Loading...
HomeMy WebLinkAbout1996 - (Mylar) Plat BookCITY OF SEBASTIAN, FLORIDA, • A • • A CERTIFICATEDEDICATION STATE OF FLORIDA FINDLA,N RIVER COUNTY CITY OF SEBAST141N KNOW ALL MEN BY THESE PRESENTS THAT THE UNDERSIGNED BEING THE OWNER IN FEE SALE OF THESE LANDS DESCRIBED HEREON DOES HEREBY DEDICATE THE RIGHT OF WAYS AND EASEMENTS AS SHOWN ON THE PLAT FOR THE USES AND PURPOSES THEREON EXPRESSED FOR THE PERPETUAL USE OF THE CITY OF SEBASTIAN, FLORIDA, (THE AFORESAID PLAT BEING HARBOR POINT SUBDIVISION}. I. UTILITY EASEMENTS: UTILITY EASEMENTS AS SHOWN ARE DEDICATED IN PERPETUITY TO THE CITY OF SEBASTIAN, FLORIDA, FOR CONSTRUCTION, INSTALLATION, MAINTENANCE AND OPERATION OF UTILITIES BY ANY PROVIDER, INCLUDING CABLE TELEVISION SERVICES, IN COMPLIANCE WITH SUCH ORDINANCES AND REGULATIONS AS MAY BE ADOPTED FROM TIME TO TIME BY THE CITY COUNCIL, CITY OF SEBASTIAN, INDIAN RIVER COUNTY, FLORIDA. APPROVED DRIVEWAYS MAY CROSS THESE EASEMENTS WHERE THEY ABUT ROAD RIGHT-OF-WAYS. 2. DRAINAGE EASEMENTS & STORMWATER MANAGEMENT TRACT: DRAINAGE EASEMENTS & STORMWATER MANAGEMENT TRACT, AS SHOWN ARE DEDICATED IN PERPETUITY FOR CONSTRUCTION AND MAINTENANCE OF DRAINAGE FACILITIES AND SHALL BE THE PERPETUAL MAINTENANCE OBLIGATION OF THE CITY OF SEBASTIAN, FLORIDA. 3. STREET RIGHT OF WAYS STREET RIGHT OF WAYS, AS SHOWN ARE DEDICATED IN PER- PETUITY FOR CONSTRUCTION AND MAINTENANCE OF THE STREETS AND SHALL BE THE PERPETUAL MAINTENANCE OBLIGATION OF THE CITY OF SEBASTIAN, FLORIDA. IN WITNESS WHEREOF, THE UNDERSIGNED,r., �fi'in-S HEREUNTO SET HIS HAND ON THIS 19' ®AY OF w.iP� 1996. WITNESS n / ./ Wall • DESCRIPTION ALL OF TRACT'A'.LOTS 1 THROUGH 16 OF BLOCK 510.LOTS 1 THROUGH 26 OF BLOCK 511 AND LOTS 1 THROUGH 21 OF BLOCK 512 AND ALL RIGHT OF WAYS BETWEEN SAID LOTS AND BLOCKS AS SHOWN ON THE PLAT OF SEBASTIAN HIGHLANDS UNIT 16 AS RECORDED IN PLAT BOOK 8. AT PAGES 45.45A THROUGH 45J OF THE PUBLIC RECORDS OF INDIAN RIVER COUNTY,FLORIDA. SAID LANDS SITUATE,LYING AND BEING IN THE CITY OF SEBASTIAN, INDIAN RIVER COUNTY,FLORIDA, CONTAINING 18.72 ACRES.MORE OR LESS. ACKNOWLEDGEMENT OF DEDICATION STATE OF FLORIDA COUNTY OF INDIAN RIVER CITY OF SEBASTIAN THE FOREGOING INSTRUMENT WAS SWORN TO,SUBSCRIBED AND ACKNOWLEDGED BEFORE ME THIS 1�`DAY OF JUTE, 1996, BY Imo•_0 • Aaam-,. cores • v� A.-D-Ada ns_ n'(ar'Pr" ses, I S PERSONALLY KNOWN TO ME. S I ATU R E r4k. a. PRINTED NAME NOTARY PUBLIC,STATE OF FLORIDA CERTIFICATE OF TITLE STATE OF FLORIDA COUNTY OF INDIAN RIVER ' A TITLE INSURANCE COMPANY DULY LICENSED IN THE STATE OF FLORIDA DOES HEREBY CERTIFY THAT WE HAVE EXAMINED THE TITLE TO THE HEREON DESCRIBED PROPERTY, THAT WE FIND THE TITLE TO THE PROPERTY IS VESTED IN H. D. ADAMS ENTERPRISES, INC. WITH NO MORTGAGES RECORDED. THAT ALL TAXES HAVE BEEN PAID ON SAID PROPERTY AS REQUIRED BY SECTION 197.192 FLORIDA STATUTES, AS AMENDED. ALSO, THERE ARE NO LIENS OR ENCUMBRANCES. PLAT BOOK I '-I PAG E DOCKET NO. F r 0 Z �. 2 F.. w w J w u' y CHESSERS GAP it O w � SOP m PLAT LOCATION w LOCATION MAP NO TRUE SCALE CERTIFICATE OF APPROVAL AND ACCEPTANCE OF CITY COUNCIL NOTICE: STATE OF FLORIDA COUNTY OF INDIAN RIVER 1. THIS PLAT IS A REPLAT OF PORTIONS OF SEBASTIAN CITY OF SEBASTIAN HIGHLANDS UNIT 16. 4 THIS IS TO CERTIFY THAT ON % T4. �✓r� THE CITY COUNCIL, CITY OF SEBASTIAN, INDIAN RIVER COUNTY, FLORIDA APPROVED THE FOREGOING PLAT, AND ACCEPTED THE DEDICATIONS THEREIN. MAYOR crrV EN WEER CIACLERK (ATTEST TO MAYOR'S SIGNATURE) CERTIFICATE OF CLERK STATE OF FLORIDA COUNTY OF INDIAN RIVER CITY ATTORNEY (APPROVED AS TO FORM) I, HEREBY CERTIFY THAT I HAVE EXAMINED THE FOREGOING PLAT AND FIND THAT IT COMPLIES IN FORM WITH ALL THE REQUIREMENTS OF CHAPTER 177, FLORIDA STATUTES, AND WAS FILED FOR RECORD ON AT VERO BEACH, FLORIDA. FILE NO. 9 & 3 2 3 CLERK FOR CIRCUIT COURT IN AND FOR INDIAN RIVER COUNTY, FLORIDA- J BY: kz CERTIFICATION OF TITLE NOTARIZATION STATE OF FLORIDA CITY OF SEBASTIAN COUNTY OF INDIAN RIVER THE FOREGOING INSTRUMENT WAS SWORN TO,SUBSCRIBED AND ACKNOWLEDGED BE ORE M THIS Iq4\ DAY OF�J4%,IP96, BY �� A�CD `'S►����r�'9 IS PERSONALLY KNOWN TO ME OR HAS PRODUCED - CIA AS IDENTIFICATION. M14P4A?