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1401 Magnolia Ave - BC01-001414 (GRACIOUS AGE) (INTERIOR REMODEL) (A)PERMIT ADDRESS "rQI i�' L G�- SUBDIVISION " CONTRACTOR n PERMIT # O I' I q 14 DATE L"' 3 ADDRESS l �"l J �_��✓v � • st� PERMIT DESCRIPTION z� 5q PERMIT VALUATION PHONE NUMBER r4_ 0-1) 334 - SQUARE FOOTAGE o� � � QCO PROPERTY OWNER ►r u C_ 1 0 c ADDRESS _I ( ' l� 7,J -,CQ, -S+ PHONE. NUM BER 4-7' (,-,g 2 c j ELECTRICAL CONTRACTOR MECHANICAL CONTRACTOR PLUMBING CONTRACTOR MISCELLANEOUS CONTRACTOR PERMIT NUMBER 01 " °� Lf1 FEE CkC. MISCELLANEOUS CONTRACTOR PERMIT NUMBER 'y, FEE r rrd! y t T I I to H Shower WL LAV KS D ' E= ff:T 50 Shower Drains 50 Toilet Drains 50 Sink brains 50 Kitchen Sinks 6 Cleanouts 5 200 Drv;,n5 50 Vent Lines 25 Oil Stacks 398 PVC pipe schedule 40 5'/ t Public Sewer -1£L Building Sewer Building Drain YEM=Waste Pipe - _ - - -Vent Pipes Cleanout co Wash Machines CWM Kitchen Sinks KS Lavatory L Shower SH Water Closet WC Vent Thr. 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Y ( •i � _ - .__.. _ _ _ --_ .-.--_.. , r , I _ t V _ THESE PLANS ARE REVIEWED AND CONDITIONALLY ACCEPTED FOR PERMIT. A PERMIT ISSUED SHALL Be CONSTRUED TO BE A LIC.ENSa TO PkOCEED WITH 'THE WORK AND NO -V A`_; AUTHOR11 Y TO VIOLATE. CANCEL. ALTER, OR SET ASIDE ANY OF THE pRCVISIONS OF THE TECHNICAL CODE_. NOR SHALL ISSUANCE OF A PERMIT- PREVENT THE BUILDING DEPT FROM THEREAFTER RECIUIRING A CORREC- TION OF ERRORS ON T HE PLANS. CONSTRUCTION OR OTHER VIOLATIONS OF THE CODES City of S)anlord Model Codes in effect: Standard Building Code 1997 ed. Standard Plumbing Code 1997 ed. Standard Mechanical Code 1997 ed. National Electrical Code 1996 ed. Sae City Code AMENDMENTS FL. Accessibility Codes 1997 FL. Energy Code 11197 \LAO,\ � ( , (, �_Ive,, Y ' { FROM SYSTEM 1" SURE TEST VALVE WITH SMOOTH BORE OUTLET GIVING FLOW EQUIVALENT TO ONE SPRINKLER REMOTE AREA NO -1 SPRINKLERSNO OF IN DE§GN AREA 3 DESIGN TY 9.0 DESIGN AREA OF DISCHARGE 900 SOFT HAZARD RESIDENTIAL SPRINKLER HE7Z SPACING 16 x 16 SYSTEM TEST CONNECTION N.T.S. FIRST FLOOR PLAN SYM CNT NAME BEDROOM 11 II I I BEDROOM Lp = K NPT ORIF MFG. f ESCUT _ a 27 .0 2 .0 1 0 39 UPR BRASS 200 '0 1/2" Ip no CSC f • NONE O 0 \ PEND BEDROOM 155 3.00 1/2- 10�, -1BEDROOM CENTRAL � 3 RECESSED Defaul 23 PEND g O 155 5.60 11 /2" w i CSC BEDROOM IRECESSED �EDROOM O g I N $r. Ig 8 O I\ �3 BEDROOM FROM SYSTEM 1" SURE TEST VALVE WITH SMOOTH BORE OUTLET GIVING FLOW EQUIVALENT TO ONE SPRINKLER REMOTE AREA NO -1 SPRINKLERSNO OF IN DE§GN AREA 3 DESIGN TY 9.0 DESIGN AREA OF DISCHARGE 900 SOFT HAZARD RESIDENTIAL SPRINKLER HE7Z SPACING 16 x 16 SYSTEM TEST CONNECTION N.T.S. FIRST FLOOR PLAN SYM CNT NAME METAL TEMP K NPT ORIF MFG. MODEL# ESCUT _ CONN. 0 39 UPR BRASS 200 5.60 1/2" 1/2 CSC BV—QR NONE Defaul 0 184 PEND WHITE 155 3.00 1/2- 3/8 CENTRAL LF RECESSED Defaul 23 PEND tCHROME 155 5.60 11 /2" 11/2 CSC BV—QR IRECESSED Defaul 246 SPRINKLER HEADS ON THIS SYSTEM ( APPROX. 