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Home My WebLink About2000 - (#125) Roadway ImprovementsSchumann Drive (Roadway IIImprovementlaps S E B A S T I A N. F L O R I D A THIS CONTRACT PLAN SET INCLUDES: ROADWAY PLANS END CONSTRUCTION STA. 130+00.00 BEGIN CONSTRUCTION STA. 100+02.00 cs so THESE PLANS HAVE BEEN PREPARED IN ACCORDANCE WITH AND ARE GOVERNED BY THE STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION, ROADWAY AND TRAFFIC DESIGN STANDARDS (BOOKLET DATED JANUARY, 1994). P R E P A R E D B Y C_❑ Kimley-Horn ®z000 and Associates, Inc. N WE P R E P A R E D F O R \t Y O P � PELIGM Department of Public Works MARTHA CAMPBELL, P.E., CITY ENGINEER Revisions Date Description Roadway Plans Engineer of Record: Jeff B. Mullis P.E. No.: 48840 Project Number COV.DWG 047315000 Schumann Dr. Date: February, 2000 02000 0 Index of Sheets 1 Cover Sheet 2 General Notes 3 Typical Section 4 — 9 Plan & Profile Sheets 10 — 11 Construction Detail Sheets Revisions Date Description Roadway Plans Engineer of Record: Jeff B. Mullis P.E. No.: 48840 Project Number COV.DWG 047315000 Schumann Dr. Date: February, 2000 02000 0 GENERAL NOTES SUMMARY OF QUANTTOES 1. GOVERNING SPECIFICATIONS STATE OF FLORIDA DEPARTMENT OF 15 THE MAINTENANCE OF TRAFFIC FOR THIS PROJECT SHALL BE IN SUMMARY 0 F PAY ITEMS TRANSPORTATION STANDARD SPECIFICATIONS DATED 1999. ACCORDANCE WITH THE APPLICABLE FOOT INDEX NUMBERS (600 SERIES) AND THESE DOCUMENTS,' THE MANUAL ON UNIFORM TRAFFIC CONTROL 2. CONSTRUCTION DETAILS SHALL BE IN ACCORDANCE WITH STATE OF DEWCES FOR STREETS AND HIGHWAYS (U.S. DEPARTMENT OF DESCRIPTION FLORIDA DEPARTMENT OF TRANSPORTATION ROADWAY AND TRAFFIC DESIGN TRANSPORTATION, FHWA), SHALL BE FOLLOWED IN THE DESIGN, ITEM NO. UNIT QUANTITY STANDARDS DATED JANUARY, 1994. APPLICATION, INSTALLATION, MAINTENANCE AND REMOVAL OF ALL TRAFFIC CONTROL DEVICES WARNING DEVICES AND BARRIERS NECESSARY 1 101-1 MOBILIZATION S 1 1 TO PROTECT THE PUBLIC AND WORKMEN FROM HAZARDS W17HIN THE 102-1 MAINTENANCE OF TRAFFIC LS 1 I J. ALL STATIONS AND OFFSETS ARE REFERENCED TO CENTERLINE OF CONSTRUCTION PROJECT LIMITS. PEDESTRIAN AND VEHICULAR TRAFFIC SHALL BE 1 104-2 PREV.. CONTROL &ABATE. OF EROSION &WATER POLLUTION LS 1 OF SCHUMANN DRIVE MAINTAINED AND PROTECTED AT ALL TIMES 1 110-1-1 STANDARD CLEARING AND GRUBBING 15 1 4. THE FINISHED ROADWAY SECTION SHALL BE SMOOTH AND SET TO DRAIN. 16. THE LOCATION OF EXISTING UTILITIES SHOWN ARE APPROXIMATE ONLY, �! 1 2 SELECT CLEARING AND GRUBBING LS 1 THE EXACT LOCATION SHALL BE DETERMINED BY THE CONTRACTOR DURING EMBANKMENT CY 543 5. EXISTING SECTION CORNERS AND 1/4 SECTION CORNERS, AND OTHER LAND 1 60-4 TYPE B' STABILIZATION (fi" LURA PAO) SY 544 1 MARKERS OR MONUMENTS LOCATED WITHIN PROPOSED CONSTRUCTION ARE TO CONSTRUCTION RELOCATION OF U77LI77ES SHALL BE COORDINATED WITH 265-100 RECYCLED. BASE J6" _ SY 11.979 BE REFERENCED BY THE CON7RACTOR PRIOR TO CONSTRUCTION AND RESET U77LITY COMPANIES AFTER IDENTIFICATION OF CONFLICT BY CONTRACTOR. x331-72-24 TYPE S ASPHALT 1_/7"_) SY 12A44 AFTER CONS7RUCTlON USING A REGISTERED LAND SURVEYOR LICENSED IN THE CONTRACTOR SHALL NOTIFY ENGINEER 1N ADVANCE BEFORE ANY 1 425-5 MANHOLE ADJUSTING _ EA 6 STATE OF FLORIDA. RELOCA DON. 1520-2-4 TYPE D CURB IF 5332 6. ANY MAILBOX WITHIN THE LIMITS OF CONSTRUCTION IS TO BE TAKEN DOWN 522-2 CONCRETE SIDEWALK (6" THICK) SY 554 W AND RESET IN ACCORDANCE IN POSTAL REQUIREMENTS BY THE CONTRACTOR 17 THE UTILITY COMPANIES SHALL BE N077F/ED BY THE CONTRACTOR 48 575-1-1 SOD BAHIA - SY 46 1F; ON THE SAME DAY. THE CONTRACTOR IS TO ENSURE THAT ACCESS IS MAINTAINED HOURS IN ADVANCE OF ANY EXCAVATION INVOLVING THEIR UTIL177ES 50 1 575-1-3 SOD IST. AJGUSTINE) _ SY 1546 I DURING CONSMUC17ON ACTIVITIES PRIOR TO ANY TEMPORARY RELOCA7701V OF THAT COMPANY REPRESENTATIVE CAN BE PRESENT. I I MAILBOX THE HOMEOMVER 15 TO BE NOTIFIED. 