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Home My WebLink About1185 Upsala Rd 05-525 Plans Upsala Business park." „ -. 'Si a'f _.. .. ..._.� ...: .. 't ..(•. � a , i. ,,. ,.,e,i.. , wr ,.. J 1:. ...k".. .°- .x .1.. ,.. _. ,'" ,.. S ..:., „ .a ...r 4. fie . ' i .._ -0' ✓�?.. >✓ x.5 �r ! :. ., 4 ,, r. r Y. ...,.. x.,.n. ,.,.. ..�. .. .,,. r.. '4'F. .. r. ,. .,r ,r ," •. .k.a. a •9., .F.. ., ., -ixi , .. .. .. ,. ... "?'�' .._...,.. � ... : .. .. .,, .-. {. W}a". •# � .rl; : r :,y - .... n :Re F t i� .,4. .. 1. .. . r t r k r.. .. .. ,. 5 ., �r �Y , a t l �,,,.5 a. t,., a - - 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 t:j or;.,. .. t+,.> A .: .,, .. ,., ".., ....., ..� tr �(:" +11 1 x.>i .,,,-..M•�1 +�...`1..",.1V.Y_Y _.... ..�.:...�_ .,... SA r a:�°°I. ,.f. ,;�,+.1i.. .>.. r...l'•:,..',7 .l i. .e., 5 „ }'''a. is"4' Ap; , .,7,3 N, r i r ;•e , . t. ' I .x:tt'i"': -.PG" J+ tbp"FYK:Iif YLwp'f.:tBQit�15 'iS'I'Q — r � � �:. -• ',��f 'i r ins � : + 1•',[ ), C� ., .. .,. r i f It p7,G2CA y iir;.� i ., C,✓ :r .} ..! i d1"' '4.,*.t�t?r a 5 * t., ,. ... r ..-;'. , ! . ,,,,.,,. ,r ... ,, i_h ., .,., , , u d , .. , e rW �':.,.. fg ! �4.'°„ r '+ . j' , .'': P _.. s.: •:: ir; „", G.�Q,...: s :l.G7F 3{!'iSoS1 .T..»x 1a :�: r.. !a ?", !fw" ,..1S.k - - apt P r r a C i ?. rn •d is i a x 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."+trt _;';� 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 ^smxvi CT'.Y�ttt C 116i1k" ' k. A ,R P t'9J Y1� •� a Csn �.x,,..,. i.�x,, vet.. five a sp..r.E ,ascents,?rdaTrenrh�+4 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 (:0-er J%ft for, 16 t1P >a1:4 Srtuth to inc Fark d: _.... Upsala Road Sa rd,Florida 4p � ; LL VrW(b) Alt DCV01'*P' A"( sft.a.tl be irt. accord artct Ivit`h r?tr City O[Sanf61 is Laud � Subdivision ttxtpritveexi:eizt t i>�afts �t�njl t'ne' sr: slta 3etl ttk r v 9 M trot 2 # a cd by theev< toprnrtr"c ate %.cant atci �.otw�»trixr+td �stean non �, L:�.�"��alS bdo �on r us i:nprovcd by tte City prior tq ally uSe or devt*taa tcaectt. of t-hL, :. i e; (d') ,�'+naf P12( sbaii be reviewed, a r,-ved an(I rev,)rdeti prior to ilp i.,setat�C ttr � any r',er�titit,ates of �ccupatntcy-, tO UPSatla_l�a-ad ShOl be litniti d to Cite sublivisio t raa(ra,a ;e t-02d. Atl otnc - vti)icular 2C :au P4404 to Ula :a [a :90ad Shatl't be prohibited (� She ;Ubdivision 3t all be r1PWFW of a subdivi5iu -s entrimce sign trot exce,Tdiog 32 squ ij-e teat in si r and vot e:xcteditt:V 6 feet in heig)t to btw rev eweti -Inc.. approved by st;zif'lf prior tit req aired taermittii,1; W '-Fhefe Sbatii be too j.td€tyards permit•tei within tiee ,1ubdivi, r►n; i Site, SA"& oils Map �MEWMPew" sae v ,. «`� ..a,n .:k . ,.a � , ? '':' �,v ~" G x wT ,,, "IMM, AIWIFATAMVIA".:,-,,P Sitelocation Map 0 � IOM 1dl r' M y r� �Ip l ry M 44 .�'�•r 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 NARCISSUS cfi rT „ z 46 GIs 46 f t�? .,,�y r � ft< rRUBY 0 W 5THX e_+n�N} LU ' 0 4*0 SKEF-7 b `TITLE PACE SHEET. . 3 ,k sl4r F*T *7 JP'SALA ROAD a " 40 -3 *2000 f . 407 322-2003 GEOTW : ]Brown rows Consultants, Inc. 478 E, Altamonte ive - St. 108 #313 Altamonte Spins, Florida 32701--4Ai15 40 7-862- ►71 l�Ic: 4V 14 1*9772 NO IF Y Arl .. ✓ �A r P 40 e , : 4 A ARC L I. a NUMB "x'A,1A MI TOTAL ACRES a 13.0364 Ac. or 60,2713.S84 s.f. � and AG . a EXISTING ZONING RI1 a ; no, 0w L so' °' «' i PROPOSED ZONING PI) � , ' • , . //jjam� OOQ((''�� /"j� nn BUILDINGr SETBACK REQI7%REIViElYTB Upsolg Road - 75 feet ev Front Internal Roadway - 25 feet Ott resat. PAvtu Width , XMIAU ROAD ar sa of a lc ftd of UNdnA Poemm Talc I ,Sides Is feet ..«rr+. l.+ ,,,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 ,.. W— «.Nw ..Nr .,r «a,. +w -Nw wN,....«. -wN «+tFw +rw• w.,, +, ,,. rr!» NNIMI. wpNw wMw. es+a+ vwiw w,w .w . :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. �hr► ' � !� 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 _ AC;M BUILD ING om► wf G 50% of Parcel Area D «'2'M Nw r♦w ' . - w>....,,�y.. ,,..,. `t•L .w.- 4.,,,, ..., -....r ,ww. „M. +Mw".;:....�.,,-.. ' .i)M)n.NMN'�MF..w. <+r• +,,,,. w.ii,, �' �� .Nw n..., +•�...' ...a+Yw. .♦.- ..► ..,... «.,, .r.+ w�.. ,-..• .-.., ».,-..».... ,-.... ,......: -*.«.. ..♦.. ...,, ,.,, :•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 �M+rt,Nr.N.,,.r,.u�.,wlr�Frr.�.�- Meot 4 N CO t#s 14' s8" W24.9i' "�"' ipr of I�lvemoutOp.atlaalE+ t)t) a,N�'��] 1Pawelat » dffS. 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 Are* :'. , 'r ;. _. ., H.,e_..-.r:...:,. ,„ ,A,, :'•.a•a. ,. .v. ., .. .. v I ' 't�N .►.iw WuwNwN. r ir'++iN�/!YNR.. �-: +MYII►+ w •,pMr�i+iNY+1ii .1► 4�►'.. JNF`riNY4N�r r'w'�wi+„r1r.W +�N�iM�.Yw Y� �NM aiI r: h, , ., I ;. +...NrZ. a �► M M AR I+'R+t1I'I'INGr A 3TtEi�T sa 3S feet .MiM/M N Psnrp.R?.�;aft'avnt SFideWk f+•f�, mar+. �, +wSa' :*�wr+�vrrar;ww� x ' tr • 1 �� . �.. �... � ��", .-,. �..... ♦.... �....� .�. _ ,... � �.:.�. �.. � � xotto ,�>�. « umnr mot.,. as�.t '�'%"" �ViiJ P CAL A.R�A x �.. 3s r tY �► w MINIMUM PARCEL D AT BMDING LINE ae 78 feet s 1 ,u,("" 1 I __ " � Sido alkk s«o. t:. , , UM ' ,R/ tap i'� i+r { a1 q CAAfcEtTt�j I , . t�tti r I --a'J ,.'�iL eiA fl+: L 40 `• , - - <..-" R� { 1 ,I I � L�a aa�k watt EASEMENTS >� Frontlid ��e ad utility �semtsnit"2Vt -pt I I I Se - rraturaa _� � Block wall ; Rear =101 Dnt lge and Utility Easement I I I s" � I t 1 { { I - I ourr« ' I B E MUM co. stoma. w ,,, sa * YoWw Lire ( + Sides S ii and U lity asernleett i s St�w�tnc t . I I I i I ' Owaed and �1Nataned 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 � � Seta Site ''inn for incatiaz� 'Clarttl[esti,nn I I I I I NOT INC Lr DED , 1 ! { { i I R' I LANDSCAPE BU"ER sm Upsela Road ar 25 toot or 15 if lot Is lees than 200 feet deep .1tt I i.OdAecca I i e. �- t i ;t,OPA"a � i ! I a.� I i n I I t.zsAot� 1 I� Internal ' Roadwaysra 10 foot w ide landscape strip SIDEWALKS • U sal Road Constructed b Developer , 630 xb-soo sea" t".) 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 ) .-, ..� ..., ... _ :.. ,�.... ....... ( I I { i 6' Cbnm to 8ka W14 I ; Retail Sales and Service a Permitted After Conditional Use Approval Only. i tL _., ., ... _ _,._ — _... — — _ — ,.... _... — . . _ .- . _ _ µ_ s 1 fBlock' Outdoor Display New Merchandise a Permitted After Conditional Use Approval Only. 4 « I_ / _ ... . J I v✓ati + ' ^... ,.,.... y-- ,ww ..,,, ..rw.++ •..N ...,. ....►' ..N. ,.... ,.:,,..,., ,.,., .♦n .... w.... w� � + ,,.+ •.-. ..,w..�.n', "+Nr .N.,, «.» .♦,: .rr-,,w.► .w-- ,. , 1 frterw�tf+.k tr> I (.gtf �vo .t+ l,�wr,� 14 s$ s V11-7s I . W - «. ...... « ,» �.. ... N» .. �^rrr.. .« ». ►. .... ' w .. w P A r n itlonal Use A prove . N arrbfl W,Y.M�wr ►,*.«, .» , �, // .,r.,,�. . •� .,,,.,.. I Outdoor Displaaty VW Merdlaadise enaittted fte Cod tRrit+ Choy. t:' P pow' <wn'n ,Mn wY•. +N:vn +NYu wW'w MF• hw� #YY+, yw•w vr++ wwv ,.yw ,Nw k • .� - '.� JAM ♦W'Yi' pIMM rMIM, Wnr MiwA w,r MwT^' .IM/•. W,yr...fAM rr /'r Few:. ~ .. \ / ...r wry; wMr rr' .-r ...+-w.+ .r-'w+ w.. 4F r i f ts' ate, ,� ', `� ra .� ° �'► i ,e.� Outdoor Store Pertt�eid A►t'9r fond##lotaw! Use Approval Only V v,► r / I I I Wholesale Stor NonRoxardous Indoor as Permitted within the corneal ndi Zoning. r. , � . , � , ► I � i i , outdoor a+ Iorrelitted After Conditional Use Approval only. i t I ,, ,. ,, ,,,"` :,a , s° s ws► c I { r` �1 I I t . _._ .. ..... ,.... _ .:.I i i Tank a Nra ted After Condlti Ufa Approval Only. �I,, /'� °""• ,�,. /.•+r^,:,y "`'^.� � � "'Yr,» +ir.t�"rl�r' «dMMlrr++.+a +� Iwo wr +.N�IwNw ?r'w " „'.".•� wr ' .. ,+w'�kMnwr. «:'...' ''"� e4i ;yiMl�.Nr`iy .MrirMy� `� � + r I � I r I i' « 1 s"' • > •`t w _ y . . I i + PlaEt Indatelr Pex�t1 Within ' resporr� Zoning. o.ao Acres �c r s ao�rak i ti: I I , Outdo * P d After Condionat Use Approval Oal 1 I I I I I - ��per� ;: i 1 I f i0(?' pp "�. 1 ti I l I I I Taper ' ' +s ,� . I I �. ,� I F + 1 Tanis f Pe>rr ttsd After Conditional Use Approval 0*. i I r I I h I 1 t 1 I + I e , , r l � Mime c► I f I t I1 �) x I I{ 1 I E I I r f t l I �» _; :� 1 n`n" A I n i i Mauufactr *'No an d Indoor �a P+er�vitted Whin The corresponding Z*# L ,t t I s� �s etfwefM.� Q�1 �� , Approval l I I 1.0 Ate$ � I I ► _. �� .� _� I , ; Outdoor Permitted Air Conditional se A►ppret a Only. w ,. -» ,..w.. " ,....N..,.. - { I. Taper I I '"' ` `"'' ._ _ I ' I 1 (� ! ! o.f;7 �.�a ! i � j I a<sa � ,.� '� , I r i I � ' i . Hazardous Indoor = PerIrar�itted Attar Colnditiona! Use Approval Only. r 72A i �'t I I �t lot i I i ( , G`C•t.► ( { I ! Agricultural Processing Establishment Permitted After Conditional Use Approval t')nly. a t Temporary Construction Facilities = Permitted Within The cortreso>nding Zoning. t I I I 1 I I I l �► L I PE�,3ot i 1 AL ( + ► I + _ _ J „ _ — — i _ _.. .... _.._ � I ....., , 1 t r I I �..... '.......... �.. _ s O.ss Acre ,...» !.. ._ .,.,...,_.r ,.... � """. �: 1 � I { I A�rlrat7"!o I i I � � I 100Y'l' 1b,R Fl� "QOI�M�"I�iire�`,MON N07' I:,C%CATEI) ON THIS SITE. i7fi.6 i as eta aaru bps ��ry fa Vw%% «umv j w .. ,n... ,.:.. M . _ - ,. M 1' w..r r+�Wrwwwn .. wnru..- ., +..+NNtN..w . ++ +Ns +w ,,NNnu.rr .. w ♦ X ':.� f1 R: ubwww IS0.5pan auwfrf�.w;.. i i _ I. I. ' AtISP' 1 I ' �' JJTT .- -.,. I WELL RECHARGE AREA NOT LOCTED ON TICS SITE. iN+.,wiwr NN. IniNtMttFtpU NMI •MMANw*r .tNt,YYIn1uN' + NM wr+Nuw.. .. NM MY. � awwr w r .+r+aw o uM w.' _ sr f1�si ! urs rawm t t I 2.04 Acm I as --------------------- , 1 is' aunt. �` , one I 1 I . i . 'VEGETATIVE COMMUNITIES ts NOT LOCATED ON THIS SITE. i I I setntac]c (typ•) ,► _ k hyp.