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HomeMy WebLinkAbout1999 - (#6) Replacement of Waterway Structure.INDEX OF SHEETS 1. TITLE SHEET 2. SURVEY OF EXISTING CONDITIONS 3. SITE PLAN S-1. PLAN, ELEVATION AND SECTIONS C-3. EROSION CONTROL PLAN - C-4.CROSS SECTIONS REPLACEMENT OF ELKCAM WATERWAY CONTROL STRUCTURE SECTION 25 TOWNSHIP 31 SOUTH RANGE 38 EAST LOCATION MAPS (N.T.S.) M MASTELLER & MOLER, INC. M ti CIVIL ENGINEERS 2205 14" Avenue Ph. (561) 567-5300 We<o Be!,--. Florida 32960 Fax (561) 794-1106 r M' ` 7 JAN 1' EARS H. MASTELLER, P.E. FL #26658 f FD. NAIL z �1)E20.64 x 18.625 .90 1 l x � / x 15.7 " v x17.6 A5.0 x13.52 �. x 16.79 17.2415.2 x18.1 x18.79 x17.9 n.12 SCREENED 21.19 ,� � `ppp / �x 8.44 x 17.22 \ POOL DECK x1.2 WATERWAY i / x,5.88 .. � \ / h� ELKCAM � \ \ \ 0.55 �• 1 /�� �J 100' R/W x14. 0.64 `x 4.84 4 .16.98 x 16.23 \ X 15. FD. IR SET IRC x 17. \ 17.88 / / / / x 18.04 \ SOIL BORING 83 UES / x 4.04 GRAPHIC T� T (� �t r T �t STA. 3+12,.,9,7, ELEVATION AT / // x 3.7 / ISRAI illli rJI�ALP� GROUND=17.5 3� x 5.64 J BASELINE , A ✓ 17.01 20 0 10 20 ao 60 1 7.67 N., / / 500 � WJ x 16.2, 17.01 IN FEET ) �1 / x 16.7 / x 17.86 x .36 x 19.91 19.91 x 17.11 / i / x 7.94 1 inch = 20 ft. 19.85 0 © 9s� I � � 14.1 258 x 5.34 / Op0 /. x 4.64 ' ict6.91 15.91 x16.61 x5.74 i i LEGEND �'✓ 16.71 F 10" 0 x K IRC IRON ROD AND CAP x 17:21 x i6. 7.1 1 rj'�CMK MAGEIO) 6.69 13 7 ,/ / f Q p / �� LB LICENSED BUSINESS .11 7 / � / i \ V. = 14.36' / / / / / 13'SET HUB & TACK NO. NUMBER / / R/W RIGHT OF WAY S x 17.41 x 17.11 x 1 x 17.17 SVS= 13.23' f / / / //� 14.44 STA. 1+00 CM CONCRETE MONUMENT / sa x , // BASELINE »B,� �• �' / / / MEAS. MEASURED ONE STORY >>, x 17.51 x 17.21 21 x 17.27 x 4.9 � / / / / / P.U.D.E. PUBLIC- UTILITY AND DRAINAGE EASEMENT RESIDENCE �, 100 7 6.sa / / / / / �5po / x 16.94 FD. FOUND 17.88. x 17.91 x 17.31 17.31 x 17.27 x 17 �y j / / x 13. / / / O.R.B. OFFICIAL RECORD BOOK 1. x14.3 SET IRC / / P.R.M. PERMANENT REFERENCE MONUMENT 2+4 01 x 1 5' / / 19:59 STA. x n. x ,7.37 x n.27 / f / BASELINE / / / BM P.C.P. PERMANENT BENCHMARK CONTROL POINT / / x n.sa 16.34 F.F. FINISH FLOOR 1 i I x a / / x x 19.74 / ELEV. ELEVATION -'" 7 x17.9 18.21 x 9.31 x17.67 x17.47 i 9 x 5.54 / / E.O.P. EDGE OF PAVEMENT x 7. x 16.84 R RADIUS 17.97 1 a / / x17.3, "18.01 19.71 18. x17.77 x..17. 8 / / // x ,� / � DELTA X1 19. 