7. B.M. DATA IS NATIONAL GEODETIC VERTICAL DATUM OF 1929 INDIA) -'29). 18. THE CONTRACTOR /S TO USE CAUTION WHEN WORKING IN OR AROUND AREAS OF OVERHEAD TRANSMISSION LINES OR UNDERGROUND UTILITIES S. ANY NGVD - 1929 MONUMENT WITHIN THE L/M/75 OF CONSTRUCTION IS TO I BE PROTECTED. IF IN DANGER OF DAMAGE, NOTIFY.' I 19. PRIOR TO COMMENCEMENT OF ANY EXCAVATION, THE CONTRACTOR SHALL GEODETIC INFORMATION CENTER COMPLY MTN FLORIDA STATUTE 553851 FOR THE PROTECTION OF ATTEN: MARK MAINTENANCE SECTION N/CG-i62 UNDERGROUND GAS PIPELINES. 6001 EXECUTIVE BLVD. ROCKWLLE, MARYLAND 20852 I TELEPHONE NO. (301) 443-8319 20. THE CONTRACTOR IS RESPONSIBLE FOR THE PR07ECTION OF ALL I I U77LITIES TO REMAIN IN PLACE 9. THE EXACT LOCATIONS OF PROPOSED SWALES, BACK SLOPE LINES AND PAY ITEM FOOTNOTES: LIMITS OF CONSTRUCTION WILL BE IN ACCORDANCE WITH THE PLANS 21. THE CONTRACTOR SHALL CALL SUNSHINE (1/800-432-4770) FOR FIELD UNLESS 07HERMSE DIRECTED BY THE ENGINEER. LOCATIONS 48 HOURS BEFORE DIGGING NEAR UNDERGROUND UTILITIES. 10. CONTRACTOR SHALL ADJUST ALL UTILITY LIDS U77LITY BOXES, AND COVERS TO 102-1 COST OF MAINTENANCE OF TRAFFIC SHALL INCLUDE BUT NOT BE LIMITED TO CONSTRUCTION FINISH GRADE AS REQUIRED. 22 DRIVEWAYS THAT ARE DISTURBED ARE TO BE RECONSTRUCTED TO THEIR ORIGINAL OR SIGNS, TEMPORARY REFLECTIVE PAVEMENT MARKERS, TEMPORARY PAVEMENT MARKINGS, DUST BETTER CONDITIONS, UNLESS OTHERWISE STATED ON PLANS. CONTROL AND ALL ITEMS NECESSARY TO MEET THE MAINTENANCE OF TRAFFIC REQUIREMENTS 11, EXISTING DRAINAGE STRUCTURES WITHIN CONSTRUCTION LIMITS SHALL OF THE FLORIDA DEPARTMENT OF TRANSPORTATION AS PRESCRIBED IN SECTION 600 OF THE REMAIN UNLESS OTHERWISE NOTED, 23. STAG/NG AND MATERIAL STORAGE SHALL NOT BE CONDUCTED ON ABUT77NG FOOT STANDARD INDEXES. PRIVATE PROPERTY WITHOUT APPROVAL FROM THE OWNER. 12. ALL DISTURBED AREAS SHALL BE SODDED. 104-2 COST OF SILT FENCE, HAY BALES AND TURBIDITY BARRIER AND ITEMS INCIDENTAL TO 24. CONTRACTOR TO PR07ECT EXISTING LANDSCAPING LOCATED IN MEDIAN. EROSION CONTROL AS NEEDED SHALL BE INCLUDED IN THE COST OF THIS LINE ITEM. 13. THE CONTRACTOR WILL RESTORE ALL AREAS DISTURBED BY THIS ANY DAMAGED LANDSCAPING SHALL BE REPLACED AT CONTRACTOR EXPENSE CONSTRUCTION TO A COND177ON EQUAL TO, OR BETTER THAN THAT NOW 25. CONTRACTOR TO NOIIFY HOMEOWNERS WHO HAVE LANDSCAPING LOCATED 110-1-1 SPECIAL & STANDARD CLEARING AND GRUBBING TO INCLUDE THE COST OF REMOVAL AND EXISTING. BETWEEN EDGE OF PAVEMENT AND EXIS77NG SIDEWALK 74 -DAYS PRIOR 110-1-2 DISPOSAL OF EXISTING ASPHALTIC AND CONCRETE PAVEMENT, SAWCUTTING, SIDEWALKS, 14. ITEMS IN CONFLICT MTH DESIGN SUCH AS EXISTING CURBS AND GUTTERS, TO ANY CONS7RUCT70N ACTIVITIES THAT MAY DAMAGE THE LANDSCAPING. CURBING, ABANDONED UTILITIES (INCLUDING PIPES, POLES, CABLES, WATER METER VAULTS SIDEWALKS, DRAINAGE STRUCTURES PAVEMENT AND BASE AND EXCESS 26EROSION CONTROL MEASURES SHALL BE TAKEN BY CONTRACTOR