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2913 Orlando Dr - BC01-001683 (NEW COMMERCIAL BLDG) (A)PERMIT ADDRESS PHONE NUMBER l f, (6 <S 75-6 ELECTRICAL CONTRACTOR MECHANICAL CON"IRACTOR -AN kJ K it PLUMBING CONTRACTOR MISCELLANEOUS CONTRACTOR PERMIT NUMBER MISCELLANEOUS CON'T'RACTOR FEE PERMIT NUMBER FEE SUBDIVISION PERMIT # V / l t, DATE PERMIT DESCRIPTION PERMIT VALUATION���' SQUARE FOOTAGE Oj J- 50 d d td cn ul PI ...''d�PPr�'9"'ki'i'VtiW!'�iaecawwwurn..dwuarvaaawmtitrc :v,,.r;caw PLAT OF "AS -BUILT" SURVEY OF CITY ELECTRIC FOR GRAY DEVELOPMENT CORPORATION SURVEY NOTES: 1) No underground utilities or improvements were located by this,survey. 2) The street address of the above-described property is 2911 South Orlando Drive. 3) The above-described property lies in a Flood Zone X. 4) This survey was completed on the ground on 20 September 2001.. SURVEYOR'S CERTIFICATE The undersigned hereby certifies that he has completed this "AS -BUILT' Survey of the above-described property and the plat hereon delineated is an accurate representation of the same. I further certify that this survey meets the Minimum Technical standards set forth by the Florida Board of Surveyors and Mappers pursuant to Chapter 61G17-08 f -the Florida Administrative Code pursuant to Section 472.027 of the Florida Statutes. KITNER SURVEYING R. BLAIR KITNER — P.S.M. No. 3382 P. 0. Boz 823 — Sanford, Florida 32772- (407) 322-2000 Not valid without raised seal of Surveyor -- - — ---._.__�_ N 80'20'13 W 400.00' [], w 42.47 40.23 v, '17 5.4 ASPHALT NEW METAL_ BUILDING r� FF E L- E V, ,b X t1' r� ASP1-IAL ( ^� J,</ �o eArcri ansiN 0.G Ac'PI-IAL I� O�oP-;oo,3------- - ------------------ ��.-. io cr{(xj ----.----------,-��--------=------ _-- �7�� =_= =-- Y a a jl-iEFI PROJECT NO. 96-,312(B) ............ e!e,,he , ,, - '-J AS REQUIRED a AS REQUIREU FRAMED OPENING `Nvm,I U SECTION "A" G TYPICAL RAMP D ETAI L NOTES FOR REACTIONS Building reactions are based on the following building data: Width (ft) - 70.0 { RI,GI p FRAME: ll�AS�C COLUMN REACTIONS 175.0 Eave Height (ft) = 20.0/20.0 Roof Sloperise/12 ) = :0 2,0 2.0 Dead Load (psf ) - - ._� e �, Fra Co�urnn -Dead �Co lat ra . --� --L .L ie v in�d 1 - -Wind �R�1 -Wind-,-L2- - Wind Speed (mph = ., Hor ��V rt . .Hon „Vert`` Line Line iz e , z Hoi-iz .,; Vert .; '.,Hori Vert � � H � i ::�V �. z or z ert i . Hor z Vert C Importance = 1:00 1 T 0.79 1;72 ; 1;.31 2 3 ,,, 2.90 5.52 --8.58 -'13.20 - 2:68 " --8:67 -=7 84 -9.33 2 DL+WL1 3 DL+WR1 , 1 A' - --0.79;' 1.75 =-,1.31 2 31 ,-- 2.90 k 7,76. 2.67 --11:71 860 =16.24 192 -x-.80 7 DL+WL1 +WS :. ;; 1 6 3:33 , . ,. .12' °` , :', 5:32 2 L 6. 3 . '6`:98 12:32. 14.10 x-22:1 "1 =4:82 ' 115.63=12.15 --13.15 * Y 1'.66, ... 3:34 =3:12 ` `5; 32:-=6.98 2 A 172Q 4.81. '` =`21:73 ` ' .,14:1 1 x.28>22 2.85 6:66 , i m c Frame Column '-=-�WindT R2 ---Se s. ► _ L --SegL.:R-- smic °R--� iv .T ' Lne Line ` Noriz,. Vert : : Horiz Vort" : ,.'loriz Vert "' Horiz: Vert 1 ;, 11 �9�4` -X4:81: ,' �.0 10 `` -0 06 0.10. 0:06 1155 :1;33 1 A` 7.85 =9.33 -0':;10 0.06 010 -.0.06 -1.55 4.13 2 T -X2.86, X6.:66'; '0,30 0,16 0:30 0:,16 . 3.69 3:97 2 * A 1216 1 3,15.` 0:30 . 0 16 ., ..' 0;30 ' .. =-0:16 X3.69 ' 9.53 2 Frame dine; 2 �3 5� N DINAL.L :COLUMN; RFAGThONS, -ANCHOR BOLTS, & ,BASE PLATES --- - -Colum*Reactions (k) - - - ---- Out-,-Of=-Plane . Frm Col Dead. Coll ' 1 `°Live. Wind -Left'.,,:` Wind-- Right Wd' P Wd 5, Anc; Bolt Base Plate (in) Grout Line Line Vert Vert ::' Vert Horiz' Vert 'Ho' riz Vert ' 'Horiz 'Horiz NoD(in) Mid Len Thk (in) 1 H 0.2 0:0 0.0 0`.0 0.0" , -, 0.0 0.0 , --2.7 2,8 2 .0.750 6.000 8.000 0.375 0.0 1 F 0,4 0.0 O -Q 0.0 0.0 0.0 0.0 =6.2 ' : ' 6:4 2 : 0:750 6,000 8:250 0.375 0.0 1 D 0.4 0,0 0.0 , 0.0 '0.0 . 0.0 0,0 --5.2 5.4 2 ; -0.750, 6.000 8.250 0.375 0.0 1 B 0.2 0;0 . 0.0 ` : 0.0 : 0:0: 0.0 0.0 -2.0' 2,1 2 0.750 64'000 8.000 0.375 0.0 7 A 0.3 0,5 , 1.7 0.0 -12 0.0 , -2.0. 1:8 1. 9 2 0,750 6.000 8.000 0.375 0.0 7 C 0:9 1.5 4.7 Q:0 -=9.6 0.0 _ --5:2 A :1 4.3.' 2 0.750 5:000 7,500 0.250 0.0 7 E 0.9 13 4.1 :; -0.0 _-5:9,,,0.0 --5,9 ---4.8 4:9 2,11' 0:750 5.000 7.500 0.250 0.0 7 G 0.9 1:5 4.7, ; 0.0 . =-5.2 0:0 -=9.6 -�4.1 4,3 2 0:750 5.000 7,500 0.250 0.0 7 T 0:3 :. Q.5 1.7: , Q.0 -2-0 0.0 .-3..2 -1.8 1.9 2. 0.750 5:000 7.500 0.250 0.0 BRACING R EACTI 0 N $'I PAN EL -S M EAR Brdcing PonoShear ., , Vert, Col Horiz Load at ,. ,. Td Td Reaotn' :. FZeactn Base Angle (Ik/ft) ' -1 - - - --- 0- r 7 41 T 5` ,6 ` ,4.6 2.7 1 ,2 4:6 3,2 AS REQUIRED a AS REQUIREU FRAMED OPENING `Nvm,I U SECTION "A" G TYPICAL RAMP D ETAI L NOTES FOR REACTIONS Building reactions are based on the following building data: Width (ft) - 70.0 Length (ft) - 175.0 Eave Height (ft) = 20.0/20.0 Roof Sloperise/12 ) = :0 2,0 2.0 Dead Load (psf ) - Collateral Load (psf ) = 5.0 Roof Live Load (sf Frame Live Load (psf, 20.0 12.0 Wind Speed (mph = 100.0 Wind Code = SBC 97 Exposure = -- Closed/Open = C Importance = 1:00 Seismic Coeff - 0.05 5. Loading conditions are: 1 DL+CO+LL 2 DL+WL1 3 DL+WR1 4 DL+WR1 +WS 5 DL+WP 6 DL+CO 7 DL+WL1 +WS , , , , I, C MEMBER SIZE TABLE in' PIECE 'WEB.. DEPTH WEB PLATE OUTSIDE FLANGE W x T x LEN INSIDE FLANGE W x ,T' x -,LEN START END THICK LENGTH COL., 1 12.0 21.0 0.135 234.3 5 5 x x �1 4 1/4!' „ x x 23Q.8 21.4 5 x` 5 16 x 209 3 BEAM # 1 21.0/ 11.5 .11.5/14.5 0.135 0.134 164.5 231.6 5 5.x x 1/4" 3/16", x x 167.0 225.6_ 5 5 x . 511 x 3/ 16" 'x x '220.61... 164.81 '' -BEAM # 2 1 1 'k 5 1 .5 / 11.5 .21:0 / 0.135 ,0.134 23 1.6 164.5 5 5 x x 3 16 5 16 x x 225.6 1 66.9 5 5 x 3 16 x. 5 16 x �x . 229,6 � 4 7� , 6 . C OL 2 21.0 .I ,O 2 0 .135 2 34.3 5 5 x x 5 / 16 6 5 1 x x 2 1,4 230.7 5 x 1 5 6 / x 209.3 = 11 RIGID W FRAME SECT. A -A WIND COLUMN DETAIL 1 'WEB W X 1 s' FLO. (TYP) Yj 6' STIFF. (T'P) $,' X %" B.P. . , .. . REVLS N _ 10 S THIS CERTIFICATION IS VALID >DRAWN BY. DATE; .. CUSTOMER. , GRAY DEVELOPMENT CO. DESC P IO 'BY RI T N DATE p (1 R�IY Q�17FR-r0unc� �Oe�Rr+ei �En�cN n0i�n SPLICE PLATES & -60,urs MEMBER WEB DEPTH WEB SIZ E T ABLE PLATE in OUTSIDE FLANGE I FLANGE , N E I S D PI EC COL. Splice START END 12.0 34.5 Top `. Of °Plate Bottom Of Plate T x, 1 Plate Size - Mark'' 'x x Qnt • �, .Typ Dia Len Qnt Typ�Dia Len, i,d Thick Len th Sp 1/4!' 6.A325 0.750 2.25 4.: A325 0.750 2.25 2.00 6 5!!' 5/ 1/2!, / „ 1,--10 7 1,6' Sp :.2 Sp_ 3 : 4 A325 6 A325 0,750 2.00 , 0 .750 2.25 4 A325 4 A325 0.750, 0.750 2.25 6 5/8 3,,--4 5y6 , a - - MEMBER WEB DEPTH WEB SIZ E T ABLE PLATE in OUTSIDE FLANGE I FLANGE , N E I S D PI EC COL. 1 START END 12.0 34.5 THICK 0.188 LENGTH 236.6 W 6 x x T x, 1 LEN x 23230.8 W 6 'x x T . x . LEN 5 16 x 201 0 `; - 5 6 x 1/4!' x 35.1 _-�0 'BEAM' # 1 32.5/ 15.5 0.250 1.52.5 5 x 1/4! x 378.6 5 5 x x 1/4!' 1/4!' x ° x 153:4,1111 228.9 I8 15.5/15-5 0.135 231.6 v , 2 BEAM #2 5.5/15.5 0.135 231.6 5 x 1/4" x 378.6 5 5 x 'x 1/4x 5/ 16 x x 228.9 153.4, 15:5/32,5 0.250 152.5 EAM, COL. #2 34.5/12.0 0.188 236.6 6 x 1 /4„ x 35.1 6 x 5/16", x 201.0 ;,' 6 x 1'/4!' x 230.8 \C�i tet- I 10" 5'-0" CANOPY "BUILDING PERMIT', THIS CERTIFICATION IS VALID ONLY FOR THE DESIGN OF THOSE MATERIALS DESIGNED AND FABRICATED BY THE METAL BUILDING MANUFACTURER INTENDED FOR USE ON THIS PROJECT. 'THE UNDERSIGNED IS NOT THE, ENGINEER OF RECORD FOR THE OVERALL PROJECT. - , , , - 5 I SPQ ----�`�'�----- _-�0 - -�'_� I8 v , 2 , ° 12 Q- _. -----� 12 EAM, : \C�i tet- I I cQ „ a_ rL ` cn - r,. , : , : , , CK N I O F CJ LLJ ccs . O �� , .2 O CK r� (-j r 10" 5'-0" CANOPY "BUILDING PERMIT', THIS CERTIFICATION IS VALID ONLY FOR THE DESIGN OF THOSE MATERIALS DESIGNED AND FABRICATED BY THE METAL BUILDING MANUFACTURER INTENDED FOR USE ON THIS PROJECT. 'THE UNDERSIGNED IS NOT THE, ENGINEER OF RECORD FOR THE OVERALL PROJECT. SCREW SCHEDULE 'MARK APPL,ICAfiON T) PANEL TO STRUCTURAL 2} TRIM TO PANEL 3 PANEL TO PANEL 1) PANEL 'I0 STRUCTURAL 1 PANEL TO STRUCNRAL'. 2) PANEL r0 WOOD . (13Y OTyER% 1) PANELSTRUCTURAL Cl f 'PANEL TQ PANEL. 2. TRIM TO P91EL ' I 1 OZ14 ' (USE V41H 0"-2' BLANKET � -(USE ,WITH e-6* FRANKET INSULATION) " (USE ,MIifH 0"=x NLANKET INSUL/mON) (USE 'WIfit _ BLANKET INSULATION. k4.1 c•1 � w P_.9. '1OZ14, P --10r' 1OZ14 E-1, 'SCREW TYPES SE F- 3140 LONG LIFE YES: NO w LONG LIFE ` YES NO TYPE 1 SELFXrAP LONG LlEE'. YES NO ; f V) TYPE 3 SELF—ORICLER ANDS D I � E-8 Lu. U E--9 1/ E--10 1 OES 14 1 12EX--DR[CLER U REQ'D - 10ES14 CB1X W8X1q CB2X' ci `- r - Fpr buildings' w/standing seum' roofs, refer to sections for screw application and requirements:. U L93 w L1 0 CD cf � (N _ OD &J o w : CB aJ U 1 fly - U G- C 1 SCREW SCHEDULE 'MARK APPL,ICAfiON T) PANEL TO STRUCTURAL 2} TRIM TO PANEL 3 PANEL TO PANEL 1) PANEL 'I0 STRUCTURAL 1 PANEL TO STRUCNRAL'. 2) PANEL r0 WOOD . (13Y OTyER% 1) PANELSTRUCTURAL 1) PANEL TO STRUCTURAL •, f 'PANEL TQ PANEL. 2. TRIM TO P91EL ' P-4. " 1 OZ14 ' (USE V41H 0"-2' BLANKET (USE WITH 0"-3" ULANKET INSULATION) -(USE ,WITH e-6* FRANKET INSULATION) " (USE ,MIifH 0"=x NLANKET INSUL/mON) (USE 'WIfit _ BLANKET INSULATION. k4.1 P-8 : ` INSULATION) P_.9. '1OZ14, P --10r' 1OZ14 E-1, 'SCREW TYPES SE F- 3140 LONG LIFE YES: NO TYPE 1 , , SELF—TAPPING LONG LIFE ` YES NO TYPE 1 SELFXrAP LONG LlEE'. YES NO ; TYPE 2 ELF=6RIL�E TYPE 2: TYPE 3 SELF—ORICLER ANDS D 10ES14 E-8 1 OES 1,4 E--9 1/ E--10 1 OES 14 1 12EX--DR[CLER #14'X;7/6 REQ'D - 10ES14 CB1X W8X1q CB2X' W8X1O. CONNECTION PLATES p1SZ(F All screws are color rriatched, to 'uppligat on (I.E. ,screws to be used at roof use some color as roof,, eta:). FULL `. MASTI C Fpr buildings' w/standing seum' roofs, refer to sections for screw application and requirements:. NO ROOF EMBER ;TABLE 'MARK PART P-1- 1OZ1 P=2 •1OZ14 P=-3 ,102:12 , P-4. " 1 OZ14 ' P--5 ,:_ 1 oz 14 -P-6: A OZ14 . P-'7° ` k4.1 P-8 : ` 10Z,14 P_.9. '1OZ14, P --10r' 1OZ14 E-1, 1 OE812 E-21 OES12 E-3 1OES14 E=4 10ES14 E-5 10ES 14 E-6 10ES 14 E-7 10ES14 E-8 1 OES 1,4 E--9 10ES 14 E--10 1 OES 14 E--11 10ES 14 E-12 10ES14 CB1X W8X1q CB2X' W8X1O. CONNECTION PLATES I DMARK PART 1 L93 2 L1 ( )REQ'D I ❑ SEE ROOF PLAN FOR L:OCATZ ON 011. PER RAINFALL CHART r- D I I I ( )REQ'p ❑ SEE ROOF PLAN FOR LOCATION ((QTY. PER RAINFALL CHARM) Ofw V) J CL V _,.1 ivrrV� TI rtt ir.\/AITn t 1 t it n h r - :.., - _,., , .';. ,'.' X } c I r r with n i uccarda ca it the a s ,, . ' .. : , ,, .:;, , ., , ,. , , 5._ I SLIPPERY` .. _ : , .7777777..: - : _. , . r building code re uvernents for , 4 q. 7T wh ch e building s tem , Cl �. s r . ..�... SAN FORD' Q , suR C D , 5 xn A E , 2 1 .: SALE. N, .. , ., � ., OO 3 I TEE: , SIG ATU E OF P.E. PATE E4dF7 : BSW CANOPY FRAMING CONNECTION PLATES FRAME. LINE A & I o I D MARK PART '1 L37 2 ESST , 3 L1 4 (2)L41 5 P100 6 L93 7 L2 I I► --+C T O G 0 Cl jll CI C X C X C X C X C X EC -4 MEMBER TABLE , FRAME LINE ,A 8c `I MARK 0 -MC1X WRIT &`3 ' y' 10C14 DJ -4' 10014 DJ -5 .1OC14 DJ -6 10C14, DH -1 OC 14 DH -5 1 OC 14 DS -2 1 OC 1.4 DS -3 1 OC14 G-16 1OZ14 - G-17 10[14 G-18 1oZ14 G-19 1OZ14 TY 1OZ14 G-21 1 OD 12 G--22 1OZ14 G--23 1OZ14 G-24 1 OD 12 G-25 1OZ12 G--26 1OZ12 G-2.7 1OD12 G, 28 10214 G-29 1OZ12 G-30 1 OZ 1.4 G--31 1OZ14 G-1 I G-33 1OZ14 G-19 G-2.1 G-24 - G /< G-27 c.� N SK �a od SK GDS SK d0 SK a 5 5 a (j WC 1 X DH -1 -. DH 1 : ;; DH -,;1 WC 1 X DH -1 1011TP 1OHTP 1OHTP IOHTP lOH P 1 OHTP G--28 cy _ G 16 �� G-18. _ - G-22 G--23 �, �, G--25' , 0 0N ED - 0 a .R 3 - 0 5 ❑ .-- ,- l ,-- 5 -�" . o -- I ,= st . UJ � QS -2 M .fir � � ao ao 0 0 I N _�_ 3 ❑oca❑ 3 3 ❑c��❑ 3 3 tea❑ 3 _ 3 TA ❑ Q 3 Q 3 3 3 L I o 0 I I► --+C T O G 0 Cl jll CI C X C X C X C X C X EC -4 MEMBER TABLE , FRAME LINE ,A 8c `I MARK PART., -MC1X WRIT DJ --1 10C14 DJ -4' 10014 DJ -5 .1OC14 DJ -6 10C14, DH -1 OC 14 DH -5 1 OC 14 DS -2 1 OC 1.4 DS -3 1 OC14 G-16 1OZ14 - G-17 10[14 G-18 1oZ14 G-19 1OZ14 C--20 1OZ14 G-21 1 OD 12 G--22 1OZ14 G--23 1OZ14 G-24 1 OD 12 G-25 1OZ12 G--26 1OZ12 G-2.7 1OD12 G, 28 10214 G-29 1OZ12 G-30 1 OZ 1.4 G--31 1OZ14 0-32 1OZ14 G-33 1OZ14 WALL PANEL 1, o ,f V,330 A-325 BOLTS W/NUTS BEAM DETAI L ERECT[ON NOTES TO INSURE AIRTIGHT INSTALLATION OF CANOPY/MANSARD BEAM TO BUILDING: 1. SLIT HIGH RIBS OF PANEL. 2. HAMMER PANEL FLAT AGAINST CANOPY/MANSARD PLUG: 3. PUNCH HOLES THRU PANEL AT BOLT LOCATIONS. 4. ATTACH BEAM TO PLUG. ,BUILDINGp yp EMIT :N , , r ., .. t I w W s C1' o r U c� 2 n N Q0 �Ld C,.! - /< c.� N WALL PANEL 1, o ,f V,330 A-325 BOLTS W/NUTS BEAM DETAI L ERECT[ON NOTES TO INSURE AIRTIGHT INSTALLATION OF CANOPY/MANSARD BEAM TO BUILDING: 1. SLIT HIGH RIBS OF PANEL. 2. HAMMER PANEL FLAT AGAINST CANOPY/MANSARD PLUG: 3. PUNCH HOLES THRU PANEL AT BOLT LOCATIONS. 4. ATTACH BEAM TO PLUG. ,BUILDINGp yp EMIT :N , , r ., .. t I w W s C1' r U c� 2 n N Q0 C,.! WALL PANEL 1, o ,f V,330 A-325 BOLTS W/NUTS BEAM DETAI L ERECT[ON NOTES TO INSURE AIRTIGHT INSTALLATION OF CANOPY/MANSARD BEAM TO BUILDING: 1. SLIT HIGH RIBS OF PANEL. 2. HAMMER PANEL FLAT AGAINST CANOPY/MANSARD PLUG: 3. PUNCH HOLES THRU PANEL AT BOLT LOCATIONS. 4. ATTACH BEAM TO PLUG. ,BUILDINGp yp EMIT :N , , r ., .. t w F- s r U N WALL PANEL 1, o ,f V,330 A-325 BOLTS W/NUTS BEAM DETAI L ERECT[ON NOTES TO INSURE AIRTIGHT INSTALLATION OF CANOPY/MANSARD BEAM TO BUILDING: 1. SLIT HIGH RIBS OF PANEL. 2. HAMMER PANEL FLAT AGAINST CANOPY/MANSARD PLUG: 3. PUNCH HOLES THRU PANEL AT BOLT LOCATIONS. 4. ATTACH BEAM TO PLUG. ,BUILDINGp yp EMIT :N , , r ., .. t MEMBER, :TABLE FRAME . LINE . 1 MARKT PART . MC1X W8X10 EC -1 W8X 1.0 EC -2 W8X18 EC -3 W8X18 EC -8 W8X 10 DJ -1 1OC14 DJ -2 " 1 OC14' DJ -3 1OC14 .DH -1' 1OC14 DH -2. 1 OC14 DH -3 ` 1OC14 DS -1 1OC14 G-1 1OZ14 G-2 1 OZ 12 G-3 1OC14 G--4 1OZ14 G-5 1OZ14 G-6 1OZ12 G-7 1OC14 G-8 1OZ14 G-9 10Z 14 G-10 10214 G-11 1OC14 C--12 1OZ14 CONNECTION PLATES FRAME LINE: 1 a ID MARK PART 1 L4 2 P100 3 L X 4 TAFAB 5 L1 6 ESST -------------- , ,r . czar..,. SANFORD ScaL�.: N., I ,S.: E 6: o F 7 T F R T SI NA E 0 E AE FL R : . .. .. r.,. n :. , -fir �.-• r w 17'-6" 6,^4„ 1 ,Tz)' ��- "I c- 17' el I 22 1� © ,> s ❑ ❑ 12 W,IC,© Q �c 12 a" .,},.,.,.v..,v v.,.,'_ Wf—% ...., : . ; ' ; r a , , 1. L—.11:11YIVI Y I.L VI I U. I VVti1, 1 L ' Vc / 1 1 I : r , r „ Q - ,. ., 3 2 G --15 --�FJ6 G-1 5 3 10 , , , 0�0LOM COU T`(. ­=' N e: Sem�noE _, _ _ , : F O THE MEMBER. _ S NG _. 0-140 E c� 00 - , � I ,. ME QERS ,WILL BE INDTCATED WITH THE 'LETTER C IN, M THC,SIZE' OF THEMEMBER. 9 .n2. 0 i : T S. —^—}— , , _ _- , t _ G-.13 .G--15 –1 G 5 G-34 6 SP , „❑5 ❑5 55 ❑ ❑ 55 5'® ❑ ❑ ixa00 cv f z d- r E I N G 13 • 'G .15''G-15 G-34 r w 17'-6" 6,^4„ 1 ,Tz)' ��- "I c- 17' el I 22 1� © ,> s ❑ ❑ 12 W,IC,© Q �c 12 I" GENERAL 1- (2 :NOTES: 1. . ALLYPE—A' TYPE=B ENDW,AL L FRAME CONNECTIONS (COLUMN TO RAFTER; RAFTER. TO RAFT ER AND EAVE S"IRUT C TP TO RAFTSR R E TO .MA BE 325 BOLTS. DE' UTTLT.Z11 G 1 2 DIA.,' .,},.,.,.v..,v v.,.,'_ Wf—% ...., : . ; ' ; 1. L—.11:11YIVI Y I.L VI I U. I VVti1, 1 L ' Vc / 1 1 I . , . .TYP CO N M Y 2 A LUM S A E SI NGLE OR 0U E B DOUBLE MEMBERS. BA K TO C BACK DOUBLE MEMBERS E Q - ,. ., 3 2 G --15 --�FJ6 G-1 5 3 10 0�0LOM COU T`(. ­=' N e: Sem�noE _, _ _ WILL E: ND "GATED T TETE E [-f R ' . I I WI I- E D I r TE -I SIZE F O THE MEMBER. _ S NG _. 0-140 E c� 00 - , � I ,. ME QERS ,WILL BE INDTCATED WITH THE 'LETTER C IN, M THC,SIZE' OF THEMEMBER. 9 .n2. 0 i : T S. —^—}— , , _ _- _ G-.13 .G--15 –1 G 5 G-34 „❑5 ❑5 55 ❑ ❑ 55 5'® ❑ ❑ ixa00 cv f z d- r E I N G 13 • 'G .15''G-15 G-34 I" GENERAL 1- (2 :NOTES: 1. . ALLYPE—A' TYPE=B ENDW,AL L FRAME CONNECTIONS (COLUMN TO RAFTER; RAFTER. TO RAFT ER AND EAVE S"IRUT C TP TO RAFTSR R E TO .MA BE 325 BOLTS. DE' UTTLT.Z11 G 1 2 DIA.,' .,},.,.,.v..,v v.,.,'_ Wf—% ...., : . ; ' ; 1. L—.11:11YIVI Y I.L VI I U. I VVti1, 1 L ' Vc / 1 1 . , . .TYP CO N M Y 2 A LUM S A E SI NGLE OR 0U E B DOUBLE MEMBERS. BA K TO C BACK DOUBLE MEMBERS E , ,.. COU T`(. ­=' N e: Sem�noE _, _ _ WILL E: ND "GATED T TETE E [-f R ' . I I WI I- E D I r TE -I SIZE F O THE MEMBER. _ S NG _. S _ _ CITY. AN FORD , � .. , .. , ,. ME QERS ,WILL BE INDTCATED WITH THE 'LETTER C IN, M THC,SIZE' OF THEMEMBER. E R. : T S. —^—}— _ _- THIS CERTIFICATION IS VALID ONLY FOR THE DESIGN OF THOSE MATERIALS DESIGNED AND FABRICATED BY THE AEfAL BUILDING MANUFACTURER INTENDED FOR USE ON THIS PROJECT. IE UNDERSIGNED IS NOT RIE ENGINEER OF RECORD FOR THE OVERALL PROJECT.' h ;PJATU E OF P.E. A E MUST Fl-f,')i IDA ACCESSIBIt -ry CODES:' MUST MEET FLOF-11DA ENERGY CODES-3 THESE P SANFORD BUILDING DEPT. ARE REVIEWED ACCEPTED D FO� CONSTRUED N 5 T TRRUKE D PERMIT. A pER�,Ajj-NrD IS�U()EN01TIONALLY BE A LICENSE ' 0 SHALL 13E AN E -1-0 CANC L PROCe:ED WiTH DR"OT AS AU PROVJS� A L T *r"ORITY TO OR 3 VIOLATE, IONS F ET A -'310'X ANY OF THE ISSUANCE 0 THE TECHNICAL DEPT F A PERMI-1- P - COV)L-:sl NOR --H FROM 'V-) AL I R El EN rION OF ER THERFAFTFR T TrlE BUILDING ON O� rHER ON TH'E A CORR - PLANS, vRORS CONSTRUCTION IOLATIONS OF THE CODES. pE M!, T City of Sanford Model Cocle.!� in effect: Standard DWilding Code 1997 ad. Standard Plumbing Code 1997 ed. Standard fVlechanical Codo 1997 ed. National Elecb,L de cal Got 199F) ,d. - I ' I See- C;ly Code FL Accessibilily 109*7 FL. Energy Code. 19a? UTILITY COMPANIES SANITARY SEWER: WATER DISTRIBUTION: ELECTRICAL POWER: TELEPHONE: SOLID WASTE FIRE/RESCUE/POLICE CITY OF SANFORD CITY OF SANFORD FLORIDA POWER & LIGHT BELL SOUTH CITY OF SANFORD CITY OF SANFORD FINAL S1 TE ENGINEERING 2913 SOUTH ORLANDO DRIVE SANFORD, 32773 LOCATION MAP L EGA L DESCRIP TION PROJECT DIRECTORY OWNER/DEVELOPER: BEN DOYAL PARK, CITY ELECTRIC SUPPLY TO THE PLAT 2913 SO. ORLANDO DR. AS RECORDED IN PLAT BOOK SANFORD, FLA. 32773 OF THE TELEPHONE: (407) 328-1200 ❑F SEMINOLE FAX: (407) 328-8340 ENGINEER: THOMAS H. SKELTON, P.E. AT A POINT AMERICAN CIVIL ENGINEERING CO. EAST OF THE 207 N. MOSS ROAD, SUITE 211 CORNER OF SAID LOT 18, WINTER SPRINGS, FLORIDA 32708 FEET; TELEPHONE (407) 327--7700 RUN NORTH FAX (407) 327°0227 CONTRACTOR: WILLIAM GRAY 9313 FEET; THENCE RUN GRAY DEVELOPMENT COMPANY, INC. 4000'; P.O. BOX 951768 S❑ 32°49' WEST 93+13 LAKE MARY, FLORIDA 32795 3000 FEET; THENCE RUN TELEPHONE (407) 321-4729 18705 FAX (407) 324--8822 SURVEYOR: BLAIR KITNER KITNER SURVEYING 2597 SANFORD AVE. SANFORD, FLORIDA 32773 INDEX OF SHEETS TELEPHONE (407) 322-2000 DESCRIPTION FAX (407) 3222003 PART ❑F- LOTS 16, 17, AND 18, AMENDED PLAT OF DRUID PARK, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 7, PAGES 5 AND 6, OF THE PUBLIC RECORDS ❑F SEMINOLE COUNTY, FLORIDA, AS DESCRIBED AS FOLLOWS: BEGINNING AT A POINT 415.82 FEET EAST OF THE SOUTHWEST CORNER OF SAID LOT 18, THENCE RUN EAST 100,0 FEET; THENCE RUN NORTH 1.87.05 FEET; THENCE RUN NORTH 32°49' EAST 9313 FEET; THENCE RUN WEST 4000'; THENCE RUN S❑ 32°49' WEST 93+13 FEET; THENCE RUN EAST 3000 FEET; THENCE RUN SOUTH 18705 FEET TO THE P❑INT OF BEGINNING, t PROPERTY ID -- ls, ®— 512 '0000-0170 Aw1fv,Svf fl by'e latil)" i3i�x Fay t s " 1! i' ;t rrr,,:i! 1111�rrt City crj; n 1fo;11 Calc,. 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()SIIA leuiTelr: nts g, Contractor shall be responsible 1. All construction must meet all City of Sanford Codes and Land Development Regulations. required for this project must be obtained. An EPA Notice of Intent (NOI) for 2. All other permits Stormwater Discharge Associated with Industrial Activity Under an NPDES Permit" must be filed with EPA for all sites which are five (5) acres and greater. 3. As-builts and Certificate of Completion from the engineer of record to be submitted to the City prior to C.O. 4. Recorded easement must be r ecived by the City prior to C.O. 48 HOURS BEFORE XOlI DI CALL SUNSHINE " 1-800-432-4770 IT'S THE LAW IN FLORIDA DATE PERMITSTATUSDATE I ISSUED EXPIRES INDEX OF SHEETS SHEET DESCRIPTION 1 TITLE SHEET 2 CONSTRUCTION NOT S 3 SURVEY 4 GEOMETRYA LANDSCAPE PLAN 5 PAVING, DRAINAGE AND GRADING PLAN 5 UTILITY PLAN (OFF & ON SITE) 5A LIFT STATION DET -001 CITY STANDARD UTILITY DETAILS ET -002 CITY STANDARD UTILITY DETAILS ET -003 CITY STANDARD UTILITY QgTAILS •o 10 0I PLANS I FOR: DATE Tv fm 1, -J AMERICAN CIVIL _ ENGINEERING CO. 207 N. MOSS ROAD, SUITE 211 WINTER SPRINGS, FWRIDA 32708 (407) 3277700 MWEI.ECTRIC-TS CONSTRUCTION NOTES GENERAL: 1. THE FOLLOWING GENERAL NOTES APPLY TO ALL CONSTRUCTION AS DEPICTED i M ON THE PLANS. 2. ALL PROPOSED SITE CONSTRUCTION SHALL BE PURSUANT TO INFORMATION j SHOWN ON THESE PLANS AS APPROVED BY CITY OF SANFORD. - 3. ALL CONSTRUCTION SHALL COMPLY WITH THE APPLICABLE STATE, FEDERAL, AND LOCAL CODES. ALL NECESSARY LICENSES AND PERMITS SHALL BE OBTAINED BY THE CONTRACTOR AT THEIR EXPENSE UNLESS PREVIOUSLY OBTAINED BY THE OWNER. IT WILL BE THE RESPONSIBILITY OF THE CONTRACTOR TO INSURE THAT ALL REQUIRED PERMITS ARE OBTAINED AND ARE IN HAND AT THE JOB SITE PRIOR TO THE COMMENCEMENT OF CONSTRUCTION, CONTRACTOR SHALL ABIDE BY ALL CONDITIONS CONTAINED THEREIN, PERMITS INCLUDED (BUT NOT NECESSARILY LIMITED TO) ARE: CITY OF SANFORD ENGINEERING PERMIT 4. THE EXISTANCE AND LOCATION OF EXISTING UNDERGROUND UTILITIES ARE NOT GUARANTEED AND SHALL BE INVESTIGATED AND VERIFIED IN THE FIELD BY THE CONTRACTOR PRIOR TO STARTING THE WORK. