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HomeMy WebLinkAbout2004 Potomac Ave Wentworth Ditch Drainage Improvements SJRWMD Permit Plans (Box 28 #10)Ill, 11 1 I 11 1I 1 II VI II I � \ k 1 _, I. I I _ ,• 1, ,.Ill ,. ,, . „, s � ., n I� :. , - .• d,. ,Ili �.:I :,: / ',. ', , i.,. ;: ,, '.,, I �I :: -� :�. :, 1It �I I ..... .� ...,} � ._.r Il I� , I, I xl I - I , _I ` •. .iii' ( , MAYORNATHAN B. McCOLLUM MAYOR JOSEPH BARCZYK VICE RAYMOND GUY CONIGLIO COUNCILMEMBER MIKE HEPTINSTALL COUNCILMEMBER ®AVID FISHER CITY ENGINEER Ell ,,I;��I cf �Fa Y]xi M� /Neel Schaffer, Inc Professional Engineers 2600 Lake Lucien ®rive, Suite 117 Maitland, Florida 32751 407-647-6623 (fax) 407-539-0575 www.wcglcom www.neel-schaffercom CA 9582 AA26000WO.,l SHEET INDEX C-1 COVER SHEET >, ST'A. ! • • 4 WENTWC>RTH A • STA. II i RICHARD CAM PANALE, P.E. DATE FLORIDA REG. No. 54745 JULY 200' - Project Number: WN.01450.001 i 6I III IIID 16 ��� I lull Il,n I I III � I � V. I I I it llhh I I I II I I IJIi� 'i Illll If9YuGi Ix l l Iilllllll 111 ..III II III I III I I I VIII. �. n.III IIIIII IIIIII III IIIIIIYiII YYWVII II II II u,I III II Il I I I IL .dI I del ISI I I Li I IIII L.I IJIIIII111 iI IJ I I IIIIII I I IV III I III I.. I YII � Ili II I I. I IIIIII JJ161III IJ I I. II I II II I V I I I II JI I 111 11 I I IIII II II I II III I I III II II I II I .III III a III II IIII III, I 1,III , III, i I I�I I 'I�il II IIII II tlIII I��u IYI VIII VIII IIIIII IIII, I I I � III � III a hill I ISI I�I I II II III IIII IIII III IIII I d IIIIII J6 i II IIII, I VIII Ili I Ilal�!I, I II u�ll LI I VII IIII: I I IV �i, �IJII II I IIHIi Yl�hillYul,Illli'81 111 lui, I (IIII i II 61 Ili � I IIII II I,li IIII I I I I I I I I it I I I I IIII II III I II I 'll. I I I .III � i I II I II I I II VIII I I u l i ��,lu hill I l i nl 1. i � I I. II II PROVIDE TRENCH DETECTION TAPE SLOPE AS REQUIRED_ I GRADE SEE NOTE 6 SEE NOTE 4 / �-- 3' IN. UNDISTURBED SOIL CO R MAINTAIN TRENCH WIDTH 2' ABOVE Rlpz C.D. .r- 6" MAX. LAYERS OR TOP OF PIPE OTHER APPROVED METHOD EVE 4" MAX. LAYERS F_ 7,/ COMPACTION 95%COMPA AT 95% MAXIMUM WATER LEVEL ALLOW -ABLE DURING :-1 TRENC-iCONSTRUCTION 1111- 3/4" DIA. BEDDIN WIDTH ROCK OR PEA ROCK W WHERE CONDITIONS REQUIRE NOTES: 1. WHERE SOIL CONDITIONS CANNOT BE MAINTAINED AS SHOWN ABOVE, PROVIDE APPROVED METHOD OF CONSTRUCTION. 2. SHEETING WILL BE REQUIRED AS DETERMINED IN THE FIELD. 3. COMPACTION PERCENTAGES SHOWN REFER TO A.A.S.H.T.O. T-180. 4. MECHANICAL COMPACTION NOT ALLOWED BELOW THIS LEVEL. 5. TRENCH WIDTH "W"=PIPE O.D. PLUS 2'. 6. USE COPPER WIRE (AS PER INDIAN RIVER COUNTY UTILITIES DEPARTMENT) TO BE MARKED "CAUTION: WATER LINE BELOW" OR "CAUTION: FORCE MAIN BELOW". 7. ALL RESTORATION IN EASEMENTS OR RIGHTS OF WAY OR OTHER JURISDICTIONAL AGENCIES SHALL CONFORM TO COUNTY UTILITIES SPECIFICATIONS OR OTHER JURISDICTIONAL AGENCY SPECIFICATIONS, WHICHEVER IS MORE STRINGENT. TRENCH SCALE: N.T.S. UNPAVED AREAS MECHANICALLY SAW EXISTING PAVEMENT EXISTING BASE TRENCH WIDTH "W" + 4' M N. SURFACE RESTORATI`01'r- 6" MIN. /177777 SEE NOTE 6 / / / IT/ REPLACEMENT LIMEROCK BASE IN 3 LIFTS AT 98% 30" CLEAR COVER (MIN.) MAINTAIN TRENCH \ UNDISTURBED SOIL WIDTH 2' ABOVE [PIPE C-D• 6" MAX. LAYERS OR TOP OF PIPE I 1' ; OTHER APPROVED 1+ METHOD TO ACHIEVE 95% COMPACTION 4" MAX. LAYERS AT 95% �4 _ A, MAXIMUM WATER LEVEL ALLOW- --_ 14" �-- ABLE DURING TRENC I CONSTRUCTION -s �. 3/4" DIA. BEDDIN WIDTH ROCK OR PEA ROCK W ol WHERE CONDITIONS REQUIRE NOTES: 1. WHERE SOIL CONDITIONS CANNOT BE MAINTAINED AS SHOWN ABOVE, PROVIDE APPROVED METHOD OF CONSTRUCTION. 2. SHEETING WILL BE REQUIRED AS DETERMINED IN THE FIELD. 3. NEW SURFACING MATERIALS SHALL BE CONSISTENT WITH EXISTING AND SHALL HAVE LAPPED AND FEATHERED JOINTS, (1-1/2" MIN. THICKNESS). 4. COMPACTION PERCENTAGES SHOWN REFER TO A.A.S.H.T.O. T-180. 