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Home My WebLink About1185 Upsala Rd (3)...'. _...,.. . . : . ..-„ .,.w. r .rt „r. ,4�. „:, .r ,, f w �A ,,A. •r sA, r ': , .r dr S..., .., :.„,. w. ,r ,.,. '.:.. F ,....., ..^i`. .„ � C,r<h..ta' + ,a.t,. Q :..,.. .?.„,�-l, w, . .;.,:.t.,. , , .r� t 4.rt f: 4r rsa,. , r k -. aF,.mru...r_:,.„rc,a. u.ndtNw anatiw:w>x,. ;:wa tucNaatlp, :.aw .. ,.. .. .. ,. 5 ., �, �Y , a t l �,,,.5 a. t,., I - - 5.N 1. _.. S'.'"n. {i, .A t Y �'. - - .. ;'..% MA MIS �. 11 t ' 1 ” r ' is °, t ! d. f.,.,.,1 k�:'^`..r, t•p .. Y- k G }y . V. ,"1 _ : 1�t a�j or;..- .. t+,+> A .: .,, .. ,., ".., ....., ..� tr �(:" +11 1 x.>i .,,,,..M•�1 +�...`1..",.1V.Y_Y _.... ..�.:...�_ .,... SA r a:�°°I. ,.f. ,;�,+.1i.. .>.. r...l'•:,..',7 -1 i. .e., s „ }'''a. fn"4' Ap; , .,7,3 N, r i r ; r 7 . t 'l.istt'i"'..,Pti" J+ tf!p"FYK;'ts Rein,.' 120r,*, 'iSl't r � � ':. -• ',��f 'i ! ins � : p 1•',[ ), C� .+ .. .,. r i f i%,:,' ;7,G2CA y iir;.� v 5 * t., ,, ... s ..+;'. , x . ,,,,.,,. ,r ... ,, i_h ., .,., , n u d , ..:: e rW �':.,.. fg ! �4.'°„ r '+ . j' , .'': c _.. s.: •:: ir; „r, G.�Q,...: s :l.G7F 3{!'iSoS1 .T..»x 1a :�: r.. !, ?", !fw" ,..1S.k , - - apt P r r a C i ?. rn is i a v i '✓ ° > i F? ..'ht w fY'aaxR�k. 'rd!ai 7 ''e MAf''3.3AL'(;K ..n...,.,., r. ... .,,„.,w,�«a>a .,[. ,._�..,w..rn......:..»„»_.m_ li."+tr t _;';� r.',, s` ,c-.�,, . ;!' :r, ,,": ;. ,. +yz<n ��,,.3t`.fbtn.�i't.�•y'Y'ii�'a's�sFPYs;�it,a:l�LpS tg i'4 days in -".y t^a zny ^a^"xv CT'.Y�ttt C 116i1k" ' k. A ,R P t'9J Y1� •� a Csn�.x,,..,. i.�x,, vt..s„vna sp..r.E,ascestS,?rdaTrenrh�+4 .. gyp/ ? E-, • ' ' OF SAfNFORD • 1. All construction must meet all City of Sanford Codes and Land Development Regulations. 2. All other permits required forthis project must be obtained. An EPA Notice of Intent (NOI) for Stormwater Discharge Associated with Industrial Activity Underan NPDES Permit” must be filed with EPA for all sites which are one (1) acre and greater. 3. As-builts and Certificate of Completion from the engineer of record to be submitted to the City prior to C.O. 4. All easements and right of way dedications, if any, must be conveyed to the City prior to Site Development Permit issuance. - 5. A copy of the Seminole County right-of-way permit is required prior to issuance of a Site Development permit. m ) 4 • U ff I f .&.Jl 16C,� WAS. LOCA l i� -� P41e pE� ( Ali Development is Ira Ire g+�rze jf i 2e+C�rr"+da 401 with the. PO h 6:0-e:r J%ft for, )f) 0IIP;,11;4 Srtuth is isYc Fark d: _.... Upsala Road Sa'e Aftr+ Florida 4p �; LL VrWtb'? Alt DCV01'*P' A"( sft.a,tl be irt, accord artct Ivit`h 011 City O[Sanf61 is Laud � Subdivision ttxtpritveexs:eizt t i>�afts �trojl t'ne' sr: alta 3etl ttk r v 9 M trot 2 # a(S s cd by theev< toprnrtr.c ire %.cant asci �.otw�»trix(+td �stean nen �, L:�.�"��alS bdo �on r us i:nprovcd by ttc City prior tq ally uSe or develf) tcaestt. of t-hL, :. i e; (d') ,�'+naf P12( sbaii be reviewed, a r,-ved an(I rev,)rdeti prior to ill i.,setat�C ttr � any r',er�titit,ates of occupatntcy-, tO UPSatla_l�i-Ad ShOl be litniti d to the sublivisio t ras(ra,a ;e t -02d. AH otnc - vei)icular 2C :au P4404 to Ula :a [a :90ad Shatl't be prohibited (� She ;Ubdivision s all be r1PWFW of a subdivi5iu -s entrimce sign trot exce..dilg 32squtaj'e [cwt in st* and vot exctedittV 6 feet in heigli to btw revievteri -Inc.. approved by st.;zif'lf prior tit req aired (.aormittis""> W '-Fhefe Sbatii be too j .td€tyards permit•te i within tiee ,1ubdi , r►n; i Site, Soils Map �MEWMPew" tae v :. «`� ..a,n .:k . ,.a � , ? '':' -, - G x wT ,,, "IMM, AIWIFATAMVIA".:,-,,P 4*0 SKEF-7 b `TITLE PACE Sitelocation SHEET. Map ,R sl4, F— *T *7 JP'SALA ROAD SIAEET D F, TOO Z1, b LS 0 � IOWA1dl r' M y r� QIP l rv, M 44 .�''•, O ,. - e 5 {, l •� y�t .'`�r �{ P`. 2.h "q I r _ �' i! t 6 e ' '4 �!•aa�u � �a'� � II !., n I I 1 f `7`Y N 5 ..X NARCISSUS cfi rT „ z 46 FIs 46 f t�? z r � ft< rRUBY 0 W 5THX e_+n�a} LU ' 0 4*0 SKEF-7 b `TITLE PACE SHEET. 3 ,R sl4, F— *T *7 JP'SALA ROAD SIAEET D F, TOO Z1, b LS a ) 40 -3 *2000 f . 407-322-2003 GEOTW : ]Brown rows Consultants, Inc. 478 E, Altamonte viae - St. 108 #313 Altamonte Spins, Florida 32701--4Ai15 40017-862-9715 VIN. X14 149772 NO IF Y �F na 4 d �,tnP" a x,- 3 3 a R �, a >"4 ,y� a my x >a* :. e a i v '.i td i rsh,r Y� ....�.. ., . . r M r. ,. .: :r ,.. 'u., •.„ ... P ., 4, -➢. r., r ,...,:.. , Y�.., ,_.,-. 5 i. 4.. ,v d�s. n, <�. 9. , ,q_•, M.,,..A l .k i �A r P 40 e , : 4 A ARC L I. a NUMB "IA 1A MI TOTAL ACRES a 13,0364 Ac. or 60,2713.584 s.f. . 19a*ju*506 0000*0290 � and AG . a EXISTING ZONING RI1 a ; no,0w L so' °' «' i PROPOSED ZONING PD � , ' • , . 19 //jjam� OOQ((''�� /"j� nn BUILDINGr SETBACK REQI7%REIViElYTB UptuElg Road - 75 feet ev Front Internal Roadway - 25 feet Ott Uat.PAvVnrtt Width , XMIAU ROAD ar sa of a lc ftd of UNdnA Poemm Talc I ,Sides Is feet ..«rrw,� lrw ,,,y. +....r•• -..:.m �rw,+,. .,. .wr.+w.w... w .».nw+r.r. n. 'w ,wr✓-r.w w .r rr,.iw.w�r _ M ,.+N+.....- .n..+ .,rrw-+ w �N.!rrM..` r .: Y.wr. .+ 'M" ,.., .. ----•w-+• ,.r.-.._: ... , w. .w 'r+w+wyr .. r +rw r w, .N+M+..++ -. — +.�.« ,. ... Rear - 20 feet HAW. air pavfatt c►t?avt ndlllc, LOTS as lain. 309000 S.F. ••.•• .... ,.. W— www w.w...yw ..w. +w -ww w -w www www ww- +rw• ww. +, ,,. wwN- wVr wrw w+w. wwNy vwiw w,w rw. . :w4iM'w,...ar. - '� ,.w.. °.,.«.. ,..-w «.,.« n ....,. ...... ...... ..�♦.++.n.. «:..... .....,, +.+�..; w «.w ww w.+r •wrw iY-., M.... ,...,,r ..wtil�'ww/n .w-' ww w+w w�wr .iMu+ +w. .r. Thr► ' � !� w.. -r «.-+ � � ��{rr'�'wr,f�' • '� � .. .. _. .. MII�MU pARCEi A EA m 109000 000 S.F. zt w ,' .,.w...w er. .ew..r� w� .r.w..r.:x.r ..,.+wn• _ ..nNYy..,'_ .r....+. _ .,. .. ..:. e�,.,..w....,,w., •. w _ AC;M BUILDING om► wC 50% of Parcel Area D «'2'M Nw r♦w ' . - w>....,,�y.. ,,..,. `t•L .w.- 4.,,,, ..., -....r ,ww. „M. +Mw".;:....�1.,,-.. ' .i)M)n.NMN'�MF..w. <+r• +,,,,. w.ii,, �' �� ww n..., +•�...' w++Yw. .♦.w ..► ..,... «.,, .r.+ wt.. ,-..• .-.., ».,-..».... ,-.... ,......: -*.«.. ..♦.. ...,, ,.,, :•w ..w.. :♦r:.. .«.- w.'M.:• w-� w.-' •w--= .»..+ ...•... ,...•. ,-„r ...«„ .«i �• •Sl4'k� �+hPb�"!i. � , .uw-�.w- .+,«.l ,..,....r .rn �.rn ..w. `u*" , n^� �. wN,.r.w •.-.. rw�w , , ,,j -' -' ._ MAIMMM BUILDING HEIGOT 50 feet ...�.., . , ,.�. < ...�„ ..�� .. , . ,w,.. , .� , . _.,,. ,....... .,�.- �.;.. .,,-,. � .,...,. .w.. ...,. . ,.._ ; . � . -. , , .r..r... W �Mwwwr.N.,,.w.w�.,wr�Frr.�.�- Meotr-4#N CO t#s 14'38" W24.9i' "�"' ipr of I�lvemoutOp.atlaalE+ Ott a,N�'��] 1Pawelat p!PdffS. 14 s8 $ --., _.Y- A.�'.MV.Y r.MMM N w-r.MM!Mlr - ♦w�0y„-'^{r•+ w Mrs h `ICY Ar`R.I +-1.*r't Ar : , r ., ,, . ,., r: ..: , . A a • r ,. . v ., .. w I 't�N w►.iw .NgNwNy. w. ir'++iN�/!YNR.. �-: +MYII►+ w ww,pMr�i+iNY+1ii .1► 4�►'.. JNF`riNY4N�r r'w'�wi+„r1r.W +�N�iM�.Yw Y� FNM aiI r: h, , ., I ;. +...w iw ar , �► M M AR l+i1rTINC A 3TtEi�T sa 3S feet +1A1d N Psnrp.R?.�;aft'avnt SFideWk f+•w,c, mar+. �, +wSa' :*�wr+�vrrar;ww� x ' tr • 1 �� . �.. �... � ��", .-,. �..... ♦.... �....� .�. _ ,... � �.:.�. �.. � � xotto ,�>�. « u�r �tw,. as�.t '�'%"" �ViiJ P CSL A.R�A x �.. 3s r tY �► w MINIMUM PARCEL D AT It!l1It.I' INGr LINE ae 78 feet s 1 ,u,("" 1 I __ " � Sido alkk s«o. c. , , UM ' ,t/ tap i'ligt+ i+r { a1 q CAAfcEtTtloj I , . <..-" R� { 1 .I I � L ' �a aa�k watt EASEMENTS >� Front � lid ��e ad utility �semtsnit , I s CrrxfsWtac �" 2V t -pt I I I Se I t i —rraturaa _� � Block Wali ; Rear =101 Dnt lge and Utility Easement I I I s" � I t 1 { { I - I ourr« ' I B E 4, MUM co. sl�a. w ,,, sa * YoWw Lire ( + Sides S ii and U lity alsen>weett i s atic t . I I I i I ' Owaed attd bNatolted by the City of Sanford. bt I . _ . .� ,� I : I -�. ° .. ,. ... _ ..� ._. -- --_ _, _.,. __ .�_ — .,..�r ,� Standard Lawn by the Property Owner I j ( 01T)" j"`n,0n ....�„..II.._.,,.I«Ir, - - �IBI,� curb I IL I �. ,: « ► i '"�` 12 i � E►. 1a: I i .� I yu �' �nt�v�rnAt� n,,vr � � Seg Site ''inn for incatiaz� 'Clarttl[esti,nn I I I I I NOT INC Lr DED , 1 ! { { i I t' I LANDSCAPE BU"ER sm Upsela Road ar 25 toot or 15 if lot Is lees than 200 feet deep .1 tt I i.Od Aecca I i e. �- t i x:aP A"a � i ! I a.� I i n I I t.zs Aot� 1 I� Internal ' Roadwaysra 10 foot w ide landscape strip SIDEWALKS • U sal Road Constructed b Developer , 6 30 x(6-2S00sebrt".) sY S*wwk W t Internal Road Constructed byEaeb Individual Lot Owner ae. mwba lra o 3n4b Setbook - >w� UPS/Fodx etc.,. i . } N Setback (typ')01 .: — ,.,. �,.. .M..-. ,...._J ) .-, ..� ... w.. _ :.. ,�.... ....... ( I I { i _ w _,___.._ _ _4W t1�«1ifi t►t11+`it14I1iitR+1 "ti":j{J,{Ft`"' +III{I!IIII P .a.,+►Ii►1+,I+1j,I11w r,_»-.!III1III+.(i1pw.-o_wa_. ' -%w<w7.nwN.'n.M6 :ws+ -w.w:ir .rs«s»e.,aMN- wtr«nbs.-...1f w «. w.pYxur•..,e.-!+(M+._tNrFm.:,v. nwn.s+.wrr.+..a. ,N,u.Y;,uw.;_ :wa _w.>i..Nr.wir� fr� urM.rNwwrwJJTT y ,rNNw:r www _.+JN{I!I+1IlC - 9IIIIII ~./'aw`� teet rµ'� `�_,-,�.. .1i!l!!iII°� ", "IIIIw(I(( •'w ," r. .w,,-w.rw .tis I, I '.,M"Ir ,\,.�i.. �+ ,..`.""�/°'1 .,•+,�rw`�^!�+`,”` :,"y� ti ' � 1.3 �II \. '�, �`I' I I "..``'^.�k � �`._ .- � "'-'-.,-..Yr,.»«:+i,.r....wt.�!i1i{, "'.r,j lj!I!1�^r._'.,'. `ttt «dMMI;!II lr+rfiIII r,++_N,.N.+,M..aU .. +s�y+-.S-',Nw,N.mwwwIMMa.,N.►NT,kM,,,`r) _. v« ar~s..w 4 NIN.YN�"IIaw_.w+1 + .,, +•..wN �.rs...wte,t*.....�..wN.:n.t III�iI4jI1 1 1it1i{JJjf}:.I - _� (III .�t'i�1tt1�lttI1 { 'NrrrFr1j1(iiLII(I I! iiI riII ,. r . wrIfIlI ■I1III(II - _N_,w _awww. —,,aM:Mn.R• ->ArnN.►, wM•`,' t...__ ..w _. .s. __ _ .,,r. .+_N...w_ i.,_ -. .w_,S,-w.'n-._+�$.yi i�� wwd ..�e. �,w_ �._�/� _r\8-�IIt ,.\ ,_,,`hI x: +`_. «,,."..► + 1.#\II'II .' .!I( _ ,, r ,. �ra :_ .ilII II(( "_ /_.�' `. `i _�,1�► �..r .'I _ t.��,."_1J'i.A_�M-.~_."♦W�" ni'Yii '.."T.►w_,"^' +.wwr rIM_../+ •._w.r+W.._r..r r.=-n,..wy J� ��.IIiIIIiI II -`5PC6t'E' •r�ti .bt�►n,n.3•rm rO ooi+I•i�It +ICrI 81' n_a kl}a,W1c4 - i t = ' 1i! +�r► ,I1t1 +,I ., Retail Sales s and Service a - Permitted After Conditional o na l Use A p p rova l- O n ly. _ t Bd clock vati Outdoor Display New Merchandise a Permitted After Conditional Use Approval Onl . . . . /I_ ..rso s V11 -7s, NwblW.% rtrwt« *===. •� w . prove Coy.... tUd hPenaitted After Coitlonal Use A ° i e.�� a WMh#wvww w ts' ate, Outdoor Store Pertteid After fond#lotwUse Approval Only -54 NstvrC V l Wholesale Ston NonRoxardous Indoor aPermitted within the cormponding Zoning. outdoor + Ioreitted Ater Conditional Use Approval only. t Tank a Nraed After Conditi Ufa Approval Only. �Pex�t1 Within ' rpor� Zoning.Pat Isdaer oaAcres s aowak Outdo * P d After Condionat Use Approval Oaly. -o� Tapl0?' Taper Tans f Perttsd After Conditional Use Approval 0*. i I +s ,�r. I i I 11 r Mim► " h l Cub iManufactr *'No an d Indoor a Pervitted Whin The corresponding Z*# BM I1 �) IL 1I t I I l» _; f.Outdoor Permitted Air Conditional se Approval Only. 6 I ` ► '' Ia♦at AteTaper Hazardous Indoor = Peraitted Ater Conditional Use Approval Only. ( 72 0.47 Acres a<sa lot Agricultural Processing Establishment Permitted After Conditional Use Approval Only nding Zoning.a Temporary Construction Facilities Permitted Within The correso AL - - ._ .— ��""I 100YlbRFlQOIEI�iAMON N07LOCATED ON THIS SITE. bs fa w%%«umv &not to :bw .w .IS0.S,pan ausfw;.' AISP2.04 AceWELL RECHARGE AREA NOT LOCTED ON TCS ST. - __----- _V- -- �- s' 'VEGETATIVE COMMUNITIES ts NOT LOCATED ON THIS SITE. cooYscawAY setac]c (typ•) hp.> +4 -_— -: UTILITIES SanitarySewer -Cityof Sanford <1 potable Water w City oSanford I 1 orlds power and Llot pAtcL^c• Solid Waste - City of Sanford Witste Management - Dua st rs Required d J Reclaim Water - City of Saford ► MiC„P4mn► 0.ss As Phone - Bellsouth, vARt rHazardous Waste Disposal by an Approved ` I Florida Ueprtment of Environmental Frotectin Haler.�I Reclaim Water Each Lot is Required to Fake Back the Weir 4. C. L^ tc Same Amount as Used in Sanitary Sewer Discharge. _ J �4 SMITH CANAL 100 Year Flood Elevation w 30.91 mal ZZZ -� Nrwrw�-r ft �s r FIRE PiCiV Flrhyd�ant' w 1200 i NODtlai.1µ2p"Vw6NS!t __- -__ _--_----8xst.swale SOS �E SCS --�__-_ 11 Bs singer and Smyrna Fine Sands Depressional._20 Myka and Eugallie Fane Sands'25 Pinda Me Sandr t i 1 I f i f I , — ' MASIERSUIBDIVISI,QNSI.'."