Loading...
HomeMy WebLinkAbout750 Towne Center Blvd (a) (3)��......_---._I__,__._�—,----- ,.._..—.._._l__..� .._._;,.. _ .,,_....._. _._....�. .., _.. A'r7M LBT#448'5 I.R. c U �`.�t' (oCg00, T /, 41 p 69 /pN loo' EXIST. SIGN — 49 p Sj SR�j FND: 5/8" IR �9 LB # 3556 NEWTOP SIGN & SIGN POST (TYP) SEE DETAIL 14/C401 FND. N&D LB # 3556 NEW 24" STOP BAR (TYP) --� c FNNO #5/8'° IR NEW VALLEY GUTTER SEE DETAIL 2/C402 NEW 4" WHITE STRIPING (TYP) z QD 0 Cb paRrP-1 . -�q_la--�n-..SNAR-91nn—onno NEW STOP SIGN & SIGN POST (TYP) SEE DETAIL 14/C401 NEW 24" STOP BAR (TYP) NEW VALLEY GUTTER (TYP) SEE DETAIL 2/C402 PARCEL: 32-19-30-5MR-2300-0000 EXIST. RETENTION POND 3A TRACT 23 (SEMINOLE TOWN CENTER) WATER EL. 53.7 (3-5-08) DETAILS 5 & 5A/C401 NEW DUMPSTER ENCLOSURE SEE DETAIL 12/C401 & ARCH. PLANS o 3' P&M SET 5/8" I.R. \ LB #4475 NEW CONC. CURB (TYP) SEE DETAIL 9/C401 X 3351.90 S FN'# 4"x4" CM � a PROPOSED ID 1IGN tam ASPHALT PAVEMENT CONCRETE WALK STRAIGHT CURB RIBBON CURB x ,a 0 15' 30' 60' 1 inch = 30 ft. UCT10N ESM` iORARY CONSTR 1940, R P ' 49, PCS 27 Lgi �P HANDICAP RAMP (TYP.) SEE GENERAL NOTES NEW a CV; SEE N 8/C401 NEW STOP a� SIGN z QD 0 Cb paRrP-1 . -�q_la--�n-..SNAR-91nn—onno NEW STOP SIGN & SIGN POST (TYP) SEE DETAIL 14/C401 NEW 24" STOP BAR (TYP) NEW VALLEY GUTTER (TYP) SEE DETAIL 2/C402 PARCEL: 32-19-30-5MR-2300-0000 EXIST. RETENTION POND 3A TRACT 23 (SEMINOLE TOWN CENTER) WATER EL. 53.7 (3-5-08) DETAILS 5 & 5A/C401 NEW DUMPSTER ENCLOSURE SEE DETAIL 12/C401 & ARCH. PLANS o 3' P&M SET 5/8" I.R. \ LB #4475 NEW CONC. CURB (TYP) SEE DETAIL 9/C401 X 3351.90 S FN'# 4"x4" CM � a PROPOSED ID 1IGN tam ASPHALT PAVEMENT CONCRETE WALK STRAIGHT CURB RIBBON CURB x ,a 0 15' 30' 60' 1 inch = 30 ft. UCT10N ESM` iORARY CONSTR 1940, R P ' 49, PCS 27 Lgi �P HANDICAP RAMP (TYP.) SEE GENERAL NOTES NEW CONC. SIDEWALK t SEE DETAIL 8/C401 NEW STOP SIGN & SIGN POST (TYP) SEE DETAIL 14/C401 NEW 24" STOP BAR (TYP) Zg62, U,r S ITE DATA II SITE AREA: 5.796 ACRES I ZONING: PD 0 4 ADJACENT ZONING & USAGE: NORTH: PD - MALL, QUICK LUBE TIRE CENTER & VACANT COMMERCIAL EAST: PD COMMERCIAL , COMMERCIAL & VACANT SOUTH: PD - VACANT COMMERCIAL WEST: PD - MOVIE THEATRE SII FUTURE LAND USE: AIRPORT INDUSTRY & d COMMERCE EXISTING USE: VACANT PROPOSED USE: AUTO DEALERSHIP & SERVICE TOTAL AREA: = 252,476 S.F. = 5.79 AC. BUILDING AREA: = 43,905 S.F. I PAVEMENT AREA: = 121,259 S.F. = 2.79 AC. IMPERVIOUS: = 3.8 AC. = 65.6% <75% i PERVIOUS: = 1.99 AC. 34.4% INTERIOR LANDSCAPE REQUIREMENTS; INTERIOR PAVEMENT AREA: = 119,960 S.F. 10% REQUIRED LANDSCAPE: = 11,996 S.F INTERIOR LANDSCAPE PROVIDED: = 14,866 S.F. BUILDING DATA: MAX. BLDG