41,000) SOFT OF SPRINKLER COVERAGE 0-3iY'? PSI GAUGE 2" MAIN DRAIN MEGALUG, WATER FLOW TEST DATA ;TATIC PRESSURE 58.2 PSI ZESIDUAL PRESSURE: 50 PSI 'LOW (GPM: 490 GPM LOCATION: RAMI CFNTER BY: T. W, BATF- 1 /C)1 6' DIA ELECTRIC BELL SYSTEM CONTROL VALVE LOCATED ON BACK FLOW PREVENTOR i �1—jvv r V\l I EXISTING CITY AIN I P.O.S. FS 633 4' BACKFLOW PREVENTOR WITH OS&Y GATE VALVES AND TAMPER SWITCH 2-4 X 2—� X 4" FDC RECEIVED SEP 2 1 2001 F i �NOSPRINKLERS NOT IN BATHROOMS LESS THAN 55 SOFT OR IN CLOSETS LESS THAN 24 SQFT. PER NEPA 13R REV151VEID By: Sanford Fire Prevention Div. Date: 4" VANE TYPE WATERFLOW SWITCH ELECTRIC BELL -SPARE HEAD BOX FINISH GRADE SECTION A- A UNDERGROUND STUB -UP DESIGN CRITERIA OCCUPANCY SEE MAX. COVERAGE NOTE PIPE SIZING AT HOSE THREAD N.S.T. I HEADS TILE NO ATE 1/ TATIC PRESSURE 58 F,;mi j Al PRFSSLIRF 50 8FS IoTHERs I I CITY CONNECTION TRENCHING&B FILL CUTTING PAVEMENT CUTTING CONCRETE PATCHING PAVEMENT VALVE HOUSE OR PIT WIRING PAINTING AIR SUPPLY SYSTEM TEST PRESSURE CITY STATIC PRESSURE 50 PSI FIRE PUMP CHURN PRESSURE PSI PLUS 50 PSI IF OVER 150 PSI PSI LESS ELEV TO FLOOR BEING — PSI TESTED ( 000 X .433= 000 PSI) HYDROSTATIC TEST PRESSURE 200 PSI AT LOWEST POINT OF SYSTEM THAT IS BEING TESTED OR 200 PSI MINIMUM ANY UNAUTHORIZED USE DISCLOSURE, DISSEMINATION OR DUPLICATION OF ANY OF THE INFORMATION CONTAINED HEREIN MAY RESULT IN LIABILITY UNDER APPLICABLE LAWS z 0 Ld ry 0 Y T- o r CD a a A A. PETER TANKEL, P.E. 2356 "C" Wlnterwoods Blvd.- Wlnter Park, FLorldo 32792 p Phone (407) 657-5585 ( P.E. # 41231..-1: �.Iti,• Ambn %Ma 11w SOUTHEAST FIRE SPRINKLERS,INC. 2601 WEST AIRPORT BLVD. SANFORD FLORIDA PHONE (407)688-1949 PROJECT A C l- F FR ,o. M 1 1 401 MAGNOLIA AVE SANFORD, FL 32771 SYSTEM NO SCALE 1/8' = 1 DRAWN BY JOGAWA DATE 8/24/01 PROJECT NO. 41013 DRAWING NO. 1 OF 2 BEDROOM II BE aRCOM 3 a� Cc A 0 ! r ! 1) gra BEDROOM /I O g $r. BEDROOM BEDROOM /I 0 C� BEDROOM ) M �� 1- 0-3iY'? PSI GAUGE 2" MAIN DRAIN MEGALUG, WATER FLOW TEST DATA ;TATIC PRESSURE 58.2 PSI ZESIDUAL PRESSURE: 50 PSI 'LOW (GPM: 490 GPM LOCATION: RAMI CFNTER BY: T. W, BATF- 1 /C)1 6' DIA ELECTRIC BELL SYSTEM CONTROL VALVE LOCATED ON BACK FLOW PREVENTOR i �1—jvv r V\l I EXISTING CITY AIN I P.O.S. FS 633 4' BACKFLOW PREVENTOR WITH OS&Y GATE VALVES AND TAMPER SWITCH 2-4 X 2—� X 4" FDC RECEIVED SEP 2 1 2001 F i �NOSPRINKLERS NOT IN BATHROOMS LESS THAN 55 SOFT OR IN CLOSETS LESS THAN 24 SQFT. PER NEPA 13R REV151VEID By: Sanford Fire Prevention Div. Date: 4" VANE TYPE WATERFLOW SWITCH ELECTRIC BELL -SPARE HEAD BOX FINISH GRADE SECTION A- A UNDERGROUND STUB -UP DESIGN CRITERIA OCCUPANCY SEE MAX. COVERAGE NOTE PIPE SIZING AT HOSE THREAD N.S.T. I HEADS TILE NO ATE 1/ TATIC PRESSURE 58 F,;mi j Al PRFSSLIRF 50 8FS IoTHERs I I CITY CONNECTION TRENCHING&B FILL CUTTING PAVEMENT CUTTING CONCRETE PATCHING PAVEMENT VALVE HOUSE OR PIT WIRING PAINTING AIR SUPPLY SYSTEM TEST PRESSURE CITY STATIC PRESSURE 50 PSI FIRE PUMP CHURN PRESSURE PSI PLUS 50 PSI IF OVER 150 PSI PSI LESS ELEV TO FLOOR BEING — PSI TESTED ( 000 X .433= 000 PSI) HYDROSTATIC TEST PRESSURE 200 PSI AT LOWEST POINT OF SYSTEM THAT IS BEING TESTED OR 200 PSI MINIMUM ANY UNAUTHORIZED USE DISCLOSURE, DISSEMINATION OR DUPLICATION OF ANY OF THE INFORMATION CONTAINED HEREIN MAY RESULT IN LIABILITY UNDER APPLICABLE LAWS z 0 Ld ry 0 Y T- o r CD a a A A. PETER TANKEL, P.E. 2356 "C" Wlnterwoods Blvd.