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Home My WebLink About4005 School St1 I i I i i �I (TY OF BAI+fMOO )`X*LMIT APNLIL'ATION Prrvait'lr pa: Building Nlootrical t,*kmictd __ Plumbin8 __i! Fitt !;I>lkW,;dA]a m Puo1 Ekc.aical: New Servit;r, -- # of AMPS Addidot %Alwrd ion Chdagc of Service _ Tomputery Pelt: bi(aLunkal: ftefsidvntied Nm-lteuidondd Y I Ropluoianaat Neri .__ (UUa LaYWIL & Fa"gy Calc Rvquited) PIWUUU4 j NOW Camrardd: ff of FiXWUO I # of WUkf St Sower Liana 4,vf Uaa Linea _ Masi 61stylvc,rRc"wtW;HofWNW aawm 1JfepuU—Ita:idantworCommercial Qccttl>rsru.'y Type- RaNhIM441 _. Ctttnmcrcial ; Indualriel Toth' $quare Ftmirbt: CousUruCgaq, Type: ui EitgYla: �_j IV of Tlwelllns Urfb: _-- label Zrntu (FEMA forty required f tr sinus alt" X) <Ar . Owosra Nspto elk Addrma; Coatrscler Nma dt Address, m C Lam V4vlt)IRO- � Ft, (A4.6 Ptovfof anamblp A Loge] Doetriptlod) &sir L}�. as Nu txr pkngq A Foxe ��3'a ('S�/9catltatirersva: 7DAJVLt �pD �Itaaa: �4d7'eY.�3 115 AoadluCCnmpany; _ Adelson; _ ArdlltnglFingia«r: I I� YMaae; Addrm; Nim - - — --- - Applicatina it bobby awdo w obten a permit to do ft work sod instalUtioae at iadi"IML t notify that no work or iuuatLhart has oom mascod prior to dao iawaca of a permit sad that NII work will bo padotamA to otiose stamilmds ofr11 L.ra regulating cassUi Uta in this jwiadietiw I uedrnW►/ ttMl a JogtrAiG pewit -num bo mm -orad foe EI.ECUICAL WOUX. p1,l1MRWG, SIGNS, WELLS, POOLS, FURNACPS, IlGq M, HEATERS, TANKS, rod AIR CONDITION73IiS, ate. V WNEWS AM(>`':1 sonify tbat all of tho forogaing iuforauttion is saturate and f)ut all wafk will by doac in complimco with s0 appkabb Las io8ula%4 wnutruetim sed zoning. WARNING TO OWNS&: YOUR ); AI1.M TO MCORD A NOTICE OF COba(EN`Lab iNT MAY REBUI,T IN YOUR PAYING TW)CJEFORMO%QVFN[BNTSTOYOURPROPERTY. WYOU INTEND TO CAITAINMNANCINO.CONSULTPI1fIYOUR 11:M"QRAN ATTORNEY BUFORE RIIt70R0W(i YOUR N4TICL' OF 4OMlWENCEMENT. requitcmmtt of this porniit, thorn %my be ed40on■1 mtrkdmt ayptieAlc to No to ray dui awy bo foun'di,nt� U� rdt yr ba sdditivnal permits mquiscd fro ' ads" tua] vur"ccotitifa mh err water mons Hunt dittricw, etatP. e\\�papoe�e J ate. r tfOii aF eJi is ve a►Iiun Owl will notify the owik oY tho property of aka 3vquinmww o I S 71 v`C� i`�'J�eP , • •, ` •�r�Cs/Bi ////e * , a►. prat tuft /Agent i DW of aF Conhuctor u, ' #0014 1 of i� b�dom Ut..15 41 I �' �+ �s Riot CanaactedAgmtYa Naato " Z # 014 156 !r SSia Nota la Signa o of Notary Stam of Flan is