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3767 Orlando Dr - BC03-001914 (TROPICAL CORNERS) (NEW CAR WASH) (A)PERMIT ADDRESS CON"T'RAC"T'OR ADDRESS �0 PHONE NUMBER 4 6-1 - e3 ` 9 - WZ PROPERTY O WNER 1 �.P ADDRESS F—u � M0 PHONE NUMBER 7Z. (o (o �' ZCl ELECTRICAL CONTRACTOR MECHANICAL CONTRACTOR PLUMBING CONTRACTOR MISCELLANEOUS CONTRACTOR PERMIT NUMBER MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE FEE SUBDIVISION PERMIT # 0 73 ^ 1 cI 1 '-� DATE LZ ' PERMIT DESCRIPTION PERMIT VALUATION � , (�;�i ()()o SQUARE FOOTAGE ?H 15 W This structure has been designed in accordance with the requirements of the Florida Building Code 2001, Chapter 16, Structural Loads. The following wind load requirements, in accordance with Section 1606, were employed in the design of the structure: Basic Wind Speed: 110 MPH (3 -Second Gust Wind Speed) Building Category: I Importance Factor: 0.87 Wind Exposure: B Internal Pressure Coefficient: N/A Design Pressure for Components & Cladding: -23.1 PSF 0 DNIALPRWjjR4ft'1" NO, 106A-1BX2401?1e J a TI b 3U� 3 Jl� ram T �, J 'm WATXMM PRWTFAST NO. I86A46X2401975 DEMOLITION NOTES:- CONTRACTOR SHALL ASSURE THAT ALL APPROPRIATE AND REQUIRED PERMITS ARE IN HAND AND DISPLAYED ON THE SITE AS REQUIRED BY REGULATORY AGENCIES PRIOR TO PROCEEDING WITH DEMOLITION. CONTRACTOR SHALL ASSURE THAT THE OWNER HAS ISSUED A NOTICE TO PROCEED PRIOR TO COMMENCEMENT. 2. CONTRACTOR SHALL FIELD VERIFY ALL UTILITIES PRIOR TO COMMENCEMENT OF DEMOLITION. 3. CONTRACTOR SHALL PROTECT THE EDGE OF ALL REMAINING PAVEMENT AND HARDSCAPE. DO NOT HAUL OVER UNPROTECTED PAVEMENT OR SAWCUT EDGES. d. FILL- AND COMPACT ALL DEPRESSIONS AND REMOVAL TRENCHES. COMPACT TO 95% MODIFIED PROCTOR UNDER PROPOSED BUILDINGS AND PAVEMENT. COMPACT TO 95% OF MAXIMUM DENSITY FOR ASTM D-1557. 5. CONTRACTOR SHALL_ LEAVE SITE FREE OF F TOLLS, I-IAZARDS, IMPOUNDMENTS AND DEBRIS UPON COMPLETION. EROSION CONTROL NOTES: TO AVOID POTENTIAL ENVIRONMENTAL PROBLEMS ASSOCIATED WITH THE SITE PREPARATION THE FOLLOWING STEPS WILL BE REQUIRED BEFORE AND DURING ALL CONSTRUCTION ACTIVITIES. T PRIOR TO COMMENCEMENT OF SITEWORK, CONTRACTOR SHALL INSTALL SILT FENCE BARRIERS (AND FLOATING BARRIERS WHERE REQUIRED.) ALL BARRIERS TO BE "DOUBLE". A SINGLE WIRE REINFORCED SILT BARRIER MAY BE USED IN LIEU OF A DOUBLE NON -REINFORCED BARRIER. 2. ALL EROSION PREVENTION AND CONTROL MEASURES MUST BE INSPECTED AND APPROVED BY OWNER PRIOR TO ANY CONSTRUCTION ACTIVITIES. REMOVAL OF THESE SAME EROSION CONTROLS AND PREVENTION MEASURES MAY BE DONE ONLY AFTER AUTHORIZATION BY OWNER IS OBTAINED. A ALL SURFACE WATER DISCHARGE FROM THIS SITE, INCLUDING DEWATERING DISCHARGE, SHALL MEET STATE WATER QUALITY STANDARDS (LESS THAN 29 NTU ABOVE BACKGROUND) PRIOR TO REACHING ANY WATERS OF THE STATE INCLUDING WETLANDS. Conc. - Concrete 4. IN THE EVENT THAT THE EROSION PREVENTION AND CONTROL DEVICES SHOWN IN THESE PLANS DO NOT PROVE TO BE EFFECTIVE, ALTERNATE METHODS FOR MAINTAINING STATE WATER QUALITY STANDARD FOR DISCHARGE FROM THE CONSTRUCTION SITE WILL BE REQUIRED. LEGEND: C - Calculated T_ - Centerline C. B. - Concrete Block CM - Concrete Monument Conc. - Concrete D - Description DE - Drainage Easement Esmt. - Easement F. E. M.A. - Federal Emergency R - Management Agency FFE - Finished Floor Elevation Fn d. -- Found IP - Iron Pipe 1_ - Length (Arc) M - Measured N&D - Nail & Disk N. R. - Non -Radial ORB - Official Records Book P - Plat P. B. - Plat Book -o - - Wood Fence PC - Point of Curvature Pg. -- Page PI - Point of Intersection P.O.B. - Point of Beginning P. D. L. - Point on Line PP - Power Pole PRM - Permanent Reference r Monument PT - Point of Tangency R - Radius Rad. - Radial R&C - Rebar & Cap Rec. - Recovered Rfd. - Roofed Set Rebar - Set 5/8" Rebar n / & Cap "PLS 4200" Typ. - Typical UE -- Utility Easement WM - Water Meter W - Water Line A --- Delta (Central Angle) -X-- - Chain Link Fence AREA = 1.34 Acres EXISTING USE = Vacant Commercial MAIN BUILDING =7,033 SQUARE FEET (FOOT PRINT ONLY) DETAIL BUILDING =1,000 SQUARE FEET TOTAL BUILDING AREA =8,033 SQUARE FEET = 13% PAVEMENT AREA =20,464 SQUARE FEET = 35% PERVIOUS AREA = 53% WIDTH OF 17/92 RIGHT OF WAY= 120 FEET HEIGHT OF BUILDING = 18 FEET EXISTING FIRE HYDRANT IS 200 FEET SOUTH OF PROPERTY 92IM7,14 0 Required Parking=8,589sq. ft. -4000 sq. ft.=4589/1000=5 spaces + 2 spaces=7 spaces as an alternate, 6 full time employees x1.5= 9 spaces required (2 spaces for first 4,000 sq. ft. and 1 space per 1,000 sq. ft for remainder, or 1.5 spaces per full time employee) Proposed Parking= 11 spaces (2 accessible, and 9 regular spaces) The 25x40' detail building is a tarp over a steel frame. UTILITIES ELECTRIC Florida Power Corporation (Progress Energy) TELEPHONE Bell South WATER & SEWER city of Sanford ZONE GC -2 a t R :'•>-` 4876 / 50.06 ��-� r / 50.22 41 49/' r / 49.86 0 / ! r / / / 47::53 x.28 J "a --,.I WU VT GV I— - NOTE: 1. ALL ACCESSIBLE HANDICAP SYMBOLS Tn PF 1AIWITF THFPAAOP1 ACTIr SITE PEAK SCALE: 1".---20' 49.2 TAX ID NUMBER IS 11--20-30-300-0300-0000 Q, r AND /� / w w r °r -6ri 4P� CD CD c n / r / r / � x / < 1 / t / U / r z N Q N r r 1 / 0C) 0 0 x.28 J "a --,.I WU VT GV I— - NOTE: 1. ALL ACCESSIBLE HANDICAP SYMBOLS Tn PF 1AIWITF THFPAAOP1 ACTIr SITE PEAK SCALE: 1".---20' 49.2 TAX ID NUMBER IS 11--20-30-300-0300-0000 of AND 11-20-30-300-0310-0000 w w 1111h, S 89'55'08 W T 1x'3.51 " • 48.8 49.0 • 49.3 20 0 20 40 THIS PLAN MAY HAVE BEEN REDUCED IN SIZE VERIFY BEFORE SCALING DIMENSIONS Ld Ca' w^ A • 49.65 6 49.3 I 10,2 I" 49.0 4 POST FOR "VACUUM STATION" SIGN. TYP. 'j 2 PLACES''' . _4110 •� 50.2 I x 49,7 150-3 Ji50.0 51.4 R91� 49.83 49.70 "'9 .4, 9 �9.65 49.66 49.76 49.4b 49.6j- A` 49.90 NAME: .,O Mm Q 0 � vU) 0 of fy_ w w U) °r -6ri CD CD c v o? a) = _ � � x LA O o a? < �a.� cv, U z N Q N 0 ° 2� U) °r -6ri v o? a) CL 0 Q 7_ LA O o a? < �a.� cv, U z N Q N 0C) 0 0 o z C ._J j E � Q /'�/ w fC EQ "Cl U U n c U ) n � (of) o � z= Q �a U C 7 a ° - O ° O _ n W l-..1- 1- � o Q F ¢ LLJ D ji RICK HOEPNER P.E. (#23319) 2417 MARZEL AVENUE ORLANDO, FLORIDA 32806 RICKHOEPNERPE©AOL. COM PH #. 407.898.4752 PROJECT AREA CITY OF SANFORD LAST FILED: CAD DWG NAME: PACKAGE CODE: 2002_-06 SHEET NO. REV. C-200 0 �.-.-- _•II -Tom..-.��-,�.....-��-.--..-+ k U L EQUIP I RSR 0 , R(R k \ VENDING U F- R/R STOR ESJ'� i�r��7'jltYta }' NM T i a 4 1 SERVICE BASEMENT BASEMENT LEVEL 1 1/2" 11/4" O 11/4" LFW 10-0 0 10-0 v f , Y ' 1/4. 10-0 t3 10--0 t2 HANGER DETAIL �-S,/ a w / �I K I� r " °r CONC. DECK 1 = POWDER—DRIVEN tl /`�:�� STUD H {� V V r _ ;., TOP BEAM CLAMP .. ; ; •, �.,� 4x, er{ , .. ALL --THREAD ROD a ALL—THREAD ROD r >' I 'A In none 9:1 nyuinir_ � {p �. }fir k •Y. - HANGER RING HANGER RING r 't�y�a. �.