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HomeMy WebLinkAbout2001 - (#15) Phase 3 Plan & Profile Improvementsrl GRAPHIC. SCALE 40 ;QD i ih) I . 5 CURvEDATA a-5 PROPOSED DRAINAGE STRUCTURES. LT p-77 STA. =288+20.00 (49.00' LT) D-19 STA. =288+20.00 (49.00' RT) E-19 STA. =297+60.00 (56.12' RT) O = 52' 00' 59.58" ( � TYPE 'P-5" INLET TYPE "P-5" INLET TYPE "P-6" INLET L = 1891.07' GRA TE=16.22 GRA 7E= 16.22 GRA TE=16.39• " - •a, '`y `?: " (S)INV.=11.74 (18") (N)INV.=11.55 (1,8" (N)INV.=11.94 (18 ) - T = 1016.31 - \ �.i r (S)INV.-9.55 {2#" R = 2083.00.., � _ `~.-0, p-1 g sra.=2s8+2o.0o s' RT) / Pc= 275+70.80 Q Pc�275+67.70, 1.02 LT ° �� D.B.I. TYPE E IN Er E_21 STA. =297+60.00 (56.40' LT) \ - - GRATE=14.35 p_20 CONTROL STRUCTURE yi E-20 STA. =297+60.00 (0' RT) TYPE "P-6" INLET Pi= 285+16.04 Pi- 285+1.60, 8.37 RT (E&WINV-1380 SLOTS) " " D.B.I.TYP "E" INLET �- , ) " (SEE POND L7 DETAILS) GRA TL� 16.39 N&S IIV =11.64 (18) SHEET 26 OF 89 GRA TF=1 .91 f " Pt= 294+61.57 8 Pt= 294+63.55, _CL 76 LT ) (E)lNv.=11.72 (18 <.; . f (N&S)lN =11.83 (18 ") _ V. - � (E)IN - 1 83 (18") _..........-.............-...........(S)INV....1.1..72....18',.................. P A C E •, E N BRIDGE 0 BE�J�{ ✓� �;® 13h'IUGt !� �..# BAIRIERG (SEEEROSIONSON :::>: > N4:::,,CLEARING...AND:;.RIjSBLI:::': = . PROPOSEDc TA:' 294+84.32 . 2.25'LT _ N OL DETAILS SHEET S �, CO. TR ::r' �•'_`. ::: :::::::........'.. ��: R/GHT-::; :::::::::::.::::::..::::._..............,....................................... OF -WAY \ >- 4 Z5 RT 81 % OF 89):::............::::'i:::::'i:iia;: i:,: ,j% _- :;,:::; ::::G:;; :;:::; :':; :::;;! - STA. '294+fi1.68 ( �� _ ,, 1p :::::::::::::::::::::::::'::.'.':.:'.'. 1 .\� j - •� -�`I iv,•..•Vt.iV •..•i..+tJ L•Yr YY Yf•rYYYG.,o f• 1' - - - - D ` /�� 7��/ • COMST ]41 f S PER''--- ` �•S. / / y,. F. D O� T .NDEX ,> E<� - END. BRIDGE INI/_3 v19:::::::;:; -� �� ::::::::....::: .........crTTOM ire �) �- .� Cpl rc y /„� • , -; ..-..,, .,.....:: i::. •:.-::::.::. til Vt K5/(J (C�? 'BRIDGE ........ -_-. -� f �J ar � STA. 297(42.251 � 1 CO NECT G ARDRAIL TO BRIDGE +26.65 T) , wnr�) r N CIAI Gammw- - � C RETE ARRfER WALL $TA. 297+04.01 (4I2.25'RT) _ uCT10N �� �1'I _ 5 E DETAI IN BRIDGE PLA - -LINE �� 5 E 810 OF 812 �� FC. w' 9 EXISTING R GHT- -WA 17J !{ ✓ tel` X O , R W/ SPEC/ t td7t'DRA/� - 0 11��. �,Y ' f -` `j ` "x'`\ " t .�t''`,1 �a ~ t.` 1. / `x -- - - ---- - -- .; PER AL SAFE'zy PIPE- \ ``";t a {` 1"•/ ' : ' cam- `Irf.d].l:1JE. %• ,-fie :+4 •� 7 FOOT INDEX 4 E �/L CONST. . r` ri �. 2:.- , x % :. F , - r t kf .�� I `� ; �-- C _,STRUCT 154LF 0) 1C ;, ; END ,gNCHORAGE,1� 00 W/ N ASPHA 2' CONCRETE o 3 BEGIN APPROACH SLAB'S BR/DG �� - <'f'` !. \ ��'` , ', "�:<' t '> �_. r<� t . ` �r : rr"NoY -`'. ;,,; u� ~i 18"RCP ITT89-` �V O TYpE 2 LT STRIP AR017fivD t- E IF ) r �' ,: . < > _ , cta. , �,!, - fy�'.:� 1.�. . Its ,PAL ::� �� ' GUARDRAILS to o STA. 294+64.28 (42.25"L:TJ -` : (� e ,w }wee ��,sae+we:�a x k [„r CONSTRUCT 60LF V (TYP/CAL t1 eo ..... STA. 294+41.64 (42.25 RT) .':� , , x r�..::, ,'� >. 18 RCP'- 0 0.18% l OG --•^, - .. ,. -. - _.i._.,-.,' _ I r� i tl rt � rY } ! r' lt'✓�Xr �' ;`', .��:,. � � u.. -�.,. Y ti l' t �f Pz n y--- - _ _ }� gUE � --- • • � ... ;,. _ 9 - r ����` x.. � - `�; x SHOULDER EDGE. fj r� ... o RVEY - - EXIS \ h. i �s'� yc CO .._ - 71NG GUARDRAtL R =; v``'•,; j ^` �l \ r i �;- r, , k 38 1/ 927" C , _ - Q - I B REMOVED TVP. /'��''" k J� � �O 2-t v.= CD ( )v I' L NST. MED/ - - - --- -_ r= -r �r •�+_ - E ANG - -_ _.______' - - - -•- �--- ; .- U�4ROR r# - i - D PER;400-1 . FOOT I esiocE. ' `x r 1-�aC'-' AL INDEX - : l' �. k.,'Y ; ;% •� ;. E S1JGT 60LF CONSTA3111L_�UARQRA/L s x _ f - j/{j� j/ �]fwg, /j (�t�j LY l i11!»..+ ,.,>' f' `rW -\ E,- / - '�B..I YT ,VJ� 7'F N. ) `t ;`t f't i- .`- �I ..- 1 _ ., PER FOOT INDLvX# 4Dt QULDFR EDGE r v - b 0.189 . i x ='�,_ ONST. \ ... TYPE NS S - •- - ... - , - -•- _ o T. REEL � ._ . „ , _- � GUA - -- ,. t .:;i �_.< w & G .. RRA/ mow.,----- C � �1 . � _, -.: � -. , , '� , : r' ` � .-, "---' - - Cw UTTE _ / EC �_ • .- -. .- :. .: ., .� - , ,-� `x __._. .__E .AP ROACH_ SLAB i �G- F� <•, r ., .; IAL SA ! _ ✓ , f _, .x _-._..._ _BR1D E_C , i- --(TVP/CAL) s._ . N SAFETY P/PE��A/L r �' r v -✓ 'f :/� -� sr • .,r=�. '�`',< ';r'Y:1 \ �='fY � ,,.t ";� �,-�,,;�- N(�y P. _ (�s PER i. .Ic,r=t�.`: platt>e� r _ ._. 1T. - FDOT / 1 i' x�L {.* \ ; ..r '; iY NDEX 40 i �- � � Y,'` •� . - . � . r'' �re see4is.ae.<. -�`;K -• ` STA, 45.�w . .�42. a �--.,.: >•O (%7/' : ..�, �aGi - t,ee:' , 1RT),- SEE.._._--...-..._ < - - ) r` _ - STA. 1" X2_4..05.. 42.25 =ll -DETA/L ! / , a Y�.ee e -,FN. r.: o ka44 a \.- C - - - _SHEETV. '. , .� �' tr �, .! ,� r, ., �1. -{ S x _ 8 ry` , iti. Ah ;A� RID - ~- _y:,�j y'p }: 5 4 F�`1NG RI .T �OF-WAY V INV `yptt Y�� -��- F k �, r v._ r� X!S �< Jr, .�` J, X ` 1 1 , J i �, � - � - � Q(1, � � �,�-- POND ►►D;, ;, No P j - - _ ,� p/p�- ;<1. �✓ '� - ; is E SHEET 26 OF 89 FOR', DE ILS) '`' •� Ci � , , _ '� 4t ONN CT TO BRIDGE • G r - r • �' (SE F? ' CONS . �7 Ci; ARDRAIL POS P� 5tt CO Gr Y l SEE RIDGE PLAN FOR DETAILS J r T i PROPOSED RIGHT-OF-WAY - t _ IF, �#p 9 P �� C• LABS EX (�{�AR l �FDOT STANDAR INV =8.00 '' (SEE POND "O' DETAILS) L - • - - - - r INDEX' See Sheet S8 of S M CH SIDE SLOPE INTO ( ) C NST. CIAL GUARDRAIL (J" MATCH PROPOSED CONTOURS -� - - . / t / { ) _ ROPOSED BRIDGE RIP -RAP TYPICAL ®4 CORNERS POSTS 0 INLET E-19 PER FOOT -- CO S L f 'CON RETE SEE SHEET 26.OF 89 FOR DETAILS) INTO EXISTING GRADE - j 'IN Sheet D\ OF BR/D - - SEE BRIDGE PLANS 0 (See t of,-S8J �Sj; l (TYPICAL) i �• �o FOR RIP RAP DETAIL) EX 40 ee S8 > f o f '` RAILI.TYP CAL) C NST: STEL TYPICAL 4 PLACES) �1' ` ti 0 GUAti'Qr�'AIL - rf SIDEWALK. GUARDRAIL AND HANDRAIL CONTROL POINTS I ; w/ SPECIAL sAFETYPIPE,tAIL ` MISCELLANEOUS POINTS PER FDOT INDEX, 460 (;tYP) n- CON,BTRUCT ALU„�' INUM PPF' - T 15 STA. =294+55.41 64.75' RT) 2 STA. =297+31.00 (58.25' LT) g -STA. +30.71 (12.06' LT) �SEE DETA/L SHEET se OF S8- E AlL f FOOT IN Ek: f520 64.75 L ETAI H '. 0 ( S EET 00.0 S , 8 STA. 298+ © F S8 =291+25,00,'(60 - EROSION., -CON cJ 85 LT O ,- . O1 STA. -291+2.. �u ,t ) 0 _ 0 2 STA. =291+50.00 (64.86' LT) O STA. =288+85.58 (58.75' RT) 16 STA. =297+00.00 (65.94' RT) © STA. =297+79.79 (47.75' LT) ©0 STA. =294+68.21 (17.75' RT) � STA. =288+77.41 (47.75' RT) _ EROSION CONTROL {�12) _ r„ T 10 STA.=289+05.02 58.75' RT 1 STA. =297+50.00 (67.54' RT) 4 STA. =291+50.00 (51.10' RT) 31 STA. =297+20.07 (17.75' LT) STA. =289+14.41 (47.75 RT) �; BARRIER {SEE EROSION1, - 0 2 (SEE POND DDETAILS) 3� STA. -294+00.4,�� (64.75 LT) ( ) ® © O CONTROL DETAILS SHEET i " I' 1 �3) i 1 (SEE SHE 26 OF 89 FOR DETAILS) 11 STA. =291+25.00 (58.75' RT) 18 STA. =297+75.82 (64.75' RT) 0 STA. =294+9.57 (50.25' RT) STA. =297+00.28 (56.16' RT) %' 81 OF 89) 4� STA. =294+50.00. (67+10 LT) Q 0 r A' 12 STA. =291+50.00 (62.55' RT) 19 STA. =291+50.00 (50.75' LT) © STA. =294+57.29 (58.50 RT) STA. =297+6i) DO (56.12' RT) Qf / �� � O STA. -294+9. ;.�f. (6: ,7J LT) O 0 STA. =294+39.11 (50.10 LT) STA. =297+02.10 (58.30 RT) S STA. =297+30.49 (56.25 LT) ` 6 STA. =297+33-.� _l (65.75' LT) 13 STA. =294+00.00 (62.75' RT)LLJ / 7O STA. =297+75.60 (65:75' L) 14 STA. =294+25.00 (66.00 RT) 21 STA. -294+88.83 (58.50' LT) ® STA. =297+50.56 (60.00' RT) © STA. =297+60.00 (56.25' LT) O - - - o � 24 N C)1. \ x 24 I� CQ(6 N I I N 22 NIF -JI -- :� 22- -w -Lo --- -- > J Cn - 2b PROPOSED GRAD `-LINE LT & RT V 5 � 20 - - E-1.8 , E 21 S: CL� 1 - -0.289 I ---- -3 - �� 8 D-19 „ 18 - a -0.;319 6` 116 _ - 60LF 18"RCP ® 0.13. 18"RCP 10 0.189 48LF 18"RCP 0 0.189 EXISTING GRADELINE FROM D-18 TO D-19 FROM E-20', TO E -?1 FROM E-19 TO E-20 14 1-60LF �N1(- INV.=11.55 14 - 1 12 115LF 24"CAP - - - - - - - I - � 54LF 18"RCP ®0:189 ' " AP ® 0.50 FROM D-19 TO POiJD D FROM E _INV.=9.00 � ----- - ' ��� INV.=11.72 - - - -- - - ----_ - --------.------------------- --- ----------------- I INV.=11.4 10 - - - - - - - EXISTING 10"PVC FORCE MAIN (Appro timate Location) . - - _- _- - - - _ - - - - - - - 10 INV.=9.55-------� -- ---------+---------------------------- --L --------------------- EXISTIN - - - - - - - - - - \ - - - - - - - - - - - - - - - - - - - - - - - _ 8 O co ,4 , 4 2 Cu 2 ---- •- -f I `- . ro _ O g C� - L I C)l k 29�+00 2 County Road 5'12 I CO -- _ roz . X 2 -Q -2 w `` STA 2S64-50-00 to . STA 295 +00- 00 r SCALE: HORZ. 1 "=40' VERT. 1'=4' -4 -4 r ! NN ON 00 t� f�h I� N f� O I< I aap a -�� 289+00 290+00 291+00 292+00 293+00 294+00 295+00 IL ro 296+00 297+00 298+00 295+00 287+00 288+00 DWG# 96493P4 7 DRAWN CJ U) gI�ER PLAN -�- PROFILE �>� -Title to all documents which bear the copyright of Mastd!er k Moler, Inc. is vested solely h DESIGNED AFI C C1 Mastel!rI k Moler, Inc. These documents are - C' M MASTELLER & MOLER INC. W S DATED 03-28-01 VN/EHM O CH E L 4 APR -01 ( I. R.0 COMMENT ' q~� �� other ion oi�the ie! d currents b theor se DATE Q C COMMENTS DATED 1 O- 16 OO VN/EHM _ _ Im___provem___ents other d or any f thea ction displays e, yoECKEDrn 3 FEB -O 1 !. R. C e R s 512 CONSULTlNG ENGINEERS z'hdocn a a e anyone� ! " • � M P" ~ �Is expressly prohibited without consent of 12-99 0 2 SEP -00 L.B.F.H COMMENTS DATED ;.08-28-00 VN/EHM v - Hosteller Ec Mder, Inc. pursuant to the Federal �(� - Copyright Law." �� A QW� SCALE 0 1 MAY -DO I.R.0 COMMENTS DATED 01-04 1-00 VN/EHM 4� Phase 3 �r 4 • T NO 9611A C_ 5211 Okeechobee Road ��' SHEET i6 of 89 DESCRIPTJON DR/APP Vero 14th AVE. ORID� INDIAN RIVER COUNTY PROJEC N0. DATE Vero Beach, FI 32960 Ft. Pierce, Florida 32947 - e ©1999, MASTELLER & MOLER, INC. STEPHEN E M 0 LE R P E FL#3319 3 9 Ph. (561) 567-5300 Ph. (561) 466-9200 4 u R E �/I S O I V S Fax 561) 794-1106 Fax (561) 466-9230 E. . . Dwc No g6¢ ro I I i r : 0 : . ; I . . . a , � I I I I 0 ­ - � ., , �- . I I I - � qP96 . ON �AO I I : ­-� 1 26I[�2#lj '030d 'IdMVI T N3Hd31S 'ONI '8310il V 83MISWI1 '66E5L@ . � . 619 -10 ZI A31HS I " I OCZ6-99t (Lgg) XDJ 90U-t,ft (Lgg) x0i I I � . I V1196 #i33r0HcJ - .AiNnooH:4A1H NVIGNI - , -Oluo 00,-6-99t, (M) 'Lid . 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V�11, CY 0 c tti G rQ In CZ, 1.0 .0 M .- L LL_ CM 3 C 00 IZ to 41 CD U� L.; u: .i m CU to no .c_- C. CC. Cn v LD M ./ C a PROPOSED DRA/NAGE S TRUC TURES I E-1 STA. =323+00.00 (50,85' RT P-2 STA. =318+34.89 (54.97' RT) ,O) ) E-5 STA. =320+39.45 (56.79 LT) E-8 STA. =314+00.00 (0 LT) � 8-1 STA. =314132.20 (118.25 LT) TYPE "J-6" INLET (ALT•A - 6'0) � TYPE "✓" MANHOLE ALTA - 6'0 � D.B.I. TYPE "Co INLET TYPE J" MANHOLE(ALT<A - 6'0) CONFLICT BOX GRATE =19, 49 ( ) RIM=19.6-* RIM= 19.00-* il� t (N)INV=12.64 (36") RIM= GRATE =18.00 " (E)1NV=13<73 (30") �!� 4 0' .. �_.. _. ,4.� 8� l (N)INV,=13.40 (24" (N)INV-11.29 (18) " (N)INV,= 11.75 (54") �I (S)lNV =12.64 (36') (S)INY. =13.57 (42 { ) rN� (E)INV.=11.90 (42" ,>) (SW)INV.= 11.65 54" W INV•=11.90 42" E-9 STA. =314+00.00 (56.75 LT) (N)JNY.=13.57 {42 ) E-2 STA. =323+00,00 (0 RT) O ( ) O TYPE J" MANHOLE (ALTA - 6'0) B-2 STA. =313+61.10 (86.06' LT) TYPE "E" INLET X E-6 STA. =317+00.00 (49.00' RT) RIM=20.19 P-3 STA. =318+34.89 (54.95' LT) RIM 20.20-* GRABAFFLE BOX PHIC SCALE GRATE =17.60 TYPE J-6 INLET (E)INV,=11.09 (48") O CONFLICT STRUCTURE SEE DETAIL) (N)INV• =12.58 (36 ") GRA 7E = 18.79E (W)INV• =11.09 48" ( (SW)IN = f 1.59 {54 ) (S)INV.=12.58 6" (N)INV.=11.90 (18") ( ») R/M=19.61 (SW)INV=11.59 (54") ( ) (S)INV =11.09 (18) (S)INY.=13.5 (42') US TING DRAINAGE'. EXISTING DRAINAGE E_3 ` STA. =323 0.00 .24' LT) E- STA. =317+00.00 (49.00' LT) P-1 STA. =319+84.27 (55.88' RT, (N)INV•=13,5 (42") P- STA. =313+38.33 (75.08' '-T) TYPE "J " INLE (AL T• A - 6'0) � TYPE "P-6" INLET (AL T. A - 610) TYPE Y 20.50 MANHOLE CED 4 STA. =318+.:4.89 (74.04' LT) R TYPE 20 2(iANHOLE (ALTA -610) STRUCTURES S TR U C TURES GRATE =19.49 GRATE =18.791 RI !NV• =16.63 � TYPE "✓" MA knini Al 7'A - 6'0) {NM=20.201.57 (54" (TO BE REMOVED) (TO REMAIN) - " - " ( ) (S V -12. 3 (36) (E)INV -11.71 (42) _ R/M=19.30 )INV.= 03 (42") (.S)INV=1,1,71 .(1.8.") -- __(W)INV.-15.75 (30) (S)INV.=13.50 (42"'' (SW)INV=11.57 (54 ) 76'-48"RCP: W/ CONC. END WALLS G�/ (W)INV•=11.21 (48") (W)INV•=13.50 (42�) � X,--, . � 50 34'-18" RCP W/ DRAINAGE STRUCTURE w I 41 40'-15 "CMP W/ MES (S) INV. = 16.95 �� t s; �/ /� 4 20'- 5"CMP W/ R/PRAP 1 42 ,2 ''-24"CMP / e - CONST M.E.S. PER EXIS77MG 20' DRAINAGE SEBASTIAN HIGHLANDS UNIT T 5 END LS O 1( INV.=? / l FDOT 11VDEX 273 EASEMENT (TYP.) (E)I)vV, = ? �C/ /91 .., / �,n / IN =11:0 ,--- BL OSSOM DI TCH I CURVE DATA I I CURVE RADIUS DELTA ARC LENGTH] C49 42.00' _47'25'09" 34.76' 1 C50 15.00' 86'35'17" 22.67' 1 C51 15.00' 130'45'22" 34.23' C52 42.00' 49'20'44" 36.17' C53 88.00' 31'18'58" 48.10' C54 8.00' 149'06'06" 20.82' C55 8.00' 148'40'50" 20.76' C56 88.a0' 30'54'24" 47.47' SIDEWALK CONTROL POINTS O STA. =311+81.83 (64.75' LT) O STA. =312+31.83 (52.75' LT) O STA. =313+44.00 (52.75' L T) Q STA. =313+56.00 (52.75' LT) O STA. =316+8397 (52.75' LT) O STA. =321+86.44 (52.77' LT) (D STA. =324+00.00 155.26' LT) ® STA. =312+52.59,52.75' RT) O STA. =313+20.68 52.75' RT) 10 STA. =316+83.97'52.75' LT) 1 Is expressly prohibited without consent of I y ?,. <'- MISCELLANEOUS CONTR01- POINTS 11 STA. =321+86.44 (75.06' RT) 12 STA. =324+00.00 (89.62' RT) 13 STA. = 312+62.50 (82.81' LT) 14 STA. = 313+ 18.33 (87.16' LT) 15 STA. ze 313+35.37 (47.75' RT) 16 STA. = 313+63.37 (47.75' RT) REGRADE EXISTING SWI LE 0 0.27. : _.-._.r-.__.:�- r c - . ___.__ ,,_ _.�--- ..... .. ________._ _.- __ ____. _._ .< -____ __,______ - . . . ---� - - --- . , a r r - .. • ._. ,<, .... .. ,+:0.i y+:_�. C' I:t- . .1 , , ,. ..: r , a. a .. ,. ... > •.. s , F,r.� - ..la- ,a 11 z i., i �'4 i • . t i .. � �t--. . , ,. �C C �L7 if B - : r , , . :G'CY : 117.. t OOH X' ., . .:. , ... ... - „ se i • .h rte, - i � M P R N A � t r /..7'tilY�.v .W. t Li. r. : t A .. .. .. > _r .a a =>•-• :Y- - ,•, } :ir:: >2 _ j , ,.�.W D �j7� •r+� ,,�/[� 4L v , i a/{) 'i,a+ S. :. , . :. , .. i r <.... ^ . ,_......:.. .. :t'- .��=�=qtr :,.,: ,. . h, .. a , ♦. s .. .t , ;_ - - 'j•_ y is ._y „ ,. . ,. S ,. , Z.. r • s .t. .. .. ,. }f•�jp� .�tr!y� a r ♦ ''i ,I e .. .. .. >. t• _ .. r _ • .... . _ .. _. <'i�b is •<.r >;'r4 . r ' - .. .r _t r- '.,t O a> . , < ,. _ < • �: .. a .. :. b , . .. ... • 3• t . ( ..6. t- >" tt'� ••+ i : ., : .., v . ., _ .. ,- -..-. 1.,Fox:-`�`, N j F. r p 2' V 7 ,.. x .- , .., i ... , , . t , Y • .. ., , r a t. , ..,------ . • .. d. r _ .. x .. r ., ....,_ _ ,.. _.. t . r<: .. r • :,. 