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR ACCURACY OF LOCATION OF EXISTING UTILITIES SHOWN ON THESE PLANS, PRIOR TO THE START OF ANY CONSTRUCTION ACTIVITY IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO NOTIFY THE VARIOUS UTILITIES AND TO MAKE THE NECESSARY ARRANGEMENTS FOR ANY RELOCATIONS OF THESE UTILITIES WITH THE OWNER OF THE UTILITY. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY AND ALL COST WHICH MAY OCCUR DUE TO ANY DAMAGES CAUSED BY THE CONTRACTOR TO EXISTING UTILITIES STRUCTURS OR PROPERTY. THE CONTRACTOR SHALL COVER THE ENTIRE COCTS OF REPAIR AND/OR REPLACEMENT OF SAID DAMAGES. 6, THE CONTRACTOR SHALL PROVIDE COMPLETE "AS-BUILTS" INFORMATION TO THE ENGINEER RELATIVE TO THE LOCATION AO ALL WATER LINES, WATER SERVICES, VALVES, SEWER LINES, SEWER SERVICES, STORM SEWER LINES, INVERTS OF STURCTURES, FINAL RETENTION AREAS, FINISH LOT GRADES AND CONSTRUCTION BENCH MARKS FOR VERIFICATION. THE "AS -BUILT" RECORDS SHALL BE KEPT AT THE JOB SITE AND UPDATED AS THE PROJECT PROGRESSES TWO (2) SETS OF RECORD DRAWINGS ARE TO BE PROVIDED TO THE CITY. 7. ALL HORIZONTAL LAYOUT FOR SITE CONSTRUCTION SHALL BE BASED ON THE APPROVED PLAT. 8. THE CONTRACTOR SHALL HIRE A PROFESSIONAL TESTING LABORATORY AS NECESSARY TO PERFORM ALL TESTS REQUIRED BY THIS CONSTRUCTION AND AS REQUIRED BY ALL JURISDICTIONAL AGENCIES. 9. THE CONTRACTOR SHALL NOTIFY AMERICAN CIVIL ENGINEERING COMPANY 24 HOURS IN ADVANCE PRIOR TO ANY TESTING AS INDICATED IN ITEM No. 8 ABOVE. 10. THE CONTRACTOR SHALL NOTIFY ALL APPROPRIATE UTILITY COMPANIES OF THE PROPOSED START OF WORK IN ACCORDANCE WITH THEIR STANDARD REQUIREMENTS; INCLUDING BUT NOT LIMITED TO WATER, SEWER, POWER, TELEPHONE, GAS AND CABLE TV COMPANIES. THE CONTRACTOR SHALL COORDINATE THE INSTALLATION OF UNDERGROUND CONDUITS PRIOR TO SUBBASE PREPERATION. 11. FLORIDA LAW (533.851) REQUIRES THAT PERSONS MAKING EXCAVTIONS IN PUBLIC OR PRIVATE STREETS, ALLEYS, RIGHT-OF-WAY OR UTILITY EASEMENTS WITH HAND TOOLS OR POWER EQUIPMENT MUST FIRST OBTAIN INFORMATION ON THE THE LOCATION OF UDERGROUND GAS PIPE LINES. THE CONTRCATOR SHALL NOTIFY THE GAS UTILITY A MINIMUM OF 48 HOUR AND A MAXIMUM OF 5 DAYS PRIOR TO EXCAVATION. 12. ALL WORK SHALL SHALL BE OPEN TO AND SUBJECT TO INSPECTION BY AUTHORIZED PERSONNEL OF THE CITY, COUNTY, STATE, OWNER AND ENGINEER. 13, ANY PROPOSED FIELD CHANGES WHICH SUBSTANTIALLY DEVIATE FROM THIS PLAN SHALL BE APPROVED BY MAITLAND AND THE ENGINEER PRIOR TO THE CHANGE BEING MADE IN THE FIELD. 14. UPON NOTICE FROM THE CONTACTOR THEAT THE CONSTRUCTION IS COMPLETE AND READY FOR ACCEPTANCE, THE ENGINEER SHALL MAKE FINAL INSPECTION AND NOTIFY THE CONTRACTOR AND OWNER OF ALL INCOMPLETE AND/OR DEFECTIVE WORK. THE CONTRACTOR SHALL CORRECT ALL SUCH ITEMS TO THE SATISFATION OF THE ENGINEER AND OWNER. ALL REGULATORY AND GOVERNMEN- TAL AGENCIES WHICH REQUIRE FINAL INSPECTIONS SHALL HAVE BEEN CONTACTED BY THE CONTRACTOR AND HAVE INSPECTED AND APPROVED THE PROJECT PRIOR TO ACCEPTANCE BY THE OWNER. 15. THE CONTRCATOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO CONTROL DUST, MUD AND EROSION DURING CIONSTRUCTION AND SHALL PROTECT ALL ADJACENT PROPERTIES AND RIGHTS-OF-WAY FROM DAMAGE BY EROSION, SEDIMENTAION OR OTHER POTENTIAL CONSTRUCTION RELATED CAUSES. 16. THE CONTRACTOR SHALL TAKE CARE DURING THE CONSTRUCTION TO AVOID DISTURBING ANY EXISTING SURVEY MONUMENTS. ANY MONUMENT DISTURBED BY THE CONTRACTOR SHALL BE RESET AT THE CONTRACTOR'S EXPENSE BY THE PROJECT SURVEYOR. 17. ALL IMPROVEMENTS SHOWN ON THESE PLANS SHALL BE CONSTRUCTED IN SUBSTANTIL CONFORMANCE WITH INFORMATION SHOWN ON THESE PLANS. ANY CONFLICTS WHICH RESULT IN CHANGES TO THE PLANS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO FIELD CHANGES. MINOR ADJUST- MENTS CAUSED BY VARYING FIELD CONDITIONS, INCLUDING CHANGES AND DEPTHS OF BERMS AND SWALES MAY BE MADE WITH THE APPROVAL OF THE ENGINEER IF IT IS DETERMINED THAT THE BASIC DESIGN INTENT IS MET, 18. ALL LOCAL, AND STATE AND FEDERAL ORDINANCES, POLICIES AND OR OTHER REGULATIONS REGARDING TEMPORARY BARRICADES, LIGHTS, SIGNALS, SIGNAGE, ETC., SHALL BE THE RESPONSIBILTY OF THE CONTRACTOR. SAFE AND CONVENIENT MEANS OF ACCESS AND EGRESS TO ALL PARTS OF THE PROJECT SHALL BE MAINTAINED BY THE CONTRACTOR. CONSTRUCTION NOTES WATER DISTRIBUTION: 1. ALL WATER DISTRIBUTION SYSTEM RELATED ITEMS SHALL BE CONSTRUCTED IN ACCORDANCE WITH SEMINOLE COUNTY PUBLIC UTILITIES REQUIREMENTS, AND FLORIDA DEPT. OF ENVIIRONMENTAL PROTECTION. REQUIREMENTS. 2. ALL MATERIALS FURNISHED BY THE CONTRACTOR UNDER THIS SECTION SHALL BE NEW, HIGH GRADE AND FREE FROM DEFECTS. 3. PRESSURE AND LEAKAGE TESTS FOR NEWLY -INSTALLED WATER DISTRIBUTION SYSTEM PRESSURE PIPES AND APPURTENANCES SHALL BE PERFORMED IN CONFORMANCE WITH CITY, COUNTY AND FDEP STANDARDS. POTABLE WATER TEST PRESSURES SHALL BE 150 PSI; DURATION OF TESTS IS TO BE 2 HOURS. TESTS TO BE CONDUCTED PURSUANT TO AWWA C600 DUCTILE IRON PIPE AND 90% OF THAT ALLOWABLE LEAKAGE FOR PVC PIPE. 4. DISINFECT POTABLE WATER MAINS IN ACCORDANCE WITH AWWA C651 STANDARD PROCEDURES FOR DISINFECTING WATER MAINS. 5. ALL PVC PIPE MUST BEAR THE NSF LOGO FOR POTABLE WATER USE. 6. ALL WATER .LINES SHALL BE INSTALLED IN A DRY TRENCH, CONSTRUCTION NOTES SANITARY SEWER SYSTEM: 1, ALL SEWER COLLECTION SYSTEM RELATED ITEMS SHALL BE CONSTRUCTED IN ACCORDANCE WITH CITY STANDARDS, THE FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION, AND HEALTH DEPT. REQUIREMENTS. 2. IF UNSUITABLE MATERIAL IN THE VICINITY OF SANITARY SEWER LINE ARE FOUND DURING CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY THE ENGINEER WHO WILL DIRECT THE CONTRACTOR TO REMOVE THE UNSUITABLE MATERIAL AND PREPARE THE TRENCH AND INSTALL THE SEWER LINES IN ACCORDANCE WITH ASTM D-2321. 3. ALL SEWER MAINS SHALL HAVE A MINIMUM OF 3 FEET OF COVER OVER THE PIPE TO FINISH GRADE. CONSTRUCTION NOTES GRADING: 1, EXISTING TOPOGRAFY AND CONTOURS ARE BASED ON THE FOLLOWING: SURVEYOR: BLAIR KITNER SURVEYING DRAWING No.: 96-312A DATED: 4/10/00 REVISION DATE: 2, GEOTECHNICAL SERVICES HAVE BEEN PROVIDED AS REFERENCED BELOW, ANY CONFLICT BETWEEN INFORMATION WITHIN THE PERORT AND THESE CONSTRUCTION PLANS SHALL BE REPORTED TO THE ENGINEER UPON DISCOVERY, THE CONTRACTOR SHALL REVIEW THE BELOW REPORT PRIOR TO BIDDING. GEOTCHNICAL ENGINEER: REPORT No.(S): DATED`. 3. EXISTING TREES, PLANTS AND SHRUBS WHICH ARE MARKED OR DESIGNATED AS PART OF THE LANDSCAPING SHALL BE CAREFULLY PROTECTED DURING CONSTRUCTIO, WHERE TREES, PLANTS OR SHRUBS ARE ADJACENT TO THE CONSTRUCTION CARE SHALL BE TAKEN TO PROTECT AND RESTORE THE ORIGINAL CONDITIONS OF THE VEGETAION. 4. DURING CONSTRUCTION, THE CONTRACTOR SHALL PROVIDE ADEQUATE DRAINAGE AND PROPER SOIL EROSION CONTROL MEASURES, AS NECESSARY, 5. ALL SITE CLEARING AND GRUBBING SHALL BE PERFORMED IN ACCORDANE WITH SECTION 110 OF FLORIDA DEPARTMENT OF TRANSPORTAION STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, LATEST EDITION. 6. ALL EXCAVATION AND EMBANKMENT SHALL BE PERFORMED IN ACCORDANCE TO WITH SECTION 120 OF THE FLORIDA DEPARTMENT OF TRANSPOTATION STANDARD SPECIFICATIONS FOR ROA AND BRIDGE CONSTRUCTION. LATEST EDITION. 7. ALL FILL AREAS GREATER THAN 12 INCHES IN HEIGHT SHALL BE COMPACTED IN 12 INCH LIFTS (MEASURE PRIOR TO COMPACTION) TO 95% MAXIMUM DENSITY PER A.A.S.H.T.O. T-180. 8. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED UNLESS OTHERWISE NOTED ON THESE PLANS. ALL GRASSING SHALL BE PERFORMED IN ACCOR- DANCE WITH SECTION 570 OF FLORIDA DEPARTMENT OF TRANSPORTAION SPECIFICATIONS FOR RAOD AND BRIDGE CONSTRUCTION, LATEST EDITION, 9. ALL DESIGNATED AREAS TO BE SODDED PER THE PLANS, SJALL BE PERFORMED IN ACCORDANCE WITH SECTION 575 OF THE F.D.O.T. SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, LATEST EDITION. 10, THE CONTRACTOR SHALL NOT COMPACT, STABILIZE, OR CONSTRUCT BASE COURSE WITHIN LANDSCAPE ISLANDS OF MEDIANS, 11. FINISH FLOOR ELEVATIONS ARE TYPICALLY 6 INCHES ABOVE DESIGN FINISHED GRADE AT OUTSIDE PERIMETER OF BUILDINGS EXCEPT AT ENTRIES AND WHERE OTHERWISE SHOWN ON THE GRADING PLAN. 12. THE CONTRACTOR SHALL COORDINATE THE INSTALLATIONS OF UTILITY CONDUITS (SLEEVES) UNDER PAVED AREAS WITH EACH UTILITY COMPANY PRIOR TO BASE INSTALLATION. 13. DURING CONSTRUCTION, THE CONTRACTOR SHALL TAKE ALL REASONABLE MEASURES TO INSURE AGAINST POLLUTING, SILTING OF OR DISTURBING TO SUCH AN EXTENT AS TO CAUSE AN INCREASE IN TURBIDITY TO THE EXISTING DRAINAGE SYSTEM AND ADJACENT WATER BODIES AND WETLANDS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLYING WITH ALL PERMIT CONDITIONS RELATED TO SUCH MEASURES. METHODS MAY INCLUDE BUT ARE NOT LIMITED TO, FLOATING SILF BARRIERS, SEDIMENTATION BASINS, SEDIMENT CHECK DAMS, SILT FENCES, HAY BAILS. THE MEASURES SHOWN ON THESE PLANS SHALL BE CONSIDERED MINIMUM AND SHALL NOT DEVIATE THE CONTRACTOR FROM THE RESPONSIBILITY TO IMPLEMENT ANY MEASURES NECESSARY TO PROVIDE PROTECTION FROM EROSION, SEDIMENTATION AND TURBIDITY. CONSTRUCTION NOTES DRAINAGE: 1. ALL DRAINAGE RELATED CONSTRUCTION SHALL BE PERFORMED IN ACCORDANCE WITH THE ST. JOHNS RIVER W.M.D. PERMIT ISSUED FOR THIS PROJECT. 2. ALL DRAINAGE STRUCTURES SHALL BE CONSTRUCTED IN ACCORDANCE WITH F.D.O.T. STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, LATEST EDITION. 3. ALL STORMWATER DRAINAGE PIPES SHALL BE REINFORCED CONCRETE PIPE (ASTM C-76, CLASS III). CONSTRUCTION NOTES PAVING: 1. ALL PAVEMENT "ONSTRUCTION SHALL BE INACCORDANCE WITH SEMINOLE COUNTY CON:. RUCTION SPECIFICATIONS. 2, CONTRACTOR IS RESPONSIBLE FOR GRADING ALL PAVEMENTS TO DRAIN POSITIVELY, INTERSECTIONS SHALL BE TRANSITIONED TO PROVIDE A SMOOTH DRIVEWAY, ANY GRADING ��UESTIONS OR CONCERNS SHALL BE MADE KNOWN TO THE ENGINEER SO THAT RECOMMENDATIONS CAN BE MADE PRIOR TO PAVING OR FINAL GRADING. PAVING SPECIFICATIONS: ASPHALT PAVEMENT 1. SPECIFICATIONS FOR THE INTERNAL PAVEMENT ARE AS FOLLOWS: SUB -BASE REQUIREMENTS: (FOR SOIL CEMENT BASE) A). COMPACT TO 95% OF AASHTO T-180 FOR TOP 12" BASE REQUIREMENTS: BASE THICKNESS = 6" A). COMPACTED TO 95% OF MAX. DENSITY AS DETERMINED BY AASHTO T-180 SURFACE COURSE: 1.50" FDOT ASPHALT CONCRETE TYPE III NOTE: FOR LIMEROCK BASE ADD STABILIZATION TO SUB -BASE ITEM. PAVING SPECIFICATIONS: CONCRETE PAVEMENT 1. SPECIFICATIONS FOR THE INTERNAL DRIVES AND PARKING AREA ARE AS FOLLOWS: BASE REQUIREMENTS: A). COMPACT TO 95% OF AASHTO T-180 FOR TOP 12". B). STABILIZE TOP 6" TO 50 PSI FLORIDA BEARING VALUE. PAVING SURFACE: 5,0" 3000 PSI FIBERMESH CONCRETE 2, CONTRACTOR TO PROVIDE ENGINEER WITH DRAWING OF PROPOSED SAW CUTS, CONTROL JOINTS AND EXPANSION JOINTS LOCATIONS FOR ENGINEERS APPROVAL. - --- -- -_ --_ --------------------------- I' 153=L.OW GRADE OILT 1=ENCE (2) 1 X 1 X 4" F'05T5 THROUGH EACH HAY 15ALE. HAY 15ALE5 TO 5F= LAID 51DI= 5Y 51DE. HAY BALE BARRIER CONSTRUCTION NOTES E.P.A. POLLUTION PREVENTION: 1. EROSION CONTROL PLAN - ANY MODIFICATIONS TO THIS PLAN MUST BE SIGNED AND SEALED BY A PROFESSIONAL ENGINEER REPRESENTING THE CONTRACTOR, THE MODIFICATIONS MUST BE APPROVED BY THE DEPT. AND THE PERMITTING AGENCY. NO CONTRACT DELAYS WILL BE ALLOWED FOR SUCH MODIFICATIONS OR APPROVALS. 2, OUTFALL PROTECTION - PROJECT PIPE OR DITCH DISCHARGES INTO OFF- SITE OUTFALLS SHALL BE INSPECTED DAILY FOR POSSIBLE SEDIMENT BUILD- UP OR TRANSPORT, OUTFALLS SHALL BEPROTECTED THROUGH USE OF ENVIRONMENTAL CONTROL FEATURES AS NECESSARY TO CONTAIN ANY SEDII- MENT LOSS TO THE IMMEDIATE AREA OF THE PROJECT. ANY SEDIMENT BUILDUP OR TRANSPORT OFF-SITE SHALL BE THE CONTRACTOR'S RESPONSI- BILITY TO REMEDY. THE CONTRACTOR SHALL USE APPROPRIATE FEATURES AS DIRECTED BY THE PROJECT ENGINEER FOR OUTFALL PROTECTION, 3. SLOPE PROTECTION - ANY DISTURBED OR REWORKED SLOPES 3:1 OR GREATER SHALL BE ADEQUATELY PROTECDTED FROM EROSION THROUGH THE USE OF TEMPORARY SODDING UNTIL PERMANENTLY STABILIZED SUCH SLOPES SHALL NOT BE LEFT UNPROTECTED MORE THAN 24 HOURS OR DURING RAINFALL EVENTS. 4. HAY BALES - THESE SHALL BE PLACED AT THE BASE OF ANY SLOPE WHERE A RAINFALL EVENT COULD ERODE A SLOPE AND TRANSPORT SEDIMENTS OFF- SITE. BALES SHALL BE DOUBLE STAKED IN ACCORDANCE WITH STANDARDS INDEXES. IF EROSION DEPOSITS REACH THE TOP ELEVATION OF EXISTING BALES, THEN SEDIMENTS SHOULD BE REMOVED, ANY DAMAGED OR INEF- FECTIVE BALES ARE TO BE REPLACED WITH NEW ONES. THE LOCATION OF HAY BALES INSTALLATION SHALL BE AS DIRECTED BY THE PROJECT MANAGER. 5. BACK OF SIDEWALK OR MEDIAN INLETS - THESE SHALL BE PROTECTED FROM SEDIMENT INTAKE UNTIL PROJECT IS COMPLETE. ELEVATION OF GROUND OUTSIDE INLET TOP SHALL NOT BE HIGHER THAN INLET TOP. HAY BALES SHALL BE INSTALLED AROUND INLET TOP. A SECOND ROW OF BALES SHALL BE PLACED AROUND INLET APPROXIMATELY 4 " OUTSIDE FIRST ROW, BETWEEN ROWS THERE SHALL BE A DEPRESSIONS TO ACT AS A SEDIMENT BASIN, COMPLETED INLETS IN PAVED AREAS SHALL ALSO BE PROTECTED WITH A SINGLE LINE OF BALES TO PREVENT SEDIMENT INTAKE FROM OTHER AREAS. B. CURB INTAKES - THESE INLETS SHALL BE PROTECTED FROM SEDIMENT INTAKE UNTIL THE PROJECT IS COMPLETE. A SILT FENCE (TYPE III) SHALL BE PLACED AROUND THE PERIMETER OF THE INLET OPENING IMMEDIATELY ADJACENT TO THE EDGE OF THE INLET. ALL EXPOSED SLPED MATERIAL ADJACENT TO INLET SHALL BE COVERED WITH EROSION CONTROL MATTING WITH OUTER LIMITS PROTECTED BY A SINGLE ROW OF HAY BALES. 6. STOCKPILED MATERIALS - THIS MATERIAL SHALL NOT BE LEFT IN EROSION PRONE AREAS UNLESS PROTECTED BY COVER OR HAY BALES. 7. DAILY INSPECTION - OF ALL EROSION CONTROL MEASURES AND CONDITION OF ADJACENT PROPERTIES SHALL BE PERFORMED BY THE CONTRACTOR REPRESENTATIVE AND THE ENGINEER OF RECORD, DEFICIENCIES SHALL BE NOTED AND CORRECTED, OR AT THE DIRECTION OF THE ENGINEER OF RECORD. CONSTRUCTION NOTES DRY POND & SWALE RETENTION AREAS: 1. THE CONTRACTOR SHALL INSPECT ALL EROSION AND SEDIMENT CONTROL SYSTEMS FOR CONFORMANCE WITH THE SITE CONSTRUCTIONS PLANS AND FIELD CHANGES. BANKS AND SLOPES OF RETENTION PONDS SHALL ALSO BE CHECKED AFTER RAINFALL EVENTS FOR EROSION PROBLEMS. 2. THE CONTRACTOR SHALL REPAIR ALL EROSION AND SEDIMENT CONTROL SYSTEMS AS REQUIRED FOR CONTINUED FUNCTION. RE --GRADE IF REQUIRED, TO MAINTAIN DESIGN CONFIGURATION. ADD SOD AND SILT FENCES AS REQUIRED TO PREVENT SILTATION FROM EXITING THE SITE. 3. MOW RETENTION AREAS REGULARLY TO MAINTAIN WEED AND OVERGROWTH CONTROL. 4. INSPECT RETENTION AREAS PERIODICALLY FOR ACCUMULATION OF DEBRIS AND TRASH. PROPERLY DISPOSE OF ALL DEBRIS AND TRASH IN RETENTION AREAS AND CONVEYANCE SWALES. 5. INSPECT RETENTION AREA BOTTOMS FOR DEPOSITS OF SAND AND/OR SILT AND REMOVE. 6. PERCOLATION PERFORMANCE SHALL BE EVALUATED YEARLY FOR EACH DRY RETENTION AREA. THE RETENTION AREAS SHALL PERCOLATE STORED WATER WITHIN 72 HOURS OF THE END OF THE DESIGN RAINFALL EVENT, BOTTOM MAINTNANCE SHALL BE PERFORMED AS REQUIRED BY EXERCISING THE FOLLOWING PROCEDURE: A. REMOVE 4 TO 6 INCHES OF RETENTION AREA BOTTOM MATERIAL AND SCARIFY EXCAVATED BOTTOM, B. REPLACE EXCAVATED MATERIAL WITH CLEAN SAND MATERIAL TO DESGN GRAD AND SEED AND MULCH PER ORIGINAL DESIGN. CONSTRUCTION NOTES EROSION CONTROL: 1. APPROVED EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING, EXCAVATION, FILLING OR OTHER LAND DISTURBIING ACTIVITIES, EXCEPT THOSE OPERATIONS NEEDED TO INSTALL SUCH MEASURES OR UNDERGROUND UTILITIES INSTALLATIONS. 2. SEDIMENT AND EROSION CONTROL MEASURES SHALL BE INSTALLED AND MAINTAINED IN ACCORDANCE WITH THE MANUAL FOR EROSION CONTROL (LATEST EDITION). 3. SEDIMENT AND EROSION CONTROL MEASURES SHALL BE INSPECTED DAILY BY THE CONTRACTOR AND NEEDED REPAIRS OR MAINTNANCE SHALL BE COMPLETED BEFORE WORK STOP FOR THE DAY. 4. TEMOPORARY SEDIMENT TRAPS ARE ACCEPTABLE AS LONG AS THE INLET IS PROPERLY SCREENED WITH HAY BALES AND LOW ENOUGH IN ELEVATION FOR RUNOFF TO ENTER THE STRUCTURE. 5. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE CONTINUOUSLY MAINTAINED BY THE CONTRACTOR DURING THE CONSTRUCTION PHASE OF THIS PROJECT UNTIL ACCEPTED BY THE OWNER. 6, FAILURE TO PROPERLY INSTALL AND MAINTAIN EROSION CONTROL PRACTICES SHALL RESULT IN CONSTRUCTION BEING HALTED. 7. SEDIMENT BARRIERS SHALL MEET D.O.T STANDARDS. 8. EROSION CONTROL MEASURES WILL BE MAINTEAINED AT ,ALL TIMES. ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES WILL BE INSTALLED IF DEEMED NECESSARY BY ON SITE INSPECTION BY THE ENGINEER OF RECORD, 9, ALL CORRUGATED METAL PIPES SHALL BE FULLY BITUMINOUS COATED, 10, ALL SEEDING FOR TEMPORARY STABILIZATION SHALL BE DONE AS EACH AREA IS MADE READY. , t= IMENt ,AND EROS ION CONTROL. fiJj4N 1. PRIOR TO POND EXCAVATION, TURBIDITY 5ARRER5 (51LT FENCE AND/OR SECURED HAY BALES) MUST BE IN5TAL.LED ALONG THE PERMITER OF ALL EXCAVATIONS. 2. ALL TURBIDITY 5ARRER5 WILL REMAIN UNTIL:. THE ENTIRE DRAINAGE SYSTEM CONSTRUCTION AND SODDING IS COMPLETE. 3. THIS PLAN IS THE MINIMUM REQUIREMENTS, CONTRACTOR MUST ADD ADDITIONAL ER051ON CONTROL METHODS IN EXTREME CA5E5. 4. SILT FENCE TO BE I' BELOW GRADE. CONSTRUCTION NOTES EROSION & SEDIMENTATION CONTROL.- 1. ONTROL: 1. DURING CONSTRUCTON, THE CONTRACTOR SHALL TAKE ALL REASONABLE MEASURES TO INSURE AGAINST POLLUTING, SILTING OR DISTURBING TO SUCH AN EXTENT AS TO CAUSE AN INCREASE IN TURBIDITY TO THE EXISTING DRAINAGE SYSTEM AND ADJACENT WATER BODIES AND WETLANDS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLYING WITH ALL PERMIT CONDITIONS RELATED TO SUCH MEASURES. METHODS MAY INCLUDE BUT ARE NOT LIMITED TO, FLOATING SILT BARRIERS, SEDIMENTATION BASINS, SEDIMENT CHECK DAMS, SILT FENCES, HAY BAILS. THE MEASURES SHOWN ON THESE PLANS SHALL BE CONSIDERED MINIMUM AND SHALL NOT DEVIATE THE CONTRACTOR FROM THE RESPONSIBILTY TO IMPLEMENT ANY MEASURES NECESSARY TO PROVIDE PROTECTION FOR THE EROSION, SEDIMENTATION AND TURBIDITY, CONSTRUCTION SEQUENCE TO MINIMIZE EROSION AND SEDIMENTATION AT STORM - WATER DISCHARGE POINTS: 1. CONTRACTOR TO INSTALL FDOT TYPE III SILT FENCES AT SITE DISCHARGE POINTS. 2, CONTRACTOR TO CONSTRUCT POND AND CONNECTING DRAINAGE AND OUTFALL PIPES AT INITIAL STAGES OF CONSTRUCTION, 3. ALL GRADING OPERATIONS SHALL BE PERFORMED WITHOUT DELAY OR PAUSE (CONTINUOUS OPERATION) UNTIL PROPOSED GRADES ARE MET. ALL EXPOSED EARTH SHALL BE SEEDED AND MULCHED OR SODDED SOON AFTER GRADING IS COMPLETED. HANDICAP PARKING SIGN SPACE (FTP -25) 4" WHITE STRIPE LOP 4" BLUE 1 5 0 STRIPE UJ z •O 4" WHITE STRIPE N 50:1 'T 1 5' 1 12' 1 a '(TYP) NOTE: THIS SYMBOL TO BE WHITE D.O.T. THERMOPLASTIC NOTE: (HANDICAP SIGN ONLY) ACCESSIBILITY: A) IN ACCORDANCE WITH THE FLORIDA ACCESSIBILITY CODE FOR BUILDING CONSTRUCTION, 4.1.3 SECTION (1), DATED OCT. 1996, ,^.T LEAST ONE ACCESSBILE ROUTE COMPLYING WITH 4.3 SHALL CONNECT ACCESSBILE BUILDING OR FACILITY ENTRANCES WITH ALL ACCESSIBLE SPACES AND ELEMENTS WITHIN THE BUILDING OR FACILITY. DOORS ACCESSINGTHE BUILDING MUST BE DEPICTED ON SITE PLAN. RAMP DETAILS WITH SLOPE INFORMATION SHALL BE DEPICTED ON SITE PLAN. B) THE LOCATION OF HANDICAPPED PARKING STALLS, LODAING ZONES, SIDEWALKS AND RAMPS ON SITE SHALL MEET CHAPTER 316.1955 OF THE FLORIDA STATUTES AND SECTION 4.1.3 OF THE FLORIDA .ACCESSIBILITY CODE. CURB RAMPS SHALL NOT EXCEED 12:1 ;;LOPES PARKING SPACE AND AISLE SHALL NOT EXCEED 50:1 CROSS SLOPE. NOTE: PARKING STALLS SHALL BE MARKED WITH WHITE & gl._UE PAINT PER FLORIDA ACCESSBILITY CODE SEC i ION 4.6.1. NOTE: (HANDICAP SIGN ONLY) 1. ALL LETTERS ARE 1" SERIES "C", PER MUTCD. 2. TOP PORTION OF SIGN SHALL HAVE REFLECTORIZED (ENGINEERING GRADE) BLUE BACKGROUND WITH WHITE REFLECTORIZED LEGEND AND BORDER, 3. BvTTOM PORTION OF SIGN SHALL HAVE A REFLECTORIZED (ENGINEERING GRADE) WHITE BACKGROUND WITH BLACK BORDER. 4. ONE SIGN REQUIRED FOR EACH PARKING SPACE. 5. HEIGHT OF SIGN SHALL BE IN ACCORDANCE WITH SECTION 24-23 OF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) TYPICAL HANDICAP PARKING SIGNAGE � 9 A , ---r . -- r lm1 NOTE: (HANDICAP SIGN ONLY) ACCESSIBILITY: A) IN ACCORDANCE WITH THE FLORIDA ACCESSIBILITY CODE FOR BUILDING CONSTRUCTION, 4.1.3 SECTION (1), DATED OCT. 1996, ,^.T LEAST ONE ACCESSBILE ROUTE COMPLYING WITH 4.3 SHALL CONNECT ACCESSBILE BUILDING OR FACILITY ENTRANCES WITH ALL ACCESSIBLE SPACES AND ELEMENTS WITHIN THE BUILDING OR FACILITY. DOORS ACCESSINGTHE BUILDING MUST BE DEPICTED ON SITE PLAN. RAMP DETAILS WITH SLOPE INFORMATION SHALL BE DEPICTED ON SITE PLAN. B) THE LOCATION OF HANDICAPPED PARKING STALLS, LODAING ZONES, SIDEWALKS AND RAMPS ON SITE SHALL MEET CHAPTER 316.1955 OF THE FLORIDA STATUTES AND SECTION 4.1.3 OF THE FLORIDA .ACCESSIBILITY CODE. CURB RAMPS SHALL NOT EXCEED 12:1 ;;LOPES PARKING SPACE AND AISLE SHALL NOT EXCEED 50:1 CROSS SLOPE. NOTE: PARKING STALLS SHALL BE MARKED WITH WHITE & gl._UE PAINT PER FLORIDA ACCESSBILITY CODE SEC i ION 4.6.1. NOTE: (HANDICAP SIGN ONLY) 1. ALL LETTERS ARE 1" SERIES "C", PER MUTCD. 2. TOP PORTION OF SIGN SHALL HAVE REFLECTORIZED (ENGINEERING GRADE) BLUE BACKGROUND WITH WHITE REFLECTORIZED LEGEND AND BORDER, 3. BvTTOM PORTION OF SIGN SHALL HAVE A REFLECTORIZED (ENGINEERING GRADE) WHITE BACKGROUND WITH BLACK BORDER. 4. ONE SIGN REQUIRED FOR EACH PARKING SPACE. 