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Home My WebLink About2017 02 (Feb) Restroom Facility Design Plans for Bidding Only (Box 31 #2)Key West Location Map Volusia County Project Location Cl TY COUNCIL BOB MCPARTLAN, MAYOR ADREA B. COY, VICE—MAYOR ED DODD, COUNCIL MEMBER JIM HILL, COUNCIL MEMBER LINDA KINCHEN, COUNCIL MEMBER Cl TY MANAGER JOE GRIFFIN Cl TY CLERK JEANETTE WILLIAMS, MMC CITY ENGINEER FRANK WATANABE, P.E. GOVERNING STANDARDS AND SPECIFICATIONS CITY OF SEBASTIAN CODE OF ORDINANCES, FLORIDA DEPARTMENT OF TRANSPORTATION., DESIGN STANDARDS DATED 2016, AND STANDARD SPECIFICATIONS FOR . ROAD AND BRIDGE " CONSTRUCTION DATED 2015, AS AMENDED BY CONTRACT DOCUMENTS AND SUPPLEMENTED BY THE CITY SPECIFICATIONS. IN CASE OF A CONFLICT, THE CONTRACTOR SHALL ABIDE BY THE CITY'S SPECIFICATIONS. ii CITY SMAs ` W A. ERFRO N T PA R�!iC6, PLANS PREPARED B Y.• e.. ani"Ier T4 95 E. MITCHELL HAMMOCK ROAD Ass o c i at e s, Inc. SUITE 200 OVIEDO, FL 32765 Consulting Engineers tel: (407) 380-1919 fax: (407) 380-1830 web: www.hoyetanner.com NO PORTION OF THESE DOCUMENTS MAY BE REPRODUCED WITHOUT THE WRITTEN CONSENT OF HOYLE, TANNER & ASSOCIATES, INC. S CITYOFSEBA IAN BID No. TBD H OYLE, TAN N EH .1J B N o. 859602 RUARY 2017 '�ti�r..i�.1il VIII 1.11111111 III III III Ill.illi.l W�..�Y.Wi11�iG_ iii Yllldll II Ilii Ir III III VIII '--" DESGN PLANS FORBIDDING ONLY ilii uu i ul uum nl uYlYYirlrrrilrrrlYO�Ift .. �.YIAYIP.WIWrrrir�Wn - IYYlill I�IItiY�.l..irl. - - ii i i ri��.aYlilififillli i II II I I I I I 1 II �� J .,g', ;ilk,. •• I C •• ' w, *' N •a• 4. DEMOLITION PLAN 5. EROSION CONTROL PLAN AND DETAILS 6. TYPICAL PAVEMENT SECTIONS AND DETAILS 7. PAVEMENT GEOMETRY PLAN AND DATA 8. GRADING AND DRAINAGE PLAN 9. DRAINAGE DETAILS ,I. 10. WATER AND SEWER CONNECTION PLAN I , 11. WATER AND SEWER DETAILS 12. GRINDING PUMP STATION DETAILS 13. MARKING AND SIGNING PLAN AND DETAILS 14. LANDSCAPE AND IRRIGATION PLAN 15. WALKWAY DETAILS AND NOTES ARCHITECTURAL PLANS: I' C1 BUILDING CODE DATA SP1 SPECIFICATIONS SP2 SPECIFICATIONS ADA1 ADA GUIDELINES Al FLOOR PLANS REFLECTED CEILING PLANS LIFE SAFETY PLANS DOOR SCHEDULE AND DETAILS A2 EXTERIOR ELEVATIONS A3 INTERIOR ELEVATIONS A4 BUILDING SECTION I S1 FOUNDATION FOUNDATION DETAILS ;I M0.1 MECHANICAL LEGEND f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a 15. ANY NGVD-29 MONUMENT WITHIN THE LIMITS OF CONSTRUCTION IS TO BE PROTECTED. IF IN DANGER OF DAMAGE, THE CONTRACTOR SHOULD NOTIFY THE FLORIDA DEPARTMENT OF NATURAL RESOURCES, BUREAU OF SURVEY AND MAPPING, 3900 COMMONWEALTH BLVD., SUITE 309, TALLAHASSEE, FLORIDA 32399. TELEPHONE 904-488-2427 16. ANY PUBLIC LAND CORNER WITHIN THE LIMITS OF CONSTRUCTION IS TO BE PROTECTED. IF A CORNER MONUMENT IS IN DANGER OF BEING DESTROYED AND HAS NOT BEEN PROPERLY REFERENCED, THE CONTRACTOR SHOULD NOTIFY THE ENGINEERING INSPECTOR BY TELEPHONE WITHOUT DELAY. 17. ALL AREAS DISTURBED BY CONSTRUCTION ACTIVITIES SHALL BE SODDED UNLESS OTHERWISE SHOWN IN THE PLANS. 18. ELEVATIONS CALLED OUT ON THE PLAN SHEETS ARE FOR THE EDGE OF PAVEMENT, NOT THE TOP OF THE CURB. 19. SIGNING AND PAVEMENT MARKINGS ARE TO BE REPLACED IN ACCORDANCE WITH MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, LATEST PUBLISHED EDITION. 20. ALL PROPOSED SIGNS SHALL BE DECORATIVE STYLE DESIGNATED BY THE CITY OF SEBASTIAN. 21. THERMOPLASTIC PAVEMENT MARKINGS SHALL NOT BE INSTALLED UNTIL THE FINAL ASPHALT SURFACE HAS CURED FOR 30 DAYS. TEMPORARY PAINT PAVEMENT MARKINGS SHALL BE INSTALLED DURING CURING PERIOD. 22. THE CONTRACTOR IS RESPONSIBLE FOR ALL COSTS OF ALL TESTINGS BY AN INDEPENDENT GEOTECHNICAL SOILS AND MATERIALS TESTING LABORATORY. THE COST OF ALL TESTINGS REQUIRED BY THESE PLANS AND SPECIFICATIONS SHALL BE INCLUDED WITH THE LUMP SUM BID AND NO ADDITIONAL COMPENSATION SHALL BE MADE BY THE CITY. 23. UNLESS OTHERWISE SHOWN, THE CONTRACTOR SHALL REPLACE ALL PAVING, SODDING, STABILIZED EARTH, LANDSCAPING, DRIVEWAYS, SIDEWALKS, IRRIGATION SYSTEMS, UNDERGROUND PIPING, ETC. LOCATED WITHIN AND OUTSIDE THE CONSTRUCTION LIMIT LINE DISTURBED OR DAMAGED BY THE CONSTRUCTION. THE CONTRACTOR SHALL REPLACE WITH EQUAL MATERIAL OR AS DIRECTED BY THE ENGINEER. 24. COMPLETE RECORD DRAWINGS, CONFORMING TO THE CITY OF SEBASTIAN STANDARDS, SHALL BE COMPILED DURING CONSTRUCTION FOR PERIODIC REVIEW. FINAL RECORD DRAWINGS, CERTIFIED BY A FLORIDA LICENSED SURVEYOR, SHALL BE SUBMITTED TO THE ENGINEER IN DIGITAL FORMAT PRIOR TO FINAL INSPECTION AND ACCEPTANCE ON ANY PART OF THE PROJECT. 25. LOCATIONS AND DIMENSIONS OF EXISTING RIGHT-OF-WAY AND EASEMENTS ARE BASED ON BEST AVAILABLE INFORMATION. THE CONTRACTOR SHALL VERIFY THE LIMITS OF THE RIGHT-OF-WAY AND EASEMENTS IN ORDER TO•AVOID ENCROACHMENTS. 26. THE CONTRACTOR SHALL NOTIFY FIBER OPTIC COMPANIES SEVEN (7) DAYS PRIOR TO ANY CONSTRUCTION. EXTREME CAUTION SHALL BE EXERCISED IN AREAS OF FIBER OPTICS. 27. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPLACING DAMAGED CURBS, ASPHALT, LANDSCAPING, DRIVEWAYS, AND ANY TEMPORARY REPAIRS OF OPEN CUTS. THESE ITEMS SHALL BE PAID UNDER GENERAL REQUIREMENTS. EROSION CONTROL/WATER QUALITY NOTES: 1. EROSION CONTROL AND SEDIMENTATION CONTROL DEVICES SHALL BE IN PLACE PRIOR TO BEGINNING ANY CONSTRUCTION. THEY SHALL BE INSTALLED, AT A MINIMUM, TO THE LIMITS SHOWN IN THE DRAWING, AS REQUIRED IN THE SPECIFICATIONS AND IN ACCORDANCE WITH ALL REGULATORY AGENCY REQUIREMENTS. THE COST TO THE CONTRACTOR FOR ALL EROSION AND SEDIMENTATION CONTROL IS INCLUDED IN THE LUMP SUM BID AND NO ADDITIONAL COMPENSATION SHALL BE MADE BY THE CITY. 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTENANCE OF ALL TEMPORARY EROSION CONTROL FEATURES. 3. THE CONTRACTOR IS TO PROVIDE EROSION/SEDIMENTATION CONTROL TO PREVENT SILTATION OF ADJACENT PROPERTY, STREETS, STORM SEWERS, AND WATER WAYS. IN ADDITION, THE CONTRACTOR SHALL PLACE STRAW, MULCH, OR OTHER SUITABLE MATERIAL ON GROUND ON AREAS WHERE CONSTRUCTION -RELATED TRAFFIC IS TO ENTER AND EXIT THE SITE. IF, IN THE OPINION OF THE ENGINEER AND/OR LOCAL AUTHORITIES, EXCESSIVE QUANTITIES OF EARTH ARE TRANSPORTED OFF-SITE EITHER BY NATURAL DRAINAGE OR VEHICULAR TRAFFIC, THE CONTRACTOR IS TO REMOVE AND CLEAN SAID EARTH TO THE SATISFACTION OF THE ENGINEER AND/OR AUTHORITIES. AN EROSION CONTROL BARRIER SHALL BE ESTABLISHED AS SITE CLEARING PROCEEDS AND MAINTAINED UNTIL SUCH TIME AS VEGETATION OR OTHER CONTROLS BECOME EFFECTIVE. 4. EXISTING DRAINAGE PATTERNS AND CAPACITIES ARE TO BE PROTECTED AND MAINTAINED DURING CONSTRUCTION TO ELIMINATE FLOODING AND PONDING WATER ON PRIVATE PROPERTY. THE CONTRACTOR IS TO PROVIDE TEMPORARY DRAINAGE MEASURES AS REQUIRED TO MEET THIS REQUIREMENT. 5. THE CONTRACTOR SHALL OBTAIN ALL REQUIRED NPDES PERMITS FOR CONSTRUCTION WORK AND SHALL COMPLY WITH THE CITY'S NPDES ORDINANCE ON ILLICIT DISCHARGE. MINIMUM STANDARDS: 1. SEDIMENT BASINS AND TRAPS, PERIMETER DIKES, SEDIMENT BARRIERS, AND OTHER MEASURES INTENDED TO TRAP SEDIMENT SHALL BE CONSTRUCTED AS A FIRST STEP IN LAND -DISTURBING ACTIVITY AND SHALL BE MADE FUNCTIONAL BEFORE UPSLOPE LAND DISTURBANCE TAKES PLACE. 2. SEDIMENT CONTROL MEASURES ARE TO BE ADJUSTED TO MEET FIELD CONDITIONS AT THE TIME OF CONSTRUCTION AND BE CONSTRUCTED PRIOR TO GRADING OR DISTURBANCE OF EXISTING SURFACE MATERIAL ON BALANCE OF SITE. PERIMETER SEDIMENT BARRIERS SHALL BE CONSTRUCTED TO PREVENT SEDIMENT OR TRASH FROM FLOWING OR FLOATING ONTO ADJACENT PROPERTIES. 3. PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO DENUDED AREAS WITHIN SEVEN DAYS AFTER FINAL GRADE IS REACHED ON ANY PORTION OF THE SITE. TEMPORARY SOIL STABILIZATION SHALL BE APPLIED WITHIN SEVEN DAYS TO DENUDED AREAS THAT MAY NOT BE AT FINAL GRADE BUT WILL REMAIN UNDISTURBED FOR LONGER THAN 30 DAYS. PERMANENT STABILIZATION SHALL BE APPLIED TO AREAS THAT ARE TO BE LEFT UNDISTURBED FOR MORE THAN ONE YEAR. 4. SURFACE RUNOFF FROM DISTURBED AREAS THAT IS COMPRISED OF FLOW FROM DRAINAGE AREAS GREATER THAN OR EQUAL TO THREE ACRES SHALL BE CONTROLLED BY A SEDIMENT BASIN. THE SEDIMENT BASIN SHALL BE DESIGNED AND CONSTRUCTED TO ACCOMODATE THE ANTICIPATED SEDIMENT LOADING FROM THE LAND -DISTURBING ACTIVITY. THE OUTFALL DEVICE OR SYSTEM DESIGN SHALL TAKE INTO ACCOUNT THE TOTAL DRAINAGE AREA FLOWING THROUGH THE DISTURBED AREA TO BE SERVED BY THE BASIN. 5. AFTER SIGNIFICANT RAINFALL, SEDIMENT CONTROL STRUCTURES WILL BE INSPECTED FOR INTEGRITY. DAMAGED DEVICES SHALL BE CORRECTED BY THE CONTRACTOR IMMEDIATELY. 6. CONCENTRATED RUNOFF SHALL NOT FLOW DOWN CUT OR FILL SLOPES UNLESS CONTAINED WITHIN AN ADEQUATE TEMPORARY OR PERMANENT CHANNEL, FLUME, OR SLOPE DRAIN STRUCTURE. 7. WHENEVER WATER SEEPS FROM A SLOPE FACE, ADEQUATE DRAINAGE OR OTHER PROTECTION SHALL BE PROVIDED. 8. SEDIMENT WILL BE PREVENTED FROM ENTERING ANY STORM DRAIN SYSTEM, DITCH, OR CHANNEL. ALL STORMWATER INLETS THAT ARE MADE OPERABLE DURING CONSTRUCTION SHALL BE PROTECTED SO THAT SEDIMENT -LADEN WATER CANNOT ENTER THE CONVEYANCE SYSTEM WITHOUT FIRST BEING FILTERED OR OTHERWISE TREATED TO REMOVE SEDIMENT. TRAFFIC CONTROL NOTES: 1. THE CONTRACTOR SHALL ADHERE TO THE REQUIREMENTS SET FORTH IN THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) AND FDOT DESIGN STANDARDS, LATEST PUBLISHED EDITION, AT ALL TIMES. 2. ALL TRAFFIC CONTROL DEVICES (TEMPORARY SIGNS, PAVEMENT MARKINGS, BARRIER WALLS, AND ETC.) REQUIRED DURING CONSTRUCTION PHASE SHALL BE APPROVED BY THE PROJECT MANAGER PRIOR TO COMMENCEMENT OF CONSTRUCTION AND WILL BE MAINTAINED IN ACCORDANCE WITH MUTCD (DEFER TO FDOT DESIGN STANDARDS INDEX 600 IF CASE IS NOT COVERED IN MUTCD). FDOT SIGN STANDARDS INDEX 600 SHALL BE USED IN CONJUNCTION WITH ALL OTHER INDICES SPECIFICALLY MENTIONED. 3. ALL EXISTING SIGNS WHICH CONFLICT WITH THE TRAFFIC CONTROL PLAN SHALL BE REMOVED OR TEMPORARY RELOCATED IF NECESSARY. 4. THE COST OF REMOVING AND/OR REPLACING SIGNS SHALL BE PAID FOR UNDER THE CONTRACT UNIT PRICE OR PAY ITEM 102-1. 5. ALL SIGNS 48" X 48" OR LARGER SHALL BE MAINTAINED ON TWO (2) BREAKAWAY SUPPORTS OR YIELDING POSTS AS SHOWN IN FIGURE 6-1 OF MUTCD. THE CONTRACTOR SHALL USE THE MUTCD TO DETERMINE THE APPROPRIATE PLACEMENT AND ELEVATION OF CONSTRUCTION SIGNS. REFLECTIVITY SHALL ADHERE TO THE STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION (2010). 6. VEHICULAR ACCESS TO RESIDENCES AND BUSINESSES WILL BE MAINTAINED AT ALL TIMES. 7. MINIMUM LANE WIDTH WILL BE TEN (10) FEET. 8. PEDESTRIAN ROUTES MUST BE IDENTIFIED AND MAINTAINED THROUGHOUT CONSTRUCTION. 9. WORK HOURS ARE FROM 7:00 AM TO 6:00 PM MONDAY THRU FRIDAY. WORK WILL NOT BE ALLOWED ON WEEKENDS OR HOLIDAYS OBSERVED BY THE CITY OF SEBASTIAN. 10. ALL ACTIVITIES REQUIRING LANE CLOSURES SHALL BE BROUGHT TO THE ATTENTION OF THE CITY OF SEBASTIAN PROJECT MANAGER. LANE SHALL ONLY BE CLOSED DURING ACTIVE WORK PERIODS. 11. TRAFFIC CONDITIONS, ACCIDENTS, AND OTHER UNFORESEEN EMERGENCY CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE CITY OF SEBASTIAN PROJECT MANAGER. 12. THE EXISTING POSTED SPEED LIMIT WILL BE MAINTAINED DURING CONSTRUCTION. 13. THE CONTRACTOR SHALL SUBMIT A MAINTENANCE OF TRAFFIC PLAN SIGNED AND SEALED BY PROFESSIONAL ENGINEER FOR CONSTRUCTION WORK ON CITY STREETS. CONSTRUCTION IN STREETS. ROAD RIGHT-OF-WAY. AND PARKING AREAS: 1. OPEN ROAD CUTS REQUIRE PRIOR APPROVAL OF THE CITY, COUNTY, STATE, OR ANY OTHER AGENCY WHICH MAY HAVE JURISDICTION. 2. CONSTRUCTION, MATERIALS, AND WORKMANSHIP ARE TO BE IN ACCORDANCE WITH FLORIDA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS AND STANDARDS. 3. AREAS IN EXISTING RIGHT-OF-WAYS DISTURBED BY CONSTRUCTION SHALL RECEIVE GRASS, MULCH, OR SOLID SOIL, AS STATED ON THE PLANS. 4. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY AND DOCUMENT THE ACTUAL LOCATION AND EXTENT OF EXISTING UTILITIES WHICH MAY AFFECT CONSTRUCTION. EXISTING UTILITIES SHOWN ARE BASED UPON THE BEST AVAILABLE INFORMATION SUPPLIED TO THE CITY/ENGINEER AND IS SHOWN FOR INFORMATIONAL PURPOSE ONLY. 5. THE CONTRACTOR IS RESPONSIBLE FOR CHECKING ACTUAL SITE CONDITIONS BEFORE STARTING CONSTRUCTION. 6. DISCREPANCIES ON THE DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER BEFORE COMMENCING WORK. 7. THE CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS BEFORE COMMENCING WORK. 8. THE CONTRACTOR SHALL CONTACT ALL IMPACTED UTILITIES AT LEAST 48 HOURS IN ADVANCE OF CONSTRUCTION OPERATIONS. 9. NO FIELD CHANGES OR DEVIATIONS FROM DESIGN TO BE MADE WITHOUT PRIOR APPROVAL OF THE ENGINEER AND THE APPROPRIATE GOVERNMENTAL ENTITY. 