1. t• -ro �• t. a i .•vi -n ' J. .iw aC:yrF _ .:y. < 1, 'r i!:V L �/99 f ,,>>rr }•� efi . .. • v .. -.. .. - ""..,.. 'fin r ,.1 e t, e. F P , ;'. r ,y��+' �r { yet j•+ , ,. 4!t' .. t: h �-` t,� �t, r. .. ,. X .. , <. ,. .. .t i °t; '�1-"->- ,ti' - •,� r • _. : 1., : .. ,». x_ ,.. a ., ,.: .. .. .i- •.. a_ .. ,-� Z .��- �•'��--",�:" . 1 _ .x < _ x .. .. , . < +. r < c .. , ,io .. s Y7 . Ir IC � i . l'f' �y, .. , t , .., x.: -, }r a ., <, , _ , -r 2= s > Y. Y .. ... ... •. , ., . • . ,., r .. ... ..a. + .. r .. Y F i11 i. , -.ti `:. _ N :. . r �t rz =. ; �;: }. y G tRr}Y 6 =F ` ,. �;.':. 'ill C;''' c=' t , .. =: `w xt> �€. £ t t .. �. :a.,�>., ..,...... s>R oN v'�•r..oL� . >, .., {ate t , . ,.. .. s .. ♦ i .. ... .. <. , .. c. y ar'+;+� s N ' .. , i'{ a� l } �: . „- . r >`r., << r + 3F ,. .r. . ., • ., ... ., _ ti , _ • 1 , a . : t r , .. _ .. .. .. .. -it-•rye 17 �' T t�5 E'.. i tiLt !t PU y j. ,:._. ... < .. ....r .. ... ...4r :. � ._ ,. a a.• 't--_ - _ o - .;R' 24 I':0 ( 2 ; is V- a e. i _ .. r <. r _. .. _. .. �.. .: .. ..:.. + . <.. , , . .. ,- .. , , . .. , : '-^''--a << :+ter+-><•-�•<.. !ti; ryy ) 7^ZE 1. .. .. t r .. , , . , ,•, .. , , _,,..• ,•S t 7 _ .. r. a i. a t . .. ..< : : a., t. t , -- 4 I . .. r., .. t .. , , .. , . � , .,� ,. _ _ ..tar. _ , r n.1.: 11 ,. ,..... < - P �' • , t+ • r, , a YY. • > .. O _- a - t .. •. h p��.f., tet, _ �. s ti'r a. .i.1t3D1FT.. . 1G T. t�t,- �y .. lNALL a 11 ��� ,f[G-I4f1 CONSTRUCT 37 F .. .. �. , �A� .i�. ._ i t.. ..., . , • ... ,:,,, - + CC 5L �"ancO { P� T � , tF ,. , 00 3 t - - r 48 RCP 6 0.05% :. _.. _ - O - t.;_ - - r - ' - - _ - _,.^..,_,:, I ,7 Y` � - - OLk' 77CONSTRUCT 52LF ` ..• _. �lJ O N �l y w. �� �� - - _ - _ r. _ 013ST. 8' CONC. SIDEWALK (TYP.) E-7 t , O ^, C " U 26 S 36 RCP ®0.10% - Q oNSTR cr E 3 'v- - to o7 42"RCP ®0.059 ,4 � >n f 19.60" it, - .... ,, 1 j�l I A CONSTRUCT 204LF � � o 0 4 � (� 1 to �'- - - !"^ NS7RUCT 120LF 42"RCP ®0.09% rn N x C 37 +0) `:, N t,' 5 19 4/� CONSTRUCT 57LF ='} _ . zll.;`� 42 RCP A05% � ai '' - 18 RCP ®0.35% 0 sW __.•_ � W -' CONST 42 r�'�' O i� K- RB ` � f CONSTRUCT 298LF ;n I' ,o'F �®`' ; .- a1 J + E- 2 O1 r + of PER FDOT W:?EX X300 �., * _ 48 RCP 0 0.041% N£fl _ _ - - �r.- r J _ i� ZIZZ ll , v + P.G.L 1.T`-� (A + fes^ > ' P.G.L. LT fir: �'II'. v ,� v A I 3 - . - s -� _ - - - - :� I� - ._ :r, - v, } 32_ ._ ...._ r, ' -- - -. ._ /.. i r-, .. w .. , . ,. x; ' i e-�1 .- ', • :•e --- . _ - _ - ' 1'tti!- -- - _ rt»-< - . ---- -- -- ^_•}• �rF•-_ _:_t -- - , c - --- _. - - , J 12 C 7 -r r F 1 _ --� -r-s �= c Tr n 4 } -� �J._� �} t} •s:=t_ - ' � __-- `7^ I ; SOD �r� � `T � ' SHOULDER EDGE `=SURVEYi - �� -= �?, r, `-�; _ __ ., - _ ... - - ugh' -- L' `V ` i - 1 BASELINE . E-$ I N 3819'27" E N SOD I C54 �':> + �r __ I -J IJtJLut=Fc l E11�€ ' `, - 1 1 �l C56 -1 ry - - I �-- --- - i - I t ---=1i- - r i - f r - , F , -*- I � ! I i �' € " W - I �' 3 ? ONST, 82 LF DROP CURB 1 �1 31 tj + J , EXIST7NG ROAD- - 1 ' t ro _J `' 4 1 i I. ; _, ' - - I + r ! / ER FDOT INDEX #300 3-, •��aC01VSTRUC770N T J 1 +�+` � I fi_l '� l 7- � o r 7Z1 o p SHOULDER EDGE T �. a" '4 _ - �� I I rr"a,rco , , SHOULDER EDGE +�y ✓'0 4` ? _ t . ' �i _l,:qr� EXIS77NG ROAD J 3�3_�., CONSTRUCT 52LF 3� __ !-. �E } d = (OBE REMOVED, 7YP) �, N U !L ^ 0 318 , x7� C55 ,, ii 2 -r'.r : _ _. -t,f - __ _ _ _, ,a; \-i _ y_MaFr- ' ` - --- --- - ._ -_ J OBE REMOVED, TYP) _ 36"RCP ®0.12% N (�/ I 1. / . -.i� _, O �t {�s� El 1. - � T C53 ill r5, .__�.}3a_..R' �r-. _--- -'-._ ___._: .,.:a.c;+-- --F?--5s-- -'- -_- _ '". __ - -__._ .1� - _-- ---- _-- - "-i -_ _ _ :71 G' t ' -_. v (p ( a .:• . i I >/� . ' - I`!. 111 IQ _ 1_ , _ • .. _ .. - .<, , - _ "' .1 - *" S•r,b.__'_. ,_.-_` __,..-. .._,-._ ..._._ 4 F,fi._ _. ,._ _..._� __ -' -' - 'r' - - __-o �. u : r. P.G.L.T ';' CONSTRUCT f04LF `_ - r n - ,_ 9 o .�....., -; - + r; r' o " + - � - - - - _ _ , CONS °' - -- - - �, r: OLF :, ___ - .I >n < --_. _. --- - ?� �r 18 RCP ®0.18% - =,- r. ry _ - 36 "CAP ®7 8% 8 ;,o . 19.46 N d' C52 � +,� -' --- � �� _ c ---- -___ 19.26 K F.I . - .`,. <.'� Eek,- --im -•E- (�I . 10 0 _L: t N w -' - �r` • _t-�-`',6 - -- ' - - 10 _�: = -- y+� -a EXISTING SWALE 1 ._ ._,..__-_ :,. , __ __ r: = - 19.5 1 .66 1 ^ ` t _ r _ - _ t.i - +' (DBE REMOVED) 12 _____ - I 1.- -_-_,_ ,� { ,;'_ - I - - -E�;l NST 6' CONC SIDEWALK ( . __ - __ _ . iY N TYP) Wt - - _. C49 i ��, X/STING RIGHT-OF-WAY I CO S7RUCT F �_ �� s Ty C :C50 C51 I - 7FMPORARY? COJST,I EASEMENT -- £ ,� �' y I i C O j �1.,: - iPORARY CONST. EASEMENT �': I -2 + M :' iY CONST. M.E.S. PER . EXlS71/VG 50 FEET T�F L '�_' � s c ' � � ! I MlS E � o I a �` _ . C LLANEOUS CONTROL oINTs 43 ? 6 CURI/EDATA CL -6 7 CURI/EDATA CL -7 F.D.O. T. INDEX #273 DRAINAGE EASEMENT --- CONSTRUCT 138LF I �� s -`- 13 ; INV=15.76 30"CAP 0 1.30% y t4 11 STA. =321+86.44 75.06' RT) 13 STA. = 312+62.50 (82.81' LT) _' `� 0 = 5" O1' 28" (L T) _ = 5� 05' 24" RT / > w I O ( - rt C I F = ? �,; ; t } r- r %� { I 12 = D 14 = 313+ 18.33 (87. f 6' L T} r`'' �� s I _ _ 9' •' 'cr ;� . -. - ' __.__...___..__ _� __._ ___ _ _..__.___. STA 324+00 0 (89 62' RT) O 51TA �, T 251 40' T 254 6 _ _.....m__. - - _ _. ____... _ _ - t _. - _' ." _ _.___.___._ ____.___.___ _ __-_._ __ __ 3 3 , - r ' r ` ] `` '9 �, r -a L = 502.48 4 _ L = 509.04' .>u oN%/ECT T Exrsnl�ceT 2�t 1, i ' LlM'i TS OF CQI&S Ry;UC 770/W 1. 1- j ' &' 1 I ` a �, ,v R = 5730.00 ' ` �" i REFER O TUR,N`VU7 CONS/LT%N I (" CONST. ST7PAlGHT CONC. o R = 5730.00 .` i 1 �% ENDWALL PER F.D. o.T. J �-� =" PC= 316+8396 PC= 316+85.94, 0.78 RT PC= 321+86.44 f� Pc= 321+89:64, 21.32 RT r l? -R I FDOT INDEX #515 �/ " 4 O 13.93 �F l 11VIJ CL7 SI TEv INDEX ,f250 & 282 �`�, I/ < / i :r ; EXISTING DRAINAGE & 20' INV•=13.58 DEGRADE EXISTING _f �, Pi= 319 f-35.36 Pi _ 319+37.10, 4.73 RT Pi= 324+41.13 42 Pi= 324+41, X1 37.88 RT :; i . t �., I I UnLIrY EASEMENT(TYP.) I I SWALE 0 0.6% \ ..; Pt= 321+86.44 0- Pt- 321+89.64, 21.32 RT Pt= 326+95.48 a Pt= 326+96.16, 43.24 RT 30 28 1 O s N_ O i 26 _ N) N _--__ _.__.__._-.______. ..__.-__. _.._.__ .- _.- _ _ � II 11 a LQ 2 _ --- ___-_.__! i _. ______- - - ________-____..______._<___ _ �_ ._�____.__-._p.__,_._-__ 22 I CL E-9 . - 1 _ _.-__ ___ - - -- ._-_. _ -_ _.�._ _--_ - - _ . q / ../ �$ I 1 i_ . i 1 - _ _ - �=XISTiNG 8"PV O MAIN (Approximate Location+ _ - __ _ _ _ _ _ - + 14. 5 7LF 18 "RCP,@ 0.359' _ FROM E-8 TC� E-9 --- INV.= .ii.29-- i ' 375LF, 48 "RCP 0 0.05% - I __-._- .-b- - � €J - I FROM E-9 TO E -1O i _.__ V � I Cr � I 1 'i 0 1 1 j' _ _ - ; ' ll�IY LL09 - - -- � N LO G :8 I \___4N -V = f f • t, it 4 MAY -01 °�0) 0) (Z; �N rnN -0' i FEB -01 I 312+00 ; 313+00 314+00 4 MAY -01 i, I I i /.R.'C COMMENTS 1DATED 03-28-0I1 , - VN/EHM 3 ' FEB -01 I.R.'C COMMENTSIATED 10-16-00,1., VN/EHM ;2 SEP -00 L�B.F-.H COMMENTS'' I DATED 08-2800 VN/EHM 1 MAY -00 I>iR.0 COMMENTS. DATED 01-04-00. VN/EHM provided to the owner solely in connection with NO. DATE DESCRIPTION I . DR/APP FR EV! SI ON S documents or any reproduction, display, sale, or Get 2205 14th AVE. Vero Beach, FI 32960 Ph. (561) 567-5300 Fax (561) 794-1106 000 N �) N 00Q) O MN 315+00 298LF 48-RfP 0 0.0417* FROM E- ' TO E-9 � D0 0 0)ai - -- -- - - -_ .. 30 O d _-- O - - __-_.___ N N ______� _ _ ____ __ __ ____o_- .� 28 -...___.-..- _. N ai II - N N --- � _ . 26 --- n 4 j - - II II - Q J II 11 - - � W Q- �-- _-__ S�] _ 3 ______-____-___-.___ _ [_ � 2 _ __ - _ __ I- Eu P-3 5 � EXISTING GRADELINE � . 5 -__ -- - PROPO D GRADELINE LT RT _ E _ 5 -`�� Q � E- 40LF 36 "CAP ,® 7.8 0 _ 2 2 E-7 FROM M.E.S. TO E- +0. 409 � -0.25,. A X/ST. 4R'�CF _- Z / I . 20 / (TO gF R>=±ti'tOYE!�) 16LF 42" RCP ®0.059e M.ES. --- FRFROM P-3 TOI P-4 7 OM -1 Jt 51 c,1tvJ /. ivUv- i rrrc,Rc / 18 \ J L SWALE » FROM E6 2C 0® 3 09 / INV.=15.76 EXIST. 8 PLUG VALVE - - - _ (� - - l INV.= 12.53 16 - -__- 11 - -� �� i j 113LF42"RCP ®�0.05� _ ,_---�� ------------- - - - - �- - __ " �` 1 FROM P-2 TOP (- r0*imatE-L"-- \ -IXL-- ---------- y --- --- - - -.---- -- E l _ = 3 7 f !QV_ _ 260 f'--42-REP• 19-"5". FROM E-5 TO �-7 , _ _ P ORG=� 20LF 24"RCP C� 12.759' FR40M E8�6 0 -� 18% - lh14! =13.0 I � { NG a F INV.= 13.40 �^,_ / INV.= 11.89 - _ _ _ - VG FROM M.E.S TO =-5 FROM E-3 T) E-5 XIS,. -- - `� 12 �- INV•=1gC*T• NON -TYPICAL INV.= 11.71:�:; i �` _ INV.= 11.90 � -� IN � R7 SWALE % -\-INV.= 11.71 , � » ^ INy= 11 77 .J -INV.= 11.90 52LF 36 R.,P 0 0.1290 i 0 FKUM t -i IU t -Z INV = 12.,59 . 8 Cn� O� O� 00� XIn 00 'to0 �to N c.I .�0 �� 00 �tcj �0 NN DO 00 Cn - O� CS O�0i rn� Cn0 MO ayO 0)O 0)O �O �p �N Cn 0) QS � N„ - N `- N - N `- N `- N '- N a- N `- N ,- N ,- N - N - N 316+00 317+00 318+00 319+00 320+00 321 +00 322+00 323+00 324+00 MASTELLER & MOLER, INC. N CONSULTING ENGINEERS I 5211 Okeechobee Road Ft. Pierce, Florida 32947 Ph. (561) 466-9200 Fax (561) 466-9230 g IVE,R `' a q,� 1i A i� O� �� %F \ * a Q 44 IDN County Road 512 STA 311-F50.00 to STA 324-1-00.00 SCALE: HORZ. 1 "=40' VERT. 1 "--4' PLAN + PROFILE C.R. 512 Improvements Phase 3 INDIAN RIVER COUNTY -PROJECT NO. 9611A .DWG# '._ 96493P5 1 DRAWN CIF "Title to all documents which bear the copyright ' . of Masteller do Molar, Inc. is vested solely in Masteller do Molar, Inc. These documents are DESIGNED MF�, provided to the owner solely in connection with this project. Any other use or reuse of these }- documents or any reproduction, display, sale, or CHECKED S,t k. other disposition of these documents by anyone Is expressly prohibited without consent of Masteller & Molar, Inc. pursuant to the Federal DATE 12-99 Copyright Law." AUG 2 Q 2941 SCALE - I - ' 11 "=40' 1 SHEET 18 OF 89 ©1999, MASTELLER & MOLER, INC. STEPHEN MOLER, P.E., FL#33193 DWcNo ' .E 96:49 It STATION: 298+ 00 CUT AREA (SF) = 00.00 j FILL AREA (SF) = 890.24 CUT VOLUME (CY) = 00.00 FILL VOLUME (CY) = 3041.81 j CUMULATIVE CUT VOLUME (CY) = 9589.78 CUMULA TI VE FILL VOLUME (CY) = 106930.79 CUT AREA OF UNSUITABLE MATERIALS (SF) = 0 CUT VOLUME OF UNSUITABLE MATERIALS (CY) = 0 CUMULA TI Vt CUT VOLUME OF UNSUITABLE MATERIALS (CY) = 23553.78 298+00 CONSTRUCTION BASELINE .....ROW ...... »»..»......._.._».....»...........................................»........................................................._..»..«............................:»...... LT PGL RT. PGL i«............«................................._......:................................_:................................_............«._.........:.......... 22_......................._......:.........:.............:......_._....._......................................_.. _...___.._..._...._........._.........._.........__...._..............._...............__......._..:......__....:..........-_................_.........__ .._......_.. _- ..... -............ _... _._.....__»..._._....... ............ .... _..... _...................... 1650 59 »... 0 00. ' - »«, i 2.00' ' I_««....... EXISTING-- - ONSER VA 170 ARE -AS .... _ ___�__-__ _ ..__»..»_.._... __ _ . .......«.......... .......__...._ __ __..»_.._.._......... _ -.:. _»..».._..._..._..... --- - -+ ....-....._...«__...._..__._ .. _ .__6.00 . _ __ ._. -- ... 6.00' 2. 20 8.0 —7.00 28.00 13.75 13.75. _ . ..__.28:00, _.«.. _ _«....._......«._.._ .. t.�...,..Oo-�S _-. _.........__.._. _»..__»._.._»».._... _.. DO NOT DIS TUR 14.0' 12.00' �t 0 _ NO "CLEA ING AND GROBBING" --� N 0 12.00 1 .00 0 �. ...» ............. _»....� »._ _.»..»....«».»..._....»_......._..............._............................................._.................._..........................«......».............._................................._. N N _._......................................................_...._. _...................................................._....._..... ....... - ....._...._ - �t ............- ............_ ..._.._............ .......... ------....--- ..........._..__..... _..... ! ................ ... N 18 _.............. . �......_ .__.._..._..._...-..:..._......_............_.................._..._.._...._......_o=........._..........--N1 .......----...............................� . . _ _ to_....._._......_ _.. ».. . _.. _._».............- ._.........». _»._........»... t 0.03 0.02 0.05 C6 `O 0.05"1 1 -- 0 02 c^o »_ .. 0 0.0 car1......- -__^ D .0 3 J- _t to 6- �.. »»....«_.......».......»......»...»»..............._._.._._._.........»...._.........__.._».._.... _ .__«.._«......_..« ...................... ....._».«.._.... _ ..»__»_._....« ......_ ».._...__.._.._......_...........----........._...._......_.._..._._�......------...- - -.. -- ..... . ».-----_....._... ....................... .... ... ............... ....................... ........ .... ..__..._.......«._»__................_............_..... »..._......... __....._...._.......__..............._..... ............_...._.._...._._.............. ...---........-_ _ ..- _ « _... �.«.._ _ .... o PROPO, ED 18"0 RCP DRAINAGE _..._.._.._ .«,..«__ ......_. _ . _._»».....-....«.... _....« «»....» .».....«..... «_ _ .r_«...«...... ........... .....». _... »_ .»»..... ..... .... «._»»».. ___».._......_......... ....... _......._ .».... _.................. _...»..._......» .._..____.._._..._..._......—"�.__.. _.... -- _._..._.....«.._. _............... . 1 p_...._ ............................_.__..._.. _ .....»_.... _.._._ _ _.. _.. _..._...__._... _ __._._...� - __ _ »_ --- - _ _ __ _ ..____.._... _....... _. - _ _ ..»_ __. _...... _....__.« ._ - ... _.._......__...__.... «. _ ....»......... »......_............._....».. -.. »...__........__«»..»....».«......».,......_..._........ ». ......,..-...- ».»._.»..._.............».....»......»....».._. «........... ...»...................................................._.............._....._....................._.......... _\...._....._.......✓..- .................._..................__...._...._................___ " 8 - _...... _ _...... - ----.....__-.._......................................»__..... __........_..._..........--._...'_ .__EXISTIN�....8-._0.._FQRCE ibtiAlN........._...»._.._..._> ----- I �EXISTING 12"0 WATER—MAIII ........................................................................__......_._..............:...._...........:.............. . »........ ............._.............. __...«.......... »... .......... _................ ................. .... ...... ... ... . ........................... ---..... «.................... ....... ............. «_.... -_......... -..... _.... ............................ _.......... _...... ..:.........:......................_:.......... - 4 —160 —140 —120 —100 -80 —60 —40 -20 0 20 40 60 80 j i i I i j END BRIDGE CONSTRUCTION i STA. 297+26.65 (LT) STA. 297+04.01(RT) (REFER TO TYPICAL CROSS-SECTION IN BRI GE PLANS (SHEET B1 OF B12) »«.....»....»..... _ .«...-...«.......... ......... ._...» .w.».:.. .._ _ . .. .»_. _ »._ » 18 _.._...._............ ......... _».w« w _ « _«._._._ . --- 16 14 12 100 120 v. 6; E . R 49 T C __ 2; A , HORIZONTAL L .. YiYWWiWIWt�,IIiYIIYWIifIYfIYYfYlYY6Y County Road 512 0' 10' 20' SCALE- "°RZ. '"_' GRAPHIC SCALE VERT. 1 "=4' DWG# 9649P3CS2 ! j i gIVER CROSS-SECTIONS DRAWN OF i � -Title to all documents which bear the copyright MASTELLER & MOLER INC. 3 FEB -01 /. R. C COMMENTS DATED 14-16— 00 VN/E'HM /� of Mesteuer ee serer. Inc.is vested c solely in `�j,- Masteller do Moser. . Those documents ore , � (J, DESIGNED M.FC. 2 Ati prodded to the owner solely in connection with �1 C.R. 512Improvements this prose. My other use or reuse of these CHECKED S.E.M. documents or any reproduction, display sale. or SEP -00 L. B.F.H COMMENTS DATED o8=2s—oo VN/EHM - M CONSULTING ENGINEERS '� rs:f O other disposition of these documents by anyone �� 1—� f -Y Is expressly prohibited without consent of 1 MAY -00 /.R.0 COMMENTS DATED 01-04-00 VN/EHM ` �t: Copyright k Moser. Inc. pursuant to the Federal DATE 11-01-99 �� Copyright Law. t� . r Phase 3 AUG 2 a 1 SCALE ASN07ED N0. DATE DESCRIPTION ! DR APP 2205. 14th AVE. - i � 5211 Okeechobee Road * ` Vero Beach, FI 32960 Ft. Pierce, Florida 32947 _ SHEET §7 of $g REVISIONS; Ph. (561) 567-1100 Ph. (561) 466-s2oo �ORID�► INDIAN RIVER COUNTY PROJECT NO. 9611A ©1999 MASTELLER & MOLER, INC. Fax (561) 794-1106 Fax (561) 466-9230 STEPHEN E. MOLER, P.E. FL#33193 DWG NO 9649 j j I I I STATION: 300+00 CUT AREA (SF) = 00.00 FILL AREA (SF) = 651.81 CUT VOLUME CY 00.00 FILL VOLUME(CY) _ 2085.50 CUMULA77VE CUT VOLUME (CY) = 9589.78 i CUMULATIVE FILL �6LUME (CY) = 111616.57 CUT AREA OF UNSUITABLE MATERIALS (SF) = 0 CUT VOLUME OF UNSUITABLE MATERIALS (CY) = 0 CUMULATIVE CUT VOLUME OF UNSUITABLE MATERIALS (CY) = 23553.78 I, i I I ROW I24- ............ ............................... .................... .............. ....................................................... ....... ........................................... _....................... .................. i 22 _............................................................._......................................_.._................................._...--........__,......................._...__......._............... ..... EXISTING CO SERVA710N AREAS ,I I DO NOT DISTURB NO "CLEARING AND GRUa3ING" � it III , i .....................__........................._..-_-..._.................................._.................................... I 'I 4160 -140 -120 i i I I I, STA TION: 299+00 00.00 CUT AREA ( SF) = � FILL AREA (SF) = i 752.34 CUT VOLUME (CY) = 00.00 i FILL VOLUME(Cy) CY = 2600.28 CUMULATIVE CUT VOLUME (CY) = 9589.78 CUMULATIVE FILL VOLUME (CY) = 109531.07 CUT AREA OF UNSUITABLE MATERIALS (SF) = 0 CUT VOLUME OF UNSUITABLE MATERIALS (CY) = 0 ' I CUMULATIVE CUT VOLUME OF UNSUITABLE MATERIALS (CY) = 23553.78 ROWI - I f f i I I 20 EXISTING CONSERV ON_. ARE) DO NOT DIST[B NO "CLEARING AND CRUBBINC. 18 _ ............. ......... ...... ......... ._._.....__........__........_.... _.......... ...... ..._.------------ .----- ..._....---- .........----- .----- .--- ._.._.... .... .......... .... ..... - ........... ..... .,...... . " -100 300+00 CONSTRUC77ON BASELINE RT P LT. PGL GL ROW __.._._....... _..__..._......._.._...__...... .........__....................................__._......._... 0 2.Oo ...... ....... ..._�....... .. 1,1 6. 50 � 59. 0' .. . ...... 8. D --- 7.00' 28.00' 13.75 13.08' 28.50' ' .1 7' 00' 6. C 0'-_ 14.0 O' - 12.00' ---12.00' 14.00' -�- _................. _.... _................... .._...................... --...... .............................. ........ ............. _................. ......... ....................._..._...._......_.._.............._.........._............___ 00 N 00 N f� I� tY t\ __.......... _ _.._................... ^....._...... ....._._._ . ......_-___ _ . [ ........- .... ;....... _ ±- ._...___ - . - '-- -- -- -------------------------..........._........._..-.-_.._.....-^ .. 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'-.................................................._.._..._..... _............._................------------------------. - _. n EXISTING 12"0IF - WA7ER-'0AIN� •`- EXISI7N 8"0 FORCE, -MAIN _.._._......-_........-................_..._......................_......••----••----......---_.-_................._............._....._...._....._......_..._......_..._......_....._.................__.........._.. _... .. _ _..... 3 1 9 9 7 __ _ .._ _ __ _ _. _ ...... ........................ 8 _.. ..... __........................................ _............ _...... _- ...__._._.... _...... _..... _.................. - -80 -60 -40 -20 0 20 40 60 80 299+00 CONSTRUC77ON BASELINE LT. PGL RT. PGL ..................................................................................................-------------------------------------------- .............. -- - ROW zoo 1 6.50, r-2.00' 59. 0' , 6.00 6.00 , 7.00 E 0 8.0 � 7.00 28.00 13 75-13:-�5--- 1 - 2890- - � � - 20 T , ---14. 12.00' --- 12.00' 14.00'- -0 4. 00' --- -0K _ _._ 0. b '- . co 0.0 0:02 - IIS n Q-05 D 01 03 f �, - d -----_,. J I G -y � 6;1 _........................................................................... �._ ..........................................--- _....._ - 1 ._.---------..._......__.._......_ _..- .._...... _. _. _ __._.._..-------- -------------------- ...... 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'Cl _.........._.............._............._........................._............._.._............._.-...-....._........................--------••--....._ ........................... ......... _............................__.._._........._....................._...._.................................. _.............._.._................__._..................._ .._.._..._....._..__......._................. - - - _.. _ .._._._..._........._..- - - --_ __ ._ ___......-._._...._ __ ..._..._ --- - ___...__................._..._......_................................... _..._................. __....._._.._..._._ .._ ..� ._._.� _.__ �...._._.. _ it 110 �"� r` J � �'� \ j " n M EXISTING 12 0 WATER-I�IAIIV� - - I _.__..._..._........_ ....................... .. - - ............. _............................._..................................----.........._..................._..._--------------------------- --------------------- ------..................................._...................................................... . EXISTIN� 8 0 FORCE MAIN PROPOSED 54"0 RCF DRAINAGE = --- ----..... _-.._..._.._-- ... _.... ._.......... _... ----................ ............ .__...._..1--_ __._......._._..... - ...---......... ...... ------.-_..._._..._............................... .......... .--... ------... - V E -100 -80, -e0 -40 -20 0 20 40 60 80 R 4' C 2; A L HORIZONTAL , County Road 512 0' 10' 20` SCALE: HORZ. 1"-10* GRAPHIC SCALE VERT. 1 "- 4' D WG# 9649P3CS2 giVER CROSS-SECTIONScopyrightDRAWN M MAS TELLER & MO LER INC. Mose le all documents which bear they I � i 3 FEB -01 1.R.0 COMMENTS DATED 10-16-00 �Q of Masteller the Miner, Inc.Inais vested solei with DESIGNED MFC. Masteller de Maier. Inc. These documents ore VN/EHM _ N ~ ® �C.R..512 Improvements provided to the owner solely In connection with CHECKED2 SEP -00 L'B.F-H COMMENTS OATED Oa -28 OO VN/EHM r CONSULTING ENGINEERS x documents rdispositlon yo1 pthese tdocume�nts byal anyone _or SEX M _ _-_-_-, _ 1--1 is expressly prohibited without consent of DATE - - - Masteller k Moler• Inc pursuant to the Federal ,�'"+- Copyright Low." - '1 MAY -00 /.R.0 COMMENTS DATED 01-04-00 VN/EHM Phase 3l�ft[t� SCALE AS NOTED N0. DATE DESCRIPTION I DR/APP 2205 14th AVE. 5211 Okeechobee Road * * AUG 2, Q 292 Vero Beach, FI 32960 Ft. Pierce, Florida 32947 SHEET 58 OF 89 Ph. (561) 567-5300 Ph. (561) 466-9200 ORIDN INDIAN RIVER COUNTY - PROJECT NO. 9NA ©1999, MASTELLER & MOLER, INC. R STEPHEN E. M 0 LE R P.E. F L 3 319 3 Dwc No 9649 E V I S I O Irl S Fax (561) 794-1106 Fax 561 466-9230 1 I ' e J__ STATION: 302+00 CUT AREA (SF) = 00.00 FILL AREA (SF) = 381.77 CUT VOLUME (CY) = 00.00 FILL VOLUME (CY) = 1319.31 CUMULATIVE CUT VOLUME (CY) = 9589.78 'CUMULATIVE FILL VOLUME (CY) = 114521.31 CUT AREA OF UNSUITABLE MATERIALS (SF) = 0 CUT VOLUME OF UNSUITABLE MATERIALS (CY) = 0 CUMULATI VE CUT VOLUME OF UNSUITABLE MATERIALS (CY) = 23553.78 i I i 24 Pnw X22 20 18 16 14 i 12 i I 10 I 8 —160 —140 I i LT. PGL 302+00 CONSTRUCTION BASELINE RT. PGL . ROW ...........»»..... . - ---_. 68.3 59.00' - U I Z_ ' : _ .....»..............._._. R».....»..........................-W.............................................-22 ..............................�................__......_.._.»_».. = 5:0 ._.....6.00 ...... 40.00. ¢ 12.00 14 00' rn ((��� A W //�( ...................................... ...........N ..._.........................g................._. ............ ¢ .....1\ ............................................................................_....»............... 2V • ...........0 .. ..._. ..... .. ... 0.021 °�-° ° 0.02 I..... . -. d, 03 Do I 'a^0 _......__..__.._..........:_.._.......... _...._.................. ,,n�.� ^ ..... 18 F I ».� .^.... i € IL _ _....._........._._..__:.. ___....................................................................... ......... ....._.............. .r�r.................................................. .............................................. —16 I � i .._......4 ...................:......._.._...._..... ? y� . _ . ...................................__........:......._......................_......................_......_.....................�..................... 14 PROS pSED 18"0 �CP DRAINAGE 12 i r — EXISTING 8"0 FORC&-MAIN .-.»......_» .................. ».............a....... _........... _ .......... _.» . ............... _...............................».10 t i 1 t I 8 U zu 40 60 80 STATION: 301+00 -120 -100 -80 -60 -4u -zv CUT AREA (SP) = 00.00 FILL AREA (SF) = 414.36 CUT VOLUME (CY) = 00.00 FILL VOLUME (CY) = 1585.43 CUMULATIVE CUT VOLUME (CY) = 9589.78 CUMULA TI VE FILL VOLUME (CY) = 113201.99 ,CUT AREA OF, UNSUITABLE MATERIALS (SF) = 0 ICUT VOLUME OF UNSUITABLE MATERIALS (CY) = 0 CUMULATI VE CUT VOLUME OF UNSUITABLE MATERIALS (CY) = 23553.78 i i O R W 22_....__..............................._..._..............._.............................>.....EMSIIN. .... CONSERVA710N ...A1 DO NOT DISTURB: NO "CLEARING AND GRIAM 20_ ........ ............... ................................... ............................... ,.................... _...... ............... .....a............................................... .,.......... I 1 i l ......................... 18— ........ .... ..............................:................................................4................................................ .. t... ..............._.... _.................................. _................... ....... 16—........ ..:.............................. ................_:................................................ ;... i1 1 14 —. .............................. :................................... _. :................................................a..._.... i 1 1 i i 12—........_... a.._.....................:................................................:......... 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CONFLICT WITH �DRAWAGE _ 8 CONFLICT 11MTH DRAINAGE = ED 54"0 C SEE UTILITY ADJUSTMENT SEE UTILITY ADJUSTMENT PROS S AP DRAINAGE (SHEET U11 OF Ull) _ (SHEET X111 OF U11) 6 ' U11 f I € s V' —60 —40 —20 0 20 40 60 80 R R C 29 A HORIZONTAL L 0 Count Road 512 01 10' �.- �__.20 County SCALE: HORZ. 1"=10' GRAPHIC SCALE_ VER T. 1 "-- 4' DWG,•¢ 9649P3CS2 IVER CROSS-SECTIONSRAWN CIF g"Title to all documents which bear the copyright M M'e'ler er do Maier. Inc.Ina. h vested solely in DESIGNED M.F.L 1.O Masteller do Moler. Inc. These documents are provided to the owner solely In connection with this project. Any other use or reuse of these CHECKED SEA C.R. Improvements documents any reproduction, display, sole, yor o other disposition of these documents by sentanyone hout t"t of Masteller do expressly Inc.pursuantto the Federal copyright Law." DATE 11-01-99. 4= Phase 3 AUS o �� SCALE ASNOTED SHEET 59 OF 89 IDN INDIAN RIVER COUNTY - PROJECT NO. 9NA ©1999, MASTELLER & MOLER, INC. STEPHEN E. MOLER, P.E. FL#33193 DWG NO 9649 305+00 CONSTRUCTION BASELINE ROW i LT. PGL .. ................. ................................................ ...............----------.................................._....................-_....__................----•-•••-----•---------................... .... RT- PGL _ ROW .... ......................_.._.__.................................. _.._.........._..................._........................_.............------------............,..._..._..---..........------•---------........._...._........----•-•-------.. ....... 9.00' _ ...�.._ _.�._ 1: 56.51' 59. 0' 6I _............ -.........................................._ - -.................._..._........._.._._............................... • 22 OC NOT RV DIS7 1 D 8.00' 5:00 - - -- --14.00' 12.00' 14.00' 7 ......__ .......................13 75'.............._....-...6:00._....................__.._.._....._....._...__...._._......._ >�`3�fS'�RIO OZ9NSERVAT1��1 AP>�'A9 -... j-28.00' ,. K--12.00 14X0' 6.00' NO "CLEARING AND GRUBBING" 0) 04 �? 6.00' N� r� "! rn d o _....._.__........_..._............._..._........_.....__.........._........_....................__.............w..._._......_... -- . _...----... _......................_...................................._............--................................._...................................._...... - -_._ rn ____ ._._._.._..._........ ............_...._. _.._._.... -...._ rn 20 0.02 In 0600 •0 0.02 �' �.�2 a� 0 rn x:._.._.p5_ga. �0.02 r - -- -6 0 � � 0.02 � j 1 I i u 18 I� PROPOSED 48 0 RCP )RAINAGE _..._...........__....