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2005 - (#7) Plan & Profile Improvements
0 Z ROW () VARIES (� (10'— 125) 'JARIES 120'-215' STANDARD CLEARING de GRUBBING CENTERLINE SOD VARIES 0,25'-44.56' CONSTRUCTION V) 2 ROW 0 VARIES U cY�- SOD VARIES 0,25'-37,48' Q z 5 z LT. PGL RT, PGL �. � 5 VARIES 61 '— 1 12.04' i VARIES 59LU W '— 102.96' LU /VARIES 4j 5'-57.45' LOVE ALL EXISTING PAVEMENT Q 0 W 8' 16' 1 ' ' 8' g' (Seo Note A) , Q, W SCFD* 12' 16' 6 :� 0 NOTE NEW CONSTRUCTION: Q ASPHALTIC CONCRETE: 1 %2" TYPE SP -12,5 AND I" TYPE SP -9.5, LEVEL C COQUINA BASE 10" MIN. THICKNESS COMPACTED TO 98� OF MAX. DRY DENSITY PER AASHTO T-180, MIN. LBR 100 TYPE 'B' STABILIZED SUBGRADE (MIN. LBR 40) 12" MIN, THICKNESS, COMPACTEDTO 989p MAX, DRY DENSITY PER AASHTO T-180 EXISTING PAVEMENT*: ALL EXISTING PAVEMENTS ARE REMOVED EXCEPT: EXISTING PAVEMENT TO BE MILLED & RESURFACED (Sto 257+24 to Sto 261-1-64.28 & Sto 342+00 to 345+00) .M SHLDI':, 2_... SWK. W Q * PROVIDE SOD UNLESS MEDIAN TO BE PROVIDED WITH LAND CAPING (SEE PLANS BY NDIAN RIVER COUNTY) f DESIGN SPEED . POSTED SPEED 45 M... .. 2' PAVED SOD -- I` W 0.q2GROUND NATURAL 02 1 VARIES 0. Y -E] 0 03 ti 2 11 1 ❑ CURB & GUTTER TYPE F R 12 TYPICAL TI ISI .1 (STA 257+24 TO STA 327+50) PAVED SHOULDER: ASPHALTIC CONCRETE: 1 " TYPE SP --9.5, LEVEL C ( COQUINA BASE 4" MIN. THICKNESS COMPACTED TO 98� OF MAX. DENSITY PER AASHTO T-- 180, MIN, LBR 100 O TYPE B STABILIZED SUBGRADE (MIN. LBR 40) 8" MIN. THICKNESS, COMPACTED 98,-.1 MAX. DENSITY PER AASHTO T 180 TRAFFICSDATA: CURRENT YEAR 1999 ADT 10,000 b —2:1 OR TO SUIT PROPERTY OWNER NOT FLATTER THE 6:1 4" CONC. SIDEWALK` 6" AT DRIVEWAYS 12" STABILIZED SUBBASE TO BE 6" BEHIND CURB TYPICAL SECTION OTE ■ 1. TOPSOIL, ROOTS, MUCK, ORGANICS, AND OTHER DELETERIOUS MATERIALS SHALL BE REMOVED FROM RIGHT OF WAY TO A MINIMUM DEPTH OF 36" BELOW NATURAL GROUND, 2. FILL UNDER SWALES AND WITHIN MEDIAN SHALL BE CLEAN PERMEABLE SOIL, MINIMUM PERMEABILITY OF 6 IN/HR. 3. FILL UNDER ROADWAY SHALL BE CLEAN STRUCTURAL FILL PLACED IN 6 INCH LOOSE LIFTS COMPACTED TO 9890 MAX DENSITY PER AASHTO T-- 180. 4. ACTUAL WIDTH OF BASE WIDENING MAY VARY DUE TO ACTUAL EXISTING PAVEMENT WIDTH, CONTRACTOR MAY ELECT TO PLACE UNIFORM WIDTH BASE WIDENING STRIP AT NO ADDITIONAL COMPENSATION. 5. SOD TO BE PLACED PER FOOT INDEX 281 6, TURN LANE SHALL HAVE THE SAME CROSS SLOPE AS ADJACENT PAVEMENT, WEST R 40 U N D CENTERLINE CONSTRUCTION q 215.00' STANDARD CLEARING do GRUBBING VARIES 1 12.04'-- 1 13.86' LT. PGL RT, PGL VARIES 12.56'— 14.37' 10' i 2' SHLDR, 4'PAVED 8' SOD �— SOD SINK. , ,��,,, �3„ 1 � -- 1 O Is ..EVEL(TYP.) -- �! 9 r 5' 14' 0.03 0.06 --^- 0.02 2:1 MAX, OR TO SUIT PROPERTY OWNER 12' 2'PAVED 0.02 . (Nor FLATTER THAN 6; 1) '///�// Ot 7 tc J 0 2 NATURAL—/ I MIN. SWALE GROUND EL— 19.59 4" C NC. SIDEWALK Z4:DESIRABLE 6" A DRIVEWAYS ,3: 1 MAX MRfi Iwo MASTOELLERMOLER, INC. 2 11/25/05 CHANGE NEW CONST, PAVEMENT TYPE PER IRC COMMENTS TB/SEM CONSULTING ENGINEERS MA 1 8/26/05 LABEL MEDIAN SLOPE PER IRC COMMENTS TB/SEM CERTIFICATE OF AUTHORIZATION NUMBER 4204 NO. DATE DESCRIPTION DR/APP 1655 27th STREET, VERO BEACH, FLORIDA 32960 REVISIONS (772) 567-5300 FAX (772) 794--1106 VARIES 5 7.,30'-57,45' Som* 8' 12' SHLDR. �+ ... 2 'PAVED 3 -I 0,02 VARIES 10 1. 14'-102.96' 12' SHLDR. 4' SOD PAVED - 3 " 14' 0.03 r� * PROVIDE SOD UNLESS �J 1,2 MEDIAN TO BE PROVIDED WITH LANDSCAPING (SEE 3 PLANS BY INDIAN RIVER COUNTY) �R 512 TYPICAL SECTIONNc).2 (STA 327+50 TO STA 343+50) SCALE: HORIZ. I"=10' VERT. 10)-4& ORIDI CoR. MIN. SWALE EL -20.88 4:1 DESIRABLE 3: 1 MAX TYPICAL SECTIONtS"" 512 Improve-m--ents Phase 3 INDIAN RIVER COUNTY - PROJECT NO. 9611A " SIDEWALK: L J 4" THICKNESS CONCRETE SIDEWALK L 1 8" COMPACTED SUBGRADE TO 98X MAX PER DENSITY PER AASHTO T 180.7 * 6" THICKNESS AT DRIVEWAYS (NO EXTRA PAYMENT) ROW DESIGN SPEED POSTED SPEED 55 M.P.H. 50 M. i-', H. VARIES 3.66'-5, 46' 6' SOD 1 ' LEVEL (TYP, ) 2'1 OR TO SUIT PROPERTY OWNER 002 /�^ NOT FLATTER THE 6: 1 Q N TURAL G OUND 4" CONC. JIDEWALK 6" AT DRIVEWAYS %4q T02 - t DRANK "Title to all documents which bear the copyright of Mosteller & Moler, Inc. Is vested solely in k Mosteiler & Moler, Inc, these documents are J provided to the owner solely in connection with - this prokot. Any other use or reuse of these documents or any reproduction, display, eole, or alECKED ..7.G.�. ' other disposition of these documents by anyone Is expressly prohibited without consent of �_O� Mostclier & Molor, Inc. pursuant to the Federal DATE Copyright Low! SCALE AS NOTeP j SHEET 0 OF gq ©2005, MASTELI_ER & M01_EI2, INC, S T E P H L N E. ►/ O L E R' P.E.F L 3 3 1 9 3 D� NO g64q J f-1 INI 1"'" �/ SINK. + 2 SHLDR. NATURAL GROUND jy) Q Ld VARIES 2' PAVED I., 0'--3' .