-F ' d .T �'J� {`h.° _ c l�r, ': k`. / ' :. 'r . ~ • *' r'`:• * „ .tip i/ ig'cymrft INC am Ut y�'- �) ~ .v4y �(• `; �.�,..r, t °" 4 i" t ,iK64.i,'.�a=i�'�i%'! SI ATURE � J-) PRI TED NAME NOTARY PUBLIC, STATE OF FLORIDA 2. o - DENOTES PERMANENT REFERENCE MONUMENTS SET. 3. o - DENOTES PERMANENT CONTROL POINT SET. ; 4. COVENANTS, RESTRICTIONS OR RESERVATIONS o G THE OWNERSHIP OR USE OF THE PROPERTY SHOWN IN THIS PLAT ARE FILED IN OFFICIAL RECORD BOOK LLO JAT PAGE(S) -7 5. THERE MAY BE ADDITIONAL RESTRICTIONS THAT ARE NOT RECORDED ON THIS PLAT THAT MAY BE FOUND IN THE PUBLIC RECORDS OF INDIAN RIVER COUNTY, FLORIDA. 6. NO BUILDINGS OR ANY KIND OF CONSTRUCTION OR TREES OR SHRUBS SHALL BE PLACED ON EASEMENTS. CERTIFICATE OF SURVEYOR STATE OF FLORIDA COUNTY OF INDIAN RIVER COUNTY ]KNOW ALL MEN BY THESE PRESENTS, THAT THE UNDERSIGNED BEING A LICENSED AND REGISTERED LAND SURVEYOR, DOES HEREBY CERTIFY THAT ON J U N E 17, 19 96 , COMPLETED THE SURVEY OF THE LANDS AS SHOWN IN THE FOREGOING PLAT; THAT THE PLAT IS A TRUE AND CORRECT REPRESENTATION OF THE LANDS SURVEYED; THAT THE SURVEY WAS MADE UNDER MY DIRECTION AND SUPERVISION; THAT THE SURVEY DATA COMPLIES WITH ALL THE REQUIREMENTS OF CHAPTER 177, FLORIDA STATUTES; AND THAT THE LAND IS LOCATED IN INDIAN RIVER COUNTY, FLOR I DA; THAT THE PLAT COMPLIES WITH CITY OF SEBASTIAN LAND DEVELOPEMENT CODE AND THAT THE PERMANENT REFERENCE MONUMENTS AND PERMANENT CONTROL POINTS HAVE BEEN SET. �aqo-�� JA ES A. FOWLER,RS.M. REGISTRATION NO. 3435 STATE OF FLORIDA PREPARED ON: M a Y 17, 19 9 6 REVISED ON. J U N E �l 0, 19,9rw. *. INSTRUMENT PREPARED BY: JUNE.�ka,;f$*^ JAMES A. FOWLER, P. S. M . 929 -7TH AVENUE #,,.,,4 `x •r'. VERO BEAM FLORIDA 32960 r , b + • 1 w * ;,f, ,j 1%oo"I'AITY OF SEBASTIANFLORIDA i •° ,;' Elm 104 aA _qn!p_l PH I 1 13 V A=354.64' R=225.00D=90'18'30' R=225.00' A=313.46' D=79'49'17" W , _z co z 11 Lu v N w R=25.00' A-14.02' S.00'33'00'E. 122.27' D=32'09'14' R=225.00' Q, R=50.00' A=35.83' lPRM D . 09007'29' �� D=59'10'45' W ca a x 114.65' R= 225.90 A= 5.35 D =01*21'44" m R=25.00' A=4.66' D=10'40'46' 114�- ® o N 10.371g.W_ 162 74. co04 R=50.00' ~ A=110.55'a: 1�.1fi e IL D=126'40'54' R=25.00' UJ R=50.00' D=42'50'00' .h 00 04'00'E. 143.42' p A=69.40' y pcti Dffi79031'56 t� M �s Q J cr V ) Lu W ®Z o "' 9 0 ®m Z vWi N.00'04'00"W. 218.43' 0 �o cv PRM N rr. 3 8 Z6tp m M ,ri O io R=50.00' °' A=0.24' co C6 D=00'16*26' 121.33' 5:08'35'S3.E' HARBOR WATERWAY SEBASTIAN HIGHLANDS UNIT 16, PLAT BOOK B,PAG£ 45 NORTH 901.16' 120.00' 120.00' 120.00' 20' DRAINAGE a LTILITY EASEMENT SECTION LINE PRM 120.00' 120.00' 33.00, 33.51' R 53 0.00' A=177.16' Ity w w D=29'00'0(' co 20 O O 130 co 14 N 15 ;co 16 aw 17 d Ma m 18 N N W N LIJ N W 120.00' 117.23' 7 120.00' A=267.61' R=350.00' D=43'48'30' S p`b oQ T� �O NLu49. �� 4p • PRM Z R=350.00' po A=10.26' D=01'40'45' �s> 19 . SOY yh R=25.00 R=240.00' p�O co' PRM 120.00' 120.00' 120.00' A=26.15' A=18.22' 2 120.00' S.r D=59'55'19'D=04'20'58' eyh ;ham ?sS rr W & N K LOCATION MAP NOT TO SCALE _ _HARBOR POINT DR IV/w) '�3'6�° A=49.7T _R °�' A=73.75' R=50.00' D=84.30'30' fllllV P� a ,moo ?OS NORTH 596.31' o\` 71.03' 4/ ''O•� D=02'51'58' S r •p2 r r R=160.00' q�iq PRM 120.00' 12a A=15.93' .0.00112.57NORTH 119.80' D=05'42'15'22 io �' '� r rs 02' �' / ?9• 20'DRAINAGE 8 UTILITY o� a I 20' DRAINAGE b UTILITY EASEMENT R=160.00' . cc c 7 7�SE�MENT A=60.42 R 995.00' Coll °;�QP R=25.00' !0 .ND=21'38'10' A=42.36' R D=97005'15' M �O o? ® �N coOOD ,•l09 fD r 2 3 3 o C) 23 p ^ `lb o 3 c R=995.00' b L" 4 3 �. _ N 23• A-103.49' N 6 168,29 �.i.