__._........_..._........._............._.._,...__..._.._ ..._...... _-..._.................._..__............_..._...._.....__................_....._....._..__._......_...........__.._..._......._......_........_._......._.__.._..__.........._....__...................-.._..._..... ._.._..._..._...............--- _......_...__....._......._.. ......._ __ _ _- _ ._..........._.__.._....._...._........_................_........._..._.................._.._.........._.._ ........._........._.... _... _._..._............._._....-----•----•-•--.._..........._.. STA TION: 305+001 94 14 CUT AREA (SF) 1.17 PROPOS=D 54"0 RCP DRAINAGE EXISTING '2*0 WATER-VAIN-� J EXISTING 8'21 FORCE -MAIN-' i _._...._..._...... _. �_.._._._...__._....__....__...._..._.....__......_........._.._...__...._._._._...._...__.._... __._....._........_ ..._..... --.... .................. 125.54 _...._......._.._...._..._....-....._.._.................._......_............__..__-__.___..__....._.. _._...._---_....__-__..._...._.___._..._-__ _ _..__..._------_._ ..._....._..__._,..__....__..- .__ _ ._.__ _.___.� _.___ _ __._._._.._. __ FILL AREA (SF) t2 � 12 CUT VOLUME (CY) LI 44.84 ._....._..._.._................ _._....____._..___..� ..__.._._..._.._.._..._.._---_.__.._................_. _. ___. _. _. _.......... _....__..---•----------...._............-----............._..... .._... _................. ... _.... -..... _... .......... _.................................... .............................. _................. .......... ___..... -.___._._.._..__......_...._.......__,....__.._..__...---_..._...._.....___......_..___........_.____...__.-_____.._......._...............__._._...._..__._._...._.___._..._.....__....._......._...___.._._._..__.-----......_..---..._......._.....__.._.......___ ..... - .- - FILL VOLUME (CY) 1010 CUMULATIVE CUT VOLUME (CY) _' 9636.78 CUMULATIVE FILL VOLUME (CY) 116923.55 8 CUT AREA OF UNSOI TABLE MATERIALS (SF) = 0 -160 -140 -120 -100 -80 -60 -40 -20 0 20 40 60 80 CUT .VOLUME OF UNSUITABLE MATERIALS (CY) = 0 CUMULATIVE CUT VOLUME OF UNSUITABLE MATERIALS (CY) 23553.78 304+00 CONSTRUCTION BASELINE DW ROW LT. PGL R RT. PGL I 18 - ......... .......... _.._....,......... _.. �I I 16-.._.............. STA TION: 304+00 14 CUT AREA SF = 00.00 ! FILL ARkA (SF) = 313.33 12 CUT VOLUME(CY) CY = 2.17 u-�..... .. ...._........._........_.._...._.._._..._...,....._....._,.._..__.._...._..._... __ __ 24 0' 69.00' � .. I OSTING....CON .RVATION..._APEAS-. --_...___•---._...._... - - ___..._..__..__..._..._..__._..._...._........_..---.......................-------------....-----...__-..._..-_.._. �.B.DO,. t, n 5,.. 0' _ -_ - 40:00'- -_-I � 7.75' ___ 13:75.+._.�_ � _:6.Q0.' - - �- - 5.'�0' � - - - � _..._..._ _ 28..00.... ..._....__.�.,..V.l r"-- „-.--._..., �... �- ,. _..._..._.... I _.__._._._....,.__ 22 DO NOT DISTURB o d 14.00 12.00 14.00 ^"' 12.00` 14.00'- 6.00 tr IrIW 7 "CLEARING AND GRUBB�VG" d �! 6.00 n N N 1. .................... _................ .._..,..............._........---.............._...._.... _.....----...-------..................._.................... ........................ ......................... -............ _........ ................................................ ................ -•------........__o+ ........------ - -- _.. ....__.._.....---.......... _... rn Qo _._ rn..-__... {3:.©2 -_ _ -p 0 �'- ................. _... ..._ . ._.._6.02 ....__........_._x, ......_..._...._.._.. _...__ -_-- _oo-.,.......... _ ..-.- _.._ _ _ _. _._.L fes., _ 0.02 oo ^ 0. - ^ 0.05 - ^ oo n. 02 T N 20 0.0 s. � � 6.1 0 03 ^ J _ ._...................._.........._............_..._....... ................................... ............. ..................----- _ ^ ^ r I c� -- 98 DC • •G F ...... ...... ..................... _.............. .... ..................... ........... ».................................. .............. _... _... ..................... ....... ................... ............... __... ..--.... ...._..._........ ....... .................._..._....._...._.-- -.._.....-.............. _...... _.---......_.......... ............._....._............................. ....... ......... _................... _.._._......-....-.._-- .�-.... ........................ _._._......._....._....- - -......................................... ....... ....................... _..... ...... ................... -- . PROPOSED 54 ._........._....... ...................................................._......--_--_. ..._. 0 RCF DRAINAGE 1 Z -9 -_.. EXIS77NG 12"0 WATER- iAAWN :;.'......_ ___ . EXISTING 8"0 FORCE- WAIN--_..._ _._ _ .,. _ _ .__ .. _ ._....___._ _ __.. _ _ _ _ f� _ _ 12 12-8--97 i - ........--_--------.-------..._..._.-_-----------------..........._................-.....---..._....................- .........................._. FILL VOLUME (C Y) _ 812.72 10 PROP t SED 48"0 R :P DRAINAG ` I ---10 CUMULATIVE CUT VOLUME (CY) = 9591.94 I CUMULATIVE FILL VOLUME (CY) = 116526.60 8160 -140 -120 -100 -80 -60 -40 -20 r, 20 40 60 I 80 CUT AHI OF UNSUITABLE MATERIALS (SF) 0 CUT VOLUME OF UNSOITABLE MATERIALS (CY) = 0 i CUMULATIVE CUT VOLUME OF UNSUITABLE MATERIALS (CY) 23553.78 ! 303+00 CONSTRUCTION BASELINE ROW LT. PGL RE PGL ., . _,._._.,.__.,,.._..._.._ _ _ - -...........-._.................._............._.................----.....................---..................-........._....._....... - - - --- - _............... - - - - - ........_..._._..._...__.._......_.........................._...------------------------......................_......_..--_-.......__...._.....----._.._......__........ - _ _ __........ __ _ - - ....__....... _-_.......__... _ R W 24 __............_.._.-....... - -- ......- ........................ --................._...__._.....__.......................... -__. 1___...__.._.....24 _..._.....___....-_--_......------ -_..........._................._.. i 69.00_ ._.___..._.__......._.,._-_...... _.. _. __._. _..._......_ . __...___.__.__..._._ I I 5.00 _........._.,..�....................................................................._... ......_E -EXISTING--... _ . ................ .......... ........ ......... --........_............_...................................._........_.......__.---.. .. . _..... 22A�EAS 8.00 _ ............. _ _ _ _ - ...... _._ _.. �7� 75 - - _ - ---- ----.....-........ ---.. ._ .... :............... ., .. .........-- - - l7x 75 ... .. ; _ _ _....................... _........ ....._.--. _ , _ _ _ __ _ -_ .. __....�..,____, DO NOTE DISTURB -14.00, 12.00' 12.00' -1 9.75' 9.75' 12.00' 12.00' 14.00' 6.00' I NO "CLEARING :AND GRUBBI,.VG" co 00 I c ao c 0) ,I I_ 0.02 d 0. Q2 0.02 ^ 0.01 77.Ofi ^ 0 02 °' 0.02 °a- `� oc ,- th -- 20 °° 0-0 O.A3 00 0.02 J= st. �• f... --- f - 18 ..._._............ ............................................. ........__............................... _.......... __......... _. .............................. - I16 -- I 303+DO � 14_........_._.._....._............_.._.....m.__......,..._....._-..._._.._....._......_...,____....__�..-....._.___....__.................... � _.._._ ..._._ __.______...._.._____._...._-._....___...._....,_.__._........_...._-__--__.._..._...._.._....__•-_---.........._.._._._....._._.._._._._.__._..._..,.�..__._._..:__ STA TION: '' �.. _. __._. _. _. ._.� CUT AREA (SF) j00.00 PRO 48-0 VCP DRAIN, GE I PROPO:30 54"0 RC DRAINAGE .1 I FILL AREA (SF) _ ,330.66 12 ................. ... __......_.......--_........_.......__......................................---------.........__...........,................_,..................... .................................. ..... ---- - - -- -- -- - -- -......................_...---------.._...._..._._......._........---...__...-. -- --- --- - -- - - -- ... - - -- - -- - -- - - .._:...._..- CUT VOLUME CY 00.00 ExlsnNc 2"� wArER��tAIN /- 12 ( ) v� -- EXISTING 8"0 FORCE -MAIN I FILL VOLUME (CY) 1192.57 ..- ..... ...... ..._......_ ... -- .. ------- --__ -----_ . CUMULATIVE CUT VOLUME (CY) 9589.78 I 10 I CUMULATIVE FILL VOLUME (CY) 115713.88 8 -160 -140 -120 -100 -80 -60 -40 -20 0 20 40 60 80 V "' 6' li CUT AREA OF UNSUITABLE MATERIALS (SF) = 0 E j CUT VOLUME OF UNSUITABLE MATERIALS (CY) = 0 R - --- 4' CUMULATIV/ CUT VOLUME OF UNSUITABLE MATERIALS (CY) 23553.78 - T 0 2, A HORIZONTAL L W o' County Road 512 0 10 20 SCALE: HORZ. 1"=10' GRAPHIC SCALE VER T. 1 "= 4' D WG# 9649P3CS2 DRAWN C.I.F. MASTELLER & MOLER, INC. g1�ER CROSS-SECTIONS "Title to oil documents which bear the copyright 3 FEB -01 /.R.0 COMMENTS DATED 10 -16 -OD �� y DESIGNED M.F.C. of Masteller & Mater, Inc. Is vested sole) to Mosteiler & Moler. Inc. These documents ore /�- 4'' provided to the owner solely In connection with 2 - L.'B.F.H COMMENTS DATED 08-28-00 VN HM ,�, this at. An other use o reuse of these CHECKED S.E.M. VN HM SEP -00 /E CONSULTING E N G I N E E S z oC.R. 512 Improvements Is expes or an hibiteoduwithoction. display, sale, orM � N � other disposition of these documents by anyone f, -I is expressly prohibited without consent of 1 MAY -00 /.h.0 COMMENTS DATED 01-04-00 VN/EHM - copyrimasteght & Mater, Inc. pursuant to the Federal DATE 11-01-99 `'� Copyright Law.' Phase 3 f11�� SCALE AS NOTED N,O. DATE ''. DESCRIPTION DR/APP 2205 14th AVE. 5211 Okeechobee Road * � * AUG Q Vero Beach, FI 32960 Ft. Pierce, Florida 32947 SHEET 60 OF 89 Ph. (561) 567-5300 Ph. 561) 466-9200 ORIDN INDIAN RIVER COUNTY PROJECT NO.9611A 01999, MASTELLER & MOILER, INC. REVISIONS Fax (561) 794-1106 Fax ((561) 466-9230 STEPHEN E. MOLER, P.E. FL#33193 DWG No 9649 1 _ • . _......Ra.W...........«........:A........._.........«.... :.,. 24 ...................................................................................---................................................... -_.................._................. _.............._........._.............................._.......__.............._..........._........................................----...------...._.-----..----..--- __.._....... -___ _..._.._.._..__... __...__ -- - L 1. VUL _......._...._�._..«.._-_...._....................._«........._..____ ...._.«......_....._..._... "_ . _«_.._...............__...«............«.... RT. PGL ROW .........__---------- _----- _-------- --- ------------- «.............. ....... -............... ........................ . � _ « ... _.«r.. :.�._..,._ ...«......_--•«-----•- 00 ,6_ «_......__......._««.._ ._.«........ _.««.... ...«._........... ....... ............ .............. .......... . ..... ....._.«. ..---- - •M.•--I-� --24 ' 1 X6.51' STATION: 307+00 23.04 EXISING 12"0 59 069 1 2 ----..._.-.........._........._...........__-_...«...----..-......_.........._............................................. Lti i 22 _ .... I _ _ .._..__...._......._.....__..._........._.............__............--.................................._....... -........._....................._..._............_..__ ......_ EX1S77NG CONSERV7TON AREAS � -- 8.00 _ 5�.. �0.... _......... __......_ __ _----........--_«...._....----« ..._....... _. ............._.._.. _. _.. - , �i.DQ ,� 28.00 13.75 --......._. _...._...._..._- ....«...__.............«.. , 7.75 .............««....._...._.....«.....« .....«.«._..........«._.__.,.-«.«_...«.«..«..««,_...._«.__.«...«._._«._....««.�,.....Sw1Q.....__-._..�._..,....._.«....«..«..«._.._«._«.«....--.i�,� 40.00 PROPOSED 54"0 RCP DRAINAGE 12 -.--._...-._._««,,......._22 I CUMULATIVE CUT VOLUME DO NOT DISTURB "GEARING 14.00' 12.00' ---- a 14.00' 12.00' 14.00'- 6.0 0� I W .--............. ......... ....._....._...._.................. ...... .-............ ------ ---------- ......... ........__..................._......_........ ... ............................ -....... PROPO:30 48"0 RCS DRAINAGE NO ANL GRUBBING" V_ 6.00' M 0 20 40 60 20 _......«_.. ........._......«..-.._.__........_..«...------...._«..«............ _.............................«...................................._.................. - - ........._.........................................-.........................---........_ _.._..._.......... _........_ __ ....... ._._«. _._.. _....._------. _--- .. _ _.ta.................................._--_._._.......____....«...._..............._._.......... « _ -c ---� _Cd - tti.... ..._....................... 0.0?.. «......_........«......_«.««-_«_..«.....«............._............_..._«. C6 oo rn o0 0.02 LO °p =- _00 _ .... s. 00 _ _,_ �� .� .os _ x0.02 °Q o2ad M1 0. e� x.03 °' �- ^ I 6 _.....«..«_..- _.--.«._...«.«..«_......«.....-....._.........«...«.....«.._«.«_..-.«-------------- I l l _.._..- ..... ....................._.._...._.«..._....._....««......_«.«....... .... ........-...«.......... _.............. STA TION 308+00 14 CUT, AREA (SF) = 218.20 AREA SF 9 2 _..«.._.. ..... _................................«...«««.«..« « .............. _ ......«...------------------ ---------- FILL A 24.3 ( ) CUT VOLUME (CY) = 662.89 ILL VOLUME CY 90.94 10 ... _......... .«...-.«............ ...«..««._------------------------ ............._..«................ .._.............. .... F ( ) CUMULATIVE CUT VOLUME (CY) = 11050.89 CUMULATIVE FILL VOLUME (CY) 117318.79 8 -160 -140 _ CUT AREA OF UNSUITABLE MATERIALS (SF) = 0 CUT VOLUME OF UNSUITABLE MATERIALS (CY) = 0 CUMULATIVE CUT VOLUME OF UNSUITABLE MATERIALS (CY) = 23553.78 i ROW --, �, 22 _.«.«..«...--------- ---- .__.._..«A ....... -....... ..... ...«........ ........ _..... _«..... ......................... . I 18 i .........__---------- _----- _-------- --- ------------- «.............. ....... -............... ........................ . 18-............... .._------- ------------ -------------- i ,6_ «_......__......._««.._ ._.«........ _.««.... ...«._........... ....... ............ .............. .......... . STA TION: 306+00- 1 «� I " STATION: 307+00 23.04 EXISING 12"0 WATER -MAIN `EXISWNG 8"0 FOR ',E -MAIN 1 2 ----..._.-.........._........._...........__-_...«...----..-......_.........._............................................. = FILL AREA(SF)__ .25.56 .._ -. «__e_..........__.....«-......_-._---------------------------------- _...... 10 _ CUT VOLUME (CY) = 556.31 10 ---- _ _ -------. _ ..------ ----- ----._...............................---......................... 14 PROPOSED 54"0 RCP DRAINAGE 12 8 - 9 7 CUMULATIVE CUT VOLUME (CY) = 10388.00 -160 -140 «......................