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1200 Lexington Green Ln 04-2743 New comm. bldg
e _ d t� Ltij PERMIT ADDRESS SUBDIVISION - - CONTRACTOR \�..�;_ _4.� ``�s� �sl �� Y I �����-c C� PERMIT #C'��} - �� DATE ADDRESS PERMIT DESCRIPTION � PERMIT VALUATION PHONE NUMBER j� ������'� SQUARE FOOTAGE 1 1 PROPERTY OWN R. ADDRESS C Vl ro C _C 13ENEF;ZAL. NOTES - PLUMBING y�= 1, CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL NECESSARY V N FITTINGS AS REQUIRED BY ALL APPLICABLE CODES AND GOVERNING a AUTHORITIES, .,,_� E s 2, CONTRACTOR SHALL VERIFY AND CORRECT AS REQUIRED TO MEET ALL t CODES AND REGULATIONS ANY POSSIBLE DISCREPANCIES BETWEEN TYPE s =' 0 AND SIZE OF CONNECTION SPECIFIED IN PLUMBING FIXTURE SCHEDULE AND FIXTURES ACTUALLY INSTALLED ON THE SITE, 8Na -0 C ,• V 0 3• ALL SANITARY PIPING SHALL HAVE A 1/8" PER FOOT SLOPE UNLESS E OTHERWISE NOTED. E w o 4, VENT PIPING SHOWN ON FLOOR PLANS IS ONLY INDICATIVE EXCEPT FOR 0 v VTR LOCATIONS, 5, VALVES AND FITTINGS SHALL BE OF SAME SIZE OF LINE ON WHICH THEY - ro ARE LOCATED, 75N� N 6. CONTRACTOR SHALL COORDINATE ALL WORK WITH OTHER TRADES. U Q � U r- s�ia N !v 7, CONTRACTOR SHALL FIELD VERIFY ALL GIVEN MEASUREMENTS PRIOR TO v LAYING AND CONNECTING ALL PIPING SYSTEMS AND NOTIFY ARCHITECT OF o m ig ANY DISCREPANCIES, ;t ro v a) 8, INSTALL WATER HAMMER SHOCK ARRESTORS AT EACH FIXTURE OR 0 BATTERY OF FIXTURES WHERE REQUIRED, ARRESTORS SHALL BE V Q, O FACTORY -FABRICATED. INSTALL ARRESTORS AND SIZE PER PLUMBING AND � V DRAINAGE INSTITUTE STANDARD P,D,I, WH-201 • 9, AIR CHAMBERS SHALL NOT BE CONSIDERED AN EQUAL TO WATER Es ARRESTORS AS SPECIFIED. p Q) N m ° 10, CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING FIRE RATING AND � N "U 9 U L WEATHERPROOFING INTEGRITY OF ALL PIPING AND PENETRATIONS. o° _ U C 1. U" a 11. ALL WATER SUPPLY AND SANITARY LINES SHALL BE RUN AS CLOSE TO 0- PLANS AS POSSIBLE WITH NO CHANGES IN SIZING, 12, CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL NECESSARY W SUPPORTING DEVICES FOR ALL FIXTURES INCLUDED IN CONTRACT OR HEREIN SPECIFIED OR OTHERWISE, V ° 13. ALL FLOOR DRAINS SHALL BE PROVIDED WITH TRAP PRIMER AND FITTINGS UNLESS NOTED OTHERWISE, y N u] a 0 N = 14, ROUTE ALL PIPING CONCEALED ABOVE CEILINGS, WITHIN WALLS, OR IN o a s CHASES. PIPING EXPOSED SHALL BE SLOPED AND PAINTED TO MATCH ARCHITECTURAL FINISHES, PIPING IN MECHANICAL ROOMS MAY BE 'N EXPOSED, In s o r_.9' all 15. FURNISH AND INSTALL HOSE BIBBS 1'-4" ABOVE FINISHED GRADE/FLOOR U AND PROVIDE VACUUM BREAKERS. 16, SEE ARCHITECTURAL DRAWINGS FOR EXACT LOCATIONS OF PLUMBING FIXTURE MOUNTING HEIGHTS AND DIMENSIONS, , F6 C: Croce w_j� :E a � U 17. CONTRACTOR SHALL INSTALL DIELECTRIC UNIONS AT CONNECTIONS OF N s° ° ' • Zit DISSIMILAR METALS, y 18, CONTRACTOR SHALL ROUGH -IN ALL WASTES AND SUPPLIES TO SPECIAL Uy a EQUIPMENT ACCORDING TO MANUFACTURER'S SHOP DRAWINGS AND MAKE . m� FINAL CONNECTIONS, ALL SUPPLIES SHALL BE VALVED, INSTALL VACUUM o BREAKERS WHERE REQUIRED BY CODE. oar o o 19. ALL WATER PIPING INSTALLED IN EXTERIOR WALLS SHALL BE PLACED ON ° THE INTERIOR SIDE OF THE WALL, SO THAT WALL INSULATION CAN BE y N U � PLACED ON THE EXTERIOR SIDE OF THE PIPING, ° _U ° 20, DO NOT PENETRATE WALL FOOTINGS WITH PIPING, COORDINATE WITH 2 3 a GENERAL CONTRACTOR TO DROP FOOTINGS AS REQUIRED TO CLEAR PLUMBING SERVICES WHERE ABSOLUTELY NECESSARY, ALL PIPING PENETRATING A BEARING WALL OR FOOTING MUST BE SLEEVED AND LOCATION APPROVED BY STRUCTURAL ENGINEER, �o W vLV21. PIPING SHALL ESSENTIALLY BE ROUTED AND LOCATED AS INDICATED ON 2.V g G THE DRAWINGS: HOWEVER, ACTUAL PLACEMENT SHALL BE VERIFIED BY ,A CONFIRMING EXACT LOCATION OF STRUCTURES AND OTHER UTILITIES IN s o •;n THE FIELD AND BY CAREFUL LAYOUT PRIOR TO EXECUTION OF THE WORK. LL o DRAWINGS ARE GENERALLY DIAGRAMMATIC AND DO NOT SHOW BE �= s U 1= 3� CONCEALED EXCEPT WHERE SPECIFICALLY NOTED OTHERWISE, 22, HOT AND COLD WATER SUPPLY PIPES AND DRAIN PIPES UNDER 5 ` HANDICAPPED LAVATORIES SHALL BE INSULATED PER AMERICANS WITH DISABILITIES ACT, WITH FACTORY PREFABRICATED MICROBIAL PVC RESIN .