10. ALL MUCK OR OTHER SUCH UNSUITABLE MATERIAL ENCOUNTERED WITHIN THE ROAD RIGHT-OF-WAY AND LOT AREAS SHALL BE FULLY EXCAVATED AND REPLACED WITH CLEAN, ON-SITE FILL MATERIAL COMPACTED TO 95% MAXIMUM DENSITY. ACTUAL EXTENT AND QUANTITY OF EXCAVATION SHALL BE DETERMINED AT THE TIME OF CONSTRUCTION BY APPROPRIATE FIELD MEASUREMENT. DISPOSAL OF UNSUITABLE MATERIAL SHALL BE DIRECTED BY CITY OR CITY'S ENGINEER. i ENGI " ORD ;G 3g ; 2 _.0. - .000 A� • lA WILBUR J. MATH URIN FL. LICENSE NO. 63921 a a 0 N w J Q U V) z w W ~ z O Q z � >- O IW O C) Q z ::E Q :2 Lv � I- M DRAWING 2 SHEET 2 OF 15 > o z N W J o O p E CV w cy) L0 o Q c00 o � 00 0 0 Ln [if O cD 0 E n p m z N r- oO U z YWC.4 U� i 0 Y _ 0-J oo O, � U a o ^ (D Ld J m Q i = 0 �% x 3 0 I 4-- .. m LJ r m " d700 i , t J I I � L� Q i O I m I Lj c < Q ._ U w o 0 N '^ U N w J Q U V) z w W ~ z O Q z � >- O IW O C) Q z ::E Q :2 Lv � I- M DRAWING 2 SHEET 2 OF 15 A PRIMARY BENCHMARK CONCRETE MONUMENT FOUND WITH BRASS DISK MARKED "G.P.S. 26 R" ELEVATION = 5.91' (N.A.V.D. 1988) NORTHING — 1,268,719.695' EASTING — 826,974.996' (N.A.D. 83) LEGEND: GRAVEL j ASPHALT _ I DIRT WOOD Af CONCRETE j / WATER BROKEN CONCRETE/RIPRAP WOOD DEC %/0100400/7, CONCRETE HEAD (OVERGROWN NORTHEAST INVE —0.14'(15"PLASTIC UNABLE BROKEN EXCAVATE INVERT UNDER ELEVAT ONR SHOWN CONCRETE. ISOF— SAND IN THE APPROXIMATE BACKFLOW PREVENTOR AREA OF WHERE THE INVERT AND WATER METER PROPERTY LINE LOOKS TO BE ------------- EXISTING BAFFLE , _:=<' STORM WATER CATCH BASIN BOX GRATE = 2.3'x3.1' TOP OF GRATE=5.68' W. INVERT=0.48' (15"PLASTIC PIPE) EAST INVERT= -0.72 (24 -RCP) Special Note: The High edge of water located at 8:00 a.m., June 2, 2016 was found to be at an elevation of —0.5'. M cp cfT qvgrqi7ic S way L ybig in S alia2 30 cf the F tering G art; T audW30 S a,QA R cozge 39 E ast, I ndccn R itr C wrty, F larida LEGEND: Prepared By: © = 4"x4" CONC. MONUMENT FOUND (NO (DENT. UNLESS SHOWN) • = IRON MARKER FOUND = NAIL & DISK SET MARKED 1N CHAPTER &J-17.051, FLORIDA ADAIW67PAMS CODE; PURSUANT TO SECTION 472.027, ASSOCIATES, INC. "McMILLEN P.S.M. 5469" dot = ELEVATION PAINT DOT PUT FLORIDA STATUTES, AND THE MAP OF SURVEY SHOWN HEREON IS A TRUE AND ACCURATE AT PROPOSED PARKING LOT CORNERS is = TOP OF SEAWALL ELEVATION rr = RIPRAP/CONCRETE ELEVATION gs = GROUND SHOT ELEVATION wd = WOOD DECK/DOCK ELEVATION (DENT. = IDENTIFICATION (R. B.) = REFERENCE BEARING CONC. = CONCRETE ELEV. = ELEVATION INV. = INVERT ELEVATION RCP = REINFORCED CONCRETE PIPE = TREE WITH TRUNK DIAMETER = GUY WIRE ANCHOR O = UTILITY POLE ® = WATER METER Notes: 1. Bearings hereon are based the State of Florida State Plane Coordinates System for the Florida East Zone. 2a. Features and improvements, (i.e. foundations, utilities, etc.) not visible beneath the surface of the ground, have not been located unless specifically depicted or noted hereon. b. Fences, overhead wires, and symbols shown hereon may be exaggerated for pictorial purposes only and are not to scale. c. Property lines should not be reconstructed based on distances to improvements. d. Additions or deletions to Survey Maps by other than the signing surveyor is prohibited without written consent of the signing surveyor. e. This survey does not reflect or determine ownership. f. This survey is certified to the date of the data acquisition in the field (shown hereon as survey date), ONLY. 3. No instruments of record reflecting easements, rights—of—way, and/or ownership were furnished to the surveyor except as shown. No search of the public records has been done by the surveyor for any encumbrances for subject property or adjoining properties. 4. Wood Informational Sign discussing "Florida Friendly Boating", "Florida Aquatic Preserves", "Manatee Caution", "Florida Inland Navigation District", "Save Sea Turtles, Sawfish and Dolphins", "Recycle" and "Help Protect North Atlantic Right Whales". 21 to]9 PRIOR TO CONSTRUCTION CONTRACTOR SHALL NOTIFY THE ENGINEER AFTER CONFIRMATION OF ALL PROJECT CONTROL POINTS. I N GRAPHIC SCALE 20 0 10 20 40 80 . &".J PL- J "- 1 .. . ... s',1t31t11i>tt,,, 1. it0 J. • i•�� -A r • ro 0.: OF • r,�*AN NAL f� WILBUR J. MATHURIN FL. LICENSE NO. 63921 No I ow �O Z I' N _I O [1: C) c0 O w o -0 O L0 Q Of 00 C) 00 I: 60Lo 0E m ft�Oco ro O z N l- 00 C) Ywr7 I Y Z I• O~O C C) �� c I' o Q o = o 0t m Q Li o = X 3 [' w LO I m 00 vi � w 0 d- V N � 12] Ln w Q U-1 C) 0 U a- < U Q Q CD w ` J Q U C U � z Q J Z 0 n - Z � p O ry M U W Lli z Cf) w O U LL_ � oz< w Q Q F --- U Z � � � 0 LL- z w Q f Q i Prepared By: THE MAP OF THE PROPERTY DESCRIBED HEREON WAS MADE UNDER MY SUPERVISION PREPARED FOR: AND THIS MAP OF SURVEY FURTHER MEETS THE STANDARDS OF PRACTICE DRAWING Scale: 1"=20' SET FORTH BY THE STATE OF FLORIDA BOARD OF PROFESSIONAL SURVEYORS & MAPPERS HOYLE TANNER & 1N CHAPTER &J-17.051, FLORIDA ADAIW67PAMS CODE; PURSUANT TO SECTION 472.027, ASSOCIATES, INC. Proj. No. 2016-117A FLORIDA STATUTES, AND THE MAP OF SURVEY SHOWN HEREON IS A TRUE AND ACCURATE REPRESENTATION THEREOF TO THE BEST OF MY KNOWLEDGE, BEING SUBJECT TO NOTES CITY OF SEBASTIAN Drawn: S.M.M. AND NOTATIONS SHOWN HEREON. Florida Professional Surveyor and Chk'd: S.M.M. Mapper License No. LS54693 STEPHEN M. McMILLEN, P.S.M. Florida Professional Surveyor and Dwg. Name: 2016-117A MCMILLEN SURVEYING, INC Mapper Business License No. LB8041 Survey Date: 06/02/16 37e South Main Street Williston, Florida, 32696 NOT VAUD WITHOUT THE SIGNATURE & ORIGINAL RAISED SEAL OF A FLORIDA Professional Surveyor Mapper LICENSED Field Book: 131 Office: 352 528-6277 SURVEYOR & MAPPER steve@mcsurve in com Y 9• Pages: 30 SHEET 3 OF 15 I I r: �J" A-, s'j, J yM n- In- LEGEND _ LEGEND r REMOVE EXISTING CONCRETE IN PREPARATION FOR //A NEW PAVEMENT STRUCTURE, STRIP AND STOCKPILE w� h�! REMOVE EXISTING GRAVEL PAVEMENT (MILLINGS) IN PREPARATION FOR NEW PAVEMENT STRUCTURE, STRIP AND STOCKPILE 6" OF TOP LAYER REMOVE EXISTING ASPHALT IN PREPARATION FOR NEW PAVEMENT STRUCTURE STRIP AND STOCKPILE TOP 6" OF NATURAL r: �J" A-, s'j, J yM n- In- LEGEND _ LEGEND r REMOVE EXISTING CONCRETE IN PREPARATION FOR //A NEW PAVEMENT STRUCTURE, STRIP AND STOCKPILE 6" OF TOP LAYER PREPARE FOR BUILDING FOUNDATION CONSTRUCTION REMOVE EXISTING GRAVEL PAVEMENT (MILLINGS) IN PREPARATION FOR NEW PAVEMENT STRUCTURE, STRIP AND STOCKPILE 6" OF TOP LAYER REMOVE EXISTING ASPHALT IN PREPARATION FOR NEW PAVEMENT STRUCTURE STRIP AND STOCKPILE TOP 6" OF NATURAL :'.;:;:;.;.;:II �' GROUND IN PREPARATION FOR A NEW PAVEMENT ....... 1 .:' STRUCTURE GENERAL NOTES: 1. SEE LAND SURVEY CONTROL AND GEOMETRY PLAN FOR EXACT LOCATION OF DEMOLITION LIMITS. 2. THE CITY HAS FIRST RIGHT OF REFUSAL ON ALL MATERIAL TO BE REMOVED OR DEMOLISHED. ANY ITEM REFUSED BY THE OWNER SHALL BE REMOVED FROM THE SITE AT NO ADDITIONAL COST TO THE OWNER. 3. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY EXACT LOCATIONS OF ALL EXISTING UTILITIES PRIOR TO THE START OF THE PROJECT. 4. UNLESS OTHERWISE NOTED ON THESE PLANS, ALL DEMOLITION ITEMS SHALL BE PAID FOR UNDER THE GENERAL DEMOLITION LUMP SUM ITEM. SQUARE YARDAGE QUANTITIES ARE PROVIDED FOR ESTIMATION PURPOSES ONLY. REMOVE EXISTING GRAVEL PAVEMENT AND STRIP AND STOCKPILE 6" OF NATURAL GROUND AS INDICATED BY THIS HATCH PATTERN. APPROXIMATELY 935 SY. STRIP AND STOCKPILE 6" OF NATURAL GROUND AS INDICATED �. BY THIS HATCH PATTERN. APPROXIMATELY 440 SY. REMOVE EXISTING CONCRETE PAVEMENT STRUCTURE, SIDEWALK, AND CONCRETE CURB AND STRIP AND STOCKPILE 6" OF TOP LAYER, AS INDICATED BY THIS HATCH PATTERN. APPROXIMATELY 400 SY. v/ r^ , f •� `zea � f \\ <' a _ JA. f � M1 at.}�•��r til' ✓F i )?,M %ip4ti �:. - k �yb =, ` • `;w ��y= 'M r REMOVE EXISTING WALKWAY ROPES IN PREPARATION TO \ TIE—IN INTO PROPOSED WALKWAY RELOCATE EXISTING SIGN. FINAL .. • .... • . LOCATION TO BE DETERMINED IN ;.:.. ..:::. FIELD WITH ENGINEER/OWNER ............................................................................. ..'.'.'...'.'.'.'.'.'.'.'.'.'...'...'.'.'.'.'... 0 .'... ....: 3. \ \\\� \,,� \\\\,� ..�\�. �... \.\� r -m%\\ Ku' �\ \\\\\ao�c \ a \ \\� \ Q \move \ AS. .r��C... .fir a�?<1.... .•\..� \ �..t j♦ •\ M_r �. • � � 3 �} ,G . ............................................ .......................................... ........ .. ....................0........ ............ ... ....... .. ... .. .....• ... ....... • .. ...• • .. '.'.•.'...'.'.'.'..........'.. • • .... . • .'..•.•...'....•.. '•••'. • .. •' \\'\! t♦'\�.• ,, \•\♦u•' \ • � h\ .... • • ....... ' .....• • •.. :... '..... • ........... •• . :::. • ..� ♦ \�' ,~, \ ..:. • • •:.•::..'..•.'.'..•.•.'..'...•. '.'... • . • • • . • .'... • .. ..:. • • ..•. \• ,��♦.. i\.• ♦' ♦ t\..•a\ ..... ..... .......... .... ... ...... ....... .... .......... ... ........ \. .'.'.'...'.:.'.'.'.'..' .......'...'.'.. ........ ,. . \ .......... ......... ....... '. • . . . .•.•. . . . . . .':.•:. ..'. • • ' '.. ... • • . . ..' '• :'. . •'•' .' '.'. .. •.•...'..•.- �. .. . . . . . 0 ................ . �'.•...•....... ....... . . .. ... . 4 . ................... •...•......... .................. .•.•. '. •. ..•::.•::. ` yy.....-•.•...•.•.....,.•.•.........•.•.•.•...•.•.•...:...............:...:...:.....:. .•.:.,........:.....:.:...: ... ..'.•.. ....................•.......•.......'......•.... \ <�F.... ::::::':':::'.::.:':':'::::':.....:':::'::::':::':' .:::::':':::::::..':::: : .'.'.•.':•:':•::':•::•:•:•:•:•:•:•:•:•:•:•:':•:•:•:•:•:•:•:•:•:•:•:•:':•:•:•:•::•:•:•:': ::.....:':• :'•: PREPARE FOR r:.. :................ :................................ .:.: .'...... BUILDING FOUNDATION ............................................. :':: :'::' .... `....... CONSTRUCTION r..•.•.•.'.•.'.'.: ':.'............................................. ....... ��r�... . ......'::.... , .:. • : .:: ....... '. F �\ �... . IN ... ..... ..... �... \ .. ....... .... ..... ........... ... .... r \ 71 ` ; ti ..:....:.: r C: rte. ........... ..... ......... ...... .. �. --, - ...........}' EDGE OF PAVEMENT SAW CUT, TACK COAT, AND CONSTRUCT FLEXIBLE BUTT JOINT FOR FULL LENGTH OF TIE—IN. SEE TYPICAL DETAILS OVERHEAD POWER TO BE RELOCATED BY OTHERS REMOVE EXISTING ASPHALT PAVEMENT AND STRIP AND STOCKPILE 6" OF NATURAL GROUND AS INDICATED BY THIS HATCH PATTERN. APPROXIMATELY 67 SY. a— ENGINEER OF RECORD 39,*, ••'Qi BB.0 l . E .. i• • o WILBKIrl ��W)RIN FL. LICENSE NO. 63921 I j i, IL a Y , D i I w O N J 00 O N O � O C) (_00 ( Lo /Q, 07 L('L� W U M L1 Low O L O E m O ('D V-) O z N N 00U Q z UW17 I L) = Q OJ 0 C) C� !n I-= pl) Q �. GV +_ Q O ^� = W LL] 00 mQ J ' O "3 C w �. = X 3 0 0 3 Q 0 w m Lo I o w c 0 Ocuf O c ' :: N m L LLjcz c Q cp o d U W U cu O Q' — (/)N QI..l� i j. U � I J Q t LL_ Qz0 0 z cn Q 00 W w ' W f cn Ld z Q J Z 0 a� U 0 W Z 0 D Lli Q DRAWING SHEET 4 OF 15 TERMINATE AT EDGE OF PAVEMENT INSTALL TEMPORARY SILT FENCE me SILT FENCE SHALL BE INSTALLED UNDER THE EXISTING BOARDWALK c C ff. S r:..,,... 1. I\L):r` $yI � t �� UK,, VC, LEGEND: CONSTRUCT TEMPORARY SILT FENCE, APPROXIMATELY 470 LF NOTE: EROSION CONTROL PROCEDURES MUST COMPLY WITH THE FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION (FDEP) EROSION CONTROL/SEDIMENTATION STANDARDS MANUAL. GRAPHIC SCALE 20 0 10 20 40 80 0 16-A .E3 M .� , GENERAL NOTES Siltation and Erosion Control: The Contractor shall take steps and make suitable provisions to minimize siltation and erosion which may result from, or as a result of, his operations during the course of construction of this project. The methods and provisions utilized by the Contractor to minimize siltation and erosion shall be approved by the Engineer and shall be in conformance with current Florida Department of -Enviror4Meintal Pmtection and-,St.,40Inns River Water Mono e.rnent , District practices and regulations. The Contractor shall not expose, by construction operations, a larger area of erosive land at any one time than the minimum necessary for efficient construction operations, and the duration of exposure of the uncompleted construction to the elements shall be as short as practicable. Erosion control features shall be constructed prior to beginning clearing, grubbing, and/or excavation work and at the earliest practicable time. r. The Contractor shall include the costs of filing and maintaining the `.'NPDES permit in their mobilization costs. ) --V v INSTALL TEMPORARY SILT FENCE Q. U LL- a:• .. 1 ti`Y ♦tt ro iy �. . t t TERMINATE AT EDGE OF PAVEMENT INSTALL TEMPORARY SILT FENCE me SILT FENCE SHALL BE INSTALLED UNDER THE EXISTING BOARDWALK c C ff. S r:..,,... 1. I\L):r` $yI � t �� UK,, VC, LEGEND: CONSTRUCT TEMPORARY SILT FENCE, APPROXIMATELY 470 LF NOTE: EROSION CONTROL PROCEDURES MUST COMPLY WITH THE FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION (FDEP) EROSION CONTROL/SEDIMENTATION STANDARDS MANUAL. GRAPHIC SCALE 20 0 10 20 40 80 0 16-A .E3 M .� , GENERAL NOTES Siltation and Erosion Control: The Contractor shall take steps and make suitable provisions to minimize siltation and erosion which may result from, or as a result of, his operations during the course of construction of this project. The methods and provisions utilized by the Contractor to minimize siltation and erosion shall be approved by the Engineer and shall be in conformance with current Florida Department of -Enviror4Meintal Pmtection and-,St.,40Inns River Water Mono e.rnent , District practices and regulations. The Contractor shall not expose, by construction operations, a larger area of erosive land at any one time than the minimum necessary for efficient construction operations, and the duration of exposure of the uncompleted construction to the elements shall be as short as practicable. Erosion control features shall be constructed prior to beginning clearing, grubbing, and/or excavation work and at the earliest practicable time. r. The Contractor shall include the costs of filing and maintaining the `.'NPDES permit in their mobilization costs. ) --V v INSTALL TEMPORARY SILT FENCE C.