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HomeMy WebLinkAbout1993 Roadway Improvements (Box 22 #14)N V LAKE TIES SEC. 14 & 23 TWN 31 S ",UADWAY IMPRU'VEMENTS �A C S�J1I�EiS�['�'IA.N, RNG LOCATION (n.t.s.) MAP 38 E PAI� ISLA" A"011 SL t tT O "—'cue* \ para: s r i i 1 TABLE OF CONTENTS 1. 2. 3)415. 6)778. 9110. SEBASTIAN LAKES ASSOCIATES, INC. COVER SHEET DRAINAGE KEY MAP PLAN- PROFILE SHEETS CROSS SECTIONS DETAIL SHEETS ip, A%. ! P I. ob VY�. 15 C3 RENO a) NOV tL E=o.0 P0 CO Z13 m SUBMI : BYY* tU - WHEELER REGISTERED ENGINEER CERTIFICArt- NO. 25478 STATE OF FLORIDA - DATE: JOV -'2 10, ,SHEET 1 OF 10 Y. ! P I. ob VY�. 15 C3 RENO a) NOV tL E=o.0 P0 CO Z13 m SUBMI : BYY* tU - WHEELER REGISTERED ENGINEER CERTIFICArt- NO. 25478 STATE OF FLORIDA - DATE: JOV -'2 10, ,SHEET 1 OF 10 I .. STA 2+00.63'L AREA D-1 0.76 ACRES EXI GRAPHIC SCALE ao 0 n 50 100 400 f. � . :, y ,��.. .J.y''..:6:':�}n',Y,..tH W;C .Si3C4 ",�•a `r: �N"::.'-R': ;..« ( IN FEET ) I inch - 50 tL SEBASTIAN LAKES 0 LEGEND PROPOSED PAVEMENT EXISTING PAVEMENT SWALE FLOW DIRECTION 1 INV. a 14.87 EXISTING LAKE AREA D-2 RIM E.O.W. CONCRETE COLLAR WATER ELEV=18.00 1.56 ACRES � v 1 T.O.B. PROPQS�D 9-20-93 13 STA 2+00 • GGRRAETE C INLET N0. 1 >K 20 F. " CM INV. - 15.60 �� W F� PROPOSED EASEMENT 20'-15" RCP PROPOSED SWALE BOTTOM µ1Gµ P� -- �, �.'.�'"•.''�svy�P+',>^ a�n �, �T^,`.,?,:�,t'` .tY: .'�.. :.,,St�..= 4ha w {,_t<i. r.: m i.,.t.,.-� � a ".. -��:�'°',.<,•r�G�, �.,y?tyt�{ra �-:.:.a•"m�.__...... .r, - ..... .' .,. - j��j��'j?j(�]��S - Q:Ck1'`;ifi?YC... �--.•. . �.-a t5,...°. .�, .;. e., f. .s , .,,. ry..<. �:.�.,'...,. ��.s. ..". �. *+...\ ,.. .. ,.Je. h. ,aF �.4s.-..>s.:,,.,s-.. ,q� ,Y. +l ..." •� a.f2r. ,. �-. , .:.. .v.....,y,,. k P a.. . �.n, iymv, M . » ,tt. .�, ..... : ,s�. .F`�, .�. .. o.t..•. '•4.`s $_r_,a.,f,2!?dA.«.2.aY. . .. ,,. .. w.y -a. . �= P. • :as'3;t. � .T. ,'+St"'�' S.LA.N.G A7'a��:. u_,t .. .• r_i..,., . .2e?#,io._• ,P�' ti+. 7� �. ..•.... ,:_«*.Y_-L...� ai .n ,lJa��tltl�k:1.�.,rfs'•- 's�fs�'iY. . Rx .S '�'.`+x�. sb. fik+ w: �art' •t� s *.t • . 02 iJ%sr X0, ♦ p ' / E.O.P..1�' !EXISTING — 'J�Y LACONIA STREET— E.O.P. ._._._. _. ��w._...._...� _._..._._._...... ._.._._._._._,.... _._._ _._._.._._._._._._._.._.--- _._..R/yr.._.._..'........_.._. �•—.._._._._._.._._._._._..._.._.—._._._._ o LOT 14 LOT E LOT E LOT 5 LOT 4 LOT 3 LOT 2 LOT 1 LOT 28 j LOT 16 LOT 15 LOT 13 LOT 10 LOT 9 LOT 7 :3 m to wSEBASTIAN HIGHLANDS SEB STIAN HIGHLtiNDS Z J I I i i RJW R/W Q with GRAPHIC SCALE so 0 25 w 100 400 ( DJ FEET 1 inch a 50 fL LEGEND PROPOSED PAVEMENT EXISTING PAVEMENT SWALE FLOW DIRECTION EXISTING LAKE •j• \ \ EXISTING LAKE j• . WATER ELEV=t%Ai3,, PROPOSED `► 9-20-93 . OUTFALL T.O.B. STA15+11. ' 11 j INV a 14. EOW . .` 20'-18 CM j . CONCRETE COLLAR ��J• / pRgP'osED SEBASTIAN LAKES • 64 L.F.-24" R.C.P� ,�F�F `�cP. TYPE 'C' INLET --NO 2 R• X4,0 pO _ -9 AINV. i5.1 525 1.56AACRES �0 S PROPOSED 10 DRAINAGE EASEMENT STA 16+00. '�3 & LANDSCAPE BUFFER 19 J r —PROPOSED SWALE 1 x ,f::. .. ��.:,i:�a' ^. _•'...,: :: f''�.`,u t . -,•..a, , � .r,., r ...c.;"»^�, . f�n. r ci .r,t.e' '. .. -. x ,•-„ e•. . ,... ...�.:.. . ,...... 7• :a. _: -_i, _ . , r ,_ . ..-...., < �•s+�.:... ,,Y .. .. S g •,�''`..._.. x ,f a ...-w. .. .....,.. r , f�. - -•+".ff..c. �. ...; a. . s8 - *xr ,^ Fr. •,. , ..,. a ..,:�,"r° »,'? _ > .s -(,•+d .. �:�"�' . - --_ —.._. - x ^t 11 V :27. y 1b �y i ;, _,. r; •,•.vim, '�_-- - - - - --- ---- � ---------------- --- - — - - --------\_S_----- N1 --- --- - — -- - X STING — b i — — LACONIA STREET 1 — `� �--^EXIST. CONC. � — EX. 12'. DRIVE EXIST. CONC. 0 — EX. 12 r—ExsT. cor+c. EX. WAT. C.M.P.12" t ,�{kIST. CONC. C.M.P. " + EX. WAT. C.M.P. \ ORIVE C._� DRIVE 8.0. �� F_v==.,�* DRIVE . -El bA /W— rLLFl�_ _ _ _ _ _ _ —. _ _ _ 1—C . _ . _ . " . _ . . _ . _ .�� . Q ` � , .LOT 37 N LOT 12 LOT it LOT 10 LOT 9 LOT 8 LOT 7 LOT 6 LOT 5 LOT 4 LOT 3 LOT 2 LOT 1 � I LOT 34 LOT 35 LOT 36 L € ( ALLEY I T vmi I; . z SEBAST AN HIGHLANDS 1 Q1 SEBASTIAN HIGHLANDS I~ J I W 7A14W,- BY . R ISTERED ENGINEER R/w R/W ERTIFICATE NO. 25478 STATE OF FLORIDA ` DATA:":'NOV ':: �, 1993 SHEET 2 OF 10 >< C; Z 0 CL en ,r fat a IL ' k aMi m A 0 0 W a - W < 05— 00,D (J-) Lli O LL_ Q L,j z Q Q Q O _z Lij m C)d r) .o ►«moi � p V) - 4 M C p 1601 _0 i a Q. O N 01 i a. 0 I Aualoe E CC G� w (L 0 � q N V V M lk * • i ► 1 f �.I t 1 INV. a 14.87 EXISTING LAKE AREA D-2 RIM E.O.W. CONCRETE COLLAR WATER ELEV=18.00 1.56 ACRES � v 1 T.O.B. PROPQS�D 9-20-93 13 STA 2+00 • GGRRAETE C INLET N0. 1 >K 20 F. " CM INV. - 15.60 �� W F� PROPOSED EASEMENT 20'-15" RCP PROPOSED SWALE BOTTOM µ1Gµ P� -- �, �.'.�'"•.''�svy�P+',>^ a�n �, �T^,`.,?,:�,t'` .tY: .'�.. :.,,St�..= 4ha w {,_t<i. r.: m i.,.t.,.-� � a ".. -��:�'°',.<,•r�G�, �.,y?tyt�{ra �-:.:.a•"m�.__...... .r, - ..... .' .,. - j��j��'j?j(�]��S - Q:Ck1'`;ifi?YC... �--.•. . �.-a t5,...°. .�, .;. e., f. .s , .,,. ry..<. �:.�.,'...,. ��.s. ..". �. *+...\ ,.. .. ,.Je. h. ,aF �.4s.-..>s.:,,.,s-.. ,q� ,Y. +l ..." •� a.f2r. ,. �-. , .:.. .v.....,y,,. k P a.. . �.n, iymv, M . » ,tt. .�, ..... : ,s�. .F`�, .�. .. o.t..•. '•4.`s $_r_,a.,f,2!?dA.«.2.aY. . .. ,,. .. w.y -a. . �= P. • :as'3;t. � .T. ,'+St"'�' S.LA.N.G A7'a��:. u_,t .. .• r_i..,., . .2e?#,io._• ,P�' ti+. 7� �. ..