5. ALL ROADWAY RESTORATION SHALL COMPLY WITH INDIAN RIVER COUNTY PUBLIC WORKS/ F.D.O.T. STANDARDS. 6. MECHANICAL COMPACTION NOT ALLOWED BELOW THIS LEVEL. 7. TRENCH WIDTH "W"=PIPE O.D. PLUS 2'. 8. USE COPPER WIRE (AS PER INDIAN RIVER COUNTY UTILITY DEPARTMENT) TO BE MARKED "CAUTION: WATER LINE BELOW" OR "CAUTION: FORCE MAIN BELOW". TRENCH SCALE: N.T.S. PAVED AREAS t C L- C _ �10"__ 5` 3'-6" _ G G 3'-s" GENERAL NOTES 3" 4" D or Spar D or Span 2-#4 Bar I Trons%tion SIoP - 1. Endwall dimensions, locations and positions are for D or Span 4 x I c��09 round and elliptical concrete pipe and for round P _ r� o Fto�� and pipe -arch corrugated metal pipe. Round concrete pipe shown. iI 2. Front slope and ditch transitions shall be in accordance i4 with Index No. 280. 3. Endwalls may be cast in place or precast concrete. / \ ` I Reinforcing steel shall be Grades 40 or 60. Additional a� � � reinforcement necessary for handling precast units -. 4•= shall be determined by the Contractor or the I 1 o 4"_ I B 4" supplier. Cost of reinforcement shall be included in -{- Const. Joint Permitted 0 - I �- the contract unit price for concrete, (endwalls). See End View in -1 (Enlarged) B) I ----- 4. All exposed corners and edges of concrete are to be chamfered is. FRONT VIEW I 5. Concrete meeting the requirements of ASTM C-478 y� (4000 psi) may be used in lieu of Class - concrete u Const. Joint Permitted in precast items manufactured in plants which are (Keyway & Dowels Required- under the Standard Operating Procedures for the Dowels #4 Bars, 18" With Inspection of precast drainage products. ---- 9" Embedment 0 12" Ctrs 6. On outfall ditches with side slopes flatter th411, - - -- For Bar Grade And provide 20' transitions from the endwall to the flatter / \ E I Payment See Note 3.) 'i side slopes, right of way permitting. 7. For sodding around endwalls see Index No. 281. END VIEW (ENLARGED) 8. Payment for concrete quantities for endwalls TOP VIEW skewed to the pipe shall be made on the following basis: ENDWALL DIMENSIONS (EXCLUSIVE OF MULTIPLE PIPE SPACING) Endwall0' to 5'o Pipe Use Tabu0lated Value 6' t 15' 15' FRONT VIEW S I Interior i Outside Pipe (Typ.) Pipe (Typ.) _ Location Reference Line (See Location Control Abov TOP VIEW NORMAL PIPE NO. BY X _ (X=S- Seca) I FRONT VIEW 0 16' to 30' 30' 31' or over 45' Control Line (Clear Zone Limit) 9. Pipe length plan quantities shall be based on the rr (Independent Of Front Slope) pipe end locations shown in the standard location control end view, or lengths based on special endwall locations called for in the plans. S�oQ o� 10. Payment for pipe in pipe culverts shall be based End (See f Pip9) Fto on plan quantities, adjusted for endwall locations subsequently established by the Engineer. Control Point When 11. Endwalls to be paid for under the contract unit - Slope Intercept price for Class - Concrete (Endwalls), CY. I Outside Clear Zone I i L� END VIEW STANDARD LOCATION CONTROL TOP VIEW SKEWED PIPE LEGEND a Pipe Skew S Center To Center Pipe Spacing X Centerline To Centerline Dimension At Face Of Headwall CONCRETE ENDWALL REFER TO FDOT INDEX NO. 250 NTS NEW HOT PATCH ASPHALT TO BE SAME TYPE OF MATERIAL AS EXISTED AT THE TIME OF REMOVAL. EXISTING SURFACE AND BASE TO BE CUT WITH CONCRETE SAW. EXISTING � \ ASPHALT 5'-0" 6'-0" 5'-0" _ 1 1/2" I ..MINM MIN,„ XNS REPLACEMENT BASE EXISTING MATERIAL SHALL BE BASE 3'-0" �1'-6" 3000 PSI HIGH EARLY TRENCH WIDTH STRENGTH CONCRETE. TRENCH WALL \\�\ /DIA. j\\BACKFILL TRENCH WITH \�� VARIES SUITABLE MATERIAL AND UTILITY PIPE TAMP MATERIAL IN LAYERS UNDISTURBED EARTH ---\%�NOT TO EXCEED 6" IN �\\� ACCORDANCE W/ THE SPECIFICATIONS. (95% MAX. PER. AASHTO T-180). 