&PLA,-N- X' CRETE PPL I ' j �. ' Water � 161 alJca ita/dal '(�►0 p y w Etrtianated Population (" ot) 20 x 1.2 Iota = 240 240 Population a 161 gal./day ea 38,640 gpd Sanitary =147 gal./capita/day = Estimated Population (20/Lot) 20 x 12 lots r- 240 eta '• 240 Ppttuiadon a 147 eaUday = 35,280 em d tai RIVV " I. .ill iitrrivaa-les 9 hall e high pre sur sorlitt n vapor, clefs ,�1 bottom, pttwE� ► 'VARIES AS REWIRED ele(Arlc wntrol ed, ballast in hoad, one () 20 amp f? ce, 7C!'i�+`/58M or ► '90s waw - , 1,010W 5l lumr -ns. Solid Waste = 2.46 pdsJeapita/day� = ElstWased ftulatfon (20/Lot) 20 x 12 lots = 240 240 Population x146 pdsJday = $91 pounds/day Traffic Trip Generation/day a� 240 Population Perak Hour @ 240 'Trips l P - 4' as d 4I M10 -: m spas OF `r, If: LACP-O i si Positive Outfall at 25 year/24 hour ASPHALT .,� "vt+h ,�t�to� �.,i)irttrtaries in r�sicierltal areas shall be conneCl+�ti at�i st pl�iicd,tc, provide l Ail R 9 R R - ,q �w gi ltar�a r� s+ r re. Opens Drainage for Rural Streets wI* $wa les a� 10 year/24 hour "� ... 4. Nralts 0 sorter ,. , rce table t pt are firms -, u i � : � AIfiD�,a;E-.g�l.�.so+3TH-qo-t-3�7-a9Q� +tirwlk Alumin lm Smarr► Lighting Mfg. two, ZAWC.�i or sat approed R� ca► a ot= s d v� a a w �ftr a leal. The length slaa C,t- M C Ty An1F k` 4 `t 334 S*44 ? tfit+R�� :.«� _ �, Ob+t long enough so e; to ,dace the tamp t,ua (� �; sA,aITA Av-� >,Yy 4a c: sW�P�M qo't- 33a�-��► o + f S1.14 -BASE... -"CURBING.fax +C72 ai�fi- 100 1 V. 9 00 Lurien from Elac edge ►�f pavement into -he rot3dwa� . v�rA xCA- r_# TY QF SA"0=10 i) - '101- 310-57(o-40 t E GT'R,C, — t7 4- Pota� LK HT. .. � - Code, �. � .._ R � i..t ., H �", '" 9.0'0 3 Z. $ - t 9 d� Lamps - IiPSV ode, G -C, I lu 100 6. Street b lit Standard- Sheet le'ghts shall con ortn to specif cations illustrated � 50 L1.0 W As -rr - r i "ry o SA to PO At w -q'i - 3 o 2 - 9-! +q JGPT r�rr Fig�ar N -S. _ - Photo Electric tells - Ftslte;r�V! cc �.�.. ct 2 yr ►e►i2idTUkatTt f3tstai , s , Art_ r plea, ", ace from the face of le t d r dw t : ___.�.�,... � ,�w'{c�Cl pole v ge of c�a , y tn' �atca of curb s� w�r�"R s t•7 :,;u :; l.:aM?'.-"� .Asa; ��'�<.$ r.:)m• J - 4ti �<., k V �;::., F»Q4r;.,9,6+ ... 3tF 7 ... _ ,.. , ��m �iv�•T s4 NG�F�r,�i.++.J�' tw/7°'�' 4�",S`�N�l�RD . r,�1.� ,�n,sr �,,.. , t , hal e four� ( )feel. 1�9Crurtmurr distance slsell be 'e9tabitt heft to the Public,'RtoA,t� .. 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A. yri.IMr r M .Y..yi.l�. w I 1 4 15' ilr4lap FASement N 00 det. 13' 29" W 645,29 I + _ . , __.»_.N...._» _ ._..___. --__--w_,ww_- ......,.._____w...w�w.w_.._____.» w ,,.._ ..._w -_w -,_,w._ I Berm 1 1 Exist. Swale I I, , ' ,rte"" r�^� 4. .....r -„,.,,.,.•., ,.,, w..,- ++ ,,,,,„,,.,,,. »,..^"._.`. ..r-, _'. ' NO 7E A44 5W,ffW#4,t.kS cR©,S,SW(: /N,=1Q0AJr” � t ! 1 I I ' "r' i1 QF' ,EAS4910",l'N TS SNi4LG se w'r 7"w/C Ac, ) I 1 1 _ .,. ,.r_„-_ I wr.. -v:"'1 ,.r �.",.,r..�.•,”. »,,,.,.rr_v-^—'•-•. ....,..,,a, 1 1 , " »v.,.n.. I I '� iDIYISIPLAN I 1 t it 1 = 5a, ��= Rg1t1$112►i'11s ' �- ,: 11�1 11 , me' N IL -,.f L� - I _:� _ 11 ____ 1, �__;. � r 4sow II -4 A! 0 'A �j 'O . 0 i 0 6'' _r - 4 I � km , f ph. -4or .s�-4on Date.:. -. "S .V, 4or-6m-a"I �`' .''" � , I � ,h,,,,, 11 rDrawn C ,'t.�I kation Authorization No. 8272 WW City of Sanford :sign: l?:H If 11 Ab Upsala business Park - IL - _. 11 � - . - ! i 1 I r9'rt*rlr01411 W t"'"b+¢#rs, .1p. X Sht, N c). S to 'lan Appmved: 'SEP 2 0 2003 SM CAM PVE CMDUVM ffimat M® ROD= GRAM -17, M; POFa F exo MClbtl 7.10 OF AIV -- G;- s' Ar?"op I V to 8" Wet Tap P/Fi.o Vr11 1J y .t t -Bore and Jack / Exist. I a`PVC Potable Water Line 1'x50 11 MAMm WK ams EMSM AS 00 w . / ,�,. ,r�� LD vat Ri a y, V"A&,A XVAV MY, Ps Moan a OR MON! M: ax *Pxv+m MAL / SEE SEPERATE SKEET FOR DETAILS AND SECTIONS mw% t. &me Ta onus r Ml F*M ME OF PA909. rax GNAW ON .w_• -w»_,.,,_... ......._ .» ._.,,.- ._ .._ _.._... _. _ ... --,..- .w....... .« ... . .., _, ......_ ., _,.w._...... ... n._.-.- ...........,. _.. ._ .......... .». _...._._.. .... __ ••---. .- ,.._,.--.,- .. ,..._,.-- «. ......_- _ _ ..,._._.... ... ,_..... _ »........,,- .., ._.,....,..... _ ,. ,.,.._-.,._ ,.,. _..-,...,.. _ ...._._..,,_ _. __..._.-. _ ... _--•,•.---. .-_.._.... _ _.. _•._.._ .,_ _ ._....,._....,, _ ...._.._ ... _ ._ ,,..._.. «. _.__....... ._. _. = FEM M 7 OF LE $DOME CaaMIY MMEx MA BFMFA S MloMM. Existing .wr YM. M►I, r+ M,MI rAM wIM tA.MM rr ,IMq rrMr MMM +I+I► wMs w MYIA «r MF- .F_ II,AY r+..r �.. --wr r r +,.+ Mrwe -Mv +Y,Y► ,VIII. w..w. wr+ IYr- .IP- �rl�, 2 PM'E W:L NYE MCMIW&M JaWal antsom C.�iarfM1E,� W1� !F THE YNWEA, CEPII�Ya a" TM Ii1107" Oi flb"0. istil, .Fw .IYiA 1iYY. IY�IN ..MY. WiIY MwP �,Ilr MI,� Mph M� MU M_. P�� t w1 w. .�Y wlr �11�1, MINI► rY'NY �MIII �F. .AIV �.II MY. ,U/. �!� ,M� wrw wg AiM 4i! .IFY �.M DIY _IY Mu�I +M uw�� M SIF. �1/� SMR '+� .:.'+*nw"""`"ti✓"'-•.�, y.�^•,••.• .�q �..q ,..'. a aMmw To W EM Pm Ammm M ai MFnox 7.10 or 7IIE 4- "'��`"�. �" ''� • M... .... -��'" •+ .="'�. / Existing »' MY,oI Mi FaYPJI sfNC/Wi. "•' ,..,.. ....,. w ....,. _,... -,_• ..-.. .,.., �«,,, .•.. 4. P OF SPI[EPd NULL ME NFAaMEO Pd WE YMUFKIUIIE1t'! �' In wW '� jfMP0AAFW :PL; Pe,k _... 'R _ _ :v ,., .,,,.,, 'r'*". '� „'" , „�:._,,, �_... _,,, w _,,. _.. _.,. _... ._._ .,,.•., M,_ __ .._. .__ _-_. �.,...._„ _.........,. _.. ,.,._ _.._ _._ ,._ .._ ..__ ___. ...,,......,,. _,.. ...... ...,._ _._ .�_ _._. _.__ •' EX � CL,4/ li'I InIAiEQ BORING & JACKING DETAIL, ,,. C-19Propcased ' _ ., _,_ �_ .._ .._ . _ _ _ M. M.• .M• MIM MAA I. M+.r .M..MI. ,.. M... A,r Mw r ~ ~ w a «"- MAM ..r rMM. Mrr rr ..w M.Y MMM ,w wIn .Mr +r YYPM +I... wF- � " • g �, iiTiiS`S�'tiii Mew Rv� n . _" '� Proposed _ V2 R/W '� 40' 1/2 R/W �... _ r _...._,.._ .. _ _...�.... �;_ w._.._ �. _ _.�...... _ �-,�-_.,.-_ ,..... .. _ _ AI �IAO�i�-14' ,3i3�'-•�t�•. 52�.9�'-,.- ._ _ �.....� � `_' ' �' _ ._�'�'.,�"�'��!`��"t .,_._._ _. _ ..,�,_.... _ _ _,.� ��. _ ___.._._.. _ ._ _._.,,�_ .. _ __.-._.,S Llt�.de�g..1.4' S8'•' E...,�i.1 l' ...-_.�..... _ �^.._� _ _ .._.._ ._ _ _�___ _ _ .._._---- ..- _, ,_. .._..._ , .. _.._ .. _. _ _ _ _._ _ _ _.._ .. ,. _ _ .._... _ � ___-. _ _ _... _ _ _..._ . __,_ _ _ -...�. _ _._ . _ ' M w �iIIII�YIIM -.r `-A�i11PA Ili. ',a r• i MIF .) J A ,IMIII/M�MMY ^ . 'M MII,IIMI MU ,IY r - -w•^'"sr+.." .wl�ulYFli+ ii � y ' i'.IM !!I.L• � iPYIxIiIAi M►•4 'rfMA�i' Y� .IAr � .�.',r•wi,w 3riwY.� w'r"Mrr4..Ii i.''w "'iww+lY+l.,r� „�'w Y.i►.iw:V _ i. Li 11tIWl{:w�I' r'.0 4+iir•: ,I.'.w "- - _ w .w.iYnAi _ .0 ':.:.Iw.Ar..-i ....Iwllr+ r':► wirrYF i.•.w.-_....__..._-.,.-._,.--_•._....... - .,...._...�.,.- �r 4+�Yirw!, r'MY MIM�IMAtti i"All ..-.. t DR Fc' ECL, 4/M I 1, 1 10 to Seminole County ' End Sidewalk � � �{s��r� y .� ��'� � �a '" End Sidewalk j i l o v lz lei, M -End Block Wal] , i 1 I 1�E,CLA tm I - -- 6' Concrete Block Wall 1 I I i II 1 1 t _PI 2" Potable Water 8" - C900 pvc Water Main 1 I --b Fire Stubout I I-( EXISTING ING RESIDENTIAL LOT 1 Lot 12 I Lot 11 Lot 10 Lot 1 / "RECO /41 N1 --- • I I oq l I I V) j F 1 Manhole No. A -a I i 2" Potable Water - Inv. X35' I . ► I to -e► -o3 i 1- r Inv. Elov. ■ 207 I / Rea A) rrt 6" Sanitary Stubout � ,o 6" Fire Stubout1NV. SanitaryStubout O0 7: 4jTAAky 1 g" - 43 des. 1 Manhole No. S s 1 ' 1 �,�,� �,,��. �,�-� � I �: v, = 3b,� Z L f 6 Fire Stubout Manhole No. 4 „ Top Elev, .4.28' _ _ .._—__., To Elev. :3V3' r b Sanitary Stubout \ Inv. Elev. _*29.59' �P dt4,a 33.9 (. J 2" Potable Water P ,� ' C Block Wall Fr I IO-ot•o� 1t�MV�tilt..v �,i,3- I 6" Fire Stubout 1 Inv, E1ev. 30.8 one ate oC ,. b" Fire Stubout � � s ..� .i I, Z .,a � r" 6' r I , � 2 Potable Water X2.73 cav9q I 1 h>li� -!'SS Pv�f _ ./ End Block Wall 2' Potable Water , � 4.(� o. StMa�: " I ' �o-0��03 f Soo deg. 14'58" E 208.75' W.. MP ..M+YMMV w "s q� 1F w`, r"'Mi mow► r+ w w -,-r» r .. .Y r _.M,AM. r .I ...Ir.,. r r ..+... - _ .. wA.wP _ .. e+..,w.. r r r _ r _ A ....A . `� r / yRECu91r» Blue Reflwive I 1 J ,A / "R,EC.C,A/!N .. 45.73' » ' I I 95' - 8" v Sari Sewer leer pvc nay \ � I 0 0. Slope - SDR35 NSF Logo - "•Y ,, pvc Watea Mein_ "00-17. (' _ - _ _ _ _ _ _ _ , � ' S da 1 1 I B % 6" 4 6. E I I 6 Sanitary Stutlout,� r_,»_.w T �,%� 205' - 8" pvc Sanitary Sewer 8 G.V. --- .► „ Y •- - 1W ., f� J Conc. Encaw W.L. 8 45 deg. BI ---/®U.30°, Slope -Ductile Tran Pipe rM' Q Teo r — .M +.MP.MIr _' r MAM.Ir.. M Y► 45 6„ Piro +Su ► s+M� V. 2" Potable Ww r TI -I I ` 6" SanitaryStubout Lot 94 dog. El,6" Fire Stubout1 ' I I , , ^ I, '9 II II 19$ 8 pvc Sanitary Sewer 0 I ; 2 Potable Water 8" G.V• 6 Fire Stubout 3t 2" potable Water_ ---- ®0.30% Slaps - SDR35 RECL.alrrl I I I F. 3Slt BLY Lot 26" Fire Stubout I+ NSF Ingo I : i rta . - rt _ _ , • �*i1 2" Potable Water $0' - 8" pvc Sanitary Sewer Lot 4 I ( Lot S ,......,........ M-..-.. ,.,w ,. _ .. _ ....,._,.a I I 30% Slope SDR35 1 I I ( 3 .,P--2" Potable Water i I NSF Logo II I I , -� -•• -I- -4-+ 6" Fire Stubout 1 7 6" Sanitary Stubout I 397" - 8" pvc Sanitary Sewer 1 1 I 0.30% Slope • SDR35 � � 6" Sanitary Stubout ( i � t = 1 ManholeNo. 1 1 Manhole No. 2 I I NSF Logo I �' Lot 3 1 I Top Elev" = 33.0 �- Top Eley, = 33.0' I 1 Manhole No. 3 ' I I ( Inv. Elev. ac 28.75' Inv. Elev. w 29.0 Top Elev. 33.0' I 81I Tao �.. - 5 E / \ Inv. Elev, = 30.19' , 8" Wet Tap and G.V. I I : I > �• Sew rARY ` 1 I ' I � '. t�la�'gst,. , � I PROPOSED � , ; 1tEfEN'CtON Lot $ � I ._ _.. ,.. .•—_._.--•- — _.. .... 4 � rIIMIr AY M• M.iYA/A 4 r1 SIM w. A MY.AIAMr 1� � _ _ _ _ AFw.YIN w r .M�w.IIVI+ _ .I► s �V .I�f'... �w r11MrIY�� YIr„MAII�"� ..Y �r III�Ir_ V� �• � � Y%I� ��,�e �"'��II�'.�,w r IwV w. � � � � i _ i � Exist. F.H. «/A L ` ^ ~ • ( I r _ .- 1 6., Sal9ltary JrtUbOul ~ Temporary Juniper I.00atlOtl (, SS "� !�"✓C Q.sii 3 Lo { 1 REC LA 1 M —� I , CODISCO WAY _ - ` s T 0 Connection for Disinfection v. `` _ _,._ .� Blue Reflective la vTlw-r� r i j - ._ "sAutcr+asru v ao+uT I Marker Exist: M.H. .4.. +w. MVV r� M. -II/F w.w fMIM r_. r..r�, -AY .Iw. MAP Yln. w rr MMA �,...-•.,,y, 1 �' �t r ....A�r .. ,. ,..I.r.+ .. F ;, 1 E31st M.H. ' t4v , E 4 , - I �' 6,I Fire Stubout -'' • ZS•SS , q" CAP(,eFLAIM)I 1A1V, EyL, " glttSTr..2?p -..10 vC .S,A, 'TAttb \ +�Cc) I I, ] itE,Cs Rlrrl � I � 2 Potable Water- ,► Z7. SQ1 . •�� ZI y4wil of °r ` \ �� PARCEL "C' I No.*B ASbe t I \-6" Sanitary Stubout Potable Water • City of Sanford Utilities \ � ` � y I I Sana Sewer • Cit of Sanford Utilitf,Es . _ . ` ` ` I tr Lot 6 I 2" Potable Water I c►.a,►+.wrarc CITY aC.._RMPORD vTILME'S ., I j I,. I 6' lcireStubout I See Site Pll*n For Easements c I Lot 7 ' ALL SANITARY SEWER PIPE TO BE PVC SDR35 NSF LOGO 0.8% SLOPE ExG'FffERE NOTED .Pr w AS DVCTIL�Lc IRON ALL POTABLE WATER LINES TO BE PVC j B` W A- i R s r�R I I II SAA9t TAfkV LtQ ( C900 i 1 ALL STVBOUTS TO BE CAPPED j ; lV1 p►hJ l+a t- S - 4a M_ awItl,AAI, r r mow.,,. „y _ VgA1M,�,. r w A„V,,,YM- r r ..�� r M r .o.IV�.IIA. •V 35,75 3 i i It Is the respoaWbility of the contractor to have all15' Drainage 1" sement N 00 deg. 13'29" W 645.29'" ' I I i 1 utilities held verified, including depths, and logged W f`~ T "CAPS 1 I I bdore Comtr'uction Commences. •• ••••• ' " G Vr M. .3 (NOT 1ti7C4044" W E'r TAP) I 1 parr��t�.�• v"r�-v"Est /�.p"r'�t2S -- t Z i er ,'3cnteratlonr Co' ` t= I RF C otj A1eCT - 12 1 �II wATER COAiAJFCT'" {Z.. -- AR S ---- 0 1 Hortslontal Sepemdon :10' Min. z „ R Eo t. A �y CoAs �s SGT - ! ! t „ I i Verticle Seperation : 18" Mien. Water over Sanitary ! '� /( '�"�" D UTILITY ��` j '�"' �"'" T �T or Encase Water with 2500 i Cd ' A >�=I t•c �i4Y CGy P~}E C.T • I lrlA 1 .41� V L1,.� 1 1 1 l i PLaAI `I ! { Coact 10' Either side of Sa rttary ( i I ,� r _ .,. �? L L 13/4CK Fl. Ow l Il s0' ,d ,'',CALL C2E.�_t-A1rY1 Wr�"TC!'�. hwAlAJ51 "t'c7 CSO: %'DTi98L..� /fNd��"f/�E ��` SNG�J ,{ PVGrii2",s""NSFt_C;D QVRAt,EG.'!''!,� 3 40 d .i'a L/AG d►T +' Ir7frT/�I/C o o� 3 ' ' to-m{�os 1" _ LOCATOR TAPS , ✓ BY DATE REV1810NS , Ge c4 0 3 ,�,A," 7 �► d y -w PPCt A i,wY'j - Fx) ST', to 7-,.c, / r i,e 0-9-19-03 /"A AI,MotB 70P EZ.�&Y- /6-61-03 A.5 nsa7E'0 wv ,04A.ns. ASO to joh. 407-68,2-404,u Date: w1hen & asseclates A. 407-682-3,W e. hmr 916260 crtllecrll r-hatmerge• 00 inielAsirer-tiet do ex lluc t�P tRritlrr 4,21:.1 r ,26t1 l"aW Il : Certification Authol iration No, 8272 RA,0E O. 3,0% 5L.aPE „ ri IY), PROP, x DETAIL. "A" - W T S g" W, nn . 