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751 Red Cleveland Blvd 05-2037 new constructionPERMIT ADDRESS tS CONI'RACTO] cZ ADDRESS PHONE NUMBER PROPER'T'Y OWNER ADDRESS PHONE NUMBER ELECTRICAL CONTRACTOR MECHANICAL CONTRACTOR PLUMBING CONTRACTOR MISCELLANEOUS CONTRACTOR PERMIT NUMBER MISCELLANEOUS CONTRAC'T'OR PERMIT NUMBER c. r r FEE FEE SUBDIVISION J PERMIT # DATE PERMIT DESCRIPTION;,„ PERMIT VALUATION SQUARE FOOTAGE c) 0 d y trJ I I ORID INT RN,,ATION/A /AIRPOR I INDEX SHEET G-1 TITLE PAGE SHEET G-2 GRADING $. D12AINAGE PLAN P HOWES JAcKsoNSANTAq" CON T ROSA rY NASSAU TA I y c Y . ADSDEN LEANHAMILTON H sT C-3 EXISTING SITE CONDITIONS I/ ` MADISON F^- BAKER CLAY 0, Owner/Applicant: Gum ANKtJ TAYLOR A ' STATE ROAD 46 SHEET C-4 ST012MWATER PLAN DETAILS Orlando—Sanford Airport Authority .%A` DIXIE LAR ALACHUA T SITE T c'.;- 5TO MWATE2 POLLUTION PREVENTION PLANRPArSMr. Larry Dale, President HE LEVY VOLUSIA - 100 Red Cleveland B o u l e tea rd W>1LE A ORLANDO-SANFORD INTERNATIONAL AIRPORT Sanford Florida 7)2773M SHEET -1 LANDSC P PCITRUSLAKE6 A LAN 407) 585-4010 HERNANDO ORANGE Lj % PASCO t SITE 1100RES ST oAu SHEET p PINELLAS DSCEDLA 4 AIRPORT BOULEVARD 5 H G LT- jFLOOR PLAN FPOLK INDIAN RIVER SHEET A-2 FOUNDATION PLAN ANA HARDEE 114, .: HIGHLANDS WRQUETIE AMUS I .,-c.,..w.c..,as,,;r, DE 5070 MARTIN EACH Contractor: S SHEET A-3 ELECTRICAL PLAN TO _ B E SELECTED ARLa _ j PALM BOULEVARD LEEan HENDRY SHEET A-4 REFLECTED CEILING PLAN 4 eRowARD COLLIER: RE(W jif-Er n SHEET A-5 HVAG PLAN CRYOF 5AiJ"ojRJ MONROE DADE Architect: 5HEET A-G ELEVATIONS f0 BE RETAINED BY GENERAL CONTRACTOR SHEET A-7 5EGTION / DETAILS L o CA Tions MAP a SHEET f . 8 BUILDING SECTION UTILITY SERVICE PROVIDERS:J;,e;u5 SHEET 14\-0 ROOF FPAMINC PLAN SERVICE: LOCATION: CONTACT:` 3 • 145 L. Afl;,or1 L,vd., Sznford, FL 32773 i WATER CITY OF SANFORD MR. PAUL MOORS, P.E. SHEET A-40 ROOF FP-.,At-ZING DETAILS P 0 BOX 1788 (407) 330-5640 Engineer: SANFORD, FL 32772 Mark P. Neiman, P.E. SOLID WASTE SEMINOLE COUNTY HEALTH DEPT. OrlandoSanford AIRPORT BLVD. Registration #44077 SANFUKO, FL 32772 BLDG 538 -VEHICLE INSPECTION STATION 110 W. Rich Avenue TELEPHONE SANFORD AIRPORT MR. BRYANT GARRETr Sanford Airport Authority 1200 Red Cleveland Blvd. D e La n d, FL 32720 100 RED CLEVELAND BLVD. CFO SANFORD, FL 32771 (407) 585--4000 386) 740-1454 ELECTRIC FLORIDA POWER & LIGHT MR. CHARLIE JOHNSON P 0 BOX 2149 (407) 328--1924 Surveyor: SANFORD, FL 32772 Scott's Surveying Services, Inc. GAS FLORIDA PUBLIC UTILITIES MR. DAN SCRIBBENS 450 S. HIGHWAY 17-92 (3$6) 66$--9319 Registration #5807 DEBARY, FL 32713--9703 IJ Ll 1 258 Shad dale Courty CABLE TIME WARNER COMMUNICATIONS MR. MARVIN USRY De lto n a FL 32738 844 MAGUIRE ROAD CONSTRUCTION SUPERVISOR ' OCOEE, FL 34761 407) 532--8509 407 330-5738 ENGINEERINGFIBEROPTICLEVEL3COMMUNICATIONSMR. SONNY JARROCK 407 330-3797 FAX 1025 ELDORADO BLVD. MAPPING COORDINATOR 110 WEST RICH AVENUE DELAND, FLORIDA 32720 Email: s s s f i s h m a n Q a o l. c o m BROOMFIELD, CO $0021 8 77366-83443668344 888-3151 PHONE 386 740-1454 FAX 386 943-9257 EMAIL csiengineeringftellsouth. net C.Q.A. 00009845 V n W z z 0 2 < F-- oz it O Lij z 0 Z a,- 7 -- ------------------------------------------46 0 07zM L (L a 0 iv) 1K A 11 11 it z 9-V Aj x UJ M z Z 7 - CL mLLI U- < LU V) V) LL N > 00 V) e' 0 k\ z9 e' Z 0/1" U0, IS 4-11111 0 z L!j LU z CD 0 ui 0 L7 o I'llm, O< 91 li l - T F- 74 0 CL o ' C) z +/} el, loo, k j kikkikZ- V? t5x- -pk i co V) IL Zx-x-x-x-X-X-X-X-X-X-x-X-X xCL X-X-X-X-'/- X-X-XX X- c 0w icok, z LLJ 4-- c9k NN9k 3x c) Aol z 6k X) Qx N W- I C) x Ld Lli 0 I LLJ M z z LLJ 9 LIJ (D 0 a zn V1 c c 0 to `, \ p 0 Sv 'o zow z Ux I z op z / \, Qu cin LJ I b \ \$ x \ O(LLIL LLJ LLJ CIO CD C j Y \\ \ oo`` z2:F-- U 0- w < V) NNNN z 0 on LLJ LIJ w Ca, // C6 11 r 1 I } / ` Lill 00' I I !!! / L.L- I C 110 WW RICH AVD PHONE (386) 746-1 EMAIL rsi6ngineerirlgv PAVING VEHIO N1LE1, OT.-VAID -U Tr "5EKS ORLANDO-5AN500 SEAL 0, A T It r-} i F C EE \AJT E DO j 1,Nl 1425 E. PIiipori'U:A., Samord, FL 32773 IM = mi 0 0 a v 0 a v 6 Q 35'L-19 Pole (by FPL) Landscape Legend: Description: ,a.mount: OAKS (12'-14') 'OAKS' 20 EA. 6 PINEAPPLE GUAVA (5 Gal.) 'P.O.' 55 EA. L Q WASH. PALMS. (14'-18') 'W.P.' 11 EA. VAR. PITTS (7 Gal.) 'Pi 5' a Ea. LIG U_ (30ol.) 'LIG' 450 EA. ) 3. 'Light Pole (by FPL)- BAHIA SOD Pineapple Guava ALL DISTURBED AREAS, PLUS ENTIRE RETENTION (Island Area only) AREAS) PINE BARK MULCH (ALL L.ANDSGAPING BEDS) SPRINKLER HEADS ALL SPRINKLER HEADS TO BE LOCATED WITHIN THE 5HRUBE1zY PLANTINGS, WITH 12" POP-UP HEADS ATTACHED TO THE RIGID SCHEDULE 40 PVC UNDERGROUND SYSTEM. ALL SPRINKLER HEADS TO BE LOCATED AT 12 FEET ON CENTER, FOR GOVEI AGE. ALL NEW PLANTINGS TO BE IRRIGATED. 35Light Pole (by FPL) 0 0 IF X 00 SCALE 35' Light Pole (by FPL.) ` ee GM engineering Pans prepared by ice" Civil Solutio s Inc., f r Impervious Areas and Drainage 1 Vis! Site fo Fire Hydrant and 5H 1:: y iE C07173WEL ter r- le r Locations JE iq 1 3 2005 i G neat to P table an Irrianon (" leters` 1425 E, Airport G vd., 5aniord, FL 32773 x; Landscape. - ; Plan REV.# DATE BY.. 1 11/11/04 FLW-II ght Pole (by FPL) Oaks 0 r2Av.r H r F=LW-11 L,DA rf_ 12 August 2004 JOB NO. x I ANDSCAPF AREA PAVEMENT ALL CURBS & ROADWAYS TO MATCH-EXISITNG IN ACCORDANCE W/FDOT AND LOCAL REQUIREMENTS. 1/ERT/,L. CURB DETAIL 5/8" OR 3/4'-/ GNGEM NR. 18 HOLES ( 2 PER STOP) nd.a. WHEEL STOP DETAIL 5.0' TYPICAL - 0.02' PER 0' SLORE n.i,ar CONSTRUCT SIDEWALK OF MINIMUM' 4" OF 3000 PSI CONCRETE .4 28 DAYS PER SECTION 5P2 OF THE FDOT STAN PARE)" SPECIFICATIONS FOR ROAD 4c BRIDGE CONSTRICTION (2004 ED) AND (N -ACCORDANCE WITH F0OT STANDARD INDEX NUMBER 310. SIDEWALKS DICAPPED PARKING SiGN 25 OR FTP -26 PER T INDEX 117355 MIN, 4.0' LANDIN BEHIND RNP 0 WHITE HMDICAPf MARKING IS OP ONAL Ir .11 3' OR 5 01-1 12' 0 10' 0°---. r4 , HANDICAPPED STANDARD ALL PAVEMENT MARKINGS ARE TQ BE TRAFFIC TW & INSTAIIEA IN ACCOROWE WITH F.D.O,T, STANDARDS & SPECIF1CAPONS. KUE STRIPING,T'O,MIATCH 4MDE 16160 OF t AL $TANWIDS 595a• H/C SIGN TO K SERIFS 'C' BLUE WITH 1' LETTERING, ALL TRAFFIC COM OL SIGNS .S l3E FAOR107EI) USING 3M BRAND "SCOTCi1L,RE' Si-II;ETI G ON MINI 6,060 GAUGE: ALUMINUM. ALL STOP SIGNS 3}1 L BE 30" QCT06QNS INSTALLEO ON 12', 31bs,/fir 'U' CHANNEL POat (RAIL STEEL ONLY) OK 3 x 12' ROUND ALUMINUM PASTS, 'U' Cf4WNEl, POSTS Y BE USED FOR A.I. SIGNS SMALLER THAN 36" x 48". ALL WARNING SiGNS SHALL BE A MINIMUS 30'x O" r ALL TWHO SIONN§ SHALL BE 'OUMOND GRADE" FACED. STRIPING & SIGNACS' DE'"TAIL.S A = 5 MINIMUM 7 3,00Q PSI CONCRE`TTE W/GONTRO, JOINT EVERY 4Q0 SQFF. F. USE 6" CbNC§ETE WITHIN R/W)' B m 12" MIN. STAOILiZED BASE COMPACTED TO 95% DENSITY PER AASHfO T-180 FLORIDA SEARING VALUE MIN. 50 PSI MIS, L.lC17T DUTY'' PAVING DETAIL EROSION- AND SEDIMENT CONTROL NOTES: 1 ) Sediment basins and traps, perimeter dikes, sediment barriers and other measures intended to trap sediment shall be constructed as a first step in any land - disturbing activity and shall be mode functional before upslope land disturbance takes glace. 2) All sediment control measures are to be adjusted to meet field conditions at the time of construction and be constructed prior to any grading or disturbance of existing surface material on balance of site. Perimeter sediment barriers shall be constructed to prevent sediment or trash from flowing or floating onto adjacent properties. 3.) Permanent or temporary soil stabilization shall be applied to denuded areas within seven days after final grade is reached on any portion of the site. Temporary soi stabilization shall be applled within seven days to denuded areas that may not be at final grade but will remain undisturbed for longer than 30 days. Permanent atabiliz(jtion shall be applied to areas that are to be left undisturbed for more than one year, 4.) A permanent vegetative cover shall be established on denuded areas not otherwise permanently stobliized, . Permanent vegetation shall not be considered eetobjiaged until o ground cover is achieved that, in the opinion of the Reviewer, is uniform, mature enough to survive and will inhibit erosion. 5.) Surface runoff from disturbed areas that is comprised of flow from drainage areas greater than dr equal to three acres shall be controlled by a sediment basin. The sediment basin shall be designed and con:ltructed to accomodgte the anticipated sediment loading from the londw-distAing activity. The outfall device or system design sjloll take into account tho total drainage area flowing through the disturbed area to be served by the basin. 6.) After any significant rainfall, sediment aontrol.structures will be inspected for integrity, Any dompged devices shall be corrected immedidtely. ' 7,) Concentrated runoff shall not flow down out or fill afopes unless contained within an adequato ierhporory or permanent channel, flume or slope drain structure, 8.) Whenever water seeps from a slope face, adequate drainage or other protection shall be provided. 9.) Sedimont will be prevepked from entering any storm drain system, ditch, or phannel. Al storm sewer inlets that are made operable during construction shall be protected so that sediment -•laden water cannot enter the conveyance aystem without flnA being filtered or otherwise treated to remo4e sediment. 