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HomeMy WebLinkAbout1200 Lexington Green Ln (2)I _ d d Ltij PERMIT ADDRESS SUBDIVISION - - CONTRACTOR \�..�;_ _4.� ``�s� �sl �� Y I �����-c C� PERMIT'#Q - �� DATE ADDRESS PERMIT DESCRIPTION � PERMIT VALUATION PHONE NUMBER j� ������'� SQUARE FOOTAGE 1 1 PROPERTY OWN R ADDRESS C U1 ro C 18, CONTRACTOR SHALL ROUGH -IN ALL WASTES AND SUPPLIES TO SPECIAL _C 13ENEF;ZAL. NOTES - PLUMBING y�= . m� STAINLESS STEEL POSTS, BRASS NUTS, AND CHECK FINAL CONNECTIONS, ALL SUPPLIES SHALL BE VALVED, INSTALL VACUUM o 1 /2"CW SUPPLY WITH BREAKERS WHERE REQUIRED BY CODE. 1. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL NECESSARY V N oar FITTINGS AS REQUIRED BY ALL APPLICABLE CODES AND GOVERNING a o o AUTHORITIES, .,,_� • VITREOUS CHINA, 20" x 18", 19. E s 2, CONTRACTOR SHALL VERIFY AND CORRECT AS REQUIRED TO MEET ALL t y N U � CODES AND REGULATIONS ANY POSSIBLE DISCREPANCIES BETWEEN TYPE s =' 0 3/8" ANGLE AND SIZE OF CONNECTION SPECIFIED IN PLUMBING FIXTURE SCHEDULE • 2"WASTE/SANITARY, 1-1 /4"TRAP, 2"VENT, 1/2" HW, AND FIXTURES ACTUALLY INSTALLED ON THE SITE, 8Na ° _U ° 20, -0 2 3 a C ,• V 0 3• ALL SANITARY PIPING SHALL HAVE A 1/8" PER FOOT SLOPE UNLESS E ARCHITECT/ENGINEER OTHERWISE NOTED. E v o AMERICANS WITH DISABILITIES ACT HR HOUR LOCATION APPROVED BY STRUCTURAL ENGINEER, 4, VENT PIPING SHOWN ON FLOOR PLANS IS ONLY INDICATIVE EXCEPT FOR 0 v �o VTR LOCATIONS, AST1A W MAX MAXIMUM 5, VALVES AND FITTINGS SHALL BE OF SAME SIZE OF LINE ON WHICH THEY PIPING SHALL ESSENTIALLY BE ROUTED AND LOCATED AS INDICATED ON G V N NFPA NATIONAL FIRE PROTECTION - ro ,A ARE LOCATED, 75 i2 s o •;n NTS NOT TO SCALE N 6. CONTRACTOR SHALL COORDINATE ALL WORK WITH OTHER TRADES. U Q � U r- �= s U 1= 3� PDI PLUMBING DRAINAGE s�ia N !v 7, CONTRACTOR SHALL FIELD VERIFY ALL GIVEN MEASUREMENTS PRIOR TO v COLD WATER LAYING AND CONNECTING ALL PIPING SYSTEMS AND NOTIFY ARCHITECT OF o m ig 5 ` ANY DISCREPANCIES, HANDICAPPED LAVATORIES SHALL BE INSULATED PER AMERICANS WITH DOWN SBC STANDARD BUILDING CODE DISABILITIES ACT, WITH FACTORY PREFABRICATED MICROBIAL PVC RESIN .� SPC STANDARD PLUMBING CODE ;t ro v a) 8, INSTALL WATER HAMMER SHOCK ARRESTORS AT EACH FIXTURE OR 0 •L, V 0 BATTERY OF FIXTURES WHERE REQUIRED, ARRESTORS SHALL BE V Q, O 03 FACTORY -FABRICATED. INSTALL ARRESTORS AND SIZE PER PLUMBING AND � V a o DRAINAGE INSTITUTE STANDARD P,D,I, WH -201 • TRADE AND AS PER CODE, ADDITIONAL SUPPORTS SHALL BE PROVIDED N ' W/ WITH TO TRANSMIT LOADS TO THE MAIN STRUCTURE WHERE REQUIRED, CPVC ° °" WCO WALL CLEAN OUT 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 9, AIR CHAMBERS SHALL NOT BE CONSIDERED AN EQUAL TO WATER Es s ° o 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° E _ U m C 1. U" a 11, ALL WATER SUPPLY AND SANITARY LINES SHALL BE RUN AS CLOSE TO 0 - r °'v PLANS AS POSSIBLE WITH NO CHANGES IN SIZING, 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 12, CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL NECESSARY W U.- y G ° �ro v SUPPORTING DEVICES FOR ALL FIXTURES INCLUDED IN CONTRACT OR FINISHED, INSULATE HOT WATER LINES WITH 3/4" CELLULAR ELASTOMERIC CJ 'D HEREIN SPECIFIED OR OTHERWISE, INSULATION, 2 N iU C Jg C ro N V ° 13. ALL FLOOR DRAINS SHALL BE PROVIDED WITH TRAP PRIMER AND FITTINGS BALL VALVES 1/4" THROUGH 2" SHALL BE TWO PIECE - 600 WOG, E C U U 1 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 ° r- EXPOSED, In w s o r_.9'.� lu o > 15. FURNISH AND INSTALL HOSE BIBBS 1'-4" ABOVE FINISHED GRADE/FLOOR U U "U AND PROVIDE VACUUM BREAKERS. 