5. HEIGHT OF SIGN SHALL BE IN ACCORDANCE WITH SECTION 24-23 OF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) TYPICAL HANDICAP PARKING SIGNAGE m z Q w nti E- 0 N r c\2 Q � J� qD :Q x� c C- r- 0- �I n� � 9 d 0 U p C�i I- O Qn_. � W <O c L'I 00 LL - t 71-1 u ocli LA N L -I rri z r r WW rM 0 U fL4 U ou m z Q w nti E- 0 N r c\2 Q � J� qD :Q x� c C- r- 0- �I n� vv" �SAN 3 _I" 201 THAS H. SKELTON, P.E. STATE OF FLORIDA REG. NO. 42752 JOB # 00275 FILE NAME: CITYELECIRIC-GN SHT. # 2 OF 6 0- 0 U C�i I- O Qn_. ch-, 77�11 O <O c L'I 00 LL - t 71-1 u LA N L -I vv" �SAN 3 _I" 201 THAS H. SKELTON, P.E. STATE OF FLORIDA REG. NO. 42752 JOB # 00275 FILE NAME: CITYELECIRIC-GN SHT. # 2 OF 6 ikE W FFFFFf S � 0' 20' 40' / SCALE: 1 " = 20' / r / • UTILIT OL EXIST. WM Cl i O &BFP (n PROP. IRRIGATION ,�f ``lVJ METER & BFP W/ f / RAIN SENSOR f ` O STOP SIGN & THERMOPLASTIC STOP BAR oR �\ /EXISTING / �^ DRIVEWA l c I REMOVE PAVEMENT ADD VERT. CURBING (IV 28 / A)C-) (10 O Al EXISTING FIRE HYDRANT rA PARKING CALCULATIONS (PROP. BLDG. GENERAL NOTES LANDSCAPE LEGEND LANDSCAPING GENERAL NOTES: 1,665 SQ.FT. OFF./RETAIL 1665/200 = 8.3 PARKING SPACES1. ALL HANDICAP RAMPS TO HAVE MAX. SLOPE OF 1:12. VIBURNUM HEDGE (30" HGT. PLANTED AT 30" 0/C.) 1. ALL LANDSCAPED AREAS TO BE SODDED (BAHAI) 4,285 SQ.FT. OF INVENTORY (4) EMPLOYEES = 4 2. POST THE EMERGENCY NIGHT PHONE NUMBER ON THE BOTTOM OF AND/OR MULCHED (4" MIN.). LOW WATER USE 12,3 REQUIRED FOR CITY ELECTRIC THE BUILDING PERMIT. 2. ALL PROPOSED PLANTS WILL BE FLORIDA #1 GRADE OR BETTER. 3. 30" STOP SIGN SHALL BE OF HIGH INTENSITY REFLECTORIZED (22) LAUREL OAK 10'-12' HIGH, 2.5" CALIPER ® TIME OF PLANTING. 2 PARKING SPACES PLUS ONE (1) ADDITIONAL SPACE PER AS SPECIFIED IN THE MANUAL OF UNIFORM TRAFFIC CONTROL 3. IF THE EXISTING PLANT MATERIAL DOES NOT MEET MIN. CODE REQUIREMENT 500 SQ.FT. OF TOTAL FLOOR AREA OVER 4000 SQ.FT. / DEVICES AND LOCATED AS SHOWN ON SITE PLAN. 25' 0/C ALONG R/W, 50' O/C ALONG INT. PROP. LINES / SUPPLEMENTING THE PLANT MATERIAL TO MEET CODE WILL BE DONE. 2,300 SQ.FT./ 500 = 4.6 & 2 PARKING SPACES REQUIRED FOR BALANCE OF NEW BLDG. / 4. STOP BAR SHALL BE 24" WIDE, WHITE THERMOPLASTIC AND 4. IRRIGATION SYSTEM TO BE DESIGNED &INSTALLED BY A LICENSED PORTION OF BLDG. MAY REQUIRE CONDITIONAL USE PERMITS LOCATED AS SHOWN ON SITE PLAN. (4) CREPE MRYTLE 10' HIGH, 2.0" CALIPER ® TIME OF PLANTING. IRRIGATION CONTRACTOR. 5. ALL ADDRESS NUMBERS SHALL BE VISIBLE AND READABLE FROM STREET. 6.6 SPACES REQUIRED /5. LANDSCAPING SHALL NOT OBSTRUCT OR BLOCK SIGNAGE. "NO o Lo N w Q o "' w z � TO BE REMOVED 10' cmp cn n U Ln o CD ca 3,785 SQ.FT. �g i i i l i EXISTING DRAINAGE DITCH q / 6. INSTALL TRESPASSING, CONSTRUCTION SITE" SIGN AS i I I I W ~ / SPECIFIED IN FLORIDA STATUTE 810.09, PARAGRAPH D. ' 1 I ( rn I Ln Q W z co III I CD 0 C\2 PARKING CALCULATIONS (EXIST. BLDG.) S' FULL RADIUS POP-UP N 0 d l l o EXOSCOPE DESIGN ( r� // TAKE BACK CALLS. FOR IRRIGATION SYSTEM, I I I I I SPECIALTY PROMOTIONSo ADD VERT. CURBING w HALF RADIUS POP-UP ROTOR SQ.FT. OFF./RETAIL 1665/200 = 8.3 PARKING SPACES & PROPS SALES �; I a F.F. = 43.50 I j LL 2,120 SQ.FT. OF INVENTORY (4) EMPLOYEES = 2 / Q 10' FULL RADIUS POP-UP TOTAL AREA = 31,280 SF. (0.72 AC.) LIGHT I CHURCH I I I Iii a I I 111 1111x1 /IRRIGATED AREA = 8,800 SF. (0.20 AC.) 3,785 SQ.FT. Ii I I } 10.3 REQUIRED FOR FORMER CITY ELECTRIC A& 7' HALF RADIUS POP-UP WARHOUSE: 14 EMPLOYEES/ 7 OHD 14(15) + 700 = 910 GPD I I 1 7 ISI 3,785 SQ.FT. CHURCH W/ 50 SEATS/ .3 = 15 PARKING SPACES REQUIRED </ IRRIGATION LINE SIZES AND ZONES TO BE OFFICE/ SHOWROOM: 15 GAL. PER 100 SQ.FT. 15(15) = 225 GPD I I i IIII � Il=I SPECIFIED BY IRRIGATION LIC. CONTRACTOR SANITARY FLOW 1135 GPD/ 3.78 ERUs. IIII IIII IIII II < 2 PARKING SPACES PLUS ONE (1) ADDITIONAL SPACE PER 1 STRY. RECLAIMED WATER USAGE = 10 HDS.(FULL RADIUS), ® 4 GPM. _ METAL STORAGE BLDG. I IIII 1000 SQ.FT. OF TOTAL FLOOR AREA OVER 4000 SQ.FT. /� \ / 600 GPD BASED ON 15 MIN.. z Ill1 III< -------7 -L---------------_-�_-----�----_____------------ I o - 15,000 SQ.FT./ 1000 = 15 & 2 PARKING SPACES REQUIRED FOR BALANCE OF NEW BLDG. \ / F.F. = 42.47 / RECLAIMED WATER USAGE = 40 HDS.(1 /2 RADIUS), ® 2 GPM. = Illi IIII � 1 ----- ------ z 1 1 1 1 I IIII III / 1,200 GPD BASED ON 15 MIN.. ASPHALT 14 I I I I l I i 110 I D PORTION OF BLDG. MAY REQUIRE CONDITIONAL USE PERMITS III .I 95' 1) THE DEVELOPER SHALL CONSTRUCT RECLAIMED WATER 17 PARKING SPACES REQUIRED \ / / DISTRIBUTION FACILITIES TO THE PROPOSED DEVELOPMENT \ • 61 TOTAL SPACES REQUIRED \ / / 2) A FULLY AUTOMATIC IRRIGATION SYSTEM, UTILIZING w RECLAIMED WATER, SHALL BE INSTALLED BY THE s 61 TOTAL SPACES PROVIDED Y / DEVELOPER SO AS TO PROVIDE TOTAL COVERAGE FOR ALL / o \ LANDSCAPING, INCLUDING HEDGES, TREES, AND GRASSED m AREAS, FOR THE PROPOSED DEVELOPMENT. U ¢ �JW ^-_ YID N 89020'18" W 400.0 X0 0 100' SETBACK FROM C.L. I I 175 5' C.L.F. LOADING ZONE x± Q / REMOVE PAVEMENT ADD VERT. CURBING I o w I I \ \ \ \ \ \ \ \ / f I wm /' O \ \ \ EXIST. CON�G� 18 . T 30 op 20 I z r? I I '` \\ \ FLUME \ \ `� \ / •^ / U I U � NI SPECULATIVE RENTAL SPACE ��, \ \� \\ \ �Q) / 0 EXIST. ASPHALT 1 HC SIGN I m II �I 6,300 SQ.FT., PRE -ENG. METAL BLDG. \ \\ \ \\ 0 / TO BE RESURFACED I LL m I I 20 EAVE HGHT. Q� 5 I w o O I F.F.=44.1 2� �\ \\\\\ EXIST. 1 ► \ \ � ETENTION PON '`\ \ / NEW STRIPING SANITARY I I I LIGHT WALL PACK ' \ & WHEEL STOPS MANHOLES I CITY ELECTRIC I SUPPLY j (nP)TO BE REMOVED I SHOWROOM &I OFFICES I 5,950 S FT. O10 1 WATER LAT. _,�,�r M.ATQH EXIST. PAVEMENT \ \ 20 EAVE HGHT. 1 r TO PROPOSED PAVEME1IT� O� f \ F. F. = 44.1 / S 89°2018 E 300.00 {_ R MOVE REMOVE REMOVE C.L.F. REMOVE PAVEMENT I �.TCHBASIN ASPHALT POLE ADD 6" VERT. CURB s C. `v- 36 TOP=42.50 + ►'') I l i i i I I X AVEMEJ INV.=40.01 DBL. DUMPSTER [3 I I IREMOVE PI i 1 (/) ADD VERT. CURBING - 10- a. 22' I �cz �L liil i�ill�'I x Z I I I I I I I I= , WHEEL STOP I I I I� I I M EXIST. RAISED CONC. TO REMAIN < r- ----_------------- ________________REMOVE PAVEME -� I 10' I I I< 2 10 -20' j l l I l l i rm 1' I D I EXIST. 1 STR Y CATCHBASIN ;III ii V BLK STORAGE BLDG. I I CITY ELECTRIC I • O� I I TO BE REMOVED 10' cmp I 3,785 SQ.FT. �g i i i l i EXISTING DRAINAGE DITCH i I I I W ~ 001 I I N 1 1 1 I ( rn I Ln Q W z co III I CD 0 C\2 19,000 SQ.FT. N 0 d l l o EXOSCOPE DESIGN ( r� REMOVE PAVEMENT S I I I I I SPECIALTY PROMOTIONSo ADD VERT. CURBING & PROPS SALES �; I a F.F. = 43.50 I j LL LIGHT I CHURCH I I I Iii „� ,� POLE I I 111 1111x1 3,785 SQ.FT. Ii I I } I I I 1 7 ISI 1111 �II� � I I i IIII � Il=I IIII IIII IIII II < I IIII z Ill1 III< -------7 -L---------------_-�_-----�----_____------------ I o - Illi IIII � 1 ----- ------ 1 1 1 1 I IIII III IFIL------------------___---- ASPHALT 14 I I I I l I i 110 I D III .I 95' IIII Illz .` IIII III o SCOPE OF WORK S 89°2018 E 415.82 S 89°20'18" E 100.00' IIII III IIII 1111 1. REMOVE EXISTING ASPHALT AT PROPOSED BUILDING LOCATION,200 SQ.FT. OF EXIST. I I I I Iii I REMOVE 18, Iii I I I I I REGRADE FOR SLAB AND BUILDING FOUNDATION. PAVEMENT AND ADD 18,200 SQ.FT. I III 1 I I I 2. RESTRIPE PARKING AND ADD TRAFFIC CONTROL DEVICES, AS SHOWN. OF NEW PAVEMENT © 1% SLOPE 3. REMOVE CHAIN LINK FENCE AS NECESSARY. 4. REMOVE EXISTING ASPHALT AND INLET AT REAR OF SOUTH BUILDING, REGRADE AND ADD NEW PAVEMENT. U CL Cl_ p V U U W p w 0 0 o Q zo o 1 L O L cn Elf r�r)0 � z CT) N � 2001 OMAS H. SYYLTON, P.E. STATE OF FLORIDA REG, N0, 42752 FILE NAME: CI7Y-ELECSP-1 JOB # 00275 SHEET: 4 OF: 6 • O� p U �g W ~ � a rn W z Ailk CD 0 C\2 U CL Cl_ p V U U W p w 0 0 o Q zo o 1 L O L cn Elf r�r)0 � z CT) N � 2001 OMAS H. SYYLTON, P.E. STATE OF FLORIDA REG, N0, 42752 FILE NAME: CI7Y-ELECSP-1 JOB # 00275 SHEET: 4 OF: 6 EXISTING FIRE HYDRANT • N / / • / W E / / w4l • / S / 0' 20' 40' / SCALE: 1 " = 20' / / / / / 0 / o SITE BENCHMARK / 20d NAIL IN POLE ELEV. = 43.06 / / UTILITY POLE/ . p` / © o �° y O �O �J C� o` 41.45 A.D /EXISTING / A� -% 1�1; "J , h / Ali/ �O • / / / / / DRIVEWAY 2.08 / X 41.29 ♦'- X 41.70 x41.84 / / • / / / / / 40.33 06' / / X 41.07 X40.88 U / X Q � 42.39 m X 42.18 w .--- imm 41.03 h / LOADING ZONE GENERAL NOTES 1. ALL HANDICAP RAMPS TO HAVE MAX. SLOPE OF 1:12. 2. POST THE EMERGENCY NIGHT PHONE NUMBER ON THE BOTTOM OF THE BUILDING PERMIT. 3. 30" STOP SIGN SHALL BE OF HIGH INTENSITY REFLECTORIZED AS SPECIFIED IN THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES AND LOCATED AS SHOWN ON SITE PLAN. 4. STOP BAR SHALL BE 24" WIDE, WHITE THERMOPLASTIC AND LOCATED AS SHOWN ON SITE PLAN. 5. ALL ADDRESS NUMBERS SHALL BE VISIBLE AND READABLE FROM STREET. 6. INSTALL "NO TRESPASSING, CONSTRUCTION SITE" SIGN AS SPECIFIED IN FLORIDA STATUTE 810.09, PARAGRAPH D. SITE STATISTICAL DATA DESCRIPTION SQ. FT. ACRES % OF SITE SITE AREA 117,050 2.69 100.0% *EXIST. do PROP BLDG. AREA 38,820 0.89 33.17% **EXIST. PAVEMENT AREA 56,985 1.31 48.68% IMPERVIOUS AREA 95,805 2.20 81.85% LANDSCAPE/ OPEN AREA 21,245 0.49 18.15% PROPOSED DECREASE IN IMPERVIOUS AREA * PROPOSED BUILDING IS OVER EXISTING PAVEMENT 1" ASPHALT (TYPE I OR TYPE III) 6" LIMEROCK BASE (95% MAX. DENSITY) EXIST. 6' C.L.F. / ** 3,740 SQ.FT. OF EXISTING PAVEMENT TO BE REMOVED / 6" STABILIZED SUBGRADE (75 p.9.1. F.B.V.) / PROPOSED PAVEMENT SECTION 1 STRY. \ METAL STORAGE BLDG. / 42.47 � F.F. = 42.47 / X40.82 �\\ // 42.07 x 40.30 X Q X 40.91 41.04 x 41.02 x x 40.20 \ m x 40.66 --- \ 4 N 89020' W 400.00' r X X X0 do IT C. 42.60 42.42 2.92 40.86 3&84 - _--� \ 39.14 �� 4 + �/ 42.43 43.59 175 5' C.L.F. 43.54 �2 / / \ • 39.11 w w I\ 18' O 20' ,\\ /.. n 30' I m I ••--r \ \ \ \ EXIST. CON�� \.` \ // •; It.. ►�.. .I / �• A T I zYg I \\\ FLUME >. x X v ry �Y p c �X 38.440 m41.49 x X42.11 co 43.14 w 42.81 X NN42.52 Q 42.20 EXIST.OOEXIST. ASPw M-► 7 / / HALT 49 / •r-. n< TO BE RESURFACED x 41.86 x eo 41.81 42.74 r------ I coI I I I NI x i EXISTIf I I I I I I L____ X 41.99 DRAINAGE DITCH ~ I SPECULATIVE RENTAL SPACE 0 \ \ DETENTION PON x/ SANMANHOLES 6,300 SQ.FT., PRE -ENG. METAL BLDG.-►�� \� \ \\\ // // 39.12 CITY ELECTRIC SUPPLY I 20 EAVE HGHT. <v \ \ \ /• / / / / REMOVED I TO BEi SHOWROOM &I OFFICES I F.F.=44.1 0 \ \ \ \ / / / / / s' LONG PRECAST 5,950 S .FT. I \ \ \ \ X /// / / / CONCRETE BUMPER s" EDGE OF PAVEMENT x4 .26 20 EAVE GHT. x42.72 I x43.07 4 12 T^0 TPR06�OSED PAVEMENT4 \ \ \ \ 37,g�3�/,/2 // NN F. F. = 44.1 I 42.98 43.08 2 20 4 / / jr N - - - - - - - - - - -1- - - - ' `( .. . ... .r. . i I .76 BRO�EN "♦ � REMpVE , ;r.:, ,., I I I I I I G T 36' EXIST. CATCH BASIN 1 ASPHALT LI H III II m TU'=42.50 43.10 o X43.14POLE I I 1 I I I- . INV.=40.01 't DBL. DUMPSTER I I I 11 I III- I III -I I- �-•• - -- _ -- ,cr cw 42.25 2 III I •III --i � c $ �nw44 a•' r'r' • �� � �'IrM%�i•r.`lti f Its ♦`v+fLw, s 'Py.b Y 42.96 III I.1 I D I N.T.S. L'------r---� EXIST. RAISED CONC. TO REMAIN I i I II -_ x I__--___----- _- x I43.42 43- 42.42 1 x I 6' LONG PRECAST 2' MAX.43 20 CONCRETE BUMPER J � E 51D I z 42.20 I I I I II I I I M I 3,. O• I � 0 X42.66 II I II 2"� s --► xl CATCH BASIN �1 X11.6191 II`Ijl -I x TO BE REMOVED + dry. ( I � 43.28 � � ( I IIII (IIII � G BUILDING I EXISTING BUILDING I + III III I (2) No. 5 DOWELL - 3' LONG A x 00 41.61 42.20L I I 1 1 1 I o°� s I I I �' 1 1 1 I NT PRECAST BUMPER DETAIL F.F.=43.50 I C0 6" VERT. CURB-- I I M* I F. F. = 43.50 I I 42.55 1 I Q QOc N 42.05 1 42.20 r -I o I , cJn k3 20 �r 11 �q I I 2' R r�rr�zrr o,; , 98 1 I I I I EXTRUDED CONCRETE CURB 6 6 W W t/r .y rti` K_ I TACK WITH RC -30 war ``?�I,t I I I I m I CONCRETE PAVEMENT o w HT x IiI I I X I -VIII_ POLE 42.68 1 i I 4 111114 VIII x 42.51 III 1 I Z I ° 4 Hill XI IIII 1101 I x U.171 I I I I = COMPACTED SUBGRADE3.36 x 42.68 42 VIII 42.22 •»-► IIII I I mI IIIII_11111=11111-III 1= II 1_ 11=11 i I � EXISTING DRAINAGE DITCH I I I c j -11111=11111=11111-11111=11111-11111-11111 I I IIII �II�I I O x IIII III I EXTRUDED CURB DETAIL z 43.59 x x IIII III < o 42.41 42-39 i N.T.S. -L------------ --- - � - � - -43-. 27 1 x 42.20 I I I I 1 42.90 -q L _ 1 1 1 I I I -------------------------- ASPHALT --► Ix x 1 1 1 1 1 1 1 ---v x 43.442.79 � 2. 21 1 1 � •I $72170 38.93 43.16 43.20 95 ' I I (�. I I 1 Z 5 C.L.F. TY 1 1 1 1 1 1 x37.20 Aq 14j) S 89020'18" E 415.82' x 789"20'18" E 100.00' 1 1 1 1 1 1 1x42 22 43.19 1 1 1 1 1 1 1 1 111 II REMOVE 18,200 SQ.FT. OF EXIST. I 1II III PAVEMENT AND ADD 18,200 SQ.FT. I I I I I OF NEW PAVEMENT @ 1% SLOPE I I I I I I I I x 41.63 X x 43.19 x 42.60 43.33 0 04�xU) r - ,40 •1 d W I-1 z W ~ � a .c:� 0 w wz oo� L�2 J Z ry Q =) cki V) U z U LJ 0 LJ 0 Z < U IZ (D r -r) o N (Q 15�jt 111 2001 AS H. SKELTON, P.E. OF FLORIDA NO. 42'752 FILE NAME: CITY-ELECSP-3 1 JOB # 00275 SHEET: 5 OF: 6 M III S SCALE: 1 " = 40' / E i / i • GENERAL NOTES 1) GENERAL CONTRACTOR AND/OR UTILITY CONTRACTOR TO / LOCATE ALL UTILITIES PRIOR TO CONSTRUCTION. 2) EXIST. SUBSTANDARD PRIVATE LIFT STATION TO BE REMOVED AND RELOCATED WITH A NEW PRIVATE LIFT STATION / 3) CONTRACTOR TO TRY TO USE SAME CONNECTION TO FORCE MAIN. �h EXIST. WM 4) MUST MAINTAIN 10' HORIZONTAL OR 18" VERTICAL SEPARATION BETWEEN & RPB y E WEEN THE PROP. WATER LINE AND THE EXIST. FORCE MAIN 5) WATER LINE TO HAVE 3' MIN. COVER. USE EXISTING FORCE } / MAIN TIE-IN TO 6) ALL DRIVEWAYS TO BE PATCHED AFTER OPEN CUT. CONNECSTATION INTO NEW LIFT Tjor� 7) DOT R/W PERMIT AND DEP SANITARY & WATER PERMITS REQUIRED / 0 BEFORE STARTING UTILITY WORK. � OPEN CUT XIST. FORCE MAIN w / , REMOVE UNDERGROUND :r <. LIFT STATION, TIE NEW , =ri 4" PVC SAN. LAT. TO .0 NEW LIFT STATION r ea' TOP -42.1 EXIST. LIFT STATION OPROPLl FT. PRI�TATJVATE TOP-42.17OKI EXIST. WA FIRE LINE TO BE SIZED / 5' C.LF. TYP —x Z <LLJ , CP 1101 CITY ELECTRIC SUPPLY\� \ \ \ \ I CON`\ 12.250 SQ.FT. PRE—ENG. METAL BLDG. / AUTOMATIC FIRE SPRINKLER SYSTEM Z Q s\ \ \\\ EXIST. �l TENTION PON erg Q Pte\ \ \\ff / LxJ <� O _J w I� l / RISER V)�J / J � 1111 r_______________� ;a I I III I I _U r� O COM wmK MOM L1J <C H IIII 111 I I U � I CI NQ C/-) LJ Li LL_ / / / / ----------- '.A. 4 1' •EXIST. 2" WATER LINE 1 m I to _ I MO j i I� i 1 1 �, / t Y U 1 Q 1 JN 1 1!j I m � N In r� w I I Dill II W I �d I I I I • 3 d. / PROP. 230 L.F. OF I 8" PVC WATER LINE >- W I I wLiJ I I I'CG / I O ! I W LL - 0 L z i I I 11n I r li e< lI I I I I EXIST. ASPHALT 1 U I U L,j • � , *— i r i �.�, � t IIII I I 3r PROP. 15' UTLITY EASEMENT r ! Iri • I I I I ASPHALT fi_. I I i I 111 • / /��;:'/ " y IIII I•I I I � afi�+�•��•��•��•��•��•��•��.•��•��•r�•��•��•��•��•��•.��.��•��•��•��•.��.•r�w I I 1 f III i� o) Z q N a� 4Z: W. EXIST. ASPHALT / PROP. 15 UTLIT EASEMENT EXISTING CHURCH 270 L.F. OF 8" PVC WATER LINE 144 °w Y9 u ` x yyY i �•iN?wi' y.!1... x �i "�flE y.aY�ip �3 -•Kc 1sS 1� 4 r / / �� �' wlfi� r,yrrL;IrL�': QtLli.:rrrr �Gri�� , �F�LrL►flfr�. �rL�+inti'..LILLi'�lrir a.YIL� iLL(� i�wrG iir� �r3iiyiti iL�i� svrrFiirr►. �ri�i fir. �rL �tii�t►�1Lf11.+t [PROP. . OP �• OPEN CUT EXIST. ASPHALT EXIST. FIRE HYDRANT /•-------------------------------------------------------- IV_ Y - EXIST. FDC r CONNECTION / I I / 1 � /• I I / I I / i I I / I I I I EXISTING SHOPPING CENTER 1 I I /• I I /• 1 I I I / 1 I / I I / I 1 / I I / I I / I I I I / i I / i I I I I I I I L----------------------------------------------------------------------- L-------- 0 0 .N C? E o 0 N T 3- SURFACE REPLACEMENT TO BE CONSISTENT WITH EXISTING MATERIAL AND OF EQUAL THICKNESS BUT IN NO CASE LESS THAN 2' TOTAL ASPHALT THICKNESS. TRENCH WIDTH W + 4' EXIST. ASPHALTIC SURFACE REPLACEMENT CONCRETE SURFACE 12 12 ZTRENCH WALL VARIES SURFACE JOINT TO BE MECHANICALLY SAW -CUT. REPLACEMENT BASE MATERIAL TO BE LIMEROCK OR PUG MIX. UTILITY PIPE NOTES: 1. BACKFILL SHALL BE PLACED IN 8" LAYERS FROM BENEATH THE HAUNCHES OF THE PIPE TO THE BASE AND COMPACTED TO 98% DENSITY PER AASHTO T-180 MODIFIED PROCTER. 2. BASE MATERIALS TO BE PLACED IN TWO OR THREE LAYERS ROLLED AND TAMPED TO ABOVE SPECIFIED DENSITY. STANDARD ROADWAY OPEN CUT DETAIL 22--0-1 4'-0" 1 4--0" 1 Inside dimension Recycle Solid Waste Container 4'-0" 1 4'-0" 6" Galv. steel pipe bollard at 48" above ground lyp. Regular Solid Waste Container 6" Min. galy. post 6" cont. slab w/#4's at 12" O.C. 11 Minimum 10' Clear gate / Minimum 10' Clear gate tl oi� opening -�� �\ opening l� Lockable double hung gates wt 11 II Enclosure to be constructed / \ / screening material and foot bolts I it a. !ong lasting, durable low / �� All material to be galvanized. �I I maintenance opaque 6' cont. approach slab- II LI----- ` 10 x 22 Double Enclosure Design Pad —_--LI 10 x 22 Double Enclosure Elevation Notes: 1. Solid waste containers should be located a minimum of 6' from any structure or below ally obstructing wires or other obstructions. 2. A minimum of 50' clear backup space from front of enclosure is required for servicing. Parking and landscaped areas may not be used for this purpose. 3. Pad to be constructed of either 3000 PSI,6" concrete, w/ 6x6, 10/10 W.W.M,or 4" concrete, #3's at 12" O.C. Approach pad to be of same composition. 4. 6 feet high enclosure with opaque gates or durable screening or 6" higher than the container height (whichever is greater). 5. Backing into Rights -of -Way are prohibited. Minimum Practical Design Elements for Solid Waste Enclosure See Schedule N of the LDR for complete construction criteria I-APPROX. LOCATION OF WATER LINE .11 I -------------------- --------------EXIST FDC ----------------- I I ---- `\V'FiD�C I CONNECTION i 1 CONNECTION I I I I I I I 1 I I I 1 I I I I I I I I I I I I I I I I I I I I I I I I I I ! I ----------------------------------------------------------- 1 I I I I IL--------------------------� I I I I 1 I I I I I I I I I ! I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 1 I I I I I I I I I I I I --------------------.—__—_--_______—_ __—__-_--_—_____--__—___L—_----_--__--_—_—__--_--.--_----------_---------------J r Q 5' C.LF. TYP —x Z <LLJ Z Q CP 1101 CITY ELECTRIC SUPPLY\� \ \ \ \ I CON`\ 12.250 SQ.FT. PRE—ENG. METAL BLDG. Q AUTOMATIC FIRE SPRINKLER SYSTEM Z Q s\ \ \\\ EXIST. �l TENTION PON erg Q Pte\ \ \\ff LxJ <� O _J w I� l RISER V)�J OQ V -- J � 1111 r_______________� ;a I I III I I _U r� O COM wmK MOM L1J <C H IIII 111 I I U � I CI NQ C/-) •EXIST. 2" WATER LINE 1 m I to _ I MO j i I� i 1 1 �, / t Y U 1 Q 1 JN 1 1!j I m � N In r� w I I Dill II W I �d I I I I • 3 d. / PROP. 230 L.F. OF I 8" PVC WATER LINE >- W I I wLiJ I I I'CG / I O ! I W LL - 0 L z i I I 11n I r li e< lI I I I I EXIST. ASPHALT 1 U I U L,j • � , *— i r i �.�, � t IIII I I 3r PROP. 15' UTLITY EASEMENT r ! Iri • I I I I ASPHALT fi_. I I i I 111 • / /��;:'/ " y IIII I•I I I � afi�+�•��•��•��•��•��•��•��.•��•��•r�•��•��•��•��•��•.��.��•��•��•��•.��.•r�w I I 1 f III i� o) Z q N a� 4Z: W. EXIST. ASPHALT / PROP. 15 UTLIT EASEMENT EXISTING CHURCH 270 L.F. OF 8" PVC WATER LINE 144 °w Y9 u ` x yyY i �•iN?wi' y.!1... x �i "�flE y.aY�ip �3 -•Kc 1sS 1� 4 r / / �� �' wlfi� r,yrrL;IrL�': QtLli.:rrrr �Gri�� , �F�LrL►flfr�. �rL�+inti'..LILLi'�lrir a.YIL� iLL(� i�wrG iir� �r3iiyiti iL�i� svrrFiirr►. �ri�i fir. �rL �tii�t►�1Lf11.+t [PROP. . OP �• OPEN CUT EXIST. ASPHALT EXIST. FIRE HYDRANT /•-------------------------------------------------------- IV_ Y - EXIST. FDC r CONNECTION / I I / 1 � /• I I / I I / i I I / I I I I EXISTING SHOPPING CENTER 1 I I /• I I /• 1 I I I / 1 I / I I / I 1 / I I / I I / I I I I / i I / i I I I I I I I L----------------------------------------------------------------------- L-------- 0 0 .N C? E o 0 N T 3- SURFACE REPLACEMENT TO BE CONSISTENT WITH EXISTING MATERIAL AND OF EQUAL THICKNESS BUT IN NO CASE LESS THAN 2' TOTAL ASPHALT THICKNESS. TRENCH WIDTH W + 4' EXIST. ASPHALTIC SURFACE REPLACEMENT CONCRETE SURFACE 12 12 ZTRENCH WALL VARIES SURFACE JOINT TO BE MECHANICALLY SAW -CUT. REPLACEMENT BASE MATERIAL TO BE LIMEROCK OR PUG MIX. UTILITY PIPE NOTES: 1. BACKFILL SHALL BE PLACED IN 8" LAYERS FROM BENEATH THE HAUNCHES OF THE PIPE TO THE BASE AND COMPACTED TO 98% DENSITY PER AASHTO T-180 MODIFIED PROCTER. 2. BASE MATERIALS TO BE PLACED IN TWO OR THREE LAYERS ROLLED AND TAMPED TO ABOVE SPECIFIED DENSITY. STANDARD ROADWAY OPEN CUT DETAIL 22--0-1 4'-0" 1 4--0" 1 Inside dimension Recycle Solid Waste Container 4'-0" 1 4'-0" 6" Galv. steel pipe bollard at 48" above ground lyp. Regular Solid Waste Container 6" Min. galy. post 6" cont. slab w/#4's at 12" O.C. 11 Minimum 10' Clear gate / Minimum 10' Clear gate tl oi� opening -�� �\ opening l� Lockable double hung gates wt 11 II Enclosure to be constructed / \ / screening material and foot bolts I it a. !ong lasting, durable low / �� All material to be galvanized. �I I maintenance opaque 6' cont. approach slab- II LI----- ` 10 x 22 Double Enclosure Design Pad —_--LI 10 x 22 Double Enclosure Elevation Notes: 1. Solid waste containers should be located a minimum of 6' from any structure or below ally obstructing wires or other obstructions. 2. A minimum of 50' clear backup space from front of enclosure is required for servicing. Parking and landscaped areas may not be used for this purpose. 3. Pad to be constructed of either 3000 PSI,6" concrete, w/ 6x6, 10/10 W.W.M,or 4" concrete, #3's at 12" O.C. Approach pad to be of same composition. 