«..............................---------...------.._............._.......------.........-----------....---.......---------...............-----.---..........._......---•---•---..............._..._.......... a 12 .--............. ......... ....._....._...._.................. ...... .-............ ------ ---------- ......... ........__..................._......_........ ... ............................ -....... PROPO:30 48"0 RCS DRAINAGE -._... ..................... ................ ......... ........ _...................................... .._... ........................ «.-..._.._..... __.......... ..... _......... .... ..... ........................ -120 -100 -80 -60- -40 -20 0 20 40 60 80 307+00 CONSTRUCTION BASELINE LT. PGL �. RT. PGL _...«......... _..... «.......... _.._..... ...... -...................................................................................................................................F ................... -----....---....---.�__ ....._......._............._.._ . _...... ---- ----- -- _._........ O ..................................................- .. ---- --._._..._ .... ..._................................. Tip 26 1.56.51 59.40LU _.._...........«......«..«.««.........«««..«_............._._.....-_..........................................._..._......_....._...---.. --..._._...._..........---..............................-------..............._...._......_......... . .....................39.3=...................«.........._.._._«. «._«..«.««_ _-_ .._ ...4:95....._.6D0««. _.._ «....- «....__ ___T' -..__... _ _24 DO NOT DOTURB 6.00' I NO .,LEARING AAD GRUBBING' -14.00'12.00'---- 12.39' 12.00' CUMULATIVE FILL VOLUME (CY) = 117227.85 CUT AREA OF UNSUITABLE MATERIALS (SF) = 0 CUT VOLUME OF UNSUITABLE MATERIALS (CY) = 0 CUMULATIVE CUT VOLUME OF UNSUITABLE MATERIALS (CY) = 23553.78 22 _.«.«..«...--------- ---- .__.._..«A ....... -....... ..... ...«........ ........ _..... _«..... ......................... . i .........__---------- _----- _-------- --- ------------- «.............. ....... -............... ........................ . 18-............... .._------- ------------ -------------- i ,6_ «_......__......._««.._ ._.«........ _.««.... ...«._........... ....... ............ .............. .......... . STA TION: 306+00- I ._...................... ..__ ......._...................................-........ 14 ..........._.----------...................._.. STATION: 307+00 23.04 CUT AREA (SF) = 82.21 1 2 ----..._.-.........._........._...........__-_...«...----..-......_.........._............................................. = FILL AREA(SF)__ .25.56 .._ -. «__e_..........__.....«-......_-._---------------------------------- _...... 10 _ CUT VOLUME (CY) = 556.31 10 ---- _ _ -------. _ ..------ ----- ----._...............................---......................... FILL VOLUME (CY) - 92.50 8 CUMULATIVE CUT VOLUME (CY) = 10388.00 -160 -140 CUMULATIVE FILL VOLUME (CY) = 117227.85 CUT AREA OF UNSUITABLE MATERIALS (SF) = 0 CUT VOLUME OF UNSUITABLE MATERIALS (CY) = 0 CUMULATIVE CUT VOLUME OF UNSUITABLE MATERIALS (CY) = 23553.78 �1..............................._.._.. -120 -100 _.................................. ...... _......................................... ........ -....... ............................... _ . __ ....._«_...._...._. - _ - I 22 ............................................. ......................................... ....................... -........................ ----..........- - .._..._..._.� .. . .......... .._.._... _ ..._ ..--------................_........ . _. .. « ......_..----_----_------------____....._0�0 _ ..._ _....._.- .................._._ ua ._.«.._......_ _ _ _. M ..«...«...._....................-----.. r�- ._.... - 06 ae 2 Do `�`� 0p °0 0.02 0.05 � -�_°p 0.05 O.O 0.02 0Q rte. 0.02 • 0.0 . .............. .............._......_......... ......_......._........_....._...._................................. -..._._._... ..... .............. �....._!...................... �..... . - 003_ �... ...................---------------------------......._... �...._n ...... ;l . .............. .._. _ _-------_.� ...._.__......-----._..__.. «.......::.... _ � -16 v I n ............................--- ......_..._ ..... _....... _............. _.._.................. ......... . _ __ I EXISTING 120 WATER -,MAIN--- - _.__. __.__ _ _._ EXISTING 8T0',FORCE-MAINS 2 13- 98 541'0 RCP DRAINAGE ! I -- ---........ --- _------------------------------ -..._-------- _.._...-_--- _--- _------- ........ - _............ ---------------_...-------- -- «. __...... . --- _ _ ___.._................... _... __... __.._.... _.......... __..... _._..--....... ................... ._.....__ -................ -............ ... ....... -....... «... _..... _........... ._.....-_......... _.... .__.._:._.-..«..«._._._..«._ _.._. _ ...... « _ _ PR OSED 48"0 RCP DRAINA10 s I -80 40 -40 -20 0 20 40 6080 8 306+00 CONSTRUCTION BASELINE LT. PGL RT. PGL «.«.«.....................«_............._«........«.........------...._.............._......._._..._._....__........«. _ ......_....................................._---..._....._..................................................................._......._...._....__-__.. _ «_..._........._.------._....._....._------------------------------...._--------..................._......................---._--------------------....._............_. «. ROW 1.56.51' 59.00LU 69.00' I. _ _ ... _................ _ ...... _... _ .._. ................ __................«.«_.... _... _ _ _ _._.._............. _ _ _ --; .__...__....._..._......_. __ ..........._ ..._....«..._........ - - __... _ __ ...... .«....... _ .... - _ __ _ __ __ ..0 ._ « _ _ ----- TINGCONSERVATION AREAS -8.00 - 28 42 6.00_ 13.33 13 75 s•fl0 �_ . 28.00' 5`00-- 6 0 __ "_ ....�_-` �--22 DQ NOT DIST Uf ?B 14.00' f200' Esq _ 00 12.00 1 00 " A M ^ w --_AND--__GRUBBING °' ............................«......................_......._....._..........._...._..........-......................_........_.........._..__........_......._------. ----------------------------.cca ...._.... _.. [ _-...«......... ... - - --- -- -- °' °' °' ^ ' 0.02 co° 0.02 0.05 C c o05- " 0.02 06 CN 00 o. 2 { i 00 � I CN J 1 - - n I I ................ .................... ... -_.._._.............. ................. -.............................. ... _... __...... _....__........... _...... ..................... ,................... _..... ............... _.._...... ..._............ ........ .... _..- ...................... ... --------- - ......- ................. .. -- -- PROPOSED 54"0 RC,EXISTING 12"0 WA TER MAIN) ' EXISTING F "0 FORCE- MAINS � I ; DRAINAGE I --........................ _.......................-"""- -..........._........................._...........---"---"-"-- ---- -.......------------------------------..........................._................__...-._---------- - -----------------------------... ---"--"------------- - "-"-------...-----_---_:.._........------._....------------------------------_------_----------------------- ., ._:z...., ,....._:......:.. _ _. _ ...._ PROPOSED 4870 RCP DRAINAGE ........... ..................................... _........... _-... _...... -....................... _.._....... - - ......_... - ... ........ .__..__.................... __... _...-.................................. ..- __... « ..«...._......«_..«.. _..._... . 10 r _ i CUT AREA OF UNSUITABLE MATERIALS (SF) = 0 -160 -140 -120 -1100 -80. -60 -40 -20 0 20 40 60 80 V 6' CUT VOLUME OF UNSUITABLE MATERIALS (CY) = 0 R ,j f CUMULATIVE CUT VOLUME OF UNSUITABLE MATERIALS (CY) 23553.78 T �j • � i C 2' A L 3 FEB -01 I.R.0 COMMENTS DATED 10-16-00 2 SEP -00 L.B.F.H COMMENTS DATED 08-28-00 1 MAY -00 I.R.0 COMMENTS DATED 01-04-00 NO. DATE DESCRIPTION REVISIONS HORIZONTAL County Road 512 0' 10' 20' SCALE: HORZ. 1"=10' GRAPHIC SCALE VERT. 1"=w4' D INGi3{ 9649P3CS2 CROSS-SECTIONS DRAWN C./.F. gIVER "Title to dl documents Wch bear the copyright - � of Mastener k Mder, Inc. is vested solely in MASTELLER & MOLER INC. �O.F.C. Ay-, Hosteller Et Mder. Inc.Ina These documents ore DESIGNED VN/EHM ' provided projectMy other use orin ereusetoof these VN HM _ N Q �� C.R.512 Improvements documents a any f these oc display, sale. yo CHECKED sM Z other d'spositbn of these documents by anyone /E M CONSULTING ENGINEERS Is expressly prohibited w(thout consent of Masteller & Alder. Inc. pursuant to the Federal DATE 11-01-99 VN/EHM Q �,+ Phase 3 Copyright Lar.' SCALE DR/APP 2205 14th AVE. 5211 Okeechobee Road ' Vero Beach, FI 32960 Ft. Pierce, Florida 32947 Q��•'� /� AUG !� Q ��,'� AS NOTED Ph: (561) 567-5300 Ph. 561) 466-9200 �LoRiv� INDIAN RIVER COUNTY PROJECT NO. 96Il,r", ©1999, MASTELLER & MOLER, INC. SHEET 61 OF 89 Fax (561) 794-1106 Fax (561) 466-9230 STEPHEN E. MOLER, P.E. FL#33193 DWG No 9649 . 24-.- ROW_...__.... ... _....... ._« «....._«.... ....««_..«._........ .._. _. i 18-............... .._------- ------------ -------------- J- _- 16 -. .................«..«I ....... -------- ....... -_._..._----------- _......_.........------ ----- _....._..------------- STA TION: 306+00- I ._...................... ..__ ......._...................................-........ 14 ..........._.----------...................._.. CUT AREA (SF) = 23.04 _ FILL AREA SF = ( ) 88.81 1 2 ----..._.-.........._........._...........__-_...«...----..-......_.........._............................................. CUT VOLUME (CY) -= 195.58 FILL VOLUME (CY) 20970 . 10 ---- _ _ -------. _ ..------ ----- ----._...............................---......................... CUMULATIVE CUT VOLUME (CY) = 9831.68 CUMULATIVE FILL VOLUME (CY) = 117135.35 8 - �1..............................._.._.. -120 -100 _.................................. ...... _......................................... ........ -....... ............................... _ . __ ....._«_...._...._. - _ - I 22 ............................................. ......................................... ....................... -........................ ----..........- - .._..._..._.� .. . .......... .._.._... _ ..._ ..--------................_........ . _. .. « ......_..----_----_------------____....._0�0 _ ..._ _....._.- .................._._ ua ._.«.._......_ _ _ _. M ..«...«...._....................-----.. r�- ._.... - 06 ae 2 Do `�`� 0p °0 0.02 0.05 � -�_°p 0.05 O.O 0.02 0Q rte. 0.02 • 0.0 . .............. .............._......_......... ......_......._........_....._...._................................. -..._._._... ..... .............. �....._!...................... �..... . - 003_ �... ...................---------------------------......._... �...._n ...... ;l . .............. .._. _ _-------_.� ...._.__......-----._..__.. «.......::.... _ � -16 v I n ............................--- ......_..._ ..... _....... _............. _.._.................. ......... . _ __ I EXISTING 120 WATER -,MAIN--- - _.__. __.__ _ _._ EXISTING 8T0',FORCE-MAINS 2 13- 98 541'0 RCP DRAINAGE ! I -- ---........ --- _------------------------------ -..._-------- _.._...-_--- _--- _------- ........ - _............ ---------------_...-------- -- «. __...... . --- _ _ ___.._................... _... __... __.._.... _.......... __..... _._..--....... ................... ._.....__ -................ -............ ... ....... -....... «... _..... _........... ._.....-_......... _.... .__.._:._.-..«..«._._._..«._ _.._. _ ...... « _ _ PR OSED 48"0 RCP DRAINA10 s I -80 40 -40 -20 0 20 40 6080 8 306+00 CONSTRUCTION BASELINE LT. PGL RT. PGL «.«.«.....................«_............._«........«.........------...._.............._......._._..._._....__........«. _ ......_....................................._---..._....._..................................................................._......._...._....__-__.. _ «_..._........._.------._....._....._------------------------------...._--------..................._......................---._--------------------....._............_. «. ROW 1.56.51' 59.00LU 69.00' I. _ _ ... _................ _ ...... _... _ .._. ................ __................«.«_.... _... _ _ _ _._.._............. _ _ _ --; .__...__....._..._......_. __ ..........._ ..._....«..._........ - - __... _ __ ...... .«....... _ .... - _ __ _ __ __ ..0 ._ « _ _ ----- TINGCONSERVATION AREAS -8.00 - 28 42 6.00_ 13.33 13 75 s•fl0 �_ . 28.00' 5`00-- 6 0 __ "_ ....�_-` �--22 DQ NOT DIST Uf ?B 14.00' f200' Esq _ 00 12.00 1 00 " A M ^ w --_AND--__GRUBBING °' ............................«......................_......._....._..........._...._..........-......................_........_.........._..__........_......._------. ----------------------------.cca ...._.... _.. [ _-...«......... ... - - --- -- -- °' °' °' ^ ' 0.02 co° 0.02 0.05 C c o05- " 0.02 06 CN 00 o. 2 { i 00 � I CN J 1 - - n I I ................ .................... ... -_.._._.............. ................. -.............................. ... _... __...... _....__........... _...... ..................... ,................... _..... ............... _.._...... ..._............ ........ .... _..- ...................... ... --------- - ......- ................. .. -- -- PROPOSED 54"0 RC,EXISTING 12"0 WA TER MAIN) ' EXISTING F "0 FORCE- MAINS � I ; DRAINAGE I --........................ _.......................-"""- -..........._........................._...........---"---"-"-- ---- -.......------------------------------..........................._................__...-._---------- - -----------------------------... ---"--"------------- - "-"-------...-----_---_:.._........------._....------------------------------_------_----------------------- ., ._:z...., ,....._:......:.. _ _. _ ...._ PROPOSED 4870 RCP DRAINAGE ........... ..................................... _........... _-... _...... -....................... _.._....... - - ......_... - ... ........ .__..__.................... __... _...-.................................. ..- __... « ..«...._......«_..«.. _..._... . 