10.) Before tempore or newly conyt*ted starmwater conveyance channels ,ore made operational, adeq ate outlet protection and any required temporary or permanent channel lining shail be InIN led in both the conveyance channel and receiving channel, 11.) When work in Q live watercourse is performed, precautions shall be taken to minimize encroachment, control sediment transport and stobilizs the work area to the greatest extent phsaible during construction. blonerodible material shall be used for the construction of cou$eways and cofferdams, Eorthem fill moy be used for these structures if armored by nonerodible cover materials. 12.) The bed and banks of a watercourse shall be stabilized immediately after work in the watercourse is campleted. 13.) Periodic inspection and maintenance of all sediment control structures must be provided to-bheure intended pufpose is accomplished The Developer, owner, and or thb cbntraota r shall be continually responsible for all sediment leaving the property $ddiment control measures shall be in working condition at the and of each working day. 14.) Where construction vehicle access routes Intersect paved public roads, provisions shall be made to minifilze, the transport of sediment by tracking onto the paved suNace. Where sediment is transported onto a public road surface with curbs and gutters, the road shall be cleaned thoroughly at the end of each day. Sediment shall be removed from the roads by 'shoveling or sweeping and trans- ported to a sediment contrgl diQpoeal area. Street washing shall be allowed only after sediment is removed in this manner. 15.) This provision shall apply to individual subdivision lots as well as to larger land - disturbing activities, 18,) All temporary erosion and sediment control measures shall be removed within 30 days after final site stabilization or after the temporary measures are no longer needed, in the opinion of the Reviewer. Disturbed soil areas resulting from the disposition of temporary measures shall be permanently stabilized to prevent further erosion and sedimentation. 17.) Properties and waterways downstream from construction sites shall be protected from aedimgnt deposition and erosia'n. 18, Phased projects should be cleared in con unction with construction of each phage, 19r Erosion control design and construction cull follow the requirements in Index Nos, 101, 102, and 103 of FDOT Roadway and Traffic Design Standards. n.t,s. DRIVEWAY CONNECTION CONSTRUCT VALLEY GUTTER PER FDOT INDEX #300 1/8' OPEN JOINTS 9 10' INTERVALS n , • r--------------------- -• J -i SOD NELED OR -,, CHiLD PROOF BARS CORNERS MAX, 4-•1/2" SPACING I I50D I s• WIDTH 6'" I I i T ABOVE F/L I I SOD CONCRETE SLAB, 3' OR 1 SOD 5-1/2" THICK, REINFORCED h L ----_.— — WITH WWF 6x6-W1,4XWi-------------- J TCP VIEW - SiNGLE PIPE s. Soo amum18 -MV ; M0 awl A,I 2I AIi£IP: Irl fa M % Aft^ OA' 2:11.11 MrsA CAid t 1l' CONNECTgR T"' SADi)LE CONCRE,TE PIPE BITCH GRADE 2';_.. NOTTLESS 0 PIPEJOINT p PERMITTED UNt ESS 5' SOD APPRQV-f3Y #4 REBAR INT=ERTHEEN F SECTION n,t,s. MITERED END SECTION OPTIONAL POST POSITION i / POST OPTIONS: 2'x4" OR 2-1/2" MIN DIA, WOOD V1-1/24 SQUARE OAK OR 1.33 LOS./FT. MIN. SUL \ 1.'' •" — I . I rr ..... • ...1-r — r — ' — III .'. 1 ;'.1 r'1- r„ 1 :•1 i1• 'r ly w ,•`r —w ter.. —. rr ... 1 ORADE FILTER FABRIC (IN CONFORMANCE WiTH SEC, 985 FOOT orfs. TYPE lli SIL - 1- FENCE UV PROTECTED - FIBERGLASS SKIMMER GRATE -,r— 1 PLAN VI 17" - 7• PROJECT DATA: Project Arta 61,100 Sq.Ft. 1,403 Acres All pave0lQnt markings shall beh srmoplasile and shall Drainage Area) be installed In accordance with DOT Index #17346. PROPOSED; (Totals) All reflective markers are to be placed In accordance Buiidin Coverage 1,018 Sq,Ft. 1,7% with FOOT Standard Index #17352. Other Impervious 22,012 9tI.Ft. 36.0% Retention Areas 14,6$2 Sq.Ft. 24,0% All elc ns pre to be pplaced in accordance with FOOT Green Areas 23,390 Sq.Ft. 38.3% 5tpndord Index #17302• and the "Manual On Uniform Project Land Use: Vehicle Inspection Trdffic Control Devices For Streets And Highways". Controctpr to have, In place during construction a work Water Provider: City of Sanford Utilities Zone Traffic Contra( Pian per FDOr Stan. Index #600, Sewer Provider: On site Septic 'Tank — Droinfield For additional detgils sea FDOT Standard Index numbers 11980, 11863, and 17355. Solid Waste Service. Provider: City of Sanford Location of depleted slns la approximate only and is All utilities construction shall be undergound. subject to chbnge as directed by the Engineer. 100 Year Flood Plain riot applicable to Project, The contractor, prior to construction, shall field locate all existing utilities within or surrounding the site, for Salic - S,C.$. X20, Myokka & EauGollie Fine Sande poesibl''6 conflict. Previously filled site) All areas within the effected right—of-away disturbed Site has no known arch, or historic resoureee. during cahatruction andll be sodded/test'bred. Existing vdgatotion — grope field in bldg. area Contractor 'shall restore off -'site arbas disturbed by oonstruotion to gr1gi6df-eohdition or bettor. Owner or their successors will be responsible for ' maintepairide- fo ,storm drainage oystom as approved Contrabtdr to Maintain traffic flow durin dgrtgtruG jonl for c6n otructibn. Recommend mininium weekly check f0f 'dobris c gqgging outfall; bi-annual flush of ,pipe Oontr;uctor ma make minor adiwstments In 'allgttp'idnt and maul bFfA and remove clippings os'required. &'•grade to avofd' conflot w/,q>f(eting ••utllljleH, st f±rtures, teeem or to better riridt h existing' .flpfid aQnditiartts, All conatruction shall conform to the City Of Sanford Standards and Speoifications. Cantrackar shall p{t Into I place all, erosion 4 2gdirrijnt aontrol prpcticee shown prior to start df cine rdOtibn. Contractor 1holl regard orld ,aubmit to projodt bng'Inger addurate ,As-Built (46rr1,at1ohr VARIE 10,0'—VARIES,10lb' 4 o' SOD ALL SLOPES SEED & MULCH BOTTOM TOP ELEV. 45,0 CONTROL E14I i TION 44.9 GR BOTTOM EDW. 4305 WET SEASON WATER TABLt E EV, 39,0 R TT. ENTION VQLUME PROVIDED TO ELEVATtQN 44.9 = 14,593 Cu.Ft, DETENTION VOLUME PROVIDED TO ELEVATION 46.0 = 18,7'20 Cu, t. PE rENTION AREA . E1," TION F 1-`r •':'' •',;•, ,; •,. •, :..;. /, '';. ; .•'1 •''1'• ', . 1' • ' l1-^1-'1. 1'r•'•/• '''.;`:';''i' r,a 1111 ; ;• lr,i:'• :,r.'' '? :;, ;,1•,.;, :11 , 1'' 1'•, r 1' `r1- 1''., ,r':,1'.• i,.',, Il', 1.'' • •1, ''' '\^;tier ' •••'• ''1', 11 1 i y:'•:': ' '''1-'1.1-1'' ,'';, l/1: ' 'i ' rl' ''11y'1•' ''' '' ! '`1-'•,'1 TN l]`•M1M' 1 ;•r 1. '•''' yt '!; :dr'. I1'. :' •',11',1', .r': P1;'r ;'' •;, ;:•. • • •; s r'; •;l • i{i l r1, 411;'.11• t5,,4, 1' f,TI r'; ,ti; ,;..',, 1,,;:;,;;; r;',;;•:''' 1; 1'1',,,' ,,;'. •' eNtu{GY A11aN , I;y'11'' 11;•.'15, ;',''•' ' 1;;, ;,, :.;1 ,,, :, 1;1- , f;l ;•'. . ,'l,, 1;1.r r'; ; 11 '„'r,.l.; A 1',; •; ; r;:' i' ' 1'''''''''''' {,; t''• '' '11 't ;; , , ;r,•;11 , . ;p for ;r;;;r,;+','r, •,• TOP ELEV. 46.0 --r - I I WEIR INVERT SKIMMER INV. I I ELEV, 44.9 ELEV. 44.4 J 12” R.C.P. f / J PIPE INVERT a- ELEV. 43.0 FRONT VIEW MODIFIED FOOT TYPE "G') n.t.a. OUTFALL INLET r, r2 M 6' 6" CONSTRUCT PAD OF MINIMUM 3,000 PSI CONCRETE n.t.s. S fH PASPL.ID DETAIL_ CAL CUI39 1--U --r n1s, FLUME" DE -r- A . IL 2005 SPU_S'CI U'h J'b i RIJU IIUNIii111;. ' 1426 E. Aiiport C!•+d,, Sanford, PL 32773 6TX A 1 B 0 E F 0 M N 15" 2'-•7' 192' 2.16' 1a' 2.06' 5' 1.22' 4.43' 1.19' Z J 16' 2'-10" 1.97' 2.74' 4'71' 2,59' 4' 41' I,73' 4,92' 1.21-' 5L OPE 24' 3'-5" 2.os' 3.65' 5.91' 3r"1 7' 5,50' 1.25' 36 V-1" 21-26' 6,09' 9133' 6.66' 9' 2.24' 4,67' 11,33' 4 15' 2'-7" 2.27' 4.09' 8 36' 4.aJ' e' 1.2' 4.e3` i.1-' 1 1s'• 2'-1a' 2r36' 5.12' 7,49' 5.03' 9' 1. 1' 4,92' 112 SLOPE- 24' 3'•-5' 2.53' 7.16' 971 7.53` 11' 1.71' 5,60' 1.25' 36' b'-1-' 2.97' 11.31' 14. 15' 11.03' 15' 2.24' 6,e7' 1.33' MITERED END SECTION OPTIONAL POST POSITION i / POST OPTIONS: 2'x4" OR 2-1/2" MIN DIA, WOOD V1-1/24 SQUARE OAK OR 1.33 LOS./FT. MIN. SUL \ 1.'' •" — I . I rr ..... • ...1-r — r — ' — III .'. 1 ;'.1 r'1- r„ 1 :•1 i1• 'r ly w ,•`r —w ter.. —. rr ... 1 ORADE FILTER FABRIC (IN CONFORMANCE WiTH SEC, 985 FOOT orfs. TYPE lli SIL - 1- FENCE UV PROTECTED - FIBERGLASS SKIMMER GRATE -,r— 1 PLAN VI 17" - 7• PROJECT DATA: Project Arta 61,100 Sq.Ft. 1,403 Acres All pave0lQnt markings shall beh srmoplasile and shall Drainage Area) be installed In accordance with DOT Index #17346. PROPOSED; (Totals) All reflective markers are to be placed In accordance Buiidin Coverage 1,018 Sq,Ft. 1,7% with FOOT Standard Index #17352. Other Impervious 22,012 9tI.Ft. 36.0% Retention Areas 14,6$2 Sq.Ft. 24,0% All elc ns pre to be pplaced in accordance with FOOT Green Areas 23,390 Sq.Ft. 38.3% 5tpndord Index #17302• and the "Manual On Uniform Project Land Use: Vehicle Inspection Trdffic Control Devices For Streets And Highways". Controctpr to have, In place during construction a work Water Provider: City of Sanford Utilities Zone Traffic Contra( Pian per FDOr Stan. Index #600, Sewer Provider: On site Septic 'Tank — Droinfield For additional detgils sea FDOT Standard Index numbers 11980, 11863, and 17355. Solid Waste Service. Provider: City of Sanford Location of depleted slns la approximate only and is All utilities construction shall be undergound. subject to chbnge as directed by the Engineer. 