4. 6 feet high enclosure with opaque gates or durable screening or 6" higher than the container height (whichever is greater). 5. Backing into Rights -of -Way are prohibited. Minimum Practical Design Elements for Solid Waste Enclosure See Schedule N of the LDR for complete construction criteria I-APPROX. LOCATION OF WATER LINE .11 I -------------------- --------------EXIST FDC ----------------- I I ---- `\V'FiD�C I CONNECTION i 1 CONNECTION I I I I I I I 1 I I I 1 I I I I I I I I I I I I I I I I I I I I I I I I I I ! I ----------------------------------------------------------- 1 I I I I IL--------------------------� I I I I 1 I I I I I I I I I ! I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 1 I I I I I I I I I I I I --------------------.—__—_--_______—_ __—__-_--_—_____--__—___L—_----_--__--_—_—__--_--.--_----------_---------------J r Q \ X 4 'NOMAS H. SkANI PIP, i STATE OF FLORIDA REG. NO. 42752 FILE NAME: CITYELECSP-2 JOB # 00275 SHEET: 6 OF: 6 Z <LLJ Z Q a U LLJJ N o� XZ LxJ <� O _J w I� l V)�J OQ V -- LLJF--- ::D ¢ ov, o _U r� O f— L1J <C U � I CI NQ C/-) LJ Li LL_ \ X 4 'NOMAS H. SkANI PIP, i STATE OF FLORIDA REG. NO. 42752 FILE NAME: CITYELECSP-2 JOB # 00275 SHEET: 6 OF: 6 L SMCo : L VCO ISMCo Grinder/Pac., PAFT -1 - GENERAL The following com onents' shall be mounted through the Innerdoor: Name fates for the innerdoor shall be of a ra hic . desi n, specifically depicting 1. 01 Furnish and install two, grinder p mps to deliver, 9 P' 9 P g P g P Y P 9 GPM against d total head of feet Total 'Dynamic :Head : 1 ea. Main Circuit Breaker the intent for each device. One nameplate shall be supplied for all control - DH). Pumps shall be ca 'able 6T' handlingmestic s e with 1 ea. Emergency. Circuit Breaker devices. One namplate shall be supplied for all power devices. All text and S.S. HINGES mTinimal .moist once, The motor shall b - HI 10 9 R.PM, 1 ea. Mechanical Interlock for main .breakers graphics on each nameplate shall, be scratch resistant. The nameplates shall y VOLT/ PHASE/ 60, HERTZ., 2 ea. Motor Short, Circuit Protectors be fabricated from laser -screened laminated mylar. 1 ea. Control. Circuit Breaker Nameplates for the backpanel shall be of a graphic design, specifically 2 ea. Hand -Off -Auto selector 'switches depicting the Intent for each component, One nameplate shall be supplied for Pumps, control :system, and :FRP p 9 P P PP : (fiberglass .reinforced polyester) . wetwell shall be' LSMCo Grinder Pac. 1 ea, Sequence selector switch, I Auto -2 each component. All text and graphics on each nameplate shall be scratch provided and manufactured by Lift Station ManagemenCo.,Inc. .1 ea. Alternator Test. Switch resistant. The nameplates shall be fabricated from laser -screened laminated of Longwood, FLorido 32750.. Ph (407) 265-9963 2 ea. Pump Run Pilot Lights mylor 1 ea: Power On .'Pilot Light'.MISCELLANEOUS: Contract award shall be on the basis of the base" bid LSMCo/Grinder. Pac 4 ea Float. Indicating Pilot:Lights All wiringon the back anel shall be contained within wiringduct. system. Alternative. deductive systems` shall be considered only 2 ea. Seal Failure Pilot. Lights All wirinbetween the pinnerdoor and the backpanel shall e contained within a after .contract award, Alternative deductive system must be specified 2 ea. Elapsed Time Meters g ' P at bid time. The contractor shall reimburse the engineer for. 1 ea': GFI Duplex Convenience Outlet plastic spiral wrap. additional' expenses to review , alternative system. An savings shall Each wire shall have a wire number at each end to correspond to the asbuilt VENT P . Y Y 9 COMPONENT SPECIFICATIONS: drawing for field troubleshooting. . , be. shared with the owner. 9 g• All circuit breakers shall be molded 'case thermal 'magnetic. Circuit breakers The control panel shall be assembled by an Underwriters Laboratories UL508 Due to the superior, corrosion .resistance and. leak .proof design shall be sealed by the manufacturerafter calibration to prevent tampering. listed manufacturing facility. of fiberglass, a concrete wetwel( will NOT be permitted. Each breaker shall be 'adequately sized to meet the equipment operating 2.03 FASTENER and APPURTENANCES- All fasteners, lifting cables, float The entire Iift stations stem shall be supplied b the um conditions. v Y PP Y : pump cable bracket and appurtenances shall be made of AISI 304SS or supplier and certification of supply will be required: Ther mechanical Interlock shall prevent the normal .and emergency main other material inert to the highly corrosive atmosphere of a sewage breakers :from being energized at the :same time: 'The interlock shall be lift station. Hinges for the wet well and valve box shall be AISI Any .Deviation in the Specified Bid Procedure will .result in' automatic fabricated from aluminum or .stainless steel. 304SS minimum. rejection of alternative systems and will require base 'bid system An emergency enerator, rece. tacle shall be supplied In accordance with DEP An aluminum slide latch assembly shall be provided for holding g. Y 9 P PP / Y P 9 to— be pp standards.. The generator. 'receptacle shall be adequately sized to meet the the doors open on both the w.et well and the valve box. equipment operating conditions..Slide rails shall be SCH 40 AISI 304SS pipe . All motor short circuit protection devices:. must provide for undervoltage release Pump lifting devices shall be made of AISI 304SS (min.) cable ALUMINUM ACCESS HATCH do COVER (LOCKABLE) FIBERGLASS WET WELL H-20 LOAD RATED L� PVC DISCHARGE "C" ® NOTE: PUMP CONTROL SHALL BE LOCATED 3 FEET FROM WET WELL PERIMETER OPTIONALLY AT "A", "B", OR "C" LIFT STATION PLAN FIBERGLASS VALVE BOX (LOCKABLE) EMERGENCY PUMP OUT W/ QUICK CONNECT CPLG. ilim;INTEGRAL L1FnNG 1OVILUGS SS LIF CABLE PVC DISCHARGE LINE FRP VALVE BOX . ( �„ X 12 " X 12_P) D) /-FIN GRADE EASER `- CAST IRON \ \ PLUG VALVE FLANGED CAST IRON 77,PLUG VALVE �2" PVC DRAIN ® RIGHT OF WAY <'P -TRAP') FLANGED CAST IRON CHECK VALVE 48" SLOPE OR ROPER DRAINAGE 2 MIN. INTEGRAL L PE F P 2" SCH 80 PVC SS PUMP rAH SLIDE RAILS ( 1/2" SCH 4! AISI 304SS PIPE) LIFTING BAIL PVC z SCH DISCHARGE LINE n CONTRACTOR INSTALL PUMP DISCHARGE WITH SEALING FLANGE GROUT 1.5 : 1 SLOPE CONCRETE GROUT AS REQ'D BY ENGINEER TO PREVENT FLOTATION 3 YD3 . co 0 C,2 m and class 10 overload 'Protection on all three phases. `ca Visible trip indication, test (1/4 min) or 304SS chain of sufficient size, with safety factor to 2" SIZE » 2 GREEN VENT FIBERGLASS VALVE BOX CQ �o s 'stem' in such' :a way that solids are fed in an fl -X Y.' u p -ow and mounted 'on the., bottom side of the switch disconnect ahead of the pump and reset abilit rriust. be rovided without opening P Y P P 9 Inner door. handle safel the s ecific um s, AISI 304SS min. um liftin Y p P P ( ) P P g (2-3) FiELD INSTALLED W/ BRONZE BUG SCREEN obstruction below ;the grinder inlet. FART 2 - •PRODUCTS Open frame, across the'. line; contactors shall` be rated per IEC standards and bails shall be provided. KNOCKOUTS FOR � X X ( D) I--'--1 � r" , as material. in normal. domestic,:and commercial sewage energize the motors ::when. the line voltage .drops 15% below the .relay setting. 9 Resin: The resins used shall be a commercial grade unsaturated properly sized' per the .motor. requirements. Contactors shall provide for safe 2.04 FRP PRODUCTS The fiberglass wet well must be H-20 load rated ELECTRICAL CONDUITS wood., plastic, glass, rubber, .sanitary napkins, A: Phase 'monitor shall be su lied ;for three phase service. The phase monitor P PP two ' 11 HP, 12 / 2 ; 60HZ pumps. seconds minimum. .2.,01.... QRI,ND,ER,,PUMP - Pum shall.:be„ ,. touch power and control terminals: Contactor contacts and coil shall be easily and certification of this rating must be supplied at time of submittal. h m el all e manufactured f Iber las re c The pump wetw I shall bo f berglass reinforced EMERGENCY PUMP OUT W/ U 4 "SCH QUICK CONNECT CPLG. condi on fault:The phase monitor shall be protected by dual element having a coupling agent that will Provide a suitable bond between upon a CA HOMA Model with an iota rail re laceable without remoyin the contactor from its mounted 9 Y ' . P . 9 Position. P polyester (FRP) of diameter and depth as shown on the lift station L 0 E , 80 PVC 7 ilim;INTEGRAL L1FnNG 1OVILUGS SS LIF CABLE PVC DISCHARGE LINE FRP VALVE BOX . ( �„ X 12 " X 12_P) D) /-FIN GRADE EASER `- CAST IRON \ \ PLUG VALVE FLANGED CAST IRON 77,PLUG VALVE �2" PVC DRAIN ® RIGHT OF WAY <'P -TRAP') FLANGED CAST IRON CHECK VALVE 48" SLOPE OR ROPER DRAINAGE 2 MIN. INTEGRAL L PE F P 2" SCH 80 PVC SS PUMP rAH SLIDE RAILS ( 1/2" SCH 4! AISI 304SS PIPE) LIFTING BAIL PVC z SCH DISCHARGE LINE n CONTRACTOR INSTALL PUMP DISCHARGE WITH SEALING FLANGE GROUT 1.5 : 1 SLOPE CONCRETE GROUT AS REQ'D BY ENGINEER TO PREVENT FLOTATION 3 YD3 . co 0 C,2 m built grinder unit and submersible type. motor. The pump A lightning arrestor to meet or exceed the requirements of ANSI/IEEE Std. elevation detail. The basin/wetwell wall thickness shall be adequate ours, o in r ase pump Isc arge ve oci y . p i shall be mounted in the FRP .basin by a dual slide rail ANSI IEEE .Std. 'C62.21-1984 section . 8.6A and 8.7.3 shall be supplied by electrician for the depth of the tank to maintain the H-20 load rating. / MAKE MONOLITHIC POUR ` CQ �o s 'stem' in such' :a way that solids are fed in an fl -X Y.' u p -ow and mounted 'on the., bottom side of the switch disconnect ahead of the pump UaCO of wetwell •wall direction to the grinderimpeller' with no feet or other control' panel. PUIVII- DATA CHART WITH BOTTOM SLAB .4. obstruction below ;the grinder inlet. A voltage monitor shall. be supplied for. single phase service. The voltage 41 The grinder unit' shall be capable of macerating all monitor shall 'be designed 'to .sense a low voltage condition. The relay shall de- " 9 P 9 _ Ma 3 0 Material far the FRP shall be follows: ' I--'--1 � r" , as material. in normal. domestic,:and commercial sewage energize the motors ::when. the line voltage .drops 15% below the .relay setting. 9 Resin: The resins used shall be a commercial grade unsaturated simultaneously starting afterr a power outage. The time delay shall be set at 10 - - monitor shall be ec e ual e ement •fuses. „ „ including . reasonable amounts of foreign objects such as The .voltage mo, i r prot t d..by d I i Isotholic polyester resin. Or�hotholic resins are not acceptable. P Y P EL. 34.0 �. ; ' ;';. ;,'; ' ').A ♦`VJ V] wood., plastic, glass, rubber, .sanitary napkins, A: Phase 'monitor shall be su lied ;for three phase service. The phase monitor P PP two ' 11 HP, 12 / 2 ; 60HZ pumps. seconds minimum. r disposable diapers and the like to a .fine slurry that o s s er e Reinforcing Materials: The reinforcing material shall be commercial P P Y shall be designed to sense a low v Itage, pha e ,los pow failur anal g g PRIMARY TDH FT o 0 0 o v o 0 will pass, freely through the pump and thedischarge pipe. im ro er'Phase se ue.nce condition. The relay shall de -energize the motors grade "E" type glass in the farm of mat, chopped or roving fabric, improper- The, enclosure condi on fault:The phase monitor shall be protected by dual element having a coupling agent that will Provide a suitable bond between upon a CA SECONDARY PUMP CAPACITY The pump motor shall be of the submersible type. Single fuses, the glass reinforcement and tie resin. . . Zz O �LL_ s capacitor Fillers a s s of e s o b e EL phase motors. shall be of this .cdpacitor tart, capa r Fill r and Additive Filler any type hall not e utilized. shall be supplied to ,manually 'overide the alternator: In the I positon, motor #1 run' t e for high starting torque. The `control system shall be designed .to operate the floats at Intrinsically safe Additives, such as thixotropic agents, catalysts, promoters, etc., may YP .- z aura a Contac closure voltage levels (5V ® 100 microamps).'Each input shallc be added as required by the specific manufacturing process to be ET t I 4" INL from: type 304, 14 ga.' stainless: steel with padlockable .draw :latches. shall always be the lead motor. In the 'Auto' positon, the motors shall sequence ..Stator windings shall be of the open type .with '. Class . F to start .;and stop pumps as well' as energize alarms. used to meet the requirements of this specification. FIELD INSTALLED SECONDARY TDH FT insulation for operating in air or clean dielectric oil -that.The du 1+�x alternator shall be. the solid state type, The alternator shall. switch P P ! ' The. enclosure shall have external mounting feet to allow for wall lubricates bearings and seals and cools the windings. o PART 3 - EXECUTION, , e cycle, and shall provide for la Motor stator shall be into housin for best each pump o lead upon .`a .s.ingle complete cy e n p g 3.01 shall be in strict accordance with the manufacturer's _ PEAK INFLUENT FLOW FATE GPM pressed pump operation upon level ;rise. INSTALLATION - a ignmen an maximum ea transfer. instructions and recommendations in the locations shown on the C� The der:ign logic for this system -shall Include float failure detection. Upon afloat drawing. 8 -0 " motor. N A heat sensor thermostat shall be. attached to the top failure,' the logic shall automatically compensate for the loss by removing the 3.02 INSPECTION AND TESTING - A factory representative shall be end of the motor winding and shall .' be connected in y p provided for one 1 da and shall have complete knowledge of failed flo t from the circuit and electrical) re -position the floats for fail safe p O y 'the . - .An alternator 'test switch, toggle type 'shall be supplied to test the alternator series with g magnetic contactor „coil an .control box mode. As an example, If the "STOP PUMPS' .float failed, the "START LEAD" float proper operation and maintenance to inspect the final. installation PUMP CYCLE TIME MIN. CONCRETE BASE SLAB AS PER `---BASIN ANTi-FLOTATION FLANGE sPECIFICATIONS W 4 REBAR 18" O.C, / to sto motor if motor, winding tem erat,ure reaches. 200 P g P would become the STOP PUMPS float, the START LAG float would become the and supervise the test run of the equipment, prevent gas from entering` enclosure. degrees F. .Thermostat to automatic ally '::reset when "' " " '' e motors shall be e e o 0 START LEAD float and the HIGH `.LEVEL float would become the START LAG/ Megger the motor. Th pump m t m gg d out prior 'motor cools. heat are to be used 3 PUMP SYSTEM MANUFACTURER LSMCo. Ina ELEVATION ,Two sensors, on ,� „ „ HIGH LEVEL float Further, if the STOP PUMPS".and and the START LEAD floats .failed, pha�ae motors. >, „to, startup to ensure the insulation of the pump motor/cable • the START. LAG float woud .become the. STOP PUMPS float and the HIGH LEVEL"system is intact. critics to le -.t e selector switches shall be supplied for Hand -Off -Auto,' three p toggle type pp ® The common motor pump and, grinder shaft shall be of would become the ."START- LEAD/START LAG/HIGH LEVEL" float. ` AISI 416 SS ;threaded to take pump impeller and grinder The Control Module shall be programmable to start' both pumps simultaneouslyever The pump controls and pumps shall be checked for mechanical Y gh ea. each motor. reliability and proper operation. impeller. 24 h t ' c e d' 1--;+ `and to roV'dep "WIPE DOWN" ilim;INTEGRAL L1FnNG 1OVILUGS SS LIF CABLE PVC DISCHARGE LINE FRP VALVE BOX . ( �„ X 12 " X 12_P) D) /-FIN GRADE EASER `- CAST IRON \ \ PLUG VALVE FLANGED CAST IRON 77,PLUG VALVE �2" PVC DRAIN ® RIGHT OF WAY <'P -TRAP') FLANGED CAST IRON CHECK VALVE 48" SLOPE OR ROPER DRAINAGE 2 MIN. INTEGRAL L PE F P 2" SCH 80 PVC SS PUMP rAH SLIDE RAILS ( 1/2" SCH 4! AISI 304SS PIPE) LIFTING BAIL PVC z SCH DISCHARGE LINE n CONTRACTOR INSTALL PUMP DISCHARGE WITH SEALING FLANGE GROUT 1.5 : 1 SLOPE CONCRETE GROUT AS REQ'D BY ENGINEER TO PREVENT FLOTATION 3 YD3 TOP EL. INVERT EL. INLET) i H.L.A. EL. _ 2ND PUMP ON EL, _ 1ST PUMP ON EL. ne PUMPS OFF EL. BOTTOM EL. A SEE ELEVATION CHART FOR ® THRU LEVEL CONTROL DIAGRAM . co 0 C,2 m ours, o in r ase pump Isc arge ve oci y . p i MAKE MONOLITHIC POUR ` CQ �o UaCO of wetwell •wall I PUIVII- DATA CHART WITH BOTTOM SLAB .4. 0 A lag pump: time delay shall be supplied to prevent both pumps from 41 �' ° a I ---I I--'--1 � r" 2.C►2, DUPLEX PUMP CO ROL PANEL -Pum control . anal shall control P P simultaneously starting afterr a power outage. The time delay shall be set at 10 Q PRIMARY PUMP CAPACITY GPM EL. 34.0 �. ; ' ;';. ;,'; ' ').A ♦`VJ V] O two ' 11 HP, 12 / 2 ; 60HZ pumps. seconds minimum. ® PRIMARY TDH FT o 0 0 o v o 0 C:) < The, enclosure An alternator sequence (11 -Auto-2), three position toggle type selector switch CA SECONDARY PUMP CAPACITY 12" Zz O �LL_ shall be NEMA 3R' minimum 24". high x 20" wide x 8" dee fabricated 9 P' shall be supplied to ,manually 'overide the alternator: In the I positon, motor #1 GPM .- z r. from: type 304, 14 ga.' stainless: steel with padlockable .draw :latches. shall always be the lead motor. In the 'Auto' positon, the motors shall sequence Q SECONDARY TDH FT The. enclosure shall have external mounting feet to allow for wall to become the lead motor: ' In he '2' , motor #2 shall always be the lead positon _ PEAK INFLUENT FLOW FATE GPM 6P-0- C� mounting. All hardware shall be stainless steel. All conduit. penetrations motor. N shall "have' approved deal off fittings and. shall be properly reale d to - .An alternator 'test switch, toggle type 'shall be supplied to test the alternator ® PUMP CYCLE TIME MIN. CONCRETE BASE SLAB AS PER `---BASIN ANTi-FLOTATION FLANGE sPECIFICATIONS W 4 REBAR 18" O.C, / _E- prevent gas from entering` enclosure. circuit. PUMP SYSTEM MANUFACTURER LSMCo. Ina ELEVATION CHART • The. following components shall be mounted through the enclosure: 1 Red Alarm Beacon critics to le -.t e selector switches shall be supplied for Hand -Off -Auto,' three p toggle type pp ® PUMP MANUFACTURER HOMA �T LI STATION SECTION z ea. each motor. ® PUMP MODEL N0. Q TOP OF WETWELL 42.0 I I vl ' 1 ea. Alarm Horn 1 ea. Generator Receptacle with weatherproof cover A red run : light, shall. be supplied for each motor..- The pilot light shall illuminate 10 R.P.M. a0 TOP OF VALVE BOX 42.0 1 ea.. Silence .Pushbutton- each time .the motor Is called to run.. (� HORSE POWER b O INLET INVERT 39.0 UZ A yellow seal failure light shall be supplied 'for: each motor, The pilot light shall d ELECTRICAL -VOLTS/PHASE V/ fd Q HIGH LEVEL ALARM 40.0 U The 'back panel shall be'fabricatedfrom .125, 5052-H32' marine allo P Y illuminate upon detection of water In the seal chamber of the pump. _ �3 PUMP DISCHARGE SIZE ® 2� PUMP ON 39.0 U R aluminum. All components shall. be mounted by 'machined stainless Each. motor shall have an elapsed time ,meter to record the accumulated running 4 DIA. QPillPUMP 38,0 steel, screws.- . Self tapping screws are not acceptable: time. `The 'ETM shall .be a:.2" diameter; non=resettable, six digit, totally IMPELLER ON The following components shall be mounted .to. the backpanel: encapsulated unit. �f PUMPS OFF 35,0. SWITCH DISCONNECT ELECTRIC METER A, red .pilot light ` 'shall be supplied for each float. The appropriate pilot light shall CONTROL PANEL ® BOTTOM OF WET WELL 34.0 (CONTRACTOR 2 ea, Motor Contactors 'only illuminate each time 'the float switch closes, LOCATE) 2 ea. Start Capacitors to match' motor .requirements, single phase 'phase The light shall NOTES: GENERATOR RECEPTOR LIGHTNING ARRESTOR MODEL No. A3042(O.A.E.) 2 ea. Run ,Capacitors to match motor requirements, .single only, A green pilot light shall,. be supplied for control power. pilot FIELD MOUNTED BY 2 ea: Start Relays to match 'motor requirements, single :'.phase'only, illuminate when control power .Is available' in the panel. 1. ALL DIMENSIONS ARE IN FEET EXCEPT AS NOTED. h O ELECTRICIAN 1 ba. Voltage Monitor With fuses. (Single Phase) Phase/Monitor (Three Phase) :. '. contacts shall rated amp. Relays, shall, be Ice -cube - e II be a 1 p y plug-in, type Relay 'co 2. 3 DRAWING IS NOT TO SCALE. WITHOUT NOTICE. ALL DIMENSIONS AND SPECIFICATIONS SUBJECT TO CHANGE W UNISTRUT (OR EQ.) „ S -• <2 EA O . -. .,..., ..., - ..,.. 1 ea..' Control Transformer with primary' and secondary fuses, minimum,. DPDT:, 4. 5. PAINT EXPOSED FRP AS REQUIRED BY OWNER/ENGINEER F.R.P. INDICATES FIBERGLASS REINFORCED POLYESTER. - (2) NDUITS OR ? HP PUMP 2" CO REQ'D F S (3)- 2" CONDUITS REWD FOR 3 HP AND - 480 Vol only Twenty (20) terminals shall be supplied for field connections. The teminals shall 6. ALL ELECTRICAL WORK SHALL BE IN ACCORDANCE WITH LOCAL CODES, LARGER PUMPS 1 ea., .. Silence. Relay be rated 25 amps minimum and shall be .mounted on a 30 degree angle for ease * 7. ELECTRICIAN TO RUN TWO (2 HP PUMPS) / THREE (3 HP &LARGER PUMPS) �� 3/4 HOSE BIBS ,. 