OwncrdA�t is V151.tily Kmwa w Me or CmuxcodAga(W V<eaoaa} KxQWvA to war / Ptoaueal ID —� I _ Ptodeugd lit API IQATION APYAOY&DBY; 814, i 7.utunp. — VtiliGw: FD: (IniGn! dt Datoj� (Initial dt Dsto) (initGl h t?.a) (Ynititl & I7sw) spcaisl Coaditiarr v 2 C 1 J 4 . T 'd EDBOBBSE98 s'awi �� d we [ i I tf) e6�7- T T t.CJ t � y yy , c,, Post (Options: 2" x 4" Or' 2j' Min. 01a. Wood; Steal /.33 Lbs/Ft. Min.) l8 Oz. Nylon Reinforced PVC Fabric, (300 ps; Test) lu Q` ' 4) -�_ STAKED TURBIDITY BARRIER (FDOT INDEX NO. 103) C�7 -rl z z P l..C.l., ".` 1 - r.�{ 00 rU I _ -1mc � •, (A nr r, Z OA �00 0 �A nn it _U z Ey? c o �00 C En 3. 4P O I 7 1.j N D r- jz< ,, I? Boz 4.00' Dt_ 7o' tic rrl z I 0 83' Lnn,�j, ,ku r y� Z Oro V) O�UI vru 8. �'..00 G) O 4160' '451'5 CQ1 1 (arnc, i e 3280 'E' CONC. r0Y 6.0'x1.7' As I V CONC.ONO SLAB ill o q � o S. IICONC. _I COURT, CE) (n 1' l'! f 't Y (: JJ i 1fi }: 1 ! I' m `_ I .. 6' 00 BOAR FE XC7 11Y °9 I: 1 + I' rs z 0 c 1 m m 11 NI i PARCEL I.D. #16-1930-5AC-0000-0440 1. EROSION CONTROL PLAN' X16-1930- 5AC- 0000- 044A a) A STORMWATER POLLUTION PREVENTION PLAN (SWPPP) SHALL BE PREPARED BY THE CONTRACTOR. /) /j Post Options Wood 2J"Mtn. 0 CONTRACTOR SHALL EXECUTE ALL MEASURES NECESSARY TO LIMIT THE TRANSPORT OF SEDIMENTS #1 6 — 19 30- 5AC — 0000- O `f `f B Wood 2"x4" Optional Post Positions Prtnciple Post Position OUTSIDE THE LIMITS OF THE PROJECT TO THE VOLUME AND AMOUNT AS THAT ARE EXISTING PRIOR Oak t fx l j" I I (Canted 20' Toward Flow) TO THE COMMENCEMENT OF CONSTRUCTION. THIS CONDITION WILL BE SATISFIED FOR THE TOTAL Steel 1.33 Lbs/Ft. Min 6' Max• I Filter Fabrlc On 8. ANTICIPATED CONSTRUCTION PERIOD. PROVISIONS MUST BE MADE TO PRESERVE THE INTEGRITY AND X16-1930-5AC-0000-0340 conformance With CAPACITY OF CHECK WEIRS, SEDIMENT BASINS, SLOPE DRAINS, GRADING PATTERNS, ETC. REQUIRED ' Sec. 985 FOOT Spec.) a TO MEET THIS PROVISION THROUGHOUT THE LIFE OF THE CONSTRUCTION. CONTRACTOR SHALL o iso Filter Fabric PROVIDE HAY BALES, SILT BARRIERS, TEMPORARY GRASSING, ETC. AS REQUIRED TO FULLY COMPLY X16 -19 30- 5AC - 0000-034A 42 IFI Silt Flow WITH THE INTENT OF THIS SPECIFICATION. ADDRESS: 3 9 40 CHURCH STREET "� �, o ► D) THE CONTRACTOR SHALL PREPARE A SWPPP DOCUMENT IN ACCORDANCE WITH NPDES REQUIREMENTS OUTLINED BY THE US ENVIRONMENTAL PROTECTION AGENCY AND THE FLORIDA DEPARTMENT OF ELEVATION SECTION ENVIRONMENTAL PROTECTION. c) THE CONTRACTOR SHALL PROVIDE CONTINUOUS MONITORING OF EROSION AND SEDIMENT CONTROLS AND SHALL DOCUMENT ALL CORRECTIVE MEASURES TAKEN. Note: Silt Fence to be paid for under the contract unit price for Staked Silt Fence (LFJ. TYPE III SILT FENCE d) THE APPROVED SWPPP SHALL BE EXECUTED BY THE CONTRACTOR AND THE DOCUMENT SHALL BE KEPT ON SITE AT ALL TIMES FOR REVIEW BY THE OWNER'S REPRESENTATIVE AND BY NPDES (FDOT INDEX NO. 102) INSPECTORS. 