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HomeMy WebLinkAbout1996 - (#9) Paving & Drainage Plan B Expansionk rHv I T4, rt... 1 eyc>,. as at.K- vt�t s�Taer� P. t�a•rL &-r rry rosy r R��ooe . moo. �v E,asl-,tom i �o � T 1!I W4L �','H Artly jUMH � E 7&r- �tsm �� Neg�Sr��� �-saLtsL� j"o frla.�rl a1y Err - r,re 'F *tO �t�t N H vt iJa�. K- ►J LIc„ r'l, � S•S C;NE"ri�l� 6 H�wW� `'I'T * T `=-mot' Ptze 'E rr Lr riE �dj' +r tr-'�.f ram. t7 AMC, e-n�G aFt Tu L t �' t �' . rO'Er�t at. �1N PQ N -P-.- rG r " d� Dr�vCalA a City of Sebastian j �- t2 W/ tMr Erteas v r/Ei�l�. Ar,r - y3 f rlv Q �• .o' �� i �` 15",+ H-l2` ,trN g My N -rz Wj r1iTSatC> E.r1P5 Post Office Box 780127 -Ar, EnD , ttip, 1 if"1 • -21.0' / a \` Sebastian, Florida 32978-0127 _r �_,_ ..... -.. r Z (407) 589-5330 A qti 41 �� i S latJS t`i - 24 yoh PO—ewe1% - q,14, ; 1 Z ;; w 1 l�` C e2 ri t e!lo JA S'i4&L9! F1,TM ar.o' 24' Pt..� x Rt-,I Sror y1zoti0. ` --.__ ._i q / '►� I' F. '� a re I 1l3 y ,t?9 0• 410 u� t►r.:�. rrr�': r o + City of Sebastian Site Plan % .., m o + ii77 f� ct , : ....: •-. ..-.. , ... .-. s ,; ' . r t , N Lt.lr'+ Water Management a: '','... - ... ..• . "`car .. x ' - 2 St John's River aI I District 40C 42 I I . - r.o .4• > .�, , E= K '- I 3 Q •ram , fL.:1tlr""vi.• f`s. - ,.v "'.. ; �S'. ,.. u.e., r. r. .: rf7 >.�r"•'".;TS ...._ ... v+ I � I I - � �I b 00 I ' 14 I 12. I ' I i •-- PP I , 1. I I I i I I I . 10 t` f t I,b 1 I > i mot • 7�•"ptNs I�" P►Nfi S r-1 A6- L t_ I F�L�12'r 14"P�Nd � r "R�•z ' la'FtNe N tq+ 1_. x I 1 NIA IL� �► I I Q j --»--•- K- E,� IS •� rt� �•r`I,s r r•••( L r I"i K. �E r`k� _ t •� M f Q f V ►�" r is„ I T`Y'P'� "G 1 H L-E �" V t2.01 [1,o N t G6� � I L rr•'t t cs O� PRo' oS � � " ' I I " I lip t ' k��_, ` 11 y �1 r•t H.O.GE �.F+�• qy ,�� I �+►f �(r i i" 5elQ' ` -7' ► Q w - ff",.'y�{VF2_ �� Y ref { I •. �� r�•••*.' '' � � � s H�r•i C.�r Gd �� � ' N I HTS Lz>e-A-T1 aN 4=::;, 1 ra- - Er: N Zoned - Recreation Total Site 265,000 Sq.Ft. 6.08 Ac. (100%) Existing Building Area 3,3uq Sq.Ft. Proposed Concrete Walks 6,cr'50 Sq.Ft. r Proposed Asphalt 37,400 Sq.Ft. Proposed 8,400 Sq.Ft. Total Impervious Area 55,11111 Sq.Ft. _ (21.1%) Total Pervious Area = 20-1,ZoI Sq.Ft. _ (78.9%) Total Drainage Area = 173,200 Sq.Ft.` I � e.t3L r- W W t t_i.- ese fzoti' I vE© .✓t a - �C r� _ - r P .. �_ . ..: ,... ,. , . ._.. > , .. , . - r.•i �.J � eta � . �� •e.G � � I � E 5 �ePr l n �• BE �,ie ./► 4 c� e-I - S r j'E.. rJRa i � i �L e 2-rti c�.ass`. -�"' "`—a i '-''' ':.;_` _. ..-•. w rt�R H2S Iv P-cR , Z7. _ ' r`azE",_',a,,H) ! . : r comes Hv-t WQ Retention Required 173, 200 Sq.Ft . (1N) (1 � /12" ) r (- Rs �✓ERA�E FLar..IS = 2� PE�•LE 14,433 Cubic Feet V • .-:� t 2 Gs rt K `Y i'+dlr.? C, •R I I 7 R[=1tL, ' i 2 i V« 4' 4 M udTT " „;., UL� t I `� - ": I 2. Retention Provided 70'(125')(1')+140'(40')(1') rlt 1'aH1c SrZE ; 19� G,oLLoN + 80'(20')(1') 3_- 15,950 b F t • --• x Y x —�- 4,— d _ -Cu is ee �I gRae FIELp iZe I�b Gr C ®So G / y , 04,1 G N /t�Ua l_ pas�i �. ,,..� �+Lo' '_'�o• � � � � e �.Tr�!'�r''I�►1 � ay`� No'��eac� 07 3. Recovery Over 72 Hours = 72 Hrs.LfiQ min'.)(60S) 1 Hr. lmin W 0 — 1 m 1 A I v I m 1 O e w Q Z Z X W 2 3 U w -+ to < W H < 0 0 A 0 0 6 Z wme W O N w U W O iE < ® W O O u F' W 0 VI _Z r- =.r VJ J D In < v i a i U 0 X 4 W m Ui O 1 -6 (7.9 x 10 Qla)(11)(15,950Sq.Ft.) Sq.Ft./Ft. = 32,660 Cubic Feet (K - Ref: Perc. Test from Adjacent Project SJRWMD 042-061-0332NG) Trees Along Barber Street a 273' (1 Tree/501) • 4 Trees_ Trees Along Atlantus Terrace • 45' (1 Tree/501) * 1 Tree Tracts Along Tulip Drive = 300' (1 Tree/501) . 5,Tioes Trees Along Fairfield Lane • 130' (1 Tree/SO') a 3=Trees' Interior Landscaping • 91 spaces (to sq . Ft. /Space ) a 910 S'q.rt. Trees Required for tnteriotr Landscaping • 910 sq:Pt. (l Tree/50 Sq.Ft.) ,a 19 Trees Ron -Vehicular Open space • 209,014 s9.Ft.(2Tr.ee/350OSq.Ft.) t� 60 Trees T Total Trees Required • 93 Trees i Total Trees Existing 55 Trees (Credit from existing) Total Trees Provided • 38 Trees 1n �I OL. li.t O V Qorrdoll Zee Mosby Fl.-Rec. MAY 161996 -SHEET I or 2- cfi 2--424- f3EN G� t•-� s�K._ Tc�(> aF ;2,,&-ILRon.c7 S�IKi= " J_ IrtTE-le-TI rj Tu rzrl r EflGE of Pa.-Er-iF_- ,-+T on NdRrH - f-FJEGT- PR�EeT'� - 1✓LE�nT'!oT'-i = 20. �j ti' N •G .�� � . 4 S' M-12. rs ern Ertcas \ of ilk oV 2I.o I�r� v �L►�_ ,�,y or�JtaCrf ^' 1 S (�L. �. 12EGR�PE �t'iG' mop t�GIS1 i1�� I ( u t brALliS AY,I S�Of'L"r �-� ECEdEL` E.r-i(�NoS.Is GI2o�s�E.•Ll.1C.