16, SEE ARCHITECTURAL DRAWINGS FOR EXACT LOCATIONS OF PLUMBING m ,a m .m FIXTURE MOUNTING HEIGHTS AND DIMENSIONS, , F6 C: Croom w_j� :E a � U 17, CONTRACTOR SHALL INSTALL DIELECTRIC UNIONS AT CONNECTIONS OF Ms ° ' • Zit DISSIMILAR METALS, y 18, CONTRACTOR SHALL ROUGH -IN ALL WASTES AND SUPPLIES TO SPECIAL Uy a -- HWS— EQUIPMENT ACCORDING TO MANUFACTURER'S SHOP DRAWINGS AND MAKE . m� STAINLESS STEEL POSTS, BRASS NUTS, AND CHECK FINAL CONNECTIONS, ALL SUPPLIES SHALL BE VALVED, INSTALL VACUUM o 1 /2"CW SUPPLY WITH BREAKERS WHERE REQUIRED BY CODE. --------------- AM. STD, -3042.109 VENT & SIZE oar P,D.I, AM. STD. -5324.019 o o LAV -1 -- WALL HUNG LAVATORY - BARRIER FREE HOSE BIBB • VITREOUS CHINA, 20" x 18", 19. ALL WATER PIPING INSTALLED IN EXTERIOR WALLS SHALL BE PLACED ON ° • WALL MOUNTED. THE INTERIOR SIDE OF THE WALL, SO THAT WALL INSULATION CAN BE y N U � 2,0 GPM, PLACED ON THE EXTERIOR SIDE OF THE PIPING, 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 ° _U ° 20, DO NOT PENETRATE WALL FOOTINGS WITH PIPING, COORDINATE WITH 2 3 a GENERAL CONTRACTOR TO DROP FOOTINGS AS REQUIRED TO CLEAR AIR CONDITIONING GPM GALLONS PER MINUTE PLUMBING SERVICES WHERE ABSOLUTELY NECESSARY, ALL PIPING ARCHITECT/ENGINEER HB HOSE 8166 PENETRATING A BEARING WALL OR FOOTING MUST BE SLEEVED AND AMERICANS WITH DISABILITIES ACT HR HOUR LOCATION APPROVED BY STRUCTURAL ENGINEER, AMERICAN SOCIETY OF HW HOT WATER �o IR INDIRECT RECEPTOR AST1A W MAX MAXIMUM vLV21, MIN MINIMUM PIPING SHALL ESSENTIALLY BE ROUTED AND LOCATED AS INDICATED ON G V N NFPA NATIONAL FIRE PROTECTION THE DRAWINGS: HOWEVER, ACTUAL PLACEMENT SHALL BE VERIFIED BY ,A ASSOCIATION CONFIRMING EXACT LOCATION OF STRUCTURES AND OTHER UTILITIES IN s o •;n NTS NOT TO SCALE THE FIELD AND BY CAREFUL LAYOUT PRIOR TO EXECUTION OF THE WORK, LLo 0/F OWNER FURNISHED DRAWINGS ARE GENERALLY DIAGRAMMATIC AND DO NOT SHOW BE �= s U 1= 3� PDI PLUMBING DRAINAGE CONCEALED EXCEPT WHERE SPECIFICALLY NOTED OTHERWISE, CHECK VALVE INSTITUTE CW COLD WATER 22, HOT AND COLD WATER SUPPLY PIPES AND DRAIN PIPES UNDER 5 ` RM ROOM HANDICAPPED LAVATORIES SHALL BE INSULATED PER AMERICANS WITH DOWN SBC STANDARD BUILDING CODE DISABILITIES ACT, WITH FACTORY PREFABRICATED MICROBIAL PVC RESIN .� SPC STANDARD PLUMBING CODE SEAMLESS INSULATION, BASIS OF DESIGN: ZURN INDUSTRIES, INC, °0 T & P TEMPERATURE & PRESSURE F •L, V 0 23, WALL BRACKETS, HANGERS, SUPPORTS, ETC, SHALL BE PROVIDED WHERE 03 TYP TYPICAL REQUIRED IN ACCORDANCE WITH THE BEST STANDARD PRACTICE OF THE a o U/G UNDERGROUND TRADE AND AS PER CODE, ADDITIONAL SUPPORTS SHALL BE PROVIDED N ' W/ WITH TO TRANSMIT LOADS TO THE MAIN STRUCTURE WHERE REQUIRED, CPVC ° °" WCO WALL CLEAN OUT 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. C E L 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,° o AND GROOVED JOINTS, ALL PIPING SHALL BE WATERTIGHT WHEN U.- y G ° �ro v FINISHED, INSULATE HOT WATER LINES WITH 3/4" CELLULAR ELASTOMERIC CJ 'D 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, ° r- lu „43E° U "U t ''U V W m ,a m .m C V U j ws �m =mv� ON C C U E ro cu v m o E 2 m PLUMBING EQUIPMENT SCHEDULE 314" 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 - -- CW �-- • TANK TYPE, PRESSURE ASSITED SIPHON JET, ELONGATED BOWL, FLOOR MOUNTED, WITH BOLT CAPS, 1.6 GAL/FLUSH. -- HWS— • 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 VENT & SIZE AM, STD. -4086,100 P,D.I, AM. STD. -5324.019 — LAV -1 -- WALL HUNG LAVATORY - BARRIER FREE HOSE BIBB • VITREOUS CHINA, 20" x 18", Fax: 1-1/4" 17 GAUGE P -TRAP WITH CLEAN OUT, --- • WALL MOUNTED. FIRE WATER PIPING • 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 -- Fax: BALL VALVE --- - - - - FIRE WATER PIPING — .. - - - - - - - - — GAS PIPING CONSULTANT 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 0/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 0 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 WC -1 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 / ���\- 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 //V LAV -2 LAV -2 J�v 2" VTR �,• 4„S r I s 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 LOT 18, PLAN A 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 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'/ / L .JOB NO. 03225 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'/ / L .JOB NO. 03225 PROJECT ,,NOTEI. S- LEGAL DESCRIPTION, 010.39 AC. 100.00 1. DEVELQPERa S MINOLE PROFESSIONAL