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HomeMy WebLinkAbout1989 - (#12) Proposed Drainage Improvements- R T• M • ... 0 30 429 / a 47/ 1 Cro/n awro#bn To Groh 1{ ' L. 1• tD It la 14 t to C T!0-S-rs-"' 4 CArle 1 CW SWIS. Iir01/1•'`pO17 1 tt 1 /•fla • 1• 14,kw tra MA AN 11'osMr Stu► 1a .1 T 1•tu c,n Slrotpv eyr PLAN ' •6to IJO • • • 1• • tl ItIT1T/ a f01•.lType Or TAr•ddu u u t/sIrvAJm 4 4' ur Eye ew► 3�-0-- , 7 • IaN s 410 : h s e• • to • to N``S `r'�� �•J ``�/ I It I" _ • 1: 1•to Al ee •15:1 • 6:1 Y 1 1 • ,v I kW To Trc•Tnlydt •ail Tnudnw � ' ` /1 1• w N AT 7 t2 7 Et ►I -� ' $LID • t' II to V7 t0 1. 1• A 1• 1• • I! I! U � • 1t . t! W .. i EYE BOLT 6 CHAIN � q �-� ! �P le FOR LOCKING GRATE TO INLET — F • It ` • n 1 : ! • e i 7 • • to'• ]'. 1 • la • 1• _ ' • to 4 !• .voc.00 4168 °rs 14 • 7 14 73•I u mI ! as i ! to ".• 1 j /f 0 12' Ctrs. 7 • la • :: t t7 = a► # V/O (TT A ! 10 7 /• ! !4 It II q • • T t01/ 1• 17 1• I/ N 1! It 11 1' I SECTION t n t Is ' '• 10 18 • Q% 1 12 I t0 1 !• = 1 t ! • ! • 7 • • ro 1 t ! 4 • • TYPE E INLET ' to H • 17 N 1• •me N 31 • 7 r : ! • ! • T t • l0 1 s a • • s �v,' [1 •(� 5 S V NO I , T OIIAMYE —�"AVENUE �04 ,... L. „ to , - 1:11111010 • t 1 ' -� LOCATION MAP TYPE E NOTES A' / Stroight Bors ex 3/6 Reticuline IElors 1 1/4-x3/* 1) ALL CONSTRUCTION SHALL BE IN P y Approx. Weight 215 Lbs ACCORDANCE WITH THE CITY OF a \ DETAILS OF' STEEL GRATING SEBASTIAN STANDARD SPECI- 6 I V FICATIONS. ,1/p ,gyp �o hh 1S i�4 Q •��j' / S r 2) ELEVATIONS ARE BASED ON N.G.V. f , 1 ctl i 11'__ I j-5 DATUM OF 1929. �Q 2I. QV 3) GRADES SHOWN ARE FINISHED GRADES. O \��3p•1h3 sL�,°' 4) ALL EXISTING UTILITIES ARE TO BE `1�• k 0° \y1/ - i �`= 15 VERIFIED BEFORE BEGINNING WORK. 5) AREAS THAT ARE DISTURBED BY i 0� 3 1 1�'/ � ¢• � >�• THIS CONSTRUCTION SHALL BE �S� \ GEC T t o t4 A -A GRADED, SEEDED AND OR SODDED 1 IN ACCORDANCE WITH THE PLAN. Tack coat all surfaces and edges She face Isome asrsadjacent e to o LEGEQD 4 10' OVERLAY i1 ' be I Vo_r.t_e_s� . � roadway surface /n\ 1 2" I I" 10 OVERLAY '� 2p9 EXISTING ELE1/ t `—�� EXISTING EXISTING O TAPERED EDGE 2'-0' 2'-O- 6 Concrete Bose 3000 min rnm reinforced with 6'x6 low Trench backf111ed m wire mesh 9' compacted layers i Beyond dctual trench • Tut line. As per 1966 DOT specs; I art. 125-8.3 PROPOSED DRAINAGE IMPROVEMENT SEBASTIAN HIGHLANDS-,UNIT.1 PLAN PAVEMENT RESTORATION DETAIL City of Sebastian, Indian River Counfy,: Florida .....o....�r•.+.v 8Y P041 cNA•toTTE MIAMI Po•TSTLUClt ►E 332B�u rto•IoA STATE i FLORIDA ' DATE 7•t'1•3g DSG OT DwN Or G.V. A[LEASE 3v SmEET NO SCALE I„.5�� Cx'D. Or AP" Or FILE A�•2 oww..# 39090 'a©oo aaom i 2 V �10IS O I Aq5'2a� �t'P 0 DK S Hof/ Clltl• C"Wtbn Ito VON if yy• JCO-Od CYlotn , Lbk Ship. d.