2. STOCKPILING MATERIAL o NO EXCAVATED MATERIAL SHALL BE STOCKPILED IN SUCH A MANNER AS TO DIRECT RUNOFF a DIRECTLY OFF THE PROJECT SITE OR INTO ANY ADJACENT WATER BODY, WETLAND, OR STORMWATER z COLLECTION FACILITY. i` c m I 3. EXPOSED AREA LIMITATION r� y o ;;u '°`� �-t-rsar THE SURFACE AREA OF OPEN, RAW ERODIBLE 501E EXPOSED BY CLEARING AND GRUBBING 1I �{ OPERATIONS OR EXCAVATION AND FILLING OPERATIONS SHALL NOT EXCEED 40 ACRES SO LONG AS N ° \ THIS OPERATION WILL NOT SIGNIFICANTLY AFFECT OFF-SITE DEPOSIT OF SEDIMENTS. 4. INLET PROTECTION E) - INLETS AND CATCH BASINS SHALL BE PROTECTED FROM SEDIMENT LADEN STORM RUNOFF UNTIL THE 4' HOG WIRE FENCE 645.01` �a _�� COMPLETION OF ALL CONSTRUCTION OPERATIONS THAT MAY CONTRIBUTE SEDIMENT TO THE INLET. . o�z 0 O o + 5. TEMPORARY SEEDING 14 Z (A C, r °a AREAS OPENED BY CONSTRUCTION OPERATIONS AND THAT ARE NOT ANTICIPATED TO BE DRESSED FIT V °`° AND RECEIVE FINAL GRASSING TREATMENT WITHIN THIRTY DAYS SHALL BE SEEDED WITH A QUICK M GROWING GRASS SPECIES WHICH WILL PROVIDE AN EARLY COVER DURING THE SEASON IN WHICH IT IS PLANTED, AND WILL NOT LATER COMPETE WITH THE PERMANENT GRASSING. THE RATE OF SEEDING SHALL BE 30 LBS. PER ACRE. j4- \ 6. TEMPORARY SEEDING AND MULCHING SLOPES STEEPER THAN 6:1 THAT FALL WITHIN THE CATEGORY ESTABLISHED IN 4 ABOVE, SHALL \ ADDITIONALLY RECEIVE MULCHING OF APPROXIMATELY 2 INCHES LOOSE MEASURE OF MULCH I, MATERIAL CUT INTO THE SOIL OF THE SEEDED AREA TO A DEPTH OF FOUR INCHES. Y°9 +r8� P +r 7. TEMPORARY GRASSING co-, THE SEEDED OR SEEDED AND MULCHED AREA(S) SHALL BE ROLLED AND WATERED AS REQUIRED TO C g ASSURE OPTIMUM GROWING CONDITIONS FOR THE ESTABLISHMENT OF A GOOD GRASS COVER. M -U m < (- E:551 8. TEMPORARY REGRASSING zD O � co p IF, AFTER FOURTEEN DAYS, THE TEMPORARY GRASSED AREAS HAVE NOT ATTAINED A MINIMUM OF F_ CD rn 75% GOOD GRASS COVER, THE AREA WILL BE REWORKED AND ADDITIONAL SEED APPLIED SUFFICIENT rn O r-- o r- TO ESTABLISH THE DESIRED VEGETATION COVER. +rx� O O FI 9. MAINTENANCE e O C 1 z I~ r� ALL FEATURES OF THE PROJECT SHALL BE CONSTRUCTED TO PREVENT EROSION AND SEDIMENT AND FIT -D \ 6°=1- SHALL BE MAINTAINED DURING THE LIFE OF THE CONSTRUCTION SO AS TO FUNCTION PROPERLY _ y -T p WITHOUT THE TRANSPORT OF SEDIMENTS OUTSIDE THE LIMITS OF THE PROJECT. -Tj Fri F- M 10. DUST ABATEMENT O � D 0 J N o s DUST SHALL BE CONTROLLED WITH USE OF WATER AND CALCIUM CHLORIDE. 