DURING AND OTHER STRUCTURES), EXISTING WALKS, BASE MATERIAL, VEGETATION, ROOTS, PIPE, . EXCAVATIONS ARE TO BE REMOVED BY CONTRACTOR AND DISPOSED OF CONSTRUCTION AS PER FOOT STANDARD INDEX 102. THIS SHALL INCLUDE BACKFILLING THE REMOVAL EXCAVATIONS, PLUS ALL OTHER ITEMS NECESSARY TO BE C A LEGAL AND PROPER MANNER AWAY FROM THE JOB SITE CONTRACTOR'S EXPENSE UNLESS THE ITEMS ARE TO BE REUSEDD THE ON THE BUT IS NOT LIMITED TO SILT FENCE, HAY BALES AND ITEMS INCIDENTAL REMOVED TO CONSTRUCT THE PROJECT. PROJECT. TO EROS/ON CONTROL. 285-100 THE COST OF THE PRIME COAT SHALL BE INCLUDED IN THE PRICE OF THE BASE. 331-72-24 THE TACK COAT SHALL BE INCLUDED IN THE COST OF TYPE S ASPHALTIC CONCRETE. GRADING CONTRACTOR RESPONSIBILITIES & PHASING NOTES: 522-2 THIS ITEM SHALL INCLUDE THE COST OF GRADING, FORMWORK ,CONCRETE AND THE COST OF CONSTRUCTING TEMPORARY DRIVEWAYS AND ALL INCIDENTAL ITEMS NECESSARY FOR CONSTRUCTION OF TEMPORARY DRIVEWAYS. 1. GRADING CONTRACTOR TO CONTACT CITY OF SEBASTIAN WATER DEPARTMENT PRIOR TO CONSTRUCTION TO HAVE SERVICE METER BOXES RELOCATED. 575-1-1 THE COST OF SODDING SHALL INCLUDE SOD, FERTILIZER, MOVING, WATER, TOOLS, EQUIPMENT, 2. GRADING CONTRACTOR IS RESPONSIBLE FOR DEMOL177ON OF IMPACTED DRIVEWAYS AND 575-1-3 LABOR, AND ALL INCIDENTAL ITEMS NECESSARY. EXISTING SOD LOCATED ALONG ROADSIDE CONSTRUCTION OF SWALES ALL DEMOLIHON WORK TO BE DONE PRIOR TO ROADWAY RECONSTRUCTION. SWALES SHALL BE REPLACE IN-KIND. 3 GRADING CONTRACTOR SHALL CONSTRUCT TEMPORARY DRIVEWAYS OUT OF LIMEROCK. OR COQUINA. 4. GRADING CONTRACTOR TO RETURN AFTER PAVING OPERATION IS COMPLETE TO REMOVE TEMPORARY DRIVEWAYS AND TO CONSTRUCT CONCRETE DRIVEWAYS. REVISIONS I y D 'APPROVM40Y. SOA ..: SHEET DAIS BY DESCRIPTON DATE BY DESORIPTON I KIMLEY-HN.T.S. SCHUMANN DRIVE . CITY OF SEBASTIAN C2_" I Ho. DEPT. OF PUBLIC WORKS bml%,Hm and Aswdates, Ina Dx 50NO NO.00GEN GENERAL NOTES AND QUANTITIES 2 0 KKV IIe H= mE Aa tee, Ind 1999 D Lj111 EXIST. R/W r 9 V of g J EXIST. GROUND EXIST 5 5 -- ( (TO REMAIN) RE -GRADED SWALE DES1GN SPEED=30 MPH 0 STANDARD CLEAR/NG & GRUBBING SOD 2-1- 1 12' 3' 112' 16' F SWALE �SPEC/AL SWALE PGP (LTJ 02 TYPICAL SECTION SCHUMANN DRIVE 80'R/W SELECT CLEARING & CRUBB/NG E CONST 5 I 5- 0.67'— 0.67'y I _ SOD �- 0.67" PGP (L T) PGP (RT) EXIST. R/W STANDARO CLEAR/NG & GRUBBING 23' SOD 2 18' E12' OV (' SWALE 7' J I SPECIAL SWALE PGP (RT) .02� L7TILJI/ IL11C��l I�LT1L11 TYPE O CURB f f//t� RECYCLED BASE MA 7ERIAL RECYCLED BASE MATER/AL EX/ST STABILIZABON EXIST. STAB/LLZA77ON 6" THICK PAD TYPE B 6" THICK PAD TYPE B STASILIZA 7701V (M/N. CBR 40) STABILIZATION (MIN. EBR 40) SEE NOTE ¢3 SEE NONE /3 NO ES I. EXIS77NG MEDIAN LANDSCAPING TO REMAIN. CONTRACTOR TO PROTECT LANDSCAPING DURING CONSTRUCT/ON DAMAGED LANDSCAPING TO BE REPLACED AT CONTRACTORS EXPENSE 2 HOMEOWNERS WTH EXISTING LANDSCAPING LOCATED BETWEEN THE EDGE OF PA 1/EMENT AND EXIS17NG SIDEWALK SHALL BE IV077FIED 14 DAYS PRIOR TO ANY CON57RUCTION ACRWRES THAT MAY DAMAGE THE EXIS77NC LANDSCAPING J. THE CONTRACTOR IS TO PERFORM (4) L/MFROCK BEARING RA770 7ESTS (2 ALONG EACH SIDE OF PROPOSED MED/AN CURB f0VALLY SPACED FROM ONE ANOTHER). IF IN -5/7U SOIL5 OBTAIN A MIN. LBR OF 40, 6" STAB/L/ZA DON PADS CAN BE OMITTED. Sta. 100* 12.00 to Sta. 129*50.00 RE -GRADED SWAGE EX/ST. 5' SIDEWALK (TO REMA/N) NEW CONSTRUCTION I" TYPE S-111 ASPHAL 71C CONCRETE 1!12 " TYPE S-1 ASPHAL TIC