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Tiffany By The Sea (2)
By TITE SEA If F . le, .A.. ATLANTIC. B ACH9 .. FLORIDA BY: CO , INC. SfT + i L. ------------ INDr X TO . DRAWI �.I I7 y Isiai�,d•, - JslnnG`. .l38 "' M 1Y:alrr .' i j. I N R I 1 TION S SHEET N 0. DEC S ITzs _ ' yt1r ( � ,r ' , HORIZONTAL C OW„tN T RO L 0 of 67 - .►.yi< r.-S w �'j anhatLan'1'.edCh V . , _ , 2 DRAINAGE AREA MAP & p _ PLAN " __ , , • ��, Y I I PAVING DRAINAGE AN s Mayi i P•. ate_ - h K A I G - arc. Nr & DRAINAGE DETAILS 3 PAVING C H A E L 0 4 U T I LI TY P LAN N1 T U L * :Oak 11 5 UTILITIY DETAILS ► ,. ; : I - °11 �,� `� r r ' • s k,oind sciatefi PROFILES `L',�k`Y- 'wage SUITE 200 2051 ART MUSEUM DRIVEal - .I-AC` n—► �\_�p;,p, I lr�•n:illr�_-BIP..-,:„_ ..1 JACKSONVILLE9 FLORIDA 32207 (904) 396 - 5580 3 yn 111 VICINITY � JOB 8929 MAP DATA JAN * 1990 Cl 14 - � v Z! RAD. PT 23+73.01 T'30' EL. 10.1■ J 10 _ 1# b. 6. 1Q. IHT. STA 30+00 :�;::; :; - ��;:: •• •. I: � VPI STA 30+a5 ':;; :;:= •�••.:: , EL 9.80 STA 23+27.76 ,: r - : . • . • I 1 EL. 10.23.: : : . .: 1 _ _ o • 1 16•. to O : v a AREA 110 12 - 14 z4 . �o: 1? 1G 15 : 22 _ 1 . 25 acres . ' = . EA M R° RAMI CURB + R : O = - _ : 4x fZ B CXGEPT Aei NOT O ,`J ' : +• : � - � : : � •• - � "-. : : �.. 2Xb1t�8" SCAB x8 TOP WHALER q 4 : - 2x6 DECKING Z F •` • O.C.0:30 0.537. � � ... . - �0-p'F STA 2�•+�2.4� , 2x8 .j C► JOIST' 2' 31 39.72 . �-y 10� r . . • El.: _ q.84 q.65= ' '• TOP ELEV. Opt = 4.�a .• . '.- . °' . . : . •. 1d.5G r�2 64W bxT S o 3°� - - . : •.}} (tee- IN�t "fi• Z' : t E Ev 10.of GSA •:� zz - �, ZZ I i 2 ' -- : ..... . z%G 1ri8• St.w�t�6a•r�( srtrES) � }1 f - � ." 9:20 • • 2--2x03 WHALER Zz- WMIr 4 PEAM Com/ P!� - r •-z- ---: L S E Tac."rtes s mr) ~♦ ` 9»�O. • ... ...... - • 4XIZ BEAiat RAA. PT. STA.� _ 20 . .. - Vi'! STA 2f 83 4.C. r o. - FASTEN W/ ZO • �t 31+39.72 LT. fin" : - �. -tom - MANHOLE #3A HOT DIPPED NAILS t EL. 9.8 r : 1 ` Y: Q 4xS BOTS � _I `� _ � 9. p 2x8x8' CBIBBINGS • . ......... _ _ 1 MV. 6f37t1r7 3� WHALER . __ Q1\.t4 sal Pf oR 7" �, Y zp� : - 4.80CSa O _ . .... : �.. . FILTER CLOTH G I #1 - v _ - �_`� 112 LF 15"' RG?i _ Cl #3 :....... -} "_;:�,.. _ ___. .. �; �� �/ i�� � 1/2' GAL`=�, f3 . .T _ O.�'2! - GRATA = 9.4 ti y �� ` �` �/ /� ,� S _ INV. 4 9 .60_ TIP x 12' PfLE mom A " `~ = = .. - . . l • f . • _ DETEN ION VAULT . MtS AND cklBB2gG TG i L i .i. 0.60 ".A *E' INLET b BUitt r r • - N ALL OTHER LUMBE TO BE P.T. ©.25 GGA E+►StJLt�nEAD $ ..'' $GALE , 1 = 2.5' �t GRATE * 9.00 - -� INV 43 d ... . :WER = 8.0503': ti(,5' I1'fV. 4., lip :` Z,� - - - _ • ' _ _ . _._-. _ f, cv - .5 • --- . �`CY 6 30- esu+-: • - :, ♦�� _.. vi - Z 20 LR 1� RGf . �__ BOT. 4 °� 03».Soy •�- ; .;,y4 _ Q �° 3 . „� v 32 F 24 RCP •-' - • . - - - s o.3u . D�TEN Ott VAt. LT. 10 _ _ Lj 4 TOP-10.5 h.W =8j9 W-8.o + _ 2 Q Q �. LAW. 4.70 TOM .7 _ _ . ._ _ 2 :115- 14 1p I • r • • i • • • • ♦ • - • • a . A R A E AREA 3 - : - a ..�. .. MES 61110TEZ • Q w y INV = G.70 :K _ - `�. 4d acre w- Q. .�2 acres "w + r. C. s 5 ZG 24 Qf 12 ^ e T � - •. : � tai G HL ET #5 = • : - (L `v YPI STA ld+65 GRATE =`-8-q0 112 LF-. 15' RGP: 2 �-" z CNV G. . 9.30 5 = 0,227. AREA 5 INT. S7A l INV. 5.85CS] p 4.q5(N) 12+61.12 = -- -•- Q. 4Q Dare - r s• 20+45.00 o A EL. 13.00 • - - rp : 5 z s' GONFUGT mmcx E - - 6'"x1B"' HEADER GUR6 ♦ TOP = 9.3 I O = INY- 5.90 3X : : : . • : : . . • • • - - �� s b4rCC �� : 5G LF 18" RCP 2O'• J� D OI?; = - I S 0.1 1.457.3 0.337. ;. : 6 tt.r' s - . - , •_ : ............. 10 LF 15•' ROP s = 0a.50 �� ' •:::....... . j6 meow STA. 9+&I EL.= 10.8; 14 « AREA 4 : ' ' _ �-+ GURe INLi'T4 !k 0 303. S STa 10'+00 . 95 a G r e s � '' IL E EL. 10:24 INV. 5.95 . AL o TRAG�T A J " . 0 EL. 9.80 .2070 ei .,. • _ .; ; A. 1�r 14 12t ON - I: ` : .......................:..... . '::. . ........... -. . DAjFL M� 407 _ SHEET NUM9ER . ..... .i`..... .... -- -- . ` JOL ........... .. ................ LL ........ ..... .......................... 8929 W 10 0 x 1 / all Z . >, " Z O M �� w U pr 3 Q',c.) w Iovv ' t , 1 • ,.G1..Y1W. '^Id * ,aij- , ...rm moi. ,•a- ...i.. V Lu r» " , I THE C, "INC, AND 'PROTL�C�I�NG B7CIS' - J�•s' NTILTT - :rlaN s COMPLETE. SIR �`" r SECTION B - 8 'f SECTION D - D { DDNTR ", pp i RY"` t , GES ,MADE TO EXISTINC `EACL7: . i AND �fi�t� � � A � B /�' /.5 " ._ ,� �' , ] � sx;`f :ar' as • !S' /0 ti _ .. 52 E. ;ALi I3t t GR � ,tWST.r�E ALL-ED PRIOR TO PREPARATION OF --- . 1 _ 'r -'14 I AJ L AXCA:VA-1`l10"S iAX,X. '':9CME TN ..A RMill Af AR TO *MINIMIZE WATER TURBIDITY._AN9, � A ! � '�lSPsj44T/C G`OK/C. j �QLLUTI ti x E ft0 SHl►LL 'BE��ESPONBZBLE FOR TkIE FREVEHTI'QC1 ��'' `A � i 69b ryl 15-3 /,S00 L: ! �� CdNf'I�C��. .A3�TD _ABATEt t�` ROSION AND WATER POLLUTION IN 'ACCORDANCE '�TI'�u �: ru o o � � CHAPTER t7-3, ' 'LQEC: * 4DMINI'STRATTVE -CODE. "� .rl r ' ?�•i1•,/G ;,� ' [ i, 'ALL DRATIAGE :'STRUCTC,IRES 541ALL BE 6f?i�IS'ti t TED Td C{3NPt3ttt! R' �' , 2 0 0 I 41 w CAL uou � o I — J u � t ; � •�.� ... �.��TI(D�15�A�iD.-��'��..�� SHf1WlI Dh THE A�AWIAiG3, ..� .. ,. � �..1 /3 40" �40 o � A,111,4,%41 'MER SHA.I EMPLOY A TESTING LAAO.RATORY TO TEST COMPACTION OF PIL Q �C 8 .— ••" EhC1{�ILL, SUEGWE SAND BASE. PAYMENT "POIL UL 'F TS WrLL � `!!$ MtR. (1(1 r E _TEST SHALL ;BE MA-DE IN ACCORDANCE LTi{ +�;SSiiiO i-'l�sU �V�t" EA�1� C iS ' OF' ! I - C�xcEPr .�s T o00 0� FV i 1 �ZJ 0/,! ' I I t i o olvlu o i ! J ]. .AiATERIAI.. IN—PLACE DENSITY TESTS SFIALL BE MADE A� TFiE WpAfi .PRtt�ItESSi�,�• -C�'� t' 'd'✓F,{ 'QC.t` 1 APPROXIMATELY EVERY 300 C.Y. OF FILL AND,iACKFILL SHALL BE TESTED, � PRIME �'oAT� , MSN L,.l 7.5 140°I lam'. �CJ!E�/,S - A.PP$OXIMATELY ,EVERY 8500 S.Y. 9F SUBGR.ADE�AICD BASE SHALL .BE �TE5TL•"i1. :c: ;. : � } x o0 . w • x¢ . 0 0 44 rd S•yrD 7= 1e 0 ` PAVEAI NT SHALL BE Sii --CUT AND REPkIRED' PER :CITY OF JACiCSOeNVILLL STAN�IAD '� ( � i„ i�i�, �� — ,! x... PAVING REPAIR DETAILS. s" 26D I Q C3 Iz Co s;PtJCT�D S�18- s I�A/"v �$ do SDR Z v�Mr. ,. p r z 1 'm.RUSTING CO COTE DRIVEWAYS EWAY5 SMALL EE SA �Ci A EC ii ➢ TIi# 1 '.a6j a 9 WIT '_ _- - 7 26" _ `�I _ _6 CQ�P. 7'_ ¢18 �o ",l 06A151 7Y A A 6 TO T- !� �' � .. �� U"i�ECOidST CBCT �Q fz.ICISTIFIG C4T+DD�'T�Q.� ' B - F - ` a SECTION A A Y. s o f , t4o.-,I. r AFFIL. SkATC _ Tib FA k � tA a. j_u , sams'�:Oaa ae.n+7f.. apsa •-r. r-.awrtiaaa.>, , �Y •� � � __ -� �� ��_ /�" C r� E c� t� _ ._..._ y �P � �� _... 0 itN510NS 1 _3!5 716 If , v w 'y _ _/o, _ 17-416 dE$ lCaiC1AP a 8 c E !' a L a L LJ r U_.tl ��,. l�_.f e 1.• Lt.^11 1., r/ '•'� - w,• •V ,a; .S 7'A,Q 1/( !! �4il.�L��� � .3.'fe ,� !/ ., ��Ar 2+� !V-7 j 2 . 6.. I 4 ,/2, a v2 � I' li- i 2 il - 5 � •. a � \ � "____-___- - . .,.___ __ -__..._,.� ��:•a..r:_x��r..:��ter, 03 2116 9 y Vrz— mac' as•,.a •sxsxssr.n•e..xrvnaR... ' .a wrswn:-r.s.