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HomeMy WebLinkAbout4005 School St 05-105 Demo of bldg1 I i I i i � I (TY OF BAI+fMOO )`X*LM APNLIL'ATION Prrvait'lr pa: Building Nlootrical t,*k tic.l __ Plumbin8 __i! Fitt 6p(kikfcdAla m Puo1 Ekc.aical: New Servi%;r, -- # of AMPS Addidot %Alwrd ion Chdagc of Scrvict _ Tomputery PA;: bi(aLunkal: Rssidv%ttial Nui-Rvaidondd Y I Ropluoianaat Ncri . __ (UUa LaYWIL & Fa"gy Cale Rvquited) PIWUUU4 j NOW Camrardd: ff of FiXWUO I # of WUkf St Stiwtr Liana 4 Vf Uaa Unca _ �lasitblrtylvc,r Rc"vgwt H of WNW aawm 1teFAU — ltcridantw or Commetoial Qccttl>rsru.'y Type- RaNhIM441 _. C'QMMCr4dl ; Indualriel Tvttil $quart Ftmirbt: CousUruCgaq, Type: ui EitgYla: �_j IV of Tlwelllns Urfb: _-- label Zrntu (F'EMA forty required for o0w tlt" A) <Ar . Owosra Nspto elk Addrma; Coatrscler Nma dt Address, m C Lam V4vtjgQ Ft, (Mist!% Ptovfof anamblp A Loge] Doetriptlod) &sir L}�. se Nu txr pkngq A Foxe �3'a ('S�/9 �y ctlltatirersva: 7DAJVLt D Itaaa: �4d7'eY. 3 115� AoadluCCnmpany; _ Adelson; _ Atdlltodlliagiaar; I � YMaat; Addrm; Ntu - - — --- - Applicatina it bobby awdo to obten a permit to do ft work sod instalUtioae at iadi"IML 1 notify thit no work or iuuatLhart has oom mascod prior to tho inwaca of a permit sad that aII work will bs padormW to n4m standards ofr116%n rcgul Ling cassUm ias in this jwiadietiw I uadrnW►/ ttMl a JtgtrAiG pewit most bo enwrad foe EI.ECUICAL WOUX. p1,l1MRWG, SIGNS, WELLS, POOLS, FURNACPS, IlGq M, HEATERS, TANKS, end AIR CONDITIONIIIt5, atc. V WNEWS AM(>`':1 oitti(y %bat all of tho ftuogaing iufareutinn is mcuram and %)ut all work will by doac in complimco with s0 appkabb Las io8ula%4 cwwtntctim and zoning. WARNING TO OWNS&: YOUR ); AI1.M TO MCORD A NOTICE OF COba(EN`Lab tIgT 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. "quitcmmtt of this porniit, them %my be eddiaon■lmtrkdmt ayptieAlcto No to sayduiawy bofoun''di',nt� U� rdt v[ bt sddilivnal permits mquicd fro ' ads" uet vuretual cotitifa mh err walm MAtta twit dittricw, atatP. e\\�pa�pot�e r Wui aF eJi is ve a►fiun Owl will notify the owik oY tho property of dtt T * , a►. SlRuthro o /Agent i A�tt mgtt►twro of Conhacror u, ' #0014 I o f i� b�dom Ut..15 41 I �' Riot CanaactadAgmtYa Naato " Z # D14 /56 !r SSia Note la Sigma o of Notary Stem of FlvriJa OwncrdA�t is V151.tily Kmwa M Me or CmuxcodAgan W V<eaoaa} KxQWvA to war / Ptoaueal ID —� I _ Ptodeugd lit API IQATION APYROY&DBY; 814, i zopima: _— Vtilitiw: FD: (IniGn! dt Datoj� (Initial dt Dsto) (initGl h t?.a) (Ynititl & I7sw) spcaisl Coaditiorr 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 o` ' 4) -�_ STAKED TURBIDITY BARRIER (FDOT INDEX NO. 103) C�7 -rl z z P w II om0)�o I.� rm I z �J 00 (purl_ 77' ' S ;u O Z O :U ' O ;:::E rq OO z O m l..C.l., ".` 1 - 00 rU I (A n Z-0:0 �00 0 �A n it _U z En y? c o �00C En 3. 4P iI` D tic r-j z7o' < Dt_ ,, I? �oz 4.00' rrl z I 0 83' Ln0�j, ,rq ku r y� Z m V) O�UI vru 8. �'..00 G) O 4160' '451'S CQ1 1 (arnc, i e 3280 'E' CONC. /0Y 6.O'x1.7' As I i ( V CONC.ONO SLAB W ill o q � o S. I GONG. _I COURT, E) (n 1'l'! f 't Y (: JJ i 1fi }: 11 �} ! I' m `_ I .. 