� 3ySp. D=05'57'33' c TRACT A STORMWATER MANAGEMENT TRACT 1.95 ACRES 818.04' cn - w N co N.00.04'00'W. 120.00' 120,00' 120.0o v� co 20' DRAINAGE lli UTILITY EASEMENT CD �R r R=�S �' vP ,wx allo 24 A=69.95' D=04'01'40' 4b Lu IPRM 40 40' N.89042'34'E. 34.70' 120.00' 150.95' 80 8' 158.17' N.00'04'00'W. 1327.79' r PRM UNPLATTED OWNER -HENRY A. FISCHER BEARINGS SHOWN ON THIS PLAT ARE BASED ON THE PLAT OF SEBASTIAN HIGHLANDS UNIT 16-THE WEST LINE=N.00'04'00'W. OWNER:H.D.ADAMS ENTERPRISES, INC. P.O. BOX 1047 SEBASTIAN. FLORIDA 32958 589-0790 THERE IS A 7.5'WIDE UTILITY EASEMENT ON ALL SIDE LOT LINES,EXCEPT AS NOTED. THERE IS A 10' WIDE UTILITY EASEMENT ON THE FRONT(ROAD RIW) OF ALL LOTS. SCALE:1'=60' 0 60 120 ISO 2 3 y®m cc W o co W y UNPLATTED ti 0) O 4 K (_. W V � F•�wgita QL co4� aM PREPARED BY:JAMES A. FOWLER.P.S.M. 929 7TH AVENUE VERO BEACH,FLORIDA 32960 IWON' 1 REV/SELF JueV 101 /199& NOVEMBER 14.1995 i i i - SECTION 13, TOWNSHIP 31-S, RANGE CITY OF SEBASTIAN NDIAN RIVER COUNTY, 1995 a FLORIDA MOSBY AND ASSOCIATES, INC. DAMES A. FOWLER, P.S.M 929 7TH AVENUE VERO BEACH, FLORIDA 32960 (407) 562-4744 38-E-- REVISED PER S,J.R,W.M.D (I2-20--95) AND PER CITY OF SEBASTIAN (t-10-0l1 1k 1- t 4-98) ENGINEER'S PROJECT No. 95-356 SHEET 1 OP 5 b 32 - 30 28 - 26 - 24 - 22 JLRISDicnOINAL STAKLNG REA LINE CHART PROFIL ALL OF TRACT "A% LOTS 1 THROUGH 16 OF BLOCK 510 AND LOTS 1 THROUGH 21 OF BLOCK 512 AND ALL RIGHTS --OF WAY BETWEEN SAID LOTS AND BLOCKS AS SHOWN ON PLAT OF SEBASTIAN HIGHLANDS, UNIT 16, AS RECORDED IN PLAT BOOK 8, PAGES 45, 45--A THROUGH 45--J, PUBLIC RECORDS OF INDIAN RIVER COUNTY, FLORIDA. SAID LANDS SITUATE, LYING AND BEING IN THE CITY OF SEBASTIAN, INDIAN RIVER COUNTY, FLORIDA, CONTAINING 18.72 ACRES, MORE OR LESS. SUMEY NOTES 1, ELEVATIONS SHOWN REFER TO N.G,V.D 1929. - 2. BEARINGS BASED ON PLAT OF SEBASTIAN HIGHLANDS UNIT 16. w CD 1 I 20 20 !+'-11 5 52"52' 34.6" W ' ia. PROPOSED GRADE ELEV 22.5 F-12 S 1>3 " 52.5 W 34;�9` F-13 3. BENCI�MARK: P.K. NAtL iN CENTERLINE OF CUL--OE-SAC. ELEVATION 23.94 � F-13 S 23" $4, 20.2" E 39.525, F-14 4. SURVEY PERFORMED BY JAMES A. FOWLER, LAND SURVEYING CO., DATED S 33" 36' 39.4" F. SEPTEMBER 8, 1995. 34.338 F• 15 SECTION A -A i+-15 S 7t 17' 1 &7" E 33.3�69' F-1b � I F-Ifi 5. ,, 5. SOIL TEST LOCATIONS PERFORMED BY KSM ENGINEERING AND �+ 1"=zai HOR �' - YERt `! +5. ..5 #}1.4,. E 48.t11.. 1"-1 - TESTING, OCTOBER 12, 1995 �C a so In AM - 16,453 SF • 0.379 AC Of" AM - 15,856 Sr . t3,W AC. i { ( IN r . '°1' ) I inch 60 ft J(� rlt ,yb N00'04'00"W , 1327.79'` .._._,fir.._._._ ... �` .fi 89'42'A4"W X 34, 70'x k x x. x A. 46 wr -r--'''� / k X y } ' n / w w ._� - ►, rri -- �� NOTMOUND. 0 ES, - + v a. OAK 1. LAND CLEARING OF THE Silt; G f ^Y + MARCH, T 1996 19' OAK + . ,o +. rn 2.MOUND REMOVAL TO BE COMPLETED co WITHIN THREE (3) .MONTHS i i + + z OAX J .e �s4l' �/ ERATION fi:00 AM TO c 3 TIME OF OP +� - ti�ry� ,e• o,K } + 12" OAK g .. /, ti, 5:00 PM WEEKDAYS 4. NO EXCAVATION 'WILL BE PERFORMED ,• Y / B 2 : BELOW THE WATER TABLE �r FLOW PATH FOR PRE -DEVELOPMENT 5. METHOD OF REMOVAL BY FRONT-END a I ,+� TIME OF CONCENTRATION x - LOADER AND DUMP TRUCKS �uRfsOcn006At 97AKiNG ,-5-3 5-3 � 6. SILT SCREENS ARE REQUIRED To C 3 % v . PREVENT POLLUTION OF SURFACE WATER .� 26' OAK -ly ✓ J rFr-•J i' "11 STOCK PILED MATERIAL TO BE REMOVED 32 30 PROPERTY LINE 28 26 24 -�-..- 22 HARBOR WATERWAY l � A From Direction Length Tw F-1 .4 S1` 4s, 19.3" E 59.354' F-2 F-' N 35`25' 39.3" E 19.163' F-3 N 61 ` 1.4' 09.8" W 31.544' F-4 F-4 N 03` 50' 42.Vl W 22.365' F-5 F-5 N 44` 20' 32.U" W 32.036, F-6 F-6 N 00"42' 25.1 " W r 28.203' F-7 F-2 N 4V' 04' 50.5" W 21.048' F-g N 79' 04' 55.6" w 19.7", F-9 -� S 76 `42' 08.5" W 33.973' F-10 'F-10 S 59`' 23' 26.4" W 25.834' F-11 HARBOR WATERWAY �. • A Cl o -___ - �..----- 0. ac aM o� V Z EARTH STOCK PILE BERM MATERIAL TO ELEV 22.5 TO BE LEVELED AND REMOVED FROM SITE, TOTAL ESTIMATED VOLUME = 14,204' CY SHEET THE REMOVAL OF THIS MATERIAL IS NECESSARY FOR THE CONSTRUCTION OF THE PROJECT, AND IS NOT A COMMERCIAL MINING OPERATION. 2 JUN 0 51996 OF NAACALL LEE; FL P MW 95--356 3-� CC ue t I I Inch - 60 tk � I �i !J r STA. 19+14 CURVE RADIUS LENGTH'TANGENT CHORD BEARING EL.TA C1 225.00 354.64 226.21 319.05 S45`09 15 E 90*18 30 C2 350.00 267.61 140.73 261.14 S2105415 W 43648 30 C3 50.00 73.75 45.4 67.24 N86.03 45 84'30 30 C4 995.00 326.69 164.83 325.23 S61 *05 28 E 18'48 44 C5 2 , 00 35.83 17.95 MAO S85'44 45 E 'O7 29 C6 2 5.00 313.46 188.20 288.72 S41'16 22 E 9'491 C7 25.00 : 35 2.b8 5.35 S00'40 52 E 1 44 C8 350,00 177.16 90.52 175.28 S14'30 03 W 9"00 06 C9 350 00 .19 4-0,27 80.027 35'33 55 W 3'0 39 C10 350.00 10.26 5.13 10.26 S42'58 07 W '40 45 C11 995.00- 49.7 24.89 49.77 N53'0 05 W 02'31 58 C12 99 ,00 103.49751.79 103.44 N57'31 50 W 5'5 33 C13 995.00 103.49 51.79 103.44 N63`29 23 W 5`57 33 C14 995. 