12" 12" MAX MAX NOTE: THE CONTRACTOR SHALL PROMPTLY FILL OPEN -CUT TO ALLOW TRAFFIC TO PASS FREELY AND SAFELY. IF PERMANENT RESTORATION IS TO BE DEFERRED, THE CONTRACTOR SHALL MAINTAIN THE TEMPORARY CONDITION TO THE ORANGE COUNTY ENGINEERING DEPARTMENT SATISFACTION. ASPHALT ROADWAY OPEN CUT DETAIL DIMENSIONS AND QUANTITIES M 151rCONCRETE SLAB (CY) 0 SODDING (SQ. YDS.) D X A B C E F G I Single Double Triple Quad. N I Single I Double Trlple Quad. I Single I Double I Triple I Quad. ® See General Note No. 3. Pipe Pipe Pipe Pipe I Pipe Pipe Pipe Pipe Pipe Pipe Pipe Pipe See Sheet 5 Of 6 For 3" Slab Quantities 2'-7" 1.92" 2.18' 4 jQ 2.06' 5' 1.27 4.63" 7.21 9. 9' s7. 1.19' 0.38 0.58 q0. 77 21 24 2287 30 2'-10' 22 25 1.97" 2.74' ¢ 71' 2.56" 6' 1.41" 4.92' 7.75' 10.58" 1.25' 0.54 0.83 1.2 28 -',f1 3 R5'3.56 7" 1.73" 5.50" 8.92' 12.33' 4 - " 2.1 4.995' 7.i Ofi' 8' 2.00' 6.08" 10.33' 4 5g' 29° 0.6�i 1.09 jj 5n�1 'S�ii 31 SJ 44qq 5'-1" 2.25' 6[.0]8' � 5.56' 9" 2.24' 6.6T 11.75' �6�p35' J. �.33' 0.81 1.38 17 1,70 4,5 � 28 34 433 45 Slope 6'-9" 2.43' 8.33' (k 76' 7.56" 116.56 0 2 65' 7.83" 14.58" 1�.3 i' 2808° .42' 01.93 2.04 2. 3 J 32 39 7'-8" 2.52" 9.44' 11.96' 8.56' 12' 2.83- 8.42' 16.08' 23.75' 31.42' .46' 1.31 2.44 3.58 al 34 42 51 59 ftft pp 67 10.56' 13.18• 9.56' j ¢¢ 3.00' 9.00' j 7 5 26.00' '14.5 5q' 1.51 2.89 ¢ g 45 55 4 11.68 14.39' 10.56' 15' 3.18' 9.58' 113/5' 27.92' 3`1.08 �.�4' 1.68 3.25 4.84 �i 98 48 5$ 10'-0" 2.80' 1Z.80" 15.60' 11.56' 16' 3.30'' 10.16' 28 4.6370.p116' 300.16' 40.16" 1.58' 1.89 3.74 5.59 3. p40)j 51 6?2 7p3 " 2'-1D" ? 3 21 644 ' 5.102' 5.03 9" �.41' 4.92 7.75'1078' 12.37' 1.1Q. 0.57 0.87 1, 1. 5 25 281 35 B E j4��' 13.42' 1.211 0.66 0.99 3 i-� jJ;� 7.18'D 71' TQC l' ]Y��' 5.50' R�q2� 12.. 15.75' 1.2 0, + 3 1. 5 4p2 3 p 6.42' 6.25 Dimensions permitted to allow use of 8' standard pipe lengths. 4:1 �'-0` 3.�' 1 3i I � 6.t��2' 193.00 ��7i' 22.0405' 7.25' 113.325' 9.21 583 -� 1.23' 2.78 �3?J 5 q4 Slope 224' 11f}2 -1 010.40 O 10.10' Dimensions permitted to allow use of 12' standard pipe lengths. 411"E qq 15¢ J� 15.03' 19" 2.65' 7.83' 1t.58- 21.3. 28.08' 1.42' 5 3.'10 ¢ 3 48 3 A*Concrete slab shall be deepened to form bridge across crown of pipe. See section below. :1.`3559' 1'1.4§ 'L0. R' 17,r- ?1: 2.83: 8.42' ]16.08' 23.75] 3 d2' 1.46' 2.1 3.�5 5.��50' 26.00'( 7' 7 52 g�g J`- 3. 1.N" 11. " 25. 21.(013" 2235' 3.18' 99.58' 18.75' 27.92' J3 08' 1.54' 2.88 5.54 �.18 �QQ $ 59 69 7,5 80 10'-0" 3.91' 22.5 26.59" 23.03' 27" 3.30' 10.16' 20.16' 30.16" 40.16' 1.58' 3.54 6.61 9.87 �3. 52 63 74 85 U) Sod 1' Beveled Or Round Comers O Sod-,/1'Beveled Or Round Comers of r ,7, rn W a i I x 1n � Concrete Slab, 3` OrY' Thla.-"�- - - - Reinforced with V4F x6-W1.4xWi.4 �So s' TOP VIEW -SINGLE PIPE in Slope GenerolUar/ea SIse Notes A 3` Or 5_47 1 2 C Deepen Around Outswe Edge Of Pipe For 51 Slaj�� `"" _••. t •, 4: e �-' O Concrete 0 Pipe Connect * Saddlio Side Ditch Grad Jo�`ag e�I� z .na".,... r 2' Not Less Than l': 'o `I No Pipe Joint Permitted $4 Bar Unless Aooroved By The Enalneer _ I.6" _ 5' Sod E _ 'Slope: 4:1 Miter: To I Pipe For Pipes 18" And Smaller. Paid For As Pie Culver I- 2:1 For Pipes 24 And Larger. P F (Pine To Be Included Under Unit Price For Mitered End Section) _ ii' ' I 2:1 Miter. To I Pipe For Pipes 18` And Smaller. SECTION 1:1 For Pipes 24" And Larger. 4 Concrete Slab, 3' Reinforced with M TOP VIEW -MULTIPLE PIPE NOTE: See sheet 6 for details and notes. MITERED END SECTION REFER TO FDOT INDEX NO. 272 NTS DESIGNED - DATE - WCG/Neef-Schaffer, Inc. SCALE SHEET NO. DRAWN - DATE - Prafeaeimal ftkeer8 and Survey®r8 CITY OF SEBASTIAN Dr we 2600 Lake LucieDrive,5'uite to E N T S MISCELLANEOUS AS $"°W" CD- 1 CHECKED - DATE - Mal�land,Flbr�832751 DRAINAGE IMPROVEMENTS DETAILS JOB N0. APPROVED - DATE ps NEELul SCWA►FFER 407-647-6623 (fa,) 407 -6M -W5 POTOMAC WENTWORTH ENGINEER - AN RIVER COUNTY FLORIDA 1 OF 00 _-_-___ INDIAN REVISIONS DATE FILE NAME CERTIFICATION N0. WN.01 0. # FM FM SAN or 3 CAS t11 WM or w DE or Uc 01 if, UT BT -SPRINT OATV - X ABBREVIATIONS - X A. B. ANCHOR BOLT I.R. IRON ROD AC ASBESTOS CEMENT OR ACRE J. B. JUNCTION BOX ADJ ADJUST JUNC JUNCTION A. R.V.V. AIR RELEASE VACUUM VALVE L ARCH LENGTH ADD'L. ADDITIONAL LAT. LATERAL AFF ABOVE FINISHED FLOOR LB. LICENSED BUSINESS ALUM. ALUMINUM LF LINEAR FEET APPROX. APPROXIMATELY L.S. LIFT STATION ARCH. ARCHITECT LT. LEFT ASPH. ASPHALT L.W.L. LOW WATER LEVEL ASSEM. ASSEMBLY MAX. MAXIMUM BE BURIED ELECTRIC MATL MATERIAL B.F.P. BACKFLOW PREVENTER M.E.G. MATCH EXISTING GRADE BL BASELINE M.E.S. MITERED END SECTION BLDG. BUILDING MFR. MANUFACTURER BLK. BLOCK M.H. MANHOLE B.M. BENCH MARK MIN. MINIMUM B.O. BLOW -OFF MOD. MODIFIED BT BURIED TELEPHONE M.J. MECHANICAL JOINT B.V. BALL VALVE N. G. NATURAL GROUND B.F.V. BUTTERFLY VALVE N.G.V.D. NATIONAL GEODETIC VERTICAL DATUM CAN CABLE TELEVISION N.I.C. NOT IN CONTRACT CALC. CALCULATED NO. NUMBER (C) CALCULATED DIMENSION NOM. NOMINAL C.B. CATCH BASIN NPW NON POTABLE WATER C.F. CUBIC FEET N.T.S. NOT TO SCALE C.F.S. CUBIC FEET PER SECOND O.C. ON CENTER CIP CAST IRON PIPE O.D. OUTSIDE DIAMETER C12 CHLORINE O.H.E. OVERHEAD ELECTRIC C.L.F. CHAIN LINK FENCE O.E. OR EQUAL CENTERLINE O.U.C. ORLANDO UTILITIES COMMISSION C.M. CONCRETE MONUMENT PAVT. PAVEMENT C.M.P. CORRUGATED METAL PIPE PRM PERMANENT REFERENCE MONUMENT C.M.U. CONCRETE MASONRY UNIT P.B. PULL BOX C.O. CLEAN OUT P.E. PLAIN END CONC. CONCRETE (P) PLAT DIMENSION CONN. CONNECTION PG. PAGE CONST. CONSTRUCT P.G.L. PROFILE GRADE LINE CONT. CONTINUOUS P.I. POINT OF INTERSECTION CORP. CORPORATION R_ PROPERTY LINE COST. CUSTOMER PINT POINT C.L.F. CHAIN LINK FENCE POLY. POLYETHYLENE C.V. CHECK VALVE PP POWER POLE C.Y. CUBIC YARD PR PAIR DBI DITCH BOTTOM INLET PROP. PROPOSED DBL. DOUBLE PS PUMP STATION (D) DEED DIMENSION P.S.I. POUNDS PER SQUARE INCH DHW DESIGN HIGH WATER PV PLUG VALVE DIA. DIAMETER PVC POLYVINYL CHLORIDE DIP DUCTILE IRON PIPE RAD. PT. RADIUS POINT DWLS. DOWELS R RADIUS DWG. DRAWING REC. RECOVERED ELEC ELECTRIC RCP REINFORCED CONCRETE PIPE EA. EACH RED. REDUCER E.F. EACH FACE REF. REFERENCE DIMENSION EFF EFFLUENT REINF. REINFORCEMENT ELEV. ELEVATION REQ. REQUIRED EMB. EMBED OR EMBEDDED RJ RESTRAINED JOINT E/P EDGE OF PAVEMENT R/R RAILROAD ESMT. EASEMENT RT. RIGHT E.W. EACH WAY RW RECLAIMED WATER EXIST. EXISTING R/W RIGHT-OF-WAY EXP.JT. EXPANSION JOINT SAN. SANITARY SEWER F. D. FLOOR DRAIN SCH. SCHEDULE F. D. E. P. FLORIDA DEPT. OF ENVIRONMENTAL PROTECTION S. D. STORM DRAIN F. D.O.T. FLORIDA DEPT. OF TRANSPORTATION S. F. SQUARE FEET (F) FIELD DIMENSION SHT. SHEET F. F. FINISHED FLOOR SOL. SOLUTION F. H. FIRE HYDRANT SPECS. SPECIFICATIONS FLG. FLANGE SQ, SQUARE FL. FLOW LINE SS STAINLESS STEEL FIND. FOUNDATION STA. STATION FM FORCE MAIN STD. STANDARD FRP FIBERGLASS REINFORCED PRODUCT STL. STEEL FT. FEET S.T.P. SEWAGE TREATMENT PLANT FTG. FOOTING S.W.D. SIDE WATER DEPTH GA GAUGE S.Y. SQUARE YARDS GAL. GALLONS TEL TELEPHONE GALV. GALVANIZED T&B TOP AND BOTTOM GEN. GENERATOR TBM TEMPORARY BENCH MARK GRD. GROUND TCE TEMPORARY CONSTRUCTION EASEMENT G.S.P. GALVANIZED STEEL PIPE TEMP. TEMPORARY OR TEMPERATURE GM GAS MAIN THD. THREADED GPM GALLONS PER MINUTE THK. THICK GV GATE VALVE TRAY. TRAVERSE HB HOSE BIBB TYP. TYPICAL HC HANDICAP U.G. UNDERGROUND HDWL. HEAD WALL VCP VITRIFIED CLAY PIPE HT. HEIGHT VERT. VERTICAL HP HIGH POINT V.V.H. VERIFIED VERTICALLY & HORIZONTALLY HORIZ. HORIZONTAL W/ WITH H.W.L. HIGH WATER LEVEL WM WATER MAIN 1. D. INSIDE DIAMETER W/M WATER METER IN. INCHES UTIL UTILITY INV. INVERT WP WALL PIPE 1. P. IRON PIPE WS WATER SERVICE W. S. WATER SURFACE WWF WELDED WIRE FABRIC "X" SPOT ELEVATION IL DELTA ANGLE # FM FM SAN or 3 CAS t11 WM or w DE or Uc 01 if, UT BT -SPRINT OATV - X X - X X LEGEND CITY OF SEBASTIAN PROPOSED FORCE MAIN EXISTING FORCE MAIN EXISTING GRAVITY MAIN EXISTING GRAVITY MAIN EXISTING GAS MAIN EXISTING WATER MAIN EXISTING WATER MAIN EXISTING