- Wlnter Park, FLorldo 32792 p Phone (407) 657-5585 ( P.E. # 41231..-1: �.Iti,• Ambn %Ma 11w SOUTHEAST FIRE SPRINKLERS,INC. 2601 WEST AIRPORT BLVD. SANFORD FLORIDA PHONE (407)688-1949 PROJECT A C l- F FR ,o. M 1 1 401 MAGNOLIA AVE SANFORD, FL 32771 SYSTEM NO SCALE 1/8' = 1 DRAWN BY JOGAWA DATE 8/24/01 PROJECT NO. 41013 DRAWING NO. 1 OF 2 REMOTE AREA NO -3 I DESIGN AREA OF DISCHARGE 1 900 SO—FT UP TO IST FLOOR SPRINKLERS VEL SPRINKLERS 41A.0 DOM TO LOWER LEVEL SPRINKLERS - I � �l c� ` IAGE ;. ' rr4 -- I n-,vinti SEATING AREA \- DOWN TO ?ST FLOOR SPRINKLE?3 U -M REMOTE AREA NO -2 SPRINKLERSNO OF IN DESIGN AREA DESIGN DENSITY 0.10 DESIGN AREA OF DISCHARGE 900 SOFT I WARD LIGHT LSPRINKLER HEAD SPACING 225 SOFT MAX STEEL PIPE ----------------- cpvc PIPs RAMI sENIOR cITIZENS CoD MLEX RAMI SE�IIOF` CITIZENS COVDLEX V) Ld Z �. V) z = Q U z Q cr W m 0 Ly-< W Q J J J Q z Q cqz a CIS ct c LL I':-. c c LOWER LEVEL FLOOR PLAN UPPER LEVEL FLOOR PLAN WOOD JOISTS TAMMY SCREW L THREAD ROD JUSTIBLE VGER RING TYPICAL WOOD JOIST AND TRUSS HANGER DETAIL SPRING LOADED TOGGLE CEILING PLATE -ALL THREAD ROD (.OPTIONAL) �- PIPE RING TOGGLE HANGER IN METAL LATH/PLASTER CEILING ONLY 4" WAFER CHECK VAL' 4" x 4" x 4" FLG. TEE 4"PVC 2 -1/2 " X 2 --1 /2" X 4" BACKFLOW PREVENTOR CONNECTION ROTECTION 'OR & 633 CITY WATER MAIN VE BY CITY GEI,raERAL NOTES. - 1— INSTALLATION IN ACCORDANCE WITH N.P.F.A. 13, 14, STANDARD FIRE CODES, LOCAL AND STATE AUTHORITIES. 2—ALL MATERIALS 10 BE UL LISTED. 3— CPVC PIPE 3/4" TO 2" SHALL BE F-442 BLAZEMASTER PIPE JOINED WITH CPVC SLIP JOINT FITTINGS 4—SPRINKLER MAIN 2—"/2" TO 8" TO BE ASTM A-135 ERW SCHEDULE 10 BLf-.'--'K STEEL PIPE PIPE JOINED BY ROLL GROOVED METHOD USING GROOVED FITTINGS AND THREAD—O—LET AND GROOVE—O—LET TYPE OUTLETS. 5—THREADED STEEL PIPE 1" TO 2" SHALL BE ASTM A-53 SCHEDULE 40 BLACK PIPE PIPE JOINED WITH 300 LB. THREADED DUCTII_I._ IRON FITTINGS. 6—FLUSHING CONNECTICNS TO BE PROVIDED AT REMOTE ENDS OF ALL CROSS MAINS. 7—FINAL CUT LENGTHS OF PIPE AND HANGER TO BE DETERMINED AFTER AN ON SITE VERFICATION OF ARCHITECTURAL DIMENSIONS HAS BEEN MADE. 8—CUT DIMENSIONS ON MAIN PIPING IS CENTER TO CENTER (C—C)AND BRANCH LINES ARE CUT PIPE (T—T). 9—HANGER TO BE SIZED & SPACED IN ACCORDANCE WITH N.F.P.A. 13, SECTION 4-6.2.2 1996 ADDITION. 10—HANGERS 3/4" TO 6" SHALL BE OF SWIVEL RING ZINC PLATED TYPE. 11—ALL HANGER ROD (ALL THREAD ROD) SHALL BE ZINC. DESIGN CRITERIA OCCUPANCY SEE MAX. COVERAGE NCITF PIPE SIZING AT HOSE THREAD N.S.T. HEADS TILE NO WATER FLOW TEST DATE 1/2001 STATIC PRESSURE 58 By EFS 10THERS I ' • CITY CONNECTION CUTTING PAVEMENT CUTTING CONCRETE PATCHING PAVEMENT PATCHING CONCRETE VALVE HOUSE OR PIT WRING PAINTING AIR SUPPLY SYSTEM TEST PRESSURE CITY STATIC PRESSURE 50 PSI FIRE PUMP CHURN PRESSURE PSI PLUS 50 PSI IF OVER 150 PSI PSI LESS ELEV TO FLOOR BEING - PSI TESTED ( 000 X .433- 000 PSI) HYDROSTATIC TEST PRESSURE 200 PSI AT LOWEST POINT OF SYSTEM z THAT IS BEING TESTED OR 200 PSI MINIMUM ANY UNAUTHORIZED USE DISCLOSURE. DISSEMINATION OR DUPLICATION OF ANY OF THE INFORMATION CONTAINED HEREIN MAY RESULT IN UABIUTY UNDER APPLICABLE LAWS V 1 z O cy 0 ]C U 07 W - d l I! 4 A. PETER TANKEL, P.E. 2356 "C" Winterwoods Blvd.