-.. —3 0.02 0, 03 0.02 g � ® �— 12 " 2 J 2:1 OR TO SUIT PROPERTY OWNER NOT FLATTER THE 6:1 4" CONC. SIDEV%%4LK 12" STABILIZED SVBBA K* *6" AT DRIVEWA° S TO BE 6" BEHIND CUR.3 CURB & GUTTER TYPE F NOTE NEW CONSTRUCTION: Q ASPHALTIC CONCRETE: 1 %2" TYPE SP -12,5 AND I" TYPE SP -9.5, LEVEL C COQUINA BASE 10" MIN. THICKNESS COMPACTED TO 98� OF MAX. DRY DENSITY PER AASHTO T-180, MIN. LBR 100 TYPE 'B' STABILIZED SUBGRADE (MIN. LBR 40) 12" MIN, THICKNESS, COMPACTEDTO 989p MAX, DRY DENSITY PER AASHTO T-180 EXISTING PAVEMENT*: ALL EXISTING PAVEMENTS ARE REMOVED EXCEPT: EXISTING PAVEMENT TO BE MILLED & RESURFACED (Sto 257+24 to Sto 261-1-64.28 & Sto 342+00 to 345+00) .M SHLDI':, 2_... SWK. W Q * PROVIDE SOD UNLESS MEDIAN TO BE PROVIDED WITH LAND CAPING (SEE PLANS BY NDIAN RIVER COUNTY) f DESIGN SPEED . POSTED SPEED 45 M... .. 2' PAVED SOD -- I` W 0.q2GROUND NATURAL 02 1 VARIES 0. Y -E] 0 03 ti 2 11 1 ❑ CURB & GUTTER TYPE F R 12 TYPICAL TI ISI .1 (STA 257+24 TO STA 327+50) PAVED SHOULDER: ASPHALTIC CONCRETE: 1 " TYPE SP --9.5, LEVEL C ( COQUINA BASE 4" MIN. THICKNESS COMPACTED TO 98� OF MAX. DENSITY PER AASHTO T-- 180, MIN, LBR 100 O TYPE B STABILIZED SUBGRADE (MIN. LBR 40) 8" MIN. THICKNESS, COMPACTED 98,-.1 MAX. DENSITY PER AASHTO T 180 TRAFFICSDATA: CURRENT YEAR 1999 ADT 10,000 b —2:1 OR TO SUIT PROPERTY OWNER NOT FLATTER THE 6:1 4" CONC. SIDEWALK` 6" AT DRIVEWAYS 12" STABILIZED SUBBASE TO BE 6" BEHIND CURB TYPICAL SECTION OTE ■ 1. TOPSOIL, ROOTS, MUCK, ORGANICS, AND OTHER DELETERIOUS MATERIALS SHALL BE REMOVED FROM RIGHT OF WAY TO A MINIMUM DEPTH OF 36" BELOW NATURAL GROUND, 2. FILL UNDER SWALES AND WITHIN MEDIAN SHALL BE CLEAN PERMEABLE SOIL, MINIMUM PERMEABILITY OF 6 IN/HR. 3. FILL UNDER ROADWAY SHALL BE CLEAN STRUCTURAL FILL PLACED IN 6 INCH LOOSE LIFTS COMPACTED TO 9890 MAX DENSITY PER AASHTO T-- 180. 4. ACTUAL WIDTH OF BASE WIDENING MAY VARY DUE TO ACTUAL EXISTING PAVEMENT WIDTH, CONTRACTOR MAY ELECT TO PLACE UNIFORM WIDTH BASE WIDENING STRIP AT NO ADDITIONAL COMPENSATION. 5. SOD TO BE PLACED PER FOOT INDEX 281 6, TURN LANE SHALL HAVE THE SAME CROSS SLOPE AS ADJACENT PAVEMENT, WEST R 40 U N D CENTERLINE CONSTRUCTION q 215.00' STANDARD CLEARING do GRUBBING VARIES 1 12.04'-- 1 13.86' LT. PGL RT, PGL VARIES 12.56'— 14.37' 10' i 2' SHLDR, 4'PAVED 8' SOD �— SOD SINK. , ,��,,, �3„ 1 � -- 1 O Is ..EVEL(TYP.) -- �! 9 r 5' 14' 0.03 0.06 --^- 0.02 2:1 MAX, OR TO SUIT PROPERTY OWNER 12' 2'PAVED 0.02 . (Nor FLATTER THAN 6; 1) '///�// Ot 7 tc J 0 2 NATURAL—/ I MIN. SWALE GROUND EL— 19.59 4" C NC. SIDEWALK Z4:DESIRABLE 6" A DRIVEWAYS ,3: 1 MAX MRfi Iwo MASTOELLERMOLER, INC. 2 11/25/05 CHANGE NEW CONST, PAVEMENT TYPE PER IRC COMMENTS TB/SEM CONSULTING ENGINEERS MA 1 8/26/05 LABEL MEDIAN SLOPE PER IRC COMMENTS TB/SEM CERTIFICATE OF AUTHORIZATION NUMBER 4204 NO. DATE DESCRIPTION DR/APP 1655 27th STREET, VERO BEACH, FLORIDA 32960 REVISIONS (772) 567-5300 FAX (772) 794--1106 VARIES 5 7.,30'-57,45' Som* 8' 12' SHLDR. �+ ... 2 'PAVED 3 -I 0,02 VARIES 10 1. 14'-102.96' 12' SHLDR. 4' SOD PAVED - 3 " 14' 0.03 r� * PROVIDE SOD UNLESS �J 1,2 MEDIAN TO BE PROVIDED WITH LANDSCAPING (SEE 3 PLANS BY INDIAN RIVER COUNTY) �R 512 TYPICAL SECTIONNc).2 (STA 327+50 TO STA 343+50) SCALE: HORIZ. I"=10' VERT. 10)-4& ORIDI CoR. MIN. SWALE EL -20.88 4:1 DESIRABLE 3: 1 MAX TYPICAL SECTIONtS"" 512 Improve-m--ents Phase 3 INDIAN RIVER COUNTY - PROJECT NO. 9611A " SIDEWALK: L J 4" THICKNESS CONCRETE SIDEWALK L 1 8" COMPACTED SUBGRADE TO 98X MAX PER DENSITY PER AASHTO T 180.7 * 6" THICKNESS AT DRIVEWAYS (NO EXTRA PAYMENT) ROW DESIGN SPEED POSTED SPEED 55 M.P.H. 50 M. i-', H. VARIES 3.66'-5, 46' 6' SOD 1 ' LEVEL (TYP, ) 2'1 OR TO SUIT PROPERTY OWNER 002 /�^ NOT FLATTER THE 6: 1 Q N TURAL G OUND 4" CONC. JIDEWALK 6" AT DRIVEWAYS %4q T02 - t DRANK "Title to all documents which bear the copyright of Mosteller & Moler, Inc. Is vested solely in k Mosteiler & Moler, Inc, these documents are J provided to the owner solely in connection with - this prokot. Any other use or reuse of these documents or any reproduction, display, eole, or alECKED ..7.G.�. ' other disposition of these documents by anyone Is expressly prohibited without consent of �_O� Mostclier & Molor, Inc. pursuant to the Federal DATE Copyright Low! SCALE AS NOTeP j SHEET 0 OF gq ©2005, MASTELI_ER & M01_EI2, INC, S T E P H L N E. ►/ O L E R' P.E.F L 3 3 1 9 3 D� NO g64q J f-1 INI 1"'" �/ t 13 t 0 EXISTING DRAINAGE STRUCTURE • .. (TO REMAIN) 401 0 40 80' 70'-18"CMP W/ ENDWALLS Ii • GRAPHIC SCALE PROPOSED _DRAINAGE S TRUC TURES , BENCH.:a�MARK j I I :` POND :: `" C_ 1 p STA. -259+26.20 (63 00� LT) C-11 STA. =259+26.20 (49.75' `'' ` SE6 SWEET 25 OF TYPE "P-6" INLET TBM 257+22.06 (315' LT)Survey BL SEBASTIAN RIVER �.i ( TYPE "J -s" INLET (ALT.a s'�) ORAS = 1s 48 MPED 3916 I I I r FpR� DETA/LJ GRATE=19. f2 24" (N) INK= 11.88 (189 A �VWC.K CON RU POINTS O STA. -262+63.12 (51.75' L T) C.J.F. STA. •262+83'21 (51.75' LT) ® STA. =262+00.00 (51.73' RT) 11 STA. +259+33.85 (64.75' LT) f2 STA. =259+$3.67 (52.75' LT) 15 STA. •260+00.00 07.73' RT) SET NAIL &DISK STA i � MIppLE JUNIOR . (N.E),Nv.