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2613 Orlando Dr (a) (2)
'fin { •.�. AN :B , , v 7'X.V 1 c (!- .. .. _ r.: .t, is .. ,,r .• ,..., �,.. i P 'J ' R d . n n "� t� 9 :. W _ OFFICROPY p`,�...i' „ptl��a ....• 'i - e_F1 AN[) �i1�1 AI_.J ' ' 1 1 [ ., @;:);' '(',i fry "n.° 1 "' i•,' J d o:r3 a1 . �, y ll, Q NU V tlEil V AND. .. `�� � \ U' UNE L CODE (REQUIREMENTS: IT IS THE INTENT THAT' A1. L: !NOP K, 5{ GILL CONFORM TO r U �' A RULE. F THE ..APV)INISTRATIVE AUTHORITY THE ADOPTED CODE5, STANDARDS ND _U TI .HAVING JURISD C ON. _ 2. ALL WORK SHALL CONFORM WITH DPAWINGS AND SPECIFICATIONS IN ACCORDANCE WITH THE REQUIREMENTS` OF, ALL THE 1`01_ COWING WHERE; `APPLICABLE: (A) GOVERNING r'IUNICIPAL. AND Rf~GULATOP lGENGIES (B) LOCAL, STATE AND FEDERAL EODIE,Sr m- '. rF3 (a R t (C) STANDARD BUILDING CODES R'F A Es & N\1 A(D) S tANDARD PLUMBING CODES (E) NATIONAL EL -CT PICAL CODE J PAL CONTRACTOR SHALL COMPLY WITH; ALL THE fREQUIRENEN'i5 Ol~ THE SOILS REPOR"> T. e�i U e3. THE GErE L y 263 5OBTAIN FROI 1 THE. OWNER THE CUPPENT COPY oe ,THE.• SOILS INVESTIGATION I?EPOR"r. 0,:u 4. ALL DEBRIS SHALL BE REf IOVED FROri THE PfEf1lSE S BY' THE' GENERAL CONTRACTOR AP A ' "F►ALL fE LEFT IN A CLEAN CONC)ITION \T ALL TIMES DUP'INC CONSTRUCTION: AND ALL e S f , r aa..g _ c 5. 1T IS UNDERSTOOD THAT ALL . INTENDED WORK IS Strr'.JET TO REVIEW. ANp LA -�°°� , IN BY THE. ADMINISTRATIVE AUTHORI (`' HAViNG'' JLJPISDIC ;PION. Ill NO CITY F SAFR 1 CASE SHALL WORK 3E PERFQR,MED WI {OUT THE E%� /IEW AND WRITTEN APP20VAL- <� AUTHORITY. OF SAID 0 F. ALL TRAPeS SHALL BE RESPONSIBLE -FOP ALI. FEES RELATED_ TO THE ISSUE OF TRADE- SPECIFIC PERC H f •�, INSPECTIONS AND CEP'(IF ICA"f E.S' NE... E55APY FOR THE EXECUTION ANP T ,: �P, Sanford: COMPLETION OF THE WOPK,, AND THE OCCUPANCY oi- T1 -1.E` Vv/ORK, " del C�dos in effect: Standard Building Code 1997 pd. 'Standard Pll mbInC.{ Code 1997 ed, - � �t��ndarra Mc��:nt�i'llc�il Code 1r�97 cid, �7. EXI51'll<IC CONDITIUI�IS: THE CONTRAC"C'OR SHALL VEPIF Y -EXIS"TING; CONDITIONS ArID II��`` pp ^p National 'loo Code logo e(j, FIELD—COORDINATE THE CORRECTIVE ACTION AS REOUIRED. THE CEf�IEPAL CONTfRAC (OP lJ��o OO pity CoQdN�f-( FL' M66§§ lbrfityOddest f99� A " IFY THE ARCHITECT DESIGNER OF ALL CONFLICTS AND DISCREPANCIES THAT lL: ra y §9*1 W� SH LL NO ( / AFFECT THE bIlC1RK PRIOR TO PROCEEDING. WITH SAID WORK, C C O` A. A� PUMP STATION DETAILS FIG. 3013 (C�I C✓C�ULIG��LIT� C.�[�A�8. D0 NOT SCALE DRAWINGS; WRITTEN DIMENIO�1S WILT GOVERN. LAPGC—SCALE DRAWINGS I I —" NTA T ARCHITECT DE5IGNER TO SITE SITE PLAN, A,6B PUMP STATION DETAILS DIGS 302 .SHALL GOVERN OVER �i JALrEP SCALED DRAWING. CO G f: A.1 DEMOLITION ION P LA�� A.6CC, PUMA' STATION DETAILS Q o303 CONMN ALL DISCPEPAHCIES NEW ��, L �' _ � - I E HE D (?E,s mN iaLE F0._ WORK. PER,rokr1ED A.2 NEW CONSTRUCTION PLAN A.7A STANDARD UTILITY DETAILS / DET001 �. THS ARCHITECT/DE5I �NGR SHALL NOT B L r ' �' A FOP_DANCE U!(fH THESE DOCUMENTS NO E'Of?' MISI►�iTERPRE T ATION OF THE DPAWING.S, EXTERIOR ELEVATIONS : VA`�IONS k7B STANDARD NDARD U I LI Y DETAILS / [�ET002PERMIT NOT IN c . R I "AT �' A T Y WORK BY CONTPACTOki S�� � �r11 JO SNOI_LV ton � o,.' f 114f r c' Bio I�IOf ? FOP JNA I �F COR V1. wu N 03t�NC), f3 Sooi� �O NOLL Aye DETAILS SCHEDULES Ao�(.� STANDARD. UTILITY DETAILS � DET003 � � ����V���M� ��� 1d�O JNIC7"lin 111�12Jdd 3ON v fiSSl 7 IbIIS Flo 's. q , V �_ �. `l INFdO= p { . NS:.. N I 1 `FIELD PRIOR "CO F�4.f>1a.IG�i,'ravl RIr... �� a acaNOislnoad rr r✓ '\ MISCELLANEOUS ;r : ;,. lO, CONFIRM ALL l OR_ILONT/L DIMENSIONS �;V1TH PLA D,,�rls�i as ac , Ao5 REFLECTED CEILING PLAN A3 ISC✓ELLA �EOUS ETAILS -91V OIA O� A�I�O ��,-I��Nd� H L S DN CINt/31�1UM 3H1 OP CONS CRUCT{ON. RUM FIQ VHS pans Q i ' I rl d lSNOO 3SN '•7R :., !I . dd uo C13dd30OV -- 1 d ',1.IWIM'� A"1-IVNOI-LIONOO i�V (3- In3M 3dV S V -1d 383 H! r N THESE r R N, 1J� 11. ALL ELEGTPICAL AW 1 IECrIANICAL INFOr I lA rION GC?,1TAINED IN PRN, OS ra Iin nNo�Nvs SANFORD BUILDIyG DEPT. ' ,� SE PLANS ARE REVIEWED AND CONDITIONALLY THE PURPOSE OF Cf�ORDIN�\TIQN OF THE ARCI-►J J EC,,'1•/DE,SIGNER S WORK,. ' THE P .> c ACCEPTED FOR PERMIT. A PERMIT ISSUED SHALL BE CONSTRUED TO BE A LICENSE TO PROCEED WITH THE WORK AND NOT AS AUTHORITY TO VIOLATE, -- CANCO L, ALTER, OR SCT ASIDE ANY OF THE PROVISIONS O�' THE.TECHNICAL CODES, NOR,SHAL-L � ISSUANCE OF A PERMIT PREVENT 1 riE BUILDING( DEPT FROM THEREAFTER REQUIRING A CORREC- TIONOr :ERRORS ON THE PLANS, CONSTRUCTION OR OTHER-VIOLATION`S OF THE CODES. NNAL INUST :pfq Mp'{�f�jryS�� REQUIRED, : ti q HAX. NAXIMUM r P, N VERTICAL . MECH. MECHANICAL P MBING P SQUARE FEET, FOOTA(;E TEL. TELE riG E VERT. � BTM. BOTTOf1 DIA. UTAfiFTiP EXH. EXHAUST GALV: GALVANILED INr. INTERIOR. N0. NUr16ER PLBC,. LU ADD'L. AUDITI JNAl. f1TL. f'lE1AL PLYWD: PLYWOOD SCHED. SCHEDULE TEr1P. TEf1PERED VEST. VESTIBULE ! If !. lrlr.N ltlN EXIT. EXISTING GA. GAUGE A.F.P. ABOVE FINISH FLOOR BLDG. BUILDING D G? J"f, JOINT f1E'LZ. MEZZANINE CENTER PROP, PROPERTY SLT, • SEALANT TI IPES. TNRESHOLU ., .. ' V.C.T. VINYL COf'1PUSITION TILE i F up, UUOR E.J. EXPANSION JOINT C.C. GENERAL CONTRACTOR O.C. al GEN A.F.G. ABOVE FInIISH GRADE B.U.P. BUILT UP R00 MIN. hV68rlUM � _. TOILET PAPER DISPENSER _ E OH. OVERHcAD SEG. SECTION T.f�.D. ttirll'1 EXT. cXTERIOR GR. .GRADE- - A.C.I. ACOUSTICAL CEILING TILE UN, < ' , D 1 K, . KNOCK OUT 0 U MISC. f11SCELLA EOU5 SIMILAR T:&G. TONGUE AND GPUQVE WC, 14ATEP CLOSET �' :.;, ;� I. : GYP. GYPSUM N OPG. GPENWG O.r. QUARP,Y TILE... �lrl. ALT. .ALTERNATE CLC. CEILING D�. UO1vtL,P(7Jr r I WATER HEATEP: ,5 r MLDG., MOULDING SI_. SLOPE T.&B. TOP ANO 6OTTU 1 W,h, o ) ,r AN � DPP. OPPOSITE C P 01 r. : F.R.P. AMR( PANEL A Url. ALUMINUM C.I"I.U. CONCRETE IIA�UNPY UNITS DN,,. D .A � LAM: LAMPNATED L UNIT(5) M.R. • f'101STURE RESISTANT` IFIC TIN TUP OF FOOTING -. W.P,, VIOPK. POINT,' ' � O.P.ODOUTSIDE UTAr1ETER R RADIUS. ' .SPEC.: SP,EG ,A 0 T.O.F. • RAMI TILE D.Wi DRYWALL FIN. FINISH HOW. HARDWARE w LAVATORY ANCH. ANCHOR C.T. GE C W. LA K. f . MTC. T10UNiIr1G •_ r ,. .. T.O.1A ':.TOP .OF f1A�UNRY ' ; ' WP'. \VF�TER.PRrJOF . , r f HCT, . TEF. REFEPcrl4E �0. SQUARE, 0 5 ,. .: ... r THIN F.E. PIPE EX r(NGUtSNEP H �T. HEIGHT _ C.O. CLEANOUT D.w. DRlrt.11vt I-OJN LB. PO ND APPROX. APPPO tIf IATE U - _ WATER P, SISTA T MULL:. >rIULLIUN � r 51'A�lLESS STEEL T.0.5. 10P �F STEEL. n, W.R, - E N I L PESGENT H,rl, HOLL04/ METAL P.T. PRESSURE, TREATED REINF... REWFOP.ED, REINFORCW., J,3, i a COLUMN > : F I.UOR: FUO L.N. LEFT HAND ARCH. APGI-1T..CT COL ... _ , ,:: V D WIRE:f9ESF1 ., , Pr AINTED:: READ. REOUIREU -. STD, STANDARD T, TREAD W.W.t1, lELDE � H:P. HIGH POINT U P, --' - t 0 A 5 f U F 32/ OA. LA(H F:D. FLOOR DRAIN CNC, CONCRETE E L.P. LOUJ POIr17 C N L rYPI AL W WITH ; rJOrL NONNAL F P V. PEVER5 �T STEEL TYP. G / �, ,, r PPIL. PANEL 4P, PANELING E E ,, L, F (.r.. L VJATEP, COOLER PLR. FLOOR, NOPIL. HORIZONTAL CON�1. CONSTRUCTION: E.W.C.. ..L.. ,, C BEG. BEARING, .. ::1 : : - WITHOUT N. NORTH STPUC f URAL. W 0 . CONTP^ , ,. 1 PART,. PARTITION , . R.N. RIGHT NAND,.:" STl�UG?. ,. �,. • .. ,..... / :,. „ FT. TOUT FEE1 TIER, , MANUFACT JEER Bf 1. BEAM , J IOL r ELEV, . _ELL /�� ON c � �, . , :,; . tJNFIN65NE _, WD, ',: WOQP r N.I.C.OT IN CONTRACT, aUSP: SUSPENDED UNF1N. D Q P.H. PFtYaICALL f ••HANDICAPPED p BETWEEN INCAN. (rICAnDE,�GENr rfAS. MASONRY , .. RM. ,OOr1 J.I, FTG. FOOTIr1G MT NTIh, U� J ., _ �, C BTWN r3r1 WEEN cv co uo ; A „ � f Ur1LE�5 of 13E rJ0 rEU:_ '. N:T.S. NOT r0 SCALE SW. �W1rGF U.O:N: 0 - l: .. ' PLAS. PLAS TEP... .: P,O. PUUGH OPENING.. ' . - _ -, , • , t P.V.V: FI D VE IF Y LD. Ir1�IDE DIAMETER N.O.rLO. fA50nPY OPcACrlG K BLOCK EOIJIP.. LrtU,f . rJT .. , :. .. F,El. (2 DLK. B Gr, ,.. � J TEM _r W ULArION FfATI : M�1fEPlAi P.LAM. PLASffC LAr NA E. P T•U, ROOF TU U. TAI ETc �:r r,k: IRA U � BD. BOARD PET. PeTAIL .: ' , _ _ _ . :. -- - .: - �e 7 - _ - , ,. .-., 'rf 1. 1. I .,: r i. , :i: -: - 11 ,.. .. .. 777, 7777-77 ,. _77 - -.. - - .. , ., , - ,. .�. 1: - t - - . .1 1::., n .:.:. -i �l 1' . a r�p LEGAL r I I.� r i E: , • '�y� rU f iYDRAttr Ir , y r n a �D0I ! I" .. -. - -- ;..::, ARUSSSTREETUtI .,-,�,, '.' :', rQ� AN �i rE sQ F T. 7 ooQ �Q FT + E , ;,. , LEG. LUIS 3 TG I. BLK f / __ _P , . .,..; , ,. DREArIulOLD PB 4 PC, Gq -I'll I SL�e OF URLAtd>D AVE: , J - (E , WOODEN FENCE &-0 :i::: , .. , TOTAL BLDG SQ FT. i F _ . Z30U SQ T / - ' 2613 S. ORLANDO DR. o, ` WR0 HT N SANFORD, FL 32771 E AN UG IRON FENCE ®� -0 r MAIN BLD a. 14 118 SQ F �^ e�• - FENCE w�oPAOUE DAPPER c� S' -o OWNER. AR( PELU�O ,AR WASH. 1,442 SQ FT - - ti PROPOSED TENANT. PRIME EQUIPNENT CO. PAINT BLDG. 542 Q F T E ,�' _ W. _ ___, crrlt�RUNc OF ROAa . r ,,,i'` , EYJSTWG BOUNDARE-S TO b& CHANGED !1 It\lU( J/ �LLU �5 if ��ro �S „ 1 • CA GRA AL #A, O �5 Fueii i'� AsT TAKEBA CA�.4;�IiI,.A-ll' ONS , , F C A r PROPERTY LINE ,''� `' , , C ) �q o C z ( `"� , % `ITY F S' NF i. �r �\�y\p'j�{�\l�� /�q � ���''a'I(�ry `5y,�/�,YJ//a c�M rn�`//(�1���jy/�C�1J�� /`/,JJ� �jH /ate\�\\ II111litili1111tlriliilllllilllllllllil.11illlitliitttiili G Q JAtyf ORD EXGL (SIVE {,,yy�{igf/.TNG SIA I� E NTH T Ii PIJj PROPOS S CHANGES U���p(/ 1. waafTST�+MVLLwxFCMT0 F&Ma_Ma� Total : 7400� . Ft � '1.1��1m UTILITIES EA%t-ENT .", t Sri ,, ,: . z tuC4717�1T'ffdd'CCZ'�rLBEVle�CQP� =WfimW-I916a1AGA7F i SCALE E i Inipa'ted Aa: CLE: I 2 Q - 1., a. rTATi�trtsruA.ets ,' . Cly a Inside tine. 2,736 Sq. Pt 1.0 63 Acres .