> + 1 cooYscc+ca;wA�r `.,\� 1 I � ! I -."�'%—;«f�N.«:e.w+r.-..:.....� ; ` � r i � i i Q ' � ► UTILITIES SanitarySewer - Cityof Sanford 5: ✓�+r+ ar» r...... Nr-► pp+ .,N1... ++NNN r .Nww err Nlwtlr Nw .w� uNYr ++w .Mr wtr `w!+" � f 1 I I ,� `hh., «+;�' � J _ _Ar'"" r wrrnyw.rr � � I 1� 1 I �. I \, ` I M.tH. t I I m I... ( \ �, .. ,.✓ ,,..,. -..o- w ... w, w- .... ..., ......:_ ...ram -� ' I i i' i f � i potable Water w .City of iartord Elecdc - Florlds power and Llot PARR L °c• lid Waste - Management - Dunni t rs Required 1.� So as City of Sanford Witste Ma►nag ps e k Reclaim Water - City of Sartfor�d 1 1 1 1 i ( 0.ss As I I' y 1 I i i I I t Phone - Bells+outh _ t i it?_ A rtut ran► I 1 i vARt , , t I +r< r( Deaf ( Hazardous Waste Disposal by an Approved I I I I I 1 ` 1 Florida Ueprtment of Environmental Protectin Haler. (I Reclaim Water Each Lot is Required to Fake Back the Jilt!�: I I . 1 • C. L . Weir I S. + , _j J I i I L I t 40 F�tc tame Amount as Used in Sanitary Sewer Discharge. �. -. I � A4 I ' ' SMITH CANAL 100 Year Flood Elevation w 30.9' mal I �._......�,...._�.......... ► I I ' L __ anr n,...... L _ ..._ Z ZZ --. .-...N„ ._.. _ J .s�r�..~� I N* NM # 6o-%kN..�-.. r .tN NN t.,. r wyr+rtr N,. NN►'ANNIwN.,► +.1 . +—' ..{.. 3S-•ys 1 FIRE �% i��.. i V Fl r�yd�ant' ` 1200 j� i !+► +i •wrw..► r • w +r .rw,rr « rN i�M�N." rw - k toy NOD tlai. 1µ2p"�tlV 64 3 ! i + { , �,..._,� Ti�t.swaie --_ —_._ ----_- — ---- ---� �--_- ' SOS '�'`E • SCS t! 1 I I , 4 -- - , 11 Bts singer and Smyrna Fine Sands Depressional i 1 , ! 20 Myaklica and Eugallie Fine Sands i J 1 t i 25 Pineda IAine Sand t i 1 !! MASIERSUIBDIVISI,QNSI.'."&PLA,-N- X' C"Rf TE POLEI ' j �. ' Water � 161 alJca ita/dal '(�►0 p y w Enrtianated Population (" ot) 20 x 1.2 Iota = 240 240 Population a 161 gal./day ea ^640 gpd Sanitary =147 gal./capita/day = Estimated Population (20/Lot) 20 x 12 lots r- 240 eta '• ZO Ppt►uiadon a 147 eaUday = 35,280 em d t�i RIVV " I. .ill iitrrinnries 9 hall e high pre sur sorlitt n vapor, sires ,�1 bottom, pttwE� ► 'VARIES AS REWIRED ele(Arlc wntrol ed, ballast in hoad, one () 20 amp f? ce, 7C!'i�+`/58M or ► '90s wttw - , Ian 1,010W 5l !deft �- s♦ �F na 4 d �,tnP" a x,- 3 3 a R �, a >"4 ,y� a my x >a* :. e a i v td i rsh,r Y� ....�.. ., . . r M n ,. .: :r ,.. u., •.„ ... P ., 4, -➢. r., r ,...,:.. , Y�.., ,_.,-. 5 i. 4.. ,v d�s. n, <�. 9. , ,q_•, M.,,..A l .k i 4, Solid Waste = 2.46 pdsJeapita/day� = ElstWased ftulatfon (20/Lot) 20 x 12 lots = 240 240 Population x 2.46 pdsJday = $91 pounds/day Traffic Trip Generation/day a 240 Population Perak Hour @ 240 'Trips l P - 4' as d 4IM10,N: m spas OF `r, 1f LAC °�,!'' i si Positive Outfall at 25 year/24 hour ASPHALT .,� "vt+h ,�t�to� �.,i)trttrtaries in r�sicierttal areas shall be conneCl+�ti ar�i st pplictl,t:c, provide l Ail R 9 R R - ,q �w gi ltar�� r� s+ t re. Opens Drainage for Rural Streets wI* $wales a� 10 year/24 hour "� ... 4. Polt"s 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 Srn Lighting Mfg. two, ZAWC.h or s approed R� ca► a ot= s d v� a a w t tial. The length sha C,t- M C Ty An1F k` 4 `t 334 S*44 ? tfit+R�� :.«� _ �, 0b+t long enough so er to ,dace the fame t,ua (� �; $A,at�rpAv-� >,Yy vc sW�P�M qo't- 33a�-��► o + f Sate , ... -" 11�1 .fax +C72 ai�fi- 100 1 V. 0 Lurien from El�c edge ►�f pavement into -he rot3dwa� . v�rA xCA- CrT+ QF SA"0=10 i) - '101- .� 3ra- s(o-4v t E GT'R,C, — t7 4- Pota� r Lamps - IiPSV ode, G-C, Ilu 100 6. Street t let Standard- Sheet l+'ghts shall con ortn to specif cations illustrated � 50L 1.0 Wgs-rr - ri"ry oq SA toP0At0 w -q'i- 3o2 - 9-1 +q JGPT r�rr Fig�fr N-S. _ - Photo Electric tells - Fislte;r�pi cc �.�.. et 2 or ►e►►2idTUUtTt f3tstai , s , Art_ r plea, ", tee from the face of le t d r dw t : ___.�.�,... � ,�w'{c�Cl pole v ge of c�a , y tn' �atca of curb s� w�r�"R s t•7 :,;u :; l.:aM?'.-"� Ast; ��'�<.$ 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 hed to the Public,'RtoA,t� .. 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M: am *Pnv+m MAL / SEE SEPERATE SKEET FOR DETAILS AND SECTIONS mw% ,. &me 70 omm r Ml F*M ME OF PMRMFME. ,OR OMJOM ON .w_•-w»_,.,,_... ......._ .» ._.,,.- ._ .._ _.._... _. ._...,....- _ ... ...--,..- ,.. .w....... .« ... . .., _, ......_ ., _,.w._...... ... n._.-.- ...........,. _.. ._ .......... .». _...._._.. .... __ ••---. .- -.. ,.._,.--.,- .. ,..._,.-- «. ......_-...n,_ _.,. _ ,.,._..._ _ ... ..,._._.... .,, ... ,_..... _ ,.. »........,,- .., ._.,....,..... _ ,. ,.,.._-.,._ ,.,. _..-,...,.. _ ...._._..,,_ _. __..._.-. _ ... _--•,•.---. .- .-_.._.... -. _ _.. _•._.._ .,_ _ ._.......,_.. ,.. ._....,._....,, _ ...._.._ ... _ ._ ,,..._.. «. _.__....... ._. _. = FEM M 7 OF LE $DOME COOMIY MMER MA /M.MFA S MloMM. @��,�J�� .wr MMIIr Myl, r+ v,.. r,-M wEM r.Mr .r wrq rMw ,UMP +EM► +r w qMr +b' r. r...,.+, -+r P,r► �.. --wr r �.,, +,.+ .Mrwe -iMP r>», ,MRh w..w. wr+ rn- w.... 2 yy�Mp� PM'E W:L ff REMTW&M JOW,9 antso E C.M•+afdE,� WVVQO MF THE YNWEA, OFPl1M" a1 TM Ii1107M Or flb"0. Existing ww �wri� +nw. �rW ..�,1�• rnr w,P �111r w�� rn� wry Mu ,I_. a�� r w wr..r wr ply- M1�Ir► wNr .MMYr �,,,..�1r. �+M• MM. ,w". Y� Mir wrr wr r .rri! .1Fw ww err +ter wwr .w uwi� M r �A� .wrR '+� .:.'*nw"'""ti✓ -•." ,..+„•,••.• .�q �..q ,..'. a e.nu To W EM PER Ammm M aF SEM M 7.10 or 7ME 4- "'��`"�. �" ''� • M... .... -��'" •+ .="'�. / Existing »' MA,pI Mi F6MPJ, MENC/Wi. "•' ,..,.. ....,. w ....,. _,... -,_• ..-.. .,.., �«,,, .•.. 4. P OF SPI[EPMI NULL ME MFAMMEO PER WE YMUFKIUME1t'! �' In wW '� jfMP0AAFW :PL; Pe,k _... 'R _ _ :v ,., .,,,.,, 'r'*". '� „'" , „�:._,,, �_... _,,, w _,,. _.. _.,. _... ._._ .,,.•., M,_ __ .._. .__ _-_. _......_„ _........,,. _.. ,.,._ _.._ _._ ,._ .._ ..__ ___. ...,,......,,. _,.. ...... ...,._ _._ .�_ _._. _.__ _ ,_ _ . 1 - BORING & JACKING DETAIL, ,,. C-19Propcased ' _ ., _,_ �_ .._ .._ . _ _ _ M. wr..M• M,MR r+ Mr. M -1, MMMI .,..,rP .w +.R. .,"P ~ aw. ~ w ,Mr «"- M....r MMM. .rr rr ..w r. ,MME MYMP . M..r +r MM,R +E... w.R � " • g �, iiTiiS`S�'tiii Mew Rv� n . _" '� Proposed _ in R/W '� 40' 1 /2 R/W �... _ r _...._,.._ .. _ _...�.... �;_ w._.._ �. _ _.�...... _ �-,�-_.,.-_ ,..... .. _ _ 1N �IAO�i�E-14' ,3i3�'-•�t�•. 52�.9�'-,.- ._ _ �.....� � `_' ' �' _ ._�'�'.,�"�'��!`��"t .,_._._ _. _ ..,�,_.... _ _ _,.� ��. _ ___.._._.. _ ._ _._.,,�_ .. _ __.-._.,S Llt�.de�g..1.4' S8'•' E...,�i.11' ...-_.�..... _ �^.._� _ _ .._.._ ._ _ _�___ _ _ .._._---- ..- _, ,_. .._..._ , .. _.._ .. _. _ _ _ _._ _ _ _.._ .. ,. _ _ .._... _ � ___-. _ _ _... _ _ _..._ . __,_ _ _ -...�. _ _._ . _ A ,,MEII/�I�MI� ^ . 'Y, �MPEMMIM, MYI wY - -w.^'"sr+.." gn,VM�i+ ii � y ' i'.EM !!!P� W�iM.i M►•4 "rM�' M� ,Mr � r wi,w 3riwY.t w'r"MrMi�..+ i.''w "'iww�Mn.,r�„i 'w Y.i►.iw:V _ i. ii Lt�:wY' r'.0 4+iir•: a.'.w "- - _ w .w.i4n.4 _ r. ':.:�w.fr..-i ».ow�r+ r':► wirrYF i.•.w.—_....__..._—.,.—._,.--_•._....... - .,...._...�.,.- 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 Wall , i 1 I 1�E,CLA tm I - -- 6' Concrete Block Wall 1 I I i II 1 1 t _ I 2" Potable Water 8" - C9W pvc Water Main 1 I --b Fire Stubout I I -( EXISTING ING RESIDENTIAL LOT 1 Lot 12 I Lot 11 Lot 10 Lot 1 / "REC4 /41 N1 I I oq l I I I V) j F 1 Manhole No. A -a I i 2" Potable Water - Inv. K35' I . ► I to-e►-o3 i 1- r Inv. Elev. ■ 207 I / Rea A) rrt 6" Sanitary Stubout � ,o 6" Fire Stubout INN. SanitaryStubout O0 I" - 45 des. El. 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 s<'x ��•� (' 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 „ Z .,a � r' 6' r I , � 2 Potable Water �2.73 cav9q I 1 h>� -!'SS Pv�f _ ./ End Block Wall 2' Potable Water , � � j (� o. 3tMa1r: " I ' �o-ra��o3 / � � _ \ Soo deg. 1 <t' SS" E 209.75' i W...P .wrM..: "s ""�,EP.h,.' wi ,Ei +,PsofM.M. w w- » r R . r _.RE.M. r w..,EE.,. r r ..+... - _ .. ...._wP _ .. M•w..+ r r r _ r _ » ..... . `� 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 - "•. ,, pvc Watea Mein_ .00-17.._. (' _ - _ _ _ _ _ _ _ , � ' S da 1. 1 I „ % 6" 4 6. E I I 6 Sanitary Stutlout,� r_,»_.w T �,%� 205' - 8" pvc Sanitary Sewer 8 G.V. --- .► „ Y •- - 1W .. ....,..M,..- IT�E.:R...... ....,...R�.. ., f� J Conc. Pjwa� W.L. _ I 8 4S deg. EL- ®U.30°, Slope -Ductile Iron Pipe rM' Q Teo r — ..-.Er.rM _ r r...,..,. M R► +Ma.EMr .► I s+' - 45 El. " ...,�' 6„ Fire Stubout g I " _ 4 dog. El. ''� 8" G.V. R�iRiM p 2" Portable Water I I 6" F' / u`EGGAirY1 6" Sanitary Stubout Lot 9 1 8 5 g I Ire Stubout I I , 19$ 8 pvc Sanitary Sewer 10 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 2 1 6" Fire Stubout I+ NSF Logo I : i rta . - rt _ _ , • �*i1 2" Potable Water $0' - 8" pvc Sanitary Sewer Lot 4 I ( Lot S ,......,........ -._,.. ,.,w ,. _ .. _ ....,._,.a I I 30% Slope SDR35 1 I I ( 3 .,RP--2" Potable Water I NSF Logo II 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 Elev, = 33.0' I 1 Manhole No. 3 ' I I ( Inv. Elev. 28.75' Inv. Elev. w 29.0 Top Elev. 33.0' I 8�, 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 � rllMlr w M• MHiYY./� 4 EMI BEM w. A MY.A,,.Mr 1� � _ _ M _ �Fw.Y�Y w r .M�wA/+ _ �► s — .�f'... �w rIMrIY�� Y,�'M�,I�"M »► �_ MIS_ ! �• � � Y%� ��,�e �"'��'.�,w r w�� w. � � � � i - i � Exbt. F.H. L ` ^ ~ • ( I r _ .- 1 6., Sal9ltary StUbOul ~ Temporary Juniper I.00atlOtl (, SS "� !�"✓C Q.sii 3 Lo { 1 QEC 1. A 1 M .0I , CODISCO WAY _ - ` s T 0 Connection for Disinfection v. `` _ _,._ .