� SEAMLESS INSULATION, BASIS OF DESIGN: ZURN INDUSTRIES, INC. °0 •L, V 0 23, WALL BRACKETS, HANGERS, SUPPORTS, ETC, SHALL BE PROVIDED WHERE 03 REQUIRED IN ACCORDANCE WITH THE BEST STANDARD PRACTICE OF THE a o TRADE AND AS PER CODE, ADDITIONAL SUPPORTS SHALL BE PROVIDED N ' TO TRANSMIT LOADS TO THE MAIN STRUCTURE WHERE REQUIRED, CPVC ° °" PIPING SUPPORTS SHALL BE 3'-0" ON CENTER FOR 1/2" THRU 1" AND F L 4'-0" ON CENTER FOR 1-1/2" OR LARGER. ALL EXPOSED SUPPORTS SHALL BE HOT DIPPED GALVANIZED OR FIBERGLASS REINFORCED s ° o "UNISTRUT" TYPE INCLUDING HARDWARE. L C E 24, SANITARY, VENT AND WASTE PIPING SHALL BE COLLECTED AND TERMINATED AT A POINT SHOWN ON THE DRAWINGS, PIPING SHALL BE E SCHEDULE 40 PVC-DWV WITH SOLVENT JOINTS, ro ° 25, BUILDING DOMESTIC WATER PIPING (ABOVE FLOOR) SHALL BE HARD r °"v COPPER TUBING, ASTM B-88 TYPE L & M, WATER TUBE, DRAWN TEMPER, COPPER PRESURE FITTINGS WITH SOLDERED JOINTS, PIPING N T 2" AND LARGER SHAL HAVE GROOVED END FITTINGS, KEYED COUPLINGS U .° a(1,° U.- o AND GROOVED JOINTS, ALL PIPING SHALL BE WATERTIGHT WHEN G ° y �ro v FINISHED, INSULATE HOT WATER LINES WITH 3/4" CELLULAR ELASTOMERIC CJ "y INSULATION, 2 N iU C Jg C ro N °^U0 __ c 26, BALL VALVES 1/4" THROUGH 2" SHALL BE TWO PIECE - 600 WOG, E C U U 1 TEFLON SEATS, ANSI 316 STAINLESS STEEL BALL AND STEM (EXTENSION STEM ON INSULATED HOT WATER AND TEMPERED HOT WATER), BRONZE BODY WITH THREADED OR SOLDER END, a�Q)° „�E° U "U 'U i^ V c m ,a m .m U, � o � ws In =mv� C U E 9 cu p ' m -� v:01 9 V E 2m PLUMBING EQUIPMENT SCHEDULE 3 4" SHOQK ABSORBER - PDI; ZURN Z1700-100, PRECISION PLUMBING PRODUCTS, INC., WILKINS 1250-B, INSTANT HOT WATER HEATER ELECTRIC WATER HEATER SHALL BE INSTANTANEOUS TYPE, 230/ 1, 3.5 kW, POWERSTEEM OR EQUAL, HB (HOSE BIB - VANDAL PRROF) WALL HYDRANT - MODERATE CLIMATE, MIFAB-MHY-30 OR EQUAL, DW, REF, ICE ROUGH IN AND MAKE CONNECTION PROVIDE WALL BOX - 1/2" CW ISO VALVE FOR REF/ICE 1/2" HW AND CW FOR DW FIXTUP,E SCHEDULE COORDINATE COLOR SELECTION WITH OWNER PRIOR TO SUBMITTALS WC-1 - WATER CLOSET - BARRIER FREE • TANK TYPE, PRESSURE ASSITED SIPHON JET, ELONGATED BOWL, FLOOR MOUNTED, WITH BOLT CAPS, 1.6 GAL/FLUSH. • EASY CLEAN, SOLID PLASTIC SEAT, CLOSED FRONT, STAINLESS STEEL POSTS, BRASS NUTS, AND CHECK HINGE WITH COVER. • 4"WASTE/SANITARY, INTERNAL TRAP, 2"VENT, NO HW, 1 /2"CW SUPPLY WITH ANGLE STOP. AM. STD,-3042.109 AM, STD.-4086.100 AM. STD.-5324.019 LAV-1 -- WALL HUNG LAVATORY - BARRIER FREE • VITREOUS CHINA, 20" x 18", 1-1/4" 17 GAUGE P-TRAP WITH CLEAN OUT, • WALL MOUNTED. • 4" CENTERSET GOOSENECK FAUCET WITH SQUARE HANDLES, 2.0 GPM, WITH PERFORATED STRAINER WITH 1-1/4" TAILPIECE, 3/8" ANGLE STOP, NOTE: INSULATE DRAIN, H,&C,W, SUPPLY, • 2"WASTE/SANITARY, 1-1 /4"TRAP, 2"VENT, 1/2" HW, 1 /2"CW AM, STD,-0124.024 ZURN - Z-812A4 PLUMBING LEGEND — - - -- CW �-- COLD WATER & FLOW ----- -- HWS— HOT WATER SUPPLY ----- ----HWR---- HOT WATER RETURN SS-W WASTE OR SANITARY & FLOW --------------- 2"V------- VENT & SIZE — P,D.I, SHOCK ABSORBER & P.D,I. SIZE — -, HB HOSE BIBB -- BALL VALVE --- - - - - FIRE WATER PIPING — .. - - - - - - - - — GAS PIPING POINT OF CONNECTION P,O,C, ABBREVIATIONS: A/( AIR CONDITIONING GPM GALLONS PER MINUTE A/E ARCHITECT/ENGINEER HB HOSE 8166 ADA AMERICANS WITH DISABILITIES ACT HR HOUR ASME AMERICAN SOCIETY OF HW HOT WATER MECHANICAL ENGINEERS IR INDIRECT RECEPTOR AST1A AMERICAN SOCIETY FOR MAX MAXIMUM TESTING & MATERIALS MIN MINIMUM BHP BRAKE HORSEPOWER NFPA NATIONAL FIRE PROTECTION BTU BRITISH THERMAL UNIT ASSOCIATION C/i CONTRACTOR INSTALLED NTS NOT TO