•r..er. . v. exrn -srrsr. •.-rucaoscs .rra.rr.,mv...:r ,c.: •rc"reem.:.uc.:r.vswa4 � b•-&" 5' - 10 4Z rYxc•„• i.sv..'.' .-.:=earrmvrw....r. se:rn.,7a° ',sxaeaeva.c:oc.nr N. • .. n ' I "� 24 _ I ]' p' i g" a" 6.. r Ya.. W �,• a' III`- 3 IIs" � "tC l�' 1�E4 i`�TZ GC1� �._._ .,-__ ••___1__._.__. ..__ ` .._,_.J � to 04 MAAWOLC. 59A uj ad 3•yJ%li: I � � � FR�tME L 0 u' s 3 /d" tiq PER C•Q✓ STD. 1 _ a - t Q L C ,, zya Sill v/&w .� GRoar— TOP OF CURB —-- I 1 - JO TO L ,OF ROAD p• 5 3, N� 7. 3 i GRti r.=- ['il /r20n1 r fxisTiv6 GRA OC E.ri5rINc CURB .�1L� EXPt�3ED A 4 - :.,.c�.eN��s FLAME 3/4 011AwIFER r _ Y c-0666 ra 8a* MOCr4e.. ... ° A �' F !c7 CA144FA� Q 3//d r �; �. . + i !II i I ? e +• _ 945AT • cOMPacrED /N IZ •�• ] 1 _ r 1�LAYERS TO MEET N�TERIAL: SEE PAF. f� X l Y � - ~ey" P SECT.'ON zPO./J _201.5.7 CITY $rD. SPECS. ` OF THC CURRENT- P,c 'CITY STANDARD C7.C Al w`• + a r #` ! ��o �► :I: 4'-�. yap / W;5W �a► •' . b,, r ;I • tills�a7ur o,e 94A4-AoiW �, 53/. - `. X �r € ,,. a� ? JO/ti1TS AS RFc 'a• 3=0" _ � • . u r rNTrr£Tlt F/Lr�R fAaR/c y ► q, I n F� ' 4 TI � - ] W4&a "il 4 2 Q, ] P.S /. C'r}�IC. G CD�I/ �'�7-E ,O+OL) P. S.l PIS i F1Lrf NjTc'R/AL /`TYPAR`OR £OVAL 1 1 $" 4 -�' I i • a !� '+ ~ ' ! c n ° °MEDIA GAPPED OVER FILTER AI£D/A '� �` •.. 4 !'' R L A•v� ,' / aor 4.oa 5 je ;is + ; ` t �'r4aEL * 4 @/Z 6.W. W / !a i Z4" A �t�.fac/r o op :ear+ a. R' 1v/n/rs OVE,e P/PE OP&-I/!✓Q - . s 7. z . „ F •+ °. r , . + u / w�.6- AI/N. PERFORATED PElvF6 ". 4 `NESE RECJ/R /�Z CoCOV�� AJ(PERfORA- _NS oOwN).° - 46 /2" 111 EwOL/l Sr,56LV-2 JZl o p 3a` -/ T THE DO/RE // STHE PERFORAT/Oh5 ShALL 7'01_6RAAJd-E ( 3°$, p , 1• '- A ,BA.l � !o" O.l ,♦rr�� • ` � .UNDISTURBED SOIL MIN. J� T - • r• •I , b. V.e° •.�•• 9' v c uasS'c 'co c 4 ' x `U�► I/ .��{{•�, '' �, //.i /.(v��lhN-/tc�wrrn,►v1/(� r 1�r / �J PIPE USED FOA SUBSOIL DRAINS SN4LL NEST A.A.S-NO. .A 177-TP/ ,'(�•t"l'. ( r���( ,AV SPfS/f/CAT/ONS fgR B/TUAIlhUUS 1/BER P/PE,A.A.S.h'.D. •u/98CLL-AAA PILI-,SSD � / ("g�Q�/,�/� C,-AC17_Y1 Z00ap$F L FOR ASBESTOS CEMENT PIPE, A.A.S.N.O. A/19B fpR AL UN/,%UA/ a•+., p/PE,A,S,TAt. 0444 FOR cONCR£rE PIPE O!• A.ST.A(. DJO3J FOR 4.o 4 PotrvlNrL•cco.alDE PIPE `'�:,��_- 50T_r0r,4- - . • A SHEET S TOR"i 4 S6WER ZI 11066 D941A/ TYPE J-5 AV &11-10L. E 1 IL,6 r ' ' E ' .IA14.6 I MIrERED END S6C r1®A1 A/TS P OJ. LIQ; 7E OF ST LOLMS INC "•µ - - v .. .. , - .µp{' '.KS - ..., qck.- p-4 - l:"ic'. �+� ,..+M k'�'.!'ti.. .q., .. _ .. .. _, A, .. - _ � .._ 'c:.A: •:L "a11; ..s, - ? �npq":4 ry ..n, a: ,. . w+r .,.. ..,.. , - - ....a.ga4•RF!,,,,,. ,... .. - -. ._,.. , _ ' - _ - - .. '�`. t i• y Is iillli�:11 man 26`_8„ PVC y .. - 0.40)7. "!�+ EXIST . WIf T WELL �o TCP = C8 . 75) INr LUENT = 03 . 15) - - . x z co� � INV. -- 3.15 CW? o Go*!►1EGT p,° GAW4WT CC))-IC-. r-SPLAGE a a MALI HOL E (o !&L-Drs. twv. -6 46 t4 C. RIM - q .3* '" h .� INV - 3.35 d O r q t i ° til 1ci E S M`Yz v z G WYE W/ - . .* 0 a O i t , J ' 17CLEAN OUT 1 I 15 - F 5 .t - % t i " st 14 MANHOLE 5 _ G 4 R i M - 8.0t I y INV - 3.92CN,5) `& W{ q. A 4.00 CEJ a� . '¢ _, < ON 413 "CC t r "a a• 0. MAN��OL 4 - z =�, 4 8TA 23+215 Rim lo,3t _' .•, ; Y 226'-8' Pvc INV — 411CW _ -.-.at...merw ., p''• .., .4 .....mesa.-w_v.w ,w.y „pe.,..amerwr .cn..m- •..e.• -n:xyusysnew.m.v ar.<cs.x. .r 5-01 ( r 12 1 -7 j � Weres.c:'.s.c- ti - •_- R+-° wuemx. •.-::.•.•aaWib.A•d:...-if+w'aa. +w." ' -. .. .. ..._. •.._ ••... .— ........ ... .. --. - - - ' j 1 61, PvG W.M. o 20 -_ X y o - '� ` `STA 22+C�7 �I RIM M q 1 .7t , .: INV -- 550 I10 6" P G W.M. �~ __� _ _ __ - _�. .__. �_� ____ __.___ _. _ ----__ ,_� _. _ -. __ __ _____ �_____.______ _ _ _._ __ ____-- -- rv ..___ _ ._---�--- _ ._- x ., G" W { E /w ! , ' �a 1 - G„ GLEAN OUT k. w:� o -,-C-: AL L VALVE o t I 7c7U�i1�E ►tUT `fAtlEra• Q IY�tVA�VE y ►r1 , tCi 3, ; • t C n _ 1 � - . �. s. r. - � 3 {p. • _ '• - .. FIRE HYD Lli � v' �� VI: G" WYE /W Q == I 1-G" TEE ., GLEAN OUT n ,, LLJ a cf STA. 9+q5 RIM 10.3± QnINV 5.0 8 CN.SJ w t " ` 0 '5.18 CE) PVC J.M. �.� c� Y Lu SLV + VALVE �•re_Q�oG „ . .. . _ w_ � . . � _ - s- � ,moo°�a .-- ...�- . . .- .:..� ..:�.., �.-�a� • 40'_8„ PVC 5 = �. TEi P. 8` PLU"S yG. . INV. = 5.24 MANHaLE�• 1 _w - I STA. 2.0+35 • FUTURE EXTENSIONRIM - 13.7± CNIG) INV IN = 6.23 GLEAN OUT TRACT , 1 LIEXIST LIFT 5Tt; -- --� -- — A H D W it T W E L L , . SHEET NUMBER I N V - 0 5 7 0 JOB NUMBER 8 9 2 9 Y _• i ' AFF T V to IW� U Y'O , ti;� iEA —� , , GF ATLAME S� FLLYVTS[V✓ RS ca yr.rr. TOP OF I{ ({� F f.S fa COVER Q "STCM•1 SL Wf R" TO + 8E CaLL(7 FOR ON I IIT 11.1 TY rnNTRACTOF IIIAIA- 111 1" f 1:CII.N(I t:()RI WI Ilinll1 1'a lrlk 0 711 Ill). , !� ORAINAG( STR„CTL,1CS 1 A CITY of AI7ANrir. Ili.Arll rmt, if ':IRP1(I.'. III"AR::II:11 I,'4•. i7af,+ 1 U IIA) T SANITARY ' 1/Z MAX I �--.w IIT I1.1T1'AS\.(17111': N1:17JIIRI:O It1J1Hl. A::'f Ll;il n,;F ,h;:;a, 111 111 111! 1.i:1;.1ILI� ! 1/4 ' _ ' SEWER 'R. ALI. WATER MAINS ;IIALI. IIAVI A rlltllrtl;l nl' 7 r'r1v I,R 1Rna I INI':Nll ,.VAIs, Ir' .� A. 2 .—' 11NrAVr11 ARIA: A.'111 If," Clt";° 10 I'A41 n AVIA' '.r 4•I I' :IA ICJ'. W.i A p ► a !o' M/AJ oF:$If.vl:n 7n F I H I':u}n CRAM A::n .1111.1 III ra,l„1 1 J 1, I."I IIA:1.\11 I';n l r At I r}` . A • - ► NOTE 1 f4LLL a CA CR • I► ) \ { _ 7. A HORIZONTAL SFPARATION Of n rllNIf11H1 ill" IV,VI,1'1 ';11A1.I. Ill, rMINIAINJ.1, S'I"AN0A,QD M. ✓ TEE ` SNA_L G FrwCNvEO Oil GROUND I7 AL L r ! BETWEEN PARALLEL WATER MAINS AYl' 5F.WFR IIA 171.• (I;n!•roll FOPIA NAIN'.). eEA7nNG .SVII FALLS ► �� ' �¢"/17/N-/Z"P/PE tQR6E�P I I i 314" Wu}:R}. wn7r.0 n::n ::rwr.0 rrA1r1; r.an:r; wrTu 1.1 .. In AST" suT -- ----�-- /�� IJI•,:: J:: Irb fit VJ I'I If AI. FlrnlLr yq PREV- T •• • � /B"•MIN-/O-?/f3E � S,V/�ILLE,P �"' r;lr.nanur.l. 111. rvr. IIII. :Nnt.r. ru rn1.n•:In Ir I :'J „I RvcKurG r ` FI:f:( f.1;H1{.RF,11 I1:r IIII P11N1 1F CN(1::::IO1.; IIP ,\ , 1111 •„ Iln;: i,lll 1111 j $rEEL•�cr-w) ��'A>•/J 7 IRn11 SEWER I.1rl IAIt11.1011 Irl I.11111r 111 fa1r.'.Ipl. ;,\, III .,111 1111111" 771 Q2 S/4' I N n ,11.,111' !u•At:l•.,,. - ' Lr11Al,nH HAY ill, nR IIAi 1: 1 R1, Nnrl.n nu•m a"-�1 Z r 1 3a 1/�� •-•r I��'_��yP � r 4. irnlrREn CONCRF.TI: TIIRII;'r iti-or f IN/: I' R}'.r711}R1:1, WIII HI WAI111 IIA 10' till) FnYr 1 I 0 , 1 —3/�'-MIN -THICKNESS A C 1 1 _ . .-IlA1NS ARF. �TERNINA'FED-AND Ai`�A1�L-RY.flur. COVER A C l �.,P/pE �i i', ,C ` r - I{ O ,Ir i) w,:- ------ ` •r ' y --_ L A (zras LBS. s gas L OtI5111TARLE MATERIALS IINnF:R WATER AIM SFwF;a MAFN'• :IIALI. RI. 11Ill 11rn Atli, 11/'f _j 1 Ar•rI.AQ.1i WITH SLLECTrO RA(.RI 11.1 . I'ROI'rkl,Y (•rllll'N.�tt.11 In ')'.;. Ill f1ARRlO;1 = 1/a. II I)EHSITY. (FEF. I:ENrRnI. NOTE fn) 1 �1 � 1 �.ti.