-.-- _•II -Tom..-.��-,�.....-��-.--..-+ k U L EQUIP I RSR 0 , R(R k \ VENDING U F- R/R STOR ESJ'� i�r��7'jltYta }' NM T i a 4 1 SERVICE BASEMENT BASEMENT LEVEL 1 1/2" 11/4" O 11/4" LFW 10-0 0 10-0 v f , Y ' 1/4. 10-0 t3 10--0 t2 HANGER DETAIL �-S,/ a w / �I K I� N. T. S. 1 = ti a O/ tl /`�:�� H {� V V JUNE 2002 '0 10:00 A.M. 4x, er{ s w t 6 j 54 PSI 'RESIDUAL ' �.-.-- _•II -Tom..-.��-,�.....-��-.--..-+ k U L EQUIP I RSR 0 , R(R k \ VENDING U F- R/R STOR ESJ'� i�r��7'jltYta }' NM T i a 4 1 SERVICE BASEMENT BASEMENT LEVEL 1 1/2" 11/4" O 11/4" LFW 10-0 0 10-0 1 Y ' 1/4. 10-0 t3 10--0 t2 > �-S,/ a w / �I K I� 4r/ 1 �� ti a O/ tl /`�:�� H JUNE 2002 '0 10:00 A.M. f 4 PSI STATIC 54 PSI 'RESIDUAL ' r >' I 'A In none 9:1 nyuinir_ - �.-.-- _•II -Tom..-.��-,�.....-��-.--..-+ k U L EQUIP I RSR 0 , R(R k \ VENDING U F- R/R STOR ESJ'� i�r��7'jltYta }' NM T i a 4 1 SERVICE BASEMENT BASEMENT LEVEL 1 1/2" 11/4" O 11/4" LFW 10-0 0 10-0 11/2 1/4. 10-0 t3 10--0 t2 SERVICE BAY UPPPER LEVEL CONSULT LOCAL BELANGER REPRESENTATIVE. 2. GENERAL CONTRACTOR TO INSTALL STEEL FRAMES FOR CORRELATOR IN APRON AT TIME OF POUR. IF FRAMES ARE REQUIRED PRIOR TO EQUIPMENT DELIVERY ARRANGEMENTS MUST BE MADE WITH LOCAL BELANGER REPRESENTATIVE FOR EARLY DELIVERY OF FRAMES, 3. CONTRACTOR TO PROVIDE 4" PVC PIPE FROM CORRELATOR PITS TO CONVEYOR TRENCH (2 PLACES). NO ELBOWS, BENDS OR FITTINGS. SLOPE CONCRETE FLOOR OF PITS AS SHOWN. CORRELATOR PIT DEPTH MAY VARY. BELANGER RECOMMENDS 6" MIN. AT SHALLOW POINT TO APPROX. 8" AT PIPE LEADING TO CONVEYOR TRENCH. 4. IF ANY MODIFICATIONS OF DIMENSIONS ARE NECESSARY, CONTACT YOUR LOCAL BELANGER, REPRESENTATIVE, E E a d- ao co r� ro TYPICAL CENTER LINE OF CAR WASH EQUIPMENT. VERIFY PRIOR TO CONSTRUCTION. DRIVER SIDE r PASSENGER TIRE SIDE TIRE I 4" DIA PVC PIPE PLACES) SEE NOTE #3 THIS SHEET BELANGER CORRELATOR FRAME PLAN DETAIL SCALE: NONE l SLOPE DOWN 1/4" PER 10'--C FROM END OF CONVEYOR TRENCH TO EDGE OF. ENTRANCE SLAB E>— — — — — DIRECTION OF TRAVEL CORRELATOR FRAMES SEE DETAIL 1 �}�LANGER STANDARD NOTE TO CONTRACTORS: THIS SET OF DRAWINGS AND DOCUMENTS IS INTENDED AS A SET OF GUIDELINES FOR THE PROJECT. THEY MUST BE READ TO INCORPORATE ALL APPLICABLE FEDERAL, STATE AND LOCAL CODES INCLUDING FEDERAL A.D.A. REQUIREMENTS, THIS SET ASSUMES THAT THFRF ARE NO UNUSUAL SOIL CONDITIONS, THE FAILURE OF THIS CONDITION MAY REQUIRE SIGNIFICANT CHANGES TO THESE DOCUMENTS. IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO CONFORM TO ALL APPLICABLE CODES AND TO INFORM THE OWNERS/ARCHITECTS OF ANY QUESTIONS OR CLARIFICATIONS WHICH ARE DESIRED. CONTRACTORS ARE ASSUMED TO KNOW ALL OBSERVANCE CONDITIONS. THIS DRAWING IS AND SHALL REMAIN THE PROPERTY OF BELANGER. USE, REPRODUCTION OR ALTERATION OF THIS DRAWING WITHOUT THE EXPRESSED WRITTEN PERMISSION OF BELANGER IS PROHIBITED. SEE DETAIL "A" LOW POINT OF FINISH FLOOR © ENTRANCE END OF CONVEYOR TRENCH 72" [1829mm] d f a REINF CONC, SLAB W/ LIGHT BROOM FINISH SEE NOTE #1 THIS SHEET DRIVER SIDEp PASSENGER TIRE I SIDE TIRE 30" [760mm] 30" [760mrn] SEE DETAIL "A"THIS SHEET 29 1/2" I [750mm] 43 1/4" 11 DOmm] SLOPE I S� LOPE_ E E E oz 0 z 4" DIA PVC PIPE 'r (2 PLACES) SEE NOTE #3 THIS SHEET'- BELANGER HEET- BELANGER CORRELATOR FRAME PIT SECTION VIEW SCALE: NONE �» INSERT ACTUAL CONVEYOR LENGTH FOR