10 r _ i CUT AREA OF UNSUITABLE MATERIALS (SF) = 0 -160 -140 -120 -1100 -80. -60 -40 -20 0 20 40 60 80 V 6' CUT VOLUME OF UNSUITABLE MATERIALS (CY) = 0 R ,j f CUMULATIVE CUT VOLUME OF UNSUITABLE MATERIALS (CY) 23553.78 T �j • � i C 2' A L 3 FEB -01 I.R.0 COMMENTS DATED 10-16-00 2 SEP -00 L.B.F.H COMMENTS DATED 08-28-00 1 MAY -00 I.R.0 COMMENTS DATED 01-04-00 NO. DATE DESCRIPTION REVISIONS HORIZONTAL County Road 512 0' 10' 20' SCALE: HORZ. 1"=10' GRAPHIC SCALE VERT. 1"=w4' D INGi3{ 9649P3CS2 CROSS-SECTIONS DRAWN C./.F. gIVER "Title to dl documents Wch bear the copyright - � of Mastener k Mder, Inc. is vested solely in MASTELLER & MOLER INC. �O.F.C. Ay-, Hosteller Et Mder. Inc.Ina These documents ore DESIGNED VN/EHM ' provided projectMy other use orin ereusetoof these VN HM _ N Q �� C.R.512 Improvements documents a any f these oc display, sale. yo CHECKED sM Z other d'spositbn of these documents by anyone /E M CONSULTING ENGINEERS Is expressly prohibited w(thout consent of Masteller & Alder. Inc. pursuant to the Federal DATE 11-01-99 VN/EHM Q �,+ Phase 3 Copyright Lar.' SCALE DR/APP 2205 14th AVE. 5211 Okeechobee Road ' Vero Beach, FI 32960 Ft. Pierce, Florida 32947 Q��•'� /� AUG !� Q ��,'� AS NOTED Ph: (561) 567-5300 Ph. 561) 466-9200 �LoRiv� INDIAN RIVER COUNTY PROJECT NO. 96Il,r", ©1999, MASTELLER & MOLER, INC. SHEET 61 OF 89 Fax (561) 794-1106 Fax (561) 466-9230 STEPHEN E. MOLER, P.E. FL#33193 DWG No 9649 . 24 -----._ROW 22--------- . . . . ............................._....._.............._... _...... .............. _... _.._.................. ........ EXIS.T I NG...ONSER VA.R1011._.AREA.S._._.._..........-----.._.............................._... DO NOT DISTUR NO "CLEA ING AND GRUBBING" 20- - ._..._ _ ...._ __........_._..:..........._... ................ _,.................... _............................. ................ ....... _........ __..... .............. _............................ ................... .......... ......... ------- _---- ------- - ------.-....--...._-........__.._..................._._.....--.._.__.............................. ............................................. ............................ ....... ............ .................... _....................... _. STATION: 311+00 ............._....._.._..........._.........._............_..........------.........T...._............_. -. .... .... ................ 1 6.51' ...................................................................................-- E N ....................................... _.... _..... _---PPPPPP.. -°'& _ ._._PPPPPP s' _............_......... ................ -........................ ........................................ _.._............. -.................................... ..... -.... CUT AREA (SF) = 116.05 FILL AREA (SF) = 16.27 CUT VOLUME CY = 387.72 - FILL VOLUME (CY) = 53.44PROPOSED 54"0- RCP DRAINAGE -/ 12 -.__....w.. ...._......._.._..._.._...._...__....... _...... _..... _...................................................................................................................................................... ....................................................... . ...........................................................PPPPPP--......-----...._................................ CUMULATIVE CUT VOLUME (CY) = 12455.04 ............... CUMULATIVE FILL VOLUME (CY) = 117475.96 10 311+00 CONSTRUCTION BASELINE LT. PGL RT. PGL ROW ---......... ....... ---- ----- _..._----- _...-.._._._..__ .............. .-.._ ._..... - 24 22 18 --.-................................ ....-_...__.._..- .... __........ �---.._.......... ..... _..... _........... ................. _....... ....... _.............. _...... __..... ............ .............. _............... ----.......... _......... __.._._._........._._._...__..... U� I ............... _ --EXISTING 8"0 FORCE -MAIN I ...................-......... ---.._..-._._......_.__..._.._...._......._................ _ ... - - .... _...._......_.._._.___......_........_.........-_.........._........._ ........._-------..._........----.........-......_..............._._...._._._._....__-..._._.......-....._..._._..._.._._......_... _ � EXt �TTIVG--•12"0 WATER -MAIN --�"W�-'�`-`- ��-M---�--��-�---- 14 _ ............................... ------.....---........._.......... -- ....._._................ - - _......_..................................................................-_....-.....-..------ .._...........------..._ _ ............ . 48 0 RCP DRAT -AGE __....._...__........_..--- -----w_ --- _---- .._...___...._.._......._._.._.____._.._ ...__..._.._..._..._...-.._.._12 i CUT AREA OF UNSUITABLE MATERIALS (SF) = 0 -160 -140 -120 -100 -80 -60 -40 -20 0 20 - CUT VOLUME OF UNSUITABLE MATERIALS (CY) = 0 CUMULATIVE CUT VOLUME OF UNSUITABLE MATERIALS (CY) = 23553.78 ROW -156.51' 24 _ _ ..._._ ...__....._ ..._._._...__......_...--_._------------ ------------------------------- --------- _._.- - ......-_............................ _.PPPPPP................................................. EXISTING CONSERVATION AREAS DO NOT DISTURB 22-...._.-_-.._.._.-..-_.-__......--..--...._.----...-._..-.......... ........... ._... ----.........__............. ........................_....... ,. NO CLEARING....,��• yD....GRtiBB1NQ"................................ _...... ................................................. .................. _.. 20 _................._.........................._.._.............. _................. .... ... _ ............................ .............. ............. _...................... ....._._....................... _..._........... ...................................... ..... _.......................... --............ .------------------- --- .........._....---PPPPPP.----............... 18- ......._...._. ...... _.... .___._.....--...... _........ _..... _................... .......................................... .................. ............................................. ......... ......... _.................... P .__ ......... _.._.._..................... _............ _.................................... .................... _........................ ........................ ........... -...... ......... ....... .__......... .......................... ............... STATION: 310+00 14- ........... ._._...,...,-___......_...._......... ...... :............. _..................................... ......... .............................................. ..._............................................ ......................... ........................ .... I......................... CUT AREA (SF) = 146.53 PROPOSED 54"0 RCP DRAIM4GE .............._............_..:...._....._...............-----....................:...-.---...................._............_........................................ _......... _.................... _...... -----.....-- FILL AREA (SF) = 7.51 12- ............._..._.._._._.._...._..------•-------------------._.._. � CUT VOLUME (CY) = 486.26 = 44.04 10--_-...--.__..............--._..-_-.---..___.....__.-.__-.-._.-._..-......_-------...____-----......------------._....-----_.-.........,.. FILL VOLUME C Y ._ .... ---------- ____----------- ------ _...................... ............... _.................. __..... _..__....._... ( ) CUMULATIVE CUT VOLUME (CY) = 12067.31 117422 51 8 40 60 80 310+00 CONSTRUC7ION BASELINE ROW , LT. PGL RT. PGL 69.00' 59.00 --_ __... _.............. -.... ,...-- 8.00 = 47.75 17.75 I ---14. 2.00' - - 12.00' 9.75 9.75 12.00' 12.00' 1 1 00' =-- _... --- ............................. ............ ---..._....... _... ..------ -------------_... Do 0 22 to o I Qi d o a � rn . _ ._. ......_---- rn ........_.........._.._ ai ..._._........._._.._.-. __.._.......--.-_o� �� 2 `-� C6 0.0, 3 ° 0.02 0 02 - 0.02 0.02 D0 0. 3 r?. 02 x. ►,� ...... _................................ ..................................._ .._. .. _ .................... ------------- ............... _.PPPPPP -PPPPPP-----•-.--.... ..... _..__.._..__..........---....-----.�..._......_.................._.__........._.._........__�.___.__....._....._.._......_....---.._._..__....._-..._....._.__....__...___._...._...........__..._.m..__.._...._._.....__.___._._._._w_._.. ..�..._.._.._-M i.:.�.__.-. - -1s �-EXIS'T1NG 12"0 VMTER-MAIN v ` `-EXISTIVG 8"0 FORCE -MAIN ..I -....-- _......._._......_...... _- ----...- -...._...._................................_... -_______......................._..............._....... - .._....._ ._........_.. _......_...__....._...__....__..._....._......----....._................................-__,...................................-----......_.---...-----......_. _.._._ ._ _..._._._.............._......_� _-... __..._._.. _.__ _ _.... _ _ __._. - _.�_ � _ 14 .......... .............. -..... .. _........ ........._...._ - - --- PO - - '0 . PCP - -- _- - ---------........_......._............_...----------........------------.................------..._....-..........._.......................... 1�?OPOS�•b 48 0 F�C1' b�?AlhidGE.........._.._......---------........._...__.............---- I I - ._....._..... __ _ _ _ _ ._._.._......_..__ - PPPPPP _.._ .... .. __....._..._......._........_ .....- - - --- _...._.... .._._...__..._....._ _..._._ _ ._.....:._...__..................._._....^.._......_......__.... _.....- -- .._....... -._••-_-...... _................. _.... ...._ _ .._ _ _ _.__._.._. _ ...._.. _.... - . _ _ ! .. _.__...__.. 10 i CUMULATIVE FILL VOLUME (CY) _ CUT AREA OF UNSUITABLE MATERIALS (SF) = 0 -160 -140 -120 -100 -80 -60 -40 -20 0 20 40 60 80 CUT VOLUME OF UNSUITABLE MATERIALS (CY) = D _ 309+ 00 CUMULATIVE CUT VOLUME OF UNSUITABLE MATERIALS (CY) = 23553.78 j CONSTRUCTION BASELINE _. ROW ....__.. 1.31 ' 24 _ ---- ........_...._._......._..._...._......._...........__..---. ---- LT. PGL RT. PGL _................_.......... _...-._...........__....._.._-. _ _................ ........................... _.._.................. _... - - ._........_......:..........._........_...... _._.........__ _ ___._.. _..__�.._...._ _............. _ _ .. _PPPPPP. -- _ ._ ._......__.. - . __ ._ PPPPPP. ......._......_....... RDW ' f �-...._." II .. 1 6.5 1 9 ;O+ 3z 8..00..' - - --- 12 -5 ' ' _ - 59. 5.[10' 6.00' I ................. ......... 1 ___ _ .._..._..... _ .._....._.........._ _ 35.20 _ I 22-w _ ......_._....._....._................._..........._._...._ _ - _........._. __. ..._.__.__..EXIS.IlN. ..-C.O.NSERYAT'ON AREAS...--......_...................................................................._..................----- _..... _.... _. ----.._.._. __..__... ........_.. ,3.,�1._..--- ......... _._. ......_.............._._... _.. _._. ___ ___ 46..44.._._..__ I DSO NOT DISTL:RB 6.ID0' 6 OC'- -. _ _ .....-._... --. --22 I— __ . _. _ _. -.. - _._._. PPPPPP _.__. _. - - 3 FEB -01 I.R.0 COMMENTS DATED 10-16-00 2 SEP -00 L.B.F.H COMMENTS DATED 08-28-00 1 MAY -00 I.R.0 COMMENTS DATED 01-04-00 NO. DATE DESCRIPTION REVISIONS � I VN/EHM VN/EHM >MA VN/EHM DR/APP 2205 14th AVE. Vero Beach, FI 32960 Ph. (561) 567-5300 Fax (561) 794-1106 -140 " -14.7 ' 12.00' 8.44' - - - - _ ' NO CLEARING AND �RUBB/NG 8.44 12.00 12.00 1 00 -- N ._..............................._................._....----....._.._._......... .......-------------•--......................................_.......... _.._..... - .._...... _..._..........._....._..._.. _ _.. PPPPPP 00 0p o o � I Wd __ . �... __ .....__ _ _ - ----..._...._st ._._.........._..._-_ _ ___ _ : - ..._......_....._..._� ......._......... ... �._ __...._ .�1....__..._.. - " ............... ....._....-........._... .._..._...._....._..-_... ..._ _ __ _ _ _ _ ._.- _...-......_........................._.........................._ _......... I_.'...__..._..._ _.___ Do OD (0 �- °p 0.02 .0. -atj eo - °L$:0�00 co 0.0 _ r_ i_ 0.02 2 / 0. O1 ......................_.......................................---------------.._..__..................�.- _......._.......... -....------............_........_.........---..__................_..__ .,.... _..._........__ ..20 c.� 0-02 V00 ���- _ __._......._..... .._..............._....__. _PPPPPP_ _.._....__..... 6. __._ ........ .. _._ __........_...-.. ........ _� 03 -� '1 J_ _ -_ - � 18 ............ _......... .............................. -................. ...... ........................ __..- ....... ....... ....... ... ---...-----...._...... ................................................. ............ ............ _........ _..__.........._............. .._._...., - ........._..--------- ........_......_................_PPPPPP---.........._._.._...__._.....__.._........__.............._.._..._...._.__-....,__.._....._....-._-__•-----.-___�..._.._...-....._.....-......-.._..__.._.___..._.-----•__-._.._.__,�..___-.H....._....� 1 s � 1 EXISTING 20" WATER MAIN--` 0 " y _.-..... _.................... ....... ..... ...__...... -._...... _.._.............. ..... ..... _............. _............. _..... ............... ...... _......... .._....... ......................... .................... ........ -.... ..._..... __...--- _ --... _.... ....... -------- _ _ _ _ ................._. __. _.._. _.._........_._ ._......._._. EXISTING 8 0 FORE MAIN _........---------....-....................------.�._..._.._...__..._.._._._-----._.............-----------......_..___._._ ._- .. PPPPPP. .. _.._ . __. _ - ------.._--- ---.._..__....._......________-.._.m,......__.__.._......-.....�.._. _.__..._.....__._.._.___.-..._ 14 PPPPPP. I 'ROPOSED 54"0 RCP DRNNAGE ....................._...._....-............................._.........._----........ ............... _............................ ....... ........ ... --- ------._...._....------ --- -- PPPPPP --.._------ ..... _....... _............ ... .......................... ....... .... -..... _...._...._......__...... -_.._....._.....__......... ................ ........................ _.... ........ _._.__............ __._...._....................................... .-_........ _....... _.._...__..... ..-.__- 12 _.r_. .............................................................. .............................. ........ _... .._....._...... _.._.................. ................... ------PRC)POSFD. -48"_RCP -DRAINAGE..__............ -..._..................... -120 -100 -80 -60 -40 -20 0 20 40 60 80 8 MAS TELLER & MO LER, INC. N CONSULTING ENGINEERS 5211 Okeechobee Road Ft. Pierce, Florida 32947 Ph. (561) 466-9200 Fox (561) 466-9230 givE1Q110 o `iORID�* County Road 512 SCALE: HORZ. 1"=10' VER T. 1 "= 4' CROSS-SECTIONS C.R. 512 Improvements Phase 3 INDIAN RIVER COUNTY -PROJECT NO. 9611A V 6' 18...._ .. _...._.._.----_..__...... _. E 16 --_-._........._-- STATION: 309+00 14-----...