1 ' ea. Intrinsically Safe Float Input. Module po co ne 'on terminals shall be arran ed such that each float of field wiring. F at n cti g E 2" C TS (ONE FOR HIGH & LOW VOLTAGES) PER SEPARAT ONDUI EACH „ CONTROL 3/4 GALV RISE -- WATER N0, 1 11 ea. Duplex Alternator P -, is connected in consecutive order and does not require any crossing of wires, * g ELECTRICAL CODE BETWEEN CONTROL PANEL AND WETWELL B USED BETWEEN MAIN METER ALUMINUM WIRE SHALL NOT E U ALU � - TO PUMP N0. 2 20 ea. Terminals. for field. connections 6 ea. Terminals for connections, single hose ' onl ' . 9 P Y Each motor over -temperature contact 'shall be connected to the terminal strip * AND CONTROL PANEL. SLEEVE REQUIRED �� G I �-�` 2 AL. PIPE OR EQUIV. �. .motor , - ,. 3 ea. Ground Lugs g and shall 'open a contact to de -energize the appropriate motor upon a high 9. ELECTRICIAN SHALL SEAL OFF CONDUIT RUNS INSIDE WETWELL AND INSIDE OF CONTROL PANEL. GRADE ..POSTS' 1 ea.' Space Heater temperature within the motor. 'I1 o. ELECTRICIAN TO MOUNT LIGHTNING ARRESTOR AT SWITCH N 'A 15A GFI duple .convenience outlet shall 'be supplied ''and mounted on the . P PP for lights, 11. BOTHDISCNNECT W TWELL AND VALVEAHEAD OF E PUMP BOX SHALL BEOPROV DED WITH A MEANS TO WATER SUPPLY CONCRETE AROUND POSTS �- The innerdoor shall be 'fabricated from :080, 5052,-H32 marine =alloy n. to, .provide service technicians with an outlet trouble etc, FOR FOR LOCKING. GROUND ROD 12" e x 24" DEEP NOTE: - aluminum. The innerdoor..shall.have-a.continuous aluminum fano hinge', a P 9 r each a for Ground lugs. shall be supplied and a i`0 ricitel sized fo ch motor and g PP PP P Y 12. 13, CONTRACTOR SHALL FIELD INSTALL INLET FITTING AT PROPER ELEVATION. ALL HARDWARE AND FASTENERS SHALL BE STAINLESS STEEL. REDUCED PRESSURE (RPZ) BACKFLOW PREVENTER TO SERVICE LOCATION handle and catch and shall be Installed by stainless steel screws .for ease service entrance. 14. CONTRACTOR SHALL VERIFY POWER SOURCE PRIOR TO ORDERING EQUIPMENT. TO BE INSTALLED IN WATER SUPPLY LINE TO (VERIFY W/POWER CO,) ' of removal.' The Inner door shall open d minimum of 110 degrees to allow . A s ace heater shall be rovided to maintdin the .tem erature within the enclosure *15. NEUTRAL REQUIRED ON ALL ELECTRICAL SERVICE TO CONTROL PANEL LIFT STATION. 'FEBCO WATTS OAE' safe access to .backpanel. a minimum of 2-3 degrees. F. above ambient to provent condensation build. up. * ELECTRICIAN NOTE ZI SEE "LIFT STATION PLAN" ABOVE FOR LOCATION The heater shall be mounted with stainless steel screws and protected by a shield. Self adhesive means. ns of fastening. :by glue, tape, ect:, are not acceptable. LSMCo - Grinder Pcc g,00 ELECTRICAL RISE R TOP EL. INVERT EL. INLET) i H.L.A. EL. _ 2ND PUMP ON EL, _ 1ST PUMP ON EL. ne PUMPS OFF EL. BOTTOM EL. A SEE ELEVATION CHART FOR ® THRU LEVEL CONTROL DIAGRAM V 129911 THOMAS H. SKELTON, P.E. STATE OF FLORIDA REG. NO. 42752 JOB # 00275 FILE NAME: CITYELECTRIC-LS SHT. # 6A OF 6 . co 0 C,2 m I ---i CQ �o UaCO � I ri, r. 0 41 I ---I I--'--1 � r" f Cn C\2 co U z ♦`VJ V] O LLJ Q z WC C:) < Cn Q- CA N Z Zz O �LL_ g .- z r. O O Q r� �/C� C� Q. LJ.J N w w _E- " p U y � E• O w z lu z W W r4 C:, C=. U UZ L d +C d U co T U U V U R V 129911 THOMAS H. SKELTON, P.E. STATE OF FLORIDA REG. NO. 42752 JOB # 00275 FILE NAME: CITYELECTRIC-LS SHT. # 6A OF 6 . co 0 C,2 m I ---i CQ �o UaCO � I ri, r. 0 Z-. 's W I ---I I--'--1 � r" f Cn C\2 co U ♦`VJ V] O LLJ Q z WC C:) < Cn Q- V 129911 THOMAS H. SKELTON, P.E. STATE OF FLORIDA REG. NO. 42752 JOB # 00275 FILE NAME: CITYELECTRIC-LS SHT. # 6A OF 6 Q 0 0 U O LLJ Q I� C:) < Cn Q- 0 ry Zz O �LL_ O o W U O O Q r� �/C� C� Q. LJ.J N w U V 129911 THOMAS H. SKELTON, P.E. STATE OF FLORIDA REG. NO. 42752 JOB # 00275 FILE NAME: CITYELECTRIC-LS SHT. # 6A OF 6 MINIMUM LENGTH (FT) TO BE RESTRAINED ON EACH SIDE OF FITTING(S). PVC:C-900/905 PIPE SIZE 4" 6" 8" 10" 12" 14" 16" 18"., 20" 24." 90' BEND . MIN.•) 3" DIA. BRONZE DISC 45' BEND , ::•. : SIDES CAN K FORMED 22-.1/2' BEND CLEARANCE ALL AROUND REQ'D. 11-1/4' BEND AR04JND PIPE.)i CAST IRON FRAME PLUG OR BRANCH OF TEE L CONCRETE 4' MeN NOTES: 1. FITTINGS SHALLBE RESTRAINED' JOINT TYPE. 2. INSTALL FULL LENGTHS OF .PIPE WITH TOTAL.LENGTH CONTAINING ONLY RESTRAINED JOINTS EQUAL TO OR GREATER THAN. LENGTH SHOWN IN TABLE. 3.' WHERE TWO OR MORE FITTINGS ARE TOGETHER, USE FITTING WHICH YIELDS GREATEST LENGTH, OF RESTRAINED PIPE. 4. IN UNE VALVES AND .THROUGH RUN OF TEES OUTSIDE LIMITS OF RESTRAINED JOINTS FROM OTHER FITTINGS NEED NOT BE RESTRAINED UNLESS OTHERWISE INDICATED. 5. LENGTHS SHOWN IN THE.TABLE,HAVE BEEN CALCULATED IN ACCORDANCE WITH THE PROCEDURE OUTLINED IN "THRUST RESTRAINT DESIGN FOR PIPE"DUCTILE IRON AS PUBLISHED BY DIPRA, WITH THE FOLLOWING ASSUMPTIONS: *TYPE OF PIPE: PVC HDPE * WORKING PRESSURE: P.S.I. P.S.I. * SOIL DESIGNATION: * LAYING CONDITIONS: *:TO BE COMPLETED BY THE ENGINEER RESTRAINED PIPE TABLE ( PVC -HDPE:) .CITY OF SANFORD 1999 FIG: 104A NOTES:. T. ADDITIONAL REINFORCEMENTS SW:.L BE AS SPECIFlED BY THE ENGINEER.,' 2. MINIMUM COMPRESSIVE STRENGTH FOR CONCRETE SHALL BE 3000 P.S.I. 3. BEDDING, BACKFILL; AND COMPACTION SHALL BE AS SPECIFIED ELSEWHERE IN THE STANDARD DRAWINGS. 4., 'ALL FORM BOARDS SHALL BE REMOVED PRIOR TO BACKFILL 0. NO ALLOWANCE SHALL BE MADE FOR FRICTION BETWEEN THE PIPE WALL AND THE THRUST COLLAR. 0. 'DESIGN PRESSURE: -P.S.L• SCHEDULE OF DIMENSIONS AND MATERIALS • PIPE DIMENSIONS TIE RODS REQ'D SIZE (INCHES) A B.C D OlUk NO. NO1G TNOUtT •TACK AKA• TO K OMMUD ON •A•1. OF •I [WWII a0. M $W RL'ETRANIT (1.•00 Mel) •'ro Is conium V "Olt • Mom su "Olt WATER MAIN THRUST COLLAR .DETAIL: CITY. OF1 SANFORD- 1999 FIG. 105 TRENCH TRENCH CONC. PAD (FLUSH LIMITS SET: NOTE 1 WITH FINISHED GRADE) . MIN.•) 3" DIA. BRONZE DISC uHMSNRBm EARTH , ::•. : SIDES CAN K FORMED • ' CLEARANCE ALL AROUND REQ'D. SIZE OF VALVE AR04JND PIPE.)i CAST IRON FRAME TYPE OF VALVE . :� ;�:d; BEDDING CONCRETE 4' MeN : ' 17-1 4" T_ ACCESS UD. PROPOSEED Utv>tmRem EARTH TIE RODS INCLUDING x 4" x 1/2* GROUT NUTS AND WASHERS HOT DIPPED GALVINIZED DIRECTION & N0. TURNS TO OPEN „BELOW) OR STAINLESS STEEL C (6- MIN.) BEARINePLATE MECHANICAL OPERATOR •o #4 OARS'. SHEETING • s� ,' ; w sloes CAN ' liye UNDISTURBED I'® BOX AND COVER ' ' '' ••f EARTH . */4 - 1 1 mi SEE TRENCH DETAILS ENCASE TIE ,, COVER FOR PIPE „. 1-1/2* PVC SLEEVE : ' 3500 Ps1 Fy: NOTES:. T. ADDITIONAL REINFORCEMENTS SW:.L BE AS SPECIFlED BY THE ENGINEER.,' 2. MINIMUM COMPRESSIVE STRENGTH FOR CONCRETE SHALL BE 3000 P.S.I. 3. BEDDING, BACKFILL; AND COMPACTION SHALL BE AS SPECIFIED ELSEWHERE IN THE STANDARD DRAWINGS. 4., 'ALL FORM BOARDS SHALL BE REMOVED PRIOR TO BACKFILL 0. NO ALLOWANCE SHALL BE MADE FOR FRICTION BETWEEN THE PIPE WALL AND THE THRUST COLLAR. 0. 'DESIGN PRESSURE: -P.S.L• SCHEDULE OF DIMENSIONS AND MATERIALS • PIPE DIMENSIONS TIE RODS REQ'D SIZE (INCHES) A B.C D OlUk NO. NO1G TNOUtT •TACK AKA• TO K OMMUD ON •A•1. OF •I [WWII a0. M $W RL'ETRANIT (1.•00 Mel) •'ro Is conium V "Olt • Mom su "Olt WATER MAIN THRUST COLLAR .DETAIL: CITY. OF1 SANFORD- 1999 FIG. 105 CASCADE TYPE CASING SPACER NOTES: 1. WHEN CONSTRUCTION IS WITHIN FDOT JURISDICTION, ADDITIONAL REQUIREMENTS OF THE UTILITY ACCOMODATION GUIDE SHALL BE MET. 2. 'WHERE PRACTICAL, CASING SHALL EXTEND 10 FEET BEYOND EDGE V N 5 OF PAVEMENT AND HALL NOT BE LESS THAN 6 FEET BEYOND EDGE OF PAVEMENT IN ANY CASE. THE CITY MAY REQUIRE LONGER CASING FOR, DEEPER BORES. 3. AS A CONDITIONAL ALTERNATE SPACER METHOD, FOUR -4 FOOT LONG, 4 INCH BY 4 INCH PRESSURE TREATED WOOD SKIDS, WHICH ARE NOTCHED FOR THE USE OF ONE INCH WIDE STAINLESS STEEL BANDS, HAVE A BEVELED LEADING EDGE, AND ARE PLACED 90 DEGREES TO EACH OTHER AROUND THE PIPES, MAY BE USED ON A CASE BY CASE BASIS AS . SPECIFICALLY APPROVED IN WRITING . BY THE DIRECTOR. SLIPPAGE OF THE SKIDS WILL RESULT IN THE REQUIRED USE OF CASCADE TYPE CASING SPACERS. BORING AND JACKING DETAIL CITY OF SANFORD 1999 FIG. 106 AREA FOR UNDIS URB D PLUG-, SOIL TYP. EDGE O TRENCHF (TYP.) CROSS W/PLUG CROSS W/ /--TWO PLUGS / TETWO r WOOD BLOCKING (TYP.) AREA FOR PLUG TEE W/PLUG AREA FOR AREA FOR 45' BENDTEE AREA FOR PLUG TEE W/ lffE END PLUG THRUST BLOCK DETAILS CITY OF SANFORD 1999 FIG. 103A 30" x 30" X6" TK. storm TRENCH UNSHEETED TRENCH CONC. PAD (FLUSH ~ 10" NII " SET: NOTE 1 WITH FINISHED GRADE) . MIN.•) 3" DIA. BRONZE DISC uHMSNRBm EARTH .¢�. �;• , I� 9000 P s.l ' ••: '•;<% .• ::•. : SIDES CAN K FORMED CONC. PAD -STAMP AS : i �..{% CONCRETESHEETING ALL AROUND REQ'D. SIZE OF VALVE :: • :'t CAST IRON FRAME TYPE OF VALVE . :� ;�:d; BEDDING CONCRETE 4' MeN SwElpfflampim : ' 17-1 4" T_ ACCESS UD. PROPOSEED Utv>tmRem EARTH CONCRETE ARCH GROUT �•. �. FULL ENCASEMENT DIRECTION & N0. TURNS TO OPEN ." * SHEETED TRENCH UN"MD TRENCH �D 10. el6.EE �pT� OPERATOR •o SHEETING • s� ,' ; w sloes CAN ' liye �+" J . , r "' BOX AND COVER ' ' '' ••f BE FORMED . */4 - (SEE FIG. 115) L11 PIPE PLUG (TVP.) .n ' ./2 ;�.:: %, �7�P, : ' 3500 Ps1 Fy: TOP SECTION CONCRETE B~ MN. ' �`c� .' ;•'' rF UNDISTURBED .r EARTH 3000 P.S.I. MIN, CONCRETE CRADLE CONC. MIN. NOTES: BY CITY) AND LARGER 1. (2.D15" MAX. FOR PIPE DIAMETER LESS THAN 24". 24" 6" TK. CONC. PAD (FLUSH WITH 24" MAX. FOR PIPE DIAMETER 24" AND OVER. FOR CONCRETE ARCH, THE MIN. WIDTH SHALL BE EQUAL TO OUTSIDE DIAMETER OF PIPE. 2. "D" REFERS TO THE DIAMETER OF THE PIPE. 3. "T" REFERS TO THE THICKNESS OF THE PIPE. { 4. THE NEED FOR CONCRETE ARCH HALF ENCASEMENT 2" NIPPLE OR FULL ENCASEMENT TO BE DETERMINED IN THE 2" UNION FIELD AS DIRECTED BY THE CITY. 5. REFER TO SECTION 32.5 OF THE UTILITIES MANUAL FOR SHEETING AND BRACING EXCAVATIONS. .6. ENDS OF ENCASEMENT SHALL BE FORMED, AND LOCATIONS SHALL BE INDICATED ON RECORD 0" x 10" REINFORCED DRAWINGS. CONCRETE FOOTING, CONCRETE ARCH AND ENCASEMENT DETAILS CITY OF SANFORD 1999 FIG. 102 CASCADE TYPE CASING SPACER NOTES: 1. WHEN CONSTRUCTION IS WITHIN FDOT JURISDICTION, ADDITIONAL REQUIREMENTS OF THE UTILITY ACCOMODATION GUIDE SHALL BE MET. 2. 'WHERE PRACTICAL, CASING SHALL EXTEND 10 FEET BEYOND EDGE V N 5 OF PAVEMENT AND HALL NOT BE LESS THAN 6 FEET BEYOND EDGE OF PAVEMENT IN ANY CASE. THE CITY MAY REQUIRE LONGER CASING FOR, DEEPER BORES. 3. AS A CONDITIONAL ALTERNATE SPACER METHOD, FOUR -4 FOOT LONG, 4 INCH BY 4 INCH PRESSURE TREATED WOOD SKIDS, WHICH ARE NOTCHED FOR THE USE OF ONE INCH WIDE STAINLESS STEEL BANDS, HAVE A BEVELED LEADING EDGE, AND ARE PLACED 90 DEGREES TO EACH OTHER AROUND THE PIPES, MAY BE USED ON A CASE BY CASE BASIS AS . SPECIFICALLY APPROVED IN WRITING . BY THE DIRECTOR. SLIPPAGE OF THE SKIDS WILL RESULT IN THE REQUIRED USE OF CASCADE TYPE CASING SPACERS. BORING AND JACKING DETAIL CITY OF SANFORD 1999 FIG. 106 AREA FOR UNDIS URB D PLUG-, SOIL TYP. EDGE O TRENCHF (TYP.) CROSS W/PLUG CROSS W/ /--TWO PLUGS / TETWO r WOOD BLOCKING (TYP.) AREA FOR PLUG TEE W/PLUG AREA FOR AREA FOR 45' BENDTEE AREA FOR PLUG TEE W/ lffE END PLUG THRUST BLOCK DETAILS CITY OF SANFORD 1999 FIG. 103A 30" x 30" X6" TK. DIP: CL350 2" D.I. VENT PIPE CONC. PAD (FLUSH 14" 16" 18" 20" WITH FINISHED GRADE) 90' BEND 3" DIA. BRONZE 2" 3" DIA. BRONZE DISC O3�j+EpNppINROT AND 4"x4" TK. DISC ANCHORED IN ANCHORED IN CONC. PAD #4 REBARS CONC. PAD -STAMP AS STAMP AS REQ'D. ALL AROUND REQ'D. SIZE OF VALVE ' ,. CAST IRON FRAME TYPE OF VALVE . . nx • ` ' r 2 SERVICE : ' 17-1 4" ACCESS UD. PROPOSEED , . �' GROUT �•. �. N •. DIRECTION & N0. TURNS TO OPEN ." * FINISHED GRADE �D : . �''�A OPERATOR •o APPLICABLE VALVE • s� ,' ; w �+" J . , r "' BOX AND COVER ' ' '' ••f JOINT FILLER (SEE FIG. 115) VALVE BOX PIPE PLUG (TVP.) 12 - TOP SECTION 2" NIPPLE ANCHORS 3000 P.S.I. MIN, (TO BE APPROVED CONC. MIN. VALVES 16 INCHES BY CITY) AND LARGER { THREADED PLUG 24" 6" TK. CONC. PAD (FLUSH WITH VALVE FINISHED GRADE) #4 REBARS ALL AROUND �• "..'4 • ; .. 24" APPLICABLE VALVE BOX AND COVER b 4 " (SEE FIG. 115) VALVES SMALLER THAN 16 INCHES VALVE BOX PAD DETAIL CITY OF SANFORD 1999 FIG. 107 NOTES: 1. ABOVE DETAIL IS USED ON 2 INCH COMBINATION AIR/VACUUM RELEASE VALVE. CHANGE PIPE AND FITTINGS ACCORDINGLY FOR OTHER VALVE SIZES AND TYPES. VALVE SIZES TO BE DETERMINED BY THE ENGINEER AND APPROVED BY THE CITY PRIOR TO PWAL- LATION. 2. THE MINIMUM DIMEN310H FROM ELBOW INVERT TO FIN13HED GRADE SHALL BE 4.0 FEET. 3. THE AIR RELEASE VALVE SHALL BE ADEQUATELY SUPPORTED. OFFSET AIR OR COMBINATION AIR/VACUUM RELEASE VALVE DETAIL CITY OF SANFORD 1999 FIG. 113 OFFSET (AS REQ'D) BENDS WOOD FORM BOARDS BEHIND EDGE OF CROSSCUT BELL SHALL NOT INTERFERE UNDISTURBED WITH JOINT (TYP.) --� SOIL (TYP.) CONCRETE THRUST TRENCH WIDTH BLOCK (TYP.) 0/2 THRUST THRUST BLOC FITTING LIEU AREA SQ. FT. NOTES: 1. THRUST BLOCK BEARING AREAS SHALL BE POURED AGAINST UNDISTURBED MATERIAL WHERE TRENCH WALL HAS BEEN DISTURBED, EXCAVATE ALL LOOSE MATERIAL AND EXTEND TO UNDISTURBED MATERIAL 2. EXTEND THRUST BLACK FULL LENGTH OF FITTINGS. JOINTS, NUTS AND DOLTS SHALL NOT BE COVERED BY THRUST BLOCKS. FITTINGS SHALL BE PROTECTED BY POLYETHYLENE FILM (6 MIL) PRIOR TO PLACING CONCRETE THRUST BLOCK. 3. ROUGH BLOCKING FORMS SHALL BE USED ALONG SIDES OF THRUST BLOCKS AS REQUIRED. 4. THRUST BLOCKS SHALL BE USED IN COMBINATION, AS REQUIRED TO SUR THE SPECIFIC FITTING ARRANGEMENT. 0. ALL WOOD BLOCKING SHALL BE PRESSURE TREATED WITH PRESERVATIVE IF FORMS ARE TO REMAIL IN PLACE. 0. ALL THRUST BLOCKS SHALL BE ALLOWED TO SET FIVE (5) -DAYS BEFORE PRESSURE TESTING, UNLESS HIGH EARLY STRENGTH CONCRETE IS USED AND CITY HAS APPROVED A SHORTER PERIOD. IGE OF IENCH YP.) THRUST BLOCK DETAILS CITY OF SANFORD 1999 FIG. 1038 PVC PIPE COLORS GRAVITY SEWER: SOLID LIGHT GREEN FORCE MAINt SOLID LIGHT GREEN TYPICAL PIPE 4" TO 0" PIPE - 6" TAPE IS CENTERED ALONO TOP HALF OF PIPE. SEWER UNE =$MR 10" TO 10" PIPE - 0~TAPE IS PLACED ALONG BOTH SIDES OF TOP HALF OF PIP• im lur•• s•1 ..,. an 1•w• 20" AND LARGER PIPE - TAPE 13 PLACED ON BOTH SIDES OF THE TOP HALF OF THE PIPE WITH A THIRD STRIP CENTERED ALONG TOP HALF OF PIPE. - 3m xw• 3 ------------------ Mnm Lm tm UK VA •urm UNK ,mal m t•t PAPER BACKED ADHESIVE VINYL TAPE (TYPICAL) 12 (''1��_ " lMAX. 1" on= m-1 •nrat��� 6" FOR SEWER LINESLL - TAPE SHALL BE GREEN WITH BLACK LETTERING. ' FOR SEWER FORCE MAIN - TAPE SHALL BE BROWN WITH BLACK LETTERING, TAPE SHALL RUN FROM JOINT TO JOINT ALONG THE LENGTH OF TTI[ PIPE. ALL FORCE MAINS AND DUCTILE IRON GRAVITY LINES WITH IDENTIFICATION TAPE NTS PIPE IDENTIFICATION (SEWER - FORCE MAIN AND GRAVITY) CITY OF SANFORD 1999 FIG. 108 ALL LETTERS 2" IN HEIGHT WITH 3/4" SPACING YETWEEN ROWS 10" IRRIGATING WITH 2~ 3/41 RECLAIMED 12' WATER DO N01 DRINK 0 o . , 0 1/2" BORDER o •`+`. 0 .�.�. . `.`.` HOTES: 1. HEIOHT OF SIGN WILL DEFEND ON LOCATION AND SaROt)HDING LANDSCAPE KALIT TYFM IN ALL CASES. THE SIGN SKAU. BE VLSM TO THE PUBLIC. �L BACKGROUND Slava. BE PANTOME nrBrLE aznc, UTTERS $HALL BE WHITE. 3 ENGINEERING GRADE REFLECTIVE MATERIALS SHALL BE USED. 4. POST SHALL BE U CHANNEL 2 LB. NOT ROLLED HIGH TENSILE RAIL. OR BILLET STEEL, HOT DIP GALVANIZED PER ASTM A-123. 3. MOUNTING HARDWARE SHALL BE STAINLESS STEEL B. SIGNS SHALL BE PLACED VY THE CONTRACTOR IN ACCORDANCE WITH THE CITY APPROVED ENGINEERING PLANS AND/OR AS APPROVED BY THE UTILITIES DIRECTOR. RECLAIMED WATER IRRIGATION SIGN CITY OF SANFORD 1999 FIG. 114 MINIMUM LENGTH (FT) TO BE RESTRAINED ON EACH SIDE OF FITTING(S). DIP: CL350 2" D.I. VENT PIPE 4" 6" 8" 10" 12" 14" 16" 18" 20" W/ SCREEN MESH 90' BEND O3�j+EpNppINROT AND 4"x4" 45' BEND CONCRETE VAULT l.OG1T10N)��• 22-1/2' BEND 30" SQ CAST IRON FRAME 11--1/4' BEND AND COVER WITH EXISTINO/ PLUG OR BRANCH OF TEE 17-1 4" ACCESS UD. PROPOSEED GROUT PAVEMENT 4" MAX. x P FINISHED GRADE OPERATOR •o HANDLE PREMOIDED PLASM 2" VALVE (TYP.) CAST IRON JOINT FILLER VALVE BOX PIPE PLUG (TVP.) 5" WALL (MIN.) TOP SECTION 2" NIPPLE 2" PORT WITH ROD SON 2" GATE { THREADED PLUG REQUIRED VALVE SEE NOTE 3 2" NIPPLE GROUT 2' 90' BEND 2" 90' BEND { 2" NIPPLE 2" UNION 2" BRASS PIPE 2" GATE VALVE e" BEDDING ROCK 0" x 10" REINFORCED CONCRETE FOOTING, WA3IEWATER FORCE MAIN OR WATER MAIN SERVICE SADDLE PER SPECIFICATION SECTION 50.5.4 NOTES: 1. ABOVE DETAIL IS USED ON 2 INCH COMBINATION AIR/VACUUM RELEASE VALVE. CHANGE PIPE AND FITTINGS ACCORDINGLY FOR OTHER VALVE SIZES AND TYPES. VALVE SIZES TO BE DETERMINED BY THE ENGINEER AND APPROVED BY THE CITY PRIOR TO PWAL- LATION. 2. THE MINIMUM DIMEN310H FROM ELBOW INVERT TO FIN13HED GRADE SHALL BE 4.0 FEET. 3. THE AIR RELEASE VALVE SHALL BE ADEQUATELY SUPPORTED. OFFSET AIR OR COMBINATION AIR/VACUUM RELEASE VALVE DETAIL CITY OF SANFORD 1999 FIG. 113 OFFSET (AS REQ'D) BENDS WOOD FORM BOARDS BEHIND EDGE OF CROSSCUT BELL SHALL NOT INTERFERE UNDISTURBED WITH JOINT (TYP.) --� SOIL (TYP.) CONCRETE THRUST TRENCH WIDTH BLOCK (TYP.) 0/2 THRUST THRUST BLOC FITTING LIEU AREA SQ. FT. NOTES: 1. THRUST BLOCK BEARING AREAS SHALL BE POURED AGAINST UNDISTURBED MATERIAL WHERE TRENCH WALL HAS BEEN DISTURBED, EXCAVATE ALL LOOSE MATERIAL AND EXTEND TO UNDISTURBED MATERIAL 2. EXTEND THRUST BLACK FULL LENGTH OF FITTINGS. JOINTS, NUTS AND DOLTS SHALL NOT BE COVERED BY THRUST BLOCKS. FITTINGS SHALL BE PROTECTED BY POLYETHYLENE FILM (6 MIL) PRIOR TO PLACING CONCRETE THRUST BLOCK. 3. ROUGH BLOCKING FORMS SHALL BE USED ALONG SIDES OF THRUST BLOCKS AS REQUIRED. 4. THRUST BLOCKS SHALL BE USED IN COMBINATION, AS REQUIRED TO SUR THE SPECIFIC FITTING ARRANGEMENT. 0. ALL WOOD BLOCKING SHALL BE PRESSURE TREATED WITH PRESERVATIVE IF FORMS ARE TO REMAIL IN PLACE. 0. ALL THRUST BLOCKS SHALL BE ALLOWED TO SET FIVE (5) -DAYS BEFORE PRESSURE TESTING, UNLESS HIGH EARLY STRENGTH CONCRETE IS USED AND CITY HAS APPROVED A SHORTER PERIOD. IGE OF IENCH YP.) THRUST BLOCK DETAILS CITY OF SANFORD 1999 FIG. 1038 PVC PIPE COLORS GRAVITY SEWER: SOLID LIGHT GREEN FORCE MAINt SOLID LIGHT GREEN TYPICAL PIPE 4" TO 0" PIPE - 6" TAPE IS CENTERED ALONO TOP HALF OF PIPE. SEWER UNE =$MR 10" TO 10" PIPE - 0~TAPE IS PLACED ALONG BOTH SIDES OF TOP HALF OF PIP• im lur•• s•1 ..,. an 1•w• 20" AND LARGER PIPE - TAPE 13 PLACED ON BOTH SIDES OF THE TOP HALF OF THE PIPE WITH A THIRD STRIP CENTERED ALONG TOP HALF OF PIPE. - 3m xw• 3 ------------------ Mnm Lm tm UK VA •urm UNK ,mal m t•t PAPER BACKED ADHESIVE VINYL TAPE (TYPICAL) 12 (''1��_ " lMAX. 1" on= m-1 •nrat��� 6" FOR SEWER LINESLL - TAPE SHALL BE GREEN WITH BLACK LETTERING. ' FOR SEWER FORCE MAIN - TAPE SHALL BE BROWN WITH BLACK LETTERING, TAPE SHALL RUN FROM JOINT TO JOINT ALONG THE LENGTH OF TTI[ PIPE. ALL FORCE MAINS AND DUCTILE IRON GRAVITY LINES WITH IDENTIFICATION TAPE NTS PIPE IDENTIFICATION (SEWER - FORCE MAIN AND GRAVITY) CITY OF SANFORD 1999 FIG. 108 ALL LETTERS 2" IN HEIGHT WITH 3/4" SPACING YETWEEN ROWS 10" IRRIGATING WITH 2~ 3/41 RECLAIMED 12' WATER DO N01 DRINK 0 o . , 0 1/2" BORDER o •`+`. 0 .�.�. . `.`.` HOTES: 1. HEIOHT OF SIGN WILL DEFEND ON LOCATION AND SaROt)HDING LANDSCAPE KALIT TYFM IN ALL CASES. THE SIGN SKAU. BE VLSM TO THE PUBLIC. �L BACKGROUND Slava. BE PANTOME nrBrLE aznc, UTTERS $HALL BE WHITE. 3 ENGINEERING GRADE REFLECTIVE MATERIALS SHALL BE USED. 4. POST SHALL BE U CHANNEL 2 LB. NOT ROLLED HIGH TENSILE RAIL. OR BILLET STEEL, HOT DIP GALVANIZED PER ASTM A-123. 3. MOUNTING HARDWARE SHALL BE STAINLESS STEEL B. SIGNS SHALL BE PLACED VY THE CONTRACTOR IN ACCORDANCE WITH THE CITY APPROVED ENGINEERING PLANS AND/OR AS APPROVED BY THE UTILITIES DIRECTOR. RECLAIMED WATER IRRIGATION SIGN CITY OF SANFORD 1999 FIG. 114 MINIMUM LENGTH (FT) TO BE RESTRAINED ON EACH SIDE OF FITTING(S). DIP: CL350 PIPE SIZE 4" 6" 8" 10" 12" 14" 16" 18" 20" 24" 90' BEND 45' BEND 22-1/2' BEND 11--1/4' BEND PLUG OR BRANCH OF TEE NOTES: 1. FITTINGS SHALL BE RESTRAINED JOINT TYPE. 2. INSTALL FULL LENGTHS OF PIPE WITH TOTAL LENGTH CONTAINING ONLY RESTRAINED JOINTS EQUAL TO OR GREATER THAN LENGTH SHOWN IN TABLE. 3. WHERE TWO OR MORE FITTINGS ARE TOGETHER, USE FITTING WHICH YIELDS GREATEST LENGTH OF RESTRAINED PIPE. 4. IN UNE VALVES AND THROUGH RUN OF TEES OUTSIDE LIMITS OF RESTRAINED JOINTS FROM OTHER FITTINGS NEED NOT BE RESTRAINED UNLESS OTHERWISE INDICATED. 5. LENGTHS SHOWN IN THE TABLE HAVE BEEN CALCULATED IN ACCORDANCE WITH THE PROCEDURE OUTLINED IN "THRUST RESTRAINT DESIGN FOR DUCTILE IRON PIPE" AS PUBLISHED BY DIPRA, WITH THE FOLLOWING ASSUMPTIONS: *TYPE OF PIPE: DIP • WORKING PRESSURE: P.S.I. • SOIL DESIGNATION: • LAYING CONDITIONS: • TO BE COMPLETED BY THE ENGINEER 6. FOR HDPE PIPE OR PIPE ENCASED IN POLYETHYLENE, USE VALUES GIVEN IN PARENTHESES OR INCREASE THE GIVEN VALUE BY A FACTOR OF 1.5. RESTRAINED PIPE TABLE ( DIP ) CITY OF SANFORD 1999 FIG. 104B PVC PIPE OR PANTONIIE PURPLE 522C TYPICAL PIPE 2* TO 8" 14PE - 6" TAPE 13 CENTERED ALONG ,. HALF , PIPEN 'ER MAIN RECLAII 10" TO 10" PIPE - 0" TAPE 13 PLACED ALONG BOTH 310[3 OF THE TOP HALF OF PIPE. 20" AND LARGER PIPE - TAPE 13 PLACED ON BOTH SIDES OF TOP HALF OF PIPE WITH A THIRD STRIP CENTERED ALONG TOP HALF OF PIP MMA wllN IFI rrw, r••I'1rl rr" Y r•nI," PAPER BACKED ADHESIVE VINYL TAPE (TYPICAL) �L ". ..,.�.... r.r.".,I,. 