SCALE CONIN CONNECTION O/F OWNER FURNISHED CONT CONTINUOUS PDI PLUMBING DRAINAGE CV CHECK VALVE INSTITUTE CW COLD WATER PSIG POUNDS PER SQUARE INCH DIA DIAMETER RM ROOM ON DOWN SBC STANDARD BUILDING CODE DWG ECO DRAWING EXTERIOR CLEAN OUT SPC STANDARD PLUMBING CODE T & P TEMPERATURE & PRESSURE F DEGREES FAHRENHEIT TPV TRAP PRIMER VALVE FCO FLOOR CLEAN OUT TYP TYPICAL FD FLOOR DRAIN U/G UNDERGROUND GAL GALLONS W/ WITH WCO WALL CLEAN OUT I MAIN, SEE t CIVIL FOR CONTINUATION J/ `t I.YYJ, Jr-r— l.ilvlL FOR CONTINUATION PLU ABINGPAN SCALE: 3/16" = 1'-0" NORTH-_I::� 1/2" CW ABOVE —1/2" CW DN WITHIN CEILING CAVITY----,, , I WALL CAVITY TO - / HB HOSE BIB C� 1/2" CW, HW FROM INSTANT HOT WATER 1/2" CW DN WITHIN LAV-2 HEATER (TYP) WALL CAVITY TO PDI WH-1 ISO VALVE HOSE BIB INSTANT ABOVE CEILING 3/4" CW DN HOT LAV-2 CAVITY (TYP) � ' WITHIN WALL i \� 1/2" CW ABOVE CAVITY I WC-1 / ���\- 3/4" CW HEADER PDI CEILING CAVITY V 3/4„ CW DN 3/4" CW UP WITHIN WALL WITHIN WALL � CAVITY I '� LAV-1 CAVITY .� �' 4'F W H-1 HB INSTANT 3/4 CW UP HOT WITHIN WALL HB CAVITY WC-1 3/4 CW HEADER 3/4" ISO VALVE 4" SS U/G, FOR IN VALVE BOX I CONTINUATION SEE U/G CIVIL 3/4" ISO VALVE IN VALVE BOX U/G N DOMESTIC ISOMETRIC 41" NOT TO SCALE 3/4" CWS, SEE CIVIL FOR CONTINUATION 2" VTR I I I I 4 � I /7 /� LAV-2 LAV-2 J�v 2" VTR �,• 4„S r I o I WCO I WC-10IP 3" iLAV-1 WC-1 it 2' WCO „ WC-1 > SANITARY ISOMETRIC NOT TO SCALE S C 0 T T V) A RCH LLJ I T E C ry T URF GL 423 South Keller Road Suite 260 Orlando FL 32810 Phone: 407 660-2766 Fax: 407 875-3276 Web Site: ScottArchitects.com License No. SL#AAC001155 U Copyright 2002 The Scott Partnership ArchlleClere, Inc. All Rights Reserved Worldwide. CONSULTANT CONSTRUCTION ENGINEERING GROUP consulting engineers 760 north drive, suite e tel. 321.253.1221 melbourne, fl 32934 fox. 321,253.3123 license H008097 www,cegengineering,corn PROJECT s LOT 18, PLAN A SANFORD, FLORIDA h QG Investments, L.L.C. IIIIIIIIIIIIIIIIIIIIIIIIIII11LOGO engineer of record mitesh k, smart PE #52772 REVISIONS: # DATE: DESCRIPTION: 1 1-17-05 SANITARY CHANGE DRAWN BY: d R M CHECKED BY: MKS DATE: 24 FEB 2004 SHEET. PLUMBING PLAN AND NOTES P'/ / c .JOB NO. 03225 0 PROJECT ,,NOTEI. S- LEGAL DESCRIPTION, 1. DEVELQPERa S MINOLE PROFESSIONAL VILLAGE,'INC.. Lot 13 and that part of the South 112 of Lot 7, Block Y, IYMng North and tllast of Cioad Branch (L000 road right-of-way), ' 2 0 WEYMONT ,COURTp`,SUITE 110 '' • LAKE MARY, FLORIDA" 32746 FLORIDA LAND AND COLONIZATION COMPANY MAP OF THE L I MI TO ST. GERTRUDE ADDI T I ON TO THE TOWN OF SANFORD, To�'c�/,area - /a3-9 ,acres - . -, ,' PHONE:(407) 330-7383 . occording to the Plot thereof as recorded in Plat Book 1. ' ` Pages 112 and 113, of tho-Public Records of Seminole County, �/ 011671261 ' = 1.55 Acl os ' .ENGINEER: INTERNATIgNAL ENGINEERING:' CONSULTANTS, INC. Florld0, 674t QLp Ci 1FNEY HIGHWAY �/ef Aroa ' 9.84 Acl-es ORLANDq, FLORIDA- 32807 • E'HL►NE: i407) 281-Y775 FAX: (407)''281-179® and The South 112 of the North 1/2 Lot 7, Block Y. FLORIDA - . �' Y -, � G' I�115 15 A-C-oey �pr of . SURVEYORI FIRST FINANCIAL SURVEYORS, INC. LAND AND COLONIZATION COMPANY LIMITED MAP OF THE ST. GERTRUDE ADDITION TO THE TOWN OF SANFORD, according to ` V`Q�Q)yl + 1 1E' 36G 'AULIN AVENUEd SUITE 3 the Plat thareaf, an ':.corded In Plat Book 1, Pages 112 and �� Ply �� U . . ' . QVIED ,�} FLORIDA 32765 07) 977-7010; f=AX: (407) 977•-7020 113, of the Public Records of Sominola Cou ty, Florido. I fl �� . Ig • 1�0 . 2.: PROJECT SITE AREA: - - A EXICTI1la M11TAnY, ,mot, ran. YYL 11 RI GTI,s-CmIrANYHA HI 1i 97 tN (.•{•Yol . 11HHVV G6��69 pph4-RCPI r. I0. 