•.... ,:_«*.Y_-L...� ai .n ,lJa��tltl�k:1.�.,rfs'•- 's�fs�'iY. . Rx .S '�'.`+x�. sb. fik+ w: �art' •t� s *.t • . 02 iJ%sr X0, ♦ p ' / E.O.P..1�' !EXISTING — 'J�Y LACONIA STREET— E.O.P. ._._._. _. ��w._...._...� _._..._._._...... ._.._._._._._,.... _._._ _._._.._._._._._._._.._.--- _._..R/yr.._.._..'........_.._. �•—.._._._._._.._._._._._..._.._.—._._._._ o LOT 14 LOT E LOT E LOT 5 LOT 4 LOT 3 LOT 2 LOT 1 LOT 28 j LOT 16 LOT 15 LOT 13 LOT 10 LOT 9 LOT 7 :3 m to wSEBASTIAN HIGHLANDS SEB STIAN HIGHLtiNDS Z J I I i i RJW R/W Q with GRAPHIC SCALE so 0 25 w 100 400 ( DJ FEET 1 inch a 50 fL LEGEND PROPOSED PAVEMENT EXISTING PAVEMENT SWALE FLOW DIRECTION EXISTING LAKE •j• \ \ EXISTING LAKE j• . WATER ELEV=t%Ai3,, PROPOSED `► 9-20-93 . OUTFALL T.O.B. STA15+11. ' 11 j INV a 14. EOW . .` 20'-18 CM j . CONCRETE COLLAR ��J• / pRgP'osED SEBASTIAN LAKES • 64 L.F.-24" R.C.P� ,�F�F `�cP. TYPE 'C' INLET --NO 2 R• X4,0 pO _ -9 AINV. i5.1 525 1.56AACRES �0 S PROPOSED 10 DRAINAGE EASEMENT STA 16+00. '�3 & LANDSCAPE BUFFER 19 J r —PROPOSED SWALE 1 x ,f::. .. ��.:,i:�a' ^. _•'...,: :: f''�.`,u t . -,•..a, , � .r,., r ...c.;"»^�, . f�n. r ci .r,t.e' '. .. -. x ,•-„ e•. . ,... ...�.:.. . ,...... 7• :a. _: -_i, _ . , r ,_ . ..-...., < �•s+�.:... ,,Y .. .. S g •,�''`..._.. x ,f a ...-w. .. .....,.. r , f�. - -•+".ff..c. �. ...; a. . s8 - *xr ,^ Fr. •,. , ..,. a ..,:�,"r° »,'? _ > .s -(,•+d .. �:�"�' . - --_ —.._. - x ^t 11 V :27. y 1b �y i ;, _,. r; •,•.vim, '�_-- - - - - --- ---- � ---------------- --- - — - - --------\_S_----- N1 --- --- - — -- - X STING — b i — — LACONIA STREET 1 — `� �--^EXIST. CONC. � — EX. 12'. DRIVE EXIST. CONC. 0 — EX. 12 r—ExsT. cor+c. EX. WAT. C.M.P.12" t ,�{kIST. CONC. C.M.P. " + EX. WAT. C.M.P. \ ORIVE C._� DRIVE 8.0. �� F_v==.,�* DRIVE . -El bA /W— rLLFl�_ _ _ _ _ _ _ —. _ _ _ 1—C . _ . _ . " . _ . . _ . _ .�� . Q ` � , .LOT 37 N LOT 12 LOT it LOT 10 LOT 9 LOT 8 LOT 7 LOT 6 LOT 5 LOT 4 LOT 3 LOT 2 LOT 1 � I LOT 34 LOT 35 LOT 36 L € ( ALLEY I T vmi I; . z SEBAST AN HIGHLANDS 1 Q1 SEBASTIAN HIGHLANDS I~ J I W 7A14W,- BY . R ISTERED ENGINEER R/w R/W ERTIFICATE NO. 25478 STATE OF FLORIDA ` DATA:":'NOV ':: �, 1993 SHEET 2 OF 10 >< C; Z 0 CL en ,r fat a IL ' k aMi m A 0 0 W a - W < 05— 00,D (J-) Lli O LL_ Q L,j z Q Q Q O _z Lij m C)d r) .o ►«moi � p V) - 4 M C p 1601 _0 i a Q. O N 01 i a. 0 I Aualoe E CC G� w (L 0 � q N V V M k ry 9-20-93 0.76 ACRES _....__ r >� EXISTING LAKE r WATER ELEV=18.00 uj y 9-20-93 Z STA 2+00,63L E.O.W. Q INV. = 14.87 w R,�W E.O.W. CONCRETE COLLAR AREA 'D-2 1.56 ACRES PROPOSED zQ ` T.O.B. TYPE "C" INLET NO. 1 , _ GRATE = 19.60 ,, �' T.O.B. ' 20 L.F.-15" CM INV. = 15.60 � GN 20'-15" .RCP — — PROPOSED SWALE BOTTOM — — — — — �w r - • : 'F ..':9. :,•:. ,...cY�*y1'.v, :n.;.•,,t. ,, s ... ... . w.�!-ww:�s ., . :..#,. ,.t:. r .;,. < . .... -0c°..w.....,. ,a. .. +.. ,,. ,.., t M...4. a.p �.-.. {iv, . 4. d ... :...i,rl .... .'4`,,;�c..d. .. f: v,.i..,,\...r-+. r.. . ,. :,.. . :.a. . :t. i ..r 2 ,. .V r.. ." � . .... -u�.v ;r. . ., .n. ... p.;T. ._. u<�L, .:, .. ..... ...,x.:l.. �. .1 . .. f . arltt .. • s... �,�, �.p., ,:..•<t,".�,`�'"... .. �. �.h..^�+�..e, d b's:`RF,'.'Y_ ;S . . , 4 ,.k A,..1\.t!i ;.. i i y7a!ri!"' �h; iye' 4.�.f.�•. '. ' "^,'Y•r%:7,; ... . ,, w. a.9�•i �J'4•�':,�,�"��,S••T'. . '.f'u- e .. . +f: iY+h '.• e+. !n.1ryT'�`S-•,':nr" a",• �.. Y'i itl.r 00 x `s.• 'i•..in, mM1.',Z.'.•, .'." Na• -'e-a , w , t+$Je ."n �r - � � • -j n aJ'r�. : C F.....vLr• ,Q :1 PI ti.: 3._t-tl',,`,. '�. �P' •... : i;'7r•%:'.,'b'Ad.w� • .��r�- 3�- 4Y�`d.d . � k;•�v YDiR. .rt . k,. ° ,,fi�tt ;1. 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' / y'j���? uJa't�'2 VIf � L ►'�`► tvt , tJ A �r't�i=-Z - W 1 LOT 9 LOT 8 LOT 7 1 ~ 3 LOT 14 LOT 12 LOT 11 L07 10 t= LLOT 15 OT 16 LOT 13 iM Ln i W 1J� SEBASTIAN HIGHLANDS \ - • i 1 R/W 1 Y 1 SEBASTIAN HIGHLANDS 1 0 0 0 0 o � 0Lo Ld J J Z� N �N IZ --� 1 w — �— 0 i —� U Q J4 Z cD U F-- Q r0 w w }— d Q �w QQ Q x U) cq w o - �� ' i t£i ° 1 J r 0 0 0 0 0 o 0 0 s s i 1 Ln C rn SUBMITTED BY: G v -f- 4- r-Tol Ln C rn SUBMITTED BY: 00 o N ►� o 0 _1.91--00 _________------ __-_-- _- 210 81 MATCH LINE STA 19+00 y w s w� �w �w w ' w •ww ___-----______-—__---------_---------------------- �_-- .�s __------------ _ Cf) Fri i - .t ----------------__---___--______------------------------}-- ___-�___---__---_-- U) I 0X -------- -- --------------------------------------- - N 20-00 ?1.01 z r ry _ o D .O ----------- _-____---- ---- ------------------ -------- --------------- G� I 0x °' D D -_-_--------------- -------- I 0 Dx I N D 0 o x� Z z _zo C/) � M ------------------- �y010 •-�- i _ ___---_-�__--�,�_____.�_____ _1 • �. 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WAT. co ____a_ta_____.s:ti.a+a:+a,.a +a:tis may.— _—:+.u...+a:+a:•.�,a 1<tis •.ate::�•—•.�+a•�t.a+r•_�:+a:tis _ �Ji ' .J•�''Zc• ' • 0 m X 0 ` _^-- ----------- ----___--- --------------- ----- -- -- ----- _..