7 11 7:90 \ / L LENGTH X .07 � / x 17.11 x 17.41 x 19.51 19.97 x .57 x 17.88 x 1. 0 \ BOO STA. STATION 17. x 1 OS x 7.70 / / / / 16. x 16.91 x x 7. 6 16.24 /. x 1 41 x 19.77 19.87 " IR X1 a 12.70 10.10 x 11.24 1 . 8 I V. = 12.07 x S.oa / / / x 16.34 - L GENERAL NOTES: x 16.61 x 16. x 16.51 x .57 x 19.87 19.88 x 42 / � I i-- 14. 4 A 12.1 9.2 I IL BORING 82 U x 1 .6s / oo *THE FIELD SURVEY ESTABLISHMENT OF HORIZONTAL CONTROL THROUGH x 16.41 + �+ x 16.07 x 1 LEVATI t��,Q,AT o 7 IN ? x / x 13. 4 •,5 THE SITE CONFORMS TO THE DICTATES OF THIRD ORDER, CLASS II 0 N - - 19.98 .70 x12.2 a g4 2 / x14.1 PROCEDURES, AS OUTLINED IN THE FEDERAL GEODETIC CONTROL / x 7 0 �/ COMMITTEE'S "CLASSIFICATION, STANDARDS OF, ACCURACY AND GENERAL x 11 x1,151 x 15.21 x 15 1715.00 •8 20.0 Q19.90 // 1 0 13. -�- tt 2 j ! -7 SPECIFICATIONS OF GEODETIC CONTROL SURVEYS, DATED FEBRUARY 1974. ��` 16.34 x 7.51 x a / �j / �c�E�' x 16.64 1 • THE FIELD SURVEY ESTABLISHMENT OF VERTICAL CONTROL THROUGH THE x 15.81 4.91 x 14.41 x 13.77 >y13. / 20.10 \.0 °O\ 3. / 19.00 \ �o.00 x o 1 x 7 x / / / x SITE CONFORMS TO THE DICTATES OF THIRD ORDER PROCEDURES, AS x15.7 11 x13.6 xt x11.6700 x19. OUTLINED IN THE FEDERAL GEODETIC CONTROL COMMITTEE'S "CLASSIFICATION, ,o• x 1a 20.00 12 �\ x 3: � STANDARDS 01= ACCURACY AND GENERAL SPECIFICATIONS OF GEODETIC V - 12.1 5 x 9. 90 93 x � x ts.82 / CONTROL SURVEYS,' DATED FEBRUARY 1974". 1 x t x ,x 7697 7 x x 4 \+( 20.12 1 2 22 I - 93� 4 0.00 *THE LAST DATE OF FIELD WORK: 06-29-95 10.00 - 1 1 2 °° 20. x 19. 11 x 13.50 SILO BORING B1 U S 1.1 x x 8.178,9 7 3 1 0 ELEVATION AT PER THE PLAT OF RECORDSURVEY IS AS FOLLOWS: / *THE BEARING BASE FOR THISOLL x 1 20 1 2 x 1 2 .11 x 71 ROUND=16. 8. 1 x / x 17.34 / x 7. ` 7.07 x 7.58 x .4 x 3.80 x 101 --- 6.4 • NO INSTRUMENTS OF RECORD REFLECTING EASEMENTS, RIGHTS-OF-WAY 1 1 1 s.a x % 1e 31 "17' 1715 `�j �� ( AND\OR OWNERSHIP WERE FURNISHED TO THIS SURVEYOR EXCEPT AS 6.59 6.7 x 19.0 / / x 6.17 BSc 6.88 5.88 5.00 .62 x 13.2 1 ° �� \� / So° x Dc� 19.20 x 1e. x 15 17.94 � SHOWN. NO TITLE OPINION IS EXPRESSED OR IMPLIED. 8.21 / ' I • THE ELEVATIONS AS SHOWN ON THIS SURVEY ARE BASED ON THE EDGE OF WATER - � x ,oe �.88 0t9:�$ 0 / o / 71 16.1 6.43 x 18.55 x 18. I L_ NATIONAL GEODETIC VERTICAL DATUM OF 1929. 