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2007 Turtle Grove Construction Plans
FOR SECTION 26, TOWNSHIP 31 S, RANGE 38 E INDIAN RIV :�Z COUNIII"Y, FLORID/I LOCATION MAP, SITE DATA DRAWING INDEX - DESCRIPTION SHEET r> = SHEET ----- °�° -- OWNER ze a .m 0 a . a s .F'a m ' •I n u ,o a _Y '� a s+ccs *` m WAYNE KOZLOWSKI 75 MERRILL COURT —- BRISTOL, CT. 03010 1 COVER SHEET n e ` (860) 302-8645 �� 2 EXISTING SITE CONDITIONS & SOIL BORINGS PLAN R7, SCHULKE, BITTLE AND STODDARD, L.L.C.PPLICANT: 3 KEY SHEET - 77, wu • ; - �, � � � �� �`.,._-- ,•, 1717 INDIAN RIVER BLVD, SUITE 301 VERO BEACH, FL 32960 4-6 PRELIMINARY PLAT PLAN �a l (772) 770-9622 - 7 9 PAVING, GRADING & UTILITY PLAN "(NEER: SCHULKE, BITTLE AND STODDARD, L.L.C. 10 OFFSITE FORCEMAIN EXTENSION ENG ftwnr 1717 INDIAN RIVER BLVD, SUITE 301 11a -11d MISCELLANEOUS DETAILS VERO BEACH, FL 32960 4 12a -12c TYPICAL SECTIONS /WETLAND SECTIONS /PROFILES TE E°i(772) 770-9622 i�i z �,�,,Ie_ gLKCAyf sEe n N Gnq s r n SURVEYOR: TAYLOR LAND SURVEYING CO. 13 SEDIMENT &EROSION CONTROL NOTES &DETAILS & UTILITY DETAIL SHEET s SraasrraN Rlvp,R 1430 21ST STREET 14 IRC -afiat ae k �9 do VERO BEACH, FL 32960 � wan Lo (772) 569-9603 15 IRC WATER DETAIL SHEET g6 320011" s.ae ne �o �,� SITE LOCATION: 18 AC. LOCATED ON THE WEST SIDE OF LACONIA STREET, 16 IRC SEWER DETAIL SHEET . ^... �9f� \ a0O0 s'� 0.1e ac SOUTH OF GLADIOLA AVENUE 1130aco '� 06 17 IRC PUBLIC LIFT STATION DETAIL SHEET IMT "o $ oo2 63' �;s��� PROJECT LOCATION: SECTION 26, TOWNSHIP 31 S, RANGE 38 E A- �\ L-1 LANDSCAPE PLAN ITAX I.D. NO'S: 31-38-26-00000-1000-00003.1 ATTACHED AERIAL SURVEY MITIGATION PLAN (BIOTECH)- ON 8 1/2" x 11" PAPER � LEGAL DESCRIPTION \ THAT PART OF SOUTHEAST 1/4 OF NORTHEAST 1/4 OF SECTION 26, LYING NOR--- AND EAST OF FOLLOW DESCRIBED LANDS; BEING AN EASEMENT AND RIGHT OF WAY 200 FEET IN WIDTH ACROSS SOUTHEAST 1/4 OF NORTHEAST 1/4 OF SECTION 26, BEING 100 FEET ON EACH SIDE OF FOLLOW DESCRIBED BASE LINE AS IN OFFICIAL RECORD BOOK 194, PAGE 415, BEGINNING A— SOUTH EAS— CORNER OF NORTHEAST 1/4 OF AFORESAID SECTION 26, RUN NORTH 41'42'15" WEST 610 FEET„ THENCE NORTH 53'52'05" WEST 600 FEET, THENCE NORTH 73'42'05" WEST 377.52 FEET, THENCE N 53'50'05" WEST 92.13 FEET TO A POINT ON WEST BOUNDARY AND 347 FEET SOUTH OF NORTHWEST CORNER OF AFORESAID SOUTHEAST 1/4 OF NORTHEAST 1/4 OF SECTION 26 PER CITY OF SEBASTIAN ORDINANCE 92-06., NOW LYING IN INDIAN RNER COUNTY, FLORIDA. ITTLE& L.L.C. CHUL�E CIVIL & STRUC TURA L E= N('--7" I NEER/NG • -AND PLANNING • EN VI RONME-N TAL PERMITTING CL---RTIFICAT = AL-HORIZ," 0.: OOC X68 ENGINEER CER IC 10i = LVD. SUITE 201 VERO BEACH, FLORIDA 32960 ��? 1717 INDIAN RIVER B ELATE ��,JOSE�H W.�SCHUL ,E, P.F REG. 11�� 47048 396 TEL 772 / 770-9622 FAX 772 / 770-9496 EMAIL info@sbsengineers.Vom ❑ JODAH B. TTLF, E. REG. 57605 ❑ WILLIAM P. STOUDA ?, PhD., P.E. REG. No 57605 i 9 v Y n D V 7 0 C3 J Q) 0 N i U Q N 3 O N O J O D I D 0 0 ro C 3 I U 0 0 Y 3 0 N 0 Y O 7 I d D 11 9 CQ 1 BLOCK 339, E_ e� SEBASTIAN HIGHLANDS UNIT 13 x 40. 1W.00� PB 7, PG 82 3 sr re, h NW CORER OF� K C@ s•It•4i■Mr x x w - LJ W Siff~9 U F x THE NE ! 4 E / aanzm nm �am IR/ PFD B2 a� e +� .' �1 • , • , NORTH,OBINE OF TH��t 1�4 �0- B� CM FD PLS #2391 W ' .�� W , , . e �` . • B3 E' i 0 ID ( NE CORNER OF W �` C + ' \-,'– THE NE 1/4 UNPLATTED co ++� g. • x .. , 4% O CQ toil ew Or Z C4 • Ef or 4 GO` pq to 419 IR/CAP S-% 'i` :�' PLS #5243 �, 4 d"A5 flr ,, A4 all.+ WITNESS �' �''�` � il ee GWGW or or ♦ W / '' tJ�' C,1. Ise �• � •• . • C.�.' a z _ PER PLAT Sr'j Ip ' •+ SUBJECT Qr 4 • �O�' I (CAP FD .' ,+,� suaaEc� ale�RT1 ESt C3' • . • a E_ PGS #2391 �•�'' or w S�° —\ + BI,P1,PH1,PV1 ' • a` 4'' , • •, o fir` N d a .�.��. T sM KELLER, SCHLEICHER P,q a � c C41+I;.L� AM EV G,tv ERI. G N AND TESTING, I - INC, GXrB-t s dtS , Fl 32 aat.d z s � sr. E.D.: 5443 F fJ 4 6b8 t 92 r�`,Cw tSti J &<5�f47 Pd�^y Y3 3 c8 @r'tk+ Da F,e c€ aor.S.iLY. T;tsz zi >A, 1C1., GOGatinr:: y. z$its Lx.a t Indian L ca f .a 'Depth B. o t/ ..p- _-______--_ - 3 -ark Cray Send i--�_�-______y____ _q_ __.-------_________,_____ Clayec S—d «S . 10 -�- lA ---------- ---"-------_.-------" 4--------'-------- rrayi h Brown sand 70 - z -1s- ..yq_ -------- _.-.___-_... .. .• _.,__ t,0 -ax 'Table: 80' be'_o., ,xs 8t �a ,zarJm Tota 3 KSM 4v214 -2L ° -$ C* p•* oil p r 3 2' +19 or / P 91 'j3• ,� N � a> ,*` •400 e`' o`• or�,3.4 VV •+mow 4 '07 5 •8 B 4 2 tw e 377 5Z, s¢► \,� Q. �,� <D� ♦ate " + � - ch p • • c6 o• qs,� �, ♦�,�� e+,4p m SEBASTIAN HIGHLANDS UNIT 11 ,S K PB 7, PG 56 �., " cx ,+ 0h� ,��i� • ,�• • • ;"� H • • ' . �`• .. ♦� �� �, ° AG s�g�0' �'q 4 Qr ; �►' QrC A2 4 �O �I c�° sT tided • •�' �' �! e ' -4 • al \ X00• ��I' •-+ o \ (SIJ \ Al W CAP FDIs pe• ,h* Z 06 P #2391 ♦,f 1bQW �j 9 O 4k ® * . UNPLATTED a NOT INCLUDED • >Db'i ,947iti1� mvp%un„ti s t7� fi ♦ * AD .tf l� �� •' ' d _ NT FD NO ID s\tea, CM FD °t t NO ID � M BICE 364 �SEMA�TIAN =ADS , a, max•' X"Im UNIT II T, J / CAP � '� "DRAINAGE R/W '• �, PLS #2�– f� co •� .. �d � SW CORNER OF THE N�ww ELKCANI WATERWAY NE 1/4 SECTION 26-31-38 S 89055'36” W 1327.46' CM FDS SOUTH LINE OF THE NE 1/4 NO ID SOUTHEAST CORNER OF THE NORTHEAST 1/4 OF SECTION 26-31-38 POINT OF BEGINNING CENTERLINE KSM KELLER, SCHLEICHER 6 MBCWILLIAM ENGINEERING AND T P^ N TESTI. G, INC. KELLER. 5CHLE CHER E vtac'NILLWO ENG NEER JG AND TESTING, INC, BEA( 78.137?. E.3r •-"Ir'tA.,' L 3J.3� 8-.3, a,'ir. , is - S�.V^TLYu, e9"g7&3377 ua-,:a� t>: E,2:Sip 3eAfl.N 7 g. at 7 tr3-x F}e..ssp t :.�y.�VF. R2 ,7_y -848F c; c vv '.:1a.lian: r L6Catax: 1?t Acres Si to to t Section. 26-31-38 s. _. ,v: , Laconia strep€ mart Side) a Sebas•f a� irCLy Ri:ez - .v,. Florid - S A-9, See x[ta_,>ed ,.aan._c^ P_an -. R. 7GP'_'N Strata "-- i'•61q CESCt2iFTY:;PI 0- T?, 'U '.:. .. ., IN l717 FF'Tfi-:J a'te,P-.DSNGs and r„ 'I .;;ts --- .. - 2c^ GreYiah z',rovr. Sand with 3zoots -I- -?- --------------_ -2- <C- - Ij'• Gq 4iak'IS:3 $iJNn ------------- -,4 CIayed Sand --- v ------------------- and -g- - C=ray b31ty Sand -4- 34 Tit:, 5F.e11 and Ro^k .- -3- __ _.. _-__ ______......___-_--_- -�- -------- - - ----- ----------- ------------ r 5d" ._.. _.. ■ate>c SaUt 62' Belo Pxxsting GT'r: ... ... ?Ob 1: SSM 44214-Sa Table K S �'VI ISM I�SIl�1 KS�1I KELLER, SCHLEICHER ti ?�aCWILLIAPA ENGINEERING AND KEL(.ER, SCHLEICHER & MacWItL1P.M ENGINE c TESTING, INL'. ENGINEERING AND T�ST:NG, INC. R0, BOX ,J3-'?�.7 mac; i - _ RG. X .. , aE,.,. ._ t1,3h, FL,' �J 78.1377, SE3A5TiAN, R_32978 -1377- C r >, s, , t�" 5-"'4e5 1t kT' �PYe' :,29 76887179 E.S:5�3 PhW •46.75 :,E;'tBGURLE �j P68.4� r<a 2�a 3d2s s2 L.,vtE. 719 - bate Cr 9rri,^,q: rr-tx 25, ?;11:7 Cate of Bcrirg: April 21, �_>r< licrat ic:tt .8t A z'v i-_- Location: 29� Acres 3_te Sect ci z 3.: s Sec£_er, 25-31-;6 F ^nk ..P 7 :+a V' � S're=t ;zest Side; .ace a :;ebasr Ian t Y^,ni s;.n River Cevaty, Florlde A -A, Se= Attached Location . n b'P'> P.tt :E. '_?\ �.. •.--- YwPTFs --------------------------------------------- 1-11 -rn Yt`7 FEET D`1'. :4 ,vE.,y>;J;y, Ci<_, IN ";•E.z,1' 17 ap=••-�C%..T h 0,. 44` ,rr} S:srci with k,e.,: toots � Roots -`- �4 _q_. ___...__ Gar;: 9r:axn card _ .ti.'i Edi L " a t :: Brri4)r Ss:::3 -3- A . 8q.. -------------------------------- 4'. - - Grayish Brea----- •.- 44 L?aged Sand --------------------- ._ter 2.=.l o•.a €x--a[sa; Grade _c.. �. ....>„ x,.973.4 --•_ A-3 A-4 --------------- OF EASEMENT &RIGHT OF WAY --------- 74e, B-1 TEST IN Q tNC, !1 t,� 1 $EBR,SiUSd'rg2i S4ie0?91 KELLER, SC' ;+ NLEIC - HCR ' d M1,1aC. t JILLtAA E N I P.O - G €JEER AND -r c E�1 N G .BO � z .INCA X.7tr,3 h 29 f5 37' INC E.B'::�3 7.s, ><m;,y t, n75-7<es -E1'i732. a r3itt<�hE'-zl 7�5 ease Date of 5or:ng: A=il r=, :i'.,G+i w $..3 G L'd $ ro-et oweFt .i µaE a gar a e� f4kevt .>rJet as as Rz er or+ a B -+Jr .e Jq.=ixCh£G. .C:.,.3 iv., 1,1 •• sr DeRth i1 Ft .e SCr1Gt .J of Soii Bl 4{ C SJ'1'•:7 a• Jalae -0- Gra}• .L -1- 3 a� -,_ Lark 8roun Sand C.xayieh 8ro;,>n C eyed arc.; 7 t 7 Dark Gxaj r. Gro«r. .and y_»___ ._________- 4 _11_ m _12_ _lg_ a YJaiar aC. ?elm .;x.gtx -, Grr_. 4�_ Z 0 Z + 4070M CERMcAnON JOSEPH W. SCHULKE FL. REG. 47048 ❑ JODAH BI FL --------------- OF EASEMENT &RIGHT OF WAY --------- 74e, B-1 TEST IN Q tNC, !1 t,� 1 $EBR,SiUSd'rg2i S4ie0?91 KELLER, SC' ;+ NLEIC - HCR ' d M1,1aC. t JILLtAA E N I P.O - G €JEER AND -r c E�1 N G .BO � z .INCA X.7tr,3 h 29 f5 37' INC E.B'::�3 7.s, ><m;,y t, n75-7<es -E1'i732. a r3itt<�hE'-zl 7�5 ease Date of 5or:ng: A=il r=, :i'.,G+i w $..3 G L'd $ ro-et oweFt .i µaE a gar a e� f4kevt .>rJet as as Rz er or+ a B -+Jr .e Jq.=ixCh£G. .C:.,.3 iv., 1,1 •• sr DeRth i1 Ft .e SCr1Gt .J of Soii Bl 4{ C SJ'1'•:7 a• Jalae -0- Gra}• .L -1- 3 a� -,_ Lark 8roun Sand C.xayieh 8ro;,>n C eyed arc.; 7 t 7 Dark Gxaj r. Gro«r. .and y_»___ ._________- 4 _11_ m _12_ _lg_ a YJaiar aC. ?elm .;x.gtx -, Grr_. 4�_ B-4 h S 112 KELLER„ CHL ? t E. CHER ER 8 . h7 CP F a JILL! P Ara ENGINEERING I� ERING n TESTING, AND ,E PIC, aT .E IPiG I^ 0X78.1377, EE�STI�Ay, f=L??978-'37 t7a.anN;:�z a,dC. E.D.: PSfxt P1t�1 lEA.;}i :E t37S 7aa5 u,'EIB;:,t»TitaE (SZtt Iso sasa Ph 2 „f*g L@U ST. Ui"!;1 avzE oe RES,. 24, 293d CLIENT fiayr.2 i€aLloxsk LOCATIO:a 18#Acres Si -ca r .'t 2c -3L .iE Z,a c.nia 5+.:: es>c iwasr. i=int 3aba5t.:an r+-�: River C.ur:tr'; Florida _ I, .:ee +ttac::ed ..DCati;�n '�n_., STARTING YCLUPF� #t�'B.k; _ wP1CYNC ZOLLME ;:Yaij r 2� TOTAY, ti.^sLSIcfE; f35Y- :4 :'r3TAL ELAPSED T::>5.; °. lj 1 Average low Rate ignrsl - ..4 Diamete. � Yr ;t- +ole � 1.��€•::F Depth to ?a r Tx.v AN n EC E-tc',ea Depth of Test = , x ,rhes K � HYDP,A,iGC C©C7:`.;EC'ClVI^;§' ICES/Sg-%"C, - FT_ n!;:1D3 = 3.61 X E -d KELLER, SCHLEICHER & 'acWt! LIA?a ENGINEERING ,n,NL 7ESTlida�, INC,ItdG, R0. E3fJX7&-t3 r, SEa.t>T�a:J,..,.,,:g75 7377 E.i3.: 5?713 P?>,Ltf F ' i i ,/:. t „ L.�';.ek'Y i, � r J J •" .. 2, •r.,li-..,&ie : 7 4 tZ. G�27 Hy 9?30 Date �^�ii <,i, J•1 L �;�r.: 1 g r t Sec" --n 7 g iT A 2, 5a. .__aa -_.a ... ,�,.,,..= Ria:. LSP' N 2 a .Pt C �. RS t Gg 61 sa " L:ar;e Bre±vr 5aa:d -------- "'able «" „cioa Bxa 'r r g �IuZ 4. !:+.ISI '342,-4-2a Em A-1 A-5 P-1 .K S M KSAI , :::b KELLER, R > SChtLEi CHER aCWi M LLIA ENGINEERING RING AND TESTI, EsrI .D. NG I BOX r'fP-1'=7-' � �,INC, 7,RtJ F 12978-1377 i1 tf rNX J97 7 ?: cEi'1.a5C4ah P 854-b7F2 E3.; 6G4'd :>a.( 18C,iC {E 7 (ti5.7'<45 hr 9D:?FNp }.,2 •�.-E,1� rat, ,2`, b39@aeLS S..:tI;JE#r2tfl2it'�s?s LOca'�.isr;a dE a „e, .Si.A Lsi UElA3 -Street 3€ % Ld i Las c Ti a+ r. vez co"t_4. c iia B-6, A A"`.aaaes �.-Csti� s71 sr D¢:ptif it; g. Desoxiptioo .... r -- la_ --fl- Gray 5acfl w.utr~ RwCtS .. _g_ I Cr.dYi sn hr.wx- tkaysd ,iar r3 v Y_ `5- z SD- E 17R 1 -------------- WAtel .r -:e KELLER, SCHLEICHER GN- C R R h1 >; to ILLIAPI ENGINEERING AND TESTING, !NG z .INC, P0,n r $t7X r C 9 37 C: Rte T.A.d •, > L as' 32978-137 Y. 2 z = r,s E.B..$1,WS">kLtt'? SERI,E41[Z,f3,7llP�lEli29 �•8L8d Date :t un; -i sg-. rp..eL <:.q, d..n4 1+ccaki.ni lii Ac ea a o Seb, an Depth In a't Cee rZfls or, hf o ? a ,n, f'd1r- -D' r'zekznt r. r.,�lac 5„nc, with t..av 4sn '3: oar a r+.i and r_aY C avhr Sana srit?s -4 aid Pock - 'x s_.ox:, eanfl _gOW _1q- 4 ----- Water r_,a 1e ne_..a fix:�t..a g :,eer3-. Jcl, ;; :<SH a q: B-5 KSM KELLE R SCHLEICHER ICH E R & irEdC WILL[ A tvt a N Gth r EER( Pa. $ x D o. r,, .,, TESTING, 73 3 47 T E'3A,C Yifi:,,n:><3c2T3-J3T sqC INC. >++..o�i>289 2u'1H ORAfi6PX PER'dEA81LITY - CONSTANT &i -".AA METEOD (AS>£DATE OF x 2434) L`7C:AT.DtA 1E1 Site S or e i ^sE a -a et .rFrrs z, e. Z,abastien Sr i,an Fi ct o_I t P6 t - a_.a a o.,,.,i r R:tas SAMkLE LF:&CAF.IL'N C.z.t Eancl Di;PT.H e erx,, _uy,L LOC I%tJ -" +Sample 'ia;can 4'3erisoa$ailyj w.Tic l`h Ci` 1d8T, h OPdG .,@r,a:3 ..'- F11- ,EH_..CF7w5 - L:T.rii-IST R o... 'rM Fs.5 n ..C9"rS KuArai Y OF ,L w = aD>SG r lCa'as TIME YPJ 1satRL '7Y TEST � 1. NSA �$ i1sxEariPac.p THE ��:Pd�LE _ .lfE ?i t >S 'NUM trJq rP..:RE E�. TRErCEE'P,:.-FPFr Cs Pp'itP csi til; _' 31.0 U'E'ETJ'DBaY PH -1 S M KSM 3t. KELLER, R 5 f CHLElC n NE R £. Rr. arLl, ILLIAI ,rt ENGINEERING NG A hi0 TESTING R N p. G INC 80X78 •t 377 REPAST , . EE�AiuP.. IAPB, 1`..32876-1877 ^Aa,2Fl4 fr � 3,fy.:,5. a"Et3ao ,ptS EB.: %b('ER! 5c55 41-,2�2 AEg71c1'a4-+-�k 177) 424.9LW Date of Ecr: rg; Rpril 24. T304 bocat:.on: lri a zee 1 e c>1 2n 3Y, 9 : Lm oaia Street rs. C ids cb st 9.^: n ear 72l. ;:r County ilera:sci B-6, aee Attached -.L atlbn Fxdri Depth in 1'C.. bes ran io^ of co:; 5 in, 'valva -B- Cray Sand ar9. _ti Roots ......._..._........ .,..�._... _..____�. ......�._ -Y 1 - t D3.L}: BrownSan15 d>..4� ..-...._.... .y_ ' ray# h $ r•4.n G1}E'd' tum o Graz+ aP Brown ..a.l.i ----------------------------- b id -14 S Satan ------------ Table.! Sfr' del nx ?':eis._,ay Gran-3 «.x # =t>=r. dna_:-sl, KELLER, SCHLEICHER ER & M9 cWIL LlAr•a i ENGINEERING GAD TEST IN Q tNC, RC5 _,37 $LIX t $ . 7 SE: � � �A._¢ r 325.8 Pa4Rry n� r. 5 E9. $EBR,SiUSd'rg2i S4ie0?91 M F, G,F Sa,.Tn1B RAEJ..22R liD)$'�e7 69-ICi@8 Date of Bo .rc> AL-._ 'd a_.tin: r{a 'res z w $..3 G L'd $ ro-et oweFt .i µaE $ra ria ardaatr 321ses L u;?s`p e3 ward !3-3, See n_,ac,t;.0 7n ai on Plan LtepYh xt_e asC Sia Ft. sr O /O/>�// Z a� O w m LTJ aC. ?elm .;x.gtx -, Grr_. 4�_ B-5 KSM KELLE R SCHLEICHER ICH E R & irEdC WILL[ A tvt a N Gth r EER( Pa. $ x D o. r,, .,, TESTING, 73 3 47 T E'3A,C Yifi:,,n:><3c2T3-J3T sqC INC. >++..o�i>289 2u'1H ORAfi6PX PER'dEA81LITY - CONSTANT &i -".AA METEOD (AS>£DATE OF x 2434) L`7C:AT.DtA 1E1 Site S or e i ^sE a -a et .rFrrs z, e. Z,abastien Sr i,an Fi ct o_I t P6 t - a_.a a o.,,.,i r R:tas SAMkLE LF:&CAF.IL'N C.z.t Eancl Di;PT.H e erx,, _uy,L LOC I%tJ -" +Sample 'ia;can 4'3erisoa$ailyj w.Tic l`h Ci` 1d8T, h OPdG .,@r,a:3 ..'- F11- ,EH_..CF7w5 - L:T.rii-IST R o... 'rM Fs.5 n ..C9"rS KuArai Y OF ,L w = aD>SG r lCa'as TIME YPJ 1satRL '7Y TEST � 1. NSA �$ i1sxEariPac.p THE ��:Pd�LE _ .lfE ?i t >S 'NUM trJq rP..:RE E�. TRErCEE'P,:.-FPFr Cs Pp'itP csi til; _' 31.0 U'E'ETJ'DBaY PH -1 S M KSM 3t. KELLER, R 5 f CHLElC n NE R £. Rr. arLl, ILLIAI ,rt ENGINEERING NG A hi0 TESTING R N p. G INC 80X78 •t 377 REPAST , . EE�AiuP.. IAPB, 1`..32876-1877 ^Aa,2Fl4 fr � 3,fy.:,5. a"Et3ao ,ptS EB.: %b('ER! 5c55 41-,2�2 AEg71c1'a4-+-�k 177) 424.9LW Date of Ecr: rg; Rpril 24. T304 bocat:.on: lri a zee 1 e c>1 2n 3Y, 9 : Lm oaia Street rs. C ids cb st 9.^: n ear 72l. ;:r County ilera:sci B-6, aee Attached -.L atlbn Fxdri Depth in 1'C.. bes ran io^ of co:; 5 in, 'valva -B- Cray Sand ar9. _ti Roots ......._..._........ .,..�._... _..____�. ......�._ -Y 1 - t D3.L}: BrownSan15 d>..4� ..-...._.... .y_ ' ray# h $ r•4.n G1}E'd' tum o Graz+ aP Brown ..a.l.i ----------------------------- b id -14 S Satan ------------ Table.! Sfr' del nx ?':eis._,ay Gran-3 «.x # =t>=r. dna_:-sl, KELLER, SCHLEICHER ER & M9 cWIL LlAr•a i ENGINEERING GAD TEST IN Q tNC, RC5 _,37 $LIX t $ . 7 SE: � � �A._¢ r 325.8 Pa4Rry n� r. 5 E9. $EBR,SiUSd'rg2i S4ie0?91 M F, G,F Sa,.Tn1B RAEJ..22R liD)$'�e7 69-ICi@8 Date of Bo .rc> AL-._ 'd a_.tin: r{a 'res z w $..3 G L'd $ ro-et oweFt .i µaE $ra ria ardaatr 321ses L u;?s`p e3 ward !3-3, See n_,ac,t;.0 7n ai on Plan LtepYh xt_e asC Sia Ft. sr O GRAPHIC SCALE 100 p 50 100 200 l 1 1 I (IN FEET ) 1 inch = 100 Pt. B-6 ,KELLER, sr SCHLEICHER CH ER & 1 ti RCY dIL r F LAN 1 ENGINEERING EERf N 7 A >� . Q NCt 7 IN 81 3r7,8EEASrIANFt.3,'9?i334T £.-'ti'ar:2e G,PNL'. A-,M�t€f6l 217 �-97t98 - i'it); {" ei iAHbRAT�RX PERMi;ABSi:ITY - CONSTANT READ bTe',T334P3 IASTm 2434, 4es1'R OF Tk:6 Rrr-1 24 ' 4.-1JTs- CLFNT to;-;eia�ca,Ski 7J.1..ia_iiON 38Peres {ire - - a es,l a at ea . Ye i e -tsPi n - ..r<d5_a R C L,rrz PV• -1, e_ ShY^FLB Cray ':.'ane? DEPTH aRMF3. CCe<f uR 2y l CBRS (Sample R'aRecs Vertically) Y,EP1C or 8 ,A F f' .A.CT ^A 7t or GA3at Eit •.: mi` G QUANTITY OF PL9P 930 btL T.SS T1:.E: L1P'R'`JA OF' "IEST s YG MJb TS,. c*FrEBeac: Jct xynRkt�LPi~ HEAD r�L[�a.._> ,R_ s1>yPLe TG � ?N=;;JES T?1Z RESULTS OB- A1:VED MOM OUR LF&R?:'OFY F6RP-SP?F3ZGTT1' '?'EG? a7GER� TRE C0t9i'F_t+Y._t;., OF PERMEABILITY >_< 27.2 PANT/DAY , r, K YS PV -1 of (08 N co 4 Z a�o O cn <C ¢ 3 \ � W W 4 0 U h 0 w p = F-wwocJpmy+�w wo =i wwa ��wa'o_ 33'w�N3w�ao`% F Q N n Q QU-0 00 40 00 0 � C W0WJ O :,Z -t ZOw W Lu cl06 �Q�m N O� CV a7 J C�Do(1Lij LLJ FYO 04 ) WN o m z�� n rn I. j Qo ZN ttU�� VJ � �H v a 0 w ���L O /O/>�// Z a� O w m LTJ GRAPHIC SCALE 100 p 50 100 200 l 1 1 I (IN FEET ) 1 inch = 100 Pt. B-6 ,KELLER, sr SCHLEICHER CH ER & 1 ti RCY dIL r F LAN 1 ENGINEERING EERf N 7 A >� . Q NCt 7 IN 81 3r7,8EEASrIANFt.3,'9?i334T £.-'ti'ar:2e G,PNL'. A-,M�t€f6l 217 �-97t98 - i'it); {" ei iAHbRAT�RX PERMi;ABSi:ITY - CONSTANT READ bTe',T334P3 IASTm 2434, 4es1'R OF Tk:6 Rrr-1 24 ' 4.-1JTs- CLFNT to;-;eia�ca,Ski 7J.1..ia_iiON 38Peres {ire - - a es,l a at ea . Ye i e -tsPi n - ..r<d5_a R C L,rrz PV• -1, e_ ShY^FLB Cray ':.'ane? DEPTH aRMF3. CCe<f uR 2y l CBRS (Sample R'aRecs Vertically) Y,EP1C or 8 ,A F f' .A.CT ^A 7t or GA3at Eit •.: mi` G QUANTITY OF PL9P 930 btL T.SS T1:.E: L1P'R'`JA OF' "IEST s YG MJb TS,. c*FrEBeac: Jct xynRkt�LPi~ HEAD r�L[�a.._> ,R_ s1>yPLe TG � ?N=;;JES T?1Z RESULTS OB- A1:VED MOM OUR LF&R?:'OFY F6RP-SP?F3ZGTT1' '?'EG? a7GER� TRE C0t9i'F_t+Y._t;., OF PERMEABILITY >_< 27.2 PANT/DAY , r, K YS PV -1 of (08 N co 4 Z a�o O cn <C ¢ 3 \ � W W 4 0 U h 0 w p = F-wwocJpmy+�w wo =i wwa ��wa'o_ 33'w�N3w�ao`% F Q N n Q QU-0 00 40 00 0 � C W0WJ O :,Z -t ZOw W Lu cl06 �Q�m N O� CV a7 J C�Do(1Lij LLJ FYO 04 ) WN o m z�� n rn I. j Qo ZN ttU�� VJ � �H v a 0 w ���L O /O/>�// Z a� O w m LTJ Z 0 Z + 4070M CERMcAnON JOSEPH W. SCHULKE FL. REG. 47048 ❑ JODAH BI FL . NO. 53 ❑ WI P. ST E. 0.5 _DATE. SHEET 2 PF JECOTO . F_ PARKING/TRAFFIC CIRCULATION: - PARKING: ALL RESIDENTIAL DWELLING UNITS SHALL PROVIDE A MINIMUM OF 2 PARKING SPACES WITHIN THE INDIVIDUAL DWELLING UNIT DEVELOPMENT AREA. ALL ACCESSORY COMMERCIAL AREAS SHALL PROVIDE PARKING IN ACCORDANCE WITH SEC. 54-3-10.6 CITY OF SEBASTIAN LAND DEVELOPMENT CODE - TRAFFIC CIRCULATION: MINIMUM 50 FT WIDE DRIVE PRIVATE ROAD RIGHTS-OF-WAY WITH MIN. 20 FT TWO WAY ROADWAYS SHALL BE CONSTRUCTED SO THAT ALL DWELLING UNITS HAVE MIN. 30 FT FRONTAGE ON SAID RIGHT-OF-WAY. TRAFFIC: THE SITE IS ESTIMATED TO GENERATE 374 ADT BASED ON A RATE OF 10.1 ADT/LOT (ITE) GENERAL NOTES: 1.) PRIOR TO TRANSFER, THE TRANSFEREE MUST ASSUME IN WRITING IN A FORM, ACCEPTABLE TO THE CITY ATTORNEY, ALL COMMITMENTS, RESPONSIBILITIES, AND OBLIGATIONS OF THE PRIOR DEVELOPER. FAILURE TO GIVE TIMELY NOTICE OR TO PROVIDE TIME ASSUMPTION OF PRIOR COMMITMENT VOIDS THE PRELIMINARY APPROVAL. 2.) PROPOSED MIN. FINISHED FLOOR ELEV. VARIES FROM 18.28' TO 11.75' 3.) STREETLIGHTS AND UNDERGROUND ELECTRIC WILL BE PROVIDED. 4.) ELECTRIC SERVICE WILL BE UNDERGROUND. 5.) I.R.C. UTILITIES WILL PROVIDE WATER AND SEWER UTILITY SERVICE TO THE SITE. 6.) GOPHER TORTOISES CONSERVATION PLAN: TO THE EXTENT ALLOWED BY REGULATORY AGENCIES, APPLICANT WILL RELOCATE GOPHER TORTOISES TO CONSERVATION AND OTHER NON -DEVELOPABLE AREAS ON SITE, AND WILL RELOCATE ANY REMAINING TORTOISES TO APPROVED OFF SITE LOCATIONS IF HEALTHY. PERMITS REQUIRED: 1. PRELIMINARY PLAT 2. I.R.C. UTILITY PERMIT 3. CITY OF SEBASTIAN RIGHT-OF-WAY (LACONIA) 4. CITY OF SEBASTIAN LAND CLEARING/TREE REMOVAL 5. CITY OF SEBASTIAN CONCURRENCY 6. CITY OF SEBASTIAN TYPE A' FLOOD PROTECTION STORMWATER PERMIT 7. FINAL PLAT 8. S.J.R.W.M.D. STORMWATER PERMIT 40C-4) 9, F.D.E.P. WATER CONNECTION PERMI 10. F.D.E.P. SEWER CONNECTION PERMIT 11. F.D.E.P. NOTICE OF INTENT 12. SRWCD STORMWATER 13, SRWCD ROW 14. SRWCD UTILITY 1 GLADIOLA AVENUE GLADIOLA AVENUECn --- I.L. 1 a W - - 1 - 0 \ JOWNER: WAYNE KOZLOWSKI 75 M �. _ TOL OT. RILL COURT BRISTOL, w - - - _ - - - (860) 302-8645 `77 �� 21 - - -` r----� r----� �--� .---� �--1 r-� �--� r--� r--� / ------- 21 --- N APPLICANT: SCHULKE, BITTLE AND STODDARD, L.L.C. 1 20 I 19 I 18 ( 17 I 1 16 ( 15 I 14 I 13 12 11 10 9 8 I 1717 INDIAN RIVER DRIVE; SUITE 201 1 I I I I I VERO BEACH, FL 32960 (772) 770-ss22 uj ' 22'71, / ENGINEER: SC HU I AND STODDARD, L.L.C. INDIAN RIVER DRIVE, SUITE 201 VERO BEACH, FL 32960 \- - - - - - - - - i (772) 770-9622 � l SOUTH OF GLADIOLA AVENUE ( SITE ADDRESS: 18 AC. LOCATED ON THE WEST SIDE OF LACONIA STREET, \ Tr C(3.9 AEn C)I A n"r \ 26 29 30 31 32 . I � 7I I PROJECT LOCATON: SECTION 26, TOWNSHIP 31 S, RANGE 38 EI 332 1% o. STATEMENT OF USE: STANDARD RESIDENTIAL RS -10 SUBDIVISION (37 LOTS) Tp -- ----r I- i- ----- --------I --------` I --I-� 6 I TAX I.D. NO'S: 31-38-26-00000-1000-00003.1 ram- - .•,---Stor atera agement1 34 1 Tract stormwaterManagement PROPOSED MAINTENANCE ENTITY: PROPERTY OWNERS ASSOCIATION ���' C0 Sreryatro " • • A• " \ \i Area , I _ _ DEDICATION OF IMPROVEMENTS: PRIVATE ROAD/ RIGHT-OF-WAY, PUBLIC UTILITIES (2.05 A.C) - - - I MEANS OF CONVEYANCE OF OWNERSHIP: FEE SIMPLE 5 I GROSS AREA: 18.40 AC I EXISTING LAND -USE: LOW DENSITY RESIDENTIAL 35 ZONING: R-10 (SINGLE FAMILY RESIDENTIAL 10,000 SF) TOTAL NUMBER OF RESIDENTIAL LOTS 37 LOTS �\`\ `•. \ I - I I I I CONSTRUCTION SCHEDULE: W DATE OF COMMENCEMENT DATE OF COMPLETION 4 I I I Tract'D' 9/05 907 W36 / I SITE AREAS/USES TABLE: \Sic Tract'E" 4 - "3T 2 32-30 I AREAS TOTALS T Conservation TLAN (3.99A.C) .:. WED UMIT\ \� \ I _ _ I ......_... ............._--------.. _.....,.....-.._ .------ GROSS AREA: 18.40 AC/ I 1 \ r. d. .>i NET DEVELOPED A AREA 17.35 CC 1 SO „ 37 3 I DWELLING UNITS: 37 UNITS DENSITY: 2.01 ( I LOT AREA: 8.42 AC RO \ Tract �.'' ON-SITE RIGHT-OF-WAY: 2.12 AC ,c Nc Recreation and Utilities �� II STORMWATER MANAGEMENT AREA (ON-SITE): : 2.61 AC t 'O s� \ (0.13 AC.) l O 6 RECREATION TRACTS: 0.15 AC d!y 9SJ I) Lor to EMERGENCY ACCESS TRACT: 0.06 AC �\ CONSERVATION AREA: 3.99 AC 1 / 2 1 Conservation (3.99 A.C) • \ I LOT 11 Lu ' 1 LOT 12 a ice' w I GRAPHIC SCALE 100 0 50 100 200 1 1 1 I 1 ( IN FEET ) 1 inch = 100 ft. 41 SIM cera c�notsU) \ PA 0.70 7, 6tE 58 cora PUT 6 06�i�I LOT 14 a0- r5 A Tract'E' Conservation rte;: --CONCHA DEWS - s, R,, a,✓ L� I Lo SITE DATA EXISTING SITE CONDITIONS - PRESENT CONDITION: INACTIVE CITRUS GROVE - FLOOD ZONE: MAP NO. 12061CO090 E; DATED 5/4/89 ZONE X & AE (ELEV. 11) - SOILS: SCS SOILS MAP 1. EAUGALLIE FINE SAND (#3) 2. RIVIERA FINE SAND, DEPRESSIONAL (#51) - TOPOGRAPHY: VARIES 8f TO 18f AVERAGE ELEVATION IS 13f PROJECT LAND USE: - TRACT 'A' - PROPOSED DRAINAGE TRACT AREA 0.40 AC - TRACT 'B' - PROPOSED DRAINAGE TRACT AREA 2.05 AC - TRACT 'C' - PROPOSED RECREATION & UTILITY AREA 0.13 AC - TRACT 'D' - EMERGENCY ACCESS 0.06 AC - TRACT 'E' - WETLAND CONSERVATION 3.99 AC - TRACT 'F' - PROPOSED DRAINAGE TRACT AREA 0.16 AC. - TRACT 'G' - PROP. RECREATION & SRWCD ACCESS02 AC. - 37 SINGLE FAMILY LOTS (8.42 AC.t) ,MAXIMUM DWELLING UNIT COMPUTATION: RS -10 A. GROSS AREA: (AC) 18.4 AC B. TOTAL MAX. UNITS ALLOWED WITHIN EFFECTIVE BASE RESIDENTIAL AREA: ZONING: DENSITY: E.B.R.A. RS -10 5/AC x 18.40 C. TOTAL DWELLING UNITS PROPOSED: 37 D. DENSITY PROPOSED: 37/18.40 = 2.01 SQUARE FOOTAGE GROSS FLOOR AREA BY USE: A. ACCESSORY NON-RESIDENTIAL: USE BLDG (SF) NOT APPLICABLE B. RESIDENTIAL USE STANDARDS: USE 1. SINGLE FAMILY (1 OR 2 STORY) OPEN SPACE AREAS: A. REQUIRED: ZONING OPEN SPACE AREA RS -10 50% x B. PROPOSED: - TRACT 'A' - TRACT 'B' - TRACT 'C' UTILITY- - TRACT 'D' EMERGENCY ACCESS: - TRACT 'E' CONSERVATION - LOT AREA: -R/W AREA: - TOTAL PROPOSED AREAS LAND AREA (AC) UNITS 92 BLDG (SF) LAND AREA (SF) 1,500 TO 3,600 SF 10,000 SF MIN. TOTAL 18.40 = 9.20 ac TOTAL AREA % ALLOWED TOTAL OPEN SPACE AREA (AC) 0.40 30% 0.12 2.05 30% 0.62 0.13 100% 0.13 0.06 100% 0.06 3.99 100% 3.99 8.44 50% 4.22 2.12 50% 1.06 - REAR: 20 10.20 C. PERCENT PROPOSED OPEN SPACE FOR TOTAL SITE: 10.2 AC/ 17.35 AC = 58.7% D. LITTORAL ZONE CALCULATIONS: NO LITTORAL ZONE PROPOSED DEVELOPMENT PARAMETER/ ZONING WAIVERS: RS -10 (COS) -MINIMUM LOT SIZE: 10,000 Sf - MINIMUM LOT WIDTH: 80 ft O - MINIMUM LOT FRONTAGE: 30 ft FLOODPLAIN FILL COMPENSATION - MINIMUM YARD SETBACKS: Z - FRONT: 25 ft TOTAL EXISTING FLOOD ELEV. 11 VOLUME ONSITE = 8.35 AC -FT ( ) ry ft ft t- - REAR: 20 TOTAL PROPOSED FLOOD STORAGE VOLUME (AT ELEV. 11): - POOLS / POOL ENCLOSURES: TRACT A = 1.08 AC -FT - FRONT: 20 ft TRACTE! = 4.50 AC -FT TRACT E = 3.41 AC -FT - SIDE: 10 ft. LACONIA A = 0.24 AC -FT - REAR: 10 ft LACONIA B = 0.17 AC -FT - PATIOS: M LACONIA C = 0.57 AC -FT - FRONT: 5 ft TOTAL PROPOSED STORAGE VOLUME = 9.97 AC -FT - SIDE: 5 ft x - REAR: 10 ft - DECKS: STORM ELEVATIONS: - FRONT: 5 ft - SIDE: 5 ft TRACT A/ F TRACT B LACONIA-A LACONIA-B LACONIA-C - REAR: 10 ft BASIN BASIN BASIN BASIN BASIN - MAXIMUM BUILDING HEIGHT: 25 ft MEDIAN. 10.49' MEDIAN: 10.15' MEDIAN: 15.15' MEDIAN: 13.17' MEDIAN: 13.09' - MAXIMUM LOT COVERAGE: CCER71FICAIIO 10 YR.: 11.33' 10 YR.: 11.21' 10 YR.: 15.90' 10 YR.: 13.86' 10 YR.: 13.86' - BUILDINGS: 30% 25 YR.: 11.48' 25 YR.: 11.95' 25 YR.: 15.98' 25 YR.: 14.56' 25 YR.: 14.56' - IMPERVIOUS AREA: 55% 100 YR.: 11.70' 100 YR.: 12.69' 100 YR.: 16.25'100 YR.: 15.72.100 YR.: 15.03' - MINIMUM SEPARATION DISTANCES: - BETWEEN RESIDENCES: 20 ft. 5 - MINIMUM OPEN SPACE: - LOT: 50% NOTE: - PROJECT: 50% LACONIA STREET MUST BE CONSTRUCTED IN ITS ENTIRETY, EXCEPT - MINIMUM R/W WIDTH: 50' FOR FINAL LIFT OF ASPHALT, PRIOR TO COMMENCEMENT OF SUBDIVISION IMPROVEMENTS. ALL LACONIA CONSTRUCTION IS DEPICTED ON SHEETS 5,6,8,9 AND 11-13. O 0 Cl \ \ d- 0 3 1 O W z Ljj H tWl� Q Q W 0 Q rt Q r N F- V) z o o I O \ d 3 7> Q o0 cs W z o $ 3 ro Lo O U O C w w o x zii :n>� F-oa HwW q�0m3�(=j Qrd�ZK�Q <��(71 Q d aza�rxri�~ooZozm�g w0==wwd��w�a � cD U E J 0) _I C M L a� a� ¢� C O W Ju) = O z0Q� Woma c� g Z 0 UJ �o> 06 C N wawa W �D�� CD w (V 0 W 0 ry W �v>N �0) J Qo Z ZN U � r v I DATE: SHEET 3 PRo JECT 0. J � -os O Ld Z 0o>- ry - t- z O U J Q M trZD> LLJ V) x ~ Z 0 Z / CCER71FICAIIO JOSEPH W. SCHUUCE FL REG. 47048 ❑ JODAH . 81 FL .NO.53 . ST FL EG. 0. 5 I DATE: SHEET 3 PRo JECT 0. J � -os i SET PRM LSCAP FD �NW CORNER OF P #2391 -THE -NE--t/4- z W a� 0 o c C = 12" SOLID WHITE N oW CIO QC U Q E = 24" SOLID WHITE co � I � 2 O Cu 1 Q d- W � U)O cu C:) �-- .. w \ o L� C C oz L' <zo c�QCU< Z�wW 00 Z I0 (10'-30') W N O 0} N = 6" SKIP YELLOW TYP (2'-4') P = RPM MONO -DIRECTIONAL WHITE/CLEAR 0 = RPM BI-DIRECTIONAL 0 R = FDP WHITE z S = FDP YELLOW i- T = RPM BI-DIRECTIONAL WHITE/RED UPLAND BUFER 0-;¢Q PLANT NATIVE SPECIES - S ENVIRO. PLAN -BIOTECH) V) EXISTING S d D O WETLAND a LINE EXIST. WETLAND o TO REMAIN /CAP SET x P S #5243 N r7 INITINFSS SET PRM T.i 50 1 TURTLE GROVE SUBD6'VISION PRELIMINARY PLAT SECTIONS 26, TOWNSHIP 31S. RANGE 38E - INDIAN RIVER COUNTY, ADJACENT - v ZONING: RS -10 ':. LAND USE: LOW DENSITY RESIDENTIAL BLOCK 339, 1 %$ SEBASTIAN HIGHLANDS UNIT 13 PB 7, PG 82 1 —10' DRAINAGE/MAINTENANCE, —10' DRAINAGE/MAINTENANCE EASEMENT DEDICATED TO CITY EASEMENT DEDICATED TO CITY 120.00 ��' ---- _ --i , — — — — — — 103.00 - — — — — — — — — — 80.00' -- 80.00 80.00 - I r = — III aII --- ,III ------ -- 125.0II IF L=83.38' o 21 0=13'01" T=43.31 15' 00I 8"4CH DIR=S71°10'1 DRAINAGE 12,121 SF CH=81.84 8 o 20 19 IN 1 17�—— 105.16 I N ' ,S.F. 10,000 S.F. 10,000 S.F. I 1 10,000 S.F. I r ( 1 14.201----------, , `R4-7"KEEP RIGHT" SIGN I `�-------J L -------J L -------J L -------J L--- 68.93 15' ► � I I 22 36.651 8 _ ' 80Ao' _ _ _ _ 0.00' _ _ 80.00' � _ _ _ DRAINAGI 10,254 SFEASIVIENT i L -----------J MI \� _ _ L------ N 'n 00 �4 ( EASEMENT GE — — — — — -� ' N N — D I 35.67' 80.00' 80.00' —\ 80.00' _ �'--- — — — — o I I 5�6� �- ; --I r--------1 ,---------II Ir----- z WETL 02 Ln TRAC G , 0.02 AC b E AC Tr 1E' I I 11,074 SF \ rn�� fid. /-RECjEATION, SU JET TO I I 15' DRAINAGE I I M \ e / AC SS EASEM T O JHE SRWCD I) I EASEMENT AND I I 1 Cons rvatlon \ \ (3.9 ASC) I L_ — \� \ �,5 � �� I 1 I ( ACCESS EASEMENT I I ( 1 � — — — — — — — — — — — �` 10 I -4, (o t o I I l o I \ 104 s �� — — .� /I �� (Q I I I I I nl 1 1s 25 T N I 26 I I N I I 27 Tract F 10,23IS.F. I� I \ Stormwater Management I ISP I I I I i I = 10,000 S.F. 10,000 S.F. 0,000 S.F. 705 N o s� Area I \ 24 �, I I I I I I I I I r*i s3�o2\a 8' (0.16 AC) f; �� ��-------� L-------�I IL---- 1 M T CONSE'NTION ono �� 1 9 i., f51 SIT (TYP I I I Ln �J\ —----------- — \ 80.00' — 80.00' 80.00' CONST. SPLIT RAIL " - FENCE AT T.O.B. SET PRM <,; AT �� o\ _ f' . �' 202 �03 \ o \ IR/CAP FD -- Tract V 1 PLS #2391 ly ` CLEAR LEVEL P FOR ATfd z22� ACCESS \ \ ONSERVATION Stormwater Management 1 W 37,59; SIGN (TYP) \ Area ONSERVATION (2.05 A.C) so CONSERVATION 92 v,O200\ 20\` \ �raC � T SIGN (TYP)T SIGN (TYP)---- C TYP)_-_- --,- 1�+.2�e 20' ACCESS Cons t 5q, 1 a 2g8 tis (�J ly EASEMENT TO SRWCD �.r� : gerV6tO �Uf D BUF 92 5o,s `wry G+-� - - 206 (PLANT: NATIVE SPECIES- 2 8 1 _i SEE ENVIItJ„PLAN-BIOTECH\ \ \ XIST. WETLAND \., TO REMAIN EXISTING` 209 WETLAND 205 SET PRM \ LIMITS o IR/CAP FD \ \ 1 PLS #2391 \ �/ N 7J22, \ N �3 4 W 377.62(A4) 77 62'(M) �\ z, O5” W TRACT E IS SUBJECT TO A \ \ 1 CONSERVATION EASEMENT IN FAVOR 1 OF THE ST. JOHNS RIVER WATER \ MANAGEMENT DISTRICT PURSUANT TO -10' ACCEss 7 GRAPHIC SCALE TC�S�C�TF 40 0 20 40 80 180 O Co, i I I T �� � y ( W FEET) Co 0/ 1 inch = 40 ft. %y SECTION 704.06, FLORIDA STATUTES. EASEMENT \ TO SRWCD '9S\ \ 1 O\T �, 1 g �9� C STRIPING KEY: A = 6" SOLID WHITE a� B = 8" SOLID WHITE o c C = 12" SOLID WHITE N D = 18" SOLID WHITE CIO QC U Q E = 24" SOLID WHITE co :- 2 O Cu 1 Q d- ua ri cu C:) �-- N N C C w L' J = 18" SOLID YELLOW c�QCU< Z�wW f o Z I0 (10'-30') Z N O 0} 50 1 TURTLE GROVE SUBD6'VISION PRELIMINARY PLAT SECTIONS 26, TOWNSHIP 31S. RANGE 38E - INDIAN RIVER COUNTY, ADJACENT - v ZONING: RS -10 ':. LAND USE: LOW DENSITY RESIDENTIAL BLOCK 339, 1 %$ SEBASTIAN HIGHLANDS UNIT 13 PB 7, PG 82 1 —10' DRAINAGE/MAINTENANCE, —10' DRAINAGE/MAINTENANCE EASEMENT DEDICATED TO CITY EASEMENT DEDICATED TO CITY 120.00 ��' ---- _ --i , — — — — — — 103.00 - — — — — — — — — — 80.00' -- 80.00 80.00 - I r = — III aII --- ,III ------ -- 125.0II IF L=83.38' o 21 0=13'01" T=43.31 15' 00I 8"4CH DIR=S71°10'1 DRAINAGE 12,121 SF CH=81.84 8 o 20 19 IN 1 17�—— 105.16 I N ' ,S.F. 10,000 S.F. 10,000 S.F. I 1 10,000 S.F. I r ( 1 14.201----------, , `R4-7"KEEP RIGHT" SIGN I `�-------J L -------J L -------J L -------J L--- 68.93 15' ► � I I 22 36.651 8 _ ' 80Ao' _ _ _ _ 0.00' _ _ 80.00' � _ _ _ DRAINAGI 10,254 SFEASIVIENT i L -----------J MI \� _ _ L------ N 'n 00 �4 ( EASEMENT GE — — — — — -� ' N N — D I 35.67' 80.00' 80.00' —\ 80.00' _ �'--- — — — — o I I 5�6� �- ; --I r--------1 ,---------II Ir----- z WETL 02 Ln TRAC G , 0.02 AC b E AC Tr 1E' I I 11,074 SF \ rn�� fid. /-RECjEATION, SU JET TO I I 15' DRAINAGE I I M \ e / AC SS EASEM T O JHE SRWCD I) I EASEMENT AND I I 1 Cons rvatlon \ \ (3.9 ASC) I L_ — \� \ �,5 � �� I 1 I ( ACCESS EASEMENT I I ( 1 � — — — — — — — — — — — �` 10 I -4, (o t o I I l o I \ 104 s �� — — .� /I �� (Q I I I I I nl 1 1s 25 T N I 26 I I N I I 27 Tract F 10,23IS.F. I� I \ Stormwater Management I ISP I I I I i I = 10,000 S.F. 10,000 S.F. 0,000 S.F. 705 N o s� Area I \ 24 �, I I I I I I I I I r*i s3�o2\a 8' (0.16 AC) f; �� ��-------� L-------�I IL---- 1 M T CONSE'NTION ono �� 1 9 i., f51 SIT (TYP I I I Ln �J\ —----------- — \ 80.00' — 80.00' 80.00' CONST. SPLIT RAIL " - FENCE AT T.O.B. SET PRM <,; AT �� o\ _ f' . �' 202 �03 \ o \ IR/CAP FD -- Tract V 1 PLS #2391 ly ` CLEAR LEVEL P FOR ATfd z22� ACCESS \ \ ONSERVATION Stormwater Management 1 W 37,59; SIGN (TYP) \ Area ONSERVATION (2.05 A.C) so CONSERVATION 92 v,O200\ 20\` \ �raC � T SIGN (TYP)T SIGN (TYP)---- C TYP)_-_- --,- 1�+.2�e 20' ACCESS Cons t 5q, 1 a 2g8 tis (�J ly EASEMENT TO SRWCD �.r� : gerV6tO �Uf D BUF 92 5o,s `wry G+-� - - 206 (PLANT: NATIVE SPECIES- 2 8 1 _i SEE ENVIItJ„PLAN-BIOTECH\ \ \ XIST. WETLAND \., TO REMAIN EXISTING` 209 WETLAND 205 SET PRM \ LIMITS o IR/CAP FD \ \ 1 PLS #2391 \ �/ N 7J22, \ N �3 4 W 377.62(A4) 77 62'(M) �\ z, O5” W TRACT E IS SUBJECT TO A \ \ 1 CONSERVATION EASEMENT IN FAVOR 1 OF THE ST. JOHNS RIVER WATER \ MANAGEMENT DISTRICT PURSUANT TO -10' ACCEss 7 GRAPHIC SCALE TC�S�C�TF 40 0 20 40 80 180 O Co, i I I T �� � y ( W FEET) Co 0/ 1 inch = 40 ft. %y SECTION 704.06, FLORIDA STATUTES. EASEMENT \ TO SRWCD '9S\ \ 1 O\T �, 1 g �9� C STRIPING KEY: A = 6" SOLID WHITE U B = 8" SOLID WHITE o c C = 12" SOLID WHITE 1 D = 18" SOLID WHITE ro E = 24" SOLID WHITE I F = 6" SKIP WHITE TYP (10'-30') a G = 6" SKIP WHITE TYP 6'-10') H = 6" SKIP WHITE TYP 2'-41) 1 = 6" SOLID YELLOW o J = 18" SOLID YELLOW c�QCU< Z�wW K = 6" DOUBLE YELLOW Z L = 6" SKIP YELLOW TYP (10'-30') M = 6" SKIP YELLOW TYP6'-10') N O 0} N = 6" SKIP YELLOW TYP (2'-4') P = RPM MONO -DIRECTIONAL WHITE/CLEAR 0 = RPM BI-DIRECTIONAL AMBER/AMBER R = FDP WHITE a S = FDP YELLOW i- T = RPM BI-DIRECTIONAL WHITE/RED 1101100-31:41100 ON CONSERVATION AREA SIGNS TO BE PLACED ALONG THE WETLAND/CONSERVATION EASEMENT BOUNDARY TO CLEARLY DEMARCATE THE BOUNDARIES OF THE NATURAL CONSERVATION AREA PLACE AT A MINIMUM OF 1 SIGN PER 100 FT. ALONG BOUNDARY NATURAL CONSERVATION SIGN N.T.S U 2.5" LETTERS o c NATURAL 1 CONSERVATION ro 1.5• LETTERS AREA I a rtlt OTIlR 013M�NTE N N �'i t1A71Vfi BAR Qt YE9ETA PF7.HITm BEYOIN 1f&4 PQii Do (.54- WoW-� ML Tw QT. am o fm Ulm mmulwliw awfCl! c�QCU< Z�wW \ 1"S NMT�T Z Ii— 4" X 4" P/T LUMBER CONSERVATION AREA SIGNS TO BE PLACED ALONG THE WETLAND/CONSERVATION EASEMENT BOUNDARY TO CLEARLY DEMARCATE THE BOUNDARIES OF THE NATURAL CONSERVATION AREA PLACE AT A MINIMUM OF 1 SIGN PER 100 FT. ALONG BOUNDARY NATURAL CONSERVATION SIGN N.T.S U o c J \C14 ro V) \ \ \ 00 w � o=o Q Do (.54- WoW-� o O c�QCU< Z�wW Z x o> Cp o N O 0} 04 CY)d w� ���� J 0 LCL'F- a o i� i- LIN LD°~ ZQJ M 0-;¢Q w Y Z w z V) S d D O U a a- Z3 �� o U x O N r7 LLJ >_ w �r �� Z o o 10 Lj Q Q 3 V) \ a- o d 00 n(on 0 z W Q z Q� Q cn e w Q O _j D U O I— w 0M J �� w FQo V) W ? Zp�0U Z =p~wp wrix-N� ~WWQp�m�EW Q�w VI W a=awpazp px 50_a r-a�zwp�¢a�3 E6 JOSEPH W. SCHULKE Q z�I�Qoowp�mOrg 47048 MZZ3��Zo JODAH pwxx=�ww xx� // W�0�iW �2O� FL R .NO. U E J � M N Q D W O 0) I U- O � o=o Do (.54- WoW-� ( O c�QCU< Z�wW Z t%� o> Cp v / N O 0} 04 CY)d w:D Wo L J zoU) i- LIN LD°~ ZQJ M ��mL<. w Y �U>N �� Jj ' 4� ZN U U U) Z3 �� � U Cl Fy O W --I > Z LL. 00>= 0 =) > O U � � m � LLJ >_ ^ V) / M Z Z I/ /.LR ERIIRCAno E6 JOSEPH W. SCHULKE FL REG. NO. 47048 ❑ JODAH B FL R .NO. 7 ❑V"AW P. ST D NO. DA .A... SHEET 4 P OJECT NL J ` —060 J I PE I SEBASTIAN HIGHLANDS UNIT 13 TURTLE GROVE SUBDIVISiON SECTIONS 26, TOWNSHIP 31S. RANGE 38E 0 (0 ENTRANCE DESIGN PARAMETERS: - ALL MECHANICAL GATE OPERATORS AND KEYPADS SHALL BE SET BACK A MIN. OF 30" FROM THE FACE OF CURB. - MEDIAN CURB SHALL BE TYPE 'D' (6- CURB) - ENTRY ROAD CURBING SHALL BE TYPE 'F' CURB AND GUTTER (6" HIGH CURB) - TURN -AROUND AREA SHALL BE 20' WIDE (SEE DIMENSION ON PLAN) - KEY ACCESS SWITCH / BOX (KNOX) IS REQUIRED AT THE GATED ENTRANCE WITH A BATTERY BACKUP. - DRIVEWAY RADII SHALL BE 35 Fr. MIN. - PEDESTRIAN ACCESS SHALL BE PERMITTED WITH -OUT GATE CONTROL. MATCH EXISTING PAVEMENT PRELIMVNARY = 6" SOLID WHITE PLAT INDIAN RIVER COUNTY ... .... ... D = 18" SOLID WHITE PRELIMVNARY = 6" SOLID WHITE PLAT INDIAN RIVER COUNTY 40' Lf�Rl-1 STOP SIGN (30-) Wl (2) STREET SIGNS 6� 40.0 Lj Li 0 < 0 Z z —10' DRAINAGE/MAINTENANCE < cr_ S 89*43'11" E 1329.31' EASEMENT DEDICATED TO CITY < of SITE ITNCHMAR� NORTH LINE OF THE NE 1/4 ry 0 TOP W= 17.47' 80.00' 80,00' 80.00' 80.00, 80.00' 80.00' 80.00' 80.00' 9 00' CM I'D ---------------- - — �TIIN 0 1 D - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --- - - - - - - - - - F-------7 r - - - - - - - F -------I F------- F - - - - - - - F--------1 F------- F - - - - - - < Z 10 9 I I � 8 1 0 1 lb I lb I lb 1 0 (unj 1 6 LO 15 14 13 12 11 10,000 S.F. q 10,000 S.F. 0 LO LO LO LO LO LO 10 i� N I N I N N N I N I 1 '0 11,751 S. 10,000 S'F. 10,000 S.F. 10,000 S.F. 10,000 S.F. 10,000 S.F. 10,000 S.F. I R435.00' I R=35.00' 110' LANDSCAPE SEME6---� I I L43.23' I L=3.40' WITH OPAQUE 8 FEF I D�5'16'56" I D=5*3345" L -------J L -------J L -------J L -------J L -------J T4_1_61 LT=1.70 L CH DIR=N87*04'43"W 5HD!