__�_�__ GO C I 0 x 2611-00 D� 2� 2-1 I cv IO --------- -------------------------------------- ---- ------ >i ----------------------------------------------------------- - -- - --- ---- _ _-_-_____ y' I / ------------------y -- ---------------- z :�Y;� ------- - --__- __-- 4:aa / CA it N rnF1 MSN ' rn� . rn, oD _--_____--------- _-------_- --_ �______-____ �o y o� • ILI til < ,� 9 +00 22-51 m D 0 a N Z ------_ ------- -_ -_--,<:._, _� ,_ L_- - •---- __� �_. _- -+ � � =�,' � n � �-� D y I 'i1 � � rJ ' .o �o �► co 0 1 /� z n Alf CAULFIELD , & WHEELER, INCLACONIA STREET DATE ocT. 1993 2348 REVISIONS JOB NO rt . Consulting Engineers - Planners -- Surveyors' ,!F PLAN PROFILE .''SHEET ; a.H. -T.M.M. w 7301 A West Palmetto Park: Road -- Suite 100A ' Boca Raton,: Florida -33433 ` • r . ` � - � 407 •- 392-1991S.TA - DR . t r� � ��ED BY L © 30 HORIZ• 1 =2 VERT .'.. • 5EBASTtAN FL0�1 `� < �" ••! • w f FIELD BOOK / GE SALE • � � RDA � Fl P� s t s _. .. _ .. .t1r,.._ :iia. Y._ .. ex-::.-,. � ........ �"• .•, .; c }' .. v . f . i I P /W R W / R W / R W R/W------- R/W 1+00 E �r. 2+00 3+00 • - 25 25 25 - V -. 4• r 15 30 1015 30 15 o 04 030 10 ,.5N 30 0 N oo 3 10 , o 10 30N N n tt` NN ZNZ O 5 w m O S ,. apx _. CL R /W R W / R/ F / R W F W R/W R 4+00 5+00 6+00 INC ; 25 25 +� -25 aa� — •� i •- a 15 30 i010 30 15 15 N 30 10 N 0 10 30 N 10 N N 30 coo 0 10 30 � t NC'4CAI W C/) �--- Q Z. to < Z cn Q t. 0 o m V) y U U R/W R W R W / R W / R W. / R W F 1 7+00 8+00 f s+00 L5 25 ;? o 25 a 25:: ` W C oh".4 a. _x o N 15 3010 on 0 10 30 15 ( ✓ o �f cci 30 10 0 10 30 15 v v C N o 30 10 0 10 i 30 NN a . Ian sm '.=V _ ;WSTED BY: a - "'` o 0 . WHEELER ;. REGISTERED ENGINEER CERTIFICATE NO. 25478 STATE OF FLORIDA DATE: SHEET 6 OF 10 7` 30 10 ul)0 10 'o N N J 30 10 0 10 N C: CJ Q 1 30 30 15 k 30 10 CN o 10 30 .. o o VIQ. rv..� Y R/W R/W R/W R/W PROPOSED 11+00 20'EASEMENT 25 15 30 PROPOSED 20'EASEMENT 25 15 25 15 R/W. 10 0 0 10 N O N 14-00 30 30 R/W i I 30 10 0 10 O O N N 10" ESM'T , 17+00 10 0 10 N O N 30 30 R/W R/W R/W PROPOSED 12- 00 20'EASEMENT 25 .1 a 15 30 10 0 10 00 N N R/W PROPOSED 20'EASEMENT 25 15 15-00 30 10 M o 10 N O N a qll R/W tr R/W to k R/W R/W O U .� 18+00 Z 110" ESM'To 25 �y � c o vas 15 30 u 10 Ln 0 10 00 C14 (N Y a , c ,°o .- p CD Eco. 30 i N O r� k R/W R/W O U .� 18+00 Z 110" ESM'To 25 �y � c o vas 15 30 u 10 Ln 0 10 00 C14 (N a , c ,°o .- p CD Eco. 30 i N O r� SUB�AITTED BY W N ry z C/ U F r JO ELER EGI . ED ENGINEER U o W -' Q Q z� F= Q 00 m UU Q k R/W R/W O U .� 18+00 Z 110" ESM'To 25 �y � c o vas 15 30 u 10 Ln 0 10 00 C14 (N a:d c ,°o c Eco. 30 P4tJr- O r� SUB�AITTED BY N C/ r JO ELER EGI . ED ENGINEER - CERT1FiCATE N0. 2547$ STATE OF FLORIDA oATE: �101�, � j99� IN . 44 Ir W 1 W - Q Z 10 O m Obi o r� W i a' V) Z W ?�of d ►�c R/W R/W m R/W v R/W Q R/W R/W r, c Eco W a O F� r C N� -C t C �00 oof F 10 t' 19+00 _10 ESM'T ' 10" ESM'T- 20= 00 . 110" ESM'T 21+00 ' 25 25 25 i f ' 15 I 30 10 r o 10 30 i5 30 10 0 0 10 30 15 30 10 N 0 10 30 0 0 NIN ^ 0 NN N O IN R/W R/W R/W R/W R/W R/W 4 ".. 22-x-00 I_10" ESM'T� I`10" ESM'T, 23-00 110" ESM'7 24-00 25 25 25 ---------- r 15 30 10 0 10 30 15 30 10 o . 10 30 15 30 10 0 10 0o 0 30 R/W R/W R/W R 'W R/W R/W I I , 10" ESM'T 25-00 110" ESM'T 26-00 110" ESM'T 27-00 25 25 25 i T. 15 30 10 0 0 10 30 15 30 10 N 0 10 30 15 - 30 10 N o 10 30 NIN N 0 SID N l R/W R/W t, 28-00 25 v SUBMITTED BY 15 30 10 o 00 10 30 _ No N N F ER`C- .. REG r t2 = EXISTING I ATE N0,° 25#73 TATE OF FLORIDA' PROPOSEDDATE: + 2 -opt. . � I .. I I I ... _....._..i .1...11 __...11....i I I ...._ .. .. _._. ..... __.......... IN . 44 F -- Ir W 1 W CL Q Z E--- O m Obi o r� W i a' V) Z W ?�of d ►�c 0 0 m C.) v V) Q .W r, c Eco F -- Ir W 1 W V) Q Z E--- O ¢ U o r� W i a' V) Z w (� d ►�c 0 0 m C.) v V) Q .W r, c Eco Ir 1 zLo P N r� a' I w C .- ►�c c 0 CF) a- o cv U.rn C:6, IVo v S' r, c Eco W a O F� r C N� -C t C �00 oof F 10 i • I CLASS,w I --� " \GALVANIZED BITUMINOUS REINFORCEMENT IN COLLAR j � LAR COATED METAL PIPE TO BE SAME AS IN PIPE AS CONCRETE COL14000 D,=• I PER ASTM C-76 (LAItJI REVISION) FOR CLASS 111 PIPE CONCRETE COLI - AR -0 plan ADD17IONAL REINFORCING BARS GROUT +I BRICK TO GRADE •A' STD. HOOKS TIED UNDER BASE STEEL f -E- 7- section E- _F»SectiOn PEAROCK (AS DIRECTED BY ENGINEER) PRECAST CATCH BASIN -TYPE 11 -IV TYPE !L-1 MANHOLE -TOP SLAB - 2.25 ' t � w ► r r_� 75- 1 i1 l i t i �_� c 75' t l c )_T b � --I h"o• I GRATE PLAN VIEW r t 5' 2 5' LAN --i �.Ir i 1 1.5 JT 1 GRATE SECTION VIEW N COURSES OF BRICK S ADDITIONAL _94`4 0@12"C.CEW. REINFORCING --� BARS a• - - t' N• 3'-0' T .1O- PEAROOK -� SECTION SIDE VIEW PRECAST CATCH BASIN TYPE 11 C tf EXISTING GROUiID z 00 2nd LiFT BACKFILL PLACED AND COMPACTED TO 98% MAX. DENSTIY IN TRArrIC AREA, 95% MAY, DENSITY 114 NON TRArrIC AREA, 6' MAX. SIZE ist LIrT BACKFILL PLACED AND COMPACTED TO 98 7 MAXIMUM DENSITY BEDDING MATERIAL PIPE O.D. FLUS _ 12- MIN. SHEETED 8" MIN. UNSHEETED OR 24" MAXiMUM TRENCH EXCAVATION NOTES: 1, rirc BENDING When the pipe is laid in the prepared trench, true to line anti grade, the pipe barrel shall receive continuous uniform support. Where necessary, coarse sand, pea rock or 3/4 -inch limestone gravel shall be used to provide uniform bedding. 2. BACKFILL MATERIAL Backfill material shill be non -cohesive And non -plastic soil that is free of All debris, lumps, clods, wood, broken paving or Any organic or unsuitable material. Backfill material placed within one (1.0) foot of the pipe shall contain no rocks or stones larger than two (2) inches in diameter. No rocks or stones larger than six (6) inches in diameter will be permitted in the remaining backfill unless otherwise specified. 