•11 C.. ,.l,.. Silt Fence Protection in Ditches with Intermittent Flow NOTES FOR SIL T FENCES !. Type III Silt Fence to be used at most locations. Where used in ditches. the spacing for .Type III Silt fence shall be in accordance with Chart 1, Sheet /. 2. Type ZZ Silt Fence to be used where large sediment loads are anticipated. Suggested use is where fill slope is 1.2 or steeper and length of slope exceeds 25 feel. Avoid use where the detained water may bock into travel lanes or off the right of way. 3. Do not construct silt fences across permanent flowing watercourses. Silt fences are to be at uplond locations and turbidity barriers used at permanent bodies of water. 4. Where used as slope protection, Silt Fence is to be constructed on 0% longitudinal grc to avoid chonnelizing runoff along the length of the fence. 5. Silt Fence to be paid for under the contract unit price for Staked Silt Fence, ( LF J. Post Options: Softwood 2-to Dia. Softwood 2” x 4" Hardwood l tx 12 Steel 1.331bs/ft i ao L TYPE` Ill SiLT FENCE 6' Max. Filter Fabric (in Conformance With Sec. 985 FDOT Spec. J L ELEVA TION y Stormwater\ ��r —^ Runoff \ ��CIO, t � ! r F�0 5� Silt Fence Protection I Around Ditch Bottom Inlets, Silt Fence SIL T FENCE APPLICA TIONS Optional Post Positions 2p°\ Principle Post Position ( Canted 20' Toward Flow) n L / ° • ° ° ° ° Sidewalk Proposed inlet ° Open Riser Temp. — Ditch° -- - Ditch Orairt�� Curb & Gutter FBI° i Curb & ° Rock Bags Gutter Rock Bags PARTIAL INLET COMPLETED INLET DITCH BOTTOM INLET PROTECTION AROUND l SIMILAR STRUCTURES N INLETS OR V1 v/G(.l Ivii fit t v6 VI JIvple SECTION AA Edge of Shoulder, Grade Varves 0 Y Grade, Length Varies Note: Where the slope length exceeds 25 feet, Toe Of Slope construct one row of bale barriers at 0% longitudinal Or Ditch Bottom, Grade Varies grade midway up the slope. Contruct two rows of bale barriers where the slope length exceeds 50 feet. ELEVATION ALONG FILL SLOPE 3 I r 50' On Centers ( Typ. l — Flow As Required PLAN PLAN Natural Overlap Ends ' Ground 6 Min. Fi/1 Slope Fill Slope .��" ELEVATION ELEVATION TO BE USED WHERE THE NATURAL GROUND TO BE USED WHERE THE NATURAL GROUIND SLOPES AWAY FROM THE TOE OF SLOPE SLOPES TOWARD THE TOE OF SLOPE A T TOE OF SLOPE BARRIERS FOR FILL SLOPES U SECTION Filter Fabric Silt Flow ENGINEER QL RECORD + 3921 ' s O•F :441 ♦��iS�QNAILS ;"I", Wil LBU�Q186 AASHURIN FL. LICENSE NO. 63921 a a 0 z 0 C ftfU W W 0 I UJ Ln O iJ O Z N J O �- O E NO LLJ 0') O L0 Q ry 00 U Ln 00 � O In O E m Of o co r) o Z N I- 00 U z YLJ n I Y U� O a) = O OBJ 00 U 1 Q O ^ °� 0t m Q J LA O v 3 in 2 is 3 0 v rn 3 Li °' M I m � rn00 Ld � o O v (/) LTJ di Fnz 44 w C U 5 _ V , 0^ w, U Q � w I U (n Q. U LL- ti`Y ♦tt ro iy �. . t t z z�o PLACE SILT FENCE Q AROUND EXISTING Nil DRAINAGE INLET. TERMINATE AT EDGE O _PAYW F -NIT ... C.•11 C.. ,.l,.. Silt Fence Protection in Ditches with Intermittent Flow NOTES FOR SIL T FENCES !. Type III Silt Fence to be used at most locations. Where used in ditches. the spacing for .Type III Silt fence shall be in accordance with Chart 1, Sheet /. 2. Type ZZ Silt Fence to be used where large sediment loads are anticipated. Suggested use is where fill slope is 1.2 or steeper and length of slope exceeds 25 feel. Avoid use where the detained water may bock into travel lanes or off the right of way. 3. Do not construct silt fences across permanent flowing watercourses. Silt fences are to be at uplond locations and turbidity barriers used at permanent bodies of water. 4. Where used as slope protection, Silt Fence is to be constructed on 0% longitudinal grc to avoid chonnelizing runoff along the length of the fence. 5. Silt Fence to be paid for under the contract unit price for Staked Silt Fence, ( LF J. Post Options: Softwood 2-to Dia. Softwood 2” x 4" Hardwood l tx 12 Steel 1.331bs/ft i ao L TYPE` Ill SiLT FENCE 6' Max. Filter Fabric (in Conformance With Sec. 985 FDOT Spec. J L ELEVA TION y Stormwater\ ��r —^ Runoff \ ��CIO, t � ! r F�0 5� Silt Fence Protection I Around Ditch Bottom Inlets, Silt Fence SIL T FENCE APPLICA TIONS Optional Post Positions 2p°\ Principle Post Position ( Canted 20' Toward Flow) n L / ° • ° ° ° ° Sidewalk Proposed inlet ° Open Riser Temp. — Ditch° -- - Ditch Orairt�� Curb & Gutter FBI° i Curb & ° Rock Bags Gutter Rock Bags PARTIAL INLET COMPLETED INLET DITCH BOTTOM INLET PROTECTION AROUND l SIMILAR STRUCTURES N INLETS OR V1 v/G(.l Ivii fit t v6 VI JIvple SECTION AA Edge of Shoulder, Grade Varves 0 Y Grade, Length Varies Note: Where the slope length exceeds 25 feet, Toe Of Slope construct one row of bale barriers at 0% longitudinal Or Ditch Bottom, Grade Varies grade midway up the slope. Contruct two rows of bale barriers where the slope length exceeds 50 feet. ELEVATION ALONG FILL SLOPE 3 I r 50' On Centers ( Typ. l — Flow As Required PLAN PLAN Natural Overlap Ends ' Ground 6 Min. Fi/1 Slope Fill Slope .��" ELEVATION ELEVATION TO BE USED WHERE THE NATURAL GROUND TO BE USED WHERE THE NATURAL GROUIND SLOPES AWAY FROM THE TOE OF SLOPE SLOPES TOWARD THE TOE OF SLOPE A T TOE OF SLOPE BARRIERS FOR FILL SLOPES U SECTION Filter Fabric Silt Flow ENGINEER QL RECORD + 3921 ' s O•F :441 ♦��iS�QNAILS ;"I", Wil LBU�Q186 AASHURIN FL. LICENSE NO. 63921 a a 0 z 0 C ftfU W W 0 I UJ Ln O iJ O Z N J O �- O E NO LLJ 0') O L0 Q ry 00 U Ln 00 � O In O E m Of o co r) o Z N I- 00 U z YLJ n I Y U� O a) = O OBJ 00 U 1 Q O ^ °� 0t m Q J LA O v 3 in 2 is 3 0 v rn 3 Li °' M I m � rn00 Ld � o O v (/) LTJ di Fnz 44 w C U 5 _ V , 0^ w, U Q � w I U (n DRAWING 5 SHEET 5 OF 15 U LL- z z�o Q Q O O ~ C Q (n J J m Er-� Q (n LLJ W ry O O < 0 Q QZ Q 0 � 0 C) z Z (n p O LL- Q:� ft� Lv LTJ Q DRAWING 5 SHEET 5 OF 15 CONSTRUCT PARKING LOT I RIBBON CURB 1' I 1 SLOPE PER GRADING PLAN 27o SEE FDOT INDEX 300 FOR FURTHER REQUIREMENTS ON CURB AND GUTTER. DRAINAGE SWALE f a•.°., 2.0' °• ro ,o •° �• o •° o •° ° ° c• GRADE PER PLANS, TYP. c• � o ° • . ° o^ as O o �' �o o A �•� � rn °;° as O O •°: o•o o•o 6a �° � 5 2 3 TYPICAL PARKING LOT SECTION RIBBON CURB 4 NOT TO SCALE SEE PAVEMENT DESIGN LEGEND THIS SHT. Pavement Design Legend 1 CONSTRUCT ASPHALT BITUMINOUS CONCRETE SURFACE COURSE FDOT SP -12.5 MIX, SUPERPAVE ASPHALT FOR LAP (OFF -SYSTEM) 2 CONSTRUCT PRIME COAT (GALLON). CONSTRUCT CEMENTED COQUINA (LBR 100) BASE COURSE COMPACTED TO 98% DENSITY BASED ON FM 1-T 180 METHOD D MODIFIED PROCTOR TEST CONSTRUCT SUBBASE (LBR=40 STABILIZED SUBGRADE) AS SPECIFIED BY 4 FDOT TO 98% MAX DENSITY BASED ON ASTM D 1557 LIMEROCK SHALL BE THE ONLY MATERIAL ACCEPTED FOR STABILIZATION. 5 CONSTRUCT 12" FDOT RIBBON CURB (PER LINEAR FOOT). 5A CONSTRUCT FDOT TYPE F CURB (PER LINEAR FOOT). Course Thickness and Pay Item 1.5" ITEM S-334 AS SPECIFIED PAID FOR BY PAVING 8" ITEM S-285 6" ITEM S-160 ITEM S-520 ITEM S-520 TO ROADWAY CENTERLINE I TO LIMITS 2' 12" SOD 6„ 0 1.5"-2.0" FOR SOD MAT 1 1 /4 LIP MAX. SOD, T-904 SLOPE = PER -GRADING PLAN ' I — 1 12 � IIS II SEE PLANS. oma• •��o �• o o . o •o o m o0 o•o o• � p •'�• �• O,a o oo. 4 18" 2 TYPICAL PARKING LOT SECTION 3 FDOT TYPE F CURB NOT TO SCALE SEE PAVEMENT DESIGN LEGEND THIS SHT. .. .. � . � "i b `. �='��`•'- TSR,:'.'. RESTORE TURF WITH SOD OR TOPSOIL & HYDROSEED AS DIRECTED --COMPACTED BACKFILL (8" MAX. LIFTS) rFINISHED GRADE iii/iil��i/f"\101ili/�,,�lIA\10141\liAia�Ji,,,liL 18" MIN. D AS CLASS III RCP oD DIRECTED OR ERCP, AS APPLICABLE AND.. ' o�D•' °D DD SHOWN ON PLANS. D4.°:B.°u° D - 12 D' � QDOD° Doo sp�. (TYP) ° n D °..�.. O 611goo.,0 D MIN. .c��Q �•�o COMPACTED BEDDING GHAPED MATERIAL AS PER SUBGRADE D-701 FOR CLASS B BEDDING 75% DIA 3/4" MAX. SIZE 1/4" MIN. SIZE PEA GRAVEL ONLY SHALL BE USED FOR BEDDING MATERIAL. CONTRACTOR TO WRAP ALL JOINTS WITH FILTER FABRIC. Pipe Installation Details in Grass Areas Or Berms N.T.S. i I PROPOSED PAVEMENT EXISTING PAVEMENT SAW -CUT, TACK COAT, AND CONSTRUCT BIT. CONC. MEET EXISTING PAVEMENT SURFACE COURSE AS REQD GRADE. ON TYP SECTIONS. _ EXISTING BIT. PAVEMENT i2" MIN. THICKNESS VARIES. PRIME COAT REMOVE FULL DEPTH EXISTING PAVEMENT TO PROVIDE PROPOSED STRUCTURE. RECOMPACT EXISTING BASE OR SUBGRADE MATERIAL, AND APPLY PRIME COAT. DO NOT RE -USE EXISTING BASE OR SUBGRADE MATERIAL FOR PROPOSED BASE COURSE. CONSTRUCT LIMEROCK BASE COURSE AND COMPACT PER SPECS. NOTE: THIS BUTT JOINT IS REQUIRED AT EVERY LOCATION WHERE A NEW BITUMINOUS PAVEMENT IS CONSTRUCTED TO MEET AN EXISTING BITUMINOUS PAVEMENT, OR TO MEET ANY BITUMINOUS PAVEMENT NOT CONSTRUCTED AS A CONTINUOUS OPERATION. PA VEMEN T B U T T JOIN T- FL EXI BL E PA VEMEN TS N.T.S. PROPOSED PAVEMENT --14" COMPACTED BASE/ SUBBASE MATERIAL CLASS III RCP OR ERCP, AS APPLICABLE AND SHOWN ON PLANS. COMPACTED BACKFILL MATERIAL (8" MAX LIFTS) TOP ELEV. OF BACKFILL TO BE 16"f FROM PROPOSED PAVEMENT SURFACE. COMPACTED BEDDING MATERIAL AS PER D-701 FOR CLASS B BEDDING 3/4" MAX. SIZE 1/4" MIN. SIZE PEA GRAVEL ONLY SHALL BE USED FOR BEDDING MATERIAL,. CONTRACTOR TO WRAP ALL JOINTS WITH FILTER FABRIC. 75% DIA SHAPED SUBGRADE CLASS Ili RCP Pipe Installation Details Under Pavement N.T.S. ENGI`N`rE, ,A�, RECORD �R J. �� ry •rrrrr,,,r /y dP1 r r S -'` ; o �. . f0NAC0%%`� WILBl 010.11MAiOURIN FL. LICENSE NO. 63921 I i. 0 a a i i, o Y 0 f z in W 0 Uj Of i� I �I 0 0 z N J O 0 F, Ld � OLO Q az 00 U Lnl: IL 00 I } II ooL() 0E m ff�0(o r")O Z N I -CN 00 U YW n I Y z 6� o� =o 0—J OC)0 ��LL- nC Q 0 ^ °' = o r T J W m Q W 0v I; U p m Cj) 3 r Li °' cn L0i m � 00 W o , ^ o i' V � � o M bi bi -�--' Q 0 ♦V W C c n ^ 0 Q E Q � U J Q U _J U LaL z O_ Qz oLij ~ U co O c Ld w Q Cn W W W LL W O O z a- Q z Q D Q j U Z Z J 0 U Q DRAWING SHEET 6 OF 15 CONSTRUCT TYPICAL PARKING LOT L PAVEMENT STRUCTURE TYPICAL PARKING LOT PAVEMENT -' q 0 "V z CONSTRUCT FDOT RIBBON CURB AS INDICATED BY THIS Q HATCH PATTERN CONSTRUCT PCC SIDEWALK PAVEMENT WIDTH VARIES CONSTRUCT RESTROOM FACILITIES \\\ CONSTRUCT WOOD WALKWAY UC9 CONSTRUCT FDOT TYPE F CURB Q, EXISTING EOP R40.0' Notes: TIE INTO EXISTING CONCRETE SIDEWALK. FIELD LOCATE TIE IN POINT WITH ENGINEER/OWNER. 6.0' 1 PLACES THIS SHEET. PROPOSED CONCRETE SIDEWALK 6' WIDE, TYP. GRAPHIC SCALE 10 0 5 10 20 40 32.667' !Qj ", ZT / 'o 32.667' A� 1< 'T N' "A U V! R40.0'09 6. RW LINE TIE INTO EXISTING CONCRETE SIDEWALK. FIELD LOCATE TIE IN POINT WITH ENGINEER/OWNER. Legend: L CONSTRUCT TYPICAL PARKING LOT PAVEMENT CONSTRUCT 1' FDOT RIBBON CURB CONSTRUCT 1' FDOT TYPE F CURB CONSTRUCT PCC SIDEWALK PAVEMENT WIDTH VARIES CONSTRUCT RESTROOM FACILITIES \\\ CONSTRUCT WOOD WALKWAY J EN ,% 1 0 M#%CORD I. • op 41-- R I rrrnr WILBUR J. MATHURIN FL. LICENSE NO. 63921 j z 0 PROPOSED EOP V) Ld CURVE GEOMETRY INDICATED. SEE CURVE DATA TABLE, UC9 THIS SHEET. EXISTING EOP Notes: Ld fy 1. SEE TABLES, THIS SHEET, FOR POINT AND CURVE DATA. 0 2. ALL PAVING SHALL BE PER FDOT SPEC S-334. C5 z N w -j 0 3. DIMENSIONS SHOWN FOR REFERENCE ONLY. 0 Q0 [;_- N 0 4. ALL CURVE DATA REFERENCES THE EDGE OF PAVEMENT. D 0') L0 C) C) (-0 M 0 00 < 00 ci 0 Ln 0 (c) 0 E r-) 0 m C14 r- 00 U - C) r-) Uwe L- I 4a) OF --10 c: 00 c: LL- C) Q) -5;' D-- 0 0-4- -F- o M < > LLJ 0 3 cf) Lj 0') Point TableI Ln (-j -D Point # Northing Easting rn co Ld 1 1268178.2790 827216.5826 0 2 1268159.4478 827269.9254 ICU 3 1268179.1163 827310.9723 0 4 1268160.3288 827364.3298 m 5 1268157.9804 827370.9995 w LL - 6 1268160.1410 827375.5086 w4-0 7 1268117.9475 827395.7266 < 0 U c: bi 8 1268114.3895 827388.3012 C) 9 1268107.8.397 827386.1785 C) 10 1268081.5977 827398.7296C) >cn 0 11 1268061.3908 1 827356.2946 0) 12 1268086.3498 1 827344.3576, 13 1 1268071.0621 1 827312.2524 < 14 1 1268017.7106 1 827293.4775 U) 15 1 1268097.5520 1 827255.1850 16 1 1268086.2202 1 827288.2648 17 1 1268094.8924 1 827306.4120 C)< 18 1 1268103.5329 1 827324.4929 19 11268148.63721827302.9228 LL - Z < 20 1 1268139.9877 1 827284.8347 < 0 21 1 1268131.3217 1 827266.7428 1-- 0 0 22 1 1268136.85161 827336.2561 Cf) < m W D:f LLJ I-- LLJ < Curve Table U) Ld > >-0 p Curve # I Length I Radius I Delta LL- 0 < ctf Ld cD C) C1 162.832 140.00 1090' 00' 00" Q n < [-- C2 162.832 140.00 1090' 00' 00" C) Z 1-1-1 0 C3 7.854 5.00 090- 00' 00" Q:f LL - LL C7 17.594 I 5.00 1087' 01' 32"� LLJ C8 162.832 140.00 1090' 00' 00" < C9 178.536 125.00 1180' 00 14" C10 178.536 125.00 1180' 00' 14" 1 ::j z -----{-1.0 WATER - U 0 EDGE OF o ----------------------- ----------- _ - - _ \�\ ` o.O ----- \, 0.0 / - O 109 110- / 2.0?'� f� 1f13f 112 Oz �� _ 108 107 \\ �C) WOOD p I i�il til�til l ��jd(6llt`'�' �\ 0, E � ��' / (� � � � .. `/. , l,aa,.,,. •� � � i � i � �� , ,�. � �p II � ,�\ ta�lt �'�AHa� \\�fl�',�i�1�}11ti� 1�11ci1�1D��1!1�1�11��r'�(N �� .