� �iv�1/SLt= �C (� •tsI t� rh..i j-I S-r' ( I ' 0��❑L_._ I.1AVE �A"E- JIZ A S WIN X - 1,4 A- L ie__ r-tA►Zlc l`FGS (�E 2 \ I r1� F EBH P��Ee� Li r 1E - - - - - R - _ VOCELLE i"t�oT Ii'IPE rjo. 1134c� as irk -� Q UL I F' JOROAN F•' AV h ¢ cN iio Av i I ,s-� , „ J �� FOSTE-R, •. � i R+ (�� G f�� �••-Io.L K- I �� - - Lo'�i �T21 E GQGSS�^I.aLfL City of Sebastian 2Z' DF I"ems N-12 / wjr-ilTr;l�e� End �1M �u N-I2 wjr-i,jcr�Ft� �rir Post Office Box 780127 ' N It'1�Fstz 21.0' Sebastian Florida 32978-0127 aErt>;r� �-►rl� \ _ �u 4� of IS ��s N-Iz 211 1,.11C71a sOP 2 \n (407) 589-5330 �ti\' 1.1/ 1••-I I jE2�� Er1J75 �! ti\� P.�+-�. nl rt - � W rh I E ti,L, SfJ nLE FsT!-i . = 2 ! .O' \� 2q ` P+4� 0 x 21- I �To(� Sll�rl an 3 Ir1v.=Zv.oI `� �� - - 20- pop lyy,__21.o I'`"''=21•g1 3• ui Z,.o " I'`I '` ' 1. City of Sebastian Site Plan I - t� I ry22' 12 IZ SPf+. E >< Io = IZo 1�.1• '� s��LS O =� 12 Z�F ' �� �y''2 a I Q QE h i IOr'j n (fdvI I I 4 j I 4 �oN�rL Flub VI I I 1. St. John's River Water Management ZI.o FF:1 ~.5L.=zl.o' Zlo, 22.0 1 ��e. �•�L-- I District 40C-42 21 00 o I ZS 'vM<' 'l2. X - b -1 vl IG --" -^�''- Y i -J-pf l oo �1, t� 2 2 I - s. e I o = `I 20 S S I d =�`1 12 22 gl ' • 7 1 F_ Q 23� Z4'F,0 o I 0�1 I PNJE D CD D. �v\i� ow " ��� N �It�/�LIL 23� �!� WH L-'L STo n �7� \ I I �$I Ira LF_�EN g' a n U v f lys C�YP rGo L_ 2` 'L\ I 1 I 22.00 �22 N ti 2Z.' Zi.00 I .i. I x I 21.1 i I Irjv. = 21, f E�I�rI r iv �r�T• E5LEU�-p { I �r-la-Lt_ 12' IZ I = 13 ' i (�Z 'dz 1;7�22• 2l.� I NPrLa�aEp S�a� ELE/drlc�N 4 \'�'r'li' ZSI v� V p I (T 22. D �6v c�-true EL Ewa off Imo•-==--'�Ix �2'P' _ - � 1 - ` J t 'PIuL:• •'� PJt 1 "cagt3Ac: Pa n$ Q Z3.00 JL 2.6 W �L1 ( N Q ( Q Q t�IZG>11'1 c-��E �LIJKI PP I I 1 I Z I S c�aC N 3Cv0' A � W� > o I I I QW i x� ����Eo os��r 14''PrNc Io �i 2y N-IZ f^I� r'11TE2E;P E „ �- IZz- q I I •� � �. = zI. I' \� Nbrlc�l�o� �I�Ns � �, ��I � I l F,o- s fir,-.- - a`PINe „P 21.2< P� Q� G H o' I o I N 1� carave Pain \ I �.`,sr"'ice Z lll U ,� I I p�) A� tv�l 4 (2.G.{�" jZEIr1GEl7 cc�t ICE �1 x N � � � I I � � + �,'U ll__ __ �c�•I.ti-1 r.i 1. � f-t IC. � E� >= I � , �• ��• � I r I �titi' Cr f3E tzFr1� E x �x , I I�� � \ � L\A �' G.M. G'o22d�P-�E-f� I-'1G'�/s•L I�E�E, % 21.E J Q 14 r I I I A.� I �Y-1E12 I pl E 0. I Z3 0 12Er,oI r+� o o 0 9���µTEal)ELD=N I I I I- ++prlr>1c� _ ,c� o� z U Ey' Y I l l d 11 4 It I I _ _ �^ I � LEr >Id� = Zz.�' s 1 Zo I I I rziw f �ABgAL6 MS �( 1 � s I--- ,i I � ► �� Vim, N V TO o cn 2 I pp I �S1N/�.caE n�zF/� w 3 N ! I S tip.- ,yti• � I n � I �t, '1 4- 3Z ZS 20 431�01 11 1 0 �9 G N (IX I 24' 21.E INS - :• � I rjv 21 -g' 21.v' •� N 4LJ o J D J W L d U_ 3S1 I U � 00 0,^1 T . p N-1 I....Vt'�'r�F� EINl �'T i✓er'I.�I--1 � 2300 +:'0" I Z2.gP � Is"cpge- <To r-1cI rid c LsTm=R- C--jo 2r ne,,I H 7X CAL? 6 PY U M I TS 9 t 0.' ' Imo" Grai3�At�� V/�.v1 I o2Ev \� Qj `` o' \ iry+ ---- -�OL�S N x I � c L. / X-_ e! 2 ------------- Horl�Ica �1Z i .. Tce rz ��TaBI� WILL 131` ���'�� Ala PR>�� Gou I,.Jc Ee s Sr�M. ��w �.GE, r�l�nsol �+IaLL x ° z2:7e cY ,r -( G�r�i- ii �E IG ` - _ _� � .• _ _ .,_. _ . � .. I /IA. lam- f' T VA - IZF . 12. Htz-, to r- � E 23. XIST-, - I-t N v p ( a✓�czaGo� Lot _1s = 2� ` _- • I V 1 "S�Q'� M�E(sl, 5Lo6 Q I �I F �- 1L' L . dF.F 22. 1 I 1<QL.I e D r G Tr-i K. �,I E, I `j Gv l.o N 83._4 2Tj -- - Q :, rzal CIE p -iZE v G �o.�, !S tii D ri L rPt7 r, \ ti \ 2000 �. G' b.L pos f r1 v �ti ry �N r _ Z I+ + *\ / u I 3 I�(Oc6dLLo1� � �- �E('T 0 {� yati` por}-4A.M��- p� N'�i''2•rjr-�.�- �LJ4.L.� ,4�. PJ_IC'r{ - I a rf rtr7 r � r F3cr�S 2� �. r. EDo l a i I FP¢dx l r-t e.jE i, Y Co 2 ' r e E r No� F} �1oL1rH U E� r \ ( / Golzi'1E2 01= S.L1gJ)=ter P��err ELE��s1-,ory = Z�i,22 ri.�.vp. } x 0 + I f 4- 20' '` C) - FIDE I FiYpQv I T II Er1t7 `-��Jt�LE (-To ROE ---H t \q �2` 21. .E ��.Lo LJ.�4� > � p•r ��6 + g LcNG !� P n( t- . 0� o•UILP_o E� 5 55' 39 , �., W 1 I v' tip. ti\_ \ `'$3 ------- t-------------,A ------ IQ� -------- x1 - ti. Jrq�-bc- *Ar- l{pv!L \\ A Tl.._ A �J T U E> °LP \i I I I I f 1 1 I •.. 1 48 HOURS BEFORE DIGGING CALL TOLL FREE IN8004324770 U.N.C.L.E. UNDERGROUND UTILITIES NOTIFICATION CENTER It' isr q / G C__. \ �� 1 1. All plant materials shall conform to standards for Florida C._. I I I No. 1 or better as stated in "Grades and Standards" for I I I I nursery plants. f I I 2. All landscaping shall comply with the City of Sebastian's Landscape and Tree Ordinances. 1 3. All landscaping shall be irrigated by underground sprinkler (1 system. 1 aH ti '.&_��I H � T-,o. 2EQuIZEp i Zoo Sears i SPAcE� �SE.o. � I-i aT-1f71 GA. ��Er> b f BASS 4V 5 Z NBLUE OSWEfZO> AV a WE 0 VE P S--- y,cF a W in ISLAND ST - ¢ AV DOLPHIN 't AVE z o " PQ e AUTUMN TER AY L 14 iARPON AVE !! 