0 0 0�o D 11 �g1. THE CONTRACTOR SHALL AT HIS OWN EXPENSE PROVIDE ROUTINE MAINTENANCE ON TEMPORARY -v �� m EROSION CONTROL FEATURES UNTIL THE PROJECT IS COMPLETED AND ACCEPTED. o s? o y +rRa Z �O O ON m CONST. ±3120 LF OF N U) r' EXIStNG WELL TO BE PERMITTED SILT FENCE °� w �`U -{ A AND ABANDONED BY A LICENSED o m{Fri WELL DRILLER r� A e'er/ WIDE DRIVE — 4' HOG WIRE FENCE � 0 9� � � � N � G}DIR� a W u D E, -� `yam.—_ _. „_ 99 O CJ O _. ON m � d Q U / U �' W � /\ mG ' L8'099 0 M . ow z °� M„�t,Z OON --640:071-4' HO WI E ENCE 0° £ ° (INCLU+)ED) /y� SOON /� a�naTIE) N 6's o a v u 90'0$2 ptG9. 4 ( 40.00' �—' I ..� \ SCALE: >"=50' 54.'20' Z n cGi EXISTING RESIDENCE TO REMAIN 4 , OD, P uvtF u / o O 0 N O :+ X •L G N J S R 0 Q / r. ro9o O L m n v v 4 { tr +r I'✓ Q7 r 0 (,� /x\ .yl 0 0l { �C a � rTl r5° s° -I,Y g5 q� v� �Y o . c s r �.I I----. n, /• 40.00' _ OZ 07V•.OI O n W _ r? - f /1�cm= FO v m 0� O _ W u zZ m xo ,m mL r u M OZO m N i, b � T, " u r .; +rF +r 9° s°s r`' CID l® 9 m o0 0� wv _ U CO CONST. ±15 LF OF N 7' /m TURBIDITY BARRIER 6" -o 8 0 FF S rr� 6; 2 '0-( / OVERHEAD POWER (p� LINES TO BE REMOVED CU Z (n _C`�D r'1C Y69 Y'�u� +r + r •rr N N / :j .0 � _ m m bz r' L4 Q / oo rq in 0 30' WIDE SEMINOLE COUNTY (DRAINAGE EASEME � AND CITY OF SANFORD UTILITY EASEMENT%kI N / 4' HOG WI FENCE \ 0 C, ri LEGEND i� FENCE TO BE REMOVED TREE TO BE REMOVED LIMITS OF DEMOLITION ■rrrrr� w u 0 SILT FENCE II VACATED PER DESCRIPTION om0)�o I.� _ ---,= - m I z __. ._ �J �3- —T` _ rB • O U _Z l� 00 (purl_ 77' ' S ;u O Z O :U ' O ;:::E �—-- + rSr rq °6 Fs.9 y�S w 6°'Jy rX6 -TZ--- zOO O FIT l..C.l., ".` 1 - r.�{ 00 rU I _ -1mc � •, (A nr r, Z OA �00 0 �A nn it _U z Ey? c o �00 C En 3. 4P O I 7 1.j N D r- jz< ,, I? Boz 4.00' Dt_ 7o' tic rrl z I 0 83' Lnn,�j, ,ku r y� Z Oro V) O�UI vru 8. �'..00 G) O 4160' '451'5 CQ1 1 (arnc, i e 3280 'E' CONC. r0Y 6.0'x1.7' As I V CONC.ONO SLAB ill o q � o S. IICONC. _I COURT, CE) (n 1' l'! f 't Y (: JJ i 1fi }: 1 ! I' m `_ I .. 