• MA. Oil Art! Mather 5hdon Slr#Vww0Y• /Db.lroo or r•fillid r&yw £!• 90 nvr Mal! To Trc-rnlr0a Mai rAlt[nal EYE BOLT t: CHAIN FOR LOCKING GRATE TO INLET T r PLAN 4, - 4• `C of 5Lc>T G >� a f� -I I No Bar s n SECTION TYPE E INLET II 3�_ IR TYPE E Straight Bon YX 3/s• Rehculine Bon 11/•"X3/Is* Approx. Weight 215 Lbs. DETAILS OF STEEL GRATING ' ���• i� Soo I -A• E C T t O I,.l A -A Tack coot all surfaces r and edges V 10' OVERLAY Vorles I ` EXISTING---,.,,, O I ! TAPERED EDGE rru n rn 1 n' S� PLAN ( Trench bockf llled in I9- compacted loyers As per 1986 DOT specs, 1 i or1. 125- 8.3 9 O a, r•. et •.• 30 ' i is 10 1• t It P I1 ,l t0 10 1• 1 7 11 to • 11 • 1• Il ,r 7 11 t 1• 1• 1, It I u 11 • • • • 1• 51• • st0 J ° el I, ` I• • • • It tT • � • �N 1 • a 410 • [ IT u • •t a 1• fmmmo�am� aooa o0 jmm5m�cmmm 0000 ;moo a I to :ou I•I1•lalialeato••t 10 18 ro I. 1• n Is n• u Ie u c It a I'�• • r 1 : a • , ° T • • l0 1 : , • • s 011AM•E �AV[MUf l0 1• 1• 17 I• Is ♦ •9• N la II It t : a r • • to NOTES: 1) ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE CITY OF SEBASTIAN STANDARD SPECI— FICATIONS. 2) ELEVATIONS .ARE BASED ON N.G.V. DATUM OF 1929. 3) GRADES SHOWN ARE FINISHED. GRADES: 4) ALL EXISTING UTILITIES ARE TO BE VERIFIED BEFORE BEGINNING WORK. 5) AREAS THAT ARE DISTURBED BY THIS CONSTRUCTION SHALL BE GRADED, SEEDED AND OR SODDED IN ACCORDANCE WITH THE PLAN. Surface Course to be LEGEND the some as adjacent roadway surface xQ0.9 EXISTING ELEV. I" 10' OVERLAY �e•�EXISTINGlo� t2 6" crele B 3000' � a• relnfor 6•x6•I � G.C. ire mes li 2' Beyond actual trench I cut line . PROPOSED DRAINAGE IMPROVEMENT, SEBASTIAN HIGHLANaS I;NIT 1 PAVEMENT RESTORATION DETAIL City of Sebastian, Indian River flu y, Florida--- - 7-Mll .._.,o_.�,....., PONT C"Ax1.OTTt MIAMI eo•T aT LUCIt P. E. w 3329E FLORIDA 44ATE--0 RL04il0A _. DATE T.I'1.89 DSG er 1 Owrl erC"V�RELEASED-'&)r S+eEETWO SCALE I.1. 50' Cx'0. 8T APPR 8rI, OF FILE4C-0 /.# A 9 n Q i o h 1 �` ���� 3� • �h ; ��"�' I I fop � � ,�� 4/ i k_`'. 'e O C"M COMMrren ro Grdo /{ I. if CAVM . Colt S/uq. Grdortl � 1 IN Joe MA. " AM •'aeRor h NAs ShM L A N on strew Bat i jr t fOk..rtype Or Threads,cam - \: J!CGA troiywEr. BWi 4' -4swr rrr rnfres 901 Tnkift" - - iSLoT EYE BOLT E CHAIN "� G FOR LOCKING GRATE TO INLET o �a 2 Bars __�� a 12• Ctrs. SECTION OTYP E INLET I I ��`^J 3 ' 4 • T n m. 3] 0 � i 10 TYPE E S►ralght Bars 2'X a/•• Rehculine Bon 1 1/4" Xs/%' Approx. Weight 215 Lbs. DETAILSI OF STEEL GRATING 12.5' �7 21. 2r.3 17 - i:' v: N 90" ¢ B. C. C.M. E C H O ti.I Tack coal all surfaces and edges , 01 1 4-\r '13r. I-i •la 1718 • 1a 7. .oaaoMonaco 1• :onn n 1s •wait 11 : u e t t° Id 18 to to = t a • • • • 10 1 t a • f • I U 11 e a • a • i ,• • 10 : a • i• • • 10 : i i ' • a ORRM•E �-AVENUE 10 11 fit111110191817 LOCATION MAP NOTES: 1) ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE CITY OF SEBASTIAN STANDARD SPECI- FICATIONS. 