100 Year Flood Plain riot applicable to Project, The contractor, prior to construction, shall field locate all existing utilities within or surrounding the site, for Salic - S,C.$. X20, Myokka & EauGollie Fine Sande poesibl''6 conflict. Previously filled site) All areas within the effected right—of-away disturbed Site has no known arch, or historic resoureee. during cahatruction andll be sodded/test'bred. Existing vdgatotion — grope field in bldg. area Contractor 'shall restore off -'site arbas disturbed by oonstruotion to gr1gi6df-eohdition or bettor. Owner or their successors will be responsible for ' maintepairide- fo ,storm drainage oystom as approved Contrabtdr to Maintain traffic flow durin dgrtgtruG jonl for c6n otructibn. Recommend mininium weekly check f0f 'dobris c gqgging outfall; bi-annual flush of ,pipe Oontr;uctor ma make minor adiwstments In 'allgttp'idnt and maul bFfA and remove clippings os'required. &'•grade to avofd' conflot w/,q>f(eting ••utllljleH, st f±rtures, teeem or to better riridt h existing' .flpfid aQnditiartts, All conatruction shall conform to the City Of Sanford Standards and Speoifications. Cantrackar shall p{t Into I place all, erosion 4 2gdirrijnt aontrol prpcticee shown prior to start df cine rdOtibn. Contractor 1holl regard orld ,aubmit to projodt bng'Inger addurate ,As-Built (46rr1,at1ohr VARIE 10,0'—VARIES,10lb' 4 o' SOD ALL SLOPES SEED & MULCH BOTTOM TOP ELEV. 45,0 CONTROL E14I i TION 44.9 GR BOTTOM EDW. 4305 WET SEASON WATER TABLt E EV, 39,0 R TT. ENTION VQLUME PROVIDED TO ELEVATtQN 44.9 = 14,593 Cu.Ft, DETENTION VOLUME PROVIDED TO ELEVATION 46.0 = 18,7'20 Cu, t. PE rENTION AREA . E1," TION F 1-`r •':'' •',;•, ,; •,. •, :..;. /, '';. ; .•'1 •''1'• ', . 1' • ' l1-^1-'1. 1'r•'•/• '''.;`:';''i' r,a 1111 ; ;• lr,i:'• :,r.'' '? :;, ;,1•,.;, :11 , 1'' 1'•, r 1' `r1- 1''., ,r':,1'.• i,.',, Il', 1.'' • •1, ''' '\^;tier ' •••'• ''1', 11 1 i y:'•:': ' '''1-'1.1-1'' ,'';, l/1: ' 'i ' rl' ''11y'1•' ''' '' ! '`1-'•,'1 TN l]`•M1M' 1 ;•r 1. '•''' yt '!; :dr'. I1'. :' •',11',1', .r': P1;'r ;'' •;, ;:•. • • •; s r'; •;l • i{i l r1, 411;'.11• t5,,4, 1' f,TI r'; ,ti; ,;..',, 1,,;:;,;;; r;',;;•:''' 1; 1'1',,,' ,,;'. •' eNtu{GY A11aN , I;y'11'' 11;•.'15, ;',''•' ' 1;;, ;,, :.;1 ,,, :, 1;1- , f;l ;•'. . ,'l,, 1;1.r r'; ; 11 '„'r,.l.; A 1',; •; ; r;:' i' ' 1'''''''''''' {,; t''• '' '11 't ;; , , ;r,•;11 , . ;p for ;r;;;r,;+','r, •,• TOP ELEV. 46.0 --r - I I WEIR INVERT SKIMMER INV. I I ELEV, 44.9 ELEV. 44.4 J 12” R.C.P. f / J PIPE INVERT a- ELEV. 43.0 FRONT VIEW MODIFIED FOOT TYPE "G') n.t.a. OUTFALL INLET r, r2 M 6' 6" CONSTRUCT PAD OF MINIMUM 3,000 PSI CONCRETE n.t.s. S fH PASPL.ID DETAIL_ CAL CUI39 1--U --r n1s, FLUME" DE -r- A . IL 2005 SPU_S'CI U'h J'b i RIJU IIUNIii111;. ' 1426 E. Aiiport C!•+d,, Sanford, PL 32773 MARK P. NEIMAN;—I.E. FLORIDA RSG. 44077 RQ,1 CTCSI-04--48 CAFE; 1 "30' SHEET AT : AUQ 1.4,404, ORA J I - 1 I ' GENERAL NOTES: EROSION AND SEDIMENT CONTROLS II. CONTROLS: GENERAL NOTES: AN NPDES PERMIT IS REQUIRED ON THIS PROJECT. AS A MINIMUM THE FOLLOWING MEAR5URES MUST BE (a) ALL EROSION CONTROL DEVICES FOR EACH PHASE OF WORK ARE TO ISL l INSTALLED PRIOR TO BEGINNING IMPLEMENTED IN ORDER TO COMPLY WITH PERMIT REQUIREMENT$. THE CONTRACTOR IS RESPONSI,3LE FOR WORK ON THAT PHASE. SEDMIENT BASINS AND TRAPS, PERIMETER DIKES,i SEDIMENT BARRIERS III. MAINTENANCE STRICT' ADHERENCE TO NPDES PERMIT EROSION CONTROL AND REPORTING REQUIREMENTS. AND OTHER MEASURES INTENDED TO TRAP SEDIMENT SHALL BE CONSTRUCTED 4-A FIRST STEP ' IN ANY LAND—DISTURBING ACTIVITY AND SHALL BE MAQE FUNCTIONAL 13EFORE UPSLOP,E LAND 1 THE OWNER //DEVELOPER AND THE CONTRACTOR SHALL BE CONTINUALLY RESPONSIBLE FOR THE CONTRACTOR SHALL BE RESPONSIBLE FOR IDENTIFYING THE CON CTORS AND/OR SUBCONTRACTORS THAT DISTURBANCE. TAKES PLACE. PROPERTIES AND WATERWAYS DOWNSTREAM FROM CONRTRUMON () ALL SEDIMENT LEAVING THE PROPERTY. SEDIMENT CONTROL MEASURES SHALL BE IN WORKING WILL IMPLEMENT EAOH MEASURE OF THE PLAN (SEE NOTE I. (2) BELOW . ALL CONTRACTORS AND SUBCONTRACTORS SITES SHALL BE PROTECTED FROM SEDIMENT DEPOSITION AND EROSION, ALL SEDIMENT CONTROL INDENTIFIED IN THE PLAN MUST SIGN A COPY OF THE CERTIFICATION ST TEMENT, ALL CERTIFICATIONS MUST BE MEASURES ARE TO BE ADJUSTED TO MEET FIELD CONbIT1t)N$ AT THE TIME OF CONSTRUCTION CONDITION AT THE SID OF EACH WORKING DAY; SUBMITTED WITH THE CONTRACTORS PLAN. AND BE CONSTRUCTED PRIOR TO ANY GRAQING, OR DISTURBANCE OF E=XItING SURFACE MATERIAL (2) THE CONTRACTOR SHALL HE R5SPONSIBLE FOR MAINTENANCE AND- REPAIRS OF EROSION AND SEDIMENT THE CONTRACTOR SHALL OBTAIN A COPY OF THE PERMIT (DEP, DOCUMENT 6 —821 300 (4) (a) LATEST EDITION ON BALANCE OF SITE. PERIMQTER . SEDm0-, BARRItRS $H LL QE CP NSTR ICTED TO PREVENT SEDIMENT ONTROL DEVICES, AND R9MOVAL OF EROSIt N AND SEDIMENT CONTROL DEVICES WHEN NOTICE OF AND BECOME FAMILIAR WITH ITS REQUIREMENTS. THE CONTRACTOR IS RESPONSIBLE FOR STRICT COMPLIANCE WITH OR TRASH FROM FLOWNG OR FLOATING ON'TO, gA04ACENT PROPF TIES, i ERMIHATION 15 MAILED. ALL CONTROL MEASURES WILL f3E MAINTAINED DAILY BY THE OONII ACTOR THE PERMIT REQUIREMENTS, ( b) INSTAPERIMETERIL FENCCONTP LS BRE LISTED IN H iSC21 7RAr R,S APPROVED EROSION' CONTROL PLAN FOR A JD MAINTAINED IN 0000 WORKING ORDER. 1F A 'REPAIR IS NERESSARY If WI 1 III[YI TEDTS p H{ 24 HOURS OF NOTICE. THIS PROVISION SHALL APPLY TO INDIVIDUAL 51J Ivtsi L THE CONTt(OTOR SHALL BE RESPONSIBLE FOR ENSURING THAT ALL, CERTIFICATIONS REQUIRED BY THE PERMIT (c) PROVIDE HAY BALES WHERE LISTED IN THE' CCCNTNAGTOR'S APPROVED EROSION CONTROL PLAN FOR DITCH A3 WELL AS TO LARGER LAND p(STURBING ACTIVITIES, ARE SUBMITTED WITH HIS PLAN. BLOCKS DURING CON$TRU4"T10N. ALL. TEMPORARY ERQgION AND SEDIMENT CONTROL MEASURES SHALL BE RFM01(ED WITHIN 30 pAYs d PTjQVIDE, ROCK Hp,GS AT INLET OPENINGS. AFTER FINAL tfTL STABILIZATION AFTER THE TEMPORARY MEASURES ARE NO' LONGER NEEQEb, e3 COVER OR STABILIZE DISTURBED AREAS AS SOON AS POSpIBLE. IN THE OPINION OF THE 8EVIEWER. DISTURBED SOIL AIREAS RkSULTIRP FROM THE 011SPOSITIp,NTHECONTRACTORSHALLIDENTIFYINHISPLANANYSOURCEOFNON—STORMWATER DISCHARGE ASSOCIATED WITH CONSTRUCTION ACTIVITIES THAT WILL BE COMBINED WIT I STORMWATER DISCHARGES. THE CONTRACTOR SMALL. BE ( f) 00 NOT Dla'"TURQ AN AREA UNTIL IT 113 NECESSARY FOR CONSTRUCTION TO PROCEED, OF TEMPORARY MEASURES SHALL ESE PERMANENTLY STABILIZED 70 LNT FURTHER '$RO$II N RESPONSIBLE FOR IMPLEMENTATION OF APPROPRIATE POLLUTION PREVENTION AND TREATMENT MEASURE'S FOR THE (g) TIME CONSTRUCTION ACTIVITIE S TO IJMIT IMPAC' FROM SEAtONAL OWMATE CHANGES OR WEATHER EVENTS. AND SEDIMENTATION, NON--STORMWATER COMPONENTS OF THE DISCHARGE: (h) DO NOT REMOVE PERIMI QTER CQNTR' LS UNTIL AFTER ALJ UI SM AM AREAS ARE FULLY STABILIZED ANI? PERMANENT. -ORM LNG IS 'ESTAT I S 1 D. (3) STRUCTURAL PRACTICES -- BUILT UP SEDIMENT WILL BE REMOVED FROM SILT FI NQE AND STAKED INSTALLATION, MAINTENANCE, REPAIR AND REMOVAL REQUIRED AND PREPARATION L7F ALL THE CONTRACTOR'S ( 1) CONCENTRATED-R J1dFF SHO* FLOW DON CUT Q1R,,F1LL SLOPES L1NL,ESS ONTAINED WITHIN TURBIDITY FARRIERS WHEN IT HAS RWHEIJ ON HALF. OF THE HEIGHT OF THE f NC$. SQDIJING WILL REPORTS OF INSPECTION REQUIRED FOR THE CONTROL AND ABATEMENT OF EROSION AND WATER POLLUTION AN ADEQUATE TFMPOR7ARY OR PLRMAN!^Ni GW NEJEL; FLUME+,O.. SI,UPE pf AIN ,ST UGTURE. BE INSPHWEO FOR F ALjE SPOTS, , WASHOUTS, AN HEALTHY, GROWTH. HAY BALE$ SI fAI L BE REP(ACED j) WHENEVER WRIER SEEPS FROM A SL01'L FACE, ADEQUATE, DRAINAGE OR OTHER PROTECTION LIVERY THREE (3 MONTHS OR WHEN THEY HAVE ,BETTY D THErIR USEFVL.NES SQ AS NOT TO >SLQCK OR SHALL BE INCLU08D IN CONTRACTORS 810 PRICE FOR THE PROJECT. SHALL BE PROVIDED, IMPEDE STORM WATER FLOW OR DRAINAGE. SILT FENCES $HA L BE REPLACED L WRY 'TWELVE ((12) k) SEDIMENT WI{ L BE PREVENTED FROM ENTERING ANY STORM •DRAIN, SYSTEM, PITCH, OR MONTH$ OR WHEN IT HAS SEk7 ED at USEFULNESS 80 A5',NOT TO BLOCK 'OR. IMPEDE •STORM YAT>;R FLOW CHANNEL. ALL STORM, SEWER INPS THAT ARE MADE OPtr ABLE OU81NG CONSTRUCTION SHAD. OR DRAINAGE. STABILIZED CONSTRUCTION ENTRANCE6 SHALL DE MAINTAINED TO PEOENT CLOGGING OF BE PROTECTED SO THAT $EQIMENT LADEN WAIER'CANNO'T FFR T14C QgNVtyANCE SYSTEM ROCK BEDDING WHICH MAY IMPEDE THE USEFVLLNESS OF THE STRUCTURE. WITHOUT FIRST PEING FILTERED OI2 OTHERW18E TRF.ATEU, TO Rtmo E SE -pi ENT. 1) BEFORE TEMPORARY Qk NEWLY 9'ONSTRUQTED SfpRMWAT'ER 00NVEI'AN0R ,0,%NNEl,,5 ARE MADE OPERATIONAL, ADEQUATE OUTLET PROTECTION AND ANY REOUIRE6 TEMPORARY OR PERMANENT CHANNEL LINING SHALL BE INSTALLED IN BOTH THE CONVEYANCE CHANNEL AND RECEIVING CHANNEL. IV. INSPECTION: STORM WATI*R POLLUTIQN PRMNTION PLAN ( 1)-SlAS00ftNi STAgILIZATION• PRACTICES COPIES •OF ALL DOCUMENTS SPECIFIED HEREIN MWSI' -BF , I. srrE DE3hZATION E`ASURIES, SUCH AS SO DING 'OR SEEDING OF DISTURBED GROUND SHALL BE INITIATED KEPT ON—Sit DURING CONSTRUCTION AND MADE AS SOON AS POSSIBLE IN PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITIES HAW AVAILABLE FOR INSPECTIONS BY FDEP UPON REQUEST. 