3. BACKFILL COMPACTION Trench backfill shall be compacted to not less than 98 percent of the maximum dry density determined by AAS11T0 T-190. Where the bAckfill lies within the roadway embankment or subgrade, it shall be compacetd to densities specified for these areas. 4. DENSITY TESTING Field density tests shall be performed in each hAckfill lift And at A frequency of not less than one test per 40 cubic yards of bAckfill placed. 5. Where required, sheeting and shoring shall be in accordance with city regulations. 6. Muck or other suitable materiAl be completely removed. TYPICAL TRENCH EXCAVATION i v ® All roots, 1. The computed subgrade shalt Conlon to the lines, grades, and cross-sections shows on the plans. , 1. AiI dimensions shown on these drawings are scaled distances. The stumps, or objectionable material present on, under, or protruding through the surface shall•be cotQletely contractor shall confirm all measurements in the field and notify the removed from the sub rade. The finished surface of the suD rade shall be ser r t_ 1 t meet_ r k 9 ! l99=1lel4_Q_14_ Engineer in writing of any discrepancy prior to performing the work. kilt to verify that the subgrade has been constructed to the proper lines, cross-sections, and elevations (7' �t All quantities shall be paid on the basis of field measurements of below finished pavement grades) within in allowable tolerance of i/2' of the proposed subgrade elevations. completed work. 2. Reinforced concrete pipe (R.C.P.) sha11 be in accordance with 2. The finished subg►adt shall have a_•_prKior tsps performed on the proposed subgrade material to determine the A.S.T.M. C76-78, Class III. Corrugated Aluminum Pipe (C.A.P.) shall optimum moisture content and maximum density of the material. In31lce_Qe^_li�Y ttfjt shall be performed ata f •.• 5i:t be in accordance with AASHTO M-96. frequency of at least one test for every 7,000 sq. (t. of proposed pavement area to determine compliance with the t design specifications of 981 of max. density per AASHTO T-180 testing methods. 3. Proposed grades shown in paved areas refer to finish pavement grades. 4. A11 signing and pavement markings shall conform to the "Manual on SASE Uniform Traffic Control Devices", t -' 1. Unfrock Composition- Following tests required on Limerock materials _ r 5. AI I lots, roadways and borrow areas shall be stripped of all a. �htgictl_fp�4titlon_tfpi to determine that material has a minimum 1 carbonates of 601. deleterious (unsuitable) materials and • materials shal I be disposed b. L t rock !a in R o_tes to determine that material can achieve, in LOR of 100. within the site. Li!l ____S__[__9__iil_ _ c. Sieve__dndlylil to insure that at least 971 (by weight) of the material shall pass a 3-1/2' sievt end rattrial t s 6. Clearing and grubbing shall include the removal and disposal of all shall be graded uniformly down to dust. The fine material shall consist entirely of dust of fracture. All - trees, stumps, roots and other such protruding objects, and crushing or breaking -up which might be necessary in order to meet such size requirements shall be done before buildings, structures, appurtenances, existing pavement, and other the material is placed on the rad. (A facilities necessary to prepare the area for the proposed p construction, and the removal and disposal of all product and debris 2. The compacted bast shall conform to the sines, grader, and cross-section shown on the plans. The finish base t7i which are not required to be salvaged or not required to complete the surface shall be etringlineQ Qr_ checkeQ_ �iih �_tegpi11t to verify conformance with the plan grades within in construction. allowable tolerance of 1/4' of the proposed bast elevations. - 7. Earthwork shall be constructed true to lines, grades and cross ':•;.!, ` sections shown in the plans or ordered by the engineer, within the 3. A Qroctor__telt shall be performed on the proposed liserock material to determine the maximum density of the Ks tolerances specified herein. Filling of site shall be constructed of material. ln_Q1lce__dcnsijr__teg46 shall he taken at a frequency of at least one test for curry 1,000 sq. It. of material containing no muck, stumps, roots, brush, vegetable matter, proposed pavement to determine compliance with the design specifications of 981 of max. density per AASH10 T-180 "- rubbish or other material that will not compact into a suitable and testing methods. enduring foundation. Materials designated as undesirable shall be „ removed and wasted. Utilization of material in fill construction ASPHALTIC CONCRETE SURFACE COURSk shall be in accordance with plan details or as directed by the ___________________ engineer. The maximum sizes of rock which will be permitted in the CC) completed embankment are as follows: 1. Tack Coat d' a. Prior to installation of the surface course, the surface of the finished base shall be broomed to remove all IN TOP 12 INCHES...............3 1/2 INCHES N = BELOW 12 INCHES . ...............6 INCHES loose material which right tnttrlert with the adhesion of the bas! and surface course. b. A tack coat shall be applied to the top of the clean base surface at a rate of 0.10 gallons/sq. ft. in the 0 S. The materials shall be compacted at a moisture content such that the Presence of the Engineer's representative. Z specified density can be attained. If necessary to attain the Zt 2 specified density water steal) he added to the material, or allowing 2. Asphaltic concrete shall conform to Florida D.O.T. requirements for Type 6-3 �ertlfjcclt(ong_Ql_lhs_g}Qheii_rix it to dry, as is appropriate. Earthwa.rk shall be placed in lifts of shall be submitted by the Asphalt plant to the Engineer for approval prior to construction. 