4510 452003 1 C~Ity of 5anto'rd gww I Design: RRW Upsala Business Park t 12"o i 4.Ir . 11 X R'.C,M, F.M., N.I,S, ,4-/Z0/" EX iS7. PONM 1 TT6O pA-A VS ,9 c,p€,rrl d 01. " l ribc+xr, M. A'. Slit. No. Utility Plan -emir. Ai,. 9710 Approvcxi: OCT 0 3 2003, -017 106-r .0tv Ito of kc IVIAo 8" Wet Top BorsUd lack 12 PVC POW]* WaW Una / '18401 VeAtmf. UPSALA ROAD AIC, A0 4 SEE SEPROATE SNEUT FOR DETAILS AND U4MON$ -W- OW- *A0- ft» k" V� *Wb w- 4-6 -ft wwr w wIYM rlvw At- 00.- *P" W— waw -wot, "Now"*Mo. WAM #A* Existing 31Y 1/2 R/W C 172 RfW- — — — — — — w4 45 r, W 4" — — — — — — Proposed 00- -0- Wft 41— -*A* 40� ta %V Proposed 40' 1.-1 L RAV Ir -1 44 9!4� 529L, =---S QUO", 54L"JT.-=--- ..... . ..-Y ........... 77- A WET 19 to Seminole CouII nty, Fa as R 4r //M" ISO &d Sidewalk End SidewA (5 V F; End Block Wall 6'Concrete Block Wall t ( '�' 1 I I t .. t I 1 2" Potable Water 81, - C900 PVC Wour Mein.""".,61, Ffto Stibmt EXISTING od RESIDENTIAL LOT Lot 12 Lot I Lot 10 tA 2" Potable Water Inv. Flov. a 20A3' -6" Sanitary Stubout OrAoW 47 6" Fire 6"14nitary stubout stubout kill" ft*ydmnt No. I 8" - 45 des, El, - Manhole N*- ,� I I , f 6#1 ?ire Stuboiat, Mwftk No, 4 Top Elev. a Nat 6" SWtary Stubout ♦ Top Flev, VW3, Inv, Elev. a 29.59 6" f% Stubout 2" Potable Water Inv, Fkv. * 30-81 1 IifI 6" Fir} Sm*W 6 Concrete Block Wall 2" Pot" Water 1 End Block 2" ale Water 611 Sanitvy Stubout 208 Wall W4404000 ow A "No"Woo oftwww to op *a 00 oftiftlaYp 140, S no deg. 14'58" F .75' -0 0. saw"-& OAPO" Xjk*C:zV �61zz= q vim' U33' Li 9'- 8" pvc sanitat" sewern-1 10— kW ow 0 030% Slope SDIR33S NSF Iogo 8" C900 pvc Water Main 8" 45 dag. Fl, 61' Sanitary Stubout 81, G�V- *J 205'- 8" pvc Sanitary $ewer 00t� 0. Conc', Erew W.L. 8" - 45 d4 it, 0 0.30% Slope - Ductile Iron Pipe 00 A, Z, I . I . .. I r P""'' I — — — — — — — — — — — — — — — — — — — �:�r Too ow I;g 0" - 45 a 14 ,Oo 6" fire Stubout Ir . . . 45 deg. E 2" Potable Water I I r % Lot 9 U 1 6" Fire Stabout 6" Sanitary Stubout 6 047"Stubout I " SO 198. 8" pvc SWtary Sewer 2! Potable Waw6" Rm Stubout It' SDR35 fz AIM 2' Potable W ter 0 030% Slope Lot 2N -SP Logo 61- V`Pftble Water + W-4 rctonital Sewer Lot 4 Lot 5 j 0 1130% Slope - SDR35 NSF I 2" Potable Water 3#6101 ftlblmt 39T - 8" pvc Sanitay Sawa 6" Fire Stubout tit Slot - SORM 6" Sanitary Stubout NSF Lojo Top Elev. 33.0' FS Manhole No. 3 Lot 3 Inv. Elty. 28-75' 8" Tee-\ Top Elev. - 33-a ( I I 1 I I I Inv. Elev. = 30.19' a 8" Wet Tap and G.V. PROPOSED PinriNnON Lot 8 AREA ------------ ------ ------ 4S 17 -00 +w ~ "P. ".. I �"- 6 Satfitary Stubout ---. ----------------------------- to PVC 6.0,j% 3 #.04p% I 1 1 --14 Temporary Jumper Location CODISCOWAY ............. 1I 0 Conowtion for DisinfewonCit;. C ram !�t't::R I ( Blue Reflective Marker Exist, M.H. q� 2-7,D # 10 iv- r.' �—1 7 A 'Aq JE]d 6" Fire Stubout-,�� P �5 ��A 2" Potable Water - "Orf sit Fitt Hydrant Potable Water - City of Sanford UtWtigs 4.- NaS Assembly 6" Sanitary Stubout- 2" Potable Water CtLot 6 6" fire Stobout f Sanitary Sewer - City of yard Utilities Ty UVOLA I I n� I , I Seta sw AM For Lot 7 1 i al ALL SANITARY SEWER PIPE TO BE PVC M06L - - - - - - - - NSP'LOGO 0 .3% SLOPE MSPr vyNCRES lv*r4rD As OU4:7/4ff $o9o" WATOW 4 74,1 ALL POTABLE WATER LINES TO BE PVC S 8" SAtit-To4fty T 9 7' 1 C900 R ALL STUBOUTS TO RE CAPPER r- I fkS 14)t - - — - - - Lw. 35",7�-V -3 It Is We responsibility of the contractor to have all 15, Dmiop 82"Mot N 00 deg, 13, 29, W 645.V WET -rF+PS Z "ro 6 utilities fleld verified, Including depths, and da ed WINS, I before construction coutnaftet. � i ' � , Pc�Y+��trk� wt�`r'> a' t-rQS '""', i Z . _ ,_ _. _ '� .-'" I I PIRF- CONAACT - 1Z Z„W AT159 Cow *j ECT t Hodwaftl Seperiation IQ' Min. Z V**ie SopmUft r- 18" Min. Water over SanUary TV S MAS1ZR..UM,.& & IFTE" IN AN or Bacot Water with MO*; h P4 I Ir"- cajo mec,.T� - I L Cow. 10, Faber tide 6f 4 III got MW ^A/10,0C-,/A6 BE 5,#�OWAJ 0 31� f: F;CPA.- �39,sly 3 # U)CATOR TAP M -H - A I- o mac. AA, V ri V Upswa BUS14*11fts thility Plan OVY. 9710 Park Approvod: I Sht. No. SEP 2 0 2003 I 7I �,o �' </do4Y�'19e4�'�S //w► .t?e�►"'G�M �ctea�ca ,ce�s�a,at ��'`'i.i'"�e B*. Edge of Psveartent-See S eperate N�o.;aK,.�rl�. i41cf Mx+ A ,01reW Sheet for Clp>wla`R+f�ted first aid Upgrade iso A� JIL ift x art PAWL 3b` Wide 1'avema:nt '�"� '�'�'�► ��! I «. v-«...-.....» +,. pro+-�.� .. .,, .mow«...,.. ,,. _ ,,...-..•-'� '�`'L �.. w, ,1M,,,,1i�0•...r.. �. .�..-�.. +�W. r - �i.. �.n.-..-. .,,, .,,...ti.w�.�+.+1� +» .., �imrt,;,;, . ��►'' ,�w r .,...�»n.. r.-+.�w-..r. w -_.r•• �C'.,. ... _ "' _ - ,,.... ... .w .:+-..,.- _ .x _, _ wrrr-+. _-,,..+�--.+�. .. ..--..-.�..�.- .,. _ .... ... -,. _ .-_.,,....,.. _ .. _ _"' __ _.._ _.. _ .. " •"�" .,� Exist:Ile µ ,..:...Lr" � _ , ,..... ,,. _....�.. � _. _ _. �,••-�,* - .�-i.-,�»• -'. ,.�......... ,,.....�•�:., ,tea '..-...•=E�t��'t;`.%+�t' µ �" �'�Wr' _ .....,.-.. � «,-...,...... ,_� _ . .. ,...._,_..._ _.......,... �'"Nitttltt .,.,.. 4_ Pf0 .� �... �. i+ - I _ ,✓`..._.. • !- ; "y2� d`", flit �,.. 1� c� � . - anra, �twor � � saa� nas sr� '� ..y✓�• ,.c- ,n'.rw..-•n. .,...«.rt..,-. w,.. .» rM ,i1M wM + NN Mk +M-.e�.'AMr - / � . .,�: • ', ,. �.� , � �,.^7'�••`" ... • .r..J�wwi Y�. e I r Eytst- S/W. 520' - 18" R.C.P. ° '" " .-. ..., .. iqd Et1d SP,c>aan I 31.80 + lVlitc I , fir 1 � n �I �- - - ", ....•r•- -.... .« ,.., ,,..... :,.....rw...,,....:' .... «, �.....,,, ,,,., , I &,v. M� 9, 6, + to F.D.©.'I4. Spfts, Y. � Mitered End Secdc l / Tcp�1oc. � 32.0 ' .:... � �. � Top] v. ea 32.3 � _ .� „�. .. � 0.47 A , � Inv. Ekv. X- ( I °�'� ire x ►R��r � + ! i to F'.D.t3.T. Spaciiicatiorr� I z8 _... ---'-" -- - �. ,....�.. .�....w ... w - -,t l" •o . ... ^� .. w �. �-.� ... _ SILT PEOCS � I �� ''i� cr � 1 � i Inv. Elev. � //��..�� , y � , .� - � �. ,rw: �- � ...,, � '�. G✓ 1. y _ / ,/' .yn. '++.,�� w.._ au+4 ++,.r. r,�. wY.,. '•r V. +.ur.,...+ k 'w�1. :N!dt•'I WEi� iS ef".. i r EXISTING ( RESIDENTIAL LOT' I # -• ., ,,- I I F.F. Nov. r 3i , . Eiev. � 3�4'.S I ► I W. w G Ab I I .,, I NOT INCLUDED TYPEV4`R .M.M.rMMM.M.+..u.MMw: °°'` I'I y'' I _ ' -`' `' �- •..-.. '� I 1 , `.-- _... �....... _,... _:.•. _,_. .w ,,,,� I l i I I ; - 3�• `^s J `�lI.I I I 1 / "�• .., ` I .. 7'Ylx ,,Bl' Miami Curb corvCRETrr cunt AND GUTTER .� �, ��' a � } f -- . Topa 2 iniac .- i I ` % T� 2 III I . v i SILT P� I � r toP.D.0-T, Specs& �'" �- ... SILT I:CQCF I I I` to F D.O,T. Spew. v, ,v. 27.5' + I I lay. �.� . �_.� ? # ►( 1 I ,I ,� ._ ..-� ,1 I I I i ,,.� -32-- �= .." „� I �•..� I i I opo r<w*.rK.rr rw w .►', �+rN++► .. w.Maw.•A...;rMrifM.r ♦ M 4rMe►iw'MI. �) 2 r .:. ,.M. , ...,, ,r,. C:r"YeI�NNI{i ri -!M, r .M .ti • w. w' •ee► ++ r ++rr '.ri f1r"M+Yi �1". ••. NO r 110+0..... r w. erew...w Mb .Ar, "-Wft.. r'r& NNNV.+..w �. r ..+r..■ w� I 1 � I + � + e : •. � """""`"" ( (i ! 11,11_... , ''. � _•. _1111, .....�. �.... ..�_ I tl I I I •• "�., GATE `` ` i r ��, _ > Sid �_. I I I I , Type " 4baw Curb- •.�, i ' Prop, Cone. Rubble I ( I ! er '' t - ,....... ,..�.. - I' I 0 . .»-�.,......., _ I ,_ «, ..,.,�..,. _ ..�.._ > � ` wl T ar 3401 Filter •� Typar I I ,, x 1111: 1111 x .: ,.-.,,.�..,,.....,.,} 1111.. ,117 I , ♦ � � �,: `••. '. .:., - :. yr. :�. Fabric Under \ i . 1 . � , •1 i 1111 _ - - ' Type "H /Munni C,�ub ,� I Fab _ _ ,1111 � at am gars aMc ars Walarwwr. >r+a a on ear sows 101st W No aw srw alw &W Onr / rD I \ „00 I� t Aran \ ?AiteredAgnd Section I + __1111 I „ ► �, . , F.F. ftv. ,; w,.•+" ,. ., :1111 . , .�. •'- 1111 '1111', to :�.d„T. S s i � � • ^1111. . 1111, 3��r1 W 1111 - rwr ♦ ax�.11w'ir.. MI► wr ,wrwnMr..w w• + Mr rw r MM +rwi.wrk iu a+ ,r+rwrr'ww +Iw"Mrw'+w, r,� \4 b t'•'- t 42' P. env, Eto;v. 25,0'I ....w............. 1111.» " ,1 � `t•. � , `11.11.`"' ., I I I .•I I I Ty� It�t 3W V .P I 2Inlet r 1 �j 1111.. . F.D..T. sp��• in F.m:o.'x, s T 1 I r•�- -�s� I I I + 1 I ypc x inlet 29.0" �I Ir 14' �$_ inv� Env. a 28.0' 48' - �" . � � �' to F.D.+D , S s. � Cone. Rubble I I ► I I .� / + I ! ax A I I'mi I 4 ,rri R.C.P. w1 per34>(il Filter i ,* ►.. r` , e Inv. v.. $. I I I a .�. Irv. I + f 1 /' 1 �I I I FaWc Vnde r j 1 � 1 � � I � + I _ ` I I 427 t A MIRA �► ap. Nei., 1111.,,,, _ I � I I I ,� 125 - 20^ R c.>�. y '� ,e �; + 1 ,.;�, �' -ra+is f � ►: 1' 1111. ` '1 � / �,,' ll{ � I I ��i��wrn+awe's�o►�s�ra►+aae-a"�"""�"i�x•sn r. � .� . I � I � I I ! 1111. �....� .....�_.�,..,. 11,11 _�... �.. � "� •' ,r F.S'�'. 1 I i I ' 1 ( , f., M ay r I. 1. +.,.� Mw "+1111. ""';' {l. ✓ /. ' 1.. ,. y'��,17 . > / I / I + �/,,'� , ` I .�.._. ".4gy...•,1..., .�.,.-. , W •�' �f ./ 2 1olo \ \ _1111. r„�.. I I 1 1 to P.D.Q.T. Specs. \ i 1 42 14 l a 4,2' 20 �,,Y -34 I I I I \'� ` '�- J \ % Inv. Elty, 26.3 I 248'- 24" R,C,P, I lC?.?: I �''� 18'.F:p1t. «. 3S' 24" R.C.P. �` �} . G'C,LI. Fwc , � �.��•�, ,.,�;+�,,"'',� . 1 ' t ` ` t ^�` �''"` ""„ -1111'..'"..' 1111- --1111..... ,_11_11 ,1111..-1111.../ .�' / �'� � x'114 , 3 I I T e I a�. 0a>r a, .iA I' h nw.re. a,>,. s" tr +�,�"r { \,, E 1111. �. i.�.e.�M�... `�3..r ,"`" -- -_ 1111 ~- -_'� I J i 0 I' ! i 0 ` F.F. Elev. 39A `'�� r 1 �► �I. rf1�Mp.,.IMM i► M..1�AMnur.w w �wti,..,.� w w .Y�.iFIMR...iR' 1111. �.� .w r w,.n.rr + w - - .....�. �, 1111 �....�.. _ .,M .r.r.._ .0 .w ..r+MO.M,. ,. _ ,�, � �:, �`": n^, � �' � t �� _ _. � _ _ .,,'� �"" •1111,. � � �" •:;, ` I �`i I I I I � I � I I I I `,. '� ,1111. d ""'•+,1111,,,,, '� ,/y / Y j '� '"iia (:.N:IMl.0 1111. � �P. • ' . is j" I � � ( �' ti. �. ti ,� ,.. � :y,.. ,�,,. � w7 '`•�.\ ` I I I , , � � 'w. 1111-••-,y....•- r�' •• •' �� ,,,,,, ,�,� �... ,,,,,, ..�.. i, + J '�pG "�M �i��31i L•t�± 1 I ! I '� I I ! 1 7 , ♦ k �/ +»\,�. 1111. ",� ++1111. ".� ,,.�,� n.... w... � �� :1111,. �-... r.,� �✓ -1111- u k I :...�.........�✓ � 1111 - - 1111 �'• • ar 1111 +000++,.,0• .M. a.�.w11wM �w w w+M.r.r w w r r 1 l.w Now MIIw. MM " am* -wr w.. 0-0 - awMi r.M...r1w wM...4'r ` � +r.p 1111... _,,, "'11 11 ",.'""' '..,......n,,, ,.,�,,,, •'.r' ( �...»- ^^"'� '�M,�, . x +'� .wiMMwM.. 11,11. ,11_11 1111.. ..........- u`i , 1111. 1111... t �~� • •w I I I I I i t I I; I f I ` :�/ 1 Wft �=yM� .yam �w 'M 'i" I1tcLL �g' • l +fw1MR MfT ( � r ^Me sym+ p '.YMMfMf:?Yu �4Mox. f, F.F. Elev. 3.5 I 1 J I I I I I ( I I I {. 1 I ► I 1 i s >E?.5, to P.D.O.T, I pece. �a+ �+i.gr11pyg v, Eiev, 24.0 F.F. Elev. 3!R Prop. ( ( I �. w/'i"ar 34f1 1 I I I ;'.n: 1111 r�.•..+w r 1111 r.w.....w..,.... i.n+.w...... ;1 ! M. Un DW40 E '�',�i O GRADE I' t r - 1111,,,, 1 ar der VFal } �i1��y��q + ! -� 1111 � ., ( �,.� � � � � � Is %1»ar io 040 kmar illftA £° "'i %'Ri1CutL Nkftr to I �.. 1 ''! - j ., I j r 4 I �t rJ,.., �,� '�'�+�► ,,,; • ' Mtraf"1' 1 Filar Fabdc I DENOTES D N GRADE 1 � �" ,., � � I '�� , y { � a $04 I a I I ! I 1 V rM ''�: attd C��rAc 1�a1�iC _ 4V Ord, `� -- . -.. I . .., `` �•, __ a Acral - 1111.. (/ , P ~. + • jr ,wM..M.. ,. ,..+rw.r+w.+. «. q..rrlMl• 1111 40 0011041011" .'.r w+.,r+ nr .MM.r rq► w •..Yrr.rr ..r r wurwMr■ qr r' i�rr�lw a► r. wir.wi. ar aft wr4.r+ w �+w,MrM. .w - rr' ..r.r.w. r «. I i' 1111.. 1111-_ «1111 »...� -1111- 1111.» 11,11.. ,........+,. _�.. ,... ,,,1111 -11-11..✓ 11+11._.-:.:..�.-........�.I_.... ,11«,11. I I I , �l�x ix�ri�l Cli�iTClUit LINE' I .e er _ _ _ »1111..... 1111 «. _ . L. r r+w -1111. «1111.------------i �' _. 11 11_ w_ t, I -� 1 1111 ....»«M .r 1 4ww'.' t " aiF' Over the Impervious Areas � " ,y % .-s . 1111,. �, /�-r -. _ .- - _ -- - _ - - - �, _ _ -- t .- «1111 1111 i; r°' ```✓ %`C`aal'ItIs11' 1alits ;'' Qver itbe Ertkire Site. "� / '_ _. s 4 C?'Ar ,°M^'�7' P"m �.so^QAC AW a, I ii % rir' /e X rYt/fei9F"d Al I E detlug Ditch n ,� NNNA"MI ' / N Jl j -'r' xifi 'c.�s Weir - Type C Inlet r �. 1 1. x 13.104 Ac. MY. by'' l2 M: s 3.1$ AcM. f ,a { ' I DENOTES tyE►9iGN CONTOUR 11Y) ! .e _1111 1111. Top Elev. = 30.0j + I TM �.Mi"' x 6.06 Ac, div. by 12 l�'t. a 1.2.6 Ac/Ft. 'y9 } + L 1 1 I Inv. Elev. = 25.0 I { + 3901 t'Yt'AR 1�A�a�.►M.'.. ,I + lRentiozaluaoee sad I •ww.waill► {�} A S 5 I r. . '' { I DENOTES DRAINAGE DIRECTION Ac. Pt. + 1#0� 2.41 AcM. - WNW C.F. ,i Y l l'7, �`I Earle tng Retention Ares�u�$ON iN�Mp A.9` Na RA..."' AN ra /r, AO, 0, 7, T,�'FCS: ��Lot Imt err► urface A rad u: 0'�a � Y151QN I { Impervious �tioa V� Prtrvide�l � 3.0$ .Ac/tNt. • 134,2 C.F. � Sir 4 au;l: a Aura 0 'Total Impervious Area = Roadway » 0.60 Ac. - 26,280 S.F. Pror'd.134,202 C.I+. > Req d.104,"0 C.F. _. .