6' 00 BOAR FE XC7 11Y °9 I: 1 + I' rs z 0 c 1 m m 11 NI i PARCEL I.D. #16-1930-5AC-0000-0440 1. EROSION CONTROL PLAN' X16-1930- 5AC- 0000- 044A a) A STORMWATER POLLUTION PREVENTION PLAN (SWPPP) SHALL BE PREPARED BY THE CONTRACTOR. /) /j Post Options Wood 2J"Mtn. 0 CONTRACTOR SHALL EXECUTE ALL MEASURES NECESSARY TO LIMIT THE TRANSPORT OF SEDIMENTS #1 6 — 19 30- 5AC — 0000- O `f `f B Wood 2"x4" Optional Post Positions Prtnciple Post Position OUTSIDE THE LIMITS OF THE PROJECT TO THE VOLUME AND AMOUNT AS THAT ARE EXISTING PRIOR Oak t fx l j" I I (Canted 20' Toward Flow) TO THE COMMENCEMENT OF CONSTRUCTION. THIS CONDITION WILL BE SATISFIED FOR THE TOTAL Steel 1.33 Lbs/Ft. Min 6' Max• I Filter Fabrlc On 8. ANTICIPATED CONSTRUCTION PERIOD. PROVISIONS MUST BE MADE TO PRESERVE THE INTEGRITY AND X16-1930-5AC-0000-0340 conformance With CAPACITY OF CHECK WEIRS, SEDIMENT BASINS, SLOPE DRAINS, GRADING PATTERNS, ETC. REQUIRED ' Sec. 985 FOOT Spec.) a TO MEET THIS PROVISION THROUGHOUT THE LIFE OF THE CONSTRUCTION. CONTRACTOR SHALL o iso Filter Fabric PROVIDE HAY BALES, SILT BARRIERS, TEMPORARY GRASSING, ETC. AS REQUIRED TO FULLY COMPLY X16 -19 30- 5AC - 0000-034A 42 IFI Silt Flow WITH THE INTENT OF THIS SPECIFICATION. ADDRESS: 3 9 40 CHURCH STREET "� �, o ► D) THE CONTRACTOR SHALL PREPARE A SWPPP DOCUMENT IN ACCORDANCE WITH NPDES REQUIREMENTS OUTLINED BY THE US ENVIRONMENTAL PROTECTION AGENCY AND THE FLORIDA DEPARTMENT OF ELEVATION SECTION ENVIRONMENTAL PROTECTION. c) THE CONTRACTOR SHALL PROVIDE CONTINUOUS MONITORING OF EROSION AND SEDIMENT CONTROLS AND SHALL DOCUMENT ALL CORRECTIVE MEASURES TAKEN. Note: Silt Fence to be paid for under the contract unit price for Staked Silt Fence (LFJ. TYPE III SILT FENCE d) THE APPROVED SWPPP SHALL BE EXECUTED BY THE CONTRACTOR AND THE DOCUMENT SHALL BE KEPT ON SITE AT ALL TIMES FOR REVIEW BY THE OWNER'S REPRESENTATIVE AND BY NPDES (FDOT INDEX NO. 102) INSPECTORS. 2. STOCKPILING MATERIAL o NO EXCAVATED MATERIAL SHALL BE STOCKPILED IN SUCH A MANNER AS TO DIRECT RUNOFF a DIRECTLY OFF THE PROJECT SITE OR INTO ANY ADJACENT WATER BODY, WETLAND, OR STORMWATER z COLLECTION FACILITY. i` c m I 3. EXPOSED AREA LIMITATION r� y o ;;u '°`� �-t-rsar THE SURFACE AREA OF OPEN, RAW ERODIBLE 501E EXPOSED BY CLEARING AND GRUBBING 1I �{ OPERATIONS OR EXCAVATION AND FILLING OPERATIONS SHALL NOT EXCEED 40 ACRES SO LONG AS N ° \ THIS OPERATION WILL NOT SIGNIFICANTLY AFFECT OFF-SITE DEPOSIT OF SEDIMENTS. 