1) NATURE OF CQNSTRUCTION ACTIVITY TEMPORARILY OR PERMANENTLY CEASED, BOF IN NO CASE SHALL THE TIME BE GREATER THAN TO CONSTRUCT A SURFACE WATEN MANAGEMENT SYSTEM FOR A 1.403 ACRES VEHICLE INSPECTION STATION 7 DAYS AFTER THE CONSTRUCTION ACTIVITY TEMPORARILY OR PERMANENTLY CEASES. (1) THE CONTRACTOR SHALL INSTALL AND MAINTAIN RAIN GAUGES ON THE PROJECT SITE AND RECORD PERMANENT. OR TEMPORARY SOIL STABIL14ATTON SHALL OE APPLIED TO DENUDED AREAS WEEKLY RAINFALL IN ACCORDANCE, WITH NPOES PERMIT REQUIREMENTS ALL CONTROL MEASURES WILL WITHIN 7 DAYS AFTER FINAL GRADE IS REACHED ON ANY PORTION OF THE SITE. Bf= MAINTAINED DAILY BY TETE CONTRACTOR 2) SEOLIENCE OF MAJOR SOIL DISTURBING ACTIVITIES: DENUDED AREAST'HE CONTRACTOR SHALL BE REQUIRED TO PREPARE A SITE SPECIFIC EROSION CONTROL PLIiN ALONG WITH A TEMPORARY SOIL STABILIZATION SHALL BE APPLIED WITHIN 7 DAYS TO DETAILED CONSTRUCTION, SCHHDUI:E -TO INDICATE DATES OF MAJOR GRADING ACTIVITIES AND DETERMINE THAT MAY NOT BE AT FINAL GRADE BUT WILL REMAIN UNQISTRULHED FOR LONGER THAN 30 (2) ALL RACEROSION' AND WATER POLLUTION ABATEMENT C AND CONTROL. MEASURES WILL T NS INSPECTED DAILY 8Y SEQUENCES OF- TEMPORARY 1Nd {PERMANENT, SOIL, DISTURBING ACTIVITIES ON ALL PORTfOHS OF THE PROJECT. DAYS, PERMANENT STABILIZATION SHALL WE APPLIED TO Af EAB THAT ARE '0 BE LEFT- CONTRACTOR'S PERSONNEL WHO ARE F.D,E.P. CERTIFIED STORMWATER MANAGEMENT INSPECTORS THE CONTRACTOR WILL BE R%UIRE,D TO MODIFY THE PLAN OR MATERIALS TQ ADAPT TO SEASONAL UNDISTURBED FOR MORE THAN ONE YEAR. A PERMANENT' V(GRATIVE COVER 'SHALL (3) THE CONTRAC"TUR SHALL COMPLETE ALL 5WPPP INSPECTION REPORT FORMS REQUIRED FOR THE NPDES PERMIT. VARIATIONS, CONSTRUCTION,ACTMRTYVARIATJONS, OR DIRECTED BY THE OWNER/DEVELOPER. APPLICABLE BE ESTABLISHED ON DENUDED AREAS NOT OTHERWISE PERMANENTLY STABILIZED. PERMANENT THE CONTRCTOR SHALL APPOINT AN INSPECTOR TO REVIEW THE PROJECTS TEMPORARY AND PERMANENT EROSION CONTROL DEVICES AND' IMPLEMENTATION PROCEDURES ARE SUPPLIED IN THE FOOT STANDARD VEGETATION SHALL NOT BE CONSIDERFD EsTAOLISHEp UNTIL A GROUND COVER IS ACHIEVED THAT, INDEXIES 100, THROUGH 106. THE OWNER OEVELDPER IS RFSPONSIHL.E FOR ot:TERMINING IF ANY MODIFICATIONS OR IN THE OPINION OF THE REVIEWER, IS UNIFORM, MATURE ENOUGH TO SURVIVE AND WILL INHIBIT EROSION. DTPOSZATION MEASURES EVERY 7 CALENDAR PAYS AND CONTRACTOR THIN 24 HOURS OF THE END OF A STORM THAT ADDITIONAL CONTROLS ARE REQUIRED AND TO OBTAIN DEPLOYMENT SCHEDULES FOR THE IMPLEMENTATION IN P INSPECTION O.F IDINGS, I F RAIN OR GREATER, THE CONTRACTOR SHALL DOCUMENT, ON N APPROPRIATE FORM, ALL OF ALL ADDITIONAL EROSION CONTROL DEVICES FROM THE CONTRACTOR. 1N5PECTION FINDINGS. IF CORRECTIVE ACTION IS NECESSARY, IT SHALL BE RECORD D ON THE INSPECTION REPORT, IT WILL BE THE CONTRACTORS RESPONSIBLITY TO MAKE THE CORRECTIONS IN A TIMELY MANNER BUT IN NO CASE 3) PROJECT AREAS (2) STRUCTURAL PRACTICES INCLUDE: LATER THAN 7 CALENDAR DAYS FOLLOWING THE INSPECTION, THE ESTIMATED TOTAL PROJECT AREA IS 1,403 ACRES. THE ESTIMATED AREA DISTURBED BY CONSTRUCTION ' b' SILT FENCES ACTIVITIES IS .845 ACRES, HAY BALE$ ( 4) TRACKING AND REPORTING: 4) RUN—OFF COEFFICIENTS -BEFORE CNw(8), DURING CNw(D) AND AFTER CNW(A) CONSTRUCTION: c SOIL TRACKING PREVENTION DEVICES AT CONSTRUCTION ENTRANCE$/EXITS RUN—OFF COEF'F'ICIENT FOR: ( a) THE CONTRACTOR SHALL USE THE CONSTRUCTION INSPECTION REPORT (FOOT FORM # 650-040-03, DATED 2/01) G SED AREAS: CN 65 FOR DAILY INSPECTIONS, DISTURBED, PAVED AREAS, CN -90 (3) SILT. FENCE LOCATIONS: (b) THE CONTRACTOR SHALL ' $UBMIT A WEEKLY REPORT TO THE OWNER/DEVELOP,ER DOCUMENTING THE DAILY IISTURBED,AREAS, EXPOSED SOIL, ETC., DURING CONSTRUCTION. CN=86 (c) ILT FENCE SHALL BE US D ALONG THE. LENGTH OF THE PRO4I CST, WHERE THE EXISTING INSPECTIONS AND MAINTENANCE OR REPAIRS TO THE SEDIMENT CONTROL OEV{ ES. THF CONTRACTOR GROUND SLOPS AWAY FR M THE PROD RTY L'iNE of , WHE E THirRE I$ pOTE[JTIAL FOR SHALL MAINTAIN ALL- REQUIO*tD REPORTS AND GOMPLE`TE ALL SWPPP INSPECTI N FORMS, WEIGHTFO' RUN --OFF COEFFICIENT`: SEDIMENT TO BE DIRECTED OFFSITE. O tSn SILT FENCES SHOULD ONLY BE USED IF: BEFORE: CNw(8) = 65 OUAING: CNw(D) — 86 AFTER: CNw(A) = 88 (1) WETLANDS OR WATERS OF THE U,S, ARE INVOLVED - THE RUN --OFF COEFFICIENT DURING CONSTRUCTION, CNW(D), IS CALCULATED ASSUMING THAI THE MAXIMUM ( 2) IF UNDISTURBED VEGETATION OUTSIDE LIMITS OF CONSTRUCTION ARE NOT ADEQUATE ALLOWABLE AREA OF SOIL IS Dl$fURBED DURING CONSTRUCTION, AND THE REMAINING AMOUNT IS THE TQ FILTER RUN—OFF. EXISTING IMPERVIOUS AND GRASSED AREAS, ( b) STOCKPILE AREAS SHALL INCLUDE SILT FENCE AROUND THE PERIMETER. r 5) OESQRIPTION OF SOIL OIC QUALITY OF DISCHARGE (4) HAY BALE LOCATIONS: ONE SOIL TYPE EXIST WITHIN THE PROJECT. 920, MYAKKA AND Eu,GALUE FINE SAND GENERALLY, HAY BALES SHALL BE INSTALLED AT PROPOSED DITCH $INLET LOCATIONS THE SOILS IN THIS MAP UNIT ARE NEARLY LEVEL AND POORLY D(AINED. THESE SOILS ARE C'N BROAD PLAINS ON THE AND, AS PITCH BLOCKS TO AVOID ROWNSTREAM SILTATION. DITCH BL.OdK SHOULD BE LOCATEDFLA"OODSr, THE SLOPES ARL:, DOMINANTLY LESS THEN 2 PERCENT, IN 95 PERCENT OF THk. AREA OF THIS MAP UNIT, APPROXIMATELY EVERY 300 FEET'. MYAKKA. ANP EUUGALL(E FINE SANDS AND SOILS THAT ARE SIMILAR MAKE UP 78 TO 99 PE:RCEW OF THE MAPPED AREAS. GENERALLY, THE MAPPED AREAS CONSIST OF ABOUT 58 PERCENT MYAKKA SOIL ANP 32 PERCENT EauGALLIE SOIL. TYPICALLY, MYAK,KA SOIL HAS A SURFACE LAYER OF BLACK FINE SAND AIIOUT 5 INCHES THICK. THE SUBSURFACE LAYER, TO (5) ROCK RAG LOCATIONS: A DEPTH OF ABOUT 28 INCHES, IS LIGHT GRAY FINE SAND, THE'UPPER FART OF THE SUBSOIL, TO A DEPTH OF 30 INCHES, GENERALLY, BOCK BAGS SHALL HE INSTALLED FOR THE PURPOSE OF OONTROLLING SILTATION AT FLOWING WATER CONDITIONS IS BLACK FINE SAND' .THE LOWJER PART, TO A DEPTH OF ABOUT 45 INCHES, IS DARK BkOWN . FINE SAND. THE SUBSTRATUM CURB AND GUTTER INLETS WHERE ONE CAN NOT Dkl'4E A STAkE. TO A DEPTH OF ABOUT 80,INCHES IS BROWN FINE SAND. (1) WATER QUALITY MONITORING SHALL BE CONDUCTED BY THE OWNER/DEVELOPER OR CONTRACTOR UPON THE TYPICALLY!, EauGALUE SOIL HAS A SURFACE LAYER OF DARK GRAY FINE SAND ABOUT 6 INCHES THICK, THE SUBSURFACE (6) TUR910ITY BARRIER LOCATION: OBSERVATION THAT THE WATER QUAUTY STANDARDS MAY BE "LATED BY THE CQNSTRUCtION ACTIVITIES, LAYER, TOA DEPTH OF 18 INCHES, IS LIGHT GRAY FINE SAND, THE UPPER PART OF THL SUBSOIL, TO A DEPTH OF A13OUT MONITORING LOCATIONS SHALL ME DESlGNATED BY THE OWNER/DEVELOPER OR C NTRACTQR. 37 INCHES, IS BLACK AND DARK BROWN RNE 'SAND. THE NEXT LAYER, TO A DEPTH OF ABOUT 41 INCHES, IS LIGHT (a) STAKED TURBIDITY, BARRIER IS TO BE USED AT OUTFALLS,ANO AREAS WHERE PERMANENT THE OWNER DEVELOPER ,QR C NTRACt BROWNISH GRAY FIN11 SAND. THE LOWER PART, TO A DEPTH OF ABOUT 60 INCHES, I5 VERY PALE BROWN SANDY CLAY WATER BODIES ARE LESS THAN 3FT DEEP. / q R WILL BE RESPONSIBLE FOR MONITORING ANY ACfiI ACK FOR LOAM. THE SUBSTRATUM TO A DEPTH OF 80 INCHES 15 LIGHT BROWNISH GRAY LOAMY SAND THAI HAS POCKETS OF FINE (b) ALL EROSION CONTROL DEVICES ,`aHALL Bir INSTALLED ACCORDING TO THE MANUFACTURERS VIOLATION OF WATERAT QLQUA I STANDARDS B Aa THEY FLAT MINI TURBIDITY CE DAILY. ABOI(E RING ILL 13 . MONITORING OF WATER DUALITY $HALL BE CONDUCT O q MINIMUM QE TWICE DAILY, MONITORING WILL BE SAND AND SANDY LOAM, INSTRUCTIONS FDOT INOEX S OR STANDARD _PRACTICES WHICH EVER APPLIES AND ACCOMPLISHED RY' RECORDING TUNP1011Y READINGS FROM THE CENTER OT'•' THE STREAM, 'ONE (1) UPSTR M PROVIDES TWIk GREATEST• DEGREE OF CONTROL, OF THE ACTIVITY 'AND ONE (1) DOWNSTREAM OF THE t14051QN CONTROL DEVICES, BUT' WITHIN THE Pk6j CT ESTIMATED D E NAGE ARIA AND AVERAGE SLOPE OF DRAINAGE AREA FOR EACH OUTFALL: (c) ANY TEMPOP*Y MATERIAL USED FOR POLLUTION OR ,EROSION CONTROL DURING CONSTRUCTION LIMITS, IF WATER QUALITY STANDARDS ARE VIOLATED, CONS`fI`IUCTION SHOULD BE STOPPED ,iMMEQlATEj,Y a DI#iAINAOE AREA: 1.403 ACRES SHALL BE REMOVED AT THE COMPLETION OF THE PROJECT AND FINAL STABILIZATION OF AND EROSION CONTROL DEVICES RE—EVALUATED BY THE' OWNtR 4EV-LOPER OR CONTRACTOR PRIOW 7O b) AVERAGE SLOPE: 1X SOILS HAS BEEN ACHIEVED, ANY CONTINUATION OF ACTIVITY. MONITORING ACTIVITIES AND TUf QIDITY READINGS SHAL4 BE RECOROEQ ON THE CONSTRUCTION ..INSPECTION REPORT AND CONTINUED UNTIL TURBIDITY READINGS FAIL- BELOW AN 7) RECEIVING WATERS: ACCEPTABLE LEVEL (29NTU'S ABOVE BACKGROUND), WATER QUALITY MONITORING MAY BE CONDUCTED THE ONSITE RUNOFF IS CONVEYED THROUGH THE PROPOSED STORM DRAIN SYSTEMS TO A DRAINAGE DITCH, (7) OTHER CONTROLS: DURING ANY PHASE OF CONSTRUCTION AS DIRECTED BY THE OWNER/OEVELQPER OR CONTRACTOR. THE CONTRACTOR SHALL TAKE ALL REA$ONABLE MEASURES TO PREVENT UNAUTHORIZED () 1 WASTE DISPOSAL I MATERIALS FROM ENT) kING THE WATENWAY. (2) WHEN WORK IN A LIVE WATERCOURSE IS PERFORMED,, PRECAUTrONS SHALL BE TAKEN TOa) THE CONTRACTOR WILL PROVIDE LITTER CONTROL AND COLLECTION WITHIN THE PROJECT MINIMIZE ENCROACHMENT, CONTROL SEDIMENT TRANSPORT AND STApILJZE THE WORK AREA TO 8) DFc'3CRIPTION OF STORMWATER • MANAGEMENT: (EXISTING/PROPOSED) BOUNDARIES DURING CONSTRUCTION ACTIVITIES. THE GREATEST EXTENT PO$SIHLE DURING CONSTRUCTION. NONLROOIbLE MATERIAL SHALL BE a) PRESENTLY, EXISTING ORAINAO7 FLOWS ARE OVER LAND TO AN EXISTING SWALE ALONG AN ADJACENT (b) ALL FERTILIZER AND CHEMICAL CONTAINERS SHALL BE DISPOSED OF BY THE CONTRACTOR USED FOR THE CONSTRUCTION OF QAUSEWAYS AND COFFERDAMS, EARTHERN FILL MAY BE USED ROADWAY, THE EXISTING DRAINAGE PATTERNS FOR THE OFF—SITE FLOW WILL NOT BE MODIFIED ACCORDING TO EPA'S STANDARD PRACTICES AS OETAIL.ED BY THE MANUFACTURER. FOR THESE STRUCTURES IF ARMORED B`( NUNERODI[7LE COVER MATERIALS. OR AFFECTED. (a) NO SOLID MATERIALS, INCLUDING BUILDING AND CONSTRUCTION MATERIALS, SHALL BE _ . b) OFF --SITE RUN—OFF SHOULD BE DIVERTED AWAY OR THROUGH THE CONSTRUCTION AREA, IF POSSIBLE, D14CHARGED TO WETLANDS OR BURIED ON $TTI , (3) THE BED AND BANKS OF A WATERCOURSE SHALL 8E STABILIZED IMMEDIATELY AFTER WORK THIS ADDITIONAL FLOW, jr NOT QIVERTEO, CAN ADD VOLUME AND SIZE TO STRUCTURAL PRACTICES (d) ALL SANITARY WASTE WILL BE COLLECTED FRQM PORTABLE UNITS BY A LICENSED SANITARY IN THE WATERCOURSE IS COMPLETED. REQUIRING MORE FREQUENT MAINTENANCE AND LIMITING EFFECTIVENESS OF EROSION ANO SEDIMENT WASTE MANAGEMENT CONTRACTOR AS REQUIRED BY STATE REGULATIONS. CONTROLS. (2) OFF SITE VEHICLE TRACKING — WILL BE CONTROLLED BY THE FOLLOWING METHODS: c) THE CONTRACTOR WILL. PROVIDE POLLUTION CONTROL, AND IMPLEMENT DUST CONTROL DURING ALL PHASES OF CONSTRUCTION AS NOTED IN THE CONTRACTOR'S PLAN. (a) LOADED HAUL TRUCKS ARE TO 8E COVERED BY A TARPAULIN AT ALL TIMESr d) THE STORMWATER SHALL BE CONVEYED TO THE STORMWATER MANAGEMENT FACILITY AS NOTED IN I.(lil.'V r'2V B THE CONTRACTOR'S PLAN. (b) EXCESS DIRT ON ROAD WILL 8E REMOVED DAILY e) THE CONTRACTOR SHALL TAKE' ALL RFASONAB(E PRECAUTIONS TO PREVENT UNAUTHORIZED MATERIALS JANFROMENTERINGTHESTORMDRAINSdoOUTFALLWATERWAYS. 1426 E, Airport Eii d., Sanford, FL 32773 c) CONSTRUCTION ENTRANCES/EXITS SOIL TRACKING PREVENTION QE;VIGES (INDEX 1 Q6- $IK'I_ BE •PROYIPEO FOR BOTH ON—SITE AND OFF-SITE LOCATIONS OF SCOCXPILED OR EXCAVATED MATERIAL IF IMMEDIATELY ADJACENT TO A PUBLIC ROADWAY. THE OWNEZR/DEVEk;OP? R OR 0NTRAI TQR 5f4ALL BE RESPONSIBLE FOR MODIFYING THC SYSTEM OR PROCEDURES AS NKEPEQ. WHERE CONSTRUCTION VEHICLE ACCtSS ROLJTI S INTERSECT PAVED PUBLIC ROADS, PROVISIONS SHALL BE MADE TO MINIMIZE THE TRANSPORT OF SEDIMENT 13Y TkACKING ONTO LIQ THE PAVED SURFACE: WHERE SEDIMENT IS TRANSPORTED ONTO A PUBLIC ROAD SURFACE WITH SITES GREATER THAN 10 ACRES. CURBS AND CUTTERS, THE ROAD ,SJ ALL BE CLEANED TI OROUGHLY AT THE ENO Or EACH DAY, 5 1RFACE RUNOFF FROM DISTURBED AREAS THAT IS COMA ISED OF FLOW FROM DRAINAGESEDIMENTSHALLBERI7MOVEDFROM711EROADS0SHOVELING, OR 6WEEPING AND TRANS T, PORTED 70 A SEDIMENT CO,iCRQL DISPOSAL -AREA. STREET WASHING SHALL BE ALLOWED ONLY 57AREASGREATERTHANOREQUALTOTENACRESSFIALLCONTROLLEDBYASEf)IMENT AFTER SEDIMENT IS REMOVED IN THIS MMNER. BASIN. THE SEDIM1 NT BASIN SHALL, BE DESIGNED AND CONSTRUCTEO TO ACCO.MOL)ATE THE ANTICIPATED SEDIMENT LOADING FROM THE LAND DISTL, RbIING AQTIVITY, THE. OUTFALL 1311=E OR 3) APPLICATION OF FERTILIZERS AND PESTICIDES SYSTEM DESIGN SHALL TAKE INTO ACCOUNT THE TOTAL DRAINAGE AREA FLOWfNG THRQU(;H THE IF USW' ON PROJECT MUST GQMPLY WITH, THE NPDI S' PERMIT ANP, LOCAL REGUTATIONS DISTURBED AREA TO BE SERVED BY THE BASIN. PROVIDE 3600 CUBIC FEST OF STORAGE; PER FE=RT LIZE RS AND PESTICIDES $HALL OE USED AND APPLIED IN AC015I)ANCE WITH MANUFACTURERS RECOMMENDATIONS AND INSTRUCTIONS. ACRE OF DISTRUHED AREA. 11 b W TRI M: AV NU D LANA i OR -0A4) NON---STQRMWATER (INCLUDING SPILL REPORTING) r „ THE OONTRACTOR WILL ,PROVIDE THE OWN., Df E OPER WITH AN ERQ$10N CONTROL PJffi THAT INCLUDES ) 0SPILLCONTAINMENT, REPORTING, AND RESP NSES, THE PLAN SHALL SPECIFY WHAT MANAGEMENT PFipNss % b--1 n PRACTICE$ AND CONTAINMENT METHOD$ WILL HE USED TO, PREVENT POTENTIAL POLLUTANTS ((tUEL, EMAIL. cate1`lt;l l@f'lifl'13 1 Qtl h+Y1@' A i I" IT LUBRICANTS, HERBICIDES, ETC) FROM $PILLING ONTO TiiE SAIL OR INTO THE SURFACE —WATERS. IF A SPILL DOES OCCUR, OR IF CONTMINATED SOIL OR GROUNDWATER IS ENCOUNTERED, CONTACT THE FDEP CONTAMINATION COORDINATOR FQR THE REGION. S TORMWYAtER POL.LOON PR' M'' PLAN 5) STATE AND LOCAL REGULATIONS: PERMITS WILL BE REQUIRED FROM THE FOLLOWING AGENCIES: EPA (NPDES), SJRWMD, (STORMWATER) DOH (SEPTIC) KOR I _ ORLANDO SANFORD AtJ` O INSPECTION. Com, . THIS I?RAWINC, is.;IV 1'''A f JL If -HAS Tkl'> N INNER' 0 A T_F . V l 5 E D Y ORIGINAL DATED'SIC tl MB J. ED WITH HIS SEAL MARK '. NEit AN; PROM$SIO ®ANGIN ER PRQ,f CT JC51-04- 04,6 SCALE: NTS SHS iFLORIDA Q1'STRATIQN N MER DATE. 06" 26-•-04 DF AWN: f A a J I - 1 I ' GENERAL NOTES: EROSION AND SEDIMENT CONTROLS II. CONTROLS: GENERAL NOTES: AN NPDES PERMIT IS REQUIRED ON THIS PROJECT. AS A MINIMUM THE FOLLOWING MEAR5URES MUST BE (a) ALL EROSION CONTROL DEVICES FOR EACH PHASE OF WORK ARE TO ISL l INSTALLED PRIOR TO BEGINNING IMPLEMENTED IN ORDER TO COMPLY WITH PERMIT REQUIREMENT$. THE CONTRACTOR IS RESPONSI,3LE FOR WORK ON THAT PHASE. SEDMIENT BASINS AND TRAPS, PERIMETER DIKES,i SEDIMENT BARRIERS III. MAINTENANCE STRICT' ADHERENCE TO NPDES PERMIT EROSION CONTROL AND REPORTING REQUIREMENTS. AND OTHER MEASURES INTENDED TO TRAP SEDIMENT SHALL BE CONSTRUCTED 4-A FIRST STEP ' IN ANY LAND—DISTURBING ACTIVITY AND SHALL BE MAQE FUNCTIONAL 13EFORE UPSLOP,E LAND 1 THE OWNER //DEVELOPER AND THE CONTRACTOR SHALL BE CONTINUALLY RESPONSIBLE FOR THE CONTRACTOR SHALL BE RESPONSIBLE FOR IDENTIFYING THE CON CTORS AND/OR SUBCONTRACTORS THAT DISTURBANCE. TAKES PLACE. PROPERTIES AND WATERWAYS DOWNSTREAM FROM CONRTRUMON () ALL SEDIMENT LEAVING THE PROPERTY. SEDIMENT CONTROL MEASURES SHALL BE IN WORKING WILL IMPLEMENT EAOH MEASURE OF THE PLAN (SEE NOTE I. (2) BELOW . ALL CONTRACTORS AND SUBCONTRACTORS SITES SHALL BE PROTECTED FROM SEDIMENT DEPOSITION AND EROSION, ALL SEDIMENT CONTROL INDENTIFIED IN THE PLAN MUST SIGN A COPY OF THE CERTIFICATION ST TEMENT, ALL CERTIFICATIONS MUST BE MEASURES ARE TO BE ADJUSTED TO MEET FIELD CONbIT1t)N$ AT THE TIME OF CONSTRUCTION CONDITION AT THE SID OF EACH WORKING DAY; SUBMITTED WITH THE CONTRACTORS PLAN. AND BE CONSTRUCTED PRIOR TO ANY GRAQING, OR DISTURBANCE OF E=XItING SURFACE MATERIAL (2) THE CONTRACTOR SHALL HE R5SPONSIBLE FOR MAINTENANCE AND- REPAIRS OF EROSION AND SEDIMENT THE CONTRACTOR SHALL OBTAIN A COPY OF THE PERMIT (DEP, DOCUMENT 6 —821 300 (4) (a) LATEST EDITION ON BALANCE OF SITE. PERIMQTER . SEDm0-, BARRItRS $H LL QE CP NSTR ICTED TO PREVENT SEDIMENT ONTROL DEVICES, AND R9MOVAL OF EROSIt N AND SEDIMENT CONTROL DEVICES WHEN NOTICE OF AND BECOME FAMILIAR WITH ITS REQUIREMENTS. THE CONTRACTOR IS RESPONSIBLE FOR STRICT COMPLIANCE WITH OR TRASH FROM FLOWNG OR FLOATING ON'TO, gA04ACENT PROPF TIES, i ERMIHATION 15 MAILED. ALL CONTROL MEASURES WILL f3E MAINTAINED DAILY BY THE OONII ACTOR THE PERMIT REQUIREMENTS, ( b) INSTAPERIMETERIL FENCCONTP LS BRE LISTED IN H iSC21 7RAr R,S APPROVED EROSION' CONTROL PLAN FOR A JD MAINTAINED IN 0000 WORKING ORDER. 1F A 'REPAIR IS NERESSARY If WI 1 III[YI TEDTS p H{ 24 HOURS OF NOTICE. THIS PROVISION SHALL APPLY TO INDIVIDUAL 51J Ivtsi L THE CONTt(OTOR SHALL BE RESPONSIBLE FOR ENSURING THAT ALL, CERTIFICATIONS REQUIRED BY THE PERMIT (c) PROVIDE HAY BALES WHERE LISTED IN THE' CCCNTNAGTOR'S APPROVED EROSION CONTROL PLAN FOR DITCH A3 WELL AS TO LARGER LAND p(STURBING ACTIVITIES, ARE SUBMITTED WITH HIS PLAN. BLOCKS DURING CON$TRU4"T10N. ALL. TEMPORARY ERQgION AND SEDIMENT CONTROL MEASURES SHALL BE RFM01(ED WITHIN 30 pAYs d PTjQVIDE, ROCK Hp,GS AT INLET OPENINGS. AFTER FINAL tfTL STABILIZATION AFTER THE TEMPORARY MEASURES ARE NO' LONGER NEEQEb, e3 COVER OR STABILIZE DISTURBED AREAS AS SOON AS POSpIBLE. IN THE OPINION OF THE 8EVIEWER. DISTURBED SOIL AIREAS RkSULTIRP FROM THE 011SPOSITIp,NTHECONTRACTORSHALLIDENTIFYINHISPLANANYSOURCEOFNON—STORMWATER DISCHARGE ASSOCIATED WITH CONSTRUCTION ACTIVITIES THAT WILL BE COMBINED WIT I STORMWATER DISCHARGES. THE CONTRACTOR SMALL. BE ( f) 00 NOT Dla'"TURQ AN AREA UNTIL IT 113 NECESSARY FOR CONSTRUCTION TO PROCEED, OF TEMPORARY MEASURES SHALL ESE PERMANENTLY STABILIZED 70 LNT FURTHER '$RO$II N RESPONSIBLE FOR IMPLEMENTATION OF APPROPRIATE POLLUTION PREVENTION AND TREATMENT MEASURE'S FOR THE (g) TIME CONSTRUCTION ACTIVITIE S TO IJMIT IMPAC' FROM SEAtONAL OWMATE CHANGES OR WEATHER EVENTS. AND SEDIMENTATION, NON--STORMWATER COMPONENTS OF THE DISCHARGE: (h) DO NOT REMOVE PERIMI QTER CQNTR' LS UNTIL AFTER ALJ UI SM AM AREAS ARE FULLY STABILIZED ANI? PERMANENT. -ORM LNG IS 'ESTAT I S 1 D. (3) STRUCTURAL PRACTICES -- BUILT UP SEDIMENT WILL BE REMOVED FROM SILT FI NQE AND STAKED INSTALLATION, MAINTENANCE, REPAIR AND REMOVAL REQUIRED AND PREPARATION L7F ALL THE CONTRACTOR'S ( 1) CONCENTRATED-R J1dFF SHO* FLOW DON CUT Q1R,,F1LL SLOPES L1NL,ESS ONTAINED WITHIN TURBIDITY FARRIERS WHEN IT HAS RWHEIJ ON HALF. OF THE HEIGHT OF THE f NC$. SQDIJING WILL REPORTS OF INSPECTION REQUIRED FOR THE CONTROL AND ABATEMENT OF EROSION AND WATER POLLUTION AN ADEQUATE TFMPOR7ARY OR PLRMAN!