_R=_;_S9_79�07"E MIAMI TYPE rr CH=3.23 CH=3.400t CURB CURB 129.00' 80.00' 80.00' 80.00, 80.00' 80.00' 80.00, — 80.0 84.20' TYPE 'D' S89*43'1 1 "E S' CURB 'R KEY 736.70' CN LO 4*26'150E PAD 'R —10' UTILITY EASEMENT 58-26 8'R 20' _(0 8'R -C) R4-7 "KEEPKEY 8'R Lj I 'I EASEI,:ENT w RIGHT" SIG PAD 'It Ljj 80.00' 80.00' 80.00, 1 1 80.00' 80.00' 49.89' r__ — — — — — -- — — — — — — — — — -+-. I— — — — 1\ (10 1 1 1 r---------1 r -- — — — — — --(---------1 10' DRAINAGE F Lu EASEMENT I Rl-1 STOP SIGN (V) IWI STREET SIGN Ld -0 '0 z ►q LO LO LO LO LO 1 28 29 30 1 1 31 1 32 33 Q I 1 10,000 S.F. 1 10,000 S.F. 1 10,000 S.F. 1 10,000 S.F. 10,000 S.F. 11,961 S.F. _j L — — — — — — — - i L — — — — — — — j Oq Q; --L-------- J L------- L------- ML — — — — — — — -------------------------------------- ------------------ QA r1n, I I I - OU.UV 80.00 80.00 80.00' 95.00'_ 10' DRAINAGE/MAINTENANCE I EASEMENT (PRIVATE) r 34 1-01 of 01 q Tract '13' 6 10,000 S.F. 0 CONSERVATION 001 00 SIGN (TYP) Stormwater Management I Area I L— — — — — — — (2.05 A.C) t T 10' DRAINAGE 212 CONSERVATION EASEMENT SIGN (TYP) 3rw -01 01 0 0 C51 0 211 00 10,000 S.F. 001 PLAND BUFER 214 (PLANT NATIVE SPECIES - 21 L SEE ENVIRO. PLAN -BIOTECH) 125.00' CONST. SPLIT RAIL 10' ACCESS EASEMENT FENCE AT T.O.B. i I I TO SRWCD b, EXIS *IqLAND TO REMAIN 0 36 1-o 0 0 00 CONSERVATION co p4e I il"Ah Tract 'E Conservation (3.99 A.C) O 0 7 1 u,uvv 217 SIGN (TYP) k - likF� L — — — — — — — — -44f'vs- 125.00' - - - - - - - - - - - MATCHLINE SEE SHEET 6 D( I 6# MIA Ln Ln LOT 2 LOT J ,�--TYPE 'D' CURB R4-7 "KEEP RIGHT" SIGN ........... lq- I - -----RI-1 STOP SIGN 40)4 80.00' W/ STREET SIGN ACCESS EASEMENT DE IT�CATZD_T0_ TH — — — — Cl 7 lI 0 11,655 S.F. LO CO 40' R/W In I DEDICAl EE 40j R/W 1*0 C171Y PEI LOT 5 PLAT j < I ------------I 125.00' — i I z LLJ 10' LANDSCAPE EASEMENT LLJ WITH OPAQUE BUFFER Lu 00 .. ..... ..... ... . Z_ Lu CD 6 L u- u� 0 0 OL� 1001 U 10,000 S.F. 00 w Lj z :3j — — — — — — — — — — < 125.00' uj 00 N _j 61 Cn STAB, .......... ......... ........ D CN 41OULER 5 I,: — - I I < q 10,000 S.F. 0 0 Z 00 100 Z I ' uj LOT 7 10' LANDSCAPE EASEMENT WITH OPAQUE BUFFER 125.00' EXIST. DRIVEWAY r — — — — — — — — — -- 0- 0 00 1 4 1 q 0 Tract'D' 10,000 S.F. lCol I1 4' PAVED ACCESS LOT 8 GATE W/KNOX LOC ROAD 125.00' 20 EMERGENCY 36 C14 ACCESS TRACT r — — — — — — — — — — 125.00' STRIPING KEY,-. A = 6" SOLID WHITE B = 8" SOLID WHITE C = 12" SOLID WHITE D = 18" SOLID WHITE E = 24" SOLID WHITE F = 6" SKIP WHITE TYP 10'-30') G = 6" SKIP WHITE TYP 6'-10') H = 6" SKIP WHITE TYP 2'-4') 1 = 6" SOLID YELLOW J = 18" SOLID YELLOW K = 6" DOUBLE YELLOW L = 6" SKIP YELLOW TYP (10'-30') M = 6" SKIP YELLOW TYP(6- 10') N 6" SKIP YELLOW TYP (2'-4') P = RPM MONO -DIRECTIONAL WHITE/CLEAR 0 = RPM BI-DIRECTIONAL AMBER/AMBER R = FDP WHITE S = FDP YELLOW T = RPM BI-DIRECTIONAL WHITE/RED 9 GRAPHIC SCALE 40 0 20 40 80 ( IN FEET ) I inch = 40 ft. 160 NOTE: LACONIA STREET MUST BE CONSTRUCTED IN ITS ENTIRETY, EXCEPT FOR FINAL LIFT OF ASPHALT, PRIOR TO COMMENCEMENT OF SUBDIVISION IMPROVEMENTS. ALL LACONIA CONSTRUCTION IS DEPICTED ON SHEETS 5,6,8,9 AND 11-13. (0 04 V) U-00 't z 0 ul) ;07- 0 uj <-: to: V) Z 8 2 a- �Z- 4 uj :5 F- a(V,) z 0 .0 Z Z o < < 0 0 :2 w >: U) j z ry:7 0 to U) 0 0 U- N, 0 U) z uj 0 0 :2 :2 3- V) < 0 00 0 cr, W C� ui 0 M _j M 6i Z Lvd) Z' 0 5- uj (n Uj 5; 28: L oWxx8�WwZ3�� Z dc3 E (.0 0 _j C'4 0 N C"' SO - 0 U- 00 (0 :E < (0 000'.0 r) 0 0 < 0 W_j 0 M:7t 00w Z 13� 2 Zt z 0 > Nt� T_ 0 'tt 05 0 0) Q� 04 1 �M_: �L_Lj ti cz- LL. C-4 0 C) F— W > 150 ry ED W 0 > C'4 R CN _j (.3 Qo w U) Lli I > z U- 00>- - 00>: z >o L.Li E 0 M LLJ > V) w z 0 z MO CQ?7inCA7I0N JOSEPH W. SCHULKE FL REG. NO. 47048 ❑ JODAH B. BITILE FL REG. NO. 57396 EIWWAM P. STODDARD ,RrM,G� NO. 57605 DATE,SHEET 5 PROJECT NO. 04-06Q r TURTLE GROVE SUBDNIS9ON PRELIMINARY PLAT SiECTfONS 26, TOWNSHIP 31S,, RANGE 38E — INDfAOJ RIVER COUNTY9 \ ��`°'.k 11,01,\ 10' CONSERVATf01 SEASEMENT F, q- REAR y \ s� 8� oo41 \ NOTE: THE 10 YEAR FLOOD PLAIN ELEVATION IS AT 8.5' IN SECTION K OF FEMA e 0 GRAPHIC SCALE 40 0 20 40 80 I I I- I I ( IN FEET ) 1 inch = 40 ft. i I MATCHLINE SEE SHEET 5 I-,1 1i Ci I I I 40' R/ W l P 219 0, , �� i � l ( I DEDICAI F C 40' R/W 25.24 Pc�F. %� \ 3 _ TO CITY = PER PLAT - 10,046 S.F/ �. 1 I co � / �'• `� � 10,352 S.F. I I CA /220 BELLSOUTH "") F k \\ 2 222 �s_i \\ EASEMENT 5 \ \ a UTILITY �0 \� C ti co \ Tract 'C' Recreation and Utilities (0.13 AC.) \ Tract 'E' \ Conservation \ (3.99 A. C) `nVa- 94.54' i r — 59.38' f �� �R4-7 "KEEP — �� 3 S RIGHT SIGN C� rlUTILITYLO ( EASEMENT I I 22 � � 1 I s, — - STAB. TILITY EA EMENT 2/ I i I-IOULD�R FOR LIFT TATION / 225 226 \ ��` 10,016 S.F. I I 0 a LOT 9 LOT 10 z \ ��\ CONSERVATION 1 w SIGN (TYP) 1 \ 1 oQ _ 4. — — — — w EXIST. DRIVEWAY _j I w F --LOT 11 e 228 ` 70.$0' I ¢ z \ EXIST. \VETLAND \ TO REMAIN - - - - - - - _- - o Q Q 10' LANDSCAPE EASEMENT---3{� Ln �- z WITH OPAQUE BUFFER w z = a SET PIM \ UPLAND BUFER 229 ` 1 IN __ ,..,..._L 1 .......c_D— (PLANT NATIVE SPECIES o z = m IR/CAP �D \ - ` I' 4 z 0 z w PLS #2391\ SEE ENVIRO. PLAN -BIOTECH) \ 10, o J a I \ ` ' 2L N t 2 A U) 0 I w D o Q \ \ , e m 1 I =� � \ 9 1 � w�LO o 0w -,LOT 12 -- z \ \ 230< a \ I .. - -... ..... . \ CONSERVATION \ \` SIGN (TYP) \ I 232A SEBASTIAN HIGHLANDS aUNIT I I \ 231A \; 112.34' PLAT BOOK 7, PAGE 56 CONST. SPLIT RAIL FENCE AT T.O.B. LOT 13 — — — — — — — \ \ \ 1 a ACCESS LIMITS OF \EASEMENT OVERLAY O TO SRWCD O o SIGN (30") LOT 15 h p� \H W/ (2) STREET :IGNS Tract'E' Conservation A �� \ GONNA -DRIVE —c � 111nNT I ell j °sem J AT 2 LOCATIONS; Q R/W Q CONST. 3 CASE 1 YEL6W °O•CATED 40' R/W 1= SIGNS W/ W1-6 SIGN. CITY = PER PLAT _ z \... ` SET PRM o SEBASTIAN HIGHLANDS moo\w z BLOCK 364 UNITII Cf) Q0 160 'J �� a z uo oLn ' �-- w tr z LOT 1 LOT 2 LOT 3 < w EL Q CL SET PRM -_ W o z C IR/CAP FD O m F \ PLS #2391 N z w w cn Cf) = 30' DRAINAGE R/W Li e� ............... ....... ---- ........ i 0 LO 1i � X5.55 C) \\ \ \ I ELKCAM WATERWAY O 'p n, �� r STRIPING KEY: A = 6" SOLID WHITE B = 8" SOLID WHITE C = 12" SOLID WHITE D = 18" SOLID WHITE E = 24" SOLID WHITE F = 6" SKIP WHITE TYP (10'-30') G = 6" SKIP WHITE TYP (6'-10') H = 6" SKIP WHITE TYP 2'-4') 1 = 6" SOLID YELLOW J = 18" SOLID YELLOW K = 6" DOUBLE YELLOW L = 6" SKIP YELLOW TYP (10'-30') M = 6" SKIP YELLOW TYP6'-10') N = 6" SKIP YELLOW TYP (2'-4') P = RPM MONO—DIRECTIONAL WHITE/CLEAR 0 = RPM BI—DIRECTIONAL AMBER/AMBER R = FDP WHITE S = FDP YELLOW T = RPM BI—DIRECTIONAL WHITE/REQ NOTE: LACONIA STREET MUST BE CONSTRUCTED IN ITS ENTIRETY, EXCEPT FOR FINAL LIFT OF ASPHALT, PRIOR TO COMMENCEMENT OF SUBDIVISION IMPROVEMENTS. ALL LACONIA CONSTRUCTION IS DEPICTED ON SHEETS 5,6,$,9 AND 11-13. r to 1 0 Q N CV 0) 00 \ � cn I U O Q F - Z cor- mw D_ Z o v W 00 D.. F- v � a WZ< w 0W Q w Z 5 ¢ o 0 5 o Q ¢ st N K) d- LO z o O0 sn u- � o 0 3 ¢ ado' �w W ZONOU hu, w Q U�pW ¢�drrzWo�aa~3 pwx=�iiwwZ3�� wo==ww°-�c�wira fir=-a�3w��3 ZOD r � Z J 0 J � M L a� CCD oCL) W J cn o LLCn ��_� 5 0C) Q Z o Q c WomQ zz�W o> N Q C7 d 06 oz W o W g '= ti f W zo 0 I,_ W WFC U ED W W >N co .3.. J Qo zN U �— r^ j W I— 0 O Ld --I >zLL_ w � 0 H (n Z O Lj Q U Im� :D> H (n w Z D Z 1"GiNEER CER7IFICA710 ❑ JOSEPH A SCHULKE FL REG. NO. 47048 / ❑ JODAH B. FL REG. 0. 573 R ❑"WAM . STODDA FL. . N0. 5760 DATE: HEET 6 PRO CT NO, 04 80,1 r ADJACENT ZONING: RS -10 _ .� LAND USE: LOW DENSITY RESIDENTIAL (2) OR (3) TEMP. � 1 8" PVC OVERFLOW/ BLOCK 339, 1 HATCHED AREA OVEREXCAVATE�� DISCHARGE PIPES W/ REMOVE CLAYED SAND (DEPTH: CONST. BERM AT 90' BENDS SKIMMER NORTH PERIMETER SEBASTIAN HIGHLANDS UNIT 13 (SKIMMER) 2 FT. TO 5 FT.) AND BACKFILL FOR SETTLEMENT POND WITH CLEAN TAN SAND (<5% FINES) 24" CMP (ELEVATION 1.3 FT PB 7 PG 82 FOR DEWATERING OPERATION SEE SECTION G -12A.-- a I N.INV=7.50' ABOVE INTERNAL ROAD) INV.= 10.25 `° S.INV=7.04' INSTALL FLOATING TURBIDITY BARRIER _ �...... . ...„.......�,. .w ................... .. 10 DRAINAGE MAIN.T:EN4NCE__.__. y... .. m: / 1 INAG . MA{(� . , _ .._ ._, _._........., .., _.._:........ _,_......._ ,., s 3. o.m C.....p.RA... E CE . SE ENT DEDICATED Ta -lCITY EA M _ .... _._ .__U_ _.,.._.. _..._......�:: ... ..�.w _ .......:.' _.. .._.._._ _...._ .....__. ..�.�, ,� EASEMENT 1DEDICATED TO_ 1 S T PRM __. _ ... T __.... _.. CITY __. ® wlr, i _ n M .� ,.....1 .. i mss• Q IR` CAP/FD b +D _ / iVvv V1JI'tIVGf� of � �� 14.5' ....M.., .,..�` W„.. � , 2� . z PLS #2391 rr'THE1�tE^t/�------ --r - -- - ------------------ ---�-- 1y---------- - - - T- w 11.3 W w , 21 f I- G.„ _ / 5� EI MIN FFE - 13.5 t z cn 12A w / / Al IAAl W - „ EASMENT'E Wf 2-9 19 1 17 1 -,�� /° I 1�.0 o ,� , CuC? / I ,\\ MIN = 13 1 Q z �nns / //, ; MIN FFE = 14.75 `s MIN FFE = 14.7 MIN FFE = 14.50 O o / / (�'� STA. 1 +51.67, 66.41 LT - STA. , 1 +83.9 6, 45.1 LT I -STA. 2+93.14, 18.:0' LT { }, / CONST. 4" MJ P Ay 4" 22.5' B D / 6X4 REDUCER Co Lct3" �j / s / t` 1 2" BLOW -OFF, TE P / AL11E� SAMPLE -POINT, NO 2 � � � 1 ASSEMBLY FIRE HYD AS a` N E� I fR I 12.3 LF 4" PVC WM - L / / : FH TO BE 8 FROM. C w 20 LF 157 AD HATCHED AREA FILL _ - -- - - - - - - - - SLOPE -PLANT WITH rn / DRAINAGE I MIN FFE - 13.5 lYM tYM -1 /' I 1 lYM lY ('g 1VM 1YM lVhk ,.- M a Q NATIVE VEGETATION o< T'� " M--� �' 123 LF "4" P WM 5 (CREATE UPLAND BUFFER) Z L= / 8,75' �` SS -1 o 11.8 _; LI(SS_2 pg 11 - �- - - - tf) sArt s ��IMa 2 3+a LF -SAN t42-tLIF 1 . -AD p � 4V I 1 0% 0.10%--- < DS - EXISTING 1Z PS c S?, t 1 �, H.P. 1 S-12 > L 1? WETLAND AIN100 SEM NTAGE 12.0 R 12.5 \ 3.3' I - _ 2.8' - 23' � ��i � 'R �� �� 11.8 �m �. ..... .._ 101 �/CAP SET, I A5 b I I 11. r 14 4 PLS #5243 WETL 102 r I MIN FFE = 13 F1`` TRAC `G', 0.0 Ac WI TN S 0 0.06 AC Tra ;, E 1 1. a 'z� REC EATON, S 9JE 'T T 15' DRAINAGE ��- I I m ,INSTALL SILT FENCE BY;`� s 73"LF / AC SSEASEMT 0 THE SRWCD COnS rVation '. HAND PRIOR TO CONSTRUCTION 15 ADS I EASEMENT AND SET PRM -I 1 " LF '' ? ACCESS EASEMENT (3.9 - A Ci) 15 DS 4 1 4 1 ADS,,;' I - / m "-per' - 11f�� ..„ �s� �, � to I - s ` r r yjj IIA _ 25 2627 atm na m t � 4 �P� - tipTrad ���MIN FFE 8 I _ / / MIN F 8 INF 50 - 4 1 os '� S �oP 2� ��, ` FE = 14. l FE - 14. (P 1'4\FFE - 1 .9, tTl 141 a I \ / M 1' F lj .1 s 5- - `� �' I rq 'zv ��aj, v� INV=8. 5 `' v� NSTALL SILT FENCE BY I - I 1 F ( v rl �� Q HAND PRIOR TO CONSTRUC�IONI+12" ' OR I I 00 - M INV. 9. R>> :�. ------------ACRITYPI1an,- N g. 7/.. CONST. SPLIT RAIL S DETAIL ` FENCE AT T.O.B. AT � EE L SHE 11;8 } SET PRM . IR/CA FD 2 2 20,3 0.4 1 / rad -: PLS #2391 0• 16' CLEAR LEVEL PAT ` N�322 FO SRWCD ACCESS '``� - Staxmwater Managem ,nt 3j> \ kea ' �b" OUTFALL STRUCTURE .gg�w• � �����„'" • �� � �� �� � '''' :.,F SEE DETAIL SHEET 11 B 1QS : LF r�1`._ '�'� 204 9? 0' HATCHED AREA FILL 200 `� 20 ACCESS r. SLOPE -PLANT WITH �S' ;. r .. EASEMENT.TO SRWCD u%V NATIVE VEGETATION HATCHED AREA OVEREXCAVATE, -" at/ �•• 3^... 1 REMOVE CLAYED SAND D' � 9y� S�, (CREATE UPLAND BUFFER)- tP�"2b � �., 208 2 FT. TO 5 FT. AND BACKFILL r MES INV. 7 7\\` WITH CLEAN TAN SAND �5% FINES �'� 207 ` SEE SECTION G -12A. ADJUST OUTFALL \ LOCATION IN FiELi? AT OR NEAR` I 7:50' ELEVATION. EXISTING 209 - CQNST. 50', LF 205 SET PR LWIEMITS TLAND�' I 4 PVC OUTFALL WITH MES iINV. EL. 9.0'N 8.9'S `ti 1 o IR/CAP Fb``, y- �.., PLS #2391-'�� • N �,� 22,2 � � ��� `\ o = . 3 OONST 60 LF 4" w CM) PvC OUTFALL WITH S" W cV MES INV. EL 10.5 N, �\ 37j52, °� i 10:4Nz 1 .y ' w,w _ , ,10 ACCESS f ....."" 'EASEMENT _.... TO -$RWCD ¢ � i t o �� `• ,..--3,_3, 2.5" LETTERS �0 0NATURAL � /. / /. CONSERVATION � �/ OT�`. / V� � C• C� 1.5" LETTERS ( AREA NO WMRNa LAND-MEAFd W oR OCHER aSTUF"CE TO N W ' • �\ J NATIVE 9089 OR 4EWTATION PEPAOM BEY= M$ pm, CALL THE ST. MM `` �O/� .S v� \ 7 '� .✓ RM1DMTMCT Di WATER R FU TKIR UFORAA7M REf1 0 C THIS HABITAT r 0 4' X 4" PST LUMBER " oo CONSERVATION AREA SIGNS TO BE PLACED ALONG THE WETLAND /CONSERVATION EASEMENT BOUNDARY TO CLEARLY DEMARCATE THE BOUNDARIES OF THE NATURAL CONSERVA11ON AREA GRAPHIC SCALE PLACE AT A MINIMUM OF 1 SIGN PER 100 FT. ALONG BOUNDARY NATURAL CONSERVATION SIGN N.T.S 40 0 20 40 80 160 \ I I I I I ( IN FEET ) 1 inch = 40 ft. O 0 r o �- N 3 o DRAINAGE STRUCTURE SCHEDULE Q STRUCTURE TOP < w o jk z NUMBER ELEV INVERT ELEVATIONS BOTTOM ELEV DESCRIPTION LOCATION S w DS -112.60 8.8 (N) 8.30 I MODIFIED MIAMI CURB INLET 20+09.87, 25.87' RT. W Z w w a - - I L.�Jii I G.�Jti 7.JJi1 MIAMI euRB iIiLET < O DC 3 12.6G I �. I J I 6.10 IMODIFIED MODIFIED IJ( I o DS -4 11.50' 8.75 NW SW 7.00 MODIFIED MIAMI I CURB INLET 1+11.72, 28.88' RT J Q IL - DS 5 12.60 8.50 W S 7.50 MODIFIED MIA MI CURB INLET 21 +31.91 1 1.0 RT e .- N DS -6 12.60 ( 8.30 (N,E) 7.30 MODIFIED MIAMI CURB INLET 21+31.91, 11.0' LT N DS -7 15.30 ( 12.00 (W) 8.50 MODIFIED MIAMI CURB INLET 23+13.62,11.0' RT o DS-B 15.30 _ _ - 7.98 (W,S), 11.97 (E) 6.80 -- MODIFIED MIAMI CURB INLET 23+13.62,11.0' LT of z DS -9 14.30 11.0 (S) 8.10 MODIFIED MIAMI CURB INLET 7+57.42, 11.0' LT w o o < CO DS -10 14.30 10.97 (N,S,) 7.50 MODIFIED MIAMI CURB INLET 7+57.94, 11.0' RT 2 W W DS -11 12.60 9.10 (S) 8.10 MODIFIED MIAMI CURB INLET 4+37.88, 11.0' LT S v Q Tn DS -12 12,60 I 9.07 (N,E) 7.90 I MODIFIED MIAMI CURB INLET 4+37.88, 11.0' RT n ❑ n � ❑ DS -13 11.50' 8.75 (W SE) 7.00MODIFIED MIAMI CURB (HEFT STA. 1+30.23' 46.11' LT DS -14- SEE DETAIL, SHEET 11B - CONTROL STRUCTURE - 0m�oW rrwo� aw =Nw a DS -15_ SEE DETAIL, SHEET 11 B CONTROL STRUCTURE =w a= z o 3�=o0G�� jZ= DS -16 SEE DETAIL, SHEET 11B CONTROL STRUCTURE _ �� ��zw �d==jowwZ� DS-17 SEE DETAIL, SHEET 1 1 B I CONTROL STRUCTURE "L wwa�M- SEWER STRUCTURE SCHEDULE U E o - (o v J -STRUCTURE NUMBER TOP ELEV INVERT ELEVATIONS Cl:: C4 In N DESCRIPTION LOCATION J [L a� SS -1 11.75 8.09 E SAN. SEWER MANHOLE 1+50.44, 43.95 LT SS -2 ' 12.84 6.93 W; 6.83 E SAN. SEWER MANHOLE 4+24.87, 0.28 LT CO M � SS -3 14.6 5.81 W; 5.71 E SAN. SEWER MANHOLE 7+28 86, 2.19 RT 23+28.12 ���11 oo Q � m = Q ' SS -4 16.25 4.67 W; 4.57 S SAN. SEWER MANHOLE Q Z o U C SS -5 I 15.55 3.87 N; 3.77 S SAN. SEWER MANHOLE 21 +24.12 W o W -� 0 o mQ SS -6 13.00 3.09 N; 2.99 SW I SAN. SEWER MANHOLE 0 o 02 SS -7 I 13.10 2.67 NE; 2.57 W I SAN. SEWER MANHOLE 20+51.21, 62.13 LT z LU o > LS -1 I ---- 2.53E LIFT STATION 20+51.03, 74.92 LT a N O ZON� gmwo W KEY O ^I- W o p o- ❑ SILT FENCE m13a W SPLIT RAIL FENCE �w- IY W �cW>>04 04 FILL SLOPE- PLANT WITH J j Q o NATIVE VEGETATION (SEE ENVIRONMENTAL PLAN- BIOTECH) ` z N TOP OF BERM- 4' TO 5' V WIDE, FLAT TOP- STABILIZE AND SOD OR MULCH FOR PEDESTRIAN ACCESS. NOTE: 1. ADJUST GRADING AROUND TREES TO BE z Q PRESERVED IN ORDER TO MINIMALLY IMPACT z EXISTING TREES. }- 0- 2. EXISTING TREES TO BE REMOVED MAY BE 0 RELOCATED TO THE EAST PROPERTY LINE z < w BUFFER AREA. CD �= n W z � CL Z Q Q D O W -i > Z u- 0ry>- /0 V O J DQ U W Ld> (n F F - NOTES: Q *WETLAND PROTECTION PLAN* a. SILT FENCE MUST BE INSTALLED BY HAND ALONG SURVEYED CONSERVATION Z - EASEMENT BOUNDARIES (AT TOE OF SLOPE -SEE SECTIONS EE,N,O) PRIOR TO CONSTRUCTION. b. NO TURBID DISCHARGE TO WETLANDS IN PERMITTED. c. ALL STOCKPILE AND/OR CONSTRUCTION STAGING AREAS MUST BE LOCATED 100 FT. FROM WETLANDS. JOSEPH W. SCHULKE I/ FL REG. 47048 ❑ JODAH . BI FL R . NO. 57 ❑W1W P. STODD D NO. 57 DA SHEET P JECT 0. 0 -0 5 1 153 X18.65 1 80.00' � 16" CMP N.INV=15.51' j 16" CMP SEBASTIAN HIGHLANDS UNIT 13 S.INV=15.69' 1 �a N.INV=15.66' S.INV=15.92' wV E F / 1 1 t 18.1618'3� ' GLADIOLA AVENUE I - i�1 187 T FD 40 _ g 7->C 0 174 18.10 1D g 18.34 @ o L MATCH EXISTING '"`1.,35 8• I PAVEMENT �1g.�22 18.5�.�.. 18.30 38.5 5, Y8.24 ,g lr3 �- a 1 18.4 - F F � �. r! ' � i REGRADE SWALE �, AS REQUIRED aM••- CONST. PAVEMENT ENTRANCE DESIGN PARAMETERS: TO DRAIN 18 23 BUTT JOINT TO NEW CULVERT - ALL MECHANICAL GATE OPERATORS AND I' 1 KEYPADS SHALL BE SET BACK A MIN. CONST. 20 LF, 1 OF 30" FROM THE FACE OF CURB. 12" C.A.P. W/ M.E.S. �\40.0)' l - MEDIAN CURB SHALL BE TYPE 'D' (6" CURB) E - 4 - ENTRY ROAD CURBING SHALL BE TYPE 'F' CONST. BERM CURB AND GUTTER (6 HIGH CURB) 2 FT ABOVE - TURN -AROUND AREA SHALL BE 20' WIDE C.L. OF LACONIA, �' `D >S� :. (SEE DIMENSION ON PLAN �," Ff 16' CMP { 5; I t " N.INV=15.59' f._ - KEY ACCESS SWITCH / BOX (KNOX) 0 21 �, Imo\�`I` `` -) "+ "� IS REQUIRED AT THE GATED ENTRANCE Q S.INV=15.56' WITH A BATTERY BACKUP. EXTEND CULVERT �- I - DRIVEWAY RADII SHALL BE 35 FT. MIN. 16 LF±, INV. 12.45'±E SILT FENCE C�? - PEDESTRIAN ACCESS SHALL BE PERMITTED CONST. SAND -CEMENT I i �' _� 1 TOP OF BANK WITH -OUT GATE CONTROL. ENDWALL --- ( 18 2�' .17 W I 1 DI � z TC 3€ i H i �� 3 W t (� I `z { E I `� I `t f ,....,.... .._..-...... Tr .. •. .vim .y. am.x?.s..*3.3. . «,«,..,, n.. .. k h k�.ter,.. ., .... ,. r e R ...... ,, ..,. .... »... ... ... .,... ._._.. ,,....w i r 1 IN INTENANCE �- f � t =' DRA AGE MA / y F D!T Y E /y CH CT .w.. ..., ...,. ... .:....::.... .. _ M _ ...,...._ EAS M.NT...D.ElICATED._.TO_....CITY ..,, .._ .. rMM Q, [ .n,.. _ , ... 1. ,,,..._ „_ • ...,,...._ a v..., _.._.. MA n C�- flS 89..43 1 .. .1329.31 _ ._, . ,._.._. ,__.... _..._ _._._ .._.... , _ _ _....m._ w . , _...___ ,...,._ "�0 = 17 tdt)I� fl I LINE,_. .. iii N� j�4.. n n � _- fr�- e e y11Y16...•e w • ._.,,e e e ® � w e -w.,....Y^r E 3 . .. .......... .....,.., t ...,....>_... ...., ....•,_.....,._.. ...,..._..___._..„w __.. ,. � �.._,. a ea e... � e .. ..< .R. " . ..,.,...,.... _ ,,.,,.. , . .... _ 0 . -, �.�- ,. N D E�INV�R2.48' � 18.3' �-N CM FD 4.5.5 �.� 1x13 1E.�E �1E.,5 1t �'� % 1 �9 �I I W.1Nv=12.49' LOT 2 „..w + SAW -CUT ALONG EXIST. 5'I AW B 5.8' y 4 ACR ( P) I EOP- TRUE/STRAIGHT LINE G' \ 1 w q a ''"�J L z 3 ;'zz l7 1 b z Q w I REMOVE ALL PAVEMENT, BASE +1 f ®�u� u , MATERIALS WEST OF LINE uj - ACR (TYP) >.� g a 1 0 �9 0 ( w x v _j Ld II 1 1 14 13 2 11 J ................ . 5 `1 , �V\ ,, � �� ., �; � � Ica Ld � - _... r, ,, ��� � �_ I 1 A A M(N FFE 17.94 1 6 MIN FFE = 17.50 E ( STAB 12A r. 1 IN FFE = 14.9 , MIN FFE = 15.53 j MIN FFE = 16.15 MIN FFE,= 16.15` < MIN FFE = 16.32 MIN FFE = 16.86 MIN FFt, = 17.35 w ;`' 10' LANDSCAPE SEMS JT-�'I ;FOU WITH OPAQUt 8 rt 17.1 1 - .ti i I 7.34 CL LAJ W 19.0' I cor 3 _17 STA. 10+56.90, 26.51' r ' MIAMI ' TYPE 'F' I Q I TYPE 'D' < P- i " 3€ " " " " I� _ - z 22 LF 15 AD �\ -766 LF 6 PV WM ",CONST. 6 X6 MJ TEE 1.82 LF 6 PVC WM CURB , CURB 17 0, I a CURB _ _ _ STA. 12+43.01, 26.51' LT / CONNECT TO EXISTING WATER MAIN W lYM 1YM fYM lYM lYM 1tlM 1 M lYM 1tlM ; lYM r lYM lYM \ 1VM lYM lYM 1YM + M %IM- - �.�\ - e` r '" _ �n " " T W/6' GV - - _._._........'D' N h. x6 APPING SLEEVE ��„ 15.85 `f TYPE D 16 5 d TEMP. JUMPER CONNECTION ,,. ' _6 4 H.P. % ,r _ SS -3 DS --9 ` ''�,, ^� 6 Z �. 3 CUB 16 7 1 8'CL SAMPLE POINT -1 _...... '�SEWE i 1 �r \ 3 15.35 KEY y`�Ar�"- SAN - - $" }- pp SS -4 ce R -+E,8.22 APPROXIMATE LOCATION. W 0.90% sAN '05-LFels, E sAN�O saN SAN - 8'R PAD 81 -.r- fE 40% 0.66 o EASEM NT r + I I h �- -`° - i-10' UTILITY - - DS 10`�L,�-, 3 0� 20' - 15.65 EASEf�ENT _ _ _ _ _ _ _ _ 14.5', _ _ 15.44 N 16.15' P 16.5' LO KEY R 16.85 : 'j �`S4 INTERSECTION W/ _ /� o j� /\ - - G01U4IION 1 - �"� LACONIA C/L OF I, + 4 - -- ,_.,.._ _._ _ _ ,,, ,...,. w s ° SSR �`�S• `3 _ 12" CMP Q 1 I f - 'Q 1 C.13` F '' 1;;.'v 15.75 5 I I't 1 g 9i -' r 9�N.INV=15.35' r c cV 5 PEDESTRIAN 10' DRAINAGE 16 05' 4 ACCESS EASEMENT I'°' 1 66 S.INV=15.25' I EASEMENT ` +- _-:� _ _.. , ... ,. � CED �`� � 16.4 IC ILJ ' I I ITY 15.39' � _ .... ro•- , 19.0' _---<- � �� p � 17.015 5 0'( L -STA.__-_"4+97.74, 5 13 9 6 i 19.24' R'T 7 ' 29 � �I�I 3�1 3� 33 � � I VALVE FIRE HYD ���MIN FFE = 17.91 m 28 30 ;< I IASS C BE 4 R/ W / SOD AA T , DtvD�CATE 40 W (SEED TYPNCDALSECTION ALE / MIN FFE - 15.53 MIN FFE - 16.15 / \ MIN: FFE - 16.15 / t MIN FFE - 16.2 / ` MlN FFE ,. _..16.86m"' W %""" MIN FFE = 17.35 +12" TO CITY PE LAT SHEET 12X -)OT 5 / a 0 ACR (TYP) - _ _.., � `.+12" ` # I � M � FROM RBOC .�,P I Q _.. \ fi I ACR (TYP) I ori -SAW-CUT ALONG EXIST. I- °� c �� ECP- TRUE/STRAIGHT LINE z 1 Q I I (� f REMOVE ALL PAVEMENT, BASE -LI - - ----- 13.x-------------�, -------- ---- _ I ATE WEST OF LINE _ 1 > 2 MATERIALS D . ,, Nowo < I `� I ' 1 0 rfE�T 16.94'C,12" CMP V� 10 LANDSCAPE EASEMENT-�- -I `�- W I"- = N INV 15.10 GM DRAINAGE/MAINTENANCE ..,. ( WITH OPAQUE BUFFER z S.INV 15.10' . _ ....-----_O,_� . - �FNT� (PRIVATE) ' - - ~ \ V LO I 0 6.12 - z INSTALL SILT FENCE BY \ 6. 8 HAND PRIOR TO CONSTRUCTION h �. o � I � �� Lzcn� Q� �� 34 I ai I z - ---2.5- - - - = - - - I ( ; I MIN rFE = 1,7.12 I Z Li c� INV -7.5` I = f 2\ \ TraCt'B' T MIN-FFE 1712 w AGR (TYP) \� �� 5� _� m \ Storr uvater Management I I w (/�� N I , s. 3 6 5_ i z 0 z� iii (� _ - g' ; 0 Area L 15. - '' - - i 3 �, O i 2.05�A.C� _ 1 - - - - - - 1x1.0 I ,g €� 12" CMP W Q ` o o. I \ >-- N I N V=15.00' m _' �� ADS- - - I CONST. BEAM � � - -� � 1891F� � ( 1 I 16 27 + �.� _ _._ i.. ' " �� INV -7.5' I 1S.INV 14. ' ' �- QUltk -.. 8.5. _ W . CONST. ,50 LF1,4 PVC IN/ MES INV '9.0 N, 8.0'S y L-10' DRAINAGE ~� 3 1 I EASEMENT = ( MIN FFE = 17.30° M I 6 /A�-A Q 212 ATCHED AREA FILL -!210 SLOPE -PLANT WITH - I z E - Z 12A RATiVE VEGETATION I - _._I v` w LOT 7 35 (CREA�I�PLAND BUFFER) - 10'`"LANDSCAPE EASEMENT-- , I p i a U 9 I � r a WITH OPAQUE BUFFER 1 LIMITS2b� S1 \ `��� \ I MIN FFE = 17.30 ( _ -k rCRADING & � � lJF'L ND BUFFER = ( a EXIST. DRIVEWAY �pq, I 3 � � � 3{ 1 CONSERVATION ESMT 214 MDVE<EXOTICS \ ' I 200 LF 8" PVC ¢9�,, t\ co - i =: - ( J j'3' '9y'., 1 .48= 21 S EME W� ADIaITIONAL >\�/ ! I SEWER 0.34% I i I -, Q €i NAT± GETA ON \ \ I IKK AA-f?30 I 15.65' a a „ f 5�- M I f 3 ; i --► � + 12 d (TYP) Q 1 W _�~�w - �' < ACR ( r 5.8 1 _-- --.. _.._ _.. _........ TYP) I a , _ x 10' ACCESS \ \ 295 C �EL4 12.0 \ ( 1 a I I - ONST SPLIT RAIL EASEMENT FENCE AT T.O.B. ( I x +12" 4 I I , TO SRWCD �' \5 \ I ( ACR (TYP) I I s o I I ( Tract D N MIN` FFE = 16.3 216 A '' I SOT 8 F \ i 6 I 3 I �- J _I6 ,.GATE W/KNOX LOCK7� I4 Lf 1. g 217 MES 10.5' "MIN FFE = 16.3 ( , �!3 C vtllA' \ I p - 5.89' 17.3' OP W j 3 30 Tract ��� �A I 12A - EMERGENCY '' 1 ��>,15.303- ,.. 2 ; 2 1 \�� ha I I I -F ( 210'- - / I 6' _ Conservation � �� e� ; I ACCESS TRACT �; , 1 \TLAND LIMIT FR r _ _ ,i7 153J 15.64G� 'q 3.99: A. C s d�---- _ - -- __ _ )' \ ( - L5.89 �.40 MATCHLINE SEE SHEET 9 FILL SLOPE- PLANT WITH NATIVE VEGETATION (SEE . ENVIRONMENTAL PLAN- BIOTECH) TOP OF BERM- 4' TO 5' V11111Z111111Z1111 WIDE, FLAT TOP- STABILIZE AND SOD OR MULCH FOR PEDESTRIAN ACCESS. N OTE: 1. ADJUST GRADING AROUND TREES TO BE PRESERVED IN ORDER TO MINIMALLY IMPACT EXISTING TREES. 2. EXISTING TREES TO BE REMOVED MAY BE RELOCATED TO THE EAST PROPERTY LINE BUFFER AREA. NOTE: LACONIA STREET MUST BE CONSTRUCTED IN ITS ENTIRETY, EXCEPT FOR FINAL LIFT OF ASPHALT, PRIOR TO COMMENCEMENT OF SUBDIVISION IMPROVEMENTS. ALL LACONIA CONSTRUCTION IS DEPICTED ON SHEETS 5,6,8,9 AND 11-13. X-2' 2.5" LETTERS NATURAL CONSERVATION 1.5" LETTERS AREA w NAi11E SCAR OR YkAtTABEY" M o CAL Tm ST. Jam 0TOMi M10 A O 4j 1 � 4" X 4" P/T LUMBER LACED ALONG 'ME WECTLAND%CONSERVATION EASEMENT VATION AREA SIMS TO BBOUNDARY TO CLEARLY GRAPHIC SCALE DEMARCATE THE BOUNDARIES OF THE NATURAL CONSERVATION AREA PLACE AT A MINIMUM OF 1 SIGN PER 100 FT. ALONG BOUNDARY NATURAL CONSERVATION SIGN 20 40 80 180 N.T.S ( IN FEET ) 1 inch = 40 ft. II 0 J Z � Q 0- < Z Iy W � � J W � � Z :D In Q 0 CL -7 0 o W -t > Z L` 0 o 0 11 � D _z o \ o O W 0 J m � LLJ � /�� �./ / w z 0 z / 3 FL REG. N 47 DRAINAGE STRUCTURE SCHEDULE FL REG. 0. 5739 o ODDA 760 STRUCTURE TOP Q J 4 I NUMBER ELEV INVERT ELEVATIONS BOTTOM ELEV DESCRIPTION LOCATION z w DS -1 12.60 8.8 (N) 8.30 MODIFIED MIAMI CURB INLET 20+09.87, 25.87' RT. w va v DO .2 i 2.b0 T. KO IvIODInEcD MIAMI CURD 11CLET w w DC 3 i G.IJ vODI :.!IAMI &JR\D R4ET QEID Q DS -4 11.50' 8.75 (NW,SW) 7.00 MODIFIED MIAMI CURB INLET 1+11.72, 28.88' RT DS -5 12.60 8.50 (W,S) 7.50 MODIFIED MIAMI CURB INLET 21+31.91, 11.0' RT g N DS -6 12.60 8.30 (N, E) 7.30 MODIFIED MIAMI CURB INLET 21+31.91, 11.0' LT DS -7 15.30 12.00 (W) 8.50 MODIFIED MIAMI CURB INLET 23+13.62,11.0' RT 0 DS -8 15.30 7.98 (W,S), 11.97 (E) 6.80 I MODIFIED MIAMI CURB INLET 23+13.62,11.0' LT c0 o z DS -9 14.30 11.0 (S) 8.10 MODIFIED MIAMI CURB INLET 7+57.42, 11.0' LT cp LL o Q Q 00 DS -10 14.30 10.97 (N,S,) 7.50 MODIFIED MIAMI CURB INLET 7+57.94, 11.0' RT W DS -11 12.60 9.10 (S) 8,10 MODIFIED MIAMI CURB INLET 4+37.88, 11.0' LT U ��u 0 Q DS -12 12.60 9.07 (N,E) 7.90 MODIFIED MIAMI CURB INLET 4+37.88, 11.0' RT c W DS -13 11.50' 8.75 (W,SE) 7.00 MODIFIED MIAMI CURB INLET STA. 1+30.23, 46.11' LT W' o ' =(9r-wowr�N� F W �Q U� m `moi DS -14 SEE DETAIL, SHEET 11B CONTROL STRUCTURE LrZ.I O {yUj DS -15 SEE DETAIL, SHEET 11B CONTROL STRUCTURE - o�m�g OrU 3}��=j_ DS -16 SEE DETAIL, SHEET 11B CONTROL STRUCTURE _ IWKF '�JZS ��==Se�Ww3�� Wo��wWaK�W�a ii33 w�N3 w O aD / DS -17 SEE DETAIL, SHEET 11B CONTROL STRUCTURE - V SEWER STRUCTURE SCHEDULE �. V E 0 o STRUCTURE TOP � M L NUMBER ELEV INVERT ELEVATIONS DESCRIPTION LOCATION �I 4 W SS -1 11.75 8.09 E SAN. SEWER MANHOLE 1+50.44, 43.95 LT SS -2 12.84 6.93 W; 6.83 E SAN. SEWER MANHOLE 4+24.87, 0.28 LT 1 U+,5b.'1 d W 00 LL SS -3 14.6 5.81 W; 5.71 E SAN. SEWER MANHOLE 7+28.86, 2.19 RT 23+2b. "1 L Z p 00 m SS -4 16.25 4.67 W; 4.57 S SAN. SEWER MANHOLE ('s= �0 00 U SS -5 15.55 3.87 N; 3.77 S SAN. SEWER MANHOLEo 21+24.12 0 W o LU -J 0 . 0m¢ SS -6 13.00 3.09 N; 2.99 SW SAN. SEWER MANHOLE 0 z p 0 w SS -7 13.10 2.67 NE; 2.57 W SAN. SEWER MANHOLE 20+51.21, 62.13 LT L Z r o > LS -1 ____ 2.53 E LIFT STATION 20+51.03 74.92 LT V, 4. Q T- • IV O O Z 0 o W j F- r- W te J o NOTES: Z WETLAN D PROTECTION PLAN ow~ W a. SILT FENCE MUST BE INSTALLED BY HAND ALONG SURVEYED CONSERVATION Z EASEMENT BOUNDARIES (AT TOE OF SLOPE -SEE SECTIONS EE,N,O) PRIOR Q MM 2 m u - TO CONSTRUCTION. W W b. NO TURBID DISCHARGE TO WETLANDS IN PERMITTED. n c. ALL STOCKPILE AND/OR CONSTRUCTION STAGING AREAS MUST BE LOCATED (,j,[ > N 100 FT. FROM WETLANDS. rn �..� Q KEY = z 04 C3 o 13 SILT FENCE J rU V SPLIT RAIL FENCE FILL SLOPE- PLANT WITH NATIVE VEGETATION (SEE . ENVIRONMENTAL PLAN- BIOTECH) TOP OF BERM- 4' TO 5' V11111Z111111Z1111 WIDE, FLAT TOP- STABILIZE AND SOD OR MULCH FOR PEDESTRIAN ACCESS. N OTE: 1. ADJUST GRADING AROUND TREES TO BE PRESERVED IN ORDER TO MINIMALLY IMPACT EXISTING TREES. 2. EXISTING TREES TO BE REMOVED MAY BE RELOCATED TO THE EAST PROPERTY LINE BUFFER AREA. NOTE: LACONIA STREET MUST BE CONSTRUCTED IN ITS ENTIRETY, EXCEPT FOR FINAL LIFT OF ASPHALT, PRIOR TO COMMENCEMENT OF SUBDIVISION IMPROVEMENTS. ALL LACONIA CONSTRUCTION IS DEPICTED ON SHEETS 5,6,8,9 AND 11-13. X-2' 2.5" LETTERS NATURAL CONSERVATION 1.5" LETTERS AREA w NAi11E SCAR OR YkAtTABEY" M o CAL Tm ST. Jam 0TOMi M10 A O 4j 1 � 4" X 4" P/T LUMBER LACED ALONG 'ME WECTLAND%CONSERVATION EASEMENT VATION AREA SIMS TO BBOUNDARY TO CLEARLY GRAPHIC SCALE DEMARCATE THE BOUNDARIES OF THE NATURAL CONSERVATION AREA PLACE AT A MINIMUM OF 1 SIGN PER 100 FT. ALONG BOUNDARY NATURAL CONSERVATION SIGN 20 40 80 180 N.T.S ( IN FEET ) 1 inch = 40 ft. II 0 J Z � Q 0- < Z Iy W � � J W � � Z :D In Q 0 CL -7 mm 0 o W -t > Z L` � D _z > O W 0 J m � LLJ � /�� �./ / w z z / CERZIFICATIN/ JOSEPH W. SC E FL REG. N 47 ❑ JODAH B. TILE i FL REG. 0. 5739 ❑ AM FL RE 140. ODDA 760 mm MATCHLINE SEE SHEET 8 a \ \219 PG �8' ,0 21+17.68, I 4 R TN i � C=T.LF I 18. 1' RT w D D CA 4i?' /W L 0 T 9 s "n . " MCI PAF „ " 10' CONSERV1iTf�N ` FFE - 4.7 �` Y� 3 -I PLAT \�-, 2 PVC` W MES " 6X6 TEE, AND T I 12 CMP /' S N +� EASEMENT `'OVER 17 18 -,REAR OF LOT 37 Q� 3 ( 5� 13, 9, I N.INV_14.32 6 d l 5 N. 0.4 S VALVE IREy `F1Y© 3 ���� SSEMBL I 6 L S.INV=14.26' /a�\220 _ EI LSOUTH c,`�% � FH TO B�8' MIN M = 14.5 ' � 3` x y� -�� ... _ ,�' I 2222 �' \ TSEMENT �' 13.1 RO ,..BOC I 5' _.... t, : .� 117 LFA_ 1 ti I 5, STRUCTURE TOP O 4, iQV � / .r q Trc`�Ct Ci BERM EL- _ / 4 155' _ _..... ......_.. ........ NUMBER ELEV _ - =......... BRM EIS. 1-3.5 :� ` 1 .0 �= I I „ S �� '�� r ;' v" 3 • Recreation and UtI�It1ES,,..= V1��_ S -i 13.2 �s°` �' 4 PVCr.FORCEMAIN _ - 22 y t.,Yd J - , /_ SAW CUT ALONG EXIST. DS -1 � _ �� 0 � �`,�' � �'_ I 12 60 /0. 3 AC w- 6 EDP- TRUE/STRAIGHT LINE l 0 e s2 12 BASE ED �� A2 �' [ i REMOVE ALL PAVEMENT, 2 . ... 3 S LIFT ST 15' UTI (" g�p gE \i 15. EO GL MATERIALS WEST OF LINE r� I � LIIY NS � \ .. I 13.5 �,� EASEMENT � . 14.86' LOT 90 7 �.► .� TOP OF FILL 22 tea; `�r' z I i 6 DS -4 ( 1 1.50' S2• SLOPE 12.9 12.6 4: 0' BEND ( a} STAB.: �h S . , LITY EA MENT 10UJLD` ? ` DS -5 12.60 (2)-4 90' BEN2 / I "� S• � Tract 'E� p �� . ��' '. R LIFT T N �� S2, i'6, �� �•5' BEND " ,14. pS1 pp ' ". \ 225 � 1 15.08',-L DS -6 12.60 �j \ MIN FFE = 14.5 i I Conservation 226, :. 4" 45' BEND I 2" CMP s0 r�J _ \ / I �2.8 `I �--- I it N.INV=13.48' DS -7 15.30 ,w x.99 A.0 ppp•A..w.... 11 S INV=14 02' I BERM EL 13.5/ I i_ .. \Fy -� .-` i _ DS -8 15.30 BERM EL. 13.0 CONST. BERM z 74q� DS -9 14.30 / x,12 4.,°45' BEND 2 FT ABOVE C.L. ,., I o '1'f OF LACONIA I �r� �1 0 UPLAND BUFFER 4 45 BEND __11._ _ _ , , DS -10 14.30 REMOVE EXOTIC \ PCO ��� T� Q r / SUPPLEMENT W� ADDITIONAL , \ �r•.Q� �y , F-= DS -11 12.60 f :, w EXIST. DRIVEWAY NOTE: THE 10 YEAR FLOOD PLAIN ELEVATION , NATIVE VEGETATION, ` PLANT uPLA►v z SLOPE PER ( ( W - X5.24 L-1 SLOT 71 DS -12 12.60 0 LIMITS aF SITE 228 BIOTECH PLAN },� q 14. \ IS AT 8.5' IN SECTION K OF FEMA i %� \ \ : i ( 4 ' a ? DS -13 \...,.. CONSERVATION ESMT ` V V I �\ I o a� �$ w 1 1.50' 3� 1'1.10�� 1 1�2� °� �5 ( o �o DS -14 2 3 c� . REMOVE EXOTICS _w X10 LANDSCAPE EASE z r- Q CD DS -15 SUPPLEMENT /REPLANT t ` t WITH OPAQUE BUFFER 1 L Cn w y � , \PER BIOTECH PLAN ' I z = 229 I I I _ _ ... Q ... _LLT ._.. - - ... .... .... .... DS -16 SET ---PRM = I t IR CAP �F^ w� BERM EL. 1 "� �� �I o z m DS -17 I �� / BERM EL 133 �� MIN F�= 4. I� �M 'M.E.S. - INV.=13.54' O 0 Q PLS #2391 � h � A / �\ 2 2 A•s`4 7 N y TOP OF FILL D 0 ( a 1 Q � \ SLOPE •_w F ME.S. -TNV.=13.52' m 13.34 I � S L O T 12 a.. \-...,.. LIMITS OF SITE%- 5 -- ME ,5.0� s' z O GRADING & a CMP STRUCTURE TOP 0 z r I € Q 23� (n 12" I DRAINAGE I STRUCTURE SCHEDULE III INVERT ELEVATIONS I BOTTOM ELEV DESCRIPTION LOCATION 8.8 (N) I I 8.30 I MODIFIED MIAMI CURB INLET 20+09.87, 25.87' RT. 81�b -I-I T.�Cr jMODIFIEE) MIAMI eURB N! � 5.10 j 8.10 j -MODIFIED MtAtvll Cl%TD 11,4tET 8.75 (NW,SW) I 7.00 MODIFIED MIAMI CURB INLET I 1+11.72, 28.88' RT 8.50 (W,S) 7.50 MODIFIED MIAMI CURB INLET ' 21+31.91, 11.0' RT 8.30 (N,E) I 7.30 MODIFIED MIAMI CURB INLET I 21+31.91, 1 1 .0' LT 12.00 (W) 8.50 MODIFIED MIAMI CURB INLET Z 23+13.62,11.0' RT 7.98 (W,S), 11.97 (E) 6.80 MODIFIED MIAMI CURB INLET 23+13.62,11.0' LT 11.0 (S) ( ' 8.10 MODIFIED MIAMI CURB INLET CERAFICARON 7+57.42, 11.0' LT 10.97 (N,S,) I 7.50 I MODIFIED MIAMI CURB INLET 7+57.94, 11.0' RT 9.10 (S) I I 8.10 MODIFIED MIAMI CURB INLET 4+37.88, 11.0' LT 9.07 (N,E) , 7.90 ( MODIFIED MIAMI CURB INLET 4+37.88, 11.0' RT 8.75 (W,SE) I 7.00 MODIFIED MIAMI CURB INLET STA. 1+30.23, 46.11' LT SEE DETAIL, SHEET 11B CONTROL STRUCTURE - SEE DETAIL, SHEET 11BI CONTROL STRUCTURE - SEE DETAIL, SHEET 1 1 BI CONTROL STRUCTURE - SEE DETAIL, SHEET 11BI I CONTROL STRUCTURE , - SEWER STRUCTURE SCHEDULE p CONSERVATION ESMT • o -1 NUMBER ELEV ry z I INVERT ELEVATIONS DESCRIPTION ( LOCATION N.INV=13.72' I \1 NN\ S.INV=13.60' 11.75 8.09 E SAN. SEWER MANHOLE 1+50.44, 43.95 LT 3.1 TYf�. 'l z J SS -1 h TO EXI9ST SS 2 .._ .. ; \ _ _. -- - 12.84 6.93 W; 6.83 E SAN. SEWER MANHOLE 4+24.87, 0.28 LT \LIMITS OF 10 YR. £ ;,, " - I SS -3 14.6 5.81 W; 5.71 E SAN. SEWER MANHOLE 7+28.86, 2.19 RT \ . ___ - ��..• .�.. FLOOD ELEVATION . `� ``•- i ACT REA t < 1 0 EL...8 SP I 232A ;' SS -4 16.25 4.67 W; 4.57 S SAN, SEWER MANHOLE v -y ; 5 1 y, �W •, �� . SW -1 FILL SEBASTIAN HIGHLAND' \"N_ X14.4 AGRICULTURAL ss -5 I 2'I +24.'I2 15.55 3.87 N; , UNIT 11 3.77 5 SAN. SEWER MANHOLE 239A '�- it ' DITCH FLUCFCS �1 - V-3' -- � � kvm f 0.09 AC. PLAT OK %, AG SS 6 13.00 3.09 N; 2.99 SW SAN. SEWER MANHOLE 0 510 BO P E S4{' S-2 CO�JST. SPP RAIL ��. SS -7 'A I� 32 _ ISL I °Y SAW -CUT ALONG EXIST. 13.10 2.67 NE; 2.57 W SAN. SEWER MANHOLE 20+51.21, 62.13 LT FENCE AT tA0,B. '� a, ,f = / 2.5" LET fERs ` ; EOP- TRUE/STRAIGHT LINED T 73 LS -1 �, 5 ---- 2.53 E LIFT STATION 20+51.03, 74.92 LT REMOVE ALL PAVEMENT, BASE NATURAL I T AiiG, IN ? ' MATERIALS WEST O F LINE 1.5" LETTERS I 2 pioOTHER a VATION snrtmAt+cE lC `' \ r. , ; # ? ' � s. s. � s. � � s• � s. s. c� cr° no ouMpHa uvo aEuMa t _.. _. i 4 (� CR VMAIRON PEAMITfED BEYTm ST. THIS PONT. ; rl CALL THE Si. Jp918 - _ - PoYER WATER MANAGEMENT pS OT Epi EURT}4R \♦\ ` \ I i i -J 14s. d"'FI y.l t , E\ MS n HAMTAT KEY v \ o 10'ACCESS'I LIMITS OF 13 ❑ ❑ SILT FENCE I EASEMENT 14 ; OVERLAY \ TO SRWCD ? I t £ d 1 I 12A 72" CMP 4" X 4" P/T LUMBER 7� , NN,fir' f' ! I LOT 14 N.INV-6.91' LOT 15 c< - SPLIT RAIL FENCE SS. S.INV=6.95' 2.92 12" CMP O t I= I o =1 I ,(� �� Tract'E' � r '8�� \ E.INV=11.82' 12" CMP g2 W. N V=11.9 `'� 3�6 • W CONSERVATION AREA SIGNS TO BE PLACED ALONG THE WETLAND/CONSERVATION EASEMENT BOUNDARY TO CLEARLY DEMARCATE THE BOUNDARIES OF THE NATURAL CONSERVATION AREA PLACE AT A MINIMUM OF 1 SIGN PER 100 FT. ALONG BOUNDARY NATURAL CONSERVATION SIGN N.T.S ! ^ :Conservation ;: E.INV=13.11'00 " 3g" SMP , 12" CMP �I FILL SLOPE- PLANT WITH 18 ADS INV•=J,7 INV.=11.5 ' U NATIVE VEGETATION (SEE 1 �, W.INV=12:5 ( " ,,qqppSS 5 ENVIRONMENTAL PLAN- BIOTECH) T 60 INV=12.41 �� =UNK OWN 2� CM� \'b I . . . . . . . . . . I # �� \ F` (� ;. 5 �6 c2 512.75' ES 10 $ CO ED� N ._ .64' o \44.65 fNV 12.11 ao$', 5 �� \ 14.53 c c t�1., = 11.70 V r 1 �7C) g� - DS -17 x.01 F _m _,`...t. F \ \ g ATAT �. TOP OF BERM- 4 TO 5 =� I _ l o .T. _._.... ._ , g ETP. ; ,,...._ ., WIDE, FLAT TOP- STABILIZE , i 14,15 a NT FD •e. € t # .