6 rD ([aZd• BCPf N. Iriv. r,]9 H1. O'YDTI F / // T ON S T REF T _LvirlING BANITAHY mliff vL IIrv, c. Ifly, a.i0 lL za- rmpi SITE . '. AREA: 010.39 AC. 100.00 7.. BUILDING AREA: 001.72 AC. 019.46 IMPERVIOUS PAVEMENT AREA: '- arximm r�Tmim COMMUALNIVAMT _ 004.13 AC. 046.72 % OPEN .SPACE axrLLloTra roml a t27Lr:f111 (L AREA: 004.54 AC. 033.82 TGTAL Ir1PERV" AREA: 005.85 AC. 066.18 CL��tn��gffppl1�TTa9�t�, - [. IMI: s: e� a tE:II °ncNl OR Itic T r°,Kii' � £I no �T,'• ,, rF dTI1,L r cax,rcr g[a1 I/A c II AOPCD' 0r N In l,a-■.-TdTv.Y (5 p RIM YLINY.5,6A1*24•nCP1 n"�1�u��L'"Lc�� B8I" lt,py IV- 6rE�6�h. 9NVO, A [t.yAIVLLPaIADGIr, ii 7aACplE. UTCP�.'d.$0 10P.NC1116 QUICK PAYCCENT IvfLM fu,- PCaICtI lImAt e:. v ._ � ` `.`°� ' `__-_GLP t4'1r1L u_-.._.._. w - u _ _ _ -- ^ n u y y ..� r .nvcuA Ill u 3------___ ,._ _tv _ u �.._. q _ �____-_-_�- _ _ -- __ -_, - ____ _____---___. _..� __.____w ', „ br- w� - - - _ o..s._» _... wwm 1I13HA6ANjiAtillH!11t1) - �� fl p �al TDP1. `w _ f r 4'fth "' w.� .._d.._.o 11 ..E.■Jt�r:l.��3:.tiFQY.Sa.... «.... i,ir. a aL naavgtrE `4A_ �',- M... inV. 5:73 iC•za•rsR� (� r� Y /Y ELz17T1'i1i'i _. It. `"..�. .» [- t"Y,.srl■•a•6I ....�,`«f�...._•....._...... .._ �lCi_--- 4ynlN .«�}1�! FL>Ylf�� ta,: d•:»- :.rr.�-sr ra varesrrr rarer, :g - n,.r ... a cus $i a3tS¢a9'a"' -V i °YY°=AGCK7NT V! Q PLAT I Q I i.-, J ,<(; � 16'WC 1Y CXI6TIiICDANITAnYLIiI{OLE i 71 rL� a • w ,re'� ►•-+'�`.' n.e _ ,___-___„ __v^ - fA9'G2'35'� _ • 7A1.a2' nRI toN 4 f 3• PARKING CALCULATIONS: Top.y;zzzr{�� + s•rav+rasr+ �..,.._ . . 0 NV, G.22 jf6.70'°InJ I } � r,�Y � Tj� E ^ UTILIT A6EIYENr (PER �� �`'` - - - """-- r PARKING REQUIRED: L. ir,'. 3.1$fE-7o•61 PI t Nmg%1 Ril _ t i •6 ' LAII .. n •__ f n .cw �� 4 (75,GJ00 S.I .) / t200 S.F./SPACE? = 375 SPACES t 1. } N _ _ _ a, �`" z= a LPL ^" - •� _. tilShnY_1t4N/}0LE ii}. v 1 ° 0' 10 25' _ F'ARE�ING PROVIDED: I. v �a ,•. `,itl `" .W. T �_ •. z. ' It «_, T . io ... TP. ____ _� �y 1. ALL PIPING SHALL PE CONSTRUCTED AND CC1I�E'1ECTG D TO PIE'Illlt� r Hv, t/.OG E•to, N 0. 1ZEflUIREq ELSEWHERE I' 3 THE f�C?rUP�iEr�fTS. PAVED REGULAR SPACES = 376 SPACES (INC. S HANDICAP) IE. N :� rlsYif�� 4 1, � y1 ,P- 2so Lr,-lD'PVD <t/ I r r 20' _P Tr h ut (.Is o 1 - 2. ALL SEWER AMD WATER LINES ARE ►'0 EIE CAE'PEO 1'Ei`tiPiJf1AE1Il_1 A 1 3�'TY pap �� v, , �'/' tl r�s: �2. sm ►vh� 5 - `'11 �i W 1-s. � 1� r rt� , 4. ErISTING VEGETATION: BUIGC�ING's _ C7 6 roP[ I s.lo ail: rnnY u;w,HOLI THEIR OPEN ENDS UNTIL BUILDING COI°<NEICTIONIS ARE CONSTRUCTED. a } . ' °' H 1( a' D!Na 10 U' �u' ` 0l oP. 11.5a11. I `g _IV. t�Js rI4E•10.1 THE SITE IS WOODED WITH GRASS VEGETATION. °• I"' T 'It " � 6 1 I C, Y' 'd, N 5 20 r r, ♦ tf r tD __.._uiiM rim ,11Y: E, t.;.ta, 4 SANITARY, STORM OR I,rS,{ li > zs �,500 SF C3 - - -- ci Il,s•1 3. WHEEN WATER LINES 3: MAINS CROSS SANI AR S• O M , rnu� y' a,� T ; ..... • •. - r. • .6 • . } . -.- , ,•.... • ..• . } • • . • . } • . } ' .. .-• .••_._ .. r .... • .. • .. • • }•• . e • . . • .. • ..,' ..'• .. • . }'• ..' ,`� Q NON-POTAE LE LIP,ES 't'lITFt LESS THAN 1S" VERTICAL SEESARA T IOC I. 5.. EXISTING SITE ZONING: GC-2 ``` 1 2° . �Yl r- --- �d' /� // / �y �{�(•r {j�' _ > TP, ^, I BVIL.RIINO ETfIItYI5.. - - . W NblCAP S1_410' , r-y `S,, 'PS,.I,-1K� t0 I ,r t•.+ r _ 11. • P OPOGE° Od W_ .- ! CD ThE h�lN-POi AE�LE WATER MAIN SHALL 0 REPLACED WITH BU 1 ILL: ! u�I L l Tv En5��1ErIT� j e BUILD! Ca BLIILdlNG 'a 1 [ r r- 6. EXISTING LAND USE: COMMERCIAL 1 t ; In, (PER PLAT1 .. o%a N .«. b 95 t. 2 ' m IRON PIPE E OR A DISTANC!" G[= 10 MIN. EITFIER aIL1e 0; THE CROSSING j, -IJ =°A t° �� 1Ns 3190D SF !rt 16 �' o l� .� AP1C} p iYE31OSTATIGALLY TES T E[J. b i.. a 1. O Ih'b , t ., E t 1; • Z, r' a. 1,. . J,60C 9 4,500 SF t + 1� i °' A LATERAL SEPAiiI� T ION OF 10' SHALL BE MAIN T AINE.