� / / �� I /_Yie.T` �.:��.. n4 ,,, 1�� .'ll. �\ '.IIYi t.Ll\l 1\l'll'1r1ti4rnu„,y,,,i 1.r '�fi b.s •• I � � CONSTRUCT 8' WIDE SWALE TOP OF BANK EL. = 5.0' BOTTOM EL. = 4.0' SIDE SLOPE 4:1 I N D I ASPHALT PAVED ROADWAY INSTALL DI -1, CONSTRUCT CONTROL STRUCTURE TYPE C INLET WITH INSTALL 55 LF OF 18" CS -1, TYPE C INLET WITH C.I. GRATE C.I. GRATE HDPEPIPE GRATE EL. = 4.63' GRATE EL. = 4.5' INVERT IN = 1.5' INVERT OUT = 1.8' INVERT OUT = 1.5' 118 GRAPHIC SCALE 10 0 5 10 20 40 L3 L- INSTALL 92 LF OF 18" HDPE PIPE CONTRACTOR SHALL CONSTRUCT RIP RAP TO STABILIZE ALONG NORTH WEST SIDE OF THE PROPOSED PAVEMENT STRUCTURE MH -1 CONSTRUCT FDOT TYPE P-6 MANHOLE (ALT. A, 3'6" DIA.) WITH CAST IRON COVER IN EXISTING SIDEWALK. INTERCEPT EXISTING 15" - PLASTIC PIPE AND CONNECT TO MANHOLE INVERT = 1.1' 18" HDPE INVERT IN = 1.1' REPAIR SIDEWALK AS NEEDED. MANHOLE TOP SHALL BE FLUSH WITH SIDEWALK PAVEMENT. Leaend: CONSTRUCT TYPICAL PARKING LOT PAVEMENT "< CONSTRUCT 1' FDOT RIBBON CURB a V CONSTRUCT 6" THICK PCC SIDEWALK PAVEMENT, WIDTH VARIES CONSTRUCT RESTROOM FACILITIES \\ CONSTRUCT WOODEN WALKWAY _ �tNtttttf��s _ � C Ne. D 9 � '. • �' Z, lip QNAL•`�, �hltttttt WILBUR J. MATHURIN FL. LICENSE NO. 63921 PROPOSED EOP - - - - - EXISTING EOP X Z 102 PROPOSED GRADING POINTS U N 0 ui UNCLASSIFIED EXCAVATION: EARTHWORK QUANTITIES: USING AUTOCAD CIVIL 3D 2013 COMPOSITE SURFACE BETWEEN THE EXISTING AND PROPOSED GRADES THE UNADJUSTED (RAW) NUMBERS ARE: EXCAVATION = 164.78 CY > W it EMBANKMENT = 253.12 CY 00 THIS PUTS THE PROJECT IN A NET FILL SITUATION OF 88.34 CY. N O NOTE: THE CONTRACTOR SHALL BE REQUIRED TO PROVIDE A U CO oCD SCHEDULE OF VALUES FOR THE LUMP SUM UNCLASSIFIED D Q � EXCAVATION ITEMS FOR USE WITH TRACKING PAY APPLICATION 000vLO QUANTITIES AND PROGRESS. 00 NOTE: THESE VALUES ARE FOR ESTIMATING PURPOSES ONLY AND THE CONTRACTOR IS RESPONSIBLE FOR DOING THEIR OWN QUANTITY 6 o 1n- o E om z TAKEOFF. AUTOCAD FILES WILL NOT BE MADE AVAILABLE FOR THIS 04 0r n 0 PURPOSE. CN 0 O�00 cc:: U r) 0 41 Q O ^� = p J � d t m Q J Lu O 3 c U o 3 GRADING POINTS DATA 3 w rn � i mLO � Point Table °' ro w o ; Point # Northing Easting Elevation v • 101 1268017.7106 827293.4775 5.06 102 1268071.0621 827312.2524 5.50 103 1268086.3498 827344.3576 5.25 m w 104 1268061.3902 827356.2952 5.50 LL1 105 1268072.3436 827379.2957 5.50CIO 106 1268082.0228 827399.6318 5.50 W U 107 1268107.8397 827386.1785 5.25 cu - 108 1268114.3895 827388.3012 5.25 109 1268117.9475 827395.7266 5.25 Q U 110 1268139.0443 827385.6176 5.25 I .. 111 1268160.1410 827375.5086 5.25 Q 112 1268157.9804 827370.9995 5.25 + U 113 11268160.3548 827364.3039 5.25 114 11268180.7733 827341.5421 5.25 I I 115 11268179.1163 827310.9723 5.25 116 11268163.2616 827277.8846 5.25 UQ z 117 11268178.2790 827216.5826 6.29 118 1 1268097.5417 827255.1953 5.94 z I -Cl - 119 1 1268086.2202 827288.2648 5.15 � D O Ld 120 1 1268061.8274 827299.8843 5.25 Q UUz Ld 121 1 1268094.8924 827306.4120 5.40 m W Q rY 122 1 1268098.8126 827303.0507 5.35 I LL- � p 124 11268148.6372 827302.9228 5.00 U Q D 125 1 1268137.2364 827279.1094 5.00 Q Q 126 11268131.3248 827266.7467 5.00 I U Z CD 127 ( 1268116.6455 827360.1230 5.18LL- 0 128 11268103.5314 827324.4899 5.20Lij Q 129 11268136.8682 827336.2600 5.00 1-- CD Q 130 11268164.0022 827324.7474 5.12 131 11268182.9929 827326.2412 5.25 132 11268173.3582 827354.3539 5.25 DRAWING 133 11268155.6506 827255.7181 5.10 134 11268159.0944 827269.1879 5.10 135 ( 1268170.7674 827272.7213 5.00 136 1 1268184.9961 827302.4157 5.00 SHEET 8 OF 15 a Allowable Tolerance For Last 1.75 L SCHEDULE OF BELL REINFORCEMENT Full Wrap Of Reinforcing When Using Single Elliptical Cage. 3" L Classes II, III, =, _Z; Wall A, B, C f Nominal Design Maximum Pipe Bell Reinforcement The Last Full Wrap Diameter Reinforcement Under ToleranceOf Reinforcing Shall Extend 3c Max. n` SO. IN. PER FOOT SO. IN. PER FOOT To The Shoulder Point And 15" 0.07 0.010 Meet ASTM C-76 i - I Alternate Arrangement Of Bell Reinforcement 1 18" 0.07 0.0/0 � `' �' ' 24" 0.09 0.0/0 �j 4"Min. *� 30" 0.12 0.0/0 2„ Min. Cover r. o 3 Max. 36" 0.14 0.0/0 60 Max 42" 0.16 0.0/0 „' - - - 48" 0.19 0.0/l z Min. Cover 54" 0.21 0.0/2 60" 0.23 0.0/35 66" 0.26 0.015 Rubber Gasket (Round Or Profile ) 72" 0.28 0.0/65 ( Round Rubber Gasket Shown ) 78" 0.30 0.0/8 84" 0.33 0.0195 90" 0.35 0.02/ 96" 0.37 0.0225 `All circumferential steel located above this line 102" 0.40 0.024 l08 0.42 0.0255 within 1.75 L is defined as bell reinforcement. " ROUND RUBBER GASKET SHOWN DETAIL OF BELL & SPIGOT CONCRETE PIPE JOINT USING ROUND OR PROFILE RUBBER GASKET 12" For Pipes 14" x 23" Through 19" x 30" Class I Concrete 24" For Pipes 24" x 38" And LargerAny Wire Mesh Arrangement Which Provides 3'-4" CIPL 0.126 . Square Inches Of Steel Area Per Linear 21-411 3 Precast fl It It I/ 1 Z, Foot Both Ways May Be Used; Provided The _ I/ Wires Are Spaced A Minimum Of 2 And/Or A -Ico 1 C° A Maximum Of 6" On Centers oo Z. N 2 -� 42-2 0 2'-0' I8" CIPLro r Joint 6� 2-0 6~ Precast CONCRETE JACKET L, 24" Double Gasket Rubber Gasket Primer ( Preformed Plastic) -4 - ,N J L JD CIPL 2 ►' �, 1 I Precast l 2 �•�-1 ! 2 PLAN TYPE C Primer Approx. Weight 235 Lbs. Filter Fabric Jacket Required Filter Fabric Jacket Required , PREFORMED PLASTIC JOINT PROFILE RUBBER GASKET 3'-4" CIPL ( BEFORE PULL-UP) ( BEFORE PULL-UP) 54" CIPL 3`-0" Precast =� 5j" CIPL Cost of concrete jacket or filter fabric jacket to be 33i Precast- 2._0., 34 Precast included in cost of elliptical concrete pipe culverts. ELLIPTICAL CONCRETE PIPE JOINTSr Grate `y B It Overlap 2' Min. r ELLIPTICAL PIPE SHOWN Varies Joint _"4 1W Woven Or Non -Woven 2" Filter Fabric Type D Mi Min. e -3 n ( See Index No. 199 ) i -Securing Device ELLIPTICAL PIPE Varies Joint--� � 12" l2" Min. Min. Woven Or Non -Woven -- Fi Iter Fabric --Securing Device ISOMETRIC VIEW ROUND PIPE PIPE SECTIONS Cost of filter fabric jacket to be included in cost of pipe culverts. t ` FOR ALL PIPE TYPES - CONCRETE PIPE SHOWN FILTER FABRIC JACKET MISCELLANEOUS DRAINAGE DETAILS 0- ---+I-r-e o 4 i „ Cl See Index 20/ Q _ Q3 Lp #4 Bars c.) QJ 12" Ctrs. n CIPL #4 Bars c@ Precast l2" Ctrs. SECTION HORIZONTAL WALL REINFORCING SCHEDULES ( TABLE I ) WALL SCHEDULE I AREA MAX. SPACING DEPTH (in 2/ft) BARS I WWF 01-151 Al2 0.20 I2" 8" TYPE C Recommended Maximum Pipe Size: 2'-0" Wail - 18" Pipe 3'-l" Wall - 24" Pipe (18" where an 18" pipe enters a.2',0 + .all ) FOR REFERENCE ONLY. SEE LATEST FDOT STANDARDS FOR MORE DETAILS. GENERAL NOTES /. These inlets are suitable for bicycle traffic and are to be used in ditches, medians and other areas subject to infrequent traffic loadings but are not to be placed in areas subject to any heavy wheel loads. These inlets may be placed in areas subject to occasional pedestrian traffic such as landscaped areas and pavement areas where pedestrians can walk around the inlet. 2. Inlets subject to minimal debris should be constructed without slots. Where debris is a problem inlets should be constructed with slots. Slotted inlets located within roadway clear zones and areas subject to bicycles and/or pedestrians shall have traversable slots. The traversable slot modification is not adaptable to inlet Type H. Slots may be constructed at either or both ends as shown on plans. EN;V61 RD , p . No 2 T : AZ 0 110 *00000*0 WILBUR J. MATHURIN FL. LICENSE NO. 63921 a a c o i Z 0 i' U U) W 0 W O N J 0O �-- 0 F N CO 0 Li 00 O Ln a 0-) 00 C) Ln a_ 0 0 0 un O E m CON ") '021 o z Y W r7 I L Y OHJ 000 U ii rq o Q o -, = o 0q - T J �`'�� mQ w O .. 3 V) FU- 0 rn 3 Li CI - j m � LO rn 00 w � o V o M N w CIO a ♦ W V 0 U vI U Q E Q DRAWING SHEET 9 OF 15 i ® O ,. ,3. Steel grates c)re to be used on all inlets where bicycle traffic is anticipated. Steel grates Li are to be used on all inlets with traversable slots. Either cast iron or steel grates may be used on inlets without slots where bicycle traffic is not anticipated. Either cast iron or U) steel grates may be used on all inlets with non -traversable slots. Subject to the selection described above, when Alternate G grate is specified in the plans, either the steel grate, hot dipped galvanized after fabrication, or the cast iron grate may be used, unless the plans stipulate the particular type. 4. Recommended maximum pipe sizes shown are for concrete pipe. Size for other types of v pipe must be checked for fit, 5. All exposed corners and edges of concrete are to be chamfered 4. Q z O O 6. Concrete inlet pavement to be used on inlets without slots and inlets with non - traversable Q 0 � Q slots only when called for in the plans; but required on all traversable slot inlets. Cost to m I- be included in contract unit price for inlets. Quantities shown are for information only. LLL 0-1 ry 0 Vn Lv T. Traversable slots constructed in existing inlets shall be paid for as inlets partial. LL_Y LLJ For conversion work and method of payment see 'TRAVERSABLE SLOT INLETS 0 Q Q ( PARTIAL) FOR EXISTING INLETS'. z a z 8. Sodding to be used on all inlets not located in paved areas and paid for under contract U z z Q r concrete inlet pavement unit price for Sodding, SY. - 0 ry L� 9. For supplementary details see Index No. 201. l0. All reinforcing Grade 60 bars with 2" min. cover unless otherwise noted. Bars to be cut or bent for d" clearance around pipe opening. Provide one additional 44 bar above and 2 PP P 9• at each side of pipe opening. DRAWING SHEET 9 OF 15 i i N D p ,l \ , VA\V,yvvwwuc�r„��,v1Alv`i, ,, y��„a„ �,..................... It \ \l�', 1 h\ ,,l'1��\vv\\,C\\,\\v,v\\v\��\\v�\vv\\v\�� w::v��rwvvtv\vvv\�,,.,, �„ ''` � • I VVI rr Ihl \ \ \ \1��1 1, ��61 1\�\\\\\\\.\ \� �\ 1 \ I t. x : f ,1 \ _ \\\\�\\\\\\\ 11 OW 40*0140 �,• wo \\ �\ uu � \ \�\ \, \\\ \y,,,,\,,,,,,,,, \ 111 '�� `, \• \ \., r \ 1 \ \w NO V \\ mill � 1�A v� ;1w � �\ ,� ��,�\�\\, �\ � 1 : 1111 ,� \ ��+ �� \' 1\�'\,\ 1 i , 1 11 1' , 111 1, ,1� 11�� j III � I ,� I � YV 111, I r I i' � I I a �� I. I n. I i' Ills 1 I 1 .111.1 I 1 .1' r �I �I I I l `t`1 1 �y 7�, ^ .�-,.. 3..• ...� ; i,, r „I tit � I � I I t, � 1 � I �II� ,1 1 41' \d S 1 1 I 11 1,\� 1 � y� 11 � I ti , i I � II g, i1, „1, 1 11 � 'lkll, 1 1 �', 11 , ti'1 �i� rf' I ' 1 11 1 I,, 11' „ , , I ' q ' I 1 ' Jr'7-•. `'• '`<. ��\, 1w 1�, � ��1'�I� h I 1l `,I(Ilq 1 �1l1 , � � I I I� I1III II,I`1 1111 1 nllfh �'• �,fi f.,'` t. �•' i'r. a��.,�. w�� . I 'I •,1+ ,.1 r I `�M � I , 111 r � I\1,1, q� {I G \ I l ll� � �1 I u� 1�11'1�I t � V� � 1 11 I r �`1��N1N1 1 I ftl ; •.,-• I, \I' I �1rI \�,�,�� Ir, I1 1 I •11 I' 1 � tl � 1!�„ di��ll � ,` h�+ � \ �� I 1 I ..'S�. `, � ,,:'` V �i (1.11. I , II �" I 1' l• c I °rll;rl 11` I'rl +nql ill, ^t; �. � •� ss`° �jlt, 41 C l l� GZ� .,�` �p �II�t14rh��il,� �1 p1 I �, 1 Ilr , 1 n 11 III �1 1 ki (l ll, "r1 (I Y ,1�'I'N I �l' ( r 11 �, a °cr,; I l 4 , , I � r � , � I ,1 n1 n '►111 ''1 ID � `.... M, '�"`� 1 1 1�, , \ V\ 1 IM ', I yl1t� III r� 1111 `I1 � , I , r \ 11i '1 � I I �� 11 . li , � 1 I 1 �', y 1 I f • t t '�, % `: „.�, x ti .1 1 'i 1 a��r�� 1 � 4 � , II 11 „11, Iia I ' I � ' - .r• -�. n 111 11 n I� 1 I'i`,Ii11 I��1�11�\x\11\1, I .' �y • �'4� � `• •? �.� II , 1',, w,'1 v. I� � � ¢••. 1�1 ,v 1 N , � '•t'1 II ,' `�. �11 I 'w , t 1 \ , 1 1 d �I II I •'� I I, r I 1 I l A � 1111M1 1� 1 I I � �l I, 11� I A+) �N�li`��, �1� � ,,,,I,,I,;+� r ,,, in �:•• -�•, ��i��l � 1� ' MI 1 �1D •� ,,i:.. ! 11✓ � i��l�� k l l � a , w,, �r 4 4 I 1' l l' a I 1 I ( l „ 11 ' 1 , v 2 h , I I 1 � I 1� h 1. 1 '1 • @ 11 I �- I , k� ,,1 I �ti , 1 \ 1 l G 'a. I' 111 1 , 1 I 1 I 1 ,I 1 � I ,,,, ,. •1 , \ 1 1 t ,,, a 11 `� 11kl�� ,,: , ', 1 1 0 In u11,1 v LFII l w111 ... q 1 „,Vl9 111+4 111 1 �I \ 1111u4 1° , �� 6 I III II h 11�\ ��1 .111111 r , I , „ I I ,t 1 �11� 1`IPI 1, 111 I l a1 \ X41 \ a,l 11 YI;� i \ X11 9 F �1 I1I 1 !1 Y 1 r 1I I d, j „ I o 11„ I I I I 11 1 \ _.-.- POINT OF CONNECTION TO 1� THE A Idd 1 v L 1 1 1 4' � 1 ,1 1 I \ ` i I , 1 � 11111 � BUILDING. CONTRACTOR TO :. ..r',� .-:-::. - �-•-�-:-.'��4ar��, 11, ,v .....,I,n, � 11� �, 11�1s�� 1ti11��11fi�; COORDINATE WITH BUILDING " �� ,v��l•�:� \ ,�,�� , lk�1 •I r„1, 1 , 1,111, � , '..• Ir ��1;ty1„v',v+ve;,,, �o ,il,,,llll�4urova,a,.r,..� p DESIGN AND ENGINEER. 1. 11 a' '�: �'• , .;; � \i`In' 1 h\�\�11\ti\ei .✓..tr.. } {:� �', �l l��1\\r1 ry,lll\ri1, yIl �,c•„i�V1��\,1,� 1 1�y�', \�t�I,4,r n`I�Illldll(111�Q�4?11�a�P�1��1ut1�°i11�1„1,'II„Ir, ��1N Q , • `:� � '' � n� ,, 414 IIs I'i I�� •� y► �- 1 rl, nq1��11\1 '�y��;! FUTURE WATERFRONT PARK RESTROOM y! I,I,uv�1111'I' FACILITY - _ \\ CONSTRUCT 5/8 INCH HDPE 1 WATER MAIN CONNECTION. TIE INTO EXISTING METER BOX. IF REQUIRED, CONTRACTOR SHALL 1`..4 Af SUPPLY METER ASSEMBLY. lllllpll'IP11'1111 .,, \� ha„ c• .IIt(Ijjy .r I ,• r. v1 - . ... .p �, 0 .-ill _ _ ,,,,, ,lay�1'��\7v',Ill•� U D . p 000 O �0 0 n11 1� r O v�' Il, ,, ��A�,'.•y, �. 0 \ 1 t„r' m "I,I firri`� , , , ,...,. r.r . .............. 1 .,.,.. , ... ,,,11, \ °}11�v�,Irgnlv,v\�1r,aklii S II= i s „5a `-- u 5 Svw.. •••4..r , > i.... ,.` W 1� i'r• ........... .:......... . .......... ......... ......... _ C+'iIN ,tViVAiV ,.`Vl�h .. (1A v 0 • l' �,. O �,100� D Dte ('OOa; „ 1 „ 1 1 OVERHEAD ELECTRICAL TO BE RELOCATED BY OTHERS \\ CONTRACTOR SHALL CONSTRUCT 2 - 4" SLEEVES FOR ELECTRICAL. APPROXIMATELY 140 LF. CAP ALL ENDS. SPECIAL NOTE: ALL ELECTRICAL FOR THE GRINDER PUMP SHALL BE INSTALLED ON THE BUILDING EXTERIOR AND MEET ALL THE APPLICABLE CODES. .r.c nm - INSTALL 52 LF OF PROPOSED 4 INCH FORCE MAIN INSTALL 35 LF OF PROPOSED 4 INCH FORCE MAIN BY DIRECTIONAL DRILLING CONNECT PROPOSED SEWER FORCE MAIN TO EXISTING FORCE MAIN. SEE DETAIL S-12, NEXT SHEET. NOTES: 1. EXISTING WATER MAIN AND SANITARY FORCE MAIN HAVE BEEN CLEARED BY FDEP. 2. PROPOSED WATER MAIN AND SANITARY FORCE MAIN TO BE CLEARED BY FDEP PRIOR TO ACTIVATING LINES. 