VILLAGE,'INC.. Lot 13 and that part of the South 1/2 of Lot 7, Block Y, IYMng North and tllast of Cloud Branch (L000 road right-of-way), AREA: 001.72 ' 2 0 WEYMONT ,COURTp`,SUITE 110 '' • LAKE MARY, FLORIDA" 32746 FLORIDA LAND AND COLONIZATION COMPANY MAP OF THE L I EAI TO ST, GERTRUDE ADDI TION TO THE TOWN OF SANFORD, To�'c�/,area -10.39 ,acres - . -, ,' PHONE:(407) 330-7383 . occording to the Plot thereof as recorded in Piot Book 1. OPEN .SPACE axrLtmTra roml a t27Lr:f111 (L AREA: ' ` Pages 112 and 113, of tho-Public Records of Seminole County, W011671261�' = 1.55 Acl os AREA: ' .ENGINEER: INTERNATIgNAL ENGINEERING:' CONSULTANTS, INC. Florld0, 066,18 ' a.; w •r to - :mac r;0. t t, -.� w i.iJ'''l'`I :."��11Wi f t 'r r ,I. "IN . t . iL C, it. + , ..� �T .t - „_ t i "r•,t _,; .f I`r" tom.,.7 7, r f. 1,. - t'�..i..M..-..._' �i. ,v. '�'..�-•I,-1, 674t QLp Ci 1FNEY HIGHWAY L:1 ', n ^ t "Gl i�'+;i',"- _ , n ,t... _..,.tet.. ....LA'v _ 5., .i �., (.;•:^.�1; 's'eT:'" �/ef Aroa ' 9.84 Acl-eS 1 �j {r'1 }r- INC. ���II t,. L.9 (i ORLANDO, FLORIDA- 32807 • E'HL►NE: 1407) 281-Y775 FAX: (407)''281-179® and The South 112 of the North 1/2 Lot 7, Block Y. FLORIDA ..___-,..._.._... !tF_h,�:,u �Y;,,_ �'I�F'l;zc.t�:,. - . �' Y-,� G' I�115 15 A-C-oey �pr f I': E tri ' t of a _ as -.-_ t.„���Y,(i••`i'I`)lez.Zni`Filist 4,t ..I r, d' . ...d ��•-1..t r.,: i,...,.._ t- iI'll'1. :A . SURVEYORI FIRST FINANCIAL SURVEYORS, INC. LAND AND COLONIZATION COMPANY L I MI TED MAP OF THE ST. GERTRUDE ADDITION TO THE TOWN OF SANFORD, according to t n L f 1 i :-i ri I '� 1 �v ` V`Q�Q)yl + 1 1E' 366 'AULIN AVENUFwd SUITE 3 the Plat thareaf, an ':.corded In Plat Book 1, Pages 112 and :; � z., i �! �� Ply �� U . . ' . QVIED ,�} FLORIDA 32765 07) 977-7010; FAX: (407) 977•-7020 113, of the Public Records of Sominola Cou ty, Florido. I fl __- .,_.... t t f __' ,,°' „4, �,;,� ,, i �� . Ig • 1�0 . 2.: PROJECT SITE AREA: - - j i I A ,' ' 4 : i f r i r ,- :: L .. , . �,' - ,?�• :1 � - Y ,I r. ,, :r_� EXICTI1la M11TAnY, ,mot, ran. YYL 11 'r L KI GTI,s-CmIrANYHA HI 4 97 tN (.• {•Yol . - - =-fir _ j '._�T__- - r, ,,^0..,, f f I j'r , i 4• _ _ ry 1 �' ' {. ' i `. ;: I1HHVV G6��89 h4- RCPI r. I0. 6 rD ([0.24. BCP] N. Iriv. r,]9 H1.0'YDT] F / // T ON S T REF T _LvirlING BANITAHY mliff I 1. ; { vL II Y, / c. Ifly, a.ia lL z0.- rmpi SITE . '. AREA: 010.39 AC. 100.00 7.. BUILDING AREA: 001.72 AC. 019.46 i IMPERVIOUS PAVEMENT AREA: '- arxl'mm r�Tmim COMMUALNIVAMT _ 004.13 AC. 046.72 % OPEN .SPACE axrLtmTra roml a t27Lr:f111 (L AREA: 004.54 AC. 033.82 / ) I TGTAL Ir1PERV" AREA: 005.85 AC. 066,18 ' CL��tn��gffppl1�TTa9�t�, - [. IMI: s: e� a tE:II °ncNl OR Itis T '°,Hili' � £Ino �T,'• ,, rF dTI1,L r cax,rcr g[a1 IIA c II AOPCD' C N In l,0.-■.-TdTv.Y (5 p RIM YLINY.9,621*24•nCP1 n"�1�u��L'"Lc�� B8I" lIV-Al ,py 6. rl�6�h. 9NVO, A [t.yAIVLLPaIADGIr, ii 7aACplE. UTCP�.'d.$0 lOP.NClll 6 QUICK PAYCIENT 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. 1911'15'9L w _ f r 4'fth "' w.� .._d.._.o 11 ..E.■Jt�r:l.��3:.tiFQY.Sa.... «.... i,ir. 11-11 naavgtrE `4A_ �',- M... inV. 5:73 iC•za•rsR� (� r� Y /Y ELz 17T1'i1i'i _. I t. `".. �. .»V4 I [- t "Y,. s,,� r l■•a• 6 I ....� ,` «fes ...._•....._...... .._ �lC i_ - - - 4 ynlN .«�}1� ! FL>Ylf� t0.,: d•:»- :.rr.�-sr r0. varesrrr rarer, :g - n,.r ... a w: $i a3tS¢a9'a"' -V i °YY°=ACEit'NT V! Q PLAT I Q I i.-, J ,<(; � -10' WC 1Y CXI6TIiICDANITAnY6lil{OLE i 71 1 IrL� a • w ,re's ►•-+'�`.' n.e _ ,___-___„ __v^ - fA9'G2'35'� _ • 7A1.a2' fl toN 4 f 3• PARKING CALCULATIONS: Top.y;zzzr{�� + s•rav+rasr+ �..,.._ . . 0 NV, 6.22 jf6.70'°InJ I } � r,�Y � Tj� E ^ UTILIT A6EIYENr (PER �� �`'` - - - """-- r PARKING REQUIRED: E. ir,'. 3.1$fE-7o•el P) t Nmg%1 Ril _ t i •6 ' LAII .. «�. n •__ f n .cw �� 4 (75,6)00 S.0 .) / t200 S.F./SPACE? = 375 SPACES t 1. } N _ _ _ a, �`" z= a ►PL ^" _ •� _. tilShnY_1t4N/}OLE ii}. v 1 ° 0' 10 25' _ F'ARE�ING PROVIpED: I. v �a ,•. `,itl `" .W. T �_ •. z. ' It «_, T . io ... TP. ____ _� �y 1. ALL PIPING SHALL PE CONSTRUCTED AND CC1I�E'lECTG EJ TO PIE'Illlt� r Hv, 1/.OG E., �, N 0. 