\ V V � V H -1 / Y ., c d a4Y. R �1 fid• �,'> 2_ � cn 6 AND SOD OR MULCH FOR rt 11 1� X4.6 - - NO 11) - �. -�° 2` 2 o ' • PEDESTRIAN ACCESS. �' =.2 �'.�• 28 LF 1 �.._ �.,..�� .... _... a°...�-_...... _ ._._ �0?�20 ��� I �� o �� �o RCP4E� k• gcoNc 1 �� 66.._. 2 C� . ........... - L�QRr� 5 g-- r 5 iw¢ts� �w�$s� ,k.� ti�as tgte 14A5 4 �� �Q 5 , •- - : z y GYiR1�E �- �.�2�bNST. 4" MJGV? 13 5 . 6. 1 =.34'_.`=13.38' j t t I; CTC N O Q CONST. PAVEMENT\ "CMP E r Ai 12" SMP NOTE: Op• 'I� ' / 3 r= BUTT JOINT ��g W.I d1�13.66° = OP EE 1353' tr 9.8 A D �;GaRW ro L ci�� PERS+AT � w ' j N.w� Nv=�113�55' 12" CMP 1. ADJUST GRADING AROUND TREES TO BE SET PRM / \ \ w I I SEBASTIAN HIGHLANDS E.INV=14.04 PRESERVED IN ORDER TO MINIMALLY IMPACT BLOCK 364 CB . w z UNIT, 11 W.INV=14.10' EXISTING TREES 1•� CMP TOP=13.71 2. EXISTING TREES TO BE REMOVED MAY BE N.E.INV 12.54 I I� - _ r <✓ �, \ = O �> z to LO a \ �, z � V.IIPV=11.05 Lor 2 RELOCATED TO THE EAST PROPERTY LINE _ w Q o . LOT 3 BUFFER AREA. � �� 559 • ,�' � '12 �6 ..m ,. // '� • \ �C, �P` J � , � . 02 �g. W _ I 1 g��`� PRM '• O ( ` 36" CMP IO/CAP FD 2- m 36" CMP I N.INV=9.08' PLS #2391 `N N z CL N.INV=x_00' , Q S INV 8 72' .I S.INV=8.90 ', a• �, ::D C11) i 30' DRAINAGE R/W Qa .. GRAPHIC SCALE .. ....... ......... ........ _ -- ---- . N s M< z ��0 �0 �6 4 g �' � �:.� -" _ _ b '�i 40 0 20 40 80 160 �J�" 1/O 1/O v/ �7� ; �0�4. z r� 1 1 1�1 00�'� t �� �� ,•t2" / X5.55 ( IN FEET) �� � 1 inch = 40 ft. O Sj� /��\�.� Ao /�- T e.€ art E LKCAM WATERWAY NOTE: LACONIA STREET MUST BE CONSTRUCTED IN ITS ENTIRETY, EXCEPT X,\ FOR FINAL LIFT OF ASPHALT, PRIOR TO COMMENCEMENT OF �� ! �� 5� i �SUBDIVISION IMPROVEMENTS. ALL LACONIA CONSTRUCTION IS DEPICTED G �0 Cb t _ ON SHEETS 5,6,8,9 AND 11-13. '36" W 1327.46' /1 0 S 89'55 ffiW r 7:�E t URF ` ? r' „fin .t; , ? �� � � { \ CM FD - �- - - - - 3 NO ID SOUTHEAST CORNER OF j THE NORTHEAST 1/4 OF SOUTH LINE OF THE NE 1/4 „OFCBOGINNNG1-38 POINT DIRECTIONAL BORE 350 LFt� 5° 'NnF EASEMENT & RIGHT OF WAY 4" HDPE, TOP PIPE SHALL BE (-) 5.0' BELOW CREEK BOTTOM, 6 NOTES: SEE OFF-SITE FORCE? *WETLAND :PROTECTION PLAN* MAIN PLANS 2 �� a. SILT FENCE MUST BE INSTALLED BY HAND ALONG SURVEYED CONSERVATION 2? EASEM,ItNT BOUNDARIES (AT TOE OF SLOPE -SEE SECTIONS EE,N,O) PRIOR 444, TO CONSTRUCTION. ?� NN, a b. NO TI RBID DISCHARGE TO WETLANDS IN PERMITTED. II XQ C. ALL STOCKPILE AND/OR CONSTRUCTION STAGING AREAS MUST BE LOCATED 2� g" 100 FT. FROM WETLANDS. N f "N to \ �u P a o 0 3 jl o uj o;l W w z uj En v UJ wo Q IC Q � N z 0 p z 'tO 0 Q CO w o = ZON}U wo �>FN� �wO �Hd-Jh�Ow zow�oowo=mr- a'w==�wwwZ3�� wo==ww00 zwD (1) E � Q ML Q 0Z O N w J cn O DD =o �00U w0W �0m< o z0W ~� g o> >/ CC N 0) ry C14 cl =Luo <�� W J C.Dw(nN o 1- _ j D - Z¢J� M zt Lu W w�� w >N 64 CD J j Qo Z_04 r r- V � J U) Z3 �w DATE SHEET 9 P OJE0601 J � D O LTJ -j > z L` 0 H � > O U J 0 mLAJ� >_ :D U) w Z _Q Z SECI EEB CERAFICARON JOSEPH W. SCHUUCE FL REG. N0. 47048 , ❑ JODAH B. 8ITi1 E FL REG.A-O'157398 e' DATE SHEET 9 P OJE0601 J � Y i d eN m x"' s c r r G a y? r fi ti. Y. $ v u. n w p O O S F- V) N M o o o vi z v LLW Zz W d U 4 - Z�a = V1 T,U ~moo - =C�F-WOWAFx_—NS w - - d���xpw Zo��ooyaJo=m°� _ o w x~ E x w w z c7 - Q`ryjC_IQ8Xowtw, Xwi ww �w�a wo IQ �z.0. x� 3w�N3wxaV p CID Zt CcN 4;■ Q f0 0 /? t� .Q � 00 �Of LL coUtn ?04 O W zo w Z z >0 �Qrw N Q d" 06 O 0 MLij ei LLJ Q �® cbL,u)� 0 z0J C� in W � � �wW0y > ti i zN -ti vi v �Uj L I 04— ,. R _z Q L.Liz O UOf -i >z`` _® 00>= L,z 0Lnz w wF- tX V —w V) LL- tj- F- L I 04— ,. R O Lij -i >z`` 00>= D—� 0Lnz >O LL[ V E M F --w OfD> :DV)Fx F- z a z ®EN TINEER CERTIFICATION ] JOSEPH W. SCHULKE FL REG. N0. 48 ❑ JTAH B. FL REG. 0. 57398 ❑ WILLIAM . STODDARD 57805 : tk `:; DATE: } L I 04— ,. R NERAL SPECIFICATIONS - CLEARING/GRADING/PAVING/DRAINAGE/UTILITY CONSTRUCTION IT IS INTENDED THAT THE FLORIDA DEPARTMENT OF TRANSPORTATION "STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION", LATEST REVISIONS, BE USED WHERE APPLICABLE FOR VARIOUS WORK, AND THAT WHERE SUCH WORDING THEREIN REFERS TO THE STATE OF FLORIDA AND ITS DEPARTMENT OF TRANSPORTATION L, AND PERSONNEL, SUCH WORDING IS INTENDED TO BE REPLACED WITH THAT WORDING WHICH WOULD PROVIDE PROPERTERMINOLOGY, ER MAKING SUCH "STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION" N THEREBY AS THE 'STANDARD SPECIFICATIONS" F T. IN ADDITION THE CONTRACTOR S 0 ROADWAY OR THIS PROJECT. TRA HALL REFER TO THE *FDOT R ADWA AND TRAFFIC DESIGN STANDARDS", LATEST REVISIONS. IF WITHIN THAT PARTICULAR SECTION ANOTHER SECTION, ARTICLE OR PARAGRAPH IS REFERRED TO, IT SHALL BE A PART OF THE STANDARD SPECIFICATIONS, ALSO. ALL WORK SHALL BE IN A WORKMANLIKENER AN AND SHALL CONFORM WITH ALL APPLICABLE CITY COUNTY STATE AND FEDERAL M REGULATIONS AND/OR CODES. THECONTRACTOR SHALL ALSO BE RESPONSIBLE FOR OBTAINING ALL PERMITS AND LICENSES REQUIRED TO BEGIN WORK. THE CONTRACTOR SHALL GIVE THE ENGINEER 24 HOURS NOTICE PRIOR TO REQUESTING REQUIRED INSPECTIONS AND SHA LLSUPPLY ALL EQUIPMENT NECESSARY TO PROPERLY TEST AND INSPECT THE COMPLETED WORK. THE CONTRACTOR SHALL GUARANTEE ALL WORK AND MATERIALS FOR A PERIOD OF ONE YEAR FROM THE DATE OF PROJECT ACCEPTANCE, DURING WHICH ALL FAULTY CONSTRUCTION AND/OR MATERIALS SHALL BE CORRECTED AT THE CONTRACTOR'S EXPENSE. CLEARING/GRUBBING THE CONTRACTOR SHALL COMPLETELY REMOVE AND DISPOSE OF ALL BUILDING, TIMBER, BRUSH, STUMPS, ROOTS, RUBBISH, DEBRIS, INCLUDING SEPTIC TANK, BUILDING FOUNDATIONS, PIPES, ETC., WITHIN THE LIMITS OF THE ROADWAY CONSTRUCTION, ALL AREAS WHERE STRUCTURES WILL BE CONSTRUCTED INCLUDING PIPE CULVERTS, AND AS OTHERWISE DEPICTED IN THE PLANS, ALL IN ACCORDANCE WITH SECTION 110 OF THE STANDARD SPECIFICATIONS. GRADING THE CONTRACTOR SHALL PERFORM ALL GRADING NECESSARY TO ACHIEVE THE PROPOSED PLAN GRADES, FINAL DRESSING SHALL HAVE A TOLERANCE OF 0.2 Ft.+- FROM THE PLAN CROSS SECTIONS. GRADING SHALL INCLUDE ALL SHAPING, ROUGH GRADING, ROADWAY EXCAVATION AND FINAL DRESSING REQUIRED FOR THE PROPOSED ROADWAY AND ROAD EMBANKMENTS WITHIN THE LIMITS DEPICTED IN THE PLANS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING THE FINISHED GRADES UNTIL CONTRACT CLOSE-OUT, AND MUST RE -GRADE AS REQUIRED WHEN EROSION OR OTHER DISTURBANCES OCCUR. SEED/MULCH AND/OR SODDING SHALL BE INCORPORATED TO ASSIST IN THIS REGARD. HOWEVER, ANY LOSS OF SOD OR SEED/MULCH DURING THESE OCCURRENCES MALL BE REPLACED AT THE CONTRACTORS EXPENSE, SOD: SOD SHALL BE ARGENTINE BAHIA. UNLESS OTHERWISE INDICATED. SOD SHALL BE WELL MATTED WITH ROOTS AND SHALL BE SUFFICIENTLY THICK TO SECURE A DENSE STAND OF LIVE GRASS. THE SOD SHALL BE LIVE, FRESH AND UNINJURED AT THE TiME OF PLANTING AND SHALL BE REASONABLY FREE OF WEEDS AND OTHER GRASSES. THE RECEIVING GROUND SURFACE SHALL BE GRADED TO PROPER ELEVATIONS, FREE OF LARGE VOIDS, ROOTS, WEEDS OR PATCHES OF EXISTING GRASS. UPON LAYING, THE ENTIRE AREA SHALL BE ROLLED THOROUGHLY. ALL SODDED AREAS ARE TO BE WATERED TO KEEP SOD ALIVE UNTIL THE CONTRACTOR IS CLOSED OUT, DEAD SOD SHALL BE REPLACED BY CONTRACTOR. EMBANKMENT CONSTRUCTION ROADWAY EMBANKMENT CONSTRUCTION SHALL CONSIST OF ALL THE EMBANKMENT CONSTRUCTION REQUIRED FOR THE PROPOSED ROADWAY AND/OR PARKING LOT, BUILDING PADS, DITCHES AND SWALES IN ACCORDANCE WITH SECTION 120 OF THE STANDARD SPECIFICATIONS, EMBANKMENTS SHALL BE CONSTRUCTED FROM MATERIAL CONTAINING NO MUCK, STUMPS, ROOTS,BRUSH,VEGETABLE MATTER, RUBBISH, OR OTHER DELETERIOUS MATERIALS THAT WALL NOT COMPACT TO A SUITABLE ENDURING ROAD BED. MATERIAL: SELECT GRADE; A.A.S.H.T.O. M-145 DESIGNATION A-1, A-3, A-2-4. (REFERENCE F.D.O.T. INDEX 505) COMPACTION: 12' COMPACTED LIFTS, MINIMUM 98% MAXIMUM DRY DENSITY (A.A.S.H.T.O. T-180). COMPENSATION: COMPENSATION FOR THE EMBANKMENT CONSTRUCTION SHALL BE MADE FULLY BY THE BID ITEMS FOR BORROW EXCAVATION (PER C.Y.), GRADING (PER LF. OF ROADWAY OR PER ACRE OF SITE), AND SUBSOIL EXCAVATION (PER C.Y.) WHEN APPLICABLE. STAKING CONSTRUCTION STAKING SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. STABILIZING STABILIZED SUBGRADE SHALL BE CONSTRUCTED TO THE FLORIDA BEARING VALUE AS PER PLAN FOR THE DEPTH AND LIMITS MOWN ON THE PLAN, AND IN ACCORDANCE WITH SECTION 160 E THE STANDARD SPECIFICATIONS, ALL STABILIZED AREAS SHALL BE COMPACTED TO AT LEAST 98% OF THE MAXIMUM DENSITY AS DETERMINED BY AASHTO T-180, BASE COURSE THE BASE SHALL BE CONSTRUCTED OF EITHER UMEROCK MATERIAL iN ACCORDANCE WITH SECTION 911 OR CEMENTED COQUINA SHELL MATERIAL IN ACCORDANCE WITH SECTION 915 OF THE STANDARD SPECIFICATIONS. LIMEROCK BASE SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 200 AND CEMENTED COQUINA SHELL BASE SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 250 OF THE STANDARD SPECIFICATIONS. THE CONTRACTOR SHALL PROVIDE ROCK PIT CERTIFICATION FOR CEMENTED COQUINA SHELL MATERIAL BASE SHALL BE COMPACTED TO AT LEAST 98% OF THE MAXIMUM DENSITY AS DETERMINED BY AASHTO T-180. BASE SHALL BE APPROVED PRIOR TO PRIME COAT. PRIME AND TACK COAT PRME AND TACK COATS FOR THE BASE COURSE SHALL BE IN ACCORDANCE WITH SECTION 300 OF THE STANDARD SPECIFICATIONS. ASPHALT CONCRETE SURFACE COURSE (&C.S.C.) SUPERPAVE TYPE SP 12.5 (TRAFFIC LEVEL C) SHALL BE CONSTRUCTED FOR THE DEPTH AND LIMITS SHOWN ON THE PLAN, IN ACCORDANCE WITH SECTIONS 320, 330 AND 331 OF THE STANDARD SPECIFICATIONS. CURB ALL CURB CONSTRUCTION SHALL BE IN ACCORDANCE WITH SECTION 520 OF THE STANDARD SPECIFICATIONS, AND IN ACCORDANCE WITH F.D.O.T. INDEX No. 300. PROVIDE CONTRACTION JOINTS AT 10 -FOOT O.C. MAXIMUM. TRANSITION ENDS OF CURB FROM FULL TO ZERO HEIGHTS IN 3 -FEET. CURB CUT RAMPS SHALL BE IN ACCORDANCE WITH F.D.O.T. INDEX No. 304. TESTING THE CONTRACTOR SHALL RETAIN THE SERVICES OF AN APPROVED INDEPENDENT TESTING LABORATORY TO CONDUCT ALL REQUIRED TESTS ON EMBANKMENT,SUBGRADE, BASE, PiPE BACKFILL AND SURFACE COURSE MATERIALS. TEST RESULTS MUST BE SUBMITTED PRIOR TO ANY REQUEST FOR PAYMENT ON THE ABOVE ITEMS. THE SCHEDULE FOR TESTING THE ROAD/PAVEMENT AREAS CONSTRUCTION SHALL BE AS FOLLOWS: A. EMBANKMENT: (1) DENSITY TESTS SHALL BE TAKEN AT A MAXIMUM OF 10,000 SF. INTERVALS FOR EACH 12" LIFTS CONSTRUCTED. B. SUBGRADE- (1) UBGRADE: MIGHT BE NECESSARY IN THPER E EVENT OF VARIATIONS TEST SHALL BE FINN AT SUBSOIL CONDITIONS. (MINK.. OF 3VALS OF NOT MORE A/ SOOORFJ/OP�0,000 OR CLOSER AS (2) DENSITY TESTS SHALL BE TAKEN AT INTERVALS OF NOT MORE THAN 5000 SF OR CLOSER AS MIGHT BE NECESSARY. C. BASE: 1) REIN / LB.R. (PER PLAN) TEST SHALL BE TAKEN AT INTERVALS OF NOT MORE THAN 5000SF / 20,000SF OR CLOSER MIN. OF 3 / 1 PER JOB) 2) DENSITY TESTS SHALL BE TAKEN AT INTERVALS OF NOT MORE THAN 5000 SF OR CLOSER AS MIGHT BE NECESSARY. D. PIPE BACKFILL• (i) DENSITY TESTS SHALL BE TAKEN AT A MAXIMUM OF 200 Ft. INTERVALS, 1' ABOVE PIPE, V BELOW GRADE, MIN.. E. STRUCTURES: (1) A MINIMUM OF 1 DENSITY TEST SHALL BE PERFORMED IN THE STABILIZED SUBGRADE ADJACENT TO EACH STRUCTURE INSTALLED. F. BUjILDING PAD: (1) AS SPECIFIED IN ARCHITECTURAL PLANS. ALL TESTS SHALL BE PAID FOR BY THE CONTRACTOR. CLEAN-UP THE CONTRACTOR MUST PROVIDE CLEAN-UP OF EXE ON I P SSC CONSTRUCTION MATERIAL UPON COMPLETION OF THE PROJECT. THE SITE MUST BE LEFT IN A NEAT, CLEAN, GRADED CONDITION. DRAINAGE SPECIFICATIONS STORM INLETS AND MANHOLES SHALL BE CONSTRUCTED IN GENERAL ACCORDANCE WITH SECTION 425 OF THE STANDARD SPECIFICATIONS OF THE FLORIDA DEPARTMENT OF TRANSPORTATION. CONCRETE SHALL HAVE A MINIMUM 28 -DAY COMPRESSIVE STRENGTH OF 3000 PSI. ALL REINFORCING STEEL TO BE ASTM A 615-72 GRADE 40, Fy = 40,000 PSI, AND SHALL BE HANDLED AND PLACED IN ACCORDANCE WITH ACI 318-71. PRECAST CONCRETE MANHOLES AND STORM INLETS MAY BE USED UPON THE ENGINEER'S APPROVAL OF THE MANUFACTURER'S SHOP DRAWINGS. PRECAST INLETS ALL STORM INLETS SHALL BE PRECAST REINFORCED CONCRETE IN ACCORDANCE WITH APPLICABLE REFERENCES TO FDOT DRAWINGS IN THE FDOT ROADWAY AND TRAFFIC DESIGN STANDARDS', LATEST EDITION. TYPE II PORTLAND CEMENT SHALL BE USED IN THE CONCRETE MIX. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 -DAYS OF 4000 PSI. CULVERT PIPES REINFORCED CONCRETE PIPES (R.C.P.) SHALL BE IN ACCORDANCE WITH SECTION 941 OF THE STANDARD SPECIFICATIONS CORRUGATED ALUMINUM PIPE SHALL BE IN ACCORDANCE WITH SECTION 945 OF THE STANDARD SPECIFICATIONS. STORM SEWER CONSTRUCTION SHALL BE IN ACCORDANCE WITH SECTION 430 AND RELATED SECTIONS OF THE STANDARD SPECIFICATIONS OF THE FLORIDA DEPARTMENT OF TRANSPORTATION. BACKFILLING OVER PIPE CULVERT AND STORM SEWERS SHALL BE COMPLETED IN MAXIMUM 6' LIFTS, TO A POINT 1Y ABOVE THE PIPE, AND IN 12" LIFTS BEYOND, COMPACTED TO A MINIMUM OF 98% OF MAXIMUM DRY DENSITY. CONCRETE UNLESS OTHERWISE SPECIFIED OR INDICATED, ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 -DAYS OF 3000 PSI. ALL WORK SHALL COMPLY WITH THE CURRENT EDITION OF THE AMERICAN CONCRETE INSTITUTE (ACI) BUILDING CODE AND THE APPLICABLE BUILDING CODES HAVING JURISDICTION IN THE AREA. RECORD DRAWINGS CONTRACTOR SHALL KEEP AND MAINTAIN RECORD DRAWINGS ON THE PROJECT SITE AT ALL TIMES WHICH SHALL BE ANNOTATED BY THE CONTRACTOR DEPICTING ANY CHANGES MADE IN THE FIELD WHICH DIFFER FROM THE CONTRACT DRAWINGS. RECORD DRAWINGS SHALL INCLUDE, BUT ARE NOT LIMITED TO, HORIZONTAL LOCATION, INVERT AND TOP ELEVATIONS OF CULVERTS, SEWER MANHOLES, DRAINAGE STRUCTURES, INLETS, AND UTILITY MAINS. CONTRACTOR SHALL SUBMIT COMPLETE AND FINAL RECORD DRAWINGS TO ENGINEER UPON COMPLETION OF PROJECT AND PRIOR TO FINAL INSPECTION AND FINAL PAYMENT. THE CONTRACTOR SHALT BE REQUIRED TO HAVE A SURVEYOR PROVIDE CERTIFIED RECORD DRAWINGS/AS-BUILTS. THESE DRAWINGS SHALL BE PROVIDED IN AN ACAD ELECTRONIC FILE AS WELL AS ON SIGNED/SEALED HARD COPIES. THE AS-BUILTS MUST MEET I.R.C. UTILITY DEPT. CRITERIA FOR WATER MAIN AND SEWER AS -GUILTS, INCLUDING TIES TO STATE PLANE COORDINATES. INSPECTION MINIMUM CONSTRUCTION INSPECTION CHECKPOINTS THE ENGINEER SHALL BE NOTIFIED: A. PRIOR TO ANY MAJOR DEVIATION FROM THE APPROVED PLANS. B. PRIOR TO BACKFILLING ANY PIPE TRENCHES. C. UPON COMPLETION OF SUBGRADE AND COMPACTION. D. UPON BEGINNING OF SPREADING OF ROCK BASE MATERIAL E. UPON COMPLETION OF GRADING AND COMPACTION OF BASE MATERIAL AND PRIOR TO PRIMING. F. IMMEDIATELY PRIOR TO AND UPON APPLICATION OF A.C.S.C. G. UPON COMPLETION OF CONSTRUCTION. INSPECTION NOTIFICATION: THE RESPECTIVE COUNTY DIVISION SHALL BE NOTIFIED, IN WRITING, WITH COPIES TO THE COMMUNITY DEVELOPMENT DIVISION OF THE COMMENCEMENT AND COMPLETION OF THE FOLLOWING ITEMS OF CONSTRUCTION SO THAT AN IMMEDIATE INSPECTION CAN BE PERFORMED TO ENSURE CONSTRUCTION IN CONFORMANCE WITH SAID APPROVED CONSTRUCTION PLANS AND SPECIFICATIONS AND THE REQUIREMENTS OF CHAPTER 913. IF THE COUNTY NOTIFIES THE DEVELOPER THAT NO COUNTY INSPECTOR IS AVAILABLE TO INSPECT WITHIN FORTY-EIGHT (48) HOURS OF AN INSPECTION REQUEST AND IF A DELAY IN INSPECTION WOULD CAUSE A DELAY IN THE PROJECT, THEN THIS REQUIREMENT MAY BE MET BY SUBMISSION OF A CERTIFICATE FROM THE ENGINEER OF RECORD THAT ALL CONSTRUCTION WAS COMPLETED IN ACCORDANCE WITH THE LAND DEVELOPMENT PERMIT: 1. WATER UNE AND SANITARY SEWER LINES PRIOR TO BACKFILLING (UTILITIES DIVISION) 2. STABILIZED SUBGRADE (PUBLIC WORKS DIVISION) 3. CURB AND CONCRETE WORK (PUBLIC WORKS DIVISION) 4. ROADWAY BASE (PUBLIC WORKS DIVISION) 5. SURFACE COURSE (PUBUC WORKS DIVISION) 6. PERMANENT REFERENCE MONUMENTS AND PERMANENT CONTROL POINTS (PUBLIC WORKS DIVISION) THE FAILURE TO NOTIFY THE RESPECTIVE DIVISIONS OF THE COMMENCEMENT AND COMPLETION OF CONSTRUCTION OF SUCH ITEMS SHALL BE GOOD CAUSE TO REFUSE TO ISSUE A CERTIFICATION OF COMPLETION UNTIL SUCH FURTHER INVESTIGATION IS CONDUCTED TO VERIFY COMPLIANCE WITH THE LAND DEVELOPMENT PERMIT. ALL WATER AND SEWER MPROVEMENTS MUST BE INSPECTED BY THE INDIAN RIVER COUNTY UTILITIES DIRECTOR OR HIS REPRESENTATIVE OR THE APPROPRIATE MUNICIPAL OR PRIVATE UTILITY REPRESENTATIVE PRIOR TO BACKFILLING [913.07(5)(H)l WHERE REFERENCES ARE MADE TO ROADWAY CONSTRUCTION. IT IS INTENDED TO INDICATE CONSTRUCTION FOR ROADWAYS AND/OR PARKING LOTS/IDRIVEWAYS. TRAFFIC./PAVEMENT MARKING NOTES: 1. ALL PARKING SPACE MARKINGS WITH THE EXCEPTION TO THE HANDICAPPED PARKING SPACES SHALL BE MARKED IN WHITE REFLECTORIZED TRAFFIC PAINT AND BE IN ACCORDANCE WITH THE FLORIDA DEPARTMENT OF TRANSPORTATION'S STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, 1991, SECTION NO. 710. 2. ALL HANDICAPPED PARKING SPACES SHALL BE PROPERLY SIGNED AND MARKED IN ACCORDANCE WiTH THE F.D.O.T.'S STANDARD INDEX NO. 173246. 3. TRAFFIC FLOW ARROWS THRU PARKING AREAS ARE FOR DIRECTION AND ARE TO BE PAINTED. 4. STOP BARS SHALL BE 24" WIDE. USE EXTRUDED TYPE, ALKYD BASE THERMOPLASTIC. 5. ALL SIGNS AND PAVEMENT MARKINGS SHALL BE IN CONFORMANCE WITH F.D.O.T. TRAFFIC DESIGN STANDARDS AND THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES. 6. ALL PAVEMENT MARKINGS FOR CITY OR COUNTY ROADWAYS SHALL BE EXTRUDED TYPE ALKYD BASE THERMOPLASTIC AND SHALL BE IN ACCORDANCE WITH THE FLORIDA DEPARTMENT OF TRANSPORTATION'S SPECIFICATIONS FOR ROAD FOR ROAD AND BRIDGE CONSTRUCTION, SECTION NO. 711. 7. SPECIAL MARKINGS (CROSS WALK, STOP BARS, ROADWAY CONTINUOUS STRIPING, THRU ARROWS, PAVEMENT MARKINGS FOR TRAFFIC SEPARATORS, ETC. SHALL BE IN ACCORDANCE WITH THE F.D.O.T. INDEX No. 17346. B. SEE "SIGNS AND PAVEMENT MARKING DETAILS AND SPECIFICATIONS" SHEETS ATTACHED. SIGNS: 1. ALL SIGNS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES. 2. ALL SIGNS SHALL BE TYPE 'C' SINGLE COLUMN GROUND SIGNS IN ACCORDANCE WITH F.D.O.T. INDEX No. 11860, 11863, 11865. WIND LOAD SHALL BE ZONE 3 80 M.P.H.). 3. ALL SIGNS PLACEMENT SHALL BE IN ACCORDANCE WITH F.D.O.T. INDEX No. 17302. 4. SEE '"SIGNS AND PAVEMET MARKING DETAILS AND SPECIFICATIONS ' SHEETS ATTACHED. FLORIDA DEPARTMENT OF TRANSPORTATION NOTES: 1. ALL MATERIALS AND CONSTRUCTION WITHIN FOOT RIGHT-OF-WAY SHALL CONFORM TO THE FOOT ROADWAY AND TRAFFIC DESIGN STANDARDS (LATEST EDITION). STANDARD SPECIFICATIONS (LATEST EDITION) AND THE SUPPLEMENTS THERETO. 2. THE APPLICANTS ENGINEER RESPONSIBLE FOR CONSTRUCTION INSPECTION SHALL INSURE THAT THE MAINTENANCE OF TRAFFIC PLAN (MOT) FOR THE PROJECT IS IN ACCORDANCE WITH THE APPLICABLE FOOT INDEX NUMBERS (600 SERIES) AND THESE DOCUMENTS. THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS (U.S DEPARTMENT OF TRANSPORTATION, FHWA). 3. AT THE END OF EACH WORK PERIOD, ANY DROP-OFF IN THE AREA ADJACENT TO THE TRAVEL WAY OF THE STATE ROAD SHALL BE BACKFILLED IN ACCORDANCE WITH STANDARD INDEX 600 OR SHALL BE OTHERWISE PROTECTED WITH TEMPORARY BARRIER WALL AT THE CONTRACTORS EXPENSE. 4. IF THE PERMITTED WORK IS ON A ROADWAY THAT HAS BEEN SELECTED AS A HURRICANE OR DISASTER EVACUATION ROUTE, THE APPLICANT, AT THE PRE -CONSTRUCTION CONFERENCE IS REQUIRED TO PRESENT, AS PART OF THE WORK PLAN, AN EMERGENCY FUNCTIONAL RESTORATION PLAN TO ADDRESS EVENTUALITIES SUCH AS HURRICANES. 5. THE CONTRACTOR MUST CALL THE APPROPRIATE COUNTY TRAFFIC ENGINEERING DIVISION, HAVING JURISDICTION OVER THE PROJECT AT LEAST 48 HOURS, BEFORE ANY EXCAVATION WITHIN THE FOOT RIGHT-OF-WAY TO DETERMINE THE LOCATION OF THE EXISTING TRAFFIC SIGNAL INTERCONNECT CABLE. 6. THE LOCATION OF EXISTING UTILITIES SHOWN ARE APPROXIMATE ONLY. THE EXACT LOCATION SHALL BE DETERMINED BY THE CONTRACTOR DURING CONSTRUCTION. RELOCATION OF UTILITIES SHALL BE COORDINATED WITH UTILITY COMPANIES AFTER IDENTIFICATION OF CONFLICT BY CONTRACTOR. CONTRACTOR WILL NOTIFY ENGINEER IN ADVANCE BEFORE ANY RELOCATION. 7. BEFORE PERMIT APPROVAL AND CONSTRUCTION OF THIS PROJECT, THE APPLICANT MUST CONTACT THE FLORIDA DEPARTMENT OF TRANSPORTATION LOCAL MAINTENANCE OFFICE TO SCHEDULE A PRE -CONSTRUCTION MEETING. THE TELEPHONE NUMBER IS 561-465-7396 OR 1-800-300-8236. 8. THE APPLICANT AT THE EARLIEST CONVENIENT TIME SHALL NOTIFY IN WRITING ALL RIGHT-OF-WAY USERS AFFECTED BY THE CONSTRUCTION OF THIS PROJECT. 9. ALL CURB CUT RAMPS MUST FACE IN THE DIRECTION OF PEDESTRIAN TRAVEL 10. AT THE END OF EACH WORK PERIOD, ANY DROP-OFF IN THE AREA ADJACENT TO THE TRAVEL OF THE STATE ROAD SHALL BE BACKFILLED IN ACCORDANCE WITH STANDARD INDEX 600 OR SHALL BE OTHERWISE PROTECTED WITH TEMPORARY BARRIER WALL AT THE CONTRACTORS EXPENSE. IN ACCORDANCE WITH STANDARD INDEX 600 OR SHALL BE OTHERWISE PROTECTED WITH TEMPORARY BARRIER WALL AT THE CONTRACTORS EXPENSE. 11. ALL MOT LANE CLOSURE SIGNS SHALL BE COVERED WHEN LANES ARE NOT CLOSED. NO LANES ARE TO BE CLOSED BEFORE 9:00 AM AND ALL LANES ARE TO OPENED BY 4:00 PM. 11Q 2. PAVEMENT SPECIFICATION: MATCH EXISTING TYPE AND DEPTH OF ASPHALT TO 3 1/2" MAXIMUM., INCLUDING FRICTION COURSE. 4 FT. AND 5 FT. SIDEWALK SOD MUST BE FLUSH WITH SIDEWALK 0.02 FT FT. TO CURB �•1110111,416 611F`7V0r_1X3F=F=F21M= - �/�'"- y;'S' �'�'�1`r'%•�:e�,tr�,,`iti�,�"'��`�• �\\/��\//\//\�/ 4" THICK CONCRETE MINIMUM. 3,000 P.S.I. 0 28 DAYS. SIDEWALK NOTES: 1. ALL MATERIALS AND CONSTRUCTION PROCEDURES SHALL BE IN ACCORDANCE WITH THE "SUGGESTED SPECIFICATIONS FOR CONCRETE AREAS" PREPARED BY THE PORTLAND CEMENT ASSOCIATION AND IN ACCORDANCE WITH FDOT INDEX NO. 310. 2. SAWED JOINTS SHALL BE CONSTRUCTED AT A MAXIMUM OF 5 -FEET O.C., AND SHALL BE iN ACCORDANCE W/ FDOT INDEX NO. 310. 3. AT LEAST THREE (3) COMPRESSIVE STRENGTH CYLINDER SAMPLES SHALL BE TAKEN FOR EACH 10,000 SQUARE FEET OF PAVEMENT OR FIVE (5) PER JOB, WHICHEVER IS GREATER. SLUMP SHALL BE 2 TO 4 INCHES (AASHTO T-119). COMPRESSIVE STRENGTH SHALL BE REPORTED AT 7, 14, AND 28 DAYS. 4. CONSTRUCT UPON FIRM, STABILIZED GROUND, COMPACTED TO 95% MAXIMUM DRY DENSITY. 5. SURFACE WITH LIGHT BROOM FINISH. 6. SOD ALL DISTURBED AREAS. 7. CONST. 6" THICK AT DRIVEWAYS DETAIL AND SIDEWALK / BIKEPATH SPECIFICATIONS DEVELOPER TO INSTALL SIDEWALKS ADJACENT TO COMMON AREAS. SIDEWALKS ON RESIDENTIAL LOTS TO BE CONSTRUCTED BY HOME BUILDER. 4` COQUINA SHELL COMPACTED TO 98% MAX. DENSITY (AASHTO T-180) RIBBON/HEADER CURB DETAIL 1/2" EXISTING S-1 i� TRENCH WIDTH 'W + 4' MIN. (MIN.) SURFACE RESTORATION �� 6» MECHANICALLY MIN. SAW EXISTING PAVEMENT z� IN REPLACEMENT a UMEROCK BASE IN 3 LIFTS AT 6" MAX. LAYERS OR 98X COMPACTION or OTHER APPROVED METHOD TO ACHIEVE 98% COMPACTION MAX. WATER LEVEL 4" MAX. ALLOWABLE DURING AT 98%S�..°/��� CONSTRUCTION BEDDING ROCK 3/4" DIA. BEDDING ROCK 12" PIPE [12* UNDISTURBED SOIL OR PEA ROCK WHERE O.D. CONDITIONS REQUIRE Lw TRENCH WIDTH .W. NOTES 1. WHERE SOIL CONDITIONS CANNOT BE MAINTAINED AS SHOWN ABOVE, PROVIDE APPROVED METHOD OF CONSTRUCTION. 2. SHEETING WILL BE REQUIRED AS DETERMINED IN THE FIELD. 3. NEW SURFACING MATERIALS SHALL BE CONSISTENT WITH EXISTING AND SHALL HAVE LAPPED AND FEATHERED JOINTS. (1-1/2" MIN. THK.) 4. COMPACTION PERCENTAGES SHOWN REFER TO A.A.S.H.T.O. T-180. 5. ALL ROADWAY RESTORATION SHALL COMPLY WITH INDIAN RIVER COUNTY PUBLIC WORKS / F.D.O.T. STANDARDS. 6. TRENCH WIDTH "W" PIPE O.D. PLUS 2'-0". (PAVED AREAS) TRENCH DETAIL c TrPE 'F' CURB FLOW UNE MEDIAN CURB & GUTTER 0_ SECTION CURB TRANSITION DETAIL r , O For I'wheiw Li.! ilk 51 O E Surface On Low Side Of Pavement J d - CD O �EXISTINGGRADE TURF BLOCK 3" LEVELING COURSE TURF BLO '. CLEAN SAND 6. 8" STABILIZED SUBGRADE V VA rA SECTION A -A TURF BLOCK DETAIL EMERGENCY ACCESS SCREEN UNITS TO BE OF HIGH QUALITY, EVEN THOUGH THEY SELDOM ARE EMPLOYED IN LOAD BEARING CONSTRUCTION. WHEN TESTED WITH THEIR HOLLOW CELLS PARALLEL TO THE DIRECTION OF THE LOAD, SCREEN UNITS SHOULD HAVE A COMPRESSIVE STRENGTH EXCEEDING 100 PSI OF GROSS AREA; A QUALITY OF CONCRETE UNIT COMPARABLE TO "SPECIFICATIONS FOR HOLLOW LOAD BEARING CONCRETE MASONRY UNITS" ASTM C90-75. MAXIMUM TRENCH WIDTH 2 X PIPE DEPTH + W Z Z O PLACE AND COMPACT v v IN 6 LIFTS.` x W W Li W Z PIPE O.D. + 24" O MAXIMUM WIDTH z ME q of Z 1" O ILL- MAX wit mH^ J n p : ; • 1:: ,•,;:1114.£ v HAND PLACED SELECT MATERIAL LOWER QUADRANT TO BE SHAPED TO RECEIVE PIPE BELL AND BARREL. NOTES: 1) THE CONTRACTOR SHALL COMPLY WITH REQUIREMENTS OF THE FLORIDA TRENCH SAFETY ACT. 2) BACKFILL TO 12" MAXIMUM LAYERS OR OTHER APPROVED METHOD TO ACHIEVE 98% COMPACTION UNDER PAVED SURFACES AND 95% COMPACTION UNDER OTHER SURFACES AS ESTABLISHED BY A.A.S.H.T.O. METHOD T-180. INVERT TYPICAL TRENCH DETAILS N6? Ta ttkf STAPLE FILTER BARRIER - EXCAVATE 4'X4" TRENCH BURLAP OR STAND. STRENGTH AND BACKFILL OVER 8' SYNCH. FILTER FABRIC OF FILTER FABRIC. TO THE WOOD STAKES i. 3' TYP. !� E u;,nl= SECTION NOTE: -WHEN CONSTRUCTED ACROSS DITCH LINE, THE PLAN CONFIGURATION SHALL RESEMBLE AN ARC WITH ENDS ORIENTED UPSLOPE. 3'x3' WOOD STAKE, MIN. -BURLAP - MIN 10 OZ./SY MATERIAL DRIVEN 12' INTO GROUND. -FILTER FABRIC - SYNTHETIC MATERIAL MEETING SiO. TESTING VTM-51,52 75% FILTERING EFFICIENCY -FILTER BARRIERS SHALL BE MAINTAINED UNTIL ALL UPSLOPES HAVE BEEN PERMANENTLY FILTER BARRIER STABILIZED. 1. FILTER BARRIERS SHALL BE CONSTRUCTED AT THE FOLLOWING LOCATIONS TO INTERCEPT AND DETAIN SEDIMENT FROM DISTURBED AREAS DURING CONSTRUCTION OPERATIONS FROM ENTERING EXISTING WETLANDS , DITCHES, OR RECEIVING WATERS. A. AT THE PERIMETER OF ALL EXISTING WETLANDS THAT ARE BELOW DISTURBED AREAS WHERE EROSION COULD OCCUR DURING CONSTRUCTION OPERATIONS, AND AT THE LIMITS OF FILL OF EXISTING WETLANDS. B. AT THE PERIMETER OF ALL INLETS IMMEDIATELY FOLLOWING THE INSTALLATION AND BACKFILLING OF EACH INLET. C. AT ALL EXISTING DITCHES THAT TRAVERSE THE PROJECT SITE, A FILTER BARRIER SHALL BE CONSTRUCTED AT THE DOWNSTREAM PROPERTY LINE. D. AT ALL OTHER LOCATIONS DEPICTED ON THE PLANS OR AS REQUESTED IN THE FIELD BY THE PROJECT ENGINEER. 2. FLOATING SILT BARRIERS SHALL BE INSTALLED AROUND THE POINT OF DISCHARGE OF THE PROJECT STORMWATER RUN-OFF iN THE INDIAN RIVER. THE BARRIERS SHALL BE REGULARLY CHECKED AND MAINTAINED TO ENSURE ADEQUATE FUNCTION UNTIL ALL PAVEMENT SURFACES ARE COMPLETE AND ALL SWALED AREAS HAVE GRASS COVER. 3. SOD ALL AREAS IN UEU OF SEED AND MULCH THAT ARE PRONE TO CAUSE EXCESSIVE EROSION OF SEDIMENT, INCLUDING AREAS ADJACENT TO CULVERT ENDS, DISCHARGE STRUCTURES, FLUMES, ETC. 4. PROVIDE 18' MIN. WIDE STRIP OF SOD ADJACENT TO THE EDGE OF ALL NEW PAVED SURFACES. FILTER FENCE/BARRIER LOT GRADING TYPE B LOT GRADING TYPE A INTERIOR LOTS ADJACENT TO LAKES (DRAINAGE TO BOTH STREET AND REAR LOT LINE) PERIMETER LOTS (ALL DRAINAGE TO STREET) TYPICAL LOT GRADING DETAIL N.T.S. NOTE: BUILDING CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING GRADING IN ACCORDANCE WITH APPROVED PLANS. 1 1/2" S-3 COQUINA SHELL ()COMPACT ED TO 98% MAX. DENSITY AASHTO T-180) COMPACTED SUBGRADE F.B.V. 50 /� .. Nlllelimlr__� 98% CO PM ACTION AASHTO T 801 III II III I SUBGRADE TO BE MIXED T A IEIII=111=111=III=1 = _ TO I I HOMOGENOUS MATERIAL III=I I I=1 I=1 I I=1 I-1 J I 111 I I II II ISI III III III FILL COMPACTED TO 98% MAX. DENSITY * DEPTH OF MATERIAL PER SCHEDULE BELOW SEE WRITTEN SPECIFICATIONS FOR ADDITIONAL PAVEMENT AND TESTING REQUIREMENTS. TYPICAL ASPHALTIC CONCRETE PAVING SECTION SUBDIVISION ROAD CONST. 1 1/2* S-3 6" COQUINA 8" COMPACTED SUBGRADE SEE SHEET - FOR ADDITIONAL CONSTRUCTION AND TESTING SPECIFICATIONS PAVEMENT CONSTRUCTION SCHEDULE 4' TO 8' (VARIES) 2" MULCH COMPACTED EARTH 11 II I I I I I I I I I I I II I) I I I ILII 111 1 I I� (95% COMPACTION AASHTO T-180) MULCH PATH DETAIL MIAMI CURB TRANSITION TrPE 'F' CURB FLOW UNE MEDIAN CURB & GUTTER 0_ SECTION CURB TRANSITION DETAIL THIS POINT CORRESPONDS TO ELEVATION CV OF TOP OF INLET GRATE 3/4"R j 1/2! PAVEMENT ■ MY) C• `•:4rv: eO . is :�:..... r:•C"".'".r.:iJ::. ..tl �:.i}. 24" MOD. MIAMI CURB DETAIL 6" COQUINA SHELL COMPACTED TO 98% MAX. DENSITY M(AASHTO T-1 ICOMPACTED SUBGRADE 98% COMPACTION AASHTO T-1 UNIFORM CROSS SLOPE TO MATCH EXISTING AND UNIFORM GRADE PARALLEL TO ROADWAY TO MATCH ELEVATIONS AT LIMITS OF WORK SAWCUT TO A STRAIGHT AND TRUE EDGE _ Y 6"-- REMOVE EXIST. N. PAVEMENT 11 �Ij o REMOVE EXISTING BACKFILL MATERIAL AND GRADE UNIFORMLY TO RECEIVE 12"MIN. THICK COQUINA BASE COMPACTED TO 100% OF MAXIMUM DRY DENSITY AASHTO T-180 EXIST PAVEMENT NEW PAVEMENT MATCH EXISTING PAVEMENT THICK n S 1 1/2' THICKNESS OR CONSTRUCT / MIN. COMPACTED THICKNESS D.O.T.E S- TYP 1 ASPHALTIC CONCRETE SURFACE; PRIME COAT ALL SURFACES N EDGES ACE AND PRIOR TO SURFACING ,-1" S-3 I �' TYPE S-1 ASPHALT 8" COQUINA SHELL COMPACTED TO 98% MAX. DENSITY (AASHTO T-180) 12" STABILIZED SUBGRADE (FBV 50) (98% COMPACTION AASHTO T-180) FILL COMPACTED TO 98% MAX. DENSITY PAVEMENT BUTT JOINT RICK PAVERS FILL COMPACTED TO 98% MAX. DENSITY TYPICAL PAVER SECTION Future Curb An Gutter Construction A B 20' R or As Shown On Plana V-1 1'-2"1 L C ,r}' EXP. Joint A B C Valley Gutter Curb And Gutter PLAN 1'-10" I 1'-2" 1 . I l 7 j■Std. r 6" Min! S-0' SECTION AA * FOR ON-SITE PAVER ROADS 9" 7" 1 3/4'R. / M � N 3 /4"R. ■ W C3i 2 LJ O � S z M GTI Q r co U V7 Uto N 3 3 z 000 W Z zLJ 3 LQ Q �� w Wo � 'T o I -W w�UUO]��U K.w-ii-�w�az�o�= z��L08Wo7)mo3 maw W,Mzw-QT0 ow=="WwZ3 art a �r=-a33w�N3w�do, 1s" 1 MEDIAN CURB & GUTTER 0_ SECTION F.D.O.T. TYPE A INDEX #300 r , O For I'wheiw Li.! e J O E Surface On Low Side Of Pavement J d - CD O W C3i 2 LJ O � S z M GTI Q r co U V7 Uto N 3 3 z 000 W Z zLJ 3 LQ Q �� w Wo � 'T o I -W w�UUO]��U K.w-ii-�w�az�o�= z��L08Wo7)mo3 maw W,Mzw-QT0 ow=="WwZ3 art a �r=-a33w�N3w�do, 1s" 1 MEDIAN CURB & GUTTER 0_ SECTION F.D.O.T. TYPE A INDEX #300 r , Z For I'wheiw Li.! V J O E Surface On Low Side Of Pavement J 00)_7 CD O 6' 1'-8' To Be Above Lip Of cutter. Surface ■ . : N i C u High Side To u Flush With Up Of _J L �: 0) Curb Or Curb h Dotter. o !6,L 'L� h 9ope Yartee Q C_ 7!r Std. ■6' Mina exble Pout. Q Z O N W J _p 8' 2'-0" 00 U_ (U)o1 TYPE F Applies to both high and low sides of pavement, low side shown. ( = O CURB AND GUTTER AND TYPE A CURB S 00 U 8» ADJACENT TO FLEXIBLE PAVEMENT D o Q - 6" 0 LU Note: For use adjacent to concrete or flexible pavement, concrete shown. w 0 In Q /Joint Seal For details depicting usage adjacent to flexible pavement, see diagram right... Expansion joint, preformed joint filler and joint seal are required between curb & gu ter O O 0 z> n�% f and concrete pavement only, see diagram right. z W to 100 LU f- 6' 1'-6' 1'-70" i'-2' I Conc. Pav t. 4 N T_ 0) Q Exp. Joint And © E N 0) W Preformed Joint Filler Z 0 1 F.ti - TYPED 6' W ��Wo m7■Std ro nd Of Curb Q 1- ti B' Min# I o N O~ SECTION BB I Edge Of Pavt. PLAN Edge Of Pavt. PLAN �m Slope To Fitt M < 8' I 1'-10" 1'-2' Driveway � 3' 3' W Lw 3' Trans. Transry . Ly H Top Of Curbs i I ( Top Of Curb- LJ LLI D *, �• ' 7J'Std. s Gutter Gutter ' W U '\' N yh 7 Std. m 8 MiTI. PROFILE PROFILE MY w c7T`oI m e" Min. I 2._0, ( FLARED END STRAIGHT END J j ZQ O 8' Note: To be aid for as arent curb GENERAL NOTES 1. For curb,gutter,and curb and gutter provide }■- �` joints at 10' centers (max.). Contraction joints adjacent to concrete pavement on tangents and flat curves are to match the pavement joints, with intermediate joints not to exceed 10' centers. Curb,gutter and curb & gutter expansion joints shall be located in accordance with Section 520 of the standard specifications. 2. Ends of Curbs Types B and D shall transition from full to zero heights in 3 feet. S-6' - DROP CURB p CURB AND GUTTER TYPES E & F ti SECTION CC T Z N U VALLEY GUTTER � CURB DETAILS / SPECIFICATIONS U) v �� an TOP VIEW -1 'Optional Key s w Thickness Of rStructure Wali 10. Draft -. +-►- SECTION Note: See Slab Designs Index 200. TYPE 7 MANHOLE TOPS 0_ SECTION TYPE N For I'wheiw -1 'Optional Key s w Thickness Of rStructure Wali 10. Draft -. +-►- SECTION Note: See Slab Designs Index 200. TYPE 7 MANHOLE TOPS / SHEET 11A P-ROJECT N . 4-06 0_ O Li.! J z LL_ 00)_7 F- 0 Z3 >O W U Q J M ry- ry ::D LLJ 0 _? IY F_ z Z L./ / ICERIUCARON' JOSEPH W. SCHULKE FL REG. NO. 47048 ❑ 10DAH B FL R . NO. 3 ❑ WIW P. STOD . NO. 5 / SHEET 11A P-ROJECT N . 4-06 i 7 ALL PAVEMENT/ DRAINAGE STRUCTURES SHALL BE CONSTRUCTED IN ACCORDANCE WITH F.D.O.T. ROADWAY AND TRAFFIC DESIGN STANDARDS AS FOLLOWS: STRUCTURE INDEX NO. CURB CUT/RAMPS No. 304 DRAINAGE MANHOLE: STRUCT. BOT. TYPE 'P' W/ SUMP BOT., AND MANHOLE TOP TYPE 8. No. 200,201 TYPE "C" INLET No. 232 TYPE "F" INLET No. 233 CURBING No. 300 MITERED ENDS No, 272 Bituminous Coating Required For CMP (An Suitable Bituminous Material SIDEWALKS No. 310 May Be Field Applied TYPE P-10 INLET No. 200, 201, 215 !61 12" DRAINAGE STRUCTURES: Flexible Pipe Class Concrete ---- I (Corrugated Steel , Corrugated 12" 12" Aluminum Or Corrugated Polyethylene) Note: Cost of concrete and bituminous coating to be included in contract unit price for either new pipe or Mitered End Section. A concrete jacket shall not be used to join: (a) metal pipe of dissimilar materials b flexible pipe when the minimum cover required in accordance with Index No. 205 cannot be obtained. DISSIMILAR TYPES CONCRETE JACKET FOR CONNECTING DISSIMILAR TYPES OF PiPE AND CONCRETE PiPES WITH DISSIMILAR JOINTS NOTE: A 20' LENGTH OF CMP MUST BE USED AT ALL OUTFALLS IF RCP OR ADSN12 PIPE IS USED ON-SITE, UNLESS ADS PPE S PERFORATED AND TOP OF PIPE IS 2 FT. BELOW WATER LEVEL. 18in 6" �n - - 171 It 141 7L___ --Adjustable Curb Box " 17"(6" to 9" Curb Height) n 3 +7�LX• 24"(' 31" TRANSVERSE SECTION TYPE 9 INLET ALL MITERED ENDS SOD ADJACENT TO ,1Z VARIES (8' MIN.) -{ LIMITS OF LIMITS I SO OF SOD SOD I 5' LIMITS IMITS GE OF ORROADWAY�AY OF OF SOD SOD MIN. 8' CONST. 3' CONIC. EXTENSION PER F7 273, FOR SIDE DRAINS CULVERT TYPE PER PLAN -�- SIDE DITCH GRADE -.................... -_ µ '- a' I I1 III -1 11 I-1 =1 11=1 1=1 11=1 1=1J=1 11=1 I 1=1 -1 -1 I Izz I El I I- III I III=1 i l=J I-III-III---�I --°•�s'�-- 1=1 BIT. COATED CMP SHALL BE USED AT ALL SEE FDOT INDEX NO. 272, 273 AS M.E.S. SECTIONS FOR ADS CULVERTS APPLICABLE FOR CONSTRUCTION DETAILS CONC. JACKET OR OTHER APPROVED OF MITERED END. DETAILS, DIMENS., TRANSITION (FORMED METAL BAND) ETC. DEPEND ON TYPE AND DIA. OF PIPE. SHALL BE USED TO COUPLE THE PiPES. SIDE DRAINS: FDOT INDEX 273 CROSS DRAINS: FDOT INDEX 272 MITERED END SECTION N. T. S. (NP) P.V.C. CAP PAVED ROAD/PARKING Z=N i \. \ • �4..r4 . \ V , moi., � •.::: .. /. L %''.-int' .? i::.:,:•''•;.:.. `' f`; '•.. Z SCHEDULE 40 WHITE P.V.C. 90' BEND- 'i s LENGTH REFLECTED IN BID TABULATION 1. CONTRACTOR TO. INCLUDE NECESSARY P.V.C. 90' BENDS, P.V.C. CAPS, AND STUB -OUTS IN BID. MISCELLANEOUS CONDUIT (NOT TO SCALE) �-FINISH GRADE 0 F O MAYBEOf Fl2 PD COVER OPENI ► ►' ° • ADDITIONAL REINFORCING °' p / BARS REQUIRED AT THE OPENING IF SLAB TO BE ► } Z 1? TRAFFIC BEARING. ° . C ►,° i 24 3/4' i. ► D sZ ' CK I a °13 ° 5 D E ~ a1®DD as oo ani,.. ►'i ► ° OD DO OO C3 E3 i e, O00❑ v ► �° r I> 4 ►.. PIPE INVERT ► e ° ► PICKHOLE /� i6' 8' 4'-0' MINIMUM AS REQUIRED 8' 6' ( U.S.F. Owa. NO. 410. OR EQUAL MANHOLE COVER. LETTERS MARKED "DRAINAGE" OR "STORM'. ELEVATION TOP VIEW NOTE: 1. 3/4" CRUSHED STONE FOUNDATION FOR A MINIMUM DEPTH OF 12" SHALL BE PROVIDED. 