- a � Lots - S.02 Ac - 218,6' 2 S.F. _ _ . ` � Sidewalk . 0.20 Ac. - 8,712 S.F. Driveways - 0.24 Ac. .' Tutsi 6.06 Ac� - 264,164 S.F. t �ti x �s +.y#^%mw��pT'..AI"Tw„a' I � 1111 1*dkMra>ta�ww�oi y ► N o Y�.niln.,W..�y�,,wuY1w�^�.oar#+,syw,n,��.dwoww. �y�.,�.�� .�IMI�tM� +4rld..0w,t.0.iW .w.a1..1�.9 Mv�+.O.R Mme'^'�r^.'T +..►".^^'_+T..+nw^+^+_ y ' � ', N�� Y;A,'f".hn;7 y1 y.�jM p {.M',70 '.} 0� d 0* AA - wN'^"T. : .•' � '�.' MM '�II.Y�X�. n = ,.: ,1,..-. .-. ♦ 1111 , �+rew 1111 - r-- 1111 r, . ,. - 1111 �w 1�. ��1�� { QC y i �w lJS"�A+,1w. Nor � �'� 8Fi M 00011 #.ut16 tlM 1111 " • /MIM�W�'MeW m,l. � �� - 1111 1111 4„^' ..wr •. };., 1111 , G, ::. #. r - G 11 _11 ' !'4 �7provaa: •, 1111., �..' > 1 rdfic It on Au or zabidn Nolr $272 1111 SEP 2 d - YOQ3 Yk 4 h , u ✓, .,.,, '). rr. ..d4. "7 y r . ,W a .. r a^ ,. I.. .v. a x ..,. all a. P .. d ... .. .. ,.. e5 ., .,,..I .. .. t,t ,, � Z •„ vk. ,. Dr t „ ry. „, n v ,0.•+..s. r ::..,. .. �.,., .. . .,., r .. r R , ... w. .> Y .., r.r ., ,, >, •E. ., i.. rr,. . � , ,. :.... ,. ,r. ... ,. r ,..: ✓ .... .,. ., , ,r. ,,.. .... r rl. r r. .! ow - Pm Gxtc Walt Silt P46i � � r 100k Waf, z7�0 x1 h .: �" -W:. dAULRetonflonftnd b 91 Ame lIto 2 auqs r -" a - 5T wv;.lt6% 1'a6,silt l - 14' s M 40.38' -- -T- o, 38� _ r 13 .,_ 1 MimfSilt bene --4„ __. .. 1' UL ''. 2 Exul. Smith Canal tion 15' 70r PJW ` ..v,oM tCont l it,�i l wx i 145 Rebar and filled i E-7 �.� wfid w/ 2N)0 psi Cv' c. � . �. � low CROSSWALKI 16” Conc. Block, "Vail I t r i �.•, ' 1-45 Rebar from Fwwr to Lintel �SctW rough (> f _a►nif Cc1l solid w/ 25(H.) phi Com - 46r at 32" O.C.' r•m .. Titus certifies that this wallsection meets ► Ei�G+L'LINE or exceeds the l 10 tW.)h ww�indload requirements � of Section l (A 2001 Edition or the 1; A t- CENTER L INE'.S' i t ' Ir tw,l Grade (may vary) CENTER € riE �._. l� /��a ft 245 Rebat' 4 ont« Ali[ 2 500 CF w k ..211., ._ psi onc. Footer �l EDGE OF gip{ y y �tl 1 AVE' t= N 7" - a �'i� fl ' Wall Section .rt�t.s. a -. _. L /NE HASH MARKS Wilson .P -o. box 915,260 ! ,. 401--�� Date: fes. tQ1C +1 oftd Y 4 �� - 9-1 y c�td�r c��1-+�'i�+�iiti. �� e �� lri��ap►'k.' lcfttficadon Auth6dzd 08272 Dfa'wn: gww Design: Rw rRAFFIC ajft rj0#;► 1W.&OFic J0Wcr10Af (0" DBL. YSLl OW L f N LE E>Ut. BmiW Canal --- ix' 13.38'—, "Wow P4 bble - It" a ►p . 3401 'tj+pa Pi bar F&I ek O.oty Ac.I }l kGr� war, MC1t00 TY.t C w $ r-4 04 - Ir .. w wo ar Vt* T YOE C w.w.,00 taa$ LIM T, YPE t .°�-' !"quare _, .,. ._ __�,kk ..T - 0, "r Cx Brackets rate ^� 116 j' Fiberglass Scum Baffle F 7-7mr- u_ i _ - 6"pvc Pipe I oa�i tE � I From Ret. Pond /"24" R.C.P. f To Staith Canal 51at�C5 ON ' L 6" _ .., 6 WEIR �..� E 6" Cap with Do Air not 6"x6" x6" pvc Tei; DETAILS fN11.jtw' 'e. 9710 Approved; + ,--6" Gap w/ 1/Z Orifice Hole - o pvc .ripe TY ICAL ORIFICE Atsr „Exist.,Sdoe� See Seperate Sbeet,for UpSWa Road Grading and Upgrade Plans (�i f,,,,/''..,, .. .». -..M,_»... �nw�_+,w ,++..,.-+r,_--w..... .. .»..,. . ..,.-w,,,:.,w. '� r. ,w ...;s,.Yrq: ,,.,,:.r,,;n, ».. , .+.'�.m..�.' w. ,w«wn•a w +*�*!N.«r+ .w w ... r \ _Stid Exist. 36' W,* Pav mit' 4wr'ir n e• „�M'�11w 7 ., .w..ww+1� 'w"..ww%» w.. --r..,-,-. v,-''.�'1+�4wr.. wwt".�'^•w .. +:Y++' rw ._. ,�. .._ _..-,,, .--.. _. .., ... ..» .,--*.,M.... ... ,.. ..........»..., __ _. w..,,..",..,. .....�...» ,. _.. _ � ... .-.., •..*„» .,- ». +.....,.,i ,._ _.. _-,.....,.,. ,_ .., ...•-..-. .- _., „».._. -_ Ditch ja Exist. Vi” r . . 301 E)dst. • , a W" +.�A .•`W.w~w,"+.+,..».�.r,.�_,'+»..„w.r_r."•�+e.•+M...;r+.._._^ww.�+r.�.�4_..ww- ..+._,r.,..r+..+«^:»V.'_'^.vlwrm--a.nw... �,�.....,«..•«,"....,...,"r.;-...-..i— .,m"'�+..w.+..«•..�...._....__-_^-.w...w...+�»+�^i+ow. ». ., .r.wea.... .. ,:.._,.,:•_ ,.;, w:ww+...w:r " .r •'•• F^�M•I,M-.i:. ' rr MV�.�Ie'n 4 M11..�..Y. �r. 4.YM!,nw,wN r ,^ ,!" Mf.�Y- N• ^."'^^�..,A ,+n ..,.W. r,..w• ,.., w.^'..fi_... w.. r i++' �. .ws•�s� ... w, ^'.nW^.+Mr w++��.Ji..�•�•��_S..igIQsK1 • ,_ Prop,' io i,+1 _ »a �a��• Et/ / � ma,n_. t pvv ,_. Ditch „,�.,.,,,,,,,,,, w.,... -,+•.w -».w .w.♦. - ,C.. w� ''�..� ..._" ...M... �-� :. ,� M � `., ., -AA , �..Exist. Ditch l arc Y � ^• ..._. .-_... .._,,._.i. s. __. k14 8L Ditch �f ax tae s9es _„. •,.--�..-._ _ .., ..., .., --»..M.,..., Mr +Or +.4•Iiw4M�.w .r wail.' aiF 4w .iM�w+MF wq +M' aw, i w+'�*Ir•• .w ,m s•r..wni.r ._ w +rnuwM+ r « ... • � .r • a► r ....�..i��"� . /1► r ..,.r�++s ... f +wwr• + .+r .r.+�+w ,., �or +�araw.. i► -_ ._. _.., ,-, ..., _ _ ._._...._ ,,.. _............_ - � � r � w• w � w .,na,.+++w.. ne r rawrr r w �..,a.�a.. •M' w �. t .wr+..�+ 4 w i...+r....w .. ��... .M •w .+.na,...+.• •n. «+�.. w ..• uix.a,+.w r �� w •.r w r +n"+++,w. , t,...,...... - kms. 1 'w" `� t -. ... .. _ �. w. _ n n n Dt .. .- -. _. _ T Inlet 5211' -1$ R.C.Pa ,� Ir 1! .�, .. .., �. _ _ ,. �-. ». ! '"%t1 t" `. _ .r �_ ,.� �. _ _ _ Top Elev, = 31.80 1 Mitered End Section Exist. SJW �, .� ,.- p Type t f ' ��j' ~ --�»Top Flov. 32.5� Inv. Eley. 29.50 1 to F.D.O.T. Specs. . Wired End Section : t T Blur: 310 .Q t't Inv. Eley. 30.0 _ _ to P.D.O.T. Specifications Inv. Elev. a 28.0 11/ A/rA91 p ` 30' 1/2 R!W ------- in - '_+•„ t2 %W _.. t 8t; 1I21W q IStabiltaad Biarfder Prap.Aavaert idtS/xrt,taorestExist, parmeaStslfxsd 6ioa OeS65f.3 to 98% Max DestitY rtrw1 r to 989Max, Duir78a(US4 Sh4sm” pro). lost st 1K ft �tp9A1Mix, Density X. UastExist. fITatic/Ditch ,12 tea tz {MIX axr. KitrcM M�' I n7 SX. ” Mex,(cr/�r�r 4aam f �a 4 1.5" Type Aa1 'tPaverat A 4oi9 Sar V40 -MR __-/0 a IMAA , 15" Ty" S1 Asphalt pavenvsit ! ��awr� c y 1s" sl � s alt ipavcuaettt L" " �+ .e l A ° pb eM lR c►. Z - 18" R.C.P. g" � t,B1!»io •98'll C0&® PA4rt0*4 *fa AASw'1'c -r0! 0 Enf ►+n '� 1a3 :RC.1. 9 - i S" Liamrmtk Base LBRSa -9 1i o iesr �ws rn 'Ttf$C? V i.�baere SooLDR5a �.r '---10" St&Wixtad Subgrxde to 75 psi Max. Drnsity Kaf 9glfe 6u A trn + ID" 5taNtixrd Subg c tv 75 pa Max. t7oWgr,of M, ;100ft"Wd ado* a to 73 psi Max.l of 9#*A L[ D[l�TU1�BF.D AR�;A9 WIT HIS ?HL ftl1V ARF TO B� &a�1)b'f7 ALL DISTURBED AWAS WITHIN t1'1W R1W ARE TO AX $00DE i -4- 185' �xiitt, t �. tt 25 �Ee in ....,� Qua e ,.. �,.�... Au E,C,sT, sr�e�.�ve /s y'o @'E Ig"'Ye1�o+ia S�tt'ipia��j.,tjp ;10' b,�.'s ��..� _..�. " a'�--ry,M.�. 11, I#Vi�r l . J ..... fwl"'-"" ,I1.1' A-w••--+.-_.w,w+--"••-_-s,---^' --_•r....�......w.,-....,w.,,+..,n,.-,r..,,-.+...� � t R�-sr.¢�P. v A�TF;Rov�icZL.�sY ! `C� _. � ` 3$ 7-0 ff K ST JSKW CC' white Edge Stfting End of �xisLL GINW. . -^now -Edge of FxisL 30'Wide Pave t ti'r IF.D.O.'r. Spec Past G° White Edge Striping _' .•o, . loge of Exist. 24' Wide Pavemew to F.D.O.T. Specs. Yt9ttAW IaAC+ et `rrM/M/ LA/1/k� Q'» r s..ws 18 YeU0W Stti 9t1l:C).C. sw V D,0.7. Specs. Ttrru Lane �> 12 1hru Lrne l_ .,..,r,MF ,.a ,.. ." _ t 2'i- q SQ •4 too 3850 !! a 0© taft o ' " - ---aaatalrt��asat ». _- -a Z.. �,. _ - D ,da Prop.' Exist. Pavement , 36' -- -- ewe.- w .... -low TAW t2' ilrro;mrae Tfeas taaar W:lwirr �+w► _._. _._ P.P. • R1tW c -ra / ;� E►la (ot• White to i .A.U.T. `� 6' P.P. to F:D Q.T.. w f Wbite _ 4 ",, _ .. ...,.�,_ -.,. - ._.__-.._.. �. ._ ..._-'"-•-- _.• _. .-............ ..... ,:.-..--.,- -., ._ _- _...-..,..» .,.. _ .,...., « rw,•.w.." ...arwwrR .. .. .. r .a. w.rrw+. M .. r � . _ _.. .._._..._...,.-_._. _..__....._.. ._ _....--., . »....�....._-_..«.,,....,»,..»:..._o,,........»--.. .,—•,.,.--,.._..... ._,..»..........-•--•4,.,F»_,,•___.__...-_....._.-......_.._.-,..,..._..,...._....._-..�._....._._._._.._._. ...__ . .. ---� -- M M'N •- Wr �"� .1�• ^ 'r1 'M'.I�.MI�.w .Mr .wr..+.� .r .. ... .F +. r .r w. '-mow !r Q► +/�IrY.. w..i w�aWan� i+ ail. .��• .ri+ .w P+�F,w+'.qu. 4i r�l�lw w w r w.�w" .. r+++"rw� � <•. +,www w r..I..�r,..� .� r+�l� w r .r�a�_r _.»,,,r ^"' • 1111. r r fir' .r w +trot s (0white fto $ikons r �to 1�.o.O.T'white Pd�G SerfpittttL•P, to PMO.T..Spccs. f to 1x.D',():7". Spescs. ar i -Edge of Exist. 2d'Wide Paverfaent »wt owe_ _.6" I9ity 3a Aga ,- tEdge of t xtFt. Vlridgoo e t — 2A ThermoEdge of Exist36 Wide tavet�ttJ -Plastic 4 Back Froin Sidewalk � �_ � ....,.,. _„... 50' Dbl: Yellow Line Ptq)osed Crosswalk Striphx STAR1` ! SPEED LIMIT 45 MPH to F.D.O,T. Specs. akf�o cs� imm* god st"Al Plan Tc.'ci�att�'s.ta1� NC1TE5: V k 'Ao #mt. pwho u�•r F,wpMR i atk+dr Cicaea tJ+•vria eenaY^^T u'7vrw ww+fa- p .�„ a.cna uaaeyn Cazaac Fu e,�a�rrco tcc r X77 .+AWM t f @W AAFAT-4' r 01W fallow OWN s nM MR44 aaumrm ro aw rraRok trot e� aatrsimp o as s �r dx 47 . qy. 4W A,«+^aba aiu p6,W 0u.lpAk7'+ - •. -_ _. _,, --._ .._,__ i`' ----'C7 _�-_•_____.,._ .., -.,,.......w ......q;.,,,....J-..+e�,., .a.,..•. reflectors prior to sunset with no conflicting lr caww. oast!� a�p a,� m.ar markers. a,t.Ae. rak,rtow+lM.iO7.r F , Kp9+•RY �,- Pv+,�a d'. � �'#' 'Cwrr Cp wart _Lm - - .. _ » as r 5. All striping 1 r w -Right -of -Way _ c h p # aye uts ]thin the must be inspected by Sem Kam Count 1 ectiaris prior to erinenant install t ern. .»» 0 t. SW wl"No 1. It is the responsibility of the contractor to field y r A utiiiit *d ff" before cons trUctian commences, It iS the responsibility to field verify all d�e'� �Wore construction All Fraffic Control Signs and S ` per SemindleCounty Traffic Ordinancece #82- 39 which incorporates the MUTCIJ► and: Seminole County 'I'ratffic Standuds of the Land Development Code Chapter 205.23. 5. Before c nein construction c tion vvathln the the catttt or �vlil r.. Property r ;ID' l�aJ1a''' - a� - . ; ,.....»:, ..._,»,.__..�...., t.t?fatBCt, rias �exnlnale ' w �!` des +�' b �3' 0 ,', ( C aunty 1"raific C)peratu�ra .�r1�11aeer at 407 6bS SC77; , ro"P' �•' .�.:. .. �... �... .., �.., .� ,�.,..».........,.,.,�....�» :..�» .,�.:,.�... �._ B,. envfae > .foe,. Xv!N10'VMp1el�iapaM i'ra'Oy;S utrzm,w terra aI _ �,.. $40711 �.�».:»7_.«, 1 ori, a•• . ,.tea Apr e":.._._,.........,�.. _.. ;_._.Y.;.w.:. �oxAr !�•ras. .a�� ..m��R ----.,.. Str77 An M.O.T.will be submitted at the onstrtzctlafa 11'ie@tiro da�r',.xa�. yea r�,x ron�c, &C1�JSJ,I:" ,1p"7" 7!�/�d�'. :. �Nnr sr�.r ar"'�g r ' � �.»,,.,.......:.._-___.�_�._.,.»,�,�..,.,,..,»...,,..,,. �.�......,�.».,,.,...,,.:...,.� - J • �'e _.. �. .dr,�aas � a' . + .-'" GRer @P .1eA tarSa �... .w. KeRa iY loaf dfltai {� 7. All disturbed a eas within the Seminole Coo, ty Right -of --Way are to be past back Senaaraale. County a'tira CYkSlds. :poe P _:.. +. .aqa qv A¢rp,. Map,M,v"#^'7:'•!'"`':."'aw+�"��^�� - _ _..._ 1 Approved for construction tea, � _.�. In like or better cuiadltlan and sodded. pp _... Ces,.raO0.00ers,raane+arpmrr.. Fop * �� - - �. - .�..,.-...�.-._ -� : Any roadwork to be done tat the Seminole County Right -of -Way will. _.Oil a, �•,�� •,� � Y '(, �r* construction zone Plan/Permit andapproval from Seminole County Tlaffic This a vW is subject to specific conformance to the Seminole County Land JEngineering . at p k En ineerin at 5 Development Code and any special requirements of Board of County Commissioners ap Y � � �pf�+v t'�� ra��r__.._--,..,..y,,.,�,»»;�,...»_:�`�Ra., »..,,,,,„�a1 , least, .days prior to comment�t. _ - t r�tr It shall be the responsibility of the developer to correct. defects an he plans ' Revised Supersedes previous plans, y p any fee t pan or the _ _` � .. , , ; 6"a!•a tit,+' teaJae k.aka a+umaw ues � ,. 0” !e �, � rtr :a.a a. Am as W AOA � U 10 Contr ct: facility � CorastnlGtecl whlCla resailt5 to c1 failure to meet applicable code requirements. a Saw` wa.a �aiaa ia�+aeawrcar . was, a ar shall pay fpr and obtain all the required Seminole County Permits WW pP q na wa 9..iW66. wM+aes 9t*'ar: atag7A+arp nw,aotJ•"Okwa.-07eC6 Yp Y'CSM✓ rWFar u.MM Yka11R7aya � - � _ - J 6. s*agA RAma,! Rr.�r Fr MWdPJ AaMlr:M ""9` ki,diva is ar; Walw1®, "ns. tae: �w Wt4a AWN, 1* KT&gk r6' VV- m ;" ' $ar � rr+a.1g5,4' 0"aa &', YOM lhaarlxWM .fast+- auax,ae an ,�0M scva� waoq�+e�x�nrr,.r.,�..,� Vic. _ Adn7lntstrat.lveACCe ranee o1 the +sv 1p ers laws d waiver rev 1r pwr , . ter--... �,�.».».4Y»�....»_.._._: f hold a pre oonstruction meeting before starting work. Contact Jackie Laracueae, l e d e p p ass not constitute t a ee t of any r , code- airs t�s trot does it relieve developer of pnmez tea.