GROUND TYPICAL ROADWAY SECTIO 1P@yqnM1n\119 n@&P CITY OF SEBASTIAN TYPICAL SECTION NOTES: 1. CLEAR THE CONSTRUCTION AREA OF ANY SURFACE DEBRIS, INCLUDING VEGETATION, ROOTS AND ORGANIC MATTER. STUMPS SHALL BE REMOVED ENTIRELY. THE CLEARED AREAS SHOULD BE GRADED LEVEL AND PRvv,=;,OLLcJ. ANY SOFT YIELDING AREAS SHALL BE EXCAVATED AND REPLACED WITH CLEAN COMPACTED FILL. SUFFICIENT PASSES SHOULD BE MADE DURING COMPACTION OPERATIONS TO PRODUCE A DENSITY NO LESS THAN 95 PERCENT OF ITS MODIFIED DRY PROCTOR VALUE (AASHTO T-180) TO A DEPTH OF TWO FEET. 2. FILL UNDER RETENTION SWALES AREAS BE CLEAN PERMEABLE SOIL, MINIMUM PERMEABILITY OF 22.0 FT/DAY. (CONTRACTOR TO PROVIDE GEOTECHNICAL TESTING RESULTS DEMONSTRATING PROPOSED FILL MEETS PERMEABLE REQUIREMENTS.) DO NOT COMPACT. 3. SOD TO BE PLACED PER FDOT INDEX 281 4. UTILITY POLES: CONTRACTOR SHALL NOT REMOVE FILL FROM BASE OF EXISTING OHE UTILITY POLES. 5. PAVEMENT CORES: CONTRACTOR SHALL PROVIDE FULL PAVEMENT SECTION CORES BY LICENSED GEOTECHNICAL CONSULTANT. A MINIMUM OF 8 CORES SHALL BE PERFORMED AT LOCATIONS DETERMINED BY THE E.O.R. 0850-6a9e.dvq Title to all documents vhich bear the copyright of Masteller & Moler, Inc. is vested DRAWN{ solely in Mosteller & Moler, Inc. These documents are provided to the ovner solely in DEsi�NED 5 connection vith this project. Any other use CHECKED c.�1=M or reuse or these documents or any reproduction, display, sale or other disposition DArE % 15 2007- of these documents by anyone is expressly prohibited wthout consent or Nosteller & scALe NOTED ! Moler, Inc, pursuant to the Federal Copyright 0112x12010 Lov. SHEET T2 of T2 FLORIDA ©2010, MASTELLER & MOI -ER, INC. STEPHEN E. MOLER, P.E. FL #33 Q3 PROJECT NO.: OBSO J . \ \ \ �/ / N -- -- Xz Q C) Ire \ \ zzx GRAPHIC SCALE N d/ O O / \ 20 0 10 20 40 80 \ / J 71 •" r / C)z I / I \ I { IN FEET) \ \ 0 \ / 1 inch = 20 ft \ \/ 0 / N 51-55-46" W \ \ \ 0+00 I 1+0 �> I PROPOSED E.P. /�� 0. �` \ N 51-3514f," W 163.113' 2+00 CONSTRUCTION BASELINE LINE d P6L� I I �� R=500.00 sILO0 \ — + I N 51655'4450 W 4.5/. \ I o 2 I 155' gyp; Q:) \ i PROPOSED E.P. X2371'19' , \ / L=189.14 \ R=464.00 01 00 / / 1 I fiO �( PROPOSED RIGHT OF WAY ��Ld=22 5747' / R=446.50 � I -. I I I `-2a° Nil � I i i I I POWERLINE ROAD °'lY4Y STA 0+00.00 to STA 4+00.00 � I I i Ili III III II III , III I 2 i I ( I I I I( 15 I I I 16 I I I I 1 i - 12 143 14 it 60 WIN 1 LJWE bim=i i i I I I I ----� I --- --- — –� I �— --- ---I I L– -1 I L-- I EXI5TIN6 R16HT OF WAY I I I EXISTING R16HT OF WAY — N 004'38"E x60.15' j N O 438 a 1260.00 FOUND IRON ROD FOUND IRON RO NO INDENTIFICATION _I AND GAP 6431 �- I Z 050 EAST •1 MAGNETIC OSO EAST tt I$ Q Z Z GRAPHIC SCALEI 20 0 10 20 40 80 M rpm NIg SURVEY BASELINE IN FE ET) SURVEY BASELINE STA: 106+00 STA: 111+00 5TA IRON ROD 4 1 inch = 20 ft. I SET IRON ROD t '0♦ �.,, GAP LB 4644 PROPOSED E.P. I N 126173L1CAP LB 32244 . U Z N 126123LI32q E 824847.0208 Q E8248463464 06+00 107+00 � � 00 N 0°438" E 1511.07' 1nn� nn ? �n�nC N O°438" E 1511.01' I _ SURVEY BASELINE SUR1/tY BASELINE — _ N O°438" E 231354' LIL N O°4'38" E 231354' 11 _ — _ — _ _ — — — 19L — — — — — — — — I — — — — I — — — — I 6+00 — — — I — — — — I 7+0C — — — I N O°4'38" E 231354' — I 13+00 — I — I a+00 I 10-+ PCTL 7 '� —� I r I —} I I I C! NSTRucZB�' isL4a 10' N PROPOSED E.P.E P. CONSTRUCTION BASELINE 6L Z X5140 24 ` Z � L=450.93 _— � N O°438" 1= 1548.10' I I R=500.00 +00 ,1 LIME STREET CENTERLINE Z , N O°438" E 101.07' + a\ G STA: 8+2728 N O°438" E 41553' Q ��. LU t ,U < <� O. W O �S'��1Ss�Rs PROPOSED P: I 'Q sR� �j PROPOSID E.P. Z sons R' z c,dlia °o 7 PFjL — 0�0 — — N O°4'38" E 83355' — — — — — — — — — �cb���� v EXI5TIN6 R16HT OF WAY N 0°438" E w�' EXISTING R16HT OF WAY ��i', 60.00' a k 0 G p° PROPOSED E d=26 °34'11 " yl° 11 L=17424 A� 00 R=375.'-W5345"'� R-�- N 8a 6.03" W N W No��'1= J Z Nil 000, PROPOSED RIGHT OF WAY7 z V / d=28 1 q ✓ R=35823 v' POW E R LI N E ROAD Q °STA 4+00.00 to STA 10+00.00 "` 0850—base.dvq Title to all documents which bear the DRAWN VRH MMY HORIZONTAL GEOMETRY copyright o Hosteller & r, Inc.r, Inc. a vested A S T E L L E R I O L E R, I C.TIMSolely h Hosteller id Moler, IThese DESIGNED 5 ., 3 OI/2ef/10 QOM PLANS DRH/JMB documents ore provded to the owner solely n connection with this protect. Any other use CHECKED D nnr7�j� D re reuse of these documents or any 2. 10/16/OG 60% PLANS DRH/JMB CONSULTING ENGINEE(�S T� %f ; �� • j�o \tJAIJ/ ILJ,�LL<'LLJ IUA`V'IL�_l 11JL1'{lO[/rti�\j D reproduction, display, sale or other disposition DATE 7/15/200�i or these documents by anyone is expressly 1. 8/2-7/011 30% PLANS SRH/JMB -M CERTIFICATE OF AUTHORIZATION #4204 prohibited without consent or Mosteller & SCALE 1''=20' Moler, Inc. pursuant to the Federal Copyright 0112'V2010 NO. GATE DESCRIPTION OR/APP 1655 27th STREET — SUITE 2, VERO BEACH, FLORIDA 321160 great idea, CITY OF S Law. SHEET HI � H3 (772) 567-5300 / FAX (772) 7q4-1106 MASTELL — FLORIDA ©2010, ER & MOLE -12, INC. 2EVISIONS STEFHEi`t E. MOLER, F.E. FL # 3 3I -d O PROJECT NO.: 0850 v _ III s III 4 III s III IiI7 I'II II III 6 8 9 10 II 1►1 II III. 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EP 4=g0°O'0' - A=90°0'0" PROPOSED FP.1 \ J L=2356 L=2356 — — — — — — — — — — —— — — — — — — R=15.00 — — — — — — — — — — — — — — — — — — — — — — — 1-XISTING R16HT OF WAY N O°43&" E R=15.00 N O°43&" E 125gB1' PRO' EP EXISTING RIGHT OF WAY PRO. EP 20.00' N 8q°5522. W 2°5522" W � 250, MAGNETIC GRAPHIC SCALE 20 0 10 20 40 80 POWERLINE ROAD STA 10+00.00 to STA 16-1-50.00 � ( IN FEET ) 1 inch = 20 ft. I I I 10 II „ II 12 III 13 I►I 14 IIi 15 to �1 Z Q! ON 0 i iII III II I I I I � I - — — - — — — — — - — — — -1 L O_ — — — — — — — — — I — — EXISTING RIGHT OF WAY EXISTING R16HT OF W,4Y — — — — EXISTING R16HT OF W:4Y 1 i\\ N O043&" E 1260.00' — — — — — — — — hE O°4'38" E 1260.00' N 0°4'14" E 126&.03' Q Z I \ ff Z O zl A T H L1�1/E p ° VI (S S EET OA 1 V FOR CO T/NUA TION)cc PRO. EP I O O O SWV Y BASELINE A=8ci°✓8'11"v 1 LL STA: 121+00 I L=3926 18 ' SET IRON ROD d $PRO. EP R=25.00 SURVEY BASELINE 1,. GAP LB 4644 O d=g0°I'43' N P.I. STA: 123+1354 PROPOSED 1=P W PROPOSED EP N 1262731.1315 pl L=3928 + SET IRON ROD E 824048.3696 I R=25.00 — O GAP LB 4644 O lin nn � n nn N O°43&" E 1511.0'1' O N 12 484& 6696 L (� ; nn 123+00. I E 824846.6576 1 ?A L no N 004144" E IOII.oS' _ _ SURVEY BASELINE _ _ �(13.54 L—Q _ _ SURI/EY BASELINE — — — — I 1-1+00 — — I N O°43&" E 231354' — — 1 18+00 — — — I — — — — I 19+00 — — — — — — — I 20+00 — — I N O°4'3&" E 231354' — I 21+00 — — 1 + — — I I 22+00 N 004744"1 5535.02'' — — — — I — 23 '�^ W I I LQ GONSTRUGTION BASO J" t PGLH N O°4'3&" E 154&.10' I — O I N 0°444" E 1047.&6' CONSTRUCTION BASELINE a PGL rr^^ STATION EQUATION I W v, POWERLINE ROAD STA: 21+52.13 I O 111 N 0043&" E '14q.15' EQUA -5 OFAN15E AVEUNE STA: 2+2050 PRO EPN 004'44' E 1045.45' L=31.42 \ PROPOSED E.P. PRO. EP R=20.0rP�RO. 111 J 4=90°0'0" I PROPOSED FP — — — — — — — — - — — — — — — — — — — — L=31.42 \ N 00438" E 125q 81' R=20.00 I J V EXISTING R16HT OF WAY — — — — — — — — — — — — — — N 0°4'38O°4'44" E 35.00' N O°4'44" E 126&.05' — — EXISTING R16HT OF WAY V PRO. EP " N 0°4'36" E °STA: 123+1352 N 8q 5522 W 20.00 6405522h W 't.86' 1.86' I OPP-ESE I': 35.00 R FOUNO 4"11 POW E R LI N E ROADCOC ►NCCRETRETE F�AT,ON i MOMIMENT STA 164-50.00 t o STA 23+00.00 SECTION CORDER N 1262944.6071 E 824883.6575 0850—base.dvq Title to all documents vhich bear the PRAWN 17R{ MASTELLER & R CLER, INC. HORIZONTAL GEOMETRY 30elywin Mstellrel&rMoler, Inc. iThese vested OESI CTI'Y OF � documents are provided to the orner sole) n 51"1 3 01/29/10 90% PLANS DRH/JMB SE 2. 10/16/09 bOSiS PLANS DRH/JMB D D MD connection rich this project. Any other use CHECKED SENt CONISULTINO ENCINEERS `or reuse of these documents or any ` O reproduction, display, sale or other disposition PATE I. 8/2-7/09 30� PLANS DRH/JMBM 0 Lril D y y CERTIFICATE OF AUTHORIZATION #4204 of these documents b anyone is expressly7 15 2009 _ prohibited vrchout consent of Masteller P � 01�2q�2010 SCALE 1'=20" NO. DATE DESCRIPTION OR/APP 1655 27th STREET — SUITE 2, VERO BEACH, FLORIDA 32960 CITY OF SEBASTIAN Moler, Inc. pursuant to the Federal Copyright A great idea. Lar. SHEET H2 OF H3 REVisiON3 (772) 567-5300 / FAX (772) 794-1106 - FLO1210A ©2010, MASTELLER & MOI INC. 5TEP1 i�l `l H }�� I�E. MOLE, F.E.. FL #33 I -Q O PROJECT NO.: 0550 2 1 3 1 I 4 I I 5 I s I I 7 1 I 8 I I 9 I ► I I I I 1, N 004'14" E 1268.03' -� .— N 0°4'14" E 1268.03' EXI5TING R16HT OF WAY EXISTING R16HT OF WAY iZ Z Z Z O O V V c 0 ,URVFY BASELINE O STA: 127+00 5ET IRON ROD PROPOSED F.P. d CAP LB 4644 1'ROPOSLID E.P. N N 1263331.1292 y E 824849.1889 ��nn �5�n0 �''7-, Cn ?inn N 0°444" E 1011.05' '0� nr► 13n1 nC ?31 Lr�n O L �v .. J � SURVEY BASELINE _ _ _ _ _ _ N O"4'44" E 3333. 2' _ SURI/FY BA51=Ltt� _ _ _ _ _ _ _ — W 0 — — I — — N 0°4'44" E-35-3-3.0.2' 1 24+00 25+00 - — — — - I — 26+00 — — I — — 27+00 — — I — — — — I 28+00 2q+00 1 N 0°444" E 1047.86' N O°4'44" E 104? 8b' I I CONSTRUCTION BASELINE d PGL I I I CONSTRUCTION BASELINE d PGL I I I I C I I N 0°4'44" E 104'7.56' W W 'W^ t , , N O°4'44" E 1048.45' `.i , PROPOSID F P. PROPOSID E P. W 1W N 0°444" E 1268.05' EXISTING R16HT OF WAY N 004'44' E 1268.05' J EXISTING RIGFfT OF WAY — — — — — — — — — — — — — — — — — — — — — — — — — — — — — V I I I � 1 1 '� 19 1 20 1 21 1 22 1 23 1 24 1 25 1 26 1 27 18 I i I I ► I 1 1 POWERLINE ROAD STA 23-1-00.00 to STA 29-1-50.00 III III III III iII �$_ �_ II b 'I 111 .III 111 111 111 � 10 I ( ( I 12 I I 13 I I 14 I 1 15 1 1 o — — — N 0°4'14" E 1268.03' — — — — — — — — — — — — — I — — — — — — — — — — — — — — — N 0°4'14" E 1268.03' N 004'14"E 628.QI' Q EXISTING R16F1T OF WAY EXISTING R16HT OF WAY EYISTIhk1r7 RIEH!AT OF !^Y ZZ I ^ I MAGNETIC 1 Z GRAPHIC SCALE O 20 0 10 20 40 80 . .�.� - Q Iz %' I 1z: SURVEY BASELINE O STA, 137+00 Q 5UR1/1=Y BASELINE ( IN FEETSET NAIL d ) $ �C STA: 132+00 1 inch = 20 ft. 1 DISK 1 i U SET 1132 ROD LN 1 4644 - d CAP LB 4644 ��m F P N 1264331.1283 E 8248505638 N 1263831.1267 O E 824849.8763 PROPD.