�r �� 1/4� , -�' /q NUT M ✓ Cr"VALVE 37 s/a. I r��""•"'"'•� 6- TIIF: CrrNTRACTJIR XIIA1.1. C(1nRI1iNATC THE Wnal' WITII IfI 1',170 Hlrll r':�fll WAY WITH fill � �Ir/RyA 1 I 8p ,r5/pE , f>f'EN/Pr�C/rY) rROI'F.R AreNctrs FnR rinnlTr.nnrcr: nr' TRnrFtr: 1111 funulp nr cnFl;rulu,nnH Aran r-ales L SIZE A 8 FT COA/C / REPAIR. - r-�/e rrP > OPEN Lr•r/�fevr.� J/ lilt ( I �• /Q J2� 3.S I I I "' AN') LARC.Ell SIIALI. RF. C 7 �� 1 ' 7. AI,1,'WATFR FlAl15 tln nR IR C,.ASS I'+rl 1'1'1 nR � � �` ��. / DUCTILE LE 1 RON r.l-A.".`, 51 OF RI:TTER. W 1 aa rI a (/4• I I V" /.�" ��- S•¢ wAv / R. Al.l. SANITARY SEWER FLAW, SIIAI.I. Rf. SIIR 1, I' t — Sz~ aG 1/7" ..�- /Q" /w� zo" �•/ry S/-0 3 v( CnNA-, 91911 11, 1:111 Dlnln nl WArEQ A4A/h/ FIlL'E NYQc•a/r nurrtlr. IRAN r-t.n ,l rnHFnurtrNr: rn nrJ:,l nzl.',u n, RLUDIrJr.n. •FRAME q (21a LBS. AP,PRDX.) �� ( 9. nI1RINr. (:n115TRIICTtnN, Till. r:nNTRACTOR glAl.l, 11,111 (:A'11. Atli) 1'RnTff"1 Till, I01[Al Irl" 1�2 1/4 /4 ZZ r�Z. Z3 "SGt NUT "� "__-- 11F TIIF TLRifII:Arlof; n}' EACH WA11SR AND SF:wF-a ;I Nt'lll AND F.Arll VAI Vi W?111 n STAvr OR F1AHi:1 R r:IIITAIt Lr It' 1111. I,NGINEF,R. (1•_1 g 4" OR r1.::1 i Pf+'•)1 \1(J Z-5, \ I0 I !�� �¢" .5Q' Z-5, Y F,(1. ALI. ,.All VAI.VJ', 511AlA. At N/1':-N 1'.RY. ':T1,'I TYPF A',; ':IIAI I Itl SIII IAnl l 1111 `/� � � /' / , t ' —^ ~ , Z 20(1 rSl NnN-511nf:F: LY)NEIfIG 1'NL5511R 1.. 6,\rr \'ALVI', ".11AIJ. nl nL(:Ili.l:l(:AI • I 1 r -FAINT (1R FLAN(:}al. VAiNr(. Sllhl,l, Ili' IRnr! It111'I'f, RNlI!.Z1 1'11111 VAI.V IS :11,11 2 IVa ISE cwwi. rI 1. il, FII11•I.I.F•F OR Al-VIROVI.n 1'.1)IIAI . VAI-VI I'll-O... W1111 1 3/4 tcV� 1 6 =�dnlG/B(.E FL �Nc;L TIIICkNInN:; Gnnl.l. n}. nr tiON- ACIY C"NTAP EnNkln(:, In, IrrIl rnrlr.lufl unrl PICKHOLE DETAILS R18 DETAIL ( �1 �✓ • NyQ 1 �; TII1 r,F.NI:S'. ANTI ::IIAi.I. 14! N(1N-7Ar'F.Y TAR F:f1AF111, rllAl l n. TIII L'IIFI' •�I:hTI F" SHALL RF. CAST IN cOVF•.k. AIA. CAT[. VAIXI:.". ll:15TALLI1 `AIAIJ nl•I;: It% TIIFNII,1 r. Tn TIII LI.11 rr;lrlNTi.k (--I,nCFWI.1.) WIIF;N vtiLl_!, FRrI.•; IIII "i n; VA;V! ;alA;! ie0vCE a _ ...^„1, -._ ,r.. ,,..., ,,-, Y .,,. -. ' r1AVl. RF.S I t.t F.NT SF.nI S. 1._. 11. ALL ClrRir STOPS AHtI FLI1SIirHI. III'URhNT VALVLk ANt Tn 111 rnHl, RAI.! -r'frf W1111 Sro WAT1�P i j JO(:RIMI• (ArAR}1.1T1'. ° VALVE F3 1 Q,t ' m ' { 17. METER 1ln);FG AND CI1HR ST(IP.`. AF' Ttl M1I i"IIRN,'.111 A::n It:CIALLIn 11'� 7111 ' w UTILITY (:nNTRA(:TnR. NETER'• ARE Tn Rf IR'.(A„Id U'. r I,Y n. Al'nH111 • l F//�E SL EVE •�SI�EQ'D �I ALAC!! F'ERSONNrl. ONLY- _ 30 �-- — 1 'M/ti•� "—'-- •� 11. 11TPRnSTATI( ANh LF.AKAr:r. TESTItrr„ Atli, n1Sl NI-F.rTinr nl T'ul. Wnrru rinlrr �, �; - i1%+' � •.y'., I�•M.4X ' � � -L-- �` '`-".�_ - �`f -- -L GpnAPACTE.G GR�h�t_ �R BEDC +NSTALLEI' SNnr-I. Rr rF.arnknrn )tr nrr.nunnrll., W1In 1 11�, n� .In,!%nen I l l r�� Y----,------r---� �.--:� _ IN3 TLnRl1A. STANDARD sPFrll Ir.A1IIIN' Cn If',I . 'a1A11 nl 1rRr1r 11 " r� V At.!. SER1':C:F.S IIAVI. M1I'1'• IH::IAI.I.VI- A R1.PRI,;INIA111•, "1 IIII , Ii ,1: � 91// 1 4*» M . • N - -� -.-,_..._ _..__-_- �:-� 0 r..�--------•----1 1E M4.X ATI,ANT I( RLACH FIIf5T fit rRrSEKI` DOR It;- Tili IlYlll,w,I At 1, AYI• 1.1 A'^• � 1"�1 �j' !L -1 •• - TIII 7F:.`.'. 1� Tn RF. CEH�rIFl F.h M1T A Frl'F ESi.tJl nYlPi 11 '1111 M'.1,.'. r I 6 c •* s2" M 1 N Z-S,. ( I � ,g•,�,raX • r r ► r r r 'Hi I RI► - � 3/4"paD LEAVE DRA/�./ ----- -------- �8 c -10-- C L I f•. nt.. INvr:RT FLevnnnllc n} rknrnsl:H riAH:(AR' Si WU: llAtall;.1 Al.i � I F �, 6 •► �- CAR F Y�' 1�T ITIIK NVF.RTSTLR nr TIIY. FIANI111.E, SI,n I't tri 1:NAV [ r�rJ - � �i�µi'ja�Y�G ITY r1AlI:'. AP! IC/,'.I Ir ,�(•nR FIA;:In,l l . /JdGE OPEN- BACkFIL� v r.... Till INV1:1:, 11- 1IIr clFrl,! . *. . / - 1Z" P/PE�G.a126EK SHEETING - ; 15. wI1F.RF SWf:k SF.R 1 r' COHr FPntl n SF:WIR t1ArillOLL, 4""M N . 2 r �Nnlr. Al'Ri Nn raF:ntea run,: Twn rrt;r nn1e1 Cllr nnruur.i tNvrkl. .rn,•In Ic3'M1A1- /f?'P/PE � SM�"..GErP `•'- � TFunsrrrnzti: ..NnI.J- RF. renvtnrr ?"On/�[JE C� w I.` / • u,. SANITARY bFwr.R SERVIC1', SHA;t AT r.•' 17V• RS/NFD/PG/U6 1 '•, A / ( SIArr. OF 0.006, Plat FrT(1T nN nllr Ill l I N1 4'!111 SCE ,VOTE d Z t T 400 �, / 12 l7. RANIInLF.S AND NANllnl.r KING: SHhl.t. RI. A N1:)It:nl 74" nlArll rLR i+'I,P. N11;R^ NOT ACCEPTABLE IN TIIF, CITY (11' .W;KS0NV l 1.1,,, ARI.A': III' .1111'!'.111 t lu;. III f I I I I z G r' ♦ i IF. TF:.rv,Slnr tNSPEMOK AV' n+'Fllrnnr r 5 er G C1/� + _ I LEti�T.,'S "1 1V4TES ' �`� CR,.ITY $FWEF. TMS SERVIr'; SIIALI. AT 1'R(l)VI11II, R1' '1'11; L,,•'RAI I,l) I,:- 1•\I' t //�C F �� S •ALL � - /MS7',QLL.ED EiETWEEA/ 644:K './,--.',• or TIIF SANITARY SEWER CONTRACT. A Fill-" Rif 'ORT. A'. Tr; Lr1F:111i,1.1 1f TH. I AS ���� �1 ' ,f4'> ,•V• 1' rlr1: WIT)I PERTINF:NT nATA SIICD A: OI:.T AGI.! I `I SEE A.10 M1I:TWLf.' !idralt11.1. 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USE. f•:P�C1l;;I:MENT WHERE � r to G'" ;� r1GL'DItifPfG tD 'I'fIE V,t':5iT7 CAL CLE:ARAIVCE LILT{"II F:N WATER AND SEWER MAIN N CROS S I NGS \i I fl T S LESS THAN '18 INCIIIEF OR WHERE Hol?T 1,UN`I'AI, riF.T>FRA`f' I,-)N .1 i' '�1/�'i`F:F( F/ti'.'3 G t'.4D£ AND SEWf R MPF, 1 Nc IS T.�'>; `3'IIAN I n i.. ,F,,r %'- ;S r. _...r 1{ / L If d.0 .-.:-• _ � { ✓„(-Y C ♦.r%(� �.. .. _— L„L-irf4J 2•$ r c yI?L fC '7 E/wf dC F_ aye i } L- �' ' r (� I ../a TE r,J�f1/�/ , `S ��1� a :� z � : S • ,. :� ENCASEMENT /� �WATER LIN ��;r>� .� �r"D ,�� i', �i. "> ,•r t a ,� 1 �, w♦ '✓E D'4' � , ��1'1 I 1"ti._.�..^.. � t APPPOvED E04JAL r/ .- _ " 1, 0 7'469 M TERL 51S qI � au r °s o - a NOl E A.:E rEk ra ,63E Ls0�A7'EO //V 1-116 .fir "6 _r /P. / E � e � u,y• �1 v -.1• �. v•r' JCj/S/L3E GF r/'/E P.�''OPEr2 rY L//YJE r 4 Fr /AJ g/,p F 0,- C, F 1 ) , v o ,, r/7/E PR0L0,•'G, 7-10AJ Oc UA/E Oc 7-x,6 6,/'O6 'ROP L/AJi:S. �-cam' � 1 ; � I1 � _j i `� ( /F /r~r/"AC"r/CAL O/•kl. 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I, 1T,`� - - .- , l � -�-1 \ I �,, \ . -7;7� - -" . ' . I ,*, 71�-��-�\,�,.� - I , - 1; . . . . . .) -� �A- I , _ .1 I -, :c , � . . . . . . . .I ,_ I ,- �� O,v -�-- .1 , - I 1 - I It �, I I , � 11 . I t , . . : . I - I . - . I - I .. I � 4. . . I � .1 . - .1 - . ._ � - . ., -.d . I , � I - T L-C � o V Q .. COASTAL GONSTPUCTION _.::. _ BAGK LINE N 89'46'20" :.:.. 700* S w • ... M 47%G�V _ ,�&,_• d - - �. :'9�'• - _ .�:iJ• - ......................... ...........r.,11'.::... - 19a pp 8• / .•� - 15 u '� —'-- a _ R40ZO' Ff r 1 N 18 ••R3a P Q.. • mob . r .y 22 Q TYP 14 ..:••• °1 1 1 ............. - _ q 56A0' FJ'va 5L32" � � �4J 0 - -."___.._-.---___.. GRAPHIC SCALE 40 0 20 40 90 te0 -•• -----... �•- .. -•;_.... .. \'::frv'-n:,tal+,inu.i.,..,.G.... _ ..... ,..i.ayv..i..•..i�1. - ......,,•._.. „..r-•..., -• - - - ._....- R40.00" N IN FEET ....... 