� � s c��I�C,E �,►o s<tw. I Blue Reflective la vTlw-r� r i j - ._ "sAutcr+asru v ao+uT I Marker Exist: M.H. .R,.. +w. MI_' �- rr -MEP •.MP .n,r r_. r..r+, wM4 .rw. MEw• MM1. w rM. .R,-, «....w ..... wM. y..._•.,,-1. i �' �t r .....ter .. ,. ,..i.r.+ .. F ;, 1 E31st M.H. ' t4v , E 4 , - I �' 6,r Fire Stubout -'' • ZS•SS , q" CAP(,eFLAIM)I 1A1V, EyL, " glttSTr..2?p -..10 vC .S,A, 'TAttb \ +�Cc) ",I � 2 Potable Water- ,► Z7. SQ1 . •�� Z" y4wil of °r ` \ �� PARCEL "C' I No.*B ASbe t I \ -6" Sanitary Stubout Potable Water - City of Sanford Utilities \ � ` � y I I Sans Sewer • Cityorf Sanford Utilities ` 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 0.3% 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 �' SAA9t TAfkV LtQ ( C900 i 1 ALL STVBOUTS TO BE CAPPED j ; lV1 p►hJ l+a t- S - 4a M _ ....1.1,..�, r r y„�y,,,yy „Y _ _fir r M•-„.,,,YA- r �. ..�_ _ w r .o.,�.Y,iw � 35,75 ,3 It Is the respoaWbility of the contractor to have all 15' DrainaT "CAPSge 1" sement N 00 deg. 13' 29" W 645.29"' ' I ' i1D$'" /r�3 "'7"a 1 utilities held verified, including depths, and logged W f` 1 I I bdore Comtr'uction Commences. •• ••••• ' G Vr "` .3 (NOT 1ti7C4044" w E'r TAP) 1 parr��t�.�• v"r�-v"Est /�.p"r'�t2S -- t Z i er ,'3cnteratlonr Co' ` t= I RF C otj AjeCIT - 12 1 wATER GoAJAJFCT - 1 .• -- AR C --- - 0 1 Hortslontal Sepemdon :10' Min. z „ R ECLA A �y CoAs �s GT - ! ! t „ I i Verticle Seperation : 16" Mien. Water over Sanitary ! '� /( '�"� "D UTILITY ��` j '�"' SITE T �T or Encase Water with 2500 i Cd ' A >�=I t•c �i4Y CGy P.�E C.T • I lrlA 1 .41� V L1,.� 1 1 1 1 i PLaAI `I ! { Coact 10' Either side of Sa rttary ( i , ,� r _ .,. �? L L 13/4CK PI -Ow i„ s0' ,d ,'',CALL C2E.�_t-A1rY1 Wr�"TC!'�. >+�wAlAJS "t'c7 CEO: %'DTi98L..� /fNd��"f/��' ��` SNG�J ,{ PVGrii2",s"'NSFt_C;D QVRAt,EG.'!''!,t 3 40 d .i'a L/AG d►T-� Ir7frT/�I/C o o� 3' ' to-m{�os 1" _ LOCATOR TAP1w , BY DATE REV1810NS , Ge c4 0 3 ,�,A," 7 �► d y -w PPCt A i,wY'j - Fx) ST', to r «..w r i,e 09 /9-0,3 /"A,v,MotB 70P EZ.�&Y- /6-61-03 A.5 nsa7E'0 tow ,04A.ns. ✓ A SQ to joh. 407-68,2-404,u Date: w1hen & asseclates A. 407-682-3,W e. hmr 916260 crlscill r-hatmerge• 00 inielAsirer-tiet do ex llurtWt�P irRritlrr 3,27,91 r ,26t1 l"aW Il : Certification Authol iration No, 8272 O. 3,0% 5L.aPE „ ri IY), PROP, x DETAIL. "A" - Al T S g" W, nn . 4510 452003 1 C~Ity of 5a.iito'rd gww I Design: RRW Upsala Business Park t 12"o i 4.Ir . 11 X R'.C,M, F.M., N. I ,S, ,4-20m EXiS7. PONM/7-7-60 AA-AVS ,9'1'r*r€,ribs! 01. " l ribc+xr, M. A'. Slit. No. Utility Plan -emir. Ai,. 9710 Approvcxi: OCT 0 3 M, -017 106-r .0tv Ito of kc IVIAo 8" Wet Top BorsUd lack 12 PVC POW]* WaW Una / '18401 VeAtmf. UPSALA ROAD AIC, A0 4 SEE SE OATS SNEUT FOR DETAILS AND U4MON$ *Wb w- 4-6 -ft At- 00.- *P" ww W— ftw -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 /*2 RAV Ir-1 44 9!4� 529L, =---S QUO", 5V L"JT.-=--- ..... . .. . .............. 77- A ",WET 19 to Seminole County, F as R 4r //M" ISO End 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 i0AT -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 6" Fir} Sm*W 6 Concrete Block Wall ♦2" Pot" Water 1 End Block 2" Pmble Water 611 Sanitvy Stubout 208 Wall W4404000 ow A "No"Woo oftwww to op *a 00 •oftiftla�p 140,r+r S no deg . 14'58" F .75' -0 0. saw"-& OAPO" Xjk*C:zV �61zz= q vim' U33' Li 95'- 8" pvc sanitat" sewer -1 10— kW now 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 $ewer 00t� 0. Conc', Erew W.L. 8" - 45 d4 it, 0 0.30% Slope - Ductile Iron Pipe 00 A, Z, I . I . .. I r r I — — — — — — — — — — — — — — — — — — — �:�r Too ow I;g 0" - 45 a 14 ,Oo 6" fire Stubout Ir . . . 45 deg. E 2" Potable Water I I r % Lot 9 U 1 6" Fire Stabout 6" Sanitary Stubout 6 047"Stubout I " SO 198. 8" pvc SWtary Sewer 2! Potable Welter 6" Rm Stubout It' SDR35 fz AIM 2' Potable W ter 0 030% Slope Lot 2 N-SP Logo 61- V`Pftble Water + W-4 rctonital Sewer Lot 4 Lot 5 j 0 1130% Slope - SDR35 NSF I2" Potable Water 3#6101 ftlblmt 39T - 8" pvc Sanitay Sawa 6" Fire Stubout tit Slot - SORM 6" Sanitary Stubout NSF Lojo Top Elev. 33.0' FS Manhole No. 3 Lot 3 Inv. Elty. 28-75' ae 8" Tee-\ Top Elev. - 33-a ( I I 1 I I I Inv. Elev. = 30.19' a 8" Wet Tap and G.V. PROPOSED PinriNnON Lot 8 AREA --w.---------- ------ ------ 4S 17 -00 ~ ~ ~ "P. ".. I �"- 6 Sanitary Stubout ---------- ----------------------------- to PVC 6.0,j% 3 #.04p% I 1 1 --14 Temporary Jumper Location CODISCOWAY ............. 0 Conowtion for DisinfewonCat;. C ram !�t't::R I ( Blue Reflective Marker Exist, M.H. q� 2-7,D # 10 iv- r.' �—1 7 A 'Aq JE]d 6" Fire Stubout-,�� P �5 ��A 2" Potable Water- "Orf sit Fitt Hydrant Potable Water - City of Sanford UtWtigs 4.- NaS Assembly 6" Sanitary Suftut - 2" Potable Water CtLot 6 6" fire Stobout f Sanitary Sewer - City of yard Utilities Ty UVOLA I I n� I , I Seta sw AM For Lot 7 1 i al ALL SANITARY SEWER PIPE TO BE PVC M06 L - - - - - - - - N$F LOGO 0 .3% SLOPE MSPr vyNCRES lv*r4rD As OU4:7/4ff $o9o" WATOW 474,1 ALL POTABLE WATER LINES TO BE PVC S 8" SAtit-To4fty T 9 7' 1 C900 R,R ALL STUBOUTS TO RE CAPPER r- I fkS 14)t - - — - - - L 35",7�-V -3 It Is We responsibility of tW 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 Oagged WINS, I before construction coutnaftet. � i ' � , Pc�Y+��tr,� wt�`r'> a' t-rQS '""', i Z . _ ,_ _. _ '� .-'" I I PIRF- CONAACT - 1Z ;1 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*; 0� 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: Sht. No. SEP 2 0 2003 I I 7I �,o �' 5j4r,9,&-eCZ AAAO Rf am A. WAt � ► </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 tr�r Clp>wla`R+f�ted first aid Upgrade Aso A� JIL ift x art PAWL 3b` Wide 1'avema:nt '�"� '�'�'�► ��! I «. v-«...-.....» +,. pro+-.� .. .,,-w«...,.. ,,. _ ,,...-..•-'� '�`'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 µ ,..:... Lr" � _ , ,.. ... ,,. _....�.. � _. _ _. �,••-�,* - .�-i.-,�»• -'. ,.�......... ,,.....�•�:., ,tea '..-...•=E�t��'t;`.%+�t' µ �" �'�Wr' _ .....,.-.. � «,-...,...... ,__ . .. ,...._,_..._ _.......,... �'"Nitttltt .,.,.. 4_ Pf0 .� ... �. i+ - I _ 7e flit �,.. 1� c� � . - anra, .tan A", � � saa� n� sr� '� ..y✓• ,.c- ,�.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 Etrd SP,c>aan I fir 1 � n �I �- - - ", „M..,....w; .« ,.., ,,..... :,.....rw...,,....:' .... «, �.....,,, ,,,., , I &v. M� 9, 6, + to F.D.©.T. Spits, Y. � Mitered End Secdcxt / Top fflo . � 32.0 ' .:... � �. � Top v. ea 32.3 � _ .� „�. .. � 0.47 A , � Inv. Ekv. � - ( I °�'� i re x ► R�� r � + ! i to F'.D.t3.T. Spa iiicatiorr� 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.,. '•rV. +.ur.,...+ k 'w�1. :N!dt•'I WEi� iS ef".. i I 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 -- . Tpa 2 Irtlat . - ► �a I ` % Type 2 III I �c."�1� �'c�s� �'' �w � I Iflki�t:'1 . v i SILT Pr. I � r toP.D.0-T, Spew, �'" �- ... SILT I:CQCF I I I` to F D.O,T. Spew. v, ,v. 27.5' + I I lay. opo .►', �+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 ..+eM.... .M..w. erew...n Mb -0, "-Wit- r'r& NNNV.-NN- �. r ..+r..■ w� tl I I I •• "�., GATE ` i r ��, _ > Sid _. I I I I , 4baw Curb- •.�, i ' Prop, Cone. Rubble I ( I ! t - ,....... ,..�.. - I' I e . .»-�.,......., _ I ,_ «, ..,.,�..,. _ ..�.._ > � ` wl T ar 3401 Filter •� Typar I I ,, x .: x ,: ,.-.,,.�..,,.....,.,} ... ,SV I , ♦ � �,: `••. '. .:., - :. yr. :�. Fabric Under \ i Type "H jMtatni C,�ub ,� I at am gars aMc are Wall" araa arae on ear o aaaat aaAac No aw srw ar arar n+r / rD I \ „00 I� t Aran \ ?AiteredAgnd Section I + „ ► �, . , F.F. ftv. 3��r1 W - rrr ♦ ax�..w'ir.. MI► .r ,wrwnMr..w w• + Mr rw r MM +rwi.wrk iu a+ ,r+rwrr'ww +Iw"Mrw'+w, r,� \4 to b t'•'- t p, 42' P. env, Elev. 25. I Ty� It�t 3W V .P I 2Inlet 1 1 �j F.D..T. sp��• in F.m:o.'x, s T 1 I r•- -�sI I I + 1 I ypc x inlet �$_ Inv Env. a 28.9 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. Nei125- 20^ R c.>�. y '� ,e Type �; + 1 ,.;�, �' -r a+i s f � ►: 1' ... ` '1 � / �,,' l l { � I I ��i�� wrn+awe �ra►�s�ra►+aae-a"�"""�"i�x •sn r. � . � . I � I � I I ! , f., M ay r I. 1. +.,.� Mw "+... ""';' {l, ✓ /. ' 1:. ,. y'��,17 . > I I / I + �/,,'� , ` I .�.._. ".4gy...•,1..., .�.,.-. , to P.D.Q.T. Specs, \ i 1 42 l 4 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: spat. «. 3S' 24" R.C.P. �` �} . G'C,LI. Fwc a�. ua x a, .iA I' i.�.e.�M�... `�3..r ,"`" -- -_ .. -- -_'� I J i 0 I' ! i ` F.F. Elev. 39A . ON O r4 rw _+.nwr.Mr r..w .,. .M .+..FY.�.. w a..FD..rwM .w +...• w. w r ,.r �► �I. rf1nMp.,.IMM i► M..1�AMnur.� w �-ti,..,.� w w .Y�.iFIMR...iR' ... �.� .w r w,.n.rr + w '� I � 'Not (:.N:IMl.0 � �P. • ' . is j" I � � ( �' ti. �. ti ,� ,.. :y,.. ,�,,. � w7 '`•�.\ ` I I I , , � � 'w. ..-••-,y....•- r�' •• •' �� ,,,,,, ,�,� �... ,,,,,, ..�.. i, + J '�pG "�M �i��31i L•t�± 1 I ! I '� I I ! 1 7 , k I :...�.........✓ � - - .. �'•• ar .. +www++,.,w• A..:UrIr�.M �w w w+M.r.r w w r r 1 l.w Now MIIM..w" .. * No" yl... 0-0 - arMl. r."M. rl- .W.1. w ` � .r.Yr .r.. _,,, "'.. ",.'""' '..,......n,,, ,.,�,,,, •'.r' ( �...»- ^^"'� '�M,�, . x +'� .wiMMwM.. .,.. ,._. ,.,.. ..........- u`i , 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. A,5 I 1 J I I I I I ( I I I {. 1 I ► I 1 i i >E?.5, to P.D.O.T, I pece. v, Eiev, 24.0 F.F. Elev. 3!R Prop. ( ( I �. w/'i"ar 34f1 1 I I I ;'.n: .. r�.•..+w r .. r.w.....w..,.... i.n+.w...... /.' ;1 ! M. Un DW40 E '�',�i O GRADE I' Fai t r - `" ..,,,, 1 ar der } Is %1»ar zo 040 k mar illftA £° "'i %'Ri1CutL Nkftr to I �.. 1 ''! - j ., I j r 4 I �t rJ,.., �,� '�'�+�► ,,,; • ' Mtrafi' 1 Fi;�dr Fabdc I DENOTES D ►N GRADE 1 � �" ,., � � I '�� , y { � � a $04 I a I I ! I 1 V rM ''�: attd C��rAc 1�a1�iC 4V Ord,- .... (/ , jr P ~. + • ,wM..M.. ,. ,..