1" 0 INCHES IMPREGNATED LETTERING SHALL BE USED. THE TAPE SH U� FROM JOINT TO JOINT ALONG THE LENGTH OF THE PIPE. LL R RECLAIMED WATER MAINS WITH IDENTIFICATION TAPF NTS PIPE IDENTIFICATION (RECLAIMED WATER) CITY OF SANFORD 1999 FIG: 109 CAUTION MODIFICATION OF THESE DETAILS BY NON -CITY OF SANFORD PERSONNEL, OTHER THAN THE FILLING IN OF BLANK INFORMATION LOCATIONS, SHALL RESULT IN THE WITHDRAWAL OF THE UTILITIES DEPARTMENT'S APPROVAL OF THE SUBJECT ENGINEERING PLANS. t' AN 312001 CITY OF SANFORD UTILITY STANDARD DETAILS I DA_"1999 1 APPROVED M. CRUMPTON PE ®EM01 rnncr UAIM WYWAI r ; euro THICKNESS (INCHES) DIAMETER HEIGHT FE MATE" MANUFACTURER INCHES 48-53 54-87 5e-60 61-66 67-72 ROTES; 1, MANHOLE SHOWN IS FOR SEWER SIZE 8' THRU 24". SEE SECTION 20.4.3 OF THE MANUAL FOR MANHOLE DIAMETER FOR SEWERS LARGER THAN 24". 1 DROP CONNECTIONS ARE REQUIRED WHENEVER INVERT OF INFLUENT SEWER IS 24" OR MORE ABOVE THE INVERT OF THE MANHOLE. SEE MANHOLE CONNECTION DETAILS. 3 APPROVED CONCENTRIC CONE DESIGN MAY 8E USED AS AN ALTERNATIVE. .L EACH BENCH WALL SHALL BE A MINIMUM OF 18 INCHES LANG FROM THE WALL OF THE MANHOLE TOWARD THE CENTER. U. MANHOLES RECEIVING FORCE MAIN DISCHARGE SHALL HAVE AN INTERIOR LINER AS SPECIFIED IN SECTION 42.2.2 OF THE UTILITIES MANUAL. TYPICAL MANHOLE DETAIL CITY OF SANFORD 1999 FIG. 200B 14-30 1 4-3^1 4» 4-9/16" NIBCO 3" DWV 90' STREET ELL 16 f1 COMBINED VALVE PIT AND TANK ARRANGEMENT CITY OF SANFORD 1999 FIG. 206 • -TEE PRCAST OLE WALL n ; , t • . . r -INFLUENT SEWER (SEE NOTE 3) CONCRETE ENCASEMENT 't OF VERTICAL PIPE TCONNECTION INLET DROP PIPE . � (SEE NOTE 1) 00' BEND STANDARD DROP DETAIL PRECAST MANHOLE t'. WALL COLLAR ENCASED IN NON -SHRINK GROUT FLUSH WITH MANHOLE PVC OR DIP WALL (SEE NOTE 2) SPECIAL DETAIL FOR 24" DIAMETER PIPE AND LARGER WWHOIE '•' WALL t: BAND STEEL PVC OR DIP STAINLESS STEEL PIPE CLAMP RESILIENT CONNECTOR STANDARD PRECAST MANHOLE PIPE CONNECTION NOTES; 1. DROP PIPE AND FITTINGS SHALL BE OF EQUAL SIZE AND MATERIAL AS THE INFLUENT SEWER. 2. THE CITY MAY APP RSVE ALTERNATE WATERTIONT CONNECTION DETAILS FOR CONNECTION OF 24 DIAMETER PIPES AND LARGER. 3. AN OUTSIDE DROP CQNNECTKON SHALT BE REQUIRED FOR ALL INFLUENT WHICH HAVE AN INVERT 24 OR MORE ABOVE THE OUTFLOW PIPE INVERT, MANHOLE CONNECTION DETAILS _T CITY OF SANFORD 1999 FIG. 201 Cr o n ro t CITY OF SANFORD 2 i 0 n M PAGK�E 1999 FIG, 207 RAISED 1-1/2" LETTERS FLUSH WITH TOP OF COVER "SANITARY" OR "WATER AIR RELEASE" "SEWER AIR REI rAer "nd "CYnDU u;ATro" AS APPUCABLE ALL COVERS 'gar ".r" OR EQUAL. PLAN "CITY OF SANFORD" FOR CITY MAINTAINED FACILITIES ONLY 2 NON -PENETRATING PICK HOLES MACHINED MATING SURFACES 1-1/2" MIN. IHOLE FRAME;'USF "227" I INLET FRAME: USF "1295" OR EQUAL. ELEVATION STANDARD MANHOLE ERAME AND COVER CITY OF SANFORD 1999 FIG. 202 4" THICK 3000 PSI LIMITS OF TRACT TO BE CONCRETE SLAB DEDICATED TO CITY OF SANFORD TO WITHIN 3" OF FENCE CHAIN LINK FE CN E PER SECTION 22.3.10 RTU ANTENNA AND 48.8 OF I HE (SEEDAL OURS 304 5' * IRRIGATION SYSTEM (TYP) CONTROL PANEL I (SEE FIGURE 301) 3/4" IRRIGATION 1" WATER SERVICE METER z HOSE BIBS ' v 10WIDE W/BFP DEVICE * CONCRETE 0 z R/W 3' 6' (MIN.) 5' SIDEWALK 2 - 6' SONG ,GATE BACK OF CURB STREET LIp, b' 3/4" POTABLE WATER METER C/L — PUBLIC R/W RECLAIMED WATER MAIN * THIS DIMENSION SHALL BE EQUAL TO THE DEPTH OF THE W WET WELL. NOTES; DETAIL 1. DRIVEWAY AND APRON SHALL BE SIX (6) RICH THICK. 3000 P.S.I. CONCRETE. 2. POWER TO THE PUMP STATION SHALL BE THROUGH UNDERGROUND CONDUIT FROM SUPPLY SOURCE IN RIGHT Of WAY. 3. LANDSCAPING SHALL BE REQUIRED AROUND PERIMETER OF FENCE. 4. DEVELOPER SHALL INSTALL AN AUTOMATICALLY CONTROLLED AC POWERED SPRINKLER SYSTEM FOR LANDSCAPING. RECLAIMED WATER SHALL 8E USED WHERE AVAILABLE 6. ENGINEER SHALL PROVIDE A SCALED (1" - 20' MIN.) SITE SPECIFIC DETAIL DRAWING ON FKIIURE 302. S. THE DEVELOPER SHALL BE RESPOHSRGLE FOR ALL. UTILITY ACCOUNTS DURMIG CONSTRUCTION UNTIL PROJECT IS ACCEPTED BY THE CITY. PUMP STATION TYPICAL SITE PLAN CITY OF SANFORD 1999 FIG. 300 CAUTION MODIFICATION OF THESE DETAILS BY NON --CITY OF SANFORD PERSONNEL, OTHER THAN THE FILLING IN OF BLANK INFORMATION LOCATIONS, SHALL RESULT IN THE WITHDRAWAL OF' THE UTILITIES DEPARTMENT'S APPROVAL OF THE SUBJECT ENGINEERING PLANS. 2001 CITY OF SANFORD UTILITY STANDARD DETAILS DATE 1999 IAPPROmM. CRUMPTON PEI DET002 HYDRANT OPERATING NUT HOSE NOZZLE AS RE 'D. 24" SQUARE AND PUMPER NOZZLE 6" THICK REIN- FACING STREET FORCED CONCRETE SHEAR PAD. (SEE NOTE 2) VALVE PAD (SEE FIGURE 107) 2-�4AT9" O.C. ALL ■ ■ AROUND o COMPACTED - 6" BACKFILL M J HYDRANT Ci ANCHORING TEE SEE NOTE 3 12" MIN. 8" BEDDING ROCK 6" PIPE MECHANICAL JOINT RESILIENT SEAT GATE WITH RESTRAINERS VALVE AND BOX (Tyr.) (SEE FIGURE 400) NOTES 1. FIRE HYDRANT SHALL BE SUPPLIED WITHOUT A WEEP HOLE, OR WITH A PERMANENTLY PLUGGED WEEP HOLE. 2. THE DEVELOPER SHALL INSTALL THE SHEAR PAD RECESSED 6 INCHES BELOW THE FINISHED GRADE AND SOD THE RECESSED SECTION. 3. CLEARANCE BETWEEN BOTTOM OF BOLTS AND TOP OF SHEAR PAD SHALL BE A 12 INCH MINIMUM. 4. FIRE HYDRANTS SHALL BE MUELLER A-423, AMERICAN DARLING B-84, KENNEDY K81A OR CLOW MEDALLION F-2545. 5. FIRE HYDRANTS SHALL BE IDENTIFIED IN ACCORDANCE WITH SECTION 52.7.5 OF THE UTILITIES MANUAL. 5. CONTRACTOR SHALL PROVIDE THE THE CITY WITH HYDRANT WRENCHES AND VALVE KEYS IN ACCORDANCE WITH SECTIONS 52.4 AND 52.7.3 OF THE UTILITIES MANUAL. FIRE HYDRANI A33EMBLY DETAIL CITY OF SANFORD 1999 FIG. 402 Am" or UTRFTY EASUNUIT ONOCKTIC AM -1 FINISHED GRADE 2" GATE VALVE - 2" 90' BEND RESTRAINED JOINT DUCTILE IRON WATER MAIN I OAR . YALYE � IILI�I at S1RAIN�1 PIPE AND FFMNOS OR 6'0' MN. - $ (KE NIECES e -to) AND FITTINGS ESt1LABIED WATa• NOT REQUIRED WHERE RECLAIMED YC ERN. Yr INK . ATER IS UTILIZED) Ir SPOOL P[DE UNION ry UNION TO BE FLUSH WITH lo' tr 1Nr Ir DOUBLE MU OR MDUM FINISHED GRADE. FwaED '1' ro NnrAn ASSMAKY AS ISQUIN10 MY - THE CITY :- PwoRrD JorIT I 4W. t....s-_NOTE: 12" TO 30" Taut ELTWEa PB'[ 4N10.SAICTANY D.S. R Y. R[SNJENT SEAT VALVES .,AND CONCRICTE SLAB + CURBABOVE 4" TO 8" (p KOVSIED) GRADE FINISHED -7 110' RAl1EED BEND - RODE CIl I.L►. RNSR 4 tONCRM Sue Wim fr 'i y1N NO. 6 x E. W10.x WIG f1' MAS, METER WK hall CURB STOP Ie6111ED 611AOE BI• R VALVE SO` W mm (S REWIRED)) lb XNV10E -^---• MUST COLLAR M MOO= TO Ir W MM OR MIRRANSM AWVpTALLE PRE TO VALVE AS REOUNKD BIR'FOIt STANOSe0' Dow COLIC i3 NY THE cm lei ElO E04iDTALLY TOTALLY ' RESSAS REWRKtI ALS 1. ALL PIPE AND FITTINGS. MATERILABOR. AND APPURTENAHW B SMALL K SUPPLIED 8Y THE CONTRACTOR. L ALL PIPE AHD ►rtTMNGs T1RKL ((3) INCIES AND LARGER SHALL K - RESTRANRD JOINT DUCTN.E BION PRE. AIM OR" JOINTS SMALL K FACTORY-FWWED. & TINES (3) " METEIdS AND AIM SIAL K ABOVE OIIOUND IOtTAL,LA wITH I'Y►ASS. - 4. VALVES **ALL K CHAINED CLOSED. 6. Tw ABOVE omm mnn LINE awi K SIZED To FIRE FLAW REQU111 MIXTS. 6. ALL FIRE LOU OIALL K A WOM M OF EIGHT (6) INCHES OR AS APPROVED BY THE FRE DEPT. 7. THE ENTIRE ASMIBLY !MALL 6E PANTED SAFETY RED FOR FRK - PROiEDT10N USES AND BLACK FOR ALL OTM USES. L A OATS VALVE SMALL K INSTALLED AT THE ASILMOLY'S OONNLCTIpN PONT To THE MAIN. - I. DUAL DOME771C-FLK FLAW MASTER METERS SHALL BE THE COMPOUND TYPE . 10. DOMESTIC WATER MASTER METERS SHALL K EITHER COMPOUND - OR ALINE TURBINE TYPE AS DETERAINED FROM THE PROPOSED u1Aa IN ACCOMAI" WITH APPENDIX "D" OF THE UTILIIIC7 MANUAL DUAL DOMESTIC-FIRE/FLOW,, DQMESTI%,..MWERMASTER METER ASSEMBLY CITY OF SANFORD 1999 FIG. 501 lit 0 9 ;t ki 'APICAL COMMERCIAL RECLAIMED WATER IRRIGATION SYSTEM LAYOUT CITY OF SANFORD 1999 FIG. 506 TRAFFIC COVER WHERE REQ'D. DOUBLE METER BOX (18" x 24" MIN.) 2" 90' BEND `- TAPPED CAP NOTES: 1. ALL 2 INCH PIPE AND FITTINGS SHALL BE SCHEDULE 40 GALVANIZED STEEL OR BRASS WITH THREADED (NPT) JOINTS. USE TEFLON TAPE ON JOIN•Ts. 2. COLOR SHALL BE APPROPRIATE FOR USE. 3. WATER PLUS CORPORATION MODEL VB 2000 OR EQUAL MAY BE SUBSTITUTED AS APPROVED BY THE UTILITIES DIRECTOR. BLOWOFF VALVE DETAIL CITY OF SANFORD 1999 FIG. 403 DOUBLE SINGLE LOTS MIR.) SERVICE (TYP.) SERVICE (TYP.) - PROPERTY LINE (TYP.) WAI ER MAIN (6-1 MINIMUM) CLEANOUT 4" WATER REDUCER MAIN (MIN.) 6" FIRE FITTINGS AS HYDRANT BLY REQUIRED (TYP.) I /I (SEEASSENOTE1) RIGHT OF WAY UNE SEPARATE ER CURB BOXES WATER MAIN 2(TYP.) SIDEWALK RIGHT OF WAY LINE NOTES: 1. ANCHORING TYPE 90' BEND SHALL ONLY BE USED WHERE RIGHT- OF-WAY CONSTRUCTION WILL NOT ALLOW INSTALLATION OF A STRAIGHT ASSEMBLY. 2. LAYOUT OF RECLAIMED WATER MAINS AND SERVICES SHALL CONFORM TO THE INTENT OF THIS FIGURE, TYPICAL SERVICE L,QCATIQN QUAIL CITY OF SANFORD 1999FIG. 404 SCHEDULE 40 GALVANIZED HORIZONTAL & VERTICAL SEPARATION REQUIREMENTS PIPE AND FFMNOS OR PRESSURE VACUUM BREAKER OR SCHEDULE BO PVC PIPE REDUCED PRESSURE DEVICE AND FITTINGS ESt1LABIED WATa• NOT REQUIRED WHERE RECLAIMED IMIEt. VETT. ATER IS UTILIZED) METER BOX AND LID UNION ry UNION TO BE FLUSH WITH lo' tr 1Nr Ir FINISHED GRADE. SHUT OFF VALVE I 4W. t....s-_NOTE: 12" TO 30" 4N10.SAICTANY + CURBABOVE 4" TO 8" GRADE FINISHED -7 GRADE fr METER CURB STOP t- SERVICE LINE APPLIES ONLY IF IRRIOATTON METER HAS SEPARATE TAP TO MAIN. IN M03T CASES -+- CORP. STOP THE IRRIGATION, METER WILL BE PARALLEL TO THE HOU3E METER AND OFF OF THE -F-------- DOUBLE STRAP SADDLE SAME SERVICE CONNECTION. WATER MAIN NOTES% 1. A POSITIVE DIELECTRIC CONNECTION SMALL BE MADE BETWEEN ALL GALVANIZED AND BRASS COMPONENTS. 2. METER SHALL BE INSTALLED BETWEEN SIDEWALK AND CURB WHERE APPLICABLE, OR AT PROPERTY LINE AND IN NO CASE SHALL IT BE INSTALLED IN SIDEWALK OR OTHER PAVED AREAS. 3. USE PRIMER SUITED TO BASE MATERIALS. FINISH WITH TWO COATS OF PURPLE EXTERIOR ENAMEL 4. DEVICE SHALL BE 12 INCHES (MINIMUM) ABOVE HIGHEST OUTLET. IRRIGATION _METER PRESSURE VACUUM BREAKER OR REDUCED PRESSURE -ZONE ASSEMBLY CITY OF SANFORD 1999 FFG. 502 DISINFECTION Before being placed In service, all new wafer maim shall be chlorinated In accordance with the %someations Wow and the prooedurss outline In AWWA C--031 Standard Proo•dure for Disinfecting Water Mains". All provisions of the Florida Department of Environmental Protection permit shall be complied with. HWyyATER SYSTEM TESTING: p• pp goqfoheor�w� cpp�ng�by sllth a p•rlfrmW p�irlodofnot lhai�th�anatwoin(2) hounuroT••tinet•hGll be In duotlble tionwplpi andpAWWCA�1yMdnualeNumb•r M 2S Corin Seofb� 13, AWWA StandordgC600 for The to testln procedure shall Include tM oonflnu•d apPlicatlon of the specified pressure tM ey>item, for th two hour period, wqy of a p mp }ak rep w ly from a gont4lner suMabl• or moos r1n wo�•r loss. Tt1• mo �} of � s►loil D• d•�rmin by m url the Volume IcpiGoedrom wid aontaln•r.tou�d fhe t•et 1a11, necessary spars Iha��ie Go oQm Iisll the o0 ofor and th}} test until wtlhln the •at bit Iimtfs.Th• ooMrogto • c I fury Ishi neeg����ssarr bbor, w er pumps, gauges and all o er iFems required to oonduof t<he requ w distrlbutidn system and perform neo•saGry repalre. WATER SYSTEM TESTING AND DISINFECTION CITY OF SANFORD 1999 FIG. 507 SCHEDULE 40 GALVANIZED PIPE AND FITTINGS OR DOUBLE CHECK OR SCHEDULE BO PVC PIPE R REDUCED PRESSURE DEVICE AND FTTTINOS METER BOX AND LID MIABOVE N TO BE FLUSH WITH FINISHED GRADE. SHUT OFF VALVE CURB �4" TO 5"FINFSHE 11 GRADE rr t ETER RB STOP t- SERVICE LINE - CORP. STOP DOUBLE STRAP SADDLE WATER MAIN NOTESt 1. A POSITIVE DIELECTRIC CONNECTION SHALL BE MADE BETWEEN ALL GALVANIZED AND BRASS COMPONENTS. 2. METER SHALL BE INSTALLED BETWEEN SIDEWALK AND CURB WHERE APPLICABLE. OR AT PROPERTY LINE AND IN NO CASE SHALL R BIL INSTALLED IN SIDEWALK OR OTHER PAYED AREAS. 3. USE PRIMER SUITED TO BASE MATERIALS. FINISH WnH TWO COATS OF BLACK EXTERIOR ENAMEL DOMESTIC METER AND DOUBLE CHECK VALVE OR REDUCED PRESSURE ZONE ASSLMBLY CITY OF SANFORD __71 1999 77F71G. 503 GENERALHOTESt 1. THE TABLE REPRESENTS THE MINIMUM SEPARATION REQUIREMENTS AS QESCRIBED IN F.D.E.P. RULES OF THE FLORIDA ADMINISTRATION CODE (F.A.C.). THESE SEPARATION REQIREMENTS SHALL APPLY BETWEEN NEWLY PROPOSED UTILITY UNES AND EXISTING OR PROPOSED UTILITY LINES. •2. FOR THE PURPOSE OF THIS TABLE, RECLAIMED WATER SHALL MEAN UNRESTRICTED PUBLIC ACCESS REUSE WATER AS DEFINED BY F.A.C. 17--610. OTHER TYPES OF RECLAIMED WATER ARE CONSIDERED RAW SEWAGE AND SEPARATIONS LISTED FOR &NITARY SEWER SMALL APPLY. ?L ALL SEPARATION DISTANCES ARE FROM OUTSIDE OF PIPE TO OUTSIDE OF PIPE UNLESS OTHERW13E SPECIFIED. CRITERION PRODUCING GREATER CLEARANCE SHALL BE USED. C/C - DENOTES CENTER OF PIPE TO CENTER OF PIPE. 0/0 - DENOTES OUTSIDE OF PIPE TO OUTSIDE OF PIPE. 4. ACCEPTABLE VARIANCES: A. WHERE HORIZONTAL SEPARATION 13 NOT ATTAINABLE, DUCTILE IRON PIPE OR CONCRETE ENCASEMENT MUST BE USED FOR AT LEAST ONE Or THE PIPES. DUCTILE IRON OR CONCRETE EN- CASEMENT MUST BE USED UNTIL MINIMUM CLEARANCE IS REGAINED. B. WHERE 18 INCH VERTICAL SEPARATION 13 NOT ATTAINABLE AT CROSSINOS USE ONE FULL LENOTH Or DUCTILE IRON OR EN- CASED PIPS CENTERED AT THE POINT OF CROSSING. SPECIAL SUPPORT MAY K REQUNED. S. NO WATER PIPE SHALL PASS THROUGH OR COME IN CONTACT WITH ANY PART OF A SANITARY OR STORM WATER MANHOLE OR STRUCTURE. UTILITY MAIN SEPARATION BLOUM MEM CITY OF SANFORD 1999 FIG. 508 YORK WITH wowCONTION Y -BRANCH TIONMN•) PAINT0 wom- STOP - WL) (/R11NGV 4' Wm - LOT WA- x 3/4-) CURB ATOP y OVIIG ITOP t EA 'J Tj (M NOR 3) i 0' MAX TUBING W[ TUBING (1' MDL) - (1" YIN.) L\ LINE SINGLE METER BOX AND INDIVIDUAL MVU NOW 4 WATER ANTER UP TO 2" WATER METERS UP TO r (K GITY Or SAIWORD) (BY CITY OF &WM) SINGLE SERVICE DOUBLE SERVICE CONTINUOUS COLOR CODED 14 GAUGE CORPORATION STOP INSULATED COPPER DOUBLE CHECK 6: FITTING LOCATING WIRE VALVE (NORMALLY OPEN) LOCA TI 0 WIRE ALONG MAIN SPLICE SERVICE WIRETC MAIN WIRE WITH WATERPROOF CONNECTOR) 30• _ 4V YOKE BAR METER AWWA TYPE CURB STOP CC THREADS TYPE "K" FLEXIBLE WATER MAIN COPPER OR CTS POLYETHYLENE SADDLE TUIINO (1" MIN) NOTES: 1. ALL FITTINGS SHALL BE BRASS WITH COMPRESSION/PACK JOINT TYPE CONNECTIONS. 2. NO SERVICE UNE SHALL TERMINATE UNDER A DRIVEWAY. 3. EACH SERVICE SI(J L TERMINATE AT A CURB STOP(S) WHICH SHALL BE BURIED APPROXIMATELY 3 BELOW FINAL GRADE AND SHALL BE CLEARLY MARKED WITH A 2" x 2" x 18" STAKE WITH THE TOP PAINTED BLUE AND MARKED WITH THE NUMBER OF THE LOT(S) TO BE SERVED. 4. RECLAIMED WATER SERVICES SHALL BE PAINTED PURPLE (COPPER) OR USE PURPLE COLORED CTS POLYETHYLENE TUBING. 5. POTABLE WATER SERVICES SHALL BE PAINTED BLUE (COPPER) OR USE BLUE COLORED CTS POLYETHYLENE TUBING. WEER SERVICE CONNECTION DETAIL CITY OF SANFORD 1999 FIG. 405 2"METER DOUBLE CHECK BACKFLOW PREVENTER ASSEMBLY SCH. 40 GALVANIZED PIPE AND F1171N07 PRESSURE GAUGE PROVIDE TEMPORARY SUPPORTS AS REQUIRED. " 3/4" HOSEBIBB T12" TO 30 ABOVE W/VACUUM BREAKER 2" 3CHO. SG PVC. GRADE 2" SCMD. 80 PYC PRESSURE OAUOE DOUBLE STRAP SAWLE 2" CORP. STOP 2" OORP. STOP EXISTING a NEW WATER LINE WATER UNE -� FLOW - TIE-IN VALVE MUST BE CLOSED AND REMAIN LACKED. CITY TO PROVIDE LACKING MECHANISM. VALVE WILL BE OPERATED BY CRY PERSONNEL ONLY. NOTE: THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL MATERIALS, ASSEMBLY, AND THE INSTALLATION OF THE DEVICE. TEMPORARY, ,JUMPER CONNECTION CITY OF SANFORD 1999 FIG. 504A CAUTION MODIFICATION OF THESE DETAILS BY NON -CITY OF SANFORD PERSONNEL, OTHER THAN,THE FILLING IN OF BLANK INFORMATION LOCATIONS, SHALL RESULT IN THE WITHDRAWAL, OF THE UTILITIES DEPARTMENT'S APPROVAL OF THE SUBJECT ENGINEERING PLANS. CITY OF SANFORD UTILITY STANDARD DETAILS °A 1 ggg APPROVE M. CRUMPTON PE DET003 HORIZONTAL & VERTICAL SEPARATION REQUIREMENTS PROPOSED UTILITY FWAui MATQ ESt1LABIED WATa• 0'WA9R • .M. -1 1 ' AODEPTMLE IMIEt. VETT. MOILS. VERT. NCR¢. tat. II"M I VST. I VAIMM013 POTS r Ir lo' tr 1Nr Ir WATER- WA 4W. t....s-_NOTE: 4N10.SAICTANY GENERALHOTESt 1. THE TABLE REPRESENTS THE MINIMUM SEPARATION REQUIREMENTS AS QESCRIBED IN F.D.E.P. RULES OF THE FLORIDA ADMINISTRATION CODE (F.A.C.). THESE SEPARATION REQIREMENTS SHALL APPLY BETWEEN NEWLY PROPOSED UTILITY UNES AND EXISTING OR PROPOSED UTILITY LINES. •2. FOR THE PURPOSE OF THIS TABLE, RECLAIMED WATER SHALL MEAN UNRESTRICTED PUBLIC ACCESS REUSE WATER AS DEFINED BY F.A.C. 17--610. OTHER TYPES OF RECLAIMED WATER ARE CONSIDERED RAW SEWAGE AND SEPARATIONS LISTED FOR &NITARY SEWER SMALL APPLY. ?L ALL SEPARATION DISTANCES ARE FROM OUTSIDE OF PIPE TO OUTSIDE OF PIPE UNLESS OTHERW13E SPECIFIED. CRITERION PRODUCING GREATER CLEARANCE SHALL BE USED. C/C - DENOTES CENTER OF PIPE TO CENTER OF PIPE. 0/0 - DENOTES OUTSIDE OF PIPE TO OUTSIDE OF PIPE. 4. ACCEPTABLE VARIANCES: A. WHERE HORIZONTAL SEPARATION 13 NOT ATTAINABLE, DUCTILE IRON PIPE OR CONCRETE ENCASEMENT MUST BE USED FOR AT LEAST ONE Or THE PIPES. DUCTILE IRON OR CONCRETE EN- CASEMENT MUST BE USED UNTIL MINIMUM CLEARANCE IS REGAINED. B. WHERE 18 INCH VERTICAL SEPARATION 13 NOT ATTAINABLE AT CROSSINOS USE ONE FULL LENOTH Or DUCTILE IRON OR EN- CASED PIPS CENTERED AT THE POINT OF CROSSING. SPECIAL SUPPORT MAY K REQUNED. S. NO WATER PIPE SHALL PASS THROUGH OR COME IN CONTACT WITH ANY PART OF A SANITARY OR STORM WATER MANHOLE OR STRUCTURE. UTILITY MAIN SEPARATION BLOUM MEM CITY OF SANFORD 1999 FIG. 508 YORK WITH wowCONTION Y -BRANCH TIONMN•) PAINT0 wom- STOP - WL) (/R11NGV 4' Wm - LOT WA- x 3/4-) CURB ATOP y OVIIG ITOP t EA 'J Tj (M NOR 3) i 0' MAX TUBING W[ TUBING (1' MDL) - (1" YIN.) L\ LINE SINGLE METER BOX AND INDIVIDUAL MVU NOW 4 WATER ANTER UP TO 2" WATER METERS UP TO r (K GITY Or SAIWORD) (BY CITY OF &WM) SINGLE SERVICE DOUBLE SERVICE CONTINUOUS COLOR CODED 14 GAUGE CORPORATION STOP INSULATED COPPER DOUBLE CHECK 6: FITTING LOCATING WIRE VALVE (NORMALLY OPEN) LOCA TI 0 WIRE ALONG MAIN SPLICE SERVICE WIRETC MAIN WIRE WITH WATERPROOF CONNECTOR) 30• _ 4V YOKE BAR METER AWWA TYPE CURB STOP CC THREADS TYPE "K" FLEXIBLE WATER MAIN COPPER OR CTS POLYETHYLENE SADDLE TUIINO (1" MIN) NOTES: 1. ALL FITTINGS SHALL BE BRASS WITH COMPRESSION/PACK JOINT TYPE CONNECTIONS. 2. NO SERVICE UNE SHALL TERMINATE UNDER A DRIVEWAY. 3. EACH SERVICE SI(J L TERMINATE AT A CURB STOP(S) WHICH SHALL BE BURIED APPROXIMATELY 3 BELOW FINAL GRADE AND SHALL BE CLEARLY MARKED WITH A 2" x 2" x 18" STAKE WITH THE TOP PAINTED BLUE AND MARKED WITH THE NUMBER OF THE LOT(S) TO BE SERVED. 4. RECLAIMED WATER SERVICES SHALL BE PAINTED PURPLE (COPPER) OR USE PURPLE COLORED CTS POLYETHYLENE TUBING. 5. POTABLE WATER SERVICES SHALL BE PAINTED BLUE (COPPER) OR USE BLUE COLORED CTS POLYETHYLENE TUBING. WEER SERVICE CONNECTION DETAIL CITY OF SANFORD 1999 FIG. 405 2"METER DOUBLE CHECK BACKFLOW PREVENTER ASSEMBLY SCH. 40 GALVANIZED PIPE AND F1171N07 PRESSURE GAUGE PROVIDE TEMPORARY SUPPORTS AS REQUIRED. " 3/4" HOSEBIBB T12" TO 30 ABOVE W/VACUUM BREAKER 2" 3CHO. SG PVC. GRADE 2" SCMD. 80 PYC PRESSURE OAUOE DOUBLE STRAP SAWLE 2" CORP. STOP 2" OORP. STOP EXISTING a NEW WATER LINE WATER UNE -� FLOW - TIE-IN VALVE MUST BE CLOSED AND REMAIN LACKED. CITY TO PROVIDE LACKING MECHANISM. VALVE WILL BE OPERATED BY CRY PERSONNEL ONLY. NOTE: THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL MATERIALS, ASSEMBLY, AND THE INSTALLATION OF THE DEVICE. TEMPORARY, ,JUMPER CONNECTION CITY OF SANFORD 1999 FIG. 504A CAUTION MODIFICATION OF THESE DETAILS BY NON -CITY OF SANFORD PERSONNEL, OTHER THAN,THE FILLING IN OF BLANK INFORMATION LOCATIONS, SHALL RESULT IN THE WITHDRAWAL, OF THE UTILITIES DEPARTMENT'S APPROVAL OF THE SUBJECT ENGINEERING PLANS. CITY OF SANFORD UTILITY STANDARD DETAILS °A 1 ggg APPROVE M. CRUMPTON PE DET003 f HANGER LOCATION DETAIL i PIPE SIZE A i B` C 1" ; 3'-0" MAX. ! 17-0" MAX. 3" MIN. 1'/." 4'-0`' MAX. 12'-0" MAX. 3 MIN. 1%"-8" -5'-0" MAX. 15'-0" MAX. 3" MIN. A " ; B. = �, all C SPRINKLER HEAD (� TEMP. STEEL PIPE IEI—IF- — HANGER ` MAXIMUM HANGER SPACING FOR THREADED LIGHTWALL 1 STEEL PIPE 13 12 O; FOR ALL PIPE SIZES FINISH ESC. DAZE OF TEST: 4119101 RATED CAPACITY: €= ELEVATION 1"-2" BRANCH LINES XL HAZARD ORD.GRP Il NO. OF SPRINKLERS SELF -DRILLING, SELF - TAPPING METAL ANCHOR EQUAL TO "SAMMY" STRUCTURAL SWDR 1" W/ RET. NUT FRAMING z tz ALL -THREAD ROD 1 HANGER RING I T.O.S. 20•-0' HANGER # 12 Q6 I SIDE-STEELANCHOR n n n� STEEL AND/OR CVPC PIPING UP TO 4" DIA. HANGER LOCATION DETAIL i PIPE SIZE A i B` C 1" ; 3'-0" MAX. ! 17-0" MAX. 3" MIN. 1'/." 4'-0`' MAX. 12'-0" MAX. 3 MIN. 1%"-8" -5'-0" MAX. 15'-0" MAX. 3" MIN. A " ; B. = �, all C SPRINKLER HEAD (� TEMP. STEEL PIPE IEI—IF- — HANGER ` MAXIMUM HANGER SPACING FOR THREADED LIGHTWALL 1 STEEL PIPE 13 12 O; FOR ALL PIPE SIZES SELF -DRILLING, SELF - TAPPING METAL ANCHOR EQUAL TO "SAMMY" STRUCTURAL SWDR 1" W/ RET. NUT FRAMING z tz ALL -THREAD ROD 1 HANGER RING I T.O.S. 20•-0' HANGER # 12 Q6 I SIDE-STEELANCHOR n n n� STEEL AND/OR CVPC PIPING UP TO 4" DIA. DESIGN AREA 1,500 ft2/ .2 gpm _�— TO UNDERGROUND- SEE SHEET 1 0 FOR CONTINUATION 518" Type "X" Gyp. Brd. Crown of.SpecSeal 100 Steel Sprnk. Pipe Annulus Range: Contact Point to %" Maximum - 518" of SpecSeal 100 Sealant vil "" Crown ype "X' Gyp. Brd. 1 HOUR GYPSUM WALL U SYSTEM NUMBER N -L-1049 4" GRV. ELL 15'-0" EL. � o I 6 HEAD CAB. 4" x 8-10 C -G W/ WRENCH Y FLOW SWITCH (o ,1 120 VOLT 6" ALARM BELL 4" x 0-8 G -C NEAR RISER .co RELIABLE MODEL G �, 4" SHOTGUN VA. W/ FULL TRIM °—� VICTAULIC MODEL 708W IJFLR 4" GRV. BUTTERFLY VA. W/ T.S. 4" x 0-6 F -G SPOOL PC. 2 DRAIN TO OUTSIDE FIN.4" x4-0 CL.50 D.I. PIPE W/ FACE OF UNIFLG. @ 12" AFF 4" M.J. ELL 4" CLASS 50 D.I. PIPE RISER DETAIL N.T.S. Is I I i i li F V GLOBE VA III H in 1" x 1-6 T -T GALV. 1" GALV. ELBOW SMOOTH BORE CORROSION \ RESISTANT OUTLET GIVING \ FLOW EQUIVALENT TO ONE — SPRINKLER INSPECTOR'S TEST DETAIL N.T.S. DESIGN NOTES 1) SYSTEM DESIGNED PER NFPA 13-1996 AND LOCAL AUTHORITY REQUIREMENTS USING AN ORDINARY HAZARD GRP.II OCCUPANCY FOR AN ELECTRIC SUPPLY DISTRIBUTION WARHOUSE WITH NO STORAGE ABOVE 12FT W/ A.2 DENSITY FOR THE MOST REMOTE 1500 SQ. FT. W/ 130 MAX. SQ. FT. SPACING 2) ALL WORK & MATERIALS TO BE IN ACCORDANCE WITH NFPA 13 & LOCAL CODES 3) ALL GRV. FITTINGS & COUPS. TO BE VICTAULIC FIRELOCK. 