+�rrFa..ws'da•,w.�nw.«+lwis.=r..e.ora ,. � � l�evel�Cr.. irifi`nt Review .. :- :. :. � tllf+£l a t r, k�`i#l�ft. to rra+�'.et those , emp *16 #�.�,�..�.. .�_,....._ ..,,..»_,�...._..�. p ew Divrsicrn at 407 C�65 7409 for infoxmatipat �r .��{. c►ett` '� p '1�l�n Y tb+C► ae xw» $ Y ,qp ywsnmaa mRr ,euauwr uar+ ....art wq aaa a�w^wrxmtg, +mow em, �a � _-•s-.� » a.„ 9r r , .aW�._�._._..� requirements, TWspecific naval 1$ `salad for enod of one year from rile date below k_ k meeting, 1.uance pf. +otttity permits and other requirements. ! 11- p y d t:14'A LYRA - 3: #'rti'erv>p.aaYkilltt}'Y�p.ar t'kYls. 'b:: F:9�. , ' ,#.a ......�»«.--�. .. � � ,I Y"" a s . � : e w • > „ _ !, r '?"� 3 #d6J prov «..«»,,.....,..,>...,_ al.W'eaM weew V 1'AIYI4VIefi. lei '±�,�....--._...-...-».,M";..,.»•w»...,.,.:,:,....,.. f#;Ai'B6M.11iit:Y�i'Np�'X7' Rap :.'Stiff: .„.. � ,. & CNlha afm(Ya/.PWMliaar nemnc .....: .. ... u MINIMUM LENGTH (FT) TO BE RESTRAINED, ON EACH SIDE OF FITTING(S), ' PYG:C-903,/905 CONC. PAD (FLUSH PIPE. SIZE' WITH FINISHED GRADE) 4," 6" €3" ; 1 „12" 14" 16" _ r 18" ! 20"'1 ZQ„ x 90"' SEND STAMP AS REO'D. _ 1 747 W- , i 45'N -6E G e" 1 -s r I 1 4 v 22-1/2' BETTED R TURNS TO OPEN . / I MPItTA� 11-1/4' SEND. � jo M A,,.. r. _.... " .. r j (SEE FIG. 115) PLUG OR BRANCH Y ANCHORS N I_^ 3000 P,5.1. -•• l . OF TEE CONE, MIN. W G BY CITY) VALVES 16 INCHES AND LARGER NOTES; 1. FITTINGS SHALL BE RESTRAINED JOINT TYPE. a. INSTALL FULL LENGTHS OF 'PIPE WITH TOTAL LENCtH CONTAfNINGONLY . RESTRAINED JOINTS EOUAL TO OR GREATER YN AN LEkGTH SHOWN IN TABLE. S. WHERE TWO OR MORE FITTINGS ARE TOGETHER. USE F"T'fTNG WHICH CH YIELDS GREATEST LENGTH OF RESTRAINED PIPE. 4-. IN LINE VALVES AND THROUGH RUN OF TEES OUTSIDE LIMITS OF RESTRAINED JOINTS FROM OTHER FITTINGS NEED. NOT BE RESTRAINED VNLESS OTHERWISE INDICATED, 5 LENGTHS SHOWN IN THE TABLE HAVE BEEN C' LCULAT FD IN ACCORDANCE WITH THE 'PROCEOUkE OUTLINED IN 'THRUST RESTRAINT DESIGN ,FGR DUCTILE IRON 'PIPE AS PUBLISHED :BY 04PRA. WITH THE FOLLOWING ASSUMPTIONS, -TYPE Of PfPE:—.. PV _ HOPE WORKING PRESSURE:k P.S.I. _ H P.S ;. -SOIL IG S01 DESIGNATION:_ . LAYING CONDITIONS -A= TO BE COMPLETED 'BY THE ENGINEER RESTRAINED PIPE TAOLE ( PVC -HDPE CITY OF SANFORD 1999 FIG. 1'.(74A PVC PIPE COLOR 'WATER MAIM:. BLUE . " PIPE- . 2'' TO 8" PIPE - S" TAPE 15 CENTERED ALONG TBP. HALF . OF PIPE.- TYPICAL , - POTABLE WATER MAIN P'OTAWK WATER MAIN 10 TO I " 'PIP Y R C • 4` APE IS PLACED ALO ' 9X3T'M SIDES F TAP PT+E.•�- 14Ti 0 HALF OF ' 'iawiuxx iWnoa rnli:iwo-iw,m.�' _-..-wx�Anlas-` ! . PWAIIIA MMM WN MIYAMX'AAKM I1•N IVAAIL w,tm-YY9' O 1 20' ,MINA LARDER PIPET; r TIME IS PLACED ON IOTW S(OC3 QF THE '`E'OP HALF OF' rHE PIPE WIN A TMOO $"P CliINTERED ALONG TDP HALF OF PIPE. '•-.••- NTAAIZ MItTtA 4wA PNa11t iNNOr AMAI IarnMLT tYxftR I" r� PAPER BACKED AONE3IVE "APC (7"IFPCAL) - :. f p. ..I • , wpe WWw4WY .:T .oMx 9ratntwl M 6 INCHES BLUE TAPE WITH $LOGY( KiN1L1NTl! IFtPE1EQNAEI$0 IiifER1NG SiA/LLL BE USED, T141 TAPE SAAU. OUR 1`11010 ANT TO JOINT ALONG THE PIPE,. POTABLE WATER MAIN WITH rotUlIFICATTON TAPE NTS PIPE` A)ENTIFtCATION (POTABLE';; WATER) CITY OF SANFORD 1999 FICA. 1•;10 TB MIN... : - ...-,.,,.... �•'.�.. %4 BARS ALL ARCLIND (MIN. 2" CLEARANCE y AROUND PE. e A._ ' j or Now IrYP A' . TIC RDD$ INCLUDING- %. NUTS AN w H U S 0 AS ERS 4" 4" 1 x N 2" HOT' DIPPED 3ALYINI2E4 (SEE SCHEDULE BELOW) OR STAINLESS =T1._ ` - --@• (6" MIN..) // BEARING PLATE / MECHANICAL (TYP.) ! JOIN rS Ij 4 BARS..,_-.,-._ le IINDISTURRED EARTH ' r ^ � SEE TRENCH U :AILS D 4 0 Mihl E Of!" AILS ., ., FRPPEBL0 H ENCASE. TIE RODS IN •-- -� :'-. +.t - ...- I ^,OVE:R .. .... RBOUIQFMENit'S, 0 ^, OVER Wwe SLEEVE L 'VE MOSES:D - �SCN DALE tlF NE ._ AND MATERIALS E I NSIONS .. AOCITIONAL REWORCEMENTS SHALL BE A5'T 'PR'E I OAMENSMN$ Tic ROD4 REO'D _w SPIEC"D BY THE ENGINEER, - � $0, "1 t y A CINCHES i I R i C D E11 NO T 2, MI N, MuSTRENGTH COMPRESSIVE FOR ^ CONCRETE SI4A1.L BE 5000 P.S:U _ 3. BEDDING, BACfFIUL AND COMPACTION SI ALL .,--... ' -.__ - ...__.�.. .___-. BE AS SPECIFIED ELSEWHERE IN THE STANDARD URAWI/iDS. f✓ __- 4, ALL ARM '. SGEMMAE BE OtMNR PRxJR- TO BACKE W I 5. N"Ll.- .-., .._.. O A�LLENVAAICE:..'. BE E .FR "fON hNbl0 BETWEEN THE'. PIPE WALL -.ANO THE THRUST COUAR. __ _ '. ...... •I 6. DESIGN R E N P F .SSUR... ,. £i Fgal' .•......�F MEAS ?0 iM COYPUtSDSN MANE Cf. ,_ti-. Mn, rr, Boli. +kwwrn (+;epo uP+,> Y rtu n cwaKf'x. SAA NPYY x WATER MAIN THRUST COLLAR DETAIL CITY CIF SANFORD 1999 FIG; 105 OROOND LEVEL- . tb VINYL CONTINUOUS' MAX, WARNING TAPE MIN. A �i TYPICAL UTILITY .PIPE t GENERAL NOTES: A, ALL UTILITY PIPES SNAA��LLLL BE INSTALLED WITH 6' INCH' WIDE VINYL CONTINUOUS NDN- kinALLIC TAPE.: - FOR IDENTIETCA"ION AND. WARNING PURPOSES, BARGED ABOVE. THE PIPE AT A MAXIMUM .DEPTH DEPTH -OF 18 INCMES OR AS APPROVED BY THE C", IT SMALL Si MOO COOED AND WORDED AS FOLLOW,: 1, POTABLE WATfR 3• ' Dib.VPfl SEINER A. COLOR: BLUE V" BLACK LETTERING, A. COLORI CREEN.. WITH BLACK FRIM 8. . LE'TYEIBNNE; 'GAUVON7 WATER LINE B- LETTERING: 'CAUTION: SLIVER LINE ' ' BMNBE1, BELOW" OR-SIVRAR: WOROIN(E. BURIED :BELOW" OR SIMILAR WORDING. 2, R£CLAW[b' WATER C SEWER FORCE MAIN A- T COUORPURPLE WI'H $LACK LETTERING, A. COLOR. BROWN WITH BLACK LETTEIBNG. . ,.IG. LET ERING: ' GALA TON. RECLAIMED WA R B LTE N 0, 'CAUTION: R SEW£ FARCE LIN CUR) LOW" S ' RI A,. E ED BE SIMILAR NARI RL7 k°D INL'LO OR �-AR tYOR(lFNG. WORDING, SIMILAR G- A COLOR -000 $4 GAUGE CONTINOUS INSULATED LOCATING'WORE SMALL BE INSTALLED ALONG ALL PRESSNRILEO MAINS. THE WIRES SHALL 010 LOOPED AND TIED TO ALL VALVE WKES. (AEE FOG, 400 UTILITY PIPE WARNING TAPE ('SEWER; POTABLE WATER, AND RECLAIMED WATER) MY 'OF SANFORD 1999 FIG. 1 1 1 CONCRETE BLOCK,C K' , 36' M IN OR BRICK AND SEENOTE / COVER MORTAR WALL I'llLUNG AT SOILH {I c T ENDS HO NT •-• YE L E 7 RESTRAINED I JOINT D C Tt LE ( RON rIP'�+.. I a 4' MIN. 6" MIN;_,.._ 4.r_.. \}_ CASCADE TYPE. CASING SPACER STEEL CASING PIPE - �... DUC*(LE IRON PIPE l/ NU`ES: 1 WHEN CONSTRUCTION ISWI H1N FOOT JURISDICTION,ADO,If AL 'REQUIREMEN-S OF THE UTILITY ACCOMODATION GUIDE SHALL BE MET 2, WHERE PRACTICAL, CASING SHALL EXTEND 10 FEET BEYQi4D LOGE OF PAVEMENT AND 5HALL NOT BE LESS THAN 6 FE EO d EYOO EDGE OF PAVEMENT IN ANY CASE. THE CTf1MAY RE1RE LONGER GE R F SOPES, CASING OR DEEPER BO E. , 3.. AS A, CONDITIONAL ALTERNATE SPACER METHOD, FIDUR-4 FOOT LONG, Y 4 IN R WVI H 4 INCH B CH PRESSURE TREATED WOOD KIDS C ARE NI; SUR S NOTCHED FOR THE USE OF ONE INCH WIDE STAINLESS STEEL BANDS, HAVE A REVELED LEADING EDGE, AND ARE PLACED 90 DEGREES TO EACH OTHER AROUND THE PIPES; ,MAY BE USED ON A CASE BY CASE BASIS AS SPECIFICALLY APPROVED IN WRITING BY THE DIRECTOR. SLIPPAGE Of THE SKIDS WILL RESULT IN THE REOUIRED USE OF CASCADE •TYPE :CASING SPACERS. BORING AND JACKING DETAIL CITY OF SANFORD 19y9 FIG. 106 i /'` 2" 0,1. VENT PIPE J W/SCREEN MESH 4' 1114' PRECAST / OPENING AND 4"x4'' SUPPOR- POST (TYP. FINISHED --_-..,-7 CONCRETE VAULT LOCATION) GRADE,36 SGi /'.'CAST IRON FRAME AND COVER WITH B 4" MAX. --• . ( I_I7 1%4" ^ ACCESS UD. # GROUT AV rn_•\�`�lJ� PREMOLDEO PLASTIC-• ^r/• JOINT FILLERJ _ 2" POLY `> 2" VALVE ('TTP,) S" WALLS, (MiNr)-- �• �,� � .•..• ' 2 ORT, WITH THREADED PLUG PIPE PLUG (TYP.)„ I I: �' CUT OUT. AND- SEAL JOINT f f ' ��.-• 2" Nf{}PLE --- _ , ,I�" WITH. MORTAR f0'R FORCE 2" GATE-•••.--_.-.y,"""'--� MAIN OR WATER MAIN VALVE -^r - BEE NOTE 2 2" NIPPLE -- -- SERVICE SADDLE PER `SPECIFICATION FITTINGS AND ---•-- �A� ~ SECTION 50.5.4 PIPE FOR A.R,V, SHALL BE BRASS _T6.. BEDDING ROCK _- 1- 8' x 16" REINFORCED .CONCRETE FOOTING, (INTEGRAL WITH PRECAST' STRUCTURE) NOTES: ABOVE DETAIL I5 SED ON dA 0 2 INCH COMBI TIONAIR/VACUUM RELEASE VALVE. CHANGE PIPE ANO 1711140$ ACCORDINGLY FOR OTHER VALVE sires AND TYPE'S. VALVE SIZES TO BE DIET" - MINED BY THE ENGINEER AND APPROVED BY 1NE,CTTV PRIOR TO !NSIALLATWN. 2, THE MINIMUM DIMENSION FRQN TOP OF PIPE TO 'rINfSHFD :FPAbF SHALT. BE 4.0 FEET 1, ALL STRUCIU51E5 TO BE TRAFFIC GEARING RATED, AIR OR COMBINATION AIR/VACUUM RELEASE VALVE DETAIL CITY OF SANFORD 199 FIG, 112 30" x 30. X6" TK. CONC. PAD (FLUSH WITH FINISHED GRADE) 3" DIA. BRONZE 2" 3" DIA. BRONZE DISC #4 REBAR5 TK, DISC ANCHORED IN ANCHORED IN CONE. PAD CONE, PAD -STAMP AS - -r STAMP AS REO'D. ALL AROUND -7 y\ RF-O'G. , SIZE • OF VALVE d T "" TYPE OF VAIVf. _.-.-•' : 2 1/2" l ib 4• • / R SE VICE ' r I 1 4 DIRECTION A t R TURNS TO OPEN . / I MPItTA� c .�•" , APPLICABLE VALVE ..._.-. '-': • ' ,y M A,,.. r. CC) SOX AND vER " .. r j (SEE FIG. 115) _ --•-• Y ANCHORS 2 3000 P,5.1. -•• MIN, (TO BE APPROVED CONE, MIN. G BY CITY) VALVES 16 INCHES AND LARGER _....,......_y4' ......_._ r " TK. N ' 6 COG PAD ' (FLUSH WITH .. FINISHED GRADE) I4 REBAR5 ...,`. ', �• ° � „,.,.. 4 e ALL AROUND ," F" M \ o. APPLICABLE V -- ALYE - B X D COVER I (SEE FIG. 115) VALVES SMALLER THAN, 16 INCHES VALVE BOX PAD DETAIL CITY OF SANFORD 2 1999 FIG. 107 2' DJ. VENT PIPE W/ SCREEN MESH ' OPENING AND 4"x4' C"CRETE.VAULT �! iJP(+DR1 )F'OSr;,rYl'.. LF._�.__.... i -' CAST IRON FRAME Fl AND COVER WITHACCESS L(O, PROPOSED GROUT PAVEMENT -. P4"- pAx. -.,-.- -.... P4 GRADE �L A' .' t`__::,..._._.. .,':i N•.r OPERATOR jj w HANDL& P i� REyFOLDEO PLASTIC..' 2" WLYE (TYP.) "--- CAST IRON .IDINT FILLER VALVE Box ' PIPE' PlUO (EYP) -...-e" � p ,.. S" WALL (MLN.) TOP SECTION ,.. -' ENSIGN "N NIPPLE 2- DATE 9 1N FxY - -•• 2" PORT 'WITH THREADED PLUG ROD.AS cQUIRED VALVE,.( +^- SIE NOTE 3 2 NIPPLE• "_• • _ ---GROUT /.. 2' 90• SEND 2" BO' BEND IIA+ �^•-'UNION .- 2" NIPPLE 2" GRASS PIPE -•! . 2" GATE VALVE i 6" DEOUINf'. RUCK �--•^ � ,, ••-I�` 6" x 16", �FWIC@D CONCRETE 'TOWING. WASTEWATER .......� FORCE MAIN OR WATER MAIN , SERVICE S41 DLE ,"- PER 'SPECIFICATION SECTION, 50.3.4 NOTES: 1 ABOVE BOC DE'FA11, IS BASED ON 2 INCH COMBINATION AIR/VACUUM RELEASEVALM CHANGr PIPC. AND FRNGS ACCOd DR OTHER V LVC SIZES AND T P S VALVE SIZES 1'0 BC pETENMINEO THE BY E CNGfNEER AND APPROVED BY THE CITY PRIOR TO INSTAL— LATION, 2. THE MINIMUM DIMENSION FROM ELBOW INVERT TO FINISHEO GRADE SHALL RE 4.0 FEET. S THE AIR RELEASE VA'.VG SHALL OF ADEOUA'rELY SUPPORTED. OFFSET AIR OR COMBINATION AIR/VACUUM RELEASE VALVE. DETAIL -7 CITY OF' SANFORD 1 999 FIG. 1 'IM OFFSET (AS REO ,D) -- WOAD FORM BOARDS BEHIND EDGE. OF CROSSCUT BENDS BELL SHALL NOT INTERFERE UNDISTURBED _ �I WITV JOINT (TYP.) \`•,� SOIL (TYP.) J CONCRETE THRUST - '- J\ x� BLOCK (TTP.) Q/2 TRENCH WIDTH THRUST-, i I �I EDGE OF TRENCH f ITTINC:_-- �;,-j.$'�•i \ '�.._.AREASIS0. FT) (TTP,) LAIN. • •CONCRETE THRUST BLOCK NOTES: I. THRUST BLOCK BEARING AREAS SHALL BE POURED AGAINST UNDISTURBED MATERIAL. WHERE TRENCH WAL. NAS BEEN OtSTURGED, EXCAVATE ALL LOOSE MA1'ERLAI. AND EXTEND TO UNDISTURBED MATERIAL, 2. EXTEND THRUST BLOCK FULL LENGTH OF FITTINGS. JOINTS, NUTS AND BOLTS SHALT. NOT RE' COVERED BY THRUST BLOCKS. PFF11405 SHALL BE PROTECTED BY POLYEtHYLENE FILM (B MIL,) PRIOR TO PLACING CONCRETE THRUST BLOCK, S„ ROUGH BLOCKING FORMS SHA,L BE USED ALONG SIDES OF' THRUST BLOCKS AS REQUIRED. 4, THRUST BLOCKS SHALL. BE USED IN COMBINATION, AS REOUIRED TO 5UIr THE SPECIFIC FITTING ARRANGEMENT, S. ALL WOOD STOCKING SHALL OF PRF,SSURF. TREATED WITH PRESERVATIVE S FORMS ARE TO REMAIN IN PLACE. 6. ALL THRUST BLOCKS SHALL BE ALLOWED TO SET' rrVE (5) SAY'S BEFORE PRESSURE TESTING. UNLESS HIGH. EARLY STRENGTH CONCRETE IS USED AND CITY HAS APPROVED A St -DETER PERIOD. ( •.._9CNE?LL° FOR-tHM;5T 9l.00K ARaS H-� l ... 1� 11�lI.Ap �w�iN+utf atxOr,_,T��..,. I, l_ °• m'N >x,nme r oKAr+_A.. _ _ I THRUST BLOCK DETAILS CI'_Y OF SANFORD 1999 FIG. 1038 PYC, PIPE „COLORS CRAY17Y SEWER: SOLID L!CHT GREEN FORCE MAIN: SOLID LIGHT GREEN TYPIC l p PIPE 4" TO G" PIPE B" TAPE is CE ITREO ALONG TOP HALF OF PIPE, -' 'r'Y' • /' • Y rr ry • r r r r i .r. ' I SEWER 'I_INF. SEWER ONE ` jI 17 r a 10' TO 18" PIPE •- 6'TAPE IS PLACED ALONG ACTH SIOCS OF' TDP IALF Of---- rA`.Y I� VI' AL•iF 1 MTF 1' 1 C' ^7 / xPMA w u,IR. M ••cx urx • 2C" AND LARGER PIPE TAPE IS PLACED ON 90TH S,'OES OF THE 'OP IIALF OF THE PIPE WITH T H A THIRD STRIP CENTERED ALONG TOP tALr OF PIPE, Y , / yc.N ix.1 Aw xM .X..7T G'z122:zz�Jr. x.;,•„�rrr2rfu r, >xr. r pf•IA Awn, I PAPER BACKED ADHESIVE wVINYL TAPE . 