3. WATER MAIN AND SANITARY FORCE MAIN TO BE TESTED PER CITY OF SEBASTIAN AND FDEP SPECIFICATIONS. 4. MAINTAIN HORIZONTAL CLEARANCE BETWEEN SANITARY FORCE MAIN AND WATER MAIN AS INDICATED WITHIN FDEP CONSTRUCTION PERMIT. 5. ANY EXISTING GATE VALVES OR MANHOLES TO REMAIN IN PLACE MUST BE BROUGHT TO GRADE VIA APPROVED METHODS. 6. ALL PROPOSED AND EXISTING WATER AND SANITARY FORCE MAINS MUST MAINTAIN A MINIMUM VERTICAL CLEARANCE OF 36" UNDER ALL PAVED AREAS, SURFACE WATER STORAGE AREAS (RETENTION AREA) AND FINISHED GRADE IN ALL OTHER AREAS. 7. CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFICATION OF ALL EXISTING UTILITIES AND UTILITY CONNECTIONS PRIOR TO CONSTRUCTION. DIRECTIONAL DRILL NOTE: DIRECTIONAL DRILL PLANUANTT R Q I IES ARE BASED ON THE EXISTING PAVEMENT WIDTH. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INCLUDING ALL NECESSARY COSTS FOR SETUP AND TERMINATION DISTANCES IN THE UNIT COST PRICE FOR DIRECTIONAL DRILL. NO ADDITIONAL PAYMENT SHALL BE MADE FOR INCREASED QUANTITIES RESULTING FROM SETUP AND TERMINATION DISTANCE. It E, �•• • .�. iQor% ot* 0F tci S•0•' IVAL ►rrnrN+r WILBUR J. MATHURIN FL. LICENSE NO. 63921 ui I O O i z N LLJ O I- 0 E N i Li 0')o O L0 Q 00 U L0 � 0 r ooLc) oE m Op n p Z N ll- 00 tJ U�� 0 0 = 0 0- J OO C U V)LL_ po C3 j I Q ^ N = o 0 �� 0 W m Q J w O v3 = X 3 rr U o 3 0 I--- rn 3 CC W m L � I m 0) 0 vic, W D O O N W N W c Q •� C' D C V W 0 to I ^ _ ^ c 0 Q I iii ' rl U ii Z Q f J_ 4 0 cf) L,J J 0 Q z� 0 w Q 0 L� D < 0 1— Q Z m LvLLJ Q (n Ld z Z Y Q Q Q za_ o }}-- Z F= Q F-ZQ 0 0 C) Z Z 0 Z 0 Q Lv � � Z W z 0 Q W C) Q DRAWING i SHEET 10 OF 15 ,a ••- j�Ar. h \wn INSTALL 52 LF OF PROPOSED 4 INCH FORCE MAIN INSTALL 35 LF OF PROPOSED 4 INCH FORCE MAIN BY DIRECTIONAL DRILLING CONNECT PROPOSED SEWER FORCE MAIN TO EXISTING FORCE MAIN. SEE DETAIL S-12, NEXT SHEET. NOTES: 1. EXISTING WATER MAIN AND SANITARY FORCE MAIN HAVE BEEN CLEARED BY FDEP. 2. PROPOSED WATER MAIN AND SANITARY FORCE MAIN TO BE CLEARED BY FDEP PRIOR TO ACTIVATING LINES. 3. WATER MAIN AND SANITARY FORCE MAIN TO BE TESTED PER CITY OF SEBASTIAN AND FDEP SPECIFICATIONS. 4. MAINTAIN HORIZONTAL CLEARANCE BETWEEN SANITARY FORCE MAIN AND WATER MAIN AS INDICATED WITHIN FDEP CONSTRUCTION PERMIT. 5. ANY EXISTING GATE VALVES OR MANHOLES TO REMAIN IN PLACE MUST BE BROUGHT TO GRADE VIA APPROVED METHODS. 6. ALL PROPOSED AND EXISTING WATER AND SANITARY FORCE MAINS MUST MAINTAIN A MINIMUM VERTICAL CLEARANCE OF 36" UNDER ALL PAVED AREAS, SURFACE WATER STORAGE AREAS (RETENTION AREA) AND FINISHED GRADE IN ALL OTHER AREAS. 7. CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFICATION OF ALL EXISTING UTILITIES AND UTILITY CONNECTIONS PRIOR TO CONSTRUCTION. DIRECTIONAL DRILL NOTE: DIRECTIONAL DRILL PLANUANTT R Q I IES ARE BASED ON THE EXISTING PAVEMENT WIDTH. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INCLUDING ALL NECESSARY COSTS FOR SETUP AND TERMINATION DISTANCES IN THE UNIT COST PRICE FOR DIRECTIONAL DRILL. NO ADDITIONAL PAYMENT SHALL BE MADE FOR INCREASED QUANTITIES RESULTING FROM SETUP AND TERMINATION DISTANCE. It E, �•• • .�. iQor% ot* 0F tci S•0•' IVAL ►rrnrN+r WILBUR J. MATHURIN FL. LICENSE NO. 63921 ui I O O i z N LLJ O I- 0 E N i Li 0')o O L0 Q 00 U L0 � 0 r ooLc) oE m Op n p Z N ll- 00 tJ U�� 0 0 = 0 0- J OO C U V)LL_ po C3 j I Q ^ N = o 0 �� 0 W m Q J w O v3 = X 3 rr U o 3 0 I--- rn 3 CC W m L � I m 0) 0 vic, W D O O N W N W c Q •� C' D C V W 0 to I ^ _ ^ c 0 Q I iii ' rl U ii Z Q f J_ 4 0 cf) L,J J 0 Q z� 0 w Q 0 L� D < 0 1— Q Z m LvLLJ Q (n Ld z Z Y Q Q Q za_ o }}-- Z F= Q F-ZQ 0 0 C) Z Z 0 Z 0 Q Lv � � Z W z 0 Q W C) Q DRAWING i SHEET 10 OF 15 ENGINEE5j jjj j ,ORD J. 40 :.�,. . O : u F : W: •�•A• �. WILO�YJIIIIlAIA URIN FL. LICENSE NO. 63921 METERS SHALL BE LOCATED IMMEDIATELY 1-1/2.0 P.E LOCKING a a " INSIDE THE RIGHT -OF -'NAY UNLESS SERVICE LATERAL CURB STOPS o -�-� OTHERWISE DIRECTED BY IRCOUS ` I I METER BOX :ODV -� APPROVED METER BOXES (METER NOT SHOWN} '$ 1"P.E. 90' ANGLE LOCKING CURB STOP SMALL BE POLYMER -=I F SERVICE o ' L� • (TO ACCOMMODATE 5/8.00/4"+D METER) CONCRETE & FIBERGLASS z LATERAL1 J E r E 2"0 PREPUNCHED -----..�,. , OF GATE VALVE ,. " HOLE f0R TOUCMTONE -- _... - -- FILLING W 12(A)E BE USED FOR FULL PLAN VIEW I" 1+ OR 2 METER LiD � � \ 2 � � BEND PIPE MAY CORP STOP Lo \ FLOW FLUSHING ROADWAY FINISH GRADE O -.,. 2" .. _ f y r EXISTING MAIN GRADE ROADWAY GRADE (SWALE) 2'-.0" a + c BRASS COMPRESSION t WYE BRANCH 2" �. IN LINE DUAL -. ..- :,"`.' i', ti; •,.- �';,. i'. "/r / �; ! BRASS LOCKING CURB -' C w / z y \. -�%, / ,�:•� ,//.. r HECK BY IRCQUS z J o ✓l / �!' ✓�y '. C �t. °/. '`\% WF } .. ;/., .,STOP WITH IN"IEGRAL PLAN lil�r 2 METER COUPLING " I (MIN} / o 1 12" 7 ,� PREPUNCHED �..__. ... C _.. ....... o' VALVE 2" LOCKING -� � UCHTONE CURB STOP APPROVED \ { x7 M! ) / .AiNLESS STEEL PIN - - - ;,�. !._-tigAld:ER BALL CENTER HINGED OPENING HOLE FOR TO � _. w U WjPVC PL.,IIu-.._.._..... --,.._...._._. `=`~---��`' IN LINE DUAL 41 " " N ,N ST �� R LD o 9� - _ CL / I METER BOX _ + --._.__......._........_-... ............................ ._." CHECK BY IRCDUS METE � i � �--- 24"08" (MIN) f I C *' . " '' � � NEW WATER MAIN METER COMPRESSION • " I - . 9 CUBIC FOOT LONG SERVICE I (SEE r PROPERTY LINE- gtUX v z (�EE NO7t s} FITTINGS �' • • 3f4" GRAVEL OR I y (SEE NOTE LiVIT5 OF FLUSHING CRUSHED ROCK IVC CASING SLEEVE SHORT TRACE WIRE = NO. 3) CA m s > -� �.- • • SHORCE r � EXISTING OR NEW--� R.S.G. V. E : -WATER MAIN 2„� � �- / � 0 GATE VALVE �`- -----2 POLYETHYLENE _ STAINLESS STEEL ' DOUBLE STRAP + w� ELEVATION > SERVICE SADDLE ' 1"0(MIN) CUSTOMER ( ELEVATION p I PIPING (BY OTHERS) % l'. 6 -+ NOTES LOCATE MARKER BALL (WATERT W ELEVATION z N 1. SUCCESSIVE TAPS INTO THE WATER MAIN SHALL R= A MINIMUM OF 18" ON CENTER. Q N RESTRAINED PLUG (M.,l.} 2. ALL SERVICES REQUIRE 36" MINIMUM COVER. () (� O •"•-HORIZONTAL DISTANCE EQUAL 3. MINIMUM SERVICE SIZE SHALL NOT BE LESS THAN 1"0, DUAL SERVICES SHALL BE A MINIMUM 1-1%2"0, W 07 � � TO DEPTH OF COVER NOTES NOTES p 2" CORPORATION TRIPLE SERVICES SHALL BE A MiNtMIIM 2'+% AND QUADRUPLE SERVICES SHALL BE APPROVED BY IRCDUS. O L!7 Q STOP , f 4. 1"0 & 1-1/2"0 LONG SERVICES REQUIRE A 2' MINIMUM I.D. CASING PIPE. 2"0 LONG SERVICES REQUIRE 1. METERS OVER 2"� MUST BE APPROVED BY IRCDUS AND INSTALLED 1, A FULL. UNE FLUSH iS THE ONLY FLUSHING METHOD APPROVED FOR MAINS. � � � U ELEVATION A 3" NONIMUM I.D. CASING PIPE. CASING PIPE SHALL 13E SCHEDULE 40 P.V.C. BY CONTRACTOR. ALL FIRE HYDRANTS AND DETECTOR CHECK VALVES SHALL BE INSPECTED AND TESTED 0- Clo ......p...�................................ ............ ....... ......... ...... .......,.. ---, _..__ _ - - _--__-----,.,-.,,.,, 5. ALL METERS 2"0 OR SMALLER SHALL BE INSTALLED BY IRCDUS, REFER TO APPROVI D MANUFACTURERS' YI 2. ALL METERS 2"0 AND SMALLER WILL BE SUPPLIED AND INSTALLED TO ENSURE THAT NO FOREIGN OBJECTS IMPEDE THE FLOW OF WATER. MOTES PRODUCT LIST FOR METERS GREATER THAN 2"0. BY 2RCOLIS. E, A PRESSURE GAUGE SHALL BE INSTALLED UPSTREAM OF THE FLUSHING POINT. 3. MINIMUM SIZE OF METER BOXES: 1"0 SERVICE (12" X 18A); 1-1%2"0 AND � 1. BLOW -OFF TO BE LOCATED AT ALL DEAD END LINES, AS REQUIRED 6. PIN LOCKS SHALL BE PURCHASED BY T:-iE DEVELOPER AND/OR CONTRACTOR AND SHALL BE INSTALLED �" j THE PRESSURE UPSTREAM SHALL NOT FALL BELOW 35 P.S.I. ON ALL LOCKING CURB STOPS, SAMPLING POINTS, AND WATER SERVICE CONNECTIONS AT THE TIME 2"0 SERVICE (1, X 223', 0 0 In O E m BY IRCDUS. 4. METERS GREATER THAN 2"0 SHALL BE COMPOUND METERS. REFER TO IRCDUS 3, PROVIDE ALL NECESSARY THRUST BLOCKS AND/OR OTHER RESTRAII+ITS. � ON r- 00 O z OF ACTIVATING ALL WATER MAINS OR AT SUCH TIME AS DIRECTED BY IRCDUS. U 2. ALL MATERIALS ARE TO BE PER IRCDUS APPROVED MANUFACTURERS' PRODUCT UST. 7 c APPROVED MANUFACTURERS PRODUCT LIST. 4, INDIAN RIVER COUNTY UTILITY PERSONNEL, AFTER A MINIMUM OFA 48 HOUR `-� N - � �Y z 7. CURB STOPS SHALL BE THE SAME SIZE AS THE METER_ THAT ARE INSTALLED. W P7 I 3. METHODS OF RESTRAINT AS APPROVED BY IRCDUS. NOTICE BY THE CONTRACTOR, SHALL BE PRESENT FOR ALL FLUSHING U F- 0 C 2 8. TRACE WIRE TO BE INSTALLED AS PER DETAIL M-16. 5. TRACE WIFE TO BE INSTALLED AS PER DETAIL M-14. ACTIVITIES AND SHALL OPERATE ALL EXISTING VALVES. 0 E5 LJ 00 p U 4. TRACE VrIRE TO BE INSTALLED AS PER DETAIL M -i4, 9. LOCATE MARKER BALLS ARE TO BE PLACED 2N ALL METER BOXES NTHIN 24" FROM SURFACE. 6. LOCATE MARKER BALLS ARE TO BE LOCATED ADJACENT TO ALL INLINE VALVE BOXES AND 0 2� p 5. LOCATE MARKER BALLS ARE TO OE LOCATED ADJACENT TO ALL VALVE BOXES AND PLACED IN ALL 10. (2) TWO PREPUNCHED HOLES REQUIRED FOR 2"0 METERS. PLACED IN ALL METER BOXES WITHIN 24' FROM SURFACE.. Q O ^ 1 .... . ...... ..... .... ...... .. . METER BOXES WfiTHfN 24" FROM SURFACE. DRAWING DRAWING DRAWING ��A ......... ... ......... .. ; IS J I `IDIAN RIVER COUNTY/I po* Rx ul�lol �NO. INDIAN RIVER COUNTY f- r��y` `!N0. INDIAN RIi FR COUNTY NG. INDIAN R.I�'ER COUNTY �� FLUSHINGDRNO. LdDEFARHENT OF L � /� / FF DEPARTMENT OF � e A T� L`. SJ' E I � V I C E 1A I �1 DEPARTMENT OF � f� E TE � U �!\DEP�,RTMENT OF ra U 0 3 0 UTILITIES SERVICE " S s�+yW- UTILITIES SERA ICE 3 . ` , y �' `� I LITILiTIES SEP 'ICE ,� `, - uTII ITIES SER1IC.ES �* �� CONNECTION W- 7' aa�am eoaa JLY =wa fJR may. ,F=.Y 2W4 of 1 v� AM m. >_ 0 � W O) co B7 m � 0 00 W 3. I) ^ V °) CD DETECTION TAPE i TRENCH °.WIDTH 1 _ (SEE NOTE NO 6) PROVIDE TRENCH ASPHALT PAVEMENT m SLOPE AS REOID MECHANICALLY TRENCH WIDTH 'W' + 4' MIN ,- �,�� , /" MEC EXISTING 6' GRADE OBSTRUCTION � i � �� • � FINISH GRADE � Ld PROVIDE TRENCH - - SURFACE RESTIBRATI[7N �` � . �3`\� 36 MIN � i �^%i1 SLOPE AS REGt'T) i GRADE PAVEMENT _ EXISTING - _ COVERj�/�l/� /'(��/`�\' •� W //\�>r/ �j +� n+ W MTI•J BASE 57 .`,/�/ :y\ � � ~ /✓ /,,a I-�- r /j�/j/l/1,r �,�� s �� Qw PRESSURE MAIN �/`/ / . \% (� cQ '�?`� RESTRAINED •� °' 0 / ` T J / / / / / / / / : } / ,' • JOINTS- - 45" OR 22 1 2' FIBERGLASS LINER ,r ' W (SEE NOTE 4)-- / / / / / / / / / , / ; :' V z f ENCASE AS REQ'D-%� BENDS (M.J. °' (� s - 6° MAIC LAYERS / / / / / / T r ! ' SPECIAL UTLITY GROSSI�iG - FTTIPIO TYPE FORCE MAIN M O OR OTHER APPROVED cu h ELEVATION \, MAINTAIN TRENCH w METHOD TO ACHIEVE REPLACEMENT ..._.. (f� L) DETECTION TAPE ✓ / : / •"` / *113' MINIMUM CLEARANCE REQUIRED FOR WATER, STORM WATER, AND SANITARY SEVER MAIN CROSSINGS. Q WIDTH =' 981 COMPACTION LTMERdCK BASE ... ................ .dIDTH 2°-fI ABOVE (SEE NIITE N❑ 8) �! J` ' / IN 3 LIFTS AT IF MINIMUM CLEARANCE CANNOT BE OBTAINED, 01P WITH MECHANICAL JOINTS OR CONCRETE ENCASEMENT TOP OF PIPE 9�1 IS REQUIRED (SEE NOTE 5A) ® Ur © 11 I 6' (MAX) LAYERS QR �� . __ zo :o (SEE NOTE 6) su ❑THER APPROVED METHOD A GRADE y° " OBSTRUCTION SLOPE TO ,.� �j TO ACHIEVE 98% COMPACTION W I _ 36 (MIN) COVER 4'-0" ID Q I MAXIMUM WATER LEVEL -1 4° MAX MAXIMUM WATER + 4' MAX \ SEE NOTE NO. ? �`" ''` PRESSURE MAIN � f ALL❑WAI3LE DURING -- \'* LAYERSACCEPTABLE LEVEL ALLOWABLE iwvFaT ,�� ;., ,r LAYERS CONSTRUCTION o �� % AT 981 - DURING C❑NSTRUCTI❑N - ;>\..;. A'C 9$1 4 ,� �®a� •- ENTER A FULL LENGTH OF PIPE FOR DEFLECTION C GRAVTY SEWER \ - i f�//�/ ENCASE AS RE AT THE POINT OF CROSSING STANDARD LONG DOWNSTREAM 1 4{ S;V /4' DIA BEDDING ROCK A a 1 t I STANDARD UT€LiTY CROSSING; !3MFC-flCH TYPE RADIUS ELBOW \� INLET r4' A BEDDING 12' PIPE_._ ELEVATION ATIOh S DI BEDDI I �.. OR PEA ROCK WHERE UNDISTURBED SOIL OR PEA ROCK WHERE 1, PIPE I _120- `'' IOD =: UNDISTURBED CONDITIONS REQUIRE I NOTES _ _ _ _ `�'� .._.....-...__-- -._ ._...---...�.... J CONDITIONS REQUIRE OD -------- SOIL TRENCH WIDTH 1. THE DEFLECTION TYPE CROSSING SIIALL BE USED WHE?EVER POSSIBLE. ONLY UNDER SPECIFIC _ _ I TRENCH WIDTH_ ORDERS BY THE ENGINEER AND APPROVED BY IRCDUS SHALL THE FITTING TYPE CROSSING BE ALLOWED. J y `!« ._�_ �w-__ _._i I .W. W E L E V A T I O N cur HOLE (usE .. 6"(MIN) Q 2. CONSTRUCT STANDARD CROSSING NOT TO EXCEED 75% OF THE MANUFACTURERS' MAXIMUM JOINT DEFLECTION. LL_ NEOPRENE BOOT f ('TYP) 3. IF USED, TIE RODS ARE TO BE COATED WITH A COAL TAR ENAMEL AFTER ASSEMBLY. (2 COATS mlNIMUM) TO SEAL) ELEVATION N ❑TES: 4. OTHER METHODS OF RESTRAINT MAY BE USED AS APPROVED BY IRCDUS. T 5A. CLEARANCE B 6 -(MIN) " USE DIP FOR GRAVITY SEWER WHERE VERTICAL CLEAR BETWEEN WATER I>lA1N AND SEWER IS III z z NOTES � 1, WHERE SOIL CONDITIONS CANNOT BE MAINTAINED AS SHOWN ABOVE, PROVIDE APPR❑VETt LESS THAN 18 INCITES. DIP SHALL BE USED FOR GRAVITY SEVER AT WATER UNE CROSSING WITH A € V ❑ T E J METHOD OF CONSTRUCTION. LENGTH OF PIPE. THE PIPE SHALL BE CENTERED AT THE POINT OF CROSSING, SO AS TO LOCATE JOINTS � I- � O P: SHEETING WILL BE REQUIRED AS DETERMINED IN THE FIELD, AT A POINT OF CROSSING, AND TO LOCATE THE JOINTS AT A MAXIMUM DISTANCE FROM THE WATER UNE (J7 O W I. WHERE SOIL CONDITIONS CANNOT BE MAINTAINED AS SHOWN ABOVE: PROVIDE APPROVED 3, NEV SURFACING MATERIALS SHALL BE CONSISTENT WITH EXISTING MATERIALS AND SHALL 5B. ONLY UNDER EXTREME CIRCUMSTANCES MAY MINIMUM AND HORIZONTAL SEPARATION REQUIREMENTS BE ELEVATI CIN Q U (� � METHOD OF CONSTRUCTION. HAVE LAPPED AND FEATHERED JOINTS. 