PROJECT PLUS 12" [305mm] SLOPE FINISH FLOOR & CONVEYOR SHELF UP FROM ENTRANCE TO EXIT 1/4" PER 10'---0" [ 1:480 SLOPE] OVER LENGTH OF TRENCH SEE DETAIL "B" REINF CONC. SLAB W/ LIGHT BROOM FINISH SEE DETAIL "A" SEE DETAIL "A" "CONVEYOR SHELF" SMOOTH TROWEL FINISH - `-- CONCRETE CONVEYOR TRENCH - PAD FOOTING SLOPE UP FROM ENT TO EXIT 1/4" PER 10'-0 [1:480 SLOPE] GRATING CONSTRUCTION: BEARING BARS & CROSS BARS WELDED TOGETHER --� SEE DETAIL"B" MATERIAL: PLAIN STEEL HD GALVANIZED STEEL PAINTED BLACK STEEL 1-1/4 x 3/16 19W4 STEEL BAR GRATING WELDED 36" x _ _ SPAN BANDED TRIM 1--1/4 x 3/16 = THE BEARING BAR SIZE 19 — CENTER TO CENTER OF BEARING BAR 19 x 1/16 = 1.1875 W4 — CENTER TO CENTER OF CROSS RODS SPAN = THE DIRECTION OF THE BEARING BARS NOTE: IF PIT DEVIATES IN WIDTH, GRADING LOADS WILL HAVE TO CHANGE AS WELL. (*) REFER TO GRADING MANUFACTURER. FLOOR PLAN SCALE: 1/4" = 1'--0" SLOPE UP FROM ENT TO EXIT 1/4" PER 10'-0" [1:480 SLOPE] SEE DETAIL "B" SEE DETAIL "A" USE 2 1/2" x 2 1/2" x 1/4" ANGLE STEEL UNLESS OTHERWISE NTFn RNEWtu - USE 3" x 1/2" DIA L/�� RE -ROD OR EQUAL ys WELD Sanford RE-RODxOR/EQUDAIL Sa !lord Fir e v ft Dato. D ETA I L ` A' ANGLE WITH NELSON ANCHOR NOTE: SUPPLIED & INSTALLED BY GC USE 1 1/2" x 1 1/2" x 1/4" ANGLE STEEL t1 USE 3" x 1/2" DIA RE -ROD OR EQUAL WELD USE 4" x 1/2" DIA RE -ROD OR EQUAL DETAIL `B': ANGLED,j WITH NELSON ANCHOR t NOTE: SUPPLIED & INSTALLED BY GC HIGH POINT OF FINISH FLOOR © EXIT END OF CONVEYOR TRENCH 48"[1 2"19mm] I ;r /— S EE DETAIL "A" SLOPE DOWN 1/4" PER 10' Q" \-----SEE DETAIL "B" SLOPE UP FROM ENT TO EXIT _ 1/4" PER 10'_0" 3 [1:480 SLOPE] ' z z I' 0_0 0 Q � U a w REINF CONC. SLAB n A fi �I W/ LIGHT BROOM FINISH � u----- w" �00 N MAX� = n �'�i; FROM END OF �Vl CONVEYOR TRENCH 'TO EDGE OF EXIT SLAB KRmalw #0& c7 U L� W c 00 DIRECTION °' OF TRAVEL ,r DRAWN BY:_M.K.___ `y�i n 2 20 2Q05 CHECKED BY:_,-__-_ DATE: _..--------___- APPROVED BY:------ .i• , 49 %t S REVISIONS REINF CONC. SLAB w W/ LIGHT BROOM FINISH C l h ij LETI-ER DATC APPROVAL �1 1/2 x 1 1/2 x 1/4 STEEL ANGLE RUNNING LENGTH OF CONVEYOR--' STEEL GRATING SUPPLIED AND INSTALLED e., BY GENERAL CONTRACTOR NOTES XX X' X 0 x X X 1 1/2 x 1 1/2 x 1 /4 x 4 1 1/2 STEEL ANGLE MIN REVIE D l By: D ETAI L C : "onlor Fire Prev0kBELANGER, INCORPORATED _STEEL'' GRATING SUPPORT Dates 1« I a Q TYPICAL EVERY CONVEYOR LEG C2 SUPPLIED &: .INSTALLED BY GENERAL CONTRACTOR SEE DETAIL "A" SEE DETAIL "B" I.NKVVHJfY ci.tulrm�.rvl NOTE: TYPICAL FRONT TIRE PULL INSTALL. REFER TO CONVEYOR MANUAL FOR PROPER INSTALL. CONVEYOR FURNISHED & INSTALLED REINFORCED 6" [152mml BY LOCAL BELANGER REPRESENTATIVE, CONCRETE FLOOR WITH LIGHT BROOM FINISH H I F� LL.�.�1-a I SEE E SMOOTH TROWEL I I DETAIL "A"Lo z FINISH FOR iv WASH DOWN ; N ; 1" SLOPE I [24mm] w 7 REINFORCED CONCRETE PAD f" PER LOCAL CODE 1016mm SEE LOCAL CODE 201508m SECTION: ENTRANCE END CONVEYOR TRENCH SCALE = 1 " - 1'-0" RI C( PI NOTE: TYPICAL FRONT TIRE PULL INSTALL. REFER TO CONVEYOR MANUAL FOR PROPER INSTALL. CONVEYOR FURNISHED & INSTALLED NOTE:CO2 SLOPE OF CONVEYOR TRENCH SHOULD FLOW IN THE DIRECTION OF THE SEWER AND/OR RECLAIM SYSTEM - PER BUILDING LAYOUT. THE CONVEYOR TRENCH DRAIN PIPE SHOULD BE PLUMBED TO THE SEWER AND/OR RECLAIM SYSTEM INLET. (*DRAIN PIPE IS FIELDr; SUPPLIED. REFER TO LOCAL CODES FOR PROPER <nm - - • • - REQUIREMENTS). cn