1ZEflUIREq ELSEWHERE I' 3 THE f�C?rUP�iEr�fTS. PAVED REGULAR SPACES = 376 SPACES (INC. 8 HANDICAP) IE. N :� rlsYif�� 4 1, � y1 ,P 2so Lr,-lD'PVD <t/ I r 0 r 20' _P Tr h ut (.Is o 1 - 2. ALL SEWER AMD WATER LINES ARE ►'0 EIE CAPPED 1'Ei`tiPiJf1AE1Il_1 A 1 3�'TY pap �� v. , �'/' tl res: �2. sm ►vh� 5 - `'1' �i W 1-s. � 1� r rt� , 4. ErtISTING 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 } . ' °' 0' 11( a' D !N a 10 U' ii ` 01oP. 11.50.11. I `g _ IV. t�Js rI4E•10.1 THE SITE IS WOODED WITH GRASS VEGETATION. °• I"' r T ' / " � 6 1I C, Y' N 5 20 r r, ♦ tf r tD __.._ rim ,11Y: E, t.;.ta, 4 SANITARY, STORM ,JR I,rS,{ li > zs 4,500 SF C3 - - -- ci tl,s•1 3. WHEEN WATER LINES 3: MAINS CROSS SANT AR S• O M , rnu� y' a,� T ; ..... • •. - ,. • .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' _ I -U I > rP, °� I BUII DINS E T` � W NnlaAPc1010" . � `S I, -1K . d I ,, r `- 4,. ' P OPOGE° vd W_ .- ! ThC h�lN-POTAE�LE WATER MAIN SHALL 0 REPLACED WITH BUTILE ILL: ! u�I L l Tv En5��1ErIT� j e BUILD! D BLIILdlNG 'a 1 [ r t- 4 G. EXISTING LAND USE: COMMERCIAL 1 t ; In, (PER PLATT .. o%0. N .«. b 95 t. 201 m IRON PIPE Q OR A DISTANC!" Gf= 10 MIN. EITFIER aIL1e 0; THE CROSSING j, -IJ =°A t° �� 1Ns 31900 SF !rt 16 �' o l� .� APIC} p iYE31OSTATIGALLY TES T E[J. b ].. a 1. O Ih'b , t r'' E t 1; • Z, r' ;I,- a. n . J,G0C 9 4,500' SF t + �1�� i °' A LATERAL SEE'Aiila 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 sl IaATrIo1 1i H `r °' sOTA7LEp`i'en U1LfJINQ fI� AND ANY NON-POTAGLE LIIJE>a f�T ALL TIE�'I�,✓, t t SEWER -CITY OF 5A�1FgRDAV a v° a iTTPIC t �oWILolrr0l o' i r r'-' iLlt P9AIN IS irCJNSTRUCT ED OF DUCT ILE IRGi'. PIPE. ( RECLAIMED I�Jt1TlcR -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 `OE= 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 LOCATICIN OF ALL EXISTING UTILITIES T iCs EllJt.l G S Ti it;. E+1.r:I�t I'll14fE $n EXISTING SITE ADDRESS: 3(l. MANGOUSTTNE AVENUE 1. Q a 9 I 3'600 Sr- •••_ ••• T n a BEwf DET%Ri�iIIVED E"Crt]1�^J TFiL QC ST INFC'Rfi`iF1 i ICtI1 AVi yILAaLEP AND 1 . I .:1 I 4 N -' i r f .� 6 �,3 � x�ry I ARE~ GIVEN FOR THE Ct)�eVENIki'1CG O1< Til- CONT �A .TOR. 1�RIt1 ti TIO `' I s4' zo' 11 0..o' zd' zo' i ( 20' aa' t 0 fa � / ,ll r CE lr S1'A1�T Ot AI'dY COP'iSTfilJi TION ACT I'dIT1'> IT S, ,�iL,i BE THF: 9 I �� 10 -'�'" sYP. . BUILDING `. _ � _ . __ _ _ _ _ _ _ __ _ _ � ....�� _• .�.- - ';�� /I f CONTRfiC i0R'S RESPONSIBILITY E Y TT! P;I�TaFY THE ti'':RIOCIS UTILITIES { I .. __� .:a ( + _° e �' ;•�1�"3'� (�rdC) TU MA!WE 1'i lE i�;MC ;SSr?RY A:ri!t�i•;Gcl IE 1+1T t-t�R FIELD " .. N L� N T n A t ° M l d � 1 1 iYP, 1� �t� ---• 00 .", of I tc3 (+ , " t: T 1 7 r r �k 4.� 5 `� )�+ 1]>t'uL '•'`'- 1 e 3, coo �+f' :� �� r d VEC�IFIGI�'CICIN �F Ti�lw E„IS I1�G }JTILiT..: 5. TI t _ CI3� t FCr�CT;:tR :I i ' b :` 2.-°..••-a� �``�.` t5' / /ter I r '•°� o� �r c`" ""� i E'�Et�CIS�� CP.t)� 'W "i GCtGre�"ter �. t tl r•� 1 l','?5 Ti "' I ION t'" E; SING NY Er, Eta ]I,C,_,, U i ; t TG 1. P.E.L CONSTRUCTION SHALL Gfl1JFOR�3 TO CITY OF SANF13AD 4 I i3UlLDi;UL ITP p } � � y -�' SUILDUVO !` � T►� �a ,/ t E l ,s I �,/ EP!SURE THE Ih� "` i'i4trT$�i�£ft ,�%� �` % aa• �' TEL1E?I i Y Or "F'H S t �TE''i: COME07 is EXISTING a f 9' STAI�!CaARC3 UNLESS STATED OTHERWISE IN THE roc a�Lr Ilatr t I / EI!_ `�---. �_ € ! I a _..� J I13 10• + t t_ C` ;•` CD �, �, SPECI(=ICATIONS. VALVE AND sA"nolT1P Tee. G e i 360610.F ��j� �'} tom- ---•• •••-- �'" ,o� r . t t 11,1 1 t l r, . r ,,Y IT• r '' - VAL K u GOltel r0. (` . i _.y� . f/� i UTILITIES PR.IM 1''r' t 1 T LOT & W 0.'P c TCIIAL Q 9,6 Q S! �. COt+l51".'tU�TsL l: Lr F i<rY ll IL .. I IirS t~' ,?..ws' iL'; O : r�:f._,4 R1 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 IND T BE AL _Cr';': E0. I - R,�. I g + 1 ,c �y �q� i1 Ll Ln j -C: . I ! u •. V. �� r 6 ; 0 i% _I fit o' 1-1 �; . � I I 'F I', i ry -y UILDiANG /. 19 I,tI R 3, ALL EARTHWORK OPERATIONS SHALL HE IN ACCORDANCE )��}I ;d11!?.Lf, I "'"`""`� `, Q� d W f�? '°' ,,o,.....