2. ALL DRAINAGE MANHOLES TO BE CONSTRUCTED IN ACCORDANCE WITH 'STRUCTURAL BOTTOMS, TYPE P AND J. F.D.O.T. STANDARD INDEX No. 200, WITH MANHOLE TOP TYPE 8, F.D.O.T. STANDARD INDEX No. 201. TYPICAL DRAINAGE JUNCTION MANHOLE �G 2" DIAMETER �' Q HOLE 4" PVC CAP 4" PVC CAP WITH DETAIL 2" DIAMETER HOLE-/ MES TOP OF BANK PVC --J%[- --I Pr\lr-'TP J[- -LENGTH PER PLAN DETAIL- 4" PVC OUTFALLS NCRETE MES WETLAND INV. PER PLAN \�1 2'-4" 3'-4" _ •,y„ ( 2" 11" 11" 2" 2" _ 3'-4" - 5 3/4" N 5 3/4" 2j Go a. va .....04 v • I �O O 3 , • � e GRATE NOTE: e . O Q ; ► ' MODIFY WIDTHS AS D m 2 1/4" a a REQUIRED PER PIPE I ► v e' -4 SIZING. G 2" CLEAR ' ? O W ;+ - - - t a i \.4 2"I 2'-4"' tN N • Bw " V B� 8 '• y^ SUMP BOTTOM �-� AS PER F.D.O.T. ' i• iL_. INDEX No. 285 1S 1 a I-t12%.-).Z<m TYPE "C" CAST .4"''�Na"'� IRON GRATE Q • Approx. Weight 235 Lbs. PLAN VIEW SECTION TRAFFIC BEARING TYPE 'C' INLET DETAIL TOP OF GRATE TOP EL. 12.20' TOP EL. 12.20' .r 15" OUTFALL PIPE 2.5" H x 3.5" W SLOT _ 2.5" H x 3.5" W SLOT 1 15" OUTFALL PIPE INV. EL. 8.0' INV. EL. 8.0'0 dk INV. EL 7.9' I -0 BOTTOM EL. 6.0' € ELEVATION CROSS SECTION DS -14 TYPICAL TYPE "C" NOTE: THIS IS DS -14A N.T.S. IN DRAINAGE MODEL. DISCHARGE (CONTROL) STRUCTURE TOP OF GRATE TOP EL. 11.40' 1 TOP EL. 11.40' 2" ORIFICE 15" OUTFALL PIPE OUTLINE OF 6" 9rr REND- SKIMMER 6" PVC 2" ORIFICE 90' BEND -SKIMMER �� INV. 9.64. WETLAND 15 OUTFALL - PIPE -0 BOTTOM EL. 8.0' ELEVATION CROSS SECTION DS -15 TYPE "C" N.T.S. DISCHARGE (CONTROL) STRUCTURE TOP OF GRATE TOP EL. 15.9' TOP EL. 15.90' 2" ORIFICE 15" OUTFALL PIPE OUTLINE OF 6" INV. 14,40' 90' SEND- SKIMMER 6" PVC l 2" ORIFICE 90' BEND -SKIMMER F_� (g� INV. 14.40 15 OUTFALL PIPE � 001 FI. 17-25• BOTTOM EL. 10.0' ELEVATION CROSS SECTION DS -16 TYPE "C" N.T.S. DISCHARGE (CONTROL) STRUCTURE TOP OF GRATE TOP EL. 14.65' r TOP EL. 14.65' ,. � sem'---,,-•-.�-•--,� 2" ORIFICE 15" OUTFALL PIPE OUTLINE OF 6" INV. 11. SKIMMER - 6" PVC 2" ORIFICE 90' BEND -SKIMMER F- ; \ INV. 11.8' r 15" ADS OUFALL PIPE ..... INV. EL. 7.5' BOTTOM EL. 6.0' 1-0 18 111 MIND PLAN SKIMMER SHALL BE PLACED ON STRUCTURE WITH AN INDUSTRIAL SEALANT TO PREVENT LEAKAGE •. SKILAIC"k 6"- 90' BEND SKIMMER ELEVATION CROSS SECTION DS -17 TYPE "C" PLAN N.T.S. DISCHARGE (CONTROL) STRUCTURE \-6"- 90' BEND SKIMMER SLAB DESIGNS - SQUARE AND RECTANGULAR STRUCTURES SHORT -WAY LONG-WAYSLAB DEPTH I SCHEDULE SLAB (SCHEDULE I DEPTH SIZE S-6•tUNUMITEO 20.5•<2p' B 20,a'-40' @ C WALL DESIGNS - RECTANGULAR STRUCTURES SIZE: 4-01UNUMITED VERTICAL REINFORCING HORIZONTAL REINFORCINS 20, <1a• a los•<34• 2W-40'34-40 ETM I WALL ScHEDULE DEPTH I SCHEDULE s SIZE: 3'-8' •SEE NOTE BELOW 21.1r -4o SIZE: 515' I A I alAr-40' I @ 20.5'< C 20s'<3' C SIZE: 4'-0' �;3' "a,<t 21.tr-40' ( A I 21.tr-40' I @ 5B- F 38'-(6' fel SIZE: 51-W 21.ir-40' A I 21tr< @ SIZE: via, 1 3J C 20 a <3 C 20.111 C I 40' 32E. 61-W 3�{'rtpa� 21.1r-40'A A C 2i' l C l0•<'lf1' SZE r-0• 2i 4Q 34-40 F ` alAr-40' I AI iI u 111 I SIZE: 53'r1 :- 49 20.F @CC 21<3' C SIZE: 9'-0' V O 3 433' B d < 0 3Y-40• D �]t 1a c o v -40 f 21C_40' I F �r 3 Z 10 SIZE. vis' SIZE: W-0' 2o.a < c 2oa <as 21.1r-40' A 2t.1 1 ' C9 W � B 3a'-40' td ZLLI <i C 22- F V f F SIZE h the toad. length of a ohrn wall. ;R W R= U Q 000 SIZE. 51IC' w 05:7 C 20.5' 32'-4U' z v r v o w r<23' D -40' F �wo�r-=a�rxNw ZWo�aa�3 (ALL SLABS a" THICK - REINFORCING PARALLEL TO SHORT WAY AND LONG WAY) ��wtZ-WO�wW=¢� ow==Sww r z3�� ( Type A Or B Riser � �woDaO / 1 Type A Or B Riser 1 / ®5 Additional C Bare A I (see section re A B -5)y III - _ Wo ` 2-#5 Hoop Baro Perpendicular Bare A •5 Hoop Bar _ _ (2 Lap Splices Permitted) (See Section AA -A) 04 Hoop Bar Z 2 Additional Baro B--- - -+ 2 --- p 3=7L KZ b �o O 5' Max 0. C. Each , (0 E 2-+� 7'a Each W + �� Reference Axis Side Of Opening _ _ N U pp v - 2 Additional Bars A to BareAced AndIBAt45' kl% 05'O.C. M Q Q) Parallel Bare B (See Section A- �� Seotcon W U Q 0 C 4 TOP SLAB REINFORCING STEEL DIAGRAM TOP SLAB REINFORCING STEEL DIAGRAM WCD to CL $ Cl ppal Ccs >'O �T M MW °e5 :5 '-6 o .S3(ryp') QO 66i e4 O 12" BW 04 O /2" BW W C '8 " (Horizontal Bare i g - \ [Horizontal Bars o (jJ •- •S aro Al 3'-6 Continuous Around 1 v 8 1 Continuous Around m CO J o ., de Fri II Qr _ 8" Comers For ss' x Di Baro Comers For 4 -O' Rectangular Riserep Bare - 8 Rectangular Risem) S e CD Q -80 2-E tra 0 Ana 0 g3 y�c Z W EachCa _ B• are B Above Opening $ o ��SarteeicTic IN I Reinforcing M D Z LU W $� $ or4/ Q� '�_F' 4r4' O 12" O.C. �!^ u 'o r - n° � I I iEach Way �$ xtrt pRetnni� In Horizontal Wail Reinforcing o 0 N See Note I�( Table) a_ t p� ,0-2 1 - o - o � ,1 F_ ice• u '' - „x i� Bars A-�/ Bare B _ Euro A Bars B (.D U) a ALTERNATE Ala ALTERNATE B J W Q 19SECTION A -A € SECTION 8-B •NOTE-- When the inside diameter of a round structure isori NOTE Provide extra reinforcing each aide of each open �tg Z J �" not more than V-6" larger than the opening in at 3" maximum spacing equal to half the area of vertical 1�... r� m LL the riser or top slab, the top of the structure retnforoment removed by the opening and provide the or riser shall be constructed according to the some area of mInforcment above each openin9 at 3 W "Special Top Slab' details on this sheet. maximum spacing as removed by the opening. ('�'� LU C14 04 >_ m GENERAL NOTES W CD W ' j Qo Z� _ -10 U U), /// h LU v D . a. Dv D . FLOW LME 0f , ° c 00000 00000 MooIRED MW.a CURB D. EDGE Of PAVEMENT IT NOTE; q OF ORATE S 2' BELOW EAP. GRADE D i'• 9 TOP VIEW NOTE: TOP OF OURS CUM GUTTER FLOW LME ALL INLETS TO BE '�� OR � CW�0N FRW _ 1 -1/2 - OR GIIADE DOUBLE GRATE. . D. 22" x 44" S4R. • 4'-6" MIND OR LARGER y' AS PIPEDIA PIPE 1) AS PER PLAN I I I PER PLAN FlEY. FLOW UNE ELEV. _f � �EIDrrOM D. �"� � r -•i NOTE: ELEVATION 1. FOR MXIION BOX USE SrM DM STRUCTURE BOTTOM AND TOP SiJ16 "ITI P' OR TYPE J', M AOCOROMJCE WITH F.D.O.T. STANDARD INM No. 200. TYPICAL MODIFIED MIAMI CURB INLET (DOUBLE GRATE) N. T. S. 0 JOSEPH W. SCHULKE FL REG. N0. 47048 ❑ JODAH B. 8 FL REG. 0. 57 ❑ VAUJAM . STODDA FL RE . NO. 5760 DATE:` !, a HEET c 1B PRO ECT NO 04 060 0 F O Ld > Z -j Lt - 0 O >- I-- Cn Z J > Q U m CK > V) E ~ Z Q Z /nrnnrcro nrannn°nn►r\ 0 JOSEPH W. SCHULKE FL REG. N0. 47048 ❑ JODAH B. 8 FL REG. 0. 57 ❑ VAUJAM . STODDA FL RE . NO. 5760 DATE:` !, a HEET c 1B PRO ECT NO 04 060 GENERAL N❑TESi # 1 THERMOPLASTIC GORE 1. SIGNS AND PAVEMENT MARKINGS ARE TO CONFORM TO THE MANUAL OF UNIF❑RM TRAFFIC CONTROL DEVICES AND THE INDIAN RIVER : zy COUNTY TYPICAL DRAWINGS FOR ROADWAY SIGNING, STRIPING & GEOMETRICS. 2. THERMOPLASTIC SHALL CONFORM TO THE REQUIREMENTS OF THE FLA, D.O.T. STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. SEE SECTION 711, MINIMUM THICKNESS SHALL BE 90MILS (ALKYD ONLY), EXTRUDED ONLY, LEADED MATERIAL ONLY, ON ALL COUNTY MAINTAINED ROADWAYS, 3, EXISTING ROAD SURFACE SHALL BE OVERLAID THROUGHOUT THE LIMITS OF CONSTRUCTION, IF THE EXISTING PAVEMENT MARKINGS ARE ■ ■ INCONSISTENT WITH THOSE PROPOSED, UNLESS OTHERWISE APPROVED BY INDIAN RIVER COUNTY TRAFFIC ENGINEERING. ■ ■ 4. THERMOPLASTIC SHALL BE USED UNLESS OTHERWISE APPROVED BY INDIAN RIVER COUNTY TRAFFIC ENGINEERING. J O 5 ALL PAVEMENT MARKINGS SHALL BE INSTALLED OR REPLACED ON EACH APPROACH WITH THE SAME MATERIAL USED AT THE TRANSITION, �j D CONSTRUCTED FOR A DISTANCE PER PLAN NOTES TO CONFORM WITH EXISTING ROADWAY DESIGN AS APPROVED BY INDIAN RIVER COUNTY TRAFFIC ENGINEERING (M. U. T. C, D. 3B-5), V B R 6, SPEED EQUALS POSTED SPEED IN M. P. H. OR DESIGN SPEED, WHICHEVER IS GREATER, MONO -DIRECTIONAL COLORLESS REFLECTOR 7. PAVEMENT MARKING INSTALLATIONS SHALL BE IN ACCORDANCE WITH THE FLORIDA DEPARTMENT OF TRANSPORTATION STANDARD g SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, THE M. U. T. C, D. & F. D. O. T. ROADWAY & TRAFFIC DESIGN STANDARDS (LATEST EDITION), HOWEVER, WHERE CONFLICTS EXIST, THIS TYPICAL SHALL TAKE PRECEDENT OVER F. D. O. T. STANDARD SPECIFICATIONS. FOR DISTANCE 'Z' SEE BELOW. 8, IF EXISTING PAVEMENT MARKING MATERIAL IS NOT COMPATIBLE WITH ALKYD THERMOPLASTIC, IT SHALL BE REMOVED PRIOR TO # 5 RAISED MEDIAN WITH TAPERED NOSE COMMENCEMENT OF WORK, 9. DISTANCE BETWEEN STOP BAR AND CROSSWALK SHALL BE A MINIMUM OF 4 FEET, 10, COMPLOETEDSTWITHIC HTHE LL EXXCEPTIONT BE SOFLFRICTTIONOCOURSEADWAY U#2IL WHICH CSHALLABED30SDAYS EORTAS SPECIFIEDLIFT BYYFINDIAN LRIVER T HAS COUNTY GUTTER EEN �� TRAFFIC ENGINEERING. NOTE: REFLECTORS 11. ALL PAVEMENT MARKINGS SHALL HAVE REFLECTIVITY OF NOT LESS THAN 350 MINICANDLES AT INSTALLATION. SHALL BE EQUALLY 12. ALL LONGITUDINAL PAVEMENT MARKINGS SHALL BE 6' WIDE, UNLESS OTHERWISE NOTED, PER F. D. O. T. ROADWAY AND TRAFFIC DESIGN SPACED BETWEEN ❑A STANDARDS OR INDIAN RIVER COUNTY DESIGN STANDARDS , AND © , BUT NO CURB 13, ALL PAVEMENT MARKING DIMENSIONS MEASURE TO THE CENTER OF THE PAVEMENT MARKING LINE. MORE THAN 18" ■ APART. BI-DIRECTIONAL AMBER REFLECTORS 14. ALL REFLECTIVE PAVEMENT MARKERS SHALL BE APPROVED BY INDIAN RIVER COUNTY TRAFFIC ENGINEERING BEFORE INSTALLATION. A 15. ALL MARKERS SHALL BE CLASS "B" AS PER FDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE SECTION 706. 16, E__� INDICATES TRAFFIC FLOW (NOT A PAVEMENT MARKING). 17. REFLECTORS SHALL BE PLACED AT EACH CROSS HATCH. SPACING VARIES WITH SPEED AS SHOWN ON THIS TYPICAL DETAIL # 9 SKIP LINE 18, REFLECTORS SHALL BE EQUALLY SPACED BETWEEN POINTS FA AND © BUT NO MORE THAN 18" APART 19, EPDXY SHALL BE USED WHEN INSTALLING R.P.M.'S ON CONCRETE. NO BITUMINOUS ADHESIVE SHALL BE USED TO SECURE0 _O r� 0-0 JP „ R.P.M.'S. THERMOPLASTIC OR EPDXY SHALL BE USED ON ASPHALTIC SURFACES. J 20. R.P.M. 'S ARE TO BE INSTALLED ON TOP OF THERMOPLASTIC LANE LINES. WHEN INSTALLING RPM'S WITH PAINT LANE LINES RPM's ARE TO BE PLACED 1" (INCH) TO THE RIGHT OR LEFT" OF THE LINE, AS APPROVED BY THE COUNTY. 21, '0 OR 'FDP' DENOTES FLEXIBLE DELINEATOR POST # 2 THERMOPLASTIC ISL -AND # 3 EDGE ❑F� PAVEMENT CROSSHATCH # 4 GRASS MEDIAN WITH CROSS HATCH r� R4-7 W/CASE I ■ ■ ■ w )Z� B 'Z' C� ■ • ■ ' • C 0 5 BI-DIRECTIONAL AMBER REFLECTOR �— BI-DIRECTIONAL AMB Q EDGE OF PAVEMENT ER REFLECTOR FOR DISTANCE 'Z ' SEE BELOW, FOR DISTANCE 'Z ' SEE BELOW, FOR DISTANCE Z, SEE BELOW, � V) o # 6 RAISED MEDIAN WITH CROSSHATCH # 7 # g S ❑LID L I LA C WITH SKIP a Z P R4-7 W/CASE I ' Z' � 3 3 REFLECTOR PLACEMENT FOR TWO LANE BRIDGE �' Q M (SEE NOTE 6 & 7 W BI-DIRECTIONAL AMBER REFLECTORS Q w - ■ ■ __-___- ■ /^ A � w ■ ■ ZaF�0000�mag oawx==�W41z3v=ii 40'1 1) ) I) w0 �'Uwwa�C�w �a A BI-DIRECTIONAL AMBER REFLECTOR � 0 O 0 O� +� d 3 3 w� w 3i' j FOR DISTANCE 'Z SEE CHART2, # 10 THERM❑PLASTIC MEDIAN AT INTERSECTION # 11 SKIP LINE WITH # 1 z D ❑ U B L E SOLID LINE (� � o NOTE: REFLECTORS TWO WAY LEFT TURN SHALL BE EQUALLY ■J 0 o SPACED BETWEEN ❑A 1 W^ c� i `�. L K B AND ©, BUT NO n Q c MORE THAN 18" ■�- � � .a .. I "-l�1 ■ APART. • 40 22, ALL PAVEMENT MARKING MATERIAL SHALL BE ON THE APPROVED DEPARTMENT OF TRANSPORTATION "QUALITY I f I I " K Z LL PRODUCTS LIST" (QPL) AND APPROVED BY I.R.C. ENGINEERING, BEFORE INSTALLATION ON COUNTY ROADWAYS. J ' L m GI L L Q U@ 23, ALL REMOVAL OF PAVEMENT MESSAGES SHALL BE IN BLOCK STYLE SUCH THAT THE MESSAGE IS NO LONGER DISCERNABLE. ■ ■ ■ Q o Q O ■ ■ 24. LANE LINE (SEE RI THE 4 (OR MORE) LANE PORTION OF ANY MEDIAN -DIVIDED ROADWAY SHALL BE AL DIRECTI❑NAL ' ■ ' ■ ' � � �- BI-DIRECTIONAL AMBER REFLECTORS A 0 0 m � WHITE/RED (SEE STRIPING KEY WHITE ALL OTHER ROADWAYS, INCLUDING THOSE WITH BI-DIRECTIONAL CENTER LEFT TURN LANES, BI-DIRECTIONAL AMBER REFLECTOR Q SHALL USE MONO -DIRECTIONAL WHITE RPMS. > > ■ 25. AMBER BI-DIRECTIONAL RAISED PAVEMENT MARKERS (RPMs) ARE REQUIRED IN ADDITION TO THE CENTERLINE PAVEMENT MARKINGS. ""'� �■'� 40' RADIUS A �-� f Z o q < IN ADDITION, ALL RPMS SHALL BE IN ACCORDANCE WITH INDIAN RIVER COUNTY STANDARDS. F (P }--� ('°� Z z W W FOR DISTANCE 'Z SEE BEL ❑W, r/1 o > 26. RAISED REFLECTIVE PAVEMENT MARKERS (RPMs) ARE TO CONSIST OF 4 -INCH SQUARE MONODIRECTIONAL WHITE, -- - - LJJ Q r.to AND BI-DIRECTIONAL YELLOW. # 13 RAISED MEDIAN - CHANNELIZED LEFT TURN/DIVIDED ROADWAY # 14 GRASS MEDIAN # 15 RAISED CONCRETE # 16 # 1 RATSED CHANNELIZED 06 C o N 0) 27, RPMs SHALL BE POSITIONED IN ACCORDANCE WITH FDOT INDEX NO. 17352 AND THIS PLAN, BUT INSTALLED ON -THE -STRIPE TRAP S �A 4TOR RAISED MEDIAN WITH RIGHT TURN LANE ISLAND = W6 IN ACCORDANCE WITH INDIAN RIVER COUNTY STANDARD, I B 1 0 � TAPERED NOSE 5 W . Q �= ti C-� B —1 z o C0 N #❑TYPICAL TURN LANE ARROW Q' Q' ' rj' B , NOTE: REFLECTORS ~ W o oX~ MONO -DIRECTIONAL AMBER a ♦ �"'- W - > - '-•-GRASS MEDIAN r a ■ SHALL BE EQUALLY — Z Q J a (� 3 GAP (NO CURB) LO ■ SPACED BETWEEN QA W m L'- _.,,� ,,, TRAFFIC SEPARATOR AND © BUT NO W R6-1 W/CASE 1 10 ' ' MORE THAN 18" -•- > CN NI CONC. SEPARATOR— B D �� �✓ ,�r� % � APART. rn ,,4 c M F.D.P.'S A A A[]-` - - �7 B _! j z 'r x _ 0-/ BI-DIRECTIONAL / p U - NOTE: REFLECTORS NOTE: REFLECTORS AMBER REFLECTORS NOTE: REFLECTORS '� ° (0 z ti ') D -- a :re ; It.- B SHALL BE EQUALLY SHALL BE EQUALLY SHALL BE EQUALLY INSTALL AT DROP = ti SPACED BETWEEN �A SPACED BETWEEN ® SPACED BETWEEN ® n I RIGHT TURN LANE ONLY U . R M AND B BUT NO AND ©, BUT NO AND nB , BUT NO PAI° MORE THAN 18" It" R a. ; . a MORE THAN 18 MORE THAN 18 15" � RAISED REFLECTIVE ° 3 GAP APART. APART. APART. z PAVEMENT MARKERS °RIGHT TURN LANE C ) � RPM's R6-1 W/CASE 1 100 FT MAXIMUM DISTANCE BETWEEN ARROWS LEFT TURN LANE LEFT AND RIGHT TURN LANES CONC. SEPARATOR STORAGE LENGTH (SEE CHART 3 & NOTE 5) SHADOW LENGTH (501 ' 100'-0" MAX STORAGE (SEE CHART # 3 1 B DIRECTIONAL A 4' MIN SHOULDER -MER 6' TO 10' INSIDE MONO / PER PLAN NOTE: ,� RAISED CONCRETE ISLAND " ® ® '�,�® 3f GAP Mme: C DENOTES DIRECTION OF FACE OF REFLECTIVE PAVEMENT MARKER, f r �► I PAVEMENT MARKERS SHALL BE PLACED ON TOP OF CONCRETE ISLAND 18" APART �8}-� �� ,Rq'-a" ® ® _ ®�• ® n m f STANDARD CROSSWALK \ �!•�� J • 1 f f I FOR DISTANCE 'Z' SEE CHART 2 100 MAX 25' l - - ;� Shadow lengths shall be 100 feet at all dual left applications, with 250' of V-10' skips. NOTE: - •'• HANDICAP OR WHEEL e . I � : ' CHAIR ACCESS RAMPS DICTATE SHOULDER CHART #3 , TYPICAL CROSSWALK PLACEMENT STANDARD CROSSWALKS SHALL SHOULDER —� s C ~� CHART # 1 BE INSTALLED AT NGNAUZEO �\ SINGLE TURN LANE STORAGE (MINIMUM - FT) CHART #3 N❑TEST STRIPING KEY IN STOP SIGN CONTROLLED \ LENGTHS OF APPRGACH STP I P I NG < FT�) TURNING VEHICLES PER HOUR 1, STORAGES SHOWN ARE MINIMUMS IN FEET, EXCLUDING 50' SHADOW. _ INTERSECTIONS AS PER DESIGN - ' " I A 6It SOLID WHITE SEE NOTE S & 6 2. APPLIES TO RIGHT OR LEFT TURN LANES, SIGNALIZED OR UNSIGNALIZED. B = 8" "SOLID WHITE MPH 30-60 61-90 91-120 121-15)151-180181-2I3Z'11-24U241-27(1271-30�>301 C = 12 SOLID WHITE CRCSSWALK & STOP BAR PLACEMENT 3, ENTRY SPEED ASSUMED TO BE 5 MPH LESS THAN SPEED LIMITI D = 18" SOLID WHITE DISTANCE S T A N C E (X) 55 365 390 415 440 465 490 515 540 565 590 SPEED STORAGE LENGTHS CALCULATED UTILIZING FDOT INDEX 301. E = 24" SOLID WHITE 50 300 325 350 375 400 425 450 475 500 525 4, ASSUMES UNIFORM ARRIVALS WITH TOTAL QUEUE DISPERSAL F = 6" SKIP WHITE TYP 10'-30') 30 500 1 G = 6" SKIP WHITE TYP 6'-10') 45 280 X80 295 320 345 370 395 420 445 470 EVERY 2 MINUTES. H = 6" SKIP WHITE TYP 2'-4') 35 550 � I = 6" SOLD YELLOW TAPER ACROSS SIDE STREET ❑ R MAJOR DRIVE 40 600 1 40 280 280 280 280 285 310 335 360 385 1410 5. 6' - 10' WHITE SKIP LINE LENGTH = 180', J = 18" SOLID YELLOW 6, USE OF SINGLE LEFT TURN FOR VOLUMES IN EXCESS OF 250 K = 6" DOUBLE YELLOW 45 700 35 280 280 280 280 280 290 315 340 365 1390 REQUIRES APPROVAL FROM THE COUNTY TRAFFIC ENGINEER. L = 6" SKIP YELLOW TYP (10'-30') 50 800 N 6" SKIP YELLOW TYP M 6" SKIP YELLOW TYP (2' ') -4') CHART #2 CHART #4P # 4 N ❑ T E S I P = RPM MONO -DIRECTIONAL WHITE/CLEAR Q = RPM BI-DIRECTIONAL AMBER/AMBER DUAL TURN LANE STORAGE (MIN. - FTTURN I NG VEHICLES PER HOUR R = FDP WHITE - DISTANCE BETWEEN 1. STORAGES SHOWN ARE MINIMUMS IN FEET, EXCLUDING 100 SHADOW. S = FDP YELLOW $a'—o" MIN = \ CROSS HATCHED LINES I MPH 0-240 241-300 301-360 361-42(421-48C 481-54G >541 2, APPLIES TO RIGHT OR LEFT TURN LANES. T = RPM BI -DIRE(. WHITE/RED - - 55 490 515 540 565 590 615 665 3. ENTRY SPEED ASSUMED TO BE 5 MPH LESS THAN SPEED LIMIT) POSTED SPEED Z LIMIT C M, P. HfFT. 50 450 450 475 500 525 550 600 STORAGE LENGTHS CALCULATED UTILIZING FDOT INDEX 301, NOTE: FDP DENOTES FLEXIBLE DELINEATOR POST. \ � + ) C ) 45 450 450 450 450 470 495 545 4, ASSUMES UNIFORM ARRIVALS WITH TOTAL QUEUE DISPERSAL EVERY 2 MINUTES, AT 95% LEVEL OF CONFIDENCE. A S 40 20 40 450 450 450 450 450 450 465 45 30 5. ASSUMES 50'1. - 50% LANE DISTRIBUTION. > 50 40 35 450 ( 450 450 450 450 450 485 6.6' - 10' WHITE SKIP LINE LENGTH = 250'. SIDE STREET OR COMMERC I AL DRIVEWAY NOTE: 86TH AVENUE, 89TH STREET, & C.R. 510 ARE "COUNTY MAINTAINED" ROADS. NOTES FOR STRIPING, SIGNAGE CONSTRUCTION SPECIFICATIONS FOR COUNTY ROADS SHALL APPLY. w F— Z 0 ZDO r—v � � D w �m rr- :Dz Z) Lf) o F_ z JOSEPH W. SCHUIKE FL REG. NO. 47048 ❑ JODAH B. FL REG 0. 57 ❑ WILLIAM . STODD FL R . N0. 578 ` DATE: ISHEET 1C PR JECT NO. i 0 -060 z z z0 Q :2Q ~ Q 0E—_J � < 0 LLJ W W C) 0- > n w F— Z 0 ZDO r—v � � D w �m rr- :Dz Z) Lf) o F_ z JOSEPH W. SCHUIKE FL REG. NO. 47048 ❑ JODAH B. FL REG 0. 57 ❑ WILLIAM . STODD FL R . N0. 578 ` DATE: ISHEET 1C PR JECT NO. i 0 -060 SIGN SPECIFICATIONS: SIGN FACE - ENGINEERING GRADE REFLECTIVE SHEETING SIZE - AS SHOWN COLOR - AS SHOWN HEIGHT - 7' MEASURED FROM BOTTOM OF THE SIGN TO HEIGHT OF THE NEAR EDGE OF PAVEMENT, OR TO TOP OF THE TRAFFIC SEPARATOR. THICKNESS (ALUMINUM) :.080 INCHES THICKNESS (FIBER GLASS OR PLASTIC) : .120 INCHES BOLTS: 3/8 " x 3/4 " W/ HEX NUTS, 2 (MIN.) PER SIGN POSTS: SIGNS 9 SQUARE FEET AND LARGER SHALL BE DOUBLE POSTED. CASE 1 YELLOW • CASE 1 • ® ® YELLOW • • •® •• ••• CASE 1: Yellow baked enamel with nine 3" yellow reflectors, or yellow high intensity sheeting without reflectors. 5' GRADE 3' 11'14r�4' 24"x48" 24"x48" ++ W1-7 W1-6 BLACK ON YELLOW BLACK ON YELLOW W1 -7M BLACK ON YELLOW W1-7 7 2' CASE 1® CASE 1 , YELLOW • YELLOW • • 5' 30"x30" 24"x30" 24"x30" 30"x30" 30"x30" ^� SPEED STOP LIMIT DEAD NO X X END nUTLET R1-1 R2-1 134-7 WHITE ON RED BLACK ON WHITE BLACK ON WHITE W 14-1 W 14-2 LOCATION: 100' TO 200' FROM LOCATION: ON THE END OF TRAFFIC SEPARATORS SIGNALIZED INTERSECTION AND AT SIGNALIZED INTERSECTIONS; BLACK ON YELLOW BLACK ON YELLOW AT 2640' (1/2 MILE) INCREMENTS. ON THE END OF TRAFFIC SEPARATOR WHEN LOCATION: 50' FROM LAST LOCATION: 50' FROM LAST THE CURVATURE OF THE ROAD WARRANTS. INTERSECTING ROADWAY. INTERSECTING ROADWAY. SIGN LOCATION AT "T" INTERSECTION with with two CASE 1 s CASE 1 • • ••• ••• (Yellow) ••• ••• (yellow) ••;•• �� 1 ° ••• ••• t° 12' �10' HANDICAP SIGN N0. FTP 25 2.0' OVBIWIO 1 C4 I , L_ ALJ `) 11 e• _ W WHITE STRIPE-- 1 o+awHO N r G) MEIEA c� A a D.C. aoe WHEEL STOP c -- EXCEPT WHERE ADMIM TO CURB OR SCUM 0 8" =40EA e" wHTTE STRIPE WHEEL STOP c TYPICAL Z EXCEPT WRETIE AD,IACEIiT TO CM OR SDEN" c 8" WHITE' 8 8' WHITE STRIPE. m TRIPE (lYP) CE OHADIAPSAZ / �-TYPICAL � CA STRIPE J_� cal. STRIPE -Z WHITE STRIPTYPE �'L TYPICAL HANDICAP PARKING TYPICAL STANDARD PARKING STALL STALL N.T.S. N.T.S. NOTE: A). ALL PARKING SPACES VATH EXCEPTION OF THE HANDICAPPED PARKING SPACES SHALL BE MARKED IN WMT1, RETTrR C71 TRAFFIC PAINT AND BE IN ACCORDANCE WITH THE FLORIDA DEPARTMENT OF TRANSPORTA710NTFDOT�STANDARD SPECIFICATIONS FOR ROAD& BRIDGE CONSTRUCTION. 1998, SECTION 710. S.) ALL HANDICAP PARKING SPACES SHALL BE PROPERLY SIGNED AND MARKED IN ACCORDANCE IA1TH FOOT STANDARD INDEX 17348. C.) ALL COMPACT SPACES SHALL BE MARKED 'COMPACT' ON THE STALL OR TIRE STOP. 4, R1-1 8" WHITE-- " ,41RIPE (TYP) ,WHITE PIPE TYPICAL TYPICAL COMPACT PARKING STALL N.T.S. #4 CASE 2 RED ••®� •: ® 2' 5' GRADE I ' 3' CASE 2: Red baked enamel with nine 3" red reflectors, or red high intensity sheeting without reflectors. ONE LANE ROAD ROAD CONSTRUCTION 1000 FT 1500 FT 1 250' 500' 500' 500' 50' 1 1 1 10 to a b d o or re 500 500' 500' L rl ROAD ONELANE JSTRUCTION ROAD 1500 FT 1000 FT GENERAL NOTES Tubular IV OVFPIURO, B11ER SCD in OR PAVEMENT PER PIAN I *= Or Vertical Panels lane, leaving the opposite lane open to traffic. r OONQtETE� Centers For First 250', Thereafter WHm. STOP o EXCEPT WHERE AMVCETTT Centers And TO GARB OR SDEWU and their activities are restricted at all times to Or Vertical Panels a At 100' one side of the pavement. 8" WHITE-- " ,41RIPE (TYP) ,WHITE PIPE TYPICAL TYPICAL COMPACT PARKING STALL N.T.S. #4 CASE 2 RED ••®� •: ® 2' 5' GRADE I ' 3' CASE 2: Red baked enamel with nine 3" red reflectors, or red high intensity sheeting without reflectors. ONE LANE ROAD ROAD CONSTRUCTION 1000 FT 1500 FT 1 250' 500' 500' 500' 50' 1 1 1 10 to a b d o or re 500 500' 500' L rl ROAD ONELANE JSTRUCTION ROAD 1500 FT 1000 FT GENERAL NOTES SIGN LOCATION AT DEAD END STREET CASE 2 (red) 4' CENTER TO CENTER 4' 4' 4' 4' _1 ,1 I, !IQ 1.— _Q_ -a- _Q_ L #3 SIGN LOCATION AT CURVE W1-6 with two CASE 1 s (yellow) Cones Or Tubular 1. Work operations shall be confined to one traffic Type - Or Type -- Barricades Or Vertical Panels lane, leaving the opposite lane open to traffic. At 50' Centers For First 250', Thereafter 2. All vehicles, equipment, workers (except flaggers) Markers At 50' Centers And Type N Or Type and their activities are restricted at all times to Or Vertical Panels Or Drums At 100' one side of the pavement. C: v 3. If the work operation does not exceed 60 minutes, 9. The ONE -LANE ROAD signs are to be fully covered and the _J traffic control will be in conformance with Index FLAGGER signs either removed or fully covered when no work CONDITIONS No. 607. SYMBOLS 4. Additional one-way control may be effected by the ® Work Area following means: 1 Flag -carrying vehicle (2) Official vehicle Z z 0w W O �3� Pilot vehicles (4) Traffic signals 11. Sign With 18" x 18" (Min.) Orange THE CENTERLINE AND A LINE 2' conditions.See Index No. 600. Flag And Type B Light N When flaggers are the sole means of one-way control OUTSIDE THE EDGE OF PAVEMENT 12. When a side road intersects the highway on which work is being the flaggers shall be in sight of each other or in performed additional traffic control devices shall be erected W � 0 direct communication at all times. _J Type -, Type -- Or Type --- Barricade For general TCZ requirements and additional information refer I- Or Vertical Panel Or Drum 5. The first two warning signs shall have a 18" x 18" (min.) M W orange flag and a Type B light attached and o Type N Or Type NN Barricade Or vertical Fbpeefiting at all times. W Or Cone Or Tubular Marker Or Drum 6. Mesh signs may be used for (Daylight Only) operations [p Work Zone Sign J Type B Lights and Orange Flags are not required. • T-0 Flogger 7. The FLAGGER legend sign may be substituted for the symbol sign. SIGN LOCATION AT DEAD END STREET CASE 2 (red) 4' CENTER TO CENTER 4' 4' 4' 4' _1 ,1 I, !IQ 1.— _Q_ -a- _Q_ L #3 SIGN LOCATION AT CURVE W1-6 with two CASE 1 s (yellow) Cones Or Tubular Markers At 25' Centers And Type - Or Type -- Barricades Or Vertical Panels Or Drums At 50' Centers For First 250', Thereafter Cones Or Tubular Markers At 50' Centers And Type N Or Type -- Barricades Or Vertical Panels Or Drums At 100' Centers. C: v •�•Ar A I (0 • / I W • • MAINTENANCE OF TRAFFIC PLAN 0 TRAFFIC CONTROL THROUGH WORK ZONES TWO–LANE,TWO–WA`# RURAL OPERATIONS ONE DAYLIGHT PERIOD OR LESS 1 of 1 603 W1-6 1, 2 • • i •�� i i • 2' 5' GRAD 3' #5 CHANNEL POST SIGN 7' 12' FR01 EDGE OF a ANY ST. j .,,,,,, ,,. I / �� • I IFT� IIF �I I ?: - �:;: � 11F�I IF=R IIPT I I ,�R / ��/ /\�l'l -ur= ►-1111-r_u1K 11 3. 3, POST: Steel flanged channel post w/ baked green alkyd or galvanized finish per A.S.T.M.-A-123 ; Min. weight: two lbs. per foot, 7/16 " dia. holes, 1" apart top to bottom. A concrete footer is not required unless it is shown on the plan. C D N 5/8' R. N �D 3/32' 17 . B 5/8• R. )KAT RADIUS DIMENSI❑N TOL. 2.00 3.00 WHEN POSSIBLE ' A' t 3/3211 - 15/32-17/8 ' EXTRUDED TYPICAL STOP , B. t 1/83' - 1/1% 1/2 BLADE SECTION SIGN PLACEMENT 'C't 1/161' - 9232- 5/16 • (UNCURBED SECTION) ' D'* 1/32 ' 3/16 0 7/32 " CHANNEL POST h� #6 GENERAL SPECIFICATIONS: FLAT PLATE, Alcoa # 86054.6063-T6 alloy, etched, degreased with #1200 alodine finish with #2277 green Scotchlite background or equal. Dimensions: 8"H, 24",30" or 36"L., .08" thick aluminum Multi -lane roads Dimensions: 12"H, 24",30" or 36"L., .08" thick aluminum Letters: name - 6" series "B" #2270, suffix letters - 3". Scotchlite (silver) or equal. Multi -Ione roads Letters: name - 8" series "B" #2270, suffix letters - 4". Scotchlite (silver) or equal. The street name must be on both sides of the sign plate. v dtr 'r 11Tq 3' ANY ST. BRACKETS BLADES STEP --POST GENERAL SPECIFICATI❑NST FLAT BLADEI ALC❑A #86054.6063-T6 ALLOY, ETCHED, DEGREASED WITH #1200 AL❑DINE FINISH WITH #2277 GREEN SCOTCHLITE BACKGROUND OR EQUAL DIMENSIONS -- 6' MIN. H, 24' , 30' OR 36' L. LETTERSI NAME - 4' SERIES 'BI # 2270 SCOTCHLITE (SILVER) OR EQUAL - SUFFIX - 2' SERIES AS ABOVE, POST, STEEL FLANGED CHANNEL POST WITH BAKED GREEN ALKYD OR GALVANIZED FINISH PER A. S. T. M, -A-123, WITHOUT ANCHOR PLATES, STOP SIGNT R1-1 MUTCD - 30' x 30' (ENGINEERING GRADE) LOCATION, ONE PER INTERSECTION AS INDICATED ON THE PLANS. STREET NAME SIGN (SNS) or (D-3) front view 24", 30" or 36" long 6"�8►, ST. 0 S a Z off' z �r C. 2 � a o o v vvi o =wtw- z���000wo�w�o� �Kw~�OKww=¢ a�y� al=—wcnr +tea 33w�N3w�a j Z TYPICAL APPLICATIONS Pavement Resurfacing 8. L (min)---,2W-S for speed3 45 mph Pavement Repair = WSJ for speedss 40 mph Utility Work U �2 Bridge Repair -7- Where: Guardrail Work J W= Width of lateral transition in feet. C: v S= Posted speed limit (MPH). 10 9. The ONE -LANE ROAD signs are to be fully covered and the _J FLAGGER signs either removed or fully covered when no work CONDITIONS is being performed and the highway is open to two-way traffic. WHERE ANY VEHICLE, EQUIPMENT, 10. Arrows denote direction of traffic only and do not reflect WORKERS OR THEIR ACTIVITIES pavement markings. Z z 0w W O ENCROACH THE AREA BETWEEN 11. Longitudinal dimensions are to be adjusted to fit field THE CENTERLINE AND A LINE 2' conditions.See Index No. 600. Z o N OUTSIDE THE EDGE OF PAVEMENT 12. When a side road intersects the highway on which work is being Q~ti performed additional traffic control devices shall be erected W � 0 In accordance with other applicable TCZ Indexes, _J 13. For general TCZ requirements and additional information refer I- to Index No. 600. -J MAINTENANCE OF TRAFFIC PLAN 0 TRAFFIC CONTROL THROUGH WORK ZONES TWO–LANE,TWO–WA`# RURAL OPERATIONS ONE DAYLIGHT PERIOD OR LESS 1 of 1 603 W1-6 1, 2 • • i •�� i i • 2' 5' GRAD 3' #5 CHANNEL POST SIGN 7' 12' FR01 EDGE OF a ANY ST. j .,,,,,, ,,. I / �� • I IFT� IIF �I I ?: - �:;: � 11F�I IF=R IIPT I I ,�R / ��/ /\�l'l -ur= ►-1111-r_u1K 11 3. 3, POST: Steel flanged channel post w/ baked green alkyd or galvanized finish per A.S.T.M.-A-123 ; Min. weight: two lbs. per foot, 7/16 " dia. holes, 1" apart top to bottom. A concrete footer is not required unless it is shown on the plan. C D N 5/8' R. N �D 3/32' 17 . B 5/8• R. )KAT RADIUS DIMENSI❑N TOL. 2.00 3.00 WHEN POSSIBLE ' A' t 3/3211 - 15/32-17/8 ' EXTRUDED TYPICAL STOP , B. t 1/83' - 1/1% 1/2 BLADE SECTION SIGN PLACEMENT 'C't 1/161' - 9232- 5/16 • (UNCURBED SECTION) ' D'* 1/32 ' 3/16 0 7/32 " CHANNEL POST h� #6 GENERAL SPECIFICATIONS: FLAT PLATE, Alcoa # 86054.6063-T6 alloy, etched, degreased with #1200 alodine finish with #2277 green Scotchlite background or equal. Dimensions: 8"H, 24",30" or 36"L., .08" thick aluminum Multi -lane roads Dimensions: 12"H, 24",30" or 36"L., .08" thick aluminum Letters: name - 6" series "B" #2270, suffix letters - 3". Scotchlite (silver) or equal. Multi -Ione roads Letters: name - 8" series "B" #2270, suffix letters - 4". Scotchlite (silver) or equal. The street name must be on both sides of the sign plate. v dtr 'r 11Tq 3' ANY ST. BRACKETS BLADES STEP --POST GENERAL SPECIFICATI❑NST FLAT BLADEI ALC❑A #86054.6063-T6 ALLOY, ETCHED, DEGREASED WITH #1200 AL❑DINE FINISH WITH #2277 GREEN SCOTCHLITE BACKGROUND OR EQUAL DIMENSIONS -- 6' MIN. H, 24' , 30' OR 36' L. LETTERSI NAME - 4' SERIES 'BI # 2270 SCOTCHLITE (SILVER) OR EQUAL - SUFFIX - 2' SERIES AS ABOVE, POST, STEEL FLANGED CHANNEL POST WITH BAKED GREEN ALKYD OR GALVANIZED FINISH PER A. S. T. M, -A-123, WITHOUT ANCHOR PLATES, STOP SIGNT R1-1 MUTCD - 30' x 30' (ENGINEERING GRADE) LOCATION, ONE PER INTERSECTION AS INDICATED ON THE PLANS. STREET NAME SIGN (SNS) or (D-3) front view 24", 30" or 36" long 6"�8►, ST. 0 S a Z off' z �r C. 2 � a o o v vvi o =wtw- z���000wo�w�o� �Kw~�OKww=¢ a�y� al=—wcnr +tea 33w�N3w�a j z 0Oo ry — U Q WF LIJ Q > O M Li ry Z 15 ~ Z IfErn cERnacan� H W. SCHULKE / Fl. REG. N 4 O JODAH 8. FL REG. 0. 573 1 fDATE: HEET 1 D PRO CT N . Z Z W 0) U �2 M N -7- 0 �C J C: v Z 10 _J 00 W CD U° a ED WJ V) o Z z 0w W O (D Z o N = :!506 W o Q~ti W � 0 0' _J I- w -J M W Z W � WN h U>ER to W V VI Zo Q� J : Z Cj N U ~W v z 0Oo ry — U Q WF LIJ Q > O M Li ry Z 15 ~ Z IfErn cERnacan� H W. SCHULKE / Fl. REG. N 4 O JODAH 8. FL REG. 0. 573 1 fDATE: HEET 1 D PRO CT N . 0 Z N �2 In -7- 0 ry 7- a V) 7- (D V):2WW W p O_ V) Q z 0Oo ry — U Q WF LIJ Q > O M Li ry Z 15 ~ Z IfErn cERnacan� H W. SCHULKE / Fl. REG. N 4 O JODAH 8. FL REG. 0. 573 1 fDATE: HEET 1 D PRO CT N . M 60' ROW 1 1 16' M61AN 6' 2' 14' PVMT 8' VK 8' 14' PVMT 2' 6' 1 1 1/2' TYPE S-3 1 1/2- TYPE S-3-1 1 ASPHALT ASPHALT 4%--� i-��--4% 2%ter-- -2% ,Y �: ••`1.f'Nia i.I V.3 Fw4'.f:..;. .z.;xr �.;Iry �r''s.1t>:.t'. t-• .�•; 1 TYPE FCURB --1°' . t,.�t<.3-qty;•;,��y�a TYPE D CURB ��`-.-_-TYPE F CURB 6" COQUINA SHELL 8" STABILIZED SUBGRADE 6" COQUINA SHELL COMPACTED TO 98% MAX. (LBR=40) 98% COMPACTION COMPACTED TO 98% AX 1 DENSITY (AASHTO T-180) AASHTO T-180) DENSITY 1 FILL COMPACTED TO FILL COMPACTED TO I 98% MAX. DENSITY 98% MAX. DENSITY TYPICAL SECTION B -B ENTRANCE ROADWAY 60' ROW NTS ADJACENT PROPERTY I DRY RETENTION AREA - TRACT 'A' -•S 6't► 4' - 6' �..- MATCH EXIST. GRADE r► -69 "EXIST GND VARIES 9.0' TO 10.0' LI BOTTOM ELEVATION = 8.75 2'f rf REMOVE CLAYED SAND BENEATH BOTTOM OF RETENTION AREA. BACKFILL WITH CLEAN TAN SAND, < 5% FINES. SECTION G- G NTS PROPOSED LOT STORMWATER TRACT 'B' DRAINAGE/MAIN II EASEMENT .►►►►..----�����j (PRIVATE) 1 6' 6' 12' 6 SOD (BAHIA) �- '. s. 1 i 13.0 -� 1 12.0 11.0 1 �1 1 1 18' COQ TR01_ FL_FVATION = 8.0 s TYPICAL LAKE SECTION D -D NTS LOT 37 CONSERVATION TRACT _20' SETBACK _ AREA TO BE PLANTED WIT; �19 CRIER NATIVE VEGETA11ON AND REMOVE Of NOT 37 ALL EXOTICS (AS BUFFER FOR ADJACENT WETLANDS) 7' 5' -WTD 8 VARIES 18 i� 16 I 14.8' I / FFE-14.1 14 10 SPLIT RAIL 8 6 4 2 0 0 -5' TOP OF BANK (ELEV 13.5) SILT FEN(£ AT UM' OFFILL m- u w 0 in 0 '' POND BOTTOM = -2.5 NOTE: STABILIZE SOD BANKS OF BERM IMMEDIA LY UPON FINAL GRADE 16 14 - 12 10 EXIST GND-) 8 6 4 9 50 100 CROSS-SECTION J- J NTS 150 0 181 16 14 12- 10 2-10 8 6 4 2 0 0 1 12' 1 2%--� 1 MODIFIED MIAMI CU 1 PROPOSED LOT 80' TOTAL FUTURE ROW 10' LANDSCAPE 40' PROPOSED ROW 40' EXIST ROW 1 OPAQUEASEMT ``'1 SOD BAHIA 24' PAVED ROAD LACONIA STREET 1 BUFFER - 15' 1 1 5' =LEV. AT EOP VARIES Q LIMITED 96.7 TO 15.4 TO 14.5 EXIST 1 ACCESS ; SMT26' SWALE 6' SHLD w-"8' 4'± 12' PVMT �► 1 TOP OF BERM VARIES Ems'- (STABILIZED 19.0 TO 17.75 TO 16.7` 4' 13' 4' g' _ 8" DEPTH) 12 PVMT 1" S-3 M9N) �w 1" S-3 OVER 1 1/2 E S-1 RECYCLE ASPHALT AND BASE EXISTING OF z ELEV. AT PL VARIES 1 1/2" TYPE S-1 ASPHALT OVERLAY PAVEMENT AND OVERLAY 1 CENTER LOT GRADING _ 3 11 17.3 TO 16.0 TO 15.0 ASPHALT CL GRADE PER PLAN O SIDE LOT GRADING (GRADE TO ROAO`N�`�I 3.1 2% SOD ANY DISTURBED AREAS 1 3A ,e?r..^�i{5+•�{��et7 tv •"1r�Ft«n!� f-th.«-_ --�. SAW TRUE/STRAIGHT LINE--- ACR 1 /j//�jM REMOVE ALL SUBGRADE, BASE 1 (INTERNAL ROAD) 1 ASPHALT WEST OF LINE. 1 1 EDGE OF SHOULDER VARIES RECONSTRUCT AS DEPICTED. 16.0E TO 14.7E TO 13.81 8" COQUINA SHELL 1 ' COMPACTED TO 98% MAX. EXIST GND 1 BOTTOM OF SWALE VARIES FILL COMPACTED TODENSITY (AASHTO T-180) I 13.0 TO 11.7 TO 10.8 98% MAX. DENSITY 12" STABILIZED SUBGRADE PLACE SILT FENCE PRIOR AASHTO T {1COMPACITON 80) TO CONSTRUCTIO LACONIA STR ETN OF TYPICAL S E C TI 0 N A A NOTES: 1 AT OVERL C NT 50' ROW 1 1 2' 10' PVMT 10' PVMT 2== 12' 1 1/2" TYPE S-3 ROVIDE 2' SOD ASPHALT ALONG CURB 1 8" STABILIZED SUBGRADE- 1 (LBR=40) (98% COMPACTION 1 AASHTO T-180) 1 2% -�-- 2% f` ODIFIED MIAMI CURB 1 6" COQUINA SHELL COMPACTED TO 98% MAX. FILL COMPACTED TDENSITY (AASHTO T-180) 1 98% MAX. DENSITY 1 I TYPICAL ROADWAY SECTION 50' R 0 W UPLAND BUFFER NTS AREA TO BE PLANTED WITH NATIVE VEGETATION AND REMOVE ALL EXOTICS AS BUFFER FOR 10' DRAIN & ADJACENT WETLANDS) UTILITY EASEMENT 1= _1I CONSERVATION TRACT 7' 5' 110'1 25'± Z( - NOTE: STABILIZE SOD BANKS OF BERM IMMEDIATELY UPON FINAL GRADE 18 3 114.0' w 16 e ? 16 13.0'± 14.0' 14 TYPE D CURB t 4 1^ � 12 �AODIFIED MAIMI CURB f `1 -SILT FENCE 1n SPLT RAIL FENCE LIMITS OF %' - 10 MA TCH- EXIS- GND 6 6 EXIST GND 4 4 2 2 0 0 0 5 I 100 150 CROSS-SECTION L -L NTS AREA TO BE PLANTED WITH NATIVE VEGETATION AND REMOVE ALL EXOTICS AS BUFFER FOR ADJACENT WETLANDS TRACT 'C' UTILITY AREA CONSE VATION TRACT UPLAND _ BUFFER VARIES ( 15 MIN EXIST WETLANDS NOTE: STABILIZE//SOD BANKS OF BERM 5' I IMMEDIATELY UPON FINAL GRADE O' 5E' A k w J 1 Z 16 FFE-14.7 1 13.5' 0P OF ,BANK ��L. 13.5 � 14 14.30 13 3' 13.3_' AT REAR OF `.JI 7 CTATIO 12 _ - - -- - - - DRIVEWAY _ 10 �`--- SILT FENCE FT LIMITS OF LMATCH 8 EXIST GND EXIST GND 6 4 9 CROSS-SECTION K -K 50 100 NTS 150 0 AY- O RACTOR SHALL PROVIDE ALL REQU9RED ASPHALT NEEDED TO LEVEL AND OVERLAY TO 2% CROSS SLOPE. 80 ROW 1" SPECIFIED IS A MINIMUM. (� 2. LACONIA STREET MUST BE CONSTRUCTED IN ITS ENTIRETY, EXCEPT NTS FOR FINAL LIFT OF ASPHALT, PRIOR TO COMMENCEMENT OF SUBDIVISION IMPROVEMENTS. ALL LACONIA CONSTRUCTION IS DEPICTED ON SHEETS 5,6,8,9 AND 11-13. / AREA TO BE PLANTED WITH NATIVE VEGETATION AND REMOVE ALL EXOTICS (AS BUFFER FOR ADJACENT WETLANDS CONSERVATION TRACT I 5' TOP OF BANK AVG. WIDTH= .31 FT UPLAND - (ELEV 14.00) EXIST WETLANDS VARIES 24' 6' NOTE: REMOVE EXOTICS _ _ _ SOD BAHIA STABILIZE/SOD BANKS OF BERM 14 REVEGITATE I _ IMMEDIATELY UPON FINAL GRADE 12 Ld z 10 ATLLIMIITS 0 8 a. EXIST G D �L 6 a 4I 41 2 CONST. SPLIT RAIL FENCE 8 T� TOP OF CONTROL ESV = 8.00 \DEE' CUT UNE ELVI 6.0 0 50 100 150 POND BOTTOM = -2.5 200 CROSS-SECTION E- E NTS LOT 40' DRAINAGE R/W 0 10' EASEMENT TO C.O.S. 6' 18 (OPTTIIONAL) (BAHIA) BERM GRADE +1.3ABOVE I 13.7 16 r t OP ROAD r- 14 CENTER LOT GRADING �EXIS7NG SIDE LOT ,TRADING 0:1 MAX) +12" A+CR - - - / 12 MAX SLOPE ( SILT FENCE \ \EXIST / DIT* 10 Fx1"T nNn i 8 0 50 100 CROSS-SECTION F- F NTS 225 PROPERTY PROPOSED (40' ROW) EXISTING (40' ROW) T6' 4' 9' 8' F4, A EXISTING WETLANDS 16 14.46 14 12.80 !'