18.10 NO. DATE .box 6.36 x .70 *THIS SURVEY DOES NOT CERTIFY TO THE EXISTENCE OR LOCATION OF ANY 6.58 x 6.70 11.2 1 1 x 18.72 �� -- . x 3 � x 1e.13 x 1 .4s AS SHOWN. UTILITIES, UNDERGROUND ENCROACHMENTS OR IMPROVEMENTS- EXCEPT � FOUNDATIONS, S AM K 6.2 x 7. x s. ° A: 3+50 BASELINE "B" *UNLESS °° x 3 x 1•E \ "•23 x 18' STA. 1+00 BASELINE "A" -� •UNLESS A COMPARISON IS SHOWN, PLAT VALUES &MEASURED VALUES ARE THE SAME. \ � t o V x 6.30 )�92 \�r' J 4p/ .11 x 19.05 / 20.17 \ x17.5 Q x 15.7 "'x\ 82 6 x .61 /x / r 10.2 1 0 / STORY / x ss ONE 5.01 s1x 0. 1 5.91 x 18.54 RESIDENCE \i) / 00\ 15 19.86 / x .21 x 3.31 6. t � 1'.8t�r 1498 x 3. 5. 'o D' �i x 6�4 0 (18. 12 O ALL SURVEY DATA 00-TA INED AND PROVIDED BY x 6.65 LER, LER tREED. INC..I .K��AM WATERWAY x s.61 ss iso VERO F_AC+. F_ 32960561-u78� .656 6 5 I 5R/W VARIES .15 /x I I 17.24 DWG# 9840PLN DRAWN PHN SURVEY OF EXISTING CN�t'1'I®i�� -Title to all er..•!+s ePkh ger'P+ copyright - EHM 1 �` O� M Hostetler atee.. -w is vim• 9delyffWt in DESIGNED 0LER INC.REPLACEMOVIENT tpr dastellerproj t. " Thersuwemts are M MAS TELLER & M OF Zc5unnd to Cv aw tidy ' , or this project. &++r sem•+ use orw+ .t these CHECKED EHM _ _ documents a v- se.+.nxtion, asp sale, or other dispos^s M rwe docull 9- es' !•/ anyone - 0 Is expressly rs�l+A! rithoul •ent of DATE 1098 mosteller a Ms k sursuan!as "Federal M CONSULTING ENGINEERS LU � V�J �1_ Copr,9htl.a.- SCALE AS -NOTED JAN_9 SHEET 2 OF 6 DESCRIPTION DR/APP 1623 N U.S. Highway 1, Suite B2 Ft. Okeechobee Road yew ��`� [TFU]MDES 52 Pierce, Florida 32947 •"1 P� p ir Florida ©1998, Ma`-°'irR &4�.►_ER, INC. EARL H. MASTELLER, P.E. FL#26658 DWG N0 9840 Sebastian, Florida 32958 _ f �S + O R Ph. (561) 589-4800 Ph. (561) 466 9200 aF PELICAN CI+ Of Sebastian, R E VI S 10 N Fax (561) 589-2742 Fax (561) 466-9230. 7 NO. DATE Kt51UtN(a 1r2.{sz 4.94-- ,r - ' 6.94 ,v..,.•. 1 -.as X 17.91 �17.3r , t , t I EXTRA THICK a - X ,7.37 X 17.27 ... ' F : y CC OF 175 LONG ' r GA HEET PILE WATER 694 x 'r' , 3 , 28 ~ 19 59 X 1'8:01 i r XX 1�3 RIP RAP - ,� l BELOW G r - T TURF '` �- 7 _ 11VI r -X 17.37 ;; X172 - 7 x,7.9a ,8.2, 1 .37" (SEE SHEET..- 'OF X X9.31 ; X 17.07 �x 17.47 i' i j 1249: f!a : ,f _ le t4' X 17.54 ;` f' x FOR DETAI X,1-64. I~' / X 16-74 � r I / 17,31 4$'1" X5.54 g X 18.01 19.71 ,`1831 17.77 i X 19'.27 X X 17.8 i r{ t f i 1 4 1 r' 1 7.90 54" X 6.8 17.1 7 1 `X18.07 r t r l y / �� ' �~ X 13, X. a ` X 1.51 X 19 97 f �. _- x,7.60 , . ;' t 1: 41: ,0 . SEE SHEET OF ,. x�.a is 7.25. EXISTING E�;f�f EN 1.'