CONCRETE 6" RECYCLED BASE R E V I S 1 0 N 5 I x p /PPR0..E0 i0R SCALE: SHEET OAIE BY OEMBIP110N DAME BY DESCNIPA0N I KNIEY-HORN BY: CITY OF SEBASTIAN �_� Y. r T.S. SCHUMANN DRIVE Na• DEPT. OF PUBLIC WORKS bmley44waldAmmWe%Inc. 1 �15000TYP TYPICAL SECTION I P•'"0� 0 KW.riH. mt N t... Ine 30.b ATE : �7 /J� VER77CAL BENCHMARK LOT 41 CURVE DATA M) PI STA = 106+9204 40' BMW -BOX CUT IN HYDRANT NORTH FLANGE BOLT LOT 40 DELTA = 5932'58" --._ --- LOCATED IN NORTHWEST CORN R OF LAREDO LANE v T = 492.80' LOT 35 -- .PGL PI STA.- 100+iF=- AND SCHUMANN DRIVE. ELEV TION 24,65 N.G. V.D. N RECONST CONC. DRII'EWAYS L 895.24' LOT 39 10-68 LT" -"- rn (SEE DETAIL, SHT 10) R = 861.36' + _ PC STA 101+9924 - CONST BUTT JO/NT 00- _-� - - . - o PT STA = 770+94.4 (SEE DETAIL, SHT 10) - EXIST. LINE 7/E TO EXIST. PVM'T -" - - - R/W 101+ a O - - SCHU _ MANN DRIV _. - ._ E 1 -- 102+ 0 - 1 - -- z _ N 10+00 104+00sR (n P) PGL �� I CONST TYPE D' CURB .._ N I-___- PG L (LT) 5_10 PI STA 102+07.8 0.00' RT- _-_ I - LIMIT OF PAVEMENT -....-- CONST TYPE D _ C CURB �. LIMIT OF PAVEMENT RECONS7RUCTlON CONST P -- -- - - - - --- - S-11 _ GL (RT) RECONSTRUCTION BEGIN PROJECT S-12 - O o ; ry _ 5 13 5 10 STA. 100+!)2.00 � '_. -.. _._ . . � _ - _- _.-�� - EXIST. R/W LINE OVERBUILD EXIST. ROADWAY BEGIN PVMT. RECONSTRUCTION RECONST CONC DR/VEIVAY EXIST R/W LINEO \ I, OVERBUILD EX/ST. ROADWAY I. (SEE DETAIL, SHT 10) TIE TO EXIST. PAVEMENT STA. 100+12.00 LOT 13 LOT 10 w (SEE DE TAIL, SHT 17) TIE TO EXIST PAVEMENT c LOT 11 (SEE DETAIL, SHT 71) � w I� LOT 6 0 OPI +76.72. o _ _ - + _ I LEFT SIDE PROFILE I 24 L 21.54 o m - 111 'za _. _-__- CROSS SLOPE ]BANS : N..-.- - DPI +02.47 '-�� - ------ ti DPI +3000 - II DPI +0793 50' II EL 21.70 EL 27.82 ` 23 k o _ No 00 EL 21.30 DPI. +60.23 _ F ///�� PROFILE GRADE LINE DPI +45.00 _..__. --77E 70 EXlS7 f171.52 -__ _ .. ..._...__mow 1 .-..... DPJ -+85x90 _. ------ - -/ LEFT-- __- __-.......-. __ DPI +1839__-.......-.-EL 22.77-_ 23-------. _. to SWALE -.-. , +o 2zoaR " + a 0- L 21.68 --. EL 21 94 _ . -01884x + D.185OX- 22 -- BEGIN PROFILE --- +0111719 _. +0.1282R_ _- --- STA 100+12.00 CONST. +D �z7zx-OEXISTING f CONST. SPECIAL SWALE PROFILE J DP! +2$.40 zt '...---_.-... _- TIF TO EXIST, PAV't_-.....-. _ z i. L-.-.-.- GRADE LINE LEFT(TYP) - EL 22.73 121 100+00 100+50 101+00 101+50 102+00 102+50 103+00 103+50 104+00 104+50 105+00 105+50 0 o I 11 - N I IR HT SI PROFILE -�i. �....-... --...- +-_-... .-...-. ___ ----- , _........_. _....-_----.-.-.--___ 2a_ G DE --------- � CR05,5 SLOPE ]BANS. - --_.�.N.--� - - 0 ------ 50' ¢ N _ PROFILE GRADE LINE OPI +49.00 23 ..-.-.-_._ o .-I`__ EXISTING ¢CONST 0 w,., _ I DPI +40.00 RIGHT I z3 +azzoox °' + dd DPS+0.60 EL 27.62 ---- _.. ___. ...-.-....- .-.......-.- .--- .... _.... N GRADE LINE __...- QPl +60.00 -.. ...--EC 21.96"----.... EL 22.24 - - - -o. I884x L 2 . + a185oz #5500 22 - - _-._ .. - ... BEGIN PROFIT-� -_.--- Pt +7.'x0 . ---- +o.4215ox __... _ _ .._-- --- --_--_ ---- -S-f4... -..-.. EC 21 90 +o�zesx _ - - zz EL 20.84 -- - -i zosr. ---.5-13... ..-........ STA 100+12.00 q CONST. x, i - TIE TO EXIST. PAVT O s-12 ECIALSWA�E PROFILE OPl +9 0 DPI +3780 _ ,,. RI EL 22 23 ... / SGHT �TYP) EL 2t 35 -. - ..-..... --__-. 21----__.... S it O +z ... .--- ---- - --- --_-..