%11 a r�u^a>_! cahc�isarnsa.�wtntesaat�wax��?�.�eci s 1./ cliw4m- Outaide Prop" Line: 17,090 Sq. Ft / Ac �AwTr c�i� af�w�srosraAtcestu�rin.!rEtaUvstr�obe NYU1ri (trti 1982�f �# /.�ivSA srwf z-4 ; 11 Ari ow-mAww,o vmrmon�P-ot QiDaa I M a GKASS; t3AHlA ,/' (TIP. OF 1) : I , .. �, , m r , $t A GGRA5E L--- " ` GRASS. .____..._: , . - . , TYP. 1 _ Potable Water U ge: G.P.D. .1 J='•"r!' ,J -f l ). !/ `�'�% t..,£' ,r7'J / J r. I k tYJ%g?U GRPSS 1t PP7E DARK �b �,., - 1 • t ' ,�'..T I £s J HEDGE, PITT t 2 O,G, / M n, a n tc7+ Arr // ^� r., r ,.J'„r, ,,r''' x T^- ala , m _ w. V R' IrnedW Usage: ea G.P.D.DDITIONAL G20UNPCOVEP PLANTING, //// '67IJtt��C « ,, �`: vrYu vw '•r. m °''�'"""^''`�.� E.. {EfE[ [Ile-, Y �, �/ V V V V. V f11SC. PERENNIALS: P(NE DARK MULCH aAPE n1vrLE �,\ M1 �r r r :: �� ° . , ,. `� I E OL�I�L�ATI���I AND r!oNDv GPA S ff-6 IV -� / �\ � ;A y � - �zv � .a�. I 11.1 �p� ,gyp /�,, ,,,,y.,,,�, - i : t A r.! ,r"" ir, a ". v'v v e- VV/Ct4�)' 4YPJ'�IClld6lrrG.P.D.TYP. (ir•5 �U' w%s,�R• x '�. j. a -" - °, ! The DEVELOPER Is not currently required \ J, . SPANISH CACTUS PLANTWG TO PREVENT - - ----� n » -,, a _. k , r.\ , . \ ,ti :. St. AIIGUSTNf :. ,a. „ 11 � n 1 to Instalt an Irri. ation system, However, SCALING OF FENCE �' �` , IIv as it becomes feasible, The DEVELOPER , �,�j _ : inLOCAtE FY,STgfG (TV.) - ,,� .7CSV' .k[ta � ^ ,may' �.' < a.r. � rt' 3r; - �, h It construct reclaimed t r IipaBUXE3 - ErBAIx __._ m:: ... N �`� s a cos act wa e � .` + n + ;I : - - to 4. FRGYr CUa9', , PAINfEU srCP BAR, ^�,,. ^.--'e.€ w. w . ) W7 - , ,��"' 'w, ,. ' '«,err, i.. distribution facilities to the proposed LET1EP.f1 DIYmER _ Frtto�.PORun fa:oGE ''��u ,. � � ', "'�, 'F . ` - development and .o each lot and tract a' ' NCP` t: Irr- - 11 m� �... �Y 4 �a' M NAV/THORNS 0 2" TO 4' HGT. ro cv Asr Irar within said development, � a ',., �". d a rre - L �.� M J 4r > M When installed, a futh automatic Irrl, at!on , ! a �" , ""\\ g :,'r f ♦y R\ I 1 �};j` \ Qe system, utilizing r ectained water, shat( be � •.� F 1: Installed b the DEVELOPER so as to provide rrr'. :;` CKAPE f iYKTLE 12"-15' NGT, r'� + k " `�� ' � „ M ry w �I ,�` Y Pt wa°.rArres rQLn Asr ro. !�-.b o- �, total coverage for all (andscaping, including Da 1; T� .. °' ��_ �* _ dnrE r�,Eu 4 cEmERLrE cf S1rfEr: 31'-7' e n hedges, trees and grassed areas, for the UITZc WCE O ONZ,, zn'-r :� S�� �!� `\. , � n. I � `\ - 7fiK1 Y / wx ,1� RPZ BKAS5 BACKFLOV/ DEVICES AS PROPERTY ae: ci'-r ,_�.. (/ %r �' P1rc BAcxf�our proposed development and each fat and tract I>< fEWILM: a' -r •- /T} �`` a '* _ " PRorEtrNE oEvuE herein, 2E0 D; hV P20TECTIVE COVER' , a l T 4""'I'v. *� _� h /',' POrfT OF CONNECTION 'f0 WATER ". ry,, •��/O ; ;y M. ` 17 POC SOURCE. SCHENATICALL'( SHOWN; ACTUAL " °`� T < , .� LOCATION f1AY DIFFER. ON FINAL PLAN ` YPe r% -v_ UTILITY PDLL WITH II.y; a h FF.E HYDRANT' LOCAIF[IfO 1S � i � ,M �z:.. � DUAL OVERHEAD LIGHTS � \ '"4 �. - � LIC,H�T POLE ` \ � , . NN r ;h No FIRE HYDRANTS were located on this Site. = a.; Two FIRE HYDRANTS were located nearby, 10 I `� , 00 HANDICAP PARKING /` n_lther, can .iguow to this property, "' '` Y Q �`j , >EF�r P + r P J/� J �'��.. & ACCE5� RAf1P r ` FIRE HYDRANT #1 Is across Orlando Avenue on n n/ o oo: '�-�p,9Of�c\4 a h•N i " the SE side of same, \� r \' n C� �•j a FIRE HYDRANT #2 is on the NW corner French 1 D q `, °,',, `\\ r. n '?�(LPr'�" O ' r;,>_ �.. '``,,.• ' ,;, No LEff TMI Avenue where it intersects with Hiawatha. M Ph , o f, `�t Q o '° 1\ , `� ss�a, srcr °JAN (t1�(( , ` �° k q - CI ' ,<, . '� P141" 51op LErrEaeCG .a E a O q ---. o1 mlkGS wr rU ""(9, " - - sftv"BAfL Ato Wr" (( ,. . n A .,.,,9s c) _ () e ?.� - _ '� EXLEEU 2'-U' 1+G1 '' �"§�i:' k r `(,- 5�Q h ©gpg�cA' F�C,,, � M G h , �'_T Hca � \� �\a� `����,�� Ski 'I\� r p "t. v \\1\G• �i. ,l 9SF f'D C/r \. c4> �, j FS 4b l G�`, CC`'1CJ .`CLQ' _7 4� /tif�M C// } p -,C. , '"°>. QI -1 �� - QfG �G�.,� 02 \v�\� y� . h � r„ 1 I 'O�11 �� Y " .1 "_ I" 0 / ` �� % h M N ((J\�G� e '� q � � ,,r � m ; -_ I.., LIGHT POLE wlTH r Qr u, JAG < G , ' / "',. + :. UVERHEAD LIEN"f ' , 11 �e\��-0��\,`% . .01 � Y h h,k;0151 _- RPZ BACKFLOW ' - C �0� -'' M PkEVENTION DEVICE b \) �' / !' M>� o z . . . ( *1 " , . I : I � I . . � 4 . /� " ` jr a•-'-�7 M « P 6 -- . / �° a "0 '14 M " I .., ;-1 ' _ OIL & GREASE r ��}(rte ,.'' b n, ` •H "� n. _ - - s INTERCEPTOR/SEPARATOR U3 000 + ,:jF 1. . A"t A ,t r " o ,� (' i`' DETAILS PROVIDE ON ' ,�,�'' _& w r a " , VA \ , $ SEPARATE SHEET n , `�� ,� o- k " - d . Z.- , � ,;r. , I . azus - __-�....,._____.�.__.._�..____-__._-. - rc .. ., T1�Jll1 FLODLiGNTS Q ^� MOUNTED ON ROOF . M " FOR ! o- M H i1•/ .. ` I ' : - < ,.,\ _ - I :... , CITY EfERGEtSCY --------------.---_-'.___-__-----_._'�'-"�--_-._-"'_--"_-_,.-___-_---_-___--"_._-, h „ n, f'' ... �'\\ U - P , 4 POWER INTO O�/E(? N10 :'Fy4KES ACCKSS i / ,. _ - - . , II / x, m BUILDING BUILDING / L9,APE hYRiLE E a n n n �.o x % . �� I - gp 10`-r2' f C1--.---�---_,.,-,_-__.-----.-_-----------__------------' ---„_ ---- /' f / 9 TYP OF, 5 t ,, o- �) (1 I J PEREfrlA15; rvaao (RAs:;-_..____--__..�..__....-._._-_ .. t `• - ' I i rc0 v „ . /\� 1.Iff, ... . . I � / . .. I' I f _� � 8 2' I1AX.: FIG1;' 1U NA4RAN T9,41A1 ---� id:- I \F "' _ \� Q DUf1F'S (ER WITI l: ' % STO(ZAC,'E BUILDING CURtu %ttr 10, AS FfP, CODE I \`) '� / - `G� ���Q`L OPAQUE ENCL05URE \ a 3O'L X2Q"W ? I « ; (IF REQUIRED) . /y i i `f .m �`� MIN. 6' ACCESS . - - I _, r a 0r 6 • . '� ' • ' .. •' : ,'�. ,� A m `\�\� .. AS �Rp EC�Un�IRErDpp�a ��rr ` •, !> 4 •' YT` r .v' _ i �<C�ivW�3.LC� WASTE .. _ -1. _ . z I x � �� ...:. I_t- <J (01TY, o 'SAFIFORD ?21 I l V V ' "`�k as'a�i„� I. 'E 1.. ,- , E _ BOLLARDS; TYP : OF, ;3 \ I 11,. X,' I t Iy 11� 11 m i V V 1 V V V V ' I.L �' -, � • P.P __ _ . --- - .:.a EXISTING WOODEN. FENCE; TO BE PAINTED, REPLACED / k'EPAi��ED . m .� 5�.,<i.+1-'c. ,n a R.T t.t �., t.T - - _ - _ V t C7 �7 1 t.�. t..: , �3 /r / J / 9 . / rr., u Ja A> r r. i; ,r'. r- a e r 1- r r C J \ \ / /'/ \ / \ / /!J. J 3 JJ \. /, /!} J n \ "v r.n: \% / / h/'i'r\///.X/`/ \ J t7 V V J �-..� / `v \'/ / / J J , _ / / J', _ . v \. .. ✓ r , J / � '. .. •'. - , i' i . c i' / � r / ::: , i' r' T. ' \C \ .S \ ! s /�f y \ .t r / . i /'^✓'' / . �./ � /`• /'�`/'. ! �./ /'.r Wit.. ,r�' q � .0 �t `v ` 3' Y 1 1 /, / i .. 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NEW FR V' PN • SEE E A SHEET 4 , : : , , r,.ki NORTH OFFICE 216 PERTH COURT SUITE 6 WINTER SPP..IN0, FLORIVA 32706-2462 PH: 407--325-.-/qq2 FAX: 407-327--5132 SOUTH OFFICE.' 2616 PICKFAIR STREET ORLANDO, FLORIDA 326034627: ' PH: 407-6q-/--5461 FAX: 407-M-15461 ob a Lu 00 (Of 2: MIT K"WTION YY DAM 20 AM VM Mof 'y m. me J- 'Ekvad'o' E,AsUngLeft SHe Rear' Sevatmi EXBT�NG ELEVAT�ON�")__` SCALE: �/SII � I._CI, { A NEW SIGNAGE 6Y OWNER r� 1 zA L __L_J-11 F 1 Ar" s .. , 1' r Fi T 7 1: Ll 11FT[ I I ILLTF : - _ -..-.IL-1 1171 : �, F I - - .. �� �` 11, 11 Ll I I I I I 1 11 L I I LLLLI ' . f r�' y€ r f i % p I l l r / , /' f � r' !♦ r' rr / f F - PRIME- rf • r •, r, r l r / , l , ( ,r f f t I< f C :� / l ' ✓ I l r / r rA. 1 `s a 6, r f f r f y/ •� vt ,. .. r .y + I / i t i L � r ` 7 r•• 1 r`f - E4( 1 -�c• r 1 1' r / l \ r 1 J r% � f / S• i s •k •1 A f \ ' r rr� r� J: {{ +SOF •&aS• 'ri •. �Y r~. r / f f.. :r z i f r k €' t ClUIPMEnT / k ``t f i �c k k a f r % / 1 7 r/ %. � 3 f' � t rr. i i r f �,F J i f � jj Ett S r f f �r- r / I r° 3" moi" i i F s , f / / `l C r E l , W e / r 1 j f ,/r 1 1. 1 F� L � r r y r i" E , i 1 .+ fF ref{ rpt 1 f' � 1 J. c J r r i I r f � C 'u f � ``V tYtji .., 1 4 � r , ¢ i + +J r... F .. < 1. ..� ..,..�,. ..'y.._ t✓ ./ .,,.+,, ./' • f �l ) ,✓ .\ �// , `��i s :\ .i i, -r- 1..: r 1r �.f I k.Ji �..:. iI ✓. �./ /' ✓�.: •-• �t. ,./ y ti F E, J,I ON� �.�;El AT�O NEW RAMP �PROPOSE,D. NEW FR V' PN • SEE E A SHEET 4 , : : , , r,.ki NORTH OFFICE 216 PERTH COURT SUITE 6 WINTER SPP..IN0, FLORIVA 32706-2462 PH: 407--325-.-/qq2 FAX: 407-327--5132 SOUTH OFFICE.' 