`X7.70 _ /. x7 .4, X19.77 Xte.oa x 27.78= , :1 �, -,FOR PROPOSED ..,, --- .08 �'" 19.7 6� ,o, `CONTOURS AND _ % r �.X;5.D4 , --DAM AN� 3) SES ; f, •', ix x16.24 x,6.6, x 76.7, J(1 .51n 'fi7.57 `` is 1 1)8.%' J r'INV. = o% '` ti R0S- 10t,< 5P TECTI ONX;,.24 . x 19s7 1 E t , �' ,. 'i $4z DOWNSTREAM OF X16.34 R EM � � `12 7a4 �e.,2.� � 9. ? f Jf . x16.41 _.. .-...x1 LL�5:94-• X1;68 iF9 r' ,s.o7 x21.57 19.7e lw. 22 NEW 'REPLACEMENT ; �x x,9.sa VA7o j�.,z` 2 WATER L�iNTR L x,3.s4 i X. tti.11 x 51 tg-70. "": `. i 0 f' %X 14.18 X 15.21 - �C,15 , 7 s:. K 7T " 'l i`` 16 a8.... ��' �?4 `r TR U C TU R E �. X 20.0)319.90 Yet •OOr.: `-X 13.8 11; 2' 15.819:88--X' 4 5&, �<, 2 " f r X 3�/�4.91 x 14.4T, 13.77 �c,�i.70 j( .5, r'` ')( 16.34 % %< „X 1 7- <.� 7.44 120.10 r 18. 2. ''F `,xy:3.5 /� _.. t{ o ? P 1 fi.6- r• -- g X,5.71 } - , 14.11 r .....- ..... X"9.1�`B.'35 9. 13.6 4 •, 0 00 �. ' `-, � RIP RA .• x 4 X t-. --- - X`t•3.5A.` � �ti X;:.,� w \ '.,X`(0.5,, .X!.61. !�' '01, '•' - X 1.47 X'1,.67 /' �14 z /'> 'i z 1,7 $2`. r % X-16,4' ,8 00 X _ INV. x _..._.. 2.1 7 r _...: � _ 20 Za 72 . X'.,9.5`Zi�`�'33.�1 } / x t 41 X]::31 '111.97_X61X` .5 s � X�i$.50-.k ` j _ 0. t ;(-9.9011 9:93,1 r � "X `X''3.87 :-.28 ^ Fa or' . 15.3 x 19.82` ; _4.4, �X2o.,2 r ,: r': ' INV -12: 1. = X X.. $ x _ 20.22 '. `. ft.tl,- v. - 12 1 6.'20 _ !.. L/'" z 22.9 r' D.00 f " _.. X X 9,27 X 8.178 98 LX.t \ 19.91 X 1- 8.10.1 .r - f" = 7� `3.75 fi:92`..., -X 20.UN X ~!'A _. r' X X 1, 2(.11 j5. 1 : lam`'... _ 7 '' X 25.30 .yw X 77• �.. l X $' '`x 1 15:38 + .X'. x:32 3.501,5.SQ 1� S 7�' ~ 13: / _X 7.07 7.58 s f 4. 1.62 • , \ 15.55^ / !. rye x _.._ X48 1 3.80' �`-.TB. 1 17.34 f 4 t X6.59 X_�,13.52 , �j01 8'..�' "- y 2 X` 6.71 X 6.17 :: / i' / 1 X 18.31 .31 X,9.60 7.f r\�O /( 6.88 5.00 . / ' 0.62 (�j�� j i V ' _� 7 ,5.88 X? 3:82 13.04X 13:,3 �' h 19.20 53 /$F4 °, n ` �� fi8J5 _ X17.94' J OF R _._ " X ..,2 ::' utt6r-a: ,fit, X1B:5o. X ts. 0 / EDGE OF ,DATER X .08 .. � x5.88 7 z t$ � x`1 77 - 60 1 j, ti r'j617! yxy8.43 X/8.55 X,8.8 X 6.38 X 6.70 l: - ..mow y'11. :r 18.10 X• i1.4s X''' ' X 3.50. 6.58 x 8.70 7S• - 2501 /-� t t- I x1872 1 .. .. 8.3 45 X q - - / X`'�3: i j `• X' ' 7 62 X 7 �O X 9.6z T s .., - r - X351' ` / 17.23 X18. - X 6.40 X,7,92x o y 0: T .• Y 3.f1 j 10 e5` �. :X19.05 6:57 " _ 20.17 i .a x� ',15.7s � 6 6a' • 61.67 X 77,45 X 3181 M1 ri I, . 