- Winter Park, FLOrido 32792 Phone (407) 657-5585 P.E. # 41231 AL • 46 4k i • •;1t►i•.. -,% jamem %mra kv SOUTHEAST FIRE SPRINKLERS,INC. 2801 WEST AIRPORT BLVD. SANFORD FLORIDA PHONE (407)688-1949 PROJECT ,CLF FR,Z�s.N/11 1 401 MAGNOLIA AVE SANFORD, FL 32771 SYSTEM NO. SCALE 1/8" - t DRAWN BY JOGAWA DATE 8/24/01 PROJECT N0. 41013 DRAWING NO. 2 OF 2 -; i .; 3 t I '17 4 It FA I . I F -T ECTO te 15 *21& r- %VL- ST_e-,, U 01 FT. r L '6a 110. 1 MO' -z- OTF Pu L zq- 7- tZ 1/z ."emr 106-.U� . . L . i -rc> C -26S V&L-Vff- 4 lid 7-7zw. L' A 4 tC J C- rz-% Z4:'x zz Ve, co 40, U -ro 1-» ut.P-),` It I r-7 r ,C*):r-)0 IT W-tA �I ._..�_.«;,u..-. Q tea.. 1 �.��,,� a►,�t�•. u,� � �- oto Pot ksTs nt'jr of Ducr SANFORD DUiLDING DEPT. C0 'j �-'VCA- f -c:!4- THESE PLANS ARE REVIEWED AND CONDITIONAL L` ACCEPTED FOR PERMi r'. A PE:RiAi-r ISSUED SHALL BE CONSTRUED To BE A LICENSE TO PROCEED WITF THE: WORK AND NOT AS AUTHORITY 1'() VIOLATE 0�) CANCEL, AL -TER, DR SIFT ASIDE ANY OF THE PROVISIONS OF DIE TECHNICAL CofjE:S, NOR SHALL ISSUANCE OF A PERP,11 r PREVE-N-i- I HE UL)ILDINC DEPT FROM THEREAFTER REQUIRING A CORREC- TION OF ERRORS ON THE PLANS, CONSTRUCTION OR OTHER VIOLATIC)Nq nP TWe re-- AT x .1 - I MICROswrl-CH APPLIGA i IUNb: The P/N: 12524 Microswitch is installed in the Mechanical Release Module. Up to three additional switches may be added. r Common '•R SPOT 15A/125�'VAC 125�4 Sing(* ViA1175VUC 119" prow l v,atisovoc YELLOW: Normally Open BLACK: Normally Closed Non alarm condition 0 VJ\ Microswitches may be used to perform a variety of output funct;Qns such as: sounding ar?auxiliary audiote -x visual alarm signalling device, sending a signal to a building fire alarm system (a requirement per NFPA 96 if the building equipped with a fire alarm system), shutting down electric cooking appliances, or disrupting power to an eleciricaj gas valve. OUN'lPING t n s H f"� .lj FU Jvv Vlf"SUAL, ,!k'UDIBLE/_VE�UA,_, °=fi�'a,! MANUAL �..J _ L �_� � IJ ) J � i�`'z.X11 0 N w SANFORD GR'ACIOUS AGC =I —U ,�,r M 5V b ._� mI—Li�JZWQ z o U n 'QvaL)T ❑ Q U {) � Z � Q i- U ?sU� u -E v) C U IO �' p '— Z ❑ l} m p t- v Q ,-Ur_naz-t,�° cl z QluliUZI J }4Ii3<�1Z2!rr,.tr- a✓_-QZ7 a SCC i> L, n �_ j--(�i-�r LiCC7L;,^-LUr3 Z ¢LOC1 2t ms`s to WL? SOL 0.O o1 w(LFy �n2��� Wul u Z w Z O D o_Z U . F-4C?riJL'�fQf-O i A i '-- UIti� -T UE �.. € D i tijuI(` I -t LAND (n t s °•r. -............_.W._. .......�..,...,._....!,....� I -N F -E,� _..-.� ....a..,.�� ..... ........_.. ,....__...__.._.._,_...�.....�_.._....... � �:"T+�r.Jlr Sfnt DIESCRIPTION OU T N G, .5 r^. lr I �:t PlAm, tr , R Br-Crti 610X O.B. sr FACP O� Otl z �O o W U i`IAC' Ctv C CRE :`iLt"1RM CONTROL 'WITH BATTERY BACKUP E 60" AF f %��Q } _�..! � MANUFACER ' ❑FIRE ALARMiM tttnNJri!:PULL r'.'DOt I SErr rAIL �� PAGE IJ r . �._...__.�-..._. v_��__' iy pjt ��L � ?J"i-T 11 r MMI ,t* 10 M r'RisJ II C lJ �/ E -z}" it AAr]S.n �t r((`�Lj rf� ��'(' ]]/Ztsr , r_[0 Fl, �IlSL „!3';t }t,� S (� 41�.,..r.'v?r.IG `]h,'[Ct!�c. i?C.IDU' f L,E, f,rs{1[I;' c'SV Z O O z~= E sr_I I ,{" ,z-. (' Rs -E-t:; I S s i.1 r1 ! H�at�l r• Cs:th 1 I i Ei t 2 uONO NAC' DIE- �n_S 11 'Y?