13 AVE 2, T ¢o� - ➢ r CANS OlE Ayg) a SHUNT KAsoEn ; 1AMACIA ff I CIR W Y Y AVE P 4 05� NDALL AY 1- AVF V_ RIVER A AVE O+ (\ JR Dot _ BECKER 4 p�1 �( 9 G IR i 9 4 y LLAMINGO g _ Z a HOLDEN 9 y XX cc) (9(9 tiP F,9 a0'A, CIR J m a W N AY N(C1 Cpp S` o V0 ! �t1� ev PI N T.IRILARY OEM SF' %' - t P yy VONct- i CLAIN��, (ADY FEN .1 1 CANOF CIN < 8A Ely •Ar It�/h SS (+9 ys� 9�9 t",y 0P y?•P tE o �Rp s wmt E n Illy/// •l��-�" PO 00 9 '% �9 eP � AVI Et00B E e SINBOAF FEN �SPO GF. y <a oo ELF °' E DORADO (� y ' N V J 1 P•CVP ON ! �y •v �. • �Ea (_ 23 -! a a- d 0RRL Q� C!R GENESES AVE ,o yl/ OA 124 S P !9 N H -CARAVAN TER 0 a (GREENBRIER AV C `. Y ��A1 9 a - (I Z o W V Q'O P t�4' o 0�� O Z W rUl,f $INEAM AV 3 u s BA 4 P00 O�S'�\ P F 99 F� 9 �yo 'm ` V Z �¢ c �MAJ STIC AVE ¢ BAfNP 6`ryLPS�_ ����s� 9 9v �Bp 9yy F99". Z MONTRO E AVE QyFP" E. F,9� 9� J�• �(( ._ 3 U W < rn � �`� � C8 O�OV ! T q CN �.- m � � W f' Q (' O E � < 1 Pi \� SWEfT&1Y �V I 1(.$ O'f \aG !9 9 P!1 F,�, 9� 0 W = Q U Wl( if 1 BN AWAI C` aP�/%jZ _AP��n��r �� . o o U 0 a or-4 rl Zoned - Recreation Total Site = 265,000 Sq.Ft. = 6.08 Ac. (100%) Existing Building Area = 3,3u1J Sq.Ft. Proposed Concrete Walks = 6,0250 Sq.Ft. Proposed Asphalt = 37,400 Sq.Ft. Proposed 13ASK6TP5.LL. co0¢rS = 8, 400 Sq.Ft. Total Impervious Area = 55,110ISq.Ft. = (21.1%) Total Pervious Area - 2041,Zol Sq.Ft. = (78.9%) Total Drainage Area = 173,200 Sq.Ft. 1. WQ Retention Required = 173,200 Sq.Ft.(111)(1'/12t1) 14,433 Cubic Feet 2. Retention Provided = 70'(1251)(l')+140'(40')(1') + 801(201)(11) 15,950 Cubic Feet 3. Recovery Over 72 Hours = 72 Hrs.(60 min.)(60S) 1 Hr. lmin -6 (7.9 x 10 cfs0(lI)(15,950Sq.Ft.) Sq.Ft./Ft. 32,660 Cubic Feet (K Ref: Perc. Test from Adjacent Project SJRWMD #42-061-0332NG) Trees Along Barber Street = 173' (1 Tree/501) = 4 Trees Trees Along Atlantus Terrace = 45' (1 Tree/501) = 1 Tree Trees Along Tulip Drive = 3001 (1 Tree/50') = 6 Trees Trees Along Fairfield Lane = 130' (1 Tree/501) = 3 Trees Interior -Landscaping = 91 Spaces (10 Sq.Ft./Space) = 910 Sq.Ft. Trees Required for Interior Landscaping = 910 Sq.Ft. (1 Tree/50 Sq.Ft.) = 19 Trees Non -Vehicular Open Space = 209,014 Sq.Ft.(1Tree/3500Sq.Ft.) = 60 Trees Total Trees Required = 93 Trees Total Trees Existing = 55 Trees (Credit from existing) Total Trees Provided = 38 Trees I MAY 0 5 1993 Qondo 1 C` e Mv1 U Z LW o ito 10) QCr N W W m U Z z o ,� o z Q 0 9►A 0 O J a�toQ1 UT In W Z a m Q O N z U 0 X ¢ W m U) O 1 SHEET C-I of 2.. Iq2-�241h C2 met - .YYY.iYYY\ �i.YY ra P oP- rya+ L Ra^►cn w>-•I Ke., AT 1 n T rI fri c-F /H.tB=s.T F-%W*. r&rH arty N+� Tom' Evera. j"R.s1° P "r _ F.L.Ch/A—r.PH - '20. 5' N.G. r✓. M . N - M. W/ r-1r omp a r-io-. 10, r, IA ric? )-el 4P �+ w �A x t I f3f`r1. ML = Z1.o' o• • I I e I I I I I I�og ,A i 4, I ) Z R'-H icG'eas' iHt%'l..c t•i+m.:►'t�ai„-�. • � p ti J 71 411 NA Nj I� rbp i1 I ' nm ��• IMv I I � vR _ 21•u 2-Iscr. sac.. '��BC 2;1Pilo �' >a15 'C101�1► w I 35 3 i "C:�wATE ftA I _ 4�1 . I? -t Cc S N - rlTssw6b E Htes AP 00 .,.1 �,� M°' +�• �T per ��*�'j'" i� H I I cx.�c cPX1Tk!R `Tel Oer,64r+) I , • � aPPt�x• cti•b'P't L.IM�'C� tt�" ciM6+,+a6ta 1 I ' cAA&ry UMiTs J •. fee LL I I q �,V t, AA db q4 d c owtc . 41raw `� I ( f I I 1 I I t 48 HOURS TOLL FREE VVON4324770�� W, . ` . # t UnUnES 7 CENTER LL- � n • i9"P+N& r •SMa..LL - IZ • ro RNr I 'CAOSA&W FM 144►�tWi • 1 1 1 .l I!> Pink N 8� rr.J�AE zPr rP- y4. o Z3. o I2Ee_->oe&CPe ,ertr.7r> . _ ( I .I I G7L-j City of Sebastian .p 15fi't1�5• e.,.. „_ . _ -,s.,, .,.. JtZS' MAIN ST Sebastian, Florida 32d)S6 2A" WeCAS —O 4A4 "'�--'--- A944 589-5330 Is&c:: fV4 r, ML rt 1 �� ` ski► nF� �,,�, tiG -----* 1. City of Sebastian Site Plan NII I2. St. John's River Water Management '`� I I I District 40C-42 I I 3. H2S �Er..Ja�� a osvL_ �. TO �IK- EL. � P�It I I �A-w�� INS/. I � I �,'LI Er�i��-i r1v ��•r GLEU�Iot`t (iT ' y,o 2 'z: D I Z1. e �Qsesp Gc^�r }1-vLl2 E� L6✓d-y 1ZAATIF t'z.�.p riaT,&-L r1 re 4 Lil � � -,.- x- E,� IS T►r-1c.� �+-Io 1 H � r n �. F� I-Ir✓� ;Z/ i•J 2t._ H L-A a ' i I I � � � �'�j aBL �.- W aj-�•2 w i L.L.. PSE (�2a✓+c�EC> � a Pf+"�r�!� � _ o`i � I � I �/ Gnu �Jo�'ee s-fsr6rl. �i= I.J c�GE. ca�oso� �+•�a�t_ AU 61 ti DOM �L rA.H u ere w '� 3 j G . r2l.JA- H ; 300 �41 j d „ oe,F, END ��I�LE IL AA ti u IV- f T• E RY r-z.. G E �• I I II N i ( i II I r-IE,orL f- r ' i = I Ga L.oly ��4a1�Ep �E IG rari� SIZE a 19cx� Gc•LLoN DiaA4 ri o. Fs Lp 2 e r I cy L9 rpr,, Z •Zvoo �. r . � p+Ja L., pe•s i h � Cur Im N114t,F H,f>rzrH" M-sT_ FLaricn••c. Mw L-T caN FI RG H e.rF.a�1Md,.rrt,,.L�:. C.