1' to 1.5' each, compacted to within 95% of the soils modified ;t proctor voices (aashto t -180), gape backfill shall be placed in lifts 3. The ttm eraturt of the asphalt shall be at toast 230 d! rtes F. during the laying operation. <. of 1' to 1.5' each, compacted to within 98% of the soils modified P P 9 0 y 9 proctor value (aashto t -180) and all checked by a certified testing laboratory for proper compaction. All test results to be sent to the 4. The thickness of the finished eurfact course shall be checked at various Intervals to insure the constructed � } engineer. Surface course is within 1/8' of the design thickness (No negative tolerance will be acceptable). 9• A11 grading of streets, including the removal of all materials and S. Tht finished surface of the asphalt shall be checked with a straight edge to insure that the line, grader and r the finishing of all shoulders, sub -grade preparation. Swales and cross-section oft'the finished pavement section is in consonance with the design plans. The finished surface backslopes, in accordance with the typical sections shown hereon shall be included in the bid price for paving. shall be of uniformtexture and compaction. The surface shall have no pulled, torn, or loosened portions and CL shall be free of segregation, sand, streaks, sand spots, or rlpplls. All areas of the surface which dots not If 10• Any existing roadway and/or utility that is damaged by the Contractor left the foregoing requirements shall be corrected to the Englneer's satisfaction. u f. shall be corrected at the Contractor's expense to the satisfaction of m' the Engineer. m i ? i 11. Any muck pocket is to be removed completely from the centerline to ,NOTES: 10' beyond the pavement on each side. 12. Any gumbo encountered to be removed within the roadway 1.0' below - Not ify all existing utilities with facilities in the area 4$ subgrade to outside edge of shoulders. hours prior to construction: h - Southern Bell Telephone (800)432-4770 (� 13. The sequence of construction shall be such that all underground J installations of every kind that will be beneath the pavement Florida Power & Light (407)631-2000 currently to be constructed shall be installed prior to else City of Sebastian (407)589-5490 compaction of subgrade. General Dev. Util. (407)723-2877 14. Contractor shall submit shop drawings in all pipe, pipe bands, - Unless otherwise noted, all paving centerline grades are to LW drainage structures, grates, frames and covers. match existing slopes. Q . #" d 15. It shall be the Contractor's responsibility to determine the location The Contractor shall supply As -Built information from a Florida ry it Q: of existing utilities whether shown or not shown on these drawings Registered Surveyor for the following: and shall verify all elevations before starting construction. 1v' Where connections to an existing drainage system are Drainage - Pavement elevations at elevation points O, I6, g g y proposed, said Q shown on plan --� existing drainage structures and lines shall be purged of all silt Z_ and debris prior to said connection, and where existing drainage R/W cross-sections at 200 ft. centers system includes ditches, said ditches shall be cleared and reworked, Storm inlet top and invert elevations as necessary, to restore them to their approved design section. Storm sewer inverts [] Computed storm sewer slopes ro SODDING The above information shall be provided to the Engineer by wry C (/�~ a Registered Surveyor at the Contractor's expense. The Z Q _t Work, consists of the establishing of a stand of grass within the areas called for by the furnishing and placing of grass sod and drainage As -Built information is due prior to paving. The { IC wateringf, and maintaining sodded areas such as to assure finished paving grades are due within 10 days after Q W a healthy stand of grass. completion of the paving. 