0-1/2+ MIN. THK.i WAIVED AND ENCASEMENT BE UTILIZED BET`NE£N WATER MAINS AND FORCE MAINS.m w W 2. SHEETING WILL BE REQUIRED AS DETERMINED IN THE FIELD. 4, COMPACTION PERCENTAGES SHOWN REFER TO AASHTO T-180. 6. SEE TRACER WIRE DETAIL. M-14. LLJ � � � � 3. COMPACTION PERCENTAGES SHOWN REFER TO AASHTO T -I80, 7. ALL. WATER AND SEWER UTILITIES SHALL. BE LOCATED A MINIMUM HORIZONTAL SEPARATION EQUAL NOTES U) W � 5: ALL ROADWAY RESTORATION SHALL COMPLY WITH INDIAN RIVER COUNTY PUBLIC Y Q Q 4. MECHANICAL COMPACTION NOT ALLOWED BELOW THIS LEVEL, TO THE DEPTH OF THE PIPE PLUS THE DIAMETER OF THE PIPE FROM ANY PERMANENT ABOVE GROUND 1. SEE MANHOLE NOTES ON DRAWING NO. S-4. Wi1RKSJi DOT STANDARDS, STRUCTURES (i.€. WALLS, TREES, TRANSFORMER PADS, ETC.) AND .A MINIMUM HORIZONTAL SEPARATION 2. SEE PIPE OPENING DETAIL DRAWNG NO. S-10. & TRENCH WIDTH 'W' = PIPE RD, PLUS 2'-0'. fi, MECHANICAL COMPACTION N07 ALLOWED BELOW THIS LEVEL, � 61 2' UID€ DET€CTION TAPE WITH M€TALLIC BACKING TO BE INSTALL€D OVER MAIN 1'' EQUAL TO FOUR (4) FEET FROM ANY UNDERGROUND UeUTIES (LE. GAS MAINS, TELEPHONE LINES. 3. SEE MANHOLE EFFLUENT & INFLUENT DETAIL DRAWING NO. S -1i. Q � � Q W BELOW SURFACE. TAPE TO BE MARKED-'CAUTIONt WATER LINE BELOW', CAUTION' FORCE 7. TRENCH WIDTH 'W' = PIPE O.D. PLUS 2'-0'. CABLE LINES, IRRIGATION MAINS, ETC.) 4, NO INSIDE DROP 4YILL BE ACCEPTED. z Q S. ALL WATER AND SEWER UTILITIES SHALL BE LOCATED A MINIMUM. HORIZONTAL SEPARATION EQUAL 5. MATERIALS FOR LINING MANHOLES SHALL BE EQUAL TO THAT MANUFACTURED BY ASSOCIATED MAIN BELOW', OR "GAUTII❑N REUSE WATER MAIN BELOW'. TRACE WIRE SHALL ALSO BE 8: 2' WIDE DETECTION TAPE WITH METALLIC BACKING TG BE INSTAL LED ❑VER MAIN V TO TWO TIMES THE DEPTH OF THE PIPE PLUS THE DIAMETER OF THE PIPE FROM THE TOP OF THE FIBERGLASS ENGINEERS OR APPROVED EQUAL AND SHALL BE ENGINEERED TO A � Q � USED CONTINUOSLY ON ALL PIPE. (SEE DETAIL- M-14). BELOW SURFACE, TAPE TO BE MARKED-'CAUTIONI WATER LINE 3ELOW`, CAUTIION+ FORCE , r STANDARD OF 16,000 -POUND VERTICAL DYNAMIC WHEEL LOAD (AASTHO H-20). - � LL.I 7, ALL RESTORATION IN EASEMENTS OR RIGHTS OF WA. OR WHEN REQUIRED BY OTHER � BANKS OF ANY BODIES OF WATER ,LE. STORM3ISATER PONDS: CANALS, ETC.) V MAIN BELOW', OR 'CAUTION. REUSE V,ATER MAIN BELOW'. TRACE. WIR€ SHALL BE US€ID r Ff.BERLLASS LINERS SHALL BE INSTALLED ON ALL MANHOLES RECEIVING PUMPED SEiSAGE, U � f - Y 9. ALL WATER AND SEWER UTILITIES SHALL BE LOCATED SUCH THAT A MiNlkAliM HORIZONTAL SEPARATION 6. ALL MATERIALS ARE TO BE PER IRCDUS APPROVED MANUFACTURERS' PRODUCT UST. Z z JURISDICTIONAL AGENCIES SHALL CONFORM Ila IRCDUS SPECIFICATIONS OR THE CiINTINU❑SLY ON ALL PIPE. (SEE DETAIL M -i4?, Q OTHER JURISDICTIONAL AGENCY SPECIFICATIONS,, WHICHEVER IS MORE STRINUENT. I MEASURED FROM THE OUTSIDE YdAf1 OF EACH MAIN. - Q 98% COMPACTION IN SHOULDER OF RIGHT OF WAY, OF 1D EXISTS A5 MEA ;` G y` .... Of ......... ........ ........ DRAWING DRAWING RAWgN Iy VSA INDIAN RIVER COUNTY NO. INDIAN RIVER COUNTl` � NO. DRAWING DRAWING DEPARTMENT OF INDIAN RIVER COUNTY TRENCH I DETAIL �_ N❑. INDIAN RIVER c�OUNTY- � TRENCH DETAIL N❑ UTILITIES SEI? ICES # � U TI LI T`( CROSSINGS � _ 4 DEPARTMENT TE TIE �s'`':� SERVICES e � - FORCE MAIN TIE-IN � _ 1 � Ld DEPARTMENT OF �� L E 't T � F - DEI'AIiTIt:IIa.NT ()F UTILITIES SERVICES (UNPAVED EASMENTS) I°�'� UTILITIES SEFVICES � `� � (PAVED AREAS �� SMOULDERS) M 2 JULY 2m L.tal i + �. DRAWING SHEET 11 0F 15 1 No: AN -M.04.30-04 Mcissblatt PIRANHA S 1014 - S 20/2 ? Drawn; 19.07.57 / C.Qu€rke €saue Oate!09.11.05 U E Dimension sheet 1{n9e 1 vor-s ten lechnica [ha1F�_•s rerxrved Can riser di Icodif6cha Plan d'encombrement ion raservo do n difi[ariones Sous reserve de madifi[utl•n (50 Hzo X50 Hz) Typ Typ Type Type Tipo Tipo S 1212 S 10/4 S 13/4 IS 20/2 S 17/2 MINIMUM SUDS' CRENINL- FOP ONE PUMP TWO PUMPS 0625 MINIMUM — �-•], 114" 130 t `7 V LOWEST SWITCH OFF POINT FOR AUTOMATIC OPERATION T r~ CONILAL EXPANCING MASONARY UPOAT B 14125 DRILL. HOLE SIZE 14mm tit:;£ \idRc:ii\S' \'ave ,4 a� A\ i I \ i Part Number - Description ....... .... _.............. . Quantity w 25" _. .... .... _.._....- ...... .............••---...... ».v { Z €:FM30X32X25A - ALUM.COVER-30-f iii �3 OPEN ARM SLb,—ersib:a pumps for problem -free Pur;rh^ of swags . - ... \� 7S'11-'rL'�'T,r.'ii\a`5S to ATE . I ?v`2'4..''v,� JiiF17i@La 672 S'K'>L,S iafY 2i"i> Vb9C. t'tt•`ic£:R ' . i •...\ F ?�f4a.tq: 1. Inlet ttE3tS - E-nSlineer to size and I 4\\ mnitartor to lonstn an Install in tine leld \r 2. Flr-<at Brac&et and upper guides -attached to Access cover tame. 5 y^vdt{CKE EDYVI %Q?yE` ............ .................... .. »,.. . ,.� j :', �FlS 3. Elealrl[:-d and Inlet hubs shlp�u� loose s ., 4, ht'PPiG'(i31n:�+t?,�Y�:.xthii-EtYie`�3) 175r1ri)fj smiler lents v1tvitlLa the fayxtg of a conventional s3rier woLfd 0x3 lenytia as nr siad. .xi 7 7 qqc�tt ��yf r FF pp <� 2 .jj y, _ >��} y. ��YS>`��'�Y6 �L��,„i,�°f�t8�.. �2 At\��F:`��W;II��:.'i"\.��2�#��i,•�.d`\�.�•. �. ,. ; ......................... _ __.._...._............_._..__» ........ - VU'k' • For use In slaughter houses, food ice si� �ards, pal-e tit 0 No- AN -M.04.30-04 Massb[att PIRANHA S 1212 - S 20/2 OrawrIn 18.07.57 d C.Cuirke Issuea e: q4.11.05 UER Dimension sheet Tnder vdoehatren I Tecllm[ [halrges resersed Can riserva dl modificlre Plan d'enco 11brement on reserva de lnadt`r[a[ianes Sone reserve de msdifitaVon (50 Hz) C60 Hz) ( U.S. Typ Typ Type Type Tipo Tipo S 1212 IS 10/4 S 13/4 IS 20/2 S 17/2 MIN'MUM SUMP OPFNINfa FOR ONE PUMP TWO PUMPS 0£25 MINIMUM O.B + � : ash•. •� 3.4 14-8 LU _,1 114" Jim 11 -NUT p ZZ 'I7 --LOWEST SWITCH 0FFPONT T FOR AU'SOMATfC OP RATION CONICAL EXPANDING MASONARY UP®AT R 14,123 GRILL HOLE SIZE 14mm Call Out i Part Number - Description ....... .... _.............. . Quantity w ?Vi3�brvi _. .... .... _.._....- ...... .............••---...... ».v .—. 1r e3 Z\ tZ 1 133 x $a iR*;3n%crY $ €:FM30X32X25A - ALUM.COVER-30-f iii �3 OPEN ARM SLb,—ersib:a pumps for problem -free Pur;rh^ of swags . - ... containing faacal matter in pipe lines from 114' (DN 33). �y J ltw, I ?v`2'4..''v,� JiiF17i@La 672 S'K'>L,S iafY 2i"i> Vb9C. t'tt•`ic£:R ' . i 4 yt Applic.�t to�ta >»�y ��ya SS t x� z+ r\t t p ; 2�v i C�'xE. 'tC4.a .R •.Ria .f `tis RML A.7-SY, .\. A�'�' i k4`c T`:,:�:�1\Y5: r`�i:6\�^A#��` ` �> & $e: 2 i 4 k =2 .... 'r,310 \ 5 y^vdt{CKE EDYVI %Q?yE` ............ .................... .. »,.. �g 8 - E..................»» smiler lents v1tvitlLa the fayxtg of a conventional s3rier woLfd 0x3 .t�CRO ....... .............._...... ---- .xi 7 7 qqc�tt ��yf r FF pp <� 2 .jj y, _ >��} y. ��YS>`��'�Y6 �L��,„i,�°f�t8�.. �2 At\��F:`��W;II��:.'i"\.��2�#��i,•�.d`\�.�•. �. ,. ; ......................... _ __.._...._............_._..__» ........ - VU'k' • For use In slaughter houses, food ice si� �ards, pal-e tit ALf>°t£............................... ..: --••••.-........ ......... ... i • €11rasrna M and 09 we specialty designed Io r private and dorntr tc 42()47033 - INLET NUB, 4" DISCHARGE,, CAST IRON • P,W. v,:m allowable tw:Ir,a ature of the rr is alum Is 40'u, or shoe: z .er• r 1 to ED zC (max. 5 minutes). a �� .��'iii•- 1 C . 1 . ..... .-X.............--' 1.—tom;.. -.. ....................._.................. ............ 1 —......................... 18 Beatings Fti?4urem •Ihe stalniess steel motor shaft Is supported k1 lubricated-for-rio 12 , +��'`�e ;:ae� ' �,:1„tev„`;: ��eA{., >� a'titF.� moi:-•�,a4 ;re�s�.:3>�(,.'18 such as cltottta and plastic bags. 16 ,�..-'\-<-y--t-»-AXs- q-�-R-[;•:'ffik�-A:-X--}1'-<K—_..__ -.-:.--..... : 1 14 ------------- { ........... .......... ...............V • Rrarft 06 and 0711 fitted witil MF modular motor: Pkanha-5 vaith of s f ig quality RwIng unit using a silicon carbide mer,, an! W »»....- ......................... » . ........ --------- : e Rranhq W. ern: Dig evallsbis as lCi :Wsfon v 7th foe, switch. --------------------------------. .................. . --- {... ...... . ----- --- «�1�� 2>�R�SdO . yy it1 t the by k aulic a£ds, S!G-C at." rnotor. ----------------------------- Ali seals ars independent ndent of dh-cton of rotatlor and resistant to 17 ! • Standard and Ex-imme c N-- teas mtxdata battoasl. 1 I Clischa ge Submersible Grinder Pump SULZER Quantity ?Vi3�brvi Fype ABS Piranha 8- 1110 Q €:FM30X32X25A - ALUM.COVER-30-f iii �3 OPEN ARM SLb,—ersib:a pumps for problem -free Pur;rh^ of swags : containing faacal matter in pipe lines from 114' (DN 33). e ................. : .......... :.r....t_.........r....tt............<.........................................................y 4 yt Applic.�t to�ta 2k \. F lraraix9 sub ably ;Jumps have been designed far effMtive and 4 .ar, in economic, dawate rraj usN d ccharge line_ of small dia-T.64 \ prteate, mimic }pal rax! Industrial areas. `< � • Ee�s :ge rerrxJva,1:erJm E't'Ylf':5.1 i:nitS r1r1d titllla'l3'i ir: rtnote ; s smiler lents v1tvitlLa the fayxtg of a conventional s3rier woLfd 0x3 .t�CRO ....... .............._...... ---- tori exper-,s3ve, where large grourv; undulations are present 7 wheys 0 Is only possible to lay pipe llnes of small larat:x; • &-mage f sites, cQrilmunal Wil-:ihrgs �� \ rernowal om motorway resting and for r•3no,=*on of build-,gs or arrears of a cfiy � • For use In slaughter houses, food ice si� �ards, pal-e \ �\\ mctLxles, atiffculture and similar areas. �\ • €11rasrna M and 09 we specialty designed Io r private and dorntr tc l • P,W. v,:m allowable tw:Ir,a ature of the rr is alum Is 40'u, or shoe: z .er• r 1 to ED zC (max. 5 minutes). a �� .��'iii•- construarlon -\. a£tj.i, 3 -...: �t ta"`-.r:i-t?c.. >.t i S -`, 3 - [ \t`c.c\*\ \.<. ,.,.,. . ....... The water psv Ssure-tight, ermpst #red 14Y kod--proof motor and the pump section 'o -m a connpw , robust, unit consarLection. ----- __.. ---------- - ----- -_------_ Beatings Fti?4urem •Ihe stalniess steel motor shaft Is supported k1 lubricated-for-rio . Unite Flranha al-nmdding system capable of shmddin0 Items ball beanncis, such as cltottta and plastic bags. 16 • For the pumping of writ ,.r ter rmxrfakang sm asge, offal, oraw is Shaft ; ealj g and indust€{.al effluent. Piranha OE - S26: Bu veen r?aotor and hydrauic sectlon by mem • Rrarft 06 and 0711 fitted witil MF modular motor: Pkanha-5 vaith of s f ig quality RwIng unit using a silicon carbide mer,, an! W AS, Phoria NE witi-1 XFP Pmnrtaim Effic:enrcy IE3. seal. ISM at motor side Is by oil a:blicatad lit-) sekil. e Rranhq W. ern: Dig evallsbis as lCi :Wsfon v 7th foe, switch. PirarAia PE30r`2C-11012E:-Dou!Aa mechanical sans, W-aiC at • Small dtscha7t ) linens from 114° Pki ::rf) the by k aulic a£ds, S!G-C at." rnotor. . Instatlabims are fxx3sible evhe n3"greurr? undulations are Ali seals ars independent ndent of dh-cton of rotatlor and resistant to present. tat-rrp tore 3110eK, • Standard and Ex-imme c N-- teas mtxdata battoasl. • Plranf•.a Mt and OU have capacitor h uper lid and do not € z• uiro Clischa ge a oontrcl 1'x x. Pimnha 08 arra 09- Did 32 flange cotta: G 11/4' internal thread. • Low histaltalion costs due to wro lEl diameter ftd arge tripe%-ortc. Piranha SID - 626 and PEW= DN 32 f3ange (Ca 11./i' threaded arsptcr aveilAh-le as aeces•sory), a Piranha PE55/2E - PEI OW, DN 50; vdth DIN-flanr�.. The-phreta-pia;, 4770 1+ or Sti'tgica-pt>rasa 220-2,40 V. 50 i-tz, 2-Fx3Is rxk'10 Shredding system Arran) or 4 -pole (1$56 r/min). rid by ampby dirr:ensior,ed coor;ng areas. SpiralLcran We and stationary -miter rIN cotlCinsd v�ittt a shrm ing rotor located d bdm the Impeiie , for opta t': Piranha 08 & DO.- ka stiu ! class F: pote.ctior type IP G3, non-Fx bloc kaga-1w, mmnirAj. onTs' Piranha SIO - S26: Ineulatiro : cssa F, protection type IP 68, Ex and a�`.t'T'ta-�.t'•§�si�s8€a fY't,;39'T�RP81�ai non -Ex. Th^•ma: mTSo.'S in the stator to switch off "Pump in the Case of Piranha PE30M - PET I=Et Prernitrm EfSc sanoy IES with NEtrt„ rNE4t>ii.4ti:"'4, f and sv%kch ter. , o^J, to iretk.;all'y rear r, , tines Bowe Mass A t?k'npem, ure dose, insulation class H.. Mtff; ion type IP FA, (optional for r.on-Ex F1. arta-.> r nodaQ. Tomei 3tLl:e and b rl ere Ex onV excises are rewhDd (seo sax. -rim- ta;lea). E�losl•, a pracit e�rsions are In uacordar>v>r �+Itr; hteera:�tl Seal fBi> 3i1i3`�8it3 sbwbrd ATFX if 2G' Ex EA) IIP 4 Gb, DI systsm consisAng of a senor In ft motor aid of chambers O Which sk ale an kis€ e , ion der: 9 thwo is l£akwgo at the sluff , seals (fret in cit chamber on Ex Pira 1haq. NM wniable for ZCD -� Piranha 067 and 09: optional for rren-Ex Fit' -^he .5. Temperatum and Mirage relays we required (sw ecomalles table). ar y�C 1 Lal`i?