4) PIPE LENGTHS NOTED FROM CENTER TO CENTER, U.N.O. i 5) HANG AI -I. PIPING USINQ # 12 HANGERS SPACED IN A(;CORDANQE WITH NFPA 13 6) HEADS TO BE INSTALLED UNIFORMLY, BUT NOT CENTER OF TILE I 7) ALL SPRINKLER PIPING TO BE COORDINATED W/ OTHER TRADES PRIOR TO INSTALLATION I 8) ALL WIRING. ALARMS. AND CENTRAL STATION MONITORING BY OTHERS FIR E WIGINTON REVIEWS —— ---- — _ INITIALS DATE STATUS ] q TOTAL SYSTEM AREA 12,250 ft2 SUBMITTAL FAB & INSTALL SCALE 118"=V4r AS-BUILTS OVERHEAD PIPING PLAN WATER SUPPLY ABBREVIATIONS I MATERIALS DESIGN CRITERIA HYDRAULICALLY DESIGNED SYSTEM I TYPES OF SPRINKLERS FLOW TEST FIRE PUMP { SIZE =CENTERLINE LOCATION TYPE SYSTEM NO. i LOCATION DESIGN AREA SYMBOLS QUAN. ORIF. TEMP. MAKE & MODEL TYPE FINISH ESC. DAZE OF TEST: 4119101 RATED CAPACITY: €= ELEVATION 1"-2" BRANCH LINES XL HAZARD ORD.GRP Il NO. OF SPRINKLERS 13 # 23 112" �� r1�1 • SSP 0 101MME W%—m RATED PRESSURE: TOS = TOP OF STEEL 4" RISER & MAINS SCH. 7 SPACING 130 fY DENSITY 2 O 99 DESIGN AREA 1,500 ft2/ .2 gpm _�— TO UNDERGROUND- SEE SHEET 1 0 FOR CONTINUATION 518" Type "X" Gyp. Brd. Crown of.SpecSeal 100 Steel Sprnk. Pipe Annulus Range: Contact Point to %" Maximum - 518" of SpecSeal 100 Sealant vil "" Crown ype "X' Gyp. Brd. 1 HOUR GYPSUM WALL U SYSTEM NUMBER N -L-1049 4" GRV. ELL 15'-0" EL. � o I 6 HEAD CAB. 4" x 8-10 C -G W/ WRENCH Y FLOW SWITCH (o ,1 120 VOLT 6" ALARM BELL 4" x 0-8 G -C NEAR RISER .co RELIABLE MODEL G �, 4" SHOTGUN VA. W/ FULL TRIM °—� VICTAULIC MODEL 708W IJFLR 4" GRV. BUTTERFLY VA. W/ T.S. 4" x 0-6 F -G SPOOL PC. 2 DRAIN TO OUTSIDE FIN.4" x4-0 CL.50 D.I. PIPE W/ FACE OF UNIFLG. @ 12" AFF 4" M.J. ELL 4" CLASS 50 D.I. PIPE RISER DETAIL N.T.S. Is I I i i li F V GLOBE VA III H in 1" x 1-6 T -T GALV. 1" GALV. ELBOW SMOOTH BORE CORROSION \ RESISTANT OUTLET GIVING \ FLOW EQUIVALENT TO ONE — SPRINKLER INSPECTOR'S TEST DETAIL N.T.S. DESIGN NOTES 1) SYSTEM DESIGNED PER NFPA 13-1996 AND LOCAL AUTHORITY REQUIREMENTS USING AN ORDINARY HAZARD GRP.II OCCUPANCY FOR AN ELECTRIC SUPPLY DISTRIBUTION WARHOUSE WITH NO STORAGE ABOVE 12FT W/ A.2 DENSITY FOR THE MOST REMOTE 1500 SQ. FT. W/ 130 MAX. SQ. FT. SPACING 2) ALL WORK & MATERIALS TO BE IN ACCORDANCE WITH NFPA 13 & LOCAL CODES 3) ALL GRV. FITTINGS & COUPS. TO BE VICTAULIC FIRELOCK. 4) PIPE LENGTHS NOTED FROM CENTER TO CENTER, U.N.O. i 5) HANG AI -I. PIPING USINQ # 12 HANGERS SPACED IN A(;CORDANQE WITH NFPA 13 6) HEADS TO BE INSTALLED UNIFORMLY, BUT NOT CENTER OF TILE I 7) ALL SPRINKLER PIPING TO BE COORDINATED W/ OTHER TRADES PRIOR TO INSTALLATION I 8) ALL WIRING. ALARMS. AND CENTRAL STATION MONITORING BY OTHERS FIR E WIGINTON REVIEWS —— ---- — _ INITIALS DATE STATUS ] q TOTAL SYSTEM AREA 12,250 ft2 SUBMITTAL FAB & INSTALL SCALE 118"=V4r AS-BUILTS OVERHEAD PIPING PLAN WATER SUPPLY ABBREVIATIONS I MATERIALS DESIGN CRITERIA HYDRAULICALLY DESIGNED SYSTEM I TYPES OF SPRINKLERS FLOW TEST FIRE PUMP { SIZE =CENTERLINE LOCATION TYPE SYSTEM NO. i LOCATION DESIGN AREA SYMBOLS QUAN. ORIF. TEMP. MAKE & MODEL TYPE FINISH ESC. DAZE OF TEST: 4119101 RATED CAPACITY: €= ELEVATION 1"-2" BRANCH LINES XL HAZARD ORD.GRP Il NO. OF SPRINKLERS 13 # 23 112" 1 155' REL F1 SSP CHROME REG. TIME OF TEST: 12:00 PM RATED PRESSURE: TOS = TOP OF STEEL 4" RISER & MAINS SCH. 7 SPACING 130 fY DENSITY 2 O 99 112" 212' REL F1 SSU BRASS NLA STATIC PRESSURE: 60 PUMP TYPE: G = GROOVED PIPE END 1"-2" RISER NIPPLES AND DROPS SCH. 40 K FACTOR 8 DESIGN AREA 1,500 ft: RESIDUAL PRESSURE: 42 WELL PUMP T = THREADED PIPE END INSIDE HOSE 0 GPM DISCHARGE 601.49 GALLONS FLOWING: i08U GPM AVAILABLE: NIA F =FLANGED PIPE END ALL GRV. COUPS. & FITTINGS FIRELOCK OUTSIDE HOSE 250 RESIDUAL PSI AT CITY CONNECTION 48.313 TESTED BY: SANFORD F.D. PSI AVAILABLE: N/A C -C = CENTER TO CENTER RACK GPM 0 " 122 HEADS THIS SHEET KEY PLAN NO. DATE REVISION DESCRIPTION BY 0 4120101 RELEASE FOR SUBMITTALS JEL '19 , tcmp- � �' � ELE�� C SUPPLY AA, -&A. W FIRE PROTECTION 2913 S. ORLANDO DRIVE ENGINEERING, INC. SANFORD FLORIDA 32773 Tdo DRAWN BY: JEL DATE: 4120101 Florida Certification of Authorization #7977 SPRKS. ON JOB: 122 SCALE: 118" = 1'-0" Orlando, Florida Tampa, Florida � `7� Palm Beach, F:ocida (407) 831-3414 Office (813) 623-23330ffice (561) 540-4420 Office APPROVALS: CITY OF SANFORD (407) 831-5740 Fax (813) 620-0333 Fax (561) 540-0490 Fax - Ej Jacksonville, Florida Miami, Florida Melbourne, Florida CUSTOMER NAME: GRAY DEVELOPMENT COMPANY, INC. (SO4) 2676107 Office (05) 888 24-02 Office (321) 722-85 Office (904) 262-x108 Fax (305) 8833804 Fax (321) 7224775 Fax CONTRACT NO, 012024 SHEET NO. 2 OF 2 � / I LOCATION UNDERGROUND MAINS SPIGOT PIECES 1 I— SPIGOT DETAIL N.T.S. I, il FLOW TEST DATE OF TEST: 4119101 TIME OF TEST: 12:00 PM STATIC PRESSURE; 60 RESIDUAL PRESSURE: 42 GALLONS FLOWING: 1060 + FIRE PUMP { = CENTERLINE SIZE RATED CAPACITY: K= ELEVATION 4" RATED PRESSURE: TOS = TOP OF STEEL 4" , PUMP TYPE: G = GROOVED PIPE END WELL PUMP T = THREADED PIPE END GPM AVAILABLE: NIA F = FLANGED PIPE END PSI AVAILABLE: NIA i C -C =CENTER TO CENTER LOCATION UNDERGROUND MAINS SPIGOT PIECES I :+ Ff iIru TYPE SYSTEM NO. PVC DR14 HAZARD D.I. SPACING K FACTOR i INSIDE HOSE OUTSIDE ROSE i Cmui HYDRI ULICALLY DESIGNED SYSTEM LOCATION SYMBOLS NO. OF SPRINKLERS DENSITY DESIGN AREA ' GPM DISCHARGE I RESIDUAL PSI AT CITY f---- CONNECTION - TYPES OF SPRINKLERS QUAN. ORIF. TEMP. MAKE & MODEL TYPE FINISH ESC. TESTED BY: SANFORD F.D. RACK GPM UNDERGROUND PLAN KEY PLAN NO. DATE ! REVISION DESCRIPTION BY, 0 4120101 RELEASE FOR SUBMITTALS JEL CITY ELECTRIC SUPPLY AL w t 0 n6 9 FIRE PROTECTION 2913 S. ORLANDO DRIVE ENGINEERING, INC. SANFORD FLORIDA 32773 Ttj Fbrida Certification of Authorization #7977 DRAWN BY: JEL DATE: 4120101 Offarrlo,Fkarida ❑Tampa. Florida West Pa;mBeach, Florida SPRKS.ONJOB: 122 SCALE: 1"=40'-0" (407) 831-3414 Office (813) 623.2333 Office (561) 540-4420 Office (407) 831-5740 Fax (813) 620-=3 Fax(set) 540-4490 Fax APPROVALS: CITY OF SANFORD { Jacks..Aa-Florida Marro, Florida ❑ Melbourne, Florida CUSTOMER NAME: GRAY DEVELOPMENT COMPANY, INC. (904) 2�2-6107 office (305) 888-2402 Office (321) 722-5585 Office I 4--- - - (904) 262-5108 Fax (305) 888-3804 Fax (321) 771-4775 Fax I -- - -- - . - - - - - - - City 0i ;:�;�inl•�l -i OD7 d. ;rl•,:icti;.l ".`•1�;.., t; .:' Cts^;;� n d. :',QTS FL.i Ft T(fEg`r PLAN,SA ORD RUILOINC DEPT• A r ACCCONEpTEo FOR r,�_ REVIEWED ro cRA?IT, q P ANIS O CONDIT10NA LLY C,A W OnIE AND NOT �.rC6NREltrO �UEU Sr IALL @E / •/� CEL ALT„m as AUT yR°rsso w PERMI� ISROVIs`IC)N,' OF 7 fl' OR S r ORI 'iU rIOL ITH 5 AT �FI7 hLOF p� ECf IhJiCAL t.UDE.41y OF THE D FR A Rl4I-r i• NOR SHALL <,^ m ZION °f. O^" r'II E,4Fr pRC,'ENT •r�r �' b �R OTFIES lO�.gcl ^IV ThE p ac 51�CNC q ILDING CORREC. rH� OESCONS' rkUCTION - d 1.. SCALE: 1/8" =1'—O" SEE MANUF. DRAWINGS FOR ff:)-5 v EW FWWM 5"CONC SLAB W/ 6X6-10/10 1 F1PA r --P. D FOOTING 0 END WALL COL 2'-00 TYPICAL FOUNDATION @ END WALL COL DETAIL 3/4 V, E E= LE3' 00 1 SOIL BEARINGS HAVE NOT BEEN TAKEN ASSUME 2000 PSF SOIL BEARING NOTIFY ARCHITECT IN WRITING IF CONDITIONS ARE DIFFERENT. OWNER IS RESPONSIBLE FOR ANY ADDITIONAL SOIL/STRUCTURAL ENGINEERING AS WARRANTED BY CODE 5" CONC SLAB (3000 PSI MIN.) MIN. W/ 6X6 10.10 WWM ON 6 MIL V.B. (JOINTS TAPED) ON TERMITE TREATED, WELL COMPACTED SOIL (95% MODIFIED PROCTOR) AT OPTIMUM MOISTURE CONTENT ALTERNATE: SUBSTITUTE FIBERMESH INSTEAD OF WWM IN SLAB. ALL DEBRIS TO BE REMOVED FOR A MINIMUM OF '16' DISTANCE ALL ALONG .SLAB PERIMETER AS WELL AS UNDER THE SLAB. 10 9 11 SN" VIP CONSTRUCTION BY: GRAY DEVELOPMENT LAKE MARY FLORIDA PO BOX 951768 321-4729 FAX 324-8822 This structure Is designed to meet or exceed 100 MPH wind load raqmnts. per SBC 1606 1997 ed. All door -3 & windows to be manufactured to withstand 100 MPH Winds & shall have certification by the appropriate authority. Windows to have R—.30 labol attached at factory 0 2 ' 5 10 20' GRAPHIC SCALE 9 2001 Robert Hambrick, Architect. 011-09-01 PRELIM C. CLIENT CONTACT' BEN DOYAL 407-328-1200 DRAW�X I CHECKED DATE 2/25/0 1 FILE JOB NO. SHT A I 25V0'-011 0,-0„ - 13 -6 II, 13'-6„ f•� star (5) (.0 RACKS BY 42'RACKS OWNER h(gh mount high mount ------------------ ._wXhoust fan 36" exhaust fan 36" R , .. d 4)` 12'X 12' OVERHEAD - f RACKS' BY OWNER SHADED AREA INDICATES, 12' WALL R 0FINISH NOTE ,; 9,--4"OP N0. 2 He CES LOGO LAID a .SLOT BD-- ` 4 N�OMiNAL STEEL Q STUD MIN 25 GUAGE IN FLOOR TILE I LETTERING APPROX a 00 tN/ /2 GWE3 w W/R— i INSUL � HIGH— 6 WIDE I 1 - 14- 6 SLOT BD ' I: cr 1Fr11 11 I I I R SALES I I M 0j 5' VINYL STRIP 1 KIOSK --1 L _ _ NOTi PROVIDE X 8' OPENING L WATER LINE Cf) FOR COFFEE RETAIL SALES MAKER DF 6" OPENING PLAM , (NO CASING) SLOT BD SERVICE SINK TO BE x DAR f--- SERVICE SIN* --FIBERGLASS W/ LEGS 20 GAL "WH INCLUDE DELTA FAUCET ICE A HINE CJ 24" 24," I SEE GENERAL C7 TOILT1� A NOTE$ I " 1 � ASI SALESMEN I' MANAGER I I L:• Q C%..: 14'-5 f 1.0,-5,' 29_8.: _,,, -0„ � OFFICE _ JGER MAMA < . roILET z 12x12 1 75'-0" 30'-0" HB SPACE "B" 2100 SQ FT ONE- HOUR. DEMISING WALL 30'-0" 5'-8" SiNGLE LAYER 5/8" THICK . GWR EA SIDE W/ GWB METAL STUDS TO U/S DECK PER UL 419 -- SPACE 2100;SQ Fr STUD AND DOOR GWB W STOREFRONT 5 12X12 Q A Q � , HI1 II 'HB DOOR 7'--4" 12-5 11,_8 SPRINKLER STANDPIPE NDPPE W/ STOF EFRONT DOUR INFORMATION 62'-2" 7, 0» 12' 0" 1 4 0 0,9 8, 099 09, 120 IC Jr 36"X80"X 1 3/4" FLUSH, SOLID GORE DOOR�[`� al PAINT GRADE W/ PAINT GRADE JAMBS _AND � CASES ' GENERAL NOTES SCALE 1/8"=1'—O"WIN TOILET C." PAC E 1/2" w 1'-09, 17'-0" SPACE 00D99 2100 SQ F'I' -----ONE HOUR ONEHOUR DEMISING WALL:: DEMISING' WALL 51-800 f 5,-8„ NOTE: 'POTABLE NOTE: POTABLE WATER SUPPLIED BY 1 WATER .SUPPLIED BY i BOTTLED WATER a BOTTLED WATER cA I 14'-0" v� 4" NOMINAL STEEL STUDS .MIN ,25 OUAGE. STUD AND W/ 1 /2" owe GWB W/R----11 INSUL DOOR DOOR W/ ST REFRON W/ STOREFRONT a 12X12 ® a 93--4" 12,..,,0" 9'-4,9 FINISH NOTES 1. FLOORS: VCT FLOOR TILE THROUGHOUT CONDITIONED SPACE EXPOSED CONCRETE FLOORS IN WAREHOUSE AREA CLEAR SEAL EXPOSED CONCRETE -STEEL TROWEL "FIN, 2. WALLS: INTERIOR PARTITION WALLS TO BE METAL, $TUD 'FRAMED W/ PAINTED 1/2" GWB. NON AIR. CONDITIONED SIDE TO BE 1/2" (A -C) PLYWOOD --NOTPAINTED 3. BASE: AIR CONDITIONED SPACE- 4" VINYL MINIMUM 08" THICK - USE MATCHING END STOPS AND CORNERS. INSTALL: WITH ADHESIVE. r 4. PAINT; ONE COAT 'PRIMER AND TWO COATS LATE X(FLAT), TO ALL INTERIOR PARTITION (GWB) WALLS, ' APPLY'; EPDXY QR . ENAMEL COATING TO ALL TOILET WALLS. DOORS '`AND. FRAMES TO 'RECEIVE TWO COATS 4F SEMI --GLOSS. ' 101 8'-29, 4" NOMINAL STEEL STUDS MIN 25 GUAGE W/ 1/2- GWB W/R-1 1 INSUL '12X12 (@ 29_00, BUILDING DATA: SSQUARE FOOTAGE = 12,250 SQ FT SPRINKLERED PRE-ENGINEERED METAL BLDNG RETAIL/WAREHOUSE ..r. »lyra, s. i t r.-.,., 4;/` ,ar;4';t v ,�d .. 1:; :;Y`�."Af,I ,.i^cr rwc;'. a r ..UL 419 6$6 FIRE RESISTANCE DIRECTORY'(B)(RH) FIRE RESISTANCE RATINGS -'ANSI/1.11.263 (BXUV)_'Continued Design No. U419 Non Bearing Wail RatingsT-I, 2, 3 or 4 Hr (See Items 3 & 4) For Number of Layers 4 and Hourly Ratings See !tour 4 1. Floor and Ceiling Runners—(Not shown)—Channel shaped, fabricated from min 25 MSG corrosion -protected steel, min Width to accommodate stud size, with min 1 in. long legs, attached to floor and ceiling with " fasteners 24 in. OC max. 2. Steel Studs—Channel shaped, fabricated from min 25 MSG corrosion - protected steel, min width as indicated under Item 4, min 1-1/4 in, Ranges and 1/4 in. return, spaced a max of 24 in, OC. Studs to be cut 3/8 to 3/4 in. less than assembly height. 3. Batts and Blankets'—(Required as indicated under Item 4).--Minerat wool balls, friction fitted between studs and runners. Min nom thickness as indicated under Item 4. See Batts and Blankets (BKNV or BZJZ) Categories for names of Classified companies. 4A. Batts and Blankets'--(Optional)—Ptaced in stud cavities, any glass fiber or nrinerat wool insulation beatingthe UL Classification Marking as to Surface Burning Characteristics arid/or Fire Resistance. See Batts and Blankets (8KNV or BZJZ) Categories for names of Classified companies, 4. Wallboard, Gypsum'—Gypsum poneis with beveled,. Square or tapered edges, applied vertically or horiiontatly. Vertical joints centered over studs and staggered one stud cavity on opposite sides of studs. Vertical pints in adjacent layers (multilayer systems) staggered one stud cavity. lorituntal edge joints and horiiontal butt joints on opposite sides of studs staggered a min of 12 in. Horizontal edge joints and horitontal butt joints in adjacent layers (multilayer systems) staggered a min of t2 in. The thickness and number of layers for the 1 fir, 2 trr, 3 hr and 4 hr ratings are o follows: Wallboard Protection on Each Side of'Wall No. Of Layers gin Thickness Min Stud And Thickness Of Insulation Rating Depth Of Panels (lteln 38) 1 3-1/2 1 (ager, 5/8 in. thick Optional 1 2-1/2 1 layer, 1/2 in. thick I-1/2 in.. 2 1-5/8 2 layers, 1/2 in. thick Optional 2 1-5/8 2 layers, 5/8 in. thick Optional 2 3-1/2 1 layer, 3/4 in, thick 3 in, 3 1-5/8 3 layers, 1/2 in. thick Optional 3 1-5/8 2 layers, 3/4 in. thick Optional 4 1-5/8 4 layers, 1/2 in, thick Optional 4 2-1/4 2 layers, 3/4 in. thick 2 in. Canadian Gypsum Co. -1/2 in. thick Type C, WRC or IP -X2;'5'/8 in. thick Type SCX, SHX, WRX, IP -Xi, AR, C, WRC or IP -X2; 3/4 in, thick UURACODE or type -IP-X3 United States Gypsum Co,—i/2 in, thick Type C, WRC or IP42; 5/8 in, thick Type SCX, SHX, WRX, IP -X1, AR, C, WRC or IP -X2; 3/4 in, thick ULTRACODE or type IP -X3 Yeso Panamericano SA de CV -1/2 in. thick Type C, WRC or IP42; 5/8 in. thick Type SCX, SHX, WRX, IP -X1, AR, C, WRC or IP -X2; 3/4 in. thick ULTRACODE or type IP -X3. 5. Fasteners—(Not shown)—Type S or S-12 self -drilling, self -tapping steel screws used to attach panels to studs(Item 2) or furring channets'(Item 6). Single layer systems: I in. long for 1/2 and 5/8 in. thick panels. or 1-1/4 in. long for 3/4 in. thick piinels, spaced 8 in. OC when panels are applied horizontally, or 12 in. OC when panels are applied vertically, Two layer systems: First layer- I in. tong for 1/2 and 5/8 in. thick panels or 1;1/4 in. long for 3/4 in. thick panels, spaced 16 in. OC. Second layer - 1.5/8 in, long for 1/2 fir. thick panels or 2-1/4 in. tong for 3/4 fn. thick paoets, spaced 16 in. OC with screws offset 8 in. from first layer, Three -layer systems: First layer- 1 in. long for 1/2 in. thick pallets, spaced 24 in. OC. Second layer- 1.5/8 in. long for 1/2 in. thick panels, spaced 24 in. OC. Third layer- 2-1/4 in. tong for 1/2 in. thick pallets, spaced 12 in. OC. Screws offset min 6 in. from layer below. Four -layer systems: First layer- 1 in. lona for 1/2 in. thick panels, spaced 24 in. OC. . Second layer- 1-5/8 in. long or 1/2 in. thick panels, spaced 24 in. OC. �IRE'RESISTAKE RATINGS - ANSI/UL263 (MV)—Continued Tliitd layer- 2=1/4 in. long for 1/2 in. thick panels, spaced .24 in. OC: Fourth layer- 2-5/8 /8 in. tong for. 1/2 in. thick panels, spaced 12 in. OC. Screws ofset min 6 in, from Layer,betow. 6: Furring Channels ---(Optional, not shown, for single or double layer! systerns)—Reif lent furring channels fabricated from min 25 MSG corrosion -protected steel, spaced vertically a max of 24 iii, OC. Flange ' portion attached to each intersecting stud with 1/2 ill. long Type 5,12 pinhead steel screws. �. Joint Tape and Compound ---Vinyl or casein, dry or premixed joint, compound applied in two coats to joints and screw heads of outer layers, i?dper tape, nom 2 in. wide, embedded in first Layer of compound over all Ohm of outer panels. 8, Sidilrg, Brick or Stucco—(Optional, not shown) -•-Aluminum, vinyl or steel siu-'ng, brick veneer or stucco, meeting the requirements of local 'node age.uies, installed over gypsum panels. Brick veneer attached to ' 'studs wit!) corrugated uietat wall ties attached to each stud with steel i screws, vtt more than each sixth course of brick. 9:' Caulking and Sealants' --(Optional, not shown) A bead of acoustical l sealant apatied a o.urid the partition perimeter fur sound :ontrot. United States Gypsum Co,—Type AS 'Bearing the UL Classification Marking .0 DOW INFORMATION 1. SALESMEN SPACE TO HAVE - 2 Q;: " „ „ 36 X84 X 1., 3/4 HOLL OW''METAL DOOR PRIME (D 3' X 3' FIXED GLASS WINDOW 26" WIDE PLASTIC, LAM TABLETOP PRELIM PAINTED W/ 16 GAUGE,`STEEL FRAMES,,` 0 80" AFF HD HGHT W/ 3 EACH ADJUSTABLE ALL EXTERIOR DOORS TO RECEIVE DEADBOLT LOCKSETS . ,x/5/01 P/L. SHELVES ABOVE SINGLE CYLINDERS REVISED 2. ALLOW FOR .4 HOSEBIBS u PAIR •36"X84"' STOREFRONT DOORS TEMPERED GLASS' .. 48" W X 60" ALUM WINDOW H HOR1Z. SLIDE W/ HALF r: U n NARROW STILE SlNG,E ACTING FRAMES USING 'HOOK ` BOLT SCREEN w 1 „ / 2 FIXED TRANSOM 3 DOOR HARDWARE ON ACCESSIBLE',LOCK N U L C7 ON CYLINDERS, FLUSM ,BOLTS, � POOR , HANDLES, MNT 0 8' AFF � ROU fE SHALL" BE LEVER TYPE OR EQUAL SURFACE. CLOSERS,: THRESHOLD AND °:WEATHER STr*PPING. AND SHALL COMPLY WITH FACDC 4.13.9. STOREFRONT DiIENSION„ 11'x8'w/ TEMPERED GLASS HORI2 BEN ROYAL 407-328-1200 v� AR , AT 24'!," AFF 3' X 3' FiXED GLASS WiNDOW u, . 12'W 'X :12'H 'ROLL UP,. -,METAL DOOR .W/ CHAIN .'HOIST`, OPERATOR " . 80" AF 0F HD HGHT ;. ANODIZED ALUM FRAME W4 36 XS , LM AU DOQR ,,WITH STOREFRONT - o GLASS, GLASS. SYSTEM 'DQOR ,W/ SIDELIGHT ,OVERALL., ` . c, DIMFNSiQN: 6'` ! ALL GLASS, SAFETY GLASS s ,. , u Q4 c. v w Cy a_ �`�.'1 y��; l ri TOILET C." PAC E 1/2" w 1'-09, 17'-0" SPACE 00D99 2100 SQ F'I' -----ONE HOUR ONEHOUR DEMISING WALL:: DEMISING' WALL 51-800 f 5,-8„ NOTE: 'POTABLE NOTE: POTABLE WATER SUPPLIED BY 1 WATER .SUPPLIED BY i BOTTLED WATER a BOTTLED WATER cA I 14'-0" v� 4" NOMINAL STEEL STUDS .MIN ,25 OUAGE. STUD AND W/ 1 /2" owe GWB W/R----11 INSUL DOOR DOOR W/ ST REFRON W/ STOREFRONT a 12X12 ® a 93--4" 12,..,,0" 9'-4,9 FINISH NOTES 1. FLOORS: VCT FLOOR TILE THROUGHOUT CONDITIONED SPACE EXPOSED CONCRETE FLOORS IN WAREHOUSE AREA CLEAR SEAL EXPOSED CONCRETE -STEEL TROWEL "FIN, 2. WALLS: INTERIOR PARTITION WALLS TO BE METAL, $TUD 'FRAMED W/ PAINTED 1/2" GWB. NON AIR. CONDITIONED SIDE TO BE 1/2" (A -C) PLYWOOD --NOTPAINTED 3. BASE: AIR CONDITIONED SPACE- 4" VINYL MINIMUM 08" THICK - USE MATCHING END STOPS AND CORNERS. INSTALL: WITH ADHESIVE. r 4. PAINT; ONE COAT 'PRIMER AND TWO COATS LATE X(FLAT), TO ALL INTERIOR PARTITION (GWB) WALLS, ' APPLY'; EPDXY QR . ENAMEL COATING TO ALL TOILET WALLS. DOORS '`AND. FRAMES TO 'RECEIVE TWO COATS 4F SEMI --GLOSS. ' 101 8'-29, 4" NOMINAL STEEL STUDS MIN 25 GUAGE W/ 1/2- GWB W/R-1 1 INSUL '12X12 (@ 29_00, BUILDING DATA: SSQUARE FOOTAGE = 12,250 SQ FT SPRINKLERED PRE-ENGINEERED METAL BLDNG RETAIL/WAREHOUSE ..r. »lyra, s. i t r.-.,., 4;/` ,ar;4';t v ,�d .. 1:; :;Y`�."Af,I ,.i^cr rwc;'. a r ..UL 419 6$6 FIRE RESISTANCE DIRECTORY'(B)(RH) FIRE RESISTANCE RATINGS -'ANSI/1.11.263 (BXUV)_'Continued Design No. U419 Non Bearing Wail RatingsT-I, 2, 3 or 4 Hr (See Items 3 & 4) For Number of Layers 4 and Hourly Ratings See !tour 4 1. Floor and Ceiling Runners—(Not shown)—Channel shaped, fabricated from min 25 MSG corrosion -protected steel, min Width to accommodate stud size, with min 1 in. long legs, attached to floor and ceiling with " fasteners 24 in. OC max. 2. Steel Studs—Channel shaped, fabricated from min 25 MSG corrosion - protected steel, min width as indicated under Item 4, min 1-1/4 in, Ranges and 1/4 in. return, spaced a max of 24 in, OC. Studs to be cut 3/8 to 3/4 in. less than assembly height. 3. Batts and Blankets'—(Required as indicated under Item 4).--Minerat wool balls, friction fitted between studs and runners. Min nom thickness as indicated under Item 4. See Batts and Blankets (BKNV or BZJZ) Categories for names of Classified companies. 