•"f1•f0 (") � STA. _ z65+1609 (59.23' RT) IN E. SIDE OF PAVEMENT ���� ( _ (S)INK=1 1.63 {l8) (S) INK= 1 f.88 (f$) 14 STA. Zb2+bQ.63 (49.75' LT) .� ELEV.= 19.$4 I-IIGM SCh'IOOL. 16 STA. +� 264+90.09 (59.23 RT)�• LOCATION NOT TO SCALE) ' ti a' = _ (OFFSET LOC ., A = 257 (3 9 ) STAT =2591,76,32 (57,70' LT) I r f STA. 259+26.20 (62.75 OT) C 15 HOLE = TYPE "✓" M,aN �, < ^ .�'� f STA 282+85. ti•�^(49 75 L T D.B,1 TYPE C INLET ST . +� +2,4:;8 f 9. 9' LT. GRATE = 19.02 (MATCH`EXIVING GRADE) RIM =20.18 " 19 , Q • i I N iNV - 11.92 (18) (E)iNV•=13.94 (24 STA. 259+33,24 (59.75 LT) O { a + O (N)!NV =13.94 (24 ) TEMPORARY CONST, EASEMENT T W -11.5 BENCH MARK ® STA. �. 259+83.07 (59.75' L r) i STA. =263+00-00 (51.00' LT) t INV = i I.� I C-14 TYPE "P-6 INLET TBM 265+00 (390' L T) Survey BL (� /? 1�9� f CO STRUCT 64LF GRA TE=19,46 " SET i,R.C. STAMPED 3916 Cv o MARY UNDERGROUND I 24 CAP !S� 3.81.'$ (S)INV =15.07 (24� ELEV, - 18.89 EXIS77NG F•P•L PR! (W)INV=14,57 ( ) TO MIDDLE SCHOOL (13KV) (OFFSET LOCATION NOT TO SCALE) U " " STA. =265+00.00 ( ' `RT)CC END TYPE F C-12 50, 89 CURB (PER TYPE "P-6" INLET I `� j t ' GRA FOOT INDEX 300) CONSMUC 65LF EXIS G RI GH EX1S77NG WETLANO(TYP•)� i s (N)lNV=15.30 (18"1 4 "CAP 0 .15% 11 (S)!NV =15.30 (18) CONSTRUCT 518LF -WA t- I PROPOSED RIGHT-OF-WAY 012% -- - --__.___. • RIGHT OF PROPOS MI""•' '•••• \ 12 .mow wino. w... - I • t ��` I r ', ' _ �� . _ �• a - ..:: _ ® _ ' CONST 8 COSiDEWA LK jTYP.l CONC, SIDEWALK (TTP,)COST8- - 17 ' `' ..,.... ..�.. _.�,t'�,�.0 ':.., •, r• \\ �"; � - }� .. .__'�.._ ___-._. _ -I _ ..- _.__ __..._ « ., •.. , `� ' .� ,,. - .. 0 AP- EXISTING F 20,27 in - N ° PARCEL P r -- r, J J 7 HT -0 WAY 2 Ts ....... 14 ___...._ -i-._-.____.... ._ ,.. .. R;- Y'M',•-•-' ...._.. ._. ._... ._. �- ... .fes t y�.... ., .:.� /. u� '�- i...lt,.'. tl' - rTr r' ' awr�� 1 a,�� .. 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DATE DESCRIPTION REVISIONS DR/APP CONTRACTOR SHALL v FENCE FROM EXISTING SOUTH RIGHT-OF-WAY LINE ,,70 PROPOSED "A 7 n / » SOUTH RIGHT,-oF-WAY LiN& ALONG THE SOUTH 0-IGHT 4F WAY Z , v LINE FR0M;,5TATI0N 257+25 TO STATION 260+fn IN A MANNER o TO PREVENT LIVESTOCK FROM ESCAPING. NEW LIVESTOCK FENCE U SHALL BE 5' HEIGHT TYPE A PER FOOT INDEX of 450 & 451 i 4 a o 0 zCID z `° CONSTRUCT ULTIMATE 4 LANE SECTION. TRANS1770N FROM 4 LANE DIVIDED TO 3 LANE -UNDIVIDED (HATCHED AREA) TO BE REFER To SHEETS S3 ANDS4 OF- 89MFOR STRIPING DETA SIS NING PLAN CONST. . %PE "F" CURB & -UTTE'R (TYPICAL. --- W 30 Ql c� ca 0 28 R 30 �; U-) N N N N 26 28 _ _ ----- N I I ----- - ----------- - II - 24 26 ----- - ¢ W - 0) 24 PR )POSED GRADEUNE LT & RT n. - 22 C-1 5 CL C-14 +0.,30% 20 22 - .. _._ _........:_.. _.:...._.. _ _.. __..._.. o r - �` TRANSI TION TO MATCH EXIST, (C_ 1 0 3311 / PAVEMENT ®G.33X ____ _.._ ...-- ......_ .,.. ....... __._ ..._..-...... 20 --- ---- --^- � _._._ i t OOLF 18"reP 0 0.23X "-". 4!=CAR 0 JXiC EXISTING GRADELWE - - - - FROM C_ 1; TO C-14- -- -- _ ------ ' -- - FR�6 -15 TO KE INV.=15.30 S To iNV,=15.07 N 1 $ INV,= 1S 94 S AND INV. - 11.50 N _ - EXIS77NG GRADE NE - - ` - - - - --- -- ..•,.- _--_-_ _--- - -�i _ INV,=14.57\ -- - - - --------------- 16 - - - - - - - - - - -- -- -_ _ - _ _ - _- _ � ^ -- - - - - - - - - - - - "PVC FORCE MAIN (Appr9xfmate Locat on) - - - - - - - - - - - -FROM C-14 TG C� 15 _ - 12"MIN,- 1 4 ------------------------ -------- - ------------EXISTING �---------------- t- "� 12 14 %� 108 LF 18" RCP 0 0.23X .... INV•=13,94 �ft3• CVN$TR. 1L"s� p.l.P. - CONSTR, 12"0 RE�'TRAiNED � F )RCE -MAIN FROM C-1 ' I TO C-10 - INV. -11.88 S TO INV=11.63 N�_, - - 1 0 - 45' BEND (TiP.) 12 `�' r HOA:ZONTAL LENGTH - 10' MIN. ___-_-------------------^----_--.-------- -- _-- -- _- - __ - -.-__ - - _--.---------- _--- ------------- --- ------ --- -(arr = A CHI SI0E-0F DRA1 NAGE PIPE)---- ---- ___ 10 -265 F 24 CAP ®O. f 5X " " -- --- - n FR�M C- 10 TO POND C in 8 A cp to to "� aj 61 p O a) op� FC14O r N r -N to (� f N rn �� e°N �N ��; a�CO exN p ago N N 258+00 A " N 259+00 MASTELLER & MOLER9 INC. CONSULTING ENGINEERS CERTIFICATE OF AUTHORIZATION NUMBER 4204 1655 27th STREET, VERO BEACH, FLORIDA 32960 (772) 567-5300 FAX (772) 794-1106 t r r ..............281...