+D BETWEEN l: ATER 7. UTILITIES: WATER -' CITY OF SANFORq ! u W I ` I � 15 L-Pec ��-f � • ' S ^S UNLES � THE WA'i ER 1 y 61 IaATrIo1 1i H J °' Ps°nvie E j`i'e n U1LfJINQ f I� AND ANY NON -POTABLE LIIJE>a f�T ALL TIE�'I�,✓, t t SEWER -CITY OF 5A�1FgRD a ti° a iTTPIC t �OGOILD11101 0' h '° i r r'-' iLl[ h9AIN IS irCJNSTRUCT ED OF DUCT ILE IRGi'. PIPE. ( RECLAIMED I�Jt1TER -CITY OF SANE=ORD �y - 9 6UlL©INI� 10 i �o, v I -- 1/ 1! r d a fi- �irPilYai�1'c41'i.TiTt' SOLID WASTE SERVICES- CITY OF SANE=ORD U) � 1 I 0 n'� r I A+ a� , ►r, P� � N k ,%----- � 3,600 SF � I� ! 4. r S'l �7 EI 7• N THE LOCATIQN OF ALL EXISTING UTILITIES EllJt.l G S Ti it;. fr1.r:I�t I'll14fE $n EXISTING SITE ADDRESS: 3(l. MANGOUSTTNE AVENUE 1. Q a 9 I ,3'6a0 Sr- •••_ ••• T n a BEwf DET%Ri�iI1VED E"Crt]1�^J TFiL QEcT. INFC'Rfi`iF1 T ICtI1 AVi yILAaLI+.P AND 1 . I .:1 I 4 N -' i r f .� 6 �,3 � x�ry I ARE GIVEN FOR THE Ct)�eVENIEi'1CG O1< Tii- GON'T �A .TOR. 1�RIt1 ti TIO `' I 24, zo' 11 ao' zd' zo' i ( 20' aa' t 0 fa � / ,ll r CE lr S1'A1�T Ot AI'dY COP'iSTfilJi CTION ACT I'dIT1'> IT S, ,�iL,i BE T1 iE 9 I �� 10 -'�'" sYP. . BUILDING `. _ � _ . __ _ _ _ _ _ _ __ _ _ � ....�� _• .�.- - ';�� /I f CONTRfiC i0R'S RESPONSIBILITY E Y Tf! �;I�TaFY THE ti'':RIOTS UTILITIES { I .. __� .:a ( + _° e �' ;•�1�"3'� (�rdEJ TU MA!WE 1'i lE i�;MC ;SSr?RY A:ri!t�i•;Gcl IE 1+1T t-t�R FIELD .. N L� N T n A t ° M l d � 11 iYP, 1� �t� ---• 00 .", of I tc3 (+ , " t: T 1 7 r r �k 4.� 5 `� )�+ 1'>t'uL '•'`'- 1 e 3, coo �+f' :� �� r d VEC�IFIGI�'CICIN �F Ti�lw E„IS I1�G }JTILiT..: 5. TI t _ CI3� t FCr�CT;:tR :I-1_ _ i ' b :` 2.-°..••-a� �``�.` t5' / /ter I r '•°� o� �r c`"""� i E'�Et�CIS�� CP.t)� 'W "i G�tGre�"ter �. t tl r•� 1 r':'?5 Ti "' I ION t" E; SING NY Er, Et�0I,C,_,, U i ; t TG 1. P.E.L CONSTRUCTION SHALL GfIIJFOR�3 TO CITY OF SANF13AD 4 � I i3UlLDi;UL 1TP p � }� �y -�' � SUILDUVO !°� T►��'��a � � ,/ t E „� ,s I �,/ EP!SURE THE Ih� "` i' i4tr T$ �i�£ft �� % aa• �' TEL1E?I i Y Or "i'H S, �TE''i: COl NEDT is EXISTING a f 9' STAI�!G+ARr3 UNLESS STATED OTHERWISE IN THE roc a�Lr Ilatr t I / EI!_ `�---. �_ € ! I a _..� J I13 10• + t t_ )` ;•` CD �, �, SPECI(=ICATIONS. VALVE AND sA"nolTP Tee. G e i 360G1 SF ��j� �'} tom- ---• •••-- �'" ,o� r . t t 11,1 1 t l r, . r ,, r IT• r '' - VAL u GOltel ra (` . i _.y� . f/� i UTILITIES ! .I 1''r' t 1 T LOT & W 6'P c TCIIAL Q 9,6 D S! �. COt+l51".'tU�TsL l: Lr F i<rY ll IL .. I IirS t~' ,?..ws' iL'; O : r�:f._,4 RI r.P.' ,:GF'I;i- 2. ALL FOND SIDE . SLOPES ANE] E]gTTOrfi ARC TO BE 50DDED. I e�rins � r - 1 6 i I I ��,--__,_ IL 4 I -Ka! 1 I/ j � C) ` A e E UT_L.IT`� PE(�MITS t4ALL INO T BE AL _Cr';': E0. I - R,�. I g + 1 1 ,c �y �q� i1 LI Ln j -1. I ! u •. V. �� r 6 ; 0 i% _I fir e' 1-1 �; . � I I 'F I', i ry -y UILDiNG /. 19 I,tI R 3. ALL EARTHWORK OPERATIONS SHALL HE IN ACCORDANCE )��}I;d11!?Lf, I "'"`""`� `, Q� d W f�? '°' ,,o,.....�_. x ant rl r rat c 4ra ; , ,t.;rt r., 1 l�r-::t-.M:: --mot � L •ha . ff t�rA) f. �_ a t� _ _ -- A. 'e { a�jlG __ = :� 6. r,.4_Tr,E?'L ��,'1 E (,�i E ?r'f<c.. �" C a�.•t _� ,u:'•,1:*C 1,�< 1 L 1 li EY r� + 11M 6.6(11C•,..t I ''+ BUILLJILV© f777, c� O, �' C r' �" "'_ .._�-_`'r Ti:l?LiiAT101fi•:.f1f pa'__�, y "S ./ � f:•,. ,t �' �:, r' 1 !] 1 i' {�\i , ,C'... 4 b;I3 H CI Or S NFt)REJ SPECIE -It A F IONS. L �- zo % �,� r :f T e 1 s "*r = t , ... , . ,- I',,. . - •I b I t5 �i C,�.._,� i100,5 ;�hr�--&3- ...,,.,,..I, r „/�'• r. 5 'I° -yy , .t i� n,'. 6.36 It,'91 2 , I - / 1=,_ C;.,. • .I• : i ,.. - i I i 1 Q D. •1 AS 1 1`, r1.t L L' 1-.. II .� ' c Q: T Y�lEt6 n P. ► n _ / I J' : � ' '� r r',, � ! I T- � y' +�' I• S Ti I i 1,'=+yt _ "�'"`_ �� _� % /i/ / L 3J3 3Ct r' . c . 1 J F ', - A C i!;` 1 A'. THE CONTRACTOR SHALL L REFERENCE ' I '"[� ((y l I I .,,6008E � Ra . � . � _-.� � ti •� �„ �,� `�A'��� _ . �z-t" /\JC\ i`; / / /, j... 1r' n t r 1 t „_ r, 1. r1': 1 r� 11 N Ftlt7.!G.+71 CJElE I vj�- `'"��'�1:.::-•ar _ r L 4r 1 ilL{.:..}EI .t IJ,•.. •tr-rl•'i. .,. r7 r.