+rw.r+w.+. «. q..rrlMl• .. .r,.Y+r .'.r w+.,r+ w. ..... ,w,... _.... I 1 nr .MM.r rq► w •..Yrr.rr ..r r wurwMr■ qr r' i�rr�lw a► r. wir.wi. ar aft wr4.r+ w �+w,MrM. .w - rr' ..r.r.w. r «. I i' I I I , DENOTESixSri�lG Cli�iTClUit LINE' I .e er _ _ _ »....... .. «. _ . L. r r+w -... «... i �' _. .._ w_ t, I -� 1 .. ....»«M .r 1 4ww'.' t " aiF' Over the Impervious Areas � " ,y % .-s . ..,. �, - - .. .. -- --/�-r -. _ .- - _ -- - _ - - - ~+, _ _ -- r°' ```✓ %`C`aal'Itlsl�' 1alits ;'' Qver itbe Ertkire Site. "� / '_. r s 4 C?'Ar , °M ^'�7' P"!"PSB � .sr�AC err a , I %-..�.Oe rM / X /'Y1 /f 7F"d Al' I Eydsting Ditch n ,� NNNA"MI ' / N Jl j-'r' xifi 'c.�s Weir - Type C Inlet _ .• I r �. 1 1. x 13.104 Ac. MY. by'' l2 M: s 3.1$ AcM. f ,a { ' I DENOTES tyE►9iGN CONTOUR 11Y) ! .e _. ... Top Elev. = 30.0j + I TM �.Mi' " x 6.06 Ac, div. by 12 l�'t. a 1.26 Ac/Ft. 'y9 } + L 1 1 I Inv. Elev. = 25.0 I { + 3901 t'Yt'AR �agax.►c. t�+�lC►1xR t ,I + lRentiozalu�poee and {�} A SS I r. . '' { I DENOTES DRAINAGE DIRECTION Ac. Pt. + 1#0� 2.41 AcM. - WNW C.F. ,i Y L I'7, �`I Earle tng Retention Ares�u�$ON rN�Mp A.9` Na RA..."' AN ra /' AO, 0, 7, T,� F S, � �Lot Imt err► urface A rad u: 0'�a � SMR.SUB Y151QN I { p �tioa V� Prtrvide�l � 3.or$ .Ac/tNt. • 134,�2 C.F. � Sir 4 au;l: n a Aura a '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 - 218,672 S.F. _ _ . ` � Sidewalk . 0.20 Ac. - 8,712 S.F. Driveways - 0.24 Ac. .' Total 6.06 Ac� - 264,164 S.F. z.atr1""'""aw''"G9I"""°i.. ..a.,►...rw..wla�aMaYw"d' ,wrwr dru'�'M.e�M""`"r' t+tsrywens Me w' ' re1d►...rt ewrr''w moms oft -a ed,re.Ml elni,wtt.,rq 407LW Pd M * ilia 1 ..pr wraM.�Ae+M 'r��`r,rew iLOT £ A+, yy Nor Hwy y • roir ewl lr. ,�"r► 4.n I1" '1 { " e,pl.+le a►+►wM..rr.eMr °, ,eer.,�.M�erraw'ere� w. ' � ��w.�»M.aa+wi►weaa�al�,e�r .. SEP 2 0 - 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. Da .,., r .. r R , ... w. .> Y .., r.r ., ,, >, •E. ., i.: rr,. . � , ,. :.... ,. ,r. ... ,. r ,..: ✓ .... .,. ., , ,r. ,,.. .... r rl. r r. .! ow - Pm Gxtc Walt Silt P46i � � r z7�0 x1 h .: �" -W:. dAULRetonflonftnd b 91 Ame lIto 2 lO6r 5T wv;. 1(7 -. a'------ to _._ ,. ab, --- 14' ---w „�q7' �,.,- ,_ _ r .40,38'��.,, ,_ ., _ .. silt l 4 P 3r �M 1 S' _ 1r _. ,., _, _ 13.38' ._. r s 1 Mimfi Silt l�eme- 1 ' UL 2 Exul. Smith Canal ` ..v,oM { Pv � t Cant l it,�i l wx i 145 Rebar and filled i E �.� wfid w/ 2N)0 psi Cv' c. � . �. � low CROSSWALK 16" Conc. Block, "Vail I t r i �.•, ' 1-45 Rebar from Fwwr to Lintel �SctW rough (> f _a►nif Cc1l solid w/ 25tHi phi (om. ` r 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 .. 2t1., ._ psi onc. ooter �l EDGE OF gip{ y y �tl AA t= N 7" - a �'i� fl ' Wall Section .r�t.s. a -. _. L /NE HASH MARKS Wilson .P-o. box 915,260 ! ,. �� 1--�� Date: tQ1C +1 oftd Y fX 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 COMW Rubble - IL" O ►p . 3401 'tj+pa Pi bar F&I ek O.oty Ac.I }1 kGr� war, MC1t00 TY.t C w $ _ 04 - Ir .. w wo ar Vt* a YOE C w.w.,00 taa$ LIM T, YPE t ° "Traffic Cx Brackets r^� 116 j' Fiberglass Scum Baffle F 7-7mr- 6" vc Pipe I 11r oap�i From Ret. Pond f- 24" R.C.P. I To Staith Canal 51at�C5 ON ' L 6" _ .., 6 WEIR�..� E01-5. 6" Cap with Do Air not 6"x6" x6" pvc Tee; DETAILS fN11.jtw' 'e. 9710 Approved; + �ti" Gap w/ 1/ZOrifice 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' w'irn e• "�M'�11w ». o .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.wTe.... .. ,:.._,.,:•_ ,.;, w:ww+...M:p " .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++��'.J•i..�•�.��_S..igIQsK1 " ,_ +.ww»Prop,' ,+_ »a �a��• Et/ / � ma,n_. t pvv ,_. Ditch M ,�. _.� *yw, : u � ; ,. .. ',,.. ,,.... se*a,,.aw-,,, :+n>• w... Lit .,, -..�".itch ..Mn .. ,... n.,a. ,y,: ��,. x. ; o-".;r,. +,n"yp"a ,,...._ - ,, k ...., L^.Ik .. ,},�Exlsta Ditch ._,..✓.�.:..,.,. ,. � .. � ,.;..,. _. -, . �_ .n: �. �!. ., �: ... .,.,.a, r,.y. '' .-... _1 .,fix., ..,'i:�',. •" igtr iJ� ""'" "'�""�' ...,. � �..� ..."...... : ,� � _ ��- , „ �- � � ataRraa9R.w�a�c arm a9s tore tt� aax �'" � �s lyRl w_''..,» ., ,ate s� msarl arc � �f arc t� 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 • 0 r ....�..i � . WOO..,.r�++s ... f +wwr• + .+r .r.+ +w ,., or +�araw.. i► -_ ._. ,-, ..., _ _ ._._...._ ,,.. _............_ - � � r � .w w � w .,na,r+++w.. ne r rawrr r w �..,a.�a.. •M' w �. t .wr+..�+ 4 w i...+r....w .. ��... .M •w .+.na,...+.• a.. «+�.. w ..• uir.a,+.w r �� w •.r w r +,r"+++,w. , n Dt .. .- -.` _. _ T Inlet 52t1' -1$ R.C.P.,� Ir 1! .�, .. .., �. _ _ ,. �-. ». ! '"%tlrrt" `. _ .r �_ ,.� �. _ _ _ Top Elev, = 31.80 1 Mitered End Section Exist. SJW �, .� ,.- p Type t f ' ��j' ~ --�»� Inv. Elev. Z9.50 1 to F.D.O.T. Specs. . Wired End Section : t T Blur: 310 .Q t't Inv. Elev. 30.0 _ _ to P.D.O.T. Specification Inv. Elev. a 28.0 11/ A/rA91 p ltl W _ . _. _ _ ._ _ » » » ... ,, .01 1/2 R!W _ . _ ... ._ _ __. _ _..._------- in_ - _ ^..,;.^~ % E�Fst ...»_..... ..p.__.._.t 1I21i1W - -_. _ ., » - 8"it��; . Stabiltaad Biarfder S/t .. 3'_ ,.•,3.5. _ _w. _,_...»81-,;w,. -�-•6 .a.. lx.:«-.-,"-W » _,. -. -.« ! 3' Ito;Max,t Prap.Aavtaert Exirt,Ptaowest'. �G QC'i Eist,parmeat 2.&1'+• 7.5' 1x 6' $ 98% Mr it �StslfBxad 6ioaidet �� ' t I 8ta6(US4 Sh4old f^ pro). Parsailst i 41llt, iet"No t � Oe'r1 ltxiab h+Nnrllrt Prt#p. Til�lrrwft atrili�d !9l>flrli�r � t __�'� 6.5' «.••, fi.3 - I Y � r7 j :�axr. KitrcM ' SM i� to 989t Max, Dusi ,? I to 9A1f Mix, Denalty to i114i Max. uasuttt� 12 � ,, e, I Exist. f ITatic/Ditch . -.., .., iRd ,q �v� ,�{� i \>r ro`' MIX tea tzti/ M �' am fax SX. 4 a 4 1.5" Tye'S1 Aa1'tPavrt A 4oi9 Sa`qr , IMAA 1.5"'ryes S1 Asphalt pavenvsit ! �� Y Y.S" Sl � s alt ipavclnem L" " �+ .e l A ° Pb eM lR c►. Z - 18" R.C.P. g" � t,B1!»io •98'b C0r,nPA4rt0*4 *fa AASw'1'c -r0! 0 Enf ►+n r 9 - R. 8" Liamrmtk Base LBRSa -9 1i o iey �ws rn 'Ttf$C? V i.,;Wbaac"SooLDR5a �.r '---10" St&Wixtad SubBrxde to 75 psi Max. Drnsity Kaf 98'Yo 6u A trn + ID" 5taNtixrd St�+B c tv 75 pa Max. t7oWgr,of M, ;100ft"Wd ado* a to 73 psi Max.l of 9SAe ALL D[l�TU1�BF.D AR�;A9 WIT HIS ?HL ftl1V ARF TO B� &a�1)b'f7 ALL DISTURBED AWAS WITHIN !1W R1W ARE TO AX $00DE i Ty �xiitt, t �. tt 2S �Ee in ....,� Qua i ,.. �,.�... Au E,C,sT, srre1.�ve /s y'o @'E �'g"'Ye1�o+ia S�tt'ipi�j.,tjp ;10' b,�.'s ��..� _..�. " a'�--ry,M.�. PI#Vi�r l . J ..... fwl"'-"" ,I1.1' A-w••--+.-_.w,w+--"••-_-s,---^' --_•r....�......w.,-....,w.,,+..,n,.-,r..,,-.+...� � t R�-sr.¢�P. v A�TF;Rov�icZL.�sY ! `C� _. � ` 3$ 7-0 F'Kc ST JSKW CC' white Edge Stfting &fd of �xisLL GINW. . -^now -Edge of ) xisL 3fi 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 I.iAC+ et `rrM/M/ LA/1/k� Q'» 1 s..ws 18 Yeuow Stti 9t1l:C).C. uw V D,0."1. Specs. Ttrru Lane �> 12 1hru Lrne l_ .,..,r,MF ,.a ,.. ." _ t 2'i- q SQ •4 too 3850 !! a 0© taft o ' " - -- -- at - - -3 Z. . �,. _ - o oa Prop.' Exist. Pavement , 36' -- -- �w►.- w .... -low TAW t2' ilrro;mrra Tfira taaar P.P. • R1tW c -ra / ;� E►la (ot• White to i .A.U.T. `� 6' P.P. to F:D Q.T.. w f►ftfsS _» 9p�cCis. _ 4 ",, _ .. ...,.�,_ -.,. - ._.__-.._.. �. ._ ..._-'"-•-- _.• _. .-............ ..... ,:.-..--.,- -., ._ _- _...-..,..» .,.. _ .,...., « rw,•.w.." . _ _.. .._._..._...,.-_._. _..__....._.. ._ _....--., . »....�....._-_..«.,,....,»,..»:..._o,,........»--.. .,-•,.,.--,.._..... ._,..»..........-•--•4,.,F»_,,•___.__...-_....._.-......_.._.-,..,..._..,...._....._-..�._....._._._._.._._. ...__ . .. ---� -- d M'N •- Wr .1�•.I�.MI�.w .Mr .wr..+.� .r .. ... '-mow !r Q► +/WIrY.. w..i w"aWan� i+ ail. .��• .ri+ .w P+ArF,w+'.qu. 4i --l-ow w w r w.�w" .. r+++"rw� � <•. +,�ww w r..I..�r,..� .� r+�l� w r .r�a�_r ^"' • 1�111. r r fir' .r w +rrar s (0white fto $ikons r to 1�.o.O.TS 'white Pd�G Serfpitttt �, 1 L•P, to P MO.T..Spccs. f to 1x.D',():7". Spews. ar i -Edge of Exist. 24' Wide Pavement » wt owe_ _.6" %9ity 31 Agagoo ,- tEdge of t xtFt. wide R- t t 2A Thermo-Pla�st is 4 Back Frotn Sidewalk Edge of Exist, 36 Wilde t'avett�ttJ t � �_ � ....,.,. _„... 50' Dbl: Yellow Line Ptq)osed Crosswalk Striphx STAR1` ! SPEED LIMIT 45 MPH to F.D.O,T. Specs. akf�o cs� and WW Tc.'ci�att�'s.ta1� NC1TE5: k » laze e ,Au 'Ao #mt. pwho u�•r F,wpMR , atk+dr Ciraea tJ+•vria eenaY^^T c�ww ww da- p �. a.c uaaen r�.ac F� a �a�rrco tcc rMW AAWM t f @W AAF.- r trtalr+fallow WMAi CUUMM ro, rraRo k trot e� pw * , 0001 A �# W r, _ A,«+^aba aiu p6,W 0u.lFAk7'+ - •. -_ _. _,, --._ .._,__ i`'----'C7 _�-_•_____.,._ ..,-.,,.......w ......q;.,,,....J-..+e�,., .a.,..•. reflectors prior to sunset with no conflicting ir caww. Saar!� a�p a,� m.ar markers. a,t+er Fa.Mwal.,7eR• F , Kp9+•RY �,- Pv+,�a d'. � �'#' 'Cwrr Cp Warr faar _ » as r 5. All striping layouts • w-Right-of-Way ' _ c h �,,: l # aye uts within the must be inspected by Sew Lw*K�a�,. County 1 ectiorl� prior to erinenarit install ton. .»» ». c�,aa, .saaa£., 0 1. It is the responsibility of the contractor to ` eld i utiiiit laid fiq ief wt construction commences, ft tS the responsibility ' per slbility to field verify all dime��Woit'e cCytltstntCtoti' All Fraffic Control Signs s and S ' per Seminole CountyTraffic Ordinance #$2 - 39 which incorporates the MUTCD and Seminole County Traffic Standards of the Land Development Code Chanter 205.23. wtc�tr 5. Before c ilefrl construction c�tlan within the the carttt" will _ �, �« � r.. la raurr i" ;ID' hull'' - 0 - . ; ,.....»:, ..._,»,.__..�...., t.,ontact, tl'1e �exninale ' w �!` �cs +�' b �3' � ,', ( � aunty 1"raiftc (Jperatu .Er1�iileer at 4f17 6bS SC 77; , ro"P' �•' .�.:. :.. �... �... .., �.., .