•_ 280+00 +00 282+00 g1vER 'tib+�0� •ter � ORIDN 283+00 County Road 512 STA 257+24.38 to STA 267+00.00 SCALE: HORZ. 1 "'=40' VERT. 1 "=4' t PLAN & PROFILE C.Improvem-ents Phase 3 INDIAN RIVER COUNTY - PROJECT NO. 9611A 284+00 285+00 288+00 287 96493P1-3 = DRA'Md C.J.F. •"T100 to all documents which bear the copyright DESIGNED M.F.C. of Mosteller & Moler, Inc, is vested solely in Mesteller & I.toler, Inc. These documents are CHECKED cj,E,M, J provided to the owner solely in connection with this pro}xt. Any other use or reuse of these documents orany reproduction, display, sale, or other disposition of these documents by anyone DATE Q a -O U 5 is expressly prohibited without consent of Mostdler & Major, Inc. pursuant to the Federal $Cpm AS NOTED Copyright Low. SHEET 12 OF 89 ©2005, MASTELLER & MOLER, INC. STEPHEN E. M O LE R, P. E. F L# 3 319 3 DWG NO 9649 4 A I d S. 1 1 '1u 1 1 1 1 1 11 1 1 1 1n 1 1 1 , � 1 11 ...1 11 r1, r.1 agym, 1n 1 1 r r r I1 1 �d 11,� ill r11.1 Pn p.. U_I gIVJ::. 11_ 11 1 1 n1. 11 L. �qll, :111:.1„ 1:16 1n1 111 Aa 1 1 "uIII I 1 IId11111i, 1171: 1r.1, 1 I'M 411111 d X11 d. 1 � ,1:•u .1 .. 1 1.1.1 r.1 a 1r. 11� 1 _ r 1 .1 1 _ ��__ _. _. � � ._.-. � � - N 40 0 40' 80' GRAPHIC SCALE CONSTRUCT UL 77y 7E 4 LANE SECTION ANSI TION FROM 4 EXISTING DRAINAGE STRUCTURE (TO BE REMOVED) `.:1 74'-J00CMP W/ MES PROPOSED DRAINAGE S TRUC TURES D-1 STA, MOOIFIED7TYPE "E"(r RT) INLET INDEX ,4232 GRATE =17.80 (E)INV,-15,21 (18') T) D 7-111 STA, +273+00,00 (63,00' RT) TYPE "P-6" INLET GRATE -18.52 )INV. -14.45 (1INVI518 D-4 STA. -273+00.00 (51.00' LT) TYPE "P-6" INLET GRATE =18.52 (S)INV=14,17 (182 (E)INV =13.67 (24 ) 2QEWALK CONTQ, POINTS 3) STA. -268+69.96 (64.75' LT) O CURVE DATA -269+15.68 (6J.75' CURVE RADIUS DELTA ARC LENGTH C22 88.00 31'06'20" 47.77' C23 8.00 148'53'42" 20,79' C24 8.00 134'55'47" 18.84' C25 88.00 45'04'16" 69.22' C25 35,00 8928'19" 54,66' C27 35,00 8745'58" 53.61' 2QEWALK CONTQ, POINTS 3) STA. -268+69.96 (64.75' LT) O STA, -269+15.68 (6J.75' LT) STA, -273+09.63 (63.75' LT) - O STA. -267+00.00 (51.71' RT) ® STA, -271+97.18 (57.70' RT) STA, =272+47.42 (69.75' RT) MISCELLANEOUS CONTROL POINTS f0 STA. - 266+71.05 (77,73' LT) 11 STA. = 268+91.05 (77, 73' L T) 16 STA, = 268+41.23 (49.75' LT) STA, = 269+21.45 (61.75' L T) ,; EXIS77NG SWALE(TYP,) LANE DiV10ED TO 3 LANE UNDIVIDED (HAT HED AREA) TO BE L :.4;, Y' STRIPED; REFER TO PAVEMENT MARKING AND SIGNING PLAN - 1 SHEETS 53 AND S4 OF 89 FOR STRIPING JETAILS. rc SILVER -'HIEF GROVES CONNECT TO EXIS77NG PAVEMENT W a `- LIMITS OF CONSTRUC77ONLQ REFER TO TURN OUT U CONSTRUC77ON PER FDOT INDEX 515 ROMAR SU I V CONST. TYPE "F" Jh, 5X SLOPE TRANS177ON TO -i4.23' PROPOSED CURB & GUTTER EXISTING PAVEMENT ADDITIONAL R.O.W. (TYPICAL) EXISTING RICHT OF -Wig Y _ -._ _- _. TEMPORARY CONST EASEMENT 10 11 20. CONST. 8' CONC. SIDEWAI ��MT C26 20.70 LK (TYP.) 04 •sem' 3 �,�'`" 4 19.84 17 } ® r,r :rr.+{... .. C f. .•.:. 1 .r. :,: - I. '...• ,•.1 .I.,J4..,. � . .: {., .:< .r ,r .I4 ./, .,afr H :•,,. 6: :.r, l . r, I �Ij �, , 4r`.. .�i{,:.:..,.•. :,,3M� L. ISk,��: ��-. :,.it J,+1�. +,. . :r, r. .ir..:rI I:I :'d�) k: .I, , L� 4:, . 4r.I'.+4 ((1 ,.. I, r. ..:,. �. I.i '. {{I..I.. t i.:6+.,r� .. ✓ u., :l{{�LI. ., �%, J�.� . -P, 1� .rI r ,'. .I<. .�+:.i.i>In . I+ �•1 ,�rM". �J . r.. 1,.1 r�:.�. s.1,...6I . : I -,2 4> I•. r, :,. 0,.I.,..I..2 .Is. ..,I.n. . 4,.de i.�I.It. ".1v�1i .��. ...'. 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TEMPORAR`Y CONST. EASEMENT I 1 A� E :�RIGHT-OF- CONST/ --1 TYP o E EXISTING WAY _ i , , CURB & GUTTER \ �CO TRUCT YULI- � - UJ ', y} (TYPICAL) \\CONTRACTOR SHALZ REMOVE AND REPLACE EXIS77NG LIVESTOCK 18"RCP•I`0 0,18.17' FENCE FROM EXISTING SOUTH RIGH T - CIF- WAY UNE TO PROPOSED d ' SOUTH RIGHT OF -WAY LINE, ALONG THE SOUTH RIGHT-OF-WAY W LINE FROM STA77ON: 267+00 TO STA77ON 273+00 /N A MANNER TO PREVENT LIVESTOCK FROM ESCAPING, NEW LIVESTOCK, -FENCE �+ J SHALL BE 5' HEIGHT, TYPE A PER FDOT INDEX f 450 8E LU 30 28 o N � 26 u Q 30 Q o _ 26 nl . 24 II II 24 S � P%I;]POSTD GRADELINE LT & RT Q. $ 22 c 22 -_ a- 18 -RCP Q .23� D { 5 Ll i 2 0 -0.307. pp_ 2 TT 1 NV=14,45 T� INV,=14.1N \� 20 18 - s /' \,, * 18 ` ^ - EXISTING GRAD LIiIE CONTRACTOR TO DEFLECT EXIS77NG WATE'RMAIN UNDER - - - - - - -PROPOSED DRAINAGE. MAINTAIN A MINIMUM VERTICAL - - - - - - - yOLF 18''PCP 0 1 16 _ -- -- Location) --------_-_---_----- - 1 CLEARANCE, SEES SHEET U U13, - -�£_FanfF 14AIN (AR'roxIMOte - __ - - - - \ fj C A E H 4 ---- EXISTiNG 12"1 -^ _ _ --- --- - - _-_ __. _-_ ------------ ---.