BURIED ELECTRIC EXISTING BURIED ELECTRIC EXISTING OVERHEAD POWER EXISTING BURIED TELEPHONE EXISTING BURIED TELEPHONE (SPRINT) EXISTING CABLE TV (BURIED OR AERIAL) X - PROPOSED CHAIN-LINK FENCE EXISTING WOOD FENCE X ~- EXISTING CHAIN-LINK FENCE ROW (RIGHT-OF-WAY) SURVEY BASELINE PROPOSED AIR RELEASE STATION PROPOSED CLEAN OUT PROPOSED SANITARY MANHOLE EXISTING SANITARY MANHOLE PROPOSED VALVE EXISTING VALVE EXISTING FIRE HYDRANT STATION BENCHMARK EXISTING TREE (TYPE & SIZE NOTED) EXISTING SHRUB EXISTING HEDGE GUY WIRE & ANCHOR EXISTING WATER METER EXISTING SIGN EXISTING POWER POLE EXISTING DRAINAGE STRUCTURE MATERIALS TO BE REMOVED & REPLACED UTILITIES ENCOUNTERED POWER: FLORIDA POWER, PROGRESS ENERGY P.O. Box 1551 RALEIGH, NORTH CAROLINA 27602 407-629-1010 LOCAL 1-800-432-4770 LOCATES TELEPHONE: SPRINT UNITED FLORIDA P.O. BOX 610 OCALA, FLORIDA 34480 352-368-8773 CATV: BRIGHTHOUSE NETWORKS 2617 SOUTH FRENCH AVE. SANFORD, FLORIDA 32773 407-645-4701 WATER & SEWER: INDIAN RIVER COUNTY UTILITY DEPARTMENT/PUBLIC WORKS 520 W. LAKE MARY BOULEVARD SANFORD, FLORIDA 32773 407-665-5601 GENERAL NOTES 1. ALL CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH INDIAN RIVER COUNTY LAND DEVELOPMENT CODES AND THE FDOT STANDARD SPECIFICATIONS FOR ROADS AND BRIDGES, 2000. 2. LOCATIONS, ELEVATIONS, AND DIMENSIONS OF EXISTING UTILITIES, STRUCTURES, AND OTHER FEATURES ARE SHOWN ACCORDING TO INFORMATION AVAILABLE AT THE TIME OF PREPARATION OF THESE PLANS, BUT DO NOT PURPORT TO BE ABSOLUTELY CORRECT. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL VERIFY AND AGREE TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL EXISTING UTILITIES, STRUCTURES, AND OTHER FEATURES AFFECTING HIS WORK. 3. CONTRACTOR SHALL COORDINATE WITH UTILITY OWNERS FOR VERIFICATION OF ALL UTILITIES AND NOTIFY UTILITY OWNERS 72 HOURS PRIOR TO DIGGING IN ANY PORTION OF THE SITE. 4. THE CONTRACTOR SHALL CONTACT THE ENGINEER UPON FINDING ANY CONFLICTS IN THE PLANS DURING CONSTRUCTION OF ANY IMPROVEMENTS SHOWN ON THE DRAWINGS. 5. THE LIMITS OF CONSTRUCTION SHOWN ON THE PLANS SHALL BE STRICTLY OBSERVED BY THE CONTRACTOR. ALL INGRESS, EGRESS AND TRAFFIC PATTERNS ON THE SITE SHALL BE EXISTING ROADWAYS SHOWN ON THE DRAWINGS. 6. FINISHED GRADE FOR GROUND ELEVATIONS ON DRAWINGS REFER TO GRADE AFTER SODDING OR OTHER SURFACE TREATMENT. FINISHED ELEVATIONS SHOWN ON DRAWINGS REFER TO ELEVATIONS AFTER CONCRETE OR ASPHALT PAVEMENT. 7. INSTALLATION OF ALL STORM SEWERS, INLETS, AND APPURTENANCES SHALL BE IN ACCORDANCE WITH ALL REQUIREMENTS OF THE APPLICABLE SECTIONS OF THE FLORIDA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS, FDOT ROADWAY AND TRAFFIC DESIGN STANDARDS AND AS INDICATED ON THE DRAWINGS AND/OR BY THE MANUFACTURER. 8. 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 & SPECIFICATIONS SHALL BE INCLUDED WITH THE LUMP SUM BID AND NO ADDITIONAL COMPENSATION SHALL BE MADE BY THE OWNER. 9. THE CONTRACTOR IS RESPONSIBLE TO OBTAIN ALL REQUIRED BUILDING PERMITS FOR THIS PROJECT AND SHALL COORDINATE ALL ACTIVITIES WITH INDIAN RIVER COUNTY. 10. 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. 11. WHERE A CONNECTION IS TO BE MADE IN THE FIELD TO AN EXISTING PIPE, THE CONTRACTOR SHALL EXCAVATE THE AREA TO VERIFY THE TYPE OF PIPE, PIPE SIZE, AND REQUIRED CONNECTION AND FITTINGS AND OBTAIN THE OWNERS APPROVAL OF THE PROPOSED METHOD OF CONNECTION PRIOR TO INSTALLING MATERIALS. 12. THE CONTRACTOR SHALL COORDINATE AND VERIFY ALL DIMENSIONS OF ALL EXISTING AND PROPOSED FACILITIES PRIOR TO FABRICATION OF PIPING AND EQUIPMENT TO ENSURE PROPER ASSEMBLY OF ALL ITEMS. SOME DIMENSIONS MAY NEED TO BE VERIFIED BY THE CONTRACTOR, FROM THE MANUFACTURER. 13. THE CONTRACTOR IS TO FOLLOW THE CONSTRUCTION PERMITS THAT HAVE BEEN ISSUED FOR THIS PROJECT. ALL SPECIFIC OR GENERAL CONDITIONS APPLY. 