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2501 McCracken Rd - BC03-001917 (COMMERCIAL ADDITION) (A)PERMITADDRESS CONTRACTOR PHONE NUMBER 440 PROPERTY OWNER PHONE NUMBER ELECTRICAL CONTRACTOR �W,*A %,- MECHANICAL CONTRACTOR PLUMBING CONTRACTOR MISCELLANEOUS CONTRACTOR PERMITNUMBER MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE FEE SUBDIVISION ty ty r� cn cn , -1. i - - 11 ___ - - ---,-,-- ------ ---------------.- I ,,1.,, I .1I .,,_.k_\/ARIES--- ---6. 4-' _ _ VARIES -----•----6.4'-_-.___.__.-. ' O� TRU/ON NOTES: T� 4"0' SOD ALL SLOPES "'-� P - *' -�•° Total Area 17},144 Sq.Ft. 4.0Q0 Acres 1.) "THE CONTRACTOR, PRIOR TO CONSTRUCTION, SFIALL FIELD LOCATE ALL EXISTING I SEED ,Sr MULCH F30TTOM Drainage Area 63,173 Sq.Ft. 1.45,0 Acres ----•~-- UTILITIES WITHIN OR `_ URROUNDINC THE SITE, FOR POSSIBLE CONF-LICJ ,w, 3 TOP ELEV. 29.9 ` " = EXISTING ELEVATIONS , 4 i \�� \ \ \ cs PHASE I 2.) CONTRACTOR SHALL USE STATE RECOMMENDED °BEST MANAGEMENT PRA(;'HCF,S \\ r �` { \'' \ _ Building Coverage lr),500 Sq -Ft. 6.0% TO MINIMIZE SOIL EROSION, SILTATION, WATER & AIR POILUfION AND SFIALL_ 1 l/, / \r/ ' /�/,� ,/, CONTROL ELEVATION 2�3,� /�' // "31.3' = PROPOSED ELEVATIONS Other Impervious 14,210 Sq.Ft. 8.2 \ � -• r r r •.' `�` �____.� 0 ELEVA P Retention Areas �� �� PROMPTLY RESTORE ANY SUCH DAMAGE. (SEE EROSION CONTROL NOTEa), c :'"��_•-\='- E;iISCING \�/\ \ \\,\, 17,055 Sq•Ft. 9.8 e "A lk� l - � GRADE //\\ \, , Green Areas 132,479 Sq.Ft. 76.0% 3.) CONTRACT9R SHALL RESTORE OFF-SITE AREAS DISTURBED BY CONSTRUG710N TO '1 ' _ /'\, \-� ,-1111111 EV 8 //\ i «__ = EXISTING CONTO RS �\ BOTTOM ELEV. 201.3 \\ // 2%7 --- --- "_ r ] ORIGINAL_ CONDITION OR BETTER. \ :1 it\ -r ^ P1 IA, II (Totals) r/; /;/�/:/ /.////�%� / \�� x i�/ , . Building Coverage 2"1,000 aq.Fl. 12.01 ;, 4.) CONTRACTOR TO MAINTAIN TRAFFIC FLOW DURING CONSTRUCTION, I �/, //•, DRAINAGE BOUNDARY Other Imperviouz 13,755 Sq.Ft. 7.97" I n.t.s. Retention Arecis 17,055 Sq.Ft. 9.8% 5.) CONTRACTOR MAY MAKE MINOR ADJUSTMENTS IN ALIGNMENT Fi GRADE T0, AVOID i. - - DRAINAGE FLOW Green Areas 122,434 Sq.F't. . 70.3% CONFLICT WITH EXISTING UTILITIES, STRUCTURES, ]REES OR TO BETTER MATCH WET SEASON WATER TABLE ELEV, 26.0 I EXISTING FIELD CONDITIONS. _ __� _. RETENTION V01._UrJ9 PROVIDED TO ELEVATION 28.9 - 11 F u--__y._-..;�____;�,__ X, SILT FENCE Tax Parcel y26--ig 30'-5nE-73nB-Goon (Ea t 4 Acre;) 6.) CONTRACTOR SHALL RECORD AND SUBMIT TO PROJECT ENGINEER ACCURATE AS I ,538 Cult. BUILT INFORMATION. I DFTf• NTION VOLUME PROVIDED TO ELEVATION 29.9 = 21,386 Cu.Ft. = TRAFFIC FLOW Project Zoning: City or Sanford PD �"0'� Project Land Use: Manufacturing RETEN 7�ION A R�� SEC TION Cid - EXISTING TREE TQ REMAIN Parking Required: First 4,000 SF = 2 Spaces 1 12" OAK I 17,000 SF / I,000 = 17 Spaces, Total = 19 Spaces 6" i Parking Provided: 20 Spaces including 1 Handicapped LANDSCAPE AREA i PAVEMENT Water Provider: City of Sanford Utilities 4, frJ I I I ---••- I l i --- I I I --- 4 7__*7 , ,I � ( Sewer Provider: City of Sanford Utilitir 1 ; i Soils - S.C.S. #29, St. Johns (°,c EauCollie Fine Sands 11 -1. ELEVATIONS ARE TRUE BASED ON SEMINOLE COUNTY B.M. l/ 2584101 ELEV. = 31.487 MSL AS PUBLISHED. ALL CURBS & ROADWAYS TO MATCH EXISITNG IN 100 Year Flood Plain Not Applicable 'To Project - r� ACCOf:DANCE W FDOF AND LOCAL REOUIREMEN11S. I ON SITE B.M. = TOP OF CATCH DRAIN NEAR THE NE. COR, OF PROP, ELEV. = 26.18 MSL AS SHOWN. 1, iu Owner or their uuccessors will be responsible. for _�, r,t,s, maintenance to storm drainage system cis approved r CUR/" i / / ©� / )�/T / / �� for construction. Recommend nrinirnurn weekly check B R \ ,� ,/ ,f-•3 j (__•, ! , <, '^„" ""'."` „'••^-,� ,••_ <, �', t'.,• for debris clogging o�-rtfall, bi-•manual flr.rsh of pipe j fou --, -.� `�, p<, • ro �s and mow DRA crlid remove clippings as required. I Flo y_ ._ / ' i Owner: Mr. Dave Russell /;0 _-- / I ,� .," 136 C)eerpoth Road . / 6 ' "I K'"` / , I � <1> De9ary, 1't. 32713 eI / �. / I `' ,� p, • s si (407) 1 6,68.0136 M _.,,• ...m.. - _.._ ...- i:`,'A // r / / ' fi I Engineer: Bryan Molyet, P.E. `yo, 1 I REtr1AINDER f BLQCK 7£3 a / �� � 110 W. Mich Avenue f / I',/I.IC SMIT S SUBDIVISION `,r , DeLand, FL 32720 z �, I /� ZONED RI -1 // PLAT B3 K 1, PAGE 55 / „ OAK _`�). - (386) 740--1454 �``(''co ,1�cs°r LI VACANT / // F � a Developer: McKee Construction Co. s' "�, x } i ,,..,.,„ .,..., ,_«....,." ,..," ,,.., .....".�« _-,' __1 f � ) 1 2290 W. Airport Blvd. `t,,'t,.s'' I .f �� , 1 PROPOSED 2" Sanford, FL 32771 I2" OAK '� „ OAK WADER METER �% (407) 37.3-1150 I �� �, \ 4i UACKFLOW �-FUTURE 8 NATER MAIN j o� / ' PRF'JENILR BY OTHERS B d d 1, ' f f' I ..---.—_.,.--._.,-.._..-.__._-..._.___-..___".....-•---.---.-- -,.-_ ,...._- _...,..,,.—__,,.____.___ ___ Tax Parcel /126 19 •_3C)-,.5AE- 73013-0000 (Ea., t I Acrr,$) ---•-- IIANDiCAPPEU PARKING S1(`H' / 4° 2' 4� ` FIP-'2.5 UR FIP• 26 PER 'ACCESS RAMP PER ::fi ( (DCII INDEX #'113.55 F401 INDEX poi �,;:sic'; I'' 11 ". �� 1:12 MAX. SLOPE '` , --r - p - MING Er/ ��`; -�i14 _%_.-p A ', ..T • ��-1/ eMla ► . p',# ' I- cY! _..__._.�,_.- ___.._..._._,_..5 �._..__ _�/._'_,_t_: __.. _ \` 44 \ / _ --- � �______]_ F, iIQI��,61Ii,_1 %t. 7.CONCRE,IE ORD 5211�� CAR 'i)OI' \ !••• v\ -__ 1. . 4" 2" 1„ c, I 'C �� [I,,'... \, 1 it \\ 7� ) c �\\ r�; ' "-�:: r: ; �� �� .\ \ _�.�. � WILLIE, SfRiPIN(,.._/ \\ \`/ \, ' r % , , (4" IY( ICM_) .-fv,.1 willrE HANDICAPPED-/] J.- PdARKING IS 01'110194, '�;.i�' j' OR 5' NIGH , _ ._ __i2' 0^ ._-_„_ F)' 0^•_,• --_•10' 0"-------- ...,' I IANDICAPPIw•I) i�AI'tIDARD ,• c "r AU. PAVEMENT MARKINGS ARE TO BE TRAFFIC RATED Fc INSTALLED IN ACCORDMICE WIiII FD,O.L SINdDARDS Ac SPFOHOVATIONS. 13(Ul. SIRIPING iO MATCH SHADE 15160 OF fEDERAI. STANDARDS 595a, fl/C SIGN 10 BE SERIES "C" BLUE W1111 1" LEIIF,RINO. " <` C ALL,. fRAtfIC CONfRo1. ,LGN, �Ilnl.l fiF. EADRICAIEI) IL,ING 3M LrRANG "SCOfCfILIJE •.,tIEEIINC ON MIN. 0.0114 GAUGE. AIUMIP1UhJ. ALI, SIOi' SIGNS SHALL BE .30" OCTAGONS INSIAL11) ON 12', albs./fl 'll" CHNINEI, POSTS (RAII SIEF.I. ONLY) OR 3" x 12' R411NI) AIIJMl1JIRd DOSIS. "U" CITMIPJEL DOSIS MAY FJE 11SED FOR AIL ;IONS SMALLER IRAN 36" x 48', wARillhlG SIGrJS 30"x34". 11.1.5, P11 J�c�� LNG DETA /� .-' C: -- 12" (n'1 t' J - @ 6" VE:Rf ICAL C,URBINC' , (lYl I(AL.) A � r p- v h Ir , t ;R. r7l 1"' r U'.. 1 L(Lvt -it ii r"llrfl ILEI ,� ,, 411 IL 1l ti9� �' C� '' • r (Uc, z ; fr n i' ; T t'' c I �` 1 11 ]- I n 7t �d , II -[I / / / / / �' , �'/ / / _.' / ._ /111 lI( I-tIL I L -I, ! / I./ �.�/ I : / �, / I./ I./ .�,.7 I.'/ I -'i I� I� lU {11'111 IT-irr rlr 7L fir , - x \ / � \ / , l/ ; \ / \ / ,) +h7 itr 1JF111T �aF"t] til I.(I iv,;il, IIi„1111i'iloii1 1111Illlllllhllll),,f1'j' �Ii11111t71f11Tf�l�lIl -lfi i�41i-11�'r•�.I }t>)( -A ..-Ii1...11�1��.1114[��lf . 11i 1111,;iilll;;;lll,,,llk,r -U ", i -5' LANDSCAPE BUFTER '_1 _.�--- - oun ary an opo in ormat,on taken torn survey ?y ., , , �. ` 1 ___y____ �q �,� Roberts Surveying & Mapping, 185 N. Country Club Rd.. A 1,-1 �2 Mir). T>'PE S-3 ASPHALTIC CONCRETE O '•r7 t �, , - c,, <. ? Lake Mary, Florida 32746 (407) 322 -2213 9 ,- `� 521.6 2' �� `� X Q 6 Min. LIMEROCK BASE, COMPACTED 98% A� SI I (0 1' 1 �3Q ?� Cxi3h vegetation - a. I- "> p.p -.,k _, . �« .."_ .<•� . . - - �. ass e d bldg. aro <J j. �/• ,•.-',- \.•_.\ / •. ,`Z.' --r,-- .�.'_. _.. f\"_%\.... l•`'"m.,�, -�j\•w,. \'-i ',� ,-'��.-�.-�.-s.' ,\._�,r��?y .'\_/A"�,_,- _,J,, �\c� .�= \_ ,\, \..f< ' t`, D J 6 , � ,rte V P, - > _ �.__.__ __________ — ____ ___ ;... � r • -_ �, _-___�--- 9a, f, vnnp,, --.r, t ( No hoes or other landscaping will be removed clue to C ,= 12 Mite. `'i1'AF)I.IZf�D SUB -GRADE, COMPACTED TQ 9�i%Q I / 1 `a _J-- \4- ..-� ,."N/ ',4,-, ,/, -1 "v, 1 go C) construction. .� INS. ELEV. 28,9,1 lo' _11 � _- 7O.Q0r 70.0 )' _, �....--- !'z 2zT. w-= i C_ I 1 -[_, T.�� I I I F f ,• .._-- 150 WATT HIGn __ �_ - : a ;� �, r__Z j m � l` / ' ' I Ii PRESSURE SODIUM f I •/ ! ! f / TY �` If Y I ! V 1. �' <. !AIL �' ,_ WALL MOUNIEp a,_ 11 ... ' I t0-0 t _,.,�,__ / i I n ___ .`. Uteri FIXPURFS ' � t' �^ /1I '' -11 nT; - �T s1DEwnlr, I. VEL 1 �'nvEME%Ji 1_... a 1 ' c, _/__ - I ra f (T0,7 ­ _ j i �, ,I, —�— �, �r - ro _ RELocnlE PowER PaLE __ ___ _ _.__ __16.5' — ..___-_-- EROSION AND SEDIMENT CONTROL NOTES: i s9 ,._g o' f- 30.4 r & n0U SiREEr LIGHT (.C) ( m I) j'T'j 91 :--).,-_ 1.) Sediment basins and traps, perimeter dikes, sediment borders and other rnew7ore, Cl XIS I LNG, ,� / intended to trap sediment shall be constructed a, a first step in an lurid - J x �.„ �> 31.2 4 .J LJ - T l` �> ' j 11 "•a -„ �- ) , .M» { i J I 7 q - �,, disturbing activity and shcdl be trade functional before upslope band dislurbonre x \ brake, lace. br, td'Is d Io r e0t fret r„ il'On^ t le C -j CAPPED STllu OUT !J ra Z� --1 �i ' < I / vl� %fid ' \ / ;,, j ,I z ("r f'� x30;1} Ls9�_l / IM° a • . ,,`,, A '?...)serJirnent Control rn0asur0s are to c 11 t0 n. d and i „ ll tf'Ii 'J, ''�y 240' /6" P!hC. SArJIrnR'f INERnI, 1•- i � u 4i 1 --' f P / 1j c time of construction and ba consln,cted prior to any drarling Or dishirhanc0 of a4=- a". �m r - _ =_ ? v , r T, I ,s0 r "- '/ I t t f \ ; a existing surface material on balance a( site. Perirne.ter sr lit) nl barriers shall ha f r l I/ ,i `-GI.FAN OUT CLEnri;'OUT r Gr ' :,- Ta (Ii )> i Ut 1 cr' ^ - Q ' • • ..% Constructed to Prevent sediment or trash from flowing o) flontinq onto adin_r rel I / I 1 I �° c�� � z I § Ca '1 (30,21 z 1 f 1 � n , properties. P 1 I [ .o rn a , 30.5 ')' t__- 1 ° x C C) a i ;> i / o i rn >> � I ^, jp, „( P GPOSEC „ ;,, % I 4 • 3.) i ermonent or temporary sail <;!obilizotioo shall be applied to deoudcd areas II , , z F o «, x C J r� Q r=) ' A 01_1 • r, 1 r' :-t 2 i \ 20,0'•,„_. ,{ u),r a C7 l -r . 4 / within se'✓en clays after final geode is reaching qn any porliari of the site. 0 ,.;, if / %�• , c� f° ” ) -: -. �. �w x (%) I p 'J D1. Q U _•� c. Temporary soi stubilization sholl he applied within seven day; to denuded areas lI / f X K:7F1 z B.D'- _777 11A> ( , 7 6 7 ^' f wr T1 , ,;;, that may not be at final grade but will rernain undiOurbed for longer than .30 I r w 2 20.03Q,g� Fn i (�J < `r'; ° d POntanenl stabilization shall be applied plied to areas that are to be left Y ; ' ...,-.. / /� q c7 .. C7 U f{r I_'.-__ K 1 ay$. t f II ; , v 'f �n 10.0' �. �.0'-- r ri lr I / r. f I r�I ca,) �' ; W # 1 ,fit P.) `> .0 undisfurhed far more than one year. I Ifl ,/ EA - T 4 AC,PE'S OF QLQCI< /b 5- �-, (," (� �� U. "'" I %,,, 9 DUMP iER L n11UN ( I?G� . ; <' 4 A ormanont vegetative cover shall he estahlish0cl on clenurJed {Trees not nlherwise r: 1 -v U, �^"" '.! l "".i "�"+'" Ja,5 `. --._._ k 1 _ter s� / I� n:� ' •� _ �..., ' ) P i /' i�%I , M , SM 1 11 i � `_i `it,) H U I VI )I QN I { _� 1 ,� Tr 30.1 SEE ETNL . �. _ ermunr ell stabilized. Permanent vegetation ':;hall not be considered slublished II / . �r c> I� = 150 WATT HIGH- �_ �-'1 ,s 30.2 x L_.,_ 71, ) / � i,2.5 « �-_-,.,g.2-'--.._;,._-., '1o7.. 6 • P Y r- 7 t . r ; t• ^'� n n r ' � i r1 achieved t fr, vn in I I_.A 1 r_. ).al, 1 F A(ai._ 55 --<' d "� l P>> / - a until a aro incl cover ,r i., a h ev d .hot, in the Opinion o► .h . R • i,rr..r, i,, an f ern, ' %1� s .----�`"`--` PRESSURE SOLIUM � '� '� ,, II / ) ZONED �I-& � --_� _ WALL MOUNTED �I 7_. -,„.� �"" ",I �,,1 � I <� �' r r fJ nro!ure enou+)li to survive and will inhibit erosion, 11 b I ILL-__­_ �, LIGM I'MURES - _ .�` m "�/ w� 5,) Surfnce runoff from disturber) areas that is comprised Of flow fron) drainage •o ; / �sp -- I A ° • a . area, reolei lhlon or equal to three ones shell be controlled b a sedinr0rlt �' II �''� ° t ^ f { � ` ;.1 . '°P EXISTING � <7 9 t Y ,011_ BORING AB -2- (� ° , /-�).r),f < '-�: p -- -1 4 _ �.�� 11 . "' basin. file sedim0nt basin shall be designed and constructed to accomociote the ;. r ^_- 30,2 - r __ -_�- f 11 �c,1lsJ I .I, III r� ` Q, - -- ` - -...__ - -....,.. _..__--.-__ ..__--___ anticipated sediment laarlin(J Tram the land -disturbing raclivity. The outfall device of I 0 r. ; V I am ] I29.9 /r - �� i 6 system nsign shall hake into account the iotOl droGinge 0610 flawing through Lhe d ,II 16" OAI< s t 1 (3o•i yo o, dish.rrbed area to tau served b the basin, �"Il ,I," I I „ �,,, , „„ - - - - - ., .