1 inch = 40 ft. NO ............... .�7.... Q O 20 za"Oo• �, SET' BACK LINES ERosro�v TYP N GO�rT[-OIL �o.oa' L�ti(E T .., rY 2 ........... .......... . . . . .. .. .. . . _ 8 0 1'p.........::: ' D O ............ ................ 713 ---_---- --- _-� 22 0 `O -`� $ 28 '24 }� w - Ci 33` ' �' . 00 ;r ".. 0 1 V. n _.. p.. o CL N o D p :U _ O CII � •:� •� a� � 2. �'� Z �• .2. 4 r2 3 IK .o.. 0 �L! ^ — l///LL] )E �.'.'J 8Y `�' LLI 34, 50"53'Ak: O (� .. Q W` 2 1� O � 1 U u., N 1D o Q 7"' C/-) 40' RIGHT O1� •SWAY -..- __ U) --J Q o i is1 i t17 5 74 SOA�i 66,0 5D 00' �^ � � o LIJ U1 � N • J LANDSCAPE - .............. �o..... C�` . , �. o EASEMENT AFEA `- .................. p x K40-0 "' .... H ` i ,g U :? r 2r p :.r .......5 22......... 14 r �, s l _I rW z 4141A 94.y nri _..__.___ . ._._. _ _ ___.__ n f „�.,•.... ps V I ... .u. ..• (6 ........... ............ 750 ............1.2... .............. .......... I1-I o 5" WIDE BEACH ACCESS P roj � � tD � SGrI tlOnVicinityKDp +- TOTAL. LAND AREA . . . . . . . . + / -- 5 .�i t ACRES � TOTAL UNITS . . . . . . . . . . . . . . . 2G SINGLE FAMILY LOTS � z >r MINIMUM LOT SIZE . . . . . . . . . . . . 4550 SF . Q � � MINIMUM LOT WIDTH . . . . . . . . . 50 FT . �... Q TYPICAL SET13AGK S � 20 -' FRONT SHEET NUMBER 12 25 ' REAR OCT 19 5 ' 10 ' SIDE CAS SHOWN ON PLAN) JAB NUMBER 892q IL m ^ M I o I I COASTAL CONSTRUCTION SETBACK LINE I 7Oo.00' N 89'4G'20' E 325.80" ' Q (n CU a t 14U► . 7 IG _ 40.00' if I PT 23+73.01 ` �to O i 07"4G'0G• T = 35.37.' 1 - - L -- 70.50" I �. _- _ - - U i O G - 70.45' 31+39.72 31 +00 _ G8-N04'39'52"VY I +00 - -� 30 I 23+27.76 - _... " 0 N89'4G ZC]"E 139.72' ti LTZ OK t F�E Lam( — C a u K T '17- 240.00' - - o n 0 .4 Ch;NER-A,L NOTE!; cp I y' I. AM, Wni(K AND hinTFRIAL5 SBAI1, COM -Y WLTti '1'lli{ l.nl'r.::'r CITY OF .IKD HEREINl,h:( p t -- � � .—_ ... -_. _ _.._.-,�—�.--.-.•.--' CITY nh A'1'1•nPl'1'L{: iSi%.AGII :i'CAN!)nlLl):; '.1117 sl'h;CtYLCn`tlUNs As 1101)[F'iha) Ilr.l(h:tN. �`� z. (:nN+ rrtnN rn r:x{sllNr. WATER nNt) ,;nNiTA1{Y sr:Wr.1{ trrll.trl!.s SIIAA! Ith: , ! j-_ __.___._�..__ (:IN{I)lll.l:I) '••iITIl Atli) MADE tlNIJK4 T111. :;lll'F.L:1 S I t1N nh!'rllF: l:l Y S)P A 11.A':".(' I `w� r s. �., _. ...._. .. � ith:Al;11-i,Fa'At(:;I1:N'1' OI' !'UNCI(: Sr:kVll:i•:S (1'H. 14G••27L r'. ' ; }, M%A5 SlIAL1. !)h. :;F' '";IS AN" 1 21, �. •tic � NO TAI;1•: SJllsl n 'I'I(LIFlf nF' Hns:F; t'i!nFs Six (�� ? [}r;.l,�•.; ; i:: t _ !o' l � ,ir�ti ,• u! t•; ,u� n ,'Eu,•iiT (5F:t:l•lpt; 33-Ift n•r1.eN•rLt. ,tl•.nl.l t.tlY oknsnn' ,. 1 it. 1-h .,. ANI) o , N ). l'h.a<F•ti: ' A; , CLI-.," :r.t: .\)'!, ('kUll,ti`. 1::C.n'l.lTtnti, t.,trt., ., V Ck,11)';::: la:;t:nTrt: ON TUE DRAWINGS Atli) A:; NF(;r.tiSAl('� '(n nl:COit!'1.1`:1 ll.F: W(?£ - Hnr` CID Q — ___�. _. ..._.. _. _--- _. _. (,. r:xE:,1'!:\rt:=i F.\7-b:RIAL THAT IS :;+ti•rnill,f.. AS l)F:;FI0IIN :u tt'r AN r:�ctr�r.I;u >;nr tlF: wto Q Usr::: F :: `:tWa AND iS,1S•K. V!t .tNC,. 011'i"A1N ni)ulrrnttnt. � n AN • 1 ~� ' � _. 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A. + t� t`i 'b'S 1 i,. :, , �_ �U1 ,., '• j ,U.Jn,.r., WI'i•1i1N •rH r.l(:\l11Nt ,,.tls'r:, 51IntJ! ON '1'IIF: I)Itnd!. \ 1` 1 N w. +� b :.:q t v� /��. CON'tt(,•.(:r(;I 51Fnl.i. nlst'rtix .;F' ,\l.t, rxF:i:: , . . . uh:l(!,i F;;,.. nti ! (sj hY -1, ;. 1'AN,'L OF" ✓ His GOFr"rl{AL"l'. Nyy dINU I to F y W + _ _-_ .. _.._ In. IT ',HM-1 lit. '1•i1E CON•rkACTOR'S iiE5i)N3111L1,t 1Y ntiu A( Hill CI)ia'„<A(: si,('S r.rii' ;?1St: 1 ,.k•„� 4 �' �- p I O __-. . t' si':A{:H WITII •'As-llltll;r” ')RAWINCS ON :;YLAI{ OF• o La 1 � iO I'I(nVlt)F: '1 IIF. CITY OF n'1'LAN•!'lI: d � ' i k .cars As 1(r:(j!!i f{F:1) !lY :'Ilr: CITY. S 5 �: _ ___ _ __...._.._,.____..•..�..__._--.--.- 11 . nl.l. 'aAl'r:R Atli) til?Wr:R SI{!{VII:F.:; ,\NI) 4,V.4r.:. :;!IAi.I. Ill? lt,li.i:t•IJ '.)A1 1-IIF: '�1'ltF.i=:f• 'Sii{it ,..,�.• � ,' Q !)Y F.TCH1NC LNr<.-) THE ONC:{F„, tF }:L . ., ..SK1r t S'Wil ! '1 iNtal �-{- `;OIIAkr: )IPA'Al. TAG IS rn IIF: 'IA:IJ`:l 'O i'I1Y: I .'1 ON ,)i:S;t:N DRAWLNCS- 1 ) i T J ., 7) _ I _1-• - ' Gj 12. ALi. I,q'r CnkNEk5 silnl.l. :SF. PHOI'£ttl.'( 'Int{CF:N i:0 TI1,!'!' ;ITILITY ;:AFH',\N'r OR ITS ZO+45 pp �`•,) r.NClah:!'.K CAN, Ul'UN ;(F.f.lill'r t)Y \S-ItH!!:r” I)ItAl11NG5, VERIF1 r1IF. tiPRKr.17 WA'rr:N r�si�aYEf' f (i e8r •', r �. ANH/nl{ :;t:Wrat sFt{'►iCr:S ,\s O !.n(:n'rtnp� AND nr.P'rlt. 10 • oo 11+00 �� 12+ 0cf- 5� tA N N 89'4�'ZG" E 17 _36' ti(rcoc.� LAti1G p = 08'7.9'15" a 2'�O.00' O _- T 14.55" L 29.05' C)- C, G - 29.02' 0 co _i 8-N85'3G'43"E U1 840.00' U r �4 1 234 Ac:,e_,Ec,5 AZZA 5z T-e,�-r• .• m 7 d r 390.22" �,�u..�.. �� ...,�.�, ...,.....,,....M...4...�......�.�.�.�. ®�.,�., -- - 7J�. N 89'4G'20' E 5 ' /��/ IUE � EAGIt A0CEc5 SHEET �vu>NaFR n 1 n o �8929� n i O 1 _J ( O o N 2G'-8" PVG .. 5 = 0.407 Ex1sr wrwELL mom mo T O P = C8 . 7 5 ) INFLUENT = (315 ) s INV. = 3.15 CW] 0 Q — GORE EXIST. W.W. a AND CONNECT 8" PVG MANHOLE 4 RIM = 10.3* w 5' INV = 3.25 z V ` o� G. PUMP WYE W/ O17 1r0 15 GLEAN OUT I s 14 �I IQ v MANHOLE # 5 o > RIM = 8.0ECL .. INV = 3_g2CN.5) I lam► v 4.00 CES I Q v � l9 13 I � U 1 a" o r MANHOLE_ #_ 4_ _._ Z STA 23+28 10.3 RIM = ± I� � - - 226'-8" PV - INV = 4_91CW-1 S = 0.407 5.01 CS) c PVG WM _ N 12 I �1 > �, . . O a x 2.0 I t� h 0 o '' o ------_.----- Q O MANHOLE_# 3 II( 21 � � STA 22-F-07�� RIM = 9.7± `n 5" INV = 5.50 I C) � 1a 1q INV� 10 I 4� � 6, PVG W.M_ - __ ___ 1 _._.__ _ _ o w � Q I t) I 0 GWYE /W zco 22 „ GLEAN OUT N 104 o �lv04 0 T ALL_ vAc.v> ->\JAst},��� F c 0 co _ _ �., 1 9 a0.- z �> wV) c) Lo _ — --- --- W W o 2 2G25 24 23 I -�--� F---- Q q a 1_G„ FIRE HYD 1 O W � Q u � G" "WYE S V) z Q 1-GVALVE 1 � 0 MANHOLE 2 _ 2-G" 22 '2 GLEAN OUT Q Q Q p Q� STA. q+q5 I 1 W . _. _ - --- -I--� Q � (o N w n RIM - 10.3E __ Ix N INV 5.08 CICS) = w z 1 5.18 CES -�" PVG W.M. I -8"XG" TAPS O z U ¢ati/�t_ILT y 1 � Lu SLV + VALVE MA'`'"��� Cao` 8.,(-n/G _ 18g 8„ PvG 7 s= 0.4o°gyp S = 0.407 1 X8'-8"nr d [C2n/TCR l7N cY� 40'-8" PVG S = 0.407 TEMP. 8" PLUG INV. - 5.24 MANHOLE 1 W STA. 20+35 cn FUTURE EXTENSION RIM =- 13.7t CNIC) INV IN = 6.23 1 W G' GLEAN OUT I E4TRACT 5 1 2 3 4 'A' 1 � __l L1J E X 1 s T L I F T S T A S -- - A N D W E T W E L L u INV = C 5 7 O 7 af I2 c. SHEET NUMBER d 4 J H o JOB NUMBER w 8� z9 J 0 H 0 cs RASED 4E-TERS,1 3/4" IIGH, Z FLUSH WITH TOP CF COVER O W 2 3/a" Y WLuQ W 45� ITY nF ATLANTIC DEnCII ' T AI' HIGH LETTERS W �J I" HIGH FLUSH • D P l:Allu .