2616 PICKFAIR STREET ORLANDO, FLORIDA 326034627: ' PH: 407-6q-/--5461 FAX: 407-M-15461 ob a Lu 00 (Of 2: MIT K"WTION YY DAM 20 AM VM Mof 'y m. me 24' X 36'' NIPPOP `-- - GPA1 bAP. SOAP DISPENSED GP,Ab SANiTI pISPO; TOILET PAPEP WOf'IEI DISPENSED ONLY EXISTING; WINDOW SEALANT NEW IX— WOOD SILL — NEW 2X4 FRAMING AT 09 RAMP SECTUN 6 Typo TOLET nv7UNc OF A( 4" 0.1. VENT WITH VENT CAP ALUMINUM ACCESS HATCH— 24 VOLT FLOAT HQUID LEVEL CONTROLS ELEV. T F -J." B MEN ALUMINUM ACCESS HATCH w/ LOCKSET AND RECESSED HANDLE (SEE NOTE 8) FLANGED RISER W/ ULIND FLANGE STANDARD FLANGED TEE ELEV. Y PLUG VALVE Vil LEVER OPERA TOR T INLES55TEEL PRESSURE GLACE 6" X 4' 7r S A REDUCER PET COCK VALVE DUCTILE IRON PIPE (RIE3TRAINED JOINT) SHALL DE EPDXY COATED CHECK VALVE FLAP VALVE PVC PIPE 3" FLOOR WIL ALARM ELEV. X DRAIN. ',:LOPE OUTLET MP 0114 FLE. W PIPF 1/2- PER FOOT WITH STAINLESS UTEEL FLAPPER ' PUMPS OFF � " ` 9. GRAVEL d "s -)z O.C. E.W.-~ l_ x n^ nTmwL[Sn STEEL Awcnox aoL7s no cXT[wo ` N.T.S.7" INTO BASE. SECTION VIEW STATIONPUMP PLANS, SECTION, AND NOTES � ' ^ � i | � | � YY[T WELL AND VALVE VAULT LINER THICKNESS (INCHES) MATERIAL MANUFACTURER Wlvw I HEIGHT (FEET) 3-6 17-1Z 113-20121-25126-35 ' ' POWER CABLE --- ` ' DIM F NOTE 8 DIM G 4.2 STAINLESS STEEL ��PU.I.VOLT CIRCUIT BREAKER -----' ' -|' -----� DIM J PIPE Ll 'WAX 316 STAINLESS STEEL GRIPEYE LIFTING CABLE WITH 12' 516 STAINLESS STEEL CHAIN ��D / SHOWN �� FOR LA���'^~ `) ----[-[---- CONTROLLER/INSTRUMENT PANEL ADDITIONAL ACCESS0R|ES- CABLE GR5,_ 24 VOLT FLOAT HQUID LEVEL CONTROLS ELEV. T F -J." B MEN ALUMINUM ACCESS HATCH w/ LOCKSET AND RECESSED HANDLE (SEE NOTE 8) FLANGED RISER W/ ULIND FLANGE STANDARD FLANGED TEE ELEV. Y PLUG VALVE Vil LEVER OPERA TOR T INLES55TEEL PRESSURE GLACE 6" X 4' 7r S A REDUCER PET COCK VALVE DUCTILE IRON PIPE (RIE3TRAINED JOINT) SHALL DE EPDXY COATED CHECK VALVE FLAP VALVE PVC PIPE 3" FLOOR WIL ALARM ELEV. X DRAIN. ',:LOPE OUTLET MP 0114 FLE. W PIPF 1/2- PER FOOT WITH STAINLESS UTEEL FLAPPER ' PUMPS OFF � " ` 9. GRAVEL d "s -)z O.C. E.W.-~ l_ x n^ nTmwL[Sn STEEL Awcnox aoL7s no cXT[wo ` N.T.S.7" INTO BASE. SECTION VIEW STATIONPUMP PLANS, SECTION, AND NOTES � ' ^ � i | � | � YY[T WELL AND VALVE VAULT LINER THICKNESS (INCHES) MATERIAL MANUFACTURER DIAMETER (INCHES) I HEIGHT (FEET) 3-6 17-1Z 113-20121-25126-35 ' ' DIM E ` ' DIM F NOTE 8 " EXIST. GRADE 6" PVC FORCE MAIN PIUMPING DIMENSION- ELEV. Af STATIONS COINST. ^ PER pUwp wxworxCTunERS xEOo/nEwENs FUEL LEVEL GAUGE ' ' DIM E ` ' DIM F NOTE 8 DIM G 4.2 FUEL SUPPLY PORT ��PU.I.VOLT CIRCUIT BREAKER -----' ' -|' -----� DIM J ` Ll 'WAX FUEL RETURN N P ��D / CONTROLLER/INSTRUMENT PANEL ADDITIONAL ACCESS0R|ES- CABLE GR5,_ [L[CTRIC4L PACKAGE TO INCLUDE: AC AMMETER, VOLTMETER, 2-1/2^, 20% AC FRE0^ METER 2-12"^ 5% ISOLATORS | GENERAL NOTES: � � ` _____ ��P LOAD C[NTER �/V� SELECTOR SWITCH, 7 POSITION AW/VW/1\ END CAPS � 1 ALL EXPOSED METAL SHALL BE PRINTED WITH 2 COAT5 OF EXTERIOR SPACERSECURELY ATOACH TO ^^^~`~~tAN RE SLEEVE TYPE. ` 50 FEET OF 2/0TREQUIRED CABLE PANEL ILLUMINATION LIGHTS, AUDIBLE ALARM WITH SILENCE SWITCH ` WARRANTY 1 YEAR ! '[ ENAMEL PAINT. |i »' comov/ ' (1) ----- AMP PLUG - ------ FLOAT SWITCH . 0| L DRAIN UNE �ET WELL AND VALVE VAULT HALL BE COATED 0T'COAL TAR INSIDE MANUFACTURER: FL�-- MODEL: ----------|�p� ------- DIA: -------- 0|^ PRESSURE, WATER TEMP. GAUGE' RUNNING TIME METER, O/M MANUALS 3 SETS OUT. (Two COATS' Q MILS EACH.) MW' SPEED: --------- . � HZ.: PHASE: I ENM klYiN I LNG STARTUP NOT T0EXCEED 4H0VR3 ' DC VOLTMETER —AMP SER�ICE KOUNIEe ALARN U"T TO ` SERVICE PDNT_____'v, Y0«STE�A7En PUMP s PH, 60 H�. / .INSULATING ~~~ AUTOMATIC SENSING CONTROLS, COOL DOWN TIMER MALE CONNECTOR�|N� � _________ BYPASS OPERATIONAL TRAINING NOT TO EXCEED ' . 4, VALVE VAULT SHALL BE SIZED TO PERMIT EASY REMOVAL OF CHECK VALVE GAt , HOURS11. CYCLE CRANK|MG, 0Y[RyOLTAC[ SENSING � SERVICE ENTRANCE RISER K SHALL BE ENLARGED ^== AND VALVE BOX TO BE !STAINLESS) � OR 6' CONCRETE MAST, "°=` 0|L INITIAL FULL ' AND SMALLER.CLEARANCES' SHALL |NCREASE AS REQUIRED FOR LARGER 12 OPERATING CONDITIONS: � � xz� IODATE ,=,W METER OR �=""�"~ °"�. � ` � ' ' RTU ~v PANEL SO -1 OFF LIQHTNING PROT;:CTI%i 00NITORiNG SY,TEIJE__ F 11 "O$E W99 W/R.P.Z. ~~^ ~ GROUND GRID. '044 SECURE NOSE 6109 70 GALVANIZED PIPE STRAPS ROUTE YO �PPOn�/SCOmDvfT � REQ D- 011AIND (A ROUTE M AHTWMA i Sen. au PVCCONTROL CONDUIT � ~ P�(SEE TE " EXIST. GRADE 6" PVC FORCE MAIN PIUMPING DIMENSION- ELEV. Af STATIONS COINST. ^ PER pUwp wxworxCTunERS xEOo/nEwENs FUEL LEVEL GAUGE � , DIM E NOTE 8 DIM F NOTE 8 DIM G 4.2 FUEL SUPPLY PORT ��PU.I.VOLT CIRCUIT BREAKER -----' ' -|' -----� DIM J ` 100 YEAR FLOOD ELEVATION � FUEL RETURN N P . CONTROLLER/INSTRUMENT PANEL ADDITIONAL ACCESS0R|ES- [L[CTRIC4L PACKAGE TO INCLUDE: AC AMMETER, VOLTMETER, 2-1/2^, 20% AC FRE0^ METER 2-12"^ 5% 7 1w° / | | Cwmn m�* ���s | | MOUNwGonmo 1. ALL HARDWARE SHALL BE mcOMmoSTAINLESS STEEL. POWER ~' RTU ANTENNA & MAST INSTALLATION ROD'S ENCASED IN T(Z :-�ACH) (10' APART) CONCIRM F1 EVATION PUMP STATION CONTROL PANEL RADIO TELEMETRY AND MONITORYING SYSTEM INSTALLATION DETAIL NOTES: ` ' 1. METER 8A3[ WAY 8[ REVERSED IF REQUIRED BY POWER COMPANY. 2. WHEN TWO /2,' SEPARATE CONDUCTOR -TYPE MOTORS ARE USED, CONDUIT SHALL BE INCREASED TO 3 INCHES. 3. POWER SUPPLY SHALL BE UNDERGROUND ON THE UFT STATION SITE AND SHALL BE 3 PHASE FROM A 3 PHASE SOURCE ONLY. 4. TO INCLUDE GENERATOR PLUG COMPATIBLE FOR UFT STATION. 6. RADIO TELEMETRY AND MONITORING 3YCT[W TOCITY OF 3ANF0RD SPECIFICATIONS, ' � (RED) 6. PIPE MOUNTED ALARM LIGHT SHALL BE |N,� GRAM'LRX-40 , 120` VAC OR EQUAL. 7. A STREET LIGHT SHALL BE POSITIONED IN THE RIGHT-OF-WAY LEFT OF ,THE STATION'S DRIVEWAY, 8. /\ WEATHERPROOF ELECTRICAL OUTLET OUTSIDE E 0F THE CON- TROL PANEL SHALL BE INSTALL -ED. S. RTU, CONTROL AND SERVICE DISCONNECT PANEL BOXES SHALL BE OF STAINLESS STEEL. ' GENERATOR SET � � MAKE MODEL: PHASE: 3 HERTZ: OU VOLTS ____- VNRE: 4 RATED Kw STANDBY ________- KYA _-______. RPM ONE / SINGLE ENCLOSED ACCESSORIES: . SAFETY SHUTDOWN, INDICATING LIGHTS | � _E THE R}L|8V�N�' ' AND ALARMS FOR THE FOLLOWING: TRAIL TO |N�LUVEATHER PR0TE[7!YE H0U�|N� WOUNTED HYDRAULIC BRAKES SILENCER MOUNTING KIT LOW 0� PRESSURE �. ' � ' ' � ` |CC LIGHTINGCRITICAL SILENCER Oy[RSP[ED ` ' ' FENDERS COOLING 0y[RCRANK � SYSTEM: ' ` BALL COUPLER . ' ` � BLOC � ^ HEATER 120 VOLT 1500 WATTS' HIGH ENGINE TEMPERATURE ' COMMERCIAL TIRES - HWY. RATED UNIT MOUNTED RADIATOR 48 DEG. C � AUX|LLIARY/LOW WATER L[VE|/OVCRV0LTACE FRONT JACK STAND FUEL SYSTEM: ' ' ELECTRICAL ACCESSORIES. REAR STABILIZER JACKS ' FLEX FUEL LINES STARTING BATTERYBATTERIES 12 VOLT � GALLON FUEL TANK � BASE TANK _____ GAL SINGLE WALL, INTEGRAL IN TRAILER P^rrrnv nArx ^Nn r^mr�, | 5. VALVE VAULT SHALL HAVE SEALED FLOOR AND DRAIN, | / G. ALL LOCATIONS WHERE PIPES ENTER OR LEAVE THE WET WELL OR VALVE ! VAULT SHALL BE WADE ��TERTIGHT WITH WALL SLEEVE OR -- _` � i | } � | ! / � � | [ / ! ! ^ -- '' --- -------- �-�-------- ! � ------ - | / |r 1 0 N-, S' wo ' | ! / | | | NORTH OFHCE: ! 715 PERTH COURT * 5UK6 B i WIN{EP SPRINIC�, Fi0Q0A ! / 37706-2467 | � i PK 407 �?� 7qq7 � - - ! PAX 407-327-5132 ' � | � | ��UYA ��F�� ~-~�. | 7816 PICKFAIP, '5 T R C- EY ! � 012iAN8O. F[OkVA | ! 32603-6677 � / � PH: 407-bq7-5461 | PAX 407-6q7-5461 ' ! | ' / � | � | � ! � | / � | � i | ! ----- � ! ! i ' i� | | | ` ` ` ! � ` ! ! |\ } �_ ~~ L___ If =�lj ~�, u `" C�� } i � U�U �-��� �e=' | ~` j | � / / | � ' | | � ! ( | ! i . ~nKEo H~A~n^nM � Q2MARCH B99 ROT cu ! --- ' - � ^` i� - ----------'---�----- '--- | 0 U U Yf OF SANFORD RGO"RE 3M i |SUBMERSOLEPUMP STAVON/ / SECUION& NOTES ` �! ^ / � - ^ PER pUwp wxworxCTunERS xEOo/nEwENs FUEL LEVEL GAUGE � , FILL/VENT CAP CIRCUIT BREAKER/ACCESSORIES � '�- ~� VOLTAGE REGULATOR 2�� . ' FUEL SUPPLY PORT ��PU.I.VOLT CIRCUIT BREAKER -----' ' -|' -----� ' CHARGER TRICKLE 2AMP.^ ` 100 YEAR FLOOD ELEVATION � FUEL RETURN N P . CONTROLLER/INSTRUMENT PANEL ADDITIONAL ACCESS0R|ES- [L[CTRIC4L PACKAGE TO INCLUDE: AC AMMETER, VOLTMETER, 2-1/2^, 20% AC FRE0^ METER 2-12"^ 5% ISOLATORS | GENERAL NOTES: � � ` _____ ��P LOAD C[NTER �/V� SELECTOR SWITCH, 7 POSITION AW/VW/1\ END CAPS � 1 ALL EXPOSED METAL SHALL BE PRINTED WITH 2 COAT5 OF EXTERIOR g. FL[X|BLE COOpL|NG SHALL RE SLEEVE TYPE. ` 50 FEET OF 2/0TREQUIRED CABLE PANEL ILLUMINATION LIGHTS, AUDIBLE ALARM WITH SILENCE SWITCH ` WARRANTY 1 YEAR ! '[ ENAMEL PAINT. |i 1O' PUMPS SHALL BE: ' (1) ----- AMP PLUG - ------ VOLTAGE ADJUSTMENT POTENTIOMETER . 0| L DRAIN UNE �ET WELL AND VALVE VAULT HALL BE COATED 0T'COAL TAR INSIDE MANUFACTURER: FL�-- MODEL: ----------|�p� ------- DIA: -------- 0|^ PRESSURE, WATER TEMP. GAUGE' RUNNING TIME METER, O/M MANUALS 3 SETS OUT. (Two COATS' Q MILS EACH.) MW' SPEED: --------- _ RPW'DiCHS[ S|ZE�-------- |N�� V0LTA�E� --------AND 3T�RT UP AND ONSITE TESTING HZ.: PHASE: H.p.: STARTUP NOT T0EXCEED 4H0VR3 ' DC VOLTMETER 50 FOOT CT P0WER CABLE WITH 2/ J BASE AND FIRS -I.