�_. x int rl r rpt c Ora ; , ,t.;rt r., 1 l�r-::t-.M:: --tet L •ha . ff t�rA) f. �_ a t� // _ _ --'-- A. .� P{ a�jlG �l __ = :� 6. r,.4_Tr,E?'L ��,'1 E (,�i E ?r'f<c.. �" C a�.•t _� ,u:'•,1:*C 1,-< 1 L 1 I! E Y r� + I f l', 6.6(11C•,..t I ''+ BUILLJ!]V© f777, i� O, �' o r' �" ! "'_ .._�-_`'r Tial?LiiAT101fi•:.fl fl pa'__�, y "S ./ � f:•,. ,1 �' �:, r' ] !] 1 i' {9\i , ,C'... 4 b;I3 Ei CI Or S NF[JRD SPECIE -It A F IONS. L �- zo % �,� r :f T e1 s "*r = t , . , . ,- I',,. . - •1 b I t5 �i C,�___._,� 1100,5 ;�hr�--&3- ...,,.,,..I, r „/�'• r. 5 'I° -yy , .t i� nl'. 6,36 It,'91 2 , I - / (",- C;.,. • .{• : i ,.. - i I I "T T i3O...,.. if ;,.,.. 1=%:= t•. !,- i 1 Q D. •1 AS 1 1`, r1.t L L' 1-.. Il .� ' c Q: T Y�lEt6 n P. ► n _ / I J' : � ' '� r r.'., � ! I i'. � y' +�' I• S Ti I i 1,'=+yt _ "�'"`_ �� _� % /i/ / L 3J3 3Ct r' . c . 1 J F ', - A C i!;` 1L A'. THE CONTRACTOR SHALL REFERE CE ' I r I I .,,6005E Ra . �. _-.� ti •��„ `A'�� _ z -t" C\ i`; / / /, j... 1r' n t r 1t „_ r, 1. r1': '1 E r�N F11t7.!G.+71 CJElE I vj�- `'�''���-.•0.r r L 4r 1 ilL{.:..}EI .t IJ,•.. •tr-rl•'i. .,. r7 r.7 ,,��t� r�qy ltll Ho j, S`. �• f0 s:i; _ _ r o ,) ..,�.'"'� \-� �n i J '' , ✓� r tN t 11C� T a: l� ' i0 �.1 a' ✓ ' .. `V I /i ;� �. 3 PROPErTi' CCfC�SdERS AND LAND hIAR,�EC35 DISTURBED y IrN.1LdD 1E•6't t I. i_11i1__, Q , r t �. �'a°. / . r f , cS.-, EicGY -(O0.V! TANY 1:: RID f I !' �- L- Sc - C• • I .�T` _ rj 7 1 -r % t ,L: T ±trUr C k'17T` i;�,:; _ t '''i' , _I S LE 1 17; 1. 0.L5 tri•❑`s -t' n+.. I pp '�:' - St / �• / •j''j '1. .^v t.. i. t..�i t��"i r,ir ,.,1 .. ._t%3'% 'fJ 5=_" I— C., r,..•i'.r ..1";•t:_.,. `�CS� li i'[o:'ti:1 .1.,. + 01� _ __ • G• AH ] r?` ' t o i ° PJL'5"J� 6p7'54'47'lV ! r •` f. ��i ' %iceDURING LCL9US IRUCTICif4,(UNIIER THE DIRECTION Oi~ A 1W. 6 ri - , Isi.s Gs tT y Al:.o.t: ,]� kY CL? lmlo /0 / /// / ; ,i>e r„' ��, .,�, •,: ,.• .� �' i P� :� ^rs.r��� L • a1c A', t,.3� r.: Tv 0.E . 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 0.I ,,, '�% P. �_ 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. T1lE LOCA O`1 Cil` AL S `� UTILITIES �� \ 1 / _..._.-,,.�. .., /:; ,, �.,;...� - r j c- v (^ T I c , t?fi h P -I ti r t' tel *- r ,-, } r. ,� LOCATION L E,tiI TIPt 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 Baa-.sso . .•. v 0' /�� �y �j •t•♦ V. DISI, tl•EC (�0ti-I SH Y.. W':,,. 1 . .. C., -, 1t ` �.r . t•..;,. t: •. I 'irs' a r L lob :,i� l3iilLUlNI d 600% SF %' a N8S�52' 3 "Yi] 1 3 V G' / e "� �r , ..7 ;... FLA.! F(AY6 O�;rN E1L TE IF! _ . ` . ' , nom. _ ,... 'i RM EC i=ROM TFIE ElE.,T INFORi\9ATIGi� . I � � � � t. I � ��. � �o a S ! ca._/iY,?1G1 6 ,_ r/� / � :r Flit}: 4 , t ) i~ = r�1tiW Ii,1:� ,� � �>:��E'`it-.. ? t'st.': tu, • - 'i C09r1_CT TO NIeRE N0 ") /i ' > - _ _ . - If I 1 S•:IITAa51.5311F. 1 _ a D BUIL©II1IC 'r . -:�'4� I>`�l �20' 1�qq .,UILd71'.D ,� Er SrE"..,_ f, �,-•• t ,. I --+: - n _ } ,(� Q ,1 /�� rj ❑ 1^+7�p h7 ,,+,� �] CONVENIENCE ['']��7t^►,��'•C •- u • i -S tv. `�7: 7 �f� Ors _ ,, S'� f, p '� l �j �• r '�iG -E 3 tT P.•'1 r p•1;.. '{' Li J f� �. k�1/`•" t AVAILABLE, S...A�i,.EJ C`s��1+1 ARE' l7.iY E_l,l FOR THE- C�L11 \1UGiVl. r:..1 `i l.� l:l- U. INJ. 6.5T 13r•, a' P11C] '� r I K' � ,• ,-.-• • L / - ,.�* . T r J ,, f'/ i,�L S 1?r{ ��I, 3 iL 1 t-'. L it i<? i:..�.�t"-. ..-V.+ I iJ I'.. .-.-.. t { i',L `.'. 1, L.,', ,w 17•: .•.,. J THE CONTRACTOR. PRIOR TO TPE START OF (�iNY CONSTRUCTION it �- i `' z .�I - 0�' 4,000 SP 10' � --s't� - � � •�� GLi�;E G? i' T 1i+� Cis: i T r 1''CTO tS E=Wi ZE: n 1 )_ \.E C1 C * T ' _ �1 ' I ,( •, 1 4, 000 ,SF ' �jf -1 i1 I 'CTI JITY, IT SHA.L4_ Ls E= TEFw CCi(,T.tAC rOR,a I��SPOi\1SIB_LIT ( 1; i v i , � % r Y, f TO #'d�? T Ir Y TiE 4'Al?Il3f IS i ! i ILI? IE r ''AND TO � TAKE Tl E °��-rnir,Y►�� o � 2 3 6- I�AK ; - f � � . �]I 1 ` :,� � % � 5 �'` , _ i' f"C SAR'1 AR�tA'yuEl'3E"dT� l=t?R 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 Cul',' „ <3 1 L. >C' . '.. "'1 ij 'Y ' . n 1 . �Ez 1 7 \ T r' t,; -r,77 4 t �.k T 8 ' Pslol.r - \_� _n_/ ? / % _ +�E%� 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 ISP OF THE EI(I�TIhI; UTi 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',erB T g r`f /i'- i,;.. ��Iv t..' SPECIFICATION'S f -I'4 .J�nc,t_�n..J �l irL;�:<.r Jt t..,,. t..t'.