[C� EVAC,C• SPEAKER e... �lfR{ iT I a SQ'_b11 I I 0 n r r r �t U (I' AANGIIEL.. ')'TR .�Bo_ s € SLC_ ti}�?~ r'2 t_ G'� { �. 1) I. :1� LLJ j I� 1 i A 0 1 !iOr r i /r d a i r , �/ r/ r �v r a�0 �' eff �=i� � �1i q7 --- IL �o e t ?'m . ' ?'r�" a'e a✓o � 3'/r �/ ��- a 6 1 1 o z + -- -�8 r `Q cl ��` +( ❑�!�9-'�tDr" _ '' �''3N � �T 0 �B9-'t'ro r ❑❑❑�❑ CD00I 00 DO oQ as10 � o0 DVo oo DO 00 •� fit" ..i'aatw0 .00 00 •, 01 jt o M ob oo v :o Cl01 -]D io ❑ no 1 41 _ - - - - - `r - , --� H 711fff x C) u JH uHus0 0. d ,. Cl -A I� Cl[ _ oo a 1 i ` .r o0 r ❑ ❑ oo ! / '.'e 33�-0� ! \ S6�Oa ' - - :,/ '*. oo a ID;gq_ C] L zt ❑ D p go PT 11 o 24 *e ! ` D , i. .... • . _ ........ `� ` i 1 '/ J� � � 1 � �� i► -� Corral. � /. ❑ D Q D ❑ ❑ ❑ - t s CJL_� ❑ ❑ ❑ D❑ D "10..- - F11 Giff 8 APA/.. _ ❑ D - Oxy , I F - F �u r� q Cl❑ D, LIU js1w 0' ❑ ❑ ❑ ❑ ❑ ❑ o - -it Ou go i st ID `a oQ. 9.0 r �� 1 -411 loo 0 _1?:P 00 10 14 --Fol. i n 53., 6i✓�' O� \ k o° 6!5•°' 'dr.3 'd d✓S'° .��' '�"' �✓3r _ y e70%, tit i ❑ ,- cl D vo ` O Cl❑ �i �'=d °Q c c Iwo 00 1001 r OK)OU11-1)LLo �cc] i i El El - qp ,1 00 Do '.1 1 oa o i ❑❑ 0 1 - 1 1 i OEJ 103 El �O "A _� — I 106 00 �`f Q � ❑❑ I 1 1 1 13 7- , i .a ' 1 • t, ,� �. 3, � ' �.. - - -_ � r. �.._._.�--...... .___.. ._-... __ _ _ _ _. _._ . '' �� � - `.. _ _ ..... ..,�.�._, .4 _.�_ �. �.. - - -_ � r. �.._._.�--...... .___.. ._-... __ _ _ _ _. _._ . '' �� � - `.. _ _ ..... ..,�.�._, .4 _.�_ �. 0 0 0 N r` 0 u-1, CU N_ -N U CD a CD 4.-: 0 a m Q Iz N O 0 0 I,- 0 0 0 0 6'z ZD In LU CD rr a i� a a U 73Q I , ABBREVIATIONS BLDG. BUILDING FIN. FLR. FINISHED FLOOR P.T. POINT OF TANGENCY BLK. BLOCK F.L. FLOW LINE R. RADIUS CALC. CALCULATED IN OFFICE INV. INVERT RGE. RANGE I �'" y "r " I , F_______________ I A CENTRAL ANGLE (DELTA) L. LENGTH OF ARC REC. RECOVERED sk' 1 I------'------_---------------------------------------------------- 0,1 1 1 1 1 I 1 I CONC. CONCRETE LOC. LOCATED R.C.P. REINFORCED CONCRETE PIPE e ` I 1 ; i C.M. CONCRETE MONUMENT (M) MEASURED IN FIELD R/W RIGHT-OF-WAY ' 1 1 1 i CMP CORRUGATED METAL PIPE MON. MONUMENT SEC. SECTION 1 ; 4" DIAMETER G.M. ► i I _ ; DESC. DESCRIPTION O.R.B. OFFICIAL RECORDS BOOK STRUC. STRUCTURE ' NO NUMBER i I i �y5 i ; 1; M'Y:6/i � ; ELEV. ELEVATION P.C. POINT OF CURVATURE T.C. TOP OF CURB �p !r ti:r„/,' 1 1 L C) �� I E/P EDGE OF PAVEMENT P.B. PLAT BOOK TWP. TOWNSHIP mza `� so,`i I ENC. ENCROACHMENT PG. PAGE V.C.P. VITRIFIED CLAY PIPE RECOVERED 1 + I ' ? 5; "' ti a� Bill : 5, y r 10 IRON PIPE 1 S 1 ; ; ; EXIST. EXISTING PROP. PROPERTY L.S.A. LANDSCAPE AREA NO NUMBER Cdi i I 1 1 (P) PER PLAT 1 J L I i I 1 1 t------------------------------------___-_----_--------------------___----------------------------____ __....-._-- ; y i --------__----------------------"--------------'.._-.-_J 1------------------------_'-"------------------------JLEGEND 1 -- -_ -- -- -- -- -- -- -- -- -- -- - 1 �---- -_ -- -- - -- -- -- -- -- -- l RECOVERED 1/2■ IRON PIPE o EXIST. SANITARY MANHOLE ' NUMBER .Q BACKFLOW c� X X X X X X X`' X CURB NO PREVENTOR INLET 1$c na EXIST. WATER METER METIER FOURTEENTH STREET . _. NiET ' EDGE OF PAVEMENT 589'3810 Wx N89'59_12 E EXIST. BACKFLOW PREVENTOR - - - - - - - 327.69' V�- - - - - v _ - - - - - 328.94' - - - ^ - - - - X EXIST CHAIN LINK FENCE • ,,,r, sa CURB INLET X X X X X X X X X X X —X x SANITAR'TY SEWER a LIFT STATION h f? STORM SEWE (50 RIGHT OF WAY) R ...,_ •.