�II:IR ;;"il•:. _ WIYH TCP OF V COvER. a "STORM SEWER` TO I/ AX. ,•p P P I. OrmITY (Or:1R.51 IOR ':HALL NOr I U,•I:II,N,I. I:Iljv .Jl IIIODI PEI , BE CALLED FOR ON ❑ Z C,I('i 'LI,It FI,I II.I. Ir Till ORAINAGC STRUCrUPf: µr = r w �• ill nTl..1?aril MACH 1'1'111.11 ':F G1'll I'. I�r",\Il i.'ll.'ll 1•' '''IRI II:I, I1,\5"I , P •P b II(ILIr'i11,�1.1;,11II It 1.0111 I{LIrILI, AJ'i I I:.1 AF1 Il:;;:1 II III 111: I ;I .r1el. SANITARY 3 1/4" '� 1. AI,I. WATER H,\Ir:S SILU.I. IIAVI A MINIM I III' In" I"VIN 11+0:1 1 1;,r'.Itl n LI'AHI'. I•'1 PICKHOLES • o &"A41A/. Al' Ir:'; Our. A. ♦ Ilril•AVI:p AIII AS ANTI ll." 1:O"F'+ i(I I'A!/II IA' P p - ' DF.•:Ir:.`,t:D In Filll'.IIr I, 1.Ir A111 .5;1N .-IIA I.I. 141 I'I'nlll Jill i '", !•,S:Ll,.1 I '!I II. All . P W11RF: l5 (:11rtl'LI'w" ®NtlTE, r ��• .SrAA/DAED M.J. TEE J. A 11ORILONI'AI, SEI'AItA((Orl Or r\ rl1NR111t1 ill' IU 11.11 ,\I�I� µF rLl l.;I,\I::r.1, FR"E a COVER 2¢"ACJ/A!-'Al LARBEP SHALL GEYACNWES ♦ ♦ 4' COLD ,POLLEA * RETWF:F.N i•.\IIALi,F.I, uATr:R tlAlli.': Ar-n !:F.,J r"R rL11ri'; (I::I Lrlu I IIuI; :4\I N•,, OR GROUND A7 ALL r s /8' M/�/-/O"P/PE SNIAG4EK GEARING wRrcEs * P I:nl.Rr. W.\r1;It Ar:D ':r'.:ru N.11(I r; C.Rf,•I:: ,•I IiI I L•; I:,, III .;rI I,,I ^ sO AL TO SCAT (L1.,\It,\(,I At I. I'VY. i'I I'I, 'IIIAI I. lu I'r%I,5;I D I'. I'I .� i,l I �,I I• /� OR F,RFI LY AM PREVENT t SrEEi RcD(ryP) , 3v"Aa/� �___ .__----_--� I'LI:I IIT:lI1;1111,;1 III1 R ' RpCKIH4. I l+ntl '.I tJl.lt 1'11'1 II•:i"" n•i I'�,I::r IIF I,I tllr\III'N t1AY Ill. Ou :IAT 6111 111, t1011.11 11;1 02 3/4" ,A A p �i�l 1 4. PORRI1) C011 REI IliRll':r RLOf KIN(: l:: IIFIrIIiRlp WHIR) l.Al11R IIIPII �+ 1/9" Z O I �,� ( Cv"P/Pc a llrw l C] 1 I rtnit:; ARF. • l.Ri11NAFI.n ,SNA nr nl.l. 11Pm,:. 3/a'MIN. THICKNESS COVER 1" N 1I �J 265 1.8S.s S 485• _._.. nt1 1111ntILI rin'rt:R iAIS NNIIER WATER AND `0:1,10 HA IN', ';uAJ.y. lu. RI•tl�r•I Il AND t I/� ' 1 HErI.A(A 11 WI SiLF,C rKI) 145Lvr 11.1.. runrrul.•r Cnru',v IFu II, 'I z 1/a" W 1 ; n; :1A'+Irma �. `w , NI:NSITY. (SF.F. CCNI.RAl. rlgrr. S(,) ® II I Jr 3/¢wuT M.\/. �4"'VQL mF coor11AC1nR SlIA1.1. CnORDINAVI' F.'TNWORE• IJrrlIfV I Iry h,1,,111: I,1 1..\i Will!l l! 111 l 1 35 3/4" ' 1/G"QI � 3/4"Q S/ZE A 5 FrSCOAIC, &07)t/S106 OPEn ( /RrC/7-)`1) � PROPER AGENCIF:: FOR 11AINILIIANIA:: nF IRA]Fit. Atli) of I11n1, nr ION';IVIII I Int; Alan B-RIBS T/9" 6" /O" /Z" 3.5 � rYA ) 0e6A/ Lr.(PRV7 ) / REVA t It. / s/B" �"T 8„ 4 7. AL1. IJATFR ON R1`• n" AND R IIETt SIIA1.1. 141 (: 91111 11R 111 x145 ,,II i n1I / NIICTILt'. IR(Irl I:LA::'. SI nR ItF:TTI•:R. o'. 4 '/rY sro. 3 WAY / m 32". +1/+• r /�� zo'' WA YER A//A IAI C//�c'E NYDRAV7--< R. ALL SAKI"IRO ;I,wFR r0CO tORII. 11 F'. ::DR 1S Alit 'M A's it[ ql; ,O A'.I.1 hlfl l', W. 40 I/2.. l0" l8� zQ' 1la.lo ' Nu(:TII,F: IltOrl Cl.n:;; 71 I:neFnit(IINr rn nrP:l Alit 'M n•: Irr „,t,r,.,,. FRAME /4 22” 27" Z3.2 \ (zl� I,es. a�a�ox.� 7. I,IIR)Nr: cons TIIIi Cnrrrunr.Tr,Jr 511A1.1. I;,nlr.nrr. All run Trr.l l,n: Il,(AI III•• I/Z" �I I/a 13/e 1• 30" ZV.� p SG7•/�IU7 _ _ OF THE rF.RrII(L\r1OG F:ACII WAI11 AND i:r1l..It (1It I'lll nNp rnlR CAM 141 I-11"l A V , 1 S.FAKE OR ILSRIiFR !.RITAlJ1.F: rn rur. r.Nl.lrn:CR. rr.1. :< r," OR ri.rrl: rn•.r) –` lLI.LLCCCC[[c1 • �i IN, AI.I. GATE VALV1 ':Ilnl.l. ill. r111a lilr:irlr, '.TETT 'I 5 : A6D '.IIA I.1, Ill. ':III IApL1 IIH' /Ofl 1ISI AlON�•!;HO(:K WIIIIK IrIG I'itl.:;.':IIIc F:. („\IF. VALVI', •.IIAlI. Ill. JILT HArll,nl. Z TfUuSr &OCk POR r6Es __ \ .IOlrlr (Ili FI.ANCI•,N, VALVE:< SIIAI.1, HE IRON ROILY, ItltO•;LI 11111 h. ','AI,VI:;: 511A11 2 1/4” 'h'AN(a/BLE FL�Nc�G 5 LI �J ; i fly. CLAW, tl 1. N. 11HF:.Licit OR API,pocln u()nAI . VAI.VI MIX) wile ;Lu 3/+" =�)f' ..77Z.aFF/G"NY•D. � txrr:Ncitltls: ';RALI. ruc nF cA�r (unrl cnn:IRRrrInN. I/:I 1;:,R rI1N1:;I1:1 WAt.1 PICKHOLE DETAILS RIB DETAIL FIN/SN /�/�4DE� - _ rnlr.KlN.;:: nNn l;Rnl.l. RF NON rArF:r rnu rr1,5;R1 fn,511N. Im :n 'I:n1Iu Zo :HOLT. 11I: CAST IR (:OVEN. A1,1, GA TV. 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OI' .IAO F•!)"J"lLI I COMPACTED GRANULAR 'BEDDING FLORIDA. irANDARN SPEI:IFICATION( - ru II.';Ilr:l: '.11ni.1. 111 F11III 111, W( l11 t�), • ° • `•. AL1. :FRVII:1(S IIAVIi IIF1'll IN:;iAi.I.P.h. n IIFI'RI':F!IIAI TVI I,I 1111 Ill ,I '° :.► _ •. - r } M//5•% ,.l' 1) III I I ' i l I ©C t 16" MAX Arr,Sli rT 1: nF.AC,R MUST nF rRF.;;Errr NlNtlllr 1R1. urnRl✓;rAlll At:I II\ral.l II•.I. .• Y p'.. j I I I ••''• • r 1 J� J��____•�� _� I u /�,.•_ �� rill: rF':f (': rn Ill( f:E12TIFIF.11 R1• .1 r•r I',;I:,I,N 1,5111'1 nh illi ISI'.I� ' •o, ° p + 12" MIN °'• r 6. AL1. II:VI:N'I' EI,EVr\i'IINf OF I'ROI'n;;I:p (4\:II Ir\It'i la wi`.1I tlhrll I, - Q :*' ►• I rr. •• `3�¢" QoD LEAVE DTPA//5/ B c t 1 1 A AI P,\',I n ,11 p 1 . °. ---- _ ----- ., I-_,.¢_. _--._ CAREFULLY THE CL?t rr.0 Ori m: rinl:un{.F. SLnrl 111 Lu,5Vl r1 11,\INI: N,t,. w5'.I II In• Ir: a,S::uI,11 •''I'.• .7.••y .. :p, q: MOLE ODEA/-- I COMPACTED ra\•Ertrs. •/•/° '' ti .'• r: ;v 2¢"M/N' /Z"P/PE�LARCER SNE STING BACKFILL I', wllEki'. :;EWER :;I:RV JCF:S I:O111: FROH ,\ ;r.u1G %IANIIOLI:, lNr '1 rJVl l'I n; rill '.1 P1'1�1 w ,. , I ,•:IIA LI, Rr. r;n (;RFr\rElt 'IIIAN 'TWO Il l:r AHnI:I, rill. r1ANINH.1 ,, I,• 1 i71v11'I .•Pn1111 la. Q •Q ■ r ❑ A fir /8 M//V-/O'P/PE �$MALGER 1R,5r,sl rin;::: r,nnl.l. Rr: rl;ovinL). A � A roNGUE RE/NFORC/A/43 w /• / Ili. :ANIIAR•i ;:r,WFR ';l:RVII:C': SIIAI,I, Ill, !," PVf; OR I'M IILl' Ilo irl t,I111 rtl;%I:P'I I�.• _ ;Curr. OF n,nnr,' rhR FnuT- :I• F1�� N YD KA N r . /II -f / 5EE tilorE d Z I X y' � � I'�" 1/, nn;:Rnl.l•; r\tlll HANIIOLr. ItINC,". ,"11,\11. RF A :11:111,\I .'/,'• DI•\:II rl I; I TI I I'I I:III I I t I I II \ NOT Ar(.l PIAItI,K IN rill. CI1Y nF .,nLK1.n>:c 11.1 I. •ur1 A', I,1 1nP l'.nII IIID.. II it NOTES IH. TIA.F.vlSinl; IN:;i•F.r:rinN AND 10.11.11 rION il';1 ::IIAIA, 101 I,1„nII'11 1,t1 ,Ai r.RAVI I'V :;I,WI:R. '1111.1; :I:RVJ(il ;•I1AL1. RI PPO VIDrD It 1111 $'" OC�'d„'D/A. 5•. LENFTN$ o F/IPE MYD, SAIALL BE /NSrALLEO 55TWEEAJ BACK I w:IUAI ,I,,; ry ; r ' ,/.• OF TNR !:Ati1rAR5' :a.Wl(It (`.I1N11lAl.r. A F111.1. It1:1'ORr, ,\.'� '11, Inra,l I lnrl I,I ILII � ° AS QEQD- 900 45' ZZ /2 / OF CLIRB FACE OF , logK_,LC EXCEPT AS COAD• v� ilii. u11n r):RrIr1ENr nnrn ;nr.n ns nl':1nel I. III:rI:I LJ r4\a:n(n1 ,. II",\rtll; I° SEE NOTE . �•, f' I SLHV ICES, I:TC.. 511A1.1. Ill: ,':IIIlrllrrlD IO rill. It:(.I(lllhf ANI, I III Of All gICI� srzE A B Fr�CoNC. A B Fr"Cua/C. A B Fr CO�(L", TOR R66LILAr/Oti/8 PeoN/e/r. i p IIFA(:II. Ar!}' DICFF:CI'.': I:Nf.nlllill.It ICH :11.\1.1, 111 IN I'i.Al111 OR Irl 1',111.1 I� Lr fill' III //_'' /O” 3.Z" 9" 1O" 3•D'" �•' 8" 1,3 SHAPED BOTTOM rl(lrI ' ArrIEPInNr.I:. 111.1. NI'1•I\Ilt l.p ::LI.I 111;:', }III':r RI. RFI.; r,rll�i I'I'II,r 11� lf� nr.I:r r rnl:cF.. � _72- I Z" 13" 3.7 6" /o" 2 / Z. CO/vc. /►->i.� s r�E/vo r�,l z Sao Ps/ c� 2 B DAYS y 8„ ZZ„ r3,. SUITABLE UNDISTURBED SOIL 14, FIl F111:KI:f,TIfL`I TO F:X(KrINC I'OTAI,LF. 1.'A'IFH ,`.,,1111 ';I1.