x� OVER/ UNDER CONVEYOR SUPPLIED & INSTALLED BY -- nape u, BELANGER REPRESENTATIVE ��_ SEE LOCAL CODE -1 SECTION: CENTER CONVEYOR TRENCH, SCALE = 1 " = 1'--0" INSERT ACTUAL CONVEYOR LENGTH FOR PROJECT PLUS 1'-0" p SEE DETAIL "A" "vl DIRECTION OF VEHICLE TRAVEL ur p DIR VEI 3 C2 -E --- ---- SEE DETAIL "A" SLOPE 1" PER 10'--0" TO DRAIN SEE DETAILS SHEET C3 CONVEYOR TRENCH FOUNDATION PLAN CORRELATOR FRAMES SCALE: 3/8 " - V-0" CORRELATOR FRAME OPENING CONVEYOR TRENCH LENGTH WILL VARY SEE DETAILS CUFFT (11 „ (ACTIJAI CnNVFYOR I FNGTH 4-1'--0"= ('ONVFYnR TRFN(C`H I FN('�TH) =NCH E N S. 4 C2 U) rrw v I .n NOTE: TYPICAL FRONT TIRE PULL INSTALL. REFER TO CONVEYOR MANUAL FOR PROPER INSTALL. CONVEYOR FURNISHED & INSTALLED SEE DETAIL "B" BY LOCAL BELANGER REPRESENTATIVE. E rn z U� k N . N . SLOPE 1 [24mrn] U Q REINFORCED CONCRETE PAD PER LOCAL CODE 40"[1016mm] 20" 508mml SEE LOCAL CODE SECTION: EXIT END CONVEYOR TRENCH SCALE = I" = 1'-0" USE 2 1/2" x 2 1/2" x 1/4" ANGLE STEEL UNLESS OTHERWISE maim SEE DETAIL "B" USE 3" x 1/2" DIA RE -ROD OR EQUAL WELD USE 4" x 1/2" DIA RE --ROD OR EQUAL DETAIL `A': ANGLE WITH NELSON ANCHOR NOTE: SUPPLIED & INSTALLED BY GC 1 CO2 DIRECTION V VEHICLE TRAVEL THE CONVEYOR TRENCH DRAIN PIPE SHOULD BE PLUMBED TO THE SEWER AND/OR RECLAIM SYSTEM INLET. (*DRAIN PIPE IS FIELD SUPPLIED. REFER TO LOCAL CODES FOR PRAPER REQUIREMENTS). BEL6NQER STANDARD NOTE TO CONTRACTORS: THIS SET OF DRAWINGS AND DOCUMENTS IS INTENDED AS A SET OF GUIDELINES FOR THE PROJECT. THEY MUST BE READ TO INCORPORATE ALL APPLICABLE FEDERAL, STATE AND LOCAL CODES INCLUDING FEDERAL A.D.A. REQUIREMENTS. THIS SET ASSUMES THAT THERE ARE NO UNUSUAL. SOIL CONDITIONS, THE FAILURE OF THIS CONDITION MAY REQUIRE SIGNIFICANT CHANGES TO THESE DOCUMENTS. IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO CONFORM TO ALL APPLICABLE CODES AND TO INFORM THE OWNERS/ARCHITECTS OF ANY QUESTIONS OR CLARIFICATIONS WHICH ARE DESIRED. CONTRACTORS ARE ASSUMED TO KNOW ALL OBSERVANCE CONDITIONS, THIS DRAWING IS AND SHALL REMAIN THE PROPERTY OF BELANGER. USE, REPRODUCTION OR ALTERATION OF THIS DRAWING WITHOUT THE EXPRESSED WRITTEN PERMISSION OF BELANGER IS PROHIBITED. SECTION: CONVEYOR TRENCH C SCALE: 3/8 - 1'-0" USE 1 1/2" x ANGLE STEEL v �-- USE 3" x 1/2" DIA RE -ROD OR EQUAL -;!!�? I WELD USE 4" x 1/2" DIA RE --ROD OR EQUAL DETAIL `B': ANGLE WITH NELSON ANCHOR NOTE: SUPPLIED & INSTALLED BY CC ED CONCRETE PAD L CODE RECOMMENDED CONVEYOR TRENCH CONSTRUCTION PROCEDURES 1. POUR TRENCH FOOTINGS PER LOCAL CODE. 2. POUR CONVEYOR TRENCH PAD PER LOCAL CODE. 3. POUR WALLS, 4, POUR FINISHED FLOOR IN CAR WASH BAY. 5. POUR CONVEYOR SHELF LAST. f� I J L` f c-, ,,nn W E� U DRAWN BY:_.M^K._-- DATE:-_ 01114/2005 CHECKED ------ DATE: ------------ APPROVED BY:v____ /l DATE: ----._.._.....__--- l(� IJ REVISIONS LErFER PATE APPROVAL I I Il - NOTES 0 BELANGER, INCORPORATED C-3 E T� `..J cn 1.4 I N w � I f� I J L` f c-, ,,nn W E� U DRAWN BY:_.M^K._-- DATE:-_ 01114/2005 CHECKED ------ DATE: ------------ APPROVED BY:v____ /l DATE: ----._.._.....__--- l(� IJ REVISIONS LErFER PATE APPROVAL I I Il - NOTES 0 BELANGER, INCORPORATED C-3 CO N M C: v Q) (n E a N Ln a 0 N 0 0 0 0 0, 3 41 '0 rri Gu 0 Q U V) L- Q) s= 0 U 0 L) 0- 0 L 0 O 0 0 0 0 0 c C .3 0 n 4'(TYP) PROPERTY L INE d F d ps I T _ 1 l .`. 