69.95 34.99 69.93 N68'29 00 W 04 1 40 C15 160.00 66.42 30.5 60.06 S72'05 E 21' 10 C16 160 00 15.93 7.97 15.92 S58'25 28 E 05`4215 C17 20O.W 95.44 4&64 94.53 S6914 3 E 2 0 25 C18 00.m 35:1 IF 27.77 55.01 S75ro0 29 E 15048 32 C19 200.00 4015 20.19 40.18 S61'2017 E 1 `31 53 C20 240.00 18.22 9.11 18.21 p N5 r44 50 W 04720 58 C21. 25.9Z 26.15 14.41 24.97 N29'539 W 59"3519 cgg 25.Q0 W.67 2.34 4.66 N0516 32 W 10*41, 33 C23 25.00 14.02 7.20 13.84 N16'08 29 21©8 29 C24 50.Q0 51.64 .39 49.38 NOTV NE 59'10 46 C25 50.00 1TOY 55 9 $9.37 S89'41 3o W 1 6'4© 54 ; C26 50.00 69.39 41,60 63.95 S13'24 3 E C27 50. 0 0.25 0.13 0.25 S53'18 33 E 00'1 729w C28 25.00 18.69 9.81 18.26 S32 218E 4249 58 C29 25.00 42.36 8.3 37.47 N48'32 3 E 97'0515 C30 200.00 49.00F 24.62 48.87 N07'01 06 E _ 14'0211 w. C31 200.00 49.00 24.62 48,8 NOT01 06 E 14'0211 C32 200.00 37.08 18.59 37.02 N05'18 39 W 10'3 19 p"Nirfi*1info uj 0) 0 1 z >; p 2 � r W Z " W � .. ca C4 c� V a START CONSTRUCTION - o <Iiwr. ♦ ♦ r r r rii �j����� �11� + ' RFI��r '.'•#� ��EI+1• �7�Ii�711�L"3i��E� i��aQ:%Ii�EII� �;: �IL,'llr f��� ;: ♦ �+ -3• r "1'�lGr7•� F� l�A�'• r ���r� % ��.� +ram + �X��+ �-�.�h'-��7r �• � �j�� +��,• wlFxm , ♦ .i��•IE�°�i�II��IFr3� �!fLr11�1�"I♦i�F�>I r � ��.ia%!: � .11�x:� ''r !4 'r:�.. cam" .�r+. � •: OLVA m m llinl 4AW •&ice%l t�� �� �i�•3Nii�J�! - ���+.7�17F.�ii�.7l�3E��r�F��IFI•��f•��1r]�IiF��x'� I`t �• l$ii7F_ 'F �JfF3�� ry�gr:1�■.iJ[r'€i .. �r 711�11C,7 �7Ri•� '+� ■�T3Qi��.7Fr7i�JY•7/Ed li�rl►3C.]� `i[����t���F.1i���� ���1��7 �i���i,�� -- i�I�it3F .♦i mpsmiFIX+ E��FX�Fii�iC� - � �Ii�71��x�E�d�T1y1��Q A .T�EiF� �7t:'.� r�I�� ��Y " r _ . �+ , .. E'+�"• ]F�'at���X�/I�I�Ei � tF� -:- •ice . .- Soo I,.. �� I _�Beveied Or Round Corners h a Concrete Stan. 3' Or 5f° Thick.O� Reinforced With WWF 6x6-Wi.4xWl,4 TOP VIEW -SINGLE PIPE Uene'or ,yo QS Se e 'Yos Deepen Around Outsij'j Edge Of Pipe For 5j Saab. of Concrete I � Pipe �'I 1 No P'pe Joint Permitted I I unless Approved By the Engineer Paid For 4a Pipe CUWerr{ F !Pipe To Be lnduded Under Unit Price For Mitered End ` SECTION SINGLE AND MULTIPLE ROUND CONCRETI F PIPE e� Side Ditch Grode - Kati' L 5' Sod .I r *Siope: 4d M.*ter: To (PtpDe For Pipes i8' And Smaller. 1 2,1 For Pipes 24• And Larger. f2.1 Miter: To ( Pipe 'a, Pipes 18' And Smoker. L•t Per Pipes 24" And Larger. STA. 19+14, START CONSTRUCTION SAW CUT EXISTING PAVEMENT AND MATCH EXISTING PAVEMENT ELEVATION AND CROSS SLOPE _---CONSTRUCT 104 LF 18 CURB & GUTTER D (END ® PROPERTY LINE) p PERMITS REQUIRED 1. ST. JOHNS RIVER WATER MANAGEMENT DISTRICT a. ENVIRONMENTAL RESOURCE PERMIT 2. CITY OF SEBASTIAN a. PRELIMINARY PLAT APPROVAL b. FINAL PLAT APPROVAL SITE DATA 1. ZONING: RS-10 2. LAND USE: RESIDENTIAL 3. FLOOD ZONE: SITE LIES WITHIN FLOOD ZONE "X" PER FEMA FIRM PANEL 78 OF 169, INDIAN RIVER COUNTY, FLORIDA, DATED MAY 4, 1989. 4. TOTAL SITE AREA: 18.72 ACRES 5. PROPOSED IMPERVIOUS AREA.: o. ROADWAYS - 41300 SF b. BUILDINGS - 23 x 3,500 SF/LOT = $0,500 SF c. DRIVES/WALKS/PADS - 23 x 3,000 SF/LOT 69,000 SF d. TOTAL IMPERVIOUS AREA (EXCLUDING LAKE) = 190,800 SF 4.83 AC = 23.4`0 e. LAKE AREA 39,490 SF = 0.91 AC = 4.8% f. TOTAL IMPERVIOUS AREA (INCLUDING LAKE) = 230,290 SF = 5.29 AC = 28.2`a g. TOTAL PERVIOUS AREA = 585,153 SF - 13.43 AC - 71.8% L ) - -- -FLARED GUTTER ENDS \ S 5 PER FDOT INDEX 300 N00°04 00 W 22 S89°42'34"W _ ( 22 FDOT INDEX 272 34.70' --/� }---------------- 9 2 2W 8. 1 MITERED END SECTION , - s I I LOT 24 5 -E.- Of Curb I:; j E, e Of Pavt. Edge Of Pavt. r PLAIV PLAN Y Trans. 