-- _ Mrd Mh NO �V NM �M N O'N �� ON OH O'M 0M. -.... Np. _.... ro0. .. MN1. - 01, NN NDN NN NN N-N NtV N;N 'N NN NN NN N..N N.N N N' N N N N N m N 'N N.N N N N N'N N.N N N N' N N, N:N' Nn' NN NN NN N,N N''N N NIN NN N N,N N N N.N 100+00 100+50 101+00 101+50 102+00 102+50 103+00 103+50 104..00 104+50 105+00 105+50 R E V I S 1 0 N S tY APPROVED "Cl SCFLE OAIE BY DESCRIPDON DATE BY OESCRIP110N KIMIEY-HOftN BY' HORQ.1"=40 SHEET CITY OF SEBASTIAN No. VENT. 1"=10' SCHUMANN DRIVE DEPT. OF PUBLIC WORKS I�,�y,,,,, DRAWING NO. �m"7�"^"�81�II�' 15000PP1 STATION 100+D0 - 105+50 4 O xrni.rH� o.e 4...d<I.,, i... saoo - I•. �� LOT 36 LOT 34 40' R ST CONC. DRIVEWAYS LOT 35 Co (VE ETAIL, SHT 70 RECONST -CONC DRI VESM YS (SEE DETAIL, SHT 10) 0 0 EXIST. R/W LINE- :T ------ 107+ -- 0: ----+0 PGL (LT) ------ ---- --- All PGLLT 1 109+0 lub+oo 5'R (TYP)- + CONST TYPE D' CURB PGL (RT) -------- DRIVE CO.NST, TYPE 'D' CURB SCfjUMj'NN L IM11 T PA DEMENT - PGL V CONST. Ss S -17 EXIST. R/W LINE t4 LOT 4 EXIST. R/W LINE LOT 3 LOT 7 LOT 8 3 V. 0 W LOT 1 LOT 2 RECONST CONC. DRIVE AYS z (SEE DETAIL, OVERBUILD EXIST ROADWAY 77E TO EXIST PAVEMENT RECONST CONC. DRIVEWAYS (SEE DETAIL, SHT 11) (SEE DETAIL, SHT 10) DPI +01 .58 PROFILE GRAD E LINE DP1 +65.79 LEFT SIDE PROFILE EL 23 EL 23.211 - ----- - ---------- - - - LEFT i EL-- 22,9_�_ - -- -_ - - --------- ----- - ------ 4 --- --- ..... ' 24 DPI, +8395 DPI +89.36 1 DPI +48.45 EL 22+ 59 + 0.185ox 2 J6- 4--- 0. 2. EL-22. J6 EL 22.70 -7 23 O.Z796X 204 - - ------ ---- - ----- - -- - --- 4ao.- O.'spi, 0 E • DP 5,�32 _ SPECIAL SWALE PROFILE L. GF DPI +83.961 DPJ +84.451 DPI +3722 EXISTING CONST ]0' ----- ----- T_ E TBbgx X 0 U GRAEE NE BPI +83.96 ---- --------- ........ .... . ------ ---- EL--?J.2i-- ;EL 2J,,32-;---- 5-,3,2 EL 22.95 '2 DPI + 77 74 EL 22.90 DPI +03.63 DPI +14.Y6 OP/ +58�6 EL 22, 75 EL 2252 EL 22.50 21 EL 22. 61 ..... . 21 105+50 106+00 106+50 107+00 107+50 108+00 108+50 109+0 109+50 110+00 110+50 111+00 111+50 DPI +60.501 I IIEL 23 10D +10.20 RIGHT SIDE PROFILE II PIJl 24, EXISTING1 rkC0NS7T PROFILE GRADE LINE-- DPI +41.60 DPI +53.00 DPI,+05.20 UPI +34.30! EL 2_3.20 24 22�82 RIGHT EL 22.71 2J. 05 GRADE LINE EL 22.69 EL DPI +08.00 DPI +21 +aii5i u, EL 22.28 EL i 22. +a ia429 +018169 23 +0.2147X - --- - - - - - - D P/ +.Xl 70: +abs7ax -1.1201% DPI + 19.16 EL 23.23 DPI +99.60 OP/_ 22 EL 23 03 DPI +83.50 DPI +50.8 EL 2Z 18 + E 42.70 r DPI +94.90 EL 23.25 DPI +BB.c)0 DPI +32 00 DPI +80.00 SPECIAL OWALE PROFILE 8L 21.98 1 EL 27.98 Et 22.68 EL 21.. 5 EL 2J. 12 RIGHT (TYP) EL 22.80 21 0 n N n 116 nli n N NN NN NN NN NON NN NN MN NN NN NN NN NN NN 105+50 106+00 106+50 107+00 107+50 108+00 106+50 109+00 109+50 110+00 110+50 111+00 111+50 RI E V I S 1 0 N S y APP FOR MALE Y DALE BY I O�JPTION DATE I BY I D�IPIION KIIJILEY-HOA BY: HORIZ-1"=40' SHEET CITY OF SEBASTIAN r VERT: 1'=10' SCHUMANN DRIVE NO. DEPT. OF PUBLIC WORKS C2=n ORAWNG NO. lgm*+W wd Assockft Inc. STATION 105+50 - 111+50 �5 1 1 t C KlrrleFllcrn ond �clat, Inc. � w �a. o w q CANAL CIRCLE LOT 8 LOT 9 aD' \STA5+58.50 AL BENCHMARK ri -?