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HomeMy WebLinkAboutSand Dollars Villas 303052001 375' �Wl 61 a M ' 7-a0er i50 LEI I- o� 0 � m N / m � 200' RT R ri F n N 288 90 w 5.75' 287 + + 2 00' N O V y N S R. A- /•A In N)N + t` o' T Limits of Prolecf STA. 268 f 10 04 E%y R/W o{A - i -A zee C Pave o W 4T Ql a Y coo m o w 3 L) w t- a w I Z C W o 5.75' X---__'- M , ISO' Storage (A41�- N STA 287+/5.7/ I S. R. A -/A STA. 0*00 NORTH ACCESS RD n� z U Q 2,3' Ex, ,.f Pavf /00' T 22.527.5' I, 7,5 , 12' //5' �s, 75' 575' 2117Me 3 S/u�ry eat 2„Types/A�sc. /21L1r7neroek Base Course Cornoac, al To (76 Max. Derisl'/y @OPl /VOisfure; AASI-/TO T.--/Bo .subbase shall be comloacfed fo 4Y. Max. Dens. @OPf . No/sf - AASHT'O T-/BO, SECT/ON A - A D h Ni Lrii I tJ 282 28 R� 280 p" + V d > i, U1�� � y 200' 7a e,- /50' Sfora •e ti o^ h N STA.278t03.8/ s.R.A-/-A m q d �. F m 0 0 0 w 41 e0 ST. LUCIE COUNTY ENGINEERING DEPARTMENT QQ 1 This document has been reviewed by the County r `O Engineering Department and: ❑ Is Approved ❑ Is Approved As Noted ❑ Is Not Approved ❑ Shall be Revised And Resubmitted to (D Subject to the provisions of applicable County O Standards; should actual site conditicns differ from 0) those represented herein, any approvals hereon are null and void and construction of improvements N covered by such approval shall cease until plans (n ti have been reapproved by the County Engineer. • _ Approval does not relieve the designing Engineer of , 1 O in responsibility for correlation of all details, dimensions, v O and conditions; nor does it relieve the constructor M W from conforming to applicable County requirements > unless so noted by County Engineer /'� NO TC S —l0 E By COUNTY ENGINEER I A Q /. Slalions referenced to Sfafe of Florida Road De p'l Section N� 9405 lo7 vQ, 0 0 Z J Q w z. Conslrucf !2"L imerock base, o�oub/e - course prirr�edwi>'{i 2 "Type S -/ aspT o ' V J ¢ic concrete base on trove/Tone ono/2117yPe.5 on Deee%ration Lane. Q w 3. ex/' 9 surfaces shOl/receive a S/vrrySea/ 710 cove,-- ex/sfny �npr/�r�ys Z � to 7 s 4. Exisli1-7y slope to be maintained fhrouyhoul neW conslrucl/on 5. All consfruchon /n R/W to Con{crrn w1sfan4/aro/ D. O. T. sPec's. /977. Q o vo A/l safefy,orecaufTons fobe executedlhrouyhoufnew con,5 `ruction. Q w m 7 Conlroclor to notify D. o. 7-(./ one ) week prior• fo consfr'ucfiin or2 Stale R/w. � w >- 8. Pain�iny ana/sfripiny fo be done by Acrrniifee. Q z 3 L 9. Ufi/ities must be nofifed 4B hoursprior to cons�rucfioZn. � w /O. ProJecl is locvfeo/ 3.6 miles norf%i of Marfln CO. - ST L vole Co, Tire¢. a Q z It H 0 J W z O R AD ALTERATION - STATE ROAD A- / -A U Z 00 CO GO +3 qc S•ANL7 O ' SA N D 5 HELL _5 m - /o -20 BOrar N� Qj Y Q J L 4-3 SAN�t W1/ TR.ACC-'S Cx be ai , G SAND 9A1Q D __ (r O I O QnIC Ti`Q.CQ C7f' Ur-9Qn,C -�3 S,41JD Wl! T�CES S.4 ND V�J �Y�I.AGIr`S M F�-1al Ma'1- J C) p anlG p' Or O - Orc�anlc lulAT, Jr 0.