� 'i f"' f ��Y ^C + ! f', T.� 5 \r - '•�--t(,:i." ,' INV. l.ZO o' - 4'P• 0. 1{nIr (CAP Li7L`,�Y.,tr'r0 J /i/ �FsAt_L L..irR+".I..._ CAL;?IC':� IIWECa .,ICsSSiI`iC; (,'!t ili�iD!^1�GRCIiJs�1D (__ <, i i !'",�_j r� `� ,' Itly.r.]Blv�lz •» rTBnirtaifl tip sl tr *'�� ,s ✓ �)i'ATECJ 'JTE?ER4'ISE iEcI—'i. I U; +;-;•fit s=.11 'Y �' fF] 1L ,�1 r d W�' i 'I I. f` ,,r` -�•Cf. / �\, ;Jl ,L i-1-1 ;: r. >'• : s , e', :.J• _ ' e'• :.•• ^•^-'•_z-^--'__ :- - ,/ (I /�/. 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-• :.'• . >' :.' : ►' �� f ( I• ��°.n t 1. +: t�df :, t• t'• , r' w�'t 1 1 1 I . _. i I'....' n, I T iTi. t `r• %'-. j�{'�/ / JJ I;tl 15' rI K@, cl '.01 - � >, L> - r ', THIS ' •-'' 1-'L.,' - �•- --' �.•..._�.•• -?�.-� 0.'I?. . 'r I Yn Y BE r .n a S AFFECTED�, 1 1 E ~- r O Erb E. YIa (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 . T0' A C'ON'D.ITIOI I EQUAL TO OR BETTER' ' THA. I EX[STED UNLESS r '�.��.., a ,;Cr.(. o 97. I.•12'1 r$$ S?EGI`=TC�tLI_Y E;�>wMPTED OY 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?DclaTl~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, I ,1 r N �. qs 7. I''ElEill T€iE1tiC(I EXC�IVATION EXCEEDS 5' DEPTH- ,llu � l ��jjr' lu- a IA s' ]�, r rw C i T �:� °. I EnErirzaAm WITH " -5. (�44. A) ..ONTRACTOiR SHA_L CONFORM TO Ci`` E' x��DaRL N �Zp . 03HA STO. 2''3LFR. SECTION 1926.6`[ _ 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 T• IN(1t4,1TIONVATCn I `•2 6AHlTAAY LHili10LE 1 �� N v. 4 ICTEA AT HIC!(T-OF•li1Y LII:!. � / I INV, IM i Gd IC- 2.1 a, F--_--,_ R ti^C F3) THE CONTRACTOR SHALL PROVIt�E WRITTEN EN _ _ 4 � r?2� . 1 7.� a Dt•ia ] ;: i �' •'.:: 0 4 G to . ASSUP,AP�CE CIF COMPLIANCE WITH THIS LAW. ___ - � � � fiJILDING . � fT;1P N ,i � .. b i _ A. C) TRENCH SAFETY SYSTEM SHALL BE I . •ells a;rt��j���� 1,2 ` I 4 ;. eI � ElY THE CONTRACTOR. • ,iii T>� n.Oyls �) 7,290 SF / : L ! ° MMI S1IH At:7 TAE 11M FOtkrlr I I L- ca VIATE:1 GAIN --- ,,Ctu!=' 0.i ! .1 2s' 1°' > JING lit0 ,.d, 6l tm 8. ,FOR LIMITS AND SPECIFICATIONS OF SODDING.. __ -I a � ; { T'r'y o REf=ER 1'El LAhr}uCAPE' PLANS S; SPECIFICATIONS. rl �I 0' 2 G' C V F 1 .' �, Y'. a r Vtd V a 1 'r 9 I �� 1�� �T .�* 1; I {1, r � " 1Z D Sr.• 'LTEAfibUF f i�IC I 9. THE CONTRACTOR SHALL EP��UP,E THAT ALL PERMITS FOR j-- I �:(� } v� .. , . •, CONSTFdIJCTIUr4 ARE Of3TAIrtE PfiIOR TO STARTING WORK. -" "' t . � - .� , -sr IIII f ;0f (1 TrE� Pan1�R Irt l NCr TYPICAL cp I ' f4 A!�r�Ti- } I TEE d1;` Gf �N a' P 4 0 1'lA E r 5V THC'X IQ*%wT TAP TEE. ----R - ]a•nl,rt - - --- - -_ lfd.' THE Ct)NTF?ACTOE� SFfAEaL !~OORf1INATE E3ETWEEt1 MECI iANTCAL, v�Lve hN0 sAODLe. `^ r4r.Wr4 rr<roa a [�6 0 t Q I :• P61cet 7_ � 7Dlr%tc �atct6. , ELEG C L I RIGATIO FIRE SYSTEE IS, CIVIL ETC ... IF ANY TRI A IRRIGATION, . . �, �__� _ - - �' : u r� . �> -L -� i,.�..._:..., ,. - -� CONTRACTOR DISCREPANCIES ARF= F FOUND, THE IS I 0 NOTIFY Y QUT .t• . 5' n 1 B THE ARCHITECT AND ENGINEER IN WRITING IMMEDIATELY. � •---.---..------•---- _r�� �.� X Si(N z1Y��r'��R�""`]1Z1Lr �- i llydrznt `itT;re:�7F%i'��la�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, IPE THE SITE CONSTRUCTION CONTRACT. 120. REFER .TO THE LANDSCf�I-�E FLANS FOR THE DISPOSI T 10f4 AND PROTECTION _ OF E�STINC TREES. L .1I 43. C NMSTRUC Ti�I I CON T ErAC: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 ��{-il?1' GIY,�1+daipS. FOR. T i-iC'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 t�CTE,T•(t G!'NEF_:P! TF'F CO"`T OF THE C YrC , , , -1,' l; - - ,t 1 L .' V - ,v THE c 1� '�(_•{�'� �.L .� ��iJE'�.",. r.,�4�.�'.33ilii:i 7�''1" + i^' -+ "" T `�� :, 7 rt 1• tir, r , • , v t•,tl? .,, ,T,', j:• •r1 rt'�-1.: - i:. * , .E ! �•E:�l=t3t'1 :�..,�I.i r✓ GF I.I-E. MPiSTi=Ya.:CT110M C;.tN7v r -:-;C -t.. �": 1. ' ,.�MArSq:',cR?