14. THE CONTRACTOR IS TO ADHERE TO THE DESIGN AND CONSTRUCTION STANDARDS OF INDIAN RIVER COUNTY. 15. MAINTENANCE OF TRAFFIC SHALL BE IN ACCORDANCE WITH THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES PART VI, WORK ZONE TRAFFIC CONTROL. CONTRACTOR TO PROVIDE MAINTENANCE OF TRAFFIC PLAN TO ENGINEER PRIOR TO CONSTRUCTION. TRAFFIC CIRCULATION WITHIN EXISTING PARKING LOT AREA MUST BE MAINTAINED DURING CONSTRUCTION. 16. COMPLETE RECORD DRAWINGS, CONFORMING TO INDIAN RIVER COUNTY STANDARDS SHALL BE COMPILED DURING CONSTRUCTION FOR PERIODIC REVIEW. FINAL RECORD DRAWINGS, CERTIFIED BY A FLORIDA LICENSED REGISTERED LAND SURVEYOR SHALL BE SUBMITTED TO THE ENGINEER IN DIGITAL FORMAT PRIOR TO FINAL INSPECTION AND ACCEPTANCE ON ANY PART OF THE PROJECT. 17. LOCATIONS AND DIMENSIONS OF EXISTING RIGHTS-OF-WAY AND EASEMENTS ARE BASED ON BEST AVAILABLE INFORMATION. CONTRACTOR SHALL VERIFY THE LIMITS OF THE RIGHTS-OF-WAY AND EASEMENTS IN ORDER TO AVOID ENCROACHMENTS. 18. COVER OVER ALL PIPE SHALL BE 3'-O", MINIMUM, UNLESS SHOWN OTHERWISE. 19. THE CONTRACTOR SHALL MAKE EXPLORATORY EXCAVATIONS AT ALL INTERSECTIONS OF PROPOSED WORK AND EXISTING UTILITIES. THE EXPLORATORY EXCAVATIONS SHALL BE MADE SEVENTY-TWO (72) HOURS IN ADVANCE OF THE WORK. IF THERE IS A POTENTIAL CONFLICT, THE CONTRACTOR IS TO NOTIFY THE OWNER IMMEDIATELY. INFORMATION ON THE OBSTRUCTION SHALL BE FURNISHED BY THE CONTRACTOR AND SHALL INCLUDE: LOCATION, ELEVATION, UTILITY TYPE, MATERIAL AND SIZE. CONTRACTOR SHALL RAISE OR LOWER THE INSTALLED PIPE AS NEEDED AT NO EXTRA EXPENSE TO THE OWNER. MAINTENANCE OF TRAFFIC 1. CONTRACTOR SHALL ADHERE TO THE REQUIREMENTS SET FORTH IN THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) LATEST PUBLISHED EDITION. CHAPTER VI AND THE FDOT ROADWAY AND TRAFFIC DESIGN STANDARDS LATEST PUBLISHED EDITION AT ALL TIMES. 2. ALL TRAFFIC CONTROL DEVICES (TEMPORARY SIGNS, PAVEMENT MARKINGS, BARRIER WALLS, ETC.) REQUIRED DURING A CONSTRUCTION PHASE SHALL BE INSTALLED AND APPROVED BY THE INDIAN RIVER COUNTY TRAFFIC OPERATIONS ENGINEER PRIOR TO THE COMMENCEMENT OF CONSTRUCTION AND WILL BE MAINTAINED IN ACCORDANCE WITH MUTCD REFER TO INDEX 600. IF CASE IS NOT COVERED IN MUTCD INDEX 600 SHALL BE USED IN CONJUNCTION WITH ALL OTHER INDEXES SPECIFICALLY MENTIONED IN EACH TRAFFIC CONTROL PHASE. 3. ALL EXISTING SIGNS AND PAVEMENT MARKINGS WHICH CONFLICT WITH THE TRAFFIC CONTROL PLAN DURING A CONSTRUCTION PHASE SHALL BE REMOVED OR TEMPORARILY RELOCATED AS NECESSARY PRIOR TO COMMENCEMENT OF CONSTRUCTION. THE COST OF REMOVING AND/OR REPLACING SIGNS AND PAVEMENT MARKINGS FOR MAINTENANCE OF TRAFFIC SHALL BE INCLUDED UNDER PAY ITEM 999-1. 4. ALL SIGNS 48" X 48" OR LARGER SHALL BE MAINTAINED ON TWO (2) BREAKAWAY SUPPORTS OR YIELDING POST AS SHOWN IN FIGURE 6-1 OF THE MUTCD. THE CONTRACTOR SHALL USE THE MUTCD TO DETERMINE THE APPROPRIATE PLACEMENT AND ELEVATION OF CONSTRUCTION SIGN. REFLECTIVITY SHALL ADHERE TO THE FDOT STANDARD SPECIFICATION FOR ROADS AND BRIDGE CONSTRUCTION LATEST PUBLISHED EDITION. 5. AT THE COMPLETION OF CONSTRUCTION DAY THE ROAD SHALL BE RETURNED TO TWO-WAY TRAFFIC. 6. VEHICULAR ACCESS TO RESIDENCES WILL BE MAINTAINED AT ALL TIMES. 7. PROVISIONS APPROVED BY THE PROJECT ENGINEER WILL BE MADE FOR THE REMOVAL OF STORM WATER FROM THE ROADWAY DURING CONSTRUCTION. 8. ALL TEMPORARY MARKINGS SHALL BE IN PLACE ONE (1) HOUR BEFORE SUNSET. 9. ALL DEVICES WILL BE IN GOOD CONDITION. MINIMUM REFLECTIVE INTENSITY SHALL MEET THE FDOT STANDARD SPECIFICATIONS FOR ROADS AND BRIDGE CONSTRUCTION LATEST PUBLISHED EDITION. 10. INGRESS/EGRESS TO COMPLEX MUST BE MAINTAINED THROUGHOUT CONSTRUCTION SCHEDULE. 20. ELEVATION DATUM IS LOCAL DATUM. 21. IN AREAS WHERE CONSTRUCTION ACTIVITIES RESTRICT NORMAL ACCESS TO PROPERTIES, THE CONTRACTOR SHALL PROVIDE AND MAINTAIN ALTERNATIVE ACCESS ROUTES, WHICH ARE SUBJECT TO APPROVAL BY THE ENGINEER. 