✓�ic MAr'. Ma-�¢ria) ivla riczl o ��an,'c� 2 TµK, g ,ry —54Np Si4CCL SAN' > S%4ttD E� SAND SHELL - 5 sµE�L - 5 :san�o 4 SHw-LL, - — SiSPELL �5 � , Y ,� C%r9a,ri',c MaL�4-�r�cti kJ/rocrf-s C A N �r -' Tram EI�V, t 3.0 �-o - �. Q C G l�; tI.IG �...._. --�" i , � x! STD N G� Medi urn olen 5e, clean sand � Shell r©m El¢v—(o,o'+o ° 5 C-a 1'- 5 „� .- v \B l -fj" Gv U� G "' d here � ' lo Rao . j�.�- { INJO1if r ' i 1 G l9 tic �" � � . � 1 Rya - t � Iex move t : to 1.= � 4 ! i E 9e ° 1. �� 9 , U ! p. t 4 xl ; 1 t Ut✓IPOO � 14601 t m p P g �` • , ,�,.:: 1 : ',..;� , `� `-"�" �. f_✓. , :-= v i ... t -- ",i `1 _ _7, 5 - '--, t4tT - + 8.a 5 r -� e F_ 1 15 , ;: t � t�N� � - � �p �,..- �, t �-F:::-.-.., .x •-_ 1 ` \ �. F � \ ! �qr' ro a Z� /` r � j t F y q PD 3 - oL 5 t � E , oibee f , G ?� • - { j a ; I 4 cc0l"i 415 r h - yP i 1+3.5 34' _. T p y r Q m a. �' 1 J. W z 0 j w Er I1 p ' �Y K,3 1 w Q Q T� P > �� �nC. M' l� t PrAN c rA 1 67 1 LiI�p t1N1 <'p p f �M _ `-1..-< Q �. '{. t - ^ ,,..e.' f �7 Y .,,,..»'"'�� �..r-.,.. �•-^""ems �„e in ^ V� 601, \ _ 1 i I, 140 If i /I qN „ co !(f. y✓ � 1 , , i Y^- � o w � O , � !�< M ,�' i, iffif, mif' k % d; t N 7-1 c A r �,A '_ /0 C E A N k QEMpiN �2 A v l�j 1�)4-r-v2Acr S r, Mon9rove PLA l� � Are 4 �--� El to � '�f Elf o.�s /it 50' L C U?SE MAX. L U.S. FOUNDRY B' BRICKS TO Br ��"i/2RTAR DRAWING N0.32 USED AS RISERSTO ADJUST GRADE J01NT- OF CASTING �~ r --� 25 OPENe\4 ` ING i I 4-0 DIA- 8WALL e."WALL MASTIC PACKING WELDED WIRE FABRIC i� 3, 4-#4x22TYP. �I (MIN STEEL AREA OF .I'� AT HOLES �- 0.2 SG.IN, PER F T 1 E ACH WAY) OR -# 4 nc HOLE TO E ") \ 12oc. EACH WAY. .Q. BE ROUGH Jj „ - d`, imin� /^\ LIFT HOOKS-4 REO'D. fOR PRECAST 74�I ' ,. e i - A� 4 j MANHOLES PEA -_ROCK SAND- 6'- 4' DIA. �4 a 12' o. r- EACH WAY REINFORCED CONCRETE MANHOLE MAY BE PRECAST AT CONTRACTORS OPTION I SECTION •SC.4LLE: Hop- / " ,50' V E'f /• d "= / 0 r NOTE: USE 5 ft. DIA. MANHOLE WITH TYPE --' FRAME AND GRATE WHEN PIPE SIZE IS Pav4 f. Pv4 GREATER THAN 30 INCH DIA. at9 loaV E/3 6 EI.+10. oo I B"stab,/, ed5'ub rode, - = Co7300cfeo3to 7,9o Max. Qensify OPT Mo/sfur( AASHTe 7---A80. I✓o�s � /. Cor�Sfruc //on sho// be /n ctccorz ance wihf Luc/e C'ourwfy 2iOso/cation Mo. 78-49 2 ,Z-�/elersous nn�eriiql 542011 be�/ed lr/-�n 7CZ/,_vn6ier ,5, Fi•l/ shc/// be Arco o7 a // c%/¢ f -¢rious �%5 mo ri / W �/ct ced ir7 / �' /a ¢rs ar>o' eQm/oacted pf i77ax, densit/ a/�oPf moisture AAS/- To T-/8o, Q O 4, Svbclrar%,J sfee���izQ4,� sand?u, .hall be e©��acfed fo 9S�a V ri 2x/mU� CftGi7S/1v 0-/ o'p7�'rn,-?') A A Sh' 5, /rr rc�cK Oas¢ 5b;01/ 00 119 aCc orq'crnC¢ wl/ h [� ,5eclorn 200 Fla, D, O, %; spp�c/fca ipr�s /977 Bas¢ shall be corn�ac ¢d 'to 96 ¢ns/ty a� oft, rno/sfur¢ AAS470 7-/8c, r Tye Cas�hcr/f/' ccncrrrf¢ wear/nc� .