2) ELEVATIONS ARE BASED ON N.G.V. DATUM OF 1929. 3) GRADES SHOWN ARE FINISHED GRADES. 4) ALL EXISTING UTILITIES ARE TO BE VERIFIED BEFORE BEGINNING WORK. — 5) AREAS THAT ARE DISTURBED BY THIS CONSTRUCTION SHALL BE GRADED, SEEDED AND OR SODDED IN ACCORDANCE WITH THE PLAN. Surface Course to be the some as adjacent LEGEIJD roadway surface X 20.9 EXISTING ELEV. -I 10' OVERLAY EXISTING IAVLHLD LDGL 2-0 2'-0" 6" Concrete Bose 3000' rr.rn trim reinforced with 6"x5 10% Trench bockf111ed to wire mesh 9' composted layers 2' Beyond dctual Irene cut line . As per 1986 DOT specs; art. 125-8.3 PROPOSED DRAINAGE IMPROVEMENT SEBASTIAN HIGHLANDS UNIT 1 PAVEMENT RESTORATION DETAIL City of Sebastian, Indian River " � y Florida _ General 0emxrTx" _ ••.wa..w+ter... by - PORT CHARLOTTE MIReL ♦ORTaTLutlt -- _• PE. .h 3f32B6 PLORI•A STATE 0 FLORMA -.' - .. DATE i• 1-7.89 OSG By DWN By G.V. MELEASFO it S„EET- 40 SCALE I": 50"-' CK'0. Br APPR BY ;•.OF I C11 C. dL.P /'"fill/ -0f" -jQCj ■ l! Clrin (1lwuaom ro ircr• 1{ i - t~ - `. troth i COW We. iroldsl ,ks• NvI, Nvl AM a^oygr -, fn Ca+O Slur P L A N 1 t on srrowd Bar - - t2 11 A 10 A fora. trype or rhfwdd Srr•ryd fjv Ballp' 4• ♦ • w I COW Slur !1 I ���� ► Is 3' - 0• ► It 1 fto ro rwc-rh/rdA 1►di rwar"s • 11 to rjlAT i011 10 11 EYE BOLT 6 CHAIN -A 'CI s • n FOR LOCKING GRATE TO INLET 1. 1 •a „ •'ll n F� • 7 14 1 s TYPE E I N LET- e �WJIJAT • N t0 IN, its I IT I 1• ID ♦ Ii It 11 1 ! a♦! 4 7• a 10 t0 If to 17 kl. 1•1-1IS it 11 1 t a 1 4 a• 7 a a to a 1 10 • 1• a :• 1t 11 q • • 7 t 11 t t• t to to u u n I'O » Ia It a 18 1 I I! 1 to 1 eb = 1: a a• 7• a W t ! a.• • t s 'A. • 7 '• 1w • ` : a • 9• 7 • a to 11 : a19 • • TYPE E �G # (;ti Straight Ban 2'x/se' NOTES: \ ` . , I �1 { ! P 1�j• AeticU(Ine Bars 11/� VA6 1) ALL CONSTRUCTION SHALL BE IN pprox weight 2I5Lbs ACCORDANCE WITH THE CITY OF DETAILS OF STEEL GRATING SEBASTIAN STANDARD SPECI- FICATIONS. o h p� ,� ��' ( yrf 2) ELEVATIONS ARE BASED ON N.G.V. S% �' i <v ���i2 I �,' _ i ►' ____, DATUM OF 1929. 21.5 3) GRADES SHOWN ARE FINISHED GRADES. 'SoD 4) ALL EXISTING UTILITIES ARE TO BE p �(1:- t5. VERIFIED BEFORE BEGINNING WORK. 50 D, t \ `��, \� ,�f� 1�22r L. 5) AREAS THAT ARE DISTURBED BY THIS CONSTRUCTION SHALL BE QEG i I OIJ A-r� GRADED, SEEDED AND OR SODDED �S ,� \ \ IN ACCORDANCE WITH THE PLAN. IV Tack cool all surfaces I and edges Surface Course to be O I 9 the some as adjacent LEGEIJD 10' OVERLAY Vartes roadway surface 9 —-+-f --- — x 20 EXISTING ELEV „2 1' -i 10' OVERLAY IEXISTING � O T_EXISTING TAPERED EDGE 2'-0 ^.. 