� .,��t� r�qy ltll Ho j, S`. f0 _ r o ,) . �. \� �n i J '' , ✓ r tN t 11C� T a: l� ' i0 �.1 a' ✓ ' .. `V I /i ;� ;, 3 PROPEr Ti' CCfI?SdERS AND LAND MARKERS DISTURBED y IrN.1LdD 1E•6't t i_11i1__, Q , r t �• �'a°. / . r 1 f t -s EicGY -(O aV! TANY L: RID f I !' �- F Sc - C• • I .�T` _ rj 7 I -r % t , L: T ±trUr C k'l7T ` i;�,:; _ t '''i' , _I S LE 1 17; 1. 0.L5 t19.0-t •t'n+.. I �,f� pp 1�:' - St / �• / ':��'j '1. .^v t.. i. t..�i t��"i r,ir ,.,1 .. ._t%3'% 'fJ ��IL�C1, C., r,..•i'.r ..1";•t:_.,. `�CS� li i'[o:'ti:1 .1.,. + 01� _ __ • G• AH 1 r?` ' t o i ° PJL'5"J� 6p7'54'47'lV ! r •` f. ��i ' %iceDURING LCL9US IRUCTIM4,(UNIIER THE DIRECTION OE- A 1W. 6 ri - , Isi.s Gs tT y Al:.o.t: ,'� kY CL? lmlo /0 / /// / ; ,i>� r„' ��, .,�, •,: ,.• .� �' i P� :� ^rs.r��� L • al: A', t,.3� r.: Tv al . o I r r 4j , 1 Y J / J . J t v Y i._, lII :RJ�J I fr. ! t t Z� i :i r .!. .. s IJ':�i�',.4'.sP !'=LORIDA REGISTERED LAND SURVEY'OR). IL I0 v.4311:•co Hitt•_ I ''1`` 11,• n' � ,• ,� - -TOP. IJ a j%GYIE✓tfLllO � F�/�1Q 9 o a1 ,,, '�% SLJIi �_ t T r'` ' - 4 •1 • -�1 '�t!T ,i -- tro to Yr 0'� _ _� QUIL©1 f . �' A p _-•_.-_-_ _...__-,-_..-.._.-___.-__...,__ 'a I �� \ .•t' ! I N. +D �L'u• 1 �` r / ! /j ,/ �/ f s • _ o a. T1iE LOCH O`1 OF AL S `� UTILITIES �� \ 1 / _..._.-,,.�. .., /:; ,, �.,;...� - r j c- v (^ T I c d1j 4u , t?fi h P-I ti r t' tat *- r ,-, } r. ,� LOCATION L E,tiI TIr� IE__T"C .FFIDt11N ON THE s m. m, l . �. r n r' , 0 I I y : . T::'at TIIr{ . ; ' : - .,s :n, n re .:,s.,rn �aa-.sso . .•. v 0' /�� �y �j •t•♦ V. DISI, tl•EC (�0ti-I SH Y.. S:,,. 1 . .. C., -, 1t ` �.r . t:'E t: •. I 'irs' a r L lob :,i� l3iilLUlNI d 600�% SF %' a N8S�52' 3 "Yit 1 3 V G' / "� �r , ..7 ;... FLA,! F(AY6 B EN E1L TE IF! _ . ` . ' , n _ ,... 'i RM EC i=ROM TFIE ElE.,T INFORi\9ATIGi� . I � � � � t. I � ��. � �o a S ! ca_/iY,?1G1 6 ,_ r/� / � :✓Flit}: 4, t ) �= r�1tiW Ii,1:� ,� � �>:��E'`it-.. ? t'st.':tu, • - ti C09r1_CT TO NIeRE N0 ") /i ' > - _ _ . - Ir I 1 S•:IITPa51.5311F. 1 _ a D BU1L©II1IC 'r . -:�'4� I>`�l �20' 1�qq .,UILd71'.D ,� Er SrE"..,_ f, �,-•• t ,. I --+: - n _ } ,(� Q ,1 /�� rj ❑ 1^+7�p f�7 ,1 ,^,J'� ['' 7t^►,��'•C •- u • i-S tv. `�7: 7 �f� qrs _ ,, S'� f, p '� l �j �• r`I r '�iG -E 3 tTI^P.•'1 r p•1;.. '{' Li J f� �. k�1/`•" t t-1 S...A�i,.EJ C`s��1+1 ARE' GIVEN FOR 111E C�LII�UGNl. r:..1 `i l.� l:l- U. INJ. 6.5T 13 r•, a' P11C1 '� r I K' � ,. ,-.-• • L / - ,.�* . T r J ,, f'/ i,�L S 1 { ��I, 3 `J iL 1 t-'. L it i<? i:..�.�tN-.Z..-V.+ I iJ I'.. .-.-.. t { i',L `.'. 1, L.,', ,w 17•: .•.,. J THE CONTRACTOR. PRIOR TO TPE START OF (�iNY CONSTRUCTION ii ��- i `' z .:I _ 0�' 4,000 5E 10' � �'�- � � � •�� GLi�;E a i' T 1i+� Cis: i T r 1''CTO tS E=Wi ZE: 1 1� -� 3 005E,. . /% 'CTI JITY, IT SHA.L4_ LsE= TElw CCi(,T.tAC rOR,a I��SPOi\1SIB_LIT ( 1; i v i , � % r Y, f TO #'d�? T Ir Y TiE 4'Al?II1f I5 i ! i ILI? IE r ''AND TO � TAKE Tl E °��-rnir,Y►�� o � 2 3 6- I�AK ; - f � � . �iI 1 ` :,� � % � 5 �'` , _ i' f"C SAR'1 AR�tA'yuEl'3E"dT� FOR FIELD V'"f3IFIC�ITI0:,1 �r'!0 �.'- I , .� ->., .�- 9 ,,;, „ �. .,,rr ' i/ �tl..,.• i •- i i �7 CONSTRUCTION r'� r 7 1� �, -.1 r "f r r -',j Y; I �..-'.d•_..w i i %. -J. �LI_ l.Lr`.J 1 1 4 < �t t'i:.. ,^:,.,. •r r �• `1U T.i.u1a raJJ • I 11Tt1 `z L Cui',' „ <3 1 L. >C' . '.. +�E%L IO11 a a _ Y ^''i: D" DAK ;il� s c+l • w r / ��nV(YOn(T7�n�N/ j / J �' 1 v^ ti�•r A , t Ors OF THE EI(I�TIhC EJTi IT_> t r fT Tp lsd t n C nc it 1 r �!: ,-��: ;`�E �TY-r, r L TFiE CG dT , C , Q:� ��a_L: - : 'ti` I. ., t . 5. t ur rc !o ; ,% FOR � SPECIF CAT t.'^ � 5, r-I � 1 r, _'I' ANI,/,Rr aO.wD 7 r., I. �•.- 'i'I',nB T g r`f /i'- i,;.. ��Iv t..' SPECIFICATION'S f-I'4 .J �nc, t_�n..J �l it L;�:<.r Jt t..,,. t.. t'.� 'i f"' f ��Y ^C + ! f', T.� 5 \r - '•�--t(,:i." i1 INVr l.ZO o' - 4'P• 0. 