1. ' - �' J STRUCTURAL SUBCONSULTAN • - �O T• X 6:22C 1.1 J, 6 6' 1X501' / .. r 20.41RESIDENCE XJENKiNS & �< 2,r ;t T0.15 3 19.86 J / X 3.31- ., r :, CHARLAND INCORPORATED Com ngM' N era TING '1 X 6.61 .# : 4 3 ?C 3.2f` :''.. . � . ' . � � - :�' (` 0,0'l 12381 Cleveland COUNCIL nd Avenue ¢ ;.� ;r Sulte 204 AMERICAN CONSUL r t ` r - 1 . �� / � �- Fort Myers, FL 33907 (941) 939-1414 (941) 278-4289 FAX X6.65 - 3C 18.12 X 6.61 66 % ' f �( 15.110 x 16. PAUL CARROLL, P.E. DWG # 9840PLN-2 SITE PLA DRAWN PHN MASTELLER 8c MILER INC. ° °� -Ttle to all doav-w'+.►e+ th ��t -- M o/ Masteller & Mor. 0-- • resttda '. ++ 1�1 Masteller & Moler, we ?0� _ doa•w"a ore DESIGNED EHM 2 REPLACEMENT OF provided to the on ,�, V coeuy W .J, this project. My t•ey w v roua M nese EHM documents or any n Rata a, dlspla 10t. or CHECKED other disposition+ of 1•+ *a fner5 sy wrone CONSULTING ENGINEERS Iv !'V Tj is expressly prd•Dt•.e .•^out oao.'! o/r� pQU U LI lJ l_!m T Masteller & Moler. rc pr+vnt to /. dal _ DATE 1L 9V � Copyright Low." - �� SCALE 1 _ DESCRIPTION DR/APP 1623 N. U.S. Highway 1, Suite 82 5211 Okeechobee Road Sebastian, Florida 32958 Ft. Pierce, Florida 32947 yo�A S -t` IAN iQaQ Pio o SHEET .3 OF 6 Ph. (561) 589-4800 Ph. (561) 466-9200 F OF PELICN \5 @ O0 O0 a a Q ( 998, MAsc- X EF .INC.REVISIONS Fax (561) 589-2742 Fax (561) 466-9230 City of Sebastian, Florida EARL H. M A S T E LLE R, P. E. F L# 2 6 6 5 8 DWG NO 9840 NO. DATE EL. +12.0 El +5.5'+ 30-0" #3®12" WALKWAY J PRIVATE LOT t t EL. +18.0 ;4� 00 I t #6 CONT. - ---PROPERTY LINE— #5 INE #5 CONT. i t SLIDE GATE 3/4 x3 BLOCKOUT 18 THICK GATE SIDEWALLS I FOR GATE INSTALLATIONt t I I EL. +12.67 �-.,�f! t / :� ' / . f f/r� .;:�5#5 CONT. 1 I CITY OWNED LOT io PRIVATE LOT f 1 3 TIE AT EACH PILE FLANGE I SEE PARTIAL PLAN SECTION AT GATES 1 f I f i STEEL SHEET PILING - - PROPERTY LINE f I I EL. +7.0 (TOP OF STONE) ) I CITY OWNED LOT' 1 I I EL +16.5'EL. +18' A EL. +18' I EL. +4.0 (SUBGRADE) I B - / S1 HA RAIL 50' OF 6' HIGH CHAIN UNI FENCE • S1 �,\ ,\\ 36' OF 6' HIGH CHAIN ...LINK FENCE �' W/3 STRANDS OF BARBED W�RE ON TOP rT / / /\/� y/%//�/ , W/3 STRANDS OF BARBED WIRE ON TOP I FILTER FABRIC EL. +18' L _ VIDE ACCESS GATE d +� 3' WIDE ACCESS GATE IASP AND LOCK W/HASP AND LOCK SECTION600-0.1'-J" 6'-4" 1 -E " 6'-4" 1 - " 6'-4" 1 -E(" 54'-0" A � 3s' -o" _ _ _ _ _ _ SCALE: 1/2"= 1'-0" S1 APPROXIMATE ELEVATION APPROXIMATE ELEVATION OF WATER AT +12.0OF WATER AT +12.0' 20'-0" 3'-0" TOP OF GATE CLOSED I IDETA- 2 POSITION ELEVATION IS +16.17' I EL. +18.0 82 EL. +18' EL. +17.5 (BEYOND) A � [,3'-6" HIGH x 6'-4" WIDE GATES MAX ' DETAL g . WATER I GH UPSTREAM to { L. +18' 82 DETAA.. 