�HER- � StJ6JLcr T�- ELEvci.r-IoN '� Z�i.22 H•�.vt7. �rzoPosEp La�esL. oaf � rc,) ,O;rw rRoPosEC� dLr-t TrL��- i8) rof2 �o+�dsE� �A� rtYtZti-E (14� 1 1. All plant materials shall conform to standards for Florida No. 1 or better as stated in "tirades and Standards" for nursery plants. 2. All landscaping shall comply with the City of Sebastian's Landscape and Tree Ordinances. 3. All landscaping shall be irrigated by underground sprinkler system. eo-r -5 F-A`— • VU '� µ ■ . _ may' " 0 00 wiw V •. t 11 1 CFI i Yr r.��i H fs 17ivIcc 1 Ta- tic rzz- Zoned a Recreation Total Site = 265,000 Sq.Ft. = 6.08 Ac. (100%) Existing Building Area 3,3c,4 Sq.Ft. Proposed Concrete Walks a 6,tr50 Sq.Ft. Proposed Asphalt 37,400 Sq.Ft. Proposed 6a."&T&".L. ee tzTw> s 8,400 Sq.Ft. Total Impervious Area 5*..111 Sq.Ft. _ (21.1%) Total Pervious Area 2011,2,01 Sq.Ft. _ (78.9%) Total Drainage Area 173,200 Sq.Ft. givi Sc C%2�.1 tyAtGL•- Ga Lc.,J �� Io�S 1. WQ Retention Required - 173,200 Sq.Ft.(ls)(1i/l2") 14,433 Cubic Feet 2. Retention Provided 70'(125')(1')+140'(40')(1') + 801(201)(11) = 15,950 Cubic Feet 3. Recovery Over 72 Hours 72 Hrs.j§_Q min.)(60S) 1 Hr. lmin -6 (7.9 x 10 a1a)(11)(15,950Sq.Ft.) Sq.Ft./Ft. = 32,660 Cubic Feet (K - Ref: Pere. Test from Adjacent Project SJRWMD #42-061-0332N' Trees Along Barber Street s 173' (1 Tree/501) - 4 Trees Trees Along Atlantus Terrace : 45' (1 Tree/501) = 1 Tree Trees Along Tulip Drive a 300' (1 Tree/501) - 6,Trees Trees Along Fairfield Lane 130' (1 Tree/501) - 3 Trees Interior Landscaping a 91 Spaces (10 Sq.Ft./Space) = 910 Sq.Ft. Trees Required for Interior Landscaping a 910 Sq.Ft. (1 Tree/50 Sq.Ft.) = 19 Trees Non -Vehicular Open Space 209,014 Sq.Ft.(iTree/3500Sq.Ft.) • 60 Trees Total Trees Required = 93 Trees Total Trees Existing s 55 Trees (Credit from existing) Total Trees Provided 30 Trees -1 ) 1519*"3 T-�21 1✓ 6- Zo Ply im o S a % —INIMirlon � 4 —'� Q W Z u Z $ Y u W W 0 n�u o 0 U Z Ui W 0 4 W U n 0 � < o$ U) U) � 0 3 W IA a < i c z z U v m 4 W m U) Q 1 I] W � U�o d�U N 4 �- d dam. w • 2.c'.yP�t_s•-z �''R��+mm'ip = �Z iZEe'..�t�f� SHEET Qo�rdd 11 Zee Mdsb y fl. Pi E- 1* ??.3?G 2 - 4 24 w F t� n i`iT !I� rlAA r,*rJE r-y ✓ 'TlG Tv SiFo�1✓� I� d�+d�•�TO T-tf� P�'�Tai�ILtZet� �-GR� mew e:1Z �' z FIW-Pl p p�3+ FTv. -r- I er,7 uceT� - �" LEI-It�tp NOr6 : 4efer to f. d. O. r Qoodwoy E rroffeC Oe&gI7 atondords 4?dex 40 72 for oddlteo' 0o/ le7fOrmot10n, O d 0 B o O 0?1 Concrete to be 3000 e. 5. I. PLAN VIEW Flow L/rne SECTION B-B z log Pr�Ec-vc e W o t, N c�SI.Jo LE w --.a 22. I /1'I�rG-} E�I�iTI1 iG �•�' GfL.�VE I I+11 21.on ►i N t-F,dL �.•fi t�l U p I L Co,�lc����� �,�✓ r� �,L Tr_;2 -} ®-E. I ® r IT-=, O z m O �� GJ�� Ir11L.1 • I ' ��•n' L�rll: See P10n V/cw -2 2' Lar- Ole hIAL� P01ZIt�Nv flWvL` AASLr- pbak�N� (7A%mW-4 •I� P9,A- A.ISL P ING. 12E "I�vr} o-fzL`o � I��-NIA S-I �k� /1=f.� � .. . • •-. :.. ' -broom ftc7tsh 610 � � e t°�rua �xltT�r-iG Pc Ill 1.0" ""- rib u+ 14 e a _ zz..a> /� ICJ (.4 ICI Wi_/r/O% %/� , v A - 4 y a A e 04+ . a �. I - '- _ 'Cs ZZ.� ZI.W L. Ploce 60tilOM Ol' Sod 9" ?"'urrrecnforced Correrete - - Z�.. �� ,,,t Urie• FLLJr F_ below" eor<►c. surfoce 1000 P. S. t. Ire1 L � `� UJG~xJ16.J b pabyE , C �G I G ou yT6oIU2� �- f�/cl41. a Cs E.0 I �'>♦ ol®i N ri T'� T l- � I � V_- �-r r,6. NZ e ri E_= H Pov�tr9 Vorles For Elevoeeoe7 (.6ee s� tc Pion sh t C-1-� SECTION 2-2 r n to Q � O Gr QACQ �iI G•� a . lN;W.F. tr v p • s v •'q _d 30oo e S. I. 7ypc Cvrtcre to fir. F. D.O. T SECTION 1-1 swccifrcatiorzs PLAN VIEW �o��;2E . N rS L L_l rj E__ C-,>E I L- 48 HOURS BEFORE DIGGING CALL TOLL FREE ImS004324770 U.N.C.L.E. UNDERGROUND UTILITIES NOTIFICATION CENTER Q rlTs rI Ts Nr5 i L �T-a ' RU►rl.t cSR C�,1�tt� �� Sn Gr �I�T G•�. 4• r f�• i v�T40l.1 DOSWO CHAMBER A. ALL ELECTRICAL COMPONENTS SHALL MEET THE 87"ANOAMPS OR TNENEC ALL LOCAL COOES. B. CONTRACTOR SHALL SUS/H/r SNOT DRAW//VaS Of THE SEr T/C TANK SYSTE•N M THE EN4/NECK FOR APPROVAL PR/OR TO INSTALLAT/O/V. ALL 8G/SST/TUT/0INS SHAL L 5E APP/TOVEO SY THE ENONVEER PR/OR 710 O.TOER//V&. C. OOS /Ng CHAMBER CONTROL PANEL SH4 LL SE BY STA -CO" INC. OR APPROVED EQUAL ANO SHALL /NCLUOE T//E FOLLOW/N®: /. IIS VOLT Tdr/NO' S/HOLE P.NASE. Z. ALARM LIGHT WITH RESET. �'�' T. S. HOA SITCHES . 4. PYJMPL AT�*RNAT/NO RELAY. S. MOTOR SREAKEITS A/VO STARTS TG . 6. L/OHTN/.VO PROTICT/O/V . 2-2'XIrALC/M STRUCTURAL TUS/NG RION WATER ALARM L/®Nr CONTROL PANEL S UPPOR r 01 CONTROL PANEL - NEMA 4 4� pvG VENT ACCESS f/N/SN EL&VAT/ON �ATCN Z r 9CH000LE BO PYC CONOU/T FAR BLOAT CONTROL f MOTOR CAOLE.S P/NIaN SRAO` SUR/EO ELECTRICAL TO 6E /NSTALLEO SY c DEPTH VAR/E8 5L. - 2.2.