\.i__. A EL OZ w a4: • EL LC•R , `r a`"\7.R kfF , T EL \ � f 1! d4ailr-FL•i\�TQ'I�.o"s rLATE 41' % N '�'Ck\ MMIE Ca M`11i11k ,c 'A `technical data " Fxmttha 0E3 d CII tE v -rte P Et Rar?u� tl:r u, Firanhs S10V4 - S2.V4 orrd Flrc nihe h --s t` meded lange eaap?or a�.,, oSrtlonel + xy. a P, = Flov*T st -resins: P, = r n at rnotor shafL — F':rarlt:e 51wr4 E x andl Pk�u fi e 5101.1- $25r2 e!dfrs lA and 4mn: 70114 .,,.111°ar`Fg tvtihtCrnezb'e V "Tait and Item c'at2Yor to the f:! vire sa=it'.c:ation requiter, in --onfret paw: start: 1125-1&GUF FFtnt; G 4�' t;fi ,ri10/1tA,:t7l>Ffis'S1 "<SVKtdS47,2.q.. The rs r:nanasrirx3 start thm for ti,s rntahxs s tor, Swonf1 - -- -- _ 'H 72 - ------ - - --- �� b4 32. -- —�_' a x i E '• . . E __ gyp- .. --.F A'E t_ _. _._.. .... ...............f....' _12 l igr •�� ` S. 02 - 16 ��'7�j� s 1 a ♦' � i ,� i I I i 4 iii I � Q O (Lee) Q O,5 1 1.5 2 2.5 3 3.5 4 4.5 5 5.5 (t15I 0 1 2 4 5 6 7 a 9 [Myr l EF 2.S fi 7.5 133 T?.5 1 17.5 20 Im hl p 4 a 12 16 20 24 28 32 H = TctaE 1: 0 = Dbr ergo Vab s- ctev' 3 t4 \'S'O -94vto ;ED tiz Tntl able on mqu-Wl1 N,Q. F�''dse LAR tlr•3:s:uFi gr��arr tr �,ctcat=_ CnxrtP scdEc9icv=. Call Out Part Number - Description Quantity ?Vi3�brvi Q €:FM30X32X25A - ALUM.COVER-30-f iii �3 OPEN ARM : `f<4atis�i;t.�y'� J`iae a`a �'a\.'Y,'^ts iaa o�`..i� . ... . . . . . ... .. ...... .... . . . . ... . 1 ................. : .......... :.r....t_.........r....tt............<.........................................................y ............. ,............... .... x ,r i3 h w' J 6� \ A,r 6 A14- A � .. C.. ♦ ;JL.$ 4 ' 6 ' k ....................... T\a v^41�.kl'�iV��> �>� 3 � W 6 .t�CRO ....... .............._...... ---- 7 t................................ ......... ................... ..........................�...................... .... rai.e.s . .a.. -a..•. ... . >o-`,rZ1r-2 ev,v" t�`t'..........: ` 1' .' ..._. . .....:A-6 -12 CSrt1�C................f 1 l z ce 6 �`>-.1---�� . "C \,---------------1---------------D-----------Ki~ >\ Ai O t -\. a£tj.i, 3 -...: �t ta"`-.r:i-t?c.. >.t i S -`, 3 - [ \t`c.c\*\ \.<. ,.,.,. . ....... yy�.p, y.� �>�� ------------- X.'Q•1.�"-n: �65'SiZ6ki - : Twp ,A■ ! V 14 U 1 16 SHIPPED LOOSE lLd Ld = 1YY yj p O . )gyp.. L Y li`2`-'acw s` ia, 4•rc�Iy^L d'�-�+1T•�tsL:52[7� irCq , f�°Cvyi\y�i"� 19 `Y4 5 I 0 V) i ABS/Sulzer Contact Information: John Scott — HydraService, Inc. District Sales Manager Mobile: 321 —266-1079 Email: iscott@hvdraservice.net, ENCS 0� �fJRD I i • 38 • 2 _ r . I r • Ft x r l 4 10Ns� ��♦♦♦ WILBUR J. MATHURIN FL. LICENSE NO. 63921 h Y o ' s' is O U W i:. W O LLJ z N O O NO LLI 00 0 tZ 00 U Ln iZ 0 ,�:iOcfl o� o . z N r- 010 U N � Z v F- of _ O00 c U Lt_. n Q O ^ °� w ° m Q J > W O .. 3 U o 3 0 rn 3 C W m —D � I —D CY) O Uj 00 Q ^ I I O I: , • ., li V Q) r- 0 o Lf) . m ^' .L.� L LICIO I . i. c Q •� 0 I; I W . V , O: (-) It 0; t D V) �//�� c iZ vI U Q V r^ W J • U a DRAWING -"' 2 SHEET 12 OF 15 U V) Q J � W zz0 Q o z 1- O H- O Q U lLd Ld liLd Q V) I-- V) LL - 14,_ O0 Q C z 0- :57- 0 O z ZCD -� z_ LLry 0 z LLJrK Q V DRAWING -"' 2 SHEET 12 OF 15 4 � D O a • 4aw , � .4y' „. ,�,1111tI '1, „' I ...:" �,� ��11 � �o111y �1�ry11 null, ", I I 111 ' �� n4''1YI I \1 _ 1 1' y v ,,, v4gt��Nu lupe lIY V1 X 14'4 vv �� ` I� � 4 , lhopyl , \ D`- 't��t� N">.A"'A, I I:M ;,ly 1 1\+ y ��IMiI: I ,� \\��\\• �__ :; . ... .! {, rr ,", 1 I1 b"1'11111 41� I �� 1 \ 1I F, q\l� '�1v r'' , � ISI \ � Ib ,ll STM. ,r � • 1` •r ,..,,,,.:: , . Ip ,,� �1: �„P\l�l`4 �, 1u4, I � I � � ,,`t, „ I, �1 I. 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Qi11�I �!��3d��I�I'"t i1y. i� I I 'I _ 1 1� , I�' , ' '1 I fl �, I 'til#�11a11 1 IIS 111'11 l,l\ l\ �WII,�� 11 ,,1 \ � Siil �d u ,a 1i�'il`, i\:IMNMII fV' 1 i t I 1 h u Q Ir �k k � I .11:1 111.', 1, 1, 1,1'1l L ,, t„,�,,,„., .. ., . :, 111,11,0,4) AMON 11. , •.. ' \1, ` '� • ' , 1 41 i� \\ \ 1 , ` �i \• + , 111. I, I `1'I ' t t 1u { ',�' t '11 �, ill I 1 N�1��t r � ,1 _ �'<��Illt - ' ,' 1 u1Na;1 a,,. 4� dl `1I119V��i�l�tl 1t III,', c��!��ut'rlt�lllldl'I 'I ti 1 i ?1""10 ,;1',uutulu! 1aIpIl11'1n>«1wG��'1'IV�Ib1w111gr�1allsrbrr•va„I�r4'Ik1q,'I�I>IIw1Hvv`a11�,'�+Ilati,ia4�1\t1111\l�: �� 1` pF,�� 11��1�1�1��i��lt` ��,.1 141 - 1► — �1� ` � i1,� ..... iV' 3 1111M IdQ111 `\'�:I'I''IYl1\\ 1•: ,t ,`, ;��I�'�' `a nl,ort\u 1 ,l1 � 1, r 1 still\ Ifi,�: 1 R��'141'I.•: •', �ll�\��1 Iltp1g111141\'1V 1'1111,' I ,,, 11�IIh�I 1W1 1 41u�1iii1 Ilk,�,,d``4...��;' . 11 > III TIM' 111,x: •,. ' \V��p ,.. �.,.. .,, altl 1p-.. lulNd,µtW4'Rll4i1�Io141aI��111141111�I��BWIlIN11 t\I,1I 11AI�,111IIIII,Ir \,11'11 U�11,\II� - � 1 ,,`\ , {1'` I• �I,I)4 ',e44ye4e44a,V6,:ti ' �� w��1 v1 M�1111yN y,1t�v� V JIX v ��url,' » >` u "ID'., 14 , i t, I 11 I :III , . , tied\�ll � '• �• ll' _I��n1111, ,,. , ,w� + III I Ilk 11g1'1,11I1 0 ekk,\,k 411\ �F� �1�II��,114��1N f : ,l el„wyloq!I vu q1 IU t,at"i"�A1ihA"l��\, IIV'I:",..: '1111+1r�t. Sq��1N111 ��t t 'y!VIICI\1\y 1 1 N ,y">;.. ,' \1'll��1 11�11�1111A��1�,1`11,41`111 1 11'b1� & III, .11 u 10' WIDE AUTOMOBILE PARKING, THREE PLACES THIS SHEET. 2.0' TYP. D � MARK SOLID 6" WHITE STRIPE FOR PARKING SPACE, TYP. D CONSTRUCT CONCRETE BUMPER o GUARDS PER FDOT INDEX 300, p TYP. 4 PLACES THIS SHEET. D� / CONSTRUCT FDOT FTP PARKING BY 20-06 SIGN. SEE DISABLED DETAILS, THIS SHEET. PERMIT ONLY �r$250 FINE PER CITY I `ORDINANCEJ tio' 1 ra`l` 4t t ' {Ylnl� II,IU 4WIPII1Ur¢,tyllptP � �!, 111`, r ' MARK 6” DOUBLE YELLOW \ +� 1�� _ ROADWAY MARKING I) iii �a. 1,545451\tiynp,ll,l, - � • - .� \ Ilhl I! I a4At \,, \ �bI��I�llinlnlli,B'l a \III „i'I � p1i,IMA'FIII1i1„ � 111 I I', I 1 I , 0 ,,I'„le Ililu, MARK 24rf �\ WHITE STOP LINE \ D '� 1I1u+Iu111„ , pp t� IIY n , �h�vAV A� lynll N�11 l llt _ 1 , 1�1 \}1115 A ,JI N, I, t j W711 1 u� JI l` t 1 I 1� 5��1: „ �li'A ewp�pll4 1 p 5I 8.0' ,,II I 1„a. t 11111 i,V1\11' 41N1A4114 � a 1 �1\11 � l4 4'.`15 lit ull,nc uul_ �I �S\1' ,1�1r,11� Il�1,1pry�11 G\t 111 1 g1i11i110 I4 1'U NNI IR11N11tU , '�' 1 1, .A",1 ma; „�,,, 1 »,,,,,,,, (!�. ..:"",�-. �' „ I I , • I 'I'll Il ill'11�9! 1 lIl!Z6(�nlulmtnY� PJA �1` h,.,. c V 0 11 1" (I 1:1a� O D .: 0 p 0 \ 0 \, ,j1I�I111C111\ 1 vtiti\00 p 8.0' 0Allk�00eln �1a4 D 0 \\ 1� 4,1„•,,,. ,.. ., , .,,:: ,.. ,.: I�`: ,71 r �� ', �..,1 � _;.. .. •,, .. .,.: .. �� ull n��mn'Iun,uunlW�l I Ir,ll. n111 IILI „rh,lllll \'`\v II'I, I.I'. 1q \',\..- 1 \1111 V. \� �11 111 II I'9I!1��I111,..'I\','1. �\1Aly \48111`41\1',1, ,1, \1: Ili �1�1,1( \l�\,1.,,' t,1 I t m11P. .•'.. �., rl,+l�._, n I,J�,' ,�:. 11 1�II9'LIaI111111I�• I h1„I it1�,14�w\\>f�"�IIrI 11`@�'�n, l,,�11, � 11,II`11I. l, 41�V u! l{�lll.l. 11\1 �YIr 1` '1y�\�,1``1,�y,y,�1 \11 ' �'W �lr,...................„.•,. , zo�il ... .. ' L1 `I 11 ll,l , I .. MARK 12" WIDE WHITE MARK 12” WIDE WHITE CROSSWALK MARKINGS. CROSSWALK MARKINGS. CONSTRUCT FDOT STOP SIGN, STOP BAR, AND PAINTED 0, ei SHEETGE. SEE DETAILS, THIS CONSTRUCT FDOT STOP SIGN, STOP BAR, AND PAINTED MESSAGE. SEE DETAILS, THIS SHEET. 12' WIDE ADA PARKING WITH ADA MARKING. SEE DETAILS, THIS SHEET. MARK 6” DOUBLE YELLOW ROADWAY MARKING MARK 24"WHITE STOP LINE \ PARKING BY DISABLED 000) PERMIT 6" ONLY 0 O a_ C5 N 10.0' 5.0' 12.0' (TYP.) Handicap Sign (FTP -55 NOT SHOWN) 3-6” white chevrons equally spaced per oisle. m = m m _ z 3 PARKING BY a DISABLED 11 I PERMTr ONLY v N TYPICAL r I ADA Marking Detail (PER INDEX 17346) FTP -25 NTS 100 SOH F.S. 31.14 Colors FTP -55 Top Bottom Background Blue White Legend and Border White Black HANDICAP SIGN AND PAINT MARKINGS NOTES: 1. SIGN FTP -25 OR FTP -26 SHALL BE USED. 2. USE SIGN FTP -55 UNDER FTP -25 OR FTP -26. 3. CLEARANCE UNDER SIGN 7'-0". 4. ACCESSIBLE PARKING SPACE SHALL BE MARKED BY 6" WIDE BLUE PAINT. 5. ALL SIGNS AND MARKINGS PER FDOT STANDARDS. 6. EACH ACCESSIBLE PARKING SPACE MUST BE PROMINENTLY OUTLINED WITH BLUE PAINT, AND MUST BE REPAINTED AS NECESSARY TO BE CLEARLY DISTINGUISHABLE AS A PARKING SPACE DESIGNATED FOR PERSONS WHO HAVE DISABILITIES AND MUST BE POSTED WITH A PERMANENT ABOVE --GRADE SIGN BEARING THE INTERNATIONAL SYMBOL Of ACCESSIBILITY, MEETING THE REQUIREMENTS OF COLOR AND DESIGN APPROVED BY THE DEPARTMENT OF TRANSPORTATION AND THE CAPTION "PARKING BY DISABLED PERMIT ONLY". Legend I• CONSTRUCT SINGLE SIDED SIGN SOLID WHITE STOP BAR LINE � 1 oz� 2.0' SINGLE COLUMN Q Varies Q z Q Typical Stop Bar Detail S k l \ tS R1-1 30" x 30" WHITE REFLECTIVE LETTERS ON RED REFLECTIVE FIELD Typical Stop Sign Detail i s i i - I ENGIN,5 "JPZ,R ORD I; r •Z i • R 10 • "',tto/VA L Er1 ��% WILBUR J. MATHURIN FL. LICENSE NO. 63921 o f. Y f rc ! I. i' I o � �I U ' W Q I II W o Ld z cv J O O U- N c) (.0 O Li (0 o ,! `J 00 j � I E �o� m Z Nr v Y LI1 0�_j 0 rJ f: Q z o `L'�� mQ J w 0 3 Cy) N Lj 3 M LnI m rn vi 00 I0 LL1 0 O U 41O N M (,/) W 41 N LTJ N C Q ♦U W �O 75 ® lLf) _ v/ U Q L 1 oz� ALL SIGNS TO BE MOUNTED IN SINGLE COLUMN Q ACCORDANCE WITH FDOT Q z Q 0 _z GROUND POST PER STANDARD INDEX No. 11860 E— CD FDOT STANDARD INDEX z < z 0 U No. 11865 r J L� Q z 0 Cl- Lh— l_ Q O W Cn o O 2, c 0 Q V m Q BACK OF CUR 0:� L CDQ (n W J, I— — EMBEDMENT PER L oz� SINGLE COLUMN Q Q z Q _z GROUND POST PER C) p E— CD FDOT STANDARD INDEX z ZO z 0 U No. 11865 r L� ry i� Q LLJ Q BACK OF CUR J, — EMBEDMENT PER DRAWING FDOT STANDARD INDEX No. 11865 Typical Placement of Single Column Signs Case V -- FDOT Index No. 17302 NOT TO SCALE SHEET 13 OF 15 RD - �,,,�`�•••Yt�'i Eli/ ••."J '�,' j� RRIGATION MOTES ' V• •-A SPECIAL NOTE: �� •:•,� _ vQ ; ��.. CONTRACTOR IS STRONGLY CAUTIONED THAT UNDERGROUND UTILITIES ARE •s O A•10•.��`�; LOCATED THROUGHOUT THE PROJECT SITE. UNDERGROUND UTILITIES MAY BE IN �.,NA L V100% LOCATIONS DIFFERENT FROM THAT SHOWN ON THESE PLANS. THERE MAY BY UNDERGROUND UTILITIES NOT SHOWN ON THESE PLANS. THE CONTRACTOR MUST WILBUR J. MATHURIN VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES AND FLAG PRIOR TO FL. LICENSE NO. 63921 CONSTRUCTION, ANY UTILITIES CUT BY THE CONTRACTOR SHALL BE REPAIRED, RESTORED IMMEDIATELY, AT NO ADDITIONAL COST TO CITY. THE ENGINEER AND j CIN MUST BE NOTIFIED IMMEDIATELY. t� F k 0 IRRIGATION NOTES: 1. CONTRACTOR TO DESIGN IRRIGATION SPRINKLER SYSTEM TO PROVIDE 100% COVERAGE. AREAS NOT RECEIVING SOD OR PLANTINGS SHALL BE HYDROSEEDED. SYSTEM DESIGN SHALL BE SUBMITTED TO THE ENGINEER PRIOR TO INSTALLATION. CONTRACTOR IS RESPONSIBLE FOR OBTAINING CONSTRUCTION PERMITS FOR IRRIGATION SYSTEM. LAYOUT SHOWN ON THIS PLAN IS FOR ILLUSTRATION ONLY. SYSTEM DESIGN SHOULD CONTAIN AN :U.I S ERGR { SAFLOW PREVZWER• . REQUIRED. CONTRACTOR WILL NEED TO MODIFY AND PROGRAM EXISTING SYSTEM CONTROL. ALL VALVES SHALL BE ELECTRONICALLY ACTUATED AND IN-LINE. ALL VALVES MUST BE CONTAINED IN A SUITABLE IN -GROUND BOX. USE RAIN BIRD BRAND CONTROLLERS, HEADS, AND IN-LINE VALVES, INTENDED TO MATCH EXISTING (OR PRE-APPD EQUAL). 2. -ENGINEER/CITY TO APPROVE PLANTS PRIOR TO INSTALLATION. 3. SOAKER HOSE IRRIGATION SHALL BE USED. TREES SHALL USE SLOW V%' RELEASE WATER BAG IRRIGATION. V. D O D •\•� ..' � � 5 1 1 qa, wlxlo�, +Yl\r{M yNtlllAµhll�51,��•. i w\l',,, •�155'SSIl'"r4� _ oil � ti��I""il ��PI11! It9rl° I 4 . � W •� " x :r c (•� •� (1a , \ �J \ �I ` I {� �� I hlallidlV(,1\It ��\111355 �`1`: { ��ti\tint, h;. •1 � �� i �tt\�I��1� j - �� ("+0 I 1 r ,11, , ;I`F' I I^a IuN lraµ l +plrr,aMp 4' ,4 1 I 1 1 1 I 1 b' ` r_ 1 � •,��1,� m� , I1,- . n,l\11 <a a lYl� � IIS { �, ,,,1„' 4 I ` , 1,ti,�,l, 1 � � � �I I I I II ,� 391 �1, �ll�''1w�41 1� Ill4 �, + '11`11 III �I ,4 1 � 1 -�, (i (1pp! 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I 1 • I A o 1 Y , � GSI I I illl I I�n, , .�,»., •��\.l. ,-�,!....r I dV�{„4asa)��.NS�;�I�� _� �' � � 1. v�� qs:4 ,., - , 11 �. ' ,1I' 111; - ti- ��Il ,y ' ` I �`' �� I +. '��`��'�< ... ,•rr gip,', ... 1141 1\1 � - 6 \ ,., ,.,1 `; r. :. q 4p�1 \j hly,;. l\�1 I a � , �' r �'I' e l I” .��' '� 4 , - kg1�' 111}I 1� 1 � { i 1>il \,: •�a• i, • _ dI .,14' r 't�4'�.*`'1 �� `+ ,,�... ,II ?j,l.�I��\`1 „1p ��i'1ra,.lrlilll�li' `'' '• 'I a, � h ,., �.; L `':'• •: ••: ...:..... .... 'i (N` 11r� �; �y •1 ,� 1 1. i� \ + .. 1.. nl, q ., 1 �• y1 R. 111I1,, ellll11514b11',1\�\IIIIS'1'1110,�,1,IY'�S! 'I'liillll Y tl- ', It �41 a� �' ` fit` v tl p V I I l ^ � I I • I I 1� ��, PLANTS LIST: J QTY SYMBOL SPECIES COMMON NAME SIZE SPACING o z zz0 47 = VIBURNUM ODORATISSIMUM SWEET VIBURNUM 3 GAL 30" MIN 36" 6 ZAMIA PUMILA FLORIDA COONTIE 1 GAL 12"X12" 24" U F 2. TREES AND SHRUBS WILL BE MULCHED WITH 3" OF MELALEUCA MULCH. � STREL,ITZIA REGINAE pp T� I Q QF AR ISE ..®R. 24" S WN , s:5 -v" is .}v'a .fie'^,d° :l• r. '.1't: 'ws NO LIMEROCK, EXCESS SAND OR FILL PERMITTED IN TREE PITS OR PLANTING BEDS. 1F Q ,,,.�.. ...,. ;,.,� .. ..:..,•...;ram •.' sv'.:: k... { �: ;5 �' .� THESE ARE ENCOUNTERED DURING LANDSCAPE OPERATIONS, THEY WILL BE EXCAVATED PASPALUM NOTATUM BAHIA SOD RD - �,,,�`�•••Yt�'i Eli/ ••."J '�,' j� RRIGATION MOTES ' V• •-A SPECIAL NOTE: �� •:•,� _ vQ ; ��.. CONTRACTOR IS STRONGLY CAUTIONED THAT UNDERGROUND UTILITIES ARE •s O A•10•.��`�; LOCATED THROUGHOUT THE PROJECT SITE. UNDERGROUND UTILITIES MAY BE IN �.,NA L V100% LOCATIONS DIFFERENT FROM THAT SHOWN ON THESE PLANS. THERE MAY BY UNDERGROUND UTILITIES NOT SHOWN ON THESE PLANS. THE CONTRACTOR MUST WILBUR J. MATHURIN VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES AND FLAG PRIOR TO FL. LICENSE NO. 63921 CONSTRUCTION, ANY UTILITIES CUT BY THE CONTRACTOR SHALL BE REPAIRED, RESTORED IMMEDIATELY, AT NO ADDITIONAL COST TO CITY. THE ENGINEER AND j CIN MUST BE NOTIFIED IMMEDIATELY. t� F k 0 IRRIGATION NOTES: 1. CONTRACTOR TO DESIGN IRRIGATION SPRINKLER SYSTEM TO PROVIDE 100% COVERAGE. AREAS NOT RECEIVING SOD OR PLANTINGS SHALL BE HYDROSEEDED. SYSTEM DESIGN SHALL BE SUBMITTED TO THE ENGINEER PRIOR TO INSTALLATION. CONTRACTOR IS RESPONSIBLE FOR OBTAINING CONSTRUCTION PERMITS FOR IRRIGATION SYSTEM. LAYOUT SHOWN ON THIS PLAN IS FOR ILLUSTRATION ONLY. SYSTEM DESIGN SHOULD CONTAIN AN :U.I S ERGR { SAFLOW PREVZWER• . REQUIRED. CONTRACTOR WILL NEED TO MODIFY AND PROGRAM EXISTING SYSTEM CONTROL. ALL VALVES SHALL BE ELECTRONICALLY ACTUATED AND IN-LINE. ALL VALVES MUST BE CONTAINED IN A SUITABLE IN -GROUND BOX. USE RAIN BIRD BRAND CONTROLLERS, HEADS, AND IN-LINE VALVES, INTENDED TO MATCH EXISTING (OR PRE-APPD EQUAL). 