-- 14 - ` - - - - ^ _' --- - - - 14 INV. -14,45 -`�12 12 � � _ J Q INV -13,67 c�a CONSTR, 12"0 RErTRAINED 1 10 �, 0 45' BEND (TYP.) HOb ZONTAL LENGTH ze 10' MIN. (12,00 x 2 : (5 EACH SIDE OF DRAINAGE PIPE) 8 w `` 8 3 C�0 aq Ln a, Ln .,, N o� N c>ri N O "� N O o� ►`• W a� CN N rn � oo N oo � 00 0� co o� ,.. �,. +00 269+00 269+00 270+00 271+00 272+00 273+OC County koad 512 STA 267+00.00 to STA 273+00.00 SCALE: HORZ. 1 "-40' VERT. 1 "-4' 9649391-4 I _ DRA*N C.J.F. 1I to 011 RIVERPLAN PROFILE of Mosteller & Mole, Inc. whichisbvested ear esoldy in DESIGNED M.F.C1 _ L- Mosteller & Mder, Inc. These documents are MASTELLER MOLEK, 'N��r0 provided to the owner solely in connection withc ,�,•1��d,�i� l./�' C.R. 512 Improvements _ this project. Any other vse or reuse of these CHECKED .7,E.M.SULTTNG ENGIN ERS �,j documents or any reproduction, display, nt or N other disposition of these documents by anyone pp is expressly prohibited without consent of DATE, 0p®o5 = EXTEND WESTBOUND RIGHT TURN LANE STA: 272+D0 PER IRC COMMENTSrMA lAosteuer & Moler, Inc. pursuant to the Federal - TB/SEM CERTIFICATE OF AUTHORIZATION NUMBER 4204 ff�� Copyright Low. 1 11/25/05 REVISE RADIUS ON CEMETERY ENTRANCE ; •v * h e ;j SCALE AS NOTED No. DATE DESCRIPTION DR/APP 1655 27th STREET, VERO BEACH, FLORIDA 32960 ® j� SHEET 13 � 89 (772) 567-5300 / FAX (772) 794-1106 ORIDN INDIAN RIVER COU - PROJECT NO. 9 11A ©2005, MASTELLER & MOLER, INC. STEPHEN E � MOLER, P.E. 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ENDWALLS II 40'-42"CMP X do 0*0 GHT WAY RI(j) OWN% oqosEo op CD -14 PIR -0 IM A �IK Ir)5W4 T sip Tf?UC CONS 90 'FZCP 0 8 36 dop t4ST. 'T 9 STRUC r N M doop HT,0E-WAY , OR M 5XISTING RIG D-13 CONST MODIFIED TYPE 3 CURB & GUTTER TVDJ,�Al aEWAL& CCN7ROL PO/NN O STA, -280+00.00 (54.75"Ll) STA. -286+00.00 (1 LT) (TYPICAL) C4 C44 A D -A 51D W r4 3 V� V yqQ "� J _ !; tk o�d1 + r(o)NS Lz AAIC'11" CONTROL POINTS STA. =283t 0233 (49.75' RT) y STA, =263+50.83 (49.75 F - do de 00 X 00 oop 00-00 Yee "FR Gu n PROPOSED DRAINAGE STRUCTURES CURVE DATA z 01I 24-Z *W*CVVTp 0.f2% I 4 )i EIN CURVE RADIUS DEL FA 1491, ARC LENGTH M doo .36l 000-,I g/ CEN C41 C42 3. 00' 15270 106, 00' 252242" 797' 46-95' Y C43 8.00' 5478 7.58'C STA. =283+00.00 (51,00' "I LT) C44 8.00' 148'20'15" 20.71' CONST MODIFIED C45 88. 00' .30'33'01'01 46.92' CURB & GUTTER aEWAL& CCN7ROL PO/NN O STA, -280+00.00 (54.75"Ll) STA. -286+00.00 (1 LT) (TYPICAL) C4 C44 A D -A 51D W r4 3 V� V yqQ "� J _ !; tk o�d1 + r(o)NS Lz AAIC'11" CONTROL POINTS STA. =283t 0233 (49.75' RT) y STA, =263+50.83 (49.75 F - do de 00 X 00 oop 00-00 Yee "FR Gu n PROPOSED DRAINAGE STRUCTURES 7 BENCH MARK TBM 278+00.00 (175' RT) Survey St SET I.R.C. STAMPED 3915 ELEV. 16.89 Q STA, -280+00.00 (54,75' 36" RCP FROM D A2-2 TO D -AJ 6 J 4 =12,13 STA. -266+00.00 (54.75' RT) INV -T71ST77MT=V E,�� ""WNW 41 4".1 -NWI 000"M -own"" .... ...... - - .-- TO BE RELOCATED =IN0-0 V. 7.09 qJ6v CAP FROM D-16 TO LAKE 0 STORM PIPE CROSSING DETAIL (n Its) 26 26 24-- 24 PROPOSED GRADELINE LT do R F CONTRAC- OR TO DEFLECT EXISTING WM UNDEI PROPOSED DRAINAGE PIPE 22 22 t4-T0__D-t6), VEE 9i !Efr U6 OF Ul 3. 01 DA -2 D-16 20 20 7- Q-1 4 A2- EXISTING GRADEUNE -A 18 ------------------------------------------------------- - -------------- --------- 16 LAK) I I) ll- AIN (AppoxImate Locotion) --------------------- -------------------------------------- ------ 1 --------------- 6 2B-5 L E IR C P 9 P 173' ----------------- FROM D -Al rO D -A2 - ---------------- 14 A, -A TO nA2-2 14 FROMQA2222W J6*RCP 0 0.12X 2 To D -AJ A dAdW F J6 -)I 0.10X 195LF 39OR -1 T 0- FRW D-12 TO D -IJ FR tj 12 -0-M D=- -TO--D--- INV,=12,50-1 INV. -12.50 INV,-12,40-.IZl INV.= 12. W 10 1NVl ' .W10 INV=11.73IW A BOTTOM INV. -10.5/ -INV.-10.5C STRUCTURE110LF 36"CAP 00,2 X 8 8 0-14 FROM 0- 16 TO POA' D . U- BOTTOM OF'*'� ca STRUCTURE 6 D-16 6 75 --'\-INV.-6.80 FR INI 4 4 N C) ()6O 1 . 1* - C) Q) 0j 00 ld to 0; 279+00 280+00 281+00 262+00 283+00 284+00 285+00 286+00 2871-00 Cbunty Road' 512 STA 279-1-00.00 to STA 2874-00.00 SCALE. HORZ. 1 "=40' VERT. 1 "=4' 9649P3-1 DRAM c,j,F, nut to oil documents which bear the copyright LAN Ok ILE :f Mosteller & Maier, Inc. is seated soWy in DESIGNED M, F. C. mosteller & Maier, Inc, These documents are MASTELLER & MOLERI, INk; 0 provided to the owner solely In connection with this project. Any other use or reuse of these CHECKED S.E.M. documents or any reproduction, display, sole, or therm disposition of these documents by anyone 1-1 C,R, 512 ■Improvements is expressly prohibited without consent of DATE 08-05 a All CONSULTING ENGINEERS Mo5tcllcr & Maier, Inc, pursuant to the Federal AS NOTED CERTIFICATE OF AUTHORIZATION NUMBER 4204 h a s Copyright Low." S I W I CALE e 3 NO. DATE DESCRIP'nON DR/APP 1655 27th STREET, VERO BEACH, FLORIDA 32960 SHEET 15 Of 89 (772) 567-5300 FAX (772) 794-1106 ORI'DN INDIAN RIVER COUNTY - PROJECT Nq. 9611A @2005, MASTELLER & MIDLER, INC. STEPHEN E. MOLERP.E. FL#33193 DWO NO 9649 REVISIONS llllll�,',,,.,� , I'l W, 'I STA. =281+00.00 (56.60 *,/" LT TYPE MANHOLE 000-,I RIM -18.88 (W)INV=11.73 (E)IN V. 11, 73 (J6 04 STA. =283+00.00 (51,00' "I LT) �� 4 �� T -5" INLET TYPE ORA TE -17, 70 0) `. (W)INV.