�i� &1AAVAME CONTRACTOR M NEAREBr CONNECT/ON d� I L E SEE S/ PLAN ��� TERMINAL OES/GNATEp BY UT/L/7"Y. r r r 70 F/N. GE.oLI.,� 1 1 1 �4 NANQER r/rE fOR c r - - �r/ ��� rrYr�i' � �iil i♦;,.'���r � •fir �/ .' �:i r /��iii. ,�• w r-�c.v.:a .. s- - r��i� r•Y f •✓ ♦ • r 1 - • .;.♦• '/ T -� • .♦ r.1�•/ f .. i.. I / ..+ter t �: ,. ✓4 rj./I JI�IY •I�1I � �},r�.A1..r 1.•�rii.r �♦ �.i � ���i �aI+T.L' �.. r� rr r.Sr • .♦r.r T .• ♦. � - � .�, i, tilt -/ �I�I .�✓r rlrYJ ..1 �Y� I. I+�.�r ✓r •I. r �i:.f i�ri,+i r.sr � i,/�..+ fw r'�t.�r• � •. ri w. .'ir .ELT tii. I'�7::r��1✓�.rr.i✓f.-orrr.aa.ai. r �. L ��. �L �_._ ra �Lr.� � i�-rig �SOA. ItOMPACTEO G',PVC -E1TF0MA-rE_ V4*'rO Z CLSAA1 VAA//41�464.0 LAA4/75 0.v EXISr-MIQ C(-.cAv _ r , tl TS "PYC Kr PRLEti<OARO C®/' �•� PUMP REMOVAL VENTSP CExceEVB IS % I TGE NOLO/Na CAPACITY) - _- - -- Qt//CK CONNECT SLIDING COUPLQ L/Q/J/O LEVEL LEVEL k$ /YZ,49.V. p'COX LSEPT/C N OLS SEB St'K r LEVEL CONT TO ASGORrT/ON 6E0 TA/V.K� (SEE S/TE PLAN) PtA.H/SN WATER At /Yt r PVC O/9CNAROs PIP/NQ X PUMP ON ELECTRIC CASLQ FROM PC/MPS .f =Or O/A. POSIA0 CNAM�E�( PUMP o�*F 3 ALTERNArE / • C.VECK VALVL 0 - RRE-CAsr CONCRETE "prnc TANK DO9/N® CNAMdEA! (/•'C AfM 39O PSI • t® PAYS) : m C O C > G»s lA/3- P P 'ram Il 7 („pIF1 �I R�I.tp t AaC4* 1 yjttll4 -i Hps �� IP T I C T 4 i7> I H e--:;s H &*r'1 r=> r_� GF_HF_PAes-L rl a�-s 1. CONTRACTOR IS RESPONSIBLE FOR CHECKING ACTUAL SITE CONDITIONS BEFORE STARTING CONSTRUCTION. 2. ANY DISCREPANCIES ON THE DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER BEFORE COMMENCING WORK. 3. CONTRACTOR SHALL OBTAIN ALL REQUIRED BUILDING PERMITS BE- FORE COMMENCING WORK. F6Ec, V.J,LL i3� LJpI/Ev. 4. CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL CONTACT ALL CONCERNED UTILITIES AT LEAST 48 HOURS IN ADVANCE FOR CONSTRUCTION OPERATIONS. 5. NO FIELD CHANGES OR DEVIATIONS FROM DESIGN TO BE MADE WITH- OUT PRIOR APPROVAL OF THE ENGINEER. 6. ALL CONSTRUCTION SHALL BE COMPLETED IN ACCORDANCE WITH THE APPLICABLE ORDINANCES OF THE CITY OF �Eb�a�r,p,y, FLORIDA. 7. BOUNDARY AND TOPOGRAPHIC SURVEY INFORMATION PREPARED BY DAVID M. JONES, PROFESSIONAL LAND SURVEYOR, DATED 11/25/92. 8. ALL DENSITY TEST SHALL BE PERFORMED PER AASHTO T-180 METHOD. 9. CONTRACTOR SHALL SUPPLY DENSITY TESTS TO ENGINEER ON ALL SUB -GRADE AND BASE WORK. 10. SLOPE GRADES FROM ELEVATIONS SHOWN TO EXISTING GRADE AT PROPERTY LINE. 11. ENGINEER SHALL BE NOTIFIED AT LEAST 48 HOURS IN ADVANCE FOR ANY INSPECTION. 12. ALL TRAFFIC STRIPING SHALL BE APPROVED THERMOPLASTIC. THER- MOPLASTIC SHALL BE WHITE FOR ASPHALT AND YELLOW FOR CON- CRETE. 13. ALL TRAFFIC CONTROL DEVICES SHALL BE IN ACCORDANCE WITH M.U.T.C.D. STANDARDS. 14. ALL AREAS DISTURBED BY THE PROPOSED CONSTRUCTION SHALL BE SEEDED, MULCHED AND/OR SODDED. 15. CONTRACTOR SHALL REMOVE SOILS BELOW THE BOTTOM OF THE TWO (2) PROPOSED RETENTION AREAS TO A DEPTH OF 19.0 FT. NGVD AND REPLACE WITH CLEAN SAND (TYPE "A" SOILS). lu. cow r ��r� �-,' H A•L L � QF sPory s r�l�E � cor-I sr�il �•�10 l-I Srs�c.�Nc� �� sF-•6dLL �Ro���E AS-BLIIL-r � r�IZdl.�,irtvs l�im¢jlFl�p f3'f A. FLo(tiC�,ra 2E��sTSRep SLJ2`/E•�oR.. Qoodoll lee Alosby (-'l. PE. -1 al n I v l acf 0 w Z Ill w z 3 < w A 0 Y u W I U w H < 0 T w _5 < U i1t V Z u 0 LW to r a (3) ¢ N W W M W ::) Z Q U o 0 W < O i I` Q o In a a V W z m N 0 0 Z 0: Q w m m 0 1 � J �Z IA !X 6 V SHEET C- 2 2_0F Z of 2 13 w H 0 U,r GoG: u I ryA P.��E t�-43'✓ P�fl--i1G G�� TC� Gtb'7o �r VeR PJ'��T1�3tLt2t� �Jt3-G HT" If�O1..I�tE I �i'�t.TIG bu 17T,�-oiUz v 5 ,�- /Jr- IGI/ C�`�Tt-rst f�►+/o� roe, fa->t cgnj�-T� TO 98ak. ram- t�.�ati`5 r,EiZ Co,� IzE T� �,d✓� r�1 U .d.L T-r. w-H d T- E-; ��-Ou 11111..•1 CtoF� /FLA4J e-,*4' fz ��tf , +cCi I►.J ► A/ Ll Poven_q Vocles _ foe- ElevotIooesce Sttc e0loC;t 6t7t C-0 SECTION 2-2 0„ G. QxQ G(G� d W.W.F. d 300 D P. S.I. Zyp e Conce-e to 0 O. 7 SECTION 1-1 5pecefecoeeO06 PLAN VIEW /x\ L LJ r - nEL- N ps 48 HOURS BEFORE DIGGING CALL TOLL FREE lm8004324770 U.N.C.L.E. UNDERGROUND UTILITIES NOTIFICATION CENTER n Ts n Ts See f'lorr Vlcw OCOOrn (-trtesh Ploce 6ottorn of Sod 3" Q"unrc�nforccd Concrete below conc. ,surface 3000 P- 6.1. n T5 4=::;7I C7EW,d L V_. .o'r" � 9 E Et'-j #4 nattje:.L �r �L�t1b X7 -� Is T #4 y(-e LD�•�!9 #4 oNj t✓L G.�'il O7••� Norio : l?efec to f, 0. 0, T Qoodwoy E Iroff�c Desegn Stondords 47dex oddlteono/ 617forr70t10n. 0 o _ � B B - - -- - _ G A _ All C00CCetc to be 3000 (15.1. PLAN VIEW N� C SECTION B-B I r' E 0- F_ rl-> e I-t c> <::::;7 T- t e-,> (� ' ofL a-T L rid 12so' z2' 20 20 -2 2' I �d v a M22 au} E,�I�rrt yob 3 _ �i�c'.