^Ni GW NEJEL; FLUME+,O.. SI,UPE pf AIN ,ST UGTURE. BE INSPHWEO FOR F ALjE SPOTS, , WASHOUTS, AN HEALTHY, GROWTH. HAY BALE$ SI fAI L BE REP(ACED j) WHENEVER WRIER SEEPS FROM A SL01'L FACE, ADEQUATE, DRAINAGE OR OTHER PROTECTION LIVERY THREE (3 MONTHS OR WHEN THEY HAVE ,BETTY D THErIR USEFVL.NES SQ AS NOT TO >SLQCK OR SHALL BE INCLU08D IN CONTRACTORS 810 PRICE FOR THE PROJECT. SHALL BE PROVIDED, IMPEDE STORM WATER FLOW OR DRAINAGE. SILT FENCES $HA L BE REPLACED L WRY 'TWELVE ((12) k) SEDIMENT WI{ L BE PREVENTED FROM ENTERING ANY STORM •DRAIN, SYSTEM, PITCH, OR MONTH$ OR WHEN IT HAS SEk7 ED at USEFULNESS 80 A5',NOT TO BLOCK 'OR. IMPEDE •STORM YAT>;R FLOW CHANNEL. ALL STORM, SEWER INPS THAT ARE MADE OPtr ABLE OU81NG CONSTRUCTION SHAD. OR DRAINAGE. STABILIZED CONSTRUCTION ENTRANCE6 SHALL DE MAINTAINED TO PEOENT CLOGGING OF BE PROTECTED SO THAT $EQIMENT LADEN WAIER'CANNO'T FFR T14C QgNVtyANCE SYSTEM ROCK BEDDING WHICH MAY IMPEDE THE USEFVLLNESS OF THE STRUCTURE. WITHOUT FIRST PEING FILTERED OI2 OTHERW18E TRF.ATEU, TO Rtmo E SE -pi ENT. 1) BEFORE TEMPORARY Qk NEWLY 9'ONSTRUQTED SfpRMWAT'ER 00NVEI'AN0R ,0,%NNEl,,5 ARE MADE OPERATIONAL, ADEQUATE OUTLET PROTECTION AND ANY REOUIRE6 TEMPORARY OR PERMANENT CHANNEL LINING SHALL BE INSTALLED IN BOTH THE CONVEYANCE CHANNEL AND RECEIVING CHANNEL. IV. INSPECTION: STORM WATI*R POLLUTIQN PRMNTION PLAN ( 1)-SlAS00ftNi STAgILIZATION• PRACTICES COPIES •OF ALL DOCUMENTS SPECIFIED HEREIN MWSI' -BF , I. srrE DE3hZATION E`ASURIES, SUCH AS SO DING 'OR SEEDING OF DISTURBED GROUND SHALL BE INITIATED KEPT ON—Sit DURING CONSTRUCTION AND MADE AS SOON AS POSSIBLE IN PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITIES HAW AVAILABLE FOR INSPECTIONS BY FDEP UPON REQUEST. 1) NATURE OF CQNSTRUCTION ACTIVITY TEMPORARILY OR PERMANENTLY CEASED, BOF IN NO CASE SHALL THE TIME BE GREATER THAN TO CONSTRUCT A SURFACE WATEN MANAGEMENT SYSTEM FOR A 1.403 ACRES VEHICLE INSPECTION STATION 7 DAYS AFTER THE CONSTRUCTION ACTIVITY TEMPORARILY OR PERMANENTLY CEASES. (1) THE CONTRACTOR SHALL INSTALL AND MAINTAIN RAIN GAUGES ON THE PROJECT SITE AND RECORD PERMANENT. OR TEMPORARY SOIL STABIL14ATTON SHALL OE APPLIED TO DENUDED AREAS WEEKLY RAINFALL IN ACCORDANCE, WITH NPOES PERMIT REQUIREMENTS ALL CONTROL MEASURES WILL WITHIN 7 DAYS AFTER FINAL GRADE IS REACHED ON ANY PORTION OF THE SITE. Bf= MAINTAINED DAILY BY TETE CONTRACTOR 2) SEOLIENCE OF MAJOR SOIL DISTURBING ACTIVITIES: DENUDED AREAST'HE CONTRACTOR SHALL BE REQUIRED TO PREPARE A SITE SPECIFIC EROSION CONTROL PLIiN ALONG WITH A TEMPORARY SOIL STABILIZATION SHALL BE APPLIED WITHIN 7 DAYS TO DETAILED CONSTRUCTION, SCHHDUI:E -TO INDICATE DATES OF MAJOR GRADING ACTIVITIES AND DETERMINE THAT MAY NOT BE AT FINAL GRADE BUT WILL REMAIN UNQISTRULHED FOR LONGER THAN 30 (2) ALL RACEROSION' AND WATER POLLUTION ABATEMENT C AND CONTROL. MEASURES WILL T NS INSPECTED DAILY 8Y SEQUENCES OF- TEMPORARY 1Nd {PERMANENT, SOIL, DISTURBING ACTIVITIES ON ALL PORTfOHS OF THE PROJECT. DAYS, PERMANENT STABILIZATION SHALL WE APPLIED TO Af EAB THAT ARE '0 BE LEFT- CONTRACTOR'S PERSONNEL WHO ARE F.D,E.P. CERTIFIED STORMWATER MANAGEMENT INSPECTORS THE CONTRACTOR WILL BE R%UIRE,D TO MODIFY THE PLAN OR MATERIALS TQ ADAPT TO SEASONAL UNDISTURBED FOR MORE THAN ONE YEAR. A PERMANENT' V(GRATIVE COVER 'SHALL (3) THE CONTRAC"TUR SHALL COMPLETE ALL 5WPPP INSPECTION REPORT FORMS REQUIRED FOR THE NPDES PERMIT. VARIATIONS, CONSTRUCTION,ACTMRTYVARIATJONS, OR DIRECTED BY THE OWNER/DEVELOPER. APPLICABLE BE ESTABLISHED ON DENUDED AREAS NOT OTHERWISE PERMANENTLY STABILIZED. PERMANENT THE CONTRCTOR SHALL APPOINT AN INSPECTOR TO REVIEW THE PROJECTS TEMPORARY AND PERMANENT EROSION CONTROL DEVICES AND' IMPLEMENTATION PROCEDURES ARE SUPPLIED IN THE FOOT STANDARD VEGETATION SHALL NOT BE CONSIDERFD EsTAOLISHEp UNTIL A GROUND COVER IS ACHIEVED THAT, INDEXIES 100, THROUGH 106. THE OWNER OEVELDPER IS RFSPONSIHL.E FOR ot:TERMINING IF ANY MODIFICATIONS OR IN THE OPINION OF THE REVIEWER, IS UNIFORM, MATURE ENOUGH TO SURVIVE AND WILL INHIBIT EROSION. DTPOSZATION MEASURES EVERY 7 CALENDAR PAYS AND CONTRACTOR THIN 24 HOURS OF THE END OF A STORM THAT ADDITIONAL CONTROLS ARE REQUIRED AND TO OBTAIN DEPLOYMENT SCHEDULES FOR THE IMPLEMENTATION IN P INSPECTION O.F IDINGS, I F RAIN OR GREATER, THE CONTRACTOR SHALL DOCUMENT, ON N APPROPRIATE FORM, ALL OF ALL ADDITIONAL EROSION CONTROL DEVICES FROM THE CONTRACTOR. 1N5PECTION FINDINGS. IF CORRECTIVE ACTION IS NECESSARY, IT SHALL BE RECORD D ON THE INSPECTION REPORT, IT WILL BE THE CONTRACTORS RESPONSIBLITY TO MAKE THE CORRECTIONS IN A TIMELY MANNER BUT IN NO CASE 3) PROJECT AREAS (2) STRUCTURAL PRACTICES INCLUDE: LATER THAN 7 CALENDAR DAYS FOLLOWING THE INSPECTION, THE ESTIMATED TOTAL PROJECT AREA IS 1,403 ACRES. THE ESTIMATED AREA DISTURBED BY CONSTRUCTION ' b' SILT FENCES ACTIVITIES IS .845 ACRES, HAY BALE$ ( 4) TRACKING AND REPORTING: 4) RUN—OFF COEFFICIENTS -BEFORE CNw(8), DURING CNw(D) AND AFTER CNW(A) CONSTRUCTION: c SOIL TRACKING PREVENTION DEVICES AT CONSTRUCTION ENTRANCE$/EXITS RUN—OFF COEF'F'ICIENT FOR: ( a) THE CONTRACTOR SHALL USE THE CONSTRUCTION INSPECTION REPORT (FOOT FORM # 650-040-03, DATED 2/01) G SED AREAS: CN 65 FOR DAILY INSPECTIONS, DISTURBED, PAVED AREAS, CN -90 (3) SILT. FENCE LOCATIONS: (b) THE CONTRACTOR SHALL ' $UBMIT A WEEKLY REPORT TO THE OWNER/DEVELOP,ER DOCUMENTING THE DAILY IISTURBED,AREAS, EXPOSED SOIL, ETC., DURING CONSTRUCTION. CN=86 (c) ILT FENCE SHALL BE US D ALONG THE. LENGTH OF THE PRO4I CST, WHERE THE EXISTING INSPECTIONS AND MAINTENANCE OR REPAIRS TO THE SEDIMENT CONTROL OEV{ ES. THF CONTRACTOR GROUND SLOPS AWAY FR M THE PROD RTY L'iNE of , WHE E THirRE I$ pOTE[JTIAL FOR SHALL MAINTAIN ALL- REQUIO*tD REPORTS AND GOMPLE`TE ALL SWPPP INSPECTI N FORMS, WEIGHTFO' RUN --OFF COEFFICIENT`: SEDIMENT TO BE DIRECTED OFFSITE. O tSn SILT FENCES SHOULD ONLY BE USED IF: BEFORE: CNw(8) = 65 OUAING: CNw(D) — 86 AFTER: CNw(A) = 88 (1) WETLANDS OR WATERS OF THE U,S, ARE INVOLVED - THE RUN --OFF COEFFICIENT DURING CONSTRUCTION, CNW(D), IS CALCULATED ASSUMING THAI THE MAXIMUM ( 2) IF UNDISTURBED VEGETATION OUTSIDE LIMITS OF CONSTRUCTION ARE NOT ADEQUATE ALLOWABLE AREA OF SOIL IS Dl$fURBED DURING CONSTRUCTION, AND THE REMAINING AMOUNT IS THE TQ FILTER RUN—OFF. EXISTING IMPERVIOUS AND GRASSED AREAS, ( b) STOCKPILE AREAS SHALL INCLUDE SILT FENCE AROUND THE PERIMETER. r 5) OESQRIPTION OF SOIL OIC QUALITY OF DISCHARGE (4) HAY BALE LOCATIONS: ONE SOIL TYPE EXIST WITHIN THE PROJECT. 920, MYAKKA AND Eu,GALUE FINE SAND GENERALLY, HAY BALES SHALL BE INSTALLED AT PROPOSED DITCH $INLET LOCATIONS THE SOILS IN THIS MAP UNIT ARE NEARLY LEVEL AND POORLY D(AINED. THESE SOILS ARE C'N BROAD PLAINS ON THE AND, AS PITCH BLOCKS TO AVOID ROWNSTREAM SILTATION. DITCH BL.OdK SHOULD BE LOCATEDFLA"OODSr, THE SLOPES ARL:, DOMINANTLY LESS THEN 2 PERCENT, IN 95 PERCENT OF THk. AREA OF THIS MAP UNIT, APPROXIMATELY EVERY 300 FEET'. MYAKKA. ANP EUUGALL(E FINE SANDS AND SOILS THAT ARE SIMILAR MAKE UP 78 TO 99 PE:RCEW OF THE MAPPED AREAS. GENERALLY, THE MAPPED AREAS CONSIST OF ABOUT 58 PERCENT MYAKKA SOIL ANP 32 PERCENT EauGALLIE SOIL. TYPICALLY, MYAK,KA SOIL HAS A SURFACE LAYER OF BLACK FINE SAND AIIOUT 5 INCHES THICK. THE SUBSURFACE LAYER, TO (5) ROCK RAG LOCATIONS: A DEPTH OF ABOUT 28 INCHES, IS LIGHT GRAY FINE SAND, THE'UPPER FART OF THE SUBSOIL, TO A DEPTH OF 30 INCHES, GENERALLY, BOCK BAGS SHALL HE INSTALLED FOR THE PURPOSE OF OONTROLLING SILTATION AT FLOWING WATER CONDITIONS IS BLACK FINE SAND' .THE LOWJER PART, TO A DEPTH OF ABOUT 45 INCHES, IS DARK BkOWN . FINE SAND. THE SUBSTRATUM CURB AND GUTTER INLETS WHERE ONE CAN NOT Dkl'4E A STAkE. TO A DEPTH OF ABOUT 80,INCHES IS BROWN FINE SAND. (1) WATER QUALITY MONITORING SHALL BE CONDUCTED BY THE OWNER/DEVELOPER OR CONTRACTOR UPON THE TYPICALLY!, EauGALUE SOIL HAS A SURFACE LAYER OF DARK GRAY FINE SAND ABOUT 6 INCHES THICK, THE SUBSURFACE (6) TUR910ITY BARRIER LOCATION: OBSERVATION THAT THE WATER QUAUTY STANDARDS MAY BE "LATED BY THE CQNSTRUCtION ACTIVITIES, LAYER, TOA DEPTH OF 18 INCHES, IS LIGHT GRAY FINE SAND, THE UPPER PART OF THL SUBSOIL, TO A DEPTH OF A13OUT MONITORING LOCATIONS SHALL ME DESlGNATED BY THE OWNER/DEVELOPER OR C NTRACTQR. 