� ,�.,..».........,.,.,�....�» bnvfae > .fae,. Xv!N10'VMp1el� iapaM i'ra'Oy ;S utrzm,w terra aI _ N YC>m'.1v d ff;r aX. -..+ .:....m. �.�»�.:»7_.«, 1 :,a*; aw '. '", r.� .,,. ....,.. �:.�' ..' ,x� -.raw , , Sri, a•• . ,.tea Apr e": .._._,.........,�.. _.. ;_._.Y.;.w.:. �ox� l��as. .a�:�� ..m��R ----.,.. Str77 An M.O.T.will be submitted at the onxtrtzctloil meeting. da�r',.xa�. yea r�,x ron�r, &C1iJSJ,/:" ,1p"7" 7!�/�d�'. ,. �Nnr sr�.r ar"'�g r ' � �.»,,.,.......:.�;°.^!._-___.�_�._.,.»,�,�..,.,,..,»...,,..,,. �.�......,�.».,,.,...,,.:...,.� - J �'e _.. �. Edna a3x�arma'.+ .-'" GRir @P .1eA tarSa �... .w. KeRa iY laaf dfltai {� 7. All disturbed a eas within the Seminole Coi�ty:Right-of--Way are to be prat back Seminole C..ounty +. .aqa qv A¢rp,. Map,M,v"#^'7:'•!'"`':."'aw+�"��^�� -_..._ 14 raved far construction _. n like or better condition and sodded, pp 0�,.ra#0.0*rs,raAlw&ROW � TOW *to� - �. - .�..,.-...�.-._�-�� : �. Any roadwork to be done in the Seminole County Right -of -Way will. _. 4, �c This app�.i i subject to fc conformance to the Seminole Cvlitti Land��construction zone Plan/Permit and approve trrnSeminole County TlaJ at p k Engineering at 5 Development Code and any requirements c31 the Bc>acti of Commissioners op Y � � ,. �.wd w.ra;.ar�. �pf�+v t'�� `P.katz�r __.._--,.....w�,..�...._._: �'�, n , least, .days prior to comment�t. _ - AwrORC rAt It shall be the responsibility of the developer to correct. defects in he plans ..'' �. Revised Supersedes previous glans � y p any fee t pan or the �t Wires .:,.�........_. ...,..,,_,_.»: _ _` �..�' ... «.,. ,.».._ �r � .. , , ; 6"a!•a tit,+' teaJae k.aka ra<roria ues ,,,..._», � ,. t, 0 ma ,. t a. ya a kwra.acw ww AOa .. 10 Contractor facility CffrLStrLIGteEI which results to c1 failure to meet applicable code requirements. aaaw`waw �aiaa ia�+aeawlcar.waa, a ar shall fCr1 and obtain all the retdUltCd Seminole C.erurit Permits said FP na wa 9..iW66. wM+aes 9t*'ar: atag7A+arp nw,aotJ•"Okwa.-07eC6 Yp Y'CSM✓ rWFar u.MM Yka11R7ayaCoo - � _ - J 6. s*agA RAma,! Rr.�r Fr MWdPJ AaMlr:M ""9` ki,diva is ar; Walw1®, "ns. roe: �w Wt4a lY,�+CM. r6' VVT a ;" ' $ar � �aYwIFM. IM* 0"aa &'• yaw ftW"Wft � auax,ae an ,�*" ..� ar aa+exnr.. �.Wit. Adrt7lntsttat.lve acceptance of the +sv to er s tat15 d waiver Y' s�pMain4{ ;:..,.� rev 1r pwr , . ter-... �,�.».».4Y»�....»_.._._: f � hold a pre c�-rnstructlon meeting heists starting work: Contact Jackie LaracticnRe, l� e d e P p ass not con a Wa1 e c�# any , Yc- 1Wlx EMl,.gM,Y a�t,+uw l'M.AMF f A' »....._ ..._ ._..:..u....'' , ,. , :;.. . . , r , code- arts t�s trot does it relieve ever e of pnmiz tea.+rrFa..�ws'da•,w.�nw.«+lwis. ,.` :�`e.ora ,. Development Review .. :- tllf+£l a t responsibility to rra+�'.et st. �� ,�. #�.�,�..�.. .�_,....._ ..,,..»_,.._,.._..�. p ew Division at 4'07 C�65 i409 for 1lifoxitlolt orl �{. c►etr` '� p '1�1�n Y eh+C► Ya«r.m ..Iona, , x as xw» »._ » ...». 7 r _»._ . . ,$ $ Y ,qp ywsnmaa mRr ,euauwr uar+ ....art wq aaa a�w^wrxmtg, +mow em, �a � _-•s-.� » a.„ .aW�._�._._..� uuemlts. `':l"Wtic Naval 1s valid for period of one year from the date trelar� k_ k meeting, of. +ottttty permits and outer requirements. ! $p11- p y d Ealp LYRa - 3: #'rti'prv�.aaYkiq,.}'q�p.ar t'kYls. 'b:: F:9�. ,I Y"" ..»...»._..._ a ^^F . ,...,,» ................:..a,,.. wwA 2=iti ' 9d i7M dYP a . r "+,"�Atv: "a� et o+iw /,4'.,;. ,s » lT :9ti.",!% d'�`d r r'. F,a+ f4" 1 T'"Y!^t�.✓,M : _ _7"pproV - «..«»,,.....,..,>...,_ al.W'eaM u1gM. V 1'AIYI4VIi7'fi. lid .�.'r.�.a j _,�....--._...-...-».,M";..,.»•w»...,.,.:,:,....,.. ,-..-.^`"""� Ihl'�"i SAP 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), ' PVC;C-903/905 PIPE. SIZE' 4," 6" €3" ; 1 „12" t 4" 16" _ r 18" ! 20"'1 ZQ„ x 90"' SEND _ 1 747 , 4 i 45' N -6E G e" 1 -s v 22-1/2' BETTED 11-1 /4' SEND. � jo _.... PLUG OR BRANCH N I_^ l . OF TEE W NOTES; 1. FITTINGS SHALL BE RESTRAINED JOINT TYPE. a. INSTALL FULL LENGTHS OF 'PIPE WITH TOTAL LENI,TTH CONTAININGONLY . RESTRAINED JOIN E UA T T T5 O I. a OR GREATER THAN E kG � SHOWN N LE TH I TABLE. S. WHE RE TWO OR MORE FITTINGS ARE TOGETHE R. USE F"T'fTNG WHIC H 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, T 5 LENGTHS SHOWN 1 7H 'TABLE H V C' N FHAVE BEEN "ALCULA F.D IN ACCORDANCE WITH THE 'PROCEOURE OUTLINED IN 'THRUST RESTRAINT DESIGN ,FOR DUCTILE IRON 'PIPE AS PUBLISHED :BY 04PRA. WITH THE FOLLOWING ASSUMPTIONS, -TYPE Of PfPE:-.. PVC _ HOPE WORKING PRESSURE:k P.S.I. _ H P.S ;. -SOIL DESIGNATION:_ S01 DES NATION: N ( _ . LAYING C O DIT OHS: ' TO BE COMPLETED 'BY THE ENGINEER RESTRAINED PIPE TAOLE ( PVC -HOPE CITY OF SANFORD 1999 FIG. 1'.(74A PVC PIPE COLOR 'WATER MAIM:. BLUE . " PIPE- . 2. ' TO 8' PIPE - S" TAPE IS CENTERED ALONG TOP. HALF . OF PIPE.- TYPICAL , - POTABLE WATER MAIN P'OTAWK WATER MAIN 10 TO I " 'PIP Y R C • 6' APE IS PLACED ALONG' 9X3T'M SIDES F TAP PT+E.•�- 0 HALF OF ' 'iawiuxx iWnoa rnli:iwo-iw,m.�' _-..-wx�Avas-` ! . PWAIIIA ft" WN 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 CI1NTEW ALONG TOP HALF OF PIPE. '•-.••- NTAAIZ MItTtA 4wA PNa11t iNNOr AMAI IarnALT tYxftR I" r� PAPER BACKED AONE3IVE "AFC (YFPCAL) - :. f p. ..I • , wpe NMANA AiATw AWY . T .oaAc 9ratn twI M 6 INCHES BLUE TAPE WITH $LOGY( KiN1L1NTl! IFtPE1EQNAEI$0 IiifER1NG SiA/LLL BE USED, T141 TAPE SAAU. RUN-'TY1bM ANT TO JOINT ALONG THE PIPE,. POTABLE WATER MAIN WITH WtUlIFICATTO►I TAPE NIT. S PIPE` A)ENTIFtCATION (POTABLE';; WATER) CITY OF SANFORD 1999 FICA. 1•;10 TB MIN... : - ...-,.,,.... �•'.�.. %4 BARS ALL ARCLIND (MIN. 2" CLEARANCE y AROUND PE. e A._ ' j or Now IrYP A' . TIC ROD$ INCLUDING- %. NUTAN w H U 5 0 AS ERS 4" 4" 1 x N 2" HOT' TOPPED 3ALYINI2E4 (SEE SCHEDULE BELOW) OR STAINLESS =T1. _ ` - --@• (6" MIN..) // BEARING PLATE / MECHANICAL (TYP.) ! JOIN rS Ij A BARS..,_-.,-._ le IINOISTURRED EARTH ' r ^ � SEE TRENCH U :AILS D 4 0 Mihl E Of!" AILS ., ., FRPPEBLD H ENCASE. TIE RODS IN •-- -� :'-. +.t - ...- " ^,OVE:R .. .... RBOUIQFMENit'S, 0 u "-1 Wwe SLEEVE L 'VE MODES: DIMENSIONS - �SCN DALE tlF._AND MATERIALS E .. AOCITIONAL REWORCEMENTS SHALL BE A5'T 'PR'E I OAMENSMN$ Tic R004 REO'D EE _w SPIEC"D BY THE ENGINEER, - � A"1 t y A EINCHES i I R i C�D DMI NO Y 2, MI N, MuSTRENGTH COMPRESSIVE FOR ^ CONCRETE SI4A1.L BE SO00 P.S:U _ 3. BEDDING, BACfFIUL AND COMPACTION SI ALL .,--... ' -.__ - ...__.�.. .___-. BE AS SPECIFIED ELSEWHERE IN THE STANDARD URAWI/i05. f✓ __- 4, AL f L FORM.Abs S SFNMUL BE OtMNR PRxJR- TO BACKE W I 5. NFOR- .-., .._.. 0 A�LLENVAAICE:..' fMA . S LL BE E .FR "fON hNbILA BETWEEN THE'. PIPE WALL -.ONO THE THRUST COUAR. __ _ '. ...... •I 6. DESIGN R E N P F .SSUR... ,. £i Fgal' .•......�M mipa r0 i5 COYPUtSDSN'IANS Cf. ,_ti-. AP, rr, 6oli +kwwrn (+;epo uP+1> Y rtu to 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 NON- kinALLIC TAPE.: - FOR IDENTIETCA"ION AND. WARNING PURPOSES, 13URSED 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 WIATfR 3• ' Dib.VPfl SEINER A. COLEtR BLUE V" BLACK LETTERING, A. COLORI CREEN.. WITH BLACK FRIN 11. . LE'TYEIBNN6; 'GAUVON7 WATER LINE B- LETTERING: "CAUTION: SLIVER LINE ' ' BMNBE1, BELOW" OR -SIMILAR: WORDING. BURIED :BELOW" OR SIMILAR WORDING. 2, R£CLAW[b' WATER C SEWER FORCE MAIN A- T COUORPURPLE WI'H BLACK LETTERING, A. COLOR. BROWN WITH BLACK LETTERNG. . ,.IB. LET ERING: ' GALA T0N. RECLAIMED WA R B LTE N0, 'CAUTION: R SEW£ FARCE LINEBUR) LOW" S ' RI A,. ED BE SIMILAR NARI RL7 k°D INL'LO OR �-AR tYOR(lFNG. WORWNG, SIMILAR B- A COLOR -CODED $4 GAUGE CONTINOUS INSULATED LOCATING'WORE SMALL BE INSTALLED ALONG ALL PRESSWRICED MANS. THE WIRES SAALL BE LOOPED AND TIED TO ALL VALVE BOXES. (SEE FOG, 400 UTILITY PIPE WARNING TAPE ('SEWER; POTABLE WATER, AND RECLAIMED WATER) MY 'OF SANFORD 1999 FIG. T 1 1 r 36' MI N. { CONCRETE BLOCK-, 4CK ., T,�) I OR BRICK AND SEEN E -COVER MORTAR WALL �T,. L NG AT Ba H' L T 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: I 1JURISDICTION,A f f 1 WHEN CONSTRUCTION S WI H N Fp T DO,I 0 IAL 'REQUIREMEN-S OF THE UTILITY ACCOMODATION GUIDE SHALL BE MET 2, WHERE PRACTICAL, CASING SHALL EXTEND 10 FEET BEYQi4D LOGE r PAVEMENT H 6 E dEYOt4O OF VEMEN AND S ALL NO BE LESS THAN FE N r 1 D 0 PAVEMENT IN NY A Tf1' MAY RE, RE LONGER E GE FA CASE. THE C U E 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 DECREES 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 a /'` 2" 0J. 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 LID. # GROUT AV rn_•\�`�lJ� PREMOLDEO PLASTIC-• ^ r/• JUINT FILLERJ _ 2" POLY `> 2" VALVE ('TYP,) S" WALLS, (MiNr)-- �• �,� � .•..• ' 2 CNiT, WITH THREADED PLUG PIPE PLUG (TYP.)„M,, 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: AB OVE DETAIL IS SED ON dA 0 2 INCH COMBI TIONAIR/VACUUM RELEASE VALVE. CHANGE PIPE AND rrt'fINGS ACCORDINGLY FOR OTHER VALVE sires AND TYPES. 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 :FPAOF SHALT. BE 4.0 FEET 1, ALL STRUCIU51E5 TO BE TRAFFIC BEARING RATES, AIR OR COMBINATION AIR/VACUUM RELEASE VALVE DETAIL CITY OF SANFORD 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 STAMP AS REO'D. ALL AROUND-7 CONE, PAD -STAMP AS - -r RF,O'G. y\ , SIZE • OF VALVE TYPE OF VANE' _.-.-•' T d "" : 2 1/2" R SE VI CE ' l ib 4• • / r I 1 4 DIRECTION A NO.- " t R TURNS TO OPEN . / I WILiTA� c .�•" , APPLICABLE VALVE ..._.-. '-': • ' ,y M A,,.. r. A ox AND COVER" .. r j (SEE FIG. 115) _ --•-• Y ANCHORS 2 3000 P,5.1. -•• MIN, (TO BE APPROVED CONE, MIN. r BY CITY) VALVES 16 INCHES AND LARGER _....,......_y4' ......