-; - PK NAIL IN POWER POLE IN ai TIE TO EXIST. PAVEMENT - WEST CORNER OF CANAL CIRCLE AND NN DRIVE. ELEVATION 23.21 N.G.V.D. P_ ,a (SEE DETAIL, SHT 17) CONCH DRI VEWA YS LOT 32 LOT 31 LOT 30 LOT 29 ¢ �, OVERBUILD EXIST ROADWAY (SEE DETAIL, SHT 10) EXIST. R/W LINE 4K CONST. SCHUMANN DR./ EXIST. R/W LINE CIRCLE S-19 o 112+00 113+00 114+00 415+00 ` 6+00 117+00 a, PGL (LT) E �I SI T CONST TYPE V CURB _\, LIMIT OF PA UEMEN BO 3B. la• m - - CONST TYPE D" CURB ' + RECONSTRUC770N _. - LIMIT OF PA DEMENT 5'R (TYP�,R€LONSFRVCTION -..._. +.SCHUMANN DRIVE PCL (RT) , + I 0 RECONST. CONC. DRIVEWAYS �',': %"f EXIST. R/W LINE RECOCONCH DRIVEWAY (SEE DETAIL, SHT 10) EXIST. R/W LINE ( (SEE DETAIL, SHT 70) LOT 5LOT 9 LOT 6 LOT 7 LOT 8 a LOT 23 LOT 22 OVERBUILD EXIST ROADWAY ! I TIE TO EXIST. PAVEMENT (SEE DETAIL, SHT 11) DPl +85 OQ J -L. J SPECIAL SWALE PROFILE I r \sem S-21 2. DPl +60.82 EL 23 40 ' _EL 23. 19--- .-OPT #:27 37 m'P) __/ J \ _ ___- ......... _ DPI_+90 6 EL 23.19 1 zz --._- __-- DPl-.-9-7776 - -.. .........- ---- . -- -DPI +SZ78 DPI +38.77 EL '22.95 - LEFT -....... - ,L 22.45 - _..... ----... .----- ----- EL 23.36 I EL 2282 O OP( +20.78 EL 1 S. 19 --21 _ _ ----'-- - -----`- - =-- ` I E 23 28 , 21 111+50- 112+06 112+50 113+00 113+50 - 1 i4+00 114150 - 115+00 115+50 116+00 116+50 117+00 117+50 PVI STA ! = 112+00. DPI +00.00 DPl +95.43 M STA. 117+0 I EXISTING¢CdNST. RVI STA {115+00 I I RIGHT SIDE PROFILE, P T 0 1 PVI EL = 24.01 EL 23 36 EL 23,17 - DP( +85 60 : - PVI EL 23.96 . GRADE LINE PVI EL 23.41 24124 + aTaSDR I EL 22 98 DP(' +05.52 Pl +90.77 _- -.. ..... _-- -_--- .-.._ _-___---------..._---- - -- -- EL.. -22:80 ft -22.-84-....- - --- ....-...... .x _QP119R _ _ +0.2750x - D 19J5R DP +50.0 - - 0 2134 L - - - �L123-02 6 +0.4446x _ - 23 DPI +23.65 DPI +3342 ;,. - -- -- oez4ix� EL 23.31 - EL 2J.29 +O - ` PROFILE GRADE LWE 5-20 EL 23.15 RIGHT _ ; DPI +95.5 L-� a 'O DPI +13.06 �SPECIALSWALE PROFILE �_ __. EL 22.82. _-. \ S 18 -_. EL 23.30 _ 22 111.1.. __.. RIGHT (TYP) DPl -F 75.66 DPI +38.0.3 k EL 23.00 DPI +24.67 EL 2303 DPI +24.94 EL 22.06 i EL 23.28 21 M M 4 M Mt'1 .M M..M M.� iM ✓]i M!M M' M:rj M. v] M,. n'1: M: M O] M_W � Ol � OM Ot � N N:N N N'. N.N N: MiN NMI N N'M N:N NM NM N':M MSM Ml MNl N] M':M M ✓1M J'] M '.,N N Ni N N Ni IN N N iN N 'N N�N N'V (iN N',N N'.N N;N NN NDN NiN 111+50 112+00 112+50 113+00 113+50 114+00 116+50 115+00 115+50 116+00 116+50 117+00 117+50 R E V I S 1 0 N S APPRO1E3 FOR SCALE: SH DALE BY DESQRIPTON GATE BY OESCRIPTW -HORN BY: HORIZ:1"=40' CITY OF SEBASTIAN /pI" No. I+b VERT: 1 =10' SCHUMANN DRIVE y A J DEPT. OF PUBLIC WORKS IOm*HamandAssodates,Inc. 9NGNO. STATION 111+50 - 117+50 6 O xYnlarxwn ma •ewol... ins Imo O;yl :9J s11 t � o LIMIT OF PAVEMENT REC0NS7RUC770N - v 77E TO EX/ST. PA LOT 11 I (SEE DETAIL, SHT 71) Q - LOT 12 LOT 13 LOT 14 OVERBUILD EXIST ROADWAY RECONST EXIST. R W LINE STA 127+61.77 CONST. SCHUMANN DR. CONC. DRIVEWAYS / _ ' (SEE DETAIL, SHT 10) ¢ CANAL CIRCLE .' LOT 18 EXIST. R/W LINE -118+O0 - 19+00 120+00 122+00 - - - 123+00 - --- CONSTTYPE D• CURB SCHUMANN DRIVE 89°57. 55" PCL (Lr) 1` --CONST - \ ST. TYPE D' CURB ' y Ir CONST. 5'R (TYP) +I PGL (RT) -23 i'o b _ .. .. _�� -fit -y+• _ RECONS I. RECONST CONC. DRIVEWAYS EXIST. R/W LINE- CONC. DRIVEWAY 1 (SEE DETAIL, SHT 10, (SEE DETAIL, SHT 70) o Q LOT 14 LOT 20 LOT 19 LOT 18 LOT 17 LOT 16 LOT 15 0>oOp� - - PI +7488 PV STA " PROFILE GRADE LINE I - 22+00 LEFT DPI +74.104 DPI +6400 - DPI +59.72_ D1 EL 2282 1 . RVI EL =123.51 I LLFT SIDE PROFILE 1 EL 23 06! EXISTING C CLONST , EL 22.87 t 24I EL 23.176 .,,.,, GRADEiLINE - �. - - -" - ! -a o9Das •_- - _... ._-_. _---------_-_- ....... ----.- ...-..-" _- -D EI L 22.-74--- 1 .... i 24 T- ,_. - .. DPI +90 00 -- ---... - ........ "--" ------ EL f.88 - - -- 0.062M i 0046as UPI +94.48 231 T - D.4709R_ - 0l Mh%- _ .. -1- ' -.- _-.