6' 00 BOAR FE XC7 i N 0.02'44 W it 1 11Y °9 I: 1 + f �S z 0 c 1 m m 11 NI i PARCEL I.D. #16-1930- 5AC- 0000- 0440 1. EROSION CONTROL PLAN' #16 -19 30- 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 — Q Q Q Q — O `f `f B Wood 2" x 4" 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 81 ANTICIPATED CONSTRUCTION PERIOD. PROVISIONS MUST BE MADE TO PRESERVE THE INTEGRITY AND #16 -19 3 0 - 5AC - 0 0 0 0 - 0 3 40 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 Filter Fabric PROVIDE HAY BALES, SILT BARRIERS, TEMPORARY GRASSING, ETC. AS REQUIRED TO FULLY COMPLY #16 -19 30- 5AC - 0 0 0 0 - 0 3 4 A o Silt Flow WITH THE INTENT OF THIS SPECIFICATION. ADDRESS: 39 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 f y o � '°`� �-t-fsar THE SURFACE AREA OF OPEN, RAW ERODIBLE 501E EXPOSED BY CLEARING AND GRUBBING 1 I �{ 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 C) o + 5. TEMPORARY SEEDING 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 o 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 < (— (� 8. TEMPORARY REGRASSING zD O � co p IF, AFTER FOURTEEN DAYS, THE TEMPORARY GRASSED AREAS HAVE NOT ATTAINED A MINIMUM OF r CD rn 75% GOOD GRASS COVER, THE AREA WILL BE REWORKED AND ADDITIONAL SEED APPLIED SUFFICIENT rn O r-- a r— TO ESTABLISH THE DESIRED VEGETATION COVER. O O FIT 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. 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 +�Ra Z �O O ON + hfys m CONST. ±3120 LF OF N (/) EXIStNG WELL TO BE PERMITTED SILT FENCE °� w �`U -{ A AND ABANDONED BY A LICENSED o m{Fri WELL DRILLER f A e'*L 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 —�4o.or 4' HO WI E ENCE 0° £ ° (INCLU+)ED) /y� SOON /� a�na n N 6's o a v u 90'08Z p t G9. 4 SCALE: >"=50' 54.'LO'Z nc�'i EXISTING RESIDENCE TO REMAIN 4 , OD, P DvtF u / o O 0 N O :+ X •L G N J S R 0 Q / 90 O L m n o v 4 + +r +r I ✓ Q7 0 (,� /x\ .yl O O l { �C a � rTl is° s° -I,Y g5 q� v� �Y o . c s r �.I I----. n, /• MG7 T O nOZ 07V•.OI O _ -Cf /1�cm= FO v m 0� O _ wC) u zZ m me ,m rqL i o m OZO m N i, b � T, " u r .; CID l® 9 m o0 0wv _ CONST. ±15 LF OF N 7' /m TURBIDITY BARRIER 6" -o 8 0 FF 6; 2 '0-( / OVERHEAD POWER (p� LINES TO BE REMOVED CU Z :j _ m m bz ' 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, +rF +, 9° s°s .^`' Nam? — ' —_ r o 1 'F— —_. — - o ) "fir r r`? " VACATED PER DESCRIPTION ^' 3N»0 1.2110 301M �t,8 N ' 12—_ _ ---,= •/" - f- rs __. ._ L$$F.�RODko7NAi` -ON RW O 1'Z� �3- —T` _ • rB O W U �—-- _Z l� +� "4 f'9 f °6 Fs.9 y�S w 6°'Jy rX6 TZ--- '—To--• X11 j`2_ �O COf+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.:04, LF OF `Yi,F I r, CONST. t940 LF ofVACATED ''9� SILT FENCE s TURBIDITY BARRIER CONST. ±340 LF OF r- EXISTING COX �Yo- LUMBER SITE SILT FENCE WARNING CADD NAME DATE DEMOLITION PLAN 0 1 DESIGNED BY SMM 2/04 DRAWN BY SMM 2/04 IF THIS BAR DOES — COX LUMBER CO. 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 328�13 . 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 ENGINEERING PLANS PROJECT NO, I 97-0206.004 DATE FEBRUARY, 2004 SCALE SEP 17 7004 1 "-50' I Donald C. Bieger, Jr. FLORIDA P.E. #60857 SHEET 4 OF 14