�iT G•B. f! '�.e plM S1M M • .I ••1 . Ir ark IriLF_ r - •' • •+� • �(<i ��J: �%'� �: r: F- T lT7i:.'.� r rI' •✓I•}A l�Ijir.�`•; �•.+•.li�+•IIJr J �•�i✓i�iii%i.II i . 1�i�'j�%/i ,ri:��•�Ii `1 js • ��IIII �! • •r �i n'1�✓t�1fr�r.�-a ����rli. gojvr 7� rrr•r r r r i rr ar�rrrrL •,'-ii +• .�• �.!✓rtii• J i�.rr �„I ��il��1 a�• T /.��r r• • :i. Yr i� � JtI 1r�. �J1�Y IIY J� i��•ia� r 1d r�r }i.I �'Ir� i�r, ��r..�r •✓ir=,i N• � -�rr� .':•riil. �r / i:il:rr iil%•rli . •�-�71rs4tb`a:�rt�.�L�r . 7i ••:• I+�..� •r r rsrirriiiii �r ram-.• •q.�`. +r+iiti� r..'-.w`atr.av wr _•d �I•i��ii ..7 �• H t�ol L Ec. rt T�s pOSINO CHAMBER A. ALL ELECTRICAL COMPONENTS SHALL MEET THE 9TAN0A1T05 OR TH6NBC ;' ALL LOCAL COOES. B. CONTRACTOR SHALL SUQM/T SHOP DRAW/NOS OF TNF 94rPT/C TANK 9Y9TEM 70 THE ENq//VEER FOR 41-P.TOVAL. PR/OR TO /NSTALLAT/ON. ALL SU,99T/TUT/d/V9 SHALL QE APPiTOVEO DY TWO ENG/NEEK PR/OR TO O.TOER/N6T. C. 009/1VG CHAMBER CONTROL PANEL SA/ALL QE B}' 97-A-CON INC. OR APPROVED EQUAL AND SHALL INCLUDE THE FOLLOWIn/O : /. //S VOLT TA'T/NG' S/NGLE PHASE. Z. ALARM LIGHT WITH RESET. 3. HOA SWITCilEB . 4. PUMP ALT�RNAT/NG THLAY. 5, MOTOR BREAKERS AIVO STARTERS. 6 LiCiNTN/NO PROTECT/ON. Z-Z'• Z' ALUM STRUCTURAL TU3lNB WON WATER ALARM L/Q/✓T CONTROL PANEL S UPPOR T CONTROL PANEL - NEMA G 4' pVc. vENT ACCESS HATC!/ Z 9CHEOULE BO PVC CONOU/T FOR f/N/HH ELEVATION 6L� FLOAT CONTROL f MOTOR CABLES P/M/SH BRAOE BUR/EO ELECTR/CAL TO 6E /NSTALLEO BY E L , 22 g I MANh0LE CONTRACTOR TO NEAREST CONNECT/ON DEPTH VARIES COv6e(Qft/6E 7ERM/NAG DESIGNATED SY UT/L TY. 3ES 9/TE PLAN M P/A G�A) flow (tome Z lo' O � P�o•>7a e C W o G�St..10 LE W LlE2 21.on PVC !rl PREF6OAR0 NTQO CEXCEE09 /6 9'e CE HOLO/NG CAPACITY) L/pulp LEVEL �SEPT/C TANK ('BEE SITE PLAN) PRE -CAST CONCRETQ ssl rlC TA IN P 0091NG CHAMBER •4 3000 P9/ • 2d DAYS) VW�--�s Q (m WQ N MERCURY LIQU/O- SEE c6rm CCC111 LEVEL COMTROLS H/GH WATER ALARM a y ' �� PUMA ON _ (('' PUMP Off ALTFRNATF — J HANGER P/PE FOR PUMP REMOVAL P(JlCK CONNECT 9L/O!/VC's COUPLE /Yt'O.Y.. e5ox TO A590RPTlON BEO —/Yt' PYC O/9CNAROs P/P/N4 ELECTR/C CAQLE FROM PUMPS —¢'-O' O/A. 005M.W CHAMQE.r /t"I' CVECK VALVE ilt�/litf f e'",+f A pit LYO Ir e*_, i 8 rem -rc� t 1tJ�srP �Jhl. ':::�F= PT I <= 174:> l4:-"- At:-H T�� I N G N •ter--�>�� -_. �E,G IoN I P.� N N7t O z m O G2 8 II V "ja T tzETyc lTlvrt e•V-Bo "jT-� TIric,- PLlLA-r�o k3 -2-1 . o I 2t.or � Go riG � � Lit rt E r-+ Ts -I alp►► QI tr v �p -j �' 0 0 0 w l Z Z Y w u 3 u w -i a a w F- < w w _ < U 0 0 0 O M U Z wtD o N W W R1 W Q U41 W Q 0 ccr) 0 lO 'L VJ z �: i QDIf)QV In tr) W Z v m IN Z o 0 Q W m m G F_ N E12a• rI a S 1. CONTRACTOR IS RESPONSIBLE FOR CHECKING ACTUAL SITE CONDITIONS BEFORE STARTING CONSTRUCTION. 2. ANY DISCREPANCIES ON THE DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER BEFORE COMMENCING WORK. 3. CONTRACTOR SHALL OBTAIN ALL REQUIRED BUILDING PERMITS BE- a FORE COMMENCING WORK. I.-4iLL 1�5•-F_ ►JnI�E�. Ai w 4. CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATION OF ALL EXISTING OL UTILITIES. THE CONTRACTOR SHALL CONTACT ALL CONCERNED /A UTILITIES AT LEAST 48 HOURS IN ADVANCE FOR CONSTRUCTION ^ U OPERATIONS. �l 5. NO FIELD CHANGES OR DEVIATIONS FROM DESIGN TO BE MADE WITH- OUT PRIOR APPROVAL OF THE ENGINEER. 6. ALL CONSTRUCTION SHALL BE COMPLETED IN ACCORDANCE WITH THE APPLICABLE ORDINANCES OF THE CITY OF SEtSs��-I�ly, FLOR I DA . 7. BOUNDARY AND TOPOGRAPHIC SURVEY INFORMATION PREPARED BY DAVID M. JONES, PROFESSIONAL LAND SURVEYOR, DATED 11/25/92. Q 8. ALL DENSITY TEST SHALL BE PERFORMED PER AASHTO T-180 (1 METHOD. �+-- 9. CONTRACTOR SHALL SUPPLY DENSITY TESTS TO ENGINEER ON ALL SUB -GRADE AND BASE WORK. 10. SLOPE GRADES FROM ELEVATIONS SHOWN TO EXISTING GRADE AT PROPERTY LINE. 11. ENGINEER SHALL BE NOTIFIED AT LEAST 48 HOURS IN ADVANCE FOR ANY INSPECTION. e 12. ALL TRAFFIC STRIPING SHALL BE APPROVED THERMOPLASTIC. THER- MOPLASTIC SHALL BE WHITE FOR ASPHALT AND YELLOW FOR CON- �- CRETE. � 13. ALL TRAFFIC CONTROL DEVICES SHALL BE IN ACCORDANCE WITH M.U.T.C.D. STANDARDS. 14. ALL AREAS DISTURBED BY THE PROPOSED CONSTRUCTION SHALL BE SEEDED, MULCHED AND/OR SODDED. n� 15. CONTRACTOR SHALL REMOVE SOILS BELOW THE BOTTOM OF THE TWO U t` (2) PROPOSED RETENTION AREAS TO A DEPTH OF 19.0 FT. NGVD AND X REPLACE WITH CLEAN SAND (TYPE "A" SOILS). lU. Gort 2•s� �R �H of �- PSE �2ES aTys�PSL� F.�R cvris �Ll� oN t T T P r P �rdKl Nc� ,a-•Ir::> �-TIP'Ep 13r Flo21r�,s rzE�lsT�2c,v S�Irz,'EYc SHEET ` MAY 0 5 1993 2.0F Z. ,l Qonclo 1 ee Ae? 'sb y -q 21} { 1• V­ e7 0 _�Llztv / / " AIC:3 r F4 ts- L, T­ r-4 ems`_- c:�> �!