_._ .. r " TK. N ' 6 COG PAD ' (FLUSH WITH FINISHED GRADE) #4 REBAR5 � 4 ALL AROUND ." M \ 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 HANDLE P i� REyFOL0E0 PLASTIC..' 2" WLYE (TYP.) "--- CAST IRON .IOINT FILLER VALVE Box ' PIPE' PlUO (Tye) -...-e" � p ,.. S" WALL (MIN.) TOP SECTION ,.. -' ENSIGN "N NIPPLE 2- DATE 9 1N FxY - -•• 2" Pont 'WITH THREADED PLUG ROD.AS cQUIRED VALVE,.SEE NOTE 3 2 NIPPLE• "_• • _ ---GROUT /.. 2' 90• BEND 2" BO' BEND tIA+ �^•-'UNION --JE:- .- 2" NIPPLE 2" BRASS PIPE -•! . 2" GATE VALVE i 6" DEOUINf'. RUCK �--•^ � ,, ••-I�` 6" x 16", �FWIC@D CONCRETE 'TOWING. WASTEWATER .......� FORCE MAIN OR WATER MAIN , SERVICE SA DLE ,"- PER 'SPECIFICATION SECTION, 50.5.4 NOTES: 1 ABOVE BO C DE'FA11, IS BASED ON 2 INCH COMBINATION AIR/VACUUM R' V RELEASE Ai. H F PIP. N FR.I Y ' VE, C ANC CAD NGS ACCOAdNGL ItlR OTHER V LVC SIZES AND T P S VALVE SIZES 1'0 BC pETENMINEO THE PP BY E ENGINEER AND APPROVED BY THE CITY PRIOR TO INSTAL— LATION, 2. THE MINIMUM DIMENSION FROM ELBOW INVERT TO FINISHEO GRADE SHALL RE 4.0 FEET. 3 THE AIR RELEASE VA'"VE SHALL OF ADEOUA'rELY SUPPORTED. OFFSET AIR OR COMBINATION AIR/VACUUM RELEASE VALVE. DETAIL -7 CITY OF' SANFORD 1 999 FIG. 1 'Id 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 (TYP.) Q/2 TRENCH WIDTH THRUST-, i I �I EDGE OF TRENCH f ITTINC:_-- �;,-j.$'�•i \ '�.._.AREASIS0. FT) (TYP,) LAIN. • •CONCRETE: THRUST BLOCK NOTES: I. THRUST BLOCK BEARING AREAS SHALL BE POURED AGAINST UNDISTURBED MATERIAL. WHERE TRENCH WAL. HAS BEEN OtSTURBED, 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, 3. ROUGH BLOCKING FORMS SHALL BE USED ALONG SIDES OF' THRUST BLOCKS AS REQUIRED. 4, THRUST BLOCKS SHALL. BE USED IN COMBINATION, AS REQUIRED 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) :)AY'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 i,•..•.I ... 1� 11�lI.Ap �w�iN+utf atxOr,_,T��..,. I, l_.. °•mN >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 B" 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' TOP IALF Of---- rA`.Y I� VI' AL•iF 1 M]F 1' 1 I' ^7 / sMA v"T 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 PI PE, Y , / yc.N ix.1 Aw xK .X..7T G'z122:zz�Jr. x.;,•„�rrr2rfu r, >xr. r pf•IA Awn, I PAPER BACKED ADHESIVE wVINYL TAPE . 'ttPw.i" L f----- VAX ,•¢ •�1 " - er..r" , /H I __-).... 6. 7 FO R SEWER �-� TAPE SHALL GREEN T A `LITHO, LINES A 5 AL BE WI H OL CK LE TL FOR SEWER FORCE MAIN - SHALL BF. WITH BLA'L RIN,:. WUN - TAPE SHALL FROM JOINTT T TO JOINT ALONGG THE LENGTH OF OF r THE PIPE A F MAINS 1 IRON VI ALL FORCE M SANG DUCTILE RO GRA TY LINES WITH IDENTIFICATION 'TAPE,: • NT5 PIPE IDENTIFICATION (SEWER -- FORCE MAIN AND GRAVITY) CITY OF SANFORD 1999 F G. 108 • AU, LETTERS 2" IN 'i•EIGFI" WTR 3/4" SPACING BETWEEN ROWS _ 1 4 `f WITH RIDING l 1 1" 3/4...: RECLAIMED I WATER ;1 DO N' i I• DRINK Ty a i y I 4• I. I / I - „ Ia. '/2" BORDER '• e _ I a6 I NOTES: - ,- HEIGHT OF SIGN WA;L DEPEND ON LOCATION AND SURROUNDMO LANDSCAPE PLANT TYPES. IN ALL CASES. THE SIGN SHALL 9E VIS1111.E TO THE. PUSUC, 2. BACK 'HOUND SHALL PANIONE. PURP _, '45 G (!E lc SIZE, 'LE TT! S SHALT. BE W ATE, - Y S. ENGINEERING GRADE RETUCTIVE. MAILWALS SHAD BE USkO, 4. POST SHAU. Br' LI CHANNEL 2 I.E. RIOT ROLLED Hlr"R TENSILE PAR OR BILLET STEEL, NO" 01P GALVANIZED 'ER ASTM A_123. 5, MOUNTNG HARDWARE SHAU DC STAINLESS STEEL. 6, SIGNS SHALL BE 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 FITTI'NG(S), " PIPE SITE - I?If y4 6 � 8 112 1 a 116 18 20 24" 4p0- BEND q a �T 1 4 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 ONt,Y RESTRAINED JOINTS EQUAL 70'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 LINE; VALVES AND THROUGH RUN OF TEES OU"SIDE LIMITS 01' RESTRAINED JOINTS FROM OTHER FITTINGS NEED NOT BE RESTRAINED UNLESS OTHERWISE INDICATED, 5, LENGTHS 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 HOPE 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 PVC PIPE: (,OLOR PANTONE PURPLE 522C L tYP1t,At IP I " 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 ^,F THE "OP HAI" or PIIF ` �t V ( I• f w 4w ."" w•. ( 4 P H f n P 0 f I' OP HA�f Or F 20- ANO "AIDE PIN. 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"22+'r 1 j i' ( i, PAPER BACKED ADHESIVE VINYL TAPE 7Y 1^ AL- i I �•� "rr •ar,•,wd ,eor+ r+• w•.,T •<,.x, �, „T// I 6 INf: -,FS J I IMPNE:GI/ATrO L:r,. TIRiNi SHAD, OF USf•O. THE' APE'. SHAY RUN FROM 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, ) SANFGF 1 , CAU-noN THESE ,� /' MODIFICATION OF E.�E DETAILS BY NON -',,,ITT OF SANF'ORU PERSONNEL, OTHER THAN THE: FILLING IN OF BLANK INFORMATION LOCATIONS', SHALL. RESULT IN THE WITHDRAWAL. OF 7HE UTll-ITIE:S DEPARTMENT'S APPROVAL. OF , THE SUBJECT ENGINEERING PLANS. { L._ .�.,� !�,+,w/4.soAj #.45scear►, A► p 7/ 0 aswr 0A 4aw, Ala. sa 7z r R rIT'T� 9 E a 0 a a v a a 13 a m a 13 0 tic a CI a 0 a fj� m TO o c m o c 0 DO C a 3c 13 ci 13 a C a Doc) v a E3 0 FAA,, L o b a 000a I) a 0 OuTioacona (GactocIa cc) 0 1 ba a 0 b 0 0 at;C± 00 0 , ,GI — 013 4:3 13 0 000 In 0000 c -EWER 000 0 0 mon 1300 ricoommoon tF.fl0 an I.'CTobou : anou qua cio 0120313 RECLAIMED WATER SEWER 00013 0 .2000 00000000 co C700000 ;Mv oOmCbOa=qO CIO actur— , ra ,cam ym-Eft 1000 0Dt0 .0 �VDOOa00oc 00'00� 0013 0 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 7 1999 _F17 115 SET TOP OF VALVE BOX COVER (SEE FIGURE I T5) AT FINISHED GRACE CONCRETE PAD IN UNPAVED AREAS FINISHED GRADE (SEE FIGURE 107) ADJUSTABLE CAST IRON VALVE BOX SEE NOTE 2 BOX SHALL REST ON BEDDING ROCK. NOT M.J. PLUG VALVE ON VALVE OR PIPE AND SHALL BE CONTINUOUS COLOR CENTERED 'ON OPERATING NUT COOED 14 GAUGE INSULATED WIRE {{NON-METALLIC PIPES ONLY) WASTEWATER 6" BEDDING ROCK ?FORCE MAIN NOTES: 1, PVC EXTIENSBOINS 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- 2Q3 #P ALUM. CLIPS 2'-0" 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 LOT WYE WITH 6' IFRANCk KENO REMOVABLE SERVICE CLEAN-!OUT7TPLUO ;Tyv) (Sff MOTIF 7) 41*ER MAIN SIZE VARIES WYE WITH itRW YICT CILA-OUT "'ANCII Isir Man 71 PEAWNE'N L.A. (TYP) DT LINT TYPICAL LOCATION Of bENO sI F'X SEAV4E CLEAN-OU7 PLAN (Sir Din 2) C . *AIML .Fmism(O CI 16' PVC SLOPE 10 TILAIMIN& D146 AT I.. WiN. (Tm - ------ TERMINAL OEPTFI pv,, AS REQUIRED FOR ROTATE (m.) -- - ------- SPRINO �w e SERVICE (3* 111N.) Ir nitM'kAL DEtnH (SEE NOTE 1) AS VEGLARrO FOR OW14 SE w"CE (3, wk.: (Iyf, swat nD' PROFILE NOTES: 1. INVERT OF LATERAL SHALL NOT ENTER SEWER MAIN BELOW SPRING LINE 2. BERVICE CLEAM-OUTS SMALI, BE INSTALLED AT TIME Of BUILDING CONSTRUCTION BY THE CONTRACTOR. S. CITY APPROVED ELXCT*OW, LOCATING DEVICE. SHALL BE INSTALLED AT THE END or M4 IM140CE STws WT. 4. RESIDENTIAL SEWACES $HALL 139 A INCHES & NOW-RESIDENTAL SERVICES SHALL BE 4 INCHES IN OtAMI-11:1111 AS A,AIIMIMUAI, 5. ELECTRONIC LOCATOR DEVICES SMALL BE PLACED ADJACENT TO THE MBOUT FOR EACH SERVICE. (SEE SECTI04 43.4 or THE UT'LIT'CS MANUAQ; SANITARY SEWER LATERAL DETAIL, CITY OF SANFORD 1999 Flfa« 2 074 MANHOLE FRAML k COVER SET COVERS FLUSH IN (SEE FIGURE 202, PAVED AREAS At AT FRAMES BEDDED #4 MORI AR ELEVATIONS SHOWN IN UNPAYEL AREAS. —I COURSES Of ORICK (MIN.) 4 COURSES (MAX) S. L:r-o* INSIDE *Ath- :4- OUTSIDE WALL IRE ) 301P SFRIU ACES PCR SPECIF,CADONS MIN. —VE-MOLDED PRIL-PRIME 'TINT. (Ser NOTE 5) JOINT SURAICES SlIc JRIN, r s6iEFA w 14 1 rC,,nVf ww"Eit ENCHING PER SPECIFICATIONS-.,, (WRAPPER PER To SEOEPMOVED) COMPL ;TEO REINFORCEMENT AND JOINT JOIN DETAIL TO 81E DESIGNED BY MINSQUI 'SOUCEIC-OV7 THE ENGINEER AND 8- MIN, -AI414OVED BY THE c SECTION 4ancr DETAIL BE DOING ROOK 2, MIN. CONCRETE BASE BASE TYPICAL: MANHOLE DETAIL CI"Y Of' SANFORD 1999 IG. 200A AND MATE.RJAI_S:, A �Tiv PIPE SMALL BE SCHFOU1,E 40 PVC; SOLVENT WELD PIPE COkrCRMfNG 10 ASTLA Ll1794 AND 01795. 0. FIT.f,(Tio - PITTIN05 SHALL BE OF THE GRAIN WASTE AND VENT'TYPE WITH Sal- YCKI WELD CONNECTIONS. 7t-TING', ;HA.L CONFORM 10 ASTM'FSAS., D2466 AND DW,%. AND �RyE A SEPARATE CLEANER, PRIMER AND GLUE SHALL BE USED FOR THE SOLVENT W14.0 AND CONFORM TO AS710 OIESIGNATION D2564, INSTALLAVION DErAiL.s; ILLUSTRATED BELOW ARE SPECOTIC. DETXLS FOR THE INSTALLATION Of THE Nrw SANITARY SEWER LATERAL FOR CONNECTION TC T14E VACULW SEWER SYSTEM Z (VI &IL T.9 514") mg- - w, s mv iijt, (1LI. DiT.L % SHUT) uI W� CAL. -SERVICE-CROSS SECTION 4" DIAL 4" I.Ok(i SPOOL, PIECE WITH 1/6- SIAIMLESS Sifil. MESH TRASH OUARD gor Rchr., 4- PVC RISER 4' PVC C.D. THREADED .'AP .......... STRUCTURE FEE OWN. WYE 4" SCH 40 PVC C& I YFICALR�� . CE Ll I—— _§g _ygt.4.L PM�AN 7*QqT__P.ETALL VACUUM - ' -_ SE ' WER SERVICE LATERAL SPECIFICATIONS CITY OF SANFORD 1999 F iG. 205 NOTES: 1. MANHOLE SHOWN IS FOR. SEWER SIZE $' 'HRU 24*, SEt. SECTION 20-4.5 OF !HE MANUAL FOR MANHOLE DIAMETER z0ft SEWERS LARGER TW21-. 2. DROP CONNECTIONS ARE REQUIRED WHENEVER INVERT OF INiLUCN1 SEWER IS 24" OR MORE ABOVE' DIE INVENT, Or -HE MANHOLI: SEE MANHOLE CONNEC'*N DCTAI..S. 3. APPROVED CONCENTRIC CONE DESIGN MAY OF USED Ay AN ALTERNATIVE. 4, EACH BENCH WALL 5,HAI.J. BE A 1,11111AUM OF 18 INCHES LONG FROM THE, WAL: OF HE MANHOLE TOWARD THE CENTER. S. WANqDLfS RECEIYTG FORCE MAN DISCHARGE SMALL HAVE AN INTERIOR ONER AS SPrrIf1f`* IN ICTION 42,2.2 OF THE UTIi.IfICi MANUAL- TYPICAL MANHOLE DETAIL (_ITY OF SANFORD 1999 FIG. 200E . . ............. 