2.0 6" Concrete Bose 3000' min rnlll reinforced with 6'x6' % wire mesh Trench bockftlled in 9' compacted layers 2' Beyond dctuat trench cut line. • As per 1986 DOT specs; I art. 125-8.3 PROPOSED DRAINAGE IMPROVEMENT SEBASTIAN HIGHLANDS UNIT 1 PLAN PAVEMENT RESTORATION DETAIL City of Sebastian, Indian River Cra y, Florida C . •.ter o.w�. A.A.r..� - Il Y FORT CNUgaTTa MIAMI ro•Tsnucls ►V_MA 33s'8io FLORIDA STATE ;.,0 FLORIDA- ( OAT( 7- 7. 17.89 DSG eT DWN a Ca.V. RELEASED T S"EET No SCALE I.I. CK'0. eY APPR BY FILE f1 G'2 Dl�i'A/•;#O Ir- PLAN Jess MU. AV APW h Coed Pbll OO SlrslglJ _ 1 J IF. I Die. tTypa Or rAr•aJW / 1 Strew Eye sot Cos Stout ►loll To Tuc-Telyds " TNdm" r EYE BOLT 6 CHAIN FOR LOCKING GRATE TO INLET Tack coat all surfaces and edges. ` PLAN 12 u • • 51• • dto q /e 1a u • • • 1• J • !1 12 17 1! 17 to f • • • 17 • tt 11 1s 11 Is •� . 4' f w i 4 to t 1• a et to Is w u 7 Is y ! tl f 1s t t• s t0 f t0 •, . 0� r • It Is F 1 If I to 1 ee • It a fI , I I • `` If is.suit UAT AVENUE r l t: r 6:: �I $I.OT a •�p`C t011 10 IT • ti I 1• • t• D I•I • •7 1• 7 t0 AV CA00 AVENUE i !s = a is �No 4 Bon 7 • Is • 3tl 0 12 Ctrs • • • i Is a a! 1 !• i is _ • • • 217 ♦ ti A ! 110 i I• a t• t0 If /s 17 161161 14 a It 11 1! 11 W f • 7 E$ CT10N t u e u ! Its 10 18 TYPE � 1 N LET a• r• 71.1.1. ► t i• s • _ 1 RU � u _ lONUItN �s • li it 11 GLO 1•IS ITN MN li It 11 It 11 10 •H_a," 9its••• 7• f 10 1 f f• s• 7 1 f /D I ta• O•AM•E AVENUE 1 (T .. .. •u• Jif.AIR ID U !! II IO• s 7 LOCATION MAP TYPE E NOTES: Straight {lion YXa/a` Reticulinli Bore IIA- X'/1- 1) ALL CONSTRUCTION SHALL BE IN Approx. *eight 215Lbs. ACCORDANCE WITH THE CITY.OF DETAILS OF STEEL GRATING SEBASTIAN STANDARD SPECI- FICATIONS. 2) ELEVATIONS ARE BASED ON N.G.V DATUM OF 1929. :ouw nine •lsle u I t a • ii r • � 10 :Olson n Iswla It u I t s• sj t• 7 e f 10 21. 3) GRADES SHOWN ARE FINISHED GRADES. sop 4) ALL EXISTING UTILITIES ARE TO BE ` VERIFIED BEFORE BEGINNING WORK. \ 5) AREAS THAT ARE DISTURBED BY - THIS CONSTRUCTION SHALL BE GRADED, SEEDED AND OR SODDED IN ACCORDANCE WITH THE PLAN. Surface Course to be the some as adjacent LEGEJJ0 roadway surface >< 00.9 EXISTIWG ELEV. . " to' OVERLAY EMSTING� • 6" Concrete Bose 3000 reinforced with 6oz6' 10/to ' wire mesh Trench bockfilled m 9� compacted layers 2' Beyond dttudl trench cut line. As per 1986 DOT specs; art. 125- 8.3 PROPOSED DRAINAGE IMPROVEMENT SEBASTIAN HIGHLANDS. UNIT 1 PAVEMENT RESTORATION DETAIL City of Sebastian, Indian River'` C y, -Florida Qa A— BY 7� G FOOT p1AOLOTTE iuAln ►ORTfTLUCIE P.E. N 332810`.- F►os1D• STATE F F10RIDA' pATE 7.1.7.89 DSG e7 DwN Err,.V. RELEASED ly SHE $T NO SCALE 1..r SO' CK 0. OT APPR OT I (!F. I.. FILE .ra F '�' _Ot�At. jLt4