- _ PLAN �i i'v Uig AiVY Or�(V ri, Ft Qil,�)JRINUI any skinificrant. rainfall, sedim0rit control structures will be inspected (or I i __ -__ - _ . :5 26.7 - ESTRUe, L .i 1' L� 1 "x ,5 " Ci', f>S FEN:i,,G •lU�' -STEEE OfAWijt;&Jrity. Any damaged devices shall be correr t. d immediately, - _'11 I `., j' r 10,0' �, %0•C)C) %0„U�� fYF, r' `� 4f'/ X 4” /'.f: FAr)MC. r/CLLR£R£�(N��{);UJgnrerdrakecl runoN shall not flow down cut or fill slopes unless; canlai!terl willun 4 _ _ dJ£RT. FROM AN. Ir`lD I off ? _ a . - -. .« __ ,. _ c, I / - - -- CP r it r 1 r I -, _ _ i EWG TY i lee . Ott. to n ornt ar Permanent Channel fluuta or slo e Jratn sknic.ut0, •cs I ✓ - --c,/-`""`"" �v [zJi { -'O) i ,^v Option: 8' G'oncr`ct� fi4.'r l< 14�ni/STRIIC"F (L,J! 1 P y P P . 2 (' ., �Sr.iJ PR )C EC) ��„ 1 z \ ( ) / - AUAL FNc,. U� fljUhenever water seeps from a shape face, adequate dsainace at olher prolacliort ll I;/ -- _ I_ —_ __ ____ _.t ___- --„ �� r . . _ _. �___ _ 301 i -.: I.._ __ _.TlpirleneJ .luta (n,.lur,�ry, 17Cfrlscr`Jf Or�T c f r q J f a , elf <.? C/0 r; ��, J , �- - - ---- - - �jp I _ . __ Etc ,'i r,i, ,all he provided. '1v INV. ELEJ. 2+1.5.1. \ J0 \ I � �,' -'-•6' '71EFS4 801.1A iO 9.) ';editnent will be prevented from entering any storm drain system, ditch, or 1 i . ( I \-MITERED END SECTI # . -- ""----_--•------ _ T_ ._ - -- I aZ F F/LL!_0 fY/�'CJNG'R-'7C chonncl. All storm sew0r inlols )hut are made operable chirim construction shall 5' LANDSCAPE BUFFER , NI l SOICBOfttriL AB � r r 11 is ,„ INVERT ELE'/. 28.9 I I i1 c.. I -7 c, r b0 protected so that ,sediment -laden water cunnof atter the ranveyruu,a system l f _ ` � I 6" IN/C'It G'ONChf'1< alAf7 without lits) being filleted or otherwise Treated to remove sediment, SII , 63 I 1 r r, W/7/f 6.vG' 1�/1G Il.f{:,tf. l0.) Uefore temporary at, newly constructed stormwater coriveyonce channels are mode OilL1 0 ` N ('F NC r'd f t 1 ._. _ - C• ) w 2000 PS'l CONC. Af/N/A•lL/A4 ,ER,.. f .) EtfL)4 - i r operational, adequate outlet protection and an required temporary or Ptrnonf,4 �, I I \ SODDED WEIR (SEH DETAIL) (_11 (^) ! channel lining shall be in ;trilled in bath the conveyance channel anrJ recaivin(I IPlVF.Ri LI.IN. 29,6 [ ) _ channel. ;�( DRAINAGE RI-TENTION ARlTA Ii 1 ,� Cr r. f\J axil ` I ,I \ D r . _�- (:.J W F j elf > FriI ( (OP E.t.FlnTION Z9.9 ' co' < , is D4 �� ���� .I �' T101h/ 11.) 1°(hen work in a live wraterrourse is performed, precciul.inrt; sha!I be taken to I I - '- JI m ; I I .I BOTTOM ELFNAIION 28.3 ' . i (J�t 9� ,17 V minimize encroachment, cunhol sediment transport and sblb,lize the work area to W(l�D UIILIiY POLE. , OUfFALI aiRUCIURE-�, r,) < -,j �`� n.t.s• the ,)realest extent possibfr tinting Construction. Narlcr0dlhle n)atr;rial shall be I \ SEE DE:IAIL �I--, (TkICAL) � ;� I I �\s I C.I'l �L � used for 1110 rotstructiOn of coriseways and cofferdams, Earthern fill may be used I -� ' for these structures if armored b nonerodible cover muteials. i I ' Y Krrll it �` ' " _t rel C./l%I/ %, I/� I Jam•- II \ t � \ I I � CS)w c I 17..) The bed and banks of a watercourse shall be stahilizct<I irnrnedicatrly aftni work 1. - I 1- T)V OAI: �\\ z in the watercourse is corrlTlete(, . ll \ I � " Iq ��� 's `r 0 13.) Periodic inspection and m6otenance of all sediment conhol strurhiras must be \\ i " J Il �t,&s ,/� I I ; _1-1 provided to ensure intended purpose; is accornpl, •h^d the Developer, Owner, and 1 ,' `' v E�� Tlr) B, (BED_r /C 1 or the contractor shall be, continual) res onsible for rill sediment leavinc the ,ll I i ' .0 __ - ._- _ , _ -- _ __ _ ____ __._. �_. _ PIKE, R ICE I'(, ,) I r � �. �-) property. )ediment control measures shall hr in working condition af. the end of <� z /li a each working day. _ � _ 1 q r; If ,� s ry,f `i, ` �._ ._.,..._,.-•-----• ----� -�•' �r- iOP OF BErtM -' ��-.'' ---'�'�'=�•-':_�� � TOP Of' BERM I �,C�' z I ` �.r IA,) Wlrerr, Construction v0hi01r. access rattles intersect paved public roads, EXI TIt ; T11�R METER r' \ ____ -- --- - F - - - - •'`-_°'- ------ _-_ _ w ri UV PRO(ECTEU '' s, ---,•r-- �2' `.J1Ik: FI El F.X(S[ING 1 `tp / � ' `� FIBERGLASS SKIMMER provisions shall ba made to minimize the tronspart of seduncnt by tracing antro / Ar9fiARf IIEI�SiATION <', '�'-'•-~•• -- - "-- — �`- --"T- . ,r. _v. 'i - �<_ �, =`A the paved surface. Where .>edirnent is transported onto O puhlir, rand surface with \ T r r s - X -X X -X -i /\ X_X_,C.-.; . , \ , \ >C-,< %. X ,< a. Y. -/, / - i DEDI,AT. 40x10 TO i "I;`__X_;{_..X__\ __\�__y_ . _• 1--X-X X-,/- X= -,< rC-r. ,`/X-. `,� -X i< X - /-� " \ I curbs and gutters. the rant shall be cleaned thoroughly at the and of each day. 01-1 it CITY OF `,AiTFORO FOR / \\\ GRATE `' ,� T,- ' Sediment shall be removed front the. roods by shoveling or sweeping and tions -- 11 EXISTING i.IIT SIAIION I i A ` •, ported to a sedirnont control disposal area. Street washing shall 6a allowed only 4 S �;,7 )7" W - 1 i / � :/-,\ m T after ndirnent is rornovori in this manner, s if / tNSTnLL SILT FENCE PRIOR- / C' I f I ` f \ l(1 l p. this provision shall apply to individual subdivision lots a;, wall a, to larger r land �• 'III] ) E Pi Y g 10 START or CONSIRUCHON �JIJ �� �J$ II G ! 0 ^ 8" 1 Fl `i dislurbiny activities. N 1 I --ADT) SIRF,EI lJGuf 10 1 0 11 �-•EXISTING LIFT STATION ! ' I 1 c?"'s EXISTING 'OWEIR POLE fl T-) I13.) All temporary erosion and sediment. control measures shell be rernoved within 30 �� \\ ,_ •s; 1) days after final site stabilization or after the temporary measures are no longer q 11 IOP ELEVATION 30.13I Ili, /� ,°- 'S, ,• -- needed, in the opinion of the Reviewer. Disturbed snail areas resulting Tram BOT10M ELEVnrION 10.48 '~ x / '6. \\ i' __ au~ _ ,�,. �„ �__` ! `� P the disposition of temporary rneasues shall be permanently stabilized to prevent _ �5'U NOSCAPE BUFFER \ :a '"`- , „ A �U `____ _ _ . , " E - be-- ---- - Uu -- - - _, r�u `r�l <'� �' 7. Pra piths and waterways downstreorn f n, tr cli ^iton, rr ll I r t rt d — --- � ... ::— _•.__ Ou ----- au - -- `� l; -_). '<�� C ) P t C __ a „ w _�IJQ -= �-'�� viEv� from sediment deposition and erosion. ' 14.62 r r ' , 2 _", ._ r1u-------- CIU -.-�` uu - - c� v\ 18. Phased projects sherdrl be cle n 1 t' r;anstruction of Tech phrtr;e. *� 7 0 2 2 F) E ----4' 0"---^ , 19. Erosion control desi n anti co011 r t°I a t a re(ilirements in Indey Nos. TKA - -. _. UU �_?��._.pU _ Ill., ---- []U --.fop-- ---- qU -..__- pU - -; ".... f1i1 ) (J / , .) 1 �. _.. uti---._--...-_, CIU --- illi —_---___ n4J - r�r�p - OU .� �,_ m �. ,` ,\ g �' 1(� - °� �`"`' <" T�;, 101, 102, aril 103 of FDr.)f fr Ji ,' cif'[ e,ign Sfandctrcls. G 01� 'A <c -"-2 4 " 1 " % . ... .... __- __ --- .._..__.._ -_.--- -- ..... .........._ _-_. ;: ,.... rs Z:-> ra TOP ELEV. 2) 0 - - - �_ -- F - WEIR INVERT MAY 1 .2093 g,� ? j� -- i��r F snN`alzu __ i.— ___ �- -- �,'1 I TI f A �/ �.! U 0' f ��1 's, i� 11 r r'�37 a �s LIFT STATION / / �. `,,, _ .� ?w ?a _ ... m_ _ f' SKIMMER 1t IV. _ C_ -- - �1... ,;0" �____:,..,,_.•..,_-. .-..._,.,....._.._ T,,.,�...-..._ .»,......- __ ____•�«_."�._ .�«..,.�..�... ,.�,....,..�... ...,.._.,...�..,_. ,� ELEV. 28.4 -I- -.. __�. z , ! \ J ^�.• 1. �� ln��� V rr/ "1 / � C(� .° I �' \. V: f �� - ` /'" `4? 1. T FIE DEVELOPER SI TALL CONST RU(T RECLAIMED WA[ER DI`' �, I s, �, I.B.M, -DROP Ir)l.Ei� 17_„ P.V.(:. --. r ? '�, ..", � > ) - C; L TIF.' 'f f{ PROPOSED DFVF F I Adf7 r; rRIBUTION �, �f�% % [oF ELEVAHON ?.6.iu �_ I kyr",r' • FA_I.I _S 0 THE_L.0 MF.i f AWL) f0 EA..I I LCI nFl[:) ,.r ! If 0 l Fw* � ZONED RI --1 INVERT ELEV. 23.6 t /' IRA('[ WITHIN SAID DF;VFI.Or'h1ENI. /�_ VArANT__J..3'-----1­3.0' - . _.._...,1.3'____.- a. ff �""• �-> " 1-1 • s � � I PIPE 1rJ`dFRT 'GU I. SOLID 'WASTE. SERVICE PROVIOrL) BY CITY OF SANFORD. , ' �o L_.. '�• ;,.']--_ _-F FN 25 2.) A rUI.I_Y AUIOMAIIC IRRI('ATION SYSTEM, UTILIZING RECLAIMED WAIEf2 c r L,• 0 , r r' r• r ,' f i . . All url � co 1sT zu .1 i N B J DE cRouND. _�tt . N 2 L L l l N i( ALL E N R -'I r I I ) FF I �FIAL BE IN , in l F Y F 7 n F 1 r 3 THE _ DFV OF ER � 0 ,� 10 PF OV l ) I. t IJ_ (n. 00 ;5- ALL CON`IRUCTION SHAT) CONFORM TO CITY OF < I �'� -—-„-�••- `t COVE RACE. FOR Al_L LANDSCAPING IfdCLUDiN(r HEDGES, IREFS, AND ?ANi QIZF� STANDARDS AhJf) >F'1:.(11FICATIONS. - - GRASSED AREAS, FOR T1TE PROPOSED [)f VEl_O1'MEr1T APIO EACH L_OT RECEIVEDT T ” r.__. S'0D AL!_ .- I APTL) 'iRAOT THEREIN. >3 �, 4. flfE FNGINFF_'R OF'RECC)tdr) ')61nLL SUBMIT A SIGNED & M.M.i✓1MSMI�I1 >t.)F�DIVI�ION _ ( FRONT 1r/��i-DEF_PE.PI DRAAROt1ND •,�, SEAL ED,, LETTER UPON COM1 L,E[ION OF CONSTRUCHON, PLLAT BOOK 1, PAGE 55 I- I" ItiLET 10 PROVIDE MIN, pp 1�r�p iU'CERTIFY ;a,\LL IMPROVL•MIENfS HAVE BEEN IINSTALLED (FROM SURVEY 1 ri .-. �_.I / (reoolrlET) rnOI rrr'E 'c') Of 6" CLFARANCE TO TAKEBACK CAI•(. ULAHONS: mN 01 2093 & CCA'IPLEIED IN ACCORDANtiI WITH THE APPROVED HAVING CONSULTED THE NATIONAL FLOOD INSURANCE PROGRAM FIRM, 'r- ...9I � p,t•s, IT4ffOht OF SI!IhtMER I— I F'LANr,:>PER t_DR SECTION 7_1.(" I HAVE DETERMINED THAT THE 5UF3JFCT PROPER l'1 LIE:S IN ZONE "X" 4 -_ SLE �29<6 __ 1 � TOTAL_ ACREAGE: 4.000 ACRES-: - _ _. F). QWt;IT•_R/DEVELOPER ACKNQ611 EDGES THAT APPROVAL IS NOT A SPECIAL FLOOD AREA PER FlI2M PANEL I Z(i2.94 0045E DA fFi) I I I l I I L. • ._III / %%/� / /'/ / / _ % IRRIGATED ACREAGE: 1,771 ACRES± ; • FOR':PHASE I ONLY & SI IAA I , OBTAIN A NEW SITE PERMIT �1 0 C.../ / / A. L 4�„_ ! ! \r d,«.. L / POTABLE WNIFP USAGE: 4,70 OPD APRIL 17, 1995, CITY OF SANFORD, SF_MINOI._E i-:r)0t,J i'r', FLORIDA. PRI0R r0 CONSTRUCHON ( hal PHASE IL r'r.t.. RECLAIMED WATER USAGE: 375 GPD 6, FH1 t3UIl.DINC,S SHALL E,I F IRt: SPRINKLED UPON �-�/� 7� M / SE`+VER IJ3nG(: 575 (,1'T) (lEi Enipl,tyee5 x 25 Gr D) cr.)r1 tRucrlr?N ON PFIArF lI.! .� (�,iJDI- 1„1'/, IR D�/ '�11L. r v - - - -____ «-,,-,-,-„_,--,_ --",-,-*",-,m_-_-„_,-", .__.,. __.�.__w. 1. 1. .1-1-1--l—. _U �•. . . .. - ._.,._.0 -..., _._... __ I.0 r.).. 0 .G 11 Ls. I� �., LLL Q � n L G)' ',�1fxi LY.,' Pr,:_ Q z_ 11'.8 r,,n Lr! Ip''Ixa fi.} �r J_ 11-1. .- <(_'. _ Q(, ()_� r) C- ;' z 1, 9 cr < W. rt. 41 t.,.! Ifto °ML � i1 -1 0 0.,•, E __a ». �! ,_,_ c' [.._ 1_x,1 V) 0 (� Q) z ..) J ` D V) 0 f -,) (.,d«., � Ca x _,,,.1 'al (1« 1„a«) 1J._! ' 1�.• AJ ' <( EY_ . `) I-- I V 11 a.,„T I„ :z < a - � .ml } c' rr G 3•.� F, ' Q j ,' I.r ll .1 �3 liD W „i _' _ . k r . Q rte, 1, !J Jla. U, rk N 7 1 r. E - ” a r., 4 (.�G I 01 .. (Y.. I'd.. ,, -I -1 r.) ,ia `' C•I1i' - r i( i �.1 r, I I II rip u) .,,. a :. �,. I- (,1 I' ri t I I F __:- �:I �1.. ,1 .,.:..:*�.: .1_1/1�.( ”.;:: i)P) �✓ .... R , , _ . �,.; 1,4, ,,�11 T i ,� 1 . 1, ._'.',:,-::-�y I I.,.:{ "" .. a _ . F ,,,�­__' 1(A i' I , "� � It J .�.':.: %1 . I .�,,__ ,_._,. •,_.�. 6 44 i 1) c. i #,a.! ,V) 4 q) I 7 . % / � 1) I ,,,w ��{ (P T! 'q) . I (.1 W o � `­ [ I _J� j t- X z S -T CALr__ 0It50 rnUia. 0WU(� W I" 0 0i-2 z F_ �� ; �z I r �,ai W ) . L-0 I—'I)ATF.:- -._ �o:iccrolu . i yj W °It7 - .a - U Tri (J IC J r'• J„ 11 i,U.a kl _, y (� 9 � i ca <.w i1 r � _..... 1_) (, A Y Y r Y .... • I IJ. up .T" i L, fr IJ t o r�� G r- O #`!1 1 �. w 1.rr-1. psi � n , ) tr1ld Z !Y r. �- - q Li i / 1`1 r .la(' -I' \ W 6.(e> ) i ' 'r4 r) 14 (� �, 4 ,r t, Y ) u.:C r I:) F � � rp {� t, - 04 @ ir: 1z'.).3��1�'r` , _i.. �rV'r..l 1, > ' Io, z � u, m w OI )[ ....�.',','.',*-�"-,*�-:�,.,..-�.�.,.-.__,..�.-,���. � . .I r..._. > __ _._._ A `: ) , -1. i - - 11 ___ - - ---,-,-- ------ ---------------.- I ,,1.,, I .1I .,,_.k_\/ARIES--- ---6. 4-' _ _ VARIES -----•----6.4'-_-.___.__.-. ' O� TRU/ON NOTES: T� 4"0' SOD ALL SLOPES "'-� P - *' -�•° Total Area 17},144 Sq.Ft. 4.0Q0 Acres 1.) "THE CONTRACTOR, PRIOR TO CONSTRUCTION, SFIALL FIELD LOCATE ALL EXISTING I SEED ,Sr MULCH F30TTOM Drainage Area 63,173 Sq.Ft. 1.45,0 Acres ----•~-- UTILITIES WITHIN OR `_ URROUNDINC THE SITE, FOR POSSIBLE CONF-LICJ ,w, 3 TOP ELEV. 29.9 ` " = EXISTING ELEVATIONS , 4 i \�� \ \ \ cs PHASE I 2.) CONTRACTOR SHALL USE STATE RECOMMENDED °BEST MANAGEMENT PRA(;'HCF,S \\ r �` { \'' \ _ Building Coverage lr),500 Sq -Ft. 6.0% TO MINIMIZE SOIL EROSION, SILTATION, WATER & AIR POILUfION AND SFIALL_ 1 l/, / \r/ ' /�/,� ,/, CONTROL ELEVATION 2�3,� /�' // "31.3' = PROPOSED ELEVATIONS Other Impervious 14,210 Sq.Ft. 8.2 \ � -• r r r •.' `�` �____.� 0 ELEVA P Retention Areas �� �� PROMPTLY RESTORE ANY SUCH DAMAGE. (SEE EROSION CONTROL NOTEa), c :'"��_•-\='- E;iISCING \�/\ \ \\,\, 17,055 Sq•Ft. 9.8 e "A lk� l - � GRADE //\\ \, , Green Areas 132,479 Sq.Ft. 76.0% 3.) CONTRACT9R SHALL RESTORE OFF-SITE AREAS DISTURBED BY CONSTRUG710N TO '1 ' _ /'\, \-� ,-1111111 EV 8 //\ i «__ = EXISTING CONTO RS �\ BOTTOM ELEV. 201.3 \\ // 2%7 --- --- "_ r ] ORIGINAL_ CONDITION OR BETTER. \ :1 it\ -r ^ P1 IA, II (Totals) r/; /;/�/:/ /.