< 13.78' 10.5'± ,;^� SEE ES AREAAL SECTION A -A 19 I IATCH EXIST GN _� - 10- - - - I \ \ 10.8' I 8 -tAlbl UNC / 6 / 0 50 100 DITCH MUST BE OVER -EXCAVATED TO REMOVE ALL MUCK, DEBRIS, PLANT/VEGETATIVE MATERIAL, AND ALL OTHER DELETERIOUS MATERIALS. BACKFILL W/ CLEAN GRANULAR SAND (<5X FINE) AND COMPACT TO 98% OF MAX. DRY DENSITY IN 12" MAX. LIFTS. CROSS-SECTION 1-1 NTS cn 0 Q � a w z a N O Ll- U- 3 F a 0 -i z m S V J Q O O U Wo oN � o W Z�N2 W SNwfw- c9 �- w m H N U wwQ � maw KW���a JUF=-NO w_ N�aQZWo�¢a 3 zoC,00a�mo5 3 S D F U K J~ T wo==wwn-��w�a \i=-a33w��3w�a! V _g of N co co N •-..I O N LL to Q oo � '00 Z0Q.c Q WoWJ o mQ CO -- 6 ow 6ow fr� o > U) / [L N O (00 06 Z0N� w ~ F- _ �oU)N Woo~ LL ZQJ`i LL W � Li W > C04 4 a) J j Qo _� � ZN v {n z 0 f -- U Ld V) J Q U_ 92 i -- L d F- 0-'-7 - 0 0= � _ O C.� V o W m Li' 9y D Z :D co 0 F- Z CERMCA JOSEPHW. ULKE / FL REG. 4 48 1 ❑ JODAH B 1111 FL RE N0. 573 [I WW P. STODD DATE: SHEET 12A 04VU6CI P_ SOUTH PRONG SEBASTIAN RIVER FLOODWAY 20't 16 z 14 _._....-- � .. _ .. __..._.._.__... m. _.,......._._--_- __.o 12 i 1 TRACT "E" CONSERVATION AREA TO BE PLANTED WITH NATIVE VEGETATION AND REMOVE ALL EXOTICS (AS BUFFER FOR ADJACENT WETLANDS) AVG. WIDTH=31 FT AS UPLAND BUFFER EXISTING WETLANDS = 20't EXISTING WETLANDS - CONSERVATION TRACT 'E' STORMWATER TRACT 'B' 24' 8' 5' TOP OF BANK CONST. SPLIT RAIL (ELEV 14.0) FENCE AT TOP NOTE: STABILIZE/SOD BANKS OF BERM IMMEDIATELY UPON FINAL GRADE . 16 OF BERM —�� EST. NORMAL WET SEASON ., �.�......�_._.__.......e�..�__. �__�.�,.._w..��._.�...�..m....�..,�_.�.�.�.�...�.,w�.._ .�.,.,.�._...�..�.____�._M...�w�...,...�....__.�._..�.__..�.._.�......,.�,.�a.._.�...�..�....�_.�__._.�.._.._�..�....._.�.._._...._.�..._...,�...._......�.�...�,.w_._.�_.� .�.w...�...�..��._._.._,� ..�..w.._ 1.�_�...-_...__._._�__�.�.�..__.��,..�.�..__�- EL. 8Y 14 LIMITS OF FIL ..._.�._._._ •= _ _ _.-...� .�"'"". � APRQ04 .._ ��JVT-.Y. 6.0' 12 6 CREE " WATER ..EL:_; 4 ---__ __- 2 i � _ 0 - .,.....,__ ..._ ......._ _...._._..__ _._...___. _._ ....,_._w_,_._M._..... x m U- 0 CL 0 14 12 10... _ 6 ._.. ......__ CREEK...._...._..,..., ._..._.._..._...,,........___..____�_ EXIST. GRADE--/ E _ 0 'A 0 -,.—.w..�.... _ _.--- PROP. WATER TABLE EL. ESTIMATED NORMAL SEASONAL DUE TO LAKE CONTROL EL. _. m �.�.�_ TifGH ."�IATERmmTABLE..�._ _..�,..�....,.._ (42"0--46"--BELOW"--GRADE)'--.—' . __ _.., ..__ ..._ ._.. ....._.. _.w mm • .._ ._ 4 ,. _ w ......_w_..�_�_.._-..��_...___..��....___.�,�,�.��._..�.___..�.�..�..�.___........_...___..._..�..��,m._...�._..�_-.,._.�.m.�._.�._.�..�.____....�..��._,a..,...��ww......_M.___�,....__....,.,___�_.......�.._�.......���.�..�..�...�.�.�.-..�...�..____�.���.�..��.�.....� ..�...�80RING��-8=4��• 9 _ 0 LAKE BOTT EL_=? -2 4 WATER -EL ..M3.0._TO_..40_....... 4 _ .._ _ 0 -2 70't SOUTH PRONG 'L SEBASTIAN RIVER FLOODWAY i ROL EL=,,_ SECTION N TRACT "E" CONSERVATION I AREA TO BE PLANTED WITH NATIVE VEGETATION AND REMOVE ALL EXOTICS (AS BUFFER FOR ADJACENT WETLANDS) AVG. WIDTH=31 FT AS UPLAND BUFFER TRACT "B" STORMWATER 24' _ = 8' CONST_. SPLIT RAIL FENCE AT TOP _BERM.__., _.._._..4 _ .. ROP. -_ GRADE - GRADE " PROP. CONTROL EL. 8.0 .80,E _. 2 - ......_..,..,,.. •M _... .- - - _ - -- _ ...... ------------------_ APRIL 2004 WATER TABLE -—ESTIMATED" NORMAL ---SEASONAL _ HlG1...WATER mTABLE- ____— EST: -SEASONAL --HIGH WATER TABU (14"._DEPT�fij�� SECTION O NOTE: STABILIZE/SOD BANKS OF BERM IMMEDIATELY UPON FINAL GRADE 14 V-� 12 1A SCALE: 1 " = 5' VERTICAL 1 " = 10' HORIZONTAL 0 0 s Ic 0 U 0 O oiV d 1 0 0 0 o t� cvn O Z�NrV ~ow =U`t-W p7}CNS rWWQc��m3ow �a~a�Zw��ad~3 ¢za��aoWo=m°g +Fa33w(f)�3wInaj % "N Q5 U z E clq cn Q� D z OW Z UN Q _ 0 .0 : WoIMQ OZ2 zwW rr� ' 0 > VJ NO0) od zit 0 W �j�o . Q J U LL- (� N W o Q ti W Z LL_ � J W u > N 0 �co J j Qo ZN V)1 I. v � F - Z U Q L LJ LJ_I V) O ryU Q 6 0 6 0 Ld _j >z`` SCALE: 1 " = 5' VERTICAL 1 " = 10' HORIZONTAL 0 0 s Ic 0 U 0 O oiV d 1 0 0 0 o t� cvn O Z�NrV ~ow =U`t-W p7}CNS rWWQc��m3ow �a~a�Zw��ad~3 ¢za��aoWo=m°g +Fa33w(f)�3wInaj % "N Q5 U z E clq cn Q� D z OW Z UN Q _ 0 .0 : WoIMQ OZ2 zwW rr� ' 0 > VJ NO0) od zit 0 W �j�o . Q J U LL- (� N W o Q ti W Z LL_ � J W u > N 0 �co J j Qo ZN V)1 I. v � F - Z U Q L LJ LJ_I V) O ryU Q 0 0 Ld _j >z`` 00 Iz to oz —:D >0 I U Q m 0� LLI> V) 0� F_ z Q 0 z E7Gdlt�[ JOSEPH W. Fl REG. 470 ❑ JODAH B BITiLE FL RE NO. 573 DA FL R . N 5780 DATE: }' ' / i EET I2B PROJT N4. \1 04- / 6 \11 1 1+00 1 "24 24,,- 24- 24- 24-,-,--- 24,....... ... . .......... . . 24 CL Lo r, !2 22 ..22 to cd 22- 2Z o6 ...... ...... -2 2 . ... ........ 22 0 ------ I -_ 1-1 - I --- __ I 2-2-- ol a 0 (00 0 00 0 co Lq 0 + + + , 5 t4 I + 04 + + Lo It co 20 < Ed 20¢ ¢ < . . . ...... A, 20 - < to W W a. co w w w Zo STA. 2+93.14_18.5,0. 04 (n w =V) CL 00 -------- --- 9 6"X4" REDUCER TEE AND VALVE�----r-"----'----------,-,--,----,-,,,,,,,, 18 -18 1,8 ... . .. F� + FIRE WD ASSEMBLY 1 ........ a- LoO 00 . ....... FlH'T0 BE 8"FROM BOC�'--- + 1 6------_-__-__"_',r_ 16 16 _r 6 CR 16 +6 cq SLOPE +0.60% + _SLO'r .. ...... .. f .90% 0-401. 14 14 14 - - 14--- SLOPE +0 14 CURB+1 -0.309 36* MIN. SLOPLOPE W.M./DRAIN ........ . ... NO CONFLICT 12 ------- 12, 1,2 NO CONFLICT wM 180 S I 10 C. ------ - ----- 10 DS -9.,1.1.00...5_,----____'_'_-""-_r - ---- - MIAMI CURB DS 10 10.07 N,S jq3 18' ADS . . ......... i 86- ADS OS i a in �z 80 'S 8 8 8 289 LF.' DS_ 11-9.10. DS 12 9.07 N,S Pvc SANITARY o o.4ox 15 ADS DS'4,8.75 NWW 8.09 46 STA. 1 +83.96, 45.12` LT...... 300 LF 8" PVC SEWER 0 0.347. J16, 15. ADS 4" 22.5* BEND 6, 6 - 6 . ....... ......... .......................... . ......... 6 DS 13 8.75 rW,SE 6.0 305 IF 8" PVC SEWER ®0.349 34% 4 4 4- S A. ,,1+51.67,.66 41,LT ... .... 4" MJGV 2 2 e PLUG 2 2 2 ....... .. ........ ...... SAMPLE POINT #2 ------------- r 0 0 1+00 2+00 3+00 4+00 r%.t-nn 4-1 1 20+00 24........,.» _., ------- 00 n + to C4 0 ...... 2,C) 16.95' 18 SLOPE .33 ----------- 2 14"x23" x23i" ERCP P ESANV,.1&5' -- LT CONST. $"W MJ TEE DEFLECT WM 0, UNDER, STM 18MIN. CLEAR 6- . ....... ......... 0) OR co Vl -22 ---- - ---- - 3>(L -4- r- 0 00 CL If Irvu o+uu 9+00 10+00 11+00 12+00 1 30+00 1 24 22 20 18 16 14 12 STA -JZ Q!,.26.51' LT 1 BACK TAP CONNIEdTiION- "T0bX_lS_T_l_NG____' --J-o-'WATER"-'rMN'"--'--l'Ir 10 CONST. 6'x6' TAPPING -TEMP:-JUMPF .RrCONNECTION SAMPLE POINT I 8 24- cz '-g co co 0 ZZ- 0) U - -------- - 24 < LL 00 00 j�U� 0 0 0 w_j 0 co Q -22-, Lo 22 + + 0 r- 0 > -4 (D + to 06 � 04 Oz _017�1 W LL. U) C'j i6 0 Woo 20 Co LL 20 20 > CN C'4 (o rn Z6 E5 w i (n z CN Cn 16 SLOPE- _1 16 ............ .................... 14SUPE ------------- SLOPE sl-vr - 14 - ................... 14 - 14 -2.0% 12 12 LF 15 RCP MES INV. 12.5' 10 10 ... ...... .... ..... .. 8 -8 .»....._ .. 8 6 6 4 4- 4 2 ------- 2 ---------- 0 30+00 31+00 32+00 6 4 2 0 13+00 V) LL_ 0 ry n CER77RCA71ON JOSEPH W. SCHULKE FL REG. NO.,ff bJODAli B. prrU FL REG. 0. 573 DATE/ SHEET 2C PR� JECT NO. 0 -060 cz '-g co co 0 ZZ- 0) U L - N co) .Lj Ce) L_ cl" < LL 00 j�U� 0 0 0 w_j 0 co Q 0 CD -- 57 60 zww U) 0 > -4 (D < T- C:> 0) N 06 � 04 Oz W W LL. U) C'j 0 Woo F_ Co LL L'cj > CN C'4 (o rn Z6 E5 (n z CN Cn V) LL_ 0 ry n CER77RCA71ON JOSEPH W. SCHULKE FL REG. NO.,ff bJODAli B. prrU FL REG. 0. 573 DATE/ SHEET 2C PR� JECT NO. 0 -060 /11 Sod ---Slit Barrier 50' Max. W Max. I Limi; � 1� _a L Sod rD1tch Botto Inlet -10' (Tx0. Median Ditc -Slit Barrier pY0 M.t s Ditch I Cross Drain �► 1 50' MOX. 50' Max Sod - I i Endwall % It Barrier Limits Of Construction DITCH INSTALLATIONS AT DRAINAGE STRUCTURES EROSION CONTROL NOTES 1. SEDIMENT BASINS AND TRAPS, PERIMETER DIKES, SEDIMENT BARRIERS AND OTHER MEASURES INTENDED TO TRAP SEDIMENT SHALL BE CONSTRUCTED AS A FIRST STEP IN ANY LAND -DISTURBING ACTIVITY AND SHALL BE MADE FUNCTIONAL BEFORE UPSLOPE LAND DISTURBANCE TAKES PLACE. 2. ALL SEDIMENT CONTROL MEASURES ARE TO BE ADJUSTED TO MEET FIELD CONDITIONS AT THE TIME OF CONSTRUCTION AND BE CONSTRUCTED PRIOR TO ANY GRADING OR DISTURBANCE OF EXISTING SURFACE MATERIAL ON BALANCE OF SITE. PERIMETER SEDIMENT BARRIERS SHALL BE CONSTRUCTED TO PREVENT SEDIMENT OR TRASH FROM FLOWING OR FLOATING ON TO ADJACENT PROPERTIES. 3. PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO DENUDED AREAS WITHIN SEVEN DAYS AFTER FINAL GRADE IS REACHED ON ANY PORTION OF THE SITE. TEMPORARY SOIL STABILIZATION SHALL BE APPLIED WITHIN SEVEN DAYS TO DENUDED AREAS THAT MAY NOT BE AT FINAL GRADE BUT WILL REMAIN UNDISTURBED FOR LONGER THAN 30 DAYS. PERMANENT STABILIZATION SHALL BE APPLIED TO AREAS THAT ARE TO BE LEFT UNDISTURBED FOR MORE THAN ONE YEAR. 4. DURING CONSTRUCTION OF THE PROJECT, SOiL STOCK PILES SHALL BE STABILIZED OR PROTECTED WITH SEDIMENT TRAPPING MEASURES. THE APPLICANT IS RESPONSIBLE FOR THE TEMPORARY PROTECTION AND PERMANENT STABILIZATION OF ALL SOIL STOCKPILES ON SITE AS WELL AS SOIL INTENTIONALLY TRANSPORTED FROM THE PROJECT SITE. 5. A PERMANENT VEGETATIVE COVER SHALL BE ESTABLISHED ON DENUDED AREAS NOT OTHERWISE PERMANENTLY STABILIZED. 6. AFTER ANY SIGNIFICANT RAINFALL, SEDIMENT CONTROL STRUCTURES WILL BE INSPECTED FOR INTEGRITY. ANY DAMAGED DEVICES SHALL BE CORRECTED IMMEDIATELY. 7, CONCENTRATED RUNOFF SHALL NOT FLOW DOWN CUT OR FILL SLOPES UNLESS CONTAINED WITHIN AN ADEQUATE TEMPORARY OR PERMANENT CHANNEL, FLUME OR SLOPE DRAIN STRUCTURE. 8. SEDIMENT WiLL BE PREVENTED FROM ENTERING ANY STORM DRAIN SYSTEM, DITCH, OR CHANNEL. ALL STORM SEWER INLETS THAT ARE MADE OPERABLE DURING CONSTRUCTION SHALL BE PROTECTED SO THAT SEDIMENT -LADEN WATER CANNOT ENTER THE CONVEYANCE SYSTEM WITHOUT FIRST BEING FILTERED OR OTHERWISE TREATED TO REMOVE SEDIMENT. 9. WHEN WORK IN A LIVE WATERCOURSE IS PERFORMED, PRECAUTIONS SHALL BE TAKEN TO MINIMIZE ENCROACHMENT, CONTROL SEDIMENT TRANSPORT AND STABILIZE THE WORK AREA TO THE GREATEST EXTENT POSSIBLE DURING CONSTRUCTION. 10. PERIODIC INSPECTION AND MAINTENANCE OF ALL SEDIMENT CONTROL STRUCTURES MUST BE PROVIDED TO ENSURE INTENDED PURPOSE IS ACCOMPLISHED. THE DEVELOPER, OWNER, AND/OR CONTRACTOR SHALL BE CONTINUALLY RESPONSIBLE FOR ALL SEDIMENT LEAVING THE PROPERTY. SEDIMENT CONTROL MEASURES SHALL BE IN WORKING CONDITION AT THE END OF EACH WORKING DAY. 11. WHERE CONSTRUCTION VEHICLE ACCESS ROUTES INTERSECT PAVED PUBLIC ROADS, PROVISIONS SHALL BE MADE TO MINIMIZE THE TRANSPORT OF SEDIMENT BY TRACKING ONTO THE PAVED SURFACE. WHERE SEDIMENT IS TRANSPORTED ONTO A PUBLIC ROAD SURFACE WITH CURBS AND GUTTERS, THE ROAD SHALL BE CLEANED THOROUGHLY AT THE END OF EACH DAY. SEDIMENT SHALL BE REMOVED FROM THE ROADS BY SHOVELING OR SWEEPING AND TRANSPORTED TO A SEDIMENT CONTROL DISPOSAL AREA. STREET WASHING SHALL BE ALLOWED ONLY AFTER SEDIMENT IS REMOVED IN THIS MANNER. THIS PROVISION SHALL APPLY TO INDIVIDUAL SUBDIVISION LOTS AS WELL AS TO LARGER LAND -DISTURBING ACTIVITIES. 12. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS AFTER FINAL SITE STABILIZATION OR AFTER THE TEMPORARY MEASURES ARE NO LONGER NEEDED. 13. PROPERTIES AND WATERWAYS DOWNSTREAM FROM CONSTRUCTION SITES SHALL BE PROTECTED FROM SEDIMENT DEPOSITION AND EROSION. 14. EROSION CONTROL DESIGN AND CONSTRUCTION SHALL FOLLOW THE REQUIREMENTS IN INDEX NOS. 101, 102, AND 103 OF FDOT ROADWAY AND TRAFFIC DESIGN STANDARDS. 15. CONTRACTOR RESPONSIBLE FOR ALL SURFACE WATER DISCHARGES - RAINFALL RUN-OFF OR DEWATERING ACTIVITIES. 16. CONTRACTOR MUST INCORPORATE ALL BMP'S NECESSARY TO MEET OR EXCEED STATE WATER QUALITY REQUIREMENTS. 17. POLLUTION PREVENTION PLAN IS A MINIMUM GUIDELINE ONLY. ADDITIONAL BMP'S MAY BE NECESSARY AT CONTRACTORS EXPENSE. 18. NO TURBID DISCHARGE. TURBIDITY READINGS ARE REQUIRED ONCE A WEEK AND MUST BE REPORTED TO THE PROJECT ENGINEER. 19. DEWATERING ACTIVITIES: A - DISCHARGE MUST NOT EXCEED STATE WATER QUALITY STANDARDS. B - CONTRACTOR MUST HAVE A TRANSFERABLE SJRWMD CONSUMPTIVE USE PERMIT KNOWN AS A "NOTICED GENERAL PERMIT FOR SHORT TERM CONSTRUCTION DE -WATERING", UNLESS DE -WATERING ACTIVITIES WILL RESULT IN LESS THAN 300,000 GPD FOR 30 DAYS OR LESS. 1 C - NO HYDRAULIC PUMPS MAY BE USED FOR DE -WATERING / 'Flow Anchor Bales With 2 - 2' ski ira c�oL D - NO TURBID DISCHARGE. TURBIDITY READINGS ARE REQUIRED ONCE A WEEK AND MUST BE REPORTED TO THE Bales To Butt( x 2' x 4 SBARRIERITE k SOF -vw BE INSTALLED BY BAND PRIOR PROJECT ENGINEER. Stakes Per Sale.I s N EXISTING IWADWAY\ � TO CONSTRUCTION. o EDGE OF PAVEMENT I PLAN I a tik 8' Mtn FIII Slope GENERAL N0TE'S � � ��'TAR ELEVATION A�_ 1. A SOL 1RAaalo PIEVEMI,ON DAPPROACHEV r NATURAL GROUND SLOPM BE USED AT ES AWAY FROMSITES ETHEETDE OF SLOPE LENGTH �A IL OF � � OF � s.0 \ _ 1 I PIMMI SHALL K DIIEatm TIINI A sTP0. sMtltNa, FIAOOM0. OR 011At -�_ T T 1 T 1 T T T TWD As >n AND ,z BARRIERS F 0 R FILL SLOPES s THE 00"MACM dAY PRDPOK AN ALRIIINMIK MMM 1e TMMC 017*E I TRMMM OF BOOM. THE ALi MSM war BE ININIFrrm AND AITIIOVED sT Woven Filter Fabric In Absence Of THE ENIRKaI PRW"rta EXCAVATE LACONIA- USC I 50' STD. _ i EWATER INTO LACONIA Established Gross (Approx. 12' x 12'). 3 1 t siloAoolsTOLUS RaivaaH�tldlwuD oAs ` t I Secure Edges By Entrenching And I CONSTRUCT PAVED TURNOUT I MORE NlOg1AMIX M >0 Dlsclm Br T1K Extend Under Bas and Bales. Fabric a (INOEx NO sts�. MAY BE 4. ADWAA las SWU K As OEu v a lanai sol oaauoaw w, -a a { Shall Meet The Re uirements Of = OELETEO IF Al ROVED AaeRmAla sluLL K roDT I®E /,. IF T1IS SM a Iter AVMAIBE, M :.I Requirements )) �c AVAIAMa aMAuu V A*DFw11} wY K siA marm wee THE k"ovAL or O Sand Bog- ag Section 985 Of The Standard ) BY THE ENGINEER. Speclticallone, Coat Of Fabric To Be iT I IM I G� I Included In The Contract Unit Price Its r AM I For Baled Ha Or Straw, TN, �;DRIVE 5' Mtn. o PCT Ass err au„FACE ARG DRMIMID t0 THE Im. wxFII 1xE atPD a teaAtm j s. rde somm Mr stoles PAOIK A mmitlON VOUM Or 3900 CUM Y / GZ iROW pr1�R ORAINAOE ALAS. 111E !1%1pRM0 !tr YOLUIIL: WILL tAfIRY WE . ♦ . c . I . . I I • (• 1.1.1.1.1 • F I . .1. . I jjj I� w v ,�_ _._._ ;} As AN OPnaH 1e Te sEORSHr Prr. Tw wvm OF THE swMs sorra am IIF F ..... � +. c ,._ I c Loose Soil Placed By Shovel And Lightly NOWAM To OBTAIN IHE VOILWL WNDI TME MLEUNT PIT OR SWAta wu"IE` S Loose Soil Placed 8y Shovel And Lightly g y Compacted Placed The Upstream Edge Compacted Along The Upstream Edge Of Bales. NAa Ism RmlNcrR ro ole HALT, rt 1N+w K atAleD wNrN A sMAtLI a t; // vsm. WY Ise a sI.1 PTONCE m,ALL K PIACm AIMS 1TK ails tn,slM. Of Bales _ -�- - _ _ t4 TUC S,MLE Orta+ MMM S A 7lU,L 1E1K A M IMINUII AIO A PLAN PLAN V _ _ - MAw6RM oRAOE AuoHo ns a,Po AM TO THE SDM1r M. _ T - -L - .....-. - �r .. SLOPE TO DRAIN ' "M J� T. t1011111110 � wreN THE moEauuH PIPs aAttanEs Rail I2 f- l /-Post PIPE TO I L Tie STPD ME K WMAMm M A oaAfRON MT M AMR TO PUMN � +� Lu SETTLEMENT ITS FUNCTIONALVOR . TO P0"1111111RAa10 0% 11e S1P0 OWL K IMI!® (DANLY I i WIA1t TO 110vi ACCUMULAI O MUD DOW N00 11M IM araK. I- I 'ALE BASIN A --� t� I KCUMI TO�tAaT 116 or YW im voymm ROM ttADEW TO INE Ir" MAY ME.,,•. [ .- -� 1 S. A STPD VRML K FA10 FOR UNDER THE oONIRACr UW MOR FOR SOI. TRN;IMIO Q } f PRFYOFIIat DEVICE, EL INE asT PM MILL ownwic mL Oa powAlaN ' T 1' Min, Recommen 5' T t' Min. Recommended _ - _ _ _ Anchor Lower Bales With 2 - 2" x 2' x 4' Stakes Per Bate. Anchor Bales With 2 - 2" x 2' x 4' Stakes Per Bale ( Fns WTRRIALs Rl10YM• MI1 Ka1CRA11011 OF' Ilii NSM UIRJ� Fal TRE s1TD1 DICIJIOINO RIR NOT UIN) Anchor Top Bales To Lower Bales With 2 - 2" x 2" x V Stakes Per Bole. , I PIM FAaIM A4 UM P 111111010411=AASPlwr me am ; O ELEVATION ELEVATiON APPROACH LENGTH KMDVM AND °RCN m"Dlmi6 ORN"OA 11 MUTA Po ANS WXr QV I Application and Spacing: The use of Types I & 11 bale barriers should be limited to the AS REQUIREPAT "a NIALL WE PAID PON D T p �R -� t conditions outlined to Chart 1, Sheet 1 of 3, index No. 102 aFuu• K Pig" uME1e TFe oanRAaT uEr PMCf Fns AIED GILT Fv+t£, r ELKCAM WATERWAY LF. f NL INE NDMMAL ars FDR A WANMRO smD a ,I' x IW um= onoma aE TYPE 3: TYPE I JJJ NOW N IN INK MANE. ,F THE vwAe or tRnno AND GANG VOICLls M tIR WIM BARRIER FOR UNPAVED DITCHES wA AMANT. A 3a w®m Biro WY ED USED NF AAPPROVEDw Tie ENOIRM iAlll OM DMWvMM'I STPD lam, M PAY eIIANIrtY WALL K 3 PoII LTER FABRIC LOCATICK. Poet Options: Wood Min/O Optional Post Positio Wood 2' x 4" Principle Post Position Oak x ( i (Canted 20' Toward Flow) Steel 1.33 Lbs/Ft, Mt8' Max Fllter Fabric (In' Conformance Wlth r '_^ Sec. 985 FOOT Spec.) > Filter Fabric a ✓� $ C! ,n / ! Silt Flow N to M t ELEVATION SECTION Note: Silt Fence to be paid for under the contract unit price for Staked Silt Fence (LF). TYPE --- SILT FENCE 4" MIN. TYPE D-1. INDEX 140. 199 TRANSITION DETAIL 9 I 2i I15' OR 30' I - --AOGREOATE SLOPE ,n FILTER FABRIC SECTION A -A BE STABILIZED AS REQUIRED ED ON FLOW AND GRADE. AGGREGATE COVER PER S' /INDEX N0. 205 i 4 FILTER FABRIC COMPACTED BACKFILL EXISTING OR TEMPORARY SIDEDRAIN PIPE RURAL CONNECTION DETAIL STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION SOIL TRACKING PREVENTION DEVICE TYPE A i 106 NOTES: *WETLAND PROTECTION PLAN* a. SILT FENCE MUST BE INSTALLED BY HAND ALONG SURVEYED CONSERVATION EASEMENT BOUNDARIES (AT TOE OF SLOPE -SEE SECTIONS EE,N,O) PRIOR TO CONSTRUCTION. b. NO TURBID DISCHARGE TO WETLANDS IN PERMITTED. c. ALL STOCKPILE AND/OR CONSTRUCTION STAGING AREAS MUST NE LOCATED 100 FT. FROM WETLANDS. Total area of the site: 18.40 Acres Total area of the site to be disturbed: 17.35 Acres x, x Silt Flow Existing data describing the soil or quality of any stormwater discharge: - + • �^'+ _�--� ® A site plan must be developed and must contain, at a minimum, the following See sheet 2 and 4 All sediment basins to be implemented for areas that will disturb 10 or more information: Drainage area size for each discharge point: acres at one time. The sediment basins (or an equivalent alternative) should �•" I _ 1. Drainage patterns,- See Survey be able to provide 3,600 cubic feet of storage for each acre drained. Entire Site = 18.4 Acres 2. Approximate slopes after major grading activities, -See sheet 4. Not required, less than 10 acres. However, providing: Note: Spacing for Type --- Fence to be in 3. Areas of soil disturbance, - See sheet 4, and this sheet. Latitude and longitude of each discharge point receiving water or MS4 for each Type ��N Silt Fence Protection accordance with Chart -, Sheet 1 of 3 discharge point: 1. An exist. ditch on the north property line with 65,910 cf storage with hay bales. Around Ditch Bottom inlets. and ditch installations at drainage 4. Outline all areas that are not to be disturbed, -N/A. Latitude = 27'45'35" 2. Upon completion of lake 1, will exceed 3600 cf/acre capacity structures Sheet 2 of 3. 5. Location of all major structural and non-structural controls, -This sheet. „ Type --- Slit Fence Longitude = 80'29 56 as a temp. sediment basin. Do not deploy to a manner that silt fences will act ere a dam across permanent flowing 6. The location of expected stabilization practices, -This sheet. watercourses. Silt fences are to be used at upland locations and turbidity barriers 7. Wetlands and surface waters, -Sheet 4, and this sheet. Best Management Practices (BMPs) and measures that will be implemented at the used at permanent bodies of water. 8. Locations where stormwater may discharge to a surface water or MS4. construction site and time frames in which the controls will be implemented: Permanent stormwater management controls such as, detention or retention SILT FENCE APPLICATIONS - See sheet 4 and this sheet. The contractor will use Hay Bales, Silt Fence, Filter systems or vegetated swales. Describe the nature of the construction activity: Barriers, and other BMPs. See detail to left. -Wet detention and dry retention systems incorporated as permanent BMP EROSION CONTROL NOTES Construction, land clearing and earthwork for commercial subdivision. Time Frames: for water quality control. Describe the intended sequence of major soil disturbing activities: 1. Place silt fence at perimeter prior to clearing. Describe in detail controls for the follwing potential pollutants, - All turbidity, erosion, and sedimentation controls shall be in accordance with 'Best Waste disposal: 2. Place floating turbidity barriers at end of prop. driveway culvert Management Practices' as described in the Florida Land DeveloDment ManuCL-A O Install silt fence around perimeter of site. Clear land. Construct temp. -On site waste will be containerized. Guide to Sound Land and Water Manaaement. °' and at each side of discharge pipe. 6 containment berm on perimeter 3. Grade and stabilize perimeter berm at on -set of earth work. - Reference F.D.O.T. Index #102. Q Const. tem settlement basin with 8 " ADS drainage overflow pipe with Offsite vehicle tracking: p 9 P P 4. Stabilize and sod each lake as completed. g' skimmer from retention area to the existing ditch on the north property line Te -Provide hard surface at temp. driveway (coquina). EROSIONC0NTR0L DETAILS Sod Swale banks of retention area. Temporary and permanent stabilization practices: -Regular maintence of adjacent road right of way, including t� Excavate lake, dewater into temp. settlement basin. -Temp.-hay bales/slit fences/floating turbidity barriers per plan. street sweeping, rut repair in non -paved areas. N.T.S. Sod lake banks of lake. -Perm.-seeded/mulched,sod. controlled grading and drainage to detention basins. Const. site perimeter berm to contain runoff. Application rates of all fertilizers, herbicides and pesticides: p Structural controls to be implemented to divert stormwater -None proposed. 1st step while excavating lake in Q flow from recieving waters: Sod Swale banks of Laconia A. -Temp. discharge ditch w/ hay bales Storage, application, generation and migration of all toxic substances: OAfter lake is excavated, banks are stabilized and sodded, -Temp. drains to lake and retention ponds -None proposed. water is clear and free of turbidity, install perimeter -Temp. berms at lake perimeter Description of the maintenance plan for all structural and non-structural controls. outfalls. -Permanent berming at site perimeter. -Contractor shall inspect and maintain all controls daily. -Permanent retention swales. -Engineer shall inspect periodically. (monthly, min.) -Permanent lake rte-- 3'-2" 2.5'LETTER NATURAL I ",CONSERVATION 1.5' LETTERS----,,,,, TI w '•� OR p6rttl6Nx� 1010 N x Wms REA U an wa6rA MUMm eEma POOIT. "L RE sr. jam NM WAIR MANAGDENr ` �1183rMAHTAT 'T LUMBER CONSERVATION AREA SIGNS TO BE PLACED ALONG THE WETLAND CONSERVATION EASEMENT BOUNDARY TO CLEARLY DEMARCATE THE BOUNDARIES OF THE NATURAL CONSERVATION AREA PLACE AT A MINIMUM OF 1 SIGN PER 100 FT. ALONG BOUNDARY NATURAL CONSERVATION SiGN N.T.S NO. 57 ROCK "SUMP" AT END OF PIPE --\ 2 TEMP. BERM SOD BANK �` TEMP. DRAIN PIPE INVERT OF PIPE BELOW WATER LEVEL SECTION A 'GRADE TEMP. SWALES TO PIPES TEMP. BERM AT LAKE TOP OF BANK. NO. 57 ROCK "SUMP" AT END OF PIPE DETAIL LAKE CONSTRUCTION TEMPORARY EROSION CONTROL etc F_ Z a o_ 0 V U II o 0 W Q Q Lu Q 0 0 o c�i vvi o Z O M>,8 OU ~ 0 =Z UQO�TI=_-N' I-wwQOpO]�?�W �WO�F-d J�OSN4J 4=�WQ Z K=fn ~a�Zwa'5S¢n.�3 Zo��oo�o�m�g �w= =�p1Ewwz3 ZZ� wo==wZODO N W��°J U CID ofco Zo> 4�a�(0 J � M AAJ aC 0 Q w � c 00 x~ W - > Q o U W 00 D zoa.; co 0 Q W0W� O m Q 0 �Zo0� zWw I- Zo> 4�a�(0 06 N 04 dam' :Z�=oWO W AAJ Q=� cD LL U) N W zo 0 F- x~ W - > Q M W ) MILL LL W W Q0�N � 0) ZN ti ti U) rU v/ _ �~ 0 F_ ~ W 0 0 zQ 0 W OCr l-_ w 0 Z 0 LIQ 0 oz� >- O F- 0 W 0 F m W Iy ::D > iii IY I- Z Q 0 Z JOSEPH W. SCWJWE FL REG. NO 47 0 JODAH B.TILE FL REG. 10. 57398 DATE.,', I _. EET 3 PROD CT NO 04 060 M-1 DETECTION TAPE PROVIDE TRENCH GRADEGRADE--"" OBSTRUCTION S 36" (MIN) (SEE NOTE NO 6) COVER SLOPE AS REQ'D PROVIDE TRENCH SLOPE AS REQ'D GRADE TRAFFIC BEARING UTILITY --ak PRESSURE MAIN 3" FIBERGLASS POST -7 RESTRAINED BOX AND TOP WITH LIFTING METER BOX TO BE GRADE > JOINTS - - DEVICE IN TOP. IDENTIFY 45' OR 22 1 2' UTILITY USED FOR VENTILATION (SWALE) ENCASE AS REQ'D-� BENDS (M.J.) '(MIN) �. SPECIAL UTILITY CR NG - FITTING TYPE GRADE ROADWAY (SEE NOTE 4) Z ELEVATION (ROADWAY) rn -SIZE OF MAIN 6" MAX LAYERS OR OTHER APPROVED *18" MINIMUM CLEARANCE REQUIRED FOR WATE1% STORM WATER, AND SANITARY SEWER MAIN CROSSINGS • l !> D MAINTAIN TRENCH METHOD TO ACHIEVE IF MINIMUM CLEARANCE CANNOT BE OBTAINED, DIP WITH MECHANICAL JOINTS OR CONCRETE ENCASEMENT �\/\ WIDTH 2'-0' ABOVE 0 98% COMPACTION IS REQUIRED (SEE NOTE 5A) /\\��\\���\ -SERVICE TOP OF PIPE \\ GRADE" /�/\/�A , D I M OBSTRUCTION 36�L(MIN) TO AIR RELEASE -\ ": iv • _ . is GRAVEL OR * - + - VALVE AS 1;•_ DRAINBOX', APPROVED BY IRCDUS -DEPTH OF COVER SEE NOTE N0. 2 - PRESSURE MAIN .�;} - t'; VENTILATION MAXIMUM WATER + - - 4" MAX FOR ACCEPTABLE 4 01 CMIN) ;�;;, POLYETHYLENE TUBING ro LEVEL ALLOWABLE LAYERS DEFLECTION CENTER A FULL LENGTH OF PIPE 2" DIAMETER y. }t f+ A DURING CONSTRUCTION • AT 98% ENCASE AS REQ'D AT THE POINT OF CROSSING STAINLESS STEEEL jj;: 2" DIAMETER STANDARD UTILITY CROSSING - DEFLECTION TYPE NIPPLE ELEVATION; STAINLESS STEEL 3/4" DIA BEDDING ROCK NOTES r{ NIPPLE FINISHED G2ADE OR PEA ROCK WHERE 12" PIPE 12' CONDITIONS REQUIRE OD UNDISTURBED 2" STAINLESS STEEL SOIL 1. THE DEFLECTION TYPE CROSSING SHALL BE USED WHEREVER POSSIBLE. ONLY UNDER DOUBLE STRAP �• +y, 2' CURB STOP TRENCH WIDTH SPECIFIC ORDERS BY THE ENGINEER AND APPROVED BY IRCDUS SHALL THE FITTING TYPE SERVICE SADDLE >X Z 'Wy CROSSING BE AVOWED. + Jai 2. CONSTRUCT STANDARD CROSSING NOT TO EXCEED 75% OF THE MANUFACTURERS' MAXIMUM JOINT DEFLECTION. ELEVATION 3. IF USED, TIE RODS ARE TO BE COATED WITH A COAL TAR ENAMEL AFTER ASSEMBLY. PROVIDE OFFSET J oo / (2 COATS MINIMUM) CUT OUT FOR OD \V/ NOTES 4. OTHER METHODS OF RESTRAINT MAY BE USED AS APPROVED BY IRCDUS. OF MAIN +5. USE DIP FOR GRAVITY SEWER WHERE VERTICAL CLEARANCE BETWEEN WATER MAIN AND SEWER IS LESS THAN 18 INCHES. DIP SHALL BE USED FOR GRAVITY SEWER AT WATER i 1. WHERE SOiL CONDITIONS CANNOT BE MAINTAINED AS SHOWN ABOVE, PROVIDE LINE CROSSING WITH A LENGTH OF PIPE. THE PIPE SHIT ALL BE CENTERED AT THE POINT PLACE OVER PIPE IN VALVE LOCATION APPROVED METHOD OF CONSTRUCTION. OF CROSSING, SO AS TO LOCATE JOINTS AT A POINT OF CROSSING, AND TO LOCATE THE 1/2 CUBIC YARD ELEVATION 2. SHEETING WILL BE REQUIRED AS DETERMINED IN THE FIELD. JOINTS AT A MAXIMUM DISTANCE FROM THE WATER LINE, WITH A MINIMUM OF AT LEAST 3/4" GRAVEL OR WATER MAIN /WASTEWATER MAIN 3. COMPACTION PERCENTAGES SHOWN REFER TO AASH TO T-180. 3 FEET BETWEEN WATER MAIN JOINTS AND OTHER PIPELINE JOINTS. SEE INDIAN RIVER DRAIN ROCK 4. MECHANICAL COMPACTION NOT ALLOWED BELOW THIS LEVEL COUNTY WATER DETAIL SHEET FOR FURTHER INSTALLATION DETAILS. 6. SEE TRACER WIRE DETAIL. M-14. N OTES 5. TRENCH WIDTH "W" PIPE O.D. PLUS V-0". 7. ALL WATER AND SEWER UTILITIES SHALL BE LOCATED A MINIMUM HORIZONTAL 6. 2" WIDE DETECTION TAPE WITH METALLIC BACKING TO BE INSTALLED OVER SEPARATION EQUAL TO THE DEPTH OF THE PIPE PLUS THE DIAMETER OF THE PIPE FROM NOTES " ANY PERMANENT ABOVE GROUND STRUCTURES (I.E. WALLS, TREES, TRANSFORMER PADS, 1. MARKER TO BE PLACED DIRECTLY OVER PIPE. MAIN 1 BELOW SURFACE. TAPE TO BE MARKED -"CAUTION: WATER LINE ETC.) AND A MINIMUM HORIZONTAL SEPARATION EQUAL TO FOUR (4) FEET FROM ANY 1. AUTOMATIC AIR RELEASE VALVE TO BE LOCATED ONLY WHERE BELOW", CAUTION: FORCE MAIN BELOW", OR CAUTION: REUSE WATER MAIN UNDERGROUND UT1U11ES (I.E. GAS MAINS, TELEPHONE ONES, CABLE ONES, IRRIGATION CONDITIONS MAKE IT INACCESSABLE OR AS REQUIRED BY THE 2. MARKER TO BE USED AT ALL CANAL CROSSING AND AS DIRECTED BY IRCDUS. BELOW". TRACE WIRE SHALL ALSO BE USED CONTiNUOSLY ON ALL PIPE. IRCDUS. 3. MARKER TO BE USED OVER WATER MAiN VALVES, FORCE MAIN VALVES AND (SEE DETAIL M-14). MAINS ETC). 2. AIR RELEASE RISERS TO BE IN A VERTICAL POSITION AND 8. ALL WATER AND SEWER UTILITIES SHAY BE LOCATED A MINIMUM HORIZONTAL RE -USE MAIN VALVES. 7. ALL RESTORATION IN EASEMENTS OR RIGHTS OF WAY OR WHEN REQUIRED SEPARATION EQUAL TO TWO 11MES THE DEPTH OF THE PIPE PLUS THE DIAMETER OF PLACED AT SUMMITS IN THE SYSTEM. FOR DIRECTIONAL DRILLS, BY OTHER JURISDICTIONAL AGENCIES SHALL CONFORM TO IRCDUS THE PIPE FROM THE TOP of THE BANKS of ANY BODIES OF WATER E D STORMWATER AIR RELEASE VALVES TO BE PLACED ON EITHER SIDE OF THE 4. ALL MATERIALS ARE TO BE PER IRCDUS APPROVED MANUFACTURERS' SPECIFICATIONS OR THE OTHER JURISDICTIONAL AGENCY SPECIFICATIONS, PONDS, CANALS, ETC} CROSSING. PRODUCTS LIST. WHICHEVER IS MORE STRINGENT. 9. ALL WATER AND SEWER UTILITIES SHALL BE LOCATED SUCH THAT A MINIMUM 3. SEE TRACER WIRE DETAIL. (M-14) HORIZONTAL SEPARATION OF 6' (PREFERABLY 10') EXISTS AS MEASURED FROM THE OUTSIDE WALL OF EACH MAIN. • SEE INDIAN RIVER COUNTY WATER DETAIL SHEET FOR FURTHER INSTALLATION DETAILS. (UNPAVED EASMENTS) (AUTOMATIC - WATER / SEWER) PERMANENT TRENCH DETAIL UTILITY CROSSINGS AIR RELEASE VALVE DETAIL LAND MARKER M-2 M-5 M-8 M-10 TRENCH WIDTH _ MECHANICALLY TRENCH WIDTH 'W + 4' MIN PAVWEMENT NG SURFACE RESTORATION MIN r EXISTING AISE NG 1 //////�2 T //////// REPLACEMENT $ DETECTION TAPE / / / / / / / / / / / / UMEROCK BASE (SEE NOTE NO 8) / / / / �t / IN 3 LIFTS AT 98% 6' (MAX) LAYERS OR � �` (SEE NOTE 6) OTHER APPROVED METH00� ^� TO ACHIEVE 98% COMPACTION MAXIMUM WATER LEVEL + i� 4" MAX ALLOWABLE DURING \� LAYERS CONSTRUCTION }4 .y r, �)/\� AT 98% 3/4" DIA BEDDING ROCK 12" PIPE 12' OR PEA ROCK WHERE 00 --� UNDISTURBED SOIL CONDITIONS REQUIRE TRENCH WIDTH _ Wr ELEVATION NOTES 1. WHERE SOIL CONDITI0NS CANNOT BE MAINTAINED AS SHOWN ABOVE, PROVIDE APPROVED METHOD OF CONSTRUCTION. 2. SHEETING WILL BE REQUIRED AS DETERMINED IN THE FIELD. 3 AND SURFACING CHAVE LAPPED ANDAFEABE THERED JOINTS (T1- /2 TMIN. NG MATERIALS 4. COMPACTION PERCENTAGES SHOWN REFER TO AASHTO 17-180. 5. ALL ROADWAY RESTORATION SHALL COMPLY WITH INDIAN RIVER COUNTY PUBLIC WORKS/FFDOT STANDARDS. 6. MECHANICAL COMPACTION NOT ALLOWED BELOW THIS LEVEL. 7. TRENCH WIDTH "W" = PIPE O.D. PLUS 2'-0". 8. 2" WIDE DETECTION TAPE WITH METALLIC BACKING TO BE INSTALLED OVER MAIN 1' BELOW SURFACE. TAPE TO BE MARKED -"CAUTION: WATER LINE BELOW% CAUTION: FORCE MAIN BELOW", OR "CAUTION: REUSE WATER MAIN BELOW". TRACE WIRE SHALL BE USED CONTiNUOSLY ON ALL PIPE. (SEE DETAIL M-14). 9. 98% COMPACTION IN SHOULDER OF RIGHT OF WAY. (PAVED AREAS AND SHOULDERS) TRENCH DETAIL ASPHALT SURFACE 7 FINISHED GRADE �38' SQUARE / �24' SQUARE • (1) - NO. 30 • : ' • • % i : < • CONTINUOUS '� '' • • i •°.e ..e• OONCRErE ONE (1) • PAD NO. 3e CONTINUOUS B, VVAALVVE OX SLIDE TYPE ASE TYPE I VALVE BOX TWE II DUCTILE IRON STAY -PUT COVER POLYETHYLENE RAISED LETTERS MARKED: CURB STOP BOX 'WATLF' SAN. SEWER," OR "REUSE WATER" AS APPLICABLE BRASS VALVE INDICATOR '�et.1'•1"� A S TYPE I r TYPE II 8 ROCK TO EXTEND ABOVE EXTENSION _ ,�- FILTER 0.0TH AS SHO EXTENSION MARKER AS SHOWN BALL TRACE WIRE--_` _4 ELEVATION NOTES 1. ALL VALVE BOLTS SHALL BE STAINLESS STEEL WITH BRASS NUTS 2. PERMANENT LAND MARKERS ARE TO BE USED OVER ALL F.M. VALVES (SEE M-11). 3. LOCATE MARKER BALLS ARE TO BE PLACED ADJACENT TO ALL VALVE BOXES. 4. SEE TRACER WIRE DETAIL. M-14 5. RPMS ARE TO BE LOCATED IN ROADWAY FOR ALL WATER VALVES. (SEE W-1). 6. REFLECTIVE MARKERS FOR: FIRE HYDRANT - BLUE WATER MAIN VALVE - WHITE FORCE MAIN VALVE - GREEN REUESE MAIN VALVE - PURPLE VALVE AND BOX M-3 RESTRAINED LENGTH IN FEET EACH SIDE OF RESTRAINED LENGTH IN FEET FOR REDUCER QNEER fllidltliY P, JOSEPH W. SCHULKE D. D. 1. P. J ❑ JODAH B BITii.E P. V. C. PIPE R 576 DATE: i HEET - 4 - PRO ECT N . D(AME�) 90' 45' 22 t411 '�' 90' 45' 221411 IX'RNA s" 4" 9" 8" 10' 18" ie" 20 24" s0' S. 30' IV IV V 4O' 20' 10' S' a" 0 0 0 0 0 0 0 0 0 0 4" 35' IV IV V 55' 2s' 15' 10' 4• 40' 0 0 0 0 0 0 0 0 0 e" 55' 25' IV V 80' 35' 20' 10' e" 50' 45' 0 0 0 0 0 0 0 0 e" 85' 30' 15' IV 90' 40' 20' 10' e" 75' 70' 40' 0 0 0 0 0 0 0 10" IV 35 20' IV 110' 50' 25' 15' 10" 95' 91' 70' 40' 0 0 0 0 0 0 12" 95' 40' 20' IV 130' 55' 30' IV 12" 12V 115' 100' 7V 40' 0 0 0 0 0 1e' 120' 50' 25' IV 165' 70' 35' 20' le" 150' 155' 140' 12V too' 70' 0 0 0 0 20" 150' 65' 30' IV 200' IV 40' 20' 20' 200' 195' 185' 17W 150' 131' 75' 0 0 0 24" 180' 70' 3a' 20' 21V 90' 45' 2a' 24' 180' 15V IW 14V 13W 120' 90' SD' 0 0 s0' 190' 80' 40' 20' 250' 105' 50' 25' 30" 195' 190' 185' 180' 170' 180' 120' 105' 70' 0 99" 220' 95' 45' 25' 0 0 0 0 38" 225' 220' 21V 21V 205' 195' 180' 15V 12V 70' 42" 245' 105' S0' 2a' 0 0 0 0 42' 245' 240' 235' 230' 225' 220' 205' 18V 15W 105' 48" 280' 120' 60' 31' 0 0 0 0 48" 255' 250' 245' 240 235' 23W 215' 19V 17V 125' RESTRAINED LENGTHS FOR DEAD ENDS AND LENGTH OF RESTRAINED JOINT FOR LARGER DIAMETER PIPE BRANCHES FROM TEES SHALL BE THE SAME AS FOR 90' BENDS MECHANICAL RESTRAINING JOINT SCHEDULE AND NOTES AIR RELEASE VALVE 24" X 24" X 6" THICK FIBERCRETE PAD AT EACH VALVE BOX (SHALL BE 36"x 36" IF LOCATED IN TRAFFIC WAY) 2"0 CURB BOX TO HOUSE TRACE WIRE WITH DUCTILE IRON UD + w 2*0 BRASS INDICATOR EXAMPLE PLAN VIEW 2" STAINLES STEEL NIPPL 2" STAINLESS DOUBLE STRA SERVICE SAD[ FLANGED TEE NOTES 1. VALVE BOX LID SHALL BE PAINTED: BLUE FOR WATER GREEN FOR FORCE MAINS PURPLE FOR REUSE WATER 2. BRASS VALVE INDICATOR TO BE PROVIDED WITH ENGRAVED DIAGRAM OF VALVE LOCATION AND DESCRIPTION. (SEE EXAMPLE) VALVE BOX PAD ELEVATION 1/2" PVC AND FITTINGS cTYnj Pas 2" DIAMETER PLAN VIEW STAINLESS STEEL NIPPLE PARTIAL RAM 1000` °� w, " ;'°ASA OF 2"STAINLESS STEEL CASING PIPE (D[P CURB STOP �pRp CRETE YirALL y . WHERE CONDITIONS PERMIT THE lr,I_i4A�U0_LATTOOR AABBOVEGCF CONFLICT -/--i I I �• \--WW uTLM MAW INT � ianTs ram NNAta4 WATER MAINAASTEWATER MAIN r o tom/ NOTES 12• (MIN) - NOTES IaTDING WAiER VALVE TO BE LOCATED ONLY WHERE 1. AUTOMATIC AIR RELEASE �gyN�M�Mg7}� CONDITIONS MAKE IT INACCESSABLE OR AS REQUIRED BY THE VIM IN/fT I� 2�'X�IY IRCDUS. 2. AIR RELEASE RISERS TO BE IN A VERTICAL POSITION AND ELEVATION PLACED AT SUMMITS IN THE SYSTEM. FOR DIRECTIONAL DRILLS, AIR RELEASE VALVES TO BE PLACED ON EITHER SIDE OF THE NOTES CROSSING. 3. SEE TRACER WIRE DETAIL M-14. 1. CONFLICT MANHOLES WILL BE ALLOWED WHERE DESIGN PROBLEMS AND 4. IF FORCE MAIN IS 6" OR LARGER A 4" TAP AND AiR RELEASE VALVE ECONOMICS PROVE THEM TO BE THE ONLY ViABLE SOLUTION AS APPROVED SHALL BE USED. BY IRCDUS. 2. CONFLICT MANHOLES WILL NOT BE ALLOWED FOR WATER MAINS CROSSING GRAVITY WASTEWATER SYSTEMS. 3. REFER TO M-12 FOR CASING SIZE. AIR RELEASE VALVE DETAIL 4" ABOVE GROUND (AUTOMATIC - WATER/WASTEWATER) --" DARD THREADS M -8A 4" OR LARGER �/ ) FORCE MAIN o v 0 0 FLANGED TEE WITH THREADS FOR CONNECTION TO AIR RELEASE VALVE INIMUM 4" LARGER FORCE MAIN a 0 FLANGED TEE WITH FLANGE FOR CONNECTION TO AIR RELEASE VALVE ISOMETRIC VIEW WATER MAIN/WASTEWATER MAIN 1. IF FORCE MAIN IS 6" OR LARGER A 4" TAP AND AIR RELEASE VALVE SHALL BE USED. 2. SEE M-8 FOR AIR RELEASE VALVE DETAIL. 