••, •.•.. MANHOLES 4" PVC tt7 E(1 r - w • EXIST. CONC. PAD W/ TRANSFORMER (V WALK 0.2' n NORTH ,' ..i..» 15` VCP y ryAi^L wV,ArAA. N afr we < s7ys Lass ays ilii a auA air sari vus ami i a6' wrrr rir {r win Yr.� vhvz /wY vfry yawn 11,,6'4 " ruN :w1,, W/n Yua WWs svm Z , Yfra szrr v,,,o :, w✓ Yrm N it ' �� "; axx d aar, it a EXIST. WOOD POWER POLE r ' E 1,s BOLLARDS VCP _•. -_ -- -- :•,?'•y?.,r!?......;y ... -- -- -- -- -- __ __ ••- yr r a ry'0irrr r r -- -- EXIST WOOD POWER POLE W/LIGHT hh r };/6',r } � j t 6'f � ,�5rr r irr ' ... rrh ;- ....:; .589'3810'W M '115.96 M ,... ; • . � . �,...4 r 589'3810 W M . `115.96 M 6'r .. _ Uy� --------------------------------------------- .. � - � r------------------------------------_---------------� ■ EXIST. CONC. POWER POLE WALK ' `�•5' (p} i 58.5' (P) a 58.5' (P} I 88.5• (P) W 117 (P) I I 117 (P) i — E EXIST. OVER -HEAD POWER LINE 2.3'WALK WALK 1 WEST N: ' i'v VENT 8' NORTH NORTH I 1 A/C PADS 1 CTj WALK 0.8' LOT '6',k I ' ' 1 ` ♦ EXIST. TELEPHONE RISER Q: I A/C PADS r 3 I I Q, % +CLEANOUT i EAST 1 x�o� silo a' 1 Q cirri. %i '� Q I 1,h „ ¢ ' ♦..I 1 �, O EXIST. ELECTRIC RISER r n' / :, $..:. ♦f X ; i7 22.5' w ; iii "�r}r'r, '1, /$ y� I 1 1j saris / ; U w 1 3!>' , r , 1 / o u c `'� 1 I EXIST. CABLE T.V. RISER 1 Ih s Y d %Ar< / I 1 n � 1 86.8' ♦ ♦ 86.8•..... 1 I 1 , ' 1 EXIST. LIGHT POLE a A/C PAD = I A/C PAD + '� -y------------------------------------------------ -- _ _ EXIST. TELEPHONE MANHOLE S. 1 6'6' I n 2' CU 6 &GUTTER I I I w'� 1 I1. 1 ti° 6- I SIGN I __ __ _ I 1, r no t� ^ s Q n ap r ^ I r x6', 1 (TYPI AL) !-- - ------ -- ----117 (P) ----____-------------1 1----------------------------------------------------1 °N ° w t d i 38.2' 4�. i v 38.2' o `O ' •Q..; st + �F P ; ; 117' (P) ; ' {/�yl `-' D4 EXIST.. GAS VALVE 1 1,h 'v, 1 �' ._ _ 1 1 1 •+1 LOT y I 66.8' ^ 4 �- r' 1 `fy�''.;• 6'f !' 3 r- ( I 1 1 �,I1 6'1 n '� :t , c ss.a' .- ,y , �a„ , , 1 I I ; + F+•1 EXIST. TRAFFIC SIGN ��yy�� cry •.. 1 t- ♦ 1 6'r.? 4 '•.. u 1 1 I 1 1 1 Amy/. -3c � arra '/•r %•�. r- 1 �+^""�is ♦�,•_,• ( :. � I 1 I 1 *� $ r ¢ I I 1 /•a 1 Ir{ rry-c �r ^ 1 V 1 I $ 1 6'-,1♦ 1 O. , //6'o <y/1, 1 C, r I ® EXIST. TRAFFIC SIGNAL BOX 1 I LOT r. 6'r Yiy• r♦ LOT s 1 ;fit IQ N , v }' $� f y Y6' �r I I .v LOT � � 1 I ."� 1 1 ' �r `��^ � y v L �' � "'fi• 1,V 1 � �irr rii` � N1 I I �r ` '�;a,r � 1 EXIST. MAILBOX '�+ rrr ; -%'' Q , /f•`: r "'i`° /rir I ,,q Q 00 I lam, vu Y!: �Oy `i r! ' I A/C PAD 6'f I I+M1 1 I wt / ; i Gkt "• I t A/C PAD 1 �� r U s mYr DESIGNATES EXIST. CONCRETE Yri/l6' y r'rr/a .r.. , r 6'r f 1 r, I Z I ; I I 1 & , 14.00 2' CURB 1& GUTTER 3,. 1 5 i 't i 28' UJI' •59.37» I i I • SET 5/8" IRON ROD #LB 3461 2 t TYPICAL h r r ° r ' I .589 E (M} 118.71 (M} I I N , ...... 1 n, , »A r wA4�S 1 (TYPICAL) z . c�••:r s r A 4----------------------------------------------------� AvgJ•. `kv'1c ...'.: ' -,,.•-N�. , � 1 , ♦ SET NAIL &DISK #1,..B 3461 2.5' i u 1 «:5 1 A Z 117 (P} I 117 (P) I 1 $ WALK 58.5' P i 58.5' P v' S8 5' P _i 5. 