4. INLET PROTECTION E) - INLETS AND CATCH BASINS SHALL BE PROTECTED FROM SEDIMENT LADEN STORM RUNOFF UNTIL THE 4' HOG WIRE FENCE 645.01` �a _�� COMPLETION OF ALL CONSTRUCTION OPERATIONS THAT MAY CONTRIBUTE SEDIMENT TO THE INLET. . o�z 0 O o + 5. TEMPORARY SEEDING 14 Z (A C, r °a AREAS OPENED BY CONSTRUCTION OPERATIONS AND THAT ARE NOT ANTICIPATED TO BE DRESSED FIT V °`° AND RECEIVE FINAL GRASSING TREATMENT WITHIN THIRTY DAYS SHALL BE SEEDED WITH A QUICK M GROWING GRASS SPECIES WHICH WILL PROVIDE AN EARLY COVER DURING THE SEASON IN WHICH IT IS PLANTED, AND WILL NOT LATER COMPETE WITH THE PERMANENT GRASSING. THE RATE OF SEEDING SHALL BE 30 LBS. PER ACRE. j4- \ 6. TEMPORARY SEEDING AND MULCHING SLOPES STEEPER THAN 6:1 THAT FALL WITHIN THE CATEGORY ESTABLISHED IN 4 ABOVE, SHALL \ ADDITIONALLY RECEIVE MULCHING OF APPROXIMATELY 2 INCHES LOOSE MEASURE OF MULCH I, MATERIAL CUT INTO THE SOIL OF THE SEEDED AREA TO A DEPTH OF FOUR INCHES. Y°9 +r8� P +r 7. TEMPORARY GRASSING co-, THE SEEDED OR SEEDED AND MULCHED AREA(S) SHALL BE ROLLED AND WATERED AS REQUIRED TO C g ASSURE OPTIMUM GROWING CONDITIONS FOR THE ESTABLISHMENT OF A GOOD GRASS COVER. M -U m < (- E:551 8. TEMPORARY REGRASSING zD O � co p IF, AFTER FOURTEEN DAYS, THE TEMPORARY GRASSED AREAS HAVE NOT ATTAINED A MINIMUM OF F_ CD rn 75% GOOD GRASS COVER, THE AREA WILL BE REWORKED AND ADDITIONAL SEED APPLIED SUFFICIENT rn O r-- o r- TO ESTABLISH THE DESIRED VEGETATION COVER. +rx� O O FI 9. MAINTENANCE e O C 1 z I~ r� ALL FEATURES OF THE PROJECT SHALL BE CONSTRUCTED TO PREVENT EROSION AND SEDIMENT AND FIT -D \ 6°=1- SHALL BE MAINTAINED DURING THE LIFE OF THE CONSTRUCTION SO AS TO FUNCTION PROPERLY _ y -T p WITHOUT THE TRANSPORT OF SEDIMENTS OUTSIDE THE LIMITS OF THE PROJECT. -Tj Fri F- M 10. DUST ABATEMENT O � D 0 J N o s DUST SHALL BE CONTROLLED WITH USE OF WATER AND CALCIUM CHLORIDE. 0 0 0�o D 11 �g1. THE CONTRACTOR SHALL AT HIS OWN EXPENSE PROVIDE ROUTINE MAINTENANCE ON TEMPORARY -v �� m EROSION CONTROL FEATURES UNTIL THE PROJECT IS COMPLETED AND ACCEPTED. o s? o y +rRa Z �O O ON m CONST. ±3120 LF OF N U) r' EXIStNG WELL TO BE PERMITTED SILT FENCE °� w �`U -{ A AND ABANDONED BY A LICENSED o m{Fri WELL DRILLER r� A e'er/ WIDE DRIVE — 4' HOG WIRE FENCE � 0 9� � � � N � G}DIR� a W u D E, -� `yam.—_ _. „_ 99 O CJ O _. ON m � d Q U / U �' W � /\ mG ' L8'099 0 M . ow z °� M„�t,Z OON --640:071-4' HO WI E ENCE 0° £ ° (INCLU+)ED) /y� SOON /� a�naTIE) N 6's o a v u 90'0$2 ptG9. 4 ( 40.00' �—' I ..