'aA Of Curb Trans. Top Of Curb -- Gutter Gutter PROFILE PROFILE t=LARED END STRAiGNT END CUR8 AND GOTTEP TYPES E & F FDOT INDEX 300 FLARED CURB ENDING . {EMOVE CURB ROCK BASE & ASPHALT i EXISTING TYPE 'E' CONC CURB AND CUTTER TD BE REMOVED of �/ PROPOSED 8' , I AlBIKE PATH - ' 1 EXISTING CUL-DE-SAC TO BE REMOVED, RIGHT- I OF -WAY TO BE REGRADED I I AND SODDED TO MATCH I ( �� + EXISTING CONTOURS D I t �I CONSTRUCT 106 LF I 18" CURB & GUTTER (END ® PROPERTY INE / 0.55 es- i LOT t 242 LF OF SWALE t ®0.81 0.51 acres I t 247 LF SWALE h a 0.83% 2 .5 f � -22 C4 / 47 LF-14"x 2" -€ 4u�tvt�TERE $ ENDS PER FDOT INDEX 272 S. INV. 20.65 .7 IN. INV. = 20.55 p �ram' �` t + 4 20.52 I( 14 LOT 4 I J 1 n ' G v CONST 4' WIDE i 1 T 0.82 acres (' 0.5t acres O 51 acres LO 0.55 acres SIDEWALK 4" THK 24" WIDE WHITE &W/6x6 1.4x1.4 WWF y % / Pc s 22-+6a 92 BAR W/ 30`' R1-1 i TYPE „D„ (STOP) SIGN I I I DITCH BOTTOMp r jJ III INLET n GATE EL - 19.65= LOT 22 a°� -a- `�••�•.,, ", i+ 553 LF SWALE E INV. _ 17.05 1 / s p UTILITY NOTES 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CONTROL OF EROSION, SEDIMENTATION AND DISCHARGE OF TURBID WATER DURING CONSTRUCTION. 2. MEASURES SHOWN ON THE PLAN FOR CONTROL OF EROSION, SEDIMENTATION AND TURBIDITY ARE TO BE CONSIDERED THE MINIMUM REQUIRED. ADDITIONAL MEASURES SHALL BE EMPLOYED AS REQUIRED TO COMPLY WITH STATE AND LOCAL STANDARDS, 3. EROSION, SEDIMENTATION AND TURBIDITY CONTROL MEASURES SHALL BE INSPECTED AFTER EACH RAINFALL, DAMAGED OR FAILING MEASURES SHALL BE REPAIRED OR REPLACED IMMEDIATELY. 4. THE POND SHALL BE EXCAVATED IN -THE -WET. 5. IF TEMPORARY DEWATERING IS REQUIRED FOR CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY ST. JOHNS RIVER WATER MANAGEMENT DISTRICT AND OBTAIN ANY REQUIRED PERMITS. 6. ALL POND AND SWALE SIDE SLOPES SHALL BE SODDED WITHIN 5 DAYS OF FINAL GRADING. ALL OTHER DISTURBED AREAS SHALL BE SODDED OR SEEDED AND MULCHED WITHIN 10 DAYS OF FINAL GRADING, LUTILITY NOTES 1. EACH LOT SHALLL HAVE ITS OWN POTABLE WATER WELL AND SEPTIC TANK WITH DRAINFIELD. 2. POWER SHALL BE PROVIDED BY FLORIDA POWER AND LIGHT. 3. TELEPHONE SERVICE SHALL BE PROVIDED BY SOUTHERN BELL. 4, CABLE TELEVISION SHALL BE PROVIDED BY FALCON CABLE. 5. THE CONTRACTOR SHALL COORDINATE WITH ALL APPLICABLE UTILITY COMPANIES PRIOR TO COMMENCEMENT OF CONSTRUCTION. -1 1 U I- U r vv H I t. rC = 10. 10 1 CONTROL STRUCTURE SILT FENCE (FENCE MOD. TYPE "D" INLET AS -BUILT GRATE EL = 19.50 19,58 SHOWN AROUND LOTS NOT REQUIRED UNTIL B N. INV. - 15.00 114.611 LOTS WILL BE GRADED) --�� 2.75" ORIFICE INV. - 18.11 �� (SEE DETAIL SHT, 5 of 5) 1327.79' 21.8 1.7 18 / 50 LF 24" RCP 16 \ 12 12 i INVERT = 14.50 ' -INVERT = 15.2012 16 1 J' 2 INSTALL TURBIDITY CURTAIN 18 DURING OUTFALL CONSTRUCTION 2 .0 00 -- - - - - -- - --, C B o LOT 9 I 0.71 acres i I M I I I I I I LOT LOT LOTS 0.52 acres 1 0.52 acres 0.51 acres I 1 , 1 I I I { -J I -- -- "+ (3) 230 LF 36" RCP � � � ------------� � °° f 0 0.20% ? i '' +c 475 LF SWALE i Crt Qi 0,.2% INV. - 5.6515.E 0.54 acres 1 +00 � � ? W. 1 -� - - H - -R --B 0-R F- 0 f-N T- D-R- '-i,� �' o. - _ �, �:' 3 58LOT ace 1 R•1w 9+00 - 0.5$ acres 3+00- -*--- 4+00 5r00 c, 7+00 8+00 1 + ✓ �35' �� 221 LF OF SWALE e 1 D 599 LF 0 0.20% 1' 408 LF 0.30% �. �1 ' ® 0, 437 ("j " a `"' �'� a-212' J_ C 3 ;� _ - + 1 _J/ I � I __ 2 e P i \ t, I '` 1 I I I i � 1 T ti LSTA. 23+18.10 746 LF of SWALE « 44 LF 19"x 30" ERCP 0.52 arree / e<e f ®D.30iOF SWALE `� - STA 0+0a ®0.21% ; t I I TYPE „D" 0 0.23%p - ° DITCH BOTTOM------ /v ® I t t I - - ---------- o�. T 19 I I I I I► I 1 INSET Syr° -rt I- / C. 50 acres 1 � I I 1 1 GRATE EL = 19.65 1 .6 I ! W. INV. - 17.15 1 I 1 I p 1 1 I moo, 1l I ' I T 1p j , �T 1 T I OTT 12 T 11 LOT 18 LOT 1 LOT .5 L0, 14 LOT 1.3 0.69 acres 165 arras c r 0.68 acres 0.84' acres S 0.65 acres 0.65 acres 0.65 acres 0.65 acres 6'.3• \ � � I � \� � 1 I I ! I I ! 1 1 i t I I I i ;' �/ -y ' I I I I I � � r -•' EXISTING CUL-DE-SAC MAINTAIN 24' EXIST ASPHALT CUL-DE--SA SAW -CUT ASPHALT MATCH NEW CURB TO EXISTING PAVEMENT REMOVE URB RIOCK BASE & ASPH ELT �-MAINTAIN EXISTING ROADWAY BASE AND ASPHALT SECTION D-D r)T I �• .c11 acres I I I 1 C �►----__.. __-.-.__--._--J �. ._--.s L------------------.- ------------------- _ .�� �- ..