-11.54 (36 (S)INV-11.54 (36'v) D-160 STA, -28,3+00.00 (51,00' RT) TYPE "d -S' INLET ""00 GRA 7F= 17.70 01.1 ""0100,001,00I (N)INV=11,44 (36-) (S)IN V - 7,28 (J6 4N 000, STA. -281+511 (6J,99' Rr) TYPE V MANHOLE RIM -170 (FAW)INY- 12.50 STA, -28.3+01.04 (90,81' V0' MANHOLE RT) % RTYPE 17 IM- W :.A (E&W)II 12.40 STA. =286+61.08 (91.86' RT) A 0. TYPE V MANHOLE 0.--- - RII 17, 00 (E&W)INV=10.50 0 0 I.. 7 BENCH MARK TBM 278+00.00 (175' RT) Survey St SET I.R.C. STAMPED 3915 ELEV. 16.89 Q STA, -280+00.00 (54,75' 36" RCP FROM D A2-2 TO D -AJ 6 J 4 =12,13 STA. -266+00.00 (54.75' RT) INV -T71ST77MT=V E,�� ""WNW 41 4".1 -NWI 000"M -own"" .... ...... - - .-- TO BE RELOCATED =IN0-0 V. 7.09 qJ6v CAP FROM D-16 TO LAKE 0 STORM PIPE CROSSING DETAIL (n Its) 26 26 24-- 24 PROPOSED GRADELINE LT do R F CONTRAC- OR TO DEFLECT EXISTING WM UNDEI PROPOSED DRAINAGE PIPE 22 22 t4-T0__D-t6), VEE 9i !Efr U6 OF Ul 3. 01 DA -2 D-16 20 20 7- Q-1 4 A2- EXISTING GRADEUNE -A 18 ------------------------------------------------------- - -------------- --------- 16 LAK) I I) ll- AIN (AppoxImate Locotion) --------------------- -------------------------------------- ------ 1 --------------- 6 2B-5 L E IR C P 9 P 173' ----------------- FROM D -Al rO D -A2 - ---------------- 14 A, -A TO nA2-2 14 FROMQA2222W J6*RCP 0 0.12X 2 To D -AJ A dAdW F J6 -)I 0.10X 195LF 39OR -1 T 0- FRW D-12 TO D -IJ FR tj 12 -0-M D=- -TO--D--- INV,=12,50-1 INV. -12.50 INV,-12,40-.IZl INV.= 12. W 10 1NVl ' .W10 INV=11.73IW A BOTTOM INV. -10.5/ -INV.-10.5C STRUCTURE110LF 36"CAP 00,2 X 8 8 0-14 FROM 0- 16 TO POA' D . U- BOTTOM OF'*'� ca STRUCTURE 6 D-16 6 75 --'\-INV.-6.80 FR INI 4 4 N C) ()6O 1 . 1* - C) Q) 0j 00 ld to 0; 279+00 280+00 281+00 262+00 283+00 284+00 285+00 286+00 2871-00 Cbunty Road' 512 STA 279-1-00.00 to STA 2874-00.00 SCALE. HORZ. 1 "=40' VERT. 1 "=4' 9649P3-1 DRAM c,j,F, nut to oil documents which bear the copyright LAN Ok ILE :f Mosteller & Maier, Inc. is seated soWy in DESIGNED M, F. C. mosteller & Maier, Inc, These documents are MASTELLER & MOLERI, INk; 0 provided to the owner solely In connection with this project. Any other use or reuse of these CHECKED S.E.M. documents or any reproduction, display, sole, or therm disposition of these documents by anyone 1-1 C,R, 512 ■Improvements is expressly prohibited without consent of DATE 08-05 a All CONSULTING ENGINEERS Mo5tcllcr & Maier, Inc, pursuant to the Federal AS NOTED CERTIFICATE OF AUTHORIZATION NUMBER 4204 h a s Copyright Low." S I W I CALE e 3 NO. DATE DESCRIP'nON DR/APP 1655 27th STREET, VERO BEACH, FLORIDA 32960 SHEET 15 Of 89 (772) 567-5300 FAX (772) 794-1106 ORI'DN INDIAN RIVER COUNTY - PROJECT Nq. 9611A @2005, MASTELLER & MIDLER, INC. STEPHEN E. MOLERP.E. 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Ill e-� 9 I . , TDO documents or any reproduction, di play, sale, or - - - . ;�11 other disposition of these documents by anyorl - - A Is expressly prohibited without consent of DATE 08-05 - ; •C*"* vem---ents - - CONSULTING ENGINEERS " ill � Mostellcr & Molor, Inc. pursuant to the Federal - - I Copyright Low.' SCALE AS NOTED - M CERTIFICATE OF AUTHORIZATION NUMBER 4204 � - . NO. DATE . DESCRIPTION DR/APP 1655 27th STREET, VERO BEACH, FLORIDA 32960 * * SHEET 1 6 or 89 - . - . ORIDN I INDIAN RIVER COUNTY - PROJECT NO. 9611A @2005, MASTELLER & MOLER, INC. STEPHEN E. MOLER,P.E. FL#33193 DING NO 9649 - .- (772) 567-5300 / FAX (772) 794-1106 ill - I REVISIONS / I 1.11:l l l �', l., , , , , , l , ''. ll. , l . l��,:ll W""! 'l�I'llll''''.,.,�'ll 1. 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C75 8.00' 118'44'11 16.58' C81 88.00' 32*30'27" 49.93' (N)IN V - 1J. 6J 40' 0 40' 80' C76 8,00' 115*29'12" 16.12' 1 1 C82 88.00' 32'22'31 49.72' 04 --- WIN V m C77 88.00' 35*53'40" 55.13' C83 8,00' 115'07'04" 16.07' (TO REMAIN) (TO BE REMOVED) JJ'- 18 * RCP Iff TH C78 88,00' 28*37'08" 43.96' C84 46.00' 50*57-4" 72.79' GRAPHIC SCALE 46 45-36'l W/ UES (S)INV.- IZ59 (DRAINAGE STRUCTURE) (W)INV-17.16 (N)INViii, 17.29 (4IIES) OE)IN V. =I Z24 01 SEBASTIAN HIGHLANDS UNIT 5 15 2 REMOVE BERM FOR REGRADE & REL ATE V SIDEWAPASS EXIS77NO SWALE 72X 7HROUGwl BLOSSOM DI TCH EXIS77NG 20' DRAINAGE (CITY OF SEBASTIAN MA 7CH EXISTING 77NO CONS T A E. S. PER EASEMENT (TYR) SWALE WA Y F. D. 73' .. .... .... .... . O,�. INDEX/2 CONS T A E. S. PER EXISTING SWALE_7-�:.___,_ EXI.'-77NG RIGHT -OF - '1 F. ....... .90.. I .... .... ...... INV-IZJO -Not- -Now -NNW -------_----_- - Z CONST 6' CONC. SIDEWALK (TYP.) $0 !