10.3' Vfr• 1 W WEST I ( ) 1177 ------------ EAST ) -- -COo N (_}117 p --_----__-(P)_ WALK 11' W 1 ; N ITEu DEatoNnt�s I M () �` 11 Lor NUMBER 1 IA co N A C PAD S Q ^ ;I ^ I Z ' fsa r Zc3 CONCRETE o / 6'h 3 Q yr :W�r r 1 Q �♦ 1 Gy y SIGN ? �O P� O 1 1 t� 1 ♦`' � m '� 1 �O v I II r 45 �i � j I $ rr�„ f "%y %fir W N �' n ^ ` v n h /6'r, r r t ( �., 1 .rmA %i I' Irr� G Q ^ Q F', yy 6' i yy�, 0 d f r ,t� I I �Qi A/C PAD v .. v �- G1, 4'✓ 6Y v ` O 110, 14 rms $ '!f \ �I n (I ' r� s' ♦ , \� Y riv,, r/ v G a rlr�' /4 6'r r v. 00 v 1y 6'u X71 y a • L�° ■+ ��` e O B- ` y�r s}Ya � p = C I II I 1 3. WATER IA aS r/ a �, v, • �• �/ x}? 4r� l�ry RE]I 0ES"IES METER r% �fl,m s 11 BM ��r, � , .+� C��G�J\ � 1 LLI MMntMeoe TIER NUMBER TEs 0 n r s G N $ D = i s 8 J `� v ----------- ---- —17 - - ------- 1411 117' (P) I ---- ------------------------------------------ - ------------- r---------------------------------____-------- O 117 (P) 117 (P) c� 1 BACKFLOW A A/C PADS I .- - A/C PADS PREVENTOR 1 wza g / I fa ° ;♦moi ; S.bOt—moi 1 33.00' R 1 A/C PADS 1 1 co I t V v I a 79.9' tV 'o ^ O"` I 1= ^ 1 cV 79• G ' ' i s, V Is t IILOT ♦. 1 8' .. ^ Il , •• ^ 1 j A/C PAD v 6'i ^ Q SIGN 1 Wv (� �`� f �`s + ; . �%rva' �✓ ; 1 v 4 � 6'r/.A F ♦.i ,.. LOT rryrs ;!/ v^y N �J'. 1 j 1 i� IA .,u.A f4 ri:v %f%%' !r I ;; (� t yrl'' 64 rrfr, fir, '�' Q 1 6'y $ f Gr%j�rq w, r ori a9il ss fG 6'.r ��� a6' 1 1 !1 yrsi r 's# 1 V f1,, `r l �/1' 'r tist.�T `3%•' 4 1 22.5' 3 �Sr y f�r aah f � r ;,�, � � fii ' in • 22.6' 1 1 :. M.y.W .•. ,,,' _____'YAY ____--_ — ._.r--., 'r� ___________ ______________--------- -------_ W I' 1 .cam 1 1 • -- .rye • My�y fyf(�!(.�i7.•ryN - __-•____'% 1. _...---------- _____ +�•M..e It_ 1 c rry �y f Yfr»Ar16'J r ;Lr r /�2, T P 117 - n - - I I -I----------------------117-�P�----------------------, ___ z 117 (P) 33.00'• 44 n r A/hy �v� nrSrAA 9 k! div () \P)— A 1 1 1 7IYIrr7y"k"f�Fi3k41�MONITORING 1 I I I 1 1 v r r ry7r'Lr,,�a r•'rx 9r,�xA � �/ WELL ` 1,r M « ... ^ I 1 1 s raw+ A, 6' q s / i r }""7,irx.�s% . fn• ,@.! v %411,5 r '1%6' , 1, OVERHEAD ' v I I ; r� � • 4•• I1. I LEDGE OF DIRT ROAD I 6',v Ar+v'r'3 / - (Q (� 1 JAf'3 Y2"Y 6'i3}9trr ,6'r r r%' �'r. 1(]� V 1 �► s a� 5.6' n r n1, rhar . �.�° � t' ^ _ ^ POWER LINES %6'i • r t � ;%2 '•"x 9 'y 1 ' "M B5 r� ktx G 6'r: 1� y r •6'f h 6'r: 1 Q• CONCRETE Q, Q (TYPICAL) 6'l A� $ !i// i _ _- _- __— _ r♦ I I, %%/'� 7 ^ am f f �• 1 33.00 ;33.00 I^ B.00 yf 6', r %an ♦Qi +ua �rYf wu'A ♦Q.� l y'v �Y^!V'a.V-' r ? WAnN V�1Y h r�• it BLOCK .•r <�' 6'n•. }:, u• 3 i ;;. % G% Xr V f7,L. A`f„`'•r ,r�!•qi ,;Yr.. BUILDING tt1 ,,%6''S' r� y;' ray/? I 1 �/ r rrg r Rv r hr .a r � �i ir�/ . 6'l r •^p ,� n6'• I3. 1• 1 ti»• , '+, l ' .. Qp I 1 rc.a; 4 9'`6' r H}�n ySi`irL 3.6' n6'• qnA� i "3• WALK 0.8' • I 1 " In °qw vvW rnr�A r y 6'x 0.iXRn r'MA �f 1 m 6'A n Yi 3S`ti %hi 11��,r�a ` WALK 3-0' EAST r^rAy4}$i , /'r'hrrgiir9 ��r 0 14.7' WEST �• 7F ' BUILD r. + n'3rSArxir gs 0syryAykl d v 1.3' NORTH GUY WALK 3.5' SM »'1N. r.SA''7v'}.rs`glw4A.Sv i• 4v'�As'yAv m 1 wEST r , f ) ! .: () ; I 1 117' (P} 117 (P) .