�ED E.P. m '32 -inn X33 +nn s 134+00 N 1°3544"E 2278' 135+00 136+00 (g �$ 13ZO Q 1— — SURVEf SEIINE — — — 1— — — — I— — — — 1-52-+00 — — I— — — — I——N04BAS333. 2' I— — — — I— — — — T- Y __— -- 1i, 30+00 N O 444 E 3333.02 31 +00 ,�! N 0°4'44" E 104-186' 33+00 'W'^^ I CONSTRUCTION BASELINE d P6L I I I I Tl 1°35'44° E 22864' I CONSTRI�IGT/ON BASELINEd P6 34+00 35+00 { I I N O°4'44" E 20 II.95' W s N 1 °35'44" E 22731' PROPOSEDE.P.'—�� -- — ---------- PROPOSED EP. N 0°4'44" E 1268.05' — — — — — — — — — — — N O°4'44" E 1268.05_x\ N O°4'44" = 60.00_ / N O°4'44" E 628.85' — — U — — — — — —r ex►sT11 RT6Ffr c rv,,Y — EXISTING RIGHT OF WAY � Q Al i) jl 1 28 1 29 1 30 1 31 1 32 1 33 1 34 I 35 1 36 1 1 1 I POWERLINE ROAD STA 29+50.00 to END 3 0I/2q/10 qO% PLANS 2. 10/16/0q 60% PLANS I. 8/27/0q 30% PLANS N0. DATE DESCRIPTION (REVISIONS Di�H/JMB DRH/JMB DRH/JMB DR/APP _ M IWASTELLER & MIOLER, INC. CONSULTING ENCINEEP3 CERTIFICATE OF AUTHORIZATION #4204 1655 27th STREET - SUITE 2, VE20 BEACH, FI -0210A 32960 (772) 567-5300 / FAX (772) 794-1106 0850—base.dvq Title to all documents which bear the DRAWN DRH HORIZONTAL GEOMETRY oi t Hosteller & Moler, Inc. vested solely n Masteller & Moler, Inc. These DESIGNED )EM in documents are provided to the owner solely n connection with this project. Any other use CHECKED eJ 0nn!7 �"j a(��j n@&P re reuse o{ these documents or any//L� \`VJ�IYJJ 111L1jj^^^11jj1ILL7 IL.I^VI reproduction, display, sale or other disposition PATE '� 15 200�j of these documents by anyone is expressly prohibited without consent of Mosteller & SCALE 1"-20' Law. Inc. pursuant to the Federal Copyrght , , OI i2ai2O1O CITY OF SEBASTIAN a SNEET 143 OF H3 FLORIDA ©2010, MASTELLER & NOLER, INC. 5TEPHEN E. MOLER, F.E. FL #331c[3 PROJECT NO.: 0550 '. .'.. -. ..; .�,w� ..._�;.._, ,.: ..:-.:-.�. �_-. ._.---„ ..,.. _» .•'a:.:.:v: ueG:�:.r^eid-:."moi:: N,\ 4.6 7 \ Ivco�� INA \ ���X 23.46 \ \ X 22.38 \ O X 22.12 \ \ \ 22.61 \ 22.82 / W \� : � / N, \; \:\ \ \ -22.76 / \\' �X�2.89 M MASTELLER & MOLER, INC. 3 0I/214/10 qO% PLANS DRH/JMB 2. 10/16/0(3 60% PLANS DRH/JMB CONSULTING ENCINEE23 I. 8/2-7/0q W% PLAN5 ORH/JMB M- CERTIFICATE OF AUTHORIZATION #4204 NO. DATE DESCRIPTION 012/APP 1655 27th STREET - SUITE 2, VERO BEACH, FLORIDA 32,160 ZEVI31ONS (772) 567-5300 / FAX (772) 794-1106 FLORIDA Title to all documents which bear the copyright of Mosteller & Moler, Inc. is vested solely in Mosteller & Moler, Inc. These documents ore provided to the owner solely in connection with this project. Any other use or reuse of these documents or any reproduction, display, sale or other, disposition or these documents by anyone is expressly prohibited without consent or Masteller & Moler, Inc. pursuant to the Federal Copyright Low. @2010, MASTELLER & MOLER, INC. ov2ai2oio STEPHEN E. MOLER, P.E. FL #331c[3 v 0850—base.dvq DRAWN L?" ■ DESIGNED C5. EM CHECKED C5. EM VATE 7/15/200(3 SCALE 10=20' SHEET PI OF P7 PROJECT NO.: 04350 v 3 01/29/10 qO% PLAN5 2. 10/16/09 W% PLAN5 I. 8/2?/09 30% PLAN5 NO. DATE N ,. ,/ 1 I i I 1 I I o I I.::' 1EXISTIN6 -SIDEWALK TO� I ,,,, REMAIN— X 14 1.86 . �6 ��Icp6, ++ I5Aw GUT AND REMOVE X X 24 -►- # I EX15TINO SIDEWALK + A-2 N X33 I / �. � \ 41 -} Qo I �� 23.67 2 r'v' S� VVV ` N R \ 23.4p\ S 1+7b LTI r'�,, M'F "G' JNLfT.., : fl : �. r'� 'moo i / 23.28t>c� t .92 N,, ; i .., >. , l ter, GRATE =22.00 INV. = 20.40 -L--t z o o :',I �� � 22.90 ( r'� �`e.�.� / I / - ,:>, . —,— .— _7`777—" 22.30 — — - z / I2 Z ;�:.. _.t' . : co 10 �Gt DESCRIPTION REVISIONS A L1. �1 X 21.74 .I ��� I I I I ►= I I ' ^. I INDIAN 5G1 RI V TY BOARD \ CON5TRUGT 5' (NOT PLATTED) I coNCR1=rE sIDFwALK � W r W N r. 'SEBASTIAN ELEMENTARY SCHOOL' I( I I F I kl, �.:aj DRH/JMB Di,H/JMB DRH/JMB DR/APP 28 m0 a� N It It 24 — — +0.53% SES 5HEFT I 1 FOR E.P. TRANSITION TO EXI5TIN6 20 DATUM ELEV 18.00 mi N 1+00 ASTELLER & "OVIOLER, INC. CONSULTING ENCINEE-23 MCERTIFICATE OF AUTHORIZATION #4204 1655 27th STREET — SUITE 2, VERO BEACH, FLORIDA 32960 (772) 567-5300 / FAX (772) 794-1106 N m* N N 2+00 LEFT E.P. PGL 3+00 POWERLINE ROAD STA 0+00.00 to STA 4-f-50.00 SCALE: HORZ. . 1 "=20' VERT. 1 "=2' PLAN AND PROFILE 1P@wqRRMMR Qoaa CITY OF SEBASTIAN N N N N 4+00 23 12. \ \ .4 \\� \ V I 0850-base.dvq Title to all documents which bear the DRAWN j,�R}¢ copyright of Mosteller & Moler, Inc. is vested solely In Mosteller & Moler, Inc. These DESIGNED SEM documents are provided to the owner solely in connection vith this project. Any other use CHECKED 5EM or reuse of these documents or any reproduction, display, sale or other disposition DATE 7/15/200q of these documents by anyone is expressly prohibited vithout consent of Hosteller &SCALE Moler, Inc. pursuant to the Federal Copyright 01/29/2010 10=20' Low. SHEET P2 OF P7 FLORIDA ©2010, MASTELLER & MOI -ER, INC. GTI EPHE `l E. MOLER, F.E. FL #3311`13 PROJECT NO.: 0550 CON5T. M.ES. PER F.D.O.T. INDEX #272 END 6" THICK 8' WIDE - CONCRETE BIKFPATH 3 NOTE: Wi FTER&Y DISSIPATER CON5T. M.E.5. PER F.D.O.T. 1-% 3 INVERT=22.00 INDEX #273 W/ ENERGY ' ' DURING ALL PHASES OF CONSTRUGTI ON, CONTRACTOR SEBAST IAN HIGHLANDS SHALL MAINTAIN DRAINAGE AT ALL POINTS 'SEBASTM HGHLANDS' 0I551PATER INVERT=22.00 c �' I , 1� •4 0 1 NSTRUGT CURB GUT FDOT 1 1 I I I I I 1� 0 I. ,• aq`�' y I y�` p QC INDEX 504 W/ TRUNCATE 2 15 1 16 1 17 I `L tX I �� `L ( p / �rDETECTABLE WARNING AK -E tX LU 10-' EASE, EMT -- �° \ �°� ` w 0� tx 6 NST M.E.5. PER F.D.O.T. 6 YPI CAL C� — O �� p`L �� — �� '�. i p.-{- ,� INDEX #273 W/ ENERGY r�1 / rL � -� � \ : , 121551 PATER INVERT=22.00 `L FXIST'tN6-RJ�HT-9F�IAY — �.— — — — -—Eif15TIN6 RIGHT-Nt1`' —23— `L r5 \_� . — - -- — — — — _ _ —22 ��` _ — — — -- 2 — o --21— — — — — — — — —21— —20— — -- — I �� O O — -i�r�• � 21, «-s --� — — — 20— i �_ w ` —2a O �' — "_ -- — — _ �_ — — — �s �" — �Q ► QLD1,�7VR8 O + — ——L201a1OT — — — — Z '�-�� EXISTING DRAINA bITCIT — — — — — �� { �p� — PXI5TIN6 DRAINAGE \ _ — F,p5TIN6 DRAINAGE+ OrO t 9� _ _. — — ...._ — t - — 1�- _. ---»_ _— — —- — — ---�, — I•w"f j I-4�— ` DTicM BMvKs— LT o= -- _ — __— --rn H — —_ —2r� _— —21 �� —22— — -- __ — —�-- —22— ATF =22.00 0 —71 j '— - —23— n! — - 4 1 — INV. =.21.16X 5� —22 ��— — f A � - � •4 J 1� 'r w 1 '•! - *,� r. N (�[ w ��t.�.� �A, a .Wtr,?�` . it�.!Te p ,i ' ,-'rte ..�r. _ R� • O r 'hz. +4Y s +-f rr - {�6 �•'����- O n -t �•- 11�RA1 .- -•l. - Tei 87 � h:•' �1 fylp€n T'll�X` NIIMI �' '• - f'E €�R. 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CONS UL TiNO ENCINEER 3 CERTIFICATE OF AUTHORIZATION #4204 1655 27th STREET - SUITE 2, VE120 BEACH, FLORIDA 32960 (772) 567-5300 / FAX (772) 794-1106 51+00 POWERLINE ROAD STA 28+00.00 to STA 34+28.64 SCALE: HORZ. 1 "=20' VERT. 1 "=2' 32+00 PLAN AND PROFILE WERLI !!D CITY OF SEBASTIAN GRAPHIC SCALE IB 20 10 20 40 80 f o l J :. I6 ( IN FEET ) 1 inch = 20 ft. N N N N u� in 2$ 33+00 ry 34+00 u n 0650-base.dvq Title to all documents which bear the N DRAWN - ~� copyright of Mosteller & Moler, Inc. is vested 26 5 DEsrcNED documents are provided to the owner solely in P.&J- -" +0.30 connection with this project. Any other use — - -- , G�JLI'1 or reuse of these documents or any 24 reproduction, display, sale or other disposition DATE 7/15/200q of these documents by anyone is expressly -� 22 prohibited without consent of Masteller & SCALE 1"=20' Noler, Inc. pursuant to the Federal Copyright 01/292010 20 IT q- m; m� h N N N N N N N N N N N N N N MASTELLER & E OLER, INC. CONS UL TiNO ENCINEER 3 CERTIFICATE OF AUTHORIZATION #4204 1655 27th STREET - SUITE 2, VE120 BEACH, FLORIDA 32960 (772) 567-5300 / FAX (772) 794-1106 51+00 POWERLINE ROAD STA 28+00.00 to STA 34+28.64 SCALE: HORZ. 1 "=20' VERT. 1 "=2' 32+00 PLAN AND PROFILE WERLI !!D CITY OF SEBASTIAN IB I6 C N N N N N N N 33+00 34+00 0650-base.dvq Title to all documents which bear the DRAWN copyright of Mosteller & Moler, Inc. is vested solely n Mosteller & Moler, Inc. These DEsrcNED documents are provided to the owner solely in jEl"1 connection with this project. Any other use CHECKED G�JLI'1 or reuse of these documents or any reproduction, display, sale or other disposition DATE 7/15/200q of these documents by anyone is expressly prohibited without consent of Masteller & SCALE 1"=20' Noler, Inc. pursuant to the Federal Copyright 01/292010 Law. SHEET P7 OF P7 FLORIDA ©2010, MASTELLER & MOLER, INC. STEPHEN E. MOLER, F.E. 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Any other use or reuse or these documents or any reproduction, display, sale or other disposition or these documents by anyone is expressly prohibited without consent or Masteller & Moler, Inc. pursuant to the Federal Copyriqht Law. FLORIDA @2010, MASTELLER & MOLE2, INC. Ol/2V2010 STEFHEN E. MOLER, F.E. FL, #331 cO 0850-base.dvq DRAWN �R11 DESIGNED C.�LI'I ■ cHecreo S DATE 7/15/20OCI SCALE 10=20' si-er-r SP 1 of SP 2 PROJECT NO.: 04,35' 0 NOTE: DURING ALL P14A5E5 OF GON5TRUGTION, GONTRAGTOR SHALL MAINTAIN ORAINA6E AT ALL POINTS 3 01/X1/10 2. 10/16/09 1. 8/27/Oq NO. DATE J 1 / / I PROP05E9 TEMPORARY — — I GONSTRIJGTION E,451=TENT / / I O 20' —.GE. 20 ­ .CE. O _ 4.1 EXISTING R16Hr-OF-WAY ._.. - ::R ;`. . •.•. •.. r ' aw . - n r <- - is _ - _ _ ".r. +•u+`. _ -.:;' Y1 - • ke . A . 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Any other Use CHECKED SFP'I 60% PLAN5 PRH/JMB CONSUL TING ENCINEER� D a M D re reuse of these documents or any `� / o� . 0 \ y�y / w O p reproduction, display, le �r other disposition DATE 7/15/2009 �J�J of these documents b anyone is expressly 305 PLANS DRH/JMB �M CERTIFICATE OF AUTHORIZATION #4204 �, prohibited without consent or Masteller & SCALE 1"=20' Moler, Inc. pursuant to the Federal Copyright 01�2�I�ZOIO DESCRIPTION DR/APP 1655 27th STREET - SUITE 2, VERO BEACH, FLORIDA 32960 ---- OF SEBASTIAN Law• SHEETBP 2 BP 2 great idea, REV13ION3 (772) 567-5300 / FAX (772) 794-1106 FLORIDA ©2010, MASTELLER & MOLE -R, INC. STEPHEN E. MOLER, F.E. 