� \ SCALE: >"=50' 54.'20' Z n cGi EXISTING RESIDENCE TO REMAIN 4 , OD, P uvtF u / o O 0 N O :+ X •L G N J S R 0 Q / r. ro9o O L m n v v 4 { tr +r I'✓ Q7 r 0 (,� /x\ .yl 0 0l { �C a � rTl r5° s° -I,Y g5 q� v� �Y o . c s r �.I I----. n, /• 40.00' _ OZ 07V•.OI O n W _ r? - f /1�cm= FO v m 0� O _ W u zZ m xo ,m mL r u M OZO m N i, b � T, " u r .; +rF +r 9° s°s r`' CID l® 9 m o0 0� wv _ U CO CONST. ±15 LF OF N 7' /m TURBIDITY BARRIER 6" -o 8 0 FF S rr� 6; 2 '0-( / OVERHEAD POWER (p� LINES TO BE REMOVED CU Z (n _C`�D r'1C Y69 Y'�u� +r + r •rr N N / :j .0 � _ m m bz r' L4 Q / oo rq in 0 30' WIDE SEMINOLE COUNTY (DRAINAGE EASEME � AND CITY OF SANFORD UTILITY EASEMENT%kI N / 4' HOG WI FENCE \ 0 C, ri WARNING CADD NAME DATE DEMOLITION PLA N 0 1 DESIGNED BY SMM 2/04 DRAWN BY SMM 2/04 IF THIS BAR DOES — COX LUMBER C O. NOT MEASURE 1" CHECKED BY DCL 2/04 ENGINEERS , SURVEYORS • PLANNERS • SCIENTISTS THIS COPY OF Florida License No. 2648 THIS DOCUMENT IS APPROVED BY DCB 2/04 BASS PROPERTY NOT TO SCALE 1505 East Colonial Drive - Orlando Florida 32813 . REVISED BY CHECKED BY DATE '� REVISIONS REVISED BY CHECKED BY FILE: 04- DEMOLITION _PLAN.dwg ' -° � CITY OF SANFORD, " t. GRAPHIC SCALE 50 25 0 50 ( IN FEET ) 1 inch = 50 ft. LEGEND i� FENCE TO BE REMOVED TREE TO BE REMOVED LIMITS OF DEMOLITION ■rrrrr� TURBIDITY BARRIER u 0 SILT FENCE VACATED PER DESCRIPTION ^' 3AR10 1.2110 301M /t,8 N " ' _ ---,= - f- ♦S __. ._ L$$F.�RODko7NAi` -ON-RW O 1'Z� �3- —T` _ rB • O U _Z l� r s _ �—-- + rSr r'9 r °6 Fs.9 y�S w 6°'Jy rX6 -TZ--- '—T0'--• X 11 j`2_ �O CDf+ST. ±14 LF OF - 5 BARRIER 6 ° L 0 T 101 I L 0 T 5 ' 30' PLATTED ROAD (NO NAME ON PLAT) PER DESCRIPTION /1 � Vp TURBIDITY 7+,.,—+ Y,°� Y+ 9° CONST.: 1Y, LF OF rYi,F I rr CONST. 1940 LF ofVACATED r'9� SILT FENCE s TURBIDITY BARRIER - CONST. ±340 LF OF r- EXISTING COX �Yo LUMBER SITE SILT FENCE WARNING CADD NAME DATE DEMOLITION PLA N 0 1 DESIGNED BY SMM 2/04 DRAWN BY SMM 2/04 IF THIS BAR DOES — COX LUMBER C O. NOT MEASURE 1" CHECKED BY DCL 2/04 ENGINEERS , SURVEYORS • PLANNERS • SCIENTISTS THIS COPY OF Florida License No. 2648 THIS DOCUMENT IS APPROVED BY DCB 2/04 BASS PROPERTY NOT TO SCALE 1505 East Colonial Drive - Orlando Florida 32813 . REVISED BY CHECKED BY DATE '� REVISIONS REVISED BY CHECKED BY FILE: 04- DEMOLITION _PLAN.dwg ' -° � CITY OF SANFORD, " t. GRAPHIC SCALE 50 25 0 50 ( IN FEET ) 1 inch = 50 ft. ENGINEERING PLANS PROJECT N0, I 97-0206.004 DATE FEBRUARY, 2004 SCALE SEP 17 2004 1 "-50' l Donald C. Bieger, Jr. FLORIDA P.E. #60857 SHEET 4 OF 14 LEGEND i� FENCE TO BE REMOVED TREE TO BE REMOVED LIMITS OF DEMOLITION ■rrrrr� TURBIDITY BARRIER u 0 SILT FENCE ENGINEERING PLANS PROJECT N0, I 97-0206.004 DATE FEBRUARY, 2004 SCALE SEP 17 2004 1 "-50' l Donald C. Bieger, Jr. FLORIDA P.E. #60857 SHEET 4 OF 14