HEIGHT = 35 FT BUILDING SETBACKS _ FRONT (EAST) = 50' z 0 SIDE (STREET) = 50' C) U. REAR (STREET) = 50' SIDE = 20' SIGN SETBACKS. EQUAL TO SIGN HEIGHT uj NOTE: ` SIGNAGE WILL REQUIRE SEPARATE BLDG. PERMIT IN COMPLIANCE WITH SCHEDULE U AND K. PARKING REQUIRED AUTOMOBILE DEALER: 1.5 PER PERSON EMPLOYED NO. OF EMPLOYEES = 48 PARKING REQUIRED = 72 06 0 T U) OR 2 PARKING SPACES + ONE ADDITIONAL SPACE FOR EACH 1000 S.F. OVER 4,000 S.F. BLDG. AREA 44,000 40,000 S.F./1000 = 40 j 40 + 2 = 42 SPACES w U) ARKING REQUIRED: = SPA PARKING PROVIDED NEW VEHICLE DISPLAY = 79 SPACES PRE -OWNED VECHILE DISPLAY = 65 SPACES W w REGULAR EMPLOYEE = 36 SPACES SERVICE/EMPLOYEE = 12 SPACES SERVICE = 6 SPACES LOANER VEHICLES = 21 SPACES CUSTOMER PARKING = 14 SPACES DEMO UNITS = 6 SPACES I i *TOTAL 239 SPACES; *INCLUDES 4 ADA ACCESSIBLE PARKING'' C) G% E N E 0 461b," ' 6Y4 , -11 1. TRAFFIC MARKINGS NOTES:s A. ALL DRIVEWAYS EXITING ONTO ANY PUBLIC OR PRIVATE STREET MUST HAVE A Lu TRAFFIC CONTROL DEVICE (30" STOP SIGN MOUNTED 7' ABOVE THE PEDESTRIAN„ry VEHICLE TRAVEL WAY (MEASURED FROM BOTTOM OF SIGN) AND THROUGHOUT THE SITE AS NECESSARY FOR SAFETY. B. ALL SIGN INSTALLATIONS SHALL COMPLY WITH SIZE, LOCATION AND HEIGHT (7')Zj ,� a AS OUTLINED IN THE "MUTCD.” C. PAVEMENT MARKINGS - GENERAL PRINCIPLES (SECTION 3A-5): 2j 1. PARKING LOT PAVEMENT MARKINGS SHALL BE WHITE THERMOPLASTIC Cm-� „ Q (DIRECTIONAL ARROWS, STOP BARS, LINES DESIGNATING PARKING SPACES AND HANDICAPPED PARKING SYMBOLS). \ CL r LL D. ALL HANDICAPPED PARKING SPACES MUST BE LEGALLY SIGNED WITH ONE :3 s N REGULATION HANDICAP SIGN AND ONE WHITE PAVEMENT MARKING SYMBOL PER SPACE. o E. A 24" STOP BAR SHALL BE PROVIDED AT ALL POINTS OF EGRESS IN CONFORMANCE WITH FDOT #17346, DRAWING #3 OF 8. 2. HANDICAP RAMPS SHALL COMPLY WITH FLORIDA DEPARTMENT OF TRANSPORTATION I� m ROADWAY AND TRAFFIC DESIGN STANDARDS INDEX NO. 0304. RAMPS SHALL HAVE TRUNCATED DOME WARNING SURFACE PER CITY OF SANFORD. . 2 Lm GEOMETRY NONE, C 1 . ALL SURVEY DATA USED AND CONDITIONS ASSUMED TO BE PRESENT IN PREPARATION OF THESE PLANS WAS PROVIDED BY ACCURIGHT SURVEYING, INC.om F 2. ALL PAVEMENT OFFSETS, RADII AND DIMENSIONS SHOWN ARE TO PROPOSED EDGE OF PAVEMENT/ FACE OF BUILDING/ CURB, UNLESS OTHERWISE NOTED. 