/y]r).U■FA1.f CYriR.9..,Yet.----."0.M,-...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-•�,-. 0.'m times�a21aL.1-=r=, .�.[.. 10. YT;a;LE'wII�=as<4c�:-,ZSr^v,y'_pm'l _ __ "" N '7 I! N A 'DI Pppi r • ,iCIIi , %%.% r , sf�1LDIN© r. �: 3,390 SF : l e' rim- IG, p RCH 31711" IS1t,LCT'In'I ` AkV - ..{;e_r,� L_ r_ g . �' .- I'116 [OSTA& IIQm ;D rp b. I WET !RAID COAISE,gVA770/ A��EA l2'- fn / (f.51SACRB'S) r I? . s ' 00,1/00 °9 P u' A 1�% Grr,, ., �_ SANITARY LL / CS eT INV, 8.23 IN -61 V v - I� ,w 1 NV. 8.13 tW-12" ��\ lQ,I6 l t' ls'VAll �� /.';% 6V511wo ' .J . � �./rig M to 1_ ;f% 1 ,U, I-- LI; I ) / E41,10 �? L ,� �1 1 �I �(j, f 4.t t r 1 ` n� � 1�iPI G�!-7-�-�� 1 j C7 i 1� r l" � 1''I I Q ,�j1.� 01 I'll ,I�I'� •F .. 11V ' ti 1 s' c i ► Y of sato o��-s- " ice s Ir � I It'll (F !- YJri'YA:�_ - - \' 1 J �1� , WEST 1 ST STREET* (STA TE ROAD 46) N 10' RIM . ,, ,, �, ,1_1_._____..__1_,_ 1 Sr.,.•..•.� 'L _ 1 •4, is .'Fc. 9 S }} }} ���''i r' I d' I .s � �� - ° ' t t t 1' l i [� L-1 I o c o ... .' ,1 { , ' �. - .i. lt(�l: N - .. '. _'.f _._ ... ( r ���� .,✓ , a 'tom i/ +' `` ,� ..c� �°`'p`t,..,s�""d�`;y'' 4 L V..'1 . „_ ,•Q.,. 1" �,; i,. _.... ^1�:;t.II " i r I I / ) I l t1 _ _. r ' a.; w •r to - :mac r;0. t t, -.� w i.iJ'''l'`I :."��11Wi f t 'r r ,I. "IN . t . iL C, it. + , ..� �T .t - „_ t i "r•,t _,; .f I`r" tom.,.7 7, r f. 1,. - t'�..i..M..-..._' �i. ,v. '�'..�-•I,-1, ` i 1 1 f , +*I:. ::zs r;x •[vG t�"il.( �'��Il.l. .. 1.5t L:1 ', n ^ t "Gl i�'+;i',"- _ , n ,t... _..,.tet.. ....LA'v _ 5., .i �., (.;•:^.�1; 's'eT:'" d 2 F _ _ �•- t.- 1' ]I. 1- 1 n l 1 E F: { r(( r}}+ R `' }r- C \ T [r' ',t1 i b.. ... J..1t4 .... t JI IJLltJ 1L'.: t11. 1 �j {r'1 }r- INC. ���II t,. L.9 (i i .i' ,. .,s� r' `, t -• rte; _:rl ,rr:,1 -' C:... f �• t• ^. ..___-,..._.._... !tF_h,�:,u �Y;,,_ �'I�F'l;zc.t�:,. $ f I': E tri ' t a _ as -.-_ t.„���Y,(i••`i'I`)lez.Zni`Filist 4,t ..I r, d' . ...d ��•-1..t r.,: i,...,.._ t- iI'll'1. :A } t n L f 1 i :-i ri I '� 1 �v 1 i 1 SUIT[ 1 -�' 'r. F X `I, �..,...._...,.._,r.-,� :; � z., i �! L U I F � �i � L (f i F 3 � 4 6 I._ __- .,_.... t t f __' ,,°' „4, �,;,� ,, i . _ _ C n'. �',... I A t' U I. I i\ t E t j i I • ' 1: ,' ' 4 : i f r i r ,- :: L .. , . �,' - ,?�• :1 � - Y ,I r. ,, :r_� ,, .•rr ' 4`0;,�'.`t� ,.. Ij..,.v:f.''� %�, ;, �� �.. ,. ...... . _ _ ' ,.:t....: t. ter;. -.' 7 'r L _ LL nn 0. r( ti a�0- '� 38 - - =-fir _ j '._�T__- - r, ,,^0..,, f f I j'r , i 4• _ _ ry 1 �' ' {. ' i `. ;: t'I'1L_ f I 1. ; { t. `,Y , ♦! , . _ • - J' , - .�, 1 e .. - . , , .. _ [. y I •'`+,, t'^"-. 7 J'000_0 ' s% 10. IT iS THE CONTRiACTC.RS RESPON STSILI T Y TO fI;'A.-' � i AIN' A C101"Y OF. ��%y� T Hr- FtC.E.s'. 1'11ATr. P .ND SE,•' Ui PL'RMI E S C'.! 0I'~ A A! L '1 E� ES A,`, r: / /.. .." C A C, .T "! ,i,° C °; n1. �, I �J� F',.- RFD,,,. I Ga, I ri.£C!LUC CIAL TE'_ N' (I..r T.) AFI_. L _ t- 's y� `,-✓,',,•'/// /j/ i:'.. t- L L,: I 1 r.J c,.0-� , .,.<�, . ..I S ci ! N / J �� f// v/ 1 •r p L,[�Q], ({`!]-T cr n r t. (�7r-dry ^n.fq ; -q• 1 ff r ///, -1 ;f%��/ f"CCO 1DA11"lC' ! t i .E F, ,_-ir . '4A I E 1 1-'E L1':.: l v. . I J. J- 'I, IM / / / ;•:/ r� EII -.'1 ',:. /-, ` 1 - TO •, El. r{Q T, '•i ..-'117'•" _ 1/ ,�`, E�cL..f OIiSJ.�_>�II f�`r= -Th... L,f.�I�,TC'" r i p ""-� � .t M1,J�' - , e -'r'1,•'. E LIi , � l.� .'J d.» 1 e. , k'•'•, �c� i lii !':J ..r.. c �'' �, 'f`T F (1!D [ EE' Cr ' 1' T A;� /J / t, I' 1;i// // 11. I % �/�I 11. L f - . PIPE FC. 3 1 1.•:'ti.-:,..r. Y;'A1 USE-'tL,:6 EE -1i F.' :1"'..; _1 0- t J•i/%`� ` f ::% L. o� ✓ 7. . F{...- M4l.vT -fir, y. .. r1... .•., .,•. r_ ... r•t .r., 1 - { 01 i,,, .2. HYDROSTATIC TE' I S �.L1..�s 5! I:.G CF I .1,".5' �, I = �7 ,..: .,._.......%- t �( ���y� i`[r wIE1 1 �{ ,_,,7•,I[1 ?.r T+ I,t`^r7� ,/�t,1-"`w Ir' -i:, ►;,^,^ ',f^ ; , f' '// 1._., r S: ].1�..._ 'i.I'L. �.v! 1.1.f+.IV I v. L� Li r•:v•I >wl lw•i,•.i.r.,- .[. ., , r4 •�• i•'- . 1 . 1 7 4' �%/ .\,'.f' PIPES a�?J"" ,C?iS?l AWWA CSID!0 t=;..+�, I...l..c:. r £,-r 11ir..tt r�A"'ri, 11 .�� t 0 " ^ r0. 1 �> t. i .T •1-4-a :,:L:•'.