7-A Nisco 3" DWV SO. ST REEF ELL COMBINED VALVE PIT AND TANK ARRANCEMEN7 CITY OF SANFORD 1999 FIG. 206 MANMOLE. HALL.PRECAST INF! UENT SI'WCr< (Sri: NO-[ -i,, CONCRETE ENCASEWtNT 01' VI.RIICAL PIPE ;MEET COIN41ECI!ON AS PEOUIRLD PIPE (SEE NOTE 1) v- 90, BEND STANOARO DROP DETAIL PRECAST MANHOLE WALL COLLAR ENCASED IN ...... NON-SHRIM11, GRCLr r(USI4 WITH MAhFIOLE PVC OR Dlp� ,WALL 'SEE: NOTE 2,' SPECIAL DETAIL. F'DR 24 DIAMETER VkT PIPE AND LARGER PRECAST MANHOLE WALL SIAWLESS STEEL—, BAND _1-ST -,-,AEINUESSCLAMP STEEL PIP RESILIE14T CONNECTOR STANDARD PRECAST MANHOLE PIPE. CONNECTION 1. DROP PIPE AND rfD4GS SHALL BE OF EQUAL SIZE AND MATERIAL AS THE INFLUENT SEWER. 2 THE CITY MAY APPROVE ALTERNATE WAIERT!"H; CONNECTION DETA:,s FOR CONNECTION OF ?4" DIAMETER PIPES AND AgGrit. . 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 SANFORD r 311 \y > . ......... Jul �A' All e 'S ie. on 0 oll 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 EQUAL. MATING MACHINED SURFACES X 1 24 '1. 5/.8" -1 4--3/4 MIN. \-,MANHOLE rRAME: USF "277" IN0.7 ;RAVE: USF "1295" OR EOUAL. ELEVATION STANDARD VANHOLE FRAME AND COVER CI'Y OT SANFORC 2 _:MI -S OF TRACT 1O BE 4' -HICK 5000 PSI 'LOICA1 '0 CI * 0' SANFORD CONCREIt SLAB TO WITHIN 3" OF FrN(',,, WAIN LJNX FENCE -4- R".1 ANTENNA IER SECTION j AND A6,8 OF' TH, MANUAL i ("I:L V111WIFIE 364) IRRtCATION SYS!EM (Typ" (;I)NTROL. PANEL vicu (SEE RF., .301\ ,1/4' 11111 , j WATERSERVICE METER --f-4+- HOSE 8188 w/s,7r ocy,.-,r CONCRETE z _1/ IA 1 5' SiDEWALK1 'WIN", cAl _4 A 4 IF 3/4' POIABL.F. UAC 1< 05 CLOB STRFET 5 F4 W AIER METER RECLAIMED WATER MAIN ER ii, 6 :111 WE, wr:A. NOTES DL'Ah- 1. DRIVEWAY ANO APfiI SHAL. BE ,-.IX (C,) INCH jHtCK., 3000 CONCRETE 2. )OWER TO 14 �QHAP STATION SHALL Of TPROJOH CONOU rROW 4UPrkY 10'.1PCE IN RCH( OF WAY :1 AN05CAPIN11, SHALL RF RFO1LhR1`D A001,40 PERVIFIVII 1;r FENCE' 4. OEVELONA SHIM4 INSTAL!. AN AUTOMATICALLY CONIRCLI1.) AC POWERED SPRINKLER S,T5TEM ,OR LANDSCAPING. Rr.CLAIMEO WAIT:11 SHALL BF. I;StO WHERE AVALAFLU ILCALEO 0 20' MIN-) SIT;: SPECIVIC OF'Ah ')PAWING ON ^IOURF 30. ,I. THE DEVELOP17P 11,A.L Of RESPONSIBLE FOR ALL U!11.4Y ACrOi,4TS DQRIN4 CONSTRUCTION JNVL PROJF:T IS A!^.CEP'EO BY THE CITY. PUMP STATION TYPICAL. SITE PIAN CI'Y OF SANFORD FIG. :3:0 01II A1 -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 PENCE DETAIL 3/$* ADJ. t, GAT POST GA TIC 000ER 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 STRUCTURE WITH PROPERTY TRAFFIC BEARING COVER -)ME y- LQCKWt NON SUP PROPERTY 10 Air ACCESS MATCH (ALLFMM�)_ winkc foam PLMP STATION PRESSURE SWITCH, 2" BRONZE, BRASS, OR 4- 7. CAP (MIN) ".RESILJIEMT BALL VALVE BRASS SHUT VALVES 11,1401171105 21, MIN Itc L CAST IRON OiL-FWD VALVE BOX do PRESSURE 4.0--EIRASS DRAIN VOW401E. GAUGE 2* WIN DIA Pitlli- J, BALL CHECK II VE (FULL rl.ow) ___'L`L--2" BRASS HORIZONTAL ^ F*LANC-ED IFT 1 CAE VALVE J, eI OUTFL , Ow CAUTION 10 CITY FROM PW FORCE MAIN PUMP STATION MODIFICATION OF THESE DETAILS BY NON —CITY FULL FLOW PLUO VALVE MOUNTED II COWFISTIFFEAM 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 Id E To ALL COMPONENTS. ALL ITEMS SHALL BE RIGIDLY SUPPORTED. --E 2.01MENSIONS WILL VARY ACCORDING '0 LINE SIZE. UTILITIES DEPARTMENT S APPROVAL OF T I ' MINIMUM SIZE Of BOX SHALL BE 48 INCHES BY 48 INCHES WITH A 24 INCH SUBJEC7 EN01NEERING MLANS. BY 36 INCH MINIMUM STRUCTURAL ALUMINUM ACCESS HATICIN COVER. ALL HARDWARE AND LOCK BRACKETS SHALL BE 304 STAINLESS STFE-_ 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 AIRID ADJUSTABLE. ,AL r 0 moo. W' vm PRNATI CONSTRI.C1 ANC kNSIALL ROOVA44 #se wm. $aoj 0 'PlAr. jw 9 706 SIGN IN ACCORDANCE WITH Puw STATION SECTION 22.5.2 OF THEr1ePI 40C Aum X= UTILITIES MANUAL. roo �D T Vr 4"m PRIVATE PUMP STATION TATION PRESSURE'SWITCH AND SIGNAGE DETAILS CITY OF SANFORD 1999 FIG. 30,51 ....... DE00 I CITY OF SANFORD UTILITY STANDARD DETAILS T2 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 F'OR 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 ILO PIE PE NAL GRADE fROM _ TO SERVICE 2 INCH AND BELOW ASSEMBLY NOTES: A PIP E PE FITTINGS, RfOS MATERIALS LA SUPPLIED BY'THC CWHACTOR AND APPUIITENANGEs SHALL BE 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 JOItN7 DUCTILE IRON 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 50,' 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 PO 'N- TO'-HE MAIN. (FIGURE SODS) DOUBLE CHECK OR REDUCED PRESSURE ZONE DETECTOR ASSEMBLY I CITY OF SANFORD 1999 FIG. 500A TEMPORARY JUMPER CONNECTION NOTES; t^ •A Iemper4rry jumper oonnaation 14 ""b� ld .al 0co+mwRans brlt►ee" rsltlfng Got" waMe Mahe and proposed •how ewleb rhaln impeVel3NeiEe 2. Tha 4" oeove is to be used Edr any size rrrtm *Ailing noxvii weter::mmlhe and "tor f oolthis,10 now IWaBhe up to 8 INCNES IN DIAMETERt 2.5 FPSmin muln wleas 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 H wa .tree -d Nu. The u r connection '4h I( n 1 tter !Iu ' Y ) mpe c mrsc n e tM hooteolned u N f ing. 1 rMng, feeNnp and oHlnfedten of the new mdlr net diner+ euaevee/ully aempMed and clearanna for uN trom the Florida deportme"t of. Envir"montal Pnsfaetion (I'DEP) and aflasr pwlimnl 9#0"e*s hove bean revolved- Th* jumper connealipri amAaO oleo be used Io MOLetasn o MW-um.. glo"urw of 20 pet'41 the nw morns c/lsr- dlsMfothol,,4n4 400 the MP'a,. - rev 1 T 'cant et^e s obtained oa u te.: Th - isles I a n f O rwsf N and/or restraints shalt E+s. •4 a r r oHdW tom orur as a vbetl. !M n' In p and rIH . used twr o has w 1 P RY'. a fl► c nnerin ne e o the 9 9 Wp ' eadsNap pip shos'aeo'dntvctsa arid' to MnfretellatTpr,oacardance Wlil AWWA C i, I111112 WMWW. Th* tOpItivq t140" and ten aMterfor of the main To Lo foppsd sham be dH1IMes:Rw,try spm*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 motne may be done aheaph fha as -in valve MRdsr Very ewhtralted daadiltaAre. The folldwlhp prbosdoras shelf, be 400*44! A, The N►-tin VOW" *molt be operated and pressure tested In the proosadis of '7e utility aw"OOAY and engineer to eerity water tightness prier to ti -In. VOW" wftkb are not Mates' light shell 4s repMaed with a new VaIV* Inttefiod (—odolsily ad)auM to the faotdnp Volvo, -4. The fwe��pq ,ry p Vapor aone"Mon shall be cono ruelwl an deN/Tled'.. The jumper sofxsaafirel sYrpff be: "$ad tp flit the ,nee water 'din and for prgvelml; wafer for booms taAalo9laaf OOMPling of ih4 -'a- moln ashowAvd by Rho FDEP perm.'. • Flodit g 61yall not be eltsrmWod Siemens peak demand hours o1 the ealsfing *afar maMt. ' • AN dbwnsfroom Vatvov In the r"Earn "not be OP." prlar to ,opwrllp, Ma tkt-in vo.vw • Prtrildq' for, and monlfor the p*vas J,% In. the He -In point. It-,* preseum 'n Ins elklNng - main muof not. drop below 35'.Pat, • The tie -In Pulse shall On opened o few -JP"s only, snsUNog a' prom's drop screw Ins ,rake in grom'or than TO paA - C The tlo-In vsift shell be looked closed by the LARRY Compoiny Until f affinq bspins. D, The Fir-tn VaM e(wtl be =npst�so only far Nushlnp at fhs "Po maht.. TM pmreduro what be directed by the utBtit, ocenvany and aboarvied by The snylnow.. E. After .flushing, the �tle-ln volvw shag be closed and locked In +4 cloud pcottlon' ty the uUttly, ownpany',. 4. The annihilator #hilt. `PMVW* dodulnelftctlaft that his, oeubfe of-sek' O"IFffow pravwrf"laA dwyfco hasbeen tested and it in good eforldrlg ender of the Rms Of lnafatlaNan. S. Caoapt as required to flush Ones of gndfer than 8 Inches ItdMm61Rr, the is-)n v*Fn 'sha I rantdFn cfwotdand sho11 be IacNsd In the closed position by the uARTIy company. the trw-In value shaft remain lacked olasod unill. this now eyeipm five I san cleared tar use by - MP and ate other pertlrranl agonclov. C Upon racmlpt of clisv onot for uto from FDEP ayof Loll other pwrl rp dgoml#&, the ,I 1 - coftfyaefar eha 'emcee the ImmPnroTr plmpir 6ppylsoRtin. Fd sat(atralkn steps are to W closed and plugged wifh. 2 inch brass Otiose. 4 7, All fretwofien end maMforanee of -MCI tomporory liomp4r co"ylsebn a" almodafed - 601001411' prwsr+Ndaf 4*ft$, fiNTng*, Veit%'w}t. ehotl be the rtaponNbRf ' of if* cont ottw. r COVER (SEE FIGURE ,15) -•� - BACKFILL-- 2 3 SPLICE BACK s INTO MAiN a LOCATE WIRE r j Tn 11 BUTTERFLY ._.. L � - VALVE PAD IN UNPAVED AREAS / (SEE FIGURE i Di) /f /-'FINISHED GRADE r GE COLOR CODED ED LOCATE WIRE 6TABLE CAST 0 s / LNNSTUPBEO -� BEDDING ROCK EAP'H NOTES; 1. PVC .EXTENSIONS 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 ACCORDANCE WITH SECTION 52.4 OF THE UTILITIES MANUAL, BUTTERFLY VALVE AND BOX DETAIL. CITY OF SANFORD 1999 FIG. 401 .. r ...• a w..Yxe.:.w.,wx�..._..�..... DOUBLE CHECK OF REDUCED PRESSURE ZONE DETECTOR ASSEMBLY AS O,^s. Ze V. RESILIENT BY THE CITY '------\ iSEAT GATE VALVE, TEST COCK (TYP.) --� (2 REQUIRED) i - _,.......... . IP 4 T� G S ON 1), RISER YP FLANGED -'-"-•� h;..,, I , h::O / 1� I 99 BEND -' 4" CONCRETE SLAB � (2 RED.) ;/ f- l / /l WITH. NO. 6 x 6 i I / WiG x W10 F /% ,WIRE MESH N SLOPE :a.:24'- i Sl.OPFy " Y h I 1/2" PREFORMED .iU1N'r MATERIAL BETWEEN Ss" MIN. COVER �' �� fcM I PIPE AND CONCRE"F SUB (TYP) IRON ^'.""•^"_ .. TO - Mon 1... ..—: ^•.: BO' BEND (2 REG.) THRUST COLLAR RODDED TO `••THRUST COLLAR RODDED TO BIT BEND OR AS REOOIREO BD• 'BEND OR RESTRAINED B'f THE CITY BACK TO 'VALVE AS REQUIRED BY 1'HE CITY 3 INCH .AND ABOVE ASSEMBLY DOLBf_E. CHECK VALVE DETECTOR METER --- -- ASSEMBLY (MINiMUM) BALL VALVE. +. _ - .... 1'0" MIN r2 REQUIRED • I'D' 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 ir IT, 11 I I -1 ,u e. a r a7_ I I N _ s i •boa t / (irL 1 I 1: TYPICAL RES10fNITIAL RECLAIMED WATER IRRIGATION SYSTEM LAYOUT CiTY OF SANFORD 1999 FiG, 505 YORANT __._... `. O'NPERATING . `•,, 4LIT HOSE NOZZLE. - 74" SQUARE AND •. D" THICK REIN- \ FORCED CONCRETE SHEAR PAD. (SELL NOTE 2 ) 2-#4 AT 9".