- RISER UNIT TO BE CAST MONOUTH|C SOLID SIZE: IN.; CURVE: AUTOMATIC SENSING CONTROLS, COOL DOWN TIMER MALE CONNECTOR�|N� � _________ OPERATIONAL TRAINING NOT TO EXCEED ' . 4, VALVE VAULT SHALL BE SIZED TO PERMIT EASY REMOVAL OF CHECK VALVE <�TEEL , HOURS11. CYCLE CRANK|MG, 0Y[RyOLTAC[ SENSING TRAILER TO D.O.T. STAND4RDS4 | SPINDLES WITH MINIMUM CLEARANCES AS SHOWN FOR G. DIAMETER PIPE ALL HARDWARE IN WET WELL AND VALVE BOX TO BE !STAINLESS) � 0|L INITIAL FULL ' AND SMALLER.CLEARANCES' SHALL |NCREASE AS REQUIRED FOR LARGER 12 OPERATING CONDITIONS: � � ! PIPE SIZES. � ` � ' ' ANTI -FREEZE INITIAL FILL 5O/5O ' ' | 5. VALVE VAULT SHALL HAVE SEALED FLOOR AND DRAIN, | / G. ALL LOCATIONS WHERE PIPES ENTER OR LEAVE THE WET WELL OR VALVE ! VAULT SHALL BE WADE ��TERTIGHT WITH WALL SLEEVE OR -- _` � i | } � | ! / � � | [ / ! ! ^ -- '' --- -------- �-�-------- ! � ------ - | / |r 1 0 N-, S' wo ' | ! / | | | NORTH OFHCE: ! 715 PERTH COURT * 5UK6 B i WIN{EP SPRINIC�, Fi0Q0A ! / 37706-2467 | � i PK 407 �?� 7qq7 � - - ! PAX 407-327-5132 ' � | � | ��UYA ��F�� ~-~�. | 7816 PICKFAIP, '5 T R C- EY ! � 012iAN8O. F[OkVA | ! 32603-6677 � / � PH: 407-bq7-5461 | PAX 407-6q7-5461 ' ! | ' / � | � | � ! � | / � | � i | ! ----- � ! ! i ' i� | | | ` ` ` ! � ` ! ! |\ } �_ ~~ L___ If =�lj ~�, u `" C�� } i � U�U �-��� �e=' | ~` j | � / / | � ' | | � ! ( | ! i . ~nKEo H~A~n^nM � Q2MARCH B99 ROT cu ! --- ' - � ^` i� - ----------'---�----- '--- | 0 U U Yf OF SANFORD RGO"RE 3M i |SUBMERSOLEPUMP STAVON/ / SECUION& NOTES ` �! ^ / � - DRAWN BY: JLp / SRR FROKT Ku. 9-1011 REV61ONS ADM, HUMAN VISA . H NORTH OFFICE: 218 DEPTH COURT * SUITE B WINTER SPPlklGS, FLORIDA 32708-2482 PH: 407-325-7gg2 FAX: 407-327--5132 SOUTH OFFICE: 2816 PICKFAlP STREET ORLANDO, FLORIDA .32803-6827 PH: 407-8q7--5461 FAX: 407-8q7-5461 ;I i i, p - n IL-- _._. it l�_vJ L - ._J LA LL_ s L l SWT'NORMAPON DATE 01 MARCH 1999 DRAWN BY: JLp / SRR FROKT Ku. 9-1011 REV61ONS , VENT HOOD (RAIN COVER) --14-8" , Mi. j4" HOE w/ Bc�c-- >, as "GATE VALVE FLOW PREVENTER MOUNTED ON WALL RIDGE VENT 2" X 4 TRUS a 0. 24 O.C. ALUMINUM-�� VENT w/ 12.V FAN Pt.?WERCD� 3/4» X ,i ri TEE 20 YEAR BONDED FIBERGLASS SHINGLE RROS --- - �'.:12 MINIMUM ROOF PITCH ------_y �-`�-:. � FROM STAND-BY GEN ERATOR » --_ - 15 LLB. FELT PAPER 30 M114 5/8» PLYWOOD OR 1 " HEETING Baa MIN ELECTRICAL SERVICE AS REQUIRED �~ HURRICANE CLIPS @ EACH TRUSS as » as (UNDERGROUND PREFERRED) '1 3" Ml l ? X 6 TIMBERS @ 24 O -C, -�--, \ MUFFLER 9 `` - GALVANIZED DRIP STRIP I_F (-� -�- 1 �° MIN --- I I Q)_ _ I " X 6" ' P.T. COVERED WITH ALUMINUM FASCIA, I I Q) - " aa. — VENTED WITH ALUMINUM SOFFIT � - 1 /Z BOLT 16 O.C., 2 -� �5 CONTINUOUS REBAR --�----------_� ..� �111�1--".___ -�--... - 2 x � ALU�t1iNU?�A HATCH COVER AIR RELEASE li W LOCKING HASP VALVE {TYP.} FRi}Prl FLOOR ! ` 2" X 8" P.T. PLATE WITH 1 /Z" BOLT 0 16" O.C. / I I ` LIGHT FIXTURE (SEE NOTE #11) - --�- - i (� INDOOR LAMP ---- SECURE CONDUIT TO WALL W/ BOLT AND U --STRAP - - _ II SET - (SEE NOTE #10) II rGENERATOR 8" X 8" X 16" CONCRETE FILLED LINTEL BLOCK EXHAUST - PIPE EXHAUST` PIPE 6' MIN. ABOVE FLOOTl ( - I I ( MUFFLER 8" X 8" X 16" CONCRETE BLOCK WRAPPED W/ HEAT RE'SIS'TANT INSULATION THROUGH ROOF � 1i I STRIKE HORIZONTAL, FLUSH VERTICIL ECK VALVE: -7/ GH PIPE - � ? -0 MIN��� 13'-8"' f�Illd GATE VALVE, AIR RELEASE VALVE, AND 1 " DISCHARGE --- -_ � � Oi1T�IpC SUCTION GAUGE - �1 -DISCHARGE G UGF -- METER LOCATION y T^ � G � � RECE'PTAGLE � 1 (0 -30 PSI) �j�_._•_t' I (o-150 P,I) WF TWELL I I 1 •I ISI (� �->�.,�r' -_ O 45 DEGREE BENDS � SEAL--- a �_....-._.__._._- ! � TRAP 3� STR. I } PUMP i i �I STAND i 48 ' x 48 - 6" AIR VENT _ Q} I " (I� 6" CONCRETE FLOOR SLOTTED TOWARDS DRAIN ALUM. HATCH BUG .SCREEN �k f DRAIN � � \. I r 1 1 /r REBAR 6" Q.C. Orr --- -"� - - I _JAI3 WAY PLUG VALVE y � -- iI E L EV - --' ~ 12" d —d -3 - -8 d .` .M1.M1�� WALL RECEPTACLE. AMP DISCONNE.T , 18" MIN I REQUIRED ON OUTSL E #6 REBAR 9" O.C. -' "� 12» 006 VI�.�QUEEN � " - ELECTRICAL GROUND 12" THICK GOI�It�R'FTE PAD ==--- -�� f . A 2aa DRAIN TRAP MOISTURE BARRIER SEAL----.-.._� I � tq" INFLUENT -- --- I _ FORCE MAIN (MIN. 0")-\ -f � + �- �i" (� � a � >a �A � " METER (BY POWER 1" WATER LINE __._ ` \ CONDUIT TO RACEWAY I w _ _- _.._ _ I I _ I 1 X 6 _6 MINIMUM -h v Y _ - _ ' j. _ W _� _ _ LIG J CONCRETE SLAB Wj FLOAT SWITCHES AND ACCESSORIES ! 2 - #5 CONTINUOUS REBAR CO. r NOTE' ALL ELECTRICAL CONDUIT. INSIDE BLDG , 6X6 10/10 W.W.F.: � DOUBLE HOLLOW STI. DOOR -W/ CONSOLIDATED ELECTRIC FLAP VALVE • PLUG VALVE LOUVERED AND SCREENED ALUM. (OR EQUAL) BULL 100, MODEL 9r, 'TO BE MOUNTED OVER RAFTERS. THRESHOLD. PROVIDE DOOR HDW. DISCHARGE GAUGE 0 150 PSI PER CITY BUILDING DEPARTMENT. 10 !A. . - - PRE -CAST HEADER.. ABOVE DOOR HIGH WATER ALARM _ JAMB. 10' 1411). TARE -•-FAB CONCRETE PIPE -_ OR PRE --CAST MANHOLE �1 ELEV. N.T. a. >P BOTH PUMIPS OI`I• LEAD PUMP ON ---�—" PUMPS OFF �rS _ » ELEV. C--1 SLUDGE SHOE -- _� _' _ I ELEV. (1" X 3r' INCREASE] \� i L"'` `- / _i_ 6» NOTE: PRE -CAST MANUFACTURER TO PROVIDE ELEV. -__ -loll \ _ -/ (� ADDITIONAL CONCRETE TO COMPENSATE FOR f ! - BUOYANCY QF 't�lETWlELL 12' DIA. #6 REBAR 9" O.C. PRFIL N.T.Q. GENERAL: ITEM: A. CONTRACTOR MUST SUBMIT SPECIFICATIONS, SHOP DRAWINGSS OPERATION AND 1> PUMPS - GORMAN--RUPP T SERIES SELL= -PRIMING CENTRIFUGAL~ WITH MOUNTING ARRANGEMENT MAINTENANCE MANUALS FOR ALL ELECTRICAL, 141ECHANICAL AND FABRICATED AND BASES AS RECOMMENDED BY THE MANUFACTURER, HP, � _ RPDA. COMPONENTS OF THE SYSTEM. OPERATING CONDITIONS: NOTE: THREE (3) OPERATION AND M,AINTENANCE MANVALS 10 BE SUPPLIED BY THE CONTRACTOR. B. WIRING, LIGHTS AND MALI: RECEPTACLES SHALL BE #12 THWN> C. EACH PUMP SHALL BE FURNISHED WITH A PRESSURE GAUGE .(90--150 PSI) ANIS POINT GPM TDH (FEET) MIN. 0.0 D.O.C. 6 MAX. ACCOMODATE SUCH. r • 1.., 4444: > . � - .. , mW Us EOL �Wjocs 99 NORTH OFFICE: SUCTION GAUGE (30-0-30 PSI) AND EACH PIMP SHALL HAVE FITTINGS TOAy A RADIO TELEMETRY AND MONITORING SYSTEM SHALL BE INSTALLED TO CITY OF SNFOR D 6 �YINTER 5PP1HG5, FLOPIUA ACCOMODATE SUCH. SPECIFICATIONS. PH: 407-325--7gg2 , D> AREA SURROUNDING THE STATION AND WVETWELL SHALL BE SODDED AND SUITABLY 4. SURGE CONTROL AND LIGHTNING ARRESTOR :SHALL BE INSTALLED. 2816 PICKFAIR 51PEET RESTORED TO PREVENT EROSION. OPLANDO, FLORVA GENERATOR � PH: 407-8q7-5461 FAX: 407-667--5461 -. - E. A 20 FOOT LONG COMMERCIAL GRADE FIBERGLASS EXTENSION LADDER 'SHALL BE ELECTRICAL: rr jl PROVIDED. _ V. 3 PHASE, 60 CYCLE FOR ,PUMP MOTORS ANIS CONTROLS, 11QV. SINGLE PHASE, 60 CYCLE FOR LIGHTING AND AUXILIARY RECEPTACLES. EACH LIGHT FIXTURE SHALL OPERATE RAKE: MODEL: F� PHASE. 3 HERTZ: 60 VOLTS: —WIRE: 4 RATED: D Y _ KVA RPM9 rCW STAN S > T3UILDlNG: BY AN INDIVIDUAL SWITCH. A MINIMUM OF (2) 110 VOLT WATERPROOF (GFCI) WALL ALL MATERIALS AND WORKMANSHIP SHALL BE INSPECTED BY THE CITY OF SANFORI� RECEPTACLES ARE REQUIRED. SAFETY SHUTDOWN, INDICATING_LIGHTS TO INCLUDE THE FOLLOWING: COOLING SYSTEM: ANIS ALARMS FOR THE FOLLOWING: AND MEET ITS REQUIREMENTS, THE STANDARD BUILDING CODE, THE NATIONAL ELEC- 5. DISCONNECT � A, �_ � Va NEMA 9 AS REQUIRED. BLOCK NEATER 120 VOLT 1500 WATT LOW OIL PRESSURE TRICAL CODE', THE NATIONAL ELECTRICAL MANUFACTURER'S ASSOCIATION, UNDERWRITER'S _ ___ ___ FUEL TANK FUEL LEVEL GAUGE UNIT MOUNTED RADIATOR 40 DEG. C OVER^aPEED LABORATORY AND T°s-IE NATIONAL SIRE. PROTECTION CODE. 6, RACEWAY 6" x S" OR LARGER AS REQUIRED. F ILL/VENT CAPFUELSYS7� FUEL SUPPLY PORT � Mc OVERCRANK HIGH ENGINE TEMPERATURE AUXILIARY / LOW WATER LEVEL / OVERVOLTAGE PAINTING: 7, CONTROL PANEL WITH COMBINATION. STARTERS. '(2)a FUEL RETURN PORT FLEX FUEL LINES ELECTRICAL PACKAGE TO INCLUDE: BASE TANK 10o GAL. SINGLE WALL; INTEGRAL IN TRAILER ELECTRICAL ACCESSORIES; 1. ALL PAINT SHALL.. BE APPROVED BY THE UTILITY DIRECTOR. 8. PULP CONTROLLER — HFO SERIES ,FOR 2 PUMPS, AUTOMATIC ALTERNATION OVER STARTING BATTERY/BATTERIES 12 VOLT STARTING ��� Lj RIDE WITH SIMULATED TEST SWITCH, H.O.A. SWITCH, HIGH ALARM 'AND LOW VOLTAGE (1) LOAD CENTER CIRCUIT BREAKER/ACCESSORIES BATTERY RACK AND CABLES 2 _ A PAINT SHALL. BE APPLIED WITH A BRUSH OR ROLLER. ALL (24 VAC) SENSOR CIRCUIT W/ ELAPSED TIME METERS. 50 'FEET OF ?/OT REQUIRED CABLE VOLTAGE 4REGULATOR 2Y6 (1) AMP PLUG - AMP U.L- VOLT CIRCUIT BREAKER CHARGER TRICKLE 2 AMI. 3. ALL COLORS SMALL BE SELECTED BY THE CITY,9. LOAD CENTER - 120 V, 125 AMP,. INCLUDE 9 -- 30 AMP AND 2 - 15 AMP BREAKERS. START UP AND ON ATE TESTING: CONTROLLER/INSTRUMENT PANEL AC AMMETER, VOLTMETER, 2-1/z", it ADDITIONAL ACCESSORIES. �. EXTERIOR WALLS SHALL RECEIVE ONE COAT OF PRIMER AND TW0 CQATd OF MASONRY 10. VAPOR TIGHT INCANDESCENT . LIGHT WITH ALL WRITE SLOTTED DODGE REFLECTOR. USE START UP NOT TO EXCEED 4 HOURS v AC FREQUENCY METER, _�R I�, , 2-1/2'; .SId ISOLATORS WARRANTY 1 YEAR JLP / PAINT. 