22. PIPES SHALL NOT BE DEFLECTED MORE THAN 75% OF THE MANUFACTURER'S RECOMMENDATIONS. 23. ALL EXISTING AND PROPOSED VALVES SHALL BE OPERATED BY INDIAN RIVER COUNTY WATER AND WASTEWATER UTILITY SERVICES PERSONNEL. 24. THE CONTRACTOR SHALL NOTIFY THE OWNER 72 HOURS IN ADVANCE OF ANY WATER MAIN OR SANITARY FORCE MAIN SHUT -DOWN. 25. ALL EXCAVATIONS SHALL BE BACKFILLED AT THE END OF EACH WORK DAY. 26. THE CONTRACTOR SHALL FURNISH AND INSTALL ALL TEMPORARY PLUGS, BLOCKING, TAPS AND TESTING EQUIPMENT REQUIRED TO COMPLETE PRESSURE TESTING AS SPECIFIED. THE CONTRACTOR SHALL FURNISH AND INSTALL APPROVED STOPPER FOR DAILY BLOCKING PIPE ENDS. 27. ALL CONNECTIONS TO EXISTING MAINS SHALL BE MADE BY THE CONTRACTOR ONLY AFTER THE CONNECTION PROCEDURE AND HIS WORK SCHEDULING HAS BEEN REVIEWED AND APPROVED BY THE OWNER. THE CONTRACTOR SHALL SUBMIT A WRITTEN REQUEST TO THE OWNER A MINIMUM OF SEVEN (7) WORKING DAYS PRIOR TO SCHEDULING SAID CONNECTIONS. IN HIS REQUEST HE SHALL OUTLINE THE FOLLOWING A. POINTS OF CONNECTION, FITTINGS TO BE USED, AND METHOD OF FLUSHING. B. ESTIMATED CONSTRUCTION TIME FOR SAID CONNECTIONS. THE ENGINEER SHALL REVIEW THE SUBMITTAL WITHIN THREE (3) WORKING DAYS AFTER RECEIVING IT AND INFORM THE CONTRACTOR REGARDING APPROVAL OR DENIAL OF HIS REQUEST. IF HIS REQUEST IS REJECTED BY THE ENGINEER, THE CONTRACTOR SHALL RESUBMIT HIS REQUEST MODIFYING IT IN A MANNER ACCEPTABLE TO THE ENGINEER. ALL CONNECTIONS SHALL ONLY BE MADE ON THE AGREED UPON DATE AND TIME. IF THE CONTRACTOR DOES NOT INITIATE AND COMPLETE THE CONNECTION WORK IN THE AGREED UPON MANNER, HE SHALL BE REQUIRED TO RESCHEDULE THE SAID CONNECTION BY FOLLOWING THE PROCEDURE OUTLINED ABOVE. THE CONTRACTOR SHALL NOT OPERATE ANY VALVES IN THE SYSTEM. 28. WHERE PROPOSED OR EXISTING FORCE MAINS CROSS EXISTING OR PROPOSED WATER MAINS, THE FORCE MAIN SHALL BE LAID TO PROVIDE A VERTICAL CLEARANCE OF AT LEAST 18 INCHES BETWEEN THE BOTTOM OF THE UPPER PIPE AND THE TOP OF THE LOWER PIPE WHENEVER POSSIBLE. WHEN 18 INCHES OF CLEARANCE CAN NOT BE MAINTAINED, SUFFICIENT LENGTHS OF D.I.P. WATER MAIN AND DR -14 FORCE MAIN SHALL BE PROVIDED TO PROVIDE A CLEARANCE OF AT LEAST 10 FEET BETWEEN ANY JOINT IN THE FORCE MAIN AND ANY JOINT IN THE WATER MAIN. THERE SHALL BE NO PAYMENT FOR EXTRA FITTINGS REQUIRED TO MAINTAIN PROPER CLEARANCES AND/OR COVER. 29. A HORIZONTAL SEPARATION OF AT LEAST 10 FEET SHALL BE MAINTAINED BETWEEN THE EXISTING OR PROPOSED FORCE MAINS AND EXISTING AND PROPOSED WATER MAINS WHENEVER POSSIBLE. THIS SEPARATION DISTANCE SHALL BE DEFINED AS THE DISTANCE BETWEEN THE TWO CLOSEST OUTSIDE SURFACES OF THE PIPES REQUIRING SEPARATION. WHEN THE SPECIFIED SEPARATION CAN NOT BE MAINTAINED, THE PROPOSED WATER MAINS SHALL BE DUCTILE IRON PIPE OR PROVIDE A VERTICAL CLEARANCE OF 18 INCHES BETWEEN THE BOTTOM OF THE WATER MAIN AND THE TOP OF THE FORCE MAIN WHENEVER POSSIBLE. 30. ALL PROPOSED DUCTILE IRON PIPE AND M.J. FITTINGS OR RESTRAINTS WITHIN 50 FEET OF ANY EXISTING GAS MAIN AND EXISTING CORROSIVE SOILS SHALL BE POLYETHYLENE ENCASED WITH A MINIMUM THICKNESS OF 8 MILS IN ACCORDANCE WITH ANSI/ANNA A21.51 /C105. 31. THE CONTRACTOR SHALL NOTIFY FIBER OPTICS COMPANIES SEVEN (7) DAYS PRIOR TO ANY CONSTRUCTION. EXTREME CAUTION SHALL BE EXERCISED IN AREAS OF FIBER OPTICS. 32. PIPE RESTRAINING SHALL BE IN ACCORDANCE WITH THE RESTRAINED JOINT TABLES, EXCEPT WHERE NOTED ON DRAWINGS AT SPECIAL RESTRAINING SITUATIONS. 33. CONTRACTOR SHALL PROVIDE ALL NECESSARY PLUGS AND CAPS REQUIRED FOR ALL UTILITY PIPES TO BE ABANDONED IN PLACE REGARDLESS OF WHETHER PLUGS AND CAPS ARE SHOWN ON DRAWINGS. 34. ALL BURIED UTILITY PIPES TO BE ABANDONED IN PLACE SHALL BE CUT AND PLUGGED AND FILLED WITH GROUT. 35. 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. 