2. The area over which the sod is to be placed shall be scarified or - The Contractor shall use appropriate measures to prevent loosened to suitable depth. The sod shall be placed on the prepared erosion and transport of sediment to surface drains. The surface with edges in close contact and shall he firmly and smoothly Contractor shall use hay bales, silt barriers or other Z ` embedded b, light tamping with appropriate tools. On areas where they sod may slide due to height and slope, the Engineer may direct that appropriate measures to mitigate adverse impacts to existing �; S the sod be surface water quality. Turbidity barriers must remain in place 'Q pegged with pegs driven through the sod blocks into firm earth at suitable intervals. until construction is completed; soils are stabilized,, and vegetation has been established. Sod all areas disturbed by construction. All proposed elevations refer to National Geodetic Vertical Datum. Benchmark Location: Project Benchmark U.S.C. & G.S.p monument No. Z-199. Elevation 21.33 M.S.L. located on the ~ �'' North side of Roseland Road, approximately 170' +/- West of > .) State Road 512 (Fellsmere Road). Confligts between water and storm sewer are to be resolved by a UJ adjusting water lines as necessary upon approval by owner'sN M _, Engineer. w 0 in ((o' CM 2p'VL1'FZ1E5 eieE PLAN 20, C � C; � Sol+v sow - - - - 5oily sow 1 _ O WATUPAL 1 I AJQ7� UtvtO Q. '� N GROUN WATE 12 6U2FAG Qv �i \\l� i/ s _ IL_ 1✓LEV. 18.0 MSL. _�I a / 4 RCP ortCMPM�p h-,,./V;,'• er\ 0mr- I - 20 $oTToM ELEV. �1 8.0' M 5r 2 i TYPICAL LAKE OUTFALL SECTION I1 PIPE da. TYPE ..a., »©» _C" _a_ t � r t 77 of � "G~ I •N" co IS.- �4.. ;L 4• -0 H" a~ , � le CC$W. I * 4 m 12_'C.C.E.W. I 6'-4 S'-4_ (Pu 4 @ 5" CC -EW. 30"- 36" Mr 5* - 0" {Q a" e" *3 @ 12" CC.E-W. w 3 aO 12" Cr E W , j T'- 4- `rY 1 6!- 4 - (0 sr 5 (LD 8" CC -EW. 42"- 48" I3t 6' - O" e" ►0' +r 3. @ 12-CC-E.W. 40 5 6" CC.EW. 8'- 4" 0 .�J7'- 4T � �► 3 Ili) 6" C-C-ES1t i4' Y >)' - o to " 10" 2-W.WK v/4 12" Cc. TWI. tR 3 �► s" C c.Ew. 10'= e" ((T�. 9 - 8" � • � 5 � 6" GC E w. N z 00 2nd LiFT BACKFILL PLACED AND COMPACTED TO 98% MAX. DENSTIY IN TRArrIC AREA, 95% MAY, DENSITY 114 NON TRArrIC AREA, 6' MAX. SIZE ist LIrT BACKFILL PLACED AND COMPACTED TO 98 7 MAXIMUM DENSITY BEDDING MATERIAL PIPE O.D. FLUS _ 12- MIN. SHEETED 8" MIN. UNSHEETED OR 24" MAXiMUM TRENCH EXCAVATION NOTES: 1, rirc BENDING When the pipe is laid in the prepared trench, true to line anti grade, the pipe barrel shall receive continuous uniform support. Where necessary, coarse sand, pea rock or 3/4 -inch limestone gravel shall be used to provide uniform bedding. 2. BACKFILL MATERIAL Backfill material shill be non -cohesive And non -plastic soil that is free of All debris, lumps, clods, wood, broken paving or Any organic or unsuitable material. Backfill material placed within one (1.0) foot of the pipe shall contain no rocks or stones larger than two (2) inches in diameter. No rocks or stones larger than six (6) inches in diameter will be permitted in the remaining backfill unless otherwise specified. 3. BACKFILL COMPACTION Trench backfill shall be compacted to not less than 98 percent of the maximum dry density determined by AAS11T0 T-190. Where the bAckfill lies within the roadway embankment or subgrade, it shall be compacetd to densities specified for these areas. 4. DENSITY TESTING Field density tests shall be performed in each hAckfill lift And at A frequency of not less than one test per 40 cubic yards of bAckfill placed. 5. Where required, sheeting and shoring shall be in accordance with city regulations. 6. Muck or other suitable materiAl be completely removed. TYPICAL TRENCH EXCAVATION i v ® All roots, 1. The computed subgrade shalt Conlon to the lines, grades, and cross-sections shows on the plans. , 1. AiI dimensions shown on these drawings are scaled distances. The stumps, or objectionable material present on, under, or protruding through the surface shall•be cotQletely contractor shall confirm all measurements in the field and notify the removed from the sub rade. The finished surface of the suD rade shall be ser r t_ 1 t meet_ r k 9 ! l99=1lel4_Q_14_ Engineer in writing of any discrepancy prior to performing the work. kilt to verify that the subgrade has been constructed to the proper lines, cross-sections, and elevations (7' �t All quantities shall be paid on the basis of field measurements of below finished pavement grades) within in allowable tolerance of i/2' of the proposed subgrade elevations. completed work. 2. Reinforced concrete pipe (R.C.P.) sha11 be in accordance with 2. The finished subg►adt shall have a_•_prKior tsps performed on the proposed subgrade material to determine the A.S.T.M. C76-78, Class III. Corrugated Aluminum Pipe (C.A.P.) shall optimum moisture content and maximum density of the material. In31lce_Qe^_li�Y ttfjt shall be performed ata f •.• 5i:t be in accordance with AASHTO M-96. frequency of at least one test for every 7,000 sq. (t. of proposed pavement area to determine compliance with the t design specifications of 981 of max. density per AASHTO T-180 testing methods. 3. Proposed grades shown in paved areas refer to finish pavement grades. 