////�%� / \�� x i�/ , . Building Coverage 2"1,000 aq.Fl. 12.01 ;, 4.) CONTRACTOR TO MAINTAIN TRAFFIC FLOW DURING CONSTRUCTION, I �/, //•, DRAINAGE BOUNDARY Other Imperviouz 13,755 Sq.Ft. 7.97" I n.t.s. Retention Arecis 17,055 Sq.Ft. 9.8% 5.) CONTRACTOR MAY MAKE MINOR ADJUSTMENTS IN ALIGNMENT Fi GRADE T0, AVOID i. - - DRAINAGE FLOW Green Areas 122,434 Sq.F't. . 70.3% CONFLICT WITH EXISTING UTILITIES, STRUCTURES, ]REES OR TO BETTER MATCH WET SEASON WATER TABLE ELEV, 26.0 I EXISTING FIELD CONDITIONS. _ __� _. RETENTION V01._UrJ9 PROVIDED TO ELEVATION 28.9 - 11 F u--__y._-..;�____;�,__ X, SILT FENCE Tax Parcel y26--ig 30'-5nE-73nB-Goon (Ea t 4 Acre;) 6.) CONTRACTOR SHALL RECORD AND SUBMIT TO PROJECT ENGINEER ACCURATE AS I ,538 Cult. BUILT INFORMATION. I DFTf• NTION VOLUME PROVIDED TO ELEVATION 29.9 = 21,386 Cu.Ft. = TRAFFIC FLOW Project Zoning: City or Sanford PD �"0'� Project Land Use: Manufacturing RETEN 7�ION A R�� SEC TION Cid - EXISTING TREE TQ REMAIN Parking Required: First 4,000 SF = 2 Spaces 1 12" OAK I 17,000 SF / I,000 = 17 Spaces, Total = 19 Spaces 6" i Parking Provided: 20 Spaces including 1 Handicapped LANDSCAPE AREA i PAVEMENT Water Provider: City of Sanford Utilities 4, frJ I I I ---••- I l i --- I I I --- 4 7__*7 , ,I � ( Sewer Provider: City of Sanford Utilitir 1 ; i Soils - S.C.S. #29, St. Johns (°,c EauCollie Fine Sands 11 -1. ELEVATIONS ARE TRUE BASED ON SEMINOLE COUNTY B.M. l/ 2584101 ELEV. = 31.487 MSL AS PUBLISHED. ALL CURBS & ROADWAYS TO MATCH EXISITNG IN 100 Year Flood Plain Not Applicable 'To Project - r� ACCOf:DANCE W FDOF AND LOCAL REOUIREMEN11S. I ON SITE B.M. = TOP OF CATCH DRAIN NEAR THE NE. COR, OF PROP, ELEV. = 26.18 MSL AS SHOWN. 1, iu Owner or their uuccessors will be responsible. for _�, r,t,s, maintenance to storm drainage system cis approved r CUR/" i / / ©� / )�/T / / �� for construction. Recommend nrinirnurn weekly check B R \ ,� ,/ ,f-•3 j (__•, ! , <, '^„" ""'."` „'••^-,� ,••_ <, �', t'.,• for debris clogging o�-rtfall, bi-•manual flr.rsh of pipe j fou --, -.� `�, p<, • ro �s and mow DRA crlid remove clippings as required. I Flo y_ ._ / ' i Owner: Mr. Dave Russell /;0 _-- / I ,� .," 136 C)eerpoth Road . / 6 ' "I K'"` / , I � <1> De9ary, 1't. 32713 eI / �. / I `' ,� p, • s si (407) 1 6,68.0136 M _.,,• ...m.. - _.._ ...- i:`,'A // r / / ' fi I Engineer: Bryan Molyet, P.E. `yo, 1 I REtr1AINDER f BLQCK 7£3 a / �� � 110 W. Mich Avenue f / I',/I.IC SMIT S SUBDIVISION `,r , DeLand, FL 32720 z �, I /� ZONED RI -1 // PLAT B3 K 1, PAGE 55 / „ OAK _`�). - (386) 740--1454 �``(''co ,1�cs°r LI VACANT / // F � a Developer: McKee Construction Co. s' "�, x } i ,,..,.,„ .,..., ,_«....,." ,..," ,,.., .....".�« _-,' __1 f � ) 1 2290 W. Airport Blvd. `t,,'t,.s'' I .f �� , 1 PROPOSED 2" Sanford, FL 32771 I2" OAK '� „ OAK WADER METER �% (407) 37.3-1150 I �� �, \ 4i UACKFLOW �-FUTURE 8 NATER MAIN j o� / ' PRF'JENILR BY OTHERS B d d 1, ' f f' I ..---.—_.,.--._.,-.._..-.__._-..._.___-..___".....-•---.---.-- -,.-_ ,...._- _...,..,,.—__,,.____.___ ___ Tax Parcel /126 19 •_3C)-,.5AE- 73013-0000 (Ea., t I Acrr,$) ---•-- IIANDiCAPPEU PARKING S1(`H' / 4° 2' 4� ` FIP-'2.5 UR FIP• 26 PER 'ACCESS RAMP PER ::fi ( (DCII INDEX #'113.55 F401 INDEX poi �,;:sic'; I'' 11 ". �� 1:12 MAX. SLOPE '` , --r - p - MING Er/ ��`; -�i14 _%_.-p A ', ..T • ��-1/ eMla ► . p',# ' I- cY! _..__._.�,_.- ___.._..._._,_..5 �._..__ _�/._'_,_t_: __.. _ \` 44 \ / _ --- � �______]_ F, iIQI��,61Ii,_1 %t. 7.CONCRE,IE ORD 5211�� CAR 'i)OI' \ !••• v\ -__ 1. . 4" 2" 1„ c, I 'C �� [I,,'... \, 1 it \\ 7� ) c �\\ r�; ' "-�:: r: ; �� �� .\ \ _�.�. � WILLIE, SfRiPIN(,.._/ \\ \`/ \, ' r % , , (4" IY( ICM_) .-fv,.1 willrE HANDICAPPED-/] J.- PdARKING IS 01'110194, '�;.i�' j' OR 5' NIGH , _ ._ __i2' 0^ ._-_„_ F)' 0^•_,• --_•10' 0"-------- ...,' I IANDICAPPIw•I) i�AI'tIDARD ,• c "r AU. PAVEMENT MARKINGS ARE TO BE TRAFFIC RATED Fc INSTALLED IN ACCORDMICE WIiII FD,O.L SINdDARDS Ac SPFOHOVATIONS. 13(Ul. SIRIPING iO MATCH SHADE 15160 OF fEDERAI. STANDARDS 595a, fl/C SIGN 10 BE SERIES "C" BLUE W1111 1" LEIIF,RINO. " <` C ALL,. fRAtfIC CONfRo1. ,LGN, �Ilnl.l fiF. EADRICAIEI) IL,ING 3M LrRANG "SCOfCfILIJE •.,tIEEIINC ON MIN. 0.0114 GAUGE. AIUMIP1UhJ. ALI, SIOi' SIGNS SHALL BE .30" OCTAGONS INSIAL11) ON 12', albs./fl 'll" CHNINEI, POSTS (RAII SIEF.I. ONLY) OR 3" x 12' R411NI) AIIJMl1JIRd DOSIS. "U" CITMIPJEL DOSIS MAY FJE 11SED FOR AIL ;IONS SMALLER IRAN 36" x 48', wARillhlG SIGrJS 30"x34". 11.1.5, P11 J�c�� LNG DETA /� .-' C: -- 12" (n'1 t' J - @ 6" VE:Rf ICAL C,URBINC' , (lYl I(AL.) A � r p- v h Ir , t ;R. r7l 1"' r U'.. 1 L(Lvt -it ii r"llrfl ILEI ,� ,, 411 IL 1l ti9� �' C� '' • r (Uc, z ; fr n i' ; T t'' c I �` 1 11 ]- I n 7t �d , II -[I / / / / / �' , �'/ / / _.' / ._ /111 lI( I-tIL I L -I, ! / I./ �.�/ I : / �, / I./ I./ .�,.7 I.'/ I -'i I� I� lU {11'111 IT-irr rlr 7L fir , - x \ / � \ / , l/ ; \ / \ / ,) +h7 itr 1JF111T �aF"t] til I.(I iv,;il, IIi„1111i'iloii1 1111Illlllllhllll),,f1'j' �Ii11111t71f11Tf�l�lIl -lfi i�41i-11�'r•�.I }t>)( -A ..-Ii1...11�1��.1114[��lf . 11i 1111,;iilll;;;lll,,,llk,r -U ", i -5' LANDSCAPE BUFTER '_1 _.�--- - oun ary an opo in ormat,on taken torn survey ?y ., , , �. ` 1 ___y____ �q �,� Roberts Surveying & Mapping, 185 N. Country Club Rd.. A 1,-1 �2 Mir). T>'PE S-3 ASPHALTIC CONCRETE O '•r7 t �, , - c,, <. ? Lake Mary, Florida 32746 (407) 322 -2213 9 ,- `� 521.6 2' �� `� X Q 6 Min. LIMEROCK BASE, COMPACTED 98% A� SI I (0 1' 1 �3Q ?� Cxi3h vegetation - a. I- "> p.p -.,k _, . �« .."_ .<•� . . - - �. ass e d bldg. aro <J j. �/• ,•.-',- \.•_.\ / •. ,`Z.' --r,-- .�.'_. _.. f\"_%\.... l•`'"m.,�, -�j\•w,. \'-i ',� ,-'��.-�.-�.-s.' ,\._�,r��?y .'\_/A"�,_,- _,J,, �\c� .�= \_ ,\, \..f< ' t`, D J 6 , � ,rte V P, - > _ �.__.__ __________ — ____ ___ ;... � r • -_ �, _-___�--- 9a, f, vnnp,, --.r, t ( No hoes or other landscaping will be removed clue to C ,= 12 Mite. `'i1'AF)I.IZf�D SUB -GRADE, COMPACTED TQ 9�i%Q I / 1 `a _J-- \4- ..-� ,."N/ ',4,-, ,/, -1 "v, 1 go C) construction. .� INS. ELEV. 28,9,1 lo' _11 � _- 7O.Q0r 70.0 )' _, �....--- !'z 2zT. w-= i C_ I 1 -[_, T.�� I I I F f ,• .._-- 150 WATT HIGn __ �_ - : a ;� �, r__Z j m � l` / ' ' I Ii PRESSURE SODIUM f I •/ ! ! f / TY �` If Y I ! V 1. �' <. !AIL �' ,_ WALL MOUNIEp a,_ 11 ... ' I t0-0 t _,.,�,__ / i I n ___ .`. Uteri FIXPURFS ' � t' �^ /1I '' -11 nT; - �T s1DEwnlr, I. VEL 1 �'nvEME%Ji 1_... a 1 ' c, _/__ - I ra f (T0,7 ­ _ j i �, ,I, —�— �, �r - ro _ RELocnlE PowER PaLE __ ___ _ _.__ __16.5' — ..___-_-- EROSION AND SEDIMENT CONTROL NOTES: i s9 ,._g o' f- 30.4 r & n0U SiREEr LIGHT (.C) ( m I) j'T'j 91 :--).,-_ 1.) Sediment basins and traps, perimeter dikes, sediment borders and other rnew7ore, Cl XIS I LNG, ,� / intended to trap sediment shall be constructed a, a first step in an lurid - J x �.„ �> 31.2 4 .J LJ - T l` �> ' j 11 "•a -„ �- ) , .M» { i J I 7 q - �,, disturbing activity and shcdl be trade functional before upslope band dislurbonre x \ brake, lace. br, td'Is d Io r e0t fret r„ il'On^ t le C -j CAPPED STllu OUT !J ra Z� --1 �i ' < I / vl� %fid ' \ / ;,, j ,I z ("r f'� x30;1} Ls9�_l / IM° a • . ,,`,, A '?...)serJirnent Control rn0asur0s are to c 11 t0 n. d and i „ ll tf'Ii 'J, ''�y 240' /6" P!hC. SArJIrnR'f INERnI, 1•- i � u 4i 1 --' f P / 1j c time of construction and ba consln,cted prior to any drarling Or dishirhanc0 of a4=- a". �m r - _ =_ ? v , r T, I ,s0 r "- '/ I t t f \ ; a existing surface material on balance a( site. Perirne.ter sr lit) nl barriers shall ha f r l I/ ,i `-GI.FAN OUT CLEnri;'OUT r Gr ' :,- Ta (Ii )> i Ut 1 cr' ^ - Q ' • • ..% Constructed to Prevent sediment or trash from flowing o) flontinq onto adin_r rel I / I 1 I �° c�� � z I § Ca '1 (30,21 z 1 f 1 � n , properties. P 1 I [ .o rn a , 30.5 ')' t__- 1 ° x C C) a i ;> i / o i rn >> � I ^, jp, „( P GPOSEC „ ;,, % I 4 • 3.) i ermonent or temporary sail <;!obilizotioo shall be applied to deoudcd areas II , , z F o «, x C J r� Q r=) ' A 01_1 • r, 1 r' :-t 2 i \ 20,0'•,„_. ,{ u),r a C7 l -r . 4 / within se'✓en clays after final geode is reaching qn any porliari of the site. 0 ,.;, if / %�• , c� f° ” ) -: -. �. �w x (%) I p 'J D1. Q U _•� c. Temporary soi stubilization sholl he applied within seven day; to denuded areas lI / f X K:7F1 z B.D'- _777 11A> ( , 7 6 7 ^' f wr T1 , ,;;, that may not be at final grade but will rernain undiOurbed for longer than .30 I r w 2 20.03Q,g� Fn i (�J < `r'; ° d POntanenl stabilization shall be applied plied to areas that are to be left Y ; ' ...,-.. / /� q c7 .. C7 U f{r I_'.-__ K 1 ay$. t f II ; , v 'f �n 10.0' �. �.0'-- r ri lr I / r. f I r�I ca,) �' ; W # 1 ,fit P.) `> .0 undisfurhed far more than one year. I Ifl ,/ EA - T 4 AC,PE'S OF QLQCI< /b 5- �-, (," (� �� U. "'" I %,,, 9 DUMP iER L n11UN ( I?G� . ; <' 4 A ormanont vegetative cover shall he estahlish0cl on clenurJed {Trees not nlherwise r: 1 -v U, �^"" '.! l "".i "�"+'" Ja,5 `. --._._ k 1 _ter s� / I� n:� ' •� _ �..., ' ) P i /' i�%I , M , SM 1 11 i � `_i `it,) H U I VI )I QN I { _� 1 ,� Tr 30.1 SEE ETNL . �. _ ermunr ell stabilized. Permanent vegetation ':;hall not be considered slublished II / . �r c> I� = 150 WATT HIGH- �_ �-'1 ,s 30.2 x L_.,_ 71, ) / � i,2.5 « �-_-,.,g.2-'--.._;,._-., '1o7.. 6 • P Y r- 7 t . r ; t• ^'� n n r ' � i r1 achieved t fr, vn in I I_.A 1 r_. ).al, 1 F A(ai._ 55 --<' d "� l P>> / - a until a aro incl cover ,r i., a h ev d .hot, in the Opinion o► .h . R • i,rr..r, i,, an f ern, ' %1� s .----�`"`--` PRESSURE SOLIUM � '� '� ,, II / ) ZONED �I-& � --_� _ WALL MOUNTED �I 7_. -,„.� �"" ",I �,,1 � I <� �' r r fJ nro!ure enou+)li to survive and will inhibit erosion, 11 b I ILL-__­_ �, LIGM I'MURES - _ .�` m "�/ w� 5,) Surfnce runoff from disturber) areas that is comprised Of flow fron) drainage •o ; / �sp -- I A ° • a . area, reolei lhlon or equal to three ones shell be controlled b a sedinr0rlt �' II �''� ° t ^ f { � ` ;.1 . '°P EXISTING � <7 9 t Y ,011_ BORING AB -2- (� ° , /-�).r),f < '-�: p -- -1 4 _ �.�� 11 . "' basin. file sedim0nt basin shall be designed and constructed to accomociote the ;. r ^_- 30,2 - r __ -_�- f 11 �c,1lsJ I .I, III r� ` Q, - -- ` - -...__ - -....,.. _..__--.-__ ..__--___ anticipated sediment laarlin(J Tram the land -disturbing raclivity. The outfall device of I 0 r. ; V I am ] I29.9 /r - �� i 6 system nsign shall hake into account the iotOl droGinge 0610 flawing through Lhe d ,II 16" OAI< s t 1 (3o•i yo o, dish.rrbed area to tau served b the basin, �"Il ,I," I I „ �,,, , „„ - - - - - ., .- _ PLAN �i i'v Uig AiVY Or�(V ri, Ft Qil,�)JRINUI any skinificrant. rainfall, sedim0rit control structures will be inspected (or I i __ -__ - _ . :5 26.7 - ESTRUe, L .i 1' L� 1 "x ,5 " Ci', f>S FEN:i,,G •lU�' -STEEE OfAWijt;&Jrity. Any damaged devices shall be correr t. d immediately, - _'11 I `., j' r 10,0' �, %0•C)C) %0„U�� fYF, r' `� 4f'/ X 4” /'.f: FAr)MC. r/CLLR£R£�(N��{);UJgnrerdrakecl runoN shall not flow down cut or fill slopes unless; canlai!terl willun 4 _ _ dJ£RT. FROM AN. Ir`lD I off ? _ a . - -. .« __ ,. _ c, I / - - -- CP r it r 1 r I -, _ _ i EWG TY i lee . Ott. to n ornt ar Permanent Channel fluuta or slo e Jratn sknic.ut0, •cs I ✓ - --c,/-`""`"" �v [zJi { -'O) i ,^v Option: 8' G'oncr`ct� fi4.'r l< 14�ni/STRIIC"F (L,J! 1 P y P P . 2 (' ., �Sr.iJ PR )C EC) ��„ 1 z \ ( ) / - AUAL FNc,. U� fljUhenever water seeps from a shape face, adequate dsainace at olher prolacliort ll I;/ -- _ I_ —_ __ ____ _.t ___- --„ �� r . . _ _. �___ _ 301 i -.: I.._ __ _.TlpirleneJ .luta (n,.lur,�ry, 17Cfrlscr`Jf Or�T c f r q J f a , elf <.? C/0 r; ��, J , �- - - ---- - - �jp I _ . __ Etc ,'i r,i, ,all he provided. '1v INV. ELEJ. 2+1.5.1. \ J0 \ I � �,' -'-•6' '71EFS4 801.1A iO 9.) ';editnent will be prevented from entering any storm drain system, ditch, or 1 i . ( I \-MITERED END SECTI # . -- ""----_--•------ _ T_ ._ - -- I aZ F F/LL!_0 fY/�'CJNG'R-'7C chonncl. All storm sew0r inlols )hut are made operable chirim construction shall 5' LANDSCAPE BUFFER , NI l SOICBOfttriL AB � r r 11 is ,„ INVERT ELE'/. 