2. -ENGINEER/CITY TO APPROVE PLANTS PRIOR TO INSTALLATION. 3. SOAKER HOSE IRRIGATION SHALL BE USED. TREES SHALL USE SLOW V%' RELEASE WATER BAG IRRIGATION. V. D O D •\•� ..' � � 5 1 1 qa, wlxlo�, +Yl\r{M yNtlllAµhll�51,��•. i w\l',,, •�155'SSIl'"r4� _ oil � ti��I""il ��PI11! It9rl° I 4 . � W •� " x :r c (•� •� (1a , \ �J \ �I ` I {� �� I hlallidlV(,1\It ��\111355 �`1`: { ��ti\tint, h;. •1 � �� i �tt\�I��1� j - �� ("+0 I 1 r ,11, , ;I`F' I I^a IuN lraµ l +plrr,aMp 4' ,4 1 I 1 1 1 I 1 b' ` r_ 1 � •,��1,� m� , I1,- . n,l\11 <a a lYl� � IIS { �, ,,,1„' 4 I ` , 1,ti,�,l, 1 � � � �I I I I II ,� 391 �1, �ll�''1w�41 1� Ill4 �, + '11`11 III �I ,4 1 � 1 -�, (i (1pp! 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I 1 • I A o 1 Y , � GSI I I illl I I�n, , .�,»., •��\.l. ,-�,!....r I dV�{„4asa)��.NS�;�I�� _� �' � � 1. v�� qs:4 ,., - , 11 �. ' ,1I' 111; - ti- ��Il ,y ' ` I �`' �� I +. '��`��'�< ... ,•rr gip,', ... 1141 1\1 � - 6 \ ,., ,.,1 `; r. :. q 4p�1 \j hly,;. l\�1 I a � , �' r �'I' e l I” .��' '� 4 , - kg1�' 111}I 1� 1 � { i 1>il \,: •�a• i, • _ dI .,14' r 't�4'�.*`'1 �� `+ ,,�... ,II ?j,l.�I��\`1 „1p ��i'1ra,.lrlilll�li' `'' '• 'I a, � h ,., �.; L `':'• •: ••: ...:..... .... 'i (N` 11r� �; �y •1 ,� 1 1. i� \ + .. 1.. nl, q ., 1 �• y1 R. 111I1,, ellll11514b11',1\�\IIIIS'1'1110,�,1,IY'�S! 'I'liillll Y tl- ', It �41 a� �' ` fit` v tl p V I I l ^ � I I • I I 1� ��, PROPOSED CONCRETE SIDEWALK 1 � , I V \ r II 1 �, mrI', / PROPOSED IRRIGATION LINE IS SHOWN FOR ILLUSTRATION PURPOSES ONLY. ` 1, h , l' o 1 „ ,40� !'ll1 !� �h t 1 UI yl 11 a^ ��9' t� .ti 1, � A►+, � ��1,� ��,1�C I¢11�, , �{ ., ,� I , �, I , �� I 1� � c �/ 1 '.. `' 'Its' 1!111+11'11\`\5\S��,V+pIVo r�14i,,1+ ,, 1 �,�. �/ �I/ �I! w � +.ff ” . •:. � � � I�� ,� ;;�� I I �(yrs, F� 1=J{EiN 11, ,�1�, 1 I�� =: , 00NT`I�ACR•. 1S RESPONSIBLE FOR D „1 \ + , t 1 , iI�11 1� 41r M �y 1 �'I11 yi�\d;�'>�hl�l ;r�;� '�a�� ,+�M �b�1�+'� 't I I,Ii�R! 1��4 ILII,+d1. , b' D AND INSTALLATION OF IRRIGATION '�•'� • •�' �� +i �I�I�t(yil I�jl�� 'I •Ia , f I, 1 I � � � � SPRINKLER SYSTEM. � 5�4�ti11+1A'14µ1111,15r1g4µr'� 6ui hiu 11lIga,4Y+lgpv � •: � y �I G +,1 r ) � - PLANT BAHIA SOD IN ALL �,`�" \4/ \4/�' ' 1. "$V AREAS AREAS AS INDICATED BY THIS HATCH PATTERN \1/ J/ \111, 116 „ .� 1 ,W,1 .1 0 R'+ n' nlylh tl _ :: 1 � , Yh1'h111`11`11111'1141�15111� - ` • ,✓ ,b�hlulltlt�>?qdl+ 1, � I v 4,vu14'ul0 u4P ) .: r•h 1' 1,. ' , n 't 1TnpI,S 111111r uuu�4. ,1,. u I I I ` `Y 1 1. fyltlhl' � ( I .. .. v!Iali�l'Ih1{�Il6huu 1a@ u�',N'14 �I,,h v .. y1 Pltr 1,„4, 1111 �It�11Ila Iv.,, , , I, I,u+lllfv�iln��g1@1V s v�)ld •. w t iI 11, 111��14a,NIi,V1,,,,1 ' ' � � � • � lip1I I t ,„IIl I I it �"I,�IIII't�Illlll�9��1 llll�, �/ r+ IJII', •`�0 `I' `I. `'' `'' ,I' `I' 1�111�MYI�'I 1,1 y�4ti4w5YW'II, I,,.p„r,ryil I I1�idly°` N\N4\.., ! \� 1�1 �' t • ,,'11,� W W � W W W W �iIN141,�1W V (f b1411111\! I II I d l l 1� lki -�'� 1 a'huo,lllwl,ol VSv�o,ti•,. - - ��1'' PIII Iq,I4ug1141n,q�'ri111ltHY�191��'^1, I1 , ��',t le 111 1 � ! I 1.•,�1 1114b11',�I��+11Y"\�� 1 tr , ,1111 1, 1111 ,;\ 1� • III` �. 1 1 - ,�,• �. �1��!,��1p''141111'ti�i�' 0 a1 4 Ili I Ir r Ur 11171 1�11N% 2;111Al 41 r "• 11 .— vt. ts,yl�ti5�11'�I IlAti)"t' 17�,IIIhII,I1111'lly'I'' , .. 1 k. �W&I-If. : ..............It��lllll�� Irllulyn, , , ,1 1 r ,. :; t V� �:� �, r� 1111�C1' . ". _. , 1 v � � � „ 1�'II 114 „•1 ",t! ! ^ l� 2.0' 5.0' TYP. t vA e�vx, ,r. 1 t r,,l�. x 11 I II �y ;� - �i��,lb'a1, V O O sus'» \ O p 0 /O1111;1,;.,I b.s1Yi1,i1\,\,c t ?'lll 00D 0 0 0 , IOp" D O awl , „,� , y �,y\••.. �!/ �I/ .141 fo' 14YO �, , uh,,l ,, r i,,I,,I,IlIs�l'il�stta• , 11»y, � 1 � 1 ,i. I . , l ,�,,1 I 1 � 1. �, 'iu\`Itl,. �A.' ... '.'I •A.• � .., I I - 1 'sir+ - p + I • ,,1tsS s .. . II 1 .»n14 \lulnnu\u,»i i 1. , \ 1” II q t Ilppl ' III' ,r .... ,.� I. IY�in „1_rm .l+.�. •uru , .WIWIiWI ',,.,..1\11..11..�_�.,v,..,.ww+r.•a,�,�.n.+.e.. '. '11' '1 . r1,f1 r. I ' .. • . • ' _ �_ a�31 _ ` _ _'.P�..^"^.s�R;Ri�l�l�\C C.%�/,/� 1.!.C�!+'r'�Nu^ 1. h'--.1:. LLu,'-,.1 ! •! ! � • -wN. PROPOSED SIGN LOCATION. SEE ARCHITECTURAL PLANS FOR DETAILS. PLANT AND MAINTAIN STRELITZIA REGINAE, AS SHOWN. TWO PLANTS GRAPHIC SCALE PLANT AND MAINTAIN ZAMIA 10 0 5 10 20 40 PUMILA. 6 PLANTS MINIMUM 12" SPACED AS SHOWN. • PLANT AND MAINTAIN SWEET VIBURNUM (VIBURNUM ODORATISSIMUM) HEDGE. SHRUBBERY SHALL BE MINIMUM OF 3 GALLON. INSTALL MIN 30” IN HEIGHT AND SPACED 3' APART. MULCH PLANTINGS PER DETAIL. APPROXIMATELY 47 PLANTS. PROPOSED RESTROOM FACILITY b 3" PINE BARK TYPE MULCH FORM SAUCER WITH 3" CONTINUOUS EARTHEN RIM AROUND PLANTING HOLE `L I I I �I PLANTING PIT DEPTH SHALL EQUAL DEPTH OF ROOT ��II-11133=11111=1� — I BALL. PLANTING PIT WIDTH SHALL BE TWICE THE I I I= I I DIAMETER FOR ROOT BALLS 2' AND UNDER OR 2 LARGER IN DIAMETER FOR ROOT BALLS OVER 2'. =III�I=IIIII=IIIt+— - BACKFILL AROUND ROOT BALL BY MIXING 1/3 PREPARED PLANTING SOIL AND 2/3 EXISTING SOIL PLANT TOP OF ROOT BALL EVEN WITH FINISHED GRADE PLACE ROOT BALL AT BOTTOM OF PLANTING PIT ON UNDISTURBED SUBGRADE SHRUB,/GROUNDCOVER PLANTING DETAIL N.T.S. �OIn 0 E m �oN � ov z Y W t� t Y 0D_j 000 c U V) ro 0 Q O 0 d o m Q WJ — �3 04- 0) 0 3 4— .a rn 3 w m -� L0 I 00 W � o V � � � ON m L LdC Q 0 ♦V w CU ® Lr) _ Q Of LijJ ! CIO i i r' J z , Q LANDSCAPING NOTES U J PLANTING NOTES: O- �— o z zz0 0 F- O 1. 1. ALL PLANT MATERIALS WILL BE FLORIDA GRADE #1 NURSERY GROWN PLANTS. U F 2. TREES AND SHRUBS WILL BE MULCHED WITH 3" OF MELALEUCA MULCH. � o 3. NO LIMEROCK, EXCESS SAND OR FILL PERMITTED IN TREE PITS OR PLANTING BEDS. 1F Q Cf) LTJ THESE ARE ENCOUNTERED DURING LANDSCAPE OPERATIONS, THEY WILL BE EXCAVATED LL C) 0 AND REPLACED WITH CLEAN FILL OF A pH OF 5.5-6.5. 0 4. SOD SHALL BE FREE OF NOXIOUS WEEDS BY THE FLORIDA DEPARTMENT OF AGRICULTURE, �-•� tJ z Q a Q DIVISION OF PLANT INDUSTRY. 0 U 5. SHRUBBERY SHALL BE A MINIMUM OF 3 GALLONS AT THE TIME OF PLANTING. SHRUBS z z 0 a SHALL BE PLANTED 3' APART AND HAVE A MINIMUM HEIGHT OF 30 INCHES.ui C) > 6. MULCH SHALL BE INCIDENTAL TO PLANTINGS. � 7. ALL OTHER DISTURBED AREAS NOT RECEIVING SOD OR PLANTINGS SHALL BE WU) p HYDROSEEDED. O Q z 8. SOD/HYDROSEED TO BE OF SAME SPECIES AND TYPE. Z N w bi O 9. PLANTS SHOWN NOT ACTUAL SIZE FOR CLARITY AND ILLUSTRATION ONLY. INSTALL NUMBER F- O DRAWING N OF PLANTS AT SPACING SHOWN AS INDICATED IN ANNOTATIONS. L q 14 10. NO SHRUBS OR HEDGES SHALL BE PLANTED WITHIN FIVE (5) FEET OF ANY EXISTING OR � 00 Lo 0 0-) PROPOSED UTILITY POLE, GUY WIRE OR PAD MOUNTED TRANSFORMER, 0 o0 U U-) 11. NO MCRE THAN 25% OF THE LANDSCAPE BUFFER CAN BE SOD/GRASS. o00 - PROPOSED CONCRETE SIDEWALK 1 � , I V \ r II 1 �, mrI', / PROPOSED IRRIGATION LINE IS SHOWN FOR ILLUSTRATION PURPOSES ONLY. ` 1, h , l' o 1 „ ,40� !'ll1 !� �h t 1 UI yl 11 a^ ��9' t� .ti 1, � A►+, � ��1,� ��,1�C I¢11�, , �{ ., ,� I , �, I , �� I 1� � c �/ 1 '.. `' 'Its' 1!111+11'11\`\5\S��,V+pIVo r�14i,,1+ ,, 1 �,�. �/ �I/ �I! w � +.ff ” . •:. � � � I�� ,� ;;�� I I �(yrs, F� 1=J{EiN 11, ,�1�, 1 I�� =: , 00NT`I�ACR•. 1S RESPONSIBLE FOR D „1 \ + , t 1 , iI�11 1� 41r M �y 1 �'I11 yi�\d;�'>�hl�l ;r�;� '�a�� ,+�M �b�1�+'� 't I I,Ii�R! 1��4 ILII,+d1. , b' D AND INSTALLATION OF IRRIGATION '�•'� • •�' �� +i �I�I�t(yil I�jl�� 'I •Ia , f I, 1 I � � � � SPRINKLER SYSTEM. � 5�4�ti11+1A'14µ1111,15r1g4µr'� 6ui hiu 11lIga,4Y+lgpv � •: � y �I G +,1 r ) � - PLANT BAHIA SOD IN ALL �,`�" \4/ \4/�' ' 1. "$V AREAS AREAS AS INDICATED BY THIS HATCH PATTERN \1/ J/ \111, 116 „ .� 1 ,W,1 .1 0 R'+ n' nlylh tl _ :: 1 � , Yh1'h111`11`11111'1141�15111� - ` • ,✓ ,b�hlulltlt�>?qdl+ 1, � I v 4,vu14'ul0 u4P ) .: r•h 1' 1,. ' , n 't 1TnpI,S 111111r uuu�4. ,1,. u I I I ` `Y 1 1. fyltlhl' � ( I .. .. v!Iali�l'Ih1{�Il6huu 1a@ u�',N'14 �I,,h v .. y1 Pltr 1,„4, 1111 �It�11Ila Iv.,, , , I, I,u+lllfv�iln��g1@1V s v�)ld •. w t iI 11, 111��14a,NIi,V1,,,,1 ' ' � � � • � lip1I I t ,„IIl I I it �"I,�IIII't�Illlll�9��1 llll�, �/ r+ IJII', •`�0 `I' `I. `'' `'' ,I' `I' 1�111�MYI�'I 1,1 y�4ti4w5YW'II, I,,.p„r,ryil I I1�idly°` N\N4\.., ! \� 1�1 �' t • ,,'11,� W W � W W W W �iIN141,�1W V (f b1411111\! I II I d l l 1� lki -�'� 1 a'huo,lllwl,ol VSv�o,ti•,. - - ��1'' PIII Iq,I4ug1141n,q�'ri111ltHY�191��'^1, I1 , ��',t le 111 1 � ! I 1.•,�1 1114b11',�I��+11Y"\�� 1 tr , ,1111 1, 1111 ,;\ 1� • III` �. 1 1 - ,�,• �. �1��!,��1p''141111'ti�i�' 0 a1 4 Ili I Ir r Ur 11171 1�11N% 2;111Al 41 r "• 11 .— vt. ts,yl�ti5�11'�I IlAti)"t' 17�,IIIhII,I1111'lly'I'' , .. 1 k. �W&I-If. : ..............It��lllll�� Irllulyn, , , ,1 1 r ,. :; t V� �:� �, r� 1111�C1' . ". _. , 1 v � � � „ 1�'II 114 „•1 ",t! ! ^ l� 2.0' 5.0' TYP. t vA e�vx, ,r. 1 t r,,l�. x 11 I II �y ;� - �i��,lb'a1, V O O sus'» \ O p 0 /O1111;1,;.,I b.s1Yi1,i1\,\,c t ?'lll 00D 0 0 0 , IOp" D O awl , „,� , y �,y\••.. �!/ �I/ .141 fo' 14YO �, , uh,,l ,, r i,,I,,I,IlIs�l'il�stta• , 11»y, � 1 � 1 ,i. I . , l ,�,,1 I 1 � 1. �, 'iu\`Itl,. �A.' ... '.'I •A.• � .., I I - 1 'sir+ - p + I • ,,1tsS s .. . II 1 .»n14 \lulnnu\u,»i i 1. , \ 1” II q t Ilppl ' III' ,r .... ,.� I. IY�in „1_rm .l+.�. •uru , .WIWIiWI ',,.,..1\11..11..�_�.,v,..,.ww+r.•a,�,�.n.+.e.. '. '11' '1 . r1,f1 r. I ' .. • . • ' _ �_ a�31 _ ` _ _'.P�..^"^.s�R;Ri�l�l�\C C.%�/,/� 1.!.C�!+'r'�Nu^ 1. h'--.1:. LLu,'-,.1 ! •! ! � • -wN. PROPOSED SIGN LOCATION. SEE ARCHITECTURAL PLANS FOR DETAILS. PLANT AND MAINTAIN STRELITZIA REGINAE, AS SHOWN. TWO PLANTS GRAPHIC SCALE PLANT AND MAINTAIN ZAMIA 10 0 5 10 20 40 PUMILA. 6 PLANTS MINIMUM 12" SPACED AS SHOWN. • PLANT AND MAINTAIN SWEET VIBURNUM (VIBURNUM ODORATISSIMUM) HEDGE. SHRUBBERY SHALL BE MINIMUM OF 3 GALLON. INSTALL MIN 30” IN HEIGHT AND SPACED 3' APART. MULCH PLANTINGS PER DETAIL. APPROXIMATELY 47 PLANTS. PROPOSED RESTROOM FACILITY b 3" PINE BARK TYPE MULCH FORM SAUCER WITH 3" CONTINUOUS EARTHEN RIM AROUND PLANTING HOLE `L I I I �I PLANTING PIT DEPTH SHALL EQUAL DEPTH OF ROOT ��II-11133=11111=1� — I BALL. PLANTING PIT WIDTH SHALL BE TWICE THE I I I= I I DIAMETER FOR ROOT BALLS 2' AND UNDER OR 2 LARGER IN DIAMETER FOR ROOT BALLS OVER 2'. =III�I=IIIII=IIIt+— - BACKFILL AROUND ROOT BALL BY MIXING 1/3 PREPARED PLANTING SOIL AND 2/3 EXISTING SOIL PLANT TOP OF ROOT BALL EVEN WITH FINISHED GRADE PLACE ROOT BALL AT BOTTOM OF PLANTING PIT ON UNDISTURBED SUBGRADE SHRUB,/GROUNDCOVER PLANTING DETAIL N.T.S. �OIn 0 E m �oN � ov z Y W t� t Y 0D_j 000 c U V) ro 0 Q O 0 d o m Q WJ — �3 04- 0) 0 3 4— .a rn 3 w m -� L0 I 00 W � o V � � � ON m L LdC Q 0 ♦V w CU ® Lr) _ Q Of LijJ ! CIO i i r' J z , Q U J LCL O- �— � z zz0 0 O LL_ Q U m � LTJ Of LL- Q Cf) LTJ w LL C) 0 0 Q �-•� tJ z Q a Q 0 U C) z z z 0 a C) � WU) p Q z QJ DRAWING / L SHEET 14 OF 15 P.T. WOOD WITH BEVELED TOP BASE 3.5 DIA OPENING WITH PLASTIC SLEEV a ' .a ,r,•.a; ... •.3•... 'N `.,•%.�cre'h,., 'i .�':h Pr^di$:=xs'�;>"#''k r�'i<++y,'•r?.;;•r: .Y{5k-;,.u•a:4+s ,. . M i a.k _ ";i. `r., .<' ' WOOD NOTES: 1. ALL WOOD CONSTRUCTION AND CONNECTION SHALL CONFORM TO AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (RITC) MANUAL, LATEST EDITION, THE NATIONAL DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION, LATEST EDITION, AND FLORIDA BUILDING CODE, CHAPTER 23. 2. ALL WOOD IN CONTACT WITH CONCRETE OR MASONRY OR EXPOSED TO WEATHER SHALL BE PRESSURE TREATED. 3. DIMENSIONED LUMBER SHALL BE DRESSED S4S AND SHALL BEAR THE GRADE STAMP OF THE MANUFACTURER'S ASSOCIATION. EXISTING ROPE FENCE AND WOODEN WALKWAY 3" NAUTICAL ROPE WITH WEATHERPROOF TREATMENT. ROPE TO BE HUNG NO LESS THAN 30" FROM GRADE E . .... . ..... ''I'll'', ... ........ . . . ... ..... ... ... .. . . . . SEE POST DETAIL 4 6 6„ 3.5 DIA. 1.5 1.23 6" -� SEE POST DETAIL 8" POST DETAIL f, lXJ � r r VARIES �— a+,.+ 7�..a .. .�_- •a- �...: �:3 �''Jr. .�.+b',s• -_tT +�d- - y i�<: _. r�-. .. - •.+f- y .`:iB� � � . . •�.., .. ,. .. -. ROPE FENCE DETAIL I 4. ALL LUMBER SHALL BE SOUND, SEASONED, AND FREE OF WARP. 5. ALL METAL WOOD CONNECTORS EXPOSED TO MARINE AIR ENVIRONMENT SHALL BE STAINLESS STEEL TYPE 326. ALL OTHER CONNECTORS IN CONTACT WITH TREATED LUMBER SHALL BE HOT DIPPED GALVANIZED OR STAINLESS STEEL TYPE 316 MANUFACTURED BY SIMPSON STRONG TIE CO. OR APPROVED EQUAL. 6. ALL LUMBER SHALL BE SOUTHERN PINE NO. 2 GRADE OR BETTER WITH 19% MAXIMUM MOISTURE CONTENT, UNLESS NOTED ON THE PLANS. t I, ENGI iJB'" F,2RD U �• IN *, 21 i • — , v w r • € w • � �� / • • Zs.I! r Q• �;�C �+ •. t P: 'of*.,,0lVA 1 E��,• WILBUR J. MATHURIN FL. LICENSE NO. 63921 0 k Z o, W 0 W Ln E O N w O N � O � O , w o (-o 0 Lf) 00 U Ln 00 ooLO- oE m N �OcO 'coo pU z I. N z U W h7 N = Q O~J � U Li- u) p +� _ 0 W �J- m Q I J > w O v3 Z X C) a 3 Li Cy) m Ln Cy) � � w rr' D O • U 41 � _ m W LL- L W cz < Q 0 U w U ® O Q 1 I� �I U z � � Q Q< C/) w w Ld w V) LLJ w o 0 Lj-� z 0 Q Q o z n Y zQ Q U p z Q Z i —0 k LJ Q DRAWING 15 SHEET 15 OF 15