36. CONTRACTOR SHALL MAINTAIN PEDESTRIAN TRAFFIC, I.E. TEMPORARY SIDEWALKS AROUND WORK AREAS, CONTRACTOR MAY HAVE TO RESTRICT WORK HOURS ON SIDEWALKS, TO RESTORE IMMEDIATELY AND ERECT TEMPORARY FENCING BETWEEN CONSTRUCTION AND TEMPORARY SIDEWALKS, ETC. 37. ALL CONSTRUCTION CONTROL SHALL BE REFERENCED AND REPLACED BY A FLORIDA REGISTERED LAND SURVEYOR AFTER CONSTRUCTION. EROSION CONTROL/WATER QUALITY NOTES 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SUBMITTING AN EROSION CONTROL PLAN AT THE TIME OF PRE -CONSTRUCTION CONFERENCE. THE PROPOSED EROSION CONTROL PLAN SHALL BE IN ACCORDANCE WITH ALL APPLICABLE CRITERIA SET FORTH IN THE FDOT STANDARD SPECIFICATIONS FOR ROADS AND FDEP LAND DEVELOPMENT MANUAL SHALL BE SUBJECT TO APPROVAL BY LOCAL GOVERNMENTS AND WATER MANAGEMENT DISTRICT HAVING JURISDICTION. 2. 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 OWNER. 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTENANCE OF ALL TEMPORARY EROSION CONTROL FEATURES. 4. CONTRACTOR IS TO PROVIDE EROSION/SEDIMENTATION CONTROL TO PREVENT SILTATION OF ADJACENT PROPERTY, STREETS, STORM SEWERS AND WATER WAYS. IN ADDITION, CONTRACTOR SHALL PLACE STRAW, MULCH OR OTHER SUITABLE MATERIAL ON GROUND ON AREAS WHERE CONSTRUCTION -RELATED TRAFFIC IS TO ENTER AND EXIT 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 BY 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. 5. EXISTING DRAINAGE PATTERNS AND CAPACITIES ARE TO BE PROTECTED AND MAINTAINED DURING CONSTRUCTION TO ELIMINATE FLOODING AND PONDING WATER ON PRIVATE PROPERTY. CONTRACTOR TO PROVIDE TEMPORARY DRAINAGE MEASURES AS REQUIRED TO MEET THIS REQUIREMENT. Q z DESIGNED DATE WCGINee�Schafer, bxz CITY OF SEBASTIAN SCALE SHEET NO . GENERAL NOTES, DRAWN DATE - Professional ftiwer8 810 Survey= _ 26«eLucknD*e,Su#eU DRAINAGE IMPROVEMENTS LEGEND AND C-2 DATE a roe NO. APPROVED DATE - NEL®SCHAFFER 407-647-6623(f40753-0575 POTOMAC WENTWORTH ABBREVIATIONS ENGINEER RICHARD CAMPANALE CAM 3 N0. BY REVISIONS DATE FILE NAME - CERTIFICATION N0. 54745 INDIAN RIVER COUNTY FLORIDA OF NO. BY LOT 1 5' easement — 5' easement LOT 2 REVISIONS —k face X—xX 4 X x x -X u 0 al I DESIGNED 1 DRAWN CHECKED APPROVED DATE FILE NAME _ r Y SEBASTIAN HIGH LAN – DATE – DATE – DATE - - DATE – UNIT 5 BLOCK 151 LOT 30 5' easement 5' easement LOT 29 = x 13: �' 0 m wcG NEEM®SCHA,FFIER ENGINEER RICHARD CAMPANALE ' %CERTIFICATION NO. 54745 21.8 40.0C- / x208 21. ;p x2o e 40.00' `02-0-7 x203 �2t.8 SEBASTIAN UNIT BLOCK HIGHLANDS 4 138 found I.r.c. x 7%17..1::21.1 x 2�8 f I ounc r C. i 11��. LOT 16 x�t xs LOT 5 LC o DI L a ,? found j�c. o x r tp+ t xtdtt 5 easement x x k t,xt@3 —7179 5' easement ft,L• •17. 0_ _ & —� — property line d �.5c,+ 8. 1 8 1 easement�UR BASELINE tree line I jt' x19,8 I ' LOT 15 LOT 6 C I Q. E I wVQ1"ft-�-schan&;'nc CITY 0 F SEBASTIAN ProfessionNElpheers and Surveyors 2600 Lake Lucien Drive, dire F DRAINAGE IMPROVEMENTS Madland Florro'a 3275/ 40''6623('aX'4o'-CA9Mz POTOMAC WENTWORTH INDIAN RIVER COUNTY 0 20 40 SCALE SHEET NO. POTOMAC AVENUE DITCH IMPROVEMENTS ' =20 0 N. STA. 0+00 TO 05+48.31 wNJOB JOB01 N .. FLORIDA OF 0 20 40 Inv. ;15. drainage structure 01.b Ip Ln m rn z m LOT 19 z n. SEBASTIAN HIGHLANDS BLOCK 169 LOT 18 PIP 40. h 20' EASEM 27+00 N 381 7'48"E SURVEY BASELINE X—X—fence enc OZ 01. COUNTY ROAD 512 ---------- 0 z U) Ld in 0 "5 0 0 fy- 0 z L'i F- m Uj V) 0 0 0 Lr) UNIT z C� DESIGNED DRAWN CHECKED APPROVED NO. BY REVISIONS DATE FILE NAME LOT 1 - DATE — DATE — DATE — DATE NCEELmSCHAFFER wc, ENGINEER RICHARD CAMPANALE 1% CERTIFICATION NO. 54745 HIGHLANDS UNIT 31 BLOCK 149 1 LOT 18 — — — — — — — — — — — — — — — — — — — — — — — — — — — WXINeel-Schaffer, Inc. CITY OF SEBASTIAN Professional Ef phears and Surveyors 2600 Lake Luden &*e, &I#e 117 DRAINAGE IMPROVEMENTS WWO Florida 327N 407"64'6623(fax)40' &V-0$15 POTOMAC WENTWORTH CA9M2 INDIAN RIVER COUNTY SCALE SHEET NO. WENTWORTH DITCH IMPROVEMENTS JOB NO. C-4 STA. 26+50 TO 32+36.99 FLORIDA WN.01450.001 OF