\LI. Ili AI IIRJI,I IIr7111. /�" Z!O" I7" //•5" /Il" 17" 5.9 IO" 13'" rJ.w 3. SEE TNR/JST F,3LDCJe /VOTES. Q.5 BG All ruurnsl;u w,nLR Llrra n,u'L nLI.N rr1;',rrl IL,II;I, y,l .Inll III,. nrlll O• r „ rr ,• „ I.LI ANI 11 TOR SF.IIV rr.1.. �� /� • r-^ O rI .ro 11 /ro" �.� .I. t 3/q/.,0. �I � CLASS C 'CDAIC- �IOR IZ Z9" Z! Zl.r r� ZI 8 14" 3�j" Z4" Z1I $ /91, Z4'' /4.9 /Z" ZoS.9 HALF SECTION HALF SECTION ., a• . • / BR/CK /pIJg6LEMOeT. M SHEETED TRENCH UNSHEETED TRENCH A �.,M,Hf I 0 I I� IILJ /!v" 38" Z�" 37.8 Z/" Z7" 19.1 rZ" 24 11. 2 G, I.° 4 M ZO" 47" TYPE I — w- SHAPED BOTIUM WITH 'r... a.: � o: .a, — Z'M/A/. LEV6ull p r. A�xFILL , , . .'', • COURSE CLASS ^ TAMPED 8 . ? 71k lh X57 C ' CONC. O UNQrsT. SOIL M/N. $ EAI /NG *' 19RUST &OCK FOR ,8EA1,DS z /,,-WATER MAIN WATER ML,Iy�^ , � ---� �,AP. 2000 PS-F. Q " /- ALL BEARING SURFACE TO BE CARP/ED 7'o u,VD/STUBBED SOIL SECT/Dl�! -PNMT —SAN7 CUSHION -� O O/L . CURB 2, r/T/ESE' TABLES SNOW M/N. SIZE TNRc/Sr BtoeeS Foie G� .S - - - - - - v AA1 RAVELCONCRETE (A-/ 7N.PUA-3� CLEANS D G ��� �/ / �/ //� �/� � / //�`� ���/�/� FULL CONCRET ENCASEMENT � 4 , �'a � ( � ; ' � •-- OOR oiL WiGG /PEov LARC4ER 7' et-196 2500 PS.I �GONCRETE � Z V 3. P S p CcJRB Sroe �� BR00k,_S A/o. 37 BODY J ' \ S/LrY So/LS, CLAY, M[JCK, PEAT \• � TC" 1 ' _ d�" ' <. ►. •� ► "Wil •.•: G:.• � .• W O `0 r ` � .� N AP/eaV. cap. _G -G' 011 E'I a M 0 -AAETER CoNn1Ec r/o nJ rO 56 NOTE: �, ,, , rJ o M NOT T:: FOR POTABLE WATER LINE CROSSING, 1 1/2 bTA. AND LARC;ER W11[CR W ots N s w4mf SERV. L/NE MADE BY PL d&A8E12 MAIN SHALL BE LOCATED ABOVE OR BELOW' ENCASEMENT' AS S['IOWN ON z U. PLANS OR AS DETERMINED IN THE FIELD. I1SE ENCASEMENT' I O wllr•.I7� � � \N S I UMDISTc/2BED /oR CO/v1p �/L THE VERTICAL CLEARANCE BETWEEN WATER AND SEWER MAIN (�ROSSXNGS _ �' � �p FIA/I.Sd GRADE IZ.S° IS LESS TITAN 18 INCHES OR WHERE HORIZONTAL SEPERATIONI OP WATER _- o r ,• , ;_� yI,IIIy:/ c:: .". •a ['GAS$'C C'oNC .� o•Q1 + - AND SEWER MAINS IS LESS THAN 10 FEET. 2"6ATE VALVE FEMALE �, f;; ►: \� WATEk' MA/N /c.f'BR/CK RUB. . •`. �' I� v &-AIDS e STD: F/PF THREAD$--. Ih�i a _r 69OOKS NO 37 BODY `Mok r ., • h W a � dNO 37-,4/ COVER OR I ENCASEMENT AT WATER LINE P APPRo\/Eo EoUAL 2"/aAL1i' P/FE rr v ^ c A AC r a 5/s ' VI U Z'' W 7,6g M TER NTS S. Q F� 00 ° cone � O ` �• ' "ate°�ouo'� S . Q a NDTE METER TD Be' LDCATE5D /N 7.146 STZ6ET /e-O.W. 1y Q o LDr G/NE ,u , 1 2"'Cc v,SE• " o h o� �o° v OC/rs/DE OF r,UE Peop6Rr L/NE 4 Fr. /N$/4E OF lit, 01% 4 ° N/PPLE v � . v ° o rME FROLONGA7-/OA) OF 0A/E OF TI•/E SIDE PROP. LINES. l z'�" ," j v ° ° ° ° C/Pc/BNED ROCK v ° • (/F /MP,pAC T/CAL 01R. of PUB. ►NILS. ^4AY WA I✓E) It. - ° c v DR GRAVEL A o CITY TO SET M�TaK UPON PVM'T ApPLICATIOW n'A� G Q :, Y Ur ° a°tea BY MA57EFZ PLUMPaEK tT �WArER MAIM e °rSELow BOX - ° o q d d �. UJ /z"PVc SEE n/vrE x� I k 2 TD Y TEE OR T S.�V ou UJ 134EL O W G K,A ,DIE FL LaSN1AlG VALVE - U. i- AI0r6 : TO ,8E USED /N AREA NOT SUBJECT ro FLOOD/A/d GENERAL NOTES PLA 1�.1 • ire) _ _. � � � '. TYRE A SA�tlIT,49Y �A419OLE LOr L.IA16 NOTES : /. U5IS rl-89/bC-E PIPE G0AI I6C-'r012 ( KpR-AJ-SEAL A/l TERM/NATE WATER SERVICE W/rN dR EdU4L ) ASTM c 9Z3 I 11$4t 314" ,PED UG 6Ie -0 3/4- C/rY CsJR8 STOP /,v ,BROOxs NO. 37 A�fETEJe Z. O 2/'�•/C ✓d/A/T oh' APP/eOVEO P.QBMOLOED PLASTIC MAR 2g� 1990 doX CrY,4 ) SEE C/TY .06TAIL9 WGA t9 JOi•\Ir SEALEe w/PQOTECTivE W'eAPPE/� SHEET N4. 3• PRECAST MANMOL•E SECT/ONS 'r0 CE MFea IA/ ACCORD. W1 LATEST EO/TION OF ASTM C 476 W/4000 P5/ OCKIC. 7c Q YA i - WA7r45R S FRVICF 4. /NT 4 EX r aF M.4ti/NOLE SHALL Na VE Z COATS FA/C'�S. B/Y , �T S MA-reZIAL EXCePr JOINY 02 PIPe-OPEA//NC PROJ• NO. $aZ� + P m IV .. 4 50 VC $ mm4 N 6 O `er � � v 'CD Crj Q0 �q � CD II + O o x II 6 II 00 o o Q O EXISTING GROUND �. II , Q U Q O �, 7 O r• Ln p O "r --► 16 �.ri �.� W w Z O r + r• N � Q n -i Y- F. II - II NO J � I � . �. . . II. stn II II . �I = � Zz Ln II Q fir, Q II � N �9 Lo0 N .-� 4i-1 N I I I I Lq I I , ; — w Cly - - I I t1 N I I �- w z 14 .� . . . . . .v L _I rr � + z z O FINIS�f GRADE J. W � z p F- Q _; a w ,� II Q c�7 z �. clJ �. - . � � O . . . . . . . . c,� Lv. . . . . . . c� < < = � > j � Q v v S II w + `b . 12 12 � 12. zz. �' . . . . . . � c7w. � . . . . . 12 �n � II II 12 w � . ice. . , ,. o . . . . . . . . . . . .I . . . . . . . . . . . . . . . . . . . . . . . . - - wzzp UA r _0 537' a� �1�45% . } w 10 10 O.�,Oe . . 10 = � zzz 10 - - - - +0.337 - - � a� . . . PVI STA = 12+15 . . . . . . . . . . . . 8 CONFLICT MANHOLE PVI ELEV = 9.80 g 8 . . . . . oti0�"� . A.D. 7.70 10\1 0.407. . K = 6.5 6 G2"-8„ PV 6 6 6 22G'_8„ PVG S = 0.40 b .0.407. . . . . S. . z 4 1�"-8 " D.I. 4 4 . . . . . . 2 . . 2 2 . . . . . . . . . . . . . . . . . . . . . . . 2 0 . . 0 0 . . . . . . . . . . . . . . 0 VJ . . . . . . . . . . . . . . . — . . . . . . PL� -2 . . . . . . . . . . -2 -2 . . . . . . . . . . . . . . . . . -2 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . H DATUM ELEV DATUM ELEV -4. 00 10+00 _ 11 +00 12+00 13+00 -4' 00 30+00 31 +00 32+00 ¢ N N 00 N co N rr) m QD u7 Qo W)co L0 co Lf) 00 O O) CF) O) Q) N G'7 O7 ROAD °A ' ROAD 'G " ce w co U) o cu � cn EXIST. GRADE RIGHT C20') ¢ \ ��, 0 o U QNO O 0 00 [L ? W EXIST. GRADE LEFT C20'7 Ni c� �►\� II N o <1 Lr Q N _`_ 50 VC O 00 LJ J > 0 l9 II (z + + II O ~ � o (L w u O > I I 1 - r,� QO N r'7 O t9 �-- Q n q; w Z O {- O O N iI 0 N n (� N a -� �n Q i 6 Q w z ? . . . . . . . . . II . II cn a . . . . . . !I .Lf; II . O. Ln . . ,r . . o �. . . . ��. �. w � . . II �. 11 O N � 0. � � � C 14 14 _ .z O . �. p �, O w . . . . -r--� , Or . . . . . . . . -- . . . . . . . � .�l ►o Z. .. . . . . . . 1' I . �. I f .II .. .: . . . . . . . . . . . . Q Q J 12 X47 r�� - w v � Y N d . .0-307.. . o �, ¢ 10 _ +0.327 . 10 10 LOW POINT ELEVATION9.84 '. _ 8 . . . . . . . . . . . . . . . . . LOW POINT STATION 2+02.43 8 �- 15" RCP INV G�.7 -- . . . . PVI STA = 21+83 120'-8' PVG S - . 6 6 PVI ELEV = 9.78 0..4 T. . A.D. = 2.G3 4 1q.01 4 cn 2 . . 2 . . . . . . . j. 0 0 C--� - 2 . . . . . . . . . -2 DATUM ELEV _ -4. o0 20+00 21 +00 22+00 23+00 24+00 O) co aD r p � N \ / p _ SHEET NUMBER 00 c�0 r N � O O O C7 O N O a0 O m V f\ MAR Z 91990 n ROAD .8 " JqB NUMBER 0 89z17 ` ' , .. . a k Is da Ali* e1 F^, Jj)• ly d� W `' `l 11PPANY BY 1 - - . ATLANTIC B ACH , FLORIDA r u , DEVELOPED BY: CoASllCoj IN, it I. „_. i. 1I% 1 i' •lJ 1,.,-t lir._ � :I _. _ Lrw�� TO DRAWINGS � =- a �I•, 3 - .w I I N t. .. rE71,c1.�� yr�lWll�l cuw •r •�-~� ” ..i f�� ' I�' �,��,.•- ^j'� � µtl I' d f3II }{Nf,Cr �'J w W n TI, 0 rank / I .w. •,� ,( 4. `�`._ �.sy-11'' ,' �.` 'll••II T. dl IJ -... J IT 'a SHEET NO. DECSRIPTIONS µ ��1 r• _ •'--'fir'IIr, { �°'= •,Wfll (.C%voo _ it allk r R� I ..