\: t "Z ,,,14' , y` ri:'';'%L �•7'r ,rzJ 1•.,. T-;:''1", ..-L , •... F_RE W . �i� �bi i. l� .r,,.L I.",,._ �..,,-,;!A ,- c. :s..,, ._,., t O �� C913',0 L,R ;8 7".4 C. FIFE ` t SS3 it'n' 4' ,`!S.:gcL`1'_ i� ?i »~r ; T _ 2�t'� i :=�l7t.0'j�y.ri W:t 2023 li )I,J r ' j a P + tI`VE LY't= T HEN t L133• L.9J, Pi,1;,1A L:'30"O €. C9'31.. i j Tf�tr T. ^ {{'�� SHAI 1 PROTECT r,yY� EXISTING .+,r, is t;t, 't; i-,fi _+r. n>» C�l I . lAs.. i u'� .`J 11}'1ti t , ttO 3 '`..Cr . 1 I`��. ....r�i.,. I' i. v.T I-:.. , +>.... t•,� ,;.1'r ":"j _ �- _ l` ,'� ,. {� 0.-t .. ,.'c r r 11 Y t , •_ Iy a ,1 _ �I: YI✓�FL,G 7i t.;�iP, ] 1',i 1_1,'M,� 1 IL,'.'t i.l !�R.l�di; F.i L.1;,1,7 �'S i, r.i•�q:_,1.. : 1~.<^r i ?i'4 :lJ IM• ` ''AIN T AIN A P"ESSURE ;s'4 z, ;E t?7W i 1AiN D'j--11N2 Cr.,;y T .'�j, i �C`'n, I: 1r; �A! L PPO T ECTIUN P T:C��S SHALL CCS=0t9t'a; TO CITY 1;F SC�i''VN' ,;q m � F.DZP., r `N7 �tWrdA STANDARDS ;!'ND SP-C?-TCrITj0 S. . O C L` „7_ ~ 1.1 A I L r-` y !fr�1 �y t„ ((��[„ '(','♦ rte\ �,r �., [` t, ] 1 -ty �� e MJ laJ4 %I r'i'...t`, eJ F'iit,l]lil, l/ L�t {f.�� Li l�1..=,i,,� Imo' �:-i (•riLc- '�t�lE _rl ]-.�I:�v 113 :,I wVi.. 1 1 _4' . _ Y 1 n r T1 T C 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 PL , .,..�� lilt l7JTrLF 1 tt t ..4 I. i, ii_ rJ •, t h '•'. .'Ji?f 4.' '.....,fly. _r �;I.,,, `4 :-I 1- i E PIPE !, Y DiJTfi t�>" L,l'- t;. 1'. ."vx'" it.I-t'4 u Ii . CF,0St-�iN,S. 16. T1lL ON-SITE_ rdA T E,�l, t ::.R COE.�c�"T C;?� SYSTEM T ,._:II � I'r�d Ir , k.1w�1. OWNED AND !`1AINT,A1,N1EE`). NOTES ; r 'f' T< S, ;F `7. TW CC1'vTf'tACTC I SHALL L E.OTirY r:E i ! C = �, .7 1 ri- , r'{L t,"s ,q 1�YiJr''�}r or�w, ^.i o, „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 „S?1i'�`v :`•Ef_J:,•^ � 1. THE ONSITE WATER SYSTEMS (POTABLE S; RECALA:_.Mit:") IdA^rER) A ='ELD 03SL=ERtVATION SAND F"%1 yrAT VERIF" t1'iNQN w7':rl 't „'_a.� w'r`? �Fy 1 Y. ...CS i• L 1' I-,,.• r P'RTOR TO At IY SA,N"t T r`r `; �.3 °a'>wR 4;1Nr%'v:, SHALL BE PRIVATE, SUBMETERING IS AN OPTIONTO THF -: 01, NER ASSCCIATION, ;,•-�� �,�j�„ w ,r L� rye l�, '. Tl•l,_ Puri, :-t_ a -IEL:: 1 i'EUI G, I:S T�a 1 "„L 5' L J I ,- .5� AS THE CITY SHALL ONLY READ THE MASTER METER. T` J. T_I-E-I� : MANHOLE'S EXIST114G 11'N 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 :'IPI:. i' 3. htA I NTA I N 18" M1 NUIMUM VERT I CAL SEPARAT I ON 0ETV;EE N 'X' TER A NC NON-rvTA6LE L i N;_ I'llI Ti. WATER OVER NON -POTABLE L I NE) TYPI CAL AT ALL CROSS! N`S-ALL SUCH CROSS i t,:GS I ARE * HOWN ON THE PLAN 4'111 TH THE FOLLOW1 NG SYMBOLS , :'_ rS' i� . t''P;ti'' 1'_il'':.a .hilt•.-=4t.-.�o,,,.r,.v.:,aAcb'Lt,:.au....,..,.P'-s...w ,,,r,:.--.,uss:.�.�.--._--r_-w_u:1_J._r.:_:_z.Ut..:...:.,,,,_:e,� -GT ,7 -.4u,cw..:.1 al,-,a.sc:::L,,-x .VAIiL.{.._.. X.':.,_:,L^"n•^.^az::uv..'.::1.,:u..=: .-v.`.:.,... .s.nrtis:...4.'1�a'.:.:5:+'-':4-:�:,'.i=4.11Y«.:.•.,:-:ca-.:6zr.=,Zl�:tr_u.--'.1..;r.:.;.-...',•)^..:':::,.:1.,..:.:.i;x;_:._�.,;.:-::-4:.,: • �` - .�/ \ F_� 1 t1(1'�' lJ \�. E•'� ,....1� ••.r.,:�-rp ^TTly�r I _.-, � �Iy-•I•rr`• ..f ft •t,\/�J\��[�\ 1 T I,h�\ y % , 5 f It .l'J I t.l'JI ' fi�JL , I , �l1l r J:;i 'I ,'t...- 2�r.., . _ ?,. ,0 C"i r-�LE� �IN�_J E O I � P �) ) (\ F. STC ' E -D L„f-1 � •T•s f,M awl s, t - f .�_ ,t, I+ I�-_�rrtLLu I a'T};a ,'0.I - N, r,•, -•r_. Jt _-t^_r C-11 I T I 0 i'4:, S ;-)V % � I i :w) 1 .il./ ,, ,, �, ,1_1_._____..__1_,_ I .1. __.:_ __..,, -I- -i- -[ -]--, I I / ) I l I % I ;• I i ,:;._ _.._ ,_. L / ' ..___-,..._.._... _ _�._.....__._ _,.-.., . �:;G;'•! i lF':i 1 [ U1 rC I� ^tr w t ..._ ,. r, 1 1 I .i �.. ✓ t - .. i ^t M. _.,-,.._._.-�.._...........,_-_._...._....._......,.....�.........•,. '- •'`+,, t'^"-. 7 ,i' F E..-.' _i _ it . ! _ - .� i ,I 1 .,, r-. I' -. ... .... .��.:�:.-"., .. 'CALis.J:r}�'r'11.,:.r LA_.a,.,yi:.L::lS.Y..�.Wf,_�,-...•-614 eGs-L:«-::1 ..:.:1'+'.'. .Y:..l ,..-.:.v:.... •,. ,.._.....fir. ... .. ... ...._.. _.-fie,.. r.. a - :.SG...: ��:,:.«L.,..1n....._-...+._ r.r.:,t:'..,:"...-,".:.'.S_.........::J:..........4l':.;;,.__._'.11-- 1.