< } ��: q}SrrAt , r}Ar, 117' P 14.7' :;�; ' 117' P I a LEGAL DESCRIPTION t I t 1 '. ■ E + I SS "5 39 E M 117.01 M ---� I N9o�oo0o E (M) _ 116.94 (M) - -_ N90'(IO' ■E�Al 11 94 1 E ' E E E� E 8' At1EY (P) 1 LOTS 1 THROUGH 10, BLOCK 16, TIER 2 AND LOTS 8, 9, AND 10, BLOCK WALK 2.1' ' E 8 A E 1 __ - __ __ -- _ + BUILDING w 16, TIER 1, E.R. TRAFFORD'S MAP OF SANFORD, AS PER PLAT THEREOF SIN SOUTH G 2' CURB Lc GUTTER :. slcN (TYPICAL) E 1-1 OR ' NTH AS RECORDED IN PLAT BOOK 1, PAGES 55-64, PUBLIC RECORDS OF FIR ' •:..................... ... .. ... .........._. „.......... ....,... ........ ..... .. ::..::_... .....,.....:............6'•....r........ -n:..... HYDRANT :... : ,.:..:,.:......:::..: SIGN ;:::;:..:: ::..:•.•::.., - 1 SEMINOLE COUNTY, FLORIDA. EDGE OF PAVEMENT •- c°3` FIFTEENTH STREET EDGE OF PAVEMENT . RECOVERED - - _ _ _ N90'00 00 E > - W - - - - - - f.- - - - - - - ------------- DIAMETER C.M. t I 330.13' (50' RIGHT OF WAY) �� 3, E NO NUMBER $, $ `« .....:.:: .. :.. .:..::.......:... ,:::.. . .. _.....:.::•.•::.•....: ,..: .._—., RECOVERED :- :.:.:... ... VEYOR NOTES STORM SEWER- --+-1 W 1 4 DIAMETER C.M. 1.) BASIS OF BEARINGS: BEARINGS ARE BASED ON THE CENTERLINE OF 1 , MANHOLE NO NUMBER FIFTEENTH STREET A5 HAVING AN ASSUMED BEARING OF N90'00'00"E. 1 F -- -- I ------------------------------------------------------------------------- r _ 1 ____________ _ -----_---_______, r- _______________--------_-----_-----------____-- 2 UNDERGROUND - :• _ __ , �_____.._____________________________________________, .} D UTILITIES LOCATED AT ABOVE GROUND STRUCTURES ' RECOVERED I I ACTUAL UNDERGROUND LINES ARE SHOWN AS APPROXIMATE LOCATIONS 1" IRON PIPE i I , AND ARE NOT FIELD VERIFIED. 1 i Y ; ` ' 1 I y, . i ' ° ; NO NUMBER f,rq �f . 6'r i It ; + 1 �� �� 1 ' `'� � I 1 � � � %� � ; 1 ;��,, '{'� � ' 3.) NO RESEARCH DONE FOR RECORDS OF EASEMENTS OTHER THAN LOT 1 , ora !s/ x9 ! 1 6'G 'l6', a 1 '� err,, ; I`�'�.yWra�h _ ' 111,5117.a, "� i I r�i S=� ,,u , SHOWN HEREON. SURVEYOR DID NOT ABSTRACT LANDS SURVEYED. y ry v/// 1 1 91v, 6'i �f 6' 6'm ; 1 1 lrr.�9 y I i I 'J 3 G %.� I 1 1 1 1 1 I 1 3URVEYOR':3 CERTIFICATE _- -- 1 I ' -------------i ---------------------------------------------------4 I HEREBY CERTIFY THAT THE "PLAT OF SURVEY" SHOWN HEREON WAS MADE, UNDER MY RESPONSIBLE CHARGE, FOR THE BENEFIT OF THE CLIENT LISTED, AND THAT IT HAS BEEN PREPARED IN ACCORDANCE WITH THE MINIMUM TECHNICAL STANDARDS FOR THE TYPE OF SURVEY LISTED, AS SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS & MAPPERS, IN CHAPTER 61G17, FLORIDA ADMINISTRATIVE CODE PURSUANT TO SECTION 472.027, FLORIDA STATUTES. I 1 I I I 11 1 BLOUNT SIKES & ASSOCIATES, INC. L.B. 3461 DATE OF FIELD SVEY 10/2/00--- ,�J BY: _—__ WESLEY OUNT, N0. 2700 NOTE: NOT VALID UNLESS EMBOSSED WITH SURVEYOR'S SEAL. FIELD MKVE,1 1•y,,"r„:.- TYPE OF SURVEY: .......... '• • ''” '�' CLIENT ATE PROJECT N0. TECHNICIAN CIS ... ,.:::::>:.::::.. :.. ;:.::::: r ,::.<,�,•......::.;:,�<>..: W Blount Sikes A AssociatesSURVEY 10/12/00 70027.02 CHECKED WEB Consultin Civil En ineers & Surve ors BOUNDARY & LOCATION RAMI YOSEFIAN 8c LEO TREPANIER FB 00--13 PG. 12 Z < g 9 Y SCALE SHEET NO. / 3032 North Mercy Drive, Orlando, Florida 32808 NO. DATE REVISION BY APPR'D Iz (407) 894-3804 FAX 894-3805 1"=30of 1