4. A11 signing and pavement markings shall conform to the "Manual on SASE Uniform Traffic Control Devices", t -' 1. Unfrock Composition- Following tests required on Limerock materials _ r 5. AI I lots, roadways and borrow areas shall be stripped of all a. �htgictl_fp�4titlon_tfpi to determine that material has a minimum 1 carbonates of 601. deleterious (unsuitable) materials and • materials shal I be disposed b. L t rock !a in R o_tes to determine that material can achieve, in LOR of 100. within the site. Li!l ____S__[__9__iil_ _ c. Sieve__dndlylil to insure that at least 971 (by weight) of the material shall pass a 3-1/2' sievt end rattrial t s 6. Clearing and grubbing shall include the removal and disposal of all shall be graded uniformly down to dust. The fine material shall consist entirely of dust of fracture. All - trees, stumps, roots and other such protruding objects, and crushing or breaking -up which might be necessary in order to meet such size requirements shall be done before buildings, structures, appurtenances, existing pavement, and other the material is placed on the rad. (A facilities necessary to prepare the area for the proposed p construction, and the removal and disposal of all product and debris 2. The compacted bast shall conform to the sines, grader, and cross-section shown on the plans. The finish base t7i which are not required to be salvaged or not required to complete the surface shall be etringlineQ Qr_ checkeQ_ �iih �_tegpi11t to verify conformance with the plan grades within in construction. allowable tolerance of 1/4' of the proposed bast elevations. - 7. Earthwork shall be constructed true to lines, grades and cross ':•;.!, ` sections shown in the plans or ordered by the engineer, within the 3. A Qroctor__telt shall be performed on the proposed liserock material to determine the maximum density of the Ks tolerances specified herein. Filling of site shall be constructed of material. ln_Q1lce__dcnsijr__teg46 shall he taken at a frequency of at least one test for curry 1,000 sq. It. of material containing no muck, stumps, roots, brush, vegetable matter, proposed pavement to determine compliance with the design specifications of 981 of max. density per AASH10 T-180 "- rubbish or other material that will not compact into a suitable and testing methods. enduring foundation. Materials designated as undesirable shall be „ removed and wasted. Utilization of material in fill construction ASPHALTIC CONCRETE SURFACE COURSk shall be in accordance with plan details or as directed by the ___________________ engineer. The maximum sizes of rock which will be permitted in the CC) completed embankment are as follows: 1. Tack Coat d' a. Prior to installation of the surface course, the surface of the finished base shall be broomed to remove all IN TOP 12 INCHES...............3 1/2 INCHES N = BELOW 12 INCHES . ...............6 INCHES loose material which right tnttrlert with the adhesion of the bas! and surface course. b. A tack coat shall be applied to the top of the clean base surface at a rate of 0.10 gallons/sq. ft. in the 0 S. The materials shall be compacted at a moisture content such that the Presence of the Engineer's representative. Z specified density can be attained. If necessary to attain the Zt 2 specified density water steal) he added to the material, or allowing 2. Asphaltic concrete shall conform to Florida D.O.T. requirements for Type 6-3 �ertlfjcclt(ong_Ql_lhs_g}Qheii_rix it to dry, as is appropriate. Earthwa.rk shall be placed in lifts of shall be submitted by the Asphalt plant to the Engineer for approval prior to construction. 1' to 1.5' each, compacted to within 95% of the soils modified ;t proctor voices (aashto t -180), gape backfill shall be placed in lifts 3. The ttm eraturt of the asphalt shall be at toast 230 d! rtes F. during the laying operation. <. of 1' to 1.5' each, compacted to within 98% of the soils modified P P 9 0 y 9 proctor value (aashto t -180) and all checked by a certified testing laboratory for proper compaction. All test results to be sent to the 4. The thickness of the finished eurfact course shall be checked at various Intervals to insure the constructed � } engineer. Surface course is within 1/8' of the design thickness (No negative tolerance will be acceptable). 9• A11 grading of streets, including the removal of all materials and S. Tht finished surface of the asphalt shall be checked with a straight edge to insure that the line, grader and r the finishing of all shoulders, sub -grade preparation. Swales and cross-section oft'the finished pavement section is in consonance with the design plans. The finished surface backslopes, in accordance with the typical sections shown hereon shall be included in the bid price for paving. shall be of uniformtexture and compaction. The surface shall have no pulled, torn, or loosened portions and CL shall be free of segregation, sand, streaks, sand spots, or rlpplls. All areas of the surface which dots not If 10• Any existing roadway and/or utility that is damaged by the Contractor left the foregoing requirements shall be corrected to the Englneer's satisfaction. u f. shall be corrected at the Contractor's expense to the satisfaction of m' the Engineer. m i ? i 11. Any muck pocket is to be removed completely from the centerline to ,NOTES: 10' beyond the pavement on each side. 12. Any gumbo encountered to be removed within the roadway 1.0' below - Not ify all existing utilities with facilities in the area 4$ subgrade to outside edge of shoulders. hours prior to construction: h - Southern Bell Telephone (800)432-4770 (� 13. The sequence of construction shall be such that all underground J installations of every kind that will be beneath the pavement Florida Power & Light (407)631-2000 currently to be constructed shall be installed prior to else City of Sebastian (407)589-5490 compaction of subgrade. General Dev. Util. (407)723-2877 14. Contractor shall submit shop drawings in all pipe, pipe bands, - Unless otherwise noted, all paving centerline grades are to LW drainage structures, grates, frames and covers. match existing slopes. Q . #" d 15. It shall be the Contractor's responsibility to determine the location The Contractor shall supply As -Built information from a Florida ry it Q: of existing utilities whether shown or not shown on these drawings Registered Surveyor for the following: and shall verify all elevations before starting construction. 