82 1 EL�EVATI�t 18.0 r7#5 CONT. EL. +16.5 60'-0" OVERFLOW WEIR _ � = L. +20' _ EL. +16.5' ' I - E / ` ELEVATION +12.0' / �rl�!f%/_ l<� �, fr tD /EL. +15 #3018" / EL. +10' I I 1 I I I I 1 1 I I I` I I 1 I I I I 1( 1 I / EL. +5' I — , . . , , , , . r , r r � , I � EL. + 12.67' - 110'-0" GATE INVERT 15'-0" 15'-0" r ' 15'-0" 20'-0" STEEL SHEET PILING 22'-0" LONG 28'-0" LONG - 32°-0"' LONG 28'-0"_ LONG 22'-0" LONG I EL. 0' —�— UPSTREAM ELEVATION L. EL. -5.0' L _ _ — ` SCALE: 1/8" 1 -0 (' BOTTOM OF STEEL ^\ I SHEET PILING (TYP) EL. -11.0' SECTION B EL. -11.0' t BOTTOM OF STEEL— SCALE: 1/2"= 1'-0" S1 SHEET PILING (TYP) ( - ------------ I -1, EL. -15.0' EL. -16.5' ----� EL. -19.83' �— ----- --_ .--� STRUCTURAL SUSCONSULTANT: JENKINS & CHARLAND INCORPORATED Consulting EngineersI AMERICAN CONSULTING - 12381 Cleveland Avenue JW0 ENGINEERS COUNCIL Suite 204 Fort Myers. FL 33907 (941) 939-1414 (941) 278-4289 FAX FILE NO.: 98-8170 PAUL CARROLL, P.E. DWG# �-� y o PLAN, E L EVATI ®N 'Title t an documents which bear the copyright M MASTELLER 8c M 0 LE R, INC. of mosprovided to Mown Inc. h vested safely in Masteller do Motor, Inc. These documents are ' > • , REPLACEMENT O provided to the eP sd ct in GaspeY ion with this project. Any other use or reuse of these documents or on reproduction, n is sale, yor o other disposition of these documents by anyone expr pro to sly without of Masteller QMoler, Inc. pursuant to the FederalM CONSULTING ENGINEERS Copyright Low.' LLLJ v DESCRIPTION DR/APP 1623 N. U.S. Highway 1, Suite 82 5211 Okeechobee Road w Florida 32958 Ft. Pierce, Florida 32947 41, •"� ` �o 0 Sebastian, P @ Florida Ph. (561) .466-9200 °'yF of to ©1998, MASTELLER & MOLER, INC. Ph. (561) 589-4800.pELICA REVISIONS Fax (561) 589-2742 Fax (561) 466-9230 City of Sebastian, Iasi, 4 EL. +12.0 DRAWN VT DESIGNED PC CHECKED EHM DATE 12/98 SCALE AS NOTED JAN I a 1999 SHEET S1 OF 6 EARL H. MASTELLER, P.E. FL#26658 DWG NO 9840 CONSULTING ENGINEERS NO. DATE DESCRIPTION DR/APP 1623 N. U.S. Highway 1, Suite B2 5211 Okeechobee Road Sebastian, Florida 32958 Ft. Pierce, Florida 32947 