4A. Batts and Blankets'--(Optional)—Ptaced in stud cavities, any glass fiber or nrinerat wool insulation beatingthe UL Classification Marking as to Surface Burning Characteristics arid/or Fire Resistance. See Batts and Blankets (8KNV or BZJZ) Categories for names of Classified companies, 4. Wallboard, Gypsum'—Gypsum poneis with beveled,. Square or tapered edges, applied vertically or horiiontatly. Vertical joints centered over studs and staggered one stud cavity on opposite sides of studs. Vertical pints in adjacent layers (multilayer systems) staggered one stud cavity. lorituntal edge joints and horiiontal butt joints on opposite sides of studs staggered a min of 12 in. Horizontal edge joints and horitontal butt joints in adjacent layers (multilayer systems) staggered a min of t2 in. The thickness and number of layers for the 1 fir, 2 trr, 3 hr and 4 hr ratings are o follows: Wallboard Protection on Each Side of'Wall No. Of Layers gin Thickness Min Stud And Thickness Of Insulation Rating Depth Of Panels (lteln 38) 1 3-1/2 1 (ager, 5/8 in. thick Optional 1 2-1/2 1 layer, 1/2 in. thick I-1/2 in.. 2 1-5/8 2 layers, 1/2 in. thick Optional 2 1-5/8 2 layers, 5/8 in. thick Optional 2 3-1/2 1 layer, 3/4 in, thick 3 in, 3 1-5/8 3 layers, 1/2 in. thick Optional 3 1-5/8 2 layers, 3/4 in. thick Optional 4 1-5/8 4 layers, 1/2 in, thick Optional 4 2-1/4 2 layers, 3/4 in. thick 2 in. Canadian Gypsum Co. -1/2 in. thick Type C, WRC or IP -X2;'5'/8 in. thick Type SCX, SHX, WRX, IP -Xi, AR, C, WRC or IP -X2; 3/4 in, thick UURACODE or type -IP-X3 United States Gypsum Co,—i/2 in, thick Type C, WRC or IP42; 5/8 in, thick Type SCX, SHX, WRX, IP -X1, AR, C, WRC or IP -X2; 3/4 in, thick ULTRACODE or type IP -X3 Yeso Panamericano SA de CV -1/2 in. thick Type C, WRC or IP42; 5/8 in. thick Type SCX, SHX, WRX, IP -X1, AR, C, WRC or IP -X2; 3/4 in. thick ULTRACODE or type IP -X3. 5. Fasteners—(Not shown)—Type S or S-12 self -drilling, self -tapping steel screws used to attach panels to studs(Item 2) or furring channets'(Item 6). Single layer systems: I in. long for 1/2 and 5/8 in. thick panels. or 1-1/4 in. long for 3/4 in. thick piinels, spaced 8 in. OC when panels are applied horizontally, or 12 in. OC when panels are applied vertically, Two layer systems: First layer- I in. tong for 1/2 and 5/8 in. thick panels or 1;1/4 in. long for 3/4 in. thick panels, spaced 16 in. OC. Second layer - 1.5/8 in, long for 1/2 fir. thick panels or 2-1/4 in. tong for 3/4 fn. thick paoets, spaced 16 in. OC with screws offset 8 in. from first layer, Three -layer systems: First layer- 1 in. long for 1/2 in. thick pallets, spaced 24 in. OC. Second layer- 1.5/8 in. long for 1/2 in. thick panels, spaced 24 in. OC. Third layer- 2-1/4 in. tong for 1/2 in. thick pallets, spaced 12 in. OC. Screws offset min 6 in. from layer below. Four -layer systems: First layer- 1 in. lona for 1/2 in. thick panels, spaced 24 in. OC. . Second layer- 1-5/8 in. long or 1/2 in. thick panels, spaced 24 in. OC. �IRE'RESISTAKE RATINGS - ANSI/UL263 (MV)—Continued Tliitd layer- 2=1/4 in. long for 1/2 in. thick panels, spaced .24 in. OC: Fourth layer- 2-5/8 /8 in. tong for. 1/2 in. thick panels, spaced 12 in. OC. Screws ofset min 6 in, from Layer,betow. 6: Furring Channels ---(Optional, not shown, for single or double layer! systerns)—Reif lent furring channels fabricated from min 25 MSG corrosion -protected steel, spaced vertically a max of 24 iii, OC. Flange ' portion attached to each intersecting stud with 1/2 ill. long Type 5,12 pinhead steel screws. �. Joint Tape and Compound ---Vinyl or casein, dry or premixed joint, compound applied in two coats to joints and screw heads of outer layers, i?dper tape, nom 2 in. wide, embedded in first Layer of compound over all Ohm of outer panels. 8, Sidilrg, Brick or Stucco—(Optional, not shown) -•-Aluminum, vinyl or steel siu-'ng, brick veneer or stucco, meeting the requirements of local 'node age.uies, installed over gypsum panels. Brick veneer attached to ' 'studs wit!) corrugated uietat wall ties attached to each stud with steel i screws, vtt more than each sixth course of brick. 9:' Caulking and Sealants' --(Optional, not shown) A bead of acoustical l sealant apatied a o.urid the partition perimeter fur sound :ontrot. United States Gypsum Co,—Type AS 'Bearing the UL Classification Marking .0 01-09-01 N PRELIM S V ,x/5/01 0' : REVISED u r: U n I N U L C7 V' C S i CLIENT CONTACT BEN ROYAL 407-328-1200 v� u, N o c, s u Q4 c. v w Cy a_ �`�.'1 y��; l ri r �> .g c, q, a) rCti. C CID c0`•..�./ ll LJ LIJ v cr o s_ t; 1 y J EMAIL=RAHAD®AOL.COM y FAX (407)644-1063 0 U 0 AR6776 t c„ to Cil 00 LsJ ' Fes- til V ! 00W�W V) �,. r . O w � > 1s LL, 111 I f Ly LTJ Z ' 100 # c c 'r . 20 os s o w AMl' MLO 42 iR Ul I /2 P1iA B I I V DOWNLIGHT FIXTURE �I 150 AWN" 300RCU1'1' i2,On0& 3 Pf1ASE a WUIE , L' U a 3/5/01 . , �•ao AMl? t�c1� .'. 20 cIRCU1T iz0/z08 3 P1iA5R a W1ItE , ..': I A/C 2ri 30. . SPACE" , 2 3 CONDENSER , ' I 1 MOUNT UNIT . DF,> ON 2X6 JOTS S ABOVE- TOILET °1 'your .- -- HVAC: 4.0 TON CAPACITYHEAT sTRIP 10 KW 30P-00 GFI s I SPACE "B" SPACE "C" " 2100 SO FT 2100 SO FT Om 1 4'--0" 1. 0 SPACE "D" 2100 30 FT TYPICAL HVAC: 1 TON CAPACITY HEAT STRIP 10 KW(VERIFY) SEER: 10 (MIN) LEGEND 2 x 4 FLUORESCENT TYPICAL 2x2 SUPPLY DIFUSER LAY—IN TYPICAL 2x2 RETURN AIR GRILLE LAY—IN TYPICAL 10x6 SUPPLY GRILLE CEILING MOUNTED TYPICAL EXHAUST FAN CEILING MOUNTED _j TYPICAL ROOF JACK L_� \� TYPICAL FLEX DUCT WITH SPIN—IN DAMPER TYPICAL RIGID DUCT ELECTRICAL LEGEND ELECTRICAL DISTRIBUTION PANEL G EXHAUST FAN -- DAM PlwR tw-ArA1.1l i tit "ttri , CFM .2000 AND 15,000 CFM FIRESTAT IF0 CFM . V LESS THAN0 0 F CUT SER ,ANG RETURN, AIR AREA - F EGR TH UPITTO � HA V, E AN . AUTOMATIC SHUTDOWN , `PANEL'A' CITY ELECTRIC 100 # c c 'r . 20 os s o w AMl' MLO 42 iR Ul I /2 P1iA B HOUS'EPAA L V DOWNLIGHT FIXTURE t wY WATERPROOF OUTLET 150 AWN" 300RCU1'1' i2,On0& 3 Pf1ASE a WUIE , L' U a 3/5/01 . , �•ao AMl? t�c1� .'. 20 cIRCU1T iz0/z08 3 P1iA5R a W1ItE , ..': I A/C 2ri 30. . SPACE" , 2 3 CONDENSER , • ". 1/20 - WAMOUSE LTS 4 S AIR 2/60 1/20 WAREHOUSE LTS 6 7 1LAN[?LF,It VAPOR PROOF DOWNLIGHT FIXTURE I /2,01 WAREHOUSE LTS 8 9' s 2 l 4 1/ 2o WAREHOUSE LTS l 1 I FAN 1/20 :WARE?HOUSE 9.6C 12 13 WAREHOUSE ;2 ,/a0 ,1 120 WAREHOUSE,RRC 14 1 S ' PAN : '' 0210 20 SALES CN'1'it, LTS s 16 17 ICE MACIIAVE 1/20 1/20 SALES CNTR I.,tS ' 14 19 !3UIW1NG SIGN 1/20 1/20 SALES CNTR LTS 20 21 00IC,E 1.1G)IfS ; 1/2O' 4/20 SALES CNTR LTS 22 23 OFFICE REC . ' °' ` 1,/ 10 1/20 SALES CNI'R R9C 24 2 3 OFF1C C . � 1tE: 1 20 ! 1 20 / SALES A AREA REC 2 b 27 RR LTS & FANS 1/90 I / 20: SALES AREA REC 28 2' 9 �' LE �N[IT 1 / 0 2 Y O ER,FIEAD R 1 30 3,! • ^ 21 32 33 : 2z PHASE A; 4175Vq/34.8zAMPS ;, FLUORESCENT FIXTURE 74 35 =3 , Ur 2".SPARB CQNDUrrFOR FtIrUlts Sre 36 37 ' , .P B'' 64 $ VA 133,98 kiASL' , 7 AMPS , .:. , , :. �. , .; , , -: 3$ 1A ` 26 2s 40 41 TELEVISION 29 , 41 PANEL SUITE B' 150 Alvei' MLO 'aa CIRCUTr 129n08 3 PHAS,E a w1RE HOUS'EPAA L V DOWNLIGHT FIXTURE t wY WATERPROOF OUTLET 150 AWN" 300RCU1'1' i2,On0& 3 Pf1ASE a WUIE , L' U a 3/5/01 . , �•ao AMl? t�c1� .'. 20 cIRCU1T iz0/z08 3 P1iA5R a W1ItE , ..': 1 A/C 2/20 tt., orM `-':., SPACE 2 3 CONDENSER - • ". 1/20 WAREHOUSE LTS . 4 S AIR 2/40 1/20 WAREFit1USE REC b 7 HANDLER VAPOR PROOF DOWNLIGHT FIXTURE 1 / 20 WA 160SE REC 8 9 1 / 20 1/20 OFFICE -LIGHTS 1 11 1 % 20 OFFICE REC 12 13 WAREHOUSE REC WAR E;IIQUSE REC b $ 5` `1 1/20, BLpG LTS b � 7 .. 1 / 20 .. ExT Dawe I,'T8 8 ��}�,BRACKET LIGHT FIXTURE f� 14 I S 9 1. % 0 2 ib 17 9 1120 fl}CI' BLDG 1•TS 1 I8 1 9 / ! 20 o1cERC, 1 2 20 21 �y� TELEPHONE 13 � 22 23 14 13 14 24 25 �s 17 2 3 CONDUI S 26 27 .Is 16 17 18 �--� U FLUORESCENT STRIP QQ INTERCOM 28 29 - A H �N D IR. LE �N[IT 20 30 PtIASE A: 4720 VA / 39.33 AMPS PHASE A: 4720 VA / 39J3 33,Z3 ,33 AMPS s. Zr4ZS' , GROUND FAULT O UT L T TRACK LIGHTING FIXTURE [&0F E PHASE 8: 394Q VA / 33.25: AMPS >: • PHASE B: 3990 VA'/ AMPS. %-` .: . P : 487 V L'C 0 A/40. 58 AWS S YHASE C: : 4079 YA / 40 �8 AMP S, EMERGENCY BATTERY PACK HOLLYWOODLLYWO D LIGHTS T S p��� 1 ELECTRICAL METER LO W /VOLTAGE LIGHT . P1iAS1; A: 13,12,5 VA / 126.09 AMPS. , UNIT TO ,SEC IN PAN vy PHASE 13,." 12,975 VA/105.13AWS .., .:_ DISCONNECT E ILLUMINATED EXIT SIGN OVERFLOW SWITCHPHASE C: 14,750 VAI 122.92 AMPS X 10" wIREWAY W/ BATTERY BACKUP , to , , ' p SCONCE Y a , • • 4 RE ' MOUSE SU1TE C . SUITE B Ft�run­_ 1`1'.':,�n­ EMAIL= surrEA '! - » SUIfE� C1TY.Zs1-EG. : 2x6 016 OC ` MIN ,a >3 PLY PLATFORM A UiSGONNECT PANE SU `c' HOUS'EPAA L V DOWNLIGHT FIXTURE t wY WATERPROOF OUTLET 150 AWN" 300RCU1'1' i2,On0& 3 Pf1ASE a WUIE , L' U a 3/5/01 . , �•ao AMl? t�c1� .'. 20 cIRCU1T iz0/z08 3 P1iA5R a W1ItE , ..': ADJUSTABLE DOWNLIGHT FIXTURE i W I'TC OUTLET j� /2 S HED 0 LET '. tt., orM `-':., walAw, I%SIA�r `. - liJl�l::: .. {' • ". :. .. L., rctai Ai,r I +UJAW , ; C*KWr7ce".- U 'L u 2 1 rI• A!C 2 / 20 SPACR 2 L1F1:STAT1q, /40 Spp,Cl, • . `. 2 VAPOR PROOF DOWNLIGHT FIXTURE �1 220V OUTLET COND131,15ER : 1 / 20 ,WAREiIiOUS•E I,,TS 4 3 1130 POLE LIGHT. 4 S AIR . HANDLER 2 / 40; 1 / 20, 1120 WAREHOUSE REC WAR E;IIQUSE REC b $ 5` `1 1/20, BLpG LTS b � 7 .. 1 / 20 .. ExT Dawe I,'T8 8 ��}�,BRACKET LIGHT FIXTURE f� o FLOOR OUTLET 9 1. % 0 2 0 kh1CF LJGHI'S 1 9 1120 fl}CI' BLDG 1•TS 1 11 / ! 20 o1cERC, 1 2 li 12 f—Q--J THEATRICAL LIGHT STRIP FIXTURE �y� TELEPHONE 13 � 14 13 14 �s 17 2 3 CONDUI S �. 1,6 1a .Is 16 17 18 �--� U FLUORESCENT STRIP QQ INTERCOM 19 W/ 350 - A H �N D IR. LE �N[IT 20 19 20 2 CONDUIT w/ a &(016,0R61 . To S r U • ^ 21 2z PHASE A; 4175Vq/34.8zAMPS ;, FLUORESCENT FIXTURE AUTOMATIC GARAGE DOOR OPENER =3 , Ur 2".SPARB CQNDUrrFOR FtIrUlts Sre # 24 ' , .P B'' 64 $ VA 133,98 kiASL' , 7 AMPS , .:. , , :. �. , .; , , -: .S: 27 26 2s ,, ,, 1'l1A.S8 C: 4178 VA / 34.82 AMPS , . , <� FLOOD LIGHTS L H TELEVISION 29 , 30 r PtIASE A: 4720 VA / 39.33 AMPS PHASE A: 4720 VA / 39J3 33,Z3 ,33 AMPS s. Zr4ZS' , GROUND FAULT O UT L T TRACK LIGHTING FIXTURE [&0F E PHASE 8: 394Q VA / 33.25: AMPS >: • PHASE B: 3990 VA'/ AMPS. %-` .: . P : 487 V L'C 0 A/40. 58 AWS S YHASE C: : 4079 YA / 40 �8 AMP S, EMERGENCY BATTERY PACK HOLLYWOODLLYWO D LIGHTS T S p��� 1 ELECTRICAL METER LO W /VOLTAGE LIGHT . P1iAS1; A: 13,12,5 VA / 126.09 AMPS. , UNIT TO ,SEC IN PAN vy PHASE 13,." 12,975 VA/105.13AWS .., .:_ DISCONNECT E ILLUMINATED EXIT SIGN OVERFLOW SWITCHPHASE C: 14,750 VAI 122.92 AMPS X 10" wIREWAY W/ BATTERY BACKUP , to , , ' p SCONCE Y a , • • 4 RE ' MOUSE SU1TE C . SUITE B Ft�run­_ 1`1'.':,�n­ EMAIL= surrEA '! - » SUIfE� C1TY.Zs1-EG. : 2x6 016 OC ` MIN ,a >3 PLY PLATFORM A UiSGONNECT 3 11, 5 / 0 1 This structure Is designed to rnaet or exceed 100 MPH wind load ra ruts. per SBC 1606 1997 ad. All doors & windows to be manufactured to withstand 100 MPH winds & shall have certification by the appropriate authority. Windows to have R—.30 label attached at factory 0 2 5' 10 _20, GRA IC SCALE c 2001 R4bart H brick Architect. revisions r 0 t. U1-09--01 ` PRELIM U - - P _ , 4f V 1238.90 L' U a 3/5/01 REVISED • , 0 .�� L7 U 'L u 2 r 2" CONDUrr 14 � 3 & () o Surma c dt 1 M6 TO S GRU UT1'8. � , 2 3 CONDUI S �. W/ 350 - A H �N D IR. LE �N[IT r'li' f� i„ 2 CONDUIT w/ a &(016,0R61 . To S r U • ^ L, f NTS , Ur 2".SPARB CQNDUrrFOR FtIrUlts Sre , , ,. 2/ 0 'U 'RC1. .:. , , :. �. , .; , , -: �•:•, "s . " O G N NUC P T O F' V ,:E , r -,.. is , ,• rl , 3 11, 5 / 0 1 This structure Is designed to rnaet or exceed 100 MPH wind load ra ruts. per SBC 1606 1997 ad. All doors & windows to be manufactured to withstand 100 MPH winds & shall have certification by the appropriate authority. Windows to have R—.30 label attached at factory 0 2 5' 10 _20, GRA IC SCALE c 2001 R4bart H brick Architect. revisions r 0 t. U1-09--01 ` PRELIM U L' U a 3/5/01 REVISED 0 v c F L7 U 'L u 2 C)jar- CLIENT CONTACT # 0 BEN DOYAL 407-328-1200 V) U f". 0 S 0 Ua �i _j �w CL C CLU V v V� vi co LL! Lij .r, ' RAHAD®AOL.COM rl� °1 FAX (407)644--1 O63 'L U U �U 1) AR6776 o z V) 00 c)' 1.x..1 1`• i--- V4 3 V! 00 1 V) �) e r. I v Lj a ) C Q U .VL V . ® o CL CL L 0 - i_ U 1 �o VI i' II) 00 rt N Ll ti ,{/ Y U N U 7 U 6 24 %. 07 1 � T', %\�10 T��� 1E ` I OF 1 electric meter (5) ____ r l f 9 i I I I i I l I i I I I I I I i I I I I I I i 4 SALESMEN I i �I I -- I I L -------------- PLYWOOD _. _. _. _...—;:....... PLYWOOD ON THIS WALL FACE PAR TIAL PLAN — PLYWOOD ON THIS WALL FACE 5' VINYL STRIP OPENING DF ICE MACHINE Lconopy soffit lights /��1;� j //T� f`// - 1'or�7� FIXTURE LEGEND MARK MANUF TYPE REMARKS 1.. TAMLITE HB 40OMHQAC HIGH BAY REVISED 2. TAMLITE TLT4432ELW 4 LIGHT TROFFER T8 3. TAMLITE TLT4432ELW 4 LIGHT TROFFER T8 SILVER PARACUBE LENS 4.. TAMCO ICF -206 5. TAMLITE WP3MHQ250 METAL HALIDE—WALL PACK 6.. TAMCO R1 EMERGENCY 7.. TAMCO XTE„,,,,2RWEM EXIT 8.. TAMCO TM--192R—CL DOWNLIGHT SURFACE MOUNT 2X4 FLUORESCENT FIXTURE EXHAUST FAN PER SMC 503.3 LAVATORIES, TOILETS, BATHROOMS RESTROOMS (2 CU FT /MIN) SURFACE MOUNT 2X4 FLUORESCENT FIXTURE OFFICE/RE TA IL R­�EVVSFE-M SCALE; 1/8" :1'-0" CONSTRUCTION BY: GRAY DEVELOPMENT LAKE MARY FLORIDA PO BOX 951768 321-4729 FAX 324-8822 WOUNUMMMOMMM This structure is designed to most or exceed 100 MPH wind toad regmnts. per SBC 1606 1997 ed. All doors & windows to be manufactured to withstand 100 MPH winds & shall have certification by the appropriate authority. Windows to have R—.30 label attached at factory 0 2 5 10 20' GRAPHIC SCALE 2001 Robert Hambrick, Architect • • revisions a T 01-09-W01 SCALE; 1/8" :1'-0" CONSTRUCTION BY: GRAY DEVELOPMENT LAKE MARY FLORIDA PO BOX 951768 321-4729 FAX 324-8822 WOUNUMMMOMMM This structure is designed to most or exceed 100 MPH wind toad regmnts. per SBC 1606 1997 ed. All doors & windows to be manufactured to withstand 100 MPH winds & shall have certification by the appropriate authority. Windows to have R—.30 label attached at factory 0 2 5 10 20' GRAPHIC SCALE 2001 Robert Hambrick, Architect • • revisions a 01-09-W01 PRELIM 03/5/01 REVISED 0 0 CLIENT CONTACT # BEN DOYAL 407-328-1200 O C) CL U CY) W _.J C\? W C) EMAIL=RAHAD®AOL.COM FAX (407)644--1063 z i11 AR 7776 rn V (COMM �4 , , 00 ~M wo �A U lyD cn WW a I QO > U ��� UU d� YY W� Q '`t VI a m� U 0e Z� � Q IQ toZ 00 Q I Q DRAWN CHECKED DATE 2/25/01 FILE JOB N0. SHT A4 OF 2 VINYL BACK INSULATION 5" CONC SLAB -Ell V W I U BOLLARD 12 -----------2 GUTTER DS LIGHT LIGHT 1 6' OVERHANG GALVALUME SIDING BY METAL BLDNG 14'-6" CLEARANCE— MANUFACTURER II) 20' EAN/E HEIGHT (;UT­1ER AND DS PER MANUF REQUIREMENTS 12 2 4P-6" SQUARE_ TYP WALL SECT70N A I' BENT 1/2';;--1'-0' CONSTRUCTION BY: GRAY DEVELOPMENT LAKE MARY FLORIDA PO BOX 951768 321-4729 FAX 324-8822 This structure Is designed to meet or exceed 100 MPH wind load reqrnnts. per SBC 1606 1997 ad. All doors & windows to be manufactured to withstand 100 MPH winds & shall have certification Windows to have R—.30 label attached at 0 2001 Robert Humbrick, Architect. revisions V0.0 01-09-01 PRELIM iU 0 3/5/01 i. (AHD CHANGE 0. 8 O 3: 1j v CLIENT CONTACT # BEN DOYAL 407-328-1200 ra ch 0 _j (z) CL (Z) r. Ur Uj C. tj Ld Lli �`�fAX (407)644-1063 ARF6776 7 Y z Lr) M 00 04 00 W W Lj 0 Ce Lr) z 01) C\I <( 441 c? C4g) �� y, W 41 2�fr at li Liam CHECKED DATE 2/25/01 FILE r 0 JOB NO. SHT rl rim 2 VINYL BACK INSULATION 5" CONC SLAB -Ell V W I U BOLLARD 12 -----------2 GUTTER DS LIGHT LIGHT 1 6' OVERHANG GALVALUME SIDING BY METAL BLDNG 14'-6" CLEARANCE— MANUFACTURER II) 20' EAN/E HEIGHT (;UT­1ER AND DS PER MANUF REQUIREMENTS 12 2 4P-6" SQUARE_ TYP WALL SECT70N A I' BENT 1/2';;--1'-0' CONSTRUCTION BY: GRAY DEVELOPMENT LAKE MARY FLORIDA PO BOX 951768 321-4729 FAX 324-8822 This structure Is designed to meet or exceed 100 MPH wind load reqrnnts. per SBC 1606 1997 ad. All doors & windows to be manufactured to withstand 100 MPH winds & shall have certification Windows to have R—.30 label attached at 0 2001 Robert Humbrick, Architect. revisions V0.0 01-09-01 PRELIM iU 0 3/5/01 i. (AHD CHANGE 0. 8 O 3: 1j v CLIENT CONTACT # BEN DOYAL 407-328-1200 ra ch 0 _j (z) CL (Z) r. Ur Uj C. tj Ld Lli �`�fAX (407)644-1063 ARF6776 7 Y z Lr) M 00 04 00 W W Lj 0 Ce Lr) z 01) C\I <( 441 c? C4g) �� y, W 41 2�fr at li Liam CHECKED DATE 2/25/01 FILE r 0 JOB NO. SHT rl ANChIOR 0 4" OG MAX TYPICALPARTITION WA'LL I - 3U" } FREE I STANDING/ ® 1 BUILT IN 4� 1 DF L_ _._J TO MAIL F_ IF GREATER THAN 15" THEN "D' = 60" NOTE: IF ONE DRINKING FOUNTAIN IS PROVIDED ON EACH FLOOR, THERE SHALL BE AN ACCESSIBLE FOUNTAIN TO PEOPLE WHO ' USE WHEELCHAIR AND TO THOSE WHO HAVE DIFFICULTY BENDING OR STOOPING,. THIS CAN BE ACCOMODATED BY A "HI --LO" TYPE...... OR ONE WHEELCHAIR "ACCESSIBLE FOUNTAIN AND ONE WATER COOLER ON AN ACCESSIBLE ROUTE PER FACBC 4.1.3.(10) OCTOBER 1997 Ed. SPOUT TO HAVE WATER FLOW OF A LEAST 4" HIGH 17-19' AND A TRAJECTORY THAT IS PARALLEL W/ FRONT OF FOUNTAIN FACBC 4.15.3 pp 80 R � Oj (Y) U� CONTROLS PER FACBC 4.27.4 HANDICAP DRINKING 1P0 (/lVTAIN 1/4 ,#= 1 #-0## MIN 1_7' CLEAR FLOOR 3" VTR LAV -` 1 " CW SUPPLY l-- COLD WATER T&P RELIEF OWATER VALVESHUT—OFF VALVE WALL ___. `� UNION I ELECTRI C 1" RELIEF WATER HEATER CAP PIPING W/4•6 ELBOW L�lDRAIN PAN & BUG SCREEN 1" DRAIN WATER HEATER INTERIOR INSTALLATION I SPACE I s 4'-03) —19" MAX 1. 1 I/2" DIA. GRAS BAR W/ 1 1/2" MIN. OF SPACE BETWEEN WALL & GRAB DAR 36" MIN. MIRROR 2. GRAB BAR SHALL NOT ROTATE IN FITTINGS. 12'° MIN 12" MIN TOILET 17 ^ _ .# PAPER 3. GRAB BAR TO WITHSTAND FORCE OF MIN. ;~ ' 250 lbs. IN SHEAR, BENDING & TENSILE LEVER 36" LANG STRESS CONDITIONS. =� GRAB BAR 4. MOUNTING HEIGHT OF GRAB RAIL ul t,5 _� SHALL BE 33" 1/2" TO TOP OF BAR M ry ;`'1- .. r 5. OPERATING MECHANISM FOR TOILET H ..... ..... ...... I tSHALL 8E ON THE WIDESIDE OF THE REMOVABLE APRON ASSUME, FLR MNTD v# MIN. KNEE CLEARANCE MAX. TOE CLEARANCE I TOILET: 30" DEPTH i TOILET AREAS. (FACBC 4.16.0 -HANDICAP, AC""S IBL 7`0ILET ACCESSIBLE SIN DETAIL' OCTOBER 97 1/4 /� "Y1'-- " rs "_r #�-1�_0 N x. 1/ JI L vTR LAV WC k CO- �'v�1 ,jowl "HINE LAV JR11C /lel �..../Ic 2001 Robert Hambrick, Architect. ���;I ' revisions i °t CCONTACT # IA BEN DOYAL 407-3213-1200 L U N iU 10" 14" L r. - � ca ADJUSTABLE SHELVES , w 0 TYP to i s U� Ls n ALL INTERIOR TO BE PAINTED WHITE L -#, TOE• KICK ('TYP) 4" } 0— KIOSK TYPICAL: SECTION 9# » '1 2>rgo# #�U» 2#-9" L^Wr C7 --------------- cl. r11— 7 4' DISPLAY GLASS ( (.o (� PLAM COUNTERTQp I CO ._...._.. .� __.. — Ld LLJ {n I I - --- _.- ALLOW FOR F; 3 ELECTRIC i I I SERVICE POINTS ' H I a' I 01 ` ' / CA•. I 10 SK PLA hN 112" 1, A, ,. =a Nam I - 3U" } FREE I STANDING/ ® 1 BUILT IN 4� 1 DF L_ _._J TO MAIL F_ IF GREATER THAN 15" THEN "D' = 60" NOTE: IF ONE DRINKING FOUNTAIN IS PROVIDED ON EACH FLOOR, THERE SHALL BE AN ACCESSIBLE FOUNTAIN TO PEOPLE WHO ' USE WHEELCHAIR AND TO THOSE WHO HAVE DIFFICULTY BENDING OR STOOPING,. THIS CAN BE ACCOMODATED BY A "HI --LO" TYPE...... OR ONE WHEELCHAIR "ACCESSIBLE FOUNTAIN AND ONE WATER COOLER ON AN ACCESSIBLE ROUTE PER FACBC 4.1.3.(10) OCTOBER 1997 Ed. SPOUT TO HAVE WATER FLOW OF A LEAST 4" HIGH 17-19' AND A TRAJECTORY THAT IS PARALLEL W/ FRONT OF FOUNTAIN FACBC 4.15.3 pp 80 R � Oj (Y) U� CONTROLS PER FACBC 4.27.4 HANDICAP DRINKING 1P0 (/lVTAIN 1/4 ,#= 1 #-0## MIN 1_7' CLEAR FLOOR 3" VTR LAV -` 1 " CW SUPPLY l-- COLD WATER T&P RELIEF OWATER VALVESHUT—OFF VALVE WALL ___. `� UNION I ELECTRI C 1" RELIEF WATER HEATER CAP PIPING W/4•6 ELBOW L�lDRAIN PAN & BUG SCREEN 1" DRAIN WATER HEATER INTERIOR INSTALLATION I SPACE I s 4'-03) —19" MAX 1. 1 I/2" DIA. GRAS BAR W/ 1 1/2" MIN. OF SPACE BETWEEN WALL & GRAB DAR 36" MIN. MIRROR 2. GRAB BAR SHALL NOT ROTATE IN FITTINGS. 12'° MIN 12" MIN TOILET 17 ^ _ .# PAPER 3. GRAB BAR TO WITHSTAND FORCE OF MIN. ;~ ' 250 lbs. IN SHEAR, BENDING & TENSILE LEVER 36" LANG STRESS CONDITIONS. =� GRAB BAR 4. MOUNTING HEIGHT OF GRAB RAIL ul t,5 _� SHALL BE 33" 1/2" TO TOP OF BAR M ry ;`'1- .. r 5. OPERATING MECHANISM FOR TOILET H ..... ..... ...... I tSHALL 8E ON THE WIDESIDE OF THE REMOVABLE APRON ASSUME, FLR MNTD v# MIN. KNEE CLEARANCE MAX. TOE CLEARANCE I TOILET: 30" DEPTH i TOILET AREAS. (FACBC 4.16.0 -HANDICAP, AC""S IBL 7`0ILET ACCESSIBLE SIN DETAIL' OCTOBER 97 1/4 /� "Y1'-- " rs "_r #�-1�_0 N x. 1/ JI L vTR LAV WC k CO- �'v�1 ,jowl "HINE LAV JR11C /lel �..../Ic 2001 Robert Hambrick, Architect. ���;I ' revisions i °t CCONTACT # IA BEN DOYAL 407-3213-1200 L U N iU L r. ij 0 �1 s U� Ls n v L Chu y 0— V) '1 �" •L��1. L^Wr C7 J1 (t cl. CO " t.� Ld LLJ EMAIL =RAHAD®AOL.COM ' FAX (407)644--1063 AR6776 LO 0 00 E w rJ f IV/ 11 % 1 wV✓ W W �/ Cj Q w .�0 i I LO mug Z� Z •� � N v r t ® OF "FINISi-16D FLOOR E'LLEVATIONS), Must Meet city codes nor finished r Provide engineerin 110or / slab elevations elevations approved by city g dept. for subdivision elevations to prevent flooding EMuz'.')T ME -4'r" ----r FLORIDA ACCESS )18, ILITY CODES" MUST MEET FLOR--- ENERGY CoDS 0� IDA E SANFORD BUILDING DEPT. THESE PLANS ARE REVIEWED AND CONDITIONALLY ACCEPTED FOR PERMIT. A PERMIT ISSUED SHALL 8E CONSTRUED TO eE A LICENSE TO PROCEED WITH 'rHE WORK AND NOT AS AUTHORITY TO VIOLATE, CANCEL. ALTER, OR SET ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT THE BUILDING DEPT FROM THEREAFTER REQUIRING A CORREC- TION OF ERRORS ON THE PLANS, CONSTRUCTION OR O'T'HER VIOLIVT-IONq OF 7-Wr-- City of Sanford Model Godes in effect: Standard Building Code *1997 ed. Standard Plumbing Code 1997 ed. Standard Mechanical Cock) 1997 eld. Nafional Electrical CfAq 1995 kid. See City Cade AMENDMENTS FL. Accessibility CcdoG 1997 FL. Energy Code -1997 m ........ ...... m