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SATE DESCRIPTION DR/APP 1655 27th STREET — SUITE 2, VERO BEACH, FLORIDA 32960 REVISIONS (772) 567-5300 / FAX (772) 794-1106 2t> 2b 24 22 20 IS 5+00 rn j I 8A' i +00 -------- — — 2,5: EASEMENT I 28 ROW 28 iy A'—1 ' 64.6' 12.C' 10.x' I t2,o1 105' ✓A' 2G.C'' 26 2� 2% 241 I 24 I I - 22 I I , j ij t 22 i 16 -10 O 10 _ 30 3 60 3 20 3 � 3 I 1 j --- I CA I_ = Iib --- _ _.. - -. _._.. __ ___ .-.. ._. --�__.. __-- - _. __ __.- ------ - . _. _ _ _ _ . 16 -70 -60 -50 -40 -30 -20 -10 O 10 20 30 40 50 STATION 14-00 I- M IWI�1STELLER & IcOLER, INC. 3 O I /29/10 qO% PLANS DRH/JMB 2. 10/16/0q 60% PLANS RH/JME3 CONSCIL��NG ENGINEE25 o 1. 8/27/09 30% PLANS DRH/JM5 =M CERTIFICATE OF AUTHORIZATION #4204 NO. SATE DESCRIPTION DR/APP 1655 27th STREET — SUITE 2, VERO BEACH, FLORIDA 32960 REVISIONS (772) 567-5300 / FAX (772) 794-1106 2t> 2b 24 22 20 IS 5+00 rn j I 8A' i 26A, I 2A' 1 . —42 0 h.01 2% -------- — — — _• — I EASEMENT I ROW 28 iy A'—1 ' 64.6' 12.C' 10.x' I Ib -CIO -50 -70 -60 STATION 5+00 -50 -40 -30 -20 -10 O FvQO -80 -70 -60 -50 -40 -30 -20 STATION 4+00 TEMPORARY CONSTRUCTION EASEMENT ROW -_ 2& 20.0' -- - +�- - 26 -- -- —. I 24 — -- -_--- -- --- 22 120 116 10 20 30 40 50 60 4+00 TEMPORARY CONSTRUCTION EASEMENT ROW 28 A'—1 ' 64.6' 12.C' 10.x' I t2,o1 105' ✓A' 2G.C'' 26 2� 2% 24 I I - 22 I I , j 120 16 -10 O 10 20 - 30 40 50 60 POWERLINE ROAD STA 1 -(-00.00 to STA 6+00.00 SCALE: HORZ. 1 "= 10 VERT. 1' 4' Tale to all documents which bear the CROSS SECTION copyright or Hosteller & f Toler, Inc. is vested solely in Mosteller &Moier, Inc. These documents ore provided to the owner solely in connection with this project. Any other use p 0 Q 0 Q 0 Q D reuse or these documents or any re O O e p reproduction, display, sale or other disposition or these documents by anyone Is expressly prohibited without consent or Mosteller & Lw. Inc. pursuant to the Federal Copyright ' " ^ 01/2x/2010 CITY OF SEBASTIAN FLORIDA ©2010, MASTELLER & MOLER, INC. 5TEPHEN E. MOLER, P.E. FL #331c[3 i J 0850—bose.dvq PRAWN{ DESIGNED cj�rl CHECKED GJ�M DArE 7115/200q SCALE NOTED sHEE-r CS I of CS 6 PROJECT NO.: OBSO i STATION 9+00 TEMPORARY CONSTRUCTION ROW ROW EASEMENT 28 --- -- - - _ _ ---- - .._...- --- --- - --- - ------ ----- - — ---- 2 I 1 jI 8 -= ' I1.0' 18.0' 2.0' ' 24.0' 2A' 1 IOS' 5.0' 20.0' I ; 26 _, � _ _- -- -- 2.0 -- - - X2.0— __ -.-- -- — - - ---- — 26 , 2% 22 22 7 ,:.. 20 ---- - - - -- - - - --- 20 a 1 j kh i I 3 l I jjj 1. j , 1 N I N -QO -80 -70 -60 -50 -40 -30 -20 -10 O 10 20 30 40 50 STATION 8+00 -7+00 TEMPORARY CONSTRUCTION ROW ROW EASEMENT 2a _ ----- - __ { - -- - ---- T -- - .. 28 1 2.0' 1 i -- -. ' 2.0' 1 - - j ; I-ii.O 18.0 24.0 17S :;.01 20.0' { 2.0' 12.0' - O' 26 _20 i 26 S �] i 1 I 2% 1 2%24 I. ' ; 22— — — -� - -- - — i — — — — — — — — --F -- --- - -- — - — ---- -- — — — T 22 __ 20 I i i I I ---- -- 20 ' iS - — -- -- -- - - - -- - - - 18 , N 16 --- - -- 3 -10 -80 -'10 -60 --50. -40 -30 -20 -10 O 10 20 30 40 50 STATION 7+00 2a ROW r--- -- ! I 26 ----- -- --- i 24 -- - - ------ - 22 20 -- --- 1i � I i 1.6-�- -q0 -80 -?O STATION 12+00 25 r ----- -r----- - - — " j ROW I A' I&C" L.01- ----- 6.0' 26 ' �.O' - ---- 24 22 20 7t_ 18 Ib -CIO -80 -70 12+00 -60 -50 20 TEMPORARY CONSTRUCTION ROW EASEMENT ! I _ i2011 ,o 12b i { - --- =-- ---- --------I 24 i 1 I 220 .22- 20 30 40 50 ROW STATION 11 +00 -60 -50 -40 -30 ROW 25 26 ----- - - --- _ -- - -- ---- - --- —I l .o 24 22 F-------- -1 -_ _- �i 20 — — _ _.. -- ---- i -90 -80 -70 -60 -50 -40 -30 STATION 10+00 -20 tet, n� I�Vf i7 -20 -10 O :20t' TEMPORARY CONSTRUCTION EASEMENT — 28 1' 1 26 24. 22 20 I ICJ " Ib 50 10 20 30 40 10+00 TEMPORARY CON37 _11CT1oN ROW EASEMENT .. - - - 28 --�___ I -� 1 �.0' I _I-- 24.0' 10.5' ,.O' 20.�' 01 26 1 2% 24 ol I I , 22 1 � -�- - 20 - I 1 N �N -! 16 -10 O 10 20 30 40 50 0850-base.dvq Title to all documents vhich bear the vRAWN DRI-} copyright of Mosteller & Moler, Inc. is vested solely in Mosteller & Moler, Inc. These OEStCNED 5EM documents ore provided to the ovner solely in connection vith this project. Any other use CHECKED 5EM or reuse of these documents or any • reproduction, display, sale or other disposition VATE 7/15/2009 or these documents by anyone is expressly prohibited wthout consent of Masteller & SCALE NOTED Moler, Inc. pursuant to the Federal Copyright 0112CV2010 Loo. SNEETCS 2 OF CS 6 FL -01210A ©2010, MASTELLER & MOLER, INC. STEPHEN E. MOLER, F.E. FL #331c[3 PROJECT NO.: 0550- -60 550- r ----- -r----- - - — " j I A' I&C" L.01- ----- 6.0' 2 0� 24.0' .U' P 10 25G ( 2% ' �.O' - ---- 7t_ I STATION 11 +00 -60 -50 -40 -30 ROW 25 26 ----- - - --- _ -- - -- ---- - --- —I l .o 24 22 F-------- -1 -_ _- �i 20 — — _ _.. -- ---- i -90 -80 -70 -60 -50 -40 -30 STATION 10+00 -20 tet, n� I�Vf i7 -20 -10 O :20t' TEMPORARY CONSTRUCTION EASEMENT — 28 1' 1 26 24. 22 20 I ICJ " Ib 50 10 20 30 40 10+00 TEMPORARY CON37 _11CT1oN ROW EASEMENT .. - - - 28 --�___ I -� 1 �.0' I _I-- 24.0' 10.5' ,.O' 20.�' 01 26 1 2% 24 ol I I , 22 1 � -�- - 20 - I 1 N �N -! 16 -10 O 10 20 30 40 50 0850-base.dvq Title to all documents vhich bear the vRAWN DRI-} copyright of Mosteller & Moler, Inc. is vested solely in Mosteller & Moler, Inc. These OEStCNED 5EM documents ore provided to the ovner solely in connection vith this project. Any other use CHECKED 5EM or reuse of these documents or any • reproduction, display, sale or other disposition VATE 7/15/2009 or these documents by anyone is expressly prohibited wthout consent of Masteller & SCALE NOTED Moler, Inc. pursuant to the Federal Copyright 0112CV2010 Loo. SNEETCS 2 OF CS 6 FL -01210A ©2010, MASTELLER & MOLER, INC. STEPHEN E. MOLER, F.E. FL #331c[3 PROJECT NO.: 0550- -60 550- 5+00 TEMPORARY CON5TRUOTION ROW ROW EASEMENT 2a._ 2-0- ---I •0--' 8.0 24.0'--- - - -:-. A-' 2.01 20.r - - 26 26 2OA 236 a j. I 24 ---- - _ - - -- -- --- 24 I 22\ i - 22 / - - i----- 20 20 18 i N �N _.... L 1 �. __-_.�--- -- --� ----- - -- - --- I6 -a0 -80 -70 -60 -50 -40 -30 -20 -10 O 10 20 30 40 50 STATION 15-t-00 14 +OO TEMPORARY CONSTRUCTION EA5EMENT ROWROW 28 --- -- ..... -- - --- -- -- --- _ 28 I � ! � i I.C'' i8.0' 2.0' 24.0' 21.0' -1 10.5' 5A' 20.�' 12.0' ;2.0'-�� O' 26 ; 26 8.0' 2:0 `� �l.O'---6.0' O'-- j 1 j 255 255 1 I � � I '� '•• -I' 24 �__...... -- - ------ -- -----_ _ _ _ _ - 22I - / _ I _ I I --- --I. 20 -- -� - I f- --- 120 18 i 16- -CIO -&0 -?O -60 -50 -40 -30 -20 -10 O 10 20 30 40 50 STATION 14+00 0'1 + O O TEMPORARY CONSTRUCTION ROW EASEMENT _ - - 2a - ----- 2.0'7 �2.0' 12.0 24.0' ' �.O' � 10.5' 5.011 ' p 20. ' t --- 1 26 2s� , 255 I -- •. {24 I I I I I 1 I 20 i I I ( 1a - �-- - d) I0 1 N N I- _J I 16 -10 O 10 20 30 40 50 STATION 13-1-00 3 O I /29/10 4055 PLANS 2. 10/16/09 60% PLAN5 I. a/2-7/09 30% PLM6 NO. DATE DESCRIPTION REVISIONS -60 -50 DRH/JMB PRH/_H3 DRH/JMB DR/APP -40 -30 -20 IMMASTELLER & MOLER . . . . . . . . . . CONSULTING ENGINEERS CERTIFICATE OF AUTHORIZATION #4204 1655 27th STREET - SUITE 2, VERO BEACH, FLORIDA 32960 (772) 567-5300 / FAX (772) 794-1106 1,5+00 TEMPORARY CONSTRUCTION EASEMENT ROW---------- -- --------- - ------ --- -- -- ---- -- - -- ._ROW 28 1-1 - �--i 1.3 21.0 2"O 24.C' O 10 5 .0' 20.C'' 2 12.0 -lL 26 - : 1 25K i 2% s ' _ , - -- - I -- - --- 24 22 t----- -_ ., _.. _._-_ - _ _ -- - - - i-- _ - 22 \ / I I 20 % / I " I 20 I , : 18 --- - -- -- I b 16 ----- -CIO -80 -70 -60 -50 -40 -30 -20 -10 O. 10 20 30 40 50 STATION 18-+-00 ROW 25 -- - - - -- - - ----- ----- 26 --._...----}------- - -- 24 22 - -�- 1 \ 20 0 ------ -q0 -80 -70 400 STATION 17-+.00 TEMPORARY .. F CONSTRUCTION EASEMENT ROW 25 21.0' , 24.0' O' 2.OL1 1!2A' 12.03.01' - (- -- - 25� ( I I 258 � `"" _ - - - •; --- - I- -- - ---- - - '` - - ---- - I 24., - --- -- - 22 I - 20 CZ -50 -40 -30 -20 -10 O 10 20 30 40 50 O O TEMPORARY CONSTRUCTION ROW ROW EASEMENT 28 - . - - -- ( I 28 "_' 1.0' 2.0''1 24A' : �'O' -� l0 :..01- 20.b' I -- ' __ 2.0' _ ._ 2 0_-- _ 12A _ - 1 I 26 26 -- ----- -- - ------ 8 G.p'--- 3.0' --6.0' .O'- -�-- I - I 25Y j 2 I 1 - 24--._ ... ,... -- - f 2 f ti 22 22 - I I -- 20 I fa ' I -GO -50 -70 -60 -50 -40 -30 -20 -10 O 10 20 30 40 50 STATION 16+00 POWERLINE ROAD STA 13+00.00 to STA 18+00.00 SCALE: HORZ. 1 "= 10' VERT. 1 "=4' CROSS SECTION 1P@M91Lr0_'d11U1K_\fl@ K&Rdo CITY OF SEBASTIAN 0850-me.dvq Tile to all documents which bear the DRAWN ORH copyright or Masteller & Moler, Inc. L; vested solely in Masteller & Moler, Inc. These e�.Ej..l documents are provided to the owner solely in connection with this project. Any other use CHECKEDj1=1r1 or reuse of these documents or any reproduction, display, sale or other disposition DATE 7/15/2009 of these documents by anyone is expressly prohibited without consent or Mosteller & SCALE NOTED Moler, Inc, pursuant to the Federal Copyright + 01/2q/2010 Low. 514EETCS 3 OF CS 6 FLORIDA ©2010, MASTELLER & MOLE -R, INC. 5TEFHEN E. MOLER, F.E. FL #33IC13 PROJECT NO.: OIi50 J f_ �7 r STATION 21 +00 PION 28 2.0' . 1 . 24.0' .0'- . ------- I 1 ! .O' --O'- 26 I I 24 24 m cv 1 N N ' \ I 22 22 I 20 - --- - i 16 I -90 -50 -10 STATION 21 +00 STATION 20+00 28 ROW 261- 24 22 20 I& -CIO -&O -10 STATION 19-t-00 -60 -50 -40 21+00 TEMFORARY CONSTRUCTION ROW EASEMENT ------ -- ...---- ;- ........ -- - ;20 21.0' 2.0' -� 26.0' 2.4' -1 7. ' -I.O' I 20�' { +--12.0' 12.0' �'0l I 25K ' 23b 2,6 •-r I - _ ._22�24 I � I IIS i T- in 7&. N � J. J 16 -30 -20 -10 01 10 20 30 40 50 20+00 TEMFORARY CONSTRUCTION EASEMENT ROW II II i --13 20.0. ' 21.0' 2.0 1 24.0' O' - :O5' D O' I 1 ' ------ ; --- -26 I 8.O I i.0' -I- 3.0 ---6.o .0L_ - o' I 2� l 2% 24 22 --� 20 I0 -50 -40 -30 -20 -10 O 10 20 30 40 50 .• ---- ._- PION 28 2.0' . 1 . 24.0' .0'- . ------- I 1 ! .O' --O'- 26 I I 24 m cv 1 N N ' \ I 22 20 I I 16 -10 STATION 20+00 28 ROW 261- 24 22 20 I& -CIO -&O -10 STATION 19-t-00 -60 -50 -40 21+00 TEMFORARY CONSTRUCTION ROW EASEMENT ------ -- ...---- ;- ........ -- - ;20 21.0' 2.0' -� 26.0' 2.4' -1 7. ' -I.O' I 20�' { +--12.0' 12.0' �'0l I 25K ' 23b 2,6 •-r I - _ ._22�24 I � I IIS i T- in 7&. N � J. J 16 -30 -20 -10 01 10 20 30 40 50 20+00 TEMFORARY CONSTRUCTION EASEMENT ROW II II i --13 20.0. ' 21.0' 2.0 1 24.0' O' - :O5' D O' I 1 ' ------ ; --- -26 I 8.O I i.0' -I- 3.0 ---6.o .0L_ - o' I 2� l 2% 24 22 --� 20 I0 -50 -40 -30 -20 -10 O 10 20 30 40 50 .