�,-. C2 - CONST SILT FENCE S00°00'00"E 1 901.16' (TYP) EXISTING TYPE 'E' CONC CURB AND GUTTER TO BE REMOVED CONST SILT FENCE (TYP) H A R B O R W A T E R W A Y M 1 W L E 19.57 ISO 0 BO 120 ( IN FEET ) 1 inch = 60 ft. X, REGRADE LOT AREAS TO r' t SLOPE TOWARD ROADWAY \ _EXISTING BERM TO BE REMOVED SECTION C-C N TS 1 EXISTING SLOPE TO BE REGRADED AND SODDED --NO WORK TO BE DONE BELOW WATER LINE O /I. -WATER ELEVATION EXIS"lNG CANAL LEGEND AS -BUILT INFORMATION DATE __ `� ® 440 ac(�`' V�1 'JUN 4 199E CERTIFICATION I DO HEREBY CERTIFY, THAT THE INFORMATION REPRESENTED HEREON IS A TRUE AND CORRECT REPRESENTATION OF THE COMPLETED CONSTRUCTION ON THE DATE OF THE FIELD SURVEY PERFORMED JUNE 12, 1966. JAMES A. FOWLER, P.L.S. RANDALL LEE MOSBY, P.E �iAlf / I ---- R4AVALL LEE MOMY FL PE #22326 CID U0 fn - -j II I! 0) 0� IU- w Z_I:- I I�f � !il�8l T Z W W a W W N OQO0 I, U. z tf� `y V C U N m G QIM m O Q Z Q Q 0 /� 1 Z J � Q V)0 O� cn © w uj +Y Z Z a Z SHEET 4 OF 5 195-357 3-� E It10' I *ff- W 0' L 14' 4' Awoow #t#' „ >eMNIL� TNNKE , NOTE: FULLY SOD ALL SIDE 6' WIDE CONC Awte SLOPES AND TOP OF BANK SOEr:ALIc sD' 110 W 6x6 1.40.4 1Q' EXISTING ASPHALT ROADWAY „ sw MAINTENANCE ROAD, s ..rM�c r �„,,, • �12" COMPACTED SUBGRADE 22 WIDTH 16' 8' 21 21' 8, f$' MIN. LBR 40, EXISTING ASPHALT PAVEMENT 95% MAX. DENSITY EXISTING MIAMI EXISTING MIAMI � ob (ASTM D-B98) CURB & GUTTER EXISTING 8" LIMEROCK BASE oPPED WiTH SOD CURB & GUTTERAW w 4 ELEV, 22.0 ri.aa nv AIr PIL 16-10 up 00 M �! aA tD NORMAL WATER SURFAC ELEV, 18.0 V.1 o i EXISTING STA6ILIZED SUBGRADE W ROADWAY � � z ^ j 8 = tm FLEMMING STREET EXT m 3: 1 �D rn (0 EL V, 16.0 3 3:1 SLOPE MAX. M - AA TM � '''`� TO EXIST. GRADE OFr-WE ROADWAY SECTM M�1 0 o ct Z, d I1 N.T.S. �0' IMfiR-aF-�►Y ` >� l�iLt Lu BOTTOM ELEV. .9.0 1--14t TYPE S -1 ASPHALTIC CONCRETE txou�i�Tow" SECTiON. A -A 4 -« ,,ems -*It CONSTRUCT 6" COQUINA OR if LIME ROCK BASE COMPACTED z TO 98% MAX. DRY DENSITY � PER AASHTO T-180 METHOD, 11I, NOTE: FULLY SOD ALL SiDE SLOPES AND TOP OF BANK 14= 92' � affiww� I" Ile � �i low C 10 r- MAINTENANCE ROAD, - i 12" COMPACTED SUBGRADE 16' 8' f2' 12' s'Y f��{✓.r I t6' MIN. LBR 40, TION 95% MAX. DENSITY (ASTM D-698) ,� p f TOPPED WITH SOD 10' ' ELEV. 22.0 1 1. ROADWAY x ,.. - sraBlD..lz>�� su�cr�w� MIN, DEPTH L�, O � ; , . �, NORMAL WATER OF Er COMPACTED to TO 98lL MAX.:DRY 14 p , SURFACEELEV. 18.0 GENERAL ALL REINFORCiNG STEEL 'TO BE ASTM A 61'�-12 1tADE 40, #_40,000 DENSITY PER AASHTO T--180 -METHOD,EU:SHALL BE HANDLED AND PLACED IN ACCORDANICE Wt M ACI 31>D�-T' 1. V. MIN. FBV 50 psi- IT IS INTENDED °THAT THE FLORiDA DEPARTMENT OF TRANSPORTATION1 "STANDARD eV 6 5PECiFlCATiONS FOR ROAD AND BRIDGE CONSTRUCTiONT' DATED 19t3fi BE USED WHERE PRECAST CONCflfTE MANINOLES AND STORM INLETS MAY USED UPON THE ENGINEER'S1. � ENV. 16,0._ 1 APPLICABLE FOR VARIOUS WORK. AND THAT MMERE SUCH WORDING THEREIN REFERS TO THE APPR01�At. OF TNIE MMiUFACT'L1RER"S 5Ni0P DkAWtNGS. , 3:1 SLOPE MAX. STATE OF FLORIDA AND ITS DEPARTMENT OF TRANSPORTATiON AND PERSONNEL, SUCH WORDING 3 FLEXIBLE I'AVENIENT SECTM IS INTENDED TO BE REPLACED WITH THAT WORDING WHICH WOULD PROVIDE PROPER STORM SCR CpHSTRUCTIOk-SMALL BE .IN ACCORDANCE WITH SECTION 430 AND RELATED TO EXIST. GRADE 1 w.r.s. TERMINOLOGY. THERE$Y MAKING SUCH 'STANDARD SPECiFiCAT1ON5 FOR ROAD MlO BRIDGE SECTIONS OF THE g'1'AI�RC'f SPECIFICATIONS OF THE FLARiDA DEPARTMENT Of r CONSTRUCTION" AS THE "STANDARD SPECIFICATIONS" FOR THiS PROJECT, TRANISPORTATI k IF WITHIN 71iAT ,PARTICULAR , SECTtt A1i071#ER SECTION, ARTICLE OR PARAGRAPH IS Ci+�, N�"i>i�i�"i` REFERRED TO, iT 9 NI K A PART OF THE STANDARD SPECIFICATIONS ALSO. ; UNLESS OTHERWISE SPECIFIED OR INDICATI_D, ALL CONCRETE SHALL HAVE A MtNR4L!