28.9 I I i1 c.. I -7 c, r b0 protected so that ,sediment -laden water cunnof atter the ranveyruu,a system l f _ ` � I 6" IN/C'It G'ONChf'1< alAf7 without lits) being filleted or otherwise Treated to remove sediment, SII , 63 I 1 r r, W/7/f 6.vG' 1�/1G Il.f{:,tf. l0.) Uefore temporary at, newly constructed stormwater coriveyonce channels are mode OilL1 0 ` N ('F NC r'd f t 1 ._. _ - C• ) w 2000 PS'l CONC. Af/N/A•lL/A4 ,ER,.. f .) EtfL)4 - i r operational, adequate outlet protection and an required temporary or Ptrnonf,4 �, I I \ SODDED WEIR (SEH DETAIL) (_11 (^) ! channel lining shall be in ;trilled in bath the conveyance channel anrJ recaivin(I IPlVF.Ri LI.IN. 29,6 [ ) _ channel. ;�( DRAINAGE RI-TENTION ARlTA Ii 1 ,� Cr r. f\J axil ` I ,I \ D r . _�- (:.J W F j elf > FriI ( (OP E.t.FlnTION Z9.9 ' co' < , is D4 �� ���� .I �' T101h/ 11.) 1°(hen work in a live wraterrourse is performed, precciul.inrt; sha!I be taken to I I - '- JI m ; I I .I BOTTOM ELFNAIION 28.3 ' . i (J�t 9� ,17 V minimize encroachment, cunhol sediment transport and sblb,lize the work area to W(l�D UIILIiY POLE. , OUfFALI aiRUCIURE-�, r,) < -,j �`� n.t.s• the ,)realest extent possibfr tinting Construction. Narlcr0dlhle n)atr;rial shall be I \ SEE DE:IAIL �I--, (TkICAL) � ;� I I �\s I C.I'l �L � used for 1110 rotstructiOn of coriseways and cofferdams, Earthern fill may be used I -� ' for these structures if armored b nonerodible cover muteials. i I ' Y Krrll it �` ' " _t rel C./l%I/ %, I/� I Jam•- II \ t � \ I I � CS)w c I 17..) The bed and banks of a watercourse shall be stahilizct<I irnrnedicatrly aftni work 1. - I 1- T)V OAI: �\\ z in the watercourse is corrlTlete(, . ll \ I � " Iq ��� 's `r 0 13.) Periodic inspection and m6otenance of all sediment conhol strurhiras must be \\ i " J Il �t,&s ,/� I I ; _1-1 provided to ensure intended purpose; is accornpl, •h^d the Developer, Owner, and 1 ,' `' v E�� Tlr) B, (BED_r /C 1 or the contractor shall be, continual) res onsible for rill sediment leavinc the ,ll I i ' .0 __ - ._- _ , _ -- _ __ _ ____ __._. �_. _ PIKE, R ICE I'(, ,) I r � �. �-) property. )ediment control measures shall hr in working condition af. the end of <� z /li a each working day. _ � _ 1 q r; If ,� s ry,f `i, ` �._ ._.,..._,.-•-----• ----� -�•' �r- iOP OF BErtM -' ��-.'' ---'�'�'=�•-':_�� � TOP Of' BERM I �,C�' z I ` �.r IA,) Wlrerr, Construction v0hi01r. access rattles intersect paved public roads, EXI TIt ; T11�R METER r' \ ____ -- --- - F - - - - •'`-_°'- ------ _-_ _ w ri UV PRO(ECTEU '' s, ---,•r-- �2' `.J1Ik: FI El F.X(S[ING 1 `tp / � ' `� FIBERGLASS SKIMMER provisions shall ba made to minimize the tronspart of seduncnt by tracing antro / Ar9fiARf IIEI�SiATION <', '�'-'•-~•• -- - "-- — �`- --"T- . ,r. _v. 'i - �<_ �, =`A the paved surface. Where .>edirnent is transported onto O puhlir, rand surface with \ T r r s - X -X X -X -i /\ X_X_,C.-.; . , \ , \ >C-,< %. X ,< a. Y. -/, / - i DEDI,AT. 40x10 TO i "I;`__X_;{_..X__\ __\�__y_ . _• 1--X-X X-,/- X= -,< rC-r. ,`/X-. `,� -X i< X - /-� " \ I curbs and gutters. the rant shall be cleaned thoroughly at the and of each day. 01-1 it CITY OF `,AiTFORO FOR / \\\ GRATE `' ,� T,- ' Sediment shall be removed front the. roods by shoveling or sweeping and tions -- 11 EXISTING i.IIT SIAIION I i A ` •, ported to a sedirnont control disposal area. Street washing shall 6a allowed only 4 S �;,7 )7" W - 1 i / � :/-,\ m T after ndirnent is rornovori in this manner, s if / tNSTnLL SILT FENCE PRIOR- / C' I f I ` f \ l(1 l p. this provision shall apply to individual subdivision lots a;, wall a, to larger r land �• 'III] ) E Pi Y g 10 START or CONSIRUCHON �JIJ �� �J$ II G ! 0 ^ 8" 1 Fl `i dislurbiny activities. N 1 I --ADT) SIRF,EI lJGuf 10 1 0 11 �-•EXISTING LIFT STATION ! ' I 1 c?"'s EXISTING 'OWEIR POLE fl T-) I13.) All temporary erosion and sediment. control measures shell be rernoved within 30 �� \\ ,_ •s; 1) days after final site stabilization or after the temporary measures are no longer q 11 IOP ELEVATION 30.13I Ili, /� ,°- 'S, ,• -- needed, in the opinion of the Reviewer. Disturbed snail areas resulting Tram BOT10M ELEVnrION 10.48 '~ x / '6. \\ i' __ au~ _ ,�,. �„ �__` ! `� P the disposition of temporary rneasues shall be permanently stabilized to prevent _ �5'U NOSCAPE BUFFER \ :a '"`- , „ A �U `____ _ _ . , " E - be-- ---- - Uu -- - - _, r�u `r�l <'� �' 7. Pra piths and waterways downstreorn f n, tr cli ^iton, rr ll I r t rt d — --- � ... ::— _•.__ Ou ----- au - -- `� l; -_). '<�� C ) P t C __ a „ w _�IJQ -= �-'�� viEv� from sediment deposition and erosion. ' 14.62 r r ' , 2 _", ._ r1u-------- CIU -.-�` uu - - c� v\ 18. Phased projects sherdrl be cle n 1 t' r;anstruction of Tech phrtr;e. *� 7 0 2 2 F) E ----4' 0"---^ , 19. Erosion control desi n anti co011 r t°I a t a re(ilirements in Indey Nos. TKA - -. _. UU �_?��._.pU _ Ill., ---- []U --.fop-- ---- qU -..__- pU - -; ".... f1i1 ) (J / , .) 1 �. _.. uti---._--...-_, CIU --- illi —_---___ n4J - r�r�p - OU .� �,_ m �. ,` ,\ g �' 1(� - °� �`"`' <" T�;, 101, 102, aril 103 of FDr.)f fr Ji ,' cif'[ e,ign Sfandctrcls. G 01� 'A <c -"-2 4 " 1 " % . ... .... __- __ --- .._..__.._ -_.--- -- ..... .........._ _-_. ;: ,.... rs Z:-> ra TOP ELEV. 2) 0 - - - �_ -- F - WEIR INVERT MAY 1 .2093 g,� ? j� -- i��r F snN`alzu __ i.— ___ �- -- �,'1 I TI f A �/ �.! U 0' f ��1 's, i� 11 r r'�37 a �s LIFT STATION / / �. `,,, _ .� ?w ?a _ ... m_ _ f' SKIMMER 1t IV. _ C_ -- - �1... ,;0" �____:,..,,_.•..,_-. .-..._,.,....._.._ T,,.,�...-..._ .»,......- __ ____•�«_."�._ .�«..,.�..�... ,.�,....,..�... ...,.._.,...�..,_. ,� ELEV. 28.4 -I- -.. __�. z , ! \ J ^�.• 1. �� ln��� V rr/ "1 / � C(� .° I �' \. V: f �� - ` /'" `4? 1. T FIE DEVELOPER SI TALL CONST RU(T RECLAIMED WA[ER DI`' �, I s, �, I.B.M, -DROP Ir)l.Ei� 17_„ P.V.(:. --. r ? '�, ..", � > ) - C; L TIF.' 'f f{ PROPOSED DFVF F I Adf7 r; rRIBUTION �, �f�% % [oF ELEVAHON ?.6.iu �_ I kyr",r' • FA_I.I _S 0 THE_L.0 MF.i f AWL) f0 EA..I I LCI nFl[:) ,.r ! If 0 l Fw* � ZONED RI --1 INVERT ELEV. 23.6 t /' IRA('[ WITHIN SAID DF;VFI.Or'h1ENI. /�_ VArANT__J..3'-----1­3.0' - . _.._...,1.3'____.- a. ff �""• �-> " 1-1 • s � � I PIPE 1rJ`dFRT 'GU I. SOLID 'WASTE. SERVICE PROVIOrL) BY CITY OF SANFORD. , ' �o L_.. '�• ;,.']--_ _-F FN 25 2.) A rUI.I_Y AUIOMAIIC IRRI('ATION SYSTEM, UTILIZING RECLAIMED WAIEf2 c r L,• 0 , r r' r• r ,' f i . . All url � co 1sT zu .1 i N B J DE cRouND. _�tt . N 2 L L l l N i( ALL E N R -'I r I I ) FF I �FIAL BE IN , in l F Y F 7 n F 1 r 3 THE _ DFV OF ER � 0 ,� 10 PF OV l ) I. t IJ_ (n. 00 ;5- ALL CON`IRUCTION SHAT) CONFORM TO CITY OF < I �'� -—-„-�••- `t COVE RACE. FOR Al_L LANDSCAPING IfdCLUDiN(r HEDGES, IREFS, AND ?ANi QIZF� STANDARDS AhJf) >F'1:.(11FICATIONS. - - GRASSED AREAS, FOR T1TE PROPOSED [)f VEl_O1'MEr1T APIO EACH L_OT RECEIVEDT T ” r.__. S'0D AL!_ .- I APTL) 'iRAOT THEREIN. >3 �, 4. flfE FNGINFF_'R OF'RECC)tdr) ')61nLL SUBMIT A SIGNED & M.M.i✓1MSMI�I1 >t.)F�DIVI�ION _ ( FRONT 1r/��i-DEF_PE.PI DRAAROt1ND •,�, SEAL ED,, LETTER UPON COM1 L,E[ION OF CONSTRUCHON, PLLAT BOOK 1, PAGE 55 I- I" ItiLET 10 PROVIDE MIN, pp 1�r�p iU'CERTIFY ;a,\LL IMPROVL•MIENfS HAVE BEEN IINSTALLED (FROM SURVEY 1 ri .-. �_.I / (reoolrlET) rnOI rrr'E 'c') Of 6" CLFARANCE TO TAKEBACK CAI•(. ULAHONS: mN 01 2093 & CCA'IPLEIED IN ACCORDANtiI WITH THE APPROVED HAVING CONSULTED THE NATIONAL FLOOD INSURANCE PROGRAM FIRM, 'r- ...9I � p,t•s, IT4ffOht OF SI!IhtMER I— I F'LANr,:>PER t_DR SECTION 7_1.(" I HAVE DETERMINED THAT THE 5UF3JFCT PROPER l'1 LIE:S IN ZONE "X" 4 -_ SLE �29<6 __ 1 � TOTAL_ ACREAGE: 4.000 ACRES-: - _ _. F). QWt;IT•_R/DEVELOPER ACKNQ611 EDGES THAT APPROVAL IS NOT A SPECIAL FLOOD AREA PER FlI2M PANEL I Z(i2.94 0045E DA fFi) I I I l I I L. • ._III / %%/� / /'/ / / _ % IRRIGATED ACREAGE: 1,771 ACRES± ; • FOR':PHASE I ONLY & SI IAA I , OBTAIN A NEW SITE PERMIT �1 0 C.../ / / A. L 4�„_ ! ! \r d,«.. L / POTABLE WNIFP USAGE: 4,70 OPD APRIL 17, 1995, CITY OF SANFORD, SF_MINOI._E i-:r)0t,J i'r', FLORIDA. PRI0R r0 CONSTRUCHON ( hal PHASE IL r'r.t.. RECLAIMED WATER USAGE: 375 GPD 6, FH1 t3UIl.DINC,S SHALL E,I F IRt: SPRINKLED UPON �-�/� 7� M / SE`+VER IJ3nG(: 575 (,1'T) (lEi Enipl,tyee5 x 25 Gr D) cr.)r1 tRucrlr?N ON PFIArF lI.! .� (�,iJDI- 1„1'/, IR D�/ '�11L. r v - - - -____ «-,,-,-,-„_,--,_ --",-,-*",-,m_-_-„_,-", .__.,. __.�.__w. 1. 1. .1-1-1--l—. _U �•. . . .. - ._.,._.0 -..., _._... __ I.0 r.).. 0 .G 11 Ls. I� �., LLL Q � n L G)' ',�1fxi LY.,' Pr,:_ Q z_ 11'.8 r,,n Lr! Ip''Ixa fi.} �r J_ 11-1. .- <(_'. _ Q(, ()_� r) C- ;' z 1, 9 cr < W. rt. 41 t.,.! Ifto °ML � i1 -1 0 0.,•, E __a ». �! ,_,_ c' [.._ 1_x,1 V) 0 (� Q) z ..) J ` D V) 0 f -,) (.,d«., � Ca x _,,,.1 'al (1« 1„a«) 1J._! ' 1�.• AJ ' <( EY_ . `) I-- I V 11 a.,„T I„ :z < a - � .ml } c' rr G 3•.� F, ' Q j ,' I.r ll .1 �3 liD W „i _' _ . k r . Q rte, 1, !J Jla. U, rk N 7 1 r. E - ” a r., 4 (.�G I 01 .. (Y.. I'd.. ,, -I -1 r.) ,ia `' C•I1i' - r i( i �.1 r, I I II rip u) .,,. a :. �,. I- (,1 I' ri t I I F __:- �:I �1.. ,1 .,.:..:*�.: .1_1/1�.( ”.;:: i)P) �✓ .... R , , _ . �,.; 1,4, ,,�11 T i ,� 1 . 1, ._'.',:,-::-�y I I.,.:{ "" .. a _ . F ,,,�­__' 1(A i' I , "� � It J .�.':.: %1 . I .�,,__ ,_._,. •,_.�. 6 44 i 1) c. i #,a.! ,V) 4 q) I 7 . % / � 1) I ,,,w ��{ (P T! 'q) . I (.1 W o � `­ [ I _J� j t- X z S -T CALr__ 0It50 rnUia. 0WU(� W I" 0 0i-2 z F_ �� ; �z I r �,ai W ) . L-0 I—'I)ATF.:- -._ �o:iccrolu . i yj W °It7 - .a - U Tri (J IC J r'• J„ 11 i,U.a kl _, y (� 9 � i ca <.w i1 r � _..... 1_) (, A Y Y r Y .... • I IJ. up .T" i L, fr IJ t o r�� G r- O #`!1 1 �. w 1.rr-1. psi � n , ) tr1ld Z !Y r. �- - q Li i / 1`1 r .la(' -I' \ W 6.(e> ) i ' 'r4 r) 14 (� �, 4 ,r t, Y ) u.:C r I:) F � � rp {� t, - 04 @ ir: 1z'.).3��1�'r` , _i.. �rV'r..l 1, > ' Io, z � u, m w OI )[ ....�.',','.',*-�"-,*�-:�,.,..-�.�.,.-.__,..�.-,���. � . .I r..._. > __ _._._ ILI :J'4 /ALUMINUM ARM A, /100 /� / /,�'' /�•(2 AWG) WATT, 120 VOLT SPRINKLERS. Y / \ ! [_.. .P / r«� , INDIVIDUALLY FUSED q /{{ % ,(� A STREET LIGI-i F A., 11A / E \ /� L 1. ) . � 30' CONCRETE POLE 1 = 10' RADIUS SHRUB HEAD \ / 360 COVERAGE= (17) 3" MINIMUM GROUP CANOPY TREES RED MAPLE (AGER RIJDRUM) -- HWULIVE QAK b a AMERICAN HOL•t Y (ILEXUERCUS I OPACA) A) -- FIWUU r � �� CREPE MYRTLE (L.AGERSTROEMIA INDICA) --LWU �1 1 HEIGHT, 2•--"I' SPREAD ® 1 = 10' RADIUS SHRUB HEAD / NYS«� +�"•� (ASS' I11C'Ii,MYRTLE (MYRICA CERT ITERS- LWU ^ j x'70° COVERAGE o - / 000000 - (87) SILVERTHORN (EL.FAGNUS PUNGENS)) -- LWU EDGE OF PAV( NIENT I 14•-16 SPREAD, PLANTED ON 30" CENTERS - PER PUBLIC WORKS - / NOTE: REPLACEMENT STOCK DIAMETERS MEASURED AT 12" ABOVE GRADE , (MIN. DISTANCE IS 4') G = 10' RADIUS SHRUB HEAD HWU = MGH WATER USAGE MWU - MEDIUM WATER USAGE LWU LOW WATER USAGE I " 1 X30° COVERAGE ROAD BASE SUB -BASE ':'• �* = 10' RADIUS S} iRUC3 HEAD I 90' COVERAGE DRIP LINA= X DIMENSIONS SHOWN ARE MINIMUMS a, I£�ARRIGADF r0 or_T DRIP Ll1VE 10' FROM l rx uNlC F • .. SHRUB HEADS TO BE EITHER PUP—UPS OR OrrFf' OR Arrf7� fOcf OF n7F n.ts. ON 14" RISERS DEPENDING ON I_.00ATION 1/�c77 iJ1.S161r 17Y , ALL SPRINKLERS ARE SHRUB HEADS U%!! -ESS VER C3 HAsric IA!'(, • Dmf [INE; W11/G'N ElS GIiL-il rLfi OTHERWISE NOTED.STREET Ll. -17H7- _ p 2x2 W000 STA _s 12" OAK n.t.s. TREE BAR(RCADES ARE REQUIRED AROUND ALL TREES WHICH MME � �3{ BEEN OESIrtSAIEp ON INE SITE TO BE RETAINED OR PROTECTED. PROPOSED 7.."- PRIOR TO ANY GI.EAJIIT�IG OR CONSTRUCTION ACTIVITY OCCURRING WAFER MEfEII ` ON THE SiTE, TREE BARRICADES SIIALL BE CONSIRUCTED MID ( 9" OAK C, FUTURE a" WATER MAIN APPROVED BY THE APPROf RIATE INSPECTOR, BACKTL.. �' 1?." QAft &BY OTHERS p /-� /�- " PREVEFNER / RFE IRA ! � R/C,A i....1' L... I --5' LANDSCAPE BUFFER � ..„«. _.. ..__.___._.- � - .i^. __-7`A-.••....__..� -�. _ ._. _ ----- - _ � � �Z�,��,,�_-�- �..?8--�-••-��a�r � SWM- _ 1`I 150 WATT HIGH 2 PRESSURE SODIUM WALL WUNIED .�. `*•, 11 - - "~ UGii'r FIXTURES 4 P I a t o VEL W/PAVEMENT c: r� yr m - �x _. w Til �+�,• Exls-rlrlc CAPPED STUB -our ��^". I ^= - P.V.C.FIITAR'S tAIERA!. !' ! V� 1 liT - 240' 6"�a r T - -ter - J t �F ..,. . ,t., .>� t, .^., ,ter n,.z _. _ _ �._.° -.,. ( (a r v� II � � _� � _�, � _ ..� _. �..� � � -•- - .q OUT M �.../'� // 11 `w-�PRQPOSED ,1 j \ / c:C� II / III I".__ Fri } (=- ' I ��GEnTt URNEN n' I [Tj I naflJSfA�tR Ulfrow 1fi, II l III %� TO 3a MIN. RADIUS I II III 7,]- 150 WATT PRESSURE. SODIUM r ( �E .. �T .. �. �• / � wnll MOU111FDLIGHT FIXIORES \ � EXISf1NG II SOIL BORING AB I.rt_„r1 s �n NII 16” OAK _ _ - ___.._.._. - _._. ___. - - - __ � aa- l t' III IRRKK,ITION SYSiE+ SII IIEiUER dr fU'JN / — I _L aAil + SF1T I OR DEvt�G^E� vll rw�- 'yr - a j f if^"rj_ i VII �I r I i \-MITERED END SECTION F' LMIDSCAPF BUFFER euII I EMERGENCY OVERFLOW- -~'I c::, I SODDED WEIR (SEE DETAIL) I II I I DRAINAGE RETENTION AREA S SII i I IL rn( I ( UI.IiTAI.I. SfRI,iCN11iFi--•.