'ttPw.i" L fMAK ,Mr •�1 " - Ir..r" , /H I __-).... 6. 7 FOR SEWER �-� TAPE SHALL GREEN T A `LITHO, LINES A 5 Al BE WI H OL CK LE TL FOR SEWER }'"RCE MAIN - SHALL BF. WITH GLA'L RIN,:. WUN - TAPE SHALL FROM JOINTT T TO JOINT ALONGG THE LENGTH OF OF r THE PIPE ALL FORCE MAINS AND DUCTILE IRON GRAVI TY LINES WITH IDENTIFICATION 'TAPE,: • NT5 PIPE IDENTIFICATION (SEWER -- FORCE MAIN AND GRAVITY) CITY OF SANFORD 1999 F G. 108 • AU, LEITER$ 2" IN 'i•EIGFI" WTR 3/4" SPACING BETWEEN ROWS _7 4 IRRIGATING WITH1 1" J/4...: RECLAIMED I WATER ;1 DO b' 7iN I• R 1< Ty 1 1/2" - „,- I a �T a i y I 4• I. I / I - „ Ia. '/2" BORDER '• e _ I a6 I NOTES: - I- HEIGHT OF SIGN WA;L DEPEND ON LOCATION AND SURROUNDMO LANDSCAPE PLANT TYPES. IN ALL CASES. THE SIGN SHALL 9E VISIBLE TO THE PUSUC, 2. KICK 'HOUND SHALL PANIONE. PURP _, 'P' G BE lc SIZE, 'L. K! S SHALT. BE W ITE, - Y S. ENGINEERING GRADE RETUCTIVE. MAILWALS SHAD BE USkO, 4. POST SHAU. Br' LI CHANNEL 2 I.E. HOT ROLLED HIr"R TENSILE PAR OR BILLET STEEL, HO- 01P GALVANIZED 'ER ASTM A-123. 5. MOUNTNG HARDWARE SHAU SC STAINLESS STEEL. 6. SIGNS SHALL HE PLACED BY THE CONTRACIOR IN ACCOKANCc WITH THE CITY APPROVED ENCINEEMW PLANS AND/OR AS APPROVED BY THE U•'IUTtE5 DIRECTOR. RECLAIMED WATER IRRIGATION SIGN CI'Y OF :)ANrVKV 1999 FIG. '114 CITY OF SANFORD UTILITY STANDARD DETAIL.,,.g9� 1A,_ i 001 MINIMUM LENGTH (FT) TO BE 'RESTRAINED ON EACH SIDE OF FITTING(S). " PIPE SITE - I?If y4 6 � 8 112 14- 116 18 20 24" 4p0- BEND q a 1 N 45' BEND �} C 4..'.� 22-1/2' SEND I_1/4' BEND PLUG OR BRANCH 1 1 Y OF TEE NOTES: I, FITTINGS SHALL BE RESTRAINED JOINT TYPE, 2, INSTALL FULL LENGTHS OF PIPE WITH TOTAL. LENGTH CONTAINING ON!„Y RESTRAINED JOINTS EQUAL TO OR GREATER THAN LENGTH SHOWN IN TABLE. ?', WHERE TWO OR MORE FITTINGS ARE TOGETHER, USE FITTING WHICH YIELDS GREATEST LENGTH OF RESTRAINED PIPE. 4- IN UNE; VALVES AND THROUGH RUN OF TEES OU"SIDE LIMITS 01' RESTRAINED JOINTS FROM OTHER FITTINGS NEED NOT BE RESTRAINED UNLESS OTHERWISE INDICATED, 5, LENG`HS SHOWN IN THE TABLE HAVE BEEN CALCUtA"ED IN ACCORDANCE. WI -H THE PROCEDURE OUTLINED IN "THRUST RESTRAINT DESIGN FOR DUCTILE IRON PIPE" AS PUBLISHED BY DIPRA, WITH "HE FOu.0WING ASSUMPTIONS: • `YPF OF PIPE:_____ DIP • WORKING PRE:S5URE:__m?.S.I, • SOIL DESIGNATION:_".-^,,,-,__ • LAYING CONDITi0N5:._._-,a.,_._ A TO BE COMPLETED BY THE ENGINEER 6. FOR HDPE F'IPE OR PIPE ENCASED IN POLYETHYLENE, USE YALUES GIVEN IN PARENTHESES OR, INCREASE THE CAVE'N VALUE BY A T'AC'GR Of- 1,5, RESTRAINED RAINED RIPE •TABLE: ( DIP ) C;I?•Y OF SANFORD '1999 FIG. 1)49 PV(: PIPE: (,OLOR PANTONE PURPLE 522C -101: tYP1t,At " 2" TO b” PIPE 6 TAPE IS CCNTT�RED ALONC T 41LF OF PIPE i { RIC.AIMED WATER MAIN RECLAIM WATER MAIN f .r I "0 'B' PIP(a TAPE IS PLACF! ALONG BOTH '•;TOPS ^,r THF "OP HAI" or PIIF ` �t V ( I• f w 4w ."" w•. ( 4 P H f n P 0 f I' OP HA�f 0r F 20- ANO LARGE IPI TAPE S PLACED N FNJT 50 U T F, WI -11 A TH' CENTERED ALONG ,TOP HALF OF PIPE. RL STRIP S RI n r •r / i !�• . r.r, r •� r ,1 I I. •.eu.p wyn r . / y r+'r 1 j i' wM•s r Aia.wo wn' w ,a",, I ♦ r /' ( it PAPER BACKED ADHESIVE VINYL TAPE 7Y 1^ AL - i I �•� "rr rvr,wd ,eor+ w• w•.,T •<,+x, � „T// I 6 INP: -,FS •M / J I IMPNE:GI/ATrO L:r.. TIRiNi SHAT, OF USf•O. TNF APE'. SHAY RUN c'POM JOINT TO Jofmf ALONG. 'rI•c LENGTH Or THE: hIPE. RECLAIMED WA1 ER MAINS W TH IpENTIfIL."IIv TAP,.' , NTS I,QCNTIFlC,ATION (RECt,AIMFD WATEP, ) SANT GF 1 , C AU-noN THESE ,� /' MODIFICATION OF E.�E DETAILS BY NON-'I,,ITY OF SANF'ORU PERSONNEL, OTHER THAN THE: FILLING IN OF BLANK INFORMATION LOCATIONS', SHALL. RESULT IN THE WITHDRAWAL. OF 7HE UTll-ITIE:S DEPARTME'NT'S APPROVAL. OF , THE SUBJECT ENGINEERING PLANS. { L._ .�.,� !�,+,w/4.soAj #.45scear►, A► p !�L Rat, 440 Aiii4 WIt.,�A"i#,AD,1 ^AIS'', +r° 37 0 aswr 0A 4aw, Ala. Sa7z r R rIT'T� 9 444 a v L30 13 a ma 13 ,44O a a and o In m o In a a 440:13 ' a 013 0000co3c - 0 4130 C a Doc) In a E3 0 Cl a oo b a 000a I) a 0 Enudoacona a I no to In, )6c I, L '0 0 at; p000lno CC) 0 to 13 0 b c 0 w 013 !7130 000 o -EWER 0 0 0 o In. 21, ),", CIO 0 0 0, mo= 1300 I rj 0 o 02 ',".1 'on .5. 0 00404.0 .0". In. 'act000 anou quo nI RECLAIMED WATER SEWER 00013 ffO04000f7 00000AC1000 COT cattoori ;Mv oOmCbOa=qO CIO aour— , ra ,no ym I -Eft 1000 CIO .0 �00tdttmaoc DOOVO4001300 conaaccura'a ON0000to POTABLE WATER NOTE: APPLY TWO COATS OF EXTERIOR ENAMEL PAINT: PURPLE RECLAIMED WATER GREEN SEWER BLUE - POTABLE WATER TYPICAL VALVE BOX COVER DETAILS CITY OF SANFORD 1999 FIG.- 1 i) SET TOP OF VALVE BOX COVER (SEE FIGURE I T5) AT FINISHED GRADE 44A AR CONCRETE PAD IN UNPAVED AREAS FINISHED GRADE (SEE FIGURE 107) - ------ TERMINAL OEPT)t pvt AS REQUIRED FOR ROTATE 30 (m.) -- - ---._,.SPRING.�w SENVICE (3* 1111,L) .(,r nitM'kAL DE"' (SEE NOTE 1) AS VEGLARro FOR ADJUSTABLE CAST IRON (Iyf, swat nD' VALVE BOX SEE NOTE 2 PROFILE BOX SHALL REST ON NOTES: BEDDING ROCK, NOT M.J. PLUG VALVE ON VALVE OR PIPE 2. BERVICE CLEAM-OUTS SMALI, BE INSTALLED AT TIME Of BUILDING CONSTRUCTION AND SHALL BE CONTINUOUS COLOR CENTERED 'ON OPERATING NUT COOED 14 GAUGE INSULATED WIRE {{NON-METALLIC PIPES ONLY) 5. ELECTRONIC LOCATOR DEVICES SHALL BE PLACED ADJACENT TO THE MBOUT FOR EACH SERVICE. (SEE SECr04 43.4 or THE UT'LIT'CS MANUAQ; WASTEWATER 6" BEDDING ROCK ?FORCE MAIN 1999 NOTES: 1, PVC EXTENSIONS MAY BE USED ON VALVE SOX INSTALLATION. 2. THE ACTUATING NUT FOR DEEPER VALVES SHALL BE EXTENDED TO WITHIN 4 FOOT DEPTH BELOW FINISHED GRADE. PLUG VALVE AND, ROX DETAIL CITY OF SANFORD 1999 FIG- 203 #P ALUM. CLIPS 2' -ON MAX, SPACING POST CAP POST CORNER GRADE NOTE: SITE LOCATION AND THE DEVICE TO BE PROTECTED MAY REQUIRE A LARGER DIAMETER PIPE AMC CONCRETE ANCHOR. BOLLARD CITY OF SANFORD 1999 F IG. 116 YPA,Kt., LOT WYE WITH 6' IFRANCk 6' MAX. S* 45 - KENO AV 71 REM OVASU SERVICE CLIm-!GUT �PLURI ;Tyv) (Sri MOTIF 7) 41*ER MAIN SIZE VARIES WYE WITH itRVICT CLEAW-OUT 131.1 Mar 71 PFFIMAHVN� PLLI (TYP) DT UNIT TYPICAL LOCATION Of LOCATOR DEVICE 11, 4s BENDS \J SENV4E CLEAN-OU7 PLAN (Ser moTt 2) C AAOL .FM)SNW 44A AR SLOPE 10 16 PVC 7 TERMINAL D* AT wK t - ------ TERMINAL OEPT)t pvt AS REQUIRED FOR ROTATE 30 (m.) -- - ---._,.SPRING.�w SENVICE (3* 1111,L) .(,r nitM'kAL DE"' (SEE NOTE 1) AS VEGLARro FOR SERVICE (3, wk.; (Iyf, swat nD' .. SIi11VK:E SE PROFILE NOTES: 1. IMVERT,OF LATERAL SHALL NOT ENTER SCWR MAIN BELOW SPRING LINE 2. BERVICE CLEAM-OUTS SMALI, BE INSTALLED AT TIME Of BUILDING CONSTRUCTION BY THE CONTRACTOR. 3, CITY APPROVED ELECTRONIC, LOCATING DEVICE. SHALL BE INSTALLED AT THE END or EACH IM140CE STUB... WT. 4. RESIDENTIAL SEWACES SHALL 139 A INCHES & NOW-RESIDENTAL SERVICES 51 -ALL BE 4 INCHES IN Ot*141_11:01 AS A,A1IM1MUAI, 5. ELECTRONIC LOCATOR DEVICES SHALL BE PLACED ADJACENT TO THE MBOUT FOR EACH SERVICE. (SEE SECr04 43.4 or THE UT'LIT'CS MANUAQ; SANITARY SEWER LATERAL DETAIL, CITY OF SANFORD 1999 FIG. ROA MANHOLE FRAML k COVER SET COVERS FLUSH IN (SEE FIGURE 202, PAVED AREAS At AT FRAMES DECIDED #4 MORI AR ELEVATIONS SHOWN IN UNPAYEL AREAS. I COURSES Of ORICK (MIN.) 4 COURSES (MAX) INSIDE wAu.--4-_WALL 'C' )GIN. SU ACE$ PCR SPECIF,CADONS LA (ur NOTE 5) JOINT SURAICES F, SlIc JOIN 'A W114 WRAPPER WF ENCHING PER SPECIFICATIONS—,,", 0 (WRAPPER To • '.COMPt;TEO BE REMOVED) SQUI REINFORCEMENT AND JOINT JET DETAIL TO 81E DESIGNED BY H " , - _1 SOULEZE -OU' MIN THF ENGINEER AND 8- MIN, -AI41ROVCD BY THE c SECTION 4ofkl, DETAIL BEDDING ROOM 2, MIN. CONCRETE BASE BASE TYPICAL: MANHOLE DETAIL CI"Y Of' SANFORD t 1999 r_ IG. 20 AND MATE.RJAI_S:, A �TL PIPE SHALL BE SCHFOU1,E 40 PVC; SOLVENT WELD PIPE COkrCRMfNG 10 ASTM Ll1794 AND 01795. 0. Fllf,(Tio - FITTINGS SHALL BE OF THE DRAIN WASTE AND VENT'TYPE WITH Sal- VENT WELD CONNECTIONS. 7t -TING', ;HA.L CONFORM 10 ASTM'FSAS., D2466 AND DW,%. PK_i441At_f!kmKt A% A SEPARATE CLEANER, PRIMER AND GLUE SHALL BE USED FOR THE SOLVENT WELD AND CONFORM TO ASTM OIESIGNATION D2564, INSTALLAVION DErAiLS; ILLUSTRATED BELOW ARE SPECOTIC. DETXLS FOR THE INSTALLATION Of THE Nr.w SANITARY SEWER LATERAL FOR CONNECTION TC T14E VACULW SEWER SYSTEM Z VENC (FIX �6411. T.9 STU -1 mv Rutjm; *I. DiT.L % SHUT) VACUUM VALYL NI Vw) 11TOAw I'? TYPICAL. -SERVICE-CROSS SECTION 4" DIAL 4" LONG SPOOL PIECE WITH 1/6- SIAINLESN Sifit. MESH TRASH 01JARO 4- PVC RISER4' PVC TAREAOEO .'AP ,e STRUCTURE FEE OWN. WYE 4" SCH 40 PVC C& I YPICAL. CE R�� dNU I—— _§g _ygt.4.L Plj�AN 7*QqT__P.ETALL VACUUM - ' -_ SE ' WER SERVICE LATERAL SPECIFICATIONS CITY OF SAN FO P D 1999 -77-7( NOTES: 1. MANHOLE SHOWN IS FOR. SEWER SIZE $' 'HRU 24*, SEt.SSECTION 20-4.5 OF !HE MANUAL FOR MANHOLE DIAMETER z0ft SEWERS LARGER TW21-. 2. DROP CONNECTIONS ARE REQUIRED WHENEVER INVERT OF INFLUENT SEWER IS 24" OR MORE ABOVE' DIE INVENT, Or -Hr MANHOLI: SEE MANHOLE CONNEC'*N DCTAI..S. 3. APPROVED CONCENTRIC CONE OUSICK MAY OF USED Ay AN ALTERNATIVE. 4, EACH BENCH WALL 5,HAILL BE A "ItiUM OF 18 INCHES LONG FROM IRE WAL: OF HE MANHOLE TOWARD THE CENTER. S. WANqDLfS RECEIYTG FORCE MAN DISCHARGE SMALL HAVE AN INTERIOR ONER AS SPECIFY.'* IN ECT/ON 42,2.2 OF THF UTii.TIVS MANUAL - TYPICAL MANHOLE DETAIL (_ITY OF SANFORD 1999 FiG, I 200B do . . ............. q NISCO 3" DWV SO. STREEr ELL COMBINED VALVE PIT AND TANK ARRANCEMEN7 CITY OF SANFORD )999 FIG. 206 E PRECAST "A'T irl MANMOLE. NALL INF! UENT Sl,wcr< (SEI: No'[ 'i" CONCRETE ENCASEWtNT 01. VI.RIICAL PIPE ;MEET COI%41ECIION..---DROP PIPE AS PEOUIRLD (SEE NOTE 1) 90, BEND STANDARD DROP DETAIL PRECAST MANHOLE WALL COLLAR ENCASED IN ...... NON-SHRIM11, GRCLr r(USI4 WITH MANHOLE PVC OR DIP� NALL 'SEE: NOTE 2,' SPECIAL DETAIL FDP. 24 DIAMETER VkT PIPE AND LARGER PRECAST MANHOLE WALL SIAWLESS STLELTTT�, BAND PIPE CLAMPSTEEL RESILIENT CONNECTOR STANDARD PRECAST MANHOLE PIPE. CONNECTION 1. MP PIPE AND rfD4GS SHALL BE OF EQUAL SIZE AND MATERIAL AS THE INFLUENT SCWEW 2 THE CITY MAY APPROVE ALVERNATIE W41EIRTI-14; CONNECTION DETA:,s FOR CONNECTION OF ?4" DIAMETER PIPES AND ARGrR. . 3 AN OUTSIDE DROP CONNECTION SHALL BE REQUIRED FOR ALL INFLANT WHICH HAVE AN INVERT 24" OR MORE ABOVE THE OUTFLOW PIPE.INVERT. -MANHOLE CONNECTION DETAILS CITY OF SAN FORD 1999 r'lG. 2.01 L \y > ....... ...... "A a A., All ie. IV w x Q_ STANDARD AIRVAC PACXAGE CITY OFSANFORD 1999 rIG, 207 RAISED 1--1/2" LETTERS FLUSH WITH TOP 01 COVER "SANITARY" OR "WATER AIR RELEASE" SEWER AIR RELEASE, 0 AS APPLICABLE - -, PLAN "CITY OF SANFORD" FOR CITY MAINTAINED FACILITIES ONLY I 2 NON--PENETRATIN0, PICK POIAS I ALL COVERS USE "AS" OR R EOUAL.MACHINED MATING SURFACES X 5/8" MIN. \-,MANHOLE rRAME: USF "277" INLK.7 ;RAVE: USF "1295" OR EOUAL. ELEVATION STANDARD VANHOLE FRAME AND COVER CI'Y OT SANFORC 202 _:MI -S OF TRACT 1O BE 4' -HICK 5000 PSI 'LOICA1 TO CI * 0' SAN FO RD CONCREIt SLAB TO WITHIN 3" OF FEN(,,, CHAIN .:NX FENCE I. PER SECTION 223,10 R".1 ANTENNA A40 A6,8 OF' T,H.,j. MANUAL FIRtCATION SYS!EM (TYP) �-,EE c1cwFIE scl II) j . . .... 1 (;I)NTROL PANEL IP MTN� � f (SEE FICURF., .301\ 3/4' RRIGAT•OIN iTj WATER SERVICE MILTER ---f-4+- HOSE 8188 x, W/8,7p orv,.0 CONCRETE CII 1 VNI ITL 2 (1 7WIN", cA I r A _4 3/4' POTABLE. UACK 05 CLOB STI 0 W RFCT ��5 AIER METER RECLAIMED WATER MAIN 'HI$ MANSIONAO ER LOUAL In I , 'i ii, 6 :111 WT— wr:A. NOTFS 1. DRIVEWAY ANO APR'I4 SHAL. OC ,-.IX (C,) INCH 'HECK, 30op CONCRE-E 2.)OWER TO 14 T`tmP STATION SI -ALL Of TPROUCH CONOU rROW 4UFINY 10'.1PCE IN ROH( OF WAY :1 AN05CAPIN11, SNAIL RF RFOI.hWO A001,40 PITRUF10 1;r FENCE' 4. OEVELONA SHALL INSTAL!. AN AUTOMATICALLY CONIFICILLE) AC POWERED SPRINKLER S,T5TEM ,OR LANDSCAPING. Rr.CLAIMEO WA11:11 SHALL EFF USED WHERE AVAILABLE 0. ENGINEER SHALL c*Oy )E A KALED 0 20' MIN-) SIT;: SPECIVIC CF'Ah ')PAWING ON ^IOURr 30. ,I. THE DEVELOPCP 11,A.L Of RESPONSIBLE FOR ALL U!11.4Y ACrOL4TS 00til-4 CONSTRO-11ON PTIOJF:T IS A!