Ph. (561) 589-4800 Ph. (561) 466-9200 REVISIONS Fax (561) 589-2742 Fax (561) 466-9230 Mostoller & Moler, Inc. Mess documents are proAd d to the owner solely in connection with ea this project. Any other use or reuse of these CHECKED ����ACEMENT OF documents or any reproduction, display, sale, or EHM other disposition of these documents by anyone Is expressly prohibited without consent of Mostelter & Moler. Inc. pursuant to the Federal DATE 12198 Copyright Low." " � a LJ�I �/ �1 LM JAN 13 1W9 SCALE AS NOTED tieq N`�P�� O (� SHEET C3 OF 6 FUI @ @1998, MASTELLER & MOLER, INC. PE C City of Sebastian, Florida EARL H. MASTELLER, P. E. FL#26658 DWG NO 9840 NO. DATE 0+50 1+25 SECTION AT BASE LINE I I , 20' ,. .O.W. LINE I I 20' 20' � I ' R.O.N. LIN = 1 R.Q.W. JINE �-- �` �, � 1 R.O.W. LIQ �-- 1 I /�-�- E} IST. ..FADE 18' I 1 `� ` EXIZ)T. GFADE I 18'18f �,- I iI I { i I � .I I I I _ '._... _-'-- , 16 I 1 i� I_ �" 16 ! 1 I I I \ I i I I i I 1 1 Lr ,-- I i I I I � I I 16' 14' 14' CONTROL 4-1 kI nPFI ARn1 FI 19 nI �xlsT. GRADJ NEW WATER 1 1 ( 1 1 I I I I I I I STRUCTURE 3-7 12 bi L I I I I 12 I I I I 12' 1Q I I f} I \ I I RnP { 1 I I I I i I I i I I 1 I { I I � 10 10 , I f �1� I I r l i' 10, SKU � ; � ' I I I I I I I � I I I I I I / 1 l I I ISI I I 1 1 A rnUKAUI � r i 8' J '`w�k 4mr� ! I 6 i /. I I 6f ., I I I I I I I r I I— , 6 A Fes' 4 i I i I I I 1 I 1 I I 4 I I I I I I I I c I I I I I ! I I I I 11 1 I I 1 I I 4 I V I I I I 11 1 1( I I I V I I I I I I I 2 I 1 1 1 1 1 1{ 12� i I I I -60' I I —20' I 0I, 1 1 410 1 60' 1 810 p V I I I I I I I I I I I II II Ii I I I I I I 0-80 —60 -40 —20 0 20 40 60 80 —60 =40 —20 0 20 40 60 80 100 120 L AT STA 1+25 0+20+oo 1+50 {I �- EXIST. CPAH I 20' ---_ _ 20 - 20 R.O.W. INE I R. W. L NE�-- LINE � 8 r..-- ... I I I r.Ay. a JL � `'� 18' 18 EX ST. 136DE I 1 1 4:1 SLOFc_ ABODE EL V 12.16 1 1 J� I f I 1 1 I I I 1 I { I 1 16 16 14' I I r 1 1 I ` t).151. utaut 1 1 I I / 14 p r: 3:1 LOPE BELO ELE 12.0' ' \-06I I I I I I I 12 II I I I I I i I I I 1 PdnPngl4n r,R,�nF I 1 I 12 I / 12' I I 1 1 �# i I - I I I I I i i I 1 h I 10 PROP SED RAD ' I I I i 1 I 1 1� 9 I I { I { I L 1 - 10, I I I 1� I I I ,-I I I I 10, I I I 1 I I 1 i 1 nr r � ( I � vw I $ 8 £ .: : y ✓: F .v . Nh. v .r rl �f I I l I , 1 ) I I> i I I 1 I 6 I 7,3057—,ate I I I I \1 1 1 1 I 4 4 I I I 1 I I " \L I I, I I 1 1 1 { ) I I I I 1 1 1 1 1 I I I I 1 4 ( 1 I I I 1 I 1 2 _ I I I I ( I I I I I I I 2f I f\ I� I I I 1 1 1 I I I i I , 2 I I I I II II II I I o' _'-60 —40 —20 01 20, 40, p . 