� � c� WID UTIUiY POLE II II I 24" TWIN OAK \ I I O II _ 5' CHAIN LINK- II � I ` _._._. }-- _._._-. _____,. _.-_. ._.._._ ____«. �.. --} �----.. .-._. --�-_�.^..� "�'�' �""-. -J C a � • UICE cl ATTR METER'-- 2" , IN F FD1 EXISTING a� SANITARY IIFI STATION \\ l DEDICATE 40'x40' TO \\ I oG CITY OF SANFORD FOR ' IIEXISTING LIFT STATION 2 ) a S 847" W \\ f II S,10�v a! ll\\ I ADD Slit Ei LIGHT TO crt a EXISTING 04VE13 PULE / II ,-EXISTING LIFT STATIONi \\ y o't' \\ I I _I1u— / II \ 5' LANDSCAPE BUFFER < GUY WIRE \ �� j. UU Iju UU -- (�—Ujl_ _ pU-- pU— —pU �_ UU- _-uu —au __UU 0U qU—_._.---- UU-UtJ---- - _ — -_ --- --- •OTIF STORY C.B.S. CiTY OF SANFORD LIFT STATION 1.B,A{. DP,0' INIE.T--� a c_• I C COhl1'ACTFD-.- ! w -Fgf�rH `, ._. �.\..._ .- 1 ^, P, 10F, Buri l A7' r �• i„ : jrt"j T.TI X1'1 ^L•' 't, _ ( � jj_ �•• _ice ijj'Tr[ 'Ti `Irr r1i .,ir1 20 n.t.9. � I__7 R . 13 IST A N TIN 62 DETI AI IL \ '—FrE1t1FORCFD BI PJ K IRINUER I vrK k .� CAYNDZE0 QVLF. CLAWS (2 VIA C'XAQ EDGE (f MULGtI 1111104—G0M Rf-Q NRCRAII GRIEF. CUIRiO CM IF 10 BE 8' OUTSIDE OF /�SIZED AS fl(AER (3 REQ. •• 120 MARI) WHERE GIAIRG QVLE6 i �/ ENiER GR(010. -12" tOPK; WIF. fWAA 1G TAFF 3/8" x 3' Zli1G RATED TrJ IRI K;KIE / - MIF Of IREF TO BE 1`i1141EQ SUGHILY / WE AlwCE.Nt FRI1,t1E0 GWR i EDGE OF % z' wN.Al CCP103 (w.) WUI.CII RING •wfIEN 5NNS OF IKE III / -3' IIICII SCAL &TCER IIS } » #` u ��SF, �i> �ti(' t s r \r �r.. .ffs„I r�! 3f, ] I I f_ f i_ }}� j >,•i1 :.,. l.. {:=� f , •`.h• '•1 ' 11�IIj I I �-jfL.._ I;.. f1- -i�f ;,.,.••.. �• , - - I Il.]_..lL! 1Ll' :rlilkfrji�l�--j��fll �;? .'<':•r• �� � (�lif�IllllU11111111. f it i[I 111. I.)~it firr:Il.l Ill 11 1[l :l(I 1�tr�111 i_iI III (�:, L:;11.1Tililf , llh Il�irlll rnllirr;ILlit iiiLl.lIfF it -I ,llll,lll ilijl,,;lll. -UNDI`''MURUFII 51JBCPABE PULVEMLED SOB. &'fKFIFL UP TO 6" CALIPUI iREES- Mora 160 (w/ 1 /8' Gun ES & cInAIPS) 6 to 10 cm -11413 111 n.t.a. WAL 100 (w/ 3/16" CAEIIES & cU41i;) TT'T �T PLANTING DETA111- L A ND 5 CA PTS. iV C TL.S ) . 1.) ALL. PARKING LOT ISLANDS AND OPEN AREAS SHALL HAVE MINIMUM BAI IIA SOD. 2.) ALL HEDGE MATERIALS SHALL. BE LARGE ENOUGH AT PLANTING '1-0 PROVIDE A SIX FOOT HIGH VISUAL SCREEN WITHIN 24 MONTHS. 3.) ALL GROUND COVER SHALL BE PLANTED ON MINIMUM 12" CENTERS. 4.) ALL PLANT MATERIALS SHALL BE FLORIDA GRADE #1 OR BETTER. ANY CHANGES TO MATE'RIAL.S SHALL BE APPROVED BY 'THE ZONING DEPT, AND/OR FORESiOR. 5-) IRRIGATION SYSLEM 'TO BE DESIGNED & INSTALLED BY QUALIFIED LAND CAPING CONIR/\CrOR TQ PROVIDE 100% COVERAGE OF ALL NEW PLANTINGS & PARKING LOT OPEN SPACES. UACKFLOW PREVF.NTER &. METER TO BE CON ISfENT WITFI APPLICABLE RE(ILI ATIONS. 6.) IRRIGA110N SYSTEM SHALL. HAVE A RAIN SENSOR DEVICE. -7.) PROVIDE 2" SCIT40 PVC SLEEVES FOR IRRIGATION LINES WHERE THEY CROSS UNDER ANY PAVED AREAS. a.) THE OWNER AND/0R LESSEE IS RESPONsiBL.E FOR THE CARE, MAINTENANCE Sr REPLACEMENT OF ALL LANDSCAPING MATERIALS ON [FIE SITE, 9.) ALL. MULCH BEDS SHALL. BE MAINTAINED AT A MINIMUM DEPTH OF 2". Tx 0 u FJ _._.: _ _�_.--�...w - .._...__ ..._. _ .._........ _.._.. — z 1i a: Tx 0 u FJ z 1i a: Lx.l UJ i i vi w <t t c•, <t. t 1rV/) Tt V) NJ 7. (�'... U j CP Ld 41 (t i fy < C] V) Q _.J ., crl. E� LcJ LJ Tx 0 �a Q .:J0F3 # _ SCALE - .....__. 1 IF =30t - ----- _= D AT r-_ -_ 3/ 20/99 --:_- D R A W r i ----- MTC TWO Gl ' 1rV/) (C fy Q V) Lid E� Y �a Q .:J0F3 # _ SCALE - .....__. 1 IF =30t - ----- _= D AT r-_ -_ 3/ 20/99 --:_- D R A W r i ----- MTC TWO PROJECT REQ UREMENTS A,1ND COMPUAN CE L COPE P-.EOUIPErIENTS: IT IS THE Ir1f(-Nf THAT ALL. WORK SHALL GOMFOPH TO TFIE ADOPTED CODES, STANDARDS ANU PULES OF THE APHIN131PA 1VE AUTFIORITY IIAVIr1G JUP!SPICTION 2. ALL WOPK SFIALI_- CONFORM WIfil DRAWINGS ANP 5PECIFQfIO0 IN ACCOP,DANCE WITTI THE REOUIREMCHTS Or ALL THE FOLLOWING WHERE APPLICABLE: (A) GOVERNING MUNICIPAL AND P.FGLII.-ATORY AGENCIES (D) LOCAL, STALE AND FEDERAL DORIES i. -L`NNS ARE DESIGNED FOR COMPLIAI110E WTH CHAPTER 1vD5 OFF THF SKCI'FLOPIDA 8i IIL DiNG CODE°, 2001 EDITION. (C) 51 ATIPARP BUILDING COPE. 2. DESI.,N LOADS (P) SfANUAPO PLUIDiNG COPES (E) NATIONAL ELECTRICAL CODE COiJPONENTS. Ai\1D CLADDIIdG PRESSURE {PSF--O.00 () BUILDING A>M't)1 r(00 7.01; E I BUILDINGTIPE�hC��Sti~P 1YALLS_ F BASIC WIND SPEED 120 MPH . 120 64F'Ii J_.7 —19L -34.70 I�.-4 WIND IMPORTANCE FACTOR 1.6 (PER TABLE 1606) =.. -;-21.32 30.01 42:07 !FIND EXPOSURE EXPOSURE B (PER 1606 .1.13) � COLUMN CRIB REFERENCE t INTERNAL. PRESSURE COEFFICIENT FU! L WA! L SECTION DESIGN WIND. PRESSURE PSF TI IOi DOOR NUrIMP � .: j` ,. r � ..., � . COiJPONENTS. Ai\1D CLADDIIdG PRESSURE {PSF--O.00 () \rtLOCi -FY 7.01; E I ROOF -- 1YALLS_ F .4 4 THRU INA- 6; SECTION 120 64F'Ii J_.7 —19L -34.70 I�.-4 �# 2O. ? �22.a5 34-.92 -;-21.32 30.01 C01,4PONEN T S A1�11) CLADDR1 G 1'IRESSUiRE (P.'3F) VELOCITY DRAVING SYMBOL LEGEND I V1'/ -ELLS F .4 4 THRU INA- 6; SECTION 120 I„PISI I 4 34-.92 +x138I 42:07 .3. fr!E GENCPAL CONTPACTOP, SHALL COMPLY WIRI ALL TI -•1E PEOUIP-.E--11Er1f5 OF fl -IC SOILS REPORT, OBTAIN rvoll TiiE OWNED THE CURRENT COPY Or TIIE SOILS Ii`IVES 11GATION REPORT. 4, ALL ULDR15 SHALL BE REHOVED f•ROM fIIE PREr1!SE5 BY TIIE <'F.NEPAL CONTRACTOR AND ALL AREAS SrIALL. DE LEFT IN A CLEAN CONDIflOil Al ALL 11110 DUPING COiISfRUCTIOrI. 5. IT IS UNDEP.STOOD THAT ALL INIEMUEU WORK IS SUBJECT TO REVIEW ANP INfERPREI-ATION 13Y THE AUrtlr'IS1RAfIVE AUfl-IORITY RAVING JUP!SUIGIIUN. IN NQ cASr SI ]ALL 'NOWT. UL KLPFUKrT.0 WIII )I IIft K.LVIL`N ANU WWI ILN AKI'POVA1-01' :5AIU OF SAID AU (I IOPf f Y. 6. ALL fRADES SMALL DE RESPONSIBLE FOP ALL FEES P.ELAfEU TO TIME ISSUE Of- TPADC-SPECIFIC PERM1175, INSPECIIUNS AND CERTIr(,ATES NECESSARY FOP. THE EXECUTION AND' COMPLETIOrI OF WE WORK, AMD THE OCCUPANCY OF TfIE WORK. 7. EXISTING COHIAH01,10: TIif- CONTRACTOR SHALL. VERIFY E01ING CONDITIONS AND FIRJ)-COOPVNAfE THE. CoPPECIIVE ACTION AS REOUIP.ED. THE GENERAL CO,ifPACTOR SHALL NOTIFY THE ARCHITECT/UESIGr1EP. OF- ALI. CONFLICTS ANU DISCREPANCIES THAT AFFECT TIIE WORK PRIOR TO PPOCr-WAG' WITH SA!I) WOgK. 0. DO NOT SCALE DPAWINGS. 101fTEN DIMENSIONS WILL GOVERN. LARGE --SCALL- DRAWINGS SMALL GOVEPN OVEP SNALLER-SCALED h FCIR ZONE LOC: -FiONS SEF FD(' FIC -1 -IRE 1CD_-,.2(r).' THE vX L1_.tt OF "v” `)HALL PRA1010. COrI(AC( ARG[IIfECf/DESIGNER TO CONFIRM ALL UISCREI'nNCIES. i' AOT i I. THESE r'IUIL_[ANGS HAVP DCEN PESICNED IN ACCOPDMCI- SECTION 1606 Of, Ti -IE 2001 FLOPIPA BUILDING i COPE F02 120 NPI -1 ')JINO LOADS. (PER FSC 2001) NOTES PROPOSED AE)DMOtl PROPOSES.? '1°'O'1yAL BULDING AREA — 10,500 SQ. FT. 10, 500 SQ. FT. 21,000 SQ. FT. q, "fFIE APGI9fECT/PE5IGNEP-. SI IALL NOT BE HELD R,ESPONSIE L.0 FOR WOP,K PF.RFORMCP NOT IN ACCOPDANCE 411111 THF,SE DOCUNENf5 NOP FOR MUINTFRPRETATION OF TI10. PRAWIN,GS, NOR, FOR UNSATI5FACfORY WORK BY CONfRACTOP. 10. CONFIRM ALL 1100101,01. DIMENSIONS Wff11 PLANS ANP IN FIELD POOR TO FABRICATION ANP/OR CONSTRUCTION IL ALL ELECtRICAL ANP MECHANICAL INFORMATION CONTAHN U IN THESE PRAWINGS IS SOLCLY FOR THE PUPPO,SE OF COORDINATION OF THE APCMTECT/PCSIGNER'S WORK. 12. ALL CON,fPIJCilON C01111 -Y Wlftl APPLICABLE I.A�13 PCL.ATRIC f0 ACCES5IBILIrY FOR T11E 015ABI-ED. FLORIDA 51"ATU(E5, CHAPTER 553, PART V, FLORIDA ACCESSIDILI f Y CODE GENERAL HUT I. TFIE CONfRACTQIR SHALL. VrAf TtiE- 511f PRM, TO TFC- PRYPAPATION OF Ilrd QV ftV TIIOROUG Ll FAMIIJARIZ- FTMI.F WITH THE CON119I105 OF TIIE CON31RUC110N AREA ANP Ti-ki WORK REQUIRED TO PERFORM TiC WORK OF T143 CONtfRAGr, OHTAN PITS 10113 VY CALCULA101; PO MV -17 3CAI.E TFC- PRAWW5, of EAWAM ARE IN QUE3TiON, THE" CONTRACTOR SHALL REQUEST CLARrIC al FROM TF1- ARCFITECT PRIOR TO CONi"AC CONSTRUCTION 01= Ti AREA IN QUESTION. 2. UNLE55 Off-rI:RWE tVTEU OR (�=TA1.E9, Pm- CHASE- WALLS 'AIT11 A TIACKNE55 GREATER THAN 4' 30ALL M C010TRUC:1F-9 OF 2-1/2' TECTAL 3fLW 1101 Of LAYER 5/0' GYPSVI WARP EACH 3i OF CFIASE WALL, PROVOE r1Ei'AL OR GYPvUr1 13OAPP GRO55 BRACES AS PE(AA*P TO AK0,UA11_1.Y GRACE TFIE WALL. Ari TO MAINTAIN TNS RATING Of- TF1, PAROV01. I -IMP CHA7k, WALLS TQ mul D�'>EN510P�. 3. VERTICAL, I111C LOCATED WITlt,1 TFC: 5TUP 51PACE OF PhPflf M 511ALL P.•E PlLY ENCI..OSEP MI -11 A FLA.- TI%,KNE53 OF GYPSUM DOAPP ON EACH SIDE OF TIC- STUD. PROVYIF 6' 3110 WHERE REQMED 10 CONCEAL. PANG ANP 011-IER ii -EMS OCCt,)2RW WI AN PARTITIafS, 4. RECE53E5 FOP I(EM33 tr1 EXCESS OF 6 30, WIES, 5IXII AS ELECTRICAL PAPIR.r, FAZE EXf`#GWA—r-R. CA0111"f5, ETC,, LOCATE(! IN RATED PAR1f1I0 6 %IA41 M (-ACEI) '9101 GYP51.41 BOARD TO CREATE A FIVE --PALL+ ffaOSIARE P.EG' cf) TO MAINTM 111E RATIe'G Of- TFr PARTITION IN *Lal TI, ITEM OCC 5, 5. ELFCTRICA.I. DEVICES YoIVA,I OCCUR IN RATEP PARTifM %TALL 6E LOCATEP 30 THAT 13ACKSOXES W11PIN A ;4%(ZE STUD OAVIfY,3HQi-L NOT EXCEED A TOTAL Of 16 SQUARE KliES, tJ AREA OR EXCEED A TOTAL OF 100 50UARE WHE3 tI ANY 100 SQUARE FEET OF WALL AREA. "ES LOCATED ON WPO31TE 31PE3 OF WALLS OR PARTTT)" SHALL BE SEPARATED DY A r -h WRIZ. DISTANCE OF'• 24'. '4I -►ERE- TM REQUIREMENT CANNOT'SE r'T:T, 13ACKDOXE3 14 EXCE55 OF TFIE ALLO TH) MAX1111 31IA11. BE BACKED W11 CYP3Ui-1 0,00,.) TO CREATE A FUP 3,%.V EN0L030RE. 6. JOINT5 WIV, 1 OCCIV H RATED PARTITIONS 50ALL EE 5fA(;Gf:REP A rtIIUP1 (A Qtf: STUD SPACE OR 24' DaW HORZ0,11ALLY do 12' VERTiCALLY. WIfRE OPENH0 ARE MADE IN Efflf TIG RATED PARRII`06, OR WI)ERE OPEN#GS h1 EXOT1rIf>; PARTITOO ARE OLOSER5, TING EX IFPIG GYPS141 DOAPI) 00ARD I'VY ff- P.PIVVED ON %E- SVr; OF TI -C- PAPPTOIS VACK TO THE NEXT. 51W 'to ASSURE THE PROPER 5fA6;(-XRk1C Of- 1'l lE JO T3. 7, PMN514N3 ARE FADE TO FACE OF MASONRY WAILS, p, I'IETAI• MIA,) GAC6,!, FW IMPRIGIR PARf1110r 50ALL K, AS VLCQt1,1EI, JG.P P APRP/OR, k"i CQAI?ED BY T1'T: 31UP MFR FOR EACH 5PE(r-iC C"11 N., FI[ EX: l"1 ORAI'i7,f TTM All x.,00, PLAN CONT0 l (1/0' SICAIT) A71 IREVATaIS A3.1 4"01,11IM1 N PLAN / DET/M.3 JA LO 91,CMICAL LETS E 1.1 FUMICALSIN / a LAE / TUSH DRAVING SYMBOL LEGEND I F .4 4 THRU INA- 6; SECTION 1IM5 OF CEsAlic CHANrer , E f; _4 `— � l ( 5OFFIT3, OM.HAN0 FTC.) I SHEET PETAL - APPEAR3 ON � COLUMN CRIB REFERENCE t 4 , FU! L WA! L SECTION 4 .. !� PARTIAL SECTION TI IOi DOOR NUrIMP � .: j` ,. A_4 � ..., � � .x. � .. , � i i 4 �� DETAL OR ENLARGED PLAN 1 V RE6ERErICEIrITMOR E:LFVATiON \ ��II�C,i' _`(/�l�) Ymi } k PARTITION TYPE 1v� N , , u sEE BCriEDULE rt !IS 31!F ET t , , I. REVISION CLOUD 6c NUM12 i OX -^0 �� CEILING, NOTE TYPE J i' AOT i I. THESE r'IUIL_[ANGS HAVP DCEN PESICNED IN ACCOPDMCI- SECTION 1606 Of, Ti -IE 2001 FLOPIPA BUILDING i COPE F02 120 NPI -1 ')JINO LOADS. (PER FSC 2001) NOTES PROPOSED AE)DMOtl PROPOSES.? '1°'O'1yAL BULDING AREA — 10,500 SQ. FT. 10, 500 SQ. FT. 21,000 SQ. FT. q, "fFIE APGI9fECT/PE5IGNEP-. SI IALL NOT BE HELD R,ESPONSIE L.0 FOR WOP,K PF.RFORMCP NOT IN ACCOPDANCE 411111 THF,SE DOCUNENf5 NOP FOR MUINTFRPRETATION OF TI10. PRAWIN,GS, NOR, FOR UNSATI5FACfORY WORK BY CONfRACTOP. 10. CONFIRM ALL 1100101,01. DIMENSIONS Wff11 PLANS ANP IN FIELD POOR TO FABRICATION ANP/OR CONSTRUCTION IL ALL ELECtRICAL ANP MECHANICAL INFORMATION CONTAHN U IN THESE PRAWINGS IS SOLCLY FOR THE PUPPO,SE OF COORDINATION OF THE APCMTECT/PCSIGNER'S WORK. 12. ALL CON,fPIJCilON C01111 -Y Wlftl APPLICABLE I.A�13 PCL.ATRIC f0 ACCES5IBILIrY FOR T11E 015ABI-ED. FLORIDA 51"ATU(E5, CHAPTER 553, PART V, FLORIDA ACCESSIDILI f Y CODE GENERAL HUT I. TFIE CONfRACTQIR SHALL. VrAf TtiE- 511f PRM, TO TFC- PRYPAPATION OF Ilrd QV ftV TIIOROUG Ll FAMIIJARIZ- FTMI.F WITH THE CON119I105 OF TIIE CON31RUC110N AREA ANP Ti-ki WORK REQUIRED TO PERFORM TiC WORK OF T143 CONtfRAGr, OHTAN PITS 10113 VY CALCULA101; PO MV -17 3CAI.E TFC- PRAWW5, of EAWAM ARE IN QUE3TiON, THE" CONTRACTOR SHALL REQUEST CLARrIC al FROM TF1- ARCFITECT PRIOR TO CONi"AC CONSTRUCTION 01= Ti AREA IN QUESTION. 2. UNLE55 Off-rI:RWE tVTEU OR (�=TA1.E9, Pm- CHASE- WALLS 'AIT11 A TIACKNE55 GREATER THAN 4' 30ALL M C010TRUC:1F-9 OF 2-1/2' TECTAL 3fLW 1101 Of LAYER 5/0' GYPSVI WARP EACH 3i OF CFIASE WALL, PROVOE r1Ei'AL OR GYPvUr1 13OAPP GRO55 BRACES AS PE(AA*P TO AK0,UA11_1.Y GRACE TFIE WALL. Ari TO MAINTAIN TNS RATING Of- TF1, PAROV01. I -IMP CHA7k, WALLS TQ mul D�'>EN510P�. 3. VERTICAL, I111C LOCATED WITlt,1 TFC: 5TUP 51PACE OF PhPflf M 511ALL P.