_D EXIS EXISTING RICH T- OF- WA Y CONS77?UCT 328LF CONST 6' CONC. SIDEWALK (TYP.) -n_ 24 "RCP 0 0,12 X CONST SWALE 0 011 . . ... .... - - - - ------------- (s0c_ SLOPE_ S., EYJS77NO LANIOSCAPE VERY I -K EX3MG tANDSCAPE' BERM ti (DO NOT I$IURB) (00 NOT DIS7URB) EXISTING LANDSCAPE 7, 77, - (DO NOT DISTURB Z'17' > EXISMG SWALE Z 0, 4 2 (DO NOf DISTURB) CONST, 8' CONC. SIDEWALK (Typ-) Oly C74 N Q _j TYPE IF CURB & GUTTER 00 i 50 : OK 0) It M j FLARED END SECTION _j 0-71 1 . -Z - '�? 06 N _j END F) y ` N -A + P.G.L. LT § I +(Q +6 .9 PER D. 0. T INDEXI JOO N 1 "A, r< N t\,4: I" _:."_ - (0 to _j EXISTING ROAD Wilk 00 C78 + -i SHOULDER EbGE 00 TO BE REMO WD 1K C75 (1� cl� V 'r V 7 4 4 C82 6 N'• 15+00 3.3 + 0 Q •FR -EDGE,326-1-00 327-1-00 3,2B eO 3304-00 Al S, 11 1 LLj LL CENTER V) -------- C83 "P SHOULDER EDGE' 1�" 111.. CEN TER LINE N J823'2J" E ------ - ---------- C > SHOULDER.EDGE SHOULDER EDGE- %06 EX/STING ROAD C77 L lr� Lo (712, BE REA40 VED, Typ 44. /�a �VA/l . .. . .... ....... E 1,•I EXIS z � Q: - Q: Q0 N f TO �w 4- zo SH' j" 0000 ..,___V0A_ -.1-1 1—- 11-1 1 _.� : J4 r -END TYPE "l LE to (Wmtf de (W I I&M +01 4j to Vq Q: --FLARED-- END rfi�nl C 7) P.O.L. RT + 0) 11K 334+00 CONS77?t 36 _Y F SURVEY (A 335 00 +4) V) 00 +_ EXIS I_ . / PER A 0. T INl 300 k) __T - EXIS77NG ROAD TING R tz I F_ I I - jf�lj in I - # 1A4 -2l I - I I 1 0) "0 331 +00 +6 32+00 333+00 7-0 BE REMOVED 22j-�P) r (� BE 328+00 329+004'.(3 (Q 3 326+0 .,32 00 SURVEY 3,3o-�bo -no 4 (I fi?.4,SEL114--� to 01 *AS REL OC47ED--EXIS T ME 9� + to + ®SAME ELEVA 77ON IN . ..... N V1 C84 DIVURV) 100 2 46 041 r414 41 A (DO NOT +to C79 was CONS A4,E, S. PER 2 44, 00 22.40 "'O'T 027J Lu t \Zj, ------ - ................. CONST. 6' CONC, SIDEWALK (Typ.) _- --- ---- ------- EXISTINAC- RIGH T-Ofi`r ---------- T WAY 0. 2 *9 ',',Il � , , C, tN ;C82 4 C8� C 7 L7C _81 N '7N0 _R A E �7_ R VOVED, < 335 C - \NSA 00 CO "I S .0. � FD N6& Y TEMPORARY CONST EASEMENT • 21.60 NDIAN RIVER COU�0 V MEWA K CANT 4L POINTS MlscaLANEOUS CON7ROLP0VN REMOVE EXISTING A4,ES AND 18* R.C-P I TO R. O� W UNE. FURNISH AND INSTALL BENCH MARK EXIS77NIG CONCRETE FRQA( R.Q.W $IPEWALK (7 P) Y, OR TH COUNTY 0511 STA. - J29+56,11 (102.6,5' LT) TBM 326+00.00 (144' RT) Survey LINE TO NEW SWALE. CONNECT NEW 18", (D STA. -J26+95,48 (61,02 LT) BL 51 17 LF OF 18" RCP AND AES (DO,NOTDIS7URS) 6*1' LT) SE R.C.P WTH *417ER,.i.t BENCH MARK -�(WNECT t 7NG T NAIL & DISKSTAMPED 3916 R.C.P TO Ek7S77NO 18 C r TO EX/STING PAWdSNT To PA T O SM Q27+6a,64 (62.24' LT) STA - J30+28-11 (102- / T 0, F rS OF CONSTRUCTION F 11; CON Q 77QN IN (,UIVILe. WLI Vr/iLrV,- JIU/11 1lV1V1Vr_I.-//LJ1V TO BE APPROVED0T Y', /dm ozy+411D Survey 014T CONS 7W. JC-17ON o REFER TO TURN - CON C77T TO RN uu ( ill ff y UL STA. -328+04.18 (102,44' 1- STA. 336+12.71 (102.0 OWNER'S ENGINEER. rjND U 515 ELEV. 22-22 F.D. 0. T SET NAIL & DISK STAMPED 3916 D, 0. T INDEX 1 15 �,fR F STA. JJ6+JZ,32 (101.99!).RT) o STA, -JJ6+30.00 (103.40" Li' (OFFSET LOCATION NOT TO SCALE) #V E. EDGE PA VEMEN T W. SIDE GUARD HOUSE IN FRONT OF DOOR,,�, STA, -326+95.46 (97.03' RT) SEBASTIAN LAKES PUD NinRTH rOl INITY Q STA. -329+10.92 (96.78' LT) ELEV.= 22.47 77-- Q, --------- 30 Qt,- ":L't - ... ... ....... + 28N N II it II II II 28 26 26 %Q LW W S Ed CL S: QQ EL 24 24 a 1I EL IROPOSED GRADELIAE LT & RT -0 70, + 0. )51\ 1 22 F 22 AP 7lo, r ,7o ,M +0 25 -0 ...... .76, rN ox +0, 36 MATO EXISTING LT SWALE 0 18,40 20 r-- F 36"RCP 0 0.11X EXIS 7ING GR, DELINE *ROm MES To MES 20 CONST, NON- iWICAL 7 18 18 LT SWALE I 328LF 24 "11 0 0.12% FROV-MES-70-NC-7 - - - - --- - - - - - - - - - - - - - - - - - - - - - -m---a------ - - - - - - - - - 16 EXISPIjo iI�P�FC AORCE MAIIN (6ppr)x1rnQtqL9_c_0t1_0nj - - - - - - - - - - - - - - - - -- - - - - - - - - - 16 (6PPLC�Io cattirl - �A M-TCHT tX=IS fiN 8"P VC FORCE MAIN -mq-tLo- - - - - - - - 1) -00W M4CA RT SWALE 0 IZIO RT SWALE INV. 17.30 14 14 10 I 12 12 - --------- 101 Ix- r- X 8 8 _j (.50 00 d d O z, LO -j Ot j (it: --j 0: --j at -i cc -j 0: _j Cc -j cc --j Cj: -j Q; 0) W) 0� 6 __: _j CN I-, (:F) N N wc� to CN to CN 00 CN to P) NCO 0i 0) CS 6 C; Q) _: 6 N_ CN N, "I N ic.