• ---- ._- -_ + -- -� - ..T_--._�.2 2.0' . 1 . 24.0' .0'- . ------- I 1 ! .O' --O'- D,.-___ I 25K I 2% i 1. • m cv 1 N N ' 3 0I/2ci/lo qO% PLANS 2. 10/16/0q 60% PLANS I. 8/2710q 30% PLANS NO. DATE DESCRIPTION REVISIONS -60 -50 ORH/JMB DRWJMB DRWJMB DR/APP -40 -30 -20 -10 O 10 TEMPORARY CON5TRUOTION ROW EASEMENT 28 5.01 20p' h I •O' i� 26 ---- i - 24 - II 22 16 - 1J 20 30 40 50 M of ASTELLER & I OLER, INC. CONSULTING ENCINEERS M CERTIFICATE OF AUTHORIZATION #4204 1655 27th STREET - SUITE 2, VE120 BEACH, FL -000A 32960 (772) 567-5300 / FAX (772) 794-1106 24+00 ROW ROH 25 -.. ----- -- - - - -- ---- - - ----- ---- -- ---_ -- - _ _ 28 0' 2XX , -i3.0 21.0 24.0 L.O .O 26 --=--- -- --t----------- �� f3-�-- 5.O 3.--�-120' 1 ' 26 0 -6.0 .O i2%2% - 24. - 221: _1J ---- I 22 I 20.- -------- -__ - ---�. _.._.- - ----/- ---------=--- �- ---- --- ----------- - --- - -- i --- _..._------._.._. 20 _-Ju • • I 16 ------- - -- i - I6 _qO -8>0 '-10 -60 -50 -40 -30 ''-20 -10 O 10 20 30 40 50 ; STATION 24+00 ROW ROW 12.a' 21.0' 2.0'� 24.0' 12PLI 01 26 ;-- --- - -- 26 8 0� ,-&.0�- 3.0' -6.0' O' --12 0' I _.._.__- 12 0 I I \ . I 24 / 4 22 I 22 3 20 1 I -CIO -80 -10 -60 -50 -40 -30 -20 -10 O 10 20 30 40 50 STATION 23+00 0 STATION 22+00 POWERLINE ROAD STA 19+00.00 to STA 24+00.00 SCALE. HORZ. 1 "= 10' VERT. 1 -_-4' CROSS SECTION P@yC�K1UH9 K@90 CITY OF SEBASTIAN 2& 26 24 22 20 18 116 50 0850-bose.dvq Tide to all documents which bear the DRAWN ORH copyright of Mosteller & Moler, Inc. is vested solely In Mosteller & Moler, Inc. These DESICNED cC documents are provided to the owner solely in EM connection vrth this project. Any other use CHECKED Com. or reuse of these documents or any Em reproduction, display, sole or other disposition DATE 7/15/200q of these documents by anyone is expressly prohbrted without consent of Mosteller & SCALE NOTED Moler, Inc. pursuant to the Federal Copyright 01/29/2010 Low' u SHEETCS 4 of CS 6 FLORIDA @2010, MASTE-LLC& MOLER, INC. GTEFHEl `l E. MOLE%, F.E. FL #331c[3 oROJOCT NO.: 01550 PION 26 20-1 :2:0'-1 21.01 24.0' 6.0' . . .............. .. - ----- 8. -Fs.o26 • 24 ............. 22 :20 7-1- 16 .-40 -30 -2.0 -10 0 10 20 50 40 50 STATION 26-1-00 25+00 25 ROW 25 0' . 00, 21.0' 2. 24.0' 2 .01 �2.0`i 26 -J .01"_ 12.0' I 12.0'- 26 2% 2% 24 24 22 22 K .20 120 IS L 0 1P 16 -CIO -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 50 40 50 STATION 25-t-00 3 01/2cT/10 8096 PLANS 2. 10/16/OG 60% PLANS I. 8/27/09 30% PLA* NO. 0AIF DESCRIPTION REVISIONS I MASTELLER & IMOLER, INC. M ERHMI-e 0Rfq/_1t_eCON3ULTINO ENCINE-EIR3 PRH/J-0 M CERTIFICATE- OF AUTHORIZATION #4204 VR/APP 1655 27th STREET - SUITE 2, VE120 BEACH, FLORIDA 32960 (772) 567-5300 / FAX (772) 794-1106 ROW ROW 25 F 4. 2.01 21.0 24.0' 2ro lo, r-0, 26 2A5 4 24 24 22 . ....... / � ( � �` I 22 20 20 milt 16 -CIO _80 --To _60 -50 -40 -30 .20 -10 0 10 20 30 40 50 STATION 30-1-00 ROW 28 T__ ------------ 2ro copyright or Mosteller & Moler, Inc. is vested 22 solely in Mosteller & Moler, Inc. These or-SICNED 20 24 - ----- 22 16------ ------- _qO reproduction, display, sale or other disposition 6 STATION 28-1-00 or these documents by anyone is expressly 20 prohibited without consent of Masteller &kALL- Inc. pursuant to the Federal Copyright 0112q12010 NOTEDMoler, Low. SHCETC3 5 OF CS 6 FLORIDA @2010, MA3TH-L62 & MOL62, INC. 5TEFHEN E. MOLER, F.E. FL #331c13 PROJECT Na.: 0550 -CIO -80 --to STATION 29+00 2& 26 Title to all documents which bear the 24 copyright or Mosteller & Moler, Inc. is vested 22 solely in Mosteller & Moler, Inc. These or-SICNED 20 connection with this project. Any other use CFECrE-0 16------ ------- _qO reproduction, display, sale or other disposition 6 STATION 28-1-00 2cf +00 2.0'- :4. .01 24.0' 2.0' -a- n -A 2% %7A FZON ..-50 -40 -30 -20 -10 0 10 .20 30 2b+00 WIF, .26 24 22 20 I8 16 40 50 ROW 25 2.0'- 0 2.'-1 21.0' 24 0' i1.0L__ .01 7., 2 1.01-3.01 12.0' 12.0 ra 2% 2% - ------- 24 .22 2�0 j ' I � m i� i f _60 -50 -40 -50 -20 -10 0 10 20 50 40 50 POWERLINE ROAD STA 25+00.00 to STA 304-00.00 SCALE. HORZ. 1 " 10' VERT. 1 "=4' CROSS SECTION pOMRG1MaP G30L.1D CITY OF SEBASTIAN 0850-4we.dvq Title to all documents which bear the DRAWN copyright or Mosteller & Moler, Inc. is vested solely in Mosteller & Moler, Inc. These or-SICNED documents are provided to the owner solely in connection with this project. Any other use CFECrE-0 or reuse of these documents or any reproduction, display, sale or other disposition 6 DATE7/15/200q or these documents by anyone is expressly prohibited without consent of Masteller &kALL- Inc. pursuant to the Federal Copyright 0112q12010 NOTEDMoler, Low. SHCETC3 5 OF CS 6 FLORIDA @2010, MA3TH-L62 & MOL62, INC. 5TEFHEN E. MOLER, F.E. FL #331c13 PROJECT Na.: 0550 STATION 33+00 STATION 32+00 2+00 ROW -- -- - ----- ; 2 1 2.0L1 I 24.0'.OL1 G.O.O' , .0-- ---12.0' 12.0' -- 26 i 25K 2% -- f - — s ------ -... -- 124 22 \J`Y'�� i I 16 s -20 -10 O 10 20 30 40 50 51+00 ROW ROW 28 ; -- - _ -- -- _._ . ! i 2.0� , 2 p,� 28 X4.4 21.0 0' p' p' ; 26 ; ' 24 G } Off' _r — _ 2R6 24 -_ _ _ .. ' - 1 --- _ - - _ I � 25b _ — - 24 22 22 20 i i , p t 20 \ / I . I i ] 1 ; { ./ 3 I m ' I6 -90 -60 -70 -60 -50 -40 -30 -20 -10 O 10 20 30 40 50 STATION 31-t-00 3 0I/2q/10 qG% PLAN5 2. 10/16/09 60% PLAN5 I. 8/27/0q 30% PLAN5 N0. DATE MASTELLER & MOLER, INC. DRIB/J,� _ CONSUL TING ENCINEE12S ORH/JMB M CERTIFICATE OF AUTHORIZATION #4204 DESCRIPTION DR/APP 1655 27th STREET - SUITE 2, VERO BEACH, FLORIDA 32960 (REVISIONS (772) 567-5300 / FAX (772) 794-1106 +2 .- 4.,_ 25- RROW 2OW ------ -- ---------_ ----- - } 8 1 ; 26 - - -- - --- -------- - -- ' - -- - - { ----- : -- - --t- 26 24 - - - - - - -- i _ 1 22 I---- -- ---' - -- - -- I 22 \ --t-- -+ - -- T I \ ' , F p I 20 3 = ----- - -- 20 ] N — - 16 - -- - -- - -- ---- - - - --- -_ 16 -- -90 —80 —70 —60 —50 —40 —30 —20 -10 0 10 20 30 40 50 STATION 34+28.64 I 135' 26 a� 2.0'-1 .. 8 24.0'_ 20' 1 ,pO26 26 0 0' 3.3' ! .O12 O'— 2.0 — _ p; ' ... _ - 25r7 - _ t s I ' I s 24 24 22 { 0 3 i m IV { t _.__.-_-_..._ _._ _._._--._______..___._ -- --. -__ ..__ __. __-...._.__ .._ _ 1/10 -90 -80 -70 -60 50 -40 -30 -20 -10 O 10 20 30 40 50 STATION 34+00 POWERLINE ROAD STA 31-1-00.00 to STA 34-1-28.64 SCALE: HORZ. 1 "— 10' VERT. 1 "=4' CROSS SECTION P@MRKMIMIR n@&[D CITY OF SEBASTIAN J 0850—base.dvq Title to all documents which bear the DRAWN DR%f copyright of Masteller & Moler, Inc. is vested solely in Masteller & Moler, Inc. These documents are provided to the owner solely in DEsiGNED G.JLI'1 connection with this project. Any other use CHECKED C'EM or reuse or these documents or any reproduction, display, sale or other disposition of these documents by anyone is expressly DATE 7 15 200q prohibited without consent of Masteller & SCALE NOTED Moler, Inc. pursuant to the Federal Copyrightq* OI129I2OIO Low. SHEETCS F) OF CS 6 FLORIDA @2010, MASTELLER & MOLER, INC. 5TEPHEN E. MOLER, P.E. FL #331 ` O0850 PROJECT NO.: J CE"wAM AVEMJE "01 Riw 3 01/2C1/10 gO% PLANS 2. 10/16/09 605 PLAN5 I. 8/27/Oq 30% PLAN5 NO. DATE DESCRIPTION REVISIONS I ER �1STELLER SOL I. C o H/.,I-8 - CONSULTING ENCINEEfZS O RH/_1MB =M CERTIFICATE OF AUTHORIZATION #4204 DRIAPP 1655 27th STREET — SUITE 2, VERO BEACH, FLORIDA 32960 (772) 567-5300 / FAX (772) 794-1106 10 0 5 10 20 I I 40 POWERLINE ROAD imIM 03 .x ( IN FEET ) 1 inch = 10 ft. 0850—bose.dvq Title to all documents which bear the copyright of Masteller & Moler, Inc. is vested DRAWN CRH °'°F POWERLINE ROAD & C.R. 512 CONNECTION DETAIL doeume tsly inMler oreeldproved tor'the owners solely in DESIGNED sI=M T" S � J 'f P@MRMD NUMN Q connection with this project. Any other use or reuse of these documents or any reproduction, display, sale or other dtsposrtan CHECKED] DArE 7/I5/200q of these documents by anyone is expressly prohibited without consent or Masteller & Moler, Inc. to the Federal Copyright 0112V2010 SCALE h=10' CITY OF SEBASTIAN pursuant Low. SHEET I ► ► 2 ��d. FLORIDA ©2010, MASTELLER & MOLER, INC. # ST��I-f��( E. MOL��, F.E. I=L �� I �� i PROJECT NO.: 0850 3 01/29/lo qO% PLAN5 2. 10/16/0q 60% PLANS I. 8/27/Oq 30% PLAN5 N0. DATE DESCRIPTION REVISIONS PRH/JM6 O RH/JMB PRHMI-0 DR/APP GzJ 0 NOTE: - MRING ALL PHASES OF CONSTRUCTION, CONTRACTOR SHALL MAINTAIN DRAINAGE AT ALL POINTS ASTELLER & MOLER CONSUL TING ENCINEEQ S M1 CERTIFICATE OF AUTHORIZATION 44204 1655 27th STREET - SUITE 2, VEQ0 BEACH, FL,009A 32960 (772) 567-5300 / FAX (772) 794-1106 LIME STREET SCALE: HORZ. 9 "=20' Tale to all documents which bear the copyright of Nosteller & Moler, Inc. is vested �"y°F LIME STREET PEDESTRIAN IMPROVEMENT PLAN doeume tsMoreelprovdedMtor�thInc. The e owner solely h SE���� connection with this project. Any other use ��� 0 a ©� D ��"'�. /� ,,� o. • � d reuseof these documents or any reproduction, display, sale or other disposition osabn ry ` of these documents by anyone s expressly prohibited without consent of Hosteller & CITY OF SEBASTIAN Haler. Inc. pursuant to the Federal Copyright 0112q120I0 A great idea. Lay. FL -01210A ©,2010, MASTELLER & MOLER, INC. GTEPHEN E. MOLER, F.E. FL #331C[3 STRIPING KEY DRAWN OA = 6' 50LID WHITE OK = 6' DOUBLE YELLOW © = 8' SOLID MITE QL = 6' SKIP YELLOW TYP (10'-50') © I2' SOLID WHITE © = 6' SKIP YELLOW TYP (6-109 QD = 0' SOLID WHITE O = 6' SKIP YELLOW TYP (2'-4) O = 24' 50LID MITE © = RPM MONO—DIRECTIONAL MITE/CLEAR Q = 6' SKIP MITE TYP (IO' -309 ® = RPM BI DIRECTIONAL AMBER/AMBER © = 6' SKIP MITE TYP (6'-10') ® = FDP MITE O = 6' SKIP MITE TYP (2'-49 0 = FDP YELLOW OI = 6' SOLID YELLOW Q = RPM BI—DIRECTIONAL MITERED JO = 18' SOLID YELLOW Tale to all documents which bear the copyright of Nosteller & Moler, Inc. is vested �"y°F LIME STREET PEDESTRIAN IMPROVEMENT PLAN doeume tsMoreelprovdedMtor�thInc. The e owner solely h SE���� connection with this project. Any other use ��� 0 a ©� D ��"'�. /� ,,� o. • � d reuseof these documents or any reproduction, display, sale or other disposition osabn ry ` of these documents by anyone s expressly prohibited without consent of Hosteller & CITY OF SEBASTIAN Haler. Inc. pursuant to the Federal Copyright 0112q120I0 A great idea. Lay. FL -01210A ©,2010, MASTELLER & MOLER, INC. GTEPHEN E. MOLER, F.E. FL #331C[3 0650-4ose.dvq DRAWN DRH DESIGNED 5EM CHECKED 5EM DATE 7/15/200CI SCALE 10=20' SHEET 1 2 OF 1 2 PROJECT NO.: 0850 3 01/29/10 qO% PLAN5 2. 