^.CEP'EO BY THE CITY. PUMP STATION TYPICAL SITE PIAN CI'Y OF SANFORD FIG. 300 II Al -2 CHER' #9 Tit WIRES r�i412, O.C. 4a* ROUND TU IS, Sq BAR$ ONE POST (SEE 140-E 1)�f TURNBUCKLE TENSION WIRE _X FENCE 'DETAIL 3/$* ADJ. t, GAT POST GA TIC CORNER T RODS' GATE, FRAME GATE POST FABRIC CENTER slop 3000. P'S 1, 1 12* x 2 A 12 rr CONCRETE 12, 6' 61 12" 20' MAX. ------- DOUBLE SWING GATE DETAIL NOTES: 1. TRUSS BARS ARE REQUIRIEn FOR EACH GATE SECTION AND THE FIRST SPAN ON EACH SLOE OF A. CORNER POST ONLY. 2. ALL MATERIALS smALt. HAVE 'A rAcroRy 'APPLIED BLACK VINYL COATING. CHAIN LINK FENCE DETAIL CITY' OF SANFORD 1999 =FIG 304 CONCRETE STRUCtVRZ WITH PROPERTY TRAFFIC BEARING COVER -)ME y- LQcKA1ILt NON SUP PROPERTY 10 JIF ACCESS MATCH (ALLFJdb1UM)_ winkc foam PLMP STATION PRESSURE SWITCH, 2" BRONZE, BRASS, OR 4- 7. CAP (MIN) �RESILJIEMT BALL VALVE BRASS SHUT OF�,.;�_---__'1,.4 VALVES 11,1401171105 21, MIN Itc L CAST IRON OiL-FD VALVE BOX do PRESSU ED 4.0--EIRASS DRAIN VALVE. GAUGE 2* MIN DIA PIPE...,... J, BALL C14ECK (FULL rl.ow) BRASS HORIZONTAL ^ F*LANC-ED IFT 1 QA -E VALVE OUTFL , Ow CAUTION 10 CITY FROM PW FORCE MAIN PUMP STATION MODIFICATION OF TI -iESE DETAILS BY NON -CITY FULL FLOW PLUC VALVE MOUNTED II COWNTEAM WITH 2" SQUARE~ OF SANFORD PERSONNEL, OTHER THAN THE ACTUATING NUT FILLING IN OF BLANK INFORMATION LOCATIONS, I .THIS DETAIL IS DIAGRAMMATIC ONLY. ARRANGE PIPING TO PROVIDE READY ACCESS SHALL RESULT IN T H E WITHDRAWAL OF T f E To ALL COMPONENTS. ALL ITEMS SHALL BE RIGIDLY SUPPORTED. -- E 2.OIMENS4ONS WILL VARY ACCORDING '0 LINE SIZE. UTILITIES DEPARTMENTS APPROVAL OF TI ' MINIMUM SIZE Of BOX SHALL BE 48 INCHES BY 48 INCHES WITH A 24 INCHSUBJEC7 EN01NEERING MLANS. BY 36 INCH MINIMUM STRUCTURAL ALUMINUM ACCESS HATICIN COVER. ALL HARDWARE AND LOCK BRACKETS SHALL BE 304 STAINLESS STFE-L. 3.PRESSURE SWITCH SHALL BE ADJUSTABLE WITH THE INITIAL SETTING TO CUT OFF PUMP STATION AT A FORCIE MAIN PRESSURE OF 20 P,S.I.'THE ON AND OFF PUMP DIFf ERENTIAL SHALL BE 10 ANID ADJLSTASLE. ,AL U.TFRat r 0 moo. W' vm PRNATI CONSTRI.C1 ANO kNSIALL ROOVA44 #se wm. $aoj 0 'PlAr. jw 9 706 SIGN IN ACCORDANCE WITH Puw STATION SECTION 22.5.2 OF THE 40C Aum X= UTILITIES MANUAL. roo �D _j__j I Vr I"m PRIVATE PUMP STATION TATION PRESSURE'SWITCH AND SIGNAGE DETAILS CITY OF SANFORD 1999 FIG, 3051 ....... 00 'i CITY OF SANFORD UTILITY STANDARD DETAILS DET2 44A AR t • SET TOP OF VALVE BOX._ COVER (SEE FIGURE 115) TO FINISHED GRADE' \ •CONCRETE PAD IN UNPAVED AREAS FINISHED GRADE - (SEE FIGURE 107) I 1 -ADJUSTABLE CAST IRON SEE NOTE 2 ---- _� VALVE' BOX - BOX SHALL REST ON •RESILIENT SEAT'•-- BEDDING ROCK NOT M. J. GATE VALVE ON VALVE OR PIPE AND SHALL BE WATER CENTERED ON MAIN OPERATING NUT - r CONTINUOUS COLOR CODED 14 GAUGE INSULATED COPPER 8" BEDDING ROCK LOCATING WIRE I NOTES:. A 1. PVC EX7ENSIONS MAY BE USED ON .VALVE BOX INSTALLATION. 2:, THE ACTUATING NUT POR DEEPER VALVES SHALL BE EXTENDED TO WITHIN 4 FOOT DEPTH BELOW FINISHED GRADE. 3. 'CONTRACTOR SHALL PROVIdE THE CITY WITH VALVE KEYS IN ACCORDANCE' WiTH SECTION 52.4 Of THE UTILITIES MANUAL GATE VALVE AND 'SOX DETAIL CITY OF SANFORD 1999 FIG. 400 BALL VALVE FOR 2 ----^--\ -•-- IWAF•S AND BELOW \ rOV&.E CHECK OfI CATION ORLIC Y,0 IRRI- REDUCED PRESSURE ZONE CATION ONLY,.? REQUIRED) DETECTOR ASSEMBLY AS APPROVED BY THE CITY TEST COCK (TYP,)THAEALIDED ...� DIELECTRIC UMON NIPPLE (TPP.] ' �./'�•' (2 REQLRtED) 90' BEND . (2 REQUIRED) n I� SL S rr��pp�� LA PE NAL. GRADE fROM _ TO SERVICE 2 INCH AND BELOW ASSEMBLY NOTES: A PIPE PE FITTINGS, RfOS MATERIALS LA SUPPLIED BY'THC CWHACTOR AND APPUIfRENANGEs SNA,, 8E 2. ALL PIPE AM FITTINGS TWO (2) WCHM AAD SMALLER SHALL BE THREADED SCHEDULE 40 GALVANIZED SfEb. OR 9RASS: (FIGURE 500A)- 3. ALI, PIPE AND FITTINGS THREE (31} INCHES AND LARGER SHALL BE RESTRAINED JOIN7 DUCTILE IRAN PIPE. ABOVE GRADE J01"n SHALL SE FACTORY-nANCED- (FIGURE WOO). 4. VA.VFS SHALL BE CHAINED CLOSED.(MOR£. 5009) 5. ALL FIRE LINES ShALL 8E AS APPROVED BY T N E FIRE DEPT. (FIGURE SM). s. THE ENTIRE ASSEMOLY SHAD, 8E PAINTED SAFETY RED FOR FIRE PROTECTION USES AND BLACK FOR .ALL OTHER USES. 7. A GATE VALVE SHALL BE INSTALLED AT THE AMMISLY'S CONNECTION RD TO' -HE MAIN. (FIGURE SODS) DOUBLE CHECK OR REDUCED PRESSURE ZONE DETECTOR ASSEMBLY I CITY OF SANFORD 1999 NIG. 500A TEMPORARY JUMPER CONNECTION NOTE'S; I^ •A Iemper4rry jamper oonneation 14 J" "b� ld .at 0co+mwRans brlt►ee" ralslfng Got" waMe Mabe and proposedhow ewleb rhaln impeVel3NeiEe; 2. TM 4" oeove is to be used Edr any size rntm *Adoring noxvii weter::meltle and "tor f'uohhis,10 now "malts up to 8 INCNES IN DIAMETERT 2.5 FPSmh muln wldas a • r' b ( red fe NI 1 a m N town !h) a s after rrgt P v P >�Faa ne W 1e+• Ih of n N wa .tree -d Nu. The u r connection '4h tt n 1 iter !Iu ' Y ) mpe c mrsc n e tM hoot lolled u N f Ing. E rMn9, feoNnp and oHlnfedton of the nmw mdlr nes dma+ suaevoe/ully aempMed and clmaranna for uN trom the Florida Daporfmanf of. Envir"monlol Pnsfaction (I'DEP) and 011341 906101011 9#0"e*s hove beanray.Nod- Th* jumper connealipri amAaO obs bre used Io makdaln':G mtn�mum.. pree*urw of 20 pot 41 the nsw morns .110,- dlsMfothol,,4n4 400 the MP10h4f is obtained Woquirls. Th of bicI� and/or roiHrain h shaltf1 be, ' prOHdtom ora'RY.as r o vbetl. Pipe and PIn 9 . used twr connec`nlas p m 1 o The expNrp pip shos'aeodntscsprior toNMn odcardance WI"tl AWWA Cw, 1992 WMWW. Th* topal/lg a14eve and ten oxterfor of the main To Lo foppmd sham be dH1IMes:Rw,try opm*a ar eworbletng pow swoom II of. AWMA. C651 -42 3.'4'iuffbM+y 'qt!., 10: In.ne, to dla tope and larger va+er moms may be done aheaph Ma "a -in valve tNfdsr Very eentralbod daadiltaAre. The folldwlhp prbosdores shelf, be 400*44P A, The N► -tin valvae *molt be oporated and pressure 'valoid In the press did of '7e utility 064"OOAY and inOlneer to 4erity water tightness prier to tb-In. VOW" wftkb are not water light shell IN, rmploaed with a nmw vafre Inttefiod (—odMtely ad)auM to the faotdnp Volvo, _ -8. The fm�pq ,ry ppumper aone"Mon shall be conotruelwl an detailed':. The jumper eofxseafirel sYrpff be: "$ad tp flit rho ,nmw water 'din and for provelml; wafer for boo- 4e1401091aLT1 earrlPling of ih4 -'a- moln ashowAvd by Rfe FDEP Oman.'. • AloditnQ'.eCVeO not be eltormWod Siemens peak demand hours o1 the ealNing *afar matt. ' • AN dbwnsfraem Vatvov In the r"Earn "not be OP." prlar to .opwmIllig, Ma tkt-M vo.vw • Prerld*' for, and monlfor the p*vss J,% In. the Hm-In point. The preseum 'n free elklNng - main muot not. drop below 35'.Pat, • The tie -M valva shall On opened o few +arm only, enouNog a' pronura drop acre» Ins vehe in grerror than TO pat - C The tlo-In vsift shell be looked closed by the LARRY Compoiny Until f affinq bspins. D, Th. Fir-tn Vat e(wtl be =npst�so only far Nushlnp at Tho Frew maht.. TM pmrsduro ahaR be directed by the utBtit oemponr: and absarvied by The anyMw.. E. After .flushing, the �tls-ln volvm shelf be closed and locked In +4 cloud pcottlon' ty the uUttly, oompany',. 4. The annihilator #holt. `PMVW* dopumr+tatlan that his, oeubfe of -eek' baekffow prmvwrf"laA dwyfco hasbeen tested and it In good eforldrlg ender of the Rms of l•HhfatlaNan. S. Cwoapt as required to flush Ones of greener than 8 Inches M dMmoigr, the t'4 -)n v*Fn 'sha I rantdFn cfaotdand shall be lacked M the closed position by IM uARHy company. No trw-In value shaft remain lacked closed unill. this naw oyeiem five .Inman cleared tar use by - MP and ad other pertlrranl Ogonclov. C Upon racmlpl of clisv onot for uto from FDEP ayof Loll other pmrl rp dgoml#&, the it 1 - pftNaeter aha 'emcee the ImmPnroTr plmplir aWRneoRpn. Fd aat(faralkn steps are to W closed and plugged wifh. 2 inch brass Otiose. 4 7, All fretw lion and maMforanee of -MSI temporary jumper co"Msebn aM Ylaeoilated - 601e01411' 00`0001+10,11, 4*ft$, fFNTngs, Veit% whs. 00 be the rtaponNbRf ' of if* cont ottor. COVER (SEE FIGURE ,15) -•� - BACKFILL' - 2 3 SPLICE BACK s INTO MAiN a LOCATE WIRE r j .rt 11 BUTTERFLY ._.. L � - VALVE PAD IN UNPAVED AREAS / (SEE FIGURE IDI) /f /-'FINISHED GRADE r GE COLOR CODED ED LOCA'E WIRE 6TABLE CAST 0 4 / LNNSTUPBEO -� BEDDING ROCK EAP'H NOTES; 1. PVC .EXTE'NSION'S MAY BE USED ON VALVE BOX INSTALLATION, 2. ALL WATER SHUT-OFF VALVES THIRTY (30) INCHES AND LARGER.SPA" BE BUTTERFLY VALVES_ SEE SECTION 52.3 OF THE UTILITIES MANUAL, 3, CONTRACTOR SHALL PROVIDE THE CrY WITH VALVE KEYS iN ACQORDANCE WITH SECTION 52.4 OF THE UTILITIES MANUAL, BUTTERFLY VALVE AND BOX DETAIL. CITY OF SANFORD 1999 FIG. 401 N.I...• a w..YxN.:.w.,ex�..._..�..... DOUBLE CHECK OF REDUCED PRESSURE ZONE DETECTOR ASSEMBLY AS O,^s. & V. RESILIENT BY THE CITY '------\ iSEAT GATE VALVE, TEST COCK (TYP.) --� (2 REQUIRED) i - _,.......... . IP 4 T� G S ON 1), RISER YP FLANGED -'-"-•� w_.,, I , a::O / 1� r 90' BEND-' 4" CONCRETE SLAB (2 REO.) ;/ f- l / /l WITH. NO. 6 x 6 i I / WiG x WTO F /% ,WIRE MESH N SLQPE :a.:24'- i Sl.OPFy r 7 " 1 1/2" PREFORMED .iU1N'r MATERIAL BETWEEN Ss" MIN. COVER �' �� fcM I PIPE AND CONCRE"F SUB (TVP) BEND (Z REG.) THRUST COLLAR RODDED TO `••THRUST COLLAR RODDED TO 917 BEND OR AS REOOIREO 91y 'BEND OR RESTRAINED B'f THE CITY BACK TO 'VALVE AS REQUIRED BY 1'HE CITY 3 INCH .AND ABOVE ASSEMBLY DO,BLE CHECK VALVE D>TECTOR METER --- -- ASSEMBLY (MINiMUM) BALL VALVE. +. _ - .... 1'0" MIN r2 REQUIRED • 5'0" MIN ( ' I If± CONCRETE SLAB " 0 ABOVE GROUND DEVICE WITH 2'0" Mthl DETECTOR BYPASS DOUBLE CHECK OR REDUCED PRESSURE: ZONE DETECTOR ASSEMBLY CITY OF SANFORD 1999 (iG, `aC)CE3 z � I z o I ir IT, 11 I I -1 ,u m. Z a I I N _ s i •boa t / (irL 1 I is TYPICAL RES10fNITIAL RECLAIMED WATER IRRIGATION SYSTEM LAYOUT CiTY OF SANFORD 1999 FiG, 505 YORANT __._... `. O'NPERa1TING . `•,, 4LIT HOSE NOZZLE. - 74" SQUARE AND •. 6" THICK REIN- \ FORCED CONCRETE SHEAR PAD. (SAIL NOTE 2 ) l-#4 AT 9".-..� OC: ALL AROUND r✓' COMpwn -" eACKFr1.L SEE NOTE 3 AS RAO'). - r /•'PUMPER 14021,11 'RCYCOER A' '*[U,,Y / (AGING STREET , ,.. ... ..._..,.._.. .__. x ...ALVF V p ^r A, r: � (5... fiGIiRE 107) -.... S P R - .JP 9,f1 AS NEOIJI4'" rf ..'I: ti (1,.•xC .,+,�� •.. ,. , Irl ' a1 A I m e 31 ABCVF. R/vACubM BREAKEw PV' in wr m f; I RE,ASU fl. (',AUGE I I - M HYDRANT � 4N,H08!N. EE :L Y 12" MIN. A DO,7dLF.. 5'RAP SAOCtE r �I -,A :f• ':;TRP' SLOP COVER (SEE FIGURE ,15) -•� - BACKFILL' - 2 3 SPLICE BACK s INTO MAiN a LOCATE WIRE r j .rt 11 BUTTERFLY ._.. L � - VALVE PAD IN UNPAVED AREAS / (SEE FIGURE IDI) /f /-'FINISHED GRADE r GE COLOR CODED ED LOCA'E WIRE 6TABLE CAST 0 4 / LNNSTUPBEO -� BEDDING ROCK EAP'H NOTES; 1. PVC .EXTE'NSION'S MAY BE USED ON VALVE BOX INSTALLATION, 2. ALL WATER SHUT-OFF VALVES THIRTY (30) INCHES AND LARGER.SPA" BE BUTTERFLY VALVES_ SEE SECTION 52.3 OF THE UTILITIES MANUAL, 3, CONTRACTOR SHALL PROVIDE THE CrY WITH VALVE KEYS iN ACQORDANCE WITH SECTION 52.4 OF THE UTILITIES MANUAL, BUTTERFLY VALVE AND BOX DETAIL. CITY OF SANFORD 1999 FIG. 401 N.I...• a w..YxN.:.w.,ex�..._..�..... DOUBLE CHECK OF REDUCED PRESSURE ZONE DETECTOR ASSEMBLY AS O,^s. & V. RESILIENT BY THE CITY '------\ iSEAT GATE VALVE, TEST COCK (TYP.) --� (2 REQUIRED) i - _,.......... . IP 4 T� G S ON 1), RISER YP FLANGED -'-"-•� w_.,, I , a::O / 1� r 90' BEND-' 4" CONCRETE SLAB (2 REO.) ;/ f- l / /l WITH. NO. 6 x 6 i I / WiG x WTO F /% ,WIRE MESH N SLQPE :a.:24'- i Sl.OPFy r 7 " 1 1/2" PREFORMED .iU1N'r MATERIAL BETWEEN Ss" MIN. COVER �' �� fcM I PIPE AND CONCRE"F SUB (TVP) BEND (Z REG.) THRUST COLLAR RODDED TO `••THRUST COLLAR RODDED TO 917 BEND OR AS REOOIREO 91y 'BEND OR RESTRAINED B'f THE CITY BACK TO 'VALVE AS REQUIRED BY 1'HE CITY 3 INCH .AND ABOVE ASSEMBLY DO,BLE CHECK VALVE D>TECTOR METER --- -- ASSEMBLY (MINiMUM) BALL VALVE. +. _ - .... 1'0" MIN r2 REQUIRED • 5'0" MIN ( ' I If± CONCRETE SLAB " 0 ABOVE GROUND DEVICE WITH 2'0" Mthl DETECTOR BYPASS DOUBLE CHECK OR REDUCED PRESSURE: ZONE DETECTOR ASSEMBLY CITY OF SANFORD 1999 (iG, `aC)CE3 z � I z o I ir IT, 11 I I -1 ,u m. Z a I I N _ s i •boa t / (irL 1 I is TYPICAL RES10fNITIAL RECLAIMED WATER IRRIGATION SYSTEM LAYOUT CiTY OF SANFORD 1999 FiG, 505 YORANT __._... `. O'NPERa1TING . `•,, 4LIT HOSE NOZZLE. - 74" SQUARE AND •. 6" THICK REIN- \ FORCED CONCRETE SHEAR PAD. (SAIL NOTE 2 ) l-#4 AT 9".-..� OC: ALL AROUND r✓' COMpwn -" eACKFr1.L SEE NOTE 3 AS RAO'). - /•'PUMPER 14021,11 'RCYCOER A' '*[U,,Y / (AGING STREET , ,.. ... ..._..,.._.. .__. x ...ALVF V p ^r A, r: � (5... fiGIiRE 107) -.... S P R - .JP 9,f1 AS NEOIJI4'" rf ..'I: ti (1,.