•E PlLY ENCI..OSEP MI -11 A FLA.- TI%,KNE53 OF GYPSUM DOAPP ON EACH SIDE OF TIC- STUD. PROVYIF 6' 3110 WHERE REQMED 10 CONCEAL. PANG ANP 011-IER ii -EMS OCCt,)2RW WI AN PARTITIafS, 4. RECE53E5 FOP I(EM33 tr1 EXCESS OF 6 30, WIES, 5IXII AS ELECTRICAL PAPIR.r, FAZE EXf`#GWA—r-R. CA0111"f5, ETC,, LOCATE(! IN RATED PAR1f1I0 6 %IA41 M (-ACEI) '9101 GYP51.41 BOARD TO CREATE A FIVE --PALL+ ffaOSIARE P.EG' cf) TO MAINTM 111E RATIe'G Of- TFr PARTITION IN *Lal TI, ITEM OCC 5, 5. ELFCTRICA.I. DEVICES YoIVA,I OCCUR IN RATEP PARTifM %TALL 6E LOCATEP 30 THAT 13ACKSOXES W11PIN A ;4%(ZE STUD OAVIfY,3HQi-L NOT EXCEED A TOTAL Of 16 SQUARE KliES, tJ AREA OR EXCEED A TOTAL OF 100 50UARE WHE3 tI ANY 100 SQUARE FEET OF WALL AREA. "ES LOCATED ON WPO31TE 31PE3 OF WALLS OR PARTTT)" SHALL BE SEPARATED DY A r -h WRIZ. DISTANCE OF'• 24'. '4I -►ERE- TM REQUIREMENT CANNOT'SE r'T:T, 13ACKDOXE3 14 EXCE55 OF TFIE ALLO TH) MAX1111 31IA11. BE BACKED W11 CYP3Ui-1 0,00,.) TO CREATE A FUP 3,%.V EN0L030RE. 6. JOINT5 WIV, 1 OCCIV H RATED PARTITIONS 50ALL EE 5fA(;Gf:REP A rtIIUP1 (A Qtf: STUD SPACE OR 24' DaW HORZ0,11ALLY do 12' VERTiCALLY. WIfRE OPENH0 ARE MADE IN Efflf TIG RATED PARRII`06, OR WI)ERE OPEN#GS h1 EXOT1rIf>; PARTITOO ARE OLOSER5, TING EX IFPIG GYPS141 DOAPI) 00ARD I'VY ff- P.PIVVED ON %E- SVr; OF TI -C- PAPPTOIS VACK TO THE NEXT. 51W 'to ASSURE THE PROPER 5fA6;(-XRk1C Of- 1'l lE JO T3. 7, PMN514N3 ARE FADE TO FACE OF MASONRY WAILS, p, I'IETAI• MIA,) GAC6,!, FW IMPRIGIR PARf1110r 50ALL K, AS VLCQt1,1EI, JG.P P APRP/OR, k"i CQAI?ED BY T1'T: 31UP MFR FOR EACH 5PE(r-iC C"11 N., FI[ EX: l"1 ORAI'i7,f TTM All x.,00, PLAN CONT0 l (1/0' SICAIT) A71 IREVATaIS A3.1 4"01,11IM1 N PLAN / DET/M.3 JA LO 91,CMICAL LETS E 1.1 FUMICALSIN / a LAE / TUSH 2810 PICKFAIR STREET ORLANI)O, f"i_ 32803.,082 7 PH 407 8915401 CL 407 3/'M) 7992 FX 407 897 5461 **1� email: 'ardi5ol'rl✓ gook"0111 is»>��rrin Fl 790 NIONRO[: ROAD, 1t 15 SA N 1"O 1),1.•1_, 32771 PI 1,107 323 1 150 1`1 407 313 9304 N1Ci;CE;(.OTC�1«df11.C'UT11 Mah— I� _........... a�n Il2 II <fo �1 �P:IS49�',l6d rm�wl "Yk u [CYO f } ��-�:1 /a (un z m; t)ATF: 171 MARC71 2003 DRAWN BY: CDR PROP -CT NO: 2.{1(131 I.AST 110T 0AIL V) NIAR0I M.0 REVISIONS GENl (Ial',U.. 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G ABOVE FINISH GRADE B.U.P. BUILT UP ROOF UI?. UOUT E.J. EXPAN510H J01r 1T G.C. C:k rl .',nL. CONTPAC f OR it. JOINT r1EZZ. f1EZ.ZANINE O.C. ON CENTER, PROP. PROPEF:IY SLT. 5EALAr11 1HRE5. rl IPESI IOI-D V.C.T. VIrIYL COf1POS1110H TILE . A.C. f. ACOUSTICAL CEILING TILE Dr 1, C>0 arl ;; EXT. EX f FRIOR GP. GRADE K.O. KNOCY. OUT 111111. MISE. NIN11'IUIi 1'IISGELL.ANEOUS OH. OVERIIEAU SEC. SEC (IOrI 1.P.U. (DILE f PAPER UISPFrISciz � , n ALT. ALJ C,RNATE CLG. CE!LirIG DS. � �, VU1,J;1POl)( , GYF. � GYPSUM OP . OPG. h t OPE1,41c 0, F. OLIARR.Y FILE �� 5111. 5I11ILAR fh.G. 10NOX, Ar1U (11200VO , )✓,G. rJA1Ek CLUSEi AI.IJM, ALUf11rIU11 C.M.U. COrICRET6 11A5UrdF"C Urdl1 s� O U4IG. DRi�}�'it1:,; P.P.P. FIBER.C.LASS Rl:INrOPCED PANEL LAM. LAMINATED r1LUC.. f10ULPING DPP, OPPOSI (E SL. ;LOPE S, T.0, (OP nr1U BO 1 COM W,rt. Wn LEP HEA I E.R ARCH. ANCHOR C.T. CEP.AMIC 11LE VW. DP'1`10\1.1. 1 , FIN. FIND HOW. FIARPWARE LAV, LAVATORY M.P. M015T URE RESISTANT O.D. OUTSIDE DIAMETER R RADIUS SP �r EC. , : of l CITICATIOr1 T,0•r, fUP UI f OUfIPIG W.P. Uv1.Y f Olrlf WORK >> APPROX. '' ' I EC.O.CLEANOUT nTr�Uxrinr C) D.r. UPIrlKRIC FOUNTAIN i' F.E. FIRE EXT!NGUII;IIEP HGT. FIEIGi1T L[.. POUND 11.T, �, METAL THRESHOLD REF. k1'�f�ERErICE SQ. SQUARE T.O. MAS. TOP Of- HA5ONP.Y 'NP, 'NAfCPPPUOf- ,,r ARCH. AP..CF11IEC"f CUL, COLIJI`lrl FLLJOP.. FLUORESCENT FLf1. FIOL.l.O'N r1F rAt L.11. LEFT HAND f1TG. I,OlJr111r1G f' 1 ,' <' ;!'r : s?L,,,. , r IPPATED kriff. 1 ;, ., n 1 T,1d O . ri) .EINFOR NG P ( 5 �., . ,1AINLE55 SfEFL I U, ,. , .� rvf vF ICt:L , a N F... -( 5 wArER cG fl>rnrlT CONC. CONCPETE EA. EACH I F.D. FLOOR DRAIN FI.P. HIGH POINT I._,P. LOW POINT MULL. MULIJOH r it , r Ait17%':: REGI%. �F'G RE(>1uvw 5fD. 31ANUAPO T, WEAU W.W.M. WO -DED WIRE HESH BDG, BEARING CONST. CONSTRUCTION (:.W.C, ELECTRIC WAfEP COO[ fR FLP.. FLOOR HOPIZ. HORIIONfALi f'1IL. ('ANSI. OR PANELING Rr-V. R.EVER5E STL. 5160- 1YP, TYPICAL \,U/ WAIL BM. BEAM C.J. CONTROL JOINT ELEV. ELE•VA TION ' FT. FOO r, FEET NFFR. MAHUFACTLI l , NOVI rIUr1NnL RAPT. PAR [If 1011 P- .I PI(H 1 TIAr10 S rR.UC,' f. 51 RUCIUP.AI_ V/0 WI i I iOU i BTWH. BETWEEN CONT. CON9111.10 CO, FOUnL FTC. FOOTING INCAR !NCANPESCENf IIA5. MASONRY N, HOP ItI ' P.N. P11YSICALLY HMIDICAPPL"P P,11. ROOM 51)5P. SUSF'ENPH) UNFIT#, UrIFINDICU WD. WOOD BLK. BLOCK ,13 E(JL1IP. E(1L i1'f iFNT � F,V. FIELD VERif-'( LD. INSIDE DIAMETER 11.0. MASONRY OPENINGPLAS, N.I.C. IN P T NO 1 Gar I f ,AC PLASTER R.O. P.Ot)GI1 OPENING c , � rf. , .� a I I CF1 U.O.N. n e . L1rIL.E�S Olt rrPWL,YE NOTED BD. BOAPU PET. DETAIL (:IC, ET CETERA INSUL. Ir15ULA110N HATL. MATERIAL N-T.S. NOT 10 SCALE P•LAM. F`LA5IIC LAMINATE P.T,I1. POOF JOP UNIT SYS. `YSIEr1 , , .. _ _._.. _...m...._..... _ , 2810 PICKFAIR STREET ORLANI)O, f"i_ 32803.,082 7 PH 407 8915401 CL 407 3/'M) 7992 FX 407 897 5461 **1� email: 'ardi5ol'rl✓ gook"0111 is»>��rrin Fl 790 NIONRO[: ROAD, 1t 15 SA N 1"O 1),1.•1_, 32771 PI 1,107 323 1 150 1`1 407 313 9304 N1Ci;CE;(.OTC�1«df11.C'UT11 Mah— I� _........... a�n Il2 II <fo �1 �P:IS49�',l6d rm�wl "Yk u [CYO f } ��-�:1 /a (un z m; t)ATF: 171 MARC71 2003 DRAWN BY: CDR PROP -CT NO: 2.{1(131 I.AST 110T 0AIL V) NIAR0I M.0 REVISIONS GENl (Ial',U.. I' ICY ER' r FLOOR, PLAN r! 11 oca-r�-. 1/o = 1'----0" 2.310 PIC,'KFAIR STREET ORLANDO, Fl. 32303.6327 PH 407 397 0401 CL. 407 32!5 7992 FX 407 397 3461 +1�* email: archac.)!ve( iol.c;orn P clfrzrmdmAorpjj�ntpilp,�77R1?r7!//11�� ee s� 700 NIONROl" ROAD, SR 15 SANFORD, FL, 32.771 1111 ,10 7 323 1 150 FX 407 323 9'M iIickeecon.,311% koln �d U -d [L :l �1 VATF; _ 14 MARC[ 12003 DRAWN -BY- WR 20031 LAST PLO[ un lir: - 1U MARa l 2(X)3 I SAVE tIEIGIIf — _ 0'-0" FINIS11EC1 Fl.00R __ ____ ,�, Ip•.—ply —., - r MST EUVATUN. SCALE: 1/6" - 1'-0" EAST UHHON SCALE;: 1/8N - 1'---0" SLOPED GALVALUME ROOF I I Jf'Llf FACE METAL POOP OVERT 1FAU METAL DOOR --- OVEPl leAD Hf-TAL POOP r it i II `31,0PED GALVAI.UMF ROOF I .-1— f L.lJ1ED DLOCY. - OVEPHEAC METAL U00P METAL PANEL OVE WE AD METAL DOOR EXISTIrIG E�UIL.1.71NG METAL DOOR SCALE: Vv" = 1'-0" IJEVAMN rnnmc*.vx+..va+.r.�rwrv�assmm�. m.;��. f, . sNr.r6r.+avm'egrrc,-,sb HEM. 000P, EAVF 11EIGfif 12 PAINTED [LOCK T �� FINIStIED Fl.00R HrllSriED FLOOR I 23'� 10° `f-nVF I%r, T F)EYorID IQ'—o" EAVE riEIC;tIf - - -- MF fAl. PANEL_ _ T -- FIXED ALUI`lINUI l - e 7, '1 - WINDOW - �F IrdISNED FLOOR HrllSriED FLOOR I 23'� 10° `f-nVF I%r, T F)EYorID IQ'—o" EAVE riEIC;tIf `E - - - - PAIN TFO ROCK 1 k: - �F IrdISNED FLOOR 2816 PIGITAIR `STREET ORLANDO, FL 32803 (3827 146, PIS 407 897 5461 CL 407 325 7092 FX 407 897 5401 +*0, �rnail: �r�1l�rah�E, cl,r)��I.�r)rn YA / 790 MONROE ROAD, SR 15 SA I'l l 011),1' 1., 32711 [111 107 132 3 1150 1, X 407 323 9304 mckcccul)si9aol.colfl a�a k� I olt� ci Wwwwm C." � �nr.q 77,4.) \1 %�4,zp,'� UA 19-11:x: Y- irll'OFtMA t ION 14 M4ARQ1 2003 [YRA'NI•I BY: (DR PR(.V' f M)31 LAST [ L(.)T L)111 E ..._....._ _.._..---._ 16 MAKtJ_..____. 2003 DF51GN CRI rERIA: DI ALL WOW SHALL CONFORM TO AT LEA6T THE MINIMUM STANDARDS OF THE STANDARD BUILDING CODE LATEST EDITION. GENERAL: GI THE GENERAL CONTRACTOR SHALL. REVIEW 41P DETERMINE THAT DIMENNON5 APE COORDINATED BETWEEN ARCHITECTURAL AND 6T%CTUP.AL DRAWING6 PRIOR TO FADRICATION OR START OF. CON5TRUCTION. G2 NO STPJCTURAL NEN15ER SHALL BE CUT, NOTCHED OR OTHERIAH; REDUCED IN 6tRENGTH, G3 THE GENERAL CONTRACTOR SHALL COORDINATE ARCHITECTuRAL, MF..CHANICAL AND ELECTRICAL DRAWINGS FOR ANCHORED, FMBEDG OR SUPPORTED ITEMS WHICH AFFECT THE STRUCTURAL_ DRAWINGS. G4 ALL SECTION5 AND DETAILS SHALL BE CONSTRJED TO BE TYPICAL UNLE55 OTHER.U15E NOTED OR DETAILED. FI CONTRACTOR SHALL DETERMINE IF ANY UNSUITA15LE CONDH ION6 ARE D15COVEPED DURING EXCAVATION WHICH WOULD PREVENT ATTAINMENT OF THE DE51GN 601L PRESSURE REQJIRED BY THE 5011-5 REPORT. CONCRETE 4 REINFORCING: CI CONCRETE WOf`'!G SHALL CONFOW TO ACI CODE REQUIREMENTS FOR REINFORCED CONCRETE (ACI 318-89) C2 ALL CONCRETE SHALL HAVE A MIN, 25 DAY 5TRENGTH A5 FOLLOlU5: FOUNDATION5, FILLED CEl_L5, TIE REAMS, 6LAB5 ON GRADE 3,0000 P51 C3 REBAR5 SHALL CONFORM TO A61M-615 GRADE (20, U)ELDED WIRE FABRIC SHALL. CONFOf"41 TO ASTM A-155. C4 SPLICES AND ANCHORAGE OF REINFORCING SHALL BE A5 FOLLOW6) UNLE55 OTHEW15E NOTED: WELDED WIRE- FABRIC 6' ALL Ott -!ER 36 DIA (12'111N) C5 REINFORCING Ird WALLS, FOOTINGF) ANTI DFAM6 SHALL_ BE CONTINUOUS AND LAPPED 366, BAR DIA AT 6PLICF UHL.C55 OTHER 16E HOTED. HOOK AND LAP ALL CORNER AND INTER517CTMi F346. C6 MINIMUM COVER FOR REINFORCING SHALL. DE A5 DETAILED. MA6or1RY: NI MA60NRY C(A 6TRUCTION 51-IAI-L CONFORM TO AGI 6TANDAPD5'iz P1,111 -DING CODE FOR CONCRETE MA60NRY (ACI 5I6CE 5 ?8) AND 6PECIFIC:ATIG)H6 FOR 1.1A5ONRi' STf�1CTU(rES (ACI 5M)I-P0/A5GF M2 coNCRi^TE BL.00K5 51-IALL CONFOR41 'TO ASTM C.-90. M3 t'10P.IAR SHAL.t. COMPLY WITH A5TT1 C2-10, -TYPE M OR 6. M4 SEE FOUNDATION PLAN FOR ALL VERTICAL RFINFORCING. TYPICAL. REINFOR,r'Wa SIZE AND 5PACING SHALL BE ABOVE AND BELOW ALL WALL OPFNING6. 1.15 PROVIDE FILLFD PREC60,T U -LINTELS W/I5 CONT, AT ALL OPENINGS WHEFE: CONUR TE BEAMS ARE NOT SHOWN OR NOTED M6 EXtL-ND ALL VORTICAL WALL F1 11,IFORCINC4 TO 2' OF TOP OF WALL J OR BEAM UNLE55 OTHEP•U11,5F NOTED. / 5' GGt Ic. 5LA5 W1 6 X 6 - 10/10 W11U.M. ON h MIL VAPOR PARRIER ON CLEAN, WELI..-COMPACTED, TEPJ-11TE- TREAlED FILL..— FIN, FLR . 7 7_­__­_....:.�, P?OVIDE COF-J1E1F F3,AR)5 2'-41' II,I Flom DIP CTIGN5, TYPICAL 2 ,J l/At.l ry. `/. 11 .... I, _..OIL w..w..•+.•..-.-.+....�.�-..+....�.�.�........ I 25' LAP MIN. A D FKLU L , U M N PAD I -1.A KI m�IUIDTI-I LENGTH DEPTH REINFORCING FA r]'-01 S'-0' 2'-0' POTN WAYS FF3 4'-0' 4'-0' 2'-0' S'6 A 6' OC 150TH WAY5 Fr 21-0' 2'-0' 2'-0' NONE REQUIRED AT NON -LOAD OFARING COCl. '11`15 I. 20' LONG '-, RF. 3AR HAIR PIN TYPICAL AT UPLIFT CONDITION`S 5HOWH 2. 1.1.115 PE51GN WILL MEET THE 120 MPH UJIND LOAD A5 PER 5ECTION 1606 OF THE 2,001 FB(-- . 3. REFER TO 'USA' ANCHOR F30LT LAYOUT FOE? EXACT LOCATION OF C0I.I11''11`d5 11 E I lipg� 2816 PICKFAIR ' FRCE-T ORLANDO, R 32803-6827 PH 407 397 5461 CL 407 325 799.2 FX 407 897 5461 10#+ email: archsohvo@aol.conl q4wva yl CONSTRUCT . ]ON 00. GENERAL COQ 1 AUORS 790 MONROl It( )AD,SR 15 SANF ORD, I,•I-, 32771 I'I 1 407 323 1150 FX 407 32:3 9304 mckc,cconstRaol coni Xi iNow jz Ir P 7DYom, r- �, 0 oVa U G._= _9 "4q➢i19'�E,A17�'. #1GJ c= W.,U 5HUff 1-FORMA'110H DAIE: 11 MAII(I1 2003 BRAWN BY:-__�____.--...._-_S-I)R _ PROJC:I' NO: _.-_..- 20031 IASI PLOT BAIT: 16 MARCII 7003 FOUN[DATIU\1 PLAN DOOR -A111M1NL" ir-IRE5HOl P r-1AWICAP ACCE63151,. SLoP- DaM ALLAY I, IL.I)Ma 7 1/4' PER. F1', i „ A a a' lX - . EXRAI,M!"," I MATERIAL --,q ICOi,E "I. ALANT F I` Il „�9�a L C ��1K� fg JX, �W�A IL� f�QpI1rA t -Grp �.•tf...l. �C?!.I �-'-t`t��.��.4�1��'i aA�d'+T� ' r Fid T \ $0L 11.E •l ° w � ".._ .._. (44EAP VF I'All- VNILAAr) � NY WALL A��D4TAIL AAM d 6CALE: 3' = I'-0' t s. WKE TRIM - PAINT TO MATCH WALL L P4,tELB-w- GI'R'T 26 GA R-P4IFI,. 5Y," ll - 3' (VINYI,.) METAL 13LDG iN`3t.ILATI4I— LBETWEIEN COL"15 aTU= rINISH OY1wR PAPER-DACKCP MIETAL, LATH ON 7' PLYWOOD OVER 3V MFTAL FPZI'IW3 TOP OF: MA.W , LiNTEL_ CO,JRSF- W1 f IITE, Caff ' ! iOGI , AT IN,'NT5[.. Y1 vL'lrAl P 1i lii?;Ir: 1i IN e;OLIP Grp!"t P CELL - SEE FLOOR P1_41 FOR LOCATIOM FIORIZONTAL REINF-ORCIPG-i 10 I(o7 Or, ---- a, __ a' Ct°icl, PAINTS _ rINI5H FI-OOR 0'-0' (�'.�FENCE) 2(o GSA GALVAIWri 'R' PANEL PilRI-INS AT a' -V DARING RAFTFR f2TR,l,ICR,IP.AL COL"i 5r-,YGHP 51 cla"CRIETIF .- A I , i A l 1 B..tT_" VE HF IGH 3 -/JAR ,UM GU rT P 9 PO U1,1` POUTS 141NEL ANDAAF"P W WA;.I-L PAN4-:L.S MFTAL F31 --PG Ih4031lLATION CHANI 15=1.. TOP or I' I ^A 1prr CONT AT L-INI'EL- 13' HOCK AT LINiCL Yr-FRTIC,AIrn FIEIi1 QR(' ING.- 1 `9 IN WLIP Gr-,OUTFI,? 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OAD, Sl; 15 ,�r1Pll'f)lil_), Fl-, 327,71 111,107 323 1150 !'X X407 323 �);.30A1 l I1CI:�000I I::iI ��'OhI.COI11 1 E=j M t ry I IL J t)n tr M MARCH 2003 DRAWN BY, cl?R mo�-c� r wy: 20031 L �S1 ROT DNI ky�„.. 16 MARQ 12003 WALL F) r--- [A I I.