#A ALL WORK SHALL BE IN A WORKMANLIKE MANNER AND 94ALL CONFORM WITH AL, ' APPLICABLE COMPREHENSIVE STRENGTH,AT 28 DAYS OF 3000 PSI. ALL WORK 94ALL COMPLY WITH 111E CITY, COUNTY. STATE AND FEDERAL REGULATIONS AND/OR CODES. THE CONTRACTOR SHALL CLIRREW EDITIOM OF TME-AMERIOAN CONCRETE INSTITUTE (ACT OUIr,DING CODE AN D, Ti BOTTOM ELEV. 12.0 ALSO BE RESPONSIBLE FOR OBTAINING ALL PERMITS AND LICENSES REQUIRED TO BEGS "APPLICABLE COM HAVING JUMSDICTION IN THE AREJ► WORK.: Ct Lv"T P l THE CONTRACTOR 94ALL GIVE THE ENGINEER 24 HOURS NOTICE PRIOR TO REOUESTtNG REY TIRED INSPECTIONS AND SMALL SUPPLY ALL EQUIPMENT NECESSARY TO PROPERLY EST RIEINFORCQ3 CO!NCII }iiC:P j S TALL 1K ,ACCC5P IANICE WITM ; S +CTiONi 441 OF THE SECT)QN, B B _ INSPECT THE STANDARD - APOINT-- /UdD) E COMPLETED WG)FTIC _ SPEC''IP'ICA�. HAR80 DRIVE THE CONTRACTOR � GUAiMNTEE ALL WORK AW MATERAAI S FOR A POWO OF ONE YEAR FROM THE DATE OF PROJECT ACCEPTANCE, , � W WHICH ALL FAULTY' 0D*STMl X-l1ON,, OR MATERIALS S►t+�tl � 't.�R�GT"ED AT THE CbNTttAaCTC3R`S I77tPE1�S6. � ., .... .:.� ALL STORM INLETS SfiAt.l K p'RE�CAST htE*If'C}RCED CdNtt�tETE iN ACCORDANCE ..,>.'�' .. - ,,. - DETAILS SHOWN HEREIN THE CT DETAILS TYKE PORTlA CEMENT *j* L� ._! .. , , PROJECT ND SkALL._ !B USA • . .. Gi�tAOMfG _ �. IN CONCRETE iiN?C. Ct�Rt"tE SWtiL. HAVE A MINIMUM COMPTtEHEFiStVE STRENGTH AT' ?.Il L�+IY�S I (, ..4OF : #OOfa . PSI. , . THE CONTRACTOR P _ Pa NG N C 0 _..., _. ,...r E CONTRAC O SHALT. PERFORM ALL D E ESSAA'f ACHIEVE '11� QED PLAN .INCLUDING +e, .. v < ..;. it ..•#c.Y+ '•-:s :. $+k. -. -'.: .. ,,... �F , • _ '`.. G tN 1 TYPICAL .., RIDES CIUD NG iCAL I - ..: m;.., ALL WORK SHAM. � ACCOROdWCtG WITH. +5L"Oi10 24 t)F" ST'IUI?GiARO Si�CtFtCATtQNtS. CG.'rNt#'RI�TOit 4 VIES-'WWCH SMALL K TED BY THE CON1WTOR JAY, 1 IN i y I STAKING TIC FIELD'WNICH 00 FER I ** THE CON TI!WT DRAWTNiGeS:. RECOf>�I' �G3 SMALL c;E0T1 ATILE SILT SCREEN WOODEN STAKES 1 /Yx 1"x 4' MIN I I `- !' 1 1 WIXUDE,, BUT NOT i;1NX'L'ED TO. IINVE`R'I' AM TOP, ELEVATIONS OF': CULV 5, L" OW STAPLE TO STAKES WiTH MIN. 1' OVERLAP AT ALL O 10' O.C. tTc AT ALL SEAMS i I C STAN'iNG, WILL P1tTIFDRM+O T1if CCMIRACTOR, FTES: COI�IRACiOR SMALL SLIBAtT C£>irIPI.ETE 14N1 F4►it1.' TO SEAMS i ( * I E UPOIt COMPLETM OF MOJECT AND PRIOR TO WSPT~"ft AND FNMA{. 15' EASEMENT--._..r, I 15 EASEMENT STABILIZlN� PAYwiEW., TYP TYPICAL I Y ( > i I I I (TyP) H ST ED SUS SHALT. BE CONSTRUCTED TO THE FLORIDA BEARING VALUE AS PER -PLAN MI. lCTiC�N HOUSE I I I I FOR :TIME DEPTH AND LIMITS SHOWN ON THE PLAN, AND IN ACCORDANCE WITH SECTION iSO CONSTRUCTION AREA 3 I I MIN FF = 22.5Q ( { OF THE STANDARD smcwwtONS. C%t*x1 7N 04SF+ECTtON1 CF CIGT 9RftttS i ! r I I NOTE: LOTS ABUTTING CANAL I I i I (1 C STABILIZATION AL. STABILIZED AREAS SMALL BE COMPACTED TO AT LF i` 981E TWE Domem 8E NOTIFIED - OF. I I S MUST -DRAIN . TO FTTHE MMXWJM DENSITY AS DETERMINED BY AASHO T-• 180. A. PRIOR TO ANY MA%M OtM FROM THE APPROVED PLANS., I STEEL GRATE eACKFILL TRENCH I `1 ROADWAY AT FRONT W/CLEAN SAND ! I OF LOT, BASE COURSE a. PRIOR TO tt ANtY PMPE T14ENG6. CD I OVER SILT SCREEN ELEV. 19.60 ( ( I THE BASE SMALL BE CONSTRUCTED OF EITHER UNFROCK Oft, -MATERIAL. iN ACCORDANCE WiTH C. UPON .' OIN 5i1WRADE �G ANO N. ' i 1 i ( SECTION 911 OR CEMENTED COQUINA SWELL MATERIAL IN ACCORDANCE WITH SECTION 915 OF • THE STANDARD SPECIFICATIONS. D. UPON N0 or SPREADING OF ROCK BASE' MAtE1RAL , iI N IIII uMiEROCK BASE SHALL'BE CONSTRUCTED IN ACCORDANCE wiTW SECTION 204 AND CEMENTED E. : ,.. UPt�+I ' COMPLETK�i OF G1� AND CC�APAG"TIONt � ' MIA'tERtAty AND PRIOR -TO • 2.75" DIAMETER ORIFICE ' I CANAL COQU NA SHELL BASE SMALL BE CONSTRUCTED, IN ACCORDANCE WITH SECTION 250 OF THE PFtIMH+ICi. (jJ `* INV, - 18.00 STANDARD SPECIFICATIONS. THE CONTRACTOR SMALL PROVIDE. ROCK PIT CERTIFICATION FOR' II pll� MiN TOB EL= ,5 Z2 CEMENTED COQUINA SHELL MATERIAL. BASE SMALL BE COMPACTED TO AT LEAST 9t X OF THE F. WAM1UY- PRIOR TO AND UtstiNl ' APPL4ATION .81' A.C.S.C. Q 4" x e MIN �IIH III MAXIMUM DENSITY AS DETERMiNED BY AASMO T+ 180. BASE SMALL IE APPROVED PRIOR TO �. 4" PVC ELBOW TRENCH PRIME COAT. G. UPON OF CONSTRUCTION... �? TYPICAL LOT GRADING 2i»�RCP INV. 15.DO ,- -.�. PItI#AE AND TACK COAT ABUTTING CANAL l�TANDAI�iD SING ERWO NOTES ... ' �• PRIMA AND TACK COATS FOR THE E COURSE SHALL BE IN ACCORDANiCE WiTH SECTION! 3 �',,.