�, �� CN CN CN (N CN CN IN 00 C.1) CN 2 N NN NN NN N N� NN NN NN N CN NN Q N NN NN NN NCN NN 324+00 325+00 826+00 327+00 328+00 329+00 330+00 331+00 332+00 333+00 334+00 335+00 836+00 County Road 512 STA 324+00.00 to STA 366+50.00 SCALE. HORZ. 1'* --40' VERT, i 00=40 964985-2 DRAWN CJ 9,1VER "Tille to oil documents which bear the copyright PLAN & PROFILE of Moateller & Motor, Inc. is vested solely in DESIGNED MFC m 0 Mostatler & Maler. trio. Them d"uments are MASTELLER & MOLER, INC. 0. provided to the owner solely In connection with this project, Any other use or reuse of these CHECKED SEM documents or any reproduction, display, sole. or �� �• C.R. 512 I84rOVVP_m__ents other disposition of these documents by anyone isexpeshibitedwithonDATE 08-05CONSULTING ENGINEERSMostellor & Motor, Inc. pursuant to the Federal Copyright Low." 1 11-25-05 REV END OF TYPE F CURB (STA. 327+60) PER IRC COMMENTS 78/SEM CERTIFICATE OF AUTHORIZATION NUMBER 4204 Phase 3 SCALE AS NOTED - NO. DATE DESCRIPTION DR/APP 1655 27th STREET, VERO BEACH, FLORIDA 32960 SHEET or @2005, MASTELLER & MOLER, INC. (772) 567-5300 FAX (772) 794-1106 INDIAN RIVER COUNTY PROJECT NO. 9611A D Wr, NO STEPHEN E. MOLER, P.E. FL#331 93 9649 REVISIONSli',OL I 11011l, I ilt)l, 1.11 .111,1111 j. III I., 1 11 11 -I'll 1,, A, Ilk! I I I I h I I I I I I I I I I I I I CURVE DATA 0KCELLAAIE0113 C0LT9QL-E-QJ= CURVE RADIUS DELTA 40 0 40' 80'®�Pl / JARC LENGTH STA. J42+OJ.87 (101.15' RT) C85 46.00' 141'36'37 71.84' C86 88.00' 32'22'24" 49.72' Q 5� C87 8.00' 115'07'15" 16,07' G�,APHIC SCALE C88 88,00' 32'30' 19" 49.92' Q) C89 8.00 133'29'25" 18.64' 2QEWALK CON7 6�' C90 88,00' 46'30'12" 71.42' —RQL C94 51.00' 43*21'03" 38.59' <) (D STA --J42+08.78 (104-04' tT) SEBASTIAN HIGHLANES UNIT 5 O STA, -342+91.39 (97.06' LT) MA TCH EXISTING ES ELEVA TION EXIS77NG 20DRAINAGE EASEMENT (TYP.) EX/S TING /1''It, STRUCTURES EXISTING CONCRETE / E WALK (TYR) dMI 0 NOT DISTURB) (TO BE REMOVED) (TO REMAIN) (TO REMAIN) . ... ...... EXISTING TING RIGH T— OF WA Y (D --791 Z 2 STA. =JJ8+63 —JJ9+02.60IJ40+24.25 STA. =J41 i 34J+15 S TA YES 15"RCP W1 ME5 & DBI — J6 oRCP W1 YES 135�-24*xJ61RCP W ---- -- -- 68' 122� RIA4=20.14 (W)INV-16.97 (W)INV=IZ44 —( T— YF CONST 6' CONC. SIDEWALK ------ (E)IN V. =16, 92 (E)IN V. (N)IN V. = C (S)IN V,-18.24 (DO NOT DISTURB EXIS77NG LANDSCAPE BE�W 2 . .... ...... Z), EXISTING LANDSCAPE BERMT. (DO NOT DISTURB) EXIS T7NG CONCRETE Ct% -W 10 C) 8 �x CN NN 0) 00_ --jot: O J4' N In i Ct J0 CN �� 0 It --j NI tx) --j a: CN - N NLO 337+00 CD O C) N Ct 342+00 343+00 344+00 County Road 512 STA 336-1-50.00 to END SCALE*: HdF?z. i"=4o' VERT -r i "-4' EMM 'Almosmamommm� TO U.S. HIGHWAY 1 Affimmmmmmmmm'""w— END OF CONSTRUCTION END OF PROJECT PHASE 3 AT STA, 345+00.00 END PROJECT PHASE END CONSTRUCTION @ STA. 345+00-00 9649P5-3 DRAM CJ "Title to all documents 01011 beor the copyright 4 IvEn PLAN & P R 0 wro I L 0E of Mosteller & Motor, Inc. is vested aooly in DESIGNED MFC M C, Most Her & Molar, Inc. Those documents are a YP+ LLER1 & MOLER, INCO provided to the owner solely in connection with this projcct. Any other use or reuse of these CHECKED SEM Ocumenitti or ony reproduction, display, sole, or other disposition of these documents by anyone 512 Im--mvis a.pressfy prohibited without consent of DATE08/05 NEERS C.R.Mosteller & Molar, Inc. pursuant to the Federal CONSULTING ENGINEERS Copyright Low." M CERTIFICATE OF AUTHORIZATION NUMBER 4204 SCALE AS NOTED NO. DATE DESCRIPTION DR/APP 1655 27th STREET, VERO BEACH, FLORIDA 32960 Phase 3 %iEET 20 OF 89 (772) 567-5300 FAX (772) 794-1106 ORIDN INDIAN RIVER COUNTY PROJECT NO. 9611A @2005, MASTELLER & MIDLER, INC. STEPHEN E. MOLER, P.E. FL#331 93 DWO. No 9649 REVISIONS , , , � I , I ''I 1 11 � j I I 1 1. ' I I I ''I'll, 111, �'. Il— h I— 1 11 -11,1JI" 1111.01— l[� 1 11 1 1 1 Ill 1 11 � 11 1, ;1 'I'd 11 '1 1 1 jijl'� Ill 111 1,11" 7", W 1441 �r C) CN NN 0) 00_ --jot: O J4' N In JQ to J0 CN �� 0 It --j NI tx) --j a: N- -t NN to It NNNN NLO 00 111) 04 NN to N N NN N NN N 338+00 339+00 340+00 341+00 CD O C) N Ct 342+00 343+00 344+00 County Road 512 STA 336-1-50.00 to END SCALE*: HdF?z. i"=4o' VERT -r i "-4' EMM 'Almosmamommm� TO U.S. HIGHWAY 1 Affimmmmmmmmm'""w— END OF CONSTRUCTION END OF PROJECT PHASE 3 AT STA, 345+00.00 END PROJECT PHASE END CONSTRUCTION @ STA. 345+00-00 9649P5-3 DRAM CJ "Title to all documents 01011 beor the copyright 4 IvEn PLAN & P R 0 wro I L 0E of Mosteller & Motor, Inc. is vested aooly in DESIGNED MFC M C, Most Her & Molar, Inc. Those documents are a YP+ LLER1 & MOLER, INCO provided to the owner solely in connection with this projcct. Any other use or reuse of these CHECKED SEM Ocumenitti or ony reproduction, display, sole, or other disposition of these documents by anyone 512 Im--mvis a.pressfy prohibited without consent of DATE08/05 NEERS C.R.Mosteller & Molar, Inc. pursuant to the Federal CONSULTING ENGINEERS Copyright Low." M CERTIFICATE OF AUTHORIZATION NUMBER 4204 SCALE AS NOTED NO. DATE DESCRIPTION DR/APP 1655 27th STREET, VERO BEACH, FLORIDA 32960 Phase 3 %iEET 20 OF 89 (772) 567-5300 FAX (772) 794-1106 ORIDN INDIAN RIVER COUNTY PROJECT NO. 9611A @2005, MASTELLER & MIDLER, INC. STEPHEN E. MOLER, P.E. FL#331 93 DWO. No 9649 REVISIONS , , , � I , I ''I 1 11 � j I I 1 1. ' I I I ''I'll, 111, �'. Il— h I— 1 11 -11,1JI" 1111.01— l[� 1 11 1 1 1 Ill 1 11 � 11 1, ;1 'I'd 11 '1 1 1 jijl'� Ill 111 1,11" 7", W 1441 �r