�yJr)rl f1_I�F; I +•��.v�;'; -�."'"" r •� �1:.� .,. I` I'�Ij I i � � '� .. 4 ..-- -- �' �� � � �� d -_ Q 1 HORIZONTAL CONTROL �.e jI' �I �fr Hu! �. �o r( u MtIn1laL�an, lir:,ch .e •• ..^ �1�.1 Ul I,1, F rk �:,_,I��• `• ��. - _ --•�../—� ... ;; - 2 DRAINAGE ' AREA MAP & 4 Ypplt O'V(��It� 1� I111! l,/ � r ,� :I� r/ru !=H�M,l"� ���r- •"I i ., .:. :gTLA-Q lC, PAVING & DRAINAGE PLAN MICHAEL ANTONOPOULOS ... . �: 3 PAVING & DRAINAGE DETAILS ol 1 ;nil 11• f an Assoclafes , Inc . r Vii... : _I:. 4 UTILITY PLAN ,-p ,.:. 5 UTILITIY DETAILS 6 PROFILES 2051 ART MUSEUM DRIVE SUITE 200 � ' �1 !�'��a�,�-= �_ p� `�. _ lig r-- ` 5 Qsal �� I �� ,1 Tri JACKSONVILLE FLORIDA 3220 904 396 5583 fo,Wj,�; ;�li,,�.�►i,� ,x ; �.9;1. _ ��-�� r lig.,� ~, ^+1' ,\�I '" �, ! { II, '1 •a+ u, � ' i'' VED / ii \. Q •!` I �I "" i / I:l1a f �( � I APR 2 19lVl , � `� r -.moi� r 1. _ ,� ��1 1 .�••�� 4. ,��.. � i' 1 '�>t °ar= ,,�IN I� .'� ter: •II 1 !' EACH , •CIrtY OF, ATLANTIC B `� PUBLIC WORKS DEPARTMENT MAR 9 *1990 • VICINITY MAP 8929 DATE JAN . 1990 JOB I 72 Q f� C OA STAL CONSTRUCTION SETBACK LINE N Bq'4G'20' E 700.00' 325.80' (n z Iz o O 14 N 17 1G 15 O 0 840.00' z I20.00' PT = 23+73.01 o 0 A = 07'40'00' � � I � .. R = 520.00' o VI I I z % /U T = 35.31' ' � L = 70.50' 0 G 70.45' < 31+3q_72 31+00 GB=N04'3q'52"W 30+00 - " 5 O NSq'4G'20"� 139.72' 23+27.76 I N W p 23+02.51 N I 840.00' O O Q a 20 0 I H� 1 1. AL . WORK AND MATERIALS SHALL CoM1'I.Y wl.'rll '1'111•: CITY OF JACKSONVILLE/ I,A'i'l{`;'I' n N �t" CITY OF ATI,ANTIC, BEACH STANDARDS ANI) SPF.CIFICA'1'LONS AN 110DIFIE) tll?RE-IN. 1. CONNECTION TO EXISTING WATER AND 5ANl'1'AItY `:IiWI?It ll'1'll.l'I'II?ti SMALL BE SC111?DUl.'D WITH AND HADK IINDI?It '1'111, S111'i?ItV I S I ON 01 C l'1'Y 01 A'I'I,AN'I'I(: III•:A(,11-1)1•:1'AR'I'MI•:N'I" of l'ISIII,IC til?ItVlla:); (I'll. Zhb-%7G[r), OBRmT' 21 Q0" C)O S. ALL, DLSTIIKISI?D AI(1?AS SHAM, ISE. SEEMED AND FIl1I.C111'D. ID 1� 4. NO "1'HF.1•: WI'I'll A '1'Itl1NK OF MOlth: '1'11AN SIX (6") IN(.III?h IN DIAMt:'1'I•'It SIIAt.I. ISN: o ROVED WITHOUT A PE.1011'r (SE(:' ION 23-111 ATI.AN'1'l(: III?ACII CITY ORDINANCE). 1B N N � S. 1'F:ItFt11tM AL1. (:I,GA1tLNC AND CI(IIIt1IINC, EXCAVATION, TILLING, ItACK-FII,LiNG AND + 1 0 GRADINC INDICATED ON '1'111. DRAWEN%;S AND Ali NI?(:KSSARY '1'0 ACCOMPLISH T11F. WORK. � > h ' W Q �Ji r,. h:X(:AVA"I'1:D NA'1'h:It1Al. 'r11A'1' fS !a)1'i"A 111,1? AS DI:1'I:ItNINI:U ItY AN F:NGIN1:LIt MAY HE / �1 Go V �j1 USED FOR PILLING AND RACK-FILLING. 011TA1N ADDI'I'IONAI, MATERIAI„ 1F v , Ld to Z1, NI:CESSANY, FROM ISORROW AREAS DESIGNATED AY AN F:NGINF.I?R. i UNSUI'I•ARLF MATERIAL IN PAV141E.N'1' SUIT-�CHADE SIIALI. ISI? KF.MUVI•at "1'0 A DEPTH OF J Z � VJ .,rr ,r rrr. r .rrr22 rn I nntr:F: (:I) FFa:"I' ISI?I,OW CI?N'1'h:ItL1Nl: (:I(ADh: AND 1.5 Fia?I' BEYOND EUC1 Uh' I'AVF.NIiN"r. �J k d(0'r, zo, VAUL;r \J-. RACKFII.I. WITH SUITAKLh: FIA'l'EltlAl.. M � � O0 F:X(:AVA'I'IUN LIKELY '1'0 DISLOCATE, Olt IMPAIR '1'111? S'i'I(I?NG'1'll OF O•I'IIh:K 0 S'1'ItU(;'1'1181:S ALItF.AUY IN 1'LA(:G SIIALI. ISE. ItpNl; ONLY Ar""I'I;It AUI{t)lIA'1'1: PROTECTION • r• rryrr IIAS RI{EN PROVIDED FOR '('lll? IN--('LACI': STI(I)C1, Z: �` D l\ 1 O 8. F:XIS'1"TNG U'1'Ii,l"rII:S SHOWN ON THESE. PIANS ARL APPROXIMATE.. ONLY. IT SIIALI. � � ~ � N (�� O Rh: rm-, CON"rl(AC'1'Olt's ItF.tl'ONS11S11.1'I'Y 'I'0 LOCATE AND VERIFY, !N "I'Iil: PIFa.I), 0z O - w O I"Ilr: Iloi(I%(1N'i'Ai. AND VERTICAL LOCATIONS AND I:I.1:VA"1"IONS 01° AIA, EXISTING ll l'l L 1l'1 h::;, WI11:'I'lli:1( SHOWN Olt NOT. N R � 9.23 CLEAR AND GltUlt '1'U Itl?MOVF. S'I'IIFII'S ROl)"I'S, 'I'Rh:F.:; VI?(:F:I'A'I'111N, ORGANIC MA'I"EItIAI. � � �'""' r� Q � AND O.1•IIVII ORti•1'ltll(:'I'ION:; '1'O THE WORK. GRUB OUT AI.1. TOOTS LARGER THAN 1/4 � n ', !N D I ANI:'I'i:It, FIn'1"t'I:D ItUD'1':;, AND 0'1'111:11 ORGAN I C .FtA'I'ICIt I A1. A'I' 1.1?AST 11" IIr:LOW n_ N N (rj' 1 TIIE Sl1ItIMat, WI.1.11IN •1.111: GRADING LIMI'T'S SIIOWN ON '1'111? DRAWINGS. � � O 2. G 25 N W = M 2. 4 r, �� CON'I'ItA(:'I'Olt :;IIAt.I. OLSI'USI•. OF AL1. 11(1?i•.!>, 11(10'1'5, !:'1'11111'1, III?ISKIS, I•:I'(:. , AS (D I I'AH'l' OF ITIS CON't'I(A(:"r. V J O v �J + + O 10. IT SIIALI. RI•: TIIF. CONTHAC'I'Olt'S RI•:SPONSIIIIIATY AND AT THE CONTRACTOR'S I?XPENSI; a lei. o W r0 I'Itit (. '1'111: CI"1'Y OF A'I"LAN'rlt: 111:ACII WI'I"II "AS-IS1111:1"" UItAWINGS ON FIYLAI( OF `o CONS'1'itllt:'rION IN FOIUI AS Ith:111111tP.D BY '1'lIi? CI"I'Y. I10 SI 0 11. AIA. WATER AND SEWER SERVICES AND VALVES SIIALI. ISI•: MARKED ON 'I"III: STREET (AIRR T BY FTCII1NG LNTO '1'111? CONCRETE- IF NO CURIIING IS AVAILA{II.E., A Two (2) IN Al •••L• � Q y 51111AI(l: MI:1'AI. TAC IS 'I'(1 ISI: NAll,l?II TO '1'111? STItl?I:1''S 1'AVI':PII':N'I' Atli) PAINTED AS ti SPE:CIFII•:D ON DI?S1(:N DRAWINGS. 12 �G112 �}1 Iz. nLI. LOTCORNERS SHALLIII; ►'HOI'EI( .Y HARM) s0 THAT u"rll.ITY COMPANY OH rrs W '' 0+45.00 IN ENGINEER CAN, UPON REGI?lPT OF "AS-111111:1"" DRAWINGS, VERIFY Till'" MARKED WATER + 0 55 71 {MER SERVICES AS TO LOCATION AND D1:1TI1. 10 00 11+00 n-' 12 CP �� IE 0 C-- 8127 05. N N 89'4G'20' F 0 176.30' X201-1 C7 ' �4 A = 08'19'15" 0 D R = 200.00' 0 0 tih T = 14.55' NO I L = 29.05' O'OC O 29.02' o G B-N85'3G'43 � W �o 0 r` • R40.00' luW W 2 3 4 ACCF-55 AV-6A 7 TeAGT A d J 390.22' N S9'4cD'20" E 5 " 750.00' WISE BEAGf� AGGE S S SHEET NUMBER 1/Aft 3 1 J H N LL JOB NUMBER p i:M.hww.w 0 o 2S o p � V1 �`• Q A M N RAD. PT 23+73.01 LT 30' lu J 14 Amel� O 08 VPI STA 30+8�5 lO. INT. STA 30+DO ti EL - 9.80• STA 23+27.76• ,:. •.• •I ' . •: . . • . . . • . • . • . 0 AREA 1 q.70 148 1�4 24 Z0: 17 : 5 = 12 16 18 I - 22 14: LL 1 SCJ _ . 10 p 14 1O : Q Q rr - Co0 :14 4 1 12 10 1 . 25 acres 022' I ; 1 16 0 MIAMI CURB + GUI TER 00 O : = : ' : : : : (EXCEPT A5 NOT D) ` °,• h 10' O : Piz l2 �,E/-1 M . : 13 q 35 = q.50 Z -Z x6 TOP WHALER 2x6 DECKING h--•I 31+31.72 : 0:30`�r o O� 537 : rn ' LOSTA 22+02.4: - 2x6x10' JOIST 2' O.C. D " - p q0 = EL: -- q.84 2 G I~: UNE L : TOP ELEV. 10.50 IC C �Pao�T Q ° W QJJR5 INLET•#�2 ELEV 10,0E 45 �5 •1•2G1ATE•.= 9.4. G.7C5 q;20 : : . . : . . : �x�xi8" sc.ag[(3oTN sa�s? � ^�SUPFOU 4XIZ* Aril - : 2-2x6 WHALER �... cS�� r �IQ sr4r)` RAD. PT. STA." = - 20 2' . ... E 4xiZ BEAM - ES ^�FASTEN Wl ZO d 31•+39.72 LT. 2.0 ' : V S 2-1+83'* : O.C. to' o. c. I I F-� _ MANHOLE #3A PI TAHOT DIPPED NAILS EL. 9.8 TOP - 11.1 3 1� : EL. q.: 8 �•y QQ !- 4x6 BOTTOM 2x8x8' (RIBBINGS W INV. = G.37�CE) : ' WHALER �j 4.8OCS7 o _ � �h� SLl(�P0;2 7�' ¢4 - 11 FILTER CLOTH u : (TYPAR OR EQUAL) C, I., #1 : : : : = : BOTTOM ELEV. 4.7t a' r GRATE = 9 OD 112 LF 15" REP G.I. #3 O INV. - 4.q5 0.227_ : GRATE - 9.4.4 x : 1/2" GALV. BOLT co IV. - 6.G0 Q' _ � o : o .. � .