__ _........ __.---- .-____. CUT AREA (SF) = 139.76 T FILL AREA SF = 24.72 () 1 CUT VOLUME (CY) = 530.17 FILL VOLUME (CY) - 59.69 A CUMULAI TI VE CUT VOLUME (CY) = 11581.05 HORIZONTAL CUMULATIVE FILL VOLUME (CY) = 117378.48 F -160 CUT AREA OF UNSUITABLE MATERIALS (SF) = 0 - 0' CUT VOLUME OF UNSUITABLE MATERIALS (CY) = 0 CUMULATIVE CUT VOLUME OF UNSUITABLE MATERIALS (CY) = 23553.78 3 FEB -01 I.R.0 COMMENTS DATED 10-16-00 2 SEP -00 L.B.F.H COMMENTS DATED 08-28-00 1 MAY -00 I.R.0 COMMENTS DATED 01-04-00 NO. DATE DESCRIPTION REVISIONS � I VN/EHM VN/EHM >MA VN/EHM DR/APP 2205 14th AVE. Vero Beach, FI 32960 Ph. (561) 567-5300 Fax (561) 794-1106 -140 " -14.7 ' 12.00' 8.44' - - - - _ ' NO CLEARING AND �RUBB/NG 8.44 12.00 12.00 1 00 -- N ._..............................._................._....----....._.._._......... .......-------------•--......................................_.......... _.._..... - .._...... _..._..........._....._..._.. _ _.. PPPPPP 00 0p o o � I Wd __ . �... __ .....__ _ _ - ----..._...._st ._._.........._..._-_ _ ___ _ : - ..._......_....._..._� ......._......... ... �._ __...._ .�1....__..._.. - " ............... ....._....-........._... .._..._...._....._..-_... ..._ _ __ _ _ _ _ ._.- _...-......_........................._.........................._ _......... I_.'...__..._..._ _.___ Do OD (0 �- °p 0.02 .0. -atj eo - °L$:0�00 co 0.0 _ r_ i_ 0.02 2 / 0. O1 ......................_.......................................---------------.._..__..................�.- _......._.......... -....------............_........_.........---..__................_..__ .,.... _..._........__ ..20 c.� 0-02 V00 ���- _ __._......._..... .._..............._....__. _PPPPPP_ _.._....__..... 6. __._ ........ .. _._ __........_...-.. ........ _� 03 -� '1 J_ _ -_ - � 18 ............ _......... .............................. -................. ...... ........................ __..- ....... ....... ....... ... ---...-----...._...... ................................................. ............ ............ _........ _..__.........._............. .._._...., - ........._..--------- ........_......_................_PPPPPP---.........._._.._...__._.....__.._........__.............._.._..._...._.__-....,__.._....._....-._-__•-----.-___�..._.._...-....._.....-......-.._..__.._.___..._.-----•__-._.._.__,�..___-.H....._....� 1 s � 1 EXISTING 20" WATER MAIN--` 0 " y _.-..... _.................... ....... ..... ...__...... -._...... _.._.............. ..... ..... _............. _............. _..... ............... ...... _......... .._....... ......................... .................... ........ -.... ..._..... __...--- _ --... _.... ....... -------- _ _ _ _ ................._. __. _.._. _.._........_._ ._......._._. EXISTING 8 0 FORE MAIN _........---------....-....................------.�._..._.._...__..._.._._._-----._.............-----------......_..___._._ ._- .. PPPPPP. .. _.._ . __. _ - ------.._--- ---.._..__....._......________-.._.m,......__.__.._......-.....�.._. _.__..._.....__._.._.___.-..._ 14 PPPPPP. I 'ROPOSED 54"0 RCP DRNNAGE ....................._...._....-............................._.........._----........ ............... _............................ ....... ........ ... --- ------._...._....------ --- -- PPPPPP --.._------ ..... _....... _............ ... .......................... ....... .... -..... _...._...._......__...... -_.._....._.....__......... ................ ........................ _.... ........ _._.__............ __._...._....................................... .-_........ _....... _.._...__..... ..-.__- 12 _.r_. .............................................................. .............................. ........ _... .._....._...... _.._.................. ................... ------PRC)POSFD. -48"_RCP -DRAINAGE..__............ -..._..................... -120 -100 -80 -60 -40 -20 0 20 40 60 80 8 MAS TELLER & MO LER, INC. N CONSULTING ENGINEERS 5211 Okeechobee Road Ft. Pierce, Florida 32947 Ph. (561) 466-9200 Fox (561) 466-9230 givE1Q110 o `iORID�* County Road 512 SCALE: HORZ. 1"=10' VER T. 1 "= 4' CROSS-SECTIONS C.R. 512 Improvements Phase 3 INDIAN RIVER COUNTY -PROJECT NO. 9611A V 6' f E V 6' E R 4, T I C 2' A HORIZONTAL L - 0' 0' 10' 20' GRAPHIC SCALE DWG# 9649P3CS2 DRAWN C.I.F. Title to all documents which bear the copyright of Masteller k Moler, Inc. is vested solely In Masteller k Moler, Inc. These documents are DESIGNED MFC, provided to the owner solely in connection with this project. Any other use or reuse of these documents or any reproduction, display, sale, or e� CHECKED L. other disposition of these documents by anyone Is expressly prohibited without consent of Masteller k Moler. Inc. pursuant to the Federal Copyright Law.' DATE 11-01-99 AUG 2 Q 203, SCALE A.5N67ED SHEET 62 OF gg ©1999, MASTELLER & MOLER, INC. STEPHEN E. MOLER, P.E. FL#33193 9649 DWONO I j { 3 FEB -01 I.R.0 COMMENTS DATED 10-16-00 2 SEP -00 L.B.F.H COMMENTS DATED 08-2B-00 1 MAY -00 I.R.0 COMMENTS DATED 01-04-00 NO. DATE DESCRIPTION li l R EVI SI ON S i ! DO NOT NO "BLEARING -120 -120 -100 -100 314+00 CONSTRUCTION BASELINE LT. PGL RT. PGL ROW - ---- -.......__..,._...._............................................................. -.---........ -----..._..... _.__....._..«_.»-.-------•-----._._-......_.........---•----..._.............................._........._..................................._....«.-....--------------...---_....... «y..........._.» ..».._». . L 69.00 156.52' ' 59.00' , r 3 e e ? i C ' r...... .. ,......__....---t ..............---------------.......---- ......---•---••--........................._».........................._..__...._.._._............__.K.._......---•-• ».... 4- ...................... ................................_._..........,..........._......................._.._.__..a......_._......._....__.«..._.........a....__.....__._.._.......�..QO�._.....-----..._......_...t..............-_..«.._...__......._.e..__.............._. : � ... '...'... t�. p ..»i7:Q0......... 6.00 - _.. ....6:00: 8.00 28.00 ; 13.75 13.75 28.00'g ----14.00' -12.00 y 12.00" 14.00' - LO 3 _ •. _.._ ...__.._.....__««.._.. .__.._...__.r. .._..._.._. _------......_-------_--- .. .._.._«._...__......_..__..............._............._............._..._......._ »»» .........»......_ _ .«_..................... .»........_. .»._.....».-.._».... .».n.....»..»»»»......... _»» »... .... ....................j..._....................._............_.._a............_.........................._.._..q............----------...._...� .,.._....._..._._..-0 .._ . _,. ^ ....rM.... _..q». ._� Ixa.». «.f«.. i = ...._ _...-..�.....-..;...._........\...............-----..:......_rte........__ _...... g - �al N 020 02 p•p5 0 LO N; 05 W_ EN 0.02 _-0. _0.. 2N «................................_....... _.... a...... »»» 11 000 Cr 003 _............... ro N = i i -60 -40 . i -14.0.0 .... _... _««........ ��' J � 003 F i ._«..__........._..........._.0.._-----_......_...................... `......... «...................... ry..«. .M -40 EXISTING 24 22 -20 18 16 14 -_-- ...................Q................ - ................a........._._......................-...._..........__ ......__..«..««. ........_«......_..................»......«.........._.......«....n...«...n«....« � « _ «.. � «. « .» «._ � __ � � .. _ � _ .._._� _ »_. __.. 12 = 3 n. in.... ....I « i ...i �». 3 ! i j I I 10 -20 0 20 40 60 80 z 313+00 CONSTRUCTION BASELINE LT. PGL RE PGL ROW .........._«_._............«.«...«.........«..---.....«.«...«....._........_ ,» « _.._«....«...«« _.... 89.00 i i • 59.00' «... ._..... a.... ._...._ _ .._.._ .'. -_. _ .«.«..««...._ «.........13.75««.....�. 13.75001 «« y._.... «««..».. ' .« ...._......... _� .Q-�:.._. V • ©Ci. �'. �. » . z `" F -12.00' 14.0 : - 12. 0' 0 i Qi C0ip .05 vi N 0i . �.Jr... -0r0.2 «.__...... _..............»......_.... __ 5 - 6 •1 ...«.«......._..............._ ........«......«q..._....._................................\�«..........n......._..................................I ..._.........«_...«y«....................«..........«.«.«.�F .n nn.+n..n..w..n...v.«...............n.i ...-n.....v..n..............«..«.,. «.p ....................» .....«......�, ............«r. $ -20 0 20 40 312+00 CONSTRUCTION BASELINE r .6 LT. PGL _ RT. PGLROW . -----------_... _._........_».._..._....... »..«_............ .........--------.._..... _..................... _.,«..........._... _..............._n. 69.00' _. « _ «........... _......_._....-....... 59.60 i 7.75' 13.75' . 00'- ' 28. CJD' - - : - 6. DO'_ W 6 14:f10' ' o--...............»................«.....__«.........._............--- .....«....«.«......... �i2:00` 14:fJ0'.---.«� d_ .._.» ..« _ ._ « .. _ _._.� .1 ._ _ n _ 22 3 Ci s.00 �� �. -.. -"' �5 -' .................._..... °R°, ....... __-•-------._ 05.. °' ........n o -D ` ..« ._..«_. ' «. _. _ _- - « . _ «...�.� - - 20 1... �- '� - •� •�. 2 ; _ 0.03 _ �f.ar - _ of -120 -100 Qui I i 11 I I i i MASTELLER & MOLER, INC. i VN/EHM >MA ......... « ................4..........._....- ..» »._._........... _ _... ««._....».».... I j { 3 FEB -01 I.R.0 COMMENTS DATED 10-16-00 2 SEP -00 L.B.F.H COMMENTS DATED 08-2B-00 1 MAY -00 I.R.0 COMMENTS DATED 01-04-00 NO. DATE DESCRIPTION li l R EVI SI ON S i ! DO NOT NO "BLEARING -120 -120 -100 -100 314+00 CONSTRUCTION BASELINE LT. PGL RT. PGL ROW - ---- -.......__..,._...._............................................................. -.---........ -----..._..... _.__....._..«_.»-.-------•-----._._-......_.........---•----..._.............................._........._..................................._....«.-....--------------...---_....... «y..........._.» ..».._». . L 69.00 156.52' ' 59.00' , r 3 e e ? i C ' r...... .. ,......__....---t ..............---------------.......---- ......---•---••--........................._».........................._..__...._.._._............__.K.._......---•-• ».... 4- ...................... ................................_._..........,..........._......................._.._.__..a......_._......._....__.«..._.........a....__.....__._.._.......�..QO�._.....-----..._......_...t..............-_..«.._...__......._.e..__.............._. : � ... '...'... t�. p ..»i7:Q0......... 6.00 - _.. ....6:00: 8.00 28.00 ; 13.75 13.75 28.00'g ----14.00' -12.00 y 12.00" 14.00' - LO 3 _ •. _.._ ...__.._.....__««.._.. .__.._...__.r. .._..._.._. _------......_-------_--- .. .._.._«._...__......_..__..............._............._............._..._......._ »»» .........»......_ _ .«_..................... .»........_. .»._.....».-.._».... .».n.....»..»»»»......... _»» »... .... ....................j..._....................._............_.._a............_.........................._.._..q............----------...._...� .,.._....._..._._..-0 .._ . _,. ^ ....rM.... _..q». ._� Ixa.». «.f«.. i = ...._ _...-..�.....-..;...._........\...............-----..:......_rte........__ _...... g - �al N 020 02 p•p5 0 LO N; 05 W_ EN 0.02 _-0. _0.. 2N «................................_....... _.... a...... »»» 11 000 Cr 003 _............... ro N = i i -60 -40 . i -14.0.0 .... _... _««........ ��' J � 003 F i ._«..__........._..........._.0.._-----_......_...................... `......... «...................... ry..«. .M -40 EXISTING 24 22 -20 18 16 14 -_-- ...................Q................ - ................a........._._......................-...._..........__ ......__..«..««. ........_«......_..................»......«.........._.......«....n...«...n«....« � « _ «.. � «. « .» «._ � __ � � .. _ � _ .._._� _ »_. __.. 12 = 3 n. in.... ....I « i ...i �». 3 ! i j I I 10 -20 0 20 40 60 80 z 313+00 CONSTRUCTION BASELINE LT. PGL RE PGL ROW .........._«_._............«.«...«.........«..---.....«.«...«....._........_ ,» « _.._«....«...«« _.... 89.00 i i • 59.00' «... ._..... a.... ._...._ _ .._.._ .'. -_. _ .«.«..««...._ «.........13.75««.....�. 13.75001 «« y._.... «««..».. ' .« ...._......... _� .Q-�:.._. V • ©Ci. �'. �. » . z `" F -12.00' 14.0 : - 12. 0' 0 i Qi C0ip .05 vi N 0i . �.Jr... -0r0.2 «.__...... _..............»......_.... __ 5 - 6 •1 ...«.«......._..............._ ........«......«q..._....._................................\�«..........n......._..................................I ..._.........«_...«y«....................«..........«.«.«.�F .n nn.+n..n..w..n...v.«...............n.i ...-n.....v..n..............«..«.,. «.p ....................» .....«......�, ............«r. $ -20 0 20 40 312+00 CONSTRUCTION BASELINE r .6 LT. PGL _ RT. PGLROW . -----------_... _._........_».._..._....... »..«_............ .........--------.._..... _..................... _.,«..........._... _..............._n. 69.00' _. « _ «........... _......_._....-....... 59.60 i 7.75' 13.75' . 00'- ' 28. CJD' - - : - 6. DO'_ W 6 14:f10' ' o--...............»................«.....__«.........._............--- .....«....«.«......... �i2:00` 14:fJ0'.---.«� d_ .._.» ..« _ ._ « .. _ _._.� .1 ._ _ n _ 22 3 Ci s.00 �� �. -.. -"' �5 -' .................._..... °R°, ....... __-•-------._ 05.. °' ........n o -D ` ..« ._..«_. ' «. _. _ _- - « . _ «...�.� - - 20 1... �- '� - •� •�. 2 ; _ 0.03 _ �f.ar - _ of -120 -100 Qui ROW 11 givE.R i i MASTELLER & MOLER, INC. Lo VN/EHM >MA ......... « ................4..........._....- ..» »._._........... _ _... ««._....».».... �I 22 _ « _.......«..... «««...;..««...«...........»................................... I VN/EHM i : !I 18-------«._._...-.---.._»-----....,». ..... . «__..........«....,..._...... STATION: 314+ 00 is- «.....«_. _. .__.... «.....i............__........... .__.«__....g-. ....._ CUT AREA (SF) = 82.87 i AREA (SF) 24.05 ..«.............«.... ....................«...... _.».»...FILL .. CUT VOLUME (CY) = 346.15 Fax (561) 466-9230 FILL VOLUME (CY) = 82.70 12 --- -«--...... « ............._..._.._...._«....«.....4_«._... CUMULATIVE CUT VOLUME (CY) = 13470.94 3 CUMULATIVE FILL VOLUME (CY) 117731.55 10 _ CUT AREA OF UNSUITABLE MATERIALS (SF) = 0 -Iso -140 CUT VOLUME OF UNSUITABLE MATERIALS (CY) = 0 E 20 CUMULATIVE CUT VOLUME OF UNSUITABLE MATERIALS (CY) = 23553.78 i i ROW 26........--- ------------------, _«..,....«««.«...««_.....«......._....,....«..... 80 T i ' _........««.. ...... . ...........««....................................... 3 HORIZONTAL L STATION: 31 ,�+ 00 I i ( - .74 CUT AREA SF - 92 16 _ ._.......