120 VOLT SOFT WHITE LAMP. OPERATIONAL TRAINING NOT TO EXCEED 4 HOURS AIA/VM SELECTOR SWITCH, 7 POSITION PANEL ILLUMINATION LIGHTS, AUDlBL ALARM WITH OIL DRAIN LINE 5. INTERIOR WALLS SL -TALL RECEIVE TWO COATS OF UTILITY UNDERCOATER AND ONE COAT 11. OUTSIDE INCANDESCENT LIGHT FIXTURE WITH WALL BRACKETS, 100 WATT. ENCLOSED ACCESSORIES: SILENCE SWITCH O/M !MANUALS SETS OF UTILITY ENAMEL. SILENCER MOUNTING KIT r VOLTAGE ADJUSTMENT POTENTIOMETER OIL PRESSURE, WATER TEMP. GAUGE;. RUNNING TIME OIL INITIAL FULL c ANTI -"FREEZE INITIAL FII! a0/5O 6, P ALL EXPOSED PIPINGS (EXCEPT TAR -DIPPED PIPE),. VALVES, METAL DOOR ANIS PUMP 12. - I N OX INCANDESCENT FLOOD LIGHT WITH SATIN ALUMINUM FINISH MOUNTED ON #5 . CORNER 'BOX, CRITICAL SILENCER METER, UC VOLTMETER SHALL RECEIVE ONE COAT OF. RUST -INHIBITIVE SHOP PRIMER AND TWO COATS OF 150 WATT. AUTOMATIC STARTING CONTROLS, COO! DOWN TIMER, ENAMEL_ (OUTDOORS) OR INTERIOR ENAMEL (INDOORS). EXPOSED TAR -DIPPED PIPE CYCLE CRANKING, OveRVOLTAGE SENSING SMALL RECEIVE. TWO COATS OF ENAMEL (OUTDOORS) OR - IN TEROL ENAMEL (INDOORS). 7, WOOD TRIM SHALL RECEIVEONE COAT OF UNDL RCOATER"'AND TWO COATS OF EX- TERIOR TRIMENAMIEL> 8. CEILING SHALL RECEIVE ONE COAT OF UNDERCOATER. r • 1.., 4444: > . � - .. , mW Us EOL �Wjocs 99 NORTH OFFICE: 210 PERTH COURT * , SUITE 6 �YINTER 5PP1HG5, FLOPIUA 32706-2462 PH: 407-325--7gg2 , FAX: 407--327-5132 SOUTH OFFICE: 2816 PICKFAIR 51PEET OPLANDO, FLORVA .32803-6527 PH: 407-8q7-5461 FAX: 407-667--5461 rr jl II I� I ` �I ---, J, � _ r7 > c_= r )j i1: l ��� Lj LL-:11L—A CIL C �l Saf WORMATM DAIP 01 BCH M9 DRAWN BY: JLP / PROJ`T W. m REV1515 CITY OF SANFORD RGURE 303 n s�a�n ar- irmrn .f'we !n ntNti' eV.9'9n A>ro R'+'P A '�Y'la"TA v f ' I TYP'SEE,NOTE I _ SHEETED TRENCH UNSHEEIED TRENCH , w' i7 -E NOTE, T - {� , Loll lTYP ) UJJPISTu<BED �//l� g- Itr//i: ro 3 !'"/ri „IDES CAN EARTr 3000 P.S.1 : ' li BE TORLIED -H tr-c' f r,O1VGREIE / I �,/{f : L✓/L ti �,? IV-. �.. /,� f BIND C J/$!I 5m "IF- /, >'4NGR£TS_ t LIitJ.>;y r F .. / ROL:1: - a zz /// . ' EARTH CONCRETE ARCM v UUL ENCASEMENT GENERAL HOTES:.. 1. THE. TABLE REPRESENTS THE MINIMUM SEPAIiATIUN 8EGUlRE4EN14 A5 DEscRtBEa IM F.D.E. P. RULES OF THE FLORIDA AOMIHISTRAr1011 CODE - >HE£TED 7H'L/JCH IJHSJ{E.eTED 'TRc..1NJH (F.A.C.). THESE SEPARA HUJI HEUIR&MENT`J SHALL APPLY •BETWEEN 401£Ss HEWS. PROPO"aEO UTILITY LINES AND EXISTIHO OR PROPOSED UTILITY 19' AIJ1. , �A ,.�,- �E NOTE i LIMES. -- YEjF_^rr// // t. _�f, /c�/✓p r/ //,i;� EARTH SHEETING AND: BRACING EXCAVATIONS. - 3. EROS OF ENCASEMETTT ST61L1. PF_ FORHS..9. P.140 CONCRETE CRADLE LOCATrAH SJ'JU, BE INDICATED Oil RECORD i CONCRETE ARCM AND ENCASEMENT DETAILS IIMINIMUM 1 �'NGTH (I'"I') TO BE RESTRAINED INED ON EACH SIDE OF WrING(S). � k -p T ..HILL, V. -t VE618T%mx tz,,J WRIT Z4 ,. AND 24' LLA). FOR PIPE OtAMtTER 24" AND OVER, 2. FOR THE PURPOSE OF THIS TABLE RECLAIMED WATER SMALL MEAN. {{ ir� SUITE b FOR CQHCRETE ARCH. 'THE MIN. WIDTH SH I BE UNRE51MUTED PUUUG ACCESS REU7E WATER, AS UEFINED BY F.A.C. Sim CAN PH: 407-325-7gg2 EQUAL 10 OUTSIDE WANIETER Of "E. 17-810. OTHER TYPES OF RECLAIMED WATER 'ARE CONSIDERED RNO BE FORMED2_ SOUTH OPPICE: 10" REFERS 'Itl THE D1Ah1ETER OF THE FLM SEV ACE AND SEPARATIONS LISTED FOR SANITARY SEWER SHALL APPLY. OPLAN00, PLOROA '-T` - 3. ALL SEPARATION DISTANCES ARE FROM OUTSIDE OF PIPE TO OUTSIDE PH: 407-8q7-5461 3. REFERS .TO THE THICKNESS O3• THE PIPE. OF PIPE UNLESS OTHERWISE SPECIFIED. CRITERION PRODUCING 3fm PSI CUNCn1E 4_. YHE NZE0 FOR CONCRETE ARCH HALF ENCASEMENT GRE OR YUiL ENCASEMENT TR BE OETE91i NED IN THE .. I FIELD AS D{REOTEV BY THE CITY. PLUG OR BRANCH OF TEE UNDISTURUED U,. REFER TO "LECTION 3&9 Of THE IMUTIES MANUAL FOR - -- YEjF_^rr// // t. _�f, /c�/✓p r/ //,i;� EARTH SHEETING AND: BRACING EXCAVATIONS. - 3. EROS OF ENCASEMETTT ST61L1. PF_ FORHS..9. P.140 CONCRETE CRADLE LOCATrAH SJ'JU, BE INDICATED Oil RECORD i CONCRETE ARCM AND ENCASEMENT DETAILS IIMINIMUM 1 �'NGTH (I'"I') TO BE RESTRAINED INED ON EACH SIDE OF WrING(S). � PIPE SI?E 6- 8" 10" 12" 'I6" 20" 24" 30" 3V 90' BEND {{ ir� SUITE b WINTER SPRINGS, PLORIDA 32708 -?462 PH: 407-325-7gg2 45' BEND SOUTH OPPICE: 2816 PICKPAIR STPEET OPLAN00, PLOROA 32603-6827 22--1/2' BEND PH: 407-8q7-5461 PAX: 407-5q7--5461 I 11-1/d' BEND 1 I PLUG OR BRANCH OF TEE NOTES: 1, FITTINGS SHALL BE RESTRAINED JOINT TYPE. 2. INSTALL FULL LENGTH!; OF FIFE WITH TOTAL LENGTH CONTAINING ONLY RESTRAINED JOINTS EQUAL TO OR GREATER THAN LENGTH SHOWN IN TABLE. 3. 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 OUTSIDE LIMITS OF RESTRAINED JOINTS FROM OTHER FITTINGS NEED NOT BE RESTRAINED UNI ESS OTHEMWSE INDICATED. 5. LENGTHS SHOWN IN THE TABLE HAVE BEEN CALCULATED IN ACCORDANCE WITH THE PROCEDURE OUTLINED IN "THRUST RESTRAINT DESIGN FOR DUCTILE IRON PIPE" AS PUBLISHED BY DIPRA, WITH THE FOLLOWING ASSUMPTIONS. TYPE OF PIPE:. WORKING PRESSURE -P.S.0' SOIL DESIGNATION: Y LAYING CONDITIONS:- n 6. FOR PIPE ENCASED IN POLYETHYLENE, USE VALUES GIVEN IN PARENTHESES OR INCREASE THE GIVEN VALUE BY A FACTOR OF 1.5. m TO 3E COMPLETED BY THE ENGINEER RESTRAINED PIPE `I'ADLL CITY OF SANFOP MAY 199' FIG. 104 BLUE PVC WITH WHITE I riTsRIHO 1 OR WHITE FVC WITH BLUE LETTERIITOIR i POTAOLEAT I VAIN MAX. VOTAP,!_E WATER LAM POTA 1) LETTERINO WMIi APPa..AR ON THREE 5) I>TTERINU MV -,T BE P-meARENTLY SIDES Of TriE PIPE AND RIJN THE iMPRZOVATED INTO THE PVC (IT ENTIRE L.E114M OF THE PIPE. CAPD NOT BE STENCILED ONTO THE SURFACE OF THE FIVE. 2) LETTERIW) SHALL HE A HLNIHOSL 3/4 - IN HEIGHT. AND APPEAR ONE OR 4) LETTERU:O 7 ALL BE DVJE Wl WORE TIMES EVERY Z1 INCHES ALONG WHITE FVC OR WHITE ON BLUE THE LENOIN OF THE PIPE. PVC. _ PVC POTABLE WATER MAIN HTS 1 TYPP:A! METAL PIPE -- Z.0" - 4" PIF- - G" TAPE IS CENTERED ALONG TOP HALF OF PIPE r• �i POTAIP E YTAT£R MAIN PVTABRA WATER MAIN. 8" - lo" PIPE _ 0" TAPE IS PLACED ALONG BOTH SIDES OF TOP HALF OF PIPE. ---C- I ;v ..> a i.-;. /.; /.;,r•. :i%7T"i.:../. ZO' AND LARGER PIPE - TAPE IS PLACED ON BOTH SIDES OF THE TOP HALF OF THE PIPE WITH A THIRD STRIP CENTERED ALONG TOP HALF, OF PIPE. - Mn C1:rn StlYr1Ja C"kCl a "S !Y:^" •. i ;4-^•m S#•r4w C:4.... rmAa,T wn vc w;:a F>:trau iBET "araous �+aa oes L7j� tsml MAX_ .._.._[[��••--`'''} T((�'' PER PIP_ ::: LAC VLi`4ETER OLUt TATE WITH BLAdK PERMANENTLY IMPREGNATED LETTERING SHALL. DE USED. THE TAPE SHALL RUN FROM JOINT TO JOINT ALONG THE WIFE• 3T.IGTIL F IRON POTABLE SYArEsFJ P j' WITH IDENP'r1CAT11A TAPE PIPE IDENTIFICAfION I POTABLE~ WATE CITY OF SANFORD MAY 1997 LL -21 1 U r w�FwL / a I . r4 I __3 jGRGE-/,. I'II FYZ iz!A+iTT WHITE WITH OW41A PAMOH®;.PURPLE 9220 PVC- WATERR _ MVM IFCAI'ER li LWI MAX-F"R FORCE ;.Am . � r• 21" MAX. _ J) PAP£ JDENfIFI 1T101 LETTERING 3) LETTERING A MLN. OF 3/4 INCHIN A,FORCE MAIN SEWER FORCE MAIN HEIGHT AND APPEARING HOT LESS 1) LETTERING 514ALL APPEAR ON 3 SIDES 3) LETTERING MUST BE PERMANENTLY U. GRAVITY SEWER: SEWER LINE THAN ONCE EVERY 21 INCH IN 9F THE PIPE AND RUN THE ENTIRE IMPREGNATED INTO THE PVC (1T TERVAL 3NALL RUN THE LENGTH OF LENGTH OF THE PIPE, CAN NOT BE. STENCP FD .ONTO THE 2) THE LETTERIHG SHALL APPEAR ON 3 THE PIPE:SURFACE OF THE PIPE). SIDES OF THE PIPEANDRUN THE - 2) 'LETTERINO SHALL UE A MINIMUM OF . ENTIRE LENGTH. OF THE PIPE. d) LETTERING MUST BE. PERMANENTLY 3/4 INCH IN HEIGHT AND APPEAR 4) LETTERING SHALL BE WHITE OR IMPREOHAIEa INTO THE PVC (IT ONE OR MOHE TIMES EVERY 21 OTHER CONTRASTING COLOR. CAN NOT BE STENCILED ONTO THE INCHES ALONG THE LENGTH OF THE SURFACE). - PIPE: - PVL' FORCE MAIN AND GRAVITY LINES P/C RES WMM WATER -MAN _- flys - NTS TYPICAL METAL PIPE -. _ - TYP`aAL. ANAL ME -^o 4' PIPE - d'TAPE M CEI1TERED ALONG TOP HALF Of PIPE, - y ym,'.: 4' yW ..®' TAn rs GlEwum AJJi'7U IV? nw Ol nve. � •�.. I MYER LINE SEWER UWE /� iMMJJ 9 WATER MAIN RDIMA. 1 WATER iVJN 0' -« TQ" FIFE - B-TAFE IS PL.AGE9 ALUNG UOTH 52DES OF TOP HALF OT' PIPE. V3' 16' PIP£ -: d" TAPE t3 PLACED ALONG FJO7H BIDES Of THE TRP HALF QF PIPE. -. /,7'�;,',-� .,"�'% 1'�.^"�"^�1-""7,]'7.r. ,:i' - 'w.+mwww.ee .weay.es+uvw :•w�tavwty /j� tpwA CR iv-'ui W¢, - : .SG 4c� ij 1. �✓ :�/. ./,� / � . - xv coda rw. NSWt9 •'>�an� c+:wma; 'IR wn % /.j,/ GU' AND LARDER PIPE YAFE IS PLACED ON BOTH $IBES OFTH7. TOP HALF OF THE PIPE - WITH A THIRD STRIP CENTER"- A!DLR} iT}? HALF OF F'vPE. AM >A M •" IM rA PLA4`3fll ON WM =M OF TOP KW lir`M -1 rtvx iii WITH A T"STRIP, OLMMM ALOM TOP KW OF PEP- . _ �.enTrt :xx .arcx use �cTx Ix ' ' / as+.