- •: . �-. -•. '- •-•• •. •••. '-• ,' QB,. T c P x 12' PILE E ([� OUT FALL 'S 10 4 LF 15"- RCP 5 0.27. • : .mm mmm Q.•.5 9 . acre :1 = to s Q W = = DETENTION VAULT PILES AND CRIBBING 'E' INLET 1 : : : : : : : -• : : TO BE P.T. 0.80 GCA BULKHEAD a BULKHEAD GRATE = 9.003 = :O: : :I SCALE t 1" - 2.5` ALL OTHER LUMBER -� _ IIS/. 4.70 1b INV. y 4.7 Z4. LF 15" GP S O.gZ7. TO BE P.T. 0.25 GGA v WEIR 8.05(.3 1,5 �,CL N INV. = G.3 0: es,..T . O Lig 15" RCP A I s0 o O BOT. - 4.0© : : _ 1 z s' r cC, 1 �: : 3� =1 _ . : ; : E:P 1- Z `►' 32 LF 24"I KCr - - 221 1 Lij 34 2 3 ° ► Q Q. s = 0.31Y. : DETEN ON.:VAULT.--'* 1 : : 28 w TOP-10.5 H.W =8 V9 W=8.0"� 1D © 4: 26 4• : : --� (� L.W.=4.70 B YTOM=4.7* N = ! 24 '22" . 12 1$ 1 1iD Q : • : . . • : • : : - .- 1 •. ono MI^s AREA 6 AREA 3 :MI .0( SUR$ :+ :GUTTER : g'nx. `-•/ Z V (n 0 INV = G. �: LKHEAD 3 37. CEX�GfiP .NOTED : : � W x. 40 acre � � � M ¢ . 0. 2 acres --- : . : . : : . 2-G 25 24 Ln MES G B INLET #5 r] 3 Q rOi VPI STA 10+65 GRATE = 8.90 112 LF. 15"�RG G �. t�c a W 5 INV = G.10--,, L. 9.30 Ip INV. 5.85CS) S = 0.227 AREA 5 INT. STA 1 w� : : ; : = : : b, aB o 4.g5CN3 0. 40 acres -- u`P U _ x 12+61.12 Z®;0: . ° v 20+45.00 1 7° ' Est CONFLICT MANHOLE EL. 13.00 r G"x18" HEADER GUR6 « S ` z5' O TOP = q.3 INV. = 5.q0 3y cv� S enc K z"8 P - o V.G. 5G LF 18" RCP 20' • .. pp/a b : : RAV••ST 0-a bo 5 = 0.197. IL .45'�x = 0.337. : 8• : : EL•' =• 14, IV GRADS .1 t,� A Ia LF 15" RCP S - 0.507_ SINE `�. v :. O.P./ o IG-30: r STA. 9 1 1Ca G ' . .' ::: : .' : �• w EL.- 10.8* 1O Q : •I' P AREA 4 `�" �� :•�. IN7. 1 CURB INLET: 44 3O : C) �� p 0 3O , '�• M--I MI'S GRATE - 8;CI0 5 acres �� o NV - 6.00 STA 10+Q0 r D • .- :. E"i , u°C► EL. 10:24 ". .. INV. 5.95•: 2G 24 ►d.t 3.42. a • �1 o : :22 : . ag % o : TRACT' A • 5. ' C] : EL. 9.80 :20 = • . ' �� , D 20 ' ---t••- 6 1� 14 1"2 ` ............... . xa MAR 2 9 SHEET NUMBER ....... AAll o _ ....... +•M•+ .......... .................... I LL ul Joe, HUM ER ul0 r 0 a NJ 0 : $: Z Z W I 0 3 �l U � W � W CC LU Q� © � Off' U � O • 0 W • CITY OF ATLANTIC BEACH _ Q4 'PI� _ •_ . __ PAVING AND DRAINAGE NOTES:Q l . THE C'ONTRAC'TOR SHALL BE IU'SPONS I BLE FOIL LOCAT I N(; n:r11) I'kOTE:C'1't N(; E x EI';;' 1 ^;(: I —~ - � .S _ //•S !/ S ' _ �� 8•S - L'TILIT'IE;5 AND S"1'RUC1'URES IINT11, ALI, CO"d3'1'Ki'1'".'IO^; 1:: (:Ot11'LE;'lE:. 1IiE: SECTION B SECTION D D CON'T'RACTOR SHALL REPA,I: OK PAY FOR ALT. IIAMA(;1::; MADE. TO f::.I S'I'1 NC J'AC I L I T I E•:S - AND STRUCTURES. B I: /o ' to /.s ' ?. ALL UNDERGROUND UTILI'['IE:S MI!;;'!• BE I.N;ITAI.f,I•:D PRIOR TO PREPARATION OI 52, ry `• 2" I- all UBGRADE:- I _ _ I I 3. ALL EXCAVA'T'ION SHALL BE DONE, IN A MANNER TO ^11 N I M f:,J' l+'A!'FK '!'i KR I D I TY A':I) A A \ (� "ASP�IALTiG Co/vC. POI,LIJTION. THE CONTRACTOR SHALI, ISE: kEf"POETS I !il,E. �' C N !'Olt Til': i E{1':l'f•:,: , I i)?: , O TYP :S E -3 1,500 4,43. CON I'ROI, AND ABATEMENT O1' EROSION ANI) WATE:It 1'OI.1,11'I'I C)N IN ACCOk,)AN(:E: l.'1 1 !I � Z � ` �vBgArcD CHAT'"i EK 17-3, FLORIDA ADMINISTHATi%'F COIIE:. 00 0 r'( C ra 0 2 �6-v2. LUUU W MAX 4. nLl, DRAINAGE S'('KUC'I'i:KE:S SI{ALI, 111? CONS'1'kUC"['ISI> 'I'O CUNI'OitM h11'fll '1•`rl'(CAi, �, � � ` 3/(rYv) - � SEC'T'IONS AND DE'T'AILS SHOWN ON THE DKAWI.N(;S. nou � p 40 17 ^OII � >�tr LIcz,. " r M/'�M/ 5. THE OWNEK SHALL EMPLOY A `T'ES'TING LABORATORY TO TE::;T (;OMPACT[ON OI- FILL �1 01128 _ I11 q�[ BACKFILL, SUBGRADE AND BASE. PAYMENT FOR ALL TESTS Iti i I.I. iil': !iY THE OWNE:I:. 00 Q _ - • CEXCEP� '�S ONE 'T'ES'T SHALI, 13 E; F1ADL•' IN ACCORDANCE WI"fll AS:;Ii'1'O 'I' l;i'' FOR E:i1(;H (.L.ASS OF /JOT-ED 0/J �Uy/•/) 0 0 0 F1A'1'EKIAC.. IN-PLACE 'tip' TESTS�•• ;� . � :�• •�� 17 0 �0 DE.. ., ..,. . ,, : .• ... ., • , �• . 000 I 1 1 L.,1 S :;HAI... ,.1. MA:)L' ,1,, rl}. .,Uhh E RO(.LE.,,..L,, . Cv "COMP /MEiPOC,t� PASL'~ APPROXIMATELY EVERY -fop C. 'i. OF FILE, i1ri;, BACKFI Lf, SHALL BE: TES'TEI' . PRIME COAT M/M. Z-6-,e. 75, /00°� MAX. DEn/S. A1'PKOXIFIATF.LY EVk;RX 500 S. 1". pi' SUBCRAUE: AND BAS!: tiIIALI. Eil: 'IE;S'I'1:, . 0 00 } 00 • 0 TO T i o l 6. PAVEMENT SHALL I3I; SAW-CUT AND KE:PAIKED PER Ci"I'1' OP ,JAC:KSONV11,1.1': S"1'ANUI,ItD � L) I-I/2�^-I � �}I a ' /Z"COAVSrRUCrED SUB-BASE M/n/. L.SR 40 FOIA Z4'PVM7" PAVING REPAIR DE"I'AII.S. B 26" 2611 O L B,e 30 FOR 2O' PVMT. MAX PL A S TIC INDEX OF �, r 5 2" Z 7. EXISTING CONCRETE DRIVEWAYS SHALL IlF SAW-CUT AS REQUIRED DUR I N(; CON RUCTION " •7 266" COMP. TO -76 % MAX UEA./S/TY AAS97.0 T- /80 AND RECONSTRUCTED TO EXISTING CONDI'T'ION OR BE'TTE'Rde .' A - A' N1 11 il 111111110-111,11 1111 lffl[[�L ZO' PAVING SECTION AIOAJ- TRAFFIC 6JZA'rE rKAFF/G GRATE W (Z4DG�s S) (3&0 �J L� 4 J _ _ — 1 / I Q U) _ - -- -- -• - - ._ . D J W I t 2B'/g Iq r '/A W 1 r a 1173 45 z ,gVa,L {- _ 7�8,. /S�8" '171•� \ /�" TABLE OF DIMENSIONS r � /Scn�./i] " 4 �718ZB RCP/CMP A /� /// f L¢ LL a 0 N , �h. a \ t 1 -F,2AME G•PATE _ a PAVGME4_r F' !/r N IS"-IB" 2'- 3" 2' -0' 6" a 1/2" 4' 1' - 6" I' 7'• u _u_�1 MO,k°rA,� y (\ _J1_L• 4•w 11- �'E.47- „ I:cb Z„ NJARTAR sY 040GBSf 3 25�b Z'/ SEAT I 24" 2'-10" 2'- 7' 6" 5 ,/2" 4 I/Z' I I' -11" 2 - I" v S �L3' BRIG BP/C e 30 3- 4" S-2" 6" 5 1/2' a 1/2" ? -5' 2' - +4, 60 J-rlA,/U0US SrORM INE er rR,4j'�'/C 4,ewrs Cmz//ea9 lelo.1 F. c M C ueB 11yL e r� wl rN d eA rc �` FRA n4� ��� � �'/�� RCP/CMP H J K L M N ( ) V C�.rrf./ Gurr�,e �I � V1 •.rr� wrwiw.w.. rrrrrrIS"•IB" 2.-6" 2'-O" 6" 4' 6'-13' 6' - 10 l2' r•' (•� Q P' ` i ,rmnnwnumnrnYrnn.u.Wnr.•rrrr.r.rA C s N ,... - - 24" 3' . 4' 3' - d' 6 4" 10'-0" 10'- 3 5/9" r • O 30' 3.-a' 31- a 6„ a" 11, - 4' I I'_ 1/a" a C rn W ' `0 1 'V •m > rm 3'VJC-I lZ I Z (� 0 t0 / h CO O r MANN0�G 6AIATf= --e 0,166 /.vGEr K W N s o LL -raplceAmEFRAME e N U. PE,Q C O L/ STD. ' rax s6�e% c/,vE: � •' a r .- M.._._ .-_..._. .�-•.� � L � G /e 7c7 -10 90' o" z'/a S1IJE VEIN ... TOP OF CURB I 3a" I TO E ,OF ROAD Y _53,j 53.1 — • ' 5 14 CUPB /�t/L�T CC/,2B /Pan/ > 4 E r"EXISTING GRADE EX/ST/NG CURB EL-9.00 .DLL EXPOSED ylr Coen/E,eS FcAME Parte p a 3I4'"CAlgMF R a; EDGES Yo BE p ' - �, , v A B k!E(r- 8_0s CA/AMF&,C60 3CO �4" �n�o,�rA� F 6 p.•' { N ( SEAT SU/T49LE FILL 0 COMPACTED /N I2" 1 / o /(LAYERS TO .N:ET FILTER MATERIAL: SEE PAR. , PGA/U SECT/ON 200./3 201.5.2 CITY STO. SPECS. - Of THE CURRENT• C :' • CITY STANDARD s r '!I ,3/' �• $��C� /2"O.C. 8.lt/. +• I•� {r_�n TOP V16W A E Ir -J .�; 11.1 /. c .10 I► •'p I• •,� P . �U c�e. �� g" i. I, GRo[/T, dR'KAM-Alfe' �+ c� s Q y J �I I. y •p W i Joi/vrs AS PEca'D. s 3.0., 5 ui N o $YNT.METIC f/LTER FABRIC Q s , •' ~ I ; : o� .• , 4 / "o.c. �. •� . q 000 A0s./. c COMCRE TE 4 DOO P. S.! FILTER MATERIAL vt ("TYPAR"OR EOUALI I, �' J ' 4 -0 I I •" GL• -• . ASC. 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