20 0 20' 40 60 80 —80'-60 —4I0, —2I 0 I 011 I 2I0, II I II10 40' 60'p 80 0+00 (DOWNSTREAM SIDE OF STRUCTURE) 0+75 1 I 20' 20, SCALE: VERT.: 1 "=20'-4� R.O.W. LINE R. W. LI�JC Kt�WLI'Vt I . . . I HORIZ.: 1_ _ •�2..W- 1 -INF ..- ~ -,-_ � 18', { = I I I - I I, 1qT CtRAnF I 1 I 18 FJ NEW GRADE -- - .EX�. EXISTING GRADE 16 �, 16 NEW RIPRAP SEE PLAN I I 14' II I 1 1 I / _ 1I 1 SdI OPE AIBlOVE II�EL'EV, i[ 1 2.0 _ 14' 3.1 SLOPE BELO ELEJ 12.0"I - - 1 1, NOTE: 2 ) I 1 I I I 1 I I14o,I I I ALL SURVEY DATA T A OBTAINED AND PROVIDED BY: CI nilF REIInw FI1�MASTELLER MOLER & REED, INC.12 2205 14TH AVE.PROOSEDIGRAD 10, 10, I I I I t P?k6r-StG 1 ( i VERO BEACH, FL 32960 81 561-567-8050 80 r'$ X 1 a�Rs�- : 6 i I I I i I I i I I 40 1 I I I i i I I I 1 4 , 1 1 1 1 1 1 I I 1 1 1 1 � I I I I I I I I I I I I 2, I 1 1 I 1 1 1 I I I I I2 I - STRUCTURAL SUSCONSULTAN T. JENKINS & i I I I I i I I I i 0, O I I I I I I 0I f E CHARLAND-80, —60f —40f —20f INCORPORATED, , ,—, 0, —20f 20f 40� 60f 80, Consulting Engineer, AMERICAN coNsuLrlNc 12381 Cleveland Avenue ENGINEERS COUNCIL Suite 204 Fort Myers. FL ! 33907 (941) 939-1414 (941) 278-4289 FAX FILE NO.: 98-121170 I. PAUL CARROLL, P.E. o wc# DRAWN M �Y O� CROSS SECTIONS, PHN/VT MASTELLER 8e MOLER, INC."Title to all documents which bear the copyright of Mosteteller ler do ler, Inc. is vested solely in DESIGNED PC Masteller do Moter, Inc. These documents are - _ REPLACEMENT - - - provided to the owner solely In connection with OF � � � this project. Any other use or reuse of these CO N S U L TIN G ENGINEERS documents or any reproduction, display, sale, or CHECKED EHM otherdisposition of these documents by anyone Is expressly prohibited without consent of - Mosteller & Moler, Inc. pursuant to the Federal DATE 12 98 �( M Copyright low." DESCRIPTION DR/APP 1623 N. U.S. Highway 1, Suite 62 � � � � LJ "� � ,) / 5211 Okeechobee Road v SCALE AS NOTED Sebastian, Florida 32958 Ft. Pierce, Florida 32947 /� ` pJAN REVISIONS Ph. (561) 589-4800 Ph. 561 466-9200 q `�P� Fax 561 589-2742 i ) of 5 @ O V `�/ (� M �j—, n� �J �J �J SHEET G'4 OF 6 � ) Fax (561) -466-9230 PELICAN City of Sebastian, �-/ � �.�J � � ©1998, MASTELLER & MOLER, INC. Florida EARL H. MASTELLER, P.E. FL#26658 DWG NO 9840