3. SEE TRACER WIRE DETAIL. M-14. FLANGED TEE FOR ABOVE GROUND AIR RELEASE VALVES CONFLICT MANHOLE CARRIER PIPE (ALL RESTRAINED) 20'-0" 2'-6" 5'-0" 51-P0, u SIDE VIEW CASING INSULATOR WITH RUNNER HEIGHT TO-� BE LARGE ENOUGH, SO THAT IT DOES NOT INTERFERE WITH THE PIPE RESTRAINED JOINTS I + F�[2iXI��L•��li!I�3 5'-0" 2'-6" �A I LA M-12 a -ASBUILT 8* PLUG M-15 0+00 INDIAN RIVER COUNTY M-18 T.O.P. aLJEL 4.e3 NOTE. A MINIMUM TEXT SIZE Q ASBUILT 8' P.V., R-8 TURNS 1/8" SHALL BE REQUIRED DEPARTMENT OF UTILITY SERVICES Q PW� STA. 0+37 ON ALL ASBUILT SURVEYS ASBUILT REQUIREMENTS 1 T.O.P. RL 4.40 1. All as -built drawings (24"x36" shall state in 1" lettering "AS -BUILT" located IV ROADWAY 10' in the bottom right hand side of the drawing original and/or copies, along with tt, e� ANI ASBUILT 8' 90' BEND the as -built date. EioedoZLSrd. 0+e2 PAVING srr ON ATes ro.p RL, 4.49 2, All state plane coordinates shall be based on the Florida State Plane CASING VENT - ASBUILT 8' FORCE MAIN Horizontal data (East Zone); or Florida High Precision Geodetic Network (SEE M-13) PAVEMENT +�- Q ASBUILT 8" 22 1/2' BEND (superstation) and NAD 83/1990 - final adjustment. Z R.Y. UMMR i ..X. - _ �/ Srd. 1+16 0J7sar TR ,-� O WINNCASSIfaNT T.O.P. dl. 4.89 ROCK BASE `"= STA 123+18 (18' L) tD t.Y 2 a.p aL e.44 3. All elevations shown shall be based on 1929 NGVD. + ASBUILT 8" 22 1/2 -BEND r.Y. UxnaR soar. s S 36 MIN) AIR RELEASE Srd. 1+22 oFFsar T'R F.Y. T.O.P. RL 6.60 - W VALVE OVER W.M. '� ro.p aL 6.52 S" S.T.o.P RL. 0.40 4. All incoming as -built drawings (24 x36") shall be received on a CD, as an Srd, f+3e ASBUILT A.R.V. TAP electronic copy, AutoCod 2000 format, with a tie to a minimum of two (2) W.Y. T.D.P. aL e.43 Srd. 1+28 OFFsar ?"R -ASBUILT 8" SLEEVE state plane coordinates. (NOTE: Prior to submitting the electronic copy, one _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ Srd !22.26 (f8' LaFT) (1) copy of each as -built shall be submitted for review and approval. After 3" P.V. T.O.P. aL 5.32 " 11' -- R -f/4 TURN all approvals, a (24"x36) Mylar reproducible along with five (5) signed and _ _ _ _ _ _ _ _ _ _ _, _ _ _ _ _ _ _ _ _ _ _ _ CORNER sealed copies of each as -built shall be submitted.) OF BLDG. A. 2+y6 ak 5. All engineering or surveying as -built drawings shall be tied to a minimum of F.Y. tw9a TaL QR 9 9 Y 9 9 DUCTILE IRON TO EXTEND DUCTILE IRON M.J. F.Y. r.O.P. aL. 5.36 m "'S one (1) permanent reference monument (P.R.M.) that shall be tied to a ONE LENGTH MINIMUM CLASS 52 PIPE TWD raL al 6.26 A ri + a minimum of one (1) section comer or one-quarter (1/4) section comer ELEVATION R/w 8 whichever is closest to the project. State plane coordinates shall be physically nee+. UW � shown on the drawing next to the P.R.M. used. V)) 3+) T ' z o CARRIER MINIMUM T - 6. All utility as -built construction located within the rights-of-way, easements 0 1-I STEEL CASING 121+00 122+00 123+00 and alike shall be tied to the respective rights -of way, easements, etc., eve I O `oo PIPE SIZE ( WALL THICKNESS P 9 Y every Cj 1" SAN. 1. 1,000 feet and change of direction. m Q Z 4" 12" .188 " ASBUILT 8" P.V., 3 to \ (EXISTING) R-4 TURNS � ¢ 00 6" 14" .250 STA. 122+74 7. All utility as -built construction plans that are located within a distance of 8' 16' .250 r.O.P. RL 4.40 one (1) mile from any Indian River County Global Positioning System (G.P.S.) C) 10" 20" .250 control project monuments shall be tied into the project from one (1) on-siteI R U 12' 24" •250 Permanent Reference Monument (P.R.M.) subdivision Comer, or site pian project 0) = U Q 16" 32' 375 corner. Q U CTI 4 20" 40" 375 NOTES 1. ITALAUCIZED PRINTING SHOWN ABOVE REPRESENTS THE MINIMUM INFORMATION g, All as-builts shall clear) depict as -built utility lines that were constructed w 24" Q. .500 TO BE PROVIDED BY Y°HE ENGINEER Ok RECORD TO IRCDUS ON REPRODUCIBLE Y P tY 30" 60" .625 (MYLAR) ASBUILT SURVEY DRAWINGS. ORIGINAL ASBUILT SURVEYS TO BE SIGNED, along with their respective easement (if required). As-builts will not be SEALED AND DATED. AN ELECTRONIC COPY OF SURVEY DRAWINGS SHALL ALSO 36" 72" •625 BE PROVIDED ON A CD IN AUTOCAD 2000 FORMAT OR LATEST VERSION. accepted unless the verbiage "Proposed" and/or "To Be constructed" have been w E a o m 3 w 42" 84" .625 2. BASELINE OF CONSTRUCTION & STATIONING OF ITEMS TO BE ON THE CENTERLINE revised to read "AS -Built". As -built Construction drawings with, to be w o a o w 46" 96" 625 OF THE ROADWAY. constructed terminology, will not be accepted. N a a z w o Q a 3. TOP OF PIPE ELEVATIONS de STATIONING TO BE TYPED, LISTED SEALED Z w = o z z o 5 de SUBMITTED FOR THE ENGINEER TO LOCATE THE AIR RELEASE VALVES AS g, All as-builts shall be certified b the project engineer or contracting 3 ° ~ = o ° G m CONSTRUCTION PROCEEDS. Y P 1 9 9 < w r w s z W z� 4. CONTRACTOR TO INDICATE THE SIZE, TYPE, DIRECTION AND NUMBER OF TURNS TO surveyor. o NOTE CLOSE EACH VALVE. w o w w a w r 5. CONTRACTOR TO PROVIDE NAME OF BUSINESS OR RESIDENCE, STREET ADDRESS = _ = x n z n o 1. IF RETAINER GLANDS ARE REQUIRED, THE CASING SIZE SHALL BE AND TAX I.D. NUMBER FOR ALL PROPERTIES ADJACENT TO LINE EXTENSIONS. 10. All projects, which utilize lift stations, shall specify on plans as to whether a 3 3 w N 3 w a ADJUSTED ACCORDINGLY. 6. ASBUILT UTILITY LINES SHALL BE SHOWN WITH A WADER SOLID LINE. EXISTING or not subject lift stations are to remain private or are to be dedicated to the / UTILITY LINES SHALL BE SHOWN WITH A THIN DASHED LINE. 1 7. ALL COMMERCIAL AND SINGLE FAMILY RESIDENCE PROJECTS MUST HAVE county. / \ PARCEL ID INDICATED IN PLAN. 11. All fire hydrants and valves shall be located with state plane coordinates and shall be identified on the as -built, r �. CASING INSTALLATION AS -BUILT DRAWING 12. All as-builts shall be complete and approved before commencement of V g E DETAILS (EXAMPLE) field test. J � M ;n a) Q a� M-13 M-16 M -18A O W O FINISHED GRADE INDIAN RIVER COUNTY Z W DEPARTMENT OF UTILITY SERVICESco t�N 0�\/��\\j��/�\\//�\�////%�" SURVEY REQUIREMENTS a = O 180' RETURN BEND CONC. ENCASEMENT 6" MIN. 1. All Construction and/or Route surveys shall meet the Q o BETWEEN OUTSIDE DIAMETERS minimum requirements of the Chapter 611367, Florida W Q OF PIPE (TYP.) O W J STAINLESS STEEL Administration Code Pursuant to section 472 of the Florida O INSECT SCREEN 3" PIPE Statutes. m Q _ 316 STAINLESS STEEL { / SEWER 2. All state plane coordinates shall be based on the Florida Z Oz W W o WATER MAIN J State Plane Horizontal data (East Zone); or Florida High �"� z W i Precision Geodetic Network (superstation) and NAD 83/1990 - O SECTION A -A THAN OTHER final adjustment. Q Q T -- sAHSISANITARY T T CONCRETE 3. All elevations shown shall be based on 1929 NGVD. EWER,�( p N ENCASEMENT 06 `� O ENCASEMENT 4. All incoming route construction survey drawings shall be W O Z z received on a CD, as an electronic copy, AutoCod 2000 W S 2'-0" MIN. format, with a tie to a minimum of two (2) state plane Q WATER a o �_ coordinates. (NOTE: Prior to submitting the electronic copy, -� N OFFSET NTH BENDS-�� DRILL OR THREAD OPENING, MAIN o o WATER MAIN one (1) copy of each as -built (24"x36") shall be submitted O AS REQUIRED WELD CONNECTION, OR N WATER UNE To for review and approval. After all approvals. a 24"x36 Mylar 6' (� BE OVER TOP PP PP (W z0 j SADDLE AS REQUIRED OF SEWER LINE reproducible along with five (5) signed and sealed copies of ^WHERE POSSIBLE. each as -built shall be submitted. U _J -/� NEOPRENE BOOT WI1N A A 5. All construction surveys shall be tied to a minimum of one Z STAINLESS STEEL STRAP (1) permanent reference monument (P.R.M.) at the end of •• W w W t t each project. One P.R.M. shall be tied to a minimum of one v U > N (1) section corner or one-quarter (1/4) section corner W Cy I II CLASS 1 a_- CLASS 2 whichever is closest to the project. State plane coordinates �/ CD i II shall be physically shown on the drawing next to the P.R.M. y ti 0) -- - - - I- 11- - - - used. j Z Od> II ENCASEMENT DETAILS I If N.T.S. 6. All surveys that are required for the use of engineering D (VOTES design, and are located within a distance of one (1) mile from (0 Z N any Indian River County Global Positioning System (G.P.S.) MAIN 1. USE ENCASEMENT WHERE VERTICAL CLEARANCE BETWEEN WATER MAIN control project monuments, shall be tied into the GPS & SEWER IS LESS THAN 18 INCHES. DUCTILE IRON PIPE MAY BE USED monument from one (1) permanent reference point or the IN LIEU OF CONCRETE ENCASEMENT AT WATER LINE CROSSING WITH A subdivision comer that is along the survey route and shall t~- W LENGTH OF PIPE CENTERED AT THE POINT OF CROSSING, SO AS TO then be tied to the survey base line.VNEW STEEL CASING ELEVATION OR P.E. PIPE NOTE 1. LOCATION OF CASING VENTS TO BE DETERMINED BY THE ENGINEER IN THE FIELD. CONTRACTOR TO PROVIDE FITTINGS AS REQUIRED. STAINLESS STEEL NUTS do BOLTS CARRIER PIPE NOTES 1. NUMBER OF INSULATORS AS PER MANUFACTURERS' SPECIFICATIONS. JACK AND BORE (BLOCKING DETAIL) JACK AND BORE (CASING VENT) STRIP 4" (MIN) EDGE OF PAVEMEW LOCATE TAPE- -�'___+ - l USAt DEO Win ELEVATION -SERVICE DETAIL 4��� tf W�pi'�ATSIAPB, -STRIP 4' MINIMUM � n n PLAN VIEW 3 Ira 2 O TRACE WIRE HOUSING STEP 2 WITH CAP a WRAT s MIH � . STEP 3 CONTINUOUS f10 STRANDED SOLDER COPPER TRICE WIRE STEP 4 KALF HITCH J HALF HITCH BEHIND EACH DOi SIDE OF MAIN LINE SPLICE DETAIL am ALL VALVES ELEVATION -VALVE BOX DETAIL LOCATE JOINTS AT A MAXIMUM DISTANCE FROM THE WATER LINE. 2. MAINTAIN 10' HORIZONTAL DISTANCE BETWEEN WATER MAIN AND SEWER AS A MINIMUM. 3. WHERE A 10' MINIMUM DISTANCE CANNOT BE MAINTAINED, BOTH LINES SHALL BE D.I.P. WITH MECHANICAL JOINTS OR CONCRETE ENCASED ITS ENTIRE LENGTH. 4. WHEN THERE IS A CONFLICT BETWEEN A STORM SEWER PIPE (OR SANITARY SEWER PIPE) AND A WATER MAIN (OR FORCE MAiN) THE WATER LINE (OR FORCE MAIN) SHALL BE CLASS 52 D.I.P. OR CONCRETE ENCASED. NOTES 1. TRACE WIRE IS REQUIRED ON ALL PIPES. 2. INCLUDE ALL COST OF MATERIAL & LABOR IN PRICE OF PIPE. 3. CONTRACTORS / R RESPONSIBLE FOR CONTINUITY THROUGHOUT ENTIRE PROJECT) WOF ALL 4. WRAP ALTERNATING LAYERS TAPE, COVER WITH WARE TO BE HOT SOLDERED ATERPRO50 OFING AND HEAT SHRINK WRAP. 5. ALL SOLDER JOINTS WILL BE WATERPROOFED WITH HEAT SHRINK WRAP. 6. ALL MATERIALS ARE TO BE PER IRCDUS APPROVED MANUFACTURERS' PRODUCT LIST. TRACE WIRE DETAILS UTILITY ENCASEMENT IDENTIFY UTILITY S.S. NIPPLE (TYP.) (WATER OR SEWER) LEVER ACTUATED rGRADE (ROADWAY) GRADE (SWALE) 2" MIN. VALVE (WASTEWATER) t N0. 3 CONT. CONCRETE PAD 30" SO/..��X VALVE BOX N0. 3K CONT. I I (WATER) ELLWITH - 2" BRONZE LOCK -WING LUG > CURB -STOP 1 CU. YD. 3/4" t'.1 (WATER) GRAVEL OR CRUSHED ROCK DUAL H -METER BOX 2" BRASS/COPPER J CONCRETE/POLYMER BOX (TRAFFIC BEARING) WATER MAIN WASTEWATER MAIN 2" BRASS/COPPER DOUBLE STRAP SERVICE SADDLE 2" CORPORATION STOP (WATER) PLUG VALVE (WASTEWATER) O MAIN NOTES 1, AIR RELEASE RISERS AND VALVE BOXES TO BE IN A VERTICAL POSITION AND PLACED AT SUMMITS IN THE SYSTEM, 2, COAT ALL EXPOSED THREADS WITH A COAL TAR ENAMEL. 3, VALVE BOXES TO BE TRAFFIC BEARING, ( MANUAL) AIR RELEASE VALVE DETAIL 7. Horizontal Control Monumentation for utility lines shall be a minimum of two (2) points at a maximum of 1,400 feet between points and shown on all plans. 8. Vertical Control (when required) for linear utility lines, such as sewer, shall have a maximum of 1,100 feet between existing construction or established benchmarks. GENERAL INFORMATION TO BE SHOWN ON AS -BUILT AND SURVEY DRAWINGS 1. Existing right-of-way limits and/or easements within the limits of construction. 2. Survey baseline stationing every 100', control points set every 500', and at angle change of direction. 3. Show cross section elevations at grade every 100' for gravity sewer line construction and 500' for water line and force main construction. Elevations that reflect any significant change in grade between the previously stated footage shall be shown on plans. 4. Existing parcels, tracts, and lot corner locations shown with front footage dimensions per plat when platted. If construction project is along back of lots, then show back lot dimensions. 5. EXISTING ROADWAY EDGE OF PAVEMENT OR EDGE OF DIRT ROAD. 6. Existing utilities as located in field (water, sewer, telephone, electric, cable N, etc.) (NOTE: Sunshine One to be contacted by surveying firm prior to survey locate; with the intent of county excavation.) 7. Existing utilities as associated with number 5 above (example: valves, meters, manholes, etc.) 8. Existing curbs, driveway widths and types. 9. Existing drainage pipe crossings and driveway culverts (type, sizes and invert elevations.) 10. Existing swales and/or ditches and elevations every 100' at top and bottom if within area of construction. 11. Existing fences. 12. Existing trees and/or shrubbery. 13. All other non-movable items such as mailboxes, flag poles, etc. 14. All street names. W > > Z Z 0 O rz U Q 0 >w� I 0 O m L`" fY, ^� ZQ v Z QNEER fllidltliY JOSEPH W. SCHULKE FL. REG. . 0 ❑ JODAH B BITii.E FL RE NO. 57 OWAW P. STODD R 576 DATE: i HEET - 4 - PRO ECT N . --REFLECTIVE W-1 METERS SMALL BE LOCATED IMMEDIATELY W-4. MARKER INSIDE THE RIGHT-OF-WAY UNLESS W-7 nDwiam W-10 --FLOAT SWITCH CABLE (TO CONTROL PANEL) M-11 OTHERWISE DIRECTED BY IRCDUS pr MNMD)- YARE(l PLUG VALVE WITH ELECTRIC ACTUATOR) -GRATING � OW Pnoz7 W / �3W W aFAMMM FLOAT SNATCH (EMERGENCY APPROVED METER BOXES I OFF) R/W (TYP) 90' ANGLE LOCKING CURB STOP SHALL BE POLYMER � EXISTING GR VERFLOW CUT CONCRETE & FIBERGLASS Z `•.1i o jLEVEL SENSOR-METRITAPE {TO ACCOMMODATE 5/8"0x3/4"0 METER) �- i �) aaa�+ sra� -Eo a 2"0 PREPUNCHED = FOR DETAILS OF LINE BEND & PIPE MAY HK;FI WATER LEVEL 0 t', ty4' OR 2" FILLING SEE W-12CA) _ _ �- / ` ! \ HOLE FOR TWCHTONE BE USED FOR FULL %i + + CORP STOP METER LIDT FLOW FLUSHING i\i i\ REFLECTIVE I �x_"` VALVES TO BE LOCATED ROA WAY FINISH l�D�E EXISTING MAIN / \/� OUTSIDE EDGE OF UNPAVED r r-0' ' ��`" `/�r` `��`21 -PRESSURE GAUGE (SEE W -12A 10) DOUBLE CHECK 2" GATE VALVE (TYP) 2" METER 2' SCH 401 Tee' OR "Wye" (TYP.) M-12 O MARKER a PAD 13 1/r�l� \�rli��LAKE OR POND INFLOW PIPE ROADS - I (6) HE GATE MUM � XZ .. W .. o ' °• c .. - (EROAD - - - ----q ROAD /\\ \� auxs " a W " o t2"- -{- ( PLAN VIEW � � �• //r!/i�/�%� ��r%�r��r���� 2 SERVICE , . EXISTING GRADE 7' �k MAXIMUM X MAIN UNDER v / �\ 1 ��'` �i��` \i,//, rSADDLE ap N J 2'xZ PREFAB CONCREIi✓ f DISTANCE CONSTRUCTION � ARKER BALL / v- oUSroMER RESPONSiBIUry I IRCDUS RESPONSIBILITY -�- CRUSHED STONCORRUGATE �U�IG1H PARIES) IN LINE DUAL BOX CULVERT 12' I I + n E CHECK BY IRCDUS NEW WATER MAIN ELEVATION - SLL TNG WELL J F.H. _ LONG ' ViCE METER z lr I RAW x P REINFORCED CONCRETE SHORT ( NOTE 5) EXISTING DR NEW- LIMITS OF FLUSHING - nny '�• ®END ( PIER " Y PVC CASING SLEEVE SERVICE TRACE WARE GATE VALVE ,,;, CORP STOP VALVES SHALL WATER MAIN s TYPICAL VALVE LOCATION- BE LOCATED -STAINLESS STEEL 45' BEND (RJ) + + + + + �i $ (TVP) FOR UNPAVED ROADS ADJACENT To DOUBLE STRAP ELEVATION T IXP (TYP) v� + - TEE OR CROSS SERVICE SADDLE $ _ INDICATE DISTANCE ,r i Ir ,r / }%` FROM RIGHT OF WAY ELEVATION ,r EXISTING GRADE WAS NOTES /r� i // / r r r / �/ /�4 :: t�GH WATER LEWEL (� o o * ':yI WIVEES �� DIRECTION OF FLOW O (TYP) " ,� tri` i��/`/ + ,`i/`,�``y/`�� ���r ���r �� <� / y y / _ \iii l i, i r ri rid iii, / r /to TIE-IN VALVE TO BE MARKER VE 2. SUCCESSIVE ES REQUIRE 36E MINIMUM COVER. MEM ALL BE A MINIMUM OF 18 ON CENTER. a r uoo/ h` / r 1 lam/<%�i. / 1r, i ( � ! b j��\/ \rte , \\\r/\ )� " O vi c� �n \ CLOSED AND LOCKED 2 SERVICE DOUBLE co ¢ 3 3. MINIMUM SERVICE SIZE SHALL NOT BE LESS THAN 1"0, DUAL SERVICES SHALL BE - - /�/r /r�`/ r j�\jjj\yjj//j/j�%�///` yds �j� j��/ SADDLE SS (TVP) ; ; Q 00 W W we(nr) 1EMMM +ser ` `�//��//�/\�/�\i�\�i`y\\rr�r� ,�t ���yr� NEW WATER MAIN p A MINIMUM 1-1/YO, TRIPLE SERVICES SHALL BE A MINIMUM 2» 0 AND QUADRUPLE Ac aim �� LAKE OR POND C5 LO \���\` NOTES SERVICES SHALL BE APPROVED BY IRCDUS. N O TE S MM„ uw� Y "" By� m r 9i0Y1l1 FM dM�1 py,�m I >y 1•Yw ` <\,r�i`\i�\/r EXISTING WATER MAIN •� h Q W Q i,`� 1. VALVE SPACING ON WATER MAINS SHALL NOT EXCEED 1000 MAXIMUM. 4. 1 0 & 1-1/2"0 LONG SERVICES REQUIRE A 2 MINIMUM I.D. CASING PIPE. 2 LONG , PM ,�oa+c1) •.fit �� `ii /i/�ri�/i�ri r� ELEVATION ". A FULL LINE FLUSH IS THE ONLY FLUSHING METHOD APPROVED FOR MAINS. ELEVATION art PM sum ✓ir`ii/tri/`/i,`� ' ' ' 3. CONTRACTOR OR COVERNIMUM S RESPONSIBLE FORUi1HE NSOTALLATION OF BLUE AND P.V.C. PIPE. SERVICES C C REQUIRE A 3 MINIMUM I.D.DCASING PIPE. CASING PIPE SHALL BE SCHEDULE ALL FIRE HYDRANTS AND DETECTOR CHECK VALVES SHALL BE INSPECTED AND TESTED y�\� No. 4 STRAP AROUND BEND REFLECTIVE MARKERS (RAISED PENDANT MONUMENT) INDICATING A FIRE 5. ALL METERS 2"0 OR SMALLER SHALL BE INSTALLED BY IRCDUS. REFER TO APPROVED TO ENSURE THAT NO FOREIGN OBJECTS IMPEDE THE FLOW OF WATER. CONCREtE THRUST BLOCK HYDRANT AND SHALL BE LOCATED IN THE CENTERLINE OF THE LANE MANUFACTURERS' PRODUCT LiST FOR METERS GREATER THAN 2"0. 2' A PRESSURE GAUGE SHALL UPSTREAMSHALLI NTALLEOT ALL BELOW 35 OF FLUSHING POINT. NOTES FI ENATION -DISCHARGE PIPE =��woWY�ti� CLOSEST TO THE HYDRANT. 6. PIN LOCKS SHALL BE PURCHASED BY THE DEVELOPER AND/OR CONTRACTOR AND SHALL NOTES W w oQ o 0 3 4. DEAD END LINES, VALVES, AND HYDRANTS SHALL BE RESTRAINED.1. ALL ABOVE GROUND PIPING SHALL BE FLANGED DUCTILE IRON. BE INSTALLED ON ALL LOCKING CURB STOPS, SAMPLING POINTS, AND WATER SERVICE 3. PROVIDE ALL NECESSARY THRUST BLOCKS AND/OR OTHER RESTRAINTS. ¢ z Q 5. ALL LINES SHALL BE A MINIMUM 10 OFFSET FROM BUILDINGS. 2. FIELD FABRICATED FLANGES ARE UNACCEPTABLE. 1. TIE-IN VALVE SHALL BE OPERATED BY IRCDUS PERSONNEL ONLY AND IN THE CONNECTIONS AT THE 11ME OF ACTIVATING ALL WATER MAINS OR AT SUCH TiME AS 4 W a = o z o g 6. ALL MAINS LESS THAN 10' IN LENGTH AND LOCATED BETWEEN FITTINGS DIRECTED BY IRCDUS. 4. INDIAN RIVER COUNTY UTILITY PERSONNEL AFTER A MINIMUM OF A 48 HOUR 3. DEVICE TO BE INSTALLED IN STRICT ACCORDANCE WITH MANUFACTURERS INSTRUCTIONS. NOTES PRESENCE OF THE ENGINEER OF RECORD. SHALL BE D.I.P. NOTICE BY THE CONTRACTOR SHALL BE PRESENT FOR ALL FLUSHING 4. ASSEMBLY TO BE PRIMED WITH RUST INHIBITIVE PRIMER AND FINISHED PAINTED AFTER 2. ALL LINES TO BE FULL PIPE FLUSHED. a y o W Z z = Q 7. REFLECTIVE MARKERS FOR: FIRE HYDRANT -BLUE 7. CURB STOPS SHALL BE THE SAME SIZE AS THE METERS THAT ARE INSTALLED. ACTIVITIES AND SHALL OPERATE ALL EXISTING VALVES. INSTALLATION. (SEE APPROVED MANUFACTURERS' PRODUCT LIST) 1. ALL ABOVE GROUND PIPING SHALL BE PAINTED PANTONE PURPLE (522C). 3. ALL MATERIALS TO BE PER IRCDUS APPROVED MANUFACTURERS PRODUCT UST. o _ W a w WATER MAIN VALVE -WHITE 8. TRACE WIRE TO BE INSTALLED AS PER DETAIL M-16. 5. BY-PASS PIPE DIAMETER SHALL BE SAME SIZE AS MAIN PIPE. 2. PROVIDE A PLACARD WITH THE WORDS "RECLAIMED WATER IN USE." 3 w N 3 w / FORCE MAiN VALVE - GREEN 9. LOCATE MARKER BALLS ARE TO BE PLACED IN ALL METER BOXES WITHIN 24" FROM 3. ALL MATERIALS ARE TO BE PER IRCDUS APPROVED MANUFACTURERS' PRODUCT LIST. REUESE MAIN VALVE - PURPLE SURFACE. LOCATION DETAIL 10. (2) TWO PREPUNCHED HOLES REQUIRED FOR 2-0 METERS. FLUSHING MASTER METER REUSE PIPE TEMPORARY (VALVE AND FIRE HYDRANT) WATER SERVICE CONNECTION COMBINATION ASSEMBLYDISCHARGE DETAIL JUMPER CABLE d E FOUR HYDRANT GUARDS W-5 W-8 - J N u5 AS OTDEBY (BELONG 2' -o• VARIES 2- -o• W 1� GENERAL U T I L I T Y NOTES J a `� t M.J. 6 ANCHOR COUPLING MEGA -LUG RESTRAINT 90' 1-1/2"E P.E LOCKING NOTES: ALL UTILITY CONSTRUCTION TO BE IN ACCORDANCE WITH "INDIAN RIVER COUNTY WATER AND WASTEWATER U11UTY STANDARDS, Q D \ / \ / SEPTEMBER 2004. OR EQUAL ®� ® SERVICE LATERAL CURB STOPS " ,\ _ DOUBLE DETECTOR 1. A temporary Jumper connection is required at all connections between existing active water mains and proposed UTILITY CONSTRUCTION IS SUBJECT TO INDIAN RIVER COUNTY UTILITY PERMIT AND F.D.E.P. PERMIT CONDITIONS. Q Z N q g p p • SHOP DRAWINGS SHALL BE SUBMITTED FOR APPROVAL TO THE ENGINEER AND I.R.C. UTILITY DEPT. PRIOR TO CONSTRUCTION. O METER BOX VICTAUUC CHECK VALVE new water main Improvements. \rr' 45' w (METER NOT SHOWN) " t0 p THE FOLLOWING SPECIFICATIONS ARE AN ABBREVIATED VERSION OF THE "INDIAN RIVER COUNTY WATER AND WASTEWATER UTILITY Z LL 1 SERVICE + I iu COUPLING STANDARDS SEPTEMBER 2004." WHERE MATERIAL OR INSTALLATION SPECIFICATIONS ARE NOT INCLUDED BELOW, OR ARE NOT O LATERA •�- Z 2. The Temporary Jumper Detail (W -12A) is to be used for filling any new water main of any size from the Ju I .- , �I r .___{ppr -�G ___ ,� existing active water mains and for the flushing of new mains up to 6" diameter (2.5 FPS minimum velocity) and CLEARLY UNDERSTOOD, THEN THE AFOREMENTIONED PUBLICATION SHALL BE REFERENCED. Q R = 0 r GATE VALVE - r---► + O + -+-► for pulling bacteriolo lcal samples from an new water main of an size. • THE CONTRACTOR SHALL NOTIFY BELLSOUTH, C.T.V., FLORIDA POWER AND LIGHT, CITY OF VERO BEACH UTILITIES INDIAN RIVER ANCHOR TEE FOR 6" \ � �� \ / � ( 1. , -" 2" ' •---�- i - --- .• p g 9 P y y COUNTY UTILITIES U.N.C.L.E. AND ANY OTHER UTILITY PROVIDERS 48 HOURS PRIOR TO CONSTRUCTION AND SHALL HAVE ALL EXISTING Z o Q ?i�r> MECHANICAL JOINT 6" �� /0\ - 3. The Jumper connection shall be maintained until after the filling, flushing, testing and disinfection of the new UTILITIES LOCATED IN THE FIELD. W o0 W J M J VARIES 2» + �' LOCKING CURB " main has been successfully completed and clearance for use from the Florida Department of Environmental • ALL REQUIRED TESTING (PRESSURE TESTS, DISINFECTION/ BACTERIOLOGICAL, EXFILTRATiON/ INFILTRATION, LAMPING, T.V. INSPECTION, m Q 6" (MIN) PLAN VIEW BRASS COMPRESSION ' a N STOP VALVE 1 CHECK VALVE Protection (FDEP) and other pertinent agencies has been received. Adequate thrust blocking and/or restraints shall AND OTHER TESTS OR INSPECTIONS REQUIRED IN THE ADOPTED SPECIFICATIONS) SHALL BE PROVIDED AND PAID FOR BY THE O WATER MAIN WYE BRANCH 2" be provided temporarily, as required. CONTRACTOR. THE ENGINEER SHALL BE PRESENT FOR ALL TESTING/INSPECTIONS, AND GIVEN 24 HOUR PRIOR NOTICE. THE ENGINEER O oz O W BY-PASS METER DETECTOR BYPASS W PUMPER NOZZLE � � IN UNE DUAL J-""' ""- SHALL BE GIVEN COPIES OF ALL TEST/INSPECTION RESULTS PRIOR TO ANY REQUEST FOR PAYMENT. �- FACING ROADWAY " BRASS LOCKING CURB CHECK BY IRCDUS Z 13, _0, 4. Pipe and fittings used for connecting the new pipe to the existing pipe shall be disinfected prior to installation • A PERFORMANCE BOND SHALL BE PROVIDED BY THE CONTRACTOR (25% OF VALUE OF MATERIALS/LABOR) TO INDIAN RIVER zo ACCESS m STOP WITH INTEGRAL PLAN VIEW ( CUSTOMER PLAN VIEW in accordance with AWWA C651, LATEST EDITION. The tapping sleeve and exterior of the main to be tapped shall ALVE BOX I METER COUPLING " fi be disinfected b spraying or swabbing per section Two of AWWA C651. The use of tablets is strictly prohibited. COUNTY AT THE CLOSE-OUT OF THE CONTRACT, TO GUARANTEE THE UTILITY SYSTEM FOR ONE (1) YEAR. coV J cl. Q csJ GRADE iv 2 0 PREPUNCHED PIPING y 9 p THE CONTRACTOR WILL PROVIDE SIX (6) SETS OF RECORD DRAWINGS (HARD COPY AND ELECTRONIC FORMAT), CONSISTING OF ONE N O O CENTER HINGED OPENING HOLE FOR METER LID OUCHTONE aw. �- UTiUTY PIPING TO DETECTOR CHECK VALVE 5. The Jumper connection shall also be used to maintain a minimum pressure of 20 PSI in the new mains SET OF REPRODUCIBLE MYLARS AND FIVE SETS OF BLUE/SLACK LINE PRINTS SIGNED AND SEALED BY THE ENGINEER OF RECORD © E N J (4%"x7 MIN) W/STAINLESS STEEL PIN --` PROPERTY UNE continuously after disinfection and until FDEP clearance letter is obtained. OR LICENSED SURVEYOR, ALL IN ACCORDANCE WITH INDIAN RIVER COUNTY UTILITY SPECIFICATIONS, PUBLICATION REFERENCED Z W I z I a- ABOVE. O a GATE VALVE 6. The Contractor shall provide documentation demonstrating that the double check backflow prevention device Is in W Q \ $ 6"GATE VALVE �` PROPERTY UNE BOXR '� z INLET GATE W/ INDICATOR good working order at the time of Installation, and provide documentation that the double check backflow = �. �. z VALVE revention device has been tested in the last 12 months, and is in WATER MAINS J Z w 8" DIP PIPE (SEE NOTE .. v 90' BEND p good working order one year from installation N \�,/ NO. 3) ^ 6 TiE RODS-- 1Z_(TYP) by a qualified backflow technician as approved by IRCDUS. LF . � %// -+ + - - + `/V 1.5 CU. FT. 2"'-'•' env 'ePi t� (TYP) - '� " 1 W 0 O /, , %��``i; CONCRETE - + + ` � 7. Except as required to flush lines greater than 6 diameter, the tie-in valve shall remain closed and shall be PIPE MATERIALS � r r o locked in the closed position by the utility company. The tie-in valve shall remain locked closed until the new Z Q J "` t8" MINIMUM DISTANCE %11% ¢ system has been cleave DUCTILE IRON PIPE SHALL BE BELL AND SPIGOT CAST IN ACCORDANCE WITH A.W.W.A. SPECIFICATION C150/A21.51-91, c� LL DIRECT CONNECTION 'r!; !!� ' + ys n d for use by the FDEP and all other pertinent agencies. /\\\ice (ANCHOR TYPE) 1"� MIN CUSTOMER . ' ��.�i,;,e� :~': • S' %1 r; •:•��~::�:;rfi..:,':i : „ :;.:.{;.i�z BASED ON MINIMUM TENSILE STRESS OF 60 KSI, YIELD STRESS OF 42 KSI, AND USING A MINIMUM WORKING PRESSURE \�\ UNDISTURBED ( ) _ rii`/i 1 t _l. • �' ' ` `� ✓-�+ 1' ;, •;;, r,�l,� 8 OF 200 PSI AND A LAYING CONDITION "TYPE 2." ALL PIPE SHALL BE GIVEN A MINIMUM FACTORY HYDROSTATIC TEST W �- / 6" (MIN) ELEVATION SOIL PIPING (BY OTHERS) -- r��Tyr !,•:a i �i�i��r`/��/�/��yv� y` , - Upon receipt of clearance for use by FDEP and all other pertinent agencies, the Contractor shall remove the WATER MAIN LOCATE MARKER BALL (WATER) ��`� ` ���� ���Y``n yr!;1�!`ri`� l r/\?!r ! /i ri!r%�r/ temporary Jumper connection. The corporation stops are to be closed and plugged with 2" brass or PVC stops. OF 500 PSI. J w W CONCRETE SUPPORTS • LINING AND COATING DUCTILE IRON PIPE v > N ELEVATION �-- (OR APPROVED BY IRCDUS) 9. All installation and maintenance of the temporary mer connection and associated backflow prevention device, 1. LINING: CEMENT MORTAR LINED FANO SEAL COATED PER A.W.W.A. C104 ANSI A21.4-85 R c NOTES ----- --_ - p y ju P P ( ). ELEVATION fittings, valves, etc., shall be the responsibility of the Contractor. 2. COATING: BITUMINOUS COATING ON OUTSIDE DRY FILM THICKNESS OF MINIMUM OF (1) MIL. rn HYDRANT GUARDS TO BE 4" DIAMETER GALVANIZED STEEL OR DUCTILE IRON WATER MAIN 3. REPAIR: WHERE COATING HAS BEEN DAMAGED, IT MUST BE CLEANED AND RECOATED TO A MINIMUM OF 1 _J V Z O 1 PIPE FILLED w/ CONCRETE. GUARDS TO BE PAINTED SAME AS HYDRANT. NOTES 10. If the water main to be flushed is greater than 6" diameter or such length that a full pipe flush at the 2.5 MIL. DRY THICKNESS. Z) Q OF THE PUMPER CONNECTION SHALL BE 18" MIN. ABOVE THE OF " FPS velocity cannot be accomplished, the following procedure shall be utilized. • POLYVINYL CHLORIDE PRESSURE PIPE SHALL CONFORM TO THE LATEST AWWA STANDARDS C900 AND ASTM D178425 THE NEAREST ROADWAY OR FINISH GRADE. 1. METERS OVER 2"0 MUST BE APPROVED BY IRCDUS AND INSTALLED BY CONTRACTOR. a) Install pressure gauges as indicated on Temporary Jumper Detail (W-11). AND D2241, LATEST REVISION. P.V.C. PRESSURE PIPE SHALL BE MADE FROM CLASS 12454-A OR CLASS 12454-B T Z N 2' ALL HYDRANTS SHALL BE TRAFFIC BREAKAWAY TYPE. 2. ALL METERS 2"0 AND SMALLER WILL BE SUPPLIED AND INSTALLED BY IRCDUS. b) Open all downstream valves in the new system prior to flush. MATERIAL AND CONFORM WITH THE OUTSIDE DIAMETER OF CAST IRON PIPE WITH A MINIMUM WALL THICKNESS OF T t� 3. COMPBoTE ANCHORED FIRE HYDRANT ASSEMBLY MAY BE UTILIZED IN LIEU 3. MINIMUM SIZE OF METER BOXES: 1"m SERVICE (12" X 18"); 1-1/2"0 AND 2"W SERVICE (17" X 28"}. NOTES c) Flush new water main thru tie-in valve maintaining a 10+/- PSI pressure differential between gauges during DR18.OF 4. FIRE HYDRANT SHOULD BE LOCATED WITHIN 12' FROM EDGE OF PAVEMENT 4. METERS GREATER THAN 2"0 SHALL BE COMPOUND METERS. REFER TO IRCDUS APPROVED 1. ALL COMMERCIAL BUILDINGS AND INSTITUTIONS WITH BUILDING SPRINKLERS MUST flush' • PVC PIPE SHALL N BLUE IN COLOR. V P_ W HAVE AN IRCDUS APPROVED DETECTOR CHECK VALVE AND METER TO BE INSTALLED ON d) IRCDUS personnel, in the presence of the Engineer of Record shall operate tie-in valve to insure that the ALL PVC LESS THAN 4" DIAMETER SHALL COMPLY WITH ASTM D2241, D1784, D1869, AND F477. PIPE SHALL HAVE A WORKING t� � r � WHERE POSSIBLE. MANUFACTURERS PRODUCT LIST. THEIR OWN PROPERLY. DETECTOR CHECKS SHALL BE INSTALLED IN ACCORDANCE WITH required pressure differential is maintained. PRESSURE OF 200 PSI AND SHALL BE DESIGNED WITH A 2:1 SAFETY FACTOR OVER RATED PRESSURE. PIPE SHAH BE DR21 V / CJ 5 ALL MATERIALS R BE M + I GATE VALVE PLAN VIEW GRADE ROADWAY GRADE (SWALE) -17 VALVE 2' LOCKING oB(MIN) CURB STOP APPROVED i W/PVC PLUG METER BOX 24"x18" (MIN) COMPRESSION ° ° 1 ° °7 1 CUBIC FOOT FITTINGS 3/4" GRAVEL OR CRUSHED ROCK R.S.G.V. ° ° ° 2" POLYETHYLENE RESTRAINED PLUG (M.J.) HORIZONTAL DISTANCE EQUAL 2" CORPORATION TO DEPTH OF COVER STOP ELEVATION NOTES 1. BLOW -OFF TO BE LOCATED AT ALL DEAD END LiNES, AS REQUIRED BY IRCDUS. 2. ALL MATERIALS ARE TO BE PER IRCDUS APPROVED MANUFACTURERS' PRODUCT LIST. 3. METHODS OF RESTRAINT AS APPROVED BY IRCDUS. 4. TRACE WIRE TO BE INSTALLED AS PER DETAIL M-14. 5. LOCATE MARKER BALLS ARE TO BE LOCATED ADJACENT TO ALL VALVE BOXES AND PLACED IN ALL METER BOXES WITHIN 24" FROM SURFACE. 2" BLOW -OFF A CORPORATION STOP SHALL BE INSTALLED WITH A LENGTH OF 1"0 COPPER TUBING EXTENDING ABOVE THE FINISHED GRADE. THE TUBING SHALL BE INSTALLED WITH A 180' DOWNTURNED BEND. 1" GATE VALVE 1*0 COPPER TUBING z_ FINISHED •N GRADE ij \\//\/ v CORPORATION STOP WITH Z PLUG WHEN ABANDONED SERVICE i� M WATER MAIN ELEVATION NOTES 1. TEMPORARY SAMPLING POINT MAY BE CONSTRUCTED OF ALTERNATE MATERIALS AS APPROVED BY IRCDUS. TEMPORARY SAMPLING POINT (BACTERIOLOGICAL) W-6 W-9 0 W.M. FLOW = REDUCED PRESSURE PLAN VIEW BACKFLOW PREVENTER WITH GATE VALVES UNION � W.M. a v � N 0,0 FINISHED GRADE ELEVATION NOTES 1. ALL HOSPITALS, SCHOOLS, COMMERICAL, INDUSTRIAL, AND OTHER INSTITUTIONS ARE REQUIRED TO INSTALL DOUBLE CHECK BACKFLOW PREVENTER WITH REDUCED PRESSURE ZONE FEATURE AS DETERMINED BY UTILITY. 2. ALL MULTi-STORY, MULTI -FAMILY SERVICES ARE REQUIRED TO INSTALL RPZ BACKFLOW PREVENTORS. 3. APPROVED EQUALS HAVING FULL UL, USC, AND AWWA CERTIFICATIONS MAY BE INSTALLED ONLY AFTER SPECIFIC APPROVAL BY IRCDUS. 4. SUPPORT BACKFLOW PREVENTER FROM WALL OR APPROVED PIPE SUPPORT SYSTEM. PIPE SUPPORT SYSTEM SHALL BE BRASS, COPPER OR D.I.P., AS APPROVED BY IRCDUS. 5. BELOW GROUND INSTALLATION IN A VAULT MAY BE CONSIDERED FOR APPROVAL IF FINISHED GRADE OF BOTTOM OF VAULT IS AT LEAST 1'-0" ABOVE THE HIGH WATER LEVEL. 6. PIPING 2-1/2" OR GREATER SHALL BE FLANGED DUCTILE IRON PIPE. 7. ALL MATERIALS ARE TO BE PER IRCDUS APPROVED MANUFACTURERS' PRODUCT LIST. 8. ALL FASTENERS SHALL BE 316 STAINLESS STEEL (OR APPROVED EQUAL). 9. ALL RPZ BACK FLOW PREVENTERS SHALL BE CERTIFIED BY APPROVED TESTER AND APPROPRIATE CERTIFIED FORM SUBMITTED TO IRCDUS. BACKFLOW PREVENTER TEMPORARY JUMPER SCHEDULE MAIN SIZE 4" 6" 8„ 8" or LARGER JUMPER SIZE * 2" 4" 6 " 6" NOTES 1.*WITH THE USE OF A 2" JUMPER, A CORPSTOP WITH SERVICE SADDLE MAY BE UTILIZED IN LIEU OF A CROSS AND VALVE AT MAIN CONNECTION. TEMPORARY JUMPER SCHEDULE A E TO PER IRCDUS APPROVED MANUFACTURERS PRODUCT UST. TRACE WIRE TO BE INSTALLED A PER DETAIL M-14. 5. TRACE WIRE TO BE INSTALLED AS PER DETAIL M-14. THE STATE FIRE MARSHALL CODE AND THE IRCDUS AND SHALL BE MOUNTED ABOVE GROUND. 6 7• ALL BOLTS FOR FIRE HYDRANT FITTINGS AND VALVES SHALL BE STAINLESS STEEL ALL NUTS SHALL BE STAINLESS STEEL. 6. LOCATE MARKER BALLS ARE TO BE LOCATED ADJACENT TO ALL INLINE VALVE BOXES AND PLACED IN ALL METER BOXES WITHIN 24" FROM SURFACE. 2. DETAIL SHOWN CAN BE MODIFIED AND APPROVED BY IRCDUS FOR EACH INDIVIDUAL PROJECT. 8• MAINTAIN 6' RADIUS OF HYDRANT PERPENDICULAR TO ROADWAY OR CURB FACE FITTINGS. THE TUBING SHALL BE RATED FOR 200 PSI AND SHALL MEET REQUIREMENTS OF ASTM D-2239, AWWA C-901-88 3. ALL MATERIALS ARE TO BE PER IRCDUS APPROVED MANUFACTURERS' PRODUCT LIST. (EXAMPLE MUST BE CLEAR OF SIGNS, TREES, SHRUBS, TRANSFORMERS, UTILITY JOINTS 9• POLES, ETC.) • JOINTS FOR PRESSURE PIPE SHALL BE BELL AND SPIGOT PUSH -ON RUBBER GASKET TYPE ONLY. IN ACCORDANCE WITH HYDRANTS AND PROTEC11ON DEVICES SHALL HAVE CLEARANCES OF 7'-6" IN FRONT SW.A. C-111.(ANSI 21.11-85). NO SOLVENT WELD OR THREADED JOINTS WILL BE PERMITTED. FITTiN AND TO THE SIDES OF THE FIRE HYDRANT, WITH A V CLEARANCE TO THE REAR OF ry • 10. THE HYDRANT PURSUANT TO FIRE PREVENTION CODE 3-5.6. DOUBLE -DETECTOR W FIRE HYDRANT DETAILS METER BOX CHECK VALVE ASSEMBLY M + I GATE VALVE PLAN VIEW GRADE ROADWAY GRADE (SWALE) -17 VALVE 2' LOCKING oB(MIN) CURB STOP APPROVED i W/PVC PLUG METER BOX 24"x18" (MIN) COMPRESSION ° ° 1 ° °7 1 CUBIC FOOT FITTINGS 3/4" GRAVEL OR CRUSHED ROCK R.S.G.V. ° ° ° 2" POLYETHYLENE RESTRAINED PLUG (M.J.) HORIZONTAL DISTANCE EQUAL 2" CORPORATION TO DEPTH OF COVER STOP ELEVATION NOTES 1. BLOW -OFF TO BE LOCATED AT ALL DEAD END LiNES, AS REQUIRED BY IRCDUS. 2. ALL MATERIALS ARE TO BE PER IRCDUS APPROVED MANUFACTURERS' PRODUCT LIST. 3. METHODS OF RESTRAINT AS APPROVED BY IRCDUS. 4. TRACE WIRE TO BE INSTALLED AS PER DETAIL M-14. 5. LOCATE MARKER BALLS ARE TO BE LOCATED ADJACENT TO ALL VALVE BOXES AND PLACED IN ALL METER BOXES WITHIN 24" FROM SURFACE. 2" BLOW -OFF A CORPORATION STOP SHALL BE INSTALLED WITH A LENGTH OF 1"0 COPPER TUBING EXTENDING ABOVE THE FINISHED GRADE. THE TUBING SHALL BE INSTALLED WITH A 180' DOWNTURNED BEND. 1" GATE VALVE 1*0 COPPER TUBING z_ FINISHED •N GRADE ij \\//\/ v CORPORATION STOP WITH Z PLUG WHEN ABANDONED SERVICE i� M WATER MAIN ELEVATION NOTES 1. TEMPORARY SAMPLING POINT MAY BE CONSTRUCTED OF ALTERNATE MATERIALS AS APPROVED BY IRCDUS. TEMPORARY SAMPLING POINT (BACTERIOLOGICAL) W-6 W-9 0 W.M. FLOW = REDUCED PRESSURE PLAN VIEW BACKFLOW PREVENTER WITH GATE VALVES UNION � W.M. a v � N 0,0 FINISHED GRADE ELEVATION NOTES 1. ALL HOSPITALS, SCHOOLS, COMMERICAL, INDUSTRIAL, AND OTHER INSTITUTIONS ARE REQUIRED TO INSTALL DOUBLE CHECK BACKFLOW PREVENTER WITH REDUCED PRESSURE ZONE FEATURE AS DETERMINED BY UTILITY. 2. ALL MULTi-STORY, MULTI -FAMILY SERVICES ARE REQUIRED TO INSTALL RPZ BACKFLOW PREVENTORS. 3. APPROVED EQUALS HAVING FULL UL, USC, AND AWWA CERTIFICATIONS MAY BE INSTALLED ONLY AFTER SPECIFIC APPROVAL BY IRCDUS. 4. SUPPORT BACKFLOW PREVENTER FROM WALL OR APPROVED PIPE SUPPORT SYSTEM. PIPE SUPPORT SYSTEM SHALL BE BRASS, COPPER OR D.I.P., AS APPROVED BY IRCDUS. 5. BELOW GROUND INSTALLATION IN A VAULT MAY BE CONSIDERED FOR APPROVAL IF FINISHED GRADE OF BOTTOM OF VAULT IS AT LEAST 1'-0" ABOVE THE HIGH WATER LEVEL. 