10/16/09 60% PLANS I. 8/27/0q 30% PLAN5 NO. DATE DESCRIPTION REVISIONS A N 8q0575" H 111:13' 1XISTIN6 R16HT OF WAY — — _N 8q057'5" H IIIb7'_ EXI5TIN6 RIGHT OF WAY M DRH/JMB PRH/J-0 DRH/JMB DR/APP 7 I � I I � I I I I I PRO. EP A=g00M'17' I I mac' i I � I I I I I I I I I I m � I I I � I I � I I I I 0+00 PRO. EP L=3q.g5 \ R=25.00 IN, I / EJ I I I / m I I I ®E I I i'VOIASTELLER & SOLER, INC. CONSULnNO ENGINEERS CERTIFICATE OF AUTHORIZATION #4204 1655 27th STREET — SUITE 2, VERO BEACH, FLORIDA 32LI60 (772) 567-5300 / FAX (772) 7q4-1106 I UA NQ b tt 3 w n! � Z 4 1 mmo►u ��. � N Mau lu li ZZT ON Z � IN SURVEY HA5ELINE P.I. 5TA: 123+1354 N 8q057'5" H gq,gq' I N 8q°5l'5'�J 100.00' — SET IRON ROD E — — — — — — — — — — — — GAP LB 4644 EXI57IN6 R16HT OF WAY O N 1262944,6696 E 824848.6576 EP PROP05ED E/P (TYP) L=3926 I W R=25.00 N 8q057'5' H 14q.23' ( �t STA: 123+1352 OFFSET: 35.00 R + FOUND 4'X4" CONCRETE MOMJI- E 1+00 2+00 N :'+ 0.50 NO IDENTIFICATION ORANGE A DONSTRUGTION BASE INE e P6 I ~ N N 12629441 E 824883.6575 N 8q0575" H 148.96' O — �PROPO5ED EJP (T -M) O I N 8q°57'5" H 100.01' EX15TINO RIGHT OF WAY .LA 3 O N LU Z0 BIZ wl PRO. A=q0°1'43' L=3928 R=25.00 N 89°57'5" H 100.00' — I� PRO. EP N I A=q0°05' L=31.42 R=20.00 PRO. EP — d=q0°O'0' L=31.42 OR=20.00 SOI _ LL �b J W ;J mtnm �ry�o qa�zIn t� �lo S z I I PRO. EP A=g00M'17' ml &q°5�. H 1 L=39.41 R=25.00 dJ m ai O �4 z ;r O O z 0+00 PRO. EP L=3q.g5 \ R=25.00 IN, I / EJ I I I / m I I I ®E I I i'VOIASTELLER & SOLER, INC. CONSULnNO ENGINEERS CERTIFICATE OF AUTHORIZATION #4204 1655 27th STREET — SUITE 2, VERO BEACH, FLORIDA 32LI60 (772) 567-5300 / FAX (772) 7q4-1106 I UA NQ b tt 3 w n! � Z 4 1 mmo►u ��. � N Mau lu li ZZT ON Z � IN SURVEY HA5ELINE P.I. 5TA: 123+1354 N 8q057'5" H gq,gq' I N 8q°5l'5'�J 100.00' — SET IRON ROD E — — — — — — — — — — — — GAP LB 4644 EXI57IN6 R16HT OF WAY O N 1262944,6696 E 824848.6576 EP PROP05ED E/P (TYP) L=3926 I W R=25.00 N 8q057'5' H 14q.23' ( �t STA: 123+1352 OFFSET: 35.00 R + FOUND 4'X4" CONCRETE MOMJI- E 1+00 2+00 N :'+ 0.50 NO IDENTIFICATION ORANGE A DONSTRUGTION BASE INE e P6 I ~ N N 12629441 E 824883.6575 N 8q0575" H 148.96' O — �PROPO5ED EJP (T -M) O I N 8q°57'5" H 100.01' EX15TINO RIGHT OF WAY .LA 3 O N LU Z0 BIZ wl PRO. A=q0°1'43' L=3928 R=25.00 N 89°57'5" H 100.00' — I� PRO. EP N I A=q0°05' L=31.42 R=20.00 PRO. EP — d=q0°O'0' L=31.42 OR=20.00 SOI _ LL �b J W ;J mtnm �ry�o qa�zIn t� �lo S z I \—PRO. EP 786 055'22' H I� I� xN_ W 11 GRAPHIC SCALE 20 0 10 20 40 so ( IN FEET ) 1 inch = 20 ft. F 0850—bose.dvq , Title to all documents which bear the vaawN �{ copyright of Masteller & Moler, Inc. is vested ORANGE AVENUE HORIZONTAL GEOMETRY solely umentsMoreelprov ler ded for, the owner solely in DESIGNED s connection with this project. Any other use CHECKED LSI 0 n n r7 a nn O D or reuse of these documents or any I�uJ \`VJ�LV// I v�ul Iui,`�JI lL J`_--ul e p reproduction, display, sole or other disposition varE 7/15/200q of these documents by anyone is expressly prohibited without consent of Masteller & SCALE I''=20' Laver, Inc. pursuant to the Federal Copyright 0112V2010CITY OF SEBASTIAN SHEET OA I OP OA 4 FLORIDA ©2010, MASTELLER & MOLER, INC. GTEPHEN E. MOLER, P.E. FL #331c[3 + PROJECT NO.: 0550 ml &q°5�. H L 7.86' dJ m ai O �4 z ;r O O z \—PRO. EP 786 055'22' H I� I� xN_ W 11 GRAPHIC SCALE 20 0 10 20 40 so ( IN FEET ) 1 inch = 20 ft. F 0850—bose.dvq , Title to all documents which bear the vaawN �{ copyright of Masteller & Moler, Inc. is vested ORANGE AVENUE HORIZONTAL GEOMETRY solely umentsMoreelprov ler ded for, the owner solely in DESIGNED s connection with this project. Any other use CHECKED LSI 0 n n r7 a nn O D or reuse of these documents or any I�uJ \`VJ�LV// I v�ul Iui,`�JI lL J`_--ul e p reproduction, display, sole or other disposition varE 7/15/200q of these documents by anyone is expressly prohibited without consent of Masteller & SCALE I''=20' Laver, Inc. pursuant to the Federal Copyright 0112V2010CITY OF SEBASTIAN SHEET OA I OP OA 4 FLORIDA ©2010, MASTELLER & MOLER, INC. GTEPHEN E. MOLER, P.E. FL #331c[3 + PROJECT NO.: 0550 3 01/29/10 905 PLAN5 2. 10/16/09 60% PLANS I. 8/27/09 30% PLANS NO. DATE DESCRIPTION REVISIONS DRH/JMB DRH/JMB DRH/JMB DR/APP ORANGE AVE 7 M DATUM ELEV 16.00 N ,nry , _ri11 U� C!> ri It 11 N v M n �lu N N u �u 2 , to _w 1.21, A 0.539 —p.99515 24 1A14% 1.00% , 1 n \� DATUM ELEV 16.00 N O� U� C!> ((> m N v 0+00 MASTELLER & RWOLER CONSULTING ENCINEEIRS CERTIFICATE OF AUTHORIZATION #4204 INCS 1655 27th STREET - SUITE 2, VERO BEACH, FLORIDA 32960 (772) 567-5300 / FAX (772) 7q4-1106 CONSTRUCT 128 LF 60" CAP 0 0.05 1+00 ORANGE AVENUE SCALE. HORZ. 1 "=20' VERT. 1 "=2' Ov N N 2+00 N m N NOTE: DURING ALL PHASES OF GON5TRUCTION, 0ONTRAOTOR SHALL MAINTAIN DRAINAGE AT ALL POINTS 0850—base.dvq Title to all documents which bear the DRAWN DRH copyriqht of & Moler, Inc. is vested ler ORANGE AVENUE PLAN AND PROFILE solely in n M s elprovl� Mer,d to In •owners solely DESIGNED connection with this project. Any other use CHECKED 51=1"1 or reuse of these documents or any S ILr`_'J 0 �IYJALY// lJ L11L I� ILhVI IU�L{1 �;J e D reproduction, display, sole or other disposition vArE 7/15/200Ci of these documents by anyone is expressly prohibited without consent of Masteller & SCALE 1"=20' Laurer, Inc. pursuant to the Federal Copyright i �1 /2a/�Ql n CITY OF SEBASTIAN sHEEr(rP 2 of OA 4 FLORIDA @2010, MASTELLER & MOLER, INC. GTEPHEN E. I " IOLER, F.E. FL #33 I q3 PROJECT NO.: 0850 1+00 0+50 26 24 22 20 0+00 26 24 22 20 -40 -30_20 -10 STATION 0+00 SAS TELLER & SOLER, INC. 3 01/29/10 q0% PLANS DRH/JMB F 2. 10/16/0q 60% PLANS DRH/JMa >MCOMSULTINC ENQNEE23 /zig W%�, g-1/p� PLANS DRH/JMs - CERTIFICATE OF AUTHORIZATION #4204 NO. DATE DESCRIPTION DR/APP 1655 27tH STREET - SUITE 2, VERO BEACH, FLORIDA 32960 REVISIONS (772) 567-5300 / FAX (772) 794-1106 ORANGE AVENUE CROSS SECTION [P@Wq9[2M1K1119 E@&[D CITY OF SEBASTIAN 0850-bcbe.dvq ti 2+00 PRAWN DRH copyright of Mosteller & Moler, Inc. is vested ROW solely in Masteller & Moler, Inc. These DESIGNED SEM documents are provided to the owner solely n ROW connection with this project. Any other use CHECKED jr( or reuse of these documents or any _ DATE 71151200q of these documents by anyone is expressly prohibited without consent of Masteller & Moler, Inc. pursuant to the Federal Copyright 01/2Q/2010 SCALE NOTED Low. sHEEr0A 3 OF OA 4 FI-0121PA ©2010, MASTELLER & MOLE -12, INC. STEPHEN E. MOLER, P.E. FL #331-[3 PROJECT NO.- 0850 ■ 2.0' 182' I 182' 1 '?.O' .26 24 24 1 i � 1_._ ..... _.�.— __ _ .__... _... --.._.. _ _.. -...._..._.. ._ _ 22 i 20 t 20 1 18 , _._- ._ _ _. __ __ ......_ .._ .. _ _.._._ ...__. _ _�.._ __ _ ._ _ _ .. ---- -_. __.... _. �..._� __..._�- ..__ , .._ - __. _ ____�_—... _ 18 Q 1`# I -40 -30 -20 --to O 10 20 30 40 STATION 2+00 1+50 ROW ROW 26i- --- _ .--r-- --_--2�, _ .0'3.0" 24 23.01 _.._._.__._ - 3.01 = 2.0' I 12.0' 3.0' - 26 26 CROSS SECTION [P@Wq9[2M1K1119 E@&[D CITY OF SEBASTIAN 0850-bcbe.dvq ti Title to all documents which bear the PRAWN DRH copyright of Mosteller & Moler, Inc. is vested solely in Masteller & Moler, Inc. These DESIGNED SEM documents are provided to the owner solely n connection with this project. Any other use CHECKED jr( or reuse of these documents or any reproduction, display, sole or other disposition DATE 71151200q of these documents by anyone is expressly prohibited without consent of Masteller & Moler, Inc. pursuant to the Federal Copyright 01/2Q/2010 SCALE NOTED Low. sHEEr0A 3 OF OA 4 FI-0121PA ©2010, MASTELLER & MOLE -12, INC. STEPHEN E. MOLER, P.E. FL #331-[3 PROJECT NO.- 0850 ■ 3 0I/2c1/10 FLAN5 2. 10/16/09 60% PLAN5 I. 8/27/0cf 30% PLANS N0. DATE DESCRIPTION REVISIONS DRH/JMB DRH/JMB ORW-R-e DR/APP ', MASTELLER & I' CLER, INC. CONSUL TING ENGINEER S >MN CERTIFICATE OF AUTHORIZATION #4204 1655 27th STREET - SUITE 2, VE20 BEACH, FL -01210A 32960 (772) 567-5300 / FAX (772) 794-1106 GRAPHIC SCALE 20 p 10 20 40 80 - { IN FEET ) 1 inch = 20 ft. Title to all documents which bear the Inc. is °°F PAVEMENT MARKING AND SIGNING PLANS documentsMor copyriqht or e'o the c'owners solely vested �EB�T" provided connection vr<h this project. Any other use 0 Q D reproduction, o� these y, sole or t any ��- o• • � � re roductan, drs to sale or other disposition of these documents by anyone is expressly prohibited without consent o{ Mosteller & 77 CITY OF SEBASTIAN Moler, Inc. pursuant to the Federal Copyrght 01/2a/2010 Agt'8at l�l =� Lay. FLORIDA @21110, MASTELLER & MOLER, INC. STEPHEN E. MOLER, P.E. FL #331 q3 0850—bose.dwq f' DRH OA = 6' SOLID WHITE OK = 6" DOUBLE YELLOW I I I 'BEBA5TZAN HCHLANDS' = 8" 1 I = 6" SKIP YELLOW TYP (10'-30') © = 12' SOLID WHITE OM = 6' SKIP YELLOW TYP (6-109 OD = 18' 50LID WHITE O = 6' SKIP YELLOW TYP (2'-4') O = 24" SOLID WHITE © = RPM MONO—DIRECTIONAL WHITE/CLEAR Q (ORANGE AVE.