� cv-r�a °� erd c,urm x;+.sw �rav (•% %� PAPER BACKED ADHESTdE VINYL TAPE (TYPrCAL) f� Jz" 1 y ui 'SBL• u� a to 1 N m PER PIPE �- 1zy"- -i TAPE SMALL_.:._ 1 �. r DlA6AET4Fc � 1"•cr��m as l� �v�PER PIPE FOR SLIER LINES TAPE SMALL' BE GREEN TJTFI BLACK Ee.TTERlF10. - �� DIAMETER FOR SEVER FORCE WAIN -- TAPE SWAB BE L.W414 WITH DUWGK LuT1E NU. � //J/ TAPE SHALL. RUN FMI JOINT TO. POINT ALONG TOTE LENGTH OF THE PIF¢ - - PURPLE. TAPE WITH WHITE 0R OTHER COPTTRe13TlCra P£.4'tBAPJ0JTLY DUCTILE IRON FORCE MAIN AJJ GRAVITY L164FREOs`IATED t-RTERBe'U StWr! BE USED, THE TAPE SHALL RUN LEHOTH Of THE PIPE. WTf)i iDERTITWITS QN IAPB DUCTILE IRON RECLAAUM VAT 9 Id�LI?I W1T}i.IdiE FIt~ATIUN TAPE FITS NTS !![PE. IDENTIFICATION PIPE IDENTIFICATION ( SEWER FORCE MAIN AND GRAVITY) (RECLAIMLE) WATERS CITY OF SANFORD MAY 1997 FIG. 106 CITY OF SANFORD MAY 1997 FIG, 109 4' x 4' PRECAST GROUND LEVEL FINI5FIED 00NCRE"TE VAULT -CAST IRON FRAME •� � GRADE36" SQ. AND COVER WITH ACCESS LID. 4" MAX. -� 17-1/4" / ..GROUT lD VINYL CONTINUOUS IDEN'H _ 4AX• 36" FICATION/WARNING TAPE - 'N. PREMOL DED PLASTIC- 1 JOINT FILLER s • �('"UIL� ""--' 'l" VALVE (TVP.) T 5" WALLS (WIN. , / 2" PORT WITH TYPICAL I UTILITY PIPE ) -"""���� i„`. ' �-� THREADED PLUG PIPE PLUGEYP. - ( ) � Gur OUT AND sEAt. J(Plrar 2" NIPPLE ~~ `be �* WITH MORTAR FOR FORCE IAAIN OR WATER MAIN 2" GAT _SEE NOTE 2 VALVE Z" PJIPPLE •- n, , , SERVICE SADDLE �v T_ PER SPECIFICATION FITTINGS'AN0 SECTION =50.5.4 GENERAL 90TES: PIPE FOR A.R.V. SHALL BE BRASS A. ALL UTILITY PIPE, EITHER PVC OR METAL, SHALL BE INSTALLED ',WITH 8 INCH WIDE VINYL cominUoUS T'��•r �C'cOC'1nC(- '1. TAPE, FOR IDENTIFICATION AND WARNING PURPOSES,., BURIED ABOVE THE PIPE AT A MAXIMUM DEPTH - - - DEPTH OF 18 INCHES OR AS APPROVED BY THE CITY. If SHALL BE COLOR COL'ED AND WORDED AS FOLLOWS: BEDDING ROCK 1. POTABLE. WATER Z. GRAVITY SEWER - - 6" x 16" REINFORCED A. COLOR: BLUE WITH BLACK LETTERING, - A. COLOR: GREEN WITH BLACK. --MERINO. - CONCRETE FOOTING. - D. LETTERING: "CAUTION: WATER LINE 0. LETTERINC: 'CAUTIOII: SEWER LINE (INTEGRAL WITH PRECAST BURIED omove on SIMILAR WORDING. - - BURiE9 BELOW" OR SIMILAR WORDING; STRUCTURE) 2. RECLAIMED WATER A. .SEWER FORCE MAIN A. COLOR:PURPLE WITH WHITE LETTERING. - A. COLOR: BROWN WITH BLACK LETTERING. D. LETT£RBJG: "CAUTION: RECLAMED WATER - B. LETTERING: 'CAUBON: SEWER FORCE - LINE BURIED BELOW' OR SIM RR MAIN BURIED BELOW' OR S141LAR 1.- ABOVE ME 1& 19 PASO ON $ RLICIJ ommmi ILTN�A�s1RFP.1 r6LuT.- WORDING. WORDING. :tn VA-IVL CIiyT,3JRZ F ojo V�TTPSXJS. AY U112m WAVE :F 9` P5'd1. TTP'!s"aY, WLI.Vs 790 m Em 9ViT ZRI_ bkW B't TlW AM APPR+,PJU BY TIM L9TY FSITO D. A COLOR -CODED 14 GAUGE CONTINOUS INSULATED LOCATING WIRE SKAL L DE INSTALLED ALONG ALL TP S PRESSURIZED NON-METALUV,MAINS. THE WARE$ $HALL DE LOOPED AND TIED TO ALL VALVE BOXES. - 3. lltl: �U21"TTP MM TW 17P P ToFITa1 1�0 MM (SEE FIG. 400) SHAJ,t. W 4.0 FEET. S. ALL Wt11JtW1A*33', TO BE TYJAFFTO %AKIN4 W1TY . UfIIJTY PIPE IDENTIFICATION .EVARNING -1QATERIAL AIR OR COk4 1INATION: &R �iACl7LIIAA " srvER P39upu WATER,. AND RECLAIMED WATER RELEASE VALVE •DE'R'AIL CITY OF SANFORD MAY 1997 FIG. 1 1 1 CITY OF SANFORD MAY 197 FIS, 112 DATE APPROVED UTILITY- STANDARD DETAILS NORTH OPPICE: 218 PEPTH COUP? : SUITE b WINTER SPRINGS, PLORIDA 32708 -?462 PH: 407-325-7gg2 PAX: 407-327-'5132 SOUTH OPPICE: 2816 PICKPAIR STPEET OPLAN00, PLOROA 32603-6827 PH: 407-8q7-5461 PAX: 407-5q7--5461 I II � li 4r� I� uj J h . = �i �� L jL fC�f (I I �• 41 ,'a 1'. �L �, - L , C. - "FEET NORMATION DATE 01 MARCH •I MA I BY- I PITON Imo: 9"1 P ALL LETTERS 2" It HEIGHT WITH 3/4" SPACING BETWEEN ROWS IRRIGATING WITH ," .J 3/4" -RECLAIMED ECLgiMED I 1z WATER IF -DO DRINK ! !i 1 1/2" - ° " .} So- MAX)( / t 1/4 J 1/2" BORDER ° I NOTES: I. HEIGHT OF SIGN WILL DEPEND Oil LOCATION AND SURROUNDING LANDSCAPE PLANT TYPES. IN ALL CASES, THE SNGN SHALL DE VISIBLE TO THE PUBLIC. Z. BACKGROUND 5HAU BE PANTONE PURPLE 522C, LETTERS. SHALL BE WHITE. - 3. ENOWEERING GRADE REFLECTIVE LATERLALS SHALL BE USED. A. POST SHALL BE U CHANNEL 12 FT. 2 LD. HOT ROLLED HIGH TENSILE RAIL OR BILLET STEEL, HOT DIP CALVAN17.ED PER ASTM A-123. r, MOUNTING HARDWARE SiIALL DE STAINLESS STEEL. B. Sti:NS SHALL R£ PLACED BY THE CONTRACTOR IN ACCORDATICE WITH THE CITY APPROVED ENGINEERING PLANS AND/OR AS APPROVED BY THE DIRECTOR. RECLAIMED WATER IRRIGATION SIGN City OF SANFORD MAY 1997 FIG. 114 RAISED 1-1/2" LETTERS FLUSH WMI TOP OF COI" "SANITARY" OR "STORMIA AS APPUCABLE PLAN 'CITY OF SANFORD' FOR CITY MAINTAINED FACiUTIES ONLY 5 NON -PENETRATING PICK HOLES ALL COVERS USF "AS" OR EL?UAL, 14ACHiNED MATING \ fi SURFACES t 24" a 3/B" 1-1/2" MIN, i " I 4-3/4" k9Ji•1. MANHOLE FRAME! USF "227" INLET FRAMES USF "1'x93" OR EQUAL. E'L.�VA17�i�I '1L STANDARD MANHOLE FRAME AND COVER CITY OF SANFORD MAY 1997 FIG. 202 II{.Jaa GGQQQQaa QO N�auaQaQaQQu na. QacQQQQQQQna .IaQQaQaaanGQ QQQaGnaonnnG 1 L RECLAIMED 110 cl wTrY E Uau�OQO n oria' OQ 1:100000a Qa U 00G000 Q' vQ00000000" a a -00000000" a000aQrjQQa aGaGd`i�� ananaaori \ GGGG El 0Q 13 G GGCl EIGQ uGu u Ga Qa a a a Q a Q as aaG aaa aaa 5LWER. von ODU aaQ O n (r.)n Qa GU a aa11 �]QaaaQeQaoa \[aQ O a a a n n n. . �. '\{JG G G GaG RECLAIIAE'O 'WATER _,EWER rlJ a Q��� GQ a0b, It BaaaQ�n�QQa CI as Cl G a a a a U 0 a 000a 100000,10 a Qn aaau r s w�?QQQQQ POTABLE VIATER NOTES APPLY TWO COATS OF EXTERIOR ENAMEL PAINT: PURPLE - RECLAIMED WATER GREEN - SEWER ' BLUE - POTABLEWATER TYPICAL VALVE ,BOX COVER DETAILS ) GI TY OF SANFORD MAY 1997 FIG. 115 SET TOP OF VALVE BOX --- COVER (SEE FIOURiE 113) AT FINISHED GRADE _ CONCRETE PAD IN UNPAVED AREAS FINISHED GRADE (`L'E FIGURE 107) '�- -- - - ADJUSTABLE CAST IRON VALVE BOX SEE NOTE 2 - BOX SHALL REST ON BEDDING ROCK, NOT MJ, PLUG VALVE - ON VALVE OR PIPE AND 314.ALL BE 5T1tF36Fa.JT! _ x CENTERED ON �, ���';�,� oPERAnNc Nur cam 14 QAVW,tf Pm C C we rh.tL>,i"'tJ.t, r` r.hL{_ �'�ig14tOlf it( WASTEWATER - o" BEDDING ROCK FORCE MAID{ NOTM- 1. PVC EEXTEN'310145 MAY BE USED ON VALVE UOX IN43T.AiLLATION. 2. THE ACTIJATIIIG NUT FOR DUPER VALVES %ALL HE EXTENDED TO 'HJT rRN 4 TOUT DERTI•I 41DW FIN13HED GRAM. PLUG VALVA: AND BOX DETAIL CITY OF :SANFORf3 MAY 1997 FIG. 203 A TLNI S 39110LIMITS OF SITE TO of CY."i amm `SLAB - DEDICATED 70 CM OF SANFORD TO wITHiN 3" OF FENCE l �IANDSCAPED AREA (3' MiN) MIN.' � CHAIN LINK �jC X FE E----._ - RTU ANTENNA PER 5ECitOSECTION22.3.1U � - � - AND 40.4 OF iE MANUAL � (SEE. FIGURE 3 4) �'.�. I ✓ u � I VALVE VAULT . WET WEL-6 (EEDTISEL $' MIN SDETAILS) r 1 ' X �� • � ''=-`su �- � (� <�,, I 51 T__~ : 1� (T WIDE- -"�---HOSE 6196 © GIT. o CONCRETE ��a ? 1" WATER SERVICE �I v' MIN. -p '5' SIDEWALK m ° /I1 < ice+�L+ -'"..ice_'-'-,."' 2 -- B .SWING GATE -v o O v J o /J mix BACK OF CURS T�r. I i \--WATER METER 4' NIP/ STREET LIGHT spa /y 6 C/L -" PUr3IC RNV! U jTFL33 DIMENSION SHALL DE PPJJ (' EQUAL TO THE DEPTH OF THE W.11 Y(EILIL. 51 000E r NOTES: 00 0 r3>i . t; 1. DRIVEWAY A140 APRON SHALL BE SIX (6) INCH THiGK, SOW r'. S.t. 'CONCRETE. 2. POWER TV THE PVAIN SIA110N SHALL BE THROUGH VNDERCROUND CONDUIT FROM SUPPLY .SOURCE IN RIGHVOF WAY. sl ry 3. L.NDSCAPINO SHALL BE REQUIRED AROUND PERIMETER, J //�� ( S7J Y�v� 4. DEVELOPER SHALL INSTALL AN AUTOMATICALLY CVWYROt! r0 SPRINKLER SYSTEM tjj31� '* FOR LANOSC:.NINO_ RECLAIMED .WATER SHALL 9E USED WHERE AVAUBLE D- Ei:LxtlrEER SIAL! PEWME A 2C.MAM (1." 20' SPH.) }� $ITE SPECIFIC DETAILQRAWINC rA1Au A is OF SANFORD MAY 19FIG. 207 CITY OF SANFORD MAY 199 t FIG. 300 I i i - d!' BLACK 5TEEL Will. comnum. PRIMEa ANDT4 1 AINTED OSHA YELLOW2 COATS) AYS t i FINISHED ORADE ---tiT-- rr a _ 23" Uai'L. MIN. NOTE: SITE LOCATION AND THE DEVICE TO HE PROTECTED MAY REQUIRE A LARGER DIAMETER PIPE AND CONCRETE ANCHOR. BOLLARD CITY OF SANFORD MAY 1997 FIG. 115 - TROwEL-•FiHiiNED ' GVIICRETE biNu CHI. `�J W! RETE CASE - - �' SZ? MANHOLE COHW?'CTirJH FORCE '+18.1@1 m!A!f{IOLE HER O �TH..KL_3S INCHES I, (. J DIXIETER H_LGrT (FEET) MATERIAL AANJFACPJRE (INCHES) ll 17-t2 193-24 - 5 d-35 48-53 i i I df-dd WALL -•- � �FRALIES BEDDED IN ISORTAR OPLANPO, FLORIDA 32603--0627 ELEVATIONS SHOVER D1 -�� / UNPAVED AREAS. f7�' f w $ ��- R//i`�' 2 .COURSES OF CRICK (MOL) - i �o' n 'InY'A a ,- a� X--"'���-a aJ+Jrrs�s (slaw..) j �:,Nno_. �tiQwti ra ;;G.wER INLET CONNECTION AS, REQUIRED r ,a f 71-$" MIR. ea SEND - Z. DROP CONH4fRDN5 ARE REUDIRE i WH:H'L_M INVERT Or INFLUENT SEWER tS Ze _ 5" � r LH�ADE WALT--- OVMT E WALL OR HORS AEOVE THE [WERT Or THE lM iHOL.E. SEE IdAN OME CONNECT"AN DETAILS. nITUMIWVS EFOXY COATITI ( _ r r 5" MIN. - p .. PRN-FRLIJED 3r./iriT SV ACS ,rp.LRpfS..TH�,�ptpgjl. S. APPROVED CONCENTRIC COHE DESIGN MAY DE USED. AS AN ALTERNATIVE. . EACH BENCH WALL SHALL BE A MIHNDIUM OF 9] INCHES LON9 FROA THE WALL OF PERSPECIFICATIONS4'-D" (SFr NOTE ,3) *d BY. _ PY / SRR - I COLLAR ENCA7W IN NON-SHRIHX CRODF p _ p j 80 NTP JAFACES - - FLUSH WITH MANFPJLY \ THE MANHOLE TOWARD THE FiUIICR. WALL (SEE NOTE 2) I VEWL DETAIL FOR 24' DIAMETER SEALER WJOINT PRUTECTI`/E". WRAPPER �---I-- CEILCHiNO PER 3PEGFP•,AT1filiS -..