6. PIPING 2-1/2" OR GREATER SHALL BE FLANGED DUCTILE IRON PIPE. 7. ALL MATERIALS ARE TO BE PER IRCDUS APPROVED MANUFACTURERS' PRODUCT LIST. 8. ALL FASTENERS SHALL BE 316 STAINLESS STEEL (OR APPROVED EQUAL). 9. ALL RPZ BACK FLOW PREVENTERS SHALL BE CERTIFIED BY APPROVED TESTER AND APPROPRIATE CERTIFIED FORM SUBMITTED TO IRCDUS. BACKFLOW PREVENTER TEMPORARY JUMPER SCHEDULE MAIN SIZE 4" 6" 8„ 8" or LARGER JUMPER SIZE * 2" 4" 6 " 6" NOTES 1.*WITH THE USE OF A 2" JUMPER, A CORPSTOP WITH SERVICE SADDLE MAY BE UTILIZED IN LIEU OF A CROSS AND VALVE AT MAIN CONNECTION. TEMPORARY JUMPER SCHEDULE DATE: HEET 5 PRO CT N . 04 06 J v AND SHALL HAVE STEEL PIPE OUTSIDE DIMENSIONS. PIPE SHALL BEAR THE NSF LABEL FOR WATER POTABLE PIPE. ACCEPTABLE MANUFACTURERS: J -M RING-TITE OR APPROVED EQUAL. • POLYETHYLENE TUBING SHALL BE COPPER TUBE SIZE FOR USE WITH STAINLESS STEEL UNERS (INSERTS) AND COMPRESSION FITTINGS. THE TUBING SHALL BE RATED FOR 200 PSI AND SHALL MEET REQUIREMENTS OF ASTM D-2239, AWWA C-901-88 SDR 9. THE TUBING SHALL BE MARKED WITH SIZE, MANUFACTURERS NAME OR SYMBOL, WORKING PRESSURE NSF APPROVAL, JOINTS ASTM SPECIFICATION AND PRODUCTION CODE. • JOINTS FOR PRESSURE PIPE SHALL BE BELL AND SPIGOT PUSH -ON RUBBER GASKET TYPE ONLY. IN ACCORDANCE WITH SW.A. C-111.(ANSI 21.11-85). NO SOLVENT WELD OR THREADED JOINTS WILL BE PERMITTED. FITTiN ry • ALL FITTINGS SHALL BE DUCTILE IRON MECHANICAL JOINT AND SHALL CONFORM TO AWWA SPECIFICA11ONS C110 (� (ANS121.10-87), OR LATEST REVISION. FITTINGS SHALL BE CEMENT MORTAR LINED AND SEAL -COATED IN ACCORDANCE WITH W AWWA STANDARD C104 (ANSM A21.4-85), OR LATEST REVISION. ALL ABOVE GROUND FITTINGS SHALL BE FLANGED JOINT, IN > Q LLQ ACCORDANCE WITH ANSI SPECIFICATION 816.1 FOR CLASS 125 FLANGES. BOLTS SHALL COMPLY WITH ANSI SPECIFICATION B18.2. = • JOINT RESTRAINT SHALL BE BY NAPPCO C-1300, EBBA IRON 1100 AND 1500 RESTRAINER, OR APPROVED EQUAL, IN ACVALDANCE VE OR JOIN RESTRAININGON THIS OR A INIMUM OF 60 LF OF ON SIDE OF SET INSC W -12B EWEDULE TYPE MECHANICALERESTRAINI GMECHANISMS WILL BEESTRAINED ACCCEPTED.PIPE THE COSTAFOR INSTALLATION OF MECHANICAL RESTRAINT z MECHANISMS SHALL BE INCLUDED IN THE BID ITEM FOR INSTALLATION OF THEWATE Q (- ALA VALVES L BURIED VALVES SHALL BE RESIDENT SEATED GATE VALVES WITH CAST IRON BODY, BRONZE -MOUNTED, RESILIENT SEATED, "O-RING" Q W NON -RISING STEM TYPE FITTED WITH SEALS. VALVES SHALL BE MECHANICAL JOINT, ANSI STANDARD 21.11. Z O FIRE HYDRANTS - [� • SHALL BE TRAFFIC TYPE, 5 1/4" VALVE OPENING AND MANUFACTURED BY MUELLER COMPANY, A423, CLOW MEDALLION, OR AMERICAN DARLING B -84-B, COMPLYING WITH AWWA STANDARD C502. • SHALL HAVE 6" MECHANICAL JOINT ENDS WITH HARNESSING LUGS. 2 -2 1/2" HOSE NOZZLES AND 1 - 4 1/2" PUMPER NOZZLE (NATIONAL STANDARD HOSE THREADS), WITH CAPS ATTACHED WITH CHAINS. • MARKING SHALL BE PAINTED FEDERAL SAFETY RED. INSTALLATION NTINUOUS TRACE WiRE iS REQUIRED TO BE INSTALLED WITH ALL PIPE. SEE DETAIL M-16. • WATER MAINS SHALL BE INSTALLED IN ACCORDANCE WITH APPLICABLE A.W.W.A. STANDARD C600 AND A.W.W.A. MANUAL M23, AND THE MANUFACTURERS RECOMMENDED PROCEDURES. • NEW OR RELOCATED, UNDERGROUND WATER MAINS SHALL BE LAID TO PROVIDE A HORIZONTAL DISTANCE OF AT LEAST SIX FEET, AND PREFERABLY TEN FEET, BETWEEN THE OUTSIDE OF THE WATER MAIN AND THE OUTSIDE OF ANY EXISTING OR PROPOSED GRAVITY- OR PRESSURE-TYPE SANITARY SEWER, WASTEWATER FORCE MAIN, OR PIPELINE CONVEYING RECLAIMED LLJ WATER NOT REGULATED UNDER PART III OF CHAPTER 62-610, F.A.C. THE MINIMUM HORIZONTAL SEPARATION DISTANCE > Z BETWEEN WATER MAINS AND GRAVITY -TYPE SANITARY SEWERS SHALL BE REDUCED TO THREE FEET WHERE THE BOTTOM OF Z THE WATER MAIN IS LAID AT LEAST SIX INCHES ABOVE THE TOP OF THE SEWER. NEW OR RELOCATED, UNDERGROUND WATER O MAINS CROSSING ANY EXISTING OR PROPOSED GRAVITY- OR VACUUM -TYPE SANITARY SEWER SHALL BE LAID SO THAT THE O ry OUTSIDE OF THE WATER MAiN IS AT LEAST SIX INCHES, AND PREFERABLY 12 INCHES, ABOVE OR AT LEAST 12 INCHES BELOW U Q THE OUTSIDE OF THE OTHER PIPELINE. HOWEVER, IT IS PREFERABLE TO LAY THE WATER MAIN ABOVE THE OTHER PIPELINE. AT THE 0 p • U11UTY CROSSINGS DESCRIBED ABOVE, ONE FULL LENGTH OF WATER MAIN PIPE SHALL BE CENTERED ABOVE OR W BELOW THE OTHER PIPELINE SO THAT THE WATER MAIN JOINTS WILL BE AS FAR AS POSSIBLE FROM THE OTHER PIPELINE. ALTERNATIVELY, AT SUCH CROSSINGS, THE PIPES SHALL BE ARRANGED SO THAT ALL WATER MAIN JOINT S ARE AT LEAST - Ld > O THREE FEET FROM ALL JOINTS IN VACUUM -TYPE SANITARY SEWERS, OR PIPELINES CONVEYING RECLAIMED WATER REGULATED _I Q UNDER PART Ill OF CHAPTER 6-610, F.A.C., AND AT LEAST SIX FEET FROM ALL JOINTS IN GRAVITY- OR PRESSURE-TYPE f- m SANITARY SEWERS, WASTEWATER FORCE MAINS, OR PIPELINES CONVEYING RECLAIMED WATER NOT REGULATED UNDER PART III Z OF CHAPTER 62-610, F.A.C. WHEN THE MINIMUM cn • HORIZONTAL AND VERTICAL CLEARANCES HEREIN SPECIFIED CAN NOT BE OBTAINED, ONLY THOSE ALTERNATE SOLUTIONS ACCORDING TO THE "RECOMMENDED STANDARDS FOR WATER WORKS" (LATEST REVISION) SHALL BE F- USED. Z • PIPE MUST BE LAID IN A TRENCH FREE OF STONES, ROCKS OR OTHER DELETERIOUS MATERIAL TO A DEPTH OF 6" BELOW THE BOTTOM OF THE PIPE. PIPE SHALL BE LAID ON A CONTINUOUS UNIFORM BEDDING. BACKFILL SHALL BE TAMPED IN 6" LIFTS TO ADEQUATELY PROTECT AND SUPPORT THE PIPE. REFERENCE THE TRENCH DETAILS WITHIN THE CONSTRUCTION PLANS. • WATER MAINS MUST BE INSTALLED WITH A MINIMUM OF 36" OF GROUND COVER AND 42" BELOW ROADS, DRIVEWAY OR ` J PARKING LOTS IN ACCORDANCE WITH DETAILS AND SPECIFICATIONS IN THESE PLANS. METER • TESTING BOXES METER BOXES SHALL BE "CDR" TYPE TRAFFIC BEARING BOXES. 0lidll� • HYDROSTATIC PRESSURE AND LEAKAGE TESTS SHALL BE PERFORMED IN ACCORDANCE WITH A.W.W.A. STANDARD C600 AND JOSEPH W. SCHULKE A.W.W.A MANUAL M23. CONTRACTOR SHALL FURNISH ALL GAUGES, METERS, PRESSURE PUMPS AND OTHER EQUIPMENT FL REG. . 048 NECESSARY TO TEST THE LINE. THE ENGINEER SHALL BE PRESENT FOR ALL REQUIRED TESTING AND FINAL INSPECTIONS. ❑JODAH B I DISINFECTING FL RE N0. 57 • ALL POTABLE WATER LINES SHALL BE DISINFECTED IN ACCORDANCE WITH SECTION 10 OF THE "INDIAN RIVER COUNTY WATER ❑WAW P. STOD AND WASTEWATER UTILITY STANDARDS, SEPTEMBER 2004," AND A.W.W.A. STANDARD C651 AND RULE 62-555.345. NO 57 DATE: HEET 5 PRO CT N . 04 06 J v y�l ?x4 MARKER PAINTED GREEN / r 6' CAP 9 -OF ROAD CROWN ELEVATION OF ROAD w COVER �v; z pp;; MINIMUM SLOPE T 4 PER FT N 0 o USE GREATER SLOPE a WHERE POSSIBLE Q DEPTH TO BE (TURNED 90' DETERMINED IN THE FOR CLARITY) ELEVATION Flf1A AS REQUIRED TO MARKER BALL TAPED AVOID UTILITIES (TYP) TO 6"x4" WYE (TYP) DOUB()RVICE ,SINGLE SERVICE TYPICAL 6*0 STANDARD "Y BRANCHES TO BE LOCATED IN THE FIELD - W INSTALLED PLUG WRAP WITH (TYP) rDETECTION TAP I 6"0 \ a7 PRI CL S ® -BENDS AS _ - - REQUIRED 6"0 qOF SEWER MAIN TO BE 6' DOUBLE *Y' COMMERCIAL ON q OF STREET UNLESS (6'x4" "Y' RESIDENTIAL) OTHERWISE APPROVED BY IRCDUS PLAN VIEW NOTE 1. SANITARY SEWER LATERALS SHALL BE A MINIMUM OF 6" IN DIAMETER. 2. MAGNETIC DETECTION TAPE SHALL BE INSTALLED OVER ALL SERVICE LATERALS. 3. ALL MATERIALS ARE TO BE PER IRCDUS APPROVED MANUFACTURERS' PRODUCT LIST. 4. MARKER BALLS TO BE TAPED TO 6"x4" WYE 24" BELOW FINISHED GRADE. (SHALLOW SEWER) STANDARD LATERAL S-2 6" CLEANOUT W/CLEANOUT CAP (TYP) - DEPTH TO BE DETERMINED IN THE 8"x4" WYE FIELD AS REQUIRED TO AVOID TURNED 90' unuTIES (TYP) OR CRARITY) SINGLE SERVICE AS SHOWN ON STANDARD LATERAL DETAIL (S-1) = W OF ROAD CROWN 7 ELEVATION / OF ROAD - >v zTYPICAL TRENCH CONTOUR I DURING CONSTRUCTION M BENDS AS READ + 6'x30' LONG 3 /4' i RADIUS BEND GkAVEL CONTINUE GRAVEL BED c g UNDER & PARALLEL TO I S PIPE INTO UNDISTURBED SAND SOIL TO PROPERTY LINE OUBLE SERVICE AS BED ;.. SHOWN ON STANDARD PIPE INVERT LATERAL DETAIL (S-1) - + SAND EXCAVATION STANDARD "Y" BRANCH TO BE LOCATED IN FIELD MWYE ARKER ESR S TAM- TO )ED- ELEVATION NOTES 1. 3/4" GRAVEL BEDDING SHALL BE USED FOR EXCAVATION IN ROCK. SAND BEDDING SHALL BE USED FOR EXCAVATION IN SAND. 2. ALL MATERIALS ARE TO BE PER IRCDUS APPROVED MANUFACTURERS' PRODUCT LIST. 3. MARKER BALLS TO BE TAPED TO 6"x4" 24" BELOW FINISHED GRADE. 4. HOUSE BUILDER WILL BE RESPONSABLE FOR CUTTING SEWER CLEANOUT TO GRADE PRIOR TO CONNECTION. DEEP SEWER) MODIFIED RISER LATERAL S-3 MANHOLE COVER - LETTERS TO BE MARKED "SANITARY SEWER" 00 COVER - SECTION osw 3 AmliL ❑ ❑ CONCEALED WATERTIGHT PICKHOLE PLAN VIEW 24-3/4" WATERTIGHT BOOT X-C" RAIN GUARD FRAME - SECTION NOTES 1. A WATERTIGHT BOOT RAIN GUARD SHALL BE PROVIDED FOR ALL MANHOLE FRAME/COVERS AND APPROVED BY INDIAN RIVER COUNTY. 2. ALL MATERIALS ARE TO BE PER IRCDUS APPROVED MANUFACTURERS' PRODUCT LIST. STANDARD MANHOLE CASTING 8-4 MANHOLE NOTES 1. REINFORCING AREA OF 0.20 SQ. IN./FT. FOR WALL SECTION, MINIMUM TO MEET OR EXCEED A.S.T.M. A 185. 2. ALL CEMENT TO BE TYPE 1. 3. ALL CONCRETE FOR PRECAST MANHOLES TO BE MINIMUM 3,000 P.S.I. TO MEET OR EXCEED A.S.T.M. C 478, 4. BOTTOMS AND CHANNELS OF ALL MANHOLES TO BE OF 2,500 P.S.I. FILL CONCRETE FINISHED SMOOTH WITH STEEL TROWEL. 5. CONCRETE MANHOLES TO HAVE A MIN. WALL THICKNESS OF 8". 6. INSIDE OF MANHOLE SHALL BE COATED WITH TWO COATS OF COAL TAR EPDXY AND TWO COATS OUTSIDE. (KOPPERS 300 OR EQUAL). 7. CHANNELS TO BE FORMED IN ALL MANHOLES TO ACCEPT T.V. CAMERA. 8. ORIENT ECCENTRIC CONE AS REQUIRED BY ENGINEER IN FIELD. 9. BOTTOM SECTION TO BE MONOLITHIC POUR EXCEPT WHERE DROP CONNECTION REQUIRED. 10. CONNECTIONS TO EXISTING MANHOLE AND LIFT STATION WET WELL STRUCTURES SHALL BE BY MEANS OF BORING A PENETRATION IN THE STRUCTURE, RATHER THAN PUNCHING. THE CONTRACTOR SHALL TAKE POSITIVE MEASURES TO PREVENT ANY CONCRETE OR CONSTRUCTION DEBRIS FROM ENTERING THE WASTEWATER SYSTEM. 11. BUOYANCY CALCULATIONS SHALL BE REQUIRED FOR MANHOLES IN FLOOD ZONES. 12. NO. 40+ BARS 9" O.C. EACH WAY IN SLAB (TOP AND BOTTOM). 13. SLOPES ON CHANNEL BOTTOMS TO EQUAL SLOPES OF LINES ENTERING AND EXITING MANHOLES. 14. 2 COURSES BRICK MINIMUM, 6 COURSES BRICK MAXIMUM BETWEEN ALL PRECAST MANHOLE TOPS AND CASTINGS. 15. 3/4" CRUSHED STONE FOUNDATIONS FOR A MINIMUM DEPTH OF 12" SHALL BE PROVIDED AS REQUIRED BY IRCDUS. 16. MANHOLE LID SHALL BE TRAFFIC BEARING (H-20 LOADING). 17. SEWER PIPE INVERTS AT BOTTOM OF MANHOLES SHALL HAVE AN INVERT ELEVATION DIFFERENTIAL OF 0.1 FEET FOR A CHANGE IN DIRECTION AND 0.05 FEET FOR A STRAIGHT RUN. 18. PRODUCT LIST, SHALL BE PROVIDED FOR ALL MANHOLE FRAME/COVERS. 19. MATERIALS FOR LINING MANHOLES, WHERE REQUIRED, TO BE PER IRCDUS APPROVED MANUFACTURERS' PRODUCT LIST. FIBERGLASS LINERS SHALL BE INSTALLED ON ALL MANHOLES RECEIVING PUMPED SEWAGE. MANHOLE NOTES s-5 MANHOLE FRAME F FINISH GRADE AND COVER CONCENTRICLEVELING RINGS .: z CONE x couRses �M X o 6 COURSES MAX ¢ F SEE PIPE OPENING L24 3/4" o v DETAIL (S-10) i Ln i0 to ul rJ SEE MANHOLE FILL CONCRETE ¢ EFFLUENT & + .;+ ,. �, U INFLUENT DETA OR BRICK W/TYPE I CEMENT MORTAR F PIPEzt 8„I 4'-0" ID 18- 6- 6'- 4" OD ELEVATION �- SECTION A -A A PLAN VIEW TO BE USED WHEN CUT CLASSIFICATION IS 6'-0" OR LESS NOTES 1. SEE MANHOLE NOTES ON DRAWING NO. S-4 2. SEE STANDARD MANHOLE CASTING DRAWING NO. S-3 3. SEE PIPE OPENING DETAIL DRAWING NO. S-10 4. SEE MANHOLE EFFLUENT & INFLUENT DETAIL DRAWING NO. S-11 STANDARD SHALLOW M.H MANHOLE FRAME & COVER SEE MANHOLE EFFLUENT & (FT) (FPS) INFLUENT DETAIL TO BE TRAFFIC BEARING. SUBMIT 00 ASTM D 3034-SDR26 PVC 0 0 0 0 A o 0 O A II LEVEIINO Fd GASKET 8" s uA:q 0 0io ADDITIONAL REINFORCING BARS -� LENGTH VELOCITY REQUIRED AT OPENING. SLAB TO (FT) (FPS) GENERAL UTILITY NOTES: TO BE TRAFFIC BEARING. SUBMIT - *d ASTM D 3034-SDR26 PVC SHOP DRAWING FOR APPROVAL PLAN VIEW <1 ALL UTILITY CONSTRUCTION TO BE IN ACCORDANCE WITH "INDIAN RIVER COUNTY WATER AND WASTEWATER UTILITY STANDARDS, II LEVEIINO Fd GASKET 8" s uA:q o F SEPTEMBER 2004." x � 24" I • 8"-- ---- 4'-0" ID --- --8" Li `° v SEE PIPE OPENING -� > 6� STANDARDS, SEPTEMBER 2004." WHERE MATERIAL OR INSTALLATION SPECIFICATIONS ARE NOT INCLUDED BELOW, OR ARE NOT CLEARLY DETAIL (S-10) - <1 UNDERSTOOD, THEN THE AFOREMENTIONED PUBLICATION SHALL BE REFERENCED. v \ CONTRACTOR SHALL NOTIFY BELLSOUTH, C.T.V., FLORIDA POWER AND LIGHTCITY OF VERO BEACH UTILITIES, INDIAN RIVER COUNTY , > - d 6" MIN �j - H.P. ELEV. OF FILL CONCRETE 8" FILL CONCRETE TO BE SAME AS OD OF PIPE„ PER FOOT SLOPE • ALL REQUIRED TESTING (PRESSURE TESTS, DISINFECTION/ BACTERIOLOGICAL, EXFILTRATION/ INFILTRATION, CAMPING, T.V. INSPECTION, OR BRICK W/TYPE I U AND OTHER TESTS OR INSPECTIONS REQUIRED IN THE ADOPTED SPECIFICATIONS) SHALL BE PROVIDED AND PAID FOR BY THE CEMENT MORTAR ELEVATION PIPE SECTION A -A INVERT CONTRACTOR. THE ENGINEER SHALL BE PRESENT FOR ALL TESTING/INSPECTIONS, AND GIVEN 24 HOUR PRIOR NOTICE. THE ENGINEER TO BE USED WHEN CUT CLASSIFICATION IS 6'-0" OR LESS, NOTES • 1. SEE MANHOLE NOTES ON DRAWING NO. S-4. 2. SEE STANDARD MANHOLE CASTING DRAWING NO. S-3. ,. a , •+ . •,e + • 3. SEE PIPE OPENING DETAIL DRAWING NO. S-10, `'• g" (TYP) d• 4. SEE MANHOLE EFFLUENT & INFLUENT DETAIL DRAWING NO. S-11. - -- " - f' ''`s'••' '' Z}'OIZ SLAB TOP MANHOLE MANHOLE FRAME & COVER S-7 CUT CLASSIFICATION HEIGHT I s1 SEE MANHOLE ° E wNO = EFFLUENT & 24 3/4" INFLUENT DETAIL W 0--- �'nC GASKET 1 1 i p p t0 'L F o 0 I I 0 y 8" _ 4 0" ID :I to OR 5 -0" ID w 2 z � SLOPE �- 4 > zz A 2'/FT A to 114 I� ! I 6' MtN-^1 (TVP PIPE INVERT FILL CONCRETE SEE PIPE OPENING OR BRICK W/TYPE I DETAIL (S-10) CEMENT MORTAR ELEVATION PLAN VIEW SEC11ON A-AON A -A TO BE USED WHEN CUT CLASSIFICATION IS OVER 6'-0" NOTES 1. SEE MANHOLE NOTES ON DRAWING NO. S-4. 2. SEE STANDARD MANHOLE CASTING DRAWING NO. S-3. 3. SEE PIPE OPENING DETAIL DRAWING NO. S-10. 4. SEE MANHOLE EFFLUENT & INFLUENT DETAIL DRAWING NO. S-11. 5. USE 5'-0" I.D. MANHOLE AS DIRECTED BY THE IRCDUS. STANDARD DEEP M.H. SEE PIPE OPENING DETAIL S-10) -.- B„ 4'-0* ID 8- t STANDARD y� 'T" BRANCH PIPE INVERT f?I-CONCRETE 6- (MIN) 'a' r^ x.. COVER ALL AROUND �T�)N aI (BY CONCRACTOR) SEE MANHOLE ;r. I - -*..1 o ao I EFFLUENT & •' / ';SII INFLUENT DETAIL II' •:_5. { , •�"�:: �I STANDARD LONG """''4 eY• i�'•i' i RADIUS ELBOW r FILL CONCRETE-/EDED SLAB CAST OR BRICK W/TYPE I NTERGRAL WITH BASE CEMENT MORTAR ELEVATION SECTION A -A ��,E A 2-/F + + PLAN VIEW 6J TO BE USED WHERE DROP IS 2' OR MORE NOTES 1. SEE MANHOLE NOTES ON DRAWING NO. S-4. 2. SEE PIPE OPENING DETAIL DRAWING NO. S-10. 3. SEE MANHOLE EFFLUENT & INFLUENT DETAIL; DRAWING NO. S-11. 4. SOLVENT JOINTS SHALL NOT BE USED FOR DROP PIPE. 5. SEWER LATERALS SHALL NOT BE CONNECTED DIRECTLY INTO MANHOLES. TYPE "A" DROP MANHOLE Y 8„ 4' ID I8„+ PIPE INVERT DROP LESS - THAN 24" („ (MIN ) -��h• 6 MIN •' }, TYP SEE PIPE OPENING DETAIL (S-10) FILL CONCRETE OR BRICK W/TYPE I CEMENT MORTAR ELEVATION SECTION A -A S-9 SEE MANHOLE EFFLUENT & INFLUENT DETAIL 8-10 LENGTH VELOCITY MANHOLE MANHOLE (INCH) (FT) (FPS) GENERAL UTILITY NOTES: SPACE AROUND OUTSIDE OF PIPE SHALL BE - - *d ASTM D 3034-SDR26 PVC COMPLETELY FILLED WITH NON -SHRINK GROUT. REMOVE CONCRETE AND BEND EXPOSED EXISTING <1 ALL UTILITY CONSTRUCTION TO BE IN ACCORDANCE WITH "INDIAN RIVER COUNTY WATER AND WASTEWATER UTILITY STANDARDS, REINFORCING STEEL AROUND OUTSIDE OF PIPE - <1 SEPTEMBER 2004." (FOR FIELD INSTALLATION) 0 UTILITY CONSTRUCTION IS SUBJECT TO INDIAN RIVER COUNTY UTILITY PERMIT AND F.D.E.P. PERMIT CONDITIONS. - - 8" • SHOP DRAWINGS SHALL BE SUBMITTED FOR APPROVAL TO THE ENGINEER AND I.R.C. UTILITY DEPT. PRIOR TO CONSTRUCTION. - - 8" • THE FOLLOWING SPECIFICATIONS ARE AN ABBREVIATED VERSION OF THE "INDIAN RIVER COUNTY WATER AND WASTEWATER UTILITY PIPE CONNECTION TO BE NEOPRENE BOOT - - <1 STANDARDS, SEPTEMBER 2004." WHERE MATERIAL OR INSTALLATION SPECIFICATIONS ARE NOT INCLUDED BELOW, OR ARE NOT CLEARLY WITH STAINLESS STEEL ACCESSORIES - <1 UNDERSTOOD, THEN THE AFOREMENTIONED PUBLICATION SHALL BE REFERENCED. - - 8" •THE CONTRACTOR SHALL NOTIFY BELLSOUTH, C.T.V., FLORIDA POWER AND LIGHTCITY OF VERO BEACH UTILITIES, INDIAN RIVER COUNTY , - - 8" - d UTILITIES, U.N.C.L.E. AND ANY OTHER UTILITY PROVIDERS 48 HOURS PRIOR TO CONSTRUCTION AND SHALL HAVE ALL EXISTING UTILITIES - H.P. ELEV. OF FILL CONCRETE - <1 LOCATED IN THE FIELD. TO BE SAME AS OD OF PIPE„ PER FOOT SLOPE • ALL REQUIRED TESTING (PRESSURE TESTS, DISINFECTION/ BACTERIOLOGICAL, EXFILTRATION/ INFILTRATION, CAMPING, T.V. INSPECTION, �2 U AND OTHER TESTS OR INSPECTIONS REQUIRED IN THE ADOPTED SPECIFICATIONS) SHALL BE PROVIDED AND PAID FOR BY THE W i-- CONTRACTOR. THE ENGINEER SHALL BE PRESENT FOR ALL TESTING/INSPECTIONS, AND GIVEN 24 HOUR PRIOR NOTICE. THE ENGINEER SHALL BE GIVEN COPIES OF ALL TEST/INSPECTION RESULTS PRIOR TO ANY REQUEST FOR PAYMENT. • A PERFORMANCE BOND SHALL BE PROVIDED BY THE CONTRACTOR (250 OF VALUE OF MATERIALS/LABOR) TO INDIAN RIVER COUNTY AT THE CLOSE-OUT OF THE CONTRACT, TO GUARANTEE THE UTILITY SYSTEM FOR ONE (1) YEAR. ,. a , •+ . •,e + • THE CONTRACTOR WILL PROVIDE SIX (6) SETS OF RECORD DRAWINGS (HARD COPY AND ELECTRONIC FORMAT), CONSISTING OF ONE SET `'• g" (TYP) d• OF REPRODUCIBLE MYLARS AND FIVE SETS OF BLUE/BLACK LINE PRINTS SIGNED AND SEALED BY THE ENGINEER OF RECORD OR - -- " - f' ''`s'••' '' Z}'OIZ LICENSED SURVEYOR, ALL IN ACCORDANCE WITH INDIAN RIVER COUNTY UTILITY SPECIFICATIONS, PUBLICATION REFERENCED ABOVE. �- SANITARY SEWERS -3" (MINIMUM) 0- ELEVATION NOTES 1. ALL MATERIALS ARE TO BE PER IRCDUS APPROVED MANUFACTURERS' PRODUCT LIST. PIPE OPENING DETAIL i� 3/4" ROCK (20' UPSTREAM) )LE CONNECTION JE BOOT WITH _L ACCESSORIES W/TYPE I CEMENT MORTAR ELEVATION PIPE JOINT DETAIL AT MANHOLE NOTE 1. PIPE JOINT DETAIL IS TYPICAL FOR ALL PIPE TO MANHOLE CONNECTIONS 2. ALL MATERIALS ARE TO BE PER IRCDUS APPROVED MANUFACTURERS' PRODUCT LIST. 3. 3/4" ROCK TO BE USED AS BEDDING FOR 20' UPSTREAM & DOWNSTREAM OF MANHOLE. MANHOLE EFFLUENT & INFLUENT FINISH GRADE, FORCE MAIN u M RADIUS ET.Bow A211 \ A N N CUT HOLE (USE---- NEOPRENE USESNEOPRENE BOOT \ TO SEAL) PLAN VIEW TO BE USED WHERE DROP IS LESS THAN 2' NOTES 1. SEE MANHOLE NOTES ON DRAWING NO. S-4. 2. SEE PIPE OPENING DETAIL DRAWING NO. S-10. 3. SEE MANHOLE EFFLUENT & INFLUENT DETAIL DRAWING NO. S-11. TYPE "B" DROP MANHOLE NOTES 4'-0" ID GRAVITY SEWER 1 ELEVATION T PAVEMENT LINER OwNSTREAM INLET _ 4 8'(MIN) l 6 -(MIN) I 8-12 1. SEE MANHOLE NOTES ON DRAWING NO. S-4. 2. SEE PIPE OPENING DETAIL DRAWING NO. S-10, 3. SEE MANHOLE EFFLUENT & INFLUENT DETAIL DRAWING NO. S-11. 4. NO INSIDE DROP WILL BE ACCEPTED. 5. MATERIALS FOR LINING MANHOLES SHALL BE EQUAL TO THAT MANUFACTURED BY ASSOCIATED FIBERGLASS ENGINEERS OR APPROVED EQUAL AND SHALL BE ENGINEERED TO A STANDARD OF 16,000 -POUND VERTICAL DYNAMIC WHEEL LOAD (AASTHO H-20). FIBERGLASS LINERS SHALL BE INSTALLED ON ALL MANHOLES RECEIVING PUMPED SEWAGE. 6. ALL MATERIALS ARI: TO BE PER IRCDUS APPROVED MANUFACTURERS' PRODUCT UST. FORCE MAIN TIE-IN POLYVINYL CHLORIDE PIPE NF FRAI • POLYVINYL CHLORIDE (P.V.C.) GRAVITY SEWER PIPE CAN BE USED TO A DEPTH OF SIXTEEN FEET. GRAVITY SEWER PIPE AND FITTINGS • GRAVITY SEWER LINES AND LATERALS SHALL BE EXTRA STRENGTH POLYVINYL CHLORIDE PIPE AND SHALL CONFORM TO THE LATEST ASTM DESIGNATION D 3034 -SDR 26. • FITTINGS INSTALLED IN POLYVINYL CHLORIDE PIPE SHALL CONFORM TO THE SAME SPECIFICATIONS AS THE PIPE IN WHICH THEY ARE INSTALLED. • POLYVINYL CHLORIDE PIPE SHALL BE A MAXIMUM OF 20 FEET IN LENGTH AND FURNISHED BY JM, OR INDIAN RIVER COUNTY UTILITIES DEPARTMENT APPROVED EQUAL. • MATERIAL SHALL MEET OR EXCEED THE REQUIREMENTS OF ASTM DESIGNATION 1784, TYPE 1, GRADE 1 (12454-B). •ALL WYES, FITTINGS, LATERALS AND MANHOLE COUPLINGS SHALL BE MANUFACTURED BY JM, OR APPROVED EQUAL. • THE PIPE SHALL BE GREEN IN COLOR. • JOINT SEALS IN POLYVINYL CHLORIDE PIPE AND FITTINGS SHALL COMPLY WITH ASTM DESIGNATION D3212. TESTING • INSPECTION SHALL BE BY USE OF A SELF CONTAINED TELEVISION SYSTEM AND LAMPING, IN ACCORDANCE WITH INDIAN RIVER COUNTY UTILITY STANDARDS. • EXFILTRATION OR INFILTRATION TESTS WILL BE REQUIRED ON ALL PIPE, AS DETERMINED BY UTILITY DEPARTMENT PERSONNEL. ACCEPTABLE LEAKAGE TESTS WILL NOT EXCEED 100 GALLON/INCH DIAM./DAY/MILE OF SEWER PIPE. INSTALLATION • INSTALLATION OF GRAVITY SEWERS SHALL BE CONTROLLED BY USE OF A LASER TO MAINTAIN PROPER GRADE. • PIPE MUST BE LAID IN A TRENCH FREE OF STONES, ROCKS, OR OTHER DELETERIOUS MATERIALS TO A DEPTH OF 6" BELOW THE BOTTOM OF THE PIPE. BACKFILL SHALL BE TAMPED IN 12" LIFTS UP TO THE SURFACE TO ACHIEVE A MINIMUM COMPACTION OF 95% OF THE MAXIMUM DRY DENSITY (AASHTO T-180). DENSITY TESTS SHALL BE PERFORMED ON THE BACKFILL AT A MAXIMUM OF 200 Ft. INTERVALS, AND ADJACENT TO THE STRUCTURES. • ALL PIPE TO BE INSTALLED WITH A MINIMUM GROUND COVER OF 36". PROPOSED GRAVITY SEWER FROM TO DIA LENGTH VELOCITY MANHOLE MANHOLE (INCH) (FT) (FPS) TYPE - - 8" - *d ASTM D 3034-SDR26 PVC JW <1 ASTM D 3034-SDR26 PVC - - 8" - <1 ASTM 0 3034-SDR26 PVC - - 8" - <1 ASTM D 3034-SDR26 PVC - - 8" - <1 ASTM D 3034-SDR26 PVC - - 8" - <1 ASTM D 3034-SDR26 PVC - - 8" - <1 ASTM D 3034-SDR26 PVC - - 8" - <1 ASTM D 3034-SDR26 PVC - - 8" - d C-900 D.I.P. - - 8" - d ASTM D 3034-SDR26 PVC - - 8" - <1 ASTM D 3034-SDR26 PVC - - 8" - <1 ASTM D 3034-SDR26 PVC NOTE: 1. ALL JOINTS SHALL BE RUBBER GASKETED AND SHALL BE SEALED BY ITS OWN COMPRESSION. * MAXIMUM FLOW FOR THE ENTIRE PROJECT AT BUILD -OUT IS 24.3 GPM+- (PEAK HOUR). THIS DOES NOT GOVERN THE SIZE OF THE SEWER OR CORRESPONDING SLOPE BASED ON APPROPRIATE VELOCITIES. RATHER, MINIMUM SLOPE AND SIZE CRITERIA AS GOVERNED BY LOCAL UTILITY. POLYETHYLENE PIPE SPECIFICATIONS: WATER MAINS AND FORCE MAINS - POLYETHYLENE MATERIALS FOR PIPE SIZES 3" AND LARGER- • MATERIALS USED FOR THE MANUFACTURE OF POLYETHYLENE PIPE AND FITTINGS SHALL BE MADE FROM A PE 3408 POLYETHYLENE RESIN COMPOUND MEETING CELL CLASSIFICATION 345434C PER ASTM D3350; AND MEETING TYPE III, CLASS C, CATEGORY 5, GRADE P34 PER ASTM D1248. • POLYETHYLENE (PE) PIPE SHALL COMPLY WITH AWWA SPECIFICATIONS C906-90. • DIMENSIONS AND WORKMANSHIP SHALL BE AS SPECIFIED BY ASTM F714. PE FITTINGS AND TRANSITIONS SHALL MEET ASTM D3261. PE PIPE SHALL HAVE A MINIMUM DENSITY OF 0.955 GRAMS PER CUBIC CENTIMETER. ALL PE PIPE AND FITTINGS SHALL HAVE A HYDROSTATIC DESIGN BASIS (HDB) OF 1,600 PSI. • PE PIPE AND ACCESSORIES 3" AND GREATER IN DIAMETER, SHALL BE 160 PSI AT 73.4'F MEETING THE REQUIREMENTS OF STANDARD DIMENSION RATION (SDR) 11 AS MINIMUM STRENGTH. FITTINGS MOLDED FITTINGS AND FABRICATED FITTINGS SHALL BE FULLY PRESSURE RATED TO MATCH THE PIPE SDR PRESSURE RATING TO WHICH THEY ARE MADE. ALL FITTINGS SHALL BE MOLDED OR FABRICATED BY THE MANUFACTURER. • ALL TRANSITIONS FROM PE PIPE TO PVC OR DUCTILE IRON SHALL BE MADE WITH A MOLDED FLANGE CONNECTOR ADAPTER WITHIN A CARBON STEEL BACK-UP RING ASSEMBLY SHALL BE USED FOR PIPE TYPE TRANSITIONS. DUCTILE IRON BACK-UP RINGS SHALL MATE WITH CAST IRON FLANGES PER ANSI 816.1. A 316 STAINLESS STEEL BACK-UP RING SHALL MATE WITH A 316 STAINLESS FLANGE PER ANSI B16.1. • THE FLANGE ADAPTER ASSEMBLIES SHALL BE CONNECTED WITH CORROSION RESISTING BOLTS AND NUTS OF TYPE 316 STAINLESS STEEL AS SPECIFIED IN ASTM A726 AND ASTM A307. jDINTINf AIEiHOD • THE PIPE SHALL BE JOINED WITH BUTT, HEAT FUSION JOINTS. LENGTHS OF PIPE SHALL BE ASSEMBLED INTO SUITABLE INSTALLATION LENGTHS BY THE BUTT -FUSION PROCESS. ALL PIPE SO JOINED SHALL BE MADE FROM THE SAME CLASS AND TYPE OF RAW MATERIAL MADE BY THE SAME RAW MATERIAL SUPPLIER. PIPE SHALL BE FURNISHED IN STANDARD LAYING LENGTH'S NOT TO EXCEED 50 FEET. PIPE IDENTIFICATION • THE FOLLOWING SHALL BE CONTINUOUSLY INDENT PRINTED ON THE PIPE OR SPACED AT INTERVALS NOT EXCEEDING 5 -FT.: NAME AND/OR TRADEMARK OF THE PIPE MANUFACTURER. NOMINAL PIPE SIZE. DIMENSION RATIO. THE LETTERS PE FOLLOWED BY THE POLYETHYLENE GRADE IN ACCORDANCE WITH ASTM D1248, FOLLOWED BY THE HYDROSTATIC DESIGN BASIS IN 160'S OF PSI, E.G., PE 3408. MANUFACTURING STANDARD REFERENCE, E.G., ASTM F714 OR D-3035, AS REQUIRED. A PRODUCTION CODE FROM WHICH THE DATE AND PLACE OF MANUFACTURE CAN BE DETERMINED. • NUMBER 10 SINGLE CONDUCTOR COPPER TRACE WIRE SHALL BE SPIRAL WRAPPED OR AFFIXED TO THE TOP OF ALL PIPE AND FITTINGS. SEE TRACE WIRE DETAIL M-16. 6ES ALL PE WATER MAINS SHALL BE FIELD-TESTED. SUPPLY ALL LABOR, EQUIPMENT, MATERIAL, GAGES, PUMPS, METERS AND INCIDENTALS REQUIRED FOR TESTING. • ALL WATER MAINS SHALL BE TESTED AT 150 PERCENT OF THE OPERATING DESIGN PRESSURE OF THE PIPE. (100 PSI.) ALL TESTING SHALL BE CONDUCTED IN THE PRESENCE OF THE ENGINEER. • TESTING PROCEDURE SHALL BE AS FOLLOWS: FILL LINE SLOWLY WITH WATER. EXPEL AIR COMPLETELY FROM THE LINE DURING FILLING AND AGAIN BEFORE APPLYING TEST PRESSURE. APPLY INITIAL TEST PRESSURE AND ALLOW TO STAND WITHOUT MAKEUP PRESSURE FOR TWO TO THREE HOURS, TO ALLOW FOR DIAMETRIC EXPANSION OR PIPE STRETCHING TO STABILIZE. AFTER THIS EQUILIBRIUM PERIOD, APPLY THE SPECIFIED TEST. PRESSURE SHALL BE HELD FOR ONE TO THREE HOURS. • ALLOWABLE AMOUNT OF MAKEUP WATER FOR EXPANSION DURING THE PRESSURE TEST SHALL CONFORM TO PLASTIC PIPE INSTITUTE HANDBOOK OF POLYETHYLENE PIPE; "INSPECTION, TESTS, AND PRESSURE OF THE PIPE", UNLESS OTHERWISE APPROVED BY THE ENGINEER. THE OPERATION SAFETY CONSIDERATIONS, POST INSTALLATION, HYDROSTATIC TESTING, MONITORED MAKE-UP WATER TEST, TABLE III, ON PAGES 24 AND 25 AS PUBLISHED BY THE PLASTIC PIPE INSTITUTE (PPI). IF THERE ARE NO VISUAL LEAKS OR SIGNIFICANT PRESSURE DROPS DURING THE FINAL TEST PERIOD, THE INSTALLED PIPE PASSES THE TEST. • IF ANY TEST OF PIPE LAID DISCLOSES LEAKAGE AND SIGNIFICANT PRESSURE DRIP GREATER THAN THAT ALLOWED, THE CONTRACTOR SHALL, AT HIS/HER OWN EXPENSE, LOCATE AND REPAIR THE CAUSE OF LEAKAGE AND RETEST THE LINE. THE AMOUNT OF LEAKAGE WHICH WILL BE PERMITTED SHALL BE IN ACCORDANCE WITH AWWA C600 STANDARDS. O S E -- Ln Z p cD O CJvi Z ¢ w \ 0 __3 3i i ¢ a0 2 W W 2 � � cl�� w w o = zOw-L- ~pn =car Wpwi�N� rW WOUrjm Z�U ro-�zi�jOKQE r3 zo��000wo=mog r n K= S j w w Z 3 K wo �E33wx Ln3w VDI a�� C5 U z E ' Wo c cN ..J cl� <C a� 00) D j o J N I.L Z LL. cc Q D : W �� O W J_ O m Q O ZOOS z W go> Q r- (fl N O od z0W� W 0 Q I�- J c� u) N W zo �~ W�> : <t < (� m l� W wW Lu �U>N �C5 j Q ti ZN _ � tiff W > Z z 0 0 o 12:� - U 0 W J Q O M L` Z :D V Z /wim CERlInCA17ON �] 'FOL N W. S71 470 ❑ JODAH B. TILE R. 0. 5739 LLWAM DA FL REG NO. 7605 J' j pq,; S EET 6 PRO J CT N. 04 06 J > JW (Z c( n Z :D w W Z O 0 Z U WO ry I �_- XW>-Q W 2 = U W i-- W Ey__ ul LLIJ Z}'OIZ �- Q 0- (%) Q Q Z - Z 0 a W > Z z 0 0 o 12:� - U 0 W J Q O M L` Z :D V Z /wim CERlInCA17ON �] 'FOL N W. S71 470 ❑ JODAH B. TILE R. 0. 5739 LLWAM DA FL REG NO. 7605 J' j pq,; S EET 6 PRO J CT N. 04 06 J FORCE MAINS PIPE MATERIALSGENERAL UTILITY NOTES W/STAINLESS STEEL HARDWARE HARDWARE AND STRESS RELIEF "CHINESE FINGER" SINGLE LEAF ACCESS DOOR _ ELECTRIC CABLE HOLDER W/ STAINLESS STEEL " - DUCTILE IRON PIPE SHALL BE BELL. AND SPIGOT CAST IN ACCORDANCE WITH A.W.W.A. SPECIFICATION C150/A21.50-96, BASED - 5'-0' DOUBLE LEAF ACCESS DOOR ON MINIMUM TENSILE STRESS OF 60 KSI, YIELD STRESS OF 42 KSI, AND USING A MINIMUM WORKING PRESSURE OF 200 PSI, - ALL UTILITY CONSTRUCTION TO BE IN ACCORDANCE WITH "INDIAN RIVER COUNTY WATER AND WASTEWATER UTILITY STANDARDS, a DIP VENT W/(2) DIP -4"x 90' BENDS - ,�-W/SAFETY CHAINS BOTH ENDS AND STAINLESS " " - - STEEL HARDWARE. FOR DOOR SWING OPEN (TRUE AND A LAYING CONDITION TYPE 2. ALL PIPE SHALL BE GIVEN A MINIMUM FACTORY HYDROSTATIC TEST OF 500 PSI. FEBURARY 2004. OUTSIDET 0 STAINLESS PANTED SECT SCREEN R QD _ j°,c�" SS SUPPORT °J" HOOK - ORIENTATION) SEE PLAN (SHOWN 90' FOR CLARITY) - LINING AND COATING (DUCTILE IRON PIPE), - UTILITY CONSTRUCTION IS SUBJECT TO INDIAN RIVER COUNTY UTILITY PERMIT AND F.D.E.P. PERMIT CONDITIONS. - INTERIOR LINING: 16 MIL COAL TAR EPDXY LINING - SHOP DRAWINGS SHALL BE SUBMITTED FOR APPROVAL TO THE ENGINEER AND I.R.C. UTILITY DEPT. PRIOR TO CONSTRUCTION. I - SS UPPER GUIDE - - - COATING: BITUMINOUS COATING ON OUTSIDE, DRY FILM THICKNESS OF MINIMUM OF (2) MIL. - THE FOLLOWING SPECIFICATIONS ARE AN ABBREVIATED VERSION OF THE "INDIAN RIVER COUNTY WATER AND WASTEWATER UTILITY BRACKET W/SS " BOLTS de ANCHORS - - REPAIR: WHERE COATING HAS BEEN DAMAGED, IT MUST BE CLEANED AND RECOATED TO A MINIMUM OF 2 MIL. DRY STANDARDS, FEBURARY 2004.. WHERE MATERIAL OR INSTALLATION SPECIFICATIONS ARE NOT INCLUDED BELOW, OR ARE NOT 6" CONCRETE PAD 6" CONCRETE PAD GRADE ELEVATION THICKNESS. CLEARLY UNDERSTOOD, THEN THE AFOREMENTIONED PUBLICATION SHALL BE REFERENCED. TOP ELEVATION = - 10" 2-N0. 5, T. & E. W/ - -(� f1\\ NO. 3 AT 12" (TYP.) I - POLYVINYL CHLORIDE PRESSURE PIPE SHALL CONFORM TO THE LATEST AWWA STANDARDS C900 AND ASTM D1784 AND D2241, - THE CONTRACTOR SHALL NOTIFY BELLSOUTH, C.T.V., FLORIDA POWER AND LIGHT, CITY OF VERO BEACH UTILITIES, INDIAN 2" (MIN) 1• ' + r ,: ,•.. 2" (MIN) -' LATEST REVISION. P.V.C. PRESSURE PIPE SHALL BE MADE FROM CLASS 12454-A OR CLASS 12454-B MATERIAL AND CONFORM RIVER COUNTY UTILITIES,U.N.C.L.E. AND ANY OTHER UTILITY PROVIDERS 48 HOURS PRIOR TO CONSTRUCTION AND SHALL HAVE ijj/////////////////\� ...., a I y t. '..... _....'; , ' • 4 WITH THE OUTSIDE DIAMETER OF CAST IRON PIPE WITH A MINIMUM WALL THICKNESS OF DR18. ALL EXISTING UTILITIES LOCATED IN THE FIELD.GRADE ELEV. �\\�\\�� :' : \i�\ . • - ..,��\�\\,/\\/\�\\�\��\��� - PVC PIPE SHALL BE GREEN IN COLOR. - ALL REQUIRED TESTING PRESSURE TESTS DISINFECTION BACTERIOLOGICAL EXFILTRATION INFILTRATION LAMPING T.V. INSPECTION WET •` ' � \//� \�\� MALE DISCONNECT JOINTS AND OTHER TESTS OR INSPECTIONS REQUIRED IN THE ADOPTED SPECIFICATIONS) SHALL BE PROVIDED AND PAID FOR BY THE ASSOCIATED HARDWAREKTOT AND r 4 WELL ` :' i 8" , 4" „(TIO , • -NO. 4, 12" -DC VERT 4" COUPLER (BRONZE) - 6 -q CONC OPENING r. „ JOINTS FOR PRESSURE PIPE SHALL BE BELL AND SPIGOT PUSH -ON RUBBER GASKET TYPE ONLY. IN ACCORDANCE WITH A.W.W.A. CONTRACTOR. THE ENGINEER SHALL BE PRESENT FOR ALL TESTING/INSPECTIONS, AND GIVEN 24 HOUR PRIOR NOTICE. THE ENGINEER SUPPORT PUMP POWER CABLES 2'-a' I-� - I 8 C-111.(ANSI 21.11-85). NO SOLVENT WELD OR THREADED JOINTS WILL BE PERMITTED. SHALL BE GIVEN COPIES OF ALL TEST/INSPECTION RESULTS PRIOR TO ANY REQUEST FOR PAYMENT. ":;; _ 3'-0" - 8» �•'^ 4" FLEX COUPLING --i ' 4- GATE VALVE WITH BOX FITTINGS p C "x90' BEND - 4 P.V. " SET PRECAST TOP SLAB ; ,;, �, 4 C y "N40.D4 8 SP OCL HORZE - ALL FITTINGS SHALL BE DUCTILE IRON MECHANICAL JOINT AND SHALL CONFORM TO AWWA SPECIFICATIONS C110 P R OP O SED FORCE MAIN NON1-METALLIC GROUT PUMP ANSI21 10-87 OR LATEST REVISION FITTINGS SHALL BE LINED AND COATED TO SAME SPECIFICATIONS AS THE D I P PIPE MOTOR Now 0 S SPECIFIED ABOVE. ALL ABOVE GROUND FITTING SHALL BE FLANGED JOINT, IN DIA LENGTH VELOCITY +•: _ r.t "-,''\/\�I Y INCH FT FPS TYPE THICKNESS PRECAST REINFORCED CONCRETE SS GUIDE RAILS BY " P. r 12 /\\/\ DISCHA�2GE q, (INCH) ( ) (FPS) p » �� :�I.' //\// PIPE (4 DIA) - P.V.C. ACCORDANCE WITH ANSI SPECIFICATION 816.1 FOR CLASS 125 FLANGES. BOLTS SHALL COMPLY WITH ANSI SPECIFICATION - - - P.V.C. =AWWA-C900; ASTMD1784 & D2241 DR 18 MANHOLE RISER SECTIONS +�� CONTRACTOR AS PER TRAP •1J ;� ... ; ?i' » ' \/%; 818.2. - - - _ MANUFACTURED IN ACCORDANCE ': PUMP EQUIPMENT -« ` :", •rr'."d'' `' "' " 'I� /� D.I.P. - AWWA-Cl50/A21.50-96 .'.."''►r !..'�a o WITH ASTM C 475 MANUFACTURES N - JOINT RESTRAINT SHALL BE BY NAPPCO C-1300, EBBA IRON 1100 AND 1500 RESTRAINER, OR APPROVED EQUAL, IN ACCORDANCE •. SHOP . w - ••• r 4,•' WITH RESTRAINING SCHEDULE ON MISC. DETAIL SHEET, OR A MINIMUM OF 60 LF OF RESTRAINED PIPE ON EACH SIDE OF A VALVE OR :.+ DRAWANGC ;?� �� 4" D.I.P.co JOINT. NO SET SCREW TYPE MECHANICAL RESTRAINING MECHANISMS WILL BE ACCEPTED. THE COST FOR INSTALLATION OF^, � MECHANICAL RESTRAINT MECHANISMS SHALL BE INCLUDED IN THE BID ITEM FOR INSTALLATION OF THE WATER MAIN. NEOPRENE BOOT - �\ '`\' `' ��\ v vi N NOTE: N0. 5. 9 OC, EW., EF. STAG " " VALVES b' _ ( ) - 6 (MIN) 3/4 STONE 3 a 3 ~ 1. ALL FITTINGS SHALL BE DUCTILE IRON MECHANICAL JOINT AND SHALL CONFORM TO AWWA C110 (ANSI 21.10). ALL FITTINGS -�. 7 11 V "A" o_ - „ " " " COMPACT TO AROUND ALL STRUCTURES -� 3 -3 z co, ALL BURIED VALVES SHALL BE NON -LUBRICATED ECCENTRIC TYPE W/ SEMI -STEEL BODIES, RESILIENT FACED PLUGS, AND SHALL BE FACTORY LINED AND COATED: I 'I ` :, ; 12 1 -4 s -o x 6'-0* 1 -4 98% MAXIMUM STAINLESS STEEL OR NICKEL SEATS IN THE BODY. VALVES SHALL BE MECHANICAL JOINT, ANSI STANDARD 21.11. EXTERIOR: 2 MIL BITUMINOUS COATING ONE (1) INFLUENT PIPE - „ DENSITY Z 2 W 8" INVERT= MARKING INTERIOR: 2 COATS COAL TAR EPDXY (MIN. TOTAL 16 MILS) 2" PVC VALVE BOX DRAIN WITH P -TRAP LOCATED IN WETWELL SEE DETAIL M-16. 2. JOINT RESTRAINT SHALL BE MECHANICALLY RESTRAINT WITH NAPPCO C-1300 C-1350 RESTRAINER OR APPROVED EQUAL. (DIP OR PVC C-900) " -WATER " SHOWN 90• FOR CLARITY) ' '+-'` SLOPE FLOOR TO DRAIN �,� = V Q 3. SEE RESTRAINING SCHEDULE PER INDIAN RIVER COUNTY SPECIFICATIONS, DRAWING NO. M -5B AND ON DETAILS SHEET. ( (MIN) `ELEV 'C' PAINT INSIDE AND OUTSIDE WALLS AND UNDERSIDE OF TOP SLAB AT 1 PER FOOT cs Q V y Q 4. ALL PIPE MATERIAL, TESTING AND INSTALLATION SPECIFICATIONS SHALL BE EQUAL TO THE SPECIFICATIONS WRITTEN HEREIN RUBBER SEAL, FILL JOINTS -ELEV "D' ��'� OF WET WELL AND VALVE BOX W/ 2 COATS OF COAL TAR EPDXY INSTALLATION FOR POLYVINYL CHLORIDE WATER MAINS. W/GROUT . p j/,, NO. 4, 6" OC W o o - FORCE MAINS SHALL BE INSTALLED IN ACCORDANCE WITH APPLICABLE A.W.W.A. STANDARD C600 SERIES AND A.W.W.A. MANUAL M23, 5. THE PIPE SHALL BE MARKED "FORCE MAIN" AND SHALL BE GREEN IN COLOR. i ` E' ' STAINLESS STEEL BOLTS AND W W o o m AND THE MANUFACTURERS RECOMMENDED PROCEDURES. GROUT CORNERS OF WET - --� 16"' - - % 16" ANCHORS FOR PUMP BASE ON W w - FORCE MAINS SHALL CROSS BELOW WATER MAINS LINES WITH A MINIMUM OF 18 VERTICAL SEPARATION WELL (FULL CIRCLE o ELEV -- "i STAINLESS STEEL BASE PLATE �ZWa�Q�~ OR CONSTRUCT THE WATER MAIN OF DUCTILE IRON PIPE AT THE CROSSING SUCH THAT ALL PIPE JOINTS ARE EQUAL FORCE MAIN CONSTRUCTION: HEIGHT 2-4 (TYP\/ i"//� (SEE SECTION 8.076) NOTES DISTANCE FROM THE CROSSING WITH NO LESS THAN 10 FEET BETWEEN ANY TWO 2 JOINTS. ALTERNATIVELY CONCRETE ENCASE c'' //\//i .. / / 3 =� - AS PER DETAIL THIS SHEET. - O - CDESIGN ON OR FOR MIN. WORKING STRESS 1OF4150 PSL 1 /� j\\// :_. ® �-G- \\j\/ ., 1. CONTRACT❑R T❑ CONTACT IRCDUS INSPECT❑R PRI❑R TO ��w~ o�Zw�Q 1 ///��/\ oa==Su.WwZ3RLD FORCE MAIN SHALL BE LOCATED AT LEAST 5 FEET HORIZONTALLY FROM ALL SANITARY SEWERS, STORM SEWERS, M TO AWWA C 00, ASTM D 8 AND D2241, WITH '����'\\'' °'\\�\\\'�\ NO. 4, e" aC !N CENTER PUMP STATION CONSTRUCTION, o�Uwwa� w�a 00 ,� �\ < ...:.