( ; ® = RPM BI—DIRECTIONAL AMBEWAMBI_R . = 6' ', MASTELLER & I' CLER, INC. CONSUL TING ENGINEER S >MN CERTIFICATE OF AUTHORIZATION #4204 1655 27th STREET - SUITE 2, VE20 BEACH, FL -01210A 32960 (772) 567-5300 / FAX (772) 794-1106 GRAPHIC SCALE 20 p 10 20 40 80 - { IN FEET ) 1 inch = 20 ft. Title to all documents which bear the Inc. is °°F PAVEMENT MARKING AND SIGNING PLANS documentsMor copyriqht or e'o the c'owners solely vested �EB�T" provided connection vr<h this project. Any other use 0 Q D reproduction, o� these y, sole or t any ��- o• • � � re roductan, drs to sale or other disposition of these documents by anyone is expressly prohibited without consent o{ Mosteller & 77 CITY OF SEBASTIAN Moler, Inc. pursuant to the Federal Copyrght 01/2a/2010 Agt'8at l�l =� Lay. FLORIDA @21110, MASTELLER & MOLER, INC. STEPHEN E. MOLER, P.E. FL #331 q3 0850—bose.dwq f' DRH OA = 6' SOLID WHITE OK = 6" DOUBLE YELLOW © = 8" 1 ', MASTELLER & I' CLER, INC. CONSUL TING ENGINEER S >MN CERTIFICATE OF AUTHORIZATION #4204 1655 27th STREET - SUITE 2, VE20 BEACH, FL -01210A 32960 (772) 567-5300 / FAX (772) 794-1106 GRAPHIC SCALE 20 p 10 20 40 80 - { IN FEET ) 1 inch = 20 ft. Title to all documents which bear the Inc. is °°F PAVEMENT MARKING AND SIGNING PLANS documentsMor copyriqht or e'o the c'owners solely vested �EB�T" provided connection vr<h this project. Any other use 0 Q D reproduction, o� these y, sole or t any ��- o• • � � re roductan, drs to sale or other disposition of these documents by anyone is expressly prohibited without consent o{ Mosteller & 77 CITY OF SEBASTIAN Moler, Inc. pursuant to the Federal Copyrght 01/2a/2010 Agt'8at l�l =� Lay. FLORIDA @21110, MASTELLER & MOLER, INC. STEPHEN E. MOLER, P.E. FL #331 q3 0850—bose.dwq 5TRIPIN6 KEY DRH OA = 6' SOLID WHITE OK = 6" DOUBLE YELLOW © = 8" SOLID WHITE OL = 6" SKIP YELLOW TYP (10'-30') © = 12' SOLID WHITE OM = 6' SKIP YELLOW TYP (6-109 OD = 18' 50LID WHITE O = 6' SKIP YELLOW TYP (2'-4') O = 24" SOLID WHITE © = RPM MONO—DIRECTIONAL WHITE/CLEAR Q = 6' SKIP WHITE TYP (10'-30') ® = RPM BI—DIRECTIONAL AMBEWAMBI_R © = 6' SKIP WHITE TYP (6'-10') ® = PDP WHITE HO = 6' SKIP WHITE TYP (2-49 O = PDP YELLOW OI = 6' SOLID YELLOW O = RPM BI—DIRECTIONAL WHITE/RED JO = 18" SOLID YELLOW ', MASTELLER & I' CLER, INC. CONSUL TING ENGINEER S >MN CERTIFICATE OF AUTHORIZATION #4204 1655 27th STREET - SUITE 2, VE20 BEACH, FL -01210A 32960 (772) 567-5300 / FAX (772) 794-1106 GRAPHIC SCALE 20 p 10 20 40 80 - { IN FEET ) 1 inch = 20 ft. Title to all documents which bear the Inc. is °°F PAVEMENT MARKING AND SIGNING PLANS documentsMor copyriqht or e'o the c'owners solely vested �EB�T" provided connection vr<h this project. Any other use 0 Q D reproduction, o� these y, sole or t any ��- o• • � � re roductan, drs to sale or other disposition of these documents by anyone is expressly prohibited without consent o{ Mosteller & 77 CITY OF SEBASTIAN Moler, Inc. pursuant to the Federal Copyrght 01/2a/2010 Agt'8at l�l =� Lay. FLORIDA @21110, MASTELLER & MOLER, INC. STEPHEN E. MOLER, P.E. FL #331 q3 0850—bose.dwq DRAWN DRH DESIGNED C.71=M CHECKED 5E DATE 7/15/2009 SCALE 1'=20' sHEETOA 4 OF OA 4 PROJECT NO.: 0850 ti 3 01/211/10 X10% PLANS 2. 10/16/011 60% PLANS I. 8/27/011 30% PLANS NO. DATE W I i �;;o, toV SPEED LONIT- tz I I:::�'I I I I I I � I,'':�1 I •, � I I ( I• •'� STRIPING KEY r. 6" SOLID WHITE OK = 6` DOUBLE YELLOW 8' SOLID WHITE Q= 6' SKIP YELLOW TYP (10'-30') W11 = 6- SKIP YELLOW TYP (6'-107 V V I © = 12 SOLID WHITE " O = 6' SKIP YELLOW TYP (2'-47I8 SOLID WHITE GRAPHIC SCALE 24- SOLID WHITE = RPM MONO—DIRECTIONAL WHITE/GLEAR ^^ ^ 44n 80 DESCRIPTION REVISIONS DR/APP RAASTELLER & MOILER, IMC. CONSULTINC ENQNEERS CERTIFICATE OF AUTHORIZATION #4204 1655 27th STREET — SUITE 2, VERO BEACH, FLORIDA 321160 (772) 567-5300 / FAX (772) 7114-1106 0850—base.dvq Trtle to all documents which bear the ORAWN ORH copyright of Masteller & Moler, Inc. is vested A V E M E N T MARKING AND SIGNING PLANS d Icume is areeller prov ded toil the owners solely in°ESLD sly connection with this project. Any other use CHECKE° SEI" or reuse of these documents or any reproduction, display, sole or other drsposttion °ATE 7�15�200�j of these documents by anyone is expressly prohibrted without consent of Masteller & SCALE I"=20� TIAN Moler, Inc. pursuant to the Federal Copyrght 0112V2010CITY OF SEBASLow. SHEET s l OF s3 FLORIDA ©2010, MASTEILLER & MOLER, INC. 5TEI=HEN E. MOLER, F.E. FL #33I a3 PROJECT NO.: 0850 MACNETIC OA = b" SOLID WHITE OK = 6' DOUBLE YELLOW 5EM © = 8" 50LID WHITE OL = 6' 5KIP YELLOW TTP (10'-309 SHEET © = 12' SOLID WHITE O = b' 5KIP YELLOW TTP (6'-10') GRAPHIC SCALE OD = 18" 50LID WHITE 0 = 6" 5KIP YELLOW ri P (2'-4') OE = 24' SOLID WHITE © = RPM MONO -DIRECTIONAL WHITEIGLEAR 20 0 10 20 ao eu I '' O = 6' SKIP WHITE TYP (10'-30') ® = RPM BI-DIRECTIONAL AMBER/AMBER ' � ,YbyR :x = 6' SKIP WHITE TYP (6'-10') ® = FDP WHITE O = b" SKIP WHITE TYP (2'-4') Q = FDP YELLOW ( IN FEET) 1 inch = 20 ft. OI = 6' 50LID YELLOW O = RPM BI-DIRECTIONAL WHITE/RED JO = 18" SOLID YELLOW MSI MASTELLER & MOLER, INC. 3 0I/2cf/I0 qO% PLANS DRH/JMB 2. 10/16/OCI 60% PLANS DRH/JMB CONSULTING ENCINEERS I. 8/27/0q 30% PLANS DRH/JMB CERTIFICATE OF AUTHORIZATION #4204 NO. DATE VESCRIPTION VR/APP 1655 27th STREET - SUITE 2, VERO BEACH, FLORIDA 32860 REVI�ION� (772) 567-5300 / FAX (772) 7q4-1106 Title to all documents which bear the copyrght of Mosteller & Moler, Inc. is vested PAVEMENT MARKING AND SIGNING PLANS dolcume tsMareeller provded to thecowneresolely n connection with this project. Any other use P@W9n1UK9 ^0or reuse o{ these documents or ony Illi JJflll�jjj [/r�-\ reproduction, deploy, sole or other dfsposrtan �1 of these documents by anyone is expressly prohdbtted without consent of Mosteller & Moler, Inc. pursuant to the Federal Copyrpht 01/2Q/2010 CITY OF SEBASTIAN Law. FLORIDA @2010, MASTELLER & MOLE -R, INC. 5TEPHE1 `l E. I " I OLER, F.E. FL #33I cf3 J 0850—bose.&q DRAWN 0" DESIGNED 5EM CHECKED 5EM OME 7/15/200q SCALE I°=20' SHEET 32 OF 33 PROJECT NO.: 0550 SCHOOL SCHOOL SPEED SPEED dO0�iU4 cn LON07 2o ' �T zFUSM. , z j11I - j Z I � � _ Z k- • y. , > . r • ... rw, -• w . • - .. h � _r , � :.... a '! - - .r r .. a , M� • w. i i j ♦. t d 1• w w $ a n, cc 4 - - ` -- .,II,�. „1,111111 .II„.. „ ����� � ��� � 1 .1.111 O II II,I I�Iu ,II ,GI I .I III�V ILf� I ,...,., .. , v I I _ 1 1 - . _ ��.\. : , <� , ��. � _ z ,. , r ..,. . , ' W K 2 +04 28 OOr�. A .25+00 MM j♦ ,. L4W , . 111 IIII II LI .III .. V1 W _- ., 1 - ,, 1 A I I I II I L� I rl _. ,.. \ ...V... ,... .... i... -... uu uo lvuaa\\ a,w. `. if J n^ w•, yei, � ' CCLIU i `w � .,.` •a •verr : w • _ .. F".4.'M"�:. w �.... .. . .; { - ...�' l+ - •-'I •."�• •f` '.i- � - %'�:, 'rw �R'' .. e, - _. _R'R . •.. w •. r .. .�i. ._ { .. • _ f ! - •! _ W V _ _ENS Q SCHOOL ZONE Iv 5TRIPIN& KEY SPEED DD dU�104 Iv ® = Co- SOLID 1 HTE OK = 6" DOUBLE YELLOW ® = 8" 50LID WHITE OL = 6” SKIP YELLOW TYP (10'-309 g v MAGNETIC © = 12" SOLID WHITE © = 6" SKIP YELLOH TYP (6'-10') --- OD = 18" SOLID WHITE Q = 6" SKIP YELLOH TYP (2'-4') OE = 24" SOLID WHITE © = RPM MONO -DIRECTIONAL WHITE/6LEAR O = 6" SKIP WHITE TYP (10'-30') ® = RPM BI-DIRECTIONAL AMBER/AMBER© ,o 20 40 so, GRAPHIC SCALE = 6" SKIP WHITE TYP (6' -IO') ® = FDP WHITE 20 I . I o. 0 = 6" SKIP WHITE TYP (2'-4') 5 = FDP YELLOH wm. OI = 6" SOLID YELLOH O = RPM BI-DIRECTIONAL WHITE/RED JO = 16- SOLID YELLOW ( IN FEET ) 1 inch = 20 ft. I �. MASTELLER & 'OLER, INC. 3 01/2q/I0 g055 PLANS DRH/JMB 2. 1011610q 60% PLANS CONSULTING ENCINEERS I. 8/2_1/oq 30% PLANS DRH/JMB M CER7IFICAtE OF AUTHORIZATION #4204 NO. DATE DESCRIPTION DR/APP 1655 27tH STREET — SUITE 2, VERO BEACH, FLORIDA 32860 REVISIONS (772) 567-5300 / FAX (772) 784-1106 PAVEMENT MARKING AND SIGNING PLANS [P@V[�RMK9 K@&[D CITY OF SEBASTIAN FLORIDA Title to oil documents which bear the copyrght or Nosteller & Moler, Inc. is vested solely in Mosteller & Moler, Inc. These documents are provided to the owner solely in connection vrth this project. Any other use or reuse of these documents or any reproduction, drplay, sole or other drsposrtion of these documents by anyone is expressly prohbrted without consent of Nasteller & Moler, Inc. pursuant to the Federal Copyrght 012912010 Low. @2010, NASTELLER & MOLER, INC. STEFHEN E. MOLER, F.E. FL #331 cf3 0850-boe.&q DRAWN DRH DESIGNED �JEM CHECKED CJ- c—M DATE 7/15/00cl SCALE P=20 SHEET 33 OF 33 PROJECT NO.: 0550 C y 2 3 colw�of cF l� .. ccr,cretq� sack Anoroved 09 The, /Remove Portion Of I . A 12' stung 6rcJraoll Less Thm I' Belay Grads I 2-1/4' �y VIb' Cawele 2'-0" Epd 6dstng £rwiaall /2-1/4' EYE BOLT L. -A ,- SEE INDEX 201 _ 5v got Edd To IA cut roe Or sesng - Piaced�diess of Y B• �t • o►-� �- EYE BOLT To contour Ex Fps s" Dfre 11 o� Flo.+ r �� m SEE INDEX 201 SECTION AA LONGITUDINAL 5C-CTION Note, Goat for removal end dleoosal of oortbro of top and toe of existing ond4oll and cost of 8" concrete, ronforcing steel ad come tion df collar to Ue ncUded In the contfoct unit prioe for pV* culvert. I CONCRETE COLLAR FOR EXTENSION OF EXISTING PIPE CULVERTS 12' For Pipes 15• Ticv 24' PLAN Varies 24' For I" SO- And Lager wLL ' nl1,90M carnets 1. wee Concrete � - B'-4" in PLAN I i �� a2-1/4"II I== a-2-1/4" Note. For• renforcemad see e"l>tal �� OI 2 NLl 2-I/4' - (ATI sm") concrete BELL AND SPIEOT t JAL TONGUE d eROOVE to LU GRATE' p O2 - , DISSIMILAR JOINTS �� �--2' CLEAR I e f -EYE BOLT XLL 2 Bltunnous cooing Req,Med For' 0►r (AN Suitable BltamW ous material Q;n� O SEE INDEX 201 Z GRA Hoy ee Field oppl .. �_ LL - 0 O f2' CLEAR �O 20, (Y o e EYE BOLT bl 12" I RL I SEE INDEX 201 O O o I I I0 #4 BARS a 12• Ctrs. OI IO Glax - ca,crete-�� I ^"9�O�d steel , cangated �4 BARS o 12" Ctrs. AWnhum Or Gonvgated Pok�eM,ybro) vl 12° I 12' ! _ 2' CLEAR Note. Cost of cowwte and btiMInkove coating to be nchded In 0-0 �- U O cdract set pace for elMar new p" ar t inter ed End sectbn. SECTION L a A concrete Jacket Wham not be used to Jon. - - 2' CLEAR la) metol pipe t>f dleenWwr matxaMs fbJ flexble pipe ninon, the mntre,m cover nequtrod in RECOMMENDED MAXIMUM PIPE SIZE: acoordace HRh Index No. 205 cannot be obtained.SECTION D1551MILAR TYPES 2'-0" WALL.- 18' PIPE RECOMMENDED MAXIMUM PIPE SIZE: CONCRETE JACKET 3'-I" WALL- 24' PIPs 3'-I" WALL- 24' PIPE d 4'-I" WALL- 36" PIPE TYPE "C" INLET_ TYPE "D" INLET (FOR GONNECTIN6 D1551MILAR T'r'PE5 (N.T.S.) (N.T.S.) LANDSCAPED AREA 1 RADIUS 18° HIGH GONG. CURS O \ ¢ -I2" Std. /\// j b• BASE b" Min. y I b' SUBORADP le 1= 2 � i b• / J,.ATE ELEVATION "Note: When used on high side of roadways, the Gross slope of the Utter shall match the cross slope of the adjacent pavement NOTE, I SAH CUT CONSTRUCTION JOINT'THROUSH CURBING � t e thickness of the lip shall be b"; unless otherwise shown To FORM INCRBHENT NOT EXISA EDINS 25 LINEAL FEET. on plans. OMPRESSIVE I'EIR INVERT TYPE F 2. CONCRETE SHALL HAVE A MINIMUM C TYPE 'wF" CURB DETAILS STRENGTH OF 3,000 P.S.I. IN 2a DAYS. -WEIR wlDTli (N.T.S.