�vr ce shall b¢ in actcNgcrr7ce w/fh Sec D, O, T Sloc�cif ca /ores/ /977. c) 7. 1�ra/n a9 e cu/v¢r fs shall cor>�orm fo ,�2c. 94S � 11/a, D D, T, Siorzc,s for h¢lida/ alum/nunr /977 Edition ,Drg�na9e bc�s/ns shy/l /ae re'crisf '""I �Q Cor�cre-�4z� m/n/mum �" /Na//fh/c%rle�s 5iini/ar �- 7co F/ Lauderczolio T��Q "C " irriifh �rey calf iron lrrarre anti qrra`7`e, B, P, I/, C, mall /,nce2 A 57-M s ec, �Sha// b e J-MP2ii1 77-/e oreq ua/, P/pe shall be beo'ded lr7 sa/7a/ I.rrh M/r7//17um af" f/jr<r¢ cc ver oad Shall be /aid a f fh¢ slope S own, z q, Sewer Man holds shall cco1orrn fo A STA/l ,5 a � C- 479 6 /n, Wall thi`CknOSs, Walls N h Co a fed /Osl de wl fA fwe co a4s a>o <e pPE/2S w ; /0, s170//6e P17C co/77'orMl7' ,4A VWA ��c. C- 900, �(al�es hall be fti¢ •hdgrd anufaciur¢ of /yJve/�er Claw or12 6!3 /v e J cil'ovr�e� �hd e�vG r�i %' /ram cl60 V e 9 rn unc I / , U.S. FOUNDRY AND MFG. CORP. DRAWING 2 COUR;E MAX. NO, 4155 OR APPROVED EQUAL -� e"BRICK TO BE y�GROUT USED AS RISERS " I TO ADJUST GRADE OF CASTING 1/2"MORTAR PAD FOR PRECAST SLAB y . e.i/I 4 -O DIA b I 6,WA� i1 ri 8'WALL ' i --�MASTIC � �'',�.. 3„ 4 4z22TYP I� PACKING ll #AT HOLES P4C t M�, WELDED WIRE FABRIC -HOLE TO A I FI (MIN STEEL AREA OF i b vI i ��E ROUGH"e 0.2 SO IN PER FT EACH \ 1 Si WAY) ORsf4n � ,, I � I7I� 12''o c EACH W'AY w p,,..imon, o w e o m I �c LIFT HOOKS- 4 REVD, FOR PRECAST— i17) N MANHOLES PEA -ROCK SAN N 6'-4 DIA. 4(a) 12o.c. O O EACH WAY W BLOCK OUT FOR > 15 OPEN BOTTOM STANDARD CONCRETE CATCH BASIN o 0 MAY BE PRECAST AT CONTRACTORS OPTION l"° Q w J _ Nor-,L.- The 11o/lowin9dio177¢7er a N/anhOle /0 be usedtor the w fo/%wine SlZe pipe. 04 86 " fo 42 ;oilpe = 5'Diq. Manhole z 48" fo 54"Pipe = 6' Dia. Manho% O z /UOfe. Parkin9 area shall he GG' wio'¢,117 A d 2' r o 'cction on m both sio'es beyond wheel fogs, Asph4/t w A shall be G2' Iw Z Wheel Stop t 6 2 L -.-I z' L /I/ Type E7 A.G SG C) a o S/�r e Min. z Lj O ,� 4"Limerock Base Courses Lj Compacted to 98% LL Max. Density@ OPT. Moisture; AA.Sh'TO T-leO 00 rYPICAL SECTION ro /' o ,. Go T YPE -Y S�ope AGSc. ,SFr_TIDN EA 5EMEN T L lME MAX errs%*� ;SfiTO T_/80 tee" sa6�lczE'd Subgract� ,--s ,- 75)S6 7eror°' k ;� c G07r7 u /VAX Derzscty 3y Stabr ,vzed SUDGr, FSB7- 15 r i 20 rvaE A c s c SECTMNf=C .i/T`S STORM DP -A I JAGE `aCHEDULE EA 5EMEN T L lME MAX errs%*� ;SfiTO T_/80 tee" sa6�lczE'd Subgract� ,--s ,- 75)S6 7eror°' k ;� c G07r7 u /VAX Derzscty 3y Stabr ,vzed SUDGr, FSB7- 15 r i 20 rvaE A c s c SECTMNf=C .i/T`S STORM DP -A I JAGE `aCHEDULE INNER STR' C U L-N67H fy1ZEi�� F OM TO Uppgieli Ow' ce./ Mw-;? /5' N-/ MH 2 /05' /5.57 0 3.00 S oo I - iCB-cg�3o 5 � 5.35 t' 2 %O I Z Sa E Z 6o j j 2.3o i Ct3 B avr F /20 /5" 5, 25 CB-IW our 65" A5 5i0— 770 1250, L c a: � o z � W z � � O J CY W Q > F> 0 O� 0 oC; LC 0 co Til zt m; > N Y g tlTo :T °o Zt LL W Q i e i zle a t,, c a � W F I I a SECTiOQS ANjo SCHEDULE As s.�+