1{nIr (CAP Li7L`,�Y.,tr'r� J /i/ �FsAt_L L..ivR+".I..._ CAL;?IC':� IIWE�a .,ICsSSiI`iC; (,'!t ili�iDl^1�GRtliJs�1D (__ <, i i �'",�_j r� `� ,' It1v.r.IDlv�lz •» rTBnirtaifl tip sl tr *'�� ,s ✓ �)i'ATECI 'JTE?ER4'ISE 1lcI—'i. I +;-;•fit T�-+,� •7'•�•'� s=.11 'Y1 �' fFfIL ,�1 r d W�' i 'I I. f` ,,r` -�•Cf. / �\, ;Jl ,L i-1-1 ;: r. >'• : s , e'• :.J• _ ' e_ :.•• ^•^-'•_z-^--'__ :- - ,/ (I /�/. U; LI i 6 r 43 -" JtJ r�� I S�C II 1 , SYSTEM. .J I LI"�e 1 Q/'� �' 1 i . �O• ..'• : ►•• �'w : e'• : }'• ..'• :.'� . a-• :.'• . >' :.' : ►' �� / i 'n ri �;•, . Y -, .. - - ` � � r�cT j - •�-� a� t y- rl.. -, t, ; ; , f ( l i°bn t 1. +: t�.sf :, t•:t�.•a t'• , r' w�'�t 1 �� 1 1 � I . _. i I'..." n, I T i�Ti� t Tom. %� � j�y',,\/Y / JJ I;,111 tl 15' rI K@, cl . 'r I Yn Y h ,r 01 .n a S AFFECTED �, 1 1 E ~- r O Erb Y- E, t t_r.c E. THIS (Gt•If J, ,..L B f _ RESTORED 0 GD C- GA. IT lY UMME r .l£ Ii• 1 J ' v UNLESS G f'f-IOl'�l?rSF© CC?�/l 'r?G'lhl, eo'ii... I '`z�' .� ;,��..a,..,.�,.u.-� p �' f1 l-s' s ° �Ll . TG A CON'DITIOIN EQUAL TO OR BETTER' ' THAN I EX[STED UNLESS r '�.��.., a ,;Cr.(. 4.a2 I.•12'1 r$$ S?EGI`=TC�tLLY E;�E^MPTED BY THE PLA:�:S. THE COST FOR SUCH DEVELC3F�f.�l`lUT nt.ee tl: t. t O � `r%r'�6 i a ,.A ;t, � ,; WAH:'1�o:zo . 9 ft1.STGciAtIl✓Pi 5 1"LL BE T�;G?Dc!aTl~L TO t7TNE{� COiaSTRUCTIOrJ ~�, y AK tlti�v t k;vtls� - '? AND TzG CTE',f� CO .:PEES iTit71� '1'tILL BE �LLD;IGCJ. �3? �.) - r~ , ; ;:-�.�••;a -- „1. 0, r ,1 r N �. qs 7. I''ElEill T€iE1tiC(I EXC�IVATION EXCEEDS 5' DEPTH- ,llu � l ��jjr' lu- a IA s. t', r rw C i T �:� °. I EnE rirzaAm WITH " -5. (�44, A) ..ONTRACTOiR SHALL CONFORM TO I,` E' x��DaRL N �Zp . 03HA STO. 2''3LFR. SECTION 1926.6`t _ I I iIAl1DICAPG1.n .1 .-• .. CGIn(ECT TO CX13i'IHG �-�.--"'� P 0 OG o•��_� ~ � WHICH IS INCORPORATED IN FL. 3TATr sE n 1LRr� DF:,TEauIE______�J _I �t N---q ra�rgP r,T� °II ` 191 ' y � . r,iritiO z a res AN9+' Dv, ql .q6� INSTALL 1• IN(1t4,1TIONVATCn I `•2 6AHlTAAY IA111i10LE 1 �� N v. 4 ICTEA AT HIC!(T-OF-1MY LII:C. � / I INV, IM i Gd IC- 2.1 a, F--_--,_ R ti^C F3) THE CONTRACTOR SHALL PROVItOE WRITTEN EN _ _ 4 � r?2� . 1 7.� a Dt•ia ! ;: i �' •'.:: 0 4 G to . ASSUP'AP�CE CIF COMPLIANCE WITH THIS LAW. - - � �I. � fiJILD1NG .0111P ",i � .Y. b C) TRENCH SAFETY SYSTEM SHALL BE I . •ells a;rt,��j���� 1,2 ` I � ;. eI �A. ElY THE CONTRACTOR. • .lii T>� n.Oyls �) 7,290 SF / : L MME I S4IH At:7 THE 11M FOtkrlr I I L- ca VIATE:1 GAIN --- ,,Ctu!=' ai ! .1 2s' 1°' > JING lit0 m 6l tm 8. ,FOR LIMITS AND SPECIFICATIONS OF SODDING.. __ -I a � ; { Till o REf=ER 1'El LAhE�uCAPE' PLANS S; SPECIFICATIONS. rl �I 0' 2 0' C ,7 F • .' �, Y'. a r Vtd V a 1 'r 9 f �� 1�� �T .�* 1; I {, r � " 1Z D Sr.• 'LTEAfibUF f i�IC I 9. THE t:C]NTRAGT01� SHALL EP��UP,E THAT ALL PERMITS FOR j-- I �:(� } v� .. , . •, CONSTFdIJCTIUr4 ARE Of3TAIrtE PfiIOR TO STARTING WORK. -" "' t . � - .� , -sr IIII()f 1�j! Tr'E�Pan1�R Irtl NCr TYPICAL cp ' f4 A!�rtTi- } I TEE d1;` Gf �N a' P 4 0 1'lA E r 5V THC'X IQ*%wT TAP TEE. ----R - ia•nr,rt - - --- - -_ lfd.' THE Ct)NTE?ACTOE� SFfAEaL !~OORf1INATE [3ETWEEt1 MECI iANTCAL, v�Lve hN0 sAODLe. `^ r4r.Wr4 rr<roa a [�6 0 t Q I t P61cef 7_ � �i� W1 .. , G C L I RIGATIO FIRE SYSTEE IS, CIVIL ETC ... IF ANY ELE TRI A IRRIGATION, . . �, �__� _ - - �' : u r�. �> -L-� i,.�..._:..., ,. - -� CONTRACTOR U S EPAh LIES ARE= F FOUND, THE IS I 0 NOTIFY I (,R 1 QU.f• . 5' n 1 B THE ARCHITECT AND ENGINEER IN WRITING IMMEDIATELY. � •---.---..------•---- _r�� �.� X Si(N z1Y��r'��R�""`E1Z1Lr �- i llydrznt `itT;re:t�F%i'��ta�11%- 11. THE CONTRACTOR SHALL ENSURE THAT ALL DEMOLITION O1= F I EXISTING ' STRUCTURES (IE. CONC. SLAB, ETC.) MEETS CITY. OF SANFORD a_•Srt.'L'n! 17E7£SI av � _1-,�,_� �- • STANDARiaS f3r�D REGULATIONS, AND IS, ACCOUNTED ��` �"A, ICE THE SITE CONSTRUCTION CONTRACT. 12. REFER .TO THE LANDSCf�I-�E FLANS FOR THE DISPOSI T IGt'•1 AND PROTECTION _ OF E}CSTINC TREES. L .1I 43. C NMSTRUC Ti�I I CON T RAC : OR H ILt< S 3 1- r, E T r.