-._pssos; OFILE SPECI ' 0245hR 22 79 26725 DPI +98. D2 DPI +09 8%F DPI +841.84 )9s� ,q I EL 2322 EL 2320 EL 23.74 - DPI x'-30 47 '--I - EL C. J "+0 DPI +07.70 zz - AL SWAL� P ' LEFT(TYP zz' ._...i ___ DPI +5000 ---"-- DPl 9-7-76 ----- .. ...-_.. _--.--- EL. -22:78 ----... _... ...._.- _._- -------- +50.00 _ ....DPI +.3.65 - "" - Et -22:93 EL 22.52 5-22 DP +6314 TEL 22.96 EL ;22.94 C DPI +63 74 EL 23 11 j i EL 22.00 EL 22.00 -21 --- ____ :... _..._ 1_.. _--- 1---- .L.___ L._.... -___. --.-.. ..._._ ........... .. _-.---....... i....______ '-_-...... ..... - -5-24 21 ----....---.--..... --------- ... __ 117+50 118+00 118+50 119+00 119+50 120+00 120+50 121+00 121+50 122+00 122+50 123+00 123+50 PVI STA. 122+00DPE +54.80 r ++ DPI +99.05 EXISTING ¢CONST. DPI +6537 I PROFILE GRADE LINE PVI EL = 23.51 EL 122.73 RIGHT SIDE PRDFILEI 241 EL 2327 gRADE LINE EL 2307 i I i RIGHT DPI +44.72 111 111111 _. ... +-.___--.. - --EL- +44.- - ---.---._-..-- - ........- --_-.------- - -0.09oDR e _ :24 _0 0643% -00470% ! - - -J 2.3- ., - ! _D�77% - o.D562s _ DPI E22 80 +0 65475 26T+0_39818 23 DPl +32 24 OPl +35.12 DPI +78.33 DPI +81 22 L zz_ EL 23t EL_ 23 10 _..... ---- EL -23. -fly ----- EL- 2297 •--__.-.... ...OPI +69.85 DPI +79.94 - n -.-. -_ _. ..... EL 22-- "..........._ EL 22.87 DPI +75.99 DPI +87.14 DPI +20.34 SPECIAL SWALE PROFILE OPl +48.13 DPI +62.71 DPI +68.1,3 EL 22.88 ; EL 23.24 EL 23:20 RIGHT (TYP) - EL 23.08 48. DPl +94.OD EL 22.57 5-23 EL 22.57 ztEL 22.95 i _.. .._..- _. _. _.. 1..__ .... _ O21 PO 010 OJ b� :C Nf ;n 0, m)r tO,(] N.iN Mi0 Ml0__..-_ N,O M...__ .N 6l :p t0 W N OJ 0h n ,O:h ;:� t0 40 :,O 0 .(O M :N VI 0IN M.M MIMI M:M Mni M!M MM MM MIM MIM Miy) M.MI M]:M MM MSM MIM M..M M:Yj MMl 'MI M1 M! :M• N:N N;N NN NN N'N N NN N!N NIN NN N:N NN NN NiN (VIN NN NIN N.'M NIN NN tMV�N N.N ri NM MM N N N N'NN 117+50 118+00 118+50 :-..... 119+00 119'--_..- +50 120+00 120+50 121+00 121+50 123+000 122+50 123+00 123+50 REVISIONS x w4l SCALE SHEET DATE 8Y DESCIR"ON DATE 8Y DESCRIPTION CITY OF SEBASTIAN ❑-❑ BY.HORIZ:i"=40' N0. VERT: '=10' SCHUMANN DRIVE DEPT. OF PUBLIC WORKS IGm6y-HomendAssadateslInc�jSOOOPP4 STATION 117+50 - 123+50 7 O KK IarvHa ma NKKbNA Ine sono 124+0 RECONST CONC DRIVEWAYS LOT 16 EXIST. R/W LINE LOT 15 CONST TYP&D' CURB (SEE DETAIL, SHT 10) EXIST. R/W LINE - LOT 13 LOT 12 LOT 11 LOT 14 CURVE DATA (C�Z) PI STA = ljI+ff-oj LOT 13 DELTA - 56*17'48" LOT 12 T = 314.18' REMNST CONC. DRIVE L = 532.65' (SEE DETAIL, SHT 10) R = 400 00' PC STA = 101+99.24 Pr STA 110+94.48 +00127+00 1 �8+ �---o- 1 o "SCHUMANN DRIVE PGL (LT) PGL (RT) CONST. Ln o + co 7� II RECONST CONC. DRIVEWAYS U (SEE DETAIL, SHT 10) 0. LOT10 LOT 9 LOT 8 LOT 7 40' � p Yr... EXISTING R/W LINE / LOT 11 o.. 'PGL (LT) PGL (F i LOT 6 14, — ------------ -- -' — — — ----- - - tze+50sD (Jtt UL/AIL SHI 7(1)--- �" SCHUMANN DRIVE �5'R (TYP) .._.., �.. s, .. �-'�EXIST. R/W LINE LOT 5 LOT 4 END PROJECT END PAV'T OVERDUILD STA. 130+00.00 RECONST CONC. DRIVEWAY (SEE DETAIL SHT 10) END RECONSTRUCTION BEGIN PAV'T OVERBUILD STA. 129+50.00 PVI STA = 128+90 CROSS SLOPE TRANS _ LEFT SIDE PROFILE 1 PVI EL = 24.40 - 50" - ' 241 0 o R seas + o W 23 f — EXISTING-qQONST. DPI +7'':46---_ E_N..D PROFILE ___ ,� 79- GRADE LINE EL zz 50 STA 1$0+00.00 Q CONST. EL 23.6J' PROFILE GRADE LINE S -2s - TIE TO EXIST. PAV'T LEFT ._- ..___.... _---- - _-._- _.-..._-__- __ ... 