24 .... �, ltindleiyPefldnp8lpn(TyP) 01- l1 . , qB .;Srnbol(eyl) u. --- In M Min. V Rediae Imide 0lmenslon/ V Blue(Typ) 4° W hAe (Typ) I mpg ) t: 4' While gyp) T Z RIGHT OF WAY l INE NOTES: t. M)Rlrmam �gDusl,rs n. 2. All sigruego shall wrn0y wft if* MasnuW on UnNorm Traffic Devicn. REGUI RED RAISED CURBING (TYP) PAWING CURB STALL STARTING LOT T GAR AISLE WVTH ANGLE LENC3Trf VERN LO," REOUIREMENTS CD 3(P 2a' 18.66'`• 3x.32' �- 5.03' _ it 2' 1,47'" 45' 14.14' 21.2.1' 21.21' 7.07' 12' 24' 60'':1.55' .......... .......... ..-......... 22.32' _.W _ - 12.88' 8.66' _ Y t 7' 74' _--- ---- f7 N O 20' a` MIN - 10.30' 24 24- ONE WAY I TWO WAY City of Sanford PARKING STANDARDS FIGURE Department of Planning 8 H-1Develo Development Services 8y: AUGUST 2004 M JONES ACCESSIBLE RAMP DETAIL NTS TO IV LnV LLIJ I�L yyII11VV1 VVIIB RAMPS WITHIN ACCESSABLE ROUTE. DOME PATTERN SHALL BE IN-LINE S2" 2.35" WITH DIRECTION OF TRAVEL N a o 2112' \Aj O O 0 lv U z CD TRUNCATED DOME �°°� CIO L- __ e M (SEE DETAIL) a O O O (-) a U�Z v) E Q Q O _N ">a O �l°U Y¢ cu N O O z - 9" - I INTEGRAL DOME i 0 0 0 _I 0 I °2" r � J � N PLAN VIEW TRUNCATED DOME ` Y FIGURE H-2 HANDICAP SIGN AND PARKING SPACE STANDARDS V. I2"t1 4. FIGURE H-3 PASSENGER LOADING ZONES _ 4" WHITE_ 4' 0,13, i 4" I-----------1 HANDICAP SIGN/PARKING City of SanfordAND PASSENGER FIGURE Department of Planning & LOADING ZONES H-2 Development Services D rte: Drawn By: H-3 AUGUST 20D4 M. JONES 1.5' -I FTP -21-04 2.5' THESE SIGNS TYPICAL EACH ACCESSIBLE PARKING SPACE 11 PARKING BY DISABLED ALL LETTERS PERMIT 1)�" SERIES "C" ONLY $250 FINE FTP -22-04 F.S- 318.14 0.5' -- NOTE: THIS SIGN MAY ALSO BE WALL MOUNTED ACCESSIBLE PARKING -SIGN DETAIL NTS EXISTING ASPHALT EXISTING BASE -/ NOTES 1. DETECTABLE WARNINGS SHALL CONSIST OF RAISED TRUNCATED DOMES WITH A DIAMETER OF NOMINAL 0.9 IN. (23 MM), A HEIGHT OF NOMINAL 0.2 IN (5MM AND A CENTER -TO -CENTER SPACING OF NOMINAL 2.35 IN. (60 MM) 2. DETECTABLE WARNINGS SHALL EXTEND THE FULL WIDTH AND DEPTH OF THE CURB RAMP. 3. TRANSITION SLOPES ARE NOT TO HAVE DETECTABLE WARNINGS. 4. DETECTABLE WARNINGS SHALL CONTRAST VISUALLY WITH ADJOINING SURFACES, EITHER LIGHT -ON -DARK, OR DARK -ON -LIGHT. THE MATERIAL USED TO PROVIDE CONTRAST SHALL BE AN INTREGAL PART OF THE WALKING SURFACE. DETECTABLE WARNING DETAIL NTS PROPOSED ASPHALT EXISTING SUB -GRADE SAW -CUT DETAIL NTS CONCRETE SIDEWALK EX MITERED END SECTION REMOVE EXISTING PAVING, EX. INLET EX TYPE CONCRETE & CURB 4" WIDE (YELLOW) °' "E' INLET @ 45', 4' O/C TOP 51.21 58944'53"W - 273.70' �- MATCH WITH 199.45' (C) 199.49' (D) T 89°55 CONCRETE DRIVE -� EXISTING PAVEMENS08 W L 51.12f STOP SIGN & STOP BAR (R1-1) TYP. EX. MANHOLEP-7 EX. TOP 52.00 MANHOLE i INV 46.34 TOP 51.90 INV 46.19 1 0 20 40 Mill SCALE AS SHOWN EXISTING DENNY'S FINISH GRADE 1" BELOW TOP OF CURB IN ALL LAWN AREAS. SOD 1. TOOLED JOINTS TO OCCUR AT INTERVALS 6" LAYER EQUAL TO WIDTH OF SIDEWALK TOPSOIL 2. SIDEWALK TO HAVE BROOM FINISH PERPENDICULAR TO PATH OF TRAVEL. 