3. THE CONTRACTOR SHALL STAKE ALL IMPROVEMENTS USING THE GEOMETRIC DATA 0 PROVIDED. IT IS THE CONTRACTORS SOLE RESPONSIBILITY TO COMPLETELY STAKE AND CHECK ALL IMPROVEMENTS TO ENSURE ADEQUATE POSITIONING, BOTH HORIZONTAL AND VERTICAL, PRIOR TO THE INSTALLATION OF ANY IMPROVEMENTS. CD p C FL m v a c� URBAN DESIGN PLANNING ENGINEERING a o SKIConsort ®um Ind. C� ?, 1053 N. ORLANDO AVE. N SUITE 3 MAITLAND A FLORIDA 32751 TELEPHONE 407-629-4288 m FACSIMILE 407-629-1656 0 EB# 7080 fi 7 S ITE DATA II SITE AREA: 5.796 ACRES I ZONING: PD 0 4 ADJACENT ZONING & USAGE: NORTH: PD - MALL, QUICK LUBE TIRE CENTER & VACANT COMMERCIAL EAST: PD COMMERCIAL , COMMERCIAL & VACANT SOUTH: PD - VACANT COMMERCIAL WEST: PD - MOVIE THEATRE SII FUTURE LAND USE: AIRPORT INDUSTRY & d COMMERCE EXISTING USE: VACANT PROPOSED USE: AUTO DEALERSHIP & SERVICE TOTAL AREA: = 252,476 S.F. = 5.79 AC. BUILDING AREA: = 43,905 S.F. I PAVEMENT AREA: = 121,259 S.F. = 2.79 AC. IMPERVIOUS: = 3.8 AC. = 65.6% <75% i PERVIOUS: = 1.99 AC. 34.4% INTERIOR LANDSCAPE REQUIREMENTS; INTERIOR PAVEMENT AREA: = 119,960 S.F. 10% REQUIRED LANDSCAPE: = 11,996 S.F INTERIOR LANDSCAPE PROVIDED: = 14,866 S.F. BUILDING DATA: MAX. BLDG HEIGHT = 35 FT BUILDING SETBACKS _ FRONT (EAST) = 50' z 0 SIDE (STREET) = 50' C) U. REAR (STREET) = 50' SIDE = 20' SIGN SETBACKS. EQUAL TO SIGN HEIGHT uj NOTE: ` SIGNAGE WILL REQUIRE SEPARATE BLDG. PERMIT IN COMPLIANCE WITH SCHEDULE U AND K. PARKING REQUIRED AUTOMOBILE DEALER: 1.5 PER PERSON EMPLOYED NO. OF EMPLOYEES = 48 PARKING REQUIRED = 72 06 0 T U) OR 2 PARKING SPACES + ONE ADDITIONAL SPACE FOR EACH 1000 S.F. OVER 4,000 S.F. BLDG. AREA 44,000 40,000 S.F./1000 = 40 j 40 + 2 = 42 SPACES w U) ARKING REQUIRED: = SPA PARKING PROVIDED NEW VEHICLE DISPLAY = 79 SPACES PRE -OWNED VECHILE DISPLAY = 65 SPACES W w REGULAR EMPLOYEE = 36 SPACES SERVICE/EMPLOYEE = 12 SPACES SERVICE = 6 SPACES LOANER VEHICLES = 21 SPACES CUSTOMER PARKING = 14 SPACES DEMO UNITS = 6 SPACES I i *TOTAL 239 SPACES; *INCLUDES 4 ADA ACCESSIBLE PARKING'' C) G% E N E 0 461b," ' 6Y4 , -11 1. TRAFFIC MARKINGS NOTES:s A. ALL DRIVEWAYS EXITING ONTO ANY PUBLIC OR PRIVATE STREET MUST HAVE A Lu TRAFFIC CONTROL DEVICE (30" STOP SIGN MOUNTED 7' ABOVE THE PEDESTRIAN„ry VEHICLE TRAVEL WAY (MEASURED FROM BOTTOM OF SIGN) AND THROUGHOUT THE SITE AS NECESSARY FOR SAFETY. B. ALL SIGN INSTALLATIONS SHALL COMPLY WITH SIZE, LOCATION AND HEIGHT (7')Zj ,� a AS OUTLINED IN THE "MUTCD.” C. PAVEMENT MARKINGS - GENERAL PRINCIPLES (SECTION 3A-5): 2j 1. PARKING LOT PAVEMENT MARKINGS SHALL BE WHITE THERMOPLASTIC Cm-� „ Q (DIRECTIONAL ARROWS, STOP BARS, LINES DESIGNATING PARKING SPACES AND HANDICAPPED PARKING SYMBOLS). \ CL r LL D. ALL HANDICAPPED PARKING SPACES MUST BE LEGALLY SIGNED WITH ONE :3 s N REGULATION HANDICAP SIGN AND ONE WHITE PAVEMENT MARKING SYMBOL PER SPACE. o E. A 24" STOP BAR SHALL BE PROVIDED AT ALL POINTS OF EGRESS IN CONFORMANCE WITH FDOT #17346, DRAWING #3 OF 8. 