129+00 129+50 130+00 !CROSS SLOPE TRANS. DPI -+65.09 ( RIGHT SIDE PROFILE! o....... 50'Z EL 2J 4J zs 0 o k DPI !+78.13 EL 2J. 4125 128+50 REVISIONS Y DATE I BY I DESCRIPTION I DAIS I BY I DESCRIPTION � N CITY OF SEBASTIAN rA� J DEPT. OF PUBLIC WORKS 4% WST LII 129+00 129+50 IGmley-Hom and Assaaates, Inc. O KKnl-rH. me �rt... In. zaa0 110+00 241 I SCALE: 23 HORIZA"=40' • VERT: 1"=10' DRAB,NG NO. 15000 I A �I I � p Yr... EXISTING R/W LINE / LOT 11 o.. 'PGL (LT) PGL (F i LOT 6 14, — ------------ -- -' — — — ----- - - tze+50sD (Jtt UL/AIL SHI 7(1)--- �" SCHUMANN DRIVE �5'R (TYP) .._.., �.. s, .. �-'�EXIST. R/W LINE LOT 5 LOT 4 END PROJECT END PAV'T OVERDUILD STA. 130+00.00 RECONST CONC. DRIVEWAY (SEE DETAIL SHT 10) END RECONSTRUCTION BEGIN PAV'T OVERBUILD STA. 129+50.00 PVI STA = 128+90 CROSS SLOPE TRANS _ LEFT SIDE PROFILE 1 PVI EL = 24.40 - 50" - ' 241 0 o R seas + o W 23 f — EXISTING-qQONST. DPI +7'':46---_ E_N..D PROFILE ___ ,� 79- GRADE LINE EL zz 50 STA 1$0+00.00 Q CONST. EL 23.6J' PROFILE GRADE LINE S -2s - TIE TO EXIST. PAV'T LEFT ._- ..___.... _---- - _-._- _.-..._-__- __ ... 129+00 129+50 130+00 !CROSS SLOPE TRANS. DPI -+65.09 ( RIGHT SIDE PROFILE! o....... 50'Z EL 2J 4J zs 0 o k DPI !+78.13 EL 2J. 4125 128+50 REVISIONS Y DATE I BY I DESCRIPTION I DAIS I BY I DESCRIPTION � N CITY OF SEBASTIAN rA� J DEPT. OF PUBLIC WORKS 4% WST LII 129+00 129+50 IGmley-Hom and Assaaates, Inc. O KKnl-rH. me �rt... In. zaa0 110+00 APPR0VE0 FOR SCALE: KIMLEY—HORN BY: HORIZA"=40' • VERT: 1"=10' DRAB,NG NO. 15000 I A �I SHEET SCHUMANN DRIVE NO. STATION 128+50 — 133+33.50 9 DATE I BY CL' SWALE SOD SCHUMANN DRIVE �A ,_— EDGE OF PAVEMENT d G ° d a 5R (TYP) I e ... -4 . .. � SOD W/�TH VARIES `� CONCRETE DRIVE a a� d eI a 4 q a a a A 4—EX/STING 5' SIDEWALK CONCRETE DRIVEWAY RECONSTRUCTION DETAIL NTS NO TE: 1. RECONSTRUCTED DRIVEWAY WIDTHS SHALL MATCH EX/ST/NG DRIVEWAY. FINISH GRADE I" BELOW TOP 8•• OF CURB IN MEDIAN. SOD 6» 2" RADIUS I ' I IIII FILL �F ,• .f 6 1 TYPE "D" CURB � SWALE EXIST R/W LINE SWALE _ EXIST. 5' f5' _ 17' SIDEWALK JOINT L=5' — � SEAL x 8 (REFER TO PAVEMENT SECTIONS) REVISIONS DEMRIPPON DATE I BY OESMIPRON CITY OF SEBASTIAN It DEPT. OF PUBLIC WORKS RE TO EXIST SIDEWALK SPECIAL SWALE PROFILE POINT \— CONCRETE DRIVE 1/2" EXP. JOINT AND PREFORMED JOINT FILLER _ _.SCH//MANN DRI VE * STA 122+50 (RT), LOT 15 FRONT SLOPE EXCEEDS 57. * STA 126,h40 (L T), LOT 14 FRONT SLOPE /S LESS THAN 59 RECONSTRUCTION DETAIL SECTION A -A NIS CONCRETE DR/VE 6" SOD TO BE LAID SUCH THAT TOP OF SOD MAT IS FLUSH WITH CONCRETE DRIVES I� ,4 a. SOD i RECONSTRUCTION DETAIL SECTION B -B NTS 10' SA WCUT AND REMOVE EX/STING ASPHAL T NEW ASPHAL T EXISTING ASPHALT REFURBISHED BASE EXIST BASE— BUTT JOINT DETAIL NTS Mir Inc. O KNN.yNpn me Amo'°t.a m� xm APPR04ED FOR F N.T.S. NINO N0. 000DET SHEET SCHUMANN DRIVE No CONSTRUCTION DETAILS l 0 A t SCHUMANN ORIVv— OVERBUILD EXIST. ROADWAY A 1 SIDE STREET PAVEMENT OVERBUILD DETAIL NTS LENGTH OF OVERBUILD VARIES _ SEE PLAN ANO PROFILE SHEET 5 a REMOVE EXIST. ASPHALT DOWN SA WCUT�TO EX'S77NG BASE MATERIAL L1 /__L moi Z SAWCUT — — EXISTING ASPHALT MATERIAL EXISTING SASE MATERIAL PAVEMENT OVERBUILD DETAIL SECTION A -A NTS GATE BY OESCRIP11IX1 R DALE S 1 BY S OESCRIP710N 1 APPRO�fD FOR S:A - CITY OF SEBASTIAN �—❑ I NEr-nG er, SNOT 1 N I r N.T. s. SCHUMANN DRIVE 1 DEPT. OF PUBLIC WORKS INAMNG NG. 1„As CONSTRUCTION DETAILS m0zaaol� (A 1500DDET