37 INCHES, IS BLACK AND DARK BROWN RNE 'SAND. THE NEXT LAYER, TO A DEPTH OF ABOUT 41 INCHES, IS LIGHT (a) STAKED TURBIDITY, BARRIER IS TO BE USED AT OUTFALLS,ANO AREAS WHERE PERMANENT THE OWNER DEVELOPER ,QR C NTRACt BROWNISH GRAY FIN11 SAND. THE LOWER PART, TO A DEPTH OF ABOUT 60 INCHES, I5 VERY PALE BROWN SANDY CLAY WATER BODIES ARE LESS THAN 3FT DEEP. / q R WILL BE RESPONSIBLE FOR MONITORING ANY ACfiI ACK FOR LOAM. THE SUBSTRATUM TO A DEPTH OF 80 INCHES 15 LIGHT BROWNISH GRAY LOAMY SAND THAI HAS POCKETS OF FINE (b) ALL EROSION CONTROL DEVICES ,`aHALL Bir INSTALLED ACCORDING TO THE MANUFACTURERS VIOLATION OF WATERAT QLQUA I STANDARDS B Aa THEY FLAT MINI TURBIDITY CE DAILY. ABOI(E RING ILL 13 . MONITORING OF WATER DUALITY $HALL BE CONDUCT O q MINIMUM QE TWICE DAILY, MONITORING WILL BE SAND AND SANDY LOAM, INSTRUCTIONS FDOT INOEX S OR STANDARD _PRACTICES WHICH EVER APPLIES AND ACCOMPLISHED RY' RECORDING TUNP1011Y READINGS FROM THE CENTER OT'•' THE STREAM, 'ONE (1) UPSTR M PROVIDES TWIk GREATEST• DEGREE OF CONTROL, OF THE ACTIVITY 'AND ONE (1) DOWNSTREAM OF THE t14051QN CONTROL DEVICES, BUT' WITHIN THE Pk6j CT ESTIMATED D E NAGE ARIA AND AVERAGE SLOPE OF DRAINAGE AREA FOR EACH OUTFALL: (c) ANY TEMPOP*Y MATERIAL USED FOR POLLUTION OR ,EROSION CONTROL DURING CONSTRUCTION LIMITS, IF WATER QUALITY STANDARDS ARE VIOLATED, CONS`fI`IUCTION SHOULD BE STOPPED ,iMMEQlATEj,Y a DI#iAINAOE AREA: 1.403 ACRES SHALL BE REMOVED AT THE COMPLETION OF THE PROJECT AND FINAL STABILIZATION OF AND EROSION CONTROL DEVICES RE—EVALUATED BY THE' OWNtR 4EV-LOPER OR CONTRACTOR PRIOW 7O b) AVERAGE SLOPE: 1X SOILS HAS BEEN ACHIEVED, ANY CONTINUATION OF ACTIVITY. MONITORING ACTIVITIES AND TUf QIDITY READINGS SHAL4 BE RECOROEQ ON THE CONSTRUCTION ..INSPECTION REPORT AND CONTINUED UNTIL TURBIDITY READINGS FAIL- BELOW AN 7) RECEIVING WATERS: ACCEPTABLE LEVEL (29NTU'S ABOVE BACKGROUND), WATER QUALITY MONITORING MAY BE CONDUCTED THE ONSITE RUNOFF IS CONVEYED THROUGH THE PROPOSED STORM DRAIN SYSTEMS TO A DRAINAGE DITCH, (7) OTHER CONTROLS: DURING ANY PHASE OF CONSTRUCTION AS DIRECTED BY THE OWNER/OEVELQPER OR CONTRACTOR. THE CONTRACTOR SHALL TAKE ALL REA$ONABLE MEASURES TO PREVENT UNAUTHORIZED () 1 WASTE DISPOSAL I MATERIALS FROM ENT) kING THE WATENWAY. (2) WHEN WORK IN A LIVE WATERCOURSE IS PERFORMED,, PRECAUTrONS SHALL BE TAKEN TOa) THE CONTRACTOR WILL PROVIDE LITTER CONTROL AND COLLECTION WITHIN THE PROJECT MINIMIZE ENCROACHMENT, CONTROL SEDIMENT TRANSPORT AND STApILJZE THE WORK AREA TO 8) DFc'3CRIPTION OF STORMWATER • MANAGEMENT: (EXISTING/PROPOSED) BOUNDARIES DURING CONSTRUCTION ACTIVITIES. THE GREATEST EXTENT PO$SIHLE DURING CONSTRUCTION. NONLROOIbLE MATERIAL SHALL BE a) PRESENTLY, EXISTING ORAINAO7 FLOWS ARE OVER LAND TO AN EXISTING SWALE ALONG AN ADJACENT (b) ALL FERTILIZER AND CHEMICAL CONTAINERS SHALL BE DISPOSED OF BY THE CONTRACTOR USED FOR THE CONSTRUCTION OF QAUSEWAYS AND COFFERDAMS, EARTHERN FILL MAY BE USED ROADWAY, THE EXISTING DRAINAGE PATTERNS FOR THE OFF—SITE FLOW WILL NOT BE MODIFIED ACCORDING TO EPA'S STANDARD PRACTICES AS OETAIL.ED BY THE MANUFACTURER. FOR THESE STRUCTURES IF ARMORED B`( NUNERODI[7LE COVER MATERIALS. OR AFFECTED. (a) NO SOLID MATERIALS, INCLUDING BUILDING AND CONSTRUCTION MATERIALS, SHALL BE _ . b) OFF --SITE RUN—OFF SHOULD BE DIVERTED AWAY OR THROUGH THE CONSTRUCTION AREA, IF POSSIBLE, D14CHARGED TO WETLANDS OR BURIED ON $TTI , (3) THE BED AND BANKS OF A WATERCOURSE SHALL 8E STABILIZED IMMEDIATELY AFTER WORK THIS ADDITIONAL FLOW, jr NOT QIVERTEO, CAN ADD VOLUME AND SIZE TO STRUCTURAL PRACTICES (d) ALL SANITARY WASTE WILL BE COLLECTED FRQM PORTABLE UNITS BY A LICENSED SANITARY IN THE WATERCOURSE IS COMPLETED. REQUIRING MORE FREQUENT MAINTENANCE AND LIMITING EFFECTIVENESS OF EROSION ANO SEDIMENT WASTE MANAGEMENT CONTRACTOR AS REQUIRED BY STATE REGULATIONS. CONTROLS. (2) OFF SITE VEHICLE TRACKING — WILL BE CONTROLLED BY THE FOLLOWING METHODS: c) THE CONTRACTOR WILL. PROVIDE POLLUTION CONTROL, AND IMPLEMENT DUST CONTROL DURING ALL PHASES OF CONSTRUCTION AS NOTED IN THE CONTRACTOR'S PLAN. (a) LOADED HAUL TRUCKS ARE TO 8E COVERED BY A TARPAULIN AT ALL TIMESr d) THE STORMWATER SHALL BE CONVEYED TO THE STORMWATER MANAGEMENT FACILITY AS NOTED IN I.(lil.'V r'2V B THE CONTRACTOR'S PLAN. (b) EXCESS DIRT ON ROAD WILL 8E REMOVED DAILY e) THE CONTRACTOR SHALL TAKE' ALL RFASONAB(E PRECAUTIONS TO PREVENT UNAUTHORIZED MATERIALS JANFROMENTERINGTHESTORMDRAINSdoOUTFALLWATERWAYS. 1426 E, Airport Eii d., Sanford, FL 32773 c) CONSTRUCTION ENTRANCES/EXITS SOIL TRACKING PREVENTION QE;VIGES (INDEX 1 Q6- $IK'I_ BE •PROYIPEO FOR BOTH ON—SITE AND OFF-SITE LOCATIONS OF SCOCXPILED OR EXCAVATED MATERIAL IF IMMEDIATELY ADJACENT TO A PUBLIC ROADWAY. THE OWNEZR/DEVEk;OP? R OR 0NTRAI TQR 5f4ALL BE RESPONSIBLE FOR MODIFYING THC SYSTEM OR PROCEDURES AS NKEPEQ. WHERE CONSTRUCTION VEHICLE ACCtSS ROLJTI S INTERSECT PAVED PUBLIC ROADS, PROVISIONS SHALL BE MADE TO MINIMIZE THE TRANSPORT OF SEDIMENT 13Y TkACKING ONTO LIQ THE PAVED SURFACE: WHERE SEDIMENT IS TRANSPORTED ONTO A PUBLIC ROAD SURFACE WITH SITES GREATER THAN 10 ACRES. CURBS AND CUTTERS, THE ROAD ,SJ ALL BE CLEANED TI OROUGHLY AT THE ENO Or EACH DAY, 5 1RFACE RUNOFF FROM DISTURBED AREAS THAT IS COMA ISED OF FLOW FROM DRAINAGESEDIMENTSHALLBERI7MOVEDFROM711EROADS0SHOVELING, OR 6WEEPING AND TRANS T, PORTED 70 A SEDIMENT CO,iCRQL DISPOSAL -AREA. STREET WASHING SHALL BE ALLOWED ONLY 57AREASGREATERTHANOREQUALTOTENACRESSFIALLCONTROLLEDBYASEf)IMENT AFTER SEDIMENT IS REMOVED IN THIS MMNER. BASIN. THE SEDIM1 NT BASIN SHALL, BE DESIGNED AND CONSTRUCTEO TO ACCO.MOL)ATE THE ANTICIPATED SEDIMENT LOADING FROM THE LAND DISTL, RbIING AQTIVITY, THE. OUTFALL 1311=E OR 3) APPLICATION OF FERTILIZERS AND PESTICIDES SYSTEM DESIGN SHALL TAKE INTO ACCOUNT THE TOTAL DRAINAGE AREA FLOWfNG THRQU(;H THE IF USW' ON PROJECT MUST GQMPLY WITH, THE NPDI S' PERMIT ANP, LOCAL REGUTATIONS DISTURBED AREA TO BE SERVED BY THE BASIN. PROVIDE 3600 CUBIC FEST OF STORAGE; PER FE=RT LIZE RS AND PESTICIDES $HALL OE USED AND APPLIED IN AC015I)ANCE WITH MANUFACTURERS RECOMMENDATIONS AND INSTRUCTIONS. ACRE OF DISTRUHED AREA. 11 b W TRI M: AV NU D LANA i OR -0A4) NON---STQRMWATER (INCLUDING SPILL REPORTING) r „ THE OONTRACTOR WILL ,PROVIDE THE OWN., Df E OPER WITH AN ERQ$10N CONTROL PJffi THAT INCLUDES ) 0SPILLCONTAINMENT, REPORTING, AND RESP NSES, THE PLAN SHALL SPECIFY WHAT MANAGEMENT PFipNss % b--1 n PRACTICE$ AND CONTAINMENT METHOD$ WILL HE USED TO, PREVENT POTENTIAL POLLUTANTS ((tUEL, EMAIL. cate1`lt;l l@f'lifl'13 1 Qtl h+Y1@' A i I" IT LUBRICANTS, HERBICIDES, ETC) FROM $PILLING ONTO TiiE SAIL OR INTO THE SURFACE —WATERS. IF A SPILL DOES OCCUR, OR IF CONTMINATED SOIL OR GROUNDWATER IS ENCOUNTERED, CONTACT THE FDEP CONTAMINATION COORDINATOR FQR THE REGION. S TORMWYAtER POL.LOON PR' M'' PLAN 5) STATE AND LOCAL REGULATIONS: PERMITS WILL BE REQUIRED FROM THE FOLLOWING AGENCIES: EPA (NPDES), SJRWMD, (STORMWATER) DOH (SEPTIC) KOR I _ ORLANDO SANFORD AtJ` O INSPECTION. Com, . THIS I?RAWINC, is.;IV 1'''A f JL If -HAS Tkl'> N INNER' 0 A T_F . V l 5 E D Y ORIGINAL DATED'SIC tl MB J. ED WITH HIS SEAL MARK '. NEit AN; PROM$SIO ®ANGIN ER PRQ,f CT JC51-04- 04,6 SCALE: NTS SHS iFLORIDA Q1'STRATIQN N MER DATE. 06" 26-•-04 DF AWN: f A r 7 ' 41 Ballards 14' l9 G O 0 U 0 r 7 ' 41 Ballards 14' 161611 rcrza Due to the structural design analysis by each independent structural steel manufacturer, it will be the general contractors responsibility to supply sealed architectural drawings to the City of Sanford for obtaining the building permit. These drawings are intended to assist the contractor in9lannin preparationp of final drawings and will be made available to the selected contractor for their use, in AutoCad Format. It will be the general contractors responsibility to Familiarize them.5eives with the existing site conditions, prior to submitting a bid to the Sanford Airport Authority. REV. # D/ATE 5Y. - 11/11/04 Y: 11/11/04 FL -W, E -E W\ CFD FL UM DRAWN BY FLW II Gi-IEGK D FLW-11 DATF 12 August 2004 JOO NO SCALE SHEET OF IS4, x Floor Plan, l9 G 161611 rcrza Due to the structural design analysis by each independent structural steel manufacturer, it will be the general contractors responsibility to supply sealed architectural drawings to the City of Sanford for obtaining the building permit. These drawings are intended to assist the contractor in9lannin preparationp of final drawings and will be made available to the selected contractor for their use, in AutoCad Format. It will be the general contractors responsibility to Familiarize them.5eives with the existing site conditions, prior to submitting a bid to the Sanford Airport Authority. REV. # D/ATE 5Y. - 11/11/04 Y: 11/11/04 FL -W, E -E W\ CFD FL UM DRAWN BY FLW II Gi-IEGK D FLW-11 DATF 12 August 2004 JOO NO SCALE SHEET OF IS4, x Floor Plan, w r 3)1" CONDUIT CHASE LINES 411 SMOOTH GONG. TOP PITCH 1/2„ FOR WATER STUCCO ALL CONCRETE 8 all POUF. ALL. 1G.IELLS F-1 F. SOLID WITH GONG. Lil 100 1) #50 EPDXY INTO CONCRETE- DRIVE INSPECTOR'S PODIUM,,.- 2) EACH 30' Im MEN M 28 14' 50 VERTICAL HOOK DOWELASLOCATEDONPLANS 3000 PSI CONCRETE A ° 4 rv" DRIVE SLAB 12 ° a 4 41 4' OFFICE SLAB e.. Q 3) #50 DOWELS 24„ 5TEM WALL DETAIL. SCALE: 3/4" =1' a 71-411 REV. # DATE BY: ' 1 11/11/04 FLW--II 9'x G' x Gonc. Pad 50 @ 1 Q w/ (5) fin" Ipe Billards o 1--1 w r 3)1" CONDUIT CHASE LINES 411 SMOOTH GONG. TOP PITCH 1/2„ FOR WATER STUCCO ALL CONCRETE 8 all POUF. ALL. 1G.IELLS F-1 F. SOLID WITH GONG. Lil 100 1) #50 EPDXY INTO CONCRETE- DRIVE INSPECTOR'S PODIUM,,.