_ r,&. , L _vocle5 Foe- �eevo"4?0,-7(6f_- 6., SECTION 2-2 &-1 4-0 w W. e=l 6 3000 eg.r. 7,,Pe cooce-e to Per F 0 0 7 SECTION 1-1 PLAN VIEW m Lt-Jr-I III 48 HOURSBEFORE DIGGING CALL TOLL FPEE 1*8004324770 If, N( - L_ E. UNL�0�GROUNI,, -ITll-ITIES N -IFICA I !(')N CE�4 7 Ef 07 "T' v I 1 a., ol T FIE H ,6,,L- T-r_.v_rJ broom ?I`el'?e$*t7 6opc ll't 4 -0 X, .4 ?"I'loce 15011tom Of 50d 9" ConCCej? 6feow cork. surfacc -400 0 e 5.1. �M I oll TOP OF A 850�24, 9 cx/s'r/"Q 3 Prc TER FAS97C JR A hVC- /,w 1- 0 RocKZA C3RADE Ex W110 G"PVC eEffl,-OMATE0 P/�-e V4' 7*0 Z CIL-KA" 40RAI)WI L/4�7'5 o,- exisrl"(p solL AOCA Co"roJR"/"Q 7,0 $_L A4AI. dxcAvArlo" CLASS I SANO SHALL HAVE 46 /A(Z PcX Fr, VO/ OF rHe Arl2o.TSrAjv0AA0 BACK Ille t- I'EKPOMA rlOMS , 4, OCA Tff FE9Fo,TAr1o1vS,powjv. zt NOTE ELEVATION Of DAA)NFIFLI.T .,,Fr RrR I -IRS 3-G[9co ,ro,_ Or DRA11V /El 'OVE !3106W K (El AL�7) Top ac ell;` a = 23,63 S., more : I fe r to o,f 6to,,7do,­d,5 le,7dex. OeZ? e`vr cdde�eOe701 &7foilMOtI00, Q, 4 B B III Concrete to e),f 3000 F. S. I PLAN VIEW m �10 L 11 171 e- r4 A4-,Lr, r-i 27,1 12 ............. 7 2 A 44 Flow eilait SECTION 13-13 I u r4e , , 44 T-1 4�r­l ,4T, < 0 z VI- t4 ,n T r t Z �11 w j CD < w 0 u(r 1 4, c- 0 U u z 0 < w 0 Z < L) W tin > < 0 U 0 <1 In w c CONTRACTOR IS RESPONSIBLE FOR CHECTING ACTUAL SITE CONDITIONS BEFORE STARTING CONSTRUCTION. NY L 2. ANY DISCREPANCIES ON THE DRAWINGS SHALL BE BROUGHT TO THE ATTENTICN of THE ENGINEER BEFORE COMMENCING WORK. HATCH COVER DETAIL 3. CONTRACTOR SHALL OBTAIN ALL REQUIRED BUILDING PEPMIrlIl'l BE I errs FORE COMMENCING WORK. l5Ut_r:AH , r,'F=lzf-lsr a 24"x 30' ALUMINUM. SINGLE ACCESS HATI'H "'OVER, MODEL -SA 24301), 4. CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATION OF ALL, EXISTING 300# LOAD RATING, WATERTIGHT COVER E0_lJi WITH A DROP HANDLE UTILITIES. THE CONTRACTOR SHALL CONTACT ALL CONCERNED COVER SHAL41 BE 1-3-KABLE AND i AN AJTOMI HOLD -OPEN ARM, UTILITIES ATLEAST 48 HOURS IN ADVANCE FOR CONSTRUCNTIO OPERATIONS 5. NO FIELD CHANGES OR DEVIATIONS FROM DESIGN TO BE MADE WITH- TfG OUT PRIOR APPROVAL OF THE ENGINEER. 6. ALL CONSTRUCTION SHALL BE COMPLETED IN ACCORDANCE WITH THE APPLICABLE ORDINANCES OF THE CITY UV FLORIDA. v 7 7. BOUNDARY AND TOPOGRAPHIC SURVEY INFORMATION PREPAREDBY A. ALL E(_EC7'1,rlCAL SNALL Al,60r 7WE SrAA10AMZ75 0,0 rqgvec DAVID M. JONES, PROFESSIONAL LAND SURVEYOR, DATED 11/25/92. ALL LOCAL CCOffS, 9, CO"TMACroT ,S64A4L SU4lA41r SIWO)- PAAWIA/09 0,0'rWO SC^rlC TA"X ffY*rff,%-j 7V 8. ALL DENSITY TEST SHALL BE PER QED PER AASHTO T-180 A L � ,-O/f 4^0-,ArOVAL �IIIIIINIOiT rO WSrAL.4.,47-10/v , A4,, _q4 r5r/r4/r/ SHALL 6E A,-,A,TOV0 0Y 7-/V4FFV&//V5EyT rO 0MA04r�T/,vV, EE METHOD. C, 00d /"0 ClWAA4,5II COAlrTOL SHALL 06 gy STA -CO" INC. 0,T A,-r1f0V0a EQUAL A"O SHALL 7RdF ^ML0W11V,:5,: INCLUDE /, //5 Vo(-r Td71VG-* 4/A/a4,c,*WAq_-, Z. ALAMM LIGHT* W/7/,' T4rSI�7. _4, HOA sw1rcA,1qq 9. CONTRACTOR SHALL SUPPLY DENSITY TESTS TO Etft'sINEER ON ALI, 5, A40'rOR &AIIiTS AVO Z SUB -GRADE AND BASE WORK. _ow*4 vo® i W,:� a WA. t.1 ls� vFm.*.j L_ I w ozI 1= I Z-Z'xZ'ALU,W r41A_VNG 10. SLOPE GRADES FROM ELEVATIONS SHOWN TO EXISTING GRADE AT 97muCrulTAL t4W WATEf ALAROW 4jojWr PROPERTY LINE. 6u.­�o,v r .4'rve- vgNr - CON7WOL ^A��LE_l - 3�1 14 _F I AI -coy 11. ENGINEER S14ALL BE NOTIFIED AT LEAST 48 HOURIN ADUAN " FOR Acc-a$6 WA rC k OA EQVAZ- A U� " ANY INSPECTION. &4�23,0 2 9cH&ouLE aox-vc cv,,vpq1r A-oA- FLOAT ccwrRot- r A4oroR CASLA�'s 2. J;7' su�ffllEo e4.5crRICAL rWl�=rAl_LjFoBd'L THF_ �_- M y- rO A/4EA R C e 4Eg'/Olpv 12. ALL TRAFFIC STRIPING SHALL BE APPROVEDTHERMOPLA-31TC. THER MOPLASTIC SHALL BE WHITE FOR ASPHALT AND YELLOW FOR CON- J CRETE. VeNr&49 TIES coxcEArps /6 CA,-AC1r-o I I 95 vlvc 13. ALL TRAFFIC CONTROL DEVICES SHALL BE IN ACCORDANCE WITH Co-VIVEcr cou"I dwfil?, M . U . T . C . D . STANDARDS. N MERCUI-I LIQ4110­ 14. ALL AREAS DISTURBED BY THE PROPOSED CONSTRUCTION SHALL BE LeveL ComrtToLs z 747 A SEEDED, MULCHED AND/OR SOODED. (sEe S,rs ".t"v? WWEffl ALA" _EwlGy CE�A±f_ 0- lyt'PVC 4719CWAITad 15. CONTRACTOR SMALL REMOVE SOILS BELOW THE BOTTOM OF THE TWO (2) PROPOSED RETENTION AREAS TO A DEPTH OF 19.0 FT. NQJVD AND PIA. 0ta9/ de,, 6;,-rNf-I WALL- REPLACE WITH CLEAN SAND (TYPE "A" SOILS). VA-IVO itllas COA/CITSre 80,Alr/c rA"X IfOOSIAla CHAA459I rz uIN5 , 'C ^1 (-V,#7 ��-TNrII. ­rg-ri Pl4rrf- T 5 eW,464- SHEET H zzoodoll (et PLC , ,1 g 0051rO Au9ER -' A. ALL ELECTRICAL COMPONEh r9 9/,'ALL MEET THE 9TAN4?AT05 O•a` rHE NE'C \ r ALL LOCAL COOS IP 8. COVrTACrOR SHALL SUdeN17- SHOP .9AAW/1VOS OrTHi' 96Or/C TANK 9YSITCM rO Pt tU 7'Hff ENO/NEER -0/i Ar"t"ROVAL r'R/OR TO /NSTALLAT/otv. ALL l/ 9a9T/rur/o"s `. SHALL BE Af`r,T04,/E0 efY 7J✓6 E1VS11VEET PRIOR TO OR®ERINO.: ' T t C. 4909INQ CHAMBER CONAROL OA"EL SHALL dE. $Y STA -CO" INC. OR A^-'TOVEP +' v .EQUAL A"iP SHALL WCLUOE 7-,Ye F0LL0W11V0 J: //5 VOLT RA'TJNGj SINGLE PNASe. Z. ALA.TM L/GH7' RESET, B_r-IOA gwzrCxES 4. f'✓Mt­AtT'�RIVATJNa RELAY CT S 'S !o L/ONTrv/NQ ?ROT,EGT/ON. �, � %'.'CoNi`FiAGT Ta tr.thTAtL_ w�7t�f� �E�✓iGEi;� �r+ca FSAGILFt.,_ow F'tiE�E.r-a�'�p.