•xC .,+,�� •.. ,. , Irl ' a1 A I m e 31 ABCVF. R/vACubM BREAKEw PV' in wr m f; I RE,ASU fl. (',AUGE I I - M HYDRANT � 4N,H08!N. EE :L Y 12" MIN. A DO,7dLF.. 5'RAP SAOCtE 6 BEDDING ROCK /� o" PIPE ✓ i. \ MECHANICAL JOINT -••- --'--' RESIUrNT SEAT OATF WITH RFSTRA(ff£RS VALVE AND BOX (TYp.) (SEE FIGURE 400) NOTES: 1, FIRE HYDRANT SHALL, BE SUPPLIED WITHOUT A WEEP -',HOLE, OR WiYV. A PERMANENTLY PLUGGED WEEP HOLE, 2. THE DEVELOPER SHALL INSTALL, THE SHEAR PAD RECESSEL 6 INCf•ES BELOW THE FINISHED GRADE AND SOD THE RECESSEI) SECTION. 3, CLEARANCE BETWEEN BUT'OM OF BOLTS AND TOP OF SHEAR PAD SHALL BE A 12 INCH MINIMUM. 4, FIRE HYDRANTS, SHALL RE MUELLER A-423, AMERICAN DARLING 8-84, KENNEDY K81A OR CLOW MEDALLION F-•2945, S. FIRE HYDRANTS SHALL BE IDENTIFIED iN ACCORDANCE W11H SECTION 52.7.5 OF THE UTILITIES' MANUAL. 6. CONTRACTOR SHALT. PROVIDE THE THE CITY WITH HYDRANT WRENCHES AND VALVE KEYS IN ACCORDANCE WITH SECTIONS 52.4 AND. 02.7.3 OF THE UTILITIES MANUAL. FIRE HYDRANT ASSEMBLY DETAIL CITY 'OF SANFORD 1999 F IG. 402 TRAFFIC COVER \ WHERE Rf0'D. \ �. DOUBLE METER BOX I^ `•\ \ (18 x 24" MIN.). IINESHED GRADE 4" 2" CAP ` , �i 2" GATE: VALVE L , ' 2" 90' BEND f _2 1 2" 90" BEND RESTRAINED J 0 N f T-, DUCTILE IRON / ;, i G'+ BEDDING ROCK-/ WATER MAIN ,S�_,r \• TAPPED CAP NOTES. 1 . ALL 2 INCH PIPE AND FITTINGS SHALE. BE:. 'SCHEDULE 40 GAL.VANIZED f STEEL, OR BRASS WI -14 THREADED (NP'i) JOINTS, USE TEFLON TAPE ON JOINTS, 2. COLOR SHALL. BE APPROPRIATE FOR USE - 3. WATER PL.'US CORPORATION MODEL V8 2000 OR EQUAL MAY BE SUBSTITUTED AS APPROVED' BY THE UTILITIES DIRECTOR. ,p BLOWOFF- VALVE DETAIL. CITY OF- SANFORD 1959 AEG, 403 •:JWfS ar v4tir FAS( VI:Ni OYPAat •^ - / CONCe[?r' RAR -.I nAITT, iY IP�AIIRI`0) 1 I :, "CY"^'- -•.�." �:^*w,'.. -'Cyt-►,..N'`,T- .. __.� t:A -MAIN VALVE Y MErtR A sTRA11dR-.../ bI Cstr NmE 6 io) �.-....: . -, .....„....,..... ._-.. _ ”, YY NLN: r r sFtxA wlct _ DOUSLF. CvCCx ON REDUCE: •^-'-. RANtN"6 "i" f0 "PASSI %,.'PRts"t zowE LIIILT.TCA I '.". 1 A6SEM9LY AS XCOU!Rke 11 I • / Y r r RE ORM i0tN1 LO VATE tt. N ^NtE 0.5. a V. RESIiIENT SEA' YM.rrS \ .`• .,...41y:.", _. I .1 _.�..... J' (b NEOuiNED) i. ,. ;. '..... F Aa '"t.490 IIIA .' CaMdaeTE SIM w,rY_ ``\\ • - RODS pM D.:. +, AISCP , T , LONE MESH XEYLArF"` S I-.,iVgSAlEO OaAOE. /I..{_ StWK MJ n.MO I in Odin u) to servKL t CO R R rel AD llo tr VALVE as AERUIRLD O' AOJU41Rt.t FIDS TO VALVE 4S Ri'OUMR:O SUrPPW RTAM08 'MALASCO. ' COA" MOCIV I: IT IN[ (11Y 'MALAS' v OW aA ,oiulr r t. ALL PIPE AMG nTTIMIM WTERIALSLABOR. ANO APPURIC a[S'fAMEO As REUVUtEU 94AU IN �;UPPLAD RY TMC. CmIT40111. NANCEs Rr TME ,•.r. 2 ALL PIPE AND rmimm Y1MfE (Ij IKMES ANJ LARGER 310,L OltRESTRAINED JOINT DUCTILE I90i1 PIPE: AWJVt .RADE JQIMTy MALL OF FACTORY-nANOED, S THRfE (d) INLH MCCERu" AND ABWC sNKt De. A NE G1CliND WSrAUA NS WRN IhPASS. - 4. VALVES SHAE_ 9E. CHAINED CEASED. .0. INE AWVL Gi1D1. NU RYPAS' TIME SNAI. AE $12E0 PON t'INF.-I+Aw REautwmtMTS. t. AI.) riIE U415 V S1J. AE A MPMI C* PJGwI t w OPA" APvROE01 TLIE RRE DEPT. 7. TNL ENTIRE AS FtwoET SNAIL at PAWIFEo ufi rY "it) FOR "IAi PROTECTOR USES AMD SLACK 'OR ALL OT4ER USES R,. A CATI. 'VALVE SMALL. or ,NSI'N-:ED AT 14 A$S MERY'S :ANNECTWN POINT TO THC, INN. I . DUAL DOatSTM:-r1AE 'FLOW NASrEA METFIRS SLINA DE "NE COMPOUND 'ry'v - - 10. DOaES71C WATER WARIER WC11 d SHALL RE Et -I:R COMPOUND OR IINUNt TURBINE TYPE AS DIFTEA RNIED FROM THE WN. SCO USAGE at ACCORDANCE WITH ABpfNDMt "D" OF rkr UTIUTiES MANUAL. DUAL. DOMESTIC--FIRUFLOW DOMESTIC WATER MASTER METER ASSEMBLY CITY OF SAN70RD 999 L FIG•�501 6 v C } I L � 4 an ' A C m " r✓W I- � O mF j.. . ___...._ / \ , , X 0 a TYPICAL. COMMERCIAL RECLAIMED WATER IRRIGATION SYSTEM LAYOU' CITY OF SANFORD 1999 FIC;. SQL; v i V P Al .OTS T P SERVICE TY ;I" IY l ( , "�, RVII PROPER'" LINE (TYP.) II WA�_R MAIN- ...` / 1 f i M/1- '-SrWFR MAIN '. CLEANOUT - LL a r'� WAY elf _ // � REDUCER�� \ �, MAIN (MIN.)..,./ 'IT[ NOS' AS 1 ASS M w E BLY R R P r t / I EOJ 0 TY t 5EEN1' I ( 0 1) I ! RIGHT OF WAY LINE' -j ,FPARATE TER \ "Y "` CURB 13OXES —"'1 /`' WATER MAIN \ RIGHT OF WAY' LINE NOTES: 1. ANCHORING TYPE 9!7 RENO SHALL ONLY BE: USED WHERE RIGHT- OF-WAY CONS -RUCTION WIL!_. NOT ALLOW INSTALLATION OF A STRAIGHT ASSEMBLY, 2. LAYOUT OF RECLAIMED WATER MAiNS AND SERVICE'S SMALL CONFORM "0 THE INTENT OF THIS FIGURE, TYPICAL SERVICE LOCATION DETAii,. CITY Of SANFORD 1999 $CHEDUL.E 40 GALYANIP PIPE AND FI"TING'S OR PRESSURE VACUUM RREAKC.R OR 5CfIE0ULC 80 PVC PIPE \ i REDUCED PRESSURE DEVICE AND FITTINGS \� (NOTREOWRED WHERE RECLAIMED \ WATER IS U71UZED) ( METER BOX AND LID UNION ,1 UNION 1 TO BE FLASH WITH t FINISHED GRADE. ,SHUT OFF VALVE I{ 12' TO 30'• ABOVE ,I CU49...� 4" TO 8"' GRADE ( FINISH: CRADrX 4. i I • METER STOP +.,.. .. SERVICE _INE. AJ'PLIE"$ ONL.Y IF IRRIGM7pN METER NAS SEPARAtE TAP -0 MAIN IN MOS' CASES •'--' - CORP. STOPI THE IRRIGATION METER WILL BE PARALLEL, r Y rU £' .f H HOUSE MEIER AND F OF TH. E F j2q{/,./ •` -"" --- DOUB, E. 'iTRAP SADpt£ � SAME SERVICE CONNE^TION. ' WATER MAIN NOTE.. 1, A POSITIVE DIELECTRIC CONNECTION SHALL OF MADE 9':TWFEN ALL t:ALVAMIZED AND BRASS COMPONFNI'S 2. ME -ER SHALL BE INSTALLED BETWEEN SIDEWALK AND CJR9 'WHERE APPLK;ABLE, OR A- PROPERTY LINE AND IN NO CASE, SH411 IT RE IMSTALLED IN SIDEWALK OR OTHER PAVCD AREAS. S. USE PRIMER SUITED TO BASE MATERIALS. f 41SN .WITH *WO COAT$ OF P:JRP,C EXTERIOR ENAMEL. A. DEViC:E SMALL BE 12 INCHES (MINIM(,M) ANOVE HIG"Sf OJILE:I, IRRIGATION METER PRESSURE VACUUM BREAKER OR REDUCED PRESSURE ZONE ASSEMBLY (:ITY OF SANFORD 1999 FIG. `302 DISINFECTION M Before being .plccmd In Ismice, all now Victor mob's shalt be chlorinated in accordonce with the spaaltlr. atlDna below and the proesdures outilP.e fn AWWA C-051 "Standard Proaeaure for Dlolntsctfng Water Wait"', All prov!aions of the FlorPdo Deportme it of Environmeniol Protectior parmit VhcJ 'De complied wi•h. WATER E SYSTEM TESTING: Hydrostatic testing *hall be performed at 15Upounds per square z nch pressure, vnlsea ofn,Omles oppmwd by the City, for a period of not Wes than foo (2) hours. Testing eh0il 6e in aocordoncm wit' fire op Icobte PIOV:atom us sef forth In Section 13, AWWA i^arid rc C$00 ter FI ductba Iron 1 • and pp11 A n AWW Nomad! Num Dar - 3 for PV D p a M 2 o C pipet. ,he testing pruoedure Then hlalude Lha canffnued cp?Iiroften al +Tit speoifled preseura the11, i fes a Stam. for the ! Iwo Mur cried b W� m n Y d u taking In 1 tm a 1 i Y Y P D. n con o net Fut DI P 9 P M a or mwawln wafer' t Tpp t G ase, he Should at Iota hall 6 4 r a s de a min yy m r h' 9 ad .6 ensu In the vol m ��yr, fr y 9 U m "Ria C d DI`•+ sold d sr. op f t pia e a anealn Should hs bs la;l, recces.+Pry »pWn shaR.be occomplished by the contractor and ^he teem repeated infil wTAhir the established Ilmh.s. The rontraelor shell furnish the necessary labor, water pumps. gauges and all d1I»r items roetulroc to carduct the ragOrod water distribution system and Perform neeoasOry evisai. � r b WATER SYSTEM 'TESTING AND DISINFECTION CITY OF SANFORD g99 I(.;. �C,7 +.., 0 GALV 12 4 sCHF.tlULE 4 N a, PIPE AND 1`17'ING5 OR CHECK OR SCHEDULE 80 IWC PIPE ` R. + REDLCED PRt:SSURE DEVICC AND ';TTINGS \ ) ,\L,� 'll METER BOX AND LID ,I \ U1419N --, UNION TO BF. FLUSH WITH t r „� r'NISHEU QRADE. 1v SHUT OFF VALVE' +I 12''TO 30" ABOVE C! HHF ` 4" TF 8" GRADE FIN)SHFC ' + GRADF I i i ME -ER r ! CURB 1 Slop p r �r �^^ --- SERWCIE UNE 100- CORP, STOP 71()LABEL STRAP a . r .AODIF: , WATER NP. N NOTES: A POSITIVE ;. ELECTRIC CONNECTION SHAD_ BE MA'',E 1FTWf EN ,Lu. GALVA.A. t- ( ^n BRASS COMPONENTS. 2.. METER SHALL BE INSTALLED 6CTWEEN .SIDEWALK AND CURB WIILRE: APP.'CAf+'_I: OR AT PROPERTY LINE AND IN NO CASE. SHN--'_ IT 8E iNSIALLE0 N S )EWA;- ON OTHER PAVED AREAS. 3. USE PRIMER SUITED 10 BASE MWERIAI.S. L' NiS'A WITH TWO COATS OF BLACK EXTFRIOR SNAWL.. OMESTIC METER AND DOLJBI_E CHECt< VAL.Vf OR REDUCED PRESSURE., ZONE: ASSEMBLY C;11'Y OF SANF.OKD f,.:. 505 ..�......._. ....ILII.,, ..w..w....�.....�,.,... fi"O,R-1 TAL !VERTICAL SEPARATION RE*Q,Ij MZN S PROPOSED._,.r.,,.__.•_,.�.__.,..._: r _ ..._.,...-. .........__._,__.. UTILITY P*fmlx WARM .IMCLEwRO WARM¢yMfA'n �tkA I' sycov Nwtw (dblvlh• A f.M} APrrrrAeiP �_...._ .._ iRose F .. Vr HOt0N. E. ,!m^ . ,IOMTI VRI Ptl1AaL . `IAa,ArY.1.A 'U is NATrA PACUWEtY /f a CC' NRE GEN[PAL IMTER 'j,� 'R � f"•- 'T- ! - NaiES' NC 1 ..SAWI,... ..L. TARY of (•£NERAL T, "HE TABLE REF"RI-Alvi THE MINIMUM SEPARATION NEQUIREMEN7S AS DESCRIBE) M F.01.0. RULES OF THE FLORIDA AOMINIS7RATi0N CODE (F.A.C_L THESE SEPARATION IREOIRtUCHTS SHALL APPLY OrVIEEN NEWLY PROPOSED :TIU * LINES AND EXISTING OR PROPOSED UTILITY LINES. f •2. FOR THE P1111FRPOSE OF THS "ABLE. RECI.AJMEO W4rER SSHAl1 MEAN UNFIESTRICTEC 00LIC ACCESS REUSE WATER AS CEFTEO'BY F.A.1.:. 11-410. OT) -ER -VPES Or RECLAIMED WATER ARC CONSIDERED RAW SEWAGE ANO SEFARA*IONS LISTED FOR SANITARY' S WER SHALL APP..-! 3', ALL SEPARATION D(STAKES. ARE FROM OUTSIDE OF PIPE TO OUTSiOE OF PIPE UNLESS OTHERWISC SPF,CFFIE) CRITERION lROoV<',, G GREATER CLEARANCE SHALL. BE USED. C/C -• OCNOTES CENTER OF PIPE TO CENTER OF -1PE, 0/1 -• OENO-ES. OUTSIDE: OF PIP£ TO OUYSIGE OF ?IRE. 4. ACCEPTABLE VARIA1NCES ' W y A. MERE DR)ZONT T: M A' TA N K Si0'AFtA bN OS NOT ( I ABLE CvCTu. E IRON ":PE CR CONCRETE ENCASEMENT NEST BE USED FOh A; LEAST ONE OF THE PIPCS. OUC"R,E IRON JR CONCH s'GN- r f [ f ASEME'MT �YJ$T 8E USED UNTILANNIMIM ..,..A RAA _. tY• REGAINED. R. WHERE. to INCH VERTICAL SEPARATION IS NOT A7TAI4A8LF' AL CRO531144S, USE ONE FULL LENGTH OF OJCFILI IRON OR EN- CASET) P!K CENTERF,D AT TVI' A0141 nr CROSSJN6 SPEC*_ SL,$pQRT MAY BE REOUIRLD. S. NO WATtg !. PIPE SNA,PASS :NltOUGh: DR C,^.MF -4 I"ONTAC' WTN " ANY PART OF A S.ANI'IAW OR STORM WATER MANHO,A OR STRUCT:!R:F - UTILITY MAIN SEPARATION REQUIREMENTS CITY OF'. SANFORD 1999 F'iG. 508 nRPOM'CN MANN WTI+ w00_ CORPORATION V--II4AWI- eANTLo IQENri i Fit(r"c ) AL CnIOR ♦ N' ,1 YIN..) r 'TnP (' alN.'. ..� L '1" v S/•!"' WITH LOI NLO, LURA In isLf wJTf ;TI: „ I r ) T I LA _ f F) I / I /'' a, P i9 MAN : I F rT 1WkER / I O _...� UNE 11 IN.1 1. I ('" MIN.) r i w4iiL 11,118 TOOK AND -...1 IAOIYIOl1AJ, UEILP Wxi.§ R -' wAr' P _n AN YL RA V - 7' MAT :n M '£ "UP .n .,. r F E RS fu ftY CIT"' 01 iANfOR D 7 (for c `� n ux II ( t 3A J!f0 r i SINGLE St.P.VICE DOUBLE SERVICE' ' CONTW UCL' COL eft t ..COED 14 GALIN 1 CORPORA'ION STOP I INSULATED C01PE2 DOUBLE CHECK ! OF f I1 f LNG 1 (OCATING WIRE' �� VALVE iNORMAUY OFTEN) r l LOCATING WIRE ALONG- _ I MAIN (SPLICE SERVICE S+E RVICE 1 WIRE. TO MAS.' WIRE WITH WATfRPROUC �--!,,.• CUNNECTORI{ t0 - 45' 1'L V •. ..... T :.__..- A . YOWL UAR CURB' :TOP AWWA 'r"PE ' \ CC, "HREADS ) TYPL "K FL:AIIILL ! 'WAYt:R MAIN 'I `\ .._ COPPER OR CIS . ' F'OLYf 'HYI,ENE - � TJ9140 (1" MIN) -" SADDLE:: NOTES; I. ALL I'!"'TINCS SHALL. 9E. BRASS wTH COMPRESSION/PACK JOINT TYPE CONNECTIONS 2, NO SERVCL LINE S14AL, rE.RMINATE L.NDFR A DRIVEWAY. 3. EACH SERV'CE, SHALL TERMINATE AT A CURB STO*(S) WHICH SrlAla BE BURIED APPROXIMATELY 3" BELOW FINAL GRADE AND SHALL BE CLEARLY MARN;EO WITH A 7" x 2" x 18" STAKE WITII IFIF. TOP PAINTED BLUE AND MARKED WfTW I'fIE , NUMBER O•' THE t.OT(S) TD PE SERVED, j 4. RECLAIMED WATEN SERWM SHALL BE PAINTED PURPLE. (CAPPER) CM I,ISE i PJRPLE COLORED CTS P01,YL"hYLENE TUBING. i 5. POTARLF WATER SERVICES SHALL Of. PAINTED BLJE (COPPER) OR USE „t BLUE COLORED CTS '0L,YETHYLE`NE YUINh,. f I. WATER SERVICE C0NNE1"7!(7,N Crf'TA11 Cily OF SANFORD 1 999 ...�.�_,�.1.. 1-r 405 2`MEtEH JOI:ULE CNl'- BACKFLOW 'RCYCOER A' '*[U,,Y y, H A, f,A,VANIZED -k NCSSURE OA Gf: P+ AN;' FITTINGS PROVIDE TFMP„RARY -.... S P R - .JP 9,f1 AS NEOIJI4'" rf ..'I: ti (1,.•xC .,+,�� •.. ,. , Irl ' ......1.) I 30 1 " ABCVF. R/vACubM BREAKEw PV' 1 G'bAOE SCHDBC PVC m f; I RE,ASU fl. (',AUGE I I 3 Iyer •1 rJ C r �✓ , c 4 . I ," r A DO,7dLF.. 5'RAP SAOCtE r �I -,A :f• ':;TRP' SLOP NEW WRITE? U -1E r 1 I I' t -IN VALVF YVS'Of srr ANP, Ri MAIN Ll '(E.0 U, It 'ROVIOE t0�K1NO MECHANISM VAI rE WILi, RE OPC.NATCO BY C(TY PA410,4mC. CNE" 1,1E C')N RA,"CTR SHk.L RE RESPONSIBLE, FGR AI.1 M4"FRIAI..,, AS.EMtIANf.I fHE. ? !N 'TAI Ailf,h F "HE S " 0 I —EmPORAR'Y JUMf)E:R CONNECTION OF SANf-(:)RC I':�99 F!( 504A W14, Sr0AP,,A AC'4��.At.DA.Ai1 La/F4.5,e)Alj J+SAJGA 40 -a-7/0 ' "e��,t$,' ';' (.],P°•' :.Aw"a,^f ►A '".f'; .r"ort°P;Ey . R 14.'x' 7 71 i CIT WF_ SANFORD L) ILIIY STANDARD DETAILS �9q9 i J�, I �;>'k"J�t� � 5 EP 2 0 2003 q a Ij