°, ..; . \/\�\ 2 SEE NOTES AND PLAN VIEW DRAWING NO. S-13, a 3 3 w n 3 w w 0 AND 10 FT. FROM POTABLE WATER MAINS. MIN. WALL THK. OF DR18. ✓/\/ ; .. '..,., ;... ;..;.., .;..., , , , .. ,,. _(SEE PUMP STATION - WHEN THE MINIMUM HORIZONTAL AND VERTICAL CLEARANCES HEREIN SPECIFIED CAN NOT BE OBTAINED, ONLY THOSE ALTERNATE - THE PIPE SHALL BE GREEN IN COLOR. -y ,� �j\\j < :. : < °. •:;,,' ,�.., - y -- I - GENERAL NOTES FOR WET 3. FOR DATA TABLE AND PUMP STATION GENERAL „ .. , '• ��" WELL WALL REINFORCING) NOTES SEE DRAWING NO. S-15. SOLUTIONS ACCORDING TO THE RECOMMENDED STANDARDS FOR WATER WORKS (LATEST REVISION) SHALL BE USED. - JOINTS SHALL BE RESTRAINT W/ NAPPCO C-1300 ��' 4. FOR ELECTRICAL DETAILS SEE DRAWING NO, S-16. - PIPE MUST BE LAID IN A TRENCH FREE OF STONES, ROCKS OR OTHER DELETERIOUS MATERIAL TO A DEPTH OF 6" BELOW THE RESTRAINER, OR EQUAL, PER RESTRAINING SCHEDULE, „ !! S. STRUCTURE DIMENSIONS MAY VARY UPON APPROVAL BOTTOM OF THE PIPE. PIPE SHALL BE LAID ON A CONTINUOUS UNIFORM BEDDING. BACKFILL SHALL BE TAMPED IN 6" LEFTS AS DEPICTED ON THE MISCELLANEOUS UTILITY DETAIL COMPACT TO NO. 5, 6 OC, E.W., E.F. = L BY THE IRCDUS DUE TO BUOYANCY COMPENSATION OR Z s 6" (MIN) 3/4" STONE OTHER REQUIREMENTS, U TO ADEQUATELY PROTECT AND SUPPORT THE PIPE. REFERENCE THE TRENCH DETAILS WITHIN THE CONSTRUCTION PLANS. SHEET. 98% MAXIMUM 2' (MIN) 8'-0" (MINIMUM DIA) 12' (MIN) 6. GATE VALVE TO BE LOCATED AT FORCE MAIN JUNCTION. O E - FORCE MAINS MUST BE INSTALLED WITH A MINIMUM OF 36" OF GROUND COVER AND 42" BELOW ROADS, DRIVEWAY OR PARKING DENSITY = _ ' 7. USE 316 SS LIFTING BAILS. rn V LOTS IN ACCORDANCE WITH DETAILS AND SPECIFICATIONS IN THESE PLANS. 8. GRINDER PUMPS SHALL BE A MAXIMUM OF 10. 0 HP UNLESS OTHERWISE APPROVED BY IRCDUS. W M N TESTING 9. ELECTRICAL CONTROL PANEL SHALL CONFORM TO PUMP = 4- (D - HYDROSTATIC PRESSURE AND LEAKAGE TESTS SHALL BE PERFORMED IN ACCORDANCE WITH A.W.W.A. STANDARD C600 SERIES AND A.W.W.A MANUFACTURER' & SCADA SYSTEM REQUIREMENTS, C MANUAL M23. CONTRACTOR SHALL FURNISH ALL GAUGES, METERS, PRESSURE PUMPS AND OTHER EQUIPMENT NECESSARY TO TEST THE LINE. THE ENGINEER SHALL BE PRESENT FOR ALL REQUIRED TESTING AND FINAL INSPECTIONS. NOTE D w O c (ELEVATION) 100 YEAR FLOOD ELEVATION = - RED COLOR FLASHING ALARM TOP OF LIFT STATION ELEVATION = - TYP I A I P 00 LL co T81 �' '�2 PHASE A LIGHT WITH CAGE (VISIBLE 360' ANNUNCIATING LIGHT g' R co = p} dwg. no. S-14 PUMPING -STATION Q � `° ea PHASE e IN AN UPRIGHT POSITION. ELECTRIC METER L��` 1/4 CU. YD. CONCRETE - DEPTH 2'-0" EACH L o W J LA PHASE c NAME PLATE EMERGENCY GENERATOR - (2) 4"0 STAINLESS STEEL OR ALUMINUM Q o DO - `� n (TYPICAL) RECEPTACLE SEE Q L1 �O�c 0,T -c, ' 1" WATER SERVICE UNE WITH REDUCED PRESSURE �' SCHEDULE 40 SUPPORT POST (SEE S-16) -rXs--o SPECIFICATIONS FOR BACKFLOW PREVENTER AND WATER METER -� O 230VC C T2 PUMP RECEPTACLE MODEL Z zz W 3PHL3 _ c1 T3 N0. 1LOCATION OF CONTROLZ SCHEDULE 80 PVC CABLE CONDUITS PANEL TO BE Z z W 4W NCB CB1 Mi OL Mt ,e7 RES Tae M, TO CONTROL PANEL (ENTIRE LENGTH) `° APPROVED BY IRCDUS O RUN o o q FOR POWER AND INSTRUMENTATION Aux RESET o CV GEN. T T1 RECP.� i -rXl- T2 PUMP MOTOR CABLE ETM ETM ETM SILENCE HATCH 3-N0. �-(2) 3/4" x 90' BEND c c c f --o HINGED SIDE i, HOSE BIBB HATCH HINGED SIDE W< ti ��3 N0. 2 (TYPICAL) � C � c RUN INDICATING LIGHTS ECB CB2 M2 OL M2 REs 1e,0 M2 SLOPE FILL GROUT 6"(MIN) �--� zz 0 N N TO CENTER OF PIT GATE VALVE � Z o _ � �� ,2 ;wx RUN CROUSE -HINDS TYPE (5 � HOA WITH BOX W oz xti RUN �+ CGB WATERTIGHT o 0 0 ( I I W�> Q 120 VAC CONT ` / 1 '..' :. '. ...1... �1 I t _ GRD _ CONNECTOR WITH Z Q J LL ms B 13 POW i7 Te ,� PANEL TO BE 304E o 4q CV ...'.'.'.4»..Pv .. z 4" WYE c, cO c) m NEOPRENE GLAND TO Z Z / � '�• cV - Z f- MATCH CABLE. FURNISHED STAINLESS STEEL -z �, 120 VAC NEUTRAI WITH PUMP. a (} j - - - - / W U v ui ? N v c �� TERMINAL BLOCK FOR k' I o tY (N ALARM HORN EXTERNAL ALARMS W1-1 RECP.+' -p c ,s z I FLEX COUPLINGS M Z Q ti ' dwg. no. S -16-D - 2 /GROUSE HINDS TYPE "CGB" \ n n ,0 - - - -- - -" PVC Z CONTROL PANEL SCHEMATIC CONNECTOR FURNISHED I I 14 # 14 TO RTU o FORGE MAIN = - 04 WITH R.T.U. WITH PUMP A d ;� ( „ „ to �3 ti .. # 1 # 2 # 3 4 CV 4 x 45' BEND U \ 2" PVC CONDUIT TO STATION (MIN.) �„ 1 �j `- I--- CONFIRM WITH PUMP MFGR. 4" DIP VENT / EMERGENCY PUMP OUT PROVIDE BUSHING I 2 TO FIT CABLE TYPICAL CONTROL PANEL _.--- HATCH HINGED SIDE NOTES lop- '� " 1, CONTRACTOR TO CONTACT IRCDUS INSPECTOR PRIOR TO Ta17 TIME FRONT VIEW EACH �WAYo WAY -EACH FACE - - 6 (MIN) PUMP STATION CONSTRUCTI❑N. 2, SEE NOTES AND SECTIONAL ELEVATION DRAWING NO, S-14, _1 �PL1 MTP, - COUPLING 2 PVC VALVE BOX DRAIN 3. FOR DATA TABLE AND PUMP STATION GENERAL NOTES SEE DRAWING NO. S-15. INFLUENT PIPE 4. FOR ELECTRICAL DETAILS SEE DRAWING NO, S-16, Q 7„-.8 RUN t VARIES (DIP OR PVC C-900) -4"x90' BENDS 5. ALL PIPING THROUGH WETWELL AND VALVE PIT SHALL BE APPROVED BY IRCDUS, U H 0 A TB78 ADAPTER CONTROL PNL. 6, GATE VALVE TO BE LOCATED AT FORCE MAIN JUNCTION, W 7 SYSTEM REQUIREMENOTS,PANEL SHALL CONFORM TO PUMP MANUFACTURER' & SCADA W Q T819 70 PUMP , METER M1 FU4 OL ZPVC CONDUIT START '1820 SS1 � TO STATION � � �o � ' � �I..e (2) 4" ALUMINUM m n Z � ALL ELECTRICAL CABLES AND WIRES } / FROM THE INDEPENDENT DISCONNECT < PLAN) A N ) SCH 40 SUPPORT W ET Ts21 �" nMe 2 z_ ALL CONSTRUCTIONS AND CONSTRUCTION TO THE REST OF THE LIFT STATION STAINLESS STEEL SCHEDULE 40 m POSTS (TYP) MATERIALS MUST MEET I.R.C. STANDARDS SHALL BE MADE OF COPPER. TYPICAL PUMPING STATION dwg. no. S-13 W PL2 Mrn2 SUPPORT POSTS. `� ,. �� t y� + + �1 DISCONNECT FLOAT CONTROL SYSTEM z _ �z<� 0 9 r---�-" 10 RUN 2 .._, 12 MIN. ie?a Fu5 H� QA M2 Tsz2 71 PUMP # 3/0 BARE COPPER WIRE PUMPING STATION DATA TABLE PUMP STATION GENERAL NOTES o (f) OL z START TS2 SS2 1"0 WATER SERVICE Imo- GROUND CLAMP LIFT STATION [SITE ONLYI 1. CONTRACTOR SHALL TAKE NECESSARY PRECAUTIONS AGAINST 18. PUMPS SHALL BE DESIGNED TO PROVIDE A MAXIMUM CLEARANCE O [-- 2 - 2 W/ HOSE BIBB FINISH GRADE _ FLOATATION OF WET WELL UNTIL ALL BACK FILL IS IN PLACE. OF TEN FEET OUTSIDE OF LIFT STATION WET WELL FOR FUTURE L- �/- PUMPING CAPACITY MARY G.P.M. MAINTENANCE. g " CONDITION 1"TOTAL HEAD (f) FEET 2. ALL CONCRETE SHALL BE CLASS A -A 4,000 P.S.I. FOR dwg. no. S -16-B 1 WATER SERVICE LINE WITH f - PRECAST AND 3,000 P.S.I. FOR CAST -IN-PLACE) UNLESS 19. ALL RE -PUMP STATIONS SHALL HAVE BIO -CUBE ODOR CONTROL CONTROL PANEL SCHEMATIC REDUCED PR q- CONCRETE SUPPORT -1/4 CU. YD. _ OTHERWISE SPECIFIED. PRESSURE BACKFLOW' 2' MIN. 3000 PSI POURED AGAINST EFFICIENCY %M. SYSTEMS AS REQUIRED BY MANUFACTURER, AND APPROVED BY WITH R.T.U. NOTES PREVENTER AND WATER METER UNDISTURBED SOIL. 3. REINFORCING STEEL SHALL BE GRADE 60 FABRICATED AND IRCDUS. ° INTER- PUMPING CAPACITY G.P.M. PLACED IN ACCORDANCE WITH THE A.C.I. CODE SPLICES SHALL 20. A STAINLESS STEEL ENCLOSED STANDBY GENERATOR WITH AN 1. ELECTRIC SERVICE r - 5/8" DIA. X 10' LONG MEDIATE TOTAL HEAD FEET -- BE 6 TIMES THE BAR DIAMETER NUMBER SIZE OR 18" MIN. AUTOMATIC TRANSFER SWITCH SHALL BE REQUIRED FOLLOWING Q COPPERWELD GROUND ROD CONDITION UNLESS OTHERWISE NOTED (STAG. SPL.,TYP.). THE I.R.C. SPECIFICATIONS. SHALL BE 3 PHASE. CONDUIT TO POWER 2" PVC TUBE EFFICIENCY %M. -- 2. ALARM HORN SHALL BE POLE SEE SITE PLAN PUMPING CAPACITY G.P.M. -- 4 BE BACKFILL AROUND THE COMPACTED 0 98% DENSITY. (MODIFIED TI 180) ALL FOR CONTRACTOR PROPOSALS: W o a SEALED TO PREVENT FRONT ELEVATION SECONDARCONDITION TOTAL HEAD (*) FEET -- 5. CHAMFER EXPOSED CONCRETE EDGES 3/4" (TYP.). >O Z t -2- 7 0-A 18 aA3+ LEAKAGE. CONDUITS TO PUMPING CONTROL PANEL 3X. 'EFFICIENCY °J,ES -- 6. WET WELL WALL SHALL CONTAIN A MIN. OF 0.22 SQ.IN./LINEAR CONTRACTOR SHALL INCLUDE THE FOLLOWING IN THE CONSTRUCTION OF 0 83 �, 'A`PL7KWT + HIGH ALM. t� 3. CONTROL PANEL TO BE STA. SEE PLAN (STAINLESS STEEL) -_ FOOT REINFORCEMENT, EACH WAY TOP TO BOTTOM. THE LIFT STATION: z e a ❑ �+ MIN. DISCHARGE SIZE INCHES 7. ALL PIPING AT THE PUMP STATION SITE SHALL BE RESTRAINED. 1, 0 o � � �; APPROVED BY UTILITY (2) 4" ALUMINUM ' LAG ,� H 40 SUPPORT PUMP MODEL NUMBER - 8, ALL PUMPS AND PUMPING EQUIPMENT- SEE IRCDUS APPROVED UNDERGROUND ELECTRIC SERVICE; CONDUITS, CONDUCTORS SWITCH AND ,�„ 2 �a rK A'Pts �°° r - o--�o ❑ BEFORE INSTALLATION. POSTS TYP PUMP IMPELLER No. - MANUFACTURERS' PRODUCT LIST. PULL BOXES, CONTROL PANEL, R.T.U., ECT., AND ALL ELSE NECESSARY J Q U ' 1800 �*+ LEAD,ar, 4. REFER TO SECTION 8 FOR SERVICE DISCONNECT _ AND INCIDENTAL THERETO.. m tr "m -+® I ��- (STAINLESS STEEL) PUMP SPEED (DESIGN) R.P.M. _ 9. STAINLESS STEEL CABLE HOLDER SHALL BE LOCATED ON 2. CONSTRUCT 12' WIDE CONC. DRIVEWAY & SLAB AROUND STATION w METER RL � PUMPING STATION SPECIFICATIONS. ENCASED MOTOR NAMEPLATE H.P. H.P. OPPOSITE SIDE OF WET WELL FROM THE INFLUENT PIPE. (6" THK., 2500 PSI FIBER REINF.) SEE CONSTRUCTION PLAN SHEET. > ILT ° _ 10. BUOYANCY CALCULATIONS SHALL BE REQUIRED FOR ALL � Iz 5. BOTTOM OF PANEL TO BE PLAN VIEW MAX. PUMP BRAKE H.P. H.P. PUMP STATIONS ALONG WITH THE REQUIRED PUMP STATION 3. ALL PIPING, VALVES, FITTINGS AND ALL ELSE DEPICTED ON THIS DETAIL SHEET. 0- �` so Low ,8„ 28" TO 34" ABOVE GROUND. VOLTAGE V z --a o ❑ FLT - CALCULATIONS. 1" WATER SERVICE AND TAP, METER BOX, 3/4" HOSE BIB, ALL REQUIRED <C � o ,�� o 6. DISCONNECT BETWEEN METER AND TYPICAL SERVICE MAX. MOTOR SPEED R.P.M. - 11. NO UNI -FLANGE PIPE CONNECTIONS ALLOWED. PLUMBING, R.P.Z. (BACKFLOW PREVENTOR) CONSTRUCTED FROM THE NEAREST 0 SL FLOW ,,,, nn n W4 Aum PB1 PANEL TO BE STAINLESS STEEL NON FUSIBLE.INITIAL INFLUENT RAE PEAK G.P.M. - 12. MAINTAIN MINIMUM OF 6" BETWEEN ANY PIPING, FITTINGS, POTABLE WATER MAIN. Z OH Au�ur -ti-519- - ❑ um so pMwr ENTRANCE STRUCTURE MIN. PUMP CYCLE TIME MINS. ETC. AND PRECAST CONCRETE. 4. A REMOTE TRANSMITTER UNIT SHALL BE SUPPLIED ` J 7. ALL HARDWARE AND FASTENERS INFLUENT PIPE INV. ELEV. ELEV."A" - 13• FIBERGLASS LINERS SHALL BE INSTALLED ON ALL MANHOLES RECEIVING WITH THE STATION. TO BE STAINLESS STEEL. PUMPED SEWAGE. '�' 5. CONST. 6' CHAIN LINK FENCE W/ LOCKABLE GATE AROUND / \ 7 SE'Ra '�"° :acs ALARM SIGNAL ON ELEV. ELEV."B" - 14. PUMP STATION CONTROL PANEL SHALL BE PROVIDED WITH F.R CQ?77nCAnoN dwg. no. S -16-C �� FAL 8. R.T.U. TO BE MOUNTED ON TOWER ONLY. LIFT STATION AT EASEMENT LIMITS. LAG PUMP ON ELEV. ELEV." C, _ APPROPRIATE LIGHTNING ARRESTOR. VERIFY ALL DRIVEN GROUNDS PER JOSEPH W. scHULxE .. CONTROL PANEL SCHEMATIC J, SPARE PARTS (SEE SECTION 8.05). LEAD PUMP ON ELEV. (+) ELEV."D" _ N.E.C. 6. STAND ALONE GENERATOR W/AUTOMATIC THROW -OVER SWITCHING REGULATED FL REG. N 048 WITH R.T.U. 15. AN ACCESS DRIVE SHALL BE PROVIDED TO ALL IRCDUS MAINTAINED BY SCADA SYSTEM TO ENSURE THAT POWER IS CHANGED FROM PERMANENT ❑imm 8. I PUMPS OFF ELEVATION ELEV."E" - LIFT STATIONS. ALL ACCESS DRIVES SHALL BE A MINIMUM OF 12? WIDE. TO EMERGENCY DURING LOW VOLTAGE CONDITIONS. FL REG NO. 57 10. CONTROL PANEL SHALL MEET THE REQUIREMENTS OF SERVICE ENTRANCE ALARM SIGNAL ON ELEV. ELEV."F" 16. ALL PROPOSED PRIVATE STATION OWNERS ARE TO SIGN AN FL R IF FENCE IS INSTALLED, GATE SHALL HAVE A 12' OPENING." P. TODD BY PROPERLY BONDING OR SHALL BE BOTTOM OF WET WELL ELEV."G' - AGREEMENT ACKNOWLEDGING STATION IS TO REMAIN PRIVATE UNLESS 76 UL SERVICE ENTRANCE RATED. DETAILS THE ENGINEER OF RECORD SHALL NOTIFY THE COUNTY R -1 ' (ELECTRICAL 1 PUMP MANUFACTURER ABS SUBJECT STATION IS CONSTRUCTED TO IRCDUS STANDARDS. DATE: �"� AND SECONDARY POIN®ETWEEIV PRIMARY 17. PUMPS SHALL BE DESIGNED TO PROVIDE A MINIMUM PUMP RUN INSPECTOR OF THE LIFT STATION COMPLETION AT TIME EQUAL TO HALF THE CYCLE TIME. LEAST FIVE WORKING DAYS PRIOR TO SCHEDULING HEFT PUMPING STATION dwg. no. S-15 OF LIFT STATION STARTUP TO ALLOW FOR A A REMOTE TRANSMITTER UNIT SHALL BE SUPPLIED FINAL INSPECTION. 7 WITH THE STATION. (PER I.R.C.U.D. SPECIFICATIONS.) PROJ CT NO 04 60 RELOCATED OAK TREE VIRBURNUM ) _ 2.5' _ j- PROPERTY LINE 35' RELOCATED ,OAK TREE REQUIRED 1/35 LF RELOCATED OAK TREES x 805 LF = 23 RELOCATED OAK TREES 1/2.5 LF VIRBURNUM AWABUKI x 805 LF = 322 VIRBURNUM AWABUKI SECTION 10' LANDSCAPE EASEMENT OPAQUE BUFFER EAST PL BUFFER LANDSCAPE REQUIREMENTS SECTION PROPOSED TOTAL RELOCATED OAK TREES 1/35 FEET 23 TOTAL VIRBURNUM AWABUKI 1/2.5 FEET 322 LANDSCAPE MATERIAL STANDARDS & NOTES (1) QUALITY. PLANT MATERIALS USED SHALL CONFORM TO THE STANDARDS FOR FLORIDA NO. 1 OR BETTER, AS GIVEN IN THE MOST CURRENT EDITION OF "GRADES AND STANDARDS FOR NURSERY PLANTS" PART 1 AND PART II, STATE OF FLORIDA. (2) DROUGHT TOLERANCE REQUIREMENTS. A MINIMUM OF FIFTY (50) PERCENT OF TOTAL CUMULATIVE LANDSCAPE PLANT MATERIAL USED TO MEET THE PROVISIONS OF THE I.R.C. L.D.R., CHAPT. 926, SHALL BE VERY DROUGHT TOLERANT," AS CLASSIFIED AND LISTED IN THE MOST RECENT EDITION OF THE "SOUTH FLORIDA WATER MANAGEMENT DISTRICT XERISCAPE PLANT GUIDE." (3) TREES (A) CANOPY TREES SHALL BE SPECIES HAVING AN AVERAGE MATURE SPREAD OF CROWN GREATER THAN FIFTEEN (15) FEET IN DIAMETER. (B) PALMS SHALL BE CONSIDERED 1/3 OF A TREE AND, IF USED, THEY SHALL CONSIST OF NO MORE THAN FIFTY (50) PERCENT OF THE TOTAL NEW TREE REQUIREMENT. ADDITIONALLY, 3 PALMS - 1 CANOPY TREE . (C) TREE SPECIES SHALL BE A MINIMUM OF TEN (10) FEET OVERALL IN HEIGHT AND TWO (2) INCH CALIPER AT THE( TIME OF PLANTING. (D) 509. OF FIFTY TREES PERCENT SHALL E OF *VERY REQUIRED TREES SHALL BE OF A NATIVE SPECIES, AND AT LEAST (E) 6 (SIX) DIFFERENT TREE SPECIES ARE REQUIRED (4) GRASS. GRASS AREAS MAY BE SODDED, PLUGGED, SPRIGGED OR SEEDED, EXCEPT THAT SOLID SOD SHALL BE USED IN SWALES OR OTHER AREAS SUBJECT TO EROSION. SEED, WHERE USED, SHALL BE OF A VARIETY THAT WILL PRODUCE COVERAGE WITHIN NINETY (90) DAYS FROM SOWING. (5) SHRUBS/ HEDGES: (A) 50% OF ALL SHRUBS & HEDGES SHALL BE RATED "VERY DROUGHT TOLERANT" (B) SHRUBS & HEDGES SHALL BE A MIN. OF 36- AT PLANTING. (C) HEDGES SHALL BE PLANTED AT A MIN. OF 30" O.C. (6) IRRIGATION USAGE ZONES SHALL BE AS FOLLOWS: (A) GRASS AREA SHALL BE IN HIGH USAGE ZONES. (B) TREES & SHRUBS SHALL BE IN LOW USAGE ZONES. (7) IRRIGATION SYSTEM SHAM BE EQUIPPED WITH A MOISTURE SENSING CONTROLLER (8) THE CONTRACTOR SHALL ATTEMPT TO PRESERVE AS MANY EXISTING TREES AS POSSIBLE AND FEASIBLE. TREES THAT ARE PRESERVED MAY BE CREDITED TOWARDS THE SITE TREE REQUIREMENT IF THEY MEET THE ABOVE SPECIFCATIONS. (9) THE CONTRACTOR SHALL COORDINATE THE PLACEMENT OF TREES AND SIGNS SUCH THAT ALL SIGNAGE IS EASILY SEEN FOR ITS INTENDED PURPOSE. TREE PLACEMENT MAY VARY FROM THIS PIAN TO ACHIEVE THIS REQUIREMENT. (10) ALL LANDSCAPE ISLANDS MUST BE BERMED. (11) ALL UNDERSTORY TREES TO BE MINIMUM 5' TALL (12) PALMS MUST HAVE 10' OF CLEAR WOOD. (13) ALL OPAQUE FEATURES MUST BE AT FULL HEIGHT UPON INSTALLATION 149.35' 1w Iq i V � �o� �f J o --� En � \) C M TTI 10' LANDSCAPE EASEMENT OPAQUE BUFFER t M D / x NOTES: TREE PROTECTION. (A) ALL TREES RETAINED ON A SITE SHALL BE PROTECTIVELY BARRICADED BEFORE AND DURING CONSTRUCTION ACTIVITIES. (B) UNDERGROUND UTILITY LINES SHALL BE ROUTED AROUND EXISTING TREES TO THE OUTSIDE OF THE DRIPLINE WHERE ABLE. (C) INSTALLATION OF FENCES AND WALLS SHALL TAKE INTO CONSIDERATION THE ROOT SYSTEMS OF EXISTING TREES. (D) FENCE ETR ES TOBE AICADE SHAH PRESERVED. FE INSTAH ED AT PERIMETER OF ALL TCRN FENCE SHALL BE MAINTAINED DURING CONSTRUEES OR CTION. MASONS STRING W/ FLAGGED RIBBON NTS FIRST PLANT SETBACK 8" FROM EDGE OF WALK TO ALLOW FOR GROWTH. 18" 18" 18" 18" CONTINUOUS 3" LAYER OF MULCH. O.C. O,C. O.C. O.C. TOP OF MULCH 2" BELOW TOP OF SLAB. FERT LIZE WITH OSMOCOTE AS P2 2 -1I 12 RECOMMENDATIONS6 MON MONTH 2.0 . ............ .................... r ' BACKFILL BETWEEN PLANTS WITH 2.0 6" PREPARED PLANTINGS OIL (SEE LANDSCAPE SPECS) 60/40 SOIL MIX, SAND /MUCK. TYPICAL GROUNDCOVER PLANTING DETAIL N.T.S. A 101.43° o __v_ I n 016b— 9 40, a, NIA STREET g�r h o70, FJ p GA O 0W I AROUND EXISTING TREE tows TRUNK DIAMETER VARIES MASONS STRING W/ FLAGGED RIBBON CONTINUOUS AROUND BARRIER 2 ROWS , 2x2'S 4' O.C. PLACED TREE DRIP LINE, OR AT )GE OF EXISTING/PROPOSED rAVEMENT (AS REQUIRED) TREE PROTECTION BARRIER 6' - 2x2'S 4' O.C. PLACED AT TREE DRIP LINE, OR AT EDGE OF EXISTING/PROPOSED 1IIj1ARS PAVEMENT (AS REQUIRED) � ELEVATION NTS North GRAPHIC SCALE 40 0 20 40 80 1 1 1 1 1 ( IN FEET ) 1 inch = 40 ft. 160 (5)2x4x16" BATTENS COVERED WITH 5 LAYERS OF BURLAP AND SECURED WITH 3/4" HIGH CARBON STEEL BANDS TO HOLD BATTENS IN PLACE DURING PLANTING AND GUARANTEE PERIOD. NAIL WOOD BRACES TO BATTENS. (3)2x4 WOOD BRACES STANDARD 8' LENGTH OR OTHER LENGTH AS DIRECTED BY THE LANDSCAPE ARCHITECT. 3" MULCH RING FERTILIZE WITH OSMOCOTE AS PER MFG RECOMMENDATIONS 12-12-12, 6 MONTH FORMULA 2x4x24" STAKE PAD BURIED 3" BELOW GRADE FILL AROUND BALL WITH SAND PALM PLANTING DETAIL N.T.S. 2" DIA RUBBER HOSE W/ UBLE STRAND OF 12 GA. LV WIRE AND MINIMUM BUYS PER TREE. ITE FLAGS ON EACH WIRE T TOP OF ROOTBALL FLUSH WITH RROUNDING GRADE WHEN SETTLED. TREE SHALL BE SET DEEPER THAN E GRADE IN WHICH IT WAS GROWN. DIA x 3" DEEP LCH RING :D OF GRASS FLUSH -H TOP OF MULCH JALL ALL TREES W/ ORGANITE OR RIFORM TABLETS CKFILL WITH CLEAN PLANTING L AND WATER THOROUGHLY AT TIME OF PLANTING. DIAMETER OF HOLE SHALL BE MIN TWICE DIA OF ROOTBALL TYPICAL TREE PLANTING DETAIL N.T.S. z, z " Q - ^^� i t s� i ��� _ _ I o _ `'I'- - I cn - A. - I - �I`+ + c li li _ -- - - = i g' ` J - i -- -- -- -- -- Co v�1 cn z s� --- — — -- — i —710D v --� w� I , >< - - �� I o I ----- ----- --- 60' R/W �!L------ -----i a5 C �, m � .-t- I I I I I I I I _ rn — -, �iM I r� - I I I I I I I I I I � ( 0 K ----- I I I I I I Z m � rco I C)� I I I I I I I ( I b -h I I Cal I I I I I I n T I C rni Oo I I r I I I I I I I I I I I I 0� I I S ;u m --j L------------IL--------L__ _J L_ —J L— _J -- _� D� I I -----------j I M -- - ----- ---- _ o� 1 10 Ito 0i n a Vic° r EAST LINE OF THE NE 1/4 I .-- -- _._ w ^j PAVEMENT WIDENING -v p LACO N I TRE ETA _ N — + — CD O K 0 I In O C g� 0 fn ui V) II O 3 W 4- Y Q Q W Q O 0 6 O o w ZONOU ¢Fa.�z�pZ�wai=-vi CDC, QCS�ZZwp� z�r,�owo�mr-3 w z ��a33w��3w�a�j USo (00 _I N Co QW Q C D w oN u_0 o 00 'ul U o mJ Q c�o0� (O �ZWw Lu 1 Z Z cc ♦� p N CV 06 Zowo W � :D =ti _I rD LL- CA N L� Wzo�~ 1_ W J ��mLI- LLJ W >N � rn Z ' Q� ZN U� v �w Q Lij --I W CL r/ f -- ry wtflw IL I- UZ-"::) (n O m C U aQ s O W [`Q >ZL`' 0 O i- Cl:f — t- (..� to z A 101.43° o __v_ I n 016b— 9 40, a, NIA STREET g�r h o70, FJ p GA O 0W I AROUND EXISTING TREE tows TRUNK DIAMETER VARIES MASONS STRING W/ FLAGGED RIBBON CONTINUOUS AROUND BARRIER 2 ROWS , 2x2'S 4' O.C. PLACED TREE DRIP LINE, OR AT )GE OF EXISTING/PROPOSED rAVEMENT (AS REQUIRED) TREE PROTECTION BARRIER 6' - 2x2'S 4' O.C. PLACED AT TREE DRIP LINE, OR AT EDGE OF EXISTING/PROPOSED 1IIj1ARS PAVEMENT (AS REQUIRED) � ELEVATION NTS North GRAPHIC SCALE 40 0 20 40 80 1 1 1 1 1 ( IN FEET ) 1 inch = 40 ft. 160 (5)2x4x16" BATTENS COVERED WITH 5 LAYERS OF BURLAP AND SECURED WITH 3/4" HIGH CARBON STEEL BANDS TO HOLD BATTENS IN PLACE DURING PLANTING AND GUARANTEE PERIOD. NAIL WOOD BRACES TO BATTENS. (3)2x4 WOOD BRACES STANDARD 8' LENGTH OR OTHER LENGTH AS DIRECTED BY THE LANDSCAPE ARCHITECT. 3" MULCH RING FERTILIZE WITH OSMOCOTE AS PER MFG RECOMMENDATIONS 12-12-12, 6 MONTH FORMULA 2x4x24" STAKE PAD BURIED 3" BELOW GRADE FILL AROUND BALL WITH SAND PALM PLANTING DETAIL N.T.S. 2" DIA RUBBER HOSE W/ UBLE STRAND OF 12 GA. LV WIRE AND MINIMUM BUYS PER TREE. ITE FLAGS ON EACH WIRE T TOP OF ROOTBALL FLUSH WITH RROUNDING GRADE WHEN SETTLED. TREE SHALL BE SET DEEPER THAN E GRADE IN WHICH IT WAS GROWN. DIA x 3" DEEP LCH RING :D OF GRASS FLUSH -H TOP OF MULCH JALL ALL TREES W/ ORGANITE OR RIFORM TABLETS CKFILL WITH CLEAN PLANTING L AND WATER THOROUGHLY AT TIME OF PLANTING. DIAMETER OF HOLE SHALL BE MIN TWICE DIA OF ROOTBALL TYPICAL TREE PLANTING DETAIL N.T.S. z, z " Q - ^^� i t s� i ��� _ _ I o _ `'I'- - I cn - A. - I - �I`+ + c li li _ -- - - = i g' ` J - i -- -- -- -- -- Co v�1 cn z s� --- — — -- — i —710D v --� w� I , >< - - �� I o I ----- ----- --- 60' R/W �!L------ -----i a5 C �, m � .-t- I I I I I I I I _ rn — -, �iM I r� - I I I I I I I I I I � ( 0 K ----- I I I I I I Z m � rco I C)� I I I I I I I ( I b -h I I Cal I I I I I I n T I C rni Oo I I r I I I I I I I I I I I I 0� I I S ;u m --j L------------IL--------L__ _J L_ —J L— _J -- _� D� I I -----------j I M -- - ----- ---- _ o� 1 10 Ito 0i n a Vic° r EAST LINE OF THE NE 1/4 I .-- -- _._ w ^j PAVEMENT WIDENING -v p LACO N I TRE ETA _ N — + — CD O K 0 I In O C g� 0 fn ui V) II O 3 W 4- Y Q Q W Q O 0 6 O o w ZONOU ¢Fa.�z�pZ�wai=-vi CDC, QCS�ZZwp� z�r,�owo�mr-3 w z ��a33w��3w�a�j USo (00 _I N Co QW Q C D w oN u_0 o 00 'ul U o mJ Q c�o0� (O �ZWw Lu 1 Z Z cc ♦� p N CV 06 Zowo W � :D =ti _I rD LL- CA N L� Wzo�~ 1_ W J ��mLI- LLJ W >N � rn Z ' Q� ZN U� v �w Q Lij --I W CL r/ f -- ry wtflw IL I- UZ-"::) (n O m C U aQ \. �4-0601 � O W -I >ZL`' 0 O i- Cl:f — t- (..� to z > O wo En af::D> LLI ZD V) a:: F- z a 0 z CERIinCAc JOSEPH W. SCHULKE FL REG. N0. 47048 ❑ JODAH . BI FL .NO.5 9 ❑" P. STOOD EG, NO. 576 5 ` DA / SHEET L® 1 \. �4-0601 � LEGAL DESCRIP77ON THAT PART OF SOUTHEAST 1/4 OF NORTHEAST 1/4 OF SECTION 26, LYING NORTH AND EAST OF FOLLOW DESCR/B/ED LANDS; BEING AN EASEMENT AND RIGHT OF WAY 200 FEET IN WIDTH ACROSS SOUTHEAST 1/4 OF NORTHEAST 1/4 OF SECTION 26, BEING 100 FEET ON EACH SIDE OF FOLLOW DESRIBED BASE LINE AS IN OFFICAL RECORD BOOK 194, PAGE 415, BEGINNING AT SOUTH EAST CORNER OF NORTHEAST 1/4 OF AFORESAID SECTION 26, RUN NORTH 4142'15" WEST 610 FEET, THENCE NORTH 5352`05" WEST 600 FEET, THENCE NORTH 7342'05" WEST 377.52 FEET, THENCE N 5350'05" WEST 92.13 FEET TO A POINT ON WEST BOUNDARY AND 347 FEET SOUTH OF NORTHWEST CORNER OF AFORESAID SOUTHEAST 1/4 OF NORTHEAST 1/4 OF SECTION 26 PER CITY OF SEBASTIAN ORDINANCE 92-06„ NOW LYING IN INDIAN RIVER COUNTY, FLORIDA. CER77RED TO: 1) WAYNE KOZLOWSKI 2) SCHUKLE, BITTLE & STODDARD, LLC CM�f-O V NO ID N 89'43'11 ` W 1329.18' NORTH LINE OF THE SE 1/4 C SEBASTIAN HIGHLANDS UNIT 13 e 80.!90, e` `------_---_------- --- _�-, -- - -- -- -- GLADIOLA AVENUE _ o, NT FDS NO IDJ- ` BLOCK 339, `\ SEBASTIAN HIGHLANDS UNIT 13 4000' 140.00' \\ \� PB 7, PG 82 I NW CORER OF `� \`♦ �' THE NE 1/4 �, I NORTH LINE OF THE NE 1 \ `� ®�♦ PLS 12,391 /4 CM FD I W. ♦` , Q NO ID NE CORNER OF I a I THE NE 1/4 ♦ UNPLA TTED cl VJ 1 REPORT OF SURVEY.• `\ `. N • TYPE OF SUR VE Y' BOUNDARY. ♦ ♦ \ ~ ` \ \ ') w, I ,,. N SUBCT PROPERTY W I • SURVEYOR IN RESPONSIBLE CHARGE.DAVID TAYLOR P.L.S. 5243 � � \ � 51 100 \ 18, 404 ACRES± `♦\ A,,WETLAND, MASTELLER, MOLER & REED, INC. CERTIFICATE OF AUTHORIZATION L.B. 4644`\ lR/CAP SET 0 1D2 AREA -2550.2 S.F. 1655 27TH STREET SUITE 2, VERO BEACH, FLORIDA 32960 ♦ PLS #5243 103 PHONE (772) 564-8050 �\ • THIS SURVEY IS NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA ♦, KI TNESS ` 104 V! ; 4O RIW LICENSED SURVEYOR AND MAPPER, ADDITIONS OR DELETIONS TO THE SURVEY MAP AND/OR REPORT 1 105 Z I PER PLAT OF SURVEY BY OTHER THAN THE SIGNING PARTY OR PARTIES IS PROHIBITED WITHOUT WRITTEN `♦ IR/CAP FD "r W I CONSENT OF THE SIGNING PARTY OR PARTIES I PLS #2391 202 203 • HORIZONTAL CONTROL ACCURACY: THE EXPECTED USE OF THE SURVEY MAP AND REPORT FOR THE LAND, AS CLASSIFIED IN THE MINIMUM TECHNICAL STANDARDS (61G17 -6,003(E) FAC) IS SUBURBAN.�, 20t 204 THE MINIMUM RELATIVE DISTANCE ACCURACY FOR THIS TYPE OF BOUNDARY SURVEY IS 1 FOOT IN `. ��g? p, {l __ LILJ = 7500 FEET. THE ACCURACY OBTAINED BY MEASUREMENT AND CALCULATION OF A CLOSED GEOMETRIC FIGURE WAS FOUND TO MEET OR EXCEED THIS REQUIREMENT `� �s� �'LfJ LL 200 ' iI,4N 206 208 • HORIZONTAL FEATURE ACCURACY. TOPOGRAPHIC LAND FEATURES (510NS. INLETS, VALVESI O ♦ I `��?�`S©� -`" ¢` ¢ S 205 207` 212 MAILBOXES, POWERPOLES, DRIVEWAYS, CUL VER TS AND SIMILAR FEA TURES) HAVE A HORIZONTAL 3 `S ' - 1 d 209 W FEATURE ACCURACY OF PLUS OR MINUS 0.25 FEET. `♦ ��.� Al ' 1 " ,. �p �1 211 214 s'7 IR CAP FV •VERTICAL CONTROL ACCURACY. VER77CAL CONTROL AS ESTABLISHED FOR THIS PROJECT SITE /S ��. �20s�e'.o 6 O / 213 ACCURATE TO PLUS OR MINUS 0.05 FEET TIMES THE SQUARE ROOT OF THE DISTANCE IN MILES. `� W j f2 (4V PLS #2391 215 216 h� i • VERTICAL FEA TURF ACCURAC' ELEVA TIONS ON THE SI TE (GROUND, PA VEMEN T, INLETS, ETC.) HA V:. A Y. VERTICAL FEATURE ACCURACY OF PLUS OR MINUS 0.10 FEET. ` �`' � O 217 ...._„ Q *FIELD WORK WAS OBTAINED DURING THE FOLLOWING TIME FRAME OR DATE: 01/15/06 �•••� ` 0`, \� 9SFy� 218 SEBASTIAN HIGHLANDS UNIT 11 • THE BEARING BASE FOR THIS SURVEY IS AS FOLLOWS: j -.,,�1 ot�,yT Qi I PB 7, PG 55 A) ASSUMED. B NORTH LINE OF THE NE BETWEEN MONUMENTATION AS SHOWN, 219 220 "J CC THE BEARING BEING S 89 43'11 " E. ` Ts�� 2 ,o yj �, q S C ? 6' 2 22 t 222"',4 • ELEVATIONS ARE BASED ON THE NATIONAL GEODETIC VERTICAL DATUM, THE PRIMARY BENCHMARK IS O♦ �p s 2 ` `� Tljp'� `9p,�p o RAIL ROAD SPIKE IN NORTH CORNER 87TH ST. AND C.R. 510, 45'1 SOUTH OF CENTERLINE 87TH AJD ♦\ ®0��9,I, s`�is\? �f s If- -9 ?� 223 501 WEST OF CENTERLINE C.R. 510, EL= 21.435. SITE BENCHMARK IS AS SHOWN. �9� �� r'p �'p� s 224 • NO INSTRUMENTS OF RECORD REFLECTING EASEMENTS, RIGHTS-OF-WA226 Y AND/OR OWNERSHIP WERE I 7Z- �pp t FURNISHED TO THIS SURVEYOR EXCEPT AS SHOWN. NO TITLE OPINION IS EXPRESSED OR IMPLIED. j �' �p ` ' / - 22 • THIS SURVEY DOES NOT CERTIFY TO THE EXISTENCE OR LOCATION OF ANY FOUNDATIONS, UTILITIES, �� o", UNDERGROUND ENCROACHMENTS OR IMPROVEMENTS EXCEPT AS SHOWN, 228 'w IR/CAP FD 234 *THE PARCEL OF LAND SHOWN HEREON IS LOCATED IN FLOOD ZONE X AND AE PER FLOOD INSURANCE Z PLS #2391 RA TE MAP 12061 CO089 E, DA TED MA Y 4 TH, 1989. C, I Q)yj 229 231 232 I • UNLESS A COMPARISON IS SHOWN, PLAT VALUES & MEASURED VALUES ARE THE SAME. j 3 234 • ALL MEASUREMENTS ARE IN FEET AND DECIMAL PARTS THEREOF AND ARE IN ACCORDANCE WITH Tl -.E L 230 233 ° , STANDARDS OF THE UNITED STATES. I ♦ \ �O \ 235 • THE TRUE MEAN HIGH WATER LINE WAS NOT LOCATED IN CONFORMANCE TO CHAPTER 177 PART Il, THE 'a Q) ' 232 COASTAL MAPPING ACT. IRC IRON ROD AND CAP LB LICENSED BUSINESS NO, NUMBER R/W RIGHT OF WAY CM CONCRETE MONUMENT P. U. D. E. PUBLIC UTILITY AND DRAINAGE EASEMENT FD. FOUND O.R.B. OFFICIAL RECORD BOOK P.R.M. PERMANENT REFERENCE MONUMENT P. C. P. PERMANENT CONTROL POINT BM BENCHMARK F. F. FINISH FL OOR ELEV. EL EVA TION E.O. P, EDGE OF PA VEMEN T R RADIUS A DEL TA L LENGTH LD. IDENTIFICA TION SEC. SECTION TWP• TOWNSHIP RGE. RANGE CH, CHORD CHB. CHORD BEARING (C) CALCULATED (M) MEASURED TIFF R0EFfl1 R PNCE ABBREWA 77ONS AND SYMBOLS m OAK QS SA PINE O of � PALM Wl O SHRUB H` MAPLE wV Wi � W, CITRUS Q Q CL ELM C/ M/SC. TREE CC U RUV BLOW -OFF ,RV RE M IRI © PULL BOX ® YA GV N GAS VALVE PF SEP RC TANK ® SEPTIC TANK A F11 CC 31]9 S7 Oy REUSE METER V) \ 231A \ UNPLA TIED 233A i NOT INCLUDED >> I i ARY MANHOLE -ff- SIGN IAGE MANHOLE LIGHT POLE I `` '? �,, — - — - CONCHA DRI VE NT FD I NO lD s Ly ® MAIL OR PAPERBOX I \ , y a, CM FD - - — - - qNT • SOUTHERN BELL BOX I NO lD 1 � - j \s BLOCK 364 I I SEBASTIAN HIGHLANDS 4 VAL VE CABLE TV BOX I `� o.��_ , I I I UNI T 11 I 4 METER `70-' POWERPOLE a . lR CAP FD # I I , �` I I PLS 2391 I ' 30 DRAINAGE R/W BOUT t4 -ELECTRIC BOX s UNDERGOUND UTILITIES SIGN I ♦ \ hI -I BASIN INLET MONI TORING WELL SW CORNER OF THE `�� (s sv <h I WA TER VALVE SANITARY VALVE NE 114 SEC77ON 26-31-38 "j ELKCAM WATERWAY Da ( 1TION VALVE � TELEPHONE MANHOLE — -- -- -- - -- -- -- -- -- -- -- --_.--.--.- -•--•--•--•--•--S 89_5536" W 1327,46',--•--•--•--•--.--.--.--.--._- -- - ` . �-._--.._-.- MSF T DRAIN ® POST WOOD OR STEEL SOUTH LINE OF THE NE 1/4 I C D I � ND ID USED DRAINAGE � CONCRETE POWER POLE j I I I HEPARTWENT I I i I SOUTHEAST CORNER OF ECTION m TRANSFORMER PAD THE NORTHEAST 1/4 OF LIGHT BA CKFL 0 W PREVENTER I I �v , SECTION 26-31-38 POINT SPRINKLER HEAD I Q I OF BEGINNING CENTERLINE I I sc Z I OF EASEMENT & RIGHT OF WAY i � I kv I � Z a ZCy 0� s�.sAr Z `fl c w y�Qom;" w _� a 051, � - o =� �F- �_in 62 LQ Z 0 d r- 0 0 �L �Q o C3 v Q C3 W b Lo ON Q � � L O �U b o U o °0 co 3 �S p o IS h L Lo a� n a z v z > C CD 0 o m O F p � O J � � O � W ]: cr Q Q titi• ♦, ,��� �� + Off' \ 4 \ � ♦ X00 +�a. e ♦ + _ �q� 10 ♦ ` e O pr. r ♦ ♦ e 24" ♦ �. 6 ♦ e +�p� O h Y � Ie e f +p+ ` No ♦ f e ♦ f ABBREVIATIONS 1 ?cm) BENCH MARK CALCULATED CBS CONCRETE BLOCK STRUCTURE CL 24" CMP N,INV-7,60' S,INV-7,04' CB CATCH BASIN CONCCONCRETE "'•. _ w.. r EL � I EB ELECTRIC Box FEMA FEDERAL EMERGENCY MANAGEMENT ASSC. �"`` •. F�v RANT ! �`' FD ID IDENTIFICATION IP 3/4" IRON PIPE UNLESS NOTED O r br ctSE j IR 5/8" IRON ROD UNLESS NOTED O x wA tc LSE FF r uvi an FLOOR j FH FIRE HYDRANT GT GAS TANK Lp LIGHT POST GUY GUY ANCHOR IRS IR WITH CAP SET, PLS #5243 PLS/RLS SURVEYOR'S NUMBER NGVD NATIONAL GEODETIC VERTICAL. DATUM f OHW OVERHEAD WIRES ORB OFFICIAL RECORD BOOK PB PLAT BOOK PLT PLANTER PC POINT OF CURVATURE f PCC POINT OF COMPOUND CURVE 04" {404 e$ 08" 4-%. 6" 4" � � 1 REVISIONS BY �- 36" PIKE S.INV�11.98' - 1- DITCH �� �� DITCH ti 04 4" • 4" + � r' `• 4" _ 4.0 � � 04" � �e1 Y 4j :r' „ qct 04"�..�d+,`'� pct,. Y��1 +tib W c�,°� . '' C\l E-� PA {CO Jodi' W - 04 " " i .ADDED TREES 4 46 4 ° & WETLANDS ° - CCB 0 13 000, 040 4'0 lot 06,r 04„ 06" +,��6„ +ti + 1 04" 10 g ��, �� 4" g" 6'0 �' 00 4" +`,./' 4„ +N11b 6„ 4" 6" • 6-0 qt C) 6,0 " +tib'PA* 04" ,..�, 4" i ;� 60 04" Cp" " 4"J -,A " - {�q" 04" � " 60 04" 4" ° 4" " C� �B 4 " �4 r' � m 06" " 04" e�� SUB�Bt'T P1za� �� t 4„�, � 4” � �12" 6' ; _ • 1 � 04" CITRUS GRAVE �,:r'6„ 4"" r° 4" 0 4" 0 6„ _ � - �'r' 4" 0 CQ cq - . " " �d /`tel• `'�'� • F:`)' + u pry 04" + 04" 4 �0 010" �y o� W . . � r cs�� a 6" " `./ 4„ „ 0 fir' M 6 � ,r� 6,r 06 +,y'\� O ° _ z �4„ + r_ +��`� ^off ~ �� ti � +tih �y4" �;�'04„ �6co ro tip � 0 A Lq+4:1> - �Q� rad 4„ 04' • d . o' 00-f ek� G� +�°°d 6 0 D4" 1Q6 '� r'y�• �`� '1� = W � = ;`fig �p 24" p0 p +� +� 04" e , �' 4" Fri 640 4 6„ q� 4 r • 6„ „ 04„ cn v 94�" �6 z ♦ , 4" "� 6 2 g» tiq 4'j - W PCP PERMANENT CONTROL POINT SURVEYOR'S NOTES PP r 41 to LA POLE f PT POINT OF TANGENCY 1. BEARINGS ARE AS SHOWN, HOLDING A BEARING OF WM ATER METM SEWER i S 89.43'11" E ALONG THE NORTH LINE OF THE NE 1/4. SMH TSP MANHOLE TRAFFIC SIGNAL POLE LEGEND, ALL OTHER BEARINGS SHOWN ARE RELATIVE THERETO. REGULATORY SIGN TMH TELEPHONE MANHOLE VALVE 2. SURVEY DATA REFERS TO THE RECORD DEEDS, PLATS AND TJB TELEPHONE JUNCTION BOX R ELECTRIC BOX EXISTING MONUMENTATION. CMP CORRUGATED METAL PIPE 0 DRAINAGE MANHOLE I WV WATER VALVE � FIRE H T 3. i.rlr ; HAS BEEN NO SEARCH OF THE PUBLIC RECORDS SV SEWER VALVE ,B GUY HOR TELEPHONE BOX BY THIS FIRM. DMH DRAINAGE MANHOLE —o— POWER POLE SCO SEWER CLEANOUT, CURB INLET 4. FIELD WORK COMPLETED ON JULY 12, 2004. PE POOL EQUIPMENT PAD �- TRAFFIC SIGN ( 5. THERE ARE NO VISIBLE ENCROACHMENTS, EXCEPT AS SHOWN. Q WATER METER k LIGHT POLE I 6. THE SURVEYED PROPERTY LIES IN FLOOD ZONE X, AS O TELEPHONE MANHOLE SHOWN ON F.E.M.A. MAP N0, 12081CO089 E, DATED 5/4/89. Q SEWER MANHOLE I ® WELL i 7. THIS SURVEY MEETS OR EXCEEDS THE REQUIREMENTS OF RESIDENTIAL SURVEYS. TREE (UNKNOWN SPECIES) C SHRUB 8. ELEVATIONS ARE BASED ON THE NATIONAL GEODETIC VERTICAL DATUM, THE PRIMARY BENCHMARK IS RAIL ROAD SPIKE IN NORTH OAK TREE (SIZE NOTED) j CORNER 87TH ST. AND C.R. 510, 45't SOUTH OF CENTERLINE CYPRESS TREE 87TH AND 50'* WEST OF CENTERLINE C.R. 510, EL= 21.435. SITE BENCHMARK IS AS SHOWN. ;< MAPLE TREE I PINE TREE f f I l � d ♦ `� e 0 ♦♦ e e ♦ oe ♦ ♦ BOUNDARY/TOPOGRAPHIC SURVEY CERTIFIED 'T0: i+I1AYNE KOZLOWSKI SCHULKE, BITTLE & STODDARD, L.L.C. w8" L.L. v 1.4 O 44 C� �.y CQ E-4 4„ °° 6" 4„ H `.` 6 w cn 08.1 - _ E—+ y► 4" - cq o��� 0 co '12 5: 141t 00f 10 0�6 DRAWN (b 1_ CCB - 4 10 = CHECKED DMT _ - DATE 20' = 05/11/04 o - UUALt: 1"=60' 0. 1 2 a*8 NO. .14" ° — 04 12ol�1z 1124 o q+ 18" „ _ T' ♦ \ �� _ 48" 20" ° 2 3 I LU,+ OF SHEETS % 44. 19 i ro e a ft9 Iii W s I IV $a DITCH'P '_' ' '�JtP � I~V ° °� +6, DITCH ENDS I - � �'0000 <c : ��'�� 12" CMF 12" CMP e 'p m �cS` .JSA� N,INV=13,72' N.INV=13.48' 40 S.INV=13.60' S.INV=14.02' �Zz '40 cq aai,; w� r + t + rga A SITE BENCHMARK �' �' Je TOP CM= 17,47' — co�...�.fP G trf 1:1 s MATCH 'W/ 2 is" CMP N.INV=15.51' O awl o x f f 68101 ` cS` S.INY=15.6x' CULVERT E.INV=12,48+r J Jo •J�, J �y '�'y tps 1s JJ p W,INV=12.49' ��4� s�J J��'��s Jo �,�_____►�� ASPHALT ROAD J ��sr �lSt J6, `sem lis T J`9s�{ J g` �4f1 J� Jy1 l Jsp r J l LACONU ass .o� 12" CMP 12" CMP 12" CMP 12" CMP J a 18" CMP N.INV=14,32 N,INV=15.00 N.INV=15.10 N.INV=15,35 30 N,INV=15.59' S,INV=14.26' S.INV=14,85' S.INV=15.10' S,INV=15.25' x S.INV=15.56' 16" CMP N.INV=15.66' 'J S.INV=15.92' ly y oi u A SEBASTIAN HIGHLANDS UNIT 11 �z �;4 �; PB 7, PG 56 zvi xo e I jg E.., a rn %4 SO coo OIII t 9 U?W 0 rn R ca > 1sy J ,24� �Zco GhZ40 N 1 00 r?p �c9 -y4 a 94 � a?� �. �r J�yJ� a � .mss CQ g4 ip; - �- SURVEYOR'S NOTES 1. BEARINGS ARE AS SHOWN. HOLDING A BEARING OF S 89.43'11" E ALONG THE NORTH LINE OF THE NE 1/4. ALL OTHER BEARINGS SHOWN ARE RELATIVE THERETO. 2. SURVEY DATA REFERS TO THE RECORD DEEDS, PLATS AND EXISTING MONUMENTATION. 3. THERE HAS BEEN NO SEARCH OF THE PUBLIC RECORDS BY THIS FIRM. 4. FIELD WORK COMPLETED ON JULY 12, 2004. 5. THERE ARE NO VISIBLE ENCROACHMENTS, EXCEPT AS SHOWN. 6. THE SURVEYED PROPERTY LIES IN FLOOD ZONE X, AS SHOWN ON F.E.M.A. MAP NO. 12061 CO089 E, DATED 5/4/89. 7. THIS SURVEY MEETS OR EXCEEDS THE REQUIREMENTS OF RESIDENTIAL SURVEYS. 8. ELEVATIONS ARE BASED ON THE NATIONAL GEODETIC VERTICAL DATUM, THE PRIMARY BENCHMARK IS RAIL ROAD SPIKE IN NORTH CORNER 87TH ST. AND C.R. 510, 45't SOUTH OF CENTERLINE 87TH AND 50't WEST OF CENTERLINE C.R. 510, EL= 21.435. SITE BENCHMARK IS AS SHOWN. BM BENCH MART{ (C) CALCULATED CBS CONCRETE BLOCK STRUCTURE CL CENTERLINE CB CATCH BASIN CONC CONCRETE ESMT EASEMENT EL ELEVATION EB ELECTRIC BOX FEMA FEDERAL EMERGENCY MANAGEMENT ASSC. FH FIRE HYDRANT FD FOUND ID IDENTIFICATION IP 3/4" IRON PIPE UNLESS NOTED vitminrtioz IR 5/8" IRON ROD TJWUSS NOTED OTHERWISE FF FINISH FLOOR FH FIRE HYDRANT GT GAS TANK LP LIGHT POST GUY GUY ANCHOR IRS IR WITH CAP SET, PLS #5243 PLS/RLS SURVEYOR'S NUMBER NGVD NATIONAL GEODETIC VERTICAL DATUM OHW OVERHEAD FIRES ORB OFFICIAL RECORD BOOK PB PLAT BOOK PLT PLANTER PC POINT OF CURVATURE PCG POINT OF COMPOUND CURVE PCP PERMANENT CONTROL POINT PP POWER POLE PT POINT OF TANGENCY WM WATER METER SMH SEWER MANHOLE TSP TRAFFIC SIGNAL POLE RS REGULATORY SIGN TMH TELEPHONE MANHOLE TJB TELEPHONE JUNC'T'ION BOX CMP CORRUGATED ME'T'AL PIPE WV WATER VALVE SV SEWER VALVE DMH DRAINAGE MANHOLE sco SEWER CLEANOUT PE POOL EQUIPMENT PAD >I VALVE ® ELECTRIC BOX O DRAINAGE MANHOLE 10 FIRE HYDRANT E— GUY ANCHOR ® TELEPHONE BOX —o— POWER POLE CURB INLET -a- TRAFFIC SIGN [o� WATER METER k LIGHT POLE U TELEPHONE MANHOLE O SEWER MANHOLE WELL TREE (UNKNOWN SPECIES) SHRUB OAK TREE (SIZE NOTED) r,�rna TREE MAPLE TREE PINE TREE BOU�tDART/TOPOGRAPIM SURVEY CERTIFIED TO: WAYNE KOZLOWSKI SCHULKE, BITTLE & STODDARD, L.L.C. REVISIONS BY i A.ADDED TREES & WETLANDS CCB 7/= / 1 CQ Q) 0 CO ko k O cq �1 Vi ® w x1 Lij > ZI Q'cil i = C� O r z cn Z z w ary ul U Q w a' E♦ w w� w G7 x U E-4 Q� C\2 00 - sty / DRAWN CCB CHECKED DMT DATE 05/11/04 WjALk 1�=60' .SOB NO. _ 04-1124 SHEET 3 3 OF SHEETS �/