- REFER TO FDOT INDEX 300) HEADER CURB SECTION 51Dt3 JALK ( N. T. S. ) \ -I/2' RADIUS EX15T. PAVING 18" HIGH CONG. CURB OVERLAP EX15T. BASE WITH PAVED PARKINO T'rFE "O" -MODIFIED A B(I+2) 12" PAVING MINIMUM GRATE: 23.80 23.80 j WEIR WIDTH: 42" 12" ANEW PAVING \\ //// 6' BASE HEIR ELEVATION: 23.20' 23.15' PIPE 51ZE: 24" GAP 24" GAP \ PIPE INVERT: 20.60 20.60 EX. BASE NEW BASE \\ENSU\ NOMI SAW GUT CONSTRUCTION JOINT THROUSH CURBING EX 5UB6RADE \\\\\\\\\\\ To FORM INCREMENT NOT EXCEEDING 25 LINEAL FEET. 2. CONCRETE SHALL HAVE A 215MINIMUMDAY COMPRESSIVE DISCHARGE CONTROL STRENGTH OF 3,000 P.S.I.8 .I. IN DAYS. SAW CUT/BUTT SIDEWALK/PAVING DETAIL STRUCTURES A & B(1.2) JOINT DETAIL(N.T.s.) (N.T.S.) (N.T.S.) REFERENCE D.O.T. INDEX 272 FOR QUANTITIES I- 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR EROSION CONTROL 3 0I/2OI/10 qO% PLANS i7RH/JM3 2. 10/I6/Oq 60% PLANS E)RH/JMB I. 8/27/Oq W% PLANS ORH/JMB NO. DATE DESCRIPTION PR/APP REVISIONS WITHIN BEST MANAGEMENT PRACTICES FOR THE DURATION OF THE PROJECT UNTIL SUCH TIME AS THE PROJECT HAS BEEN CERTIFIED AS F COMPLETE. `C 2. THE CONTRACTOR SHALL SEED de MULCH OR SOD ALL OPEN SPACE AREAS TO BE GRASSED IMMEDIATELY FOLLOWING FINAL GRADING AND COMPLETION OF ALL UNDERGROUND UTILITIES. -- I „ 3. SILT FENCES SHALL BE INSTALLED ALONG LIMITS OF O CONSTRUCTION. �- 4. SILT FENCES SHALL BE INSPECTED AFTER EACH RAINFALL AND 6" Min. REPAIRED IMMEDIATELY IF DAMAGED. 5. ALL SIDE SLOPES OF STORMWATER MANAGEMENT AREAS SHALL BE SODDED ON COMPLETION OF FINAL GRADING. "Note: When used on higqh side of roadways, the cross slope of the cutter shall mat6h the cross slope of the adjacent pavement Poet r lona 2• x 4• I optional Post Pae '��y- Prnc"a Poet Postim the thickness of the lip shall be 6", unless otherwise shown �•°,;,°� t� (in 31 F ranted 20* Toward Flog) On Ions. 193 U.18/FL Hill) ( W Max. I conformance Hy, V TYPE Fp Filter FC611i: TYPE "Fp CURB DETAILS 4 1 9e51�OT5pec�> k (N. T.S. - REFER TO FDOT INDEX 300) ri �IIt PIe� ELEVATION 5ECTION Note. sit Fewe to be paled for miler the contract unit price for Staked Sit Fence iLF). TYPE SILT FENCE EXIST. PAVING OVERLAP EXIST. BASE WITH 12" PAVING MINIMUM �- NEW PAVING O' - \ TArdNd ux ^�Ditch + 51Rattan t Fame blots. PrC,tectbn EX. BASE!�� ,l`A^\\\�\\ NEW BASE ENNNENE\ l7orat deploy h a mix nMat sit fences NAI act as a don across perrrar,er,t flowing sea EX. SUB6RADE NEW 5UBGRADE ~d d at a p a• 51t Pewee are be need at uplaa wcatlone and pNblcmy ba,+as useerm,e,•e bodice of NOW. SILT FENCE APPLICATIONS SAW CUT/BUTT SILT FENCE DETAIL (F.D.O.T. Index #102) JOINT DETAIL (N.T.S.) (N.T.S.) I MAS TELLER & MOLER, INC. CONSULTINC ENCINEERS MCERTIFICATE OF AUTHORIZATION #4204 1655 27th STREET - SUITE 2, VERO BEACH, FLORIDA 32860 (772) 567-5300 / FAX (772) 794-1106 4 5 6 2--li" 2'-I1• j g: 2 -II" 8"_ Inlet Elevation As Chown (o 4'-4' 6" A ( Inlet / On Plans >� 4'-3" tV Steel Grating, Seo Detail - � >� ( I [ Eye SOIL j 1 i I j 4' SPACE B B �.t See index 201 1--T Ck I / Id LL SODS c x 2" Clear v 2' Gle a .i -y A� TOP VIEW (Without erste) I . PLAN 4• TfIK. SECTION BB SEGTION AA RECOMMENDED MAXIMUM PIPE SIZES INLET INSIDE WiDTH PIPE 51ZE e Z-41• 24• 4'-3" O. to O. I�b• i Y� \ �A% Note: Recommended sizes are for concrete pipe. " Il FF ----11 ��---- ' sizes for other ties of pipe must be (5 Required) - I I I I I Inlet vertfted for fit in accordance with index n I _� No. 201. For larger pipe see bottom �` / ` J ` / I'll, / C / C / 5EGTION detail right and Index No. 200. Theoretical utter u,e ¢inlet OPTIONAL BAR 5PAG I NO 1.6' b' 2=1' Lip O.E butter • - I I I ENERGY DISSIP ATOR =- 3 6. DETAIL IBari•�•x 5' (4 Required) (N. T. S) SECTION DD SECTION CG" _ L 5 x 3 x 5' eater Tronkion V-4* 5' eater Transition : To Be Paid For Pe Shoulder eater To Be Paid For As Inlet To Be Paid For As Shoulder butter " t Refer To Index W. 231 For Held Details And 24" 24" Sectku. c0 .: Back Of inlet` - 7012 ENKMAT ROLL Irlternledlate ac" EROSION CONTROL LINING Main Bars iB=k Of Curb STEEL GRATE \/ 3" \ TWO REQUIRED PER INLET ` / • , \,,\ TOP OF BANK I 'I offset- 4 ~`i Grate Main Bars 5' x # ELEVATION VARIES 5" Steel # I Intermediate Bars 14 ex# Rettculine Bars I x JW .(-LIP of eater Steel Grate : Manufactured Borden, Florida Steel, U.S. Foundryf D / / / / /�J / / / / / �` / / /pa`r�!�'�✓ / / Irving, Reliance, 6�reulich (Or Equal). `� z Station, Offset, and Elevation From TMs Point SHOULDER GUTTER TRANSITION GENERAL NOTES I. This inlet Is designed for village swales, ditches, or other areas subject to Or 2'_11'_0 4'-0' Or ZAP heavy wheel loads, minimum debris and subject to pedestrian and/or 8' bicycle traffic. 2. When alternate "6" grate is specified In plans, the grate 1s to be hot dipped galvanized after fabrication. NOTE -5 -CANAL BANK TO BE SEEDED BEFORE THE INSTALLATION OF THE 3. Reinforcing - No. 4 bars at 12" Ctrs. both ways. Gut or bend bars out of way of pipe EROSION CONTROL MAT. to clear pipe 11. V-0. (9w) V-6"(Std) -7012 ENKMAT EROSION CONTROL MATTING TO BE INSTALLED PER ulless Otherwise b }�• or 4-0' 8� 4. All exposed edges and corners shall be tooled to radius. MANUFACTURER'S SPECIFICATIONS (AZKO INDUSTRIAL SYSTEMS CO). Slarm In Film Unless otharwl- Show" On Plans 5. Recomended maximum pipe sizes shown are for concrete pipe. -TURBIDITY BARRIERS SHALL BE INSTALLED ON THE DOWNSTREAM SIDE 6. For supplementary details see Index No. 201. OF THE EXCAVATION, AND SHALL REMAIN IN PLACE UNTIL CONSTRUCTION 15 COMPLETED, ALL SOILS ARE STABILIZED AND VEGETATION 15 ESTABLISHED. NOi5 Alt. S Structure Bottom only. see Index No. 200 INLET WITH STRUCTURE' BOTTOM TYPE •V" INLET DETAIL W/ MIAMI CURB TRANSITION. (N.T.S.) DITCH LINING DETAIL NTS � I Sed -1-1 1 r r -I I Beveled 0,Re"rN Corners Consiriztion Jo'nh P-;ff d ------- -- 111 - 1 EE (` i STAPLE 500 ALL--,, nT D157UP13ED AREAS �\ eEw_m OR rzcuNo® - iii CONCRETE BLAB. e' OR 5 112• TBC.K FEINPORGt3J WITH WYF b.& HIA "A Fmtener./ � I I TOP VIEW - SIN 64..E PIPE STORM PIPE Concrete Stab. 3' Tniok. Releorped Witn_� //ttom� �,,���p WWF &6-WIAW1.4 tY IAI'IL 1 LIt VARIES) TOP VIEW - SINGLE PIPE pCp • SLOPE . 4.1 MITER , TO G PIPE FOR PIPES IH" AND SMALLER _ - INVERT r ER \ \ \ \ \ 21 FOR PIPES 24• AND LARGER PLANS 3" OR 5 1/2' Q 2:1 MITER : TO G PIPE r-oR PIPES 18' AND SMALLER S-/ y 2'say - - - - PLANS 41j DEE O 1=1 FOR PIPES 24"A":> LAR6ER.OLITSIVE - S�n+edei�s �?e6 � PIPE FOR 5 1,12' SLAB G A c � r.4X 5' `' ` D A CANAL BANK13 14. (\ w CONNECTORc\ oncrete` _ Connecror \ Conefrudlon Jafnfe PemeUfed \ JJJ / Pipe 7 \ pl �eoNCRErFJ i ^ ` , / �� Sade e a� orrcb c.me jjjj PIPE Not Leas Then e SADDL .D � Na Pipe Jelin NOT LESS 6" 5' I Unteee Approved By The Engfneer E 6' / 2' 4 B ' THAN D E Paid Fa' AA Pipe Culvert j' + _1 FfPirr. To qe-lnpNded UMer Unit Prtne For Mitered End Section) NO PIPE .101NT PBI. "TTM - *slope, /\ UNLE% APPROVED BY THE E1,461NE132 SECTION To i Pipe For P/pea l8" And Snaller 1,2 For Pipes P4' And ldMq - - P (PIPE TO HE IWLUDt37 UNDER LNIT PRICE GOR MITA END '.ICL- TION) 5EGTION PAID FOR A5 PIPE cULVERT - - - STORM PIPE STUB -OUT MITERED END INTO CANAL BANK SECTION DETAIL MITERED END (F.D.O.T. index #272) SECTION DETAIL (N.T.S.) (F.D.O.T. Index #273) (N. T. S.) 0850-boe dvq I Title to all documents which bear the DRAWN VRH CONSTRUCTION DETAILS copyright of Hosteller & Moler, Inc. is vested solely n Masteller & Moler, Inc. These DESIGNED-rjEjrj documents are provided to the owner solely In connection with this project. Any other use " CHECKED Cori P@MEMUMP re reuse of these documents or any Q (/1A-\ p reproduction, display, sole or other disposition DArE 7/15/200GI u of these documents by anyone is expressly prohibited without consent of Masteller & Scale N/A Ler, Inc. pursuant to the Federal Copyrght .�0 0112a12010 CITY OF SEBASTIAN o� SHEET CSI OF c02 FLORIDA ©2010, MASTELLER & MOLER, INC. STEPHEN E. MOLER, P.E. FL #331 a3 PROJECT NO.: 0S50 U, [a C 3 0I/2cf/10 q0% PLANS = y 2. 10/16/0q 60% PLANS I. 8/27/0G 30% PLANS NO. DATE DESCRIPTION REVISIONS DRH/JMB DRH/JMB DRH/JMB DR/APP SEE NOTE #1 BELOW SEE NOTE #2 BELOW ////// 6x6 -2.1W x 2.1W WWF OR FIBER - REINFORCED CONCRETE 6" STABILIZED MnUB6RADE GOMPAGTED TO DENSITY PER AA5HT0 T-180 EXTENDING AT LEA5T 6" BEYOND THE SIDEWALK ON EACH 51DE. NOTES: 1. UNLESS OTHERWISE NOTED ALL CONCRETE USED SHALL HAVE A REQUIRED MINIMUM COMPRESSIVE STRENGTH OF 3.000 P.S.I. IN 28 DAYS. 2. SIDEWALK TO BE 4" THICKNESS STANDARD AND 6" THICKNESS WERE NOTED ON PLANS 3. PROVIDE JOINTS EVERY 5' AND AT ALL P.C.'s & P.T.'s AT CURVED SECTIONS SIDEWALK DETAIL (N. T. S.) I'-6" ,6'-0'lMoxNOTE: NPS = Nomincl Plpe Size J�EquslPane/s Post _ ALUMINUM PIPE GUIDERAIL NOTES Aluminum Rails &Posts 2' NPS Pedestrian Ratl SpacIngs GENERAL SPECIFICATIONS: AdditionalRoll For � Post fTypJ (Bicycle Rall Spacings) The Deportment of Transportation 'Standard Specifications for Rood and Bridge B/cyc/eFacilities - Schedule 40 or 2112'0 x -Xs'Varies fl' -0' NInJ Construction'. ' Wall Round Tube (TypJ (TypJ d/doral Rol/For DESIGN LIVE LOADSt I. Bleycle Facilities The Pedestrian Gufderoll was tested the FDOT Structural Research Center and found to resist Rall Exponston by Joint (TypJ 'a " - on equivalent Service Load/ng of 50 lbs/ft acting simultaneously In the transverse and vertical -------------- -- - See Detall 'C' . direction when applied at the height of the Top Roll. PAYMENT: i i Alum/num Rolls & - 4 - 4 r ---� 1 - Posts - 2" NPS Gulderall shall be paid for under the contract unit price for Pipe Gulderall rAluminuml, IF (Item No. e c ' 9 � I I o o ScA. 40 or 515-I-2). Payment for the Gulderall will be plan quantity measured as the length o/ong the center to c Q l See Detail 'B" (Typ e G c I e 212.0 x J/s' wall line of the top rail, and Includes rolls, posts, pickets, roll splice assembly, base plates, anchor bolts, Round Tube fTypJ nuts, washers and all Incldentol moterlais and labor required to complete Installation of the Gulderall. c� I cn APPLICABILITY NOTE TO DESIGNER: ! • 1 v�This Gulderall Is not applicable for shielding drop-off hazards for vehicular troffic. This Gulderall See Detail 