� INLET BOTTOM L 1.4-g NITS � OF THE STANDARD SPECIFICATIONS. GENERAL t . NOTE: ALL FIN FL ELEV TO BE VERIFIED BY ASPHALTIC CONCRETE SURFACE COURSE (A.C.S.C.) 1. THE RE OF THE I RIVER COUNTY UTI�.iCI� STANDARD HRS SEPTIC TANK SPECIF"TIONS AND STANDARD 'DETAILS SHALL GOVERN ALL UTILITIES WM. PERMIT TYPE 11 ACSC SHALL L BE CONSTRUCTED FOR THE DEPTH AND uMt't'$ SHOWN ON THE PLAN, IN WHERE A' CONFLICT EXISTS IN THE REQUIREMENTS OF A REFERENCED MATERIAL. OR ACCORDANCE SECTIONS 320, 330 AND 33 0 THE STANDARD SPECIFICATIONS. INSTALLAt" STANDARD, THE ftL0 KMENTS OF N L RIVER COUNTY UytMES , SMALL, PREVAIL WHERE THE OF A STATE OR LOCAL AGENCY HAVING SILT FENCE DETAIL PO NIA TESTING JURISDICTION ARE; . MORE..STR#4G tNT, , THOSE RED�CAREMENTS SMAi.I. PREVAIL. ' NTs THE CONTRAG,'" SHALL RETAIN 'NHL" SERVICES. OF AN APPROVED INDEPENDEW TE"STIN G. 2. 1 Cdti'Ift1�l~fOR' SHAL,t. `MILVE. A�L.IE AT `T1 L AM1'fE, At ALL TIMES, ONE I I i i LABORATORY TO CONDUCT ALL REt3UtRED TESTS ON SUT3ORADE, BASE AND SURFACE COURSE COPY of wom RIVER COUNTY UTILITIES STANDARD SPEC11FICATIONS AND STANDARD I i i ( MATERIALS, 'TEST RESULTS ' MUST BE SUOMMED PMt1OR TO ANY REQUEST FOR PAYMENT ON DETAILS, ONE COPY -'OF THE CytNIITRA T DOCUMEIMi INCLUDING PLANS. THE ABOVE ITEMS. SPECWXATIONS AND SPWIAL PROVIIS101%. AND CO ',S- OF ANY REf UMD ; CONSTRUCT",PfRMtTr. . �1 " 24" RCP SCl DCJLE FOR TESTING Of THE RCkAfl SHALL AS FCSt LtWPa: I .._ utP_u C�calh _T 3. CONiII ACTM 1 i Iw POO t CWNC ,i CRIa * t1E' -tbMVTt Vft WnV1 F 15' EASEMENT -- -,- F (TYP) I I I , 7: Nb.. P C . i�f! dl"+ETLONiS_ P1ttTItA T!} BE MADE., Wi'TtIOUT , IOR . I NOTE. LOTS ABUTTING POND }-- -, Z L 1 DENSITY TESTS SWILL 9E TAKEN AT MRERVALS OF NOT ' MORE IMIAN '500 FEET D�'AL: QF LI�IEEhI: MAY DRAIN TO O . I I i I OR CLOSER AS MIGHT BE NECESSARY. FRONT OR `REAR. CONSTRUCTION '� *TNt`E!"M"� AN1D`Rt�/I►� i`-t�`WAY$ 0 ` I I I I 4 ALL TESTING SHALL K TAKEN IN A STAGGERED SAMPLE PATTERN FROM A POtN f 12 INCHES " INSIDE THE LEFT EDGE, TO THE CENTERS TO A POINT1.2 iNCHES INSIDE THE RIGHT EDGE 1. OPEfii ,*om Cuft R!� PA16R OVAL C* THE CITY,. COU M, STATE OR ANY 0 V sr i i I1 a 11t I �± OF THE. ITEM. TESTED: OTHER AGENICY WHICH MAY HAVE JURISDICTION.CC � , I , t I I sr PLAN ••• ••• IF ANY TEST INDICATES THAT THE WORK DOES NOT MEET THE SPECIFICATTONIS, THE 2. ALL COI�S"fTRLJCTit)N, MAiTl�AL$ AND tAbRFGMANSF�+, ARE T4., tFl AtxORC11UFCE WITH tY �dt Pre ilk SUBSTANDARD AREA SHALL BE RED OR CORRECTED. AND RETESTED. AT THE CONTRACTOR'S FLORIDA DEPARTMENt OFTRANSPORTATION.SPECIFICATIONS AND STANDARDS: ,� EL q1 size EXPENSE. UNTIL THE PROVISIONS tI• THESE SPECIFICATIONS ARE MEET. 3, ALL AREAS iN EVSTING RoWt_OF-WAYSDMnMEDBy+gNyy,L, . L • ALL PASSING TESTS SMALL BE PAID FOR BY THE OWNER. ALL FAILING TESTS SHALL BE RECEIVE 'ORAss,O SOLID, MULCH Oft SG . d HARBOR POINT DRIVE �'. ..,NS2IE._ . PAM MR BY THE CDNTI4ACCTOR. ,, e► r�F�c �� • �• • 4. aTTtHiT flR HNSF1m1' . RiSiQR`AI'�*• TO at DONE' AS PER t.G'OGJIL Ofl` STATE ti „ ;' 1• INLET SHAL � , � , 0 • THE CONTRACTOR SHALL. FURNISH THE CITY OF SEBASTiAN COPIES OF ALL SOtL PROCTOR NAVPIG JURRSDNCTtONt: - BE AN FOOT MODIFIED TYPE "D" INLET, , .,...... TESTS FOR MATERIAL USED AS. BACKFILL WITHIN ROAD RIGHTS -OFF -WAY, FDOT INDEX 232. S. THE CONTRA"' 044E COMFYPti. WRM ALL O AND Ri'GUU1"1'adlri6 OF' '"4t STATE .. ,�ELAN,rt COUNTY AND CiTY AUTHORITIES REGARDING CLOSING OFT, RESTRICTING THE USE OF CLEAN-UP PUWC STRIEETS OR "Ic"01AYS, -Qt#T-!RQL STRUNCTUR11 DITTAIIII. m QAW TYPE AT TYPICAL LOT GRADING THE CONTRACTOR MUST PROVIDE CLEAN-UP OF EXCESS CONSTRUCTION MATERIAL UPON 6. Tt�/�F`FIC CONTROL ON AL. COUNTY AND STATEt_ iWAY RIGHT-OF-WAYS SMALL mm� NOT TO SCALE ABUTTING POND COMPLETION OF THE PROJECT. THE SITE MUST BE LEFT IN A NEAT, CLEAN, GRADED THE REQUIRDSWS OF THE MMUAL OF, UNIFORM TRAFFIC CONTROL DEVCES (U.S NT5 CONDITION, QOT��tTHE ItEQUIREMENTS OF THE STATE AND ANY. LOCAL AGENCY WAVING JURIIL DRAINAGE SPECIFICATIONS STORMi INLETS AND MANHOLES S%wl BE CONSTRUCTED IN GENERAL ACCORDANCE WiTH SECTION 425 OF THE STANDARD SPECiFICATX)NS OF THE FLORIDA DEPARTMENT OF TRANSPORTATION. , U N ��+ 5 � V OF AL , 3-io 95-35