6" SEE PLAN 6" 2% I I -4" THICK CONCRETE 2500 P.S.I. -6" COMPACTED SUBGRADE TO NOT LESS THAN 98% MAX. DENSITY AS DETERMINED BY AASHTO T-99- TYP. SIDEWALK DETAIL PROPOSED BASE PROPOSED SUB -GRADE ATTENTION IS DIRECTED TO THE FACT THAT THESE PLANS MAY HAVE BEEN REDUCED IN SIZE BY REPRODUCTION. THIS MUST BE TAKEN INTO ACCOUNT WHEN OBTAINING SCALED DATA N r LEGEND REMOVE EXISTING PROPOSED ASPHALT PROPOSED CONCRETE w 2" RADIUS D I6" (REFER TO PAVEMENT SECTIONS) TYPE D CURB DETAIL - F.D.O.T. TYPE S-1 ASCS COMPACTED TO 95% MAXIMUM DENSITY PER AASHTO CRUSHED LIMEROCK COMPACTED TO 98% MAXIMUM DENSITY PER AASHTO T-180 MIN. LBR 100 SUBGRADE COMPACTED TO 98% MAXIMUM DENSITY PER AASHTO T-180 MIN. LBR 40 ASPHALT PAVEMENT SECTION 1 1 EXISTING VACUUM EQUIPMENT �% 717�Llf _ TO 51: - / aU REMOVE EX."/'/ , 50 CONCRETE & PATCH TO G o MATCH 51 �o / GRADE AINO) 25' �p -NO RIGHT TURN 51' PASS STOP SIGN I THROUGH 0. DO NOT ONE WAY ,,. ENTER 25' (R6 -IR) RS• 02 ( co TYP. REMOVE AINO CURB & PATCH TO MATCH I EXPRESS GRADE AFTER-CARE CANOPY STOP SIGN AND I li STOP BAR RIGHT TURN I 25' ONL (R3-5R)�- t EX. TYP E "C" INLET `V G TOP 50.10 INV 46.04 - - 1 �DO NOT ENTER (R5-1) TYP. 0 w EX MITERED END SECTION INV 46.00 "'^T'"'"' DRY RETENTION S89'55'08"W 123-51' NOTES: 1. ASPHALTIC PAVING SHALL PROVIDE A 1 1/2" THICK ASPHALT SURFACE, A 6" BASE AND A 12" THICK SUBGRADE. 2. CONCRETE PAVING SHALL PROVIDE A 5' THICK PORTLAND CONCRETE SURFACE WITH A COMPRESSIVE STRENGTH OF 3,000 P.S.I. AND A SUBGRADE WITH A FLA. BEARING VALUE OF 75 P.S.I.* 3. ALL STRIPING AND OTHER TRAFFIC CONTROL DEVICES SHALL CONFORM AND BE MAINTAINED TO THE LATERST EDITION OF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES.* 4° ALL DRIVEWAYS EXISTING ON TO ANY PUBLIC OR PRIVATE STREET SHALL BE CONTROLLED BY A HIGH INTENSITY 30" STOP SIGN, 24" STOP SIGNS SHALL BE USED INTERNALLY. THE CLEARANCE FROM THE FINISHED GROUND ELEVATION TO THE BOTTOM OF ALL SIGHS SHALL BE AT LEAST 7'.* 5° ALL HANDICAP PARKING SPACES SHALL BE IN ACCORDANCE WITH THE FLORIDA DEPARTMENT OF COMMUNITY AFFAIRS ACCESSIBILITY AEQUIREMENTS MANUAL.* * (AS PER SCHEDULE H -PARKING REQUIREMENTS- OF THE CITY OF SANFORD LAND DEVELOPMENT REGULATIONS) 1 1 of Z a o 2112' O Q wz z>? lv U z CD �°°� CIO L- __ e M O V a UGA O .�O _ (O Un O mNO a U�Z v) E Q Q O _N ">a O �l°U Y¢ cu Q o z ?.r L U �z V. I2"t1 4. FIGURE H-3 PASSENGER LOADING ZONES _ 4" WHITE_ 4' 0,13, i 4" I-----------1 HANDICAP SIGN/PARKING City of SanfordAND PASSENGER FIGURE Department of Planning & LOADING ZONES H-2 Development Services D rte: Drawn By: H-3 AUGUST 20D4 M. JONES 1.5' -I FTP -21-04 2.5' THESE SIGNS TYPICAL EACH ACCESSIBLE PARKING SPACE 11 PARKING BY DISABLED ALL LETTERS PERMIT 1)�" SERIES "C" ONLY $250 FINE FTP -22-04 F.S- 318.14 0.5' -- NOTE: THIS SIGN MAY ALSO BE WALL MOUNTED ACCESSIBLE PARKING -SIGN DETAIL NTS EXISTING ASPHALT EXISTING BASE -/ NOTES 1. DETECTABLE WARNINGS SHALL CONSIST OF RAISED TRUNCATED DOMES WITH A DIAMETER OF NOMINAL 0.9 IN. (23 MM), A HEIGHT OF NOMINAL 0.2 IN (5MM AND A CENTER -TO -CENTER SPACING OF NOMINAL 2.35 IN. (60 MM) 2. DETECTABLE WARNINGS SHALL EXTEND THE FULL WIDTH AND DEPTH OF THE CURB RAMP. 3. TRANSITION SLOPES ARE NOT TO HAVE DETECTABLE WARNINGS. 4. DETECTABLE WARNINGS SHALL CONTRAST VISUALLY WITH ADJOINING SURFACES, EITHER LIGHT -ON -DARK, OR DARK -ON -LIGHT. THE MATERIAL USED TO PROVIDE CONTRAST SHALL BE AN INTREGAL PART OF THE WALKING SURFACE. DETECTABLE WARNING DETAIL NTS PROPOSED ASPHALT EXISTING SUB -GRADE SAW -CUT DETAIL NTS CONCRETE SIDEWALK EX MITERED END SECTION REMOVE EXISTING PAVING, EX. INLET EX TYPE CONCRETE & CURB 4" WIDE (YELLOW) °' "E' INLET @ 45', 4' O/C TOP 51.21 58944'53"W - 273.70' �- MATCH WITH 199.45' (C) 199.49' (D) T 89°55 CONCRETE DRIVE -� EXISTING PAVEMENS08 W L 51.12f STOP SIGN & STOP BAR (R1-1) TYP. EX. MANHOLEP-7 EX. TOP 52.00 MANHOLE i INV 46.34 TOP 51.90 INV 46.19 1 0 20 40 Mill SCALE AS SHOWN EXISTING DENNY'S FINISH GRADE 1" BELOW TOP OF CURB IN ALL LAWN AREAS. SOD 1. TOOLED JOINTS TO OCCUR AT INTERVALS 6" LAYER EQUAL TO WIDTH OF SIDEWALK TOPSOIL 2. SIDEWALK TO HAVE BROOM FINISH PERPENDICULAR TO PATH OF TRAVEL. 