- 2) EACH 30' Im MEN M 28 14' 50 VERTICAL HOOK DOWELASLOCATEDONPLANS 3000 PSI CONCRETE A ° 4 rv" DRIVE SLAB 12 ° a 4 41 4' OFFICE SLAB e.. Q 3) #50 DOWELS 24„ 5TEM WALL DETAIL. SCALE: 3/4" =1' a 71-411 REV. # DATE BY: ' 1 11/11/04 FLW--II 9'x G' x Gonc. Pad 50 @ 1 O.G.E.W. w/ (5) fin" Ipe Billards bKAWN BY FL -W-11 CHECKED FLW-11 DATE 12August 2004 JOB NO x SCALE 1142'= 1J- 0.. SHE OF C E,II JC D 13 2005 i;i'i l't'tiC I it?IV, INC. 1425 c, E.irpuri l'.,,d., Suifnrd. FL 32173 Foundation Flan 4) 500 MCM, Cu, 1) #4, Gr,, Cu,, 4" Metal Conduit 400 AMP 120/208V 30, 4W. MCB Panel Li 400 AI/ (3) 0 42 Circuit Panel Box 2) 5/8' dia. x 2Q' long Copper Clad Steei Ground Ro Grounded to Building Lt, Arrestor Typical All 141i o to be T1/fIN1171-1 IN Copper L CCTiQlC,9L f ISC/ I.I1467R M Transfer Switch to Generator 120V./1.5W. WALL. SCONSE REV. # DATE BY. 1 11/11/04 FLW--11 FPL Meter 400 Amp Main Disc. w/ A.G. Disc. Generator Transfer Switch NOTE: GENF-I2ATOR $- TRANSFER SWITCH TO BE SUPPLIED BY OWNER $- INSTALLED BY GENERAL CONTRACTOR 0' x 6' X 8" Canc. pad 5,0 912" O.C.E.W. W/ (5) G" pipe Billards CcD 4' A.F. Grade 220 VOLT ON DEMAND INCINERATOR WATER HEATER MOUNTED UNDER COUNTER TO[ SERVICING BOTH 51N<5 N r DRAWN DY FLW-1, CHECKED FL -W-11 DATE 12 August- 20704 JOB NO X SOLE x/ 811 ` T-0, SNEI OF r r 3 2005 1 1 iav I., UNDERGOUNTER R..Er- 1 5 4 d.,San(oid,FL"u2. i ca l Plan 1 : - I PIEV. # DATE BY: 1 11/11/04 Ft -W-1 I AM Ak i u U L J FFRAWN BY oil NIMMM4 L.W--I I GHEGKED LW --11 DATA 12 August 2004 JOB NO. x 00 GAI E 31 I_o:. SHE OF JAN 2.005 SPOL:ii;l C01 ;ei 11 i ii )Nd li'iC. 1425 E. Airport Blvd, Sanford, FL 32773 Re-Hected Geiling. Plan_ X1 i7L N 20 Amp, 110v Switch 20 Amp, 110v Switch 3 Way Telephone Outlet Fyj = Computer Outlet wP 110v Duplex receptacle Water proof 110v Duplex receptacle 110v auad receptacle M.H. recessed Light Fixture 400w I`''letol Halide Dight Fixture with 300 watt (quartz restrike Lamp 150w Metal Halide Light Fixture 220v Duplex Receptaclepp Ie Emergency Light with Battery pack Exit and Emergency Light with Battery Tack Flourescent Light 3 Tube with parabolic Lens Flourescent Light with parabolic .tense Em, Fluor. Lt. - Mme rge ncy Flourescent Light 0 Exit Sign Exit Fan Vent with Light Fan Vent Wall Sconse M.V.A.C. register H.V.A.C. Rog h,V.A.C. rag Phone Bd o phone Board A/G UNIT 3 TON TRANE HEAT PUMP MODEL #TWR03rvC7100A SEER =10.00 (BTLJ/WAT7HR) VOLTS/PH/HZ - 200/230/1/60 All Systems to be Heat pumps with Programmable Digital Thermostats, Model #P/N P3 74--220OFM (Totoline) and remote Thermostote Sensors. All Restrooms to have Direct Exhaust to the outside with round Metal Ducts. Each Exhaust Fan to have a 00 cfm Ducted to a Main Metal Duct. Air Handler to be: 3 Tons (each) =1200 cfm. With Fire Stats in return Air Systems. Thermostote Control to be located 5 ft. A.F.F. by return Air Grille Air C uantlty = 400 cfm/ton design Friction Loss [Design; 08" of water per 100' of duct for the return air system. 10" of water per 100' of duct for the supply air of the system. A test $- balance of the entire MVAC system will be performed by the general contractor, to insure compliance by the mechanical contractor. A tolerance of 10% will be considered acceptable. REV. # DATE BY: 1 11/11/04 LW -II JAIN 13 zoos SPOLAIJ, GUi "n I til,;•.; 111;11, 1i110, 1425 E. nirpo}l LE:>d., San(nrd, FL 32773 IIIAM DRAWN BY FL -W-11 LJGHEC-KED FL W 11 DATE X 013 NO X SC14LF- X 5H6 QF 0lorM ftwwoo Plan 0 ALPHA ONE" 25" CURB REV. # DATE BY-:' 1 1111104 FLW-11 DIRYVIT OR STO CORD OVER C.M.U. Z I'f - 611 TYROFOAM E.F.I.S. CAP mzo bl L moi 5 01), q, I'E DRYVIT OR STO CORPf, j ` OVER G,M.U. 0 ALPHA ONE" 25" CURB REV. # DATE BY-:' 1 1111104 FLW-11 DIRYVIT OR STO CORD OVER C.M.U. Z I'f - 611 TYROFOAM E.F.I.S. CAP mzo mvl L moi 5 01), q, I'E 0 ALPHA ONE" 25" CURB REV. # DATE BY-:' 1 1111104 FLW-11 DIRYVIT OR STO CORD OVER C.M.U. Z I'f - 611 TYROFOAM E.F.I.S. CAP mzo mvl moi 5 DRYVIT OF, TO CS q, I'E DRYVIT OR STO CORPf, j ` OVER G,M.U. 1; 77777 450 SLOPED CONCRETE 7, TRANSITION 2' ZI r_ 00 it dTrra 1"X8" E.F.I.5. BAND 4? NOTE:- ENTIRE EXTERIOR TO RECEIVE A 1DRYVIT Oil STO FINISH. SWIRL. OR FINE FIN15HED TEXTURE OVER 5TYROF%r.31/_A_, NM OR G.M.U. TO BE SELECTED BY AIRPOlf-2.1-T. 2-0q, I'E DRYVIT OR STO CORPf, j ` OVER G,M.U. 1; 450 SLOPED CONCRETE 7, TRANSITION 2' ZI r_ 00 it dTrra NOTE:- ENTIRE EXTERIOR TO RECEIVE A 1DRYVIT Oil STO FINISH. SWIRL. OR FINE FIN15HED TEXTURE OVER 5TYROF%r.31/_A_, NM OR G.M.U. TO BE SELECTED BY AIRPOlf-2.1-T. 8" TEMPERED GLASS (SAME SPECIFICATIONS AS OBSERVATION C=LASS BOLLARDS LASS ON SHT. A-8) PROVIDE SILL PAN DIVERTER AT BASE OF FIXED GLA53 FRAMES. flip-flop for north elevation] 2-0q, I'E DRYVIT OR STO CORPf, j ` OVER G,M.U. 1; 450 SLOPED CONCRETE 7, TRANSITION 2' 8" TEMPERED GLASS (SAME SPECIFICATIONS AS OBSERVATION C=LASS BOLLARDS LASS ON SHT. A-8) PROVIDE SILL PAN DIVERTER AT BASE OF FIXED GLA53 FRAMES. flip-flop for north elevation] im 811X8" EXHAUST GRILLE 811X8" FRESH AIR INTAKE TO A.G. UNIT 7-4" 31'-4" 8"X8" OVERFLOW A 01 TOTAL 111 r. ELECTRICAL FP$ -L METER I.; t j 41 0" DOWNSPOUT HOLES TO OUTSIDE SUPPLY SPLASH BLOCKS MAIN DISCONNECT FUTURE TRANSFER SWITCH Fri JAN 1. 3 2005 0 0 0 0 0 0RPtWN 13Y FL --11 FL -W-11 0',"rE 12 /Auguot 2004 JOBNO. X Elevations 2-0q, I'E 1; 7, 2' i r i II II I II LN itd. j t. 7-4" 20-8" A A 7'-4:' 46' im 811X8" EXHAUST GRILLE 811X8" FRESH AIR INTAKE TO A.G. UNIT 7-4" 31'-4" 8"X8" OVERFLOW A 01 TOTAL 111 r. ELECTRICAL FP$ -L METER I.; t j 41 0" DOWNSPOUT HOLES TO OUTSIDE SUPPLY SPLASH BLOCKS MAIN DISCONNECT FUTURE TRANSFER SWITCH Fri JAN 1. 3 2005 0 0 0 0 0 0RPtWN 13Y FL --11 FL -W-11 0',"rE 12 /Auguot 2004 JOBNO. X Elevations i d - N, t o U 1~1 l Q a Q W w m SLOPE See Detail Sht. A40 All CMU to be filled A11+h ,:nnn n=i r7,nm-rez+z- Scupper Hole Is N V. # DATE BY: 1 11/11/04 FL.W-1 Office area 2'x4' Crop Ceiling w/ R-1-9 Batt Insulation Ci ---IU Filled w/ Concrete 1-1/2" STUB C@ 16" O.C, OF, 3--1/2" STUCK @ 10" O.G. W/ R-4 INSULATION (MIN.) 50 VERTICAL HOOK DOWEL AS LOCATED ON FLANS 1/2" DRYWALL 3000 PSI CONCRETE 100 o. DRAWN BY FLW-11 4" OFFICE SLAB CHECKED p FLW--11 3) #50 DOWELS11 a p ° X12 J05 Na. _ X 24 N.T.S. SHEE' or - WALL g jAN 3 2005 X S// ? j `'POL' ili C; Jr i 1+. i SUN, IiuG'. cls1 le. 111 ---' 11 . 14%5[,AJrpurrL',d,Sanf rd,FL2277;3 krr, rNrwrule I; Ir Y1 I UT 51 8 mill 'Blast( 8" Tempered W/ 5" x 8" Red 1- Film applied to I n Steel Frames. nchors 3" o.c., toibe filled n and concealed after installation) AMU. securing the steel frame to the Weld 3118 x 1" threaded steel studs 1-o the frame, for 'Installation of storm shutters during hurricane Gond inane. Storm Shutters to be'22 Ga. Golvanized Sheet 14%%- Ietol Panels Predilled to receive wing --nuts to secure panels during Hurricane Conditions. Dower Steel, Lintel or Precast Header u00a over REV. # DATE BY: ' 1 11/11/04 FL.W-11 DRAWN 5Y FLW--I I CHECKED FFLF /F --11 DATE x J)5 NO. x SCALE x SHE OF 11. •:u 7.!c.^ _ : c ._ iAN 1 3 2005 x SNfltitil'v::riC 1925 E, P sport L',rd,, Sanford, F02773 C-17ec ion Plan QF vl 0 1J.. Y1 I UT 51 8 mill 'Blast( 8" Tempered W/ 5" x 8" Red 1- Film applied to I n Steel Frames. nchors 3" o.c., toibe filled n and concealed after installation) AMU. securing the steel frame to the Weld 3118 x 1" threaded steel studs 1-o the frame, for 'Installation of storm shutters during hurricane Gond inane. Storm Shutters to be'22 Ga. Golvanized Sheet 14%%- Ietol Panels Predilled to receive wing --nuts to secure panels during Hurricane Conditions. Dower Steel, Lintel or Precast Header u00a over REV. # DATE BY: ' 1 11/11/04 FL.W-11 DRAWN 5Y FLW--I I CHECKED FFLF /F --11 DATE x J)5 NO. x SCALE x SHE OF 11. •:u 7.!c.^ _ : c ._ iAN 1 3 2005 x SNfltitil'v::riC 1925 E, P sport L',rd,, Sanford, F02773 C-17ec ion Plan rl o, Q I O I u o, SEE 5lDEWz4-, sLL..,ANGLE DETAIL ON SHT. A-10 SEE "BLOW -OFF" ROOF PANEL DETAIL ON SHT. A-10 1 REV. # DATE BY: 1 11/11/04 FL -W-11 SCUPPER HOLE DETAIL ON SHT. A-7 FLASH AS IZEQ U I RED 4) LOCATIONS SEE SIDEWALL ANGLE DETAIL ON SHT, A-10 SEE TOP OF ROOF DETAIL ON SHT. A-10 gym' 0 imp' WN, 8"X8" GUTTER WIG If PVC DOWNSPOUT TO OUTSIDE BRAWN BY FL.W-11 CHECKED FL_W-I I DATE 12 August 2004 J05 NO X SCALE VINYL BAG K I N15 U LATI O N " AROUND DOWNPO . J'IJ :1 3 2`JL5 X Roof Fro m i n Flan 11 a W.M.0 01*:Z 414 STITCH SCREW 30" O.G. AT EACH ERLAPPING OF PANEL. STARTER PANELS 4- S.D. SCREWS OPRENE WASHERS IGH PURLIN PEP, 12" FLAT L SURFACE AREA 6 OOF PANEL F/4\3TENING D ETAIL Scale: 1 1' 3/8"X3" REDHEAD_S TO SECURE 3"X4"X1/8" ANGLE AT BOTH SIDEWALLS SIDEWALL SUPPORTS FOR EDGE OF ROOF PANELS) X 30" X ALL ANGLE DETAIL Scale: 1" _ 1' NOTCH BOTTOM ROOF PANEL TO SLIDE ANGLE~ INTO ROOF $_ ON TOP OF FLATS OF ROOF PANEL TO ACT AS "HOLD DOWN" GLIA FOR OCGUP(ED OFFIGEw t'''= M AN IM SGRE CZD12" HOLD DC FILL_ ALL ( W/GONG. AROI ENTIRE BL REV. # DATE BY: 1 1111104 FL.W—II 2) STITCH SCREWS @ ROOF PANEL LAP 3) ROWS OFGAULK @ PANEL LAPS 4" V.B. INSULATION 2"X12"X12GA. 'G' CHANNEL 1/2" THREADED DOWEL, THRU-BOLT"@16" O.G. FORMED 4 POURED 8" X1 ro" TIE -BEAM W/(4) #5 DOWELS ROOF PANEL DETAIL Scale: 1" =1' THIS DETAIL IS DESIGNED TO ALLOW THE ROOF PANELS OVER THE DRIVE WAY TO REMAIN INDEPENDENT FROM THE OFFICE ROOF PANELS, DURING EXTREME CIRCUMSTANCES 2,-C„ 50 C(D TOP TWO COURSES FILLED W/ GONG. 1'-4 2) #14 S.D. NEOPREME FASTENER TO STEEL STUDS SEGURING THE 24 GA. GAP FLASHING 20 GA. x .32" STEEL STUDS @ 24" O.G. (SEGURED TO GMU) 24 GA. (COUNTER FLASHING) 3X3'X240A. ANGLE ROOF CLOSURE , 4" VINYL BATT INSULATION 12" 'C' CHANNELS TRIM rv" 'U' - 26 Ga. SOFFIT PANELS PREGOLORED CEP FACTORY FILL ALL BLOCKS W/GONG. DRAWN 6Y FLW-11 CHECKED FL.W-11 DATE 12 August 2004 JOB NO X OF ROOF D TAIL N.T.S. Scale: 1" = 1' SHEET Or JAN X c3 2005 14251:. Airp'M U. -id, Sanford, FL?2773 r Roof Framing L 1 I