� Fc'p, _-y _ lea ,,,, ` ' w.�Nt,�,G., �a.rvwt va�lt..iGt, cuA.MP!•E.P, C`E� T�Tas�tt- t.:.c'�F"EG.tGbc.p.Ttor_r�aj >"7RUCTURAL T(IGJNG N/{jH W.iTEt!' ALARM L/QNr 89�- C �+^ gtr - �OrvrfOL PANEL [ *nlC�� NtCUtJTEIO� i� -�I puc ✓EN r -,. Y �-r� E o N TtG = NATC ACCESS \� `' �' {7R E'GitlAL:.. APPRL7(,/8D BY gNfa INFER FIN/oH ELEVATION EG`23.O \ FLO Cr CO TR08dPMOTOR ^41CE9 f/N1SN 6MAOe� - \ BUR/EO ELECT'/TICAL TO66 w6rALLEo SY (% n L � 6-�-'' � E F L - 1t ca MRN�i-- °TNT. G rr'�( TO NEAREST CdNNECT/ON c� }1 �! CO/EC';6E TERi//NAL PE9/GNATEO BY LITILITY. } �✓ i t -- 7D F/v :r�oj v vsiL✓EF�ox CovGpL 2 t�yrtE 4 NANGE1t PIPE FDR ruJ."rr REMOVAL .: °rvC VENTGD (ExCEATa9 -/6:4a ) {�/• F,V ?� C EE E -: TEd HOLP/IVQ C.4rA.CITYJ : �, �E3/ QUICK CONNECT 9L/OING COUPLER ( Ir 0 6L o /Yi O Y eox 419 U t7 LEV , ry i' T 7 N , QP Of A...B..>C„�4 a , Oi✓... BE'!J EL 24. W ME/TCUICY L/QU/a ._ ., .. G G70.J r�E, +"st't'+E, k� .. V NTROL$ ---+- TP Ad$O/TPTfON 8E17 Y p rrr p rrr (1j � i �B EL CO � %{'y SEPTIC T,AAVK " ''°I , Tc-R FA 8RIC ok,.1 ro- OF' t7fiA tr..�F-/E L.D Rock{�i , wrc.r evar t l I CS E TE rC ) E L 4 QRADE __ _____._...- , `Y — — — /YZ"PVC O/9CHAR08 r°YrJNii e,j G TAv� T ELECTtTIC CAQLE FROM PU*fr S a I ¢°-O` OJA. 009/hPGZ G/dAMBER' Lo „ TdqJGK WA "UAfr off AL YERhIA Ti VAC.VS 7,111 4 - 1 PLR Gear couc TErE sesI-rtc 4 0 0 o t _ TANx �OO SWO CHA" 8 E +f G7! tdGt 1 041td_ ' F ('i c M/N 3000 rs/ a z8 aAYs) tt� Y c ��tttvt� riA iv PVC t'EICFORATED PIPE i/4 TO2 - CLEAN ORAINFIELO L TS OF CA/S/IAJ(; 'SOIL �LEJ�tJ , Fi�GT � TINY T * - MATERIAL C;AVA JON Tuf. G _+u YJ EK EL 23:0) PIPE ,ROCK CONFOAklING To SECT/OA/ EX T C L A S `S I SANli :. SHAL.L:14AVE d.6 //VT RET FT. °I'01 OF THE r0c.7 SrAvoARO. BACK FlLt. �q. �} HOURS `R B [� D �^`� G ! p� � rEK FaRAT`10NS , Z.00ATE - - i (t�UFi BEFORE D�1.71IV ...p PERFdKAT(0,VSI?Ow/V. CALL TOLL FREE tw8004312 UNCLE- urvrf3Cv�rc cDLfT� A ,NOTIFICATION CENTFR -' �� _ T ® DR41 f EL I G E N 9 �o NOTE EL�VA7/0t�1 F N i � 7" �S" 3 � �, I .. � lam- r TLiI� caF 1�F�91/vF/EL C� P/f t � 2 ��3ovE SfCJ�1�'at.�c (fit. 2/ ?) T" P , . � F . 3 � "9 } L . I . CONTRACT tlk E S RESPUNS 113LE, F(,tR CHE('K I NG' ACTUAL : I TE (�QNDITIONS Bli"FORE STARTING CONSTRUCTION. � ANY D I iC E2EI ANC`. I ES ON THE DRAWINGS SHALT, BE ROUGHT TO THE ATTENTI{ N OF THE ENGINEER BEC FORE COMMENING WORK . .3. i.'ONT'RAC'T(JP S}IA1 I OBTAIN ALL REQUIRED LtUl LIfI�G "F:ElMl'i`t� HE ,%! �, .. FURL COMMENCING WORK . i_2- ft_ r lr{ _ ,fE rzt�' � ��E�s �•J+� � F_ w-ltst /Et � `� Ul 4. CONTRCTR SHALL BE RESPONSIBLE FOR LOCATIO, OF ALI, £:XIS'I'IN(.; CL UTILITIES. THE CONTRACTOR �EEALL (-ON`PA(."I' ALA, CONCEHNE.Lt U'PII.,ITIES ATLEAST 48 HOURS IN ADVAN(.I;; F'(�R uCtNSTRt1CTI0N j( iiPERATI ONS . . v . NO F I EIrD C.:HAN(*,S OR DEVI AT l uNS FROM DESIGN TO BE MADE: WITH S �� OUT PRIOR APPPUVAL OF THE ENGI NEF R . 6. ALL CONSTRUCTION SHALL BE COMPLETED IN AC C O(_�DANC'E WITH THE APPLICABLE ORDINANCES OF THE: CITY OL" ,TIAbt-4I FL(JR I DA. 'i . BOUNDARY AND T (:LloGRAPli I C SLJRVF:Y I NF ORMA`I'I ON PREPARED SY DAVI I M . JUNL� PROFESSIONAL LANL SU�JL�cR LAIrLr L1, ? _1 32 . z d 8. A!I L 1N.f Y TEST SHALL BEPERFORMED PEP AA ,IE'I'(-{ T'I80 }. CONTRACTOR SHALA, SUP L LY DENSITY TESTS U ENGINEER ON ALE,: � ; Uf3 GRADE AND BA;iE WORK 10. FROM ELEVATI ULES SHOWN T(J—EXISTING GRADE; AT PRUPERT'Y L I NE . 11 . ENGINEER SHALL BE NOTIFIED AT' LEAST 43 HOURS I,N ADVANCE. FOR ANY INSPECTION. ; I t.. ALL TRAFFIC STRIPING r }TALL BE APPROVED I HER OP IA.II C 7'EEEE? MOP ,ASTC 'HALL i BIB' WHITE FOR ASPHALT' AND YELLOW FOR CON --i E S �.. CRETE ? 3 . ALL TRAFFIC CONTROL DEVICES SHALL BE IN ACCORDANCE WITH �. M.t).T.C.D. STANDARDS. 14. ALL AREAS DISTURBED I3Y THE. PROPOSED CON STRUCTION SHALL BE: SEEDED, MULCHED AND/OR SODDED. 15. "ONTRACTOR SHALL REMOVE SOILS BELLOW THE BOTTOM OF THE TWO ' (2) ' PROPOSED RETENTION AREAS TO A DEPTH OF 19.0 FT. NGVD AND � x IZE['LA(:CE WI'I'FI .CLEAN .SAND (TYPE "A°' SCtILS) - t � iC! eort ¢ ss- { 6.'R- � H A.L ' .� 1 �� t -}I 6 � N : � .dJ'-� C� `'�' F-� L. L. i4 c� v' C.? �;. � S a (3 iL Ll t L .SHEET C- 2 2— ..._-