� � ,] �„ p ia II (wRAPPr"A i0 - S'rAINLES3 STEEL --- BAND PVC OR DIP �\ 1 REIKORCEMEPIT AND OODIT7CINT .T^r %' �� `�tH� T1N+LP},�D Yi1TN 'SO'J£,fZE•-OVt' II{.Jaa GGQQQQaa QO N�auaQaQaQQu na. QacQQQQQQQna .IaQQaQaaanGQ QQQaGnaonnnG 1 L RECLAIMED 110 cl wTrY E Uau�OQO n oria' OQ 1:100000a Qa U 00G000 Q' vQ00000000" a a -00000000" a000aQrjQQa aGaGd`i�� ananaaori \ GGGG El 0Q 13 G GGCl EIGQ uGu u Ga Qa a a a Q a Q as aaG aaa aaa 5LWER. von ODU aaQ O n (r.)n Qa GU a aa11 �]QaaaQeQaoa \[aQ O a a a n n n. . �. '\{JG G G GaG RECLAIIAE'O 'WATER _,EWER rlJ a Q��� GQ a0b, It BaaaQ�n�QQa CI as Cl G a a a a U 0 a 000a 100000,10 a Qn aaau r s w�?QQQQQ POTABLE VIATER NOTES APPLY TWO COATS OF EXTERIOR ENAMEL PAINT: PURPLE - RECLAIMED WATER GREEN - SEWER ' BLUE - POTABLEWATER TYPICAL VALVE ,BOX COVER DETAILS ) GI TY OF SANFORD MAY 1997 FIG. 115 SET TOP OF VALVE BOX --- COVER (SEE FIOURiE 113) AT FINISHED GRADE _ CONCRETE PAD IN UNPAVED AREAS FINISHED GRADE (`L'E FIGURE 107) '�- -- - - ADJUSTABLE CAST IRON VALVE BOX SEE NOTE 2 - BOX SHALL REST ON BEDDING ROCK, NOT MJ, PLUG VALVE - ON VALVE OR PIPE AND 314.ALL BE 5T1tF36Fa.JT! _ x CENTERED ON �, ���';�,� oPERAnNc Nur cam 14 QAVW,tf Pm C C we rh.tL>,i"'tJ.t, r` r.hL{_ �'�ig14tOlf it( WASTEWATER - o" BEDDING ROCK FORCE MAID{ NOTM- 1. PVC EEXTEN'310145 MAY BE USED ON VALVE UOX IN43T.AiLLATION. 2. THE ACTIJATIIIG NUT FOR DUPER VALVES %ALL HE EXTENDED TO 'HJT rRN 4 TOUT DERTI•I 41DW FIN13HED GRAM. PLUG VALVA: AND BOX DETAIL CITY OF :SANFORf3 MAY 1997 FIG. 203 A TLNI S 39110LIMITS OF SITE TO of CY."i amm `SLAB - DEDICATED 70 CM OF SANFORD TO wITHiN 3" OF FENCE l �IANDSCAPED AREA (3' MiN) MIN.' � CHAIN LINK �jC X FE E----._ - RTU ANTENNA PER 5ECitOSECTION22.3.1U � - � - AND 40.4 OF iE MANUAL � (SEE. FIGURE 3 4) �'.�. I ✓ u � I VALVE VAULT . WET WEL-6 (EEDTISEL $' MIN SDETAILS) r 1 ' X �� • � ''=-`su �- � (� <�,, I 51 T__~ : 1� (T WIDE- -"�---HOSE 6196 © GIT. o CONCRETE ��a ? 1" WATER SERVICE �I v' MIN. -p '5' SIDEWALK m ° /I1 < ice+�L+ -'"..ice_'-'-,."' 2 -- B .SWING GATE -v o O v J o /J mix BACK OF CURS T�r. I i \--WATER METER 4' NIP/ STREET LIGHT spa /y 6 C/L -" PUr3IC RNV! U jTFL33 DIMENSION SHALL DE PPJJ (' EQUAL TO THE DEPTH OF THE W.11 Y(EILIL. 51 000E r NOTES: 00 0 r3>i . t; 1. DRIVEWAY A140 APRON SHALL BE SIX (6) INCH THiGK, SOW r'. S.t. 'CONCRETE. 2. POWER TV THE PVAIN SIA110N SHALL BE THROUGH VNDERCROUND CONDUIT FROM SUPPLY .SOURCE IN RIGHVOF WAY. sl ry 3. L.NDSCAPINO SHALL BE REQUIRED AROUND PERIMETER, J //�� ( S7J Y�v� 4. DEVELOPER SHALL INSTALL AN AUTOMATICALLY CVWYROt! r0 SPRINKLER SYSTEM tjj31� '* FOR LANOSC:.NINO_ RECLAIMED .WATER SHALL 9E USED WHERE AVAUBLE D- Ei:LxtlrEER SIAL! PEWME A 2C.MAM (1." 20' SPH.) }� $ITE SPECIFIC DETAILQRAWINC rA1Au A is OF SANFORD MAY 19FIG. 207 CITY OF SANFORD MAY 199 t FIG. 300 I i i - d!' BLACK 5TEEL Will. comnum. PRIMEa ANDT4 1 AINTED OSHA YELLOW2 COATS) AYS t i FINISHED ORADE ---tiT-- rr a _ 23" Uai'L. MIN. NOTE: SITE LOCATION AND THE DEVICE TO HE PROTECTED MAY REQUIRE A LARGER DIAMETER PIPE AND CONCRETE ANCHOR. BOLLARD CITY OF SANFORD MAY 1997 FIG. 115 - TROwEL-•FiHiiNED ' GVIICRETE biNu CHI. `�J W! RETE CASE - - �' SZ? MANHOLE COHW?'CTirJH FORCE '+18.1@1 m!A!f{IOLE HER O �TH..KL_3S INCHES I, (. J DIXIETER H_LGrT (FEET) MATERIAL AANJFACPJRE (INCHES) ll 17-t2 193-24 - 5 d-35 48-53 SPAR1E°1NULi 218 PERTH COUPT * SUITE b - df-dd WALL -•- _ ___ �FRALIES BEDDED IN ISORTAR OPLANPO, FLORIDA 32603--0627 ELEVATIONS SHOVER D1 -�� / UNPAVED AREAS. f7�' f i MANHOLE. FRAME COVER SPAR1E°1NULi 218 PERTH COUPT * SUITE b - (Sm FIGURE 202) WALL - 4S _ VA COPE, F.TYSH !H ----- VAYED AREAS ilk AT �'�. �FRALIES BEDDED IN ISORTAR OPLANPO, FLORIDA 32603--0627 ELEVATIONS SHOVER D1 -�� / UNPAVED AREAS. f7�' f "ta; ';' ��- R//i`�' 2 .COURSES OF CRICK (MOL) - NOTES: f r t Til is o'vR s>rE s" Tir�r 2a". SEE 3ECTtOT ZO.A.s as � 'InY'A X--"'���-a aJ+Jrrs�s (slaw..) I �:,Nno_. �tiQwti ra ;;G.wER INLET CONNECTION AS, REQUIRED r 11 -DROP PIPE (SEE NOTE 1) MANUAL FW HRUil MAMETLR FOR S WE,RS. LARQEI1 THAN Z4'- 71-$" MIR. ea SEND - Z. DROP CONH4fRDN5 ARE REUDIRE i WH:H'L_M INVERT Or INFLUENT SEWER tS Ze _ 5" 2 r LH�ADE WALT--- OVMT E WALL OR HORS AEOVE THE [WERT Or THE lM iHOL.E. SEE IdAN OME CONNECT"AN DETAILS. nITUMIWVS EFOXY COATITI ( _ r r 5" MIN. - p .. PRN-FRLIJED 3r./iriT SV ACS ,rp.LRpfS..TH�,�ptpgjl. S. APPROVED CONCENTRIC COHE DESIGN MAY DE USED. AS AN ALTERNATIVE. . EACH BENCH WALL SHALL BE A MIHNDIUM OF 9] INCHES LON9 FROA THE WALL OF PERSPECIFICATIONS4'-D" (SFr NOTE ,3) *d BY. _ PY / SRR - I COLLAR ENCA7W IN NON-SHRIHX CRODF p _ p j 80 NTP JAFACES - - FLUSH WITH MANFPJLY \ THE MANHOLE TOWARD THE FiUIICR. WALL (SEE NOTE 2) I VEWL DETAIL FOR 24' DIAMETER SEALER WJOINT PRUTECTI`/E". WRAPPER La4TRHOLG RTl.61ViN9 FTOFIL'E' ,L+ARM Dt-3.ORALiSE SHALL HAVE AN 9iRSFC°.t.9 '� i AS 3S°ECiFTiD W 3EtXtIG'r'L 42=2.,2 OF THE Ui'ILHTEXI LAWAAL., CEILCHiNO PER 3PEGFP•,AT1filiS -..� � ,] �„ p ia (wRAPPr"A i0 - S'rAINLES3 STEEL --- BAND PVC OR DIP �\ 1 REIKORCEMEPIT AND OODIT7CINT .T^r %' �� `�tH� T1N+LP},�D Yi1TN 'SO'J£,fZE•-OVt' A �`.g;xjEr.LE-NJY DETAIL 70 BE D£a' 3NED 9Y `� OUHHECTOR 1 STANDARD PRECAST MANHOLE i PIPs CONNECTION II NOTES: THE ERW'.IP_ER ANDD"_ wIlP. - . INFLuof tmvw?. APPROVED BY THE CITY. T-.;![ __T _ - 3, AN QUTs1DE DROP CONNECTToll SHALL BE RLOVIRED FOR ALL INFLUENT V115PA --- 9 -- --119^!1-'- �ANHQLE CONNECTION DETAILS • o rr�.1 - BEDDlt:O ..O ".. ". 2 -PENH _ CA,T-LN^PLACE I PRECAST en'OL:Y3URLHL CONCRETEBASE&ASE TYPICAL MANHOLE CITY OF SANFORD � MAY 1997 FiG. 200 PROPERTY CONCRETE BOX WITH - UNE TRAFFIC TYPE CONCRETE ._." COYER _ PROPERTY (RIGHT-OF-WAY. YtIWttO FRTt11�... P R SWITCH FURNAS OOEL� RES�V E LL(( PUMP STAHOW� B9vlB3L OR APNRVSEO EULJAL) 2" gjgga,tITC itss, OR -r` fl-- 2" CAP (MIN) ftE31U�. I ! BRASS SHUT 07 BALL VALVE I �r VBtO,VE'3 PAD Flit 4�Z �"°(j .." MIP! PEE-�..i_. � � � t CAST IRON PR-L I I VALVE DVX SS$SURRE ARA» DRAIN VALVE OAUOE 2"I ROSS 2" MIN DIA PIP£-. J-- I BALL CHECK vE (FULL FLOW)'_ \ I . I °• BPA53 HORIZONTAL _ E. A01S MODEL ♦ FLANCED TEE I CAPE VALVE HZ143 FLO- AAA tC FLANGED) OR APPROVE QUA! INFLOW ', • Ci LUYr I � 1 . FULL FLOW PLUG VALVE MOUNTED I GOWNWREAM WITH 2" SQUARE ACTUAPHO NUT (OEZURIK" MODEL HU. 32: OR AN APPROVEO EQUAL) . NOTE: DIMENSIONS WILL VARY ACCORDING TO UNE SIZE. _ THIS DETAIL IS DIAGRAMMATIC ONCE. ARRANGE PIPING TO PROVIDE READY ACCESS TO ALL COMPONENTS. ALL ITEMS SHALL BE RIGIDLY SUPPORTED. PRESSURE~ SWITCH DETAIL CITY OF SANFORD MAY ..1997 FIG. 305 PRODUCTS AND MATERIALS: A. PIPE OWESHALLHE SCHEDULE 40 PVC SOLVENT WELL) PIPE CONFORMWO TO And 917B4 AND D1703. - - U. EITD)fTi✓ .-'FNTTNOS STAR, BE Or THE DRAIN 7IA5TC AND VENT TYPE WITH SOL- baw WELD CVATHECT1oNS. FTRDNOS %Ut CONFORM 70 A$TM F34a. 72438. AND D3036 C. FVC Ct. ,AHERt PROBER ANDAU -.i, SEPARATE i B.EkNER NRDFER AND GLUE SPALL Bt. USED FOR .THE. - 5GLlEiiT WEIR ANI! LOTTd07YY! TO AST!! DESITNTATtON 03954. INSTALLAFION DETAIL!x: ILLUSTRATED BELOW ARE SPECIFIC DETAILS FOR THE INSTALLATION OF THE. NEW SANITARY 5E"nER LATERAL. FOR CONNECTION TO THE VACUUM SEWER SY4TEM. - ,,... rte. _-i.a jI-- --I" -7gAV'rr YEW L t_ C.O. C.0. .a✓ `6AZ'IKVS. 71Gi %>%TdTi L----- `3_---- - J C 0 -- °P.AHT.._� 8011 Ws1w65"wj_.._"'__`.•- (u$ proA no PAM A" SSA9TyFs 9RH-CVT WOt V Mf R ( , '- srcrax nr Yati;:.at rani TYPICAL SERVICE CROSS-SECTION 4' VIA 0' LOW 3700L PIECE WTTH I/TJ' STAINLESS STEEL L1E'5T1 PUSH WARD CHT !TEND 80' SON) - 4" FVC RISERn�V_ A" PVC C.O. THREADED CAP 5:i -'Yn. {✓`,• .is' SEND: STRUCTUREY 1,.. . TEE DWY.". /' \ WYE: 4" UN 40 PVL, C.O.-JJJJfff �= TYPICAL SERVICE VENT AND CLF "-OUT DETAIL VACUUM SEWER SERVICE L ATE'RAL SPECIFICATIONS CITY OF SANFORD MAY 1997 FIG. 205 SET TDP OF VALVE BOX -. TO FINISHED CRAVE W FFINISHEDr rRAD -� SEE NOTE 2 - R:SIL LENT SEAT 41. J GATS VALVE ` WATER. MAIN CONTINUOUS COLOR CODED 14 GAUGE INSULATED COPPER - COVER (SEE FIGURE 115) CONCRETE PAD IN UNPAVED AREAS SE FIGURE E URE 107 ) ADJU;TABLE GAS'T IRON VALVE BOX \ -BOX SHALL REST ON BEDINNU ROCK NOT ON 'LVE OR PIPE AND .SNAL! BE CENTERED ON rYC.tr >ir OPEERATiNG NUT t _ -6" BEDDING ROCK NOTES: !!! 1. PVC EXTENSIONS MAY BE USED ON VALVE BOX INSTALLATION. 2, THE ACTUATING NUT FOR DEEPER VALVES SHALL TSE EXTENDED TO WiTHIN 4 FOOT DEPTH BELOW FINISHED GRADE. CATS 'VALVE AND +003( DETAIL CITY 'OF SANFORD MAY 1997 FIG. 400 UTILITY STA TEE WHIMMAlt P"CUCH SPAR1E°1NULi 218 PERTH COUPT * SUITE b WINTER SPONGa, FLORVA 32703-2482 WALL FAX: 407-327-5132 INFLUENT SEWER 2816 PICKPAIR STREET OPLANPO, FLORIDA 32603--0627 PH: 407--(5q7-5461 FAX: 407-c3g7-5461 ----1 C.9 IGRETE EF.'CASENE#IT I 8r VIERWAL PIPE " INLET CONNECTION AS, REQUIRED 11 -DROP PIPE (SEE NOTE 1) bJU) Tr ea SEND .