� f� E L. f_ I L A L LYMIQLL �SAT L 4:,5 S SINGLE POLE SWITCH 01 (SUBSCRIPT INDICATES ITEM CONTROLLED) S 3 THREE --WAY SWITCH S4 FOUR-WAY SWITCH S WP SNGL_E POLE SWITCH WITH WEATHERPROOF COVER S M MANUAL MOTOR STARTER WITH OVERLOAD HEATERS SD DIMMER SWITCH (1500 WATTS UNLESS OTHERWISE INDICATED) DUPLEX RECEPTACLE DUPLEX RECEPTACLE MOUNTED ABOVE COUNTER SIMPLEX RECEPTACLE (EWC DENOTES � - ELECTRIC WATER COOLER. COORDINATE WITH EWC EWC INSTALLER FOR MOUNTING HEIGHT) GFI RECEPTACLE. WP DENOTES WEATHERPROOF COVER. GFI RECEPTACLE L+IOUNTED ABOVE COUNTER AT 42" AFF TWO DUPLEX RECEPTACLES WITH COMMON COVER (- 'TWO DUPLEX RECEPTACLES WITH COMMON COVER MOUNTED ABOVE COUNTER RECEPTACLE COINNECTED TO EMERGENCY POWER 1/2 SWITCHED OUTLET DUPLEX FLOOR OUTLET RECES'.30) IN -FLOOR S Y M IJ U L z:fMaQL Q,E 4QRIPT14�1 r BRANCH CIRCUIT PANELBOARO, UNDER 250 VOLTS, �- SURFACE MOUNTED -T -- BRANCH CIRCUIT PANELBOARD, UNDER 250 VOLTS, --�--_ FLUSH MOUNTED I� ELECTRICAL METER r 9 i 'r I; r DISCONNECT SPECIAL PURPOSE RECEPTACLE, RATING AS NOTED F-0----1 PHOTOCELL., MOUNTED ON ROOF FACING, NOR'11-1 L57- 7I CONNECTION TO MECHANICAL EQUIPMENT (� JUNCTION BOX 'TYPE UNLESS OTHERWISE NOTED SI-iI. NT --TRIP BUTTON -- FLUSH MOUNTED UNLESS 01I1ERWISE NOTED [ NEMA 3R FOR EXIF_RIOR LOCATIONS 1-( [RA`CLI CIRCUIT CONDUIT CONCEALED ABOVE FII NG JPIN WALL. I (�-o p C CONDUIT SHALL INCLUDE PHASE, NEUTRAL, AND GROUND CONDUC rORS -� AS REQUIRED FOR CIRCUITS (UNLESS OTHERWISE NOTED). _ BRANCH CIRCUIT CONDUI r CONCEALED IN SLAB, ... UNDERGROUND OR UNDER FLOOR. " -- -- BRANCH CIRCUIT CONDUIT EXPOSED - - E ""' - EMERGENCY CIRCUIT x V GROUND OR GROUND ROD AS NOTED --a CONDUIT TURNING UP --- CONDUIT TURNING DOWN WALL MOUNTED CONDUIT STUB ----- CONDUIT CONTINUED d FLEXIBLE CONDUI T ELECTROMAGNETIC DOOR ELECTRIC DUCT HEATER, MAINTAIN WORKING CLEARANCE PE:TZ TlFPA 70 -0) MOTOR CONIIEGTION, NUMBER DENOTES HORSEPOWER r -� 1-0 2OO F DISCONNECT SWITCH, SIZE AS NOTED NON-FUSED i NF DENOTES {LANDSCAPE AF DENOTES AMP FRAME 4 AT DENOTES AMP 'TRIP PANEI_ NEMA 1 UNLESS NOTED O.C.P. SIZE# OF POLES LN 301 3R COMBINATION MAGNETIC MOTOR STARTER, SIZE AS NOTED 0 4 r w ` — ENCLOSURE SECURITY l_IGhI'r W/ MOTION SENSOR NEMA STARTER SIZE S Y M IJ U L z:fMaQL Q,E 4QRIPT14�1 r BRANCH CIRCUIT PANELBOARO, UNDER 250 VOLTS, �- SURFACE MOUNTED -T -- BRANCH CIRCUIT PANELBOARD, UNDER 250 VOLTS, --�--_ FLUSH MOUNTED I� ELECTRICAL METER r 9 i 'r I; r DISCONNECT [---�-- FLUORESCENT WALL MOUNTED FIXTURE WITH WALL OIJTLET BOX L � Lrzn1jfz F-0----1 FLUORESCENT STRIP FIXTURE 48/2 1st NUMBER INDICATES LENGTH IN INCHES --OR— 2nd NUMBER INDICATES NUMBER OF BULBS 'TYPE UNLESS OTHERWISE NOTED EXAMAELES: T 48/2 -- INDICATES A 4—FT, 2—BULB FIXTURE 96/1 — INDICATES AN 8—FT, 1 -BULB FIXTURE 1-( ACTUAL LENGTH OF FIXTURE SHOULD BE SHOWN I (�-o p C ACCURATELY ON PLANS -� FLUORESCENT FIXTURE/48"X24", 4—BULL q N FLUORESCENT FIXTURE/48"X24", 4—BULB -�'1- f r CEILING MOUNTED LIGHT FIXTURE COMPLETELY SHADED DENOTES SURFACE -MOUNT [---�-- FLUORESCENT WALL MOUNTED FIXTURE WITH WALL OIJTLET BOX L � UNDER COUNTER FLUORESCENT LIGHT FIXTURE fi HID, FLUORESCENT, OR INCANDESCENT FIXTURE MAHUAL PULL STATION EXIT LIGHT FIXTURE CEILING SMOKE DETECTOR, PHOTO - [:LEC TRIC . DIRECTION ARROWS AS SHOWN 'TYPE UNLESS OTHERWISE NOTED (SHADED QUADRANT INDICATES FACE(S) OF FIXTURE) I = IONIZATION "'- 1-( WALL MOUNTED EXIT LIGHT FIXTURE. I (�-o p C EXTERIOR LIGHT—FIXTURE WITH ARMS, AS SHOWN ON DRAWINGS -� SHADED EXTERIOR LIGHT FIXTURE SHALL BE EQUIPPED WITH q N AUTOMATIC QUARTZ RESTRIKE -�'1- f r CEILING MOUNTED LIGHT FIXTURE SMUT -DOWN RELAY DOWNLIGHT FIXTURE t K� ADJUSTABLE DOWNLIGHT FIXTURE x V VAPORPROOF DOWNLIGHT FIXTURE CHIME/FLASHING TIRE" LIGHT VAPORPROOF ADJUSTABLE DOWNLIGI-IT FIXTURE I V �J WALL MOUNTED TERMINAL. BOARD "T IB/CTB" -c1?{ BRACKET LIGHT FIXTURE d HJ ELECTROMAGNETIC DOOR THEATRE L_IG1-IT STRIP ''7._0 V ti ADJUSTABLE: TRACK LIGHTING �C) HALOGEN SPOTLIGHT i {LANDSCAPE L.IGIITING 4 °FACP" PANEI_ SCONCE LICHT I "FAAP° PANEL — FLUSH MOUNTED INDOOR EMERGENCY LIGFIT 4 r w CONDUIT AND WIRING SECURITY l_IGhI'r W/ MOTION SENSOR TW --- INDICATES TWILIGHT SENSOR TM - IPdDIQA*IF_S TIMER. M - INDICA'IFS, MOTION SENSOR OUTDOOR WALL. -PACK SECURITY LIGHT L C G L N I? aYj�y1��—o-L ON p p p /n�[:^�-1��('�R�I�P(r V FIRE �C:.�knlr RNj,/D_ll�I. E_Q I_K9i_5_ 1 lE9 —n! J MAHUAL PULL STATION PSS CEILING SMOKE DETECTOR, PHOTO - [:LEC TRIC . ` 'TYPE UNLESS OTHERWISE NOTED - - I = IONIZATION "'- DUCT SMOKE DETECTOR COMPUTER OUTLET _ R = RETURN 2 = QUANTITY OF OUTPUTS S = SUPPLY fZ l AIR HANDLING UNIT 1 SMUT -DOWN RELAY W = WALL MOUNTED COMBINATION AUDIBLE/VISUAL COMPUTC-_;R/TELEPHONE OUTLET SIGNALLING UNIT - C = A0OVE. 'THE COUNTER CHIME/FLASHING TIRE" LIGHT W = WALL MOUNTED VISUAL SIGNALLING UNIT -- �J WALL MOUNTED TERMINAL. BOARD "T IB/CTB" FLASHING "FIRE" LIGHT ONLY 'TELEPHONE SYSTEM (NO AUDIO DEVICE) HJ ELECTROMAGNETIC DOOR COMPUTER SYSTEM BOLD OPEN DEVICE 01 CEILING HEAT DITTECTOR, 135' UNLESS OTHERWISE / INDICATED FIRE ALARM CONTROL °FACP" PANEI_ _.- — FIRE ALARM ANNUNCIATOR "FAAP° PANEL — FLUSH MOUNTED F — FIRE ALARM SYSTEM r w CONDUIT AND WIRING C U SECURITY PANEL. FOR ALARM SrCURITY SYSTEM VIDEO MONITOR 11A0L 1), F;-, 1QRIP BION, TFCKi E/_QQMEUI _J�A_QEVM_IENL EL TELEPHONE OUTLET PSS C = ABOVE -THE COUNTER ELCP 1-1 = HANDICAPPED ELPC EA P = PUBLIC PAY \I W = WALL. MOUNTED COMPUTER OUTLET cz DOOR CHIMES 2 = QUANTITY OF OUTPUTS EXHAUST FAN C = AL30VE 'THE COUNTER EXHAUST FAN W/ LIGHT FIXTURE P = PRII\I TER W = WALL MOUNTED COMPUTC-_;R/TELEPHONE OUTLET C = A0OVE. 'THE COUNTER W = WALL MOUNTED urrsutcrJi[u>rrxu TELEPHOHE/COMPUTER TERMINAL. BOARD "T IB/CTB" T - 'TELEPHONE SYSTEM ,.•- RACEWAY -CJ�4 COMPUTER SYSTEM RACEWAY GENERAL NOTES 1 LIGHT SWITCHES SHALL_ BE MOUNTED 48 INCHES ABOVE FINISHED FLOOR TC) GF'NTER LINE OF DEVICE, UNLESS OTHERWISE NOTED. 2 RECEPTACLES SHALL BE LOCATED 18 INCH ABOVE FINISHED FLOOR '1;O CENTER LINE OF DEVICE, UNLESS OTHERWISE NOTED. 3 EQUIPMENT SHALL BE OF MATERIALS SUITABLE FOR AND NEMA RATED FOR 'THE ENVIRONMENT IN WHICH 'THEY ARE TO BE INSTALLED. 4 A. WORKING CLEARANCES FOR ELECTRICAL EQUIPMENT SHALL BE IN COMPLIANCE WITH NEC ARTICLE 110. E3. THE EXCLtJSIVEI_Y DEDICATED SPACE EXTENDING FROM FLOOR TO STRUCTURAL CEILING WITH A WIDTH AND DEPTH OF THE PANELBOARD OR SW► rCHBOARD MUST BE CLEAR OF ALL PIPING, DUCTS, EQUIPMENT FOREIGN TO THE ELECTRICAL- EQUIPMENT LECTRICALEQUIPMENT OR ARCHITECTURAL APPURTENANCES IN ACCORDANCE WITH NEC ARTICLE 384. 5 WHEN ELECTRICAL BOXES ARE LOCATED IN VERTICAL FIRE RESISTIVE ASSEh4BLIES, (CLASSIFIED AS FIRE/SMOKE AND SMOKE PARTITIONS), THEY SHALL BE IN PALLED WIT1IOUr AFFECTING THE FIRE CLASSIFICATION. ALL OF THE FOLLOWING CONDITIONS SHALL. BE MET: A. ALL ELECFRICAL BOXES STIAL.L UE METAL„LIC, B. BOX OPENING. SHALL_ OCCUR ONLY ON ONE. SIDE OF FRAMING SPACE. C. BOX OPENING SHALL NOT EXCEED 16 SQUARE INCHES. D. ALL CLEARANCES BETWEEN OUTLET BOX AND GYPSUM BOARD SHALL_ YE COMPLETE[_'( FILLED Will -I JOINT COMPOUND (OR OTHER APPROVED MATERIAL_). E. PROVIDE A WALL. AROUND OU'T1.1TS LARGER IIIA] 16 SQUARE INCITES, 'II IE INTEGRI rY OF T1IE WAIL. RATING SMALL. BE MAINTAINED. F. THE 1OTAL AGGREGATE SURFACE AREA OF 'ITiE BOXES SHALL NOT EXCEED 100 S00ARE INCHES PER 100 SQUARE FEET. G. OUTLET BOXES LOCATED ON OPPOSITE SIDES OF FIRE RESISTIVE•. ASSEMBLIES ;HALL BE SEPARATED BY A MINIMUM HORIZONTAL DISTANCE OF 24 INCHES. ' H. OUTLET BOXES SHALL BE SECURELY FASTENED TO WALL FRAMING M0ABERS, 1. THE OPENING IN THE GYPSUM BOARD FACING SHALL BE CUT NOT TO EXCEED '1 /8 INCH BETWEEN THE EDGES OF THE OUTLET BOX AND 111E EDGES OF THE QPENING. 6, EI..ECJRICAL CONTRAC'LOR TO PROVIDE RISER DIAGRAMS AND LOAD CALCULATIONS 7. ALL SMOKE DEFECTORS TO BE INTERCONNECTED hf cwnaww9awnm9�rn9mrywneaHa®afxu;�+aara"�T n5aw,xwno.sa9�n9'mv<m[..+�iw.rt2v�uiemfa'saau�rt„+A'5^M�Rr�✓wMs�mw+ao* a �:. rv: i,.1f.0.��an�am�r,®m�aM'r 4f sT f..i. nT.mrn+ ^,.,„nMinl'Yo�ww`n*a9aa°'�)V�•. v, rw�{iom§.arfuxR.9�o+xnnY+'9runev�mvlMwNr,:.;.I.vwvaiwxvM✓90191Mako✓F.FY:�'.v:9'.r'rwmn✓.N�9M',4.Au✓w9wk.Mew.m•mn-w9w*NY.F_•mew,nvrm-re.M'raawme.,s.�'.asrni9b.MFFa9.Wv�9rimawnne..M.�nMnw'Wa+xfnaw.9m�nrsna•.awiyw+MP•w+Rwfwnwmnarrervr.��.M.vi+e.e..,,nn+ao9AE+/nr�a�:+w”.9+nW+.amss.�wY/nanwavinnanartx:nvn+.rwM'a1'9newa9rvx.9m9raaE9n',n1Wwt w�•Ins'Mf'•MH!vhfa'9vmw9.tfuam:rvV�+Mn9axW'anainT':rb Mri�xw9'wan.nWx}mNwsnR9'.9'/Md'Paalaeu.NHMf+wWna9#'.rtn. M`v.AMaaYMMr9eFixona . MMswaan9.M'nn ntauwvxM+:.rf _$_YmI9OrL` ICS INTERCOM SI-ATION EL INTERCOM MASTER STATION PSS IHTERCOjA POWER SUPPLY ELCP INTERCOM SYSTEM WIRING GENERAL NOTES 1 LIGHT SWITCHES SHALL_ BE MOUNTED 48 INCHES ABOVE FINISHED FLOOR TC) GF'NTER LINE OF DEVICE, UNLESS OTHERWISE NOTED. 2 RECEPTACLES SHALL BE LOCATED 18 INCH ABOVE FINISHED FLOOR '1;O CENTER LINE OF DEVICE, UNLESS OTHERWISE NOTED. 3 EQUIPMENT SHALL BE OF MATERIALS SUITABLE FOR AND NEMA RATED FOR 'THE ENVIRONMENT IN WHICH 'THEY ARE TO BE INSTALLED. 4 A. WORKING CLEARANCES FOR ELECTRICAL EQUIPMENT SHALL BE IN COMPLIANCE WITH NEC ARTICLE 110. E3. THE EXCLtJSIVEI_Y DEDICATED SPACE EXTENDING FROM FLOOR TO STRUCTURAL CEILING WITH A WIDTH AND DEPTH OF THE PANELBOARD OR SW► rCHBOARD MUST BE CLEAR OF ALL PIPING, DUCTS, EQUIPMENT FOREIGN TO THE ELECTRICAL- EQUIPMENT LECTRICALEQUIPMENT OR ARCHITECTURAL APPURTENANCES IN ACCORDANCE WITH NEC ARTICLE 384. 5 WHEN ELECTRICAL BOXES ARE LOCATED IN VERTICAL FIRE RESISTIVE ASSEh4BLIES, (CLASSIFIED AS FIRE/SMOKE AND SMOKE PARTITIONS), THEY SHALL BE IN PALLED WIT1IOUr AFFECTING THE FIRE CLASSIFICATION. ALL OF THE FOLLOWING CONDITIONS SHALL. BE MET: A. ALL ELECFRICAL BOXES STIAL.L UE METAL„LIC, B. BOX OPENING. SHALL_ OCCUR ONLY ON ONE. SIDE OF FRAMING SPACE. C. BOX OPENING SHALL NOT EXCEED 16 SQUARE INCHES. D. ALL CLEARANCES BETWEEN OUTLET BOX AND GYPSUM BOARD SHALL_ YE COMPLETE[_'( FILLED Will -I JOINT COMPOUND (OR OTHER APPROVED MATERIAL_). E. PROVIDE A WALL. AROUND OU'T1.1TS LARGER IIIA] 16 SQUARE INCITES, 'II IE INTEGRI rY OF T1IE WAIL. RATING SMALL. BE MAINTAINED. F. THE 1OTAL AGGREGATE SURFACE AREA OF 'ITiE BOXES SHALL NOT EXCEED 100 S00ARE INCHES PER 100 SQUARE FEET. G. OUTLET BOXES LOCATED ON OPPOSITE SIDES OF FIRE RESISTIVE•. ASSEMBLIES ;HALL BE SEPARATED BY A MINIMUM HORIZONTAL DISTANCE OF 24 INCHES. ' H. OUTLET BOXES SHALL BE SECURELY FASTENED TO WALL FRAMING M0ABERS, 1. THE OPENING IN THE GYPSUM BOARD FACING SHALL BE CUT NOT TO EXCEED '1 /8 INCH BETWEEN THE EDGES OF THE OUTLET BOX AND 111E EDGES OF THE QPENING. 6, EI..ECJRICAL CONTRAC'LOR TO PROVIDE RISER DIAGRAMS AND LOAD CALCULATIONS 7. ALL SMOKE DEFECTORS TO BE INTERCONNECTED hf cwnaww9awnm9�rn9mrywneaHa®afxu;�+aara"�T n5aw,xwno.sa9�n9'mv<m[..+�iw.rt2v�uiemfa'saau�rt„+A'5^M�Rr�✓wMs�mw+ao* a �:. rv: i,.1f.0.��an�am�r,®m�aM'r 4f sT f..i. nT.mrn+ ^,.,„nMinl'Yo�ww`n*a9aa°'�)V�•. v, rw�{iom§.arfuxR.9�o+xnnY+'9runev�mvlMwNr,:.;.I.vwvaiwxvM✓90191Mako✓F.FY:�'.v:9'.r'rwmn✓.N�9M',4.Au✓w9wk.Mew.m•mn-w9w*NY.F_•mew,nvrm-re.M'raawme.,s.�'.asrni9b.MFFa9.Wv�9rimawnne..M.�nMnw'Wa+xfnaw.9m�nrsna•.awiyw+MP•w+Rwfwnwmnarrervr.��.M.vi+e.e..,,nn+ao9AE+/nr�a�:+w”.9+nW+.amss.�wY/nanwavinnanartx:nvn+.rwM'a1'9newa9rvx.9m9raaE9n',n1Wwt w�•Ins'Mf'•MH!vhfa'9vmw9.tfuam:rvV�+Mn9axW'anainT':rb Mri�xw9'wan.nWx}mNwsnR9'.9'/Md'Paalaeu.NHMf+wWna9#'.rtn. M`v.AMaaYMMr9eFixona . MMswaan9.M'nn ntauwvxM+:.rf _$_YmI9OrL` Qx_,aQf�I e_LjQjl ELE EL ELECTRIC LOCK HARDWARE AT DOOR, SEE D ARCHITECTURAL TECfURAL HARDWARE SCHEDULE ELCP ELECTRIC LOCK CONTROL PANEL, LOCK/UNLOCK ELPC EA ELECTRIC LOCK POWER CAHIHEI MISCELLANEOUS SYMBOLS SPEAKER, IN CEILING L.""_J SPEAKER, WALL. -MOUNT L [ � PUSH 13U L OI'l IRRIGATION CONTROL PANEL. TELEVISION LOCATION \I THERMOSTAT GARBAGE DISPOSAL cz DOOR CHIMES 6� EXHAUST FAN - �- EXHAUST FAN W/ LIGHT FIXTURE PADDLE FAN 0 2816 PICKFAIR STREET ORLANDO, F l_ 32303 6827 11/66 PH 407 897 5461 CL 407 325 7001 FX 407 8915461 �' :`tip• s�9 emall: arch )lue rc,@ ol.com „�. r�ziirrrll�l?z..¢�trtril�/�' `/� n GENE UL COMIMACTons 790 MONRO , ROAD, Sig. 15 SA>` FORD.11, ;32771 1111107 ,323 1150 FX .407323) 9301 T11c 4:ecam.�t`'aoLccl r� 4r "Tim, 0 • I'LL yea ���rr "507 ' c IhmW>• [� =-.. i c (Fin „aura T � f 11.1 (DAWA 11'(,1 l DNI E, 14 NAAR01 17.403 DRAM BY: CIA LAST PLOT IDA]E: Yj MARGO 700) R vIT,FG)1�i'3 F- 0 10 � nou c 17-011 150 --Op' 0 CO 12'-0 or-r-Icl-- Jl (T 5-411 0'-011 3,- 0111 5"__011 M li m 0 AVU NIECTUPAII.- 11SCUM 2816 PICKFAIR STREET ORLANDO, Ft.. 32803-6827 PH 407 891 5 161 CL 407 M) 7992 FX 4107 897 5461 -t 1.0 orflail: archsolve,fig ".10I.Corn MIMI. C(MMACTOnS 790 MONROE ROAD, Sit 15 SANI'ORD, 11, .2771 PI 14 07 323 11,50 YX Q'I 323 9301 ....... ... 