6" SEE PLAN 6" 2% I I -4" THICK CONCRETE 2500 P.S.I. -6" COMPACTED SUBGRADE TO NOT LESS THAN 98% MAX. DENSITY AS DETERMINED BY AASHTO T-99- TYP. SIDEWALK DETAIL PROPOSED BASE PROPOSED SUB -GRADE ATTENTION IS DIRECTED TO THE FACT THAT THESE PLANS MAY HAVE BEEN REDUCED IN SIZE BY REPRODUCTION. THIS MUST BE TAKEN INTO ACCOUNT WHEN OBTAINING SCALED DATA N r LEGEND REMOVE EXISTING PROPOSED ASPHALT PROPOSED CONCRETE w 2" RADIUS D I6" (REFER TO PAVEMENT SECTIONS) TYPE D CURB DETAIL - F.D.O.T. TYPE S-1 ASCS COMPACTED TO 95% MAXIMUM DENSITY PER AASHTO CRUSHED LIMEROCK COMPACTED TO 98% MAXIMUM DENSITY PER AASHTO T-180 MIN. LBR 100 SUBGRADE COMPACTED TO 98% MAXIMUM DENSITY PER AASHTO T-180 MIN. LBR 40 ASPHALT PAVEMENT SECTION 1 1 EXISTING VACUUM EQUIPMENT �% 717�Llf _ TO 51: - / aU REMOVE EX."/'/ , 50 CONCRETE & PATCH TO G o MATCH 51 �o / GRADE AINO) 25' �p -NO RIGHT TURN 51' PASS STOP SIGN I THROUGH 0. DO NOT ONE WAY ,,. ENTER 25' (R6 -IR) RS• 02 ( co TYP. REMOVE AINO CURB & PATCH TO MATCH I EXPRESS GRADE AFTER-CARE CANOPY STOP SIGN AND I li STOP BAR RIGHT TURN I 25' ONL (R3-5R)�- t EX. TYP E "C" INLET `V G TOP 50.10 INV 46.04 - - 1 �DO NOT ENTER (R5-1) TYP. 0 w EX MITERED END SECTION INV 46.00 "'^T'"'"' DRY RETENTION S89'55'08"W 123-51' NOTES: 1. ASPHALTIC PAVING SHALL PROVIDE A 1 1/2" THICK ASPHALT SURFACE, A 6" BASE AND A 12" THICK SUBGRADE. 2. CONCRETE PAVING SHALL PROVIDE A 5' THICK PORTLAND CONCRETE SURFACE WITH A COMPRESSIVE STRENGTH OF 3,000 P.S.I. AND A SUBGRADE WITH A FLA. BEARING VALUE OF 75 P.S.I.* 3. ALL STRIPING AND OTHER TRAFFIC CONTROL DEVICES SHALL CONFORM AND BE MAINTAINED TO THE LATERST EDITION OF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES.* 4° ALL DRIVEWAYS EXISTING ON TO ANY PUBLIC OR PRIVATE STREET SHALL BE CONTROLLED BY A HIGH INTENSITY 30" STOP SIGN, 24" STOP SIGNS SHALL BE USED INTERNALLY. THE CLEARANCE FROM THE FINISHED GROUND ELEVATION TO THE BOTTOM OF ALL SIGHS SHALL BE AT LEAST 7'.* 5° ALL HANDICAP PARKING SPACES SHALL BE IN ACCORDANCE WITH THE FLORIDA DEPARTMENT OF COMMUNITY AFFAIRS ACCESSIBILITY AEQUIREMENTS MANUAL.* * (AS PER SCHEDULE H -PARKING REQUIREMENTS- OF THE CITY OF SANFORD LAND DEVELOPMENT REGULATIONS) 1 1 of Z DAiL 9/16/05 PROJECT N0. 044900000 SHEET NUMBER 1 1 OF 1 a o rr�� VJ O Q wz z>? lv U z CD �°°� CIO L- __ - M O V a UGA O .�O _ (O Un O mNO a U�Z v) E Q Q O _N ">a O �l°U Y¢ cu Q o z ?.r L U �z � 0 I z 6"0Gr Oz Q o 1 I r � J � N LO ` Y O O 0 N D E N - w 0 0� �r Cr w M M w z C) N O N Y¢ Q J Q Z Q v 0 (w U U w Z cn w O x z _Q V) 0 O W o u- o m m O Z r\ r m (n o Q m o w Q z z Y Q (n Q W Cn Cif T- o n 0 DAiL 9/16/05 PROJECT N0. 044900000 SHEET NUMBER 1 1 OF 1 a o rr�� VJ 0 O Q wz z>? O Q oa� U � J�OZS a U�Z Q C7 J O W HUS �z DAiL 9/16/05 PROJECT N0. 044900000 SHEET NUMBER 1 1 OF 1 a o rr�� VJ 0 O Z J O Q zQ Z Q Q J O W V �z Q o � L� z Q DAiL 9/16/05 PROJECT N0. 044900000 SHEET NUMBER 1 1 OF 1