-..� G.C: ALL AROUND r✓' COMpwn -" eACKFr1.L SEE NOTE 3 AS RFD'). - /•'PUMPER 14021,11 / (AGING STREET , ,.. ... ..._..,.._.. .__. x ...ALVF V p ^r A, r: � (5... fiGIiRE 107) a1 A e e 31 an w r - M HYpRANT � 4N,H08!N. EE :L Y 12" MIN. 6 BEDDING ROCK /� o" PIPE ✓ i. \ MECHANICAL JOINT -••- --'--' RESIUrNT SEAT OATF WITH RFSTRA(ff£RS VALVE AND BOX (TYp.) (SEE FIGURE AIDE) 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-•2545, 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. 52.7.3 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 _21 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 Willi 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 BL.OWOFF- VALVE DETAIL. CITY OF- SANFORD 1 999 EEG, 40 5 WYT-- O1 "AT t Hf _... , 1:Z. •:JWfS ar varir FASC VI:Ni OYPAat •^ - / CONCe[?r' A, Ar -.I (WW IA'L'f Y IPJAIIRI`0) 1 t:A -MAIN VALVE Y MErtR A sTRA11dR-.../ bI Cstf NmE 6 io) Irr am. r r sFtxA wTct _ DOUSILE CvCCx ON E: REDUC •^-'-. RANtN"6 "i" f0 "PASSI %,. 'PRts"t zowE OIIET.TCA I '.". 1 ARIEk9LY AS REOUIRke eV •r r RE Deli i0tN1 LO VATE tt. N a1PE 0.5. a V. RESIiIENT SEA' YM.rrS \ .`• .,...41y:.", _. I .1 _.�..... J' (b NEOuiNED) i. .' CaxdseTE SJe w,rY _ ``\\ • - RODS pN D.:. +, AISCP MO. S . 9..10 " WIm , 1 , LONE MESH XEYLArF"` S I-.,iNgSAlEO OaAOE. /I..{_ StWK MJ n.NO I in OtIvi, u) to servKL t CO R R nl AD llo tr VALVE ail AERUIRLD O' AOJU41At.t PIPE.—. l TO VALVE 4S Ri'OUMR:O SUrPPW STANDS DIAUSCO.r CDA" MOCIV I: IT IN[ c'.,l• MOTES: oa ALND aA ,oiulr r t_ ALL PIPE ASO nTTIMw, MATc"RIALSLABOR. AND APPURICNANCEs e[S'fAMEO As REUVUtEU 94AU IN �;UPPLAD RY WE C)NT40111. Rr rMe ,•.r. 2 ALL PIPE AND rmimm Y1MfE (S) I KNES ANJ LARGER SEe•LL OltRESTRAINED JOINT DUCTILE I90i1 PIPE: AWJVt .RACE JQIMTE MALL OF FACTORY-nANOED, S THRfE (d) INLH MCCERu" AND ABWC sNKt De. A NE G1CliND WsrAUA NS WRN IhPASS. - 4. VALVES SHAE_ ITC CHAINED CEASED. '.A INE AWVL Ga1D1. NU RYPAS5 TIME SNAI. AE $12E0 VON t'INF.-IIAw REOutwmtNTS. t. AI.) riIE U N V S1J. AE A MfMIPTa PJGwI t w OPA" APvROE01 TLIE RRE DEPT. 7. TNL ENTIRE AS FtwoEI SNµL at PAWIFEo ufi rY "it) FDR "IAi PROTECTOR USES AHD a1.ACN 'OR ALL OT4ER USES R,. A CATI. VALVE SMALL. or ,NSI'µ:ED AT 14 A$S MERY'S :ANNECTWN POINT TO 181 INN. f. DUAL DOatSTM:-r1AE 'FLOW NASrCa MEff" SLINA DE "NE COMPOUND 'ry'v - - 10. DOaES71C WATER VARIER WC11 d SHALL RE Et -I:R COMPOUNp OR 11e1.14t TURBINE TYPE AS DIFTEA RNIED FROM THE WN. SCD USAGE at ACCQRD"JI WITH ABpfNDMt "D" Or rkr UTIUTiES MAMUAI. 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 O1 F .__.. .. ___...._ / \ , , X 0 a TYPICAL. COMMERCIAL RECLAIMED WATER IRRIGATION SYSTEM LAYOU' CITY OF SANFORD 1999 FTC;. 50Ei 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 - f1 a r'� WAY elf _ // � REDUCER�� \ �, MAIN (MIN.)..,./ 'IT[ NOS' AS 1 ASS M w E BLY R R P r t / I EOJ G TY t 5EEN1' I ( 0 1) I ! RIGHT OF WAY LINE' -j ,FPARATE TER \ "Y "` CURB 13OXES —"'1 /`' WATER MAIN 2' (TY^ ) \ RIGHT OF WAY' LINE NOTES: 1. ANCHORING TYPE 9Cr REND 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 $CHEDUL.E 40 GALYANIZF PIPE AND FI"TING'S OR PRESSURE VACUUM RREAKC.R OR 5CfIE0ULC 80 PVC PIPE \ i REDUCED PRESSURE DEVICE AND FITTINGS \� (NOTREOWRED WHERE RECLAIMED \ WATER IS U71UZED) ( METER BOX AND LID UNION ,1 UNION 1 TO BE FLASH WITH t FINISHED GRADE. ,SHUT OFF VALVE I{ 12' TO SO" ABOVE ,I CURS ...� 4" TO 8"' GRADE ( FINISH: CRADrX 4- i I • METER STOP +.,.. .. SERVICE _INE. AJ'PLIE"$ ONL.Y IF IRRIGM7pN METER HAS SEPARAtE TAP -0 MAIN, IN MOST CASES •'--' - CORP. STOP I THE IRRIGATION METER WILL BE PARALLEL, r Y rU £' .f N HOUSE 4ET N AND F OF TH. E F j2q{/,./ •` -"" --- DOUB, E. 'iTRAP SADpt£ � SAME SERVICE CONNECTION. ' 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, SHAL IT RE INSTALLED IN SIDEWALK OR OTHER PAVED AREAS. 3. 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 .piccmd In Ismice, all now Victor mob's shalt be chlorinated to accordonce with the apaaltlr. atlDna below and the proesdures outilP.e fn AWWA C-s51 "Standard Proesaure for Dlolntectfng Water Wait"', All prov!aions of the FlorPdo Deportme it of Environmeriol Proloctior psl'mit ihcJ ao complied wi•h. WATER E SYSTEM TESTING : Hydrostatic testing ahotI be performed at 15Upounds per square c nch pressure, vnlseo ofn,Omlto oppmwd by the City, for a period of not loss than Iwo (2) hours. Testing vh0il 6e in accordance wit' fire op Icobte PIOV:910" us see forth In Section 13, AWWA i^arid rc C$00 ter FI ductbe Iron 1 • and pp11 A n AWW Nomad! Num Dar - 3 for PV pipe a M 2 o C pipet. ,he testing procedure Then hlalude Lha canffnued cp?Iiroften al +Tit speoifisd preseura the11, i fez a atom. for the ! Iwo Mur cried b W� m n Y d u taking In 1 tm a 1 i Y Y P o. n con o net aul DI P 9 P M a or mwewln wafer' t Tpp t G ase, ha Should at Iota hall b 4 r a e de a min yy m r h� B ed .6 easu In the vd m Syr, f r y 9 U m "ilia C tl DI`•+ sold d sr. op f t pia e a anealn Should the bs la;l, recces.+Pry »pWn shaR.be occomplishOd by the contractor and ^he teem repeated infil wT}hir the established Ilmh.s. The rontraelor shell furnish the necessary labor, water pumps. gauges and all other Items roetulroc to carduct the ragOrod water distribution system and Perform neesasory evisai. � r b WATER SYSTEM 'TESTING AND DISINFECTION CITY OF SANFORD g99 I(.;. �C,7 +.., 0 GALV 124 sCHF.tlULE 4 N a, PIPE AND 1`17'ING5 OR CHECK OR SCHEDULE 80 PVC PIPE ` R. + REDUCED PRtSSURE DEVICC AND ';TTINGS \ ) ,\L,� 'll METER BOX AND LID ,I \ U1419N --, � UNION TO BF. FLUSH WITH t r „� r'NISHEU QRADE. 1` SHUT OFF VALVE' +I 12''TO 30" ABOVE C! HH F ` 4" TF 8" GRADE FIN)SHFC ' + GRADF I i i METER r ! CURB 1 Slop r �r �^^ --- SERWCIE UNE 100- CORP, STOP 71 . r .()LABEL STRAP aAODIF: , WATER Oil. N NOTE S: A POSITIVE ;. ELECTRIC CONNECTION SHAD_ BE MA'',E 1FTWf EN ,Lu, GALVA.A. t- ( ^n BRASS COMPONENTS. 2.. METER SHALL BE INSTALLED 6CTWCrN .SIDEWALK AND CURB WILRE: 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 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. ,!y^ . ,IOMTI VRI Ptl1AaL . `IAa,ArY.1.A 'U is NATrA PACUWEtY /f a CC' NRE GEN[PAL INTER ''j%,�� 'R � f"•- 'T- ! - NaiES' NC 1 SAWI ..,... __... _ S PL. I , _........ ..L. Ste[YMRTII a fa• s ,1 (IEHERAL I, "HE TABLE REa"RIS£N75 THE MINIMUM SEPARATION NEQUIREMEN7S AS DESCRIBE) IN F.01.0. RULES OF THE FLORICA AOMINIS7RAIOJV CODE (F.A.C_L THESE SEPARATION IREOIRtUCHTS SHALL APPLY OrVIEEN NEWLY PROPOSED :TIUJ* 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 Alit CONSIDERED RAW SEWAGE AND SEFARA*tUNS LISTED FOR SANITARY' S WER SHALL APP..-! 3', ALL SEPARATION D(STAKES. ARE FROM OUTSIDE OF PIPE TO OUTStOE OF PIPE UNLESS OTHERWISC SPT,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 OUYSIDE OF ?IRE. 4. ACCEPTABLE VARIANCES ' W M A. MERE UR)ZONT T: N A' TA N AL Si0'AFtA bN OS NOT ( I ABLE CvCTu. E IRON ":PE CR COhiCRETE ENCASEMENT NEST BE USED FOh A; LEAST ONE OF THE PIPCS. OUC"R,E IRON JR CONCH s' GN- r f [ f ASEME'hT �YJ$T 8E USED UNTILANNIMIM ..,..A RAA _. IY• 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 THE' A0141 nr CROSSM SPEC*_ SL,$pQRT MAY BE REOUIRLD. S. NO WATtg PIPE SMALL PASS :NltOUGh: OR 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 NAYIT WTI+ w00_ CORPORATION V--II4AWI- PAINTeO IQENri i Fit(r"c N' ,1 YIN..) ) AL CnIOR ♦ r 'TnP (' site.'. ..� L '1" v S/•1"' WITH LOI NLO, Caere In isLf wJTf ;TI: r ) 1 I LA _ f F) I / I /'' a, P i9 MAN : I F rT 1WkkR / I O _...� LANE 11 IN.1 1. I ('" MEN.) r i w4iiL 11,11R TOOK AND -...1 IAOIYIOl1AJ, UEILP UP -1xi.§ a -' wAr' P _n AN YL RA V - 2' MAT :R M '£ " .n .,. r F E RS fu ftY CIi"' 01 iANfOR D 7 (for c `� n ux i I ( t !A J!f0 r i SINGLE St.P.VICE DOUBLE SERVICE' ' CONTW UOL' COL eft t ..COED 14 GALIN 1 C.ORPORA'(ON STOP I INSULATED C01PE2 OOUBI.E CHECK ! OF f I l f LNG 1 (OCATING WIRE' �� VALVE CNORMAUY OFTEN) r l LOCATING WIRE ALONG I MAIN (SPLICE SERVICE S+E RVICE 1 WIRE. TO MA'.N WIRE WITH WATfRPROUC �--!,,.• CONNECTORI{ t0 - 45' 1'L V •. ..... T :.__..- A . YOWL UAR CURB' :TOP AWWA 'r"PE ' \ CC, "HREADS ) TYPL "K FL:AIIILL ! 'WAYJ:R MAIN 'I `\ .._ COPPER OR CIS . ' F'OLYf 'HYI,ENE - � TJ9140 (1" MIN) -" SADDLE:: NOTES; I. ALL I'!"'TINCS SHALL. BE. BRAS wTH COMPRESSION/PACK JOINT TYPE CONNECTIONS 2, NO SERVCL LINE S14AL, TERMINATE 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 IJSE i PJRPLE COLORED C'TS P01,YLYMYLENE TUBING. i 5. POTARLF WATER SERVICES SHALL Of. PAINTED BLJE (COPPER) GR USE „t BLUE COLORED CIS '0L,YETHYLE`NE YUINh,. f I. WATER SERVICE C0NNE1"7!(7,N Crf'TA11 CITv OF SANFORD 1 999 ...�.�_,�.1.. 1- r aO� 2 `MEtEH JOI:ULE CHI'- BACKFLOW 'RCYCOER A' '*[U,,Y y, H A, f,A,VANIZED r+NCSSURE OAS Gf: P+-k AN;' FITTINGS r PROVIDE TFMP„ RARY -.... S P R- .JP SLIT AS NEOIJI4'" I 301 ! 3/L" hm5ED13Ff " . � ABCVF. W/vACubM BREAKEw PV' 1 G'bAOE SCHDBC PVC m f; I RE,ASU fl. (',AUGE I I 3 List •1 rJ C r �✓ , c 4 . I ," r A DO,7dLF.. 5'RAP SAOCtE r �I -,A :f• ':;1RP' SLOP NEW WRITE? U-11" r 1 I I' t -IN VALVF YVS'Of srr Aar, Ri MAIN LL '(E.0 U, It 'ROVIOE LO�KINO MECHANISM VAL rE WILi, RE OPC.NATCO BY C(TY PF410,4mC. ONE" 1,1E C')NRA,fOR SHk.L RE RESPONSIBLE, )'GR AI.1 M4"FRIAI..,, AS.EMtIANf.I fHE. ? !N'TAI Aiif,h F "HE S " 0 I —EmPORAR'Y JUMf)E:R CONNECTION OF SANf-(:)RC I':�99 F!( 504A tc'c Jl /At. o N 1 La// G•-5,e)AA lj SA JS+�aAe A 40 -a 7/ 0 LGT Z ! 71 i _.... _._..__ _ i �, I " CI l WF_ SANFORD L) ILI I Y STANDARD DET•AIL,S � 9q9 J �; "'�rI` � � S EP 2 0 2003 q a Ij