-�• I - MIDARD DROP DETAIL - PRECAST _, r 1 MM011OLE D FE, 01 MARCH *d BY. _ PY / SRR WALL I COLLAR ENCA7W IN NON-SHRIHX CRODF - - FLUSH WITH MANFPJLY \ PVC OR DIP WALL (SEE NOTE 2) I VEWL DETAIL FOR 24' DIAMETER PIPE AND LARGER PRECA37 w LLOLE S'rAINLES3 STEEL --- BAND PVC OR DIP �\ 1 y STEEL A CLP :. .. RESILIENT OUHHECTOR 1 STANDARD PRECAST MANHOLE i PIPs CONNECTION II NOTES: 1. DROP PIPE- AND FYRTRP3S SHALL BE OF EQUAL 3ME AND KATERSAL AS TNS 4 - . INFLuof tmvw?. 2. THE CITf MAY APPROVE ALTERNATE 'RATERTIDIff CWIiECTNON DETAILS FOR � VUNNECTTUN. Or 24" DIAMETER PIPES AND LARGER, - 3, AN QUTs1DE DROP CONNECTToll SHALL BE RLOVIRED FOR ALL INFLUENT V115PA HAVE AN INVERT Z4" OR MORE' ABOVE THE OIJTFUDW PIPE INY•*_.RT. �ANHQLE CONNECTION DETAILS I CITY OF SANFORD _T MAY 1997 -FIG. 201 CAUTION MOD! fl,CATION OF THESE DETAILS BY NON"CITE' OF SANFORD PERSONNEL, o'tHER THAN HE: FILLING IN OF BLANK INFORMATION LOCATIONS, SMALL RESULT IN THE WITHDRAWAL OF THE UTILITIES IES LDERAR I MENT"S APPROVAL OF TIME SUBJECT ENGINEERING PLANS. 'mA I 9 NO H 9 ul im J6 T WHIMMAlt P"CUCH NDTT, I k, Jtr'f ICG. 218 PERTH COUPT * SUITE b WINTER SPONGa, FLORVA 32703-2482 PH: 401-325-7gg2 FAX: 407-327-5132 i IFI,lE' SOUTH JF" . 2816 PICKPAIR STREET OPLANPO, FLORIDA 32603--0627 PH: 407--(5q7-5461 FAX: 407-c3g7-5461 -- ii r T7 bJU) Tr __3 I V_ VCE _, r 1 SWET NFORMATM D FE, 01 MARCH *d BY. _ PY / SRR PICOT X10: VTUT T ANDARD DETALS VALVE PAD IN COVER (SnZ FIGURE I 15) UNPAVED AREAS /_ (SEE FIGURE 107) /--FINISHED GRADE RACKFILL -ADJUSTABLE CAST BUTTERFLY IRON VALVE BOX VA LVE &`&V t V UNDISTURBED 13EDDING ROCK EARTH MUTES: 1. PVC EXTENSIONS MAY BE USED ON VALVE BOX INSTALLATION. 2. ALL WATER SHUT -OFF VALVES SIXTEEN (16) INCHES AND LARGER SHALL BE BUTTERFLY VALVES. SEE SECTION 52.3 OF THE UTILITIES MANUAL. BUTTERFLY VALVE AND BOX DETAIL CITY OF SANFORD I MA' NOT 24' SQUARE tVID -3' THICr REIK- ,QPOED CONCRETE SHEAR PAD. (S�_ NOTE 2) 2 - 94 AT 9' O.C. ALL AROUND COMPACTED BACKFILL 37-F NOTE m�ld -PUMPER NOZZLE FACM STREET 14 r III mill, W j Ffivain ANCIMdHO TEE 61 PIPE RESILIENT SEAT CATE VALVE AND BOX MECHANICAL JOINT (S-= FIOUPE 400) WITH RESIRAINERS NOTES., 1. FIRE HYDRANT SHALL BE SUPPLIE� WITHOUT A WEEP HOLE, OR WITH A PERMANENTLY PLUGGED WEEP HOLE. 2. THE DEVELOPER SHALL INSTALL -THE SHEAR PAD RECESSED 6 INCHES BELOW THE FINISHED 6RADE AND '300 THE RECESSED SECTION, 3. CLEARANCE BETWEEN BOTTOM OF BOLTS AND TOP OF SHEAR PAD $HALL BE A 12 INCH MINIMUM. 4. FIRE HYDRANTS SHALL BE MUELLER A-423, AMERICAN DARLING B-84, KENNEDY KBIA OR CLOW MEDALLION F-2545. 5. FIRE HYDRANIS SHALL BE IDENTIFIED IN ACCORDANCE WITH SECTION 52.7.5 OF THE UTILITIES MANUAL FIRE HYDRANT ASSEMBLY DE-fAIL CITY OF �;ANFQRD 1997 FIG,_ 402 TRAFFIC COVER WHERE REO'D. DOUBLE METER WX (18" x 24- MIN.) FINISHED GRADE 2- GATE VALVE 2" OW BEND 2" 90P BEND RESTRAINED JOINT DUCTILE IRON 6" BEDDINO ROCK WATER MAIN TAPPED CAP P40TES: 1. aL 2 MM PIPE APID FITTIM-3 SH "I BE SCHEDULE 40 GALIMAN151ED 3nEL OR FIR M- WMd THRMSID (NPT) JOINTS. USE TEFLON TAPE ON joigm 2. COLOR SHALL BE APPROPRIATE FOR USE. BLOWOFF VALVE DETAIL A CITY OF SANFORD MAY 1997 FIG. 403 RIGHT OF WAY LINE DYPAsS - FLANGED TEE (2 REQUIRED) MATERIAL BETWEEN PIPE AND CUWAETE VEAD 4 CONCRETE SLAB WITH NO. d 4 6, W 10 . W 10 WIRE WES ...................... F ROU MAIN THRUST COLLAR IN BOGGED TO . 90' BEND OR RESTRAINED TO VALVE AS REQUIRED BY THE Crre LOTS (typ.) SERME (TV.) -1 SurmE (TV.) LINE rm") SEWER MAIN rl EANOUT I A 4' WATER MAIN (MIN,) 14' FIRE WORAW P.TtIW13 AS ASSEMOLY REQUIRED (TV.) (SEE NOTE 1) RIGM OF WAY LIN E SEPARATE TER CURB BOXES WATER MA (TYP.) SIDEWALK C170.) RIGHT OF WAY LINE 1, ANCHORINO TYPE 90' BEND SHALL ONLY BE USED WHERE RIGHT - OFF -WAY CONSTRUCTION WILL NOT ALLOW INSTALLATION OF A STRAJIGHT ASSEMBLY. TYPICAL SERVICE LOCATIOW WAIL CITY OF SANFORD MAY 1997 FIG. 404 VARIES UNITS OF U1BtTrf EASUENY COWRETE SIAS fvv" a -u- MIN. WPM STRAINER (SEE NOTES 9-110� NVIM 210, MIN, %,Q, MIN. I. ALL PIPE AND FHNHG3, MATERIALS, LABOR. AND APPUPTEOANCE� �HALL BE %PPL[Ep BY THE MORACTOR, 2. ALL PIPE AND FFMAGS ILIREE (J) INCHES AND LARGER 5HALL 'BE RESIRAIIIED JOINT DUCTILE RION PIF5. AaOVE GRADE JOINT'S 'WALL BE FAUIORY-FLANGED. 12, SEOUL Fffti: 1 T14REE (A) INCH METERS AND. ABOVE SHALL BE ABOVE OROUND DOUBLE CHECK OR REDUCED INSTALLATIONS WITH BYPASS. PRESSuRE ZONV OETEcToR 4. VALVES SHALL BE CHAINED CLOSED. FLAWED -T- TO DtFASS ASSEUWf AS a6UIRED BY THE ICITY 5. THE AUQyE CROUN D 3YPASS LINE SHALL BE Slib FOR FIRE FLOW REQUIREMENTS. 6. ALL FIR9 L 'RES OjS ft f. RE$IUEHT SEAT VALVES INES SHALL BE A 14INIMUU 9 : I"OORT (8) IN'_ OR AS APPROVED BY THE. FIRE DEPf; REQUIRZO) . . I , I :. 7- THE ENTIRE ASSEMULY SHALL III: PAIH�R D WETY RED F OR FIRE %0' FLoiNGED BEND MTF:C-IIOH USES AND OtAr-K i6ri A" DINER U50. , RofG4 ON 0111P. RMER 8� A CATE VALVE SHALL OE INSTALLED AT THE ASSEMOLV5 CONNECTION POINT TO THE MAIN. so 16m. 1-THISHEO GWIOE 9, DUAL DOWESTIC-FIFE FLOW MASTER METERS SHALL BE THE COMPOUND TYPE �,,g�vp W/ 10, DOMESTIC WATER MASTER METERS SHALL'BE EITHER COMPOUND _vv w MUD REQUIRED) OR 114LINE TURBINE TYPE AS DETERMINED FROM,THE PRQPOSEO USAGE AND AS APPROVED BY THE, UTILITIES DIRECTOR. f TO SEMCE ADJUSTABLE PIPE THRUST COLLAR ROBBED TO sUWGVT STANDS 01 Mo OR TOTALLY RESTAAFHED AS REQUIRED BY THE Crrf DUAL DOMESTIC-FIRE/FLOW DOME"SC WATER MASTER METER ASSEMB-- MAY 1997 FIG. 501 CITY OF SANFORD -Y-PRAW.41 ATION MARK WITH WOOD CORPORATION 3TOV 0, wo.) PAII,urm IDE101- mo (I* WIN.) �r Iry I p (AL COLOR 6: ! /4 WITH LOT 4UM- x 3;� QIERS CURD STOP w9v 2 EA. z (SEE NOTE 3) 'Y 3 EA. 5' MAX _LPROPERTY TUBROO LINE FIT, I HOPE (i- m1m.) im.) LINE '.1NOIK Mv_TER UUX AN ININVIDUAL Mr-FER BOXES & WATER METER UP TO e WATER METERS UP TQ.Z* (By urry OF SiAmFORIU) (BY CITY Of !AHFWD) 2INCLE SERVICE DOUBLE SERVICE. CORPORATION $T0 MUM w FEBCO 810 Tomm DOUBLE CHECK VAUVE (NORMALLY OFEN) ONLY) 1. ALL RTFMS _-iALL Or- GRA33 V117H CQMnM%VPACK JOW TYPE 0OHNE-CmNS. 2. NO SWAV_ LINE SHALL TMMIE UNDER A VRIVEWAY� 3. EACH S:ERME IsWAVL TERMINATE AT A. CQRV WHICH SHALL BE FURIW APPROMMATELY 3- BELOW FINAL OR&K ANDim-5d[WE CLWLY MARKET) WITH A i� K I' x 10- STAKE VaM THE TOP PAINTE0 OLLIE AND MARKED WITH THE NUMBER OF THE LOT(5) TO BE !iERVEQ. L MET -En I-I/Z- AND SHALL REQUIRE: r�D.E-P. PERMITS. 3fY 4W FORD Y202 IS. RECLAIMED WATER SERVICES S -`A-11 HE PAWED PURPLE (COPPER) OR USE YOKE VAR PURPLE COLORED CIS POLYETHYLENE TUOINO. �6, PQfAULE WATER SEWACE5 SHALL BE PAINTED BLUE (COPPETO OR USE METER BLUE COLORED 013 POLYETHYLENE TUgiNO.' AWWA TYPE CC THREADS FORD CURB STOP SV92-323W WATER MAIN TYPE "K' FLEXIBLE -SADDLIE COPPER QR CTS WATER SERVICE CONNECTION DETAIL POLYETHYLENE TUBING (I" MIN) CITY OF SANFORD MAY 1997 FIG. 405 ? a F 0- D CAUTION MOD I IFFICATION OF' THESEE DETAILS BY NON -CITY OF SANFORD PERSONNEL OTHER THAN THE F I L I LING IN OF BLAN1r< INFORMATION LOCATIONS, C'LJ A I I DC'QHI T IKI TUC' kA/ITUnQAU1Ai nF TWF 10 A, w T, t uTILITIES DEPARTMLNI AP mol rg 4 ""n, -4 l'y'rN k r , m q.,� n ANS. PROVAL OF THE gy, "5?* It SUBJECT ENGINEERING P_ Ai j M", !"'Z '1� 717 11N pp5 p 10,4y� W" o ATt"It nr !P 74 -f NV�A`I .4 6 WN. 0i"", MR .7 i I g, - Pir " g, 0 V N V Nm g & IMMM q 'g z"gg; R'e fa, �,' g 4v MIX ez 11 �R 71 R 0 5 A, g'. w, �V It Zf wp w M W11 sot, V"' V`5 - 111"II, 11� li, - 1 7 , 11 . , m T - I 1 .11 1 N" 8 450 UK R R R, P V,615)KWIR __,20 �v u A MAiMIlb m ga �q of I po, gq� g 1110=6=1 'm I'M 'gomprf g"T g", gr 'r v� LYANO 0�_ 4""), 4 qw, q4" 1'1.�,�, 2 \9 f� R X&, 17 g�,'Y, U, �41 Akl_ ? �, _y g 101 p gL�,,.� i VIM �, 7M7 A w, -Fv . 'e11g,,j,r,�, "'to , I "X, 'AT A q",j ,. ro" , , " , M kf", �-RZ4 fP`Q` &5�VTWA Pm V? t @gg W pt g P w; N REVISPHS �-gng'fy , �, i, It , v-1 -y' p -qg I,% gvag u T , ei " , A7 moq,!�,�"" "ICAL COMMERCIAL. RECWMED WATER IRRI""ON SYWEM LAYOUT t f i" 01 TYi ip 31,,'i 77 MAY FIG. 506 -OF ANF(r%RU) `NE CITY OF SANFORD 199-1 MY 1) v M, w, Ty 7�,, A 101,17 UTUTY D ET -�TAND ARD DETAU DAro L UTILITY. STANDARD DETAIL a 7 ,Tr, x� -d,., NORTH OPPICE: 210 PEPTH COURT 'DUITE b WIN -W SPRIHG5, PLOPIUA 32700-246? PI -11: 407-.325-7qq2 PAX: 407-327-5132 5OUTH OPPICE: 2816 PICKPAR 5TRE�f ORLANPO, PLORIPA 32603-6627 PH: 407-bq7-5461 PAX: 407-6V-5461 !L -lil. . u ILI V., IL L =ul .-JI 11C� SHEET WORMATKV DATE 01 MARCH W9 M, A WN BY: Ap / SRR PROJEcT M 9w REVISPHS �-gng'fy , �, i, It , v-1 -y' p -qg I,% gvag u T , ei " , A7 moq,!�,�"" "ICAL COMMERCIAL. RECWMED WATER IRRI""ON SYWEM LAYOUT t f i" 01 TYi ip 31,,'i 77 MAY FIG. 506 -OF ANF(r%RU) `NE CITY OF SANFORD 199-1 MY 1) v M, w, Ty 7�,, A 101,17 UTUTY D ET -�TAND ARD DETAU DAro L UTILITY. STANDARD DETAIL a 7 ,Tr, x� -d,.,