«------ --------- _««_.. _«......_«.«_«._«..«... ------ FILL AREA (SF) = 28.36 GRAPHIC SCALE - CUT VOLUME (CY) - 525.20 14�.«....«..._«.«...«.«.««.....«..««__.« .............._«............._..4.««..... FILL VOLUME (CY) = 97.06 9649P3CS2 - CUMULATIVE CUT VOLUME (CY) _ 13124.79 12 -n._«.«... .............»...«.._ - -..y.-«..----........ ....... ....... ..«........... -._ _ CUMULATIVE FILL VOLUME (CY) = 117648.85 'Title to all documents which bear the copyright of Masteller & Moler, Inc. is vested solely In CUT AREA OF UNSUITABLE MATERIALS (SF) = 0 10. - so I -140 CUT VOLUME OF UNSUITABLE MATERIALS (CY) = 0 CUMULATIVE CUT VOLUME OF UNSUITABLE MATERIALS (CY) = 23553.78 ROW CHECKED 24 ___. -------- ................«.«....««.,......................................_... 22-.._....- .« :................_...«...._.«_............ i y ...... «........««_...-' ..... I! 20_._..«.... .............. ---- _............. i _«._..._...._...........---....«.«« «_«..._««« i ......_.-- _......_.«..««..........«.... q18-« Masteller & Maier. Inc. pursuant to the Federal Copyright Law.' i STATION: .._ � x._............... _..........................__.................._..18_. NOTED 312+00 CUTAREA SF 93.32 14_............_. ............... _........ _------ »...-_--_-----_...................... FILL AREA (SF) = 12.59 I i CUT VOLUME (CY) = 344.56 12_ ................_..._.. __. -0 . ................._._ _..._.__...........«. "ILL VOLUME (CY) = 75.83 FL#33193 DWG NO 9649 CUMULATIVE CUT VOLUME (CY) = 12799.59 10 CUMULATIVE FILL VOLUME (CY) = 117551.79 -760 -140 CUT AREA OF UNSUITABLE MATERIALS (SF) = 0 CUT VOLUME OF. UNSUITABLE MATERIALS (CY) = 0 CUMULATIVE CUT VOLUME OF UNSUITABLE MATERIALS (CY) = 23553.78 I j { 3 FEB -01 I.R.0 COMMENTS DATED 10-16-00 2 SEP -00 L.B.F.H COMMENTS DATED 08-2B-00 1 MAY -00 I.R.0 COMMENTS DATED 01-04-00 NO. DATE DESCRIPTION li l R EVI SI ON S i ! DO NOT NO "BLEARING -120 -120 -100 -100 314+00 CONSTRUCTION BASELINE LT. PGL RT. PGL ROW - ---- -.......__..,._...._............................................................. -.---........ -----..._..... _.__....._..«_.»-.-------•-----._._-......_.........---•----..._.............................._........._..................................._....«.-....--------------...---_....... «y..........._.» ..».._». . L 69.00 156.52' ' 59.00' , r 3 e e ? i C ' r...... .. ,......__....---t ..............---------------.......---- ......---•---••--........................._».........................._..__...._.._._............__.K.._......---•-• ».... 4- ...................... ................................_._..........,..........._......................._.._.__..a......_._......._....__.«..._.........a....__.....__._.._.......�..QO�._.....-----..._......_...t..............-_..«.._...__......._.e..__.............._. : � ... '...'... t�. p ..»i7:Q0......... 6.00 - _.. ....6:00: 8.00 28.00 ; 13.75 13.75 28.00'g ----14.00' -12.00 y 12.00" 14.00' - LO 3 _ •. _.._ ...__.._.....__««.._.. .__.._...__.r. .._..._.._. _------......_-------_--- .. .._.._«._...__......_..__..............._............._............._..._......._ »»» .........»......_ _ .«_..................... .»........_. .»._.....».-.._».... .».n.....»..»»»»......... _»» »... .... ....................j..._....................._............_.._a............_.........................._.._..q............----------...._...� .,.._....._..._._..-0 .._ . _,. ^ ....rM.... _..q». ._� Ixa.». «.f«.. i = ...._ _...-..�.....-..;...._........\...............-----..:......_rte........__ _...... g - �al N 020 02 p•p5 0 LO N; 05 W_ EN 0.02 _-0. _0.. 2N «................................_....... _.... a...... »»» 11 000 Cr 003 _............... ro N = i i -60 -40 . i -14.0.0 .... _... _««........ ��' J � 003 F i ._«..__........._..........._.0.._-----_......_...................... `......... «...................... ry..«. .M -40 EXISTING 24 22 -20 18 16 14 -_-- ...................Q................ - ................a........._._......................-...._..........__ ......__..«..««. ........_«......_..................»......«.........._.......«....n...«...n«....« � « _ «.. � «. « .» «._ � __ � � .. _ � _ .._._� _ »_. __.. 12 = 3 n. in.... ....I « i ...i �». 3 ! i j I I 10 -20 0 20 40 60 80 z 313+00 CONSTRUCTION BASELINE LT. PGL RE PGL ROW .........._«_._............«.«...«.........«..---.....«.«...«....._........_ ,» « _.._«....«...«« _.... 89.00 i i • 59.00' «... ._..... a.... ._...._ _ .._.._ .'. -_. _ .«.«..««...._ «.........13.75««.....�. 13.75001 «« y._.... «««..».. ' .« ...._......... _� .Q-�:.._. V • ©Ci. �'. �. » . z `" F -12.00' 14.0 : - 12. 0' 0 i Qi C0ip .05 vi N 0i . �.Jr... -0r0.2 «.__...... _..............»......_.... __ 5 - 6 •1 ...«.«......._..............._ ........«......«q..._....._................................\�«..........n......._..................................I ..._.........«_...«y«....................«..........«.«.«.�F .n nn.+n..n..w..n...v.«...............n.i ...-n.....v..n..............«..«.,. «.p ....................» .....«......�, ............«r. $ -20 0 20 40 312+00 CONSTRUCTION BASELINE r .6 LT. PGL _ RT. PGLROW . -----------_... _._........_».._..._....... »..«_............ .........--------.._..... _..................... _.,«..........._... _..............._n. 69.00' _. « _ «........... _......_._....-....... 59.60 i 7.75' 13.75' . 00'- ' 28. CJD' - - : - 6. DO'_ W 6 14:f10' ' o--...............»................«.....__«.........._............--- .....«....«.«......... �i2:00` 14:fJ0'.---.«� d_ .._.» ..« _ ._ « .. _ _._.� .1 ._ _ n _ 22 3 Ci s.00 �� �. -.. -"' �5 -' .................._..... °R°, ....... __-•-------._ 05.. °' ........n o -D ` ..« ._..«_. ' «. _. _ _- - « . _ «...�.� - - 20 1... �- '� - •� •�. 2 ; _ 0.03 _ �f.ar - _ of -120 -100 Qui .e -40 -LU County Road 512 SCALE. HORZ. 1`10' VER T. 1 "= 4' CROSS-SECTIONS C.R. 512 Improvements Phase 3 INDIAN RIVER COUNTY -PROJECT NO. 9611A 11 givE.R M MASTELLER & MOLER, INC. Lo VN/EHM >MA ......... « ................4..........._....- ..» »._._........... _ _... ««._....».».... VN/EHM ^' CONSULTING ENGINEERS VN/EHM DR/APP 2205 14th AVE. 5211 Okeechobee Road � 14 Vero Beach, FI 32960 Ft. Pierce, Florida 32947 Ph. (561) 567-5300 Ph. (561) 466-9200 ORIDN Fax (561) 794-1106 Fax (561) 466-9230 .e -40 -LU County Road 512 SCALE. HORZ. 1`10' VER T. 1 "= 4' CROSS-SECTIONS C.R. 512 Improvements Phase 3 INDIAN RIVER COUNTY -PROJECT NO. 9611A 11 y Z } ......... « ................4..........._....- ..» »._._........... _ _... ««._....».».... «. _ « � � 16 ......... ------- ........._......___12:B-97 i . 3 n«..».«....«« _....»...� _......._..... li 3 _._. _. _.«.. �.,_ -__.« � 14 3 i 3 I E 20 i o I 60 R 49 80 T i C 2 , A HORIZONTAL L 0' 10' 20' GRAPHIC SCALE D WG# 9649P3CS2 DRAWN UF. 'Title to all documents which bear the copyright of Masteller & Moler, Inc. is vested solely In DESIGNED M.F.C. Masteller & Moler. Inc. These documents are provided to the owner solely In connection with this My other use or reuse of these S.E.M. project. documents orany reproduction, display, safe. or CHECKED other disposltIon of these documents by anyone Is expressly prohNted without consent of DATE 11-01-99 Masteller & Maier. Inc. pursuant to the Federal Copyright Law.' NOTED AVG 2 Q SCALE As SHEET 63 OF 89 ©1999, MASTELLER & MOLER, INC. STEPHEN E. MOLER, P.E. FL#33193 DWG NO 9649 n I III I! i B � i I i I I 1 Z TOP NW SLOT ELM= 17.50 I MODIFIDIED TYPE "C' I INLET TOP TOP EL= 19.00 I � I I 54" R.C.P. 54' R.CP. o I, m I ser M CC I m N,w I PLAN VIEW 3 FEB—01 I.R.0 COMMENTS DATED 10-16-00 2 SEP -00 L.B.F.H COMMENTS DATED 08-28-00 1 MAY -00 I.R.0 COMMENTS DATED 01-04-00 NO. DATE DESCRIPTION REVISIONS V? 4'-5" I i I I #5 @ 6" OC SEE TAB DRAWN I r a— p MATCHER EL. 3'-4" 4" I 14 I 2'-0' 14 i 4" I I 2,10 MTCMasteller GROUTED IN7102"n� SOLE j DRILL (CORE OR C4ST) WITHNON-SHRIAX NON- METALLIC GROUT @ 12" O.C. S.E.M. PLAN VIEW �rRE-FORMED �BF.IVTYlMTLrJ (2) ADDIIfONAL WATER STOP ' 54" R.CP. TOP OF NW SLOT N. T. S. MODIFIDIED TYPE "17 --- `i---------------------- INLET TOP ' 11-0j-99 PYC COATED FABRIC - SCREEN #1T I I 6" nn AUG 2 9 ##M� SCALE EXIST. 24" C.M.P. I I HOG RINGS @4„OC TYP SHEET 82 (TO BE REPLACED)) ' CONSTRUCT 24' R.C.(. PIPE t I DWG NO INV.=13.20 — . - 1 SECTION • N.T.S. 1 P o M , , ":�:.:y�..���'.! : N.T.S. .. 6"x6" PLATE� CHANNEL CHA CASTDV � W/ PRECAST WALL U -SHAPED CUTOUT w : nP iaB' • �. TOP VIEW 54" R.C.P. 54" R.C.P. . '.. ' T-0" 3'-0" + r I . .. W : - ti' . • •• +-- + 4' CHANNEL Wl �J e CHANAL W1 U -SHAPED CUTUiIT I�• ,; k ;..-i r • ` : 'f.,- .l I INV. 11.75 INV.=11.65 /-6"x6" PLATE I I 6"x6" PLATE : — / CAST IN 1—i%;GOING W SECTION A—A o I, m I ser M CC I m N,w I PLAN VIEW 3 FEB—01 I.R.0 COMMENTS DATED 10-16-00 2 SEP -00 L.B.F.H COMMENTS DATED 08-28-00 1 MAY -00 I.R.0 COMMENTS DATED 01-04-00 NO. DATE DESCRIPTION REVISIONS V? SECTION B—B W IRON VA*M RINGS EDGE OF GRM ~ �Mff= =W 'As PER HLARD COMtY REOUREMEM SID Aa IWHOOK TYP 1 StiM AS REWRED. j BL (TYP LL 1166LLLLLLd•LL1:•LLfa /���i�JfT at-,�-. ....... _ ..... � I.y506'O.C. I SEE TABLE I _ (2} Alva"A F I OI I TTm& I MR �(Sff DLY1411.} MSMIMDETAIL)�I �mm"O's � PRE-fOR11ED PRE—FOl eEMrONBE S' - !S' I etxtOraTE lE It tlunETr stop W.. EL _ (hp) I � I w(f Y} STOP (4) TYP. A1 IM! EL — ABOMVE ARM SaarOPENNG �WEIR F!. BELOR OPEIMG � j5 0 6' OR. 15 Q 9' O.C. (M) 15 Q 6' O.C. '�•s o 9• D.C. X15 a •' O.C. (TTP) —(5 a 9' O.C. .. L 3' t]1L T /5 O K O.C. 1' T7� > COMPACTED DRY PREPARED Sl1BUME. BA98 % COMPACT TOP t2• TO 98% AASkSfffO SECTION A—A T-IBa N.T.S. �g xMOMTM 2 3' 3' T I .PABOVE(WHEW 0►7M 3Ma\\\MMMM _ V L 54' tC.P. r A K// I A I 5 T&B . 3'-0" a ^ MANHOLE L, OPERM A\wx\\Mw\\\\\\� k SEEME Be a 9' O.C. 24 15 CORNER BARS 24 B r 0 6. O.C. TYPICAL T PLAN VIEW N.T.S. I 4'-5" I i I I #5 @ 6" OC SEE TAB DRAWN I r a— p MATCHER EL. I 'I I t"TTP �ELEV #5 DOWEL x 18" LONG DESIGNED MTCMasteller GROUTED IN7102"n� SOLE j DRILL (CORE OR C4ST) WITHNON-SHRIAX NON- METALLIC GROUT @ 12" O.C. S.E.M. AROUND PERIMETER �rRE-FORMED �BF.IVTYlMTLrJ (2) ADDIIfONAL WATER STOP - 54" R.CP. IDE OFOPENING TYPICAL AROUND N. T. S. — — --- `i---------------------- 8 GUAGE BY]"CHAIN LINK 11-0j-99 PYC COATED FABRIC - SCREEN #1T I I I/4"ALUM.WIREMESH-SCREEN#2 nn AUG 2 9 ##M� SCALE j,. A NOTED I I HOG RINGS @4„OC TYP SHEET 82 _ -- 01999, MASTELLER & MOLER, INC. STEPHEN E. MOLER, P.E. FL#33193 DWG NO 9649 FULLY WELDED 1" GALY. PIPE FRAME SECTION B—B W IRON VA*M RINGS EDGE OF GRM ~ �Mff= =W 'As PER HLARD COMtY REOUREMEM SID Aa IWHOOK TYP 1 StiM AS REWRED. j BL (TYP LL 1166LLLLLLd•LL1:•LLfa /���i�JfT at-,�-. ....... _ ..... � I.y506'O.C. I SEE TABLE I _ (2} Alva"A F I OI I TTm& I MR �(Sff DLY1411.} MSMIMDETAIL)�I �mm"O's � PRE-fOR11ED PRE—FOl eEMrONBE S' - !S' I etxtOraTE lE It tlunETr stop W.. EL _ (hp) I � I w(f Y} STOP (4) TYP. A1 IM! EL — ABOMVE ARM SaarOPENNG �WEIR F!. BELOR OPEIMG � j5 0 6' OR. 15 Q 9' O.C. (M) 15 Q 6' O.C. '�•s o 9• D.C. X15 a •' O.C. (TTP) —(5 a 9' O.C. .. L 3' t]1L T /5 O K O.C. 1' T7� > COMPACTED DRY PREPARED Sl1BUME. BA98 % COMPACT TOP t2• TO 98% AASkSfffO SECTION A—A T-IBa N.T.S. �g xMOMTM 2 3' 3' T I .PABOVE(WHEW 0►7M 3Ma\\\MMMM _ V L 54' tC.P. r A K// I A I 5 T&B . 3'-0" a ^ MANHOLE L, OPERM A\wx\\Mw\\\\\\� k SEEME Be a 9' O.C. 24 15 CORNER BARS 24 B r 0 6. O.C. TYPICAL T PLAN VIEW N.T.S. I DWG# 9649DE31 I I #5 @ 6" OC SEE TAB DRAWN C a— p MATCHER EL. I 'I I t"TTP �ELEV #5 DOWEL x 18" LONG DESIGNED MTCMasteller GROUTED IN7102"n� SOLE j DRILL (CORE OR C4ST) WITHNON-SHRIAX NON- METALLIC GROUT @ 12" O.C. S.E.M. AROUND PERIMETER �rRE-FORMED �BF.IVTYlMTLrJ (2) ADDIIfONAL WATER STOP #5 T6r.B EACH TAPE. (TIT) \-GROUT D ETA 1 L IDE OFOPENING TYPICAL AROUND N. T. S. IPE T Masteller & Moler. Inc. pursuant to the Federal INV EL. VV EL. 8 GUAGE BY]"CHAIN LINK 11-0j-99 PYC COATED FABRIC - SCREEN #1T ((4) #7BARS TYPICAL��� I/4"ALUM.WIREMESH-SCREEN#2 nn AUG 2 9 ##M� SCALE j,. A NOTED BOT. ELEV HOG RINGS @4„OC TYP SHEET 82 _ -- 01999, MASTELLER & MOLER, INC. STEPHEN E. MOLER, P.E. FL#33193 DWG NO 9649 FULLY WELDED 1" GALY. PIPE FRAME SECTION N.T.S. X.Ta• SCREEN BAFFLE - D ":�:.:y�..���'.! : N.T.S. .. 6"x6" PLATE� CHANNEL CHA CASTDV � W/ PRECAST WALL U -SHAPED CUTOUT w : nP iaB' • �. TOP VIEW !� I" GALV. STEEL BAR '.. ' • + GALE. U --BOLT I . .. W : - ti' . • •• +-- + 4' CHANNEL Wl �J e CHANAL W1 U -SHAPED CUTUiIT I�• ,; k ;..-i r • ` : 'f.,- .l I fi I U -SHAPED CUTOUT /-6"x6" PLATE I I 6"x6" PLATE : — / CAST IN 1—i%;GOING W - PRECAST WALL FRONT VIEW SIDE VIEW HINGE SCREEN HINGE - DETAILS N.T.S. BLOSSOM DITCH CONFLICT BOX (B-1);,iCON�� .C-P.PIPES"ALLHAVENO�OINTSINSIDE TYPICAL BAFFLE BOX DETAILS (N.T.S.) (AS NOTED) 4'-6• 3.I I3I T-6" I3' 13. 3•I I3I 31-6" 1 31i3.6" MANHOLE TOP 6• --` r ELEV. = 19.6 MANHOLE TOP 34'x53" ' E.R.C.P. ' 42' RCP. N C.P. �,-- 42" R.C.P. 42" R.C.P. 2'-9" 2'-9. 6" 6• 34x53" 34'x53' . / E F RCP. 1 _ E.R.C.P. 1 ' INV.=14.30 _"' - ► = 8" INV.= 14.30 • 1 , I INV. 13.34 INV. 13.34 SECTION A—A 1Nv. tt.oa SECTION B—B MAIN CONFLICT BOX (P-3) > (N. T. S.) - M MAST LLER & MOLER INC.RIVER DRAINAGE DETAILS VN/EHM _ �, O C . R. 512 Improvements vN/EHM M N CONSULTING ENGINEERS � z -. ,.� VN/EHM -Phase w DR/APP 2205 14th AVE. 5211 Okeechobee Road Vero Beach, FI 32960 Ft. Pierce, Ph. (561) 466ri9200 947 Ph. (561) 567-5300 ORIDINDIAN RIVER COUNTY PROJECT NO. 9NA Fax (561) 794-1106 Fax (561) 466-9230 I i SEE NOTE #1 BELOW SEE NOTE #2 BELOW 6x6 -2.1W x 2.t W WWF SIDEWALK DETAIL (N. T. S.) NOTE: UNLESS OTHERWISE NOTED ALL CONCRETE USED SHALL HAVE A REQUIRED MINIMUM COMPRESSIVE STRENGTH OF 3.000 P.S.I. IN 28 DAYS. NOTE #1: 8' WIDE ON THE LEFT 6" WIDE ON THE RIGHT NOTE #2: 4" THICKNESS 6" THICKNESS AT DRIVEWAYS _ DWG# 9649DE31 DRAWN C.I.F. 'Title to oil documents which bear the copyright of Masteller & Moler. Inc. Is vested solely in & Moler. Inc. These documents are DESIGNED MTCMasteller provided to the owner solely In connection with this project. Any other use or reuse of these documents or any reproduction, display. sale, or CHECKED S.E.M. other disposltion of these documents by anyone Is expressly prohibited without consent of Masteller & Moler. Inc. pursuant to the Federal DATE 11-0j-99 Copyright Law.' nn AUG 2 9 ##M� SCALE j,. A NOTED SHEET 82 II OF 89 01999, MASTELLER & MOLER, INC. STEPHEN E. MOLER, P.E. FL#33193 DWG NO 9649