1v' Where connections to an existing drainage system are Drainage - Pavement elevations at elevation points O, I6, g g y proposed, said Q shown on plan --� existing drainage structures and lines shall be purged of all silt Z_ and debris prior to said connection, and where existing drainage R/W cross-sections at 200 ft. centers system includes ditches, said ditches shall be cleared and reworked, Storm inlet top and invert elevations as necessary, to restore them to their approved design section. Storm sewer inverts [] Computed storm sewer slopes ro SODDING The above information shall be provided to the Engineer by wry C (/�~ a Registered Surveyor at the Contractor's expense. The Z Q _t Work, consists of the establishing of a stand of grass within the areas called for by the furnishing and placing of grass sod and drainage As -Built information is due prior to paving. The { IC wateringf, and maintaining sodded areas such as to assure finished paving grades are due within 10 days after Q W a healthy stand of grass. completion of the paving. 2. The area over which the sod is to be placed shall be scarified or - The Contractor shall use appropriate measures to prevent loosened to suitable depth. The sod shall be placed on the prepared erosion and transport of sediment to surface drains. The surface with edges in close contact and shall he firmly and smoothly Contractor shall use hay bales, silt barriers or other Z ` embedded b, light tamping with appropriate tools. On areas where they sod may slide due to height and slope, the Engineer may direct that appropriate measures to mitigate adverse impacts to existing �; S the sod be surface water quality. Turbidity barriers must remain in place 'Q pegged with pegs driven through the sod blocks into firm earth at suitable intervals. until construction is completed; soils are stabilized,, and vegetation has been established. Sod all areas disturbed by construction. All proposed elevations refer to National Geodetic Vertical Datum. Benchmark Location: Project Benchmark U.S.C. & G.S.p monument No. Z-199. Elevation 21.33 M.S.L. located on the ~ �'' North side of Roseland Road, approximately 170' +/- West of > .) State Road 512 (Fellsmere Road). Confligts between water and storm sewer are to be resolved by a UJ adjusting water lines as necessary upon approval by owner'sN M _, Engineer. w 0 in ((o' CM 2p'VL1'FZ1E5 eieE PLAN 20, C � C; � Sol+v sow - - - - 5oily sow 1 _ O WATUPAL 1 I AJQ7� UtvtO Q. '� N GROUN WATE 12 6U2FAG Qv �i \\l� i/ s _ IL_ 1✓LEV. 18.0 MSL. _�I a / 4 RCP ortCMPM�p h-,,./V;,'• er\ 0mr- I - 20 $oTToM ELEV. �1 8.0' M 5r 2 i TYPICAL LAKE OUTFALL SECTION If n R/W • - it - - t - Sa FRVO'.PD _ - - ,r exsna _ t7 FROPCIED PAVEMENT PAVE MEWT FAVEIENT EIAYM OROtRO • T. 3/4• TVrE S - : AfNALTIC CONCIIETE SWAM COMM r L�]IOCR :ASE. Lot ,aa as MAIC DDr3T'P OR 7 ,/!• latAoot :AsL on ovam 09d9TV AA.sr'o T - 1:0 r CAW= SM - :ASL IA LER 44 COIPACRiD To M MAIL tDiSTY AASM T - ,:0 CUL - DE - SAC SECTION EXiS'nNG PROPOSED ,• TYPE tFt ASPNALT PAVOWT OMDUY ON EWSTIN • PRtPOSM ROAD Ir R/W NOW E70STW3 . / OR41ND i / 1 \ O �- . O � r!O .64 L.F. 24 R.C.P. 1` \ � J R/W SAWCUT EDGE OF EXISTING PAVEMENT ' \ & MATCH EXISTING GROUND W/ PROPOSED ROADWAY 10 R/W -- LOT LOT 36 N LOT 37 STOP SIGN 19 SODS \ STOP BAR AREA STOP SIGN 27. + DO •. . ................... 18" Y :CLOW . ' . ' . ' . ' • • • • • • • • . SOLID \ EXIST. CONC. DRIVE \ ALLEY R/W a RaK R/W R/W R, 'W W RO.K 10 EAIDWIT 4' 4• ,r pkcpo D ,r EbS1N0 t4' t FA%E WW f FAvnon ' MATT), OSIM ORpJND =us / VARIES it WIN • TYPE ! I ASPHALT PAVE]W 3/4 • TYPE 1- • AVKALT,C OVERLAY ON EX21M a FROPOlFD ROAD COMCR'Tf SMACE cour E r t:ERooc :ASE. 0: trm 9M YAX oE>rsTY: an r ,/z• s,ELu,oac t3Ali. $a o[R7flY DOMTV AASH t - t:0 Ir STABUM SM - :AV. WK L:' sat COMPACTED TO tet MAX DOOM AA%m t - t:0 z 60' & 80' R/W PAVEMENT SECTION s W FASMG D' PROPOSED OUTFALL STRUCTURE NOQ,H R'A 040 Q0 �i I PROPOSED PAVEMENT SUBMITTED 8/): ` C HN F � RED ENGINEER CERTIFICATE NO. 28478 STATE OF FLORIDA.,. H01� " ' 2`1993 DATE: 1, x W W LAKE' l � y�0P5 1 � CL LLJ Q z 0 F - EXISTING J C Ig.. MP LAKE Q m EQINLEI 0'1 EXISTING P ACRES LAKE •� RCP ARE A 0.2 1.5 ACRE 5� I77- s'o T C V? � 4AC }� ST EE? f C7) ... � (1 0 N C U STORMWATER MANAGEMENT SYSTEM Qni ac v t` ._ Emo w NO SCALE 0 ►...� F 4 SUBMITTED 8/): ` C HN F � RED ENGINEER CERTIFICATE NO. 28478 STATE OF FLORIDA.,. H01� " ' 2`1993 DATE: 1, x W W � o CL LLJ Q z 0 F - m } U V) Q m O m z p p V? � w0 C7) (1 0 N C U ooc I Qni ac v t` ._ Emo w Wwdu° 0 ►...� F 4 _ N a) ate" 7 c� � N < c r- 00 1t r x W W � o Q O . LLJ Q z 0 F - m OLL, U V) Q z p p V? � w0 C7) (1 0 N ( rL K) c:d ooc I Qni ac v t` ._ Emo w Wwdu° 0 ►...� F 4 _ N a) ate" 7 c� � N < c r- 00 r