3g'-, 114 �21 rn 16 c YlfW MWA ((Y/, r Cow) wMM, On MMIMAWWWWO ZZ, --T,l FIT-11710-10ATI KPI DAIF,* M MARCH 2003 DRAWN BY: (OR LAST PLOT OM 16 MUM 2003 FLOOR ILAF1 FLIkjikIDA SANFORD, FL 32771 Iq SANFORD PFI 407 323 1150 FX 407 323 9304 COMPONEMIa MID CLADDING PRESSURE (PSF) i m 1.00, exp = B. gqA = 0.00 (0) ; COMPONENTS AND CLADDING PRESSURE (PSE) ; (1 = 1.00, exp B, pi = 0.55 (PE) # Mailing Address: ' DD CODE H O0M�MV VELOCITY ZONE P.O. BOX 471366OWNER i NAME: DAVE RUSSELL L ROOF wALL ROOF WALLS LAKEMONROE, FL 32747-1366 ADDRESS: 136 DEERPATH RD CVR COVER, INDEX & At E3REVIATIONS o 1 2 3 5 t 2 3 _5 EMAIL: drodd@tnekeecottstrtrctionco.coin CITY, STATE, ZIP: DEBARY, FL 32713 A1.0 LIFO. SAFETY PLAN APPUCCABLE CODES 0 120 MPH -19.74 -34.70 -49.81 +20.39 -22.85` +21.32 30.01 120 MPH -31.80 -86.83 -62.03 +32.45 -34.92 +33.38 -42.07 PHONE : (386) 668-0136 A1.1 FLOOR PLANCiTY OF SANFORD ►+ FOR ZO1`IF, LOCATIONS SEE FOC FIGURE 1606.2 (C) THE VALUE OF "a" SHAH. BE - EMAIL: EZIDONA@AOL.COM A2.1 EXTERIOR ELEVATIONS TAxFN As 4'-0" CONTACT: DAVE RUSSELL AM WALL SECTIONS 1 FLORIDA BUILDING CODE 2001 EDITION (USED FOR BUILDING, PLUMBING, MECHANICAL, FUEL do GAS, _ A4.1 WALL SECTIONS � FLORIDA ACCESSIBILITY FOR BUILDING CONSTRUCTION, STATE OF FLORIDA MODEL ENERGY EFFICIENCY) s AR�C�HTEC�, U E.0 DOOR DETAILS E.1 ELECTRICAL PLAN, RI SERS FLORIDA FIRE PREVENTION CODE 2001 EDITION ARCHITECTURAL DYNAMICS, LLC 2816 PICKFAIR ST NFPA FIRE PREVENTION CODE 2000 EDITION UR A4 G SYMBOL LEGENDD a ORLANDO, FL 32803-6827 PH: 407 897 5461 FX: 407 896 3501 NEPA 101 2000 EDITION EMAIL. ARCH DYNAMI SONE@AOL. OMNATIONAL ELECTRIC CODE 1999 EDITION DETAIL rIVM9ER CONTACT: JOYCE PHIPPS - - - - - - - - LINES OF CEILING CHANGES at SOFFITS, OVERHANGS, ETC, FL LIC # AA 26000600 T 4 THRU-BUILDING SECTION 7;:gN OCCUPANCY GROUP F -FACTORY INDUSTRIAL CONTRACTOR CONSTRUCTION TYPE TYPE IV, UNPROTECTED DETAIL WILL APPEAR 2 BUILDING AREA-EXISiTNG 10,500 SQUARE FEET ON THIS PAGE f. NAME: McKEE CONSTRUCTION CO. 0- ' ' BUILDINGAREA-ADDITION 10,500 SQUARE FEET � COLUMN GRID REFERENCE NUMBER. or LETTER ADDRESS; 790 MONROE ROAD BUILDING AREA --TOTAL 21,000 SQUARE FEET _,... , J FULL WALL SECTION CITY, STA I E, ZIP SANFOR7, FL 32771 BUILDING HEIGHT +/- 22'-0- PHONE: 2'-0"PHONE: 404 3231150 5PRINKLERED YES FAX: 407 323 9304 11-101 DOOR NUMBER EMAIL: DRODD@MCKEECONSTRUCTIONCO.COM PARTIAL SECTION CONTACT :DAVID RODD 1. PLANS ARE DESIGNED FOR COMPUANCE WITH CHAPTER 1606 OF THE SBCCI 4 FLORIDA BUILDING CODE', 2001 EDITION. DETAIL or ENLARGED PLAN REFERENCE 4 q6 2 INTERIOR ELEVATION TAG CHL 2. DESIGN LOADS NAME : MTC DESIGN BASIC WIND SPEED 120 MPH •� ADDRESS: 110 W. RICH AVE WIND IMPORTANCE FACTOR 1.0 (PER TABLE 1606) 2 WIND EXPOSURE EXPOSURE B (PER 1606.1.8) CITY, STATE, ZIP: DELAND, FLORIDA 32720 INTERNAL PRESSURE COEFFICIENT 0.18 1[�----- PARTITION TYPE (SEE. SCHEDULE THIS SHEET) PHONE: 386 7401454 DESIGN WIND PRESSURE (BASED ON cEluNc� HEIGHT REVISION CLOUD & REVISION NUMBER x ' FAX: 407 327 0227 ENCLOSED STRUCTURE) 23.1 PSIF �i .T ~: EMAIL: SITEDSGN@BELLSOUTH.NET X w__W CEILING NOTE ( TYPE, REFERENCE, HEIGHT) CONTACT :MIKE CASH 3, BUILDING TO BE PROVIDED WiTH WITH COMPLETE FIRE SPRINKLER SYSTEM IN LCEILING MATERIAL r ,F ACCORDANCE WiTH NFPA 13, ORDINARY HAZARD II. or TYPE rtd�� GENERAL NOTES � I, THE CONTRACTOR AND SUBCONTRACTORS SHALLCOOP,pIrJ,,1E THE WORK AND 5. ALL DIMENSIONS ON FLOOR PLANS INDICATE NOMINAL WIDTH UNLESS OTHERWISE 12, ALL FIRE RATED CONSTRUCTION SHALL CONFORM WITH U1. TESTED STANDARDS 21, SEAL/ CAULK PERIMETER OF RATED WALLS AND .PENETRAIIONS OF RATED WALLS IN PHASING OF WORK DESCP,IBED FIEREIN WITH THE CIVIL FtlGlt EERING AND NOTED ON DRAWINGS, AND/OR LOCAL REQUIREMENTS ACCORDANCE WITH APPLICABLE UL DESIGNS, AND REQUIREMENTS OF THE AUTHORITY LANDSCAPE PLANS ISSUED SEPARATELY BY: HAVING JURISDICTION. k_4 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE ALL EXISTING 13. CONTRACTOR TO PROVIDE & NSTALL 2440BC FIRE EXT11,101SI1ERS AS REQUP.FD T � � AMERICAN CIVIL ENGINEERING, CO. 207 N. i1055 ROAD, SUITE 211 UTILITIES AND TO PROTECT THEM FROM DAMAGE. THE CONTRACTOR SHALL BEAR BY LOCAL FIRE MARSHAL, COORDINATE LOCATIONS/PLACEMENTS WITH FIRE MARSHAL. 22, IT SFIALL BE UNDERSTOOD THAT ALL INTENDED WORK IS SUBJECT TO REVIEW AND INTERPRETATION WINTER 5PPIN0, FL 32706 ALL EXPENSES OF REPAIR OR REPLACEMENT OF UTILITIES OR OTHER PROPERTY INSTALL QUANTITY AS PEQUIRED SO AS NOT TO EXCEED 75' OF TRAVEL TO AN BY THE ADMINISfRAfIVE AUTHORITY HAVING JURISDICTION. IN NO CASE SHALL WORK BE PERFORMED �,�) 407 327 7700 DAMAGED BY OPERATIONS IN CONJUNCTION WITH THE EXECUTION OF THE WORK. EXTINGUISHER. WITHOUT THE REVIEW AND WRITTEN AUTHORITY OF SAID AUTHORITY. ALL FINAL CONNECTIONS FROM THE BUILDING TO. EXISTING UTILITIES SHALL BE BY 14, DIMENSIONS ARE FACE TO FACE FOP, MASONRY WALLS. 2, NOT USED THIS CONTRACTOR. 23, THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FEES RELATED TO THE ISSUANCE OF PERMITS, 15, METAL STUD GAUGES FOP, INTERIOR PARTITIONS SHALL BE AS RECOMMENDED INSPECTIONS AND CERTIFICATES NECESSARY FOR THE EXECUTION AND COMPLETION OF THE WORK, 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE SECURITY OF THE SITE AS AND/OR REQUIRED BY THE STUD MANUFACTURER (AND ALL APPLICABLE CODES) FOR AND THE OCCUPANCY OF THE WORK. 3. THE GENERAL CONTRACTOR SFIALL FIELD VERIFY ALL CONDITIONS AND DIMENSIONS REQUIRED IN THE CONTRACT DOCUMENTS, EACH SPECIFIC CONDITION, UNLESS NOTED OTHERWISE, PRIOR TO COi1MENCING ANY WORK. 24. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS WILL GOVERN, LARGE SCALE DRAWINGS SHALL 0. ALL DEBRIS SHALL BE REMOVED FROM THE FT PREMISES BY THE GENERAL 16. GENERAL CONTRACTOR SHALL COMPLY WITH ALA. PEQUIPENEW5 OF THE SOILS GOVERN OVER. SMALLER SCALE DRAWINGS. CONTACT ARCHITECT/DESIGNER TO CONFIRM ALL CONTRACTOR AND ALL AREAS SHALL BE LEFT N A CLEAN CONDITION AT ALL TIMES KE V_4, ALL CONSTRUCTION SHALL- COMPLY WIl'N APPLICABLE CODES AND RESTRICTIONS REPORT. OBTAIN FROM THE OWNER 'THE CURRENT COPY OF THE $OILS DISGR.EPANGIES. ENFORCED BY AUTHORITIES HAVING JURISDICTION. DURING CONSTRUCTION. INVESTIGATION REPORT, SKET UFORMAT101'1 9. THE GENERAL CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO ENSURE 25. THE ARCHITECT/DESIGNER WILL NOT BE FIELD RESPONSIBLE FOR WORK PERFORMED NOT IN DATE 14'hl/1RCH 2003 t �. THE OF THE OCCUPANTS AND 17. INTERIOR FIMSHES SHALL. MEET OP EXCEED CLASS C AS REQUIRED BY FBC TABLE ACCORDANCE WITH THESE DOCUMENTS NOR FOR MISINfERPRETATION OF THE DRAWINGS, NOT FOR _ le".. CONDITIONSYAND ALL APPLICABLE LOCAL,WORKERS STATE, AND RFEQDERAL REGULATIONS. 704.3 AND NFPA 101 SEC. 6-5,7.1 & TABLE A-6-5,2 UNSATISFACTORY WORK BY CONTRACTOR. DRAWN BY: CDR S'anfOrd re N evvq ion DIT, i 26, CONFIRM ALL HOP,IZONfAL DIMENSIONS WITH PLANS IN FIELD PRIOR TO FABRICATION CONSTRUCTION, 10. DISCREPANCIES BETWEEN PORTIONS OF THE CONTRACT DOCUMENTS ARE N01 18, ALL EXTERIOR SIDEWALK CONTROL JOINTS AND EXPANSION JOINTS TO RECEIVE POOP / PROJECT Na CDIt-•2003--01 irate; _� '� d INTENDED. THE CONTRACTOR IS TO CLARIFY WITH THE ARCHITECT/DESIGNER ANY GRADE SEALANT, SL2 MANUF. BY SONNEBORN OR APPROVED EQUAL, 27, ALL ELECTRICAL AND MECHANICAL INFORMATION CONTAINED W (HESE DRAWINGS IS SOLELY FOP, RENEWED BY: BVH DISCREPANCIES WHICH MAY OCCUR PRIOR TO COMMENCING ANY CONSTRUCTION. 19. ALL STOREFRONT GLASS TO BE TEi PERED, THE PURPOSE OF COORDINATION OF THE ARa1TECT'3/DESI0ER'5 WORK. 11. DO NOT OBSTRUCT STREETS, SIDEWALKS, ALLEYS OR OTHER RIGHT-OF-WAYS 20, ALL PENETRATIONS THRU Fin RATED CONSTRUCTION SHALL COMPLY WITH Lk & ALL LAYER MANAGER WITHOUT FIRST OBTAINING PROPER PERMITS. APPLICABLE CODES & ORDINArlCE. � REVISIONS p p REVLSION # DATA; ABBRE �Y ATUNS J: REVLSION 1 5 T4-03 ADD•L. ADDITIONAL BTM, BOTTOM DIA. DIAMETER EXH. EXHAUST GALV. GALVANIZED INT. INTERIOR MAX. MAXIMUM NO. NU1.113ER PLBG. PLUMBING S,F SQUARE FEET, FOOTAGE TEL. TELEPHONE VERT. VERTICAL �..v A.F.F. ABOVE FH5H FLOOR BLDG. DUILDING DIM. DIMENSION EXIST. EXISTING GA. GAUGE if. JOINT MECH. MECHANICAL PLYWD. PLYWOOD SCHED. SCHEDULE TEMP. TFMPER. P VEST. VESTIBULE _ A,F.G, ABOVE FINISH GRADE B,U.R. BUILT UP ROUE DR. DOOR E.J. EXPANSION JOINT G,C. GENERAL CONTRACTOR. MiL, METAL O,G ON CEPIIEP PRO[,. PP.OPEPTY 5LT, SEALANT TAPES. THRESHOLD V.C.T. VUIYL COMPOSITION TILE r COVE A.C.T. ACOUSTICAL CEILING •FILE DN. DOWN EXT. EXTERIOR GR, GRADE MEZZ. MEZZANINE OH. OVERHEAD SEC. SECTION T•P.D, 'TOILET PAPER DISPENSER r ALT. ALTERNATE CLC, CEILING DS. DOWNSPOUT GYP. GYPSUM K.O. KNOCK OUT FIN. MINIMUM OPG. OPENING 0.1. QUARRY TILE SIN, SR,IILAR T.&G. TONGUE AND GROOVE W.C. WATER CLOSET ALUM. ALUMINUM C.M.U. CONCRETE MASONRY UNITS) DWG. DRAWING F.R.P. FIBERGLASS REINFORCED PANEL LAi1. LAMINATEDMISC. MISCELLANEOUS OPP. OPPOSITE SL. SLOPE T.&B. TOP AND BOTTOM W.H. 'WATER HEATER Q ANCH, ANCHOR C,T. CERAMIC TILE D.W. DRYWALL FIN. F93H HDW. HARDWARE LAV. LAVATORY NLDG. MOULDING O,D. OUTSIDE DIAMETER R RADIUS SPEC. SPECIFICATION T,O.F. 'TOP OF FOOTING W.P, WORK POINT p d � SHEET APPROX. APPROXIMATE C.O. CLEANOUT P.F. DRINKING FOUNTAIN F.E. FIRE EXTINGUISHER HGT, HEIGHT Le. POUND M.R. MOISTURE RE515TANi REF, REFERENCE SQ. SQUARE T.O. MAS. TOP OF MASONRY WP. WATERPROOF ARCH. ARCHITECT COL. COLUMN FLUOR. FLUORESCENT H.M. HOLLOW METAL L..II. LEFT HA1,19 MTC. MOUNTING P,T, PRESSURE TREATED P.EIT % REINFORCED, P, INFOPCING S.S. STAINLESS STEEL T.O.S, TOP OF STEEL W.R. WATER RESISTANT CONIC. CONCRETE EA, EACH F.D. FLOOR DRAIN H,P. HIGH POINT LP. LOW PONT NUI.L. MULLION PiD. PAINTED READ. REQUIRED STD. STANDARD T. TREAD W,W.N. WELDED WIRE MESH o ERG, BEARING CONST, CONSTRUCTION E.W.C. ELECTRIC WATER CO )LER FLR. FLOOR HORIZ, HORIZONTAL PML. PANEL OP PANELING REV. REVERSE 5fL. STEEL -fYP. TYPICAL W/ WITH - - BM. BEAN C.J. CONTROL JOINT ELEV. ELEVATION FT. FOOT, FEET MFR. MANUFACTURER IICt1. NOMINAL PART. PARTITION R.H. RIGHT HANG SIPUCT. STRUCTURAL W/0 'xHOUT BTWN. BETWEEN CONT. CONTINUOUS EQ, EQUAL FTG. FOOTING NCAN. INCANDESCENT NAS. i'iASONRY N, NORTH P.N. PHYSICALLY HANDICAPPED RM. ROOM SUSP, SUSPENDED UNFIN. UNFIrISHEO WD. WOOD ELK. BLOCK EQUIP, EQUIPNENT F.V. FIELD VERIFY I.D. INSIDE DIAMETER, M.O. MASONRY OPENING N.I.C. NOT N CONTRACT PLA5, PLASTER. P.O. ROUGH OPENING 5W, SWITCH U,O,N, UNLESS OTHERWISE NOTED BD. BOARD DET. DETAIL ETC. CT CETERA NSUL. INSULATION NATL. MATERIAL N.r.S. NOT TO SCALE P.LAM. PLASTIC LAMINATE R.T.U. ROOF 'TOP UNIT SYS. SYSTEM g "- I�. 1 I REV By: Sanford Firereention Div. � Date: C3- Lff SAFETY PLAN 5CAI,r--: 1/0" = 1'--0" REVISK.-VI PIFVI" f1 14 MAY 2003 UrT SAFETY V[4.11 ACCUIRTITAIII. k"WItt H 2816 PICITAIP!7)TREET ORLANPI), FL 32801"27 ri 1407 897 5461 Cl.- 407 325 7992 FX 407 8q7 5461 email, archsolve@aol.com CONIMUCTIOM CO, GENERAL cot i i nACT0111S. 790 MONROE ROAD, SR 15 SANFORD, FI, 32771 PI 1407 32.11150 FX 407,323 9304 LU < ■ L-A Y4 ULI L. ULM.. DAZE 14 MARCH 7003 DRAWN BY: PROJECT N0 (T)R 7M3AI LAST PLOT DAIT-, 16 MAR(Ii 2003 REVISK.-VI PIFVI" f1 14 MAY 2003 UrT SAFETY V[4.11 4 2 3 ■ r • ■ ■ w • ■ ■ ' u ■ ■ EXISTING UILDING a a ■ — --.--- — — ------------- --- --- —------.—. —-------------- ------ _ __— -- — --- , —__— -- _ --—._.._-- —% __ — ---_• — 1 EXTENTS OF THE NEW I I DEMO AND REMOVE WALL I DEMO A V REMOVE EXISTING ADDITION, EXISTING WALL PANELS AND GIFTS AFTER. WINDOW AID FRAMING (OWNER PANELS, GIRTS, AND DOORS BUILDING ADDITION IS COMPLETE TO C015TRUCT NEW WALL) ■ TO 8E REMOVED. i I I I I I I I I I I ■ I I I I I I ■ I I I I I ,■ ti 1 r l '. I I I I I I■ I j I I I I I 2 I ■ I 112"=O" X MANUALLY—e — — — - — -- cv OPERATED STEEL I I I • I iOVERHEAD I 3"— 0" X ,DOOR (TY 3) FIXED ALU11 ® Q WINDOW A 17-7 E 7 4iry 3 -OT Tol 150'-0" I PLANS REVIEVVED CITY OF SANFORD O-ryo FLOOR PLAN SCALE: I/8•• = I"_0" klI�•S00IUI t 01E8A � APUN I ECIUVAL Ms M[$ 2816 PICKFAIR STREET ORLANDO, FL 32803-6827 4 PH 407 897 5461 Cl. 407 325 7992 FX 407 897 5461 000 email: archsolve@aol.com V?do 0 RUCTIOH1 CO. GENERAL GANMACTons 790 MONROE ROAD, SR 15 SANFORD, FL, 32771 PH 407 323 1 150 FX 407 323 9304 cnckeeconst�aol.com loll mm", o' C.7 0 aa nJL1� ..1 -.dglowm "'Rim 70 Q-1 v (J 5HEET KORMAIION DAIS: 14 MARCH 2003 DRAWN BY: CDR PROJECT N0 CDR 2003-01 LAST PLOT DATE: 16 MARCH 2003 RE�l51ON5 _ REVfS10N #1 14 MAY 2003 U ti