'A' is applicable for mounting on walls and other roadway structures subject to pedestrian or b2ycle Rail expansion Joints to be o, - I `� use where drop-off hazards do rot exceed 2'-6". Also applicable for select uses on sidewalks, Retaining Wall or Thickened located !n panel abave structure _ Slope (away from $ a plea ff1 within service cress sed similar locations where foundation support pled sncroroge are adequate or CL Edge of Sidewalk expansion joints (TypJ Q. dropoff) can M provided. For drop-off hazards exceeding 2'-6", Pedestrlon/Blcycle Rallings for customary appr rolling are designed In Index No's. 850 n nee For unusual t site conditions e o sitetionspecific rolling /s to be designed by the responsible engineer. Refer to the FDOT Pions Preporaflon Top of Manual (Volume L, Chapters 4 & 8 for the definition of vehicular, pedestrian and bicyclist Sldewdlk "` 9+ I Min, from free and of concrete, 'drop-off hazards". Ground Line STRUCTURE EXPANSION JOINTS NOTE: � �n 4' Sidewalk �,e ADA REQUIREMENTS:construction & expansion Joints (TypJ s Keyed construction Joints In Index iThickened EdThe Gulderoll sluwn on this drawing does rot conform with the requirements of the Americons ELEVATION No. 520 Gravity Wal/ are not considered o -9•- I Varies (3'; 0' Mtn.) with Disabilities Act (ADA) for ramps steeper than o 5% grode or stairways. to be expansion Joints. \� . - ALTERNATE DESIGN: Monufacturers seeking approval of proprletory railing systems for inclusion on the Qualified Products 6" 6' 8. TYPICAL SECTION THRU RAILING List as pre -approved alternate designs must submit application along with design documentation (Sidewalk Shown, Refalnifg Wall Similar) showing Me proprietary ralling system is designed to meet the geometric requirements specified 3' 3' Expansion Joint herein, provides a minimum 50 year design life and that deflections due to the Design Live Loads (V8' max. - Field Splice) 64 •_ 23314' 23314'. _P/4 • do not exceed 1%2' a1 mldspan of the top roll for the Pedestrian Gulderall and 2'/z" of mldspon Roi/Secflon Ill,Rai/Section I III TOP Roll - - of the top roll for the Bicycle Gulderall. All fixed Joints ore to be either welded or commercloly designed fixed Joint systems. Each field section of ralling must be Identified with a permanently 8' x 6' x V2* Q affixed label with the manufacturer's name and the FOOT QPL approval number. Lobes must be a maxlmumof IV2' IV 3° and located of the Mss of a past within the field section. Project specific g} Jam\ shop drawings are required for QPL approved railings, see Shop Drawings rote. V4' 0 x 'Aluminum Set J Round over Mth — Alumhum Sleeve f Gulderall PIPE RAIL/NG & POSTS: Screw (Underside of Ra", ends of rolls Vs' Member +'� _ _ CJP Structural Tube and Pipe shall be In accordance with ASTM B221 or ASTM B429, Alloy 6051-T6. Er4 fTypJ `D Panel 90' Bends and corner bends with a maximum 4'-0' post spacing, may be Alloy 6063-T6. Posts Sleeve Member Sizes: %s• 0 Holes M Bottom Rail orshall 2'/2' 0 x 3/s wall Tube Rail - 2. 0 X -6' wall Tube Sleeve for Anchor Middle Roll (Bicycle BASE PLATEt /toted and Installed plumb, t l" tolerance when measured 3'-6' above the foundation. 2' NPS Sch. 40 Pipe Roll - %312' NPS Sch. 40 Pipe Sleeve Bolts (TypJ Post Facilities) Post Base plot& shall be In accordance with ASTM B209, Alloy 6061-T6. DETAIL "C" - EXPANSION JOINT DETAIL "D" SHIM PLATESt (FIELD SPLICE SIMILAR) BASE PLATE DETAIL b ( 4 Shim plates shall be In accordance with ASTM 8209, Alloy 6061-T6 and chases used for foundation accordance elevation adjustments greater than /4' or localized irregularities greater than Vs'• Field trim shim Gulderall & Anchor Bolts fL Guiders!/& Anchor Bolts plates when necessary to match foundation contours. Beveled shim plates may be used /n lieu of trimmed flat shim plates shown. Vq' Thick Resilient Post CJP CJP ANCHOR BOLTS, NUTS &WASHERS. &" Thick Resilient Posf or Neoprene Pad Galvanized Anchor Bolts shall be in accordance with ASTM F/554 Grade 36, Galvanized Nuts shall be or Neoprene Pad , Galvanized Hex Nut aha Washer T\`In accordance with ASTM A563 or ASTM A194 and Galvanized Washers shall be In accordance with Galvanized Hex Nut oho Washer n - - ASTM F436. After the huts hue been tightened, the anchor bait threads stall be distorted or the Bose Plate (See Defoil I)'1 nuts and bolts spot welded and cooled with a galvanizing compound In accordance with the Base Plate (Sec D(as re 7 N with Shim Plates (os r*q'd.) DETAIL "B" CA with Shim Plates (as req'dJ RAIL TO POST CONNECTIONS Specifications. RESILIENT PADS OR NEOPRENE PADS. Resilient or Neoprene s shall be In accordance with S eclflcatfon Section 932 except that testi - E • - •' • . _.6.: •: Back face of Relnf. -Ped P , eP ng 'a ? °'•�••v.. ° _ Concrete Retaining 4" - of the finished pods will rofbe required. Neoprene pads shall be duramefer hardness 60 or 70. •••• ` _ JOINTS: ` .•s'•� wall - Unrelnforced Concrete m $ , 314 3V4'- All fixed joints are to be either welded oll around and ground smooth or commercially designed o gu _•i::•:_• °�� , Sidewalk with Thickened en I \ \ fixed Joint systems (soldered, brazed, fused, bonded or shrink fitted) approved by the Engineer. a - Edge I`/312'I3V2I Varies Ve• R Mechanical joints other than expansion joints are rot permitted unless approved by the Engineer. Min. Min. Pasts 11111 be connected to the base plate by welding only. Field splices similar to the expansion 6' 9' Min. Width of Structure Joint decal/ may be approved by the Engineer to facilitate shipping aid handling, but rails must be at 6' Embedment Depth continuous across a minlmum of two posts. Expansion Joints shall be spaced of o maximum of 30'-0'. WELDING. CONCRETE SIDEWALK MOUNTED RETAINING WALL MOUNTED Phi s All welding shall be In accordance with the American Welding Society Structural Welding Code (Aluminum)ANSI/AWS DI2 (current edlt/on). Filler metal sholl be either ER5163, ER5356 or ER5556. #* 2 - I' 0 x 8' Steel Anchors: Galvanized Steel Bolts (As Shown)(CIP)t Galvanized U -Bolls Permitted (CIP); Nondestructive testing of the welds shall not be required. Galvanized Adhesive Anchors Permitted (***)t Expansion Anchors Not Permitted. SHOP DRAWINGS: *-** Adhesive anchors shall be fully threaded headless anchor bolts set In drilled holes (manufacturer recommended diameter) SHIM PLATE DETAIL Complete details addressing project specific geometry (line & grade) showing post and expansion Joint with an Adhesive Bonding Material System In accordance with Speclflcotlon 416 and 937. The minimum embedment Is 6'. locations must be submitted by the Contractor for the Engineer's approval prior to fabrication of DETAIL "A" the Gulderall. Shap drawings sholl be in accordance with the Specifications. ALUMINUM PIPE GUIDERAIL (F.D.O.T. Index #870) "AS TELLER & MOLER, INC. _ CONSULTING ENGINEERS CERTIFICATE OF AUTHORIZATION #4204 1655 27th STREET - SUiTE 2, VERO BEACH, FLORIDA 32860 (772) 567-5300 / FAX (772) 7g4-1106 0.2• r/- oti02• ?4M. QI Dome mmNlloem*hall be o50anm OF 65% OP the boss of the dlaTWW. TRUNCATED DOh1E Ib• Mln. VARIES L2' 224y On Rano That .4 e P &,174 xltcvl a Wkh TBhde GMu-rLb L.mWe.�The DDane PtfaotnteOrnP Edge oP Detec TT rn�el. Ove The�Dome P1eattern Shall Be nin9 ImLt�e r��y, Tho Wxtkal. 0 Travel To The Exterrt Dtrocit 0000 ll O 0 0TfUnLated Dame 0000 O O O O PLAN VIEW Base -to -base spacing shall be Obs' minimum between domes. All Sidewalk Curb Ramps Shall Have Detectable Warning Surface That Extend The Full Width Of The Ramp And In The Direction Of Travel 24" From The Back Of Curb. CURB RAMP DETECTABLE WARNING DETAIL Yellow Edge Line f „ BA510 COLOR RULE White lines separate flows in the Dotted Line ( Turnin Guide Line) some direction Yellow lines separate flows in the opposite 1 ' 13 ' 13 ' I �1 � , � , I direction Yellow dotted lines may 2 4'12'1 4 2' 4 2 4 2 4112'1 4 2 write be used ins ecial cases Two -Lane Passing Prohibited (Yellow)_ 0 c _ 4e Double Solid Yellow (Or White) -T4" 6,. ■.... ' -T Broken White® a heti � "�10•-r-1O,..+. 301-+--10•i--301-1- I®0-1 �M Broken Yellow Center Line u I®_ 50,-1-10,1- 30' I=.,— Ye l to � solid White Edge Line Or Lane Line t 5olld White Chonnelizing Line t iii iw ufua r� i Extension Of Edge Line Through Cross -Over Area 13 10 loll® loll® M io'Iola to+a � " White Or Yellow TYPES OF PERMANENT LONGITUDINAL LINES (N. T. S.) FDOT INDEX 17346 Raised \ Bi -Directional Amber Bl -Directional All TYPICAL PAVEMENT MARKERS (N.r s.) voor rNoex 173s2 CONSTRUCTION DETAILS p0�7C�G3d�aC� G30L,1D CITY OF SEBASTIAN 1 o - 1 d- Ilft-41 DIMENSIONS ARE + OR - I". DIMENSIONS ARE + OR - 111 . Right Turn Arrow To Be Reverse NOTE Hhen arrow and pavement message are used together, the arrow shall be located down stream of the pavement message and shall be seperated from the pavement message by a distance of 25' (Base of the arrow to the base of the message). PAVEMENT ARROW AND MESSAGE DETAILS (N. T. S.) FDOT INDEX 17346 1 Alm 12" White Not less than 2' full height curb on either side of a diagonal ramp +� to be Included within crosswalk i 21 12" Whit Not Less Than 2 Full Height Curb Between Ro s Not Less Than 4'- 2- Mite '2 White 12" White TYPICAL CROSSWALK MARKINGS FOR CURB CUT RAMPS (N. T. S.) FDOT INDEX 17358 v. ,I- Edge of PavemerYL. �— - Travelwa Edge Lin Curb Genterlin Gutter_� ,n Gutter r ry211 (if 14pplicable) , Edge Lin Edge of Pavement PLACEMENT OF EDGE LINES { 0850—boee.dvq Title to all documents which bear the D2AWN ORH copyright of Masteller & Moler, Inc. is vested solely in Masteller & Moler, Inc. These DESIGNED e5EM documents are provided to the owner solely in connection with this project. Any other use CHECKED 15EM or reuse of these documents or any reproduction, display, sale or other disposition DATE 7/15/2004 of these documents by anyone is expressly prohiked without consent of Masteller & SCALE N/A Moler, _Inc. pursuant to the Federal Copyright 01/2cf/2010 Lay. .{`�, d.{ sp-ET CO2 m CD2 FLORIDA ©2010, MASTELLER & MOLER, INC. STEPHEN E. MOLER, F.E. FL ✓✓I -1✓ P20JECT NO.: oe6o J