-,- t;� C "+ CONTRACTOR S' • U,RL'4I . TC T: ,L OESIG.? i MG 1 t�- tY c-1.111 ;AE�,�;a0`lAt ��{-;l?1' GIY,�1+daipS. FOR. T i�C'GaEOGRSO REINFORCED SO: SLP_FiE . " � TD' 8r OEz TG a`Ct7 ;d_q :PRr<�Ar � q R�'' _�i F E CiEtIaA STATE FEI ISTE�-z"_rt_ .:-E f�CTE,T•(t G!'NEF_:P! TF'F CO°'T OF THE C YrC , , , -1,' l; - - ,t 1 L ,1' 1 Z ,v THE c 1� �(_•{�'� �.L .� ��iJE'�.",. r.,�4�.�'.33ilii:i 7�''1" + i^' -+ "" T `�� :, 7 ri 1• tir, r , • , v t•,tl? .,, ,T,', j:• •r1 rt'�-1.: - - * , .E E �•E:�1=t3t'1 :�..,�I.i r✓ GF I.I-E'. MPiSTi=Ya.:CT110M C;.tt•t.TF:-;C -t.. �": 1. ' ,.�MArSq:',cR?/y]r).U■FA1.f CYriR.9.3Ye - •..�"aM,-.-.1-.K�.>L-•1>QiM•Y.sOfT9I'l.h O,MKL. '1tSU:-Y.2`.�^!""-,cmtn�u:�iueuxundac[-x,=r_•,/f--tse¢--".1'Nlc:r_7'.Y:=.i-n.-_o'iL,�m.:t.mt»:C,t'JYS,:_,.Ltr�.[v.0,�•.,',.nm+aS,U s�R-r-•�,-. a'm times�a21aL.1-=r=, .�.[.. 1a YT;a;LE'wII�=as<4c�:-,ZSr^v,y'_pm'l _ __ "" N '7 I! N A 'DI Pppi r • ,iCIIi , % SY, r , sf�1LDIN© r. �: 3,390 SF : l e' rim- 16, p RCH 31711" IS1t,LCT'In'E ` AkV - ..{;e_r,� L_ r_ E� g . �' .- I'116 [OST ;D rp b. I WET !RAID COAISE,gVA770/ A��EA l2'- `" / (f.51SACRB'S) r I? . s ' CO, /00 °9 P u' A 1�% Grr,, ., �_ SANITARY LL /GCS eT I NV, 8.23 IN•6"I V v - I� ,w 1 NV. 8.13 tW-12" ��\ lQ,I6 6V511wo ' .J . � �./rig M to 1_ ;f% 1 , E41,10 I? L ,� �1 1 �I �(j, f 4.t t r U, I-- LI; I ) / 1 ` n� . 1�iPI G�!-7-�-�� 1 j 0i 1� r t5 �''I I tI ,�j1.� 01 I'll ,I�I'� •F .. 11V ' ti 1 s' c i ► Y of seta o��-s- " ice s Ir � I It'll (F !- YJri'YA:�_ - - \' 1 J �1� , WEST 1 ST STREET* (S TA TE ROAD 46) N 10' RIM . 1 Sr...•..•.� 'L _ 1 •4, is .'Fc. 9 S }} }} ���''i r' I d' l .s � �� - ° ' t t t 1' l i [� L-1 I o c o ... .' ,1 { , ' ,. - .i. lt(�l: N - .. .. _'.f _._ ... I r ���� .,✓ , a i',t,om i/ +' `` ,� ..c� ^ 4 L V..'1 . „_ ,•Q.,. 1" �,; i,. _.... " i r I .• '' `'v'' t.""`-'srw••�8'�^dd.nk'.r,r,\,�`t;ti ° �; t.? I t•, z�. .r_ ,. _ . 1 ' �1...; r` .+; to - :..,M1 .r.a... tr ry'. -..r., w i.iJ'''l'`I :."��11Wi f t 'r r ,I. "IN . t . iL C, it. + , ..� �T .t r..� „_ t i "r•,t _,; .f I`r" tom.,.7 7, r f. 1,. - t'�..i..M..-..._' �i. ,v. 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O C L` , •7_ ~ 1.1 A I L'-` y !fr�1 �y t„ ((��[„ '(','♦ ram\ �,r �., [` t, ] 1 -ty �� e MJ laJ4 %I r'i'...t`, eJ F'iit,l{lit, l/ L�t {f.�� Li I�L.=,i,,� Imo' �:-i (•riLc- '�f �lE _rl 1-.�I:�v 1i3 :,I wVi.. 1 1 _4' . _ Y 1 n r Y1 T C 14• '� "`Y 'i v L - ,' r a !R l I - s r :; �. CAI.. .z�f�fi: If1 t �0... T I-: ,.�ui�iT' Arl . LL.0 ,:R::...,_ ;`�` I FL , .,..�� lilt EJJTrLF 1 tt t ..4 I. i, ii_ rJ •, t h '•'. 47i?f 4.' '.....,fly. _r �;I.,,, `4 :-I 1- i E PIPE !, Y DiJTfi t�>" L,. t;. 1'. ."vx'" it.I-t'4 u Ii . CF,0St-�iN,S. 16. TIlL ON -SITE_ rdA TE,�l,t1.R COL.�c�"T C;?� :sT"ST,._:II � I'.�dI;:,k.iw�1. OWNED AND !`1AINT,A1,N1EE`). NOTES ; r Tr' T< S, ;F `7. TW C�1'vTf'tACTC I SHALL L I.OTiFY r:E i ! C = �, .7 , ri- , r'{L't,"s ,q 1�YI Jr''�} ✓ w, ^.i ," T„7 f4` ('•�i Lt ;�,t I r•�• ^ 1: ---- CIE_ (',R IttEN-I" '.i. ('C1:.: 1) �"02-1c.l25 iMIR, r.f C. i CH', ,:i%OT, 10 „�'?1i��`v :`•Ef_J:,•^ � 1. THE ONSITE WATER SYSTEMS (POTABLE S; RECALA:_.M,E') IdA^rER) A ='ELD 03SL=ERtVATION SAND F"%1 yrAT VERIF" t1'iNQN w7':rl 't „'_a.� w'r`? P'RTOR TO At IY SA,N"t T r`r `; �.3 °a'>wR 4;1Nrr'ci:, SHALL BE PRIVATE, SUBMETE~RING IS AN OPTIONTO THE -: 01, NER ASSCCIATION, ;,•-�� �,�j�„ w ,r L� rye l�, '. T!'i,_ Puri, :-t_ a -IEL:: 1 i»�i'.CNG, I:S T�a 1 IE 5' L J , ,- .5� AS THE CITY SHALL ONLY READ THE MASTER METER. T't'E T_I-E-I� : MANHOLE'S EXIST114G 11'N 1'E'RT AIND C'0''D1 i !l3:Y ?4 Ti-!-,-:4 CIT r'S PRESEN''C'c. 1. 2, ONSITE IRRIGATION SYSTEM SHALL USE PURPLE PIPV.. i' 3. htA I NTA I N I8" M1 NUIMUM VERT I CAL SEPARAT I ON 0ETV;EE N 'X' TER AND NON-rvTA6LE L i N;_ I'llI THi. WATER OVER NON -POTABLE L I NE) TYPI CAL AT ALL CROSS! 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