2. HANDICAP RAMPS SHALL COMPLY WITH FLORIDA DEPARTMENT OF TRANSPORTATION I� m ROADWAY AND TRAFFIC DESIGN STANDARDS INDEX NO. 0304. RAMPS SHALL HAVE TRUNCATED DOME WARNING SURFACE PER CITY OF SANFORD. . 2 Lm GEOMETRY NONE, C 1 . ALL SURVEY DATA USED AND CONDITIONS ASSUMED TO BE PRESENT IN PREPARATION OF THESE PLANS WAS PROVIDED BY ACCURIGHT SURVEYING, INC.om F 2. ALL PAVEMENT OFFSETS, RADII AND DIMENSIONS SHOWN ARE TO PROPOSED EDGE OF PAVEMENT/ FACE OF BUILDING/ CURB, UNLESS OTHERWISE NOTED. 3. THE CONTRACTOR SHALL STAKE ALL IMPROVEMENTS USING THE GEOMETRIC DATA 0 PROVIDED. IT IS THE CONTRACTORS SOLE RESPONSIBILITY TO COMPLETELY STAKE AND CHECK ALL IMPROVEMENTS TO ENSURE ADEQUATE POSITIONING, BOTH HORIZONTAL AND VERTICAL, PRIOR TO THE INSTALLATION OF ANY IMPROVEMENTS. CD p C FL m v a c� URBAN DESIGN PLANNING ENGINEERING a o SKIConsort ®um Ind. C� ?, 1053 N. ORLANDO AVE. N SUITE 3 MAITLAND A FLORIDA 32751 TELEPHONE 407-629-4288 m FACSIMILE 407-629-1656 0 EB# 7080 so EXIST. SD M.H. NEW SD INLET N0, 1 TRACT 1 SITE BENCHMARK >, # 1 EXIST. 59.06' SD INLET TOP = 62.44' TYPE "C" SEMINOLE T E CENTER REPLAT BOX CUT ON CURB TOP - NW INV = 53.10' TOP = 60.00 ELEVATION = 59.40 E INV = 53. S. INV. = 56.20 P 7a P ®'1 N INV = 52.51' \ ^o SD 30" `" EXIST. SD M.H. ACCESS ESMT TOP = 60.48' PARCEL: 32-19-30-5MR-2 00-0000 ORB 3001, PC 1473 E INV (12" PVC) = 53.38' FND. 4"x4" CM W INV (12" PVC) = 53.20' NO gbh E T. E/°� ^� 0 0 15' 30' 80' (UNDERDRAIN STAMPED ON LID) �\� o , 1 inch = 30 ft. �o N 89'47'37"E 567.52 MEAS r� FND. 4"x4" CM �~` ° �___-- _.� _____ f 8 ,47_35'-� --5 4 '- v ° 1 °� - - .� v� h o EX P v o NO # ---�'' `� ° EXIST. SD INLET �" - ----- _ _ - ---�- - _ ___-- XIST. _ -- - - p ' ° _ - - - - -- - �° T h _ a TOP = 60.91 �� - - - EXIST. E� o _ n --" - - - - o� N INV = 51.16' �,yc o o�. NEW SD INLET NO. L INTEPIAL ACCESS ROAD EASEMENT FOR r o"U TYPE "C" THE BENEFIT OF SEMINOLE TOWNS NEW SD INLET N0. 11 TOP = 60.6 CENTER LIMITED PARTNERSHIP h1 y TYPE "E" o ° INV. = 56.80 0 o PB 49 PCS 27-29 b o EXIS . /--...-... - -- _ ho. \-� TOP = 58.5 SET 5/8" I.R.-- - _. -----... - - -- _.� S. INV. = 54.75 LB #4475 ob oo' _ rY 0 s �o o ,y' ho 10 R{e�i u - %Ya oiQiO ON y,• o� � . atiGo o or yam, /'Gc ��T/O� /00, o� ° 61.0 TC / gg 61.4 TC 61.2 TC 61.1 TC 60.6 TC 60.0 TC `� 59.5 TC h ,oGs ow' °tiff 60.5 60.9 60.7 60.6 60.1 60.5 TC 59.5 59.9 TC 59.0 0 0 59.4 �o� h o v I a o �o FND. 5/8' IR o 2g LB # 3556o 6 .0 TC 60.1 50 59.05 �y 605 ADA RAMP. ' W®- VVI � ✓*•�- 6" DROP IN 6' 59.4 TC 59.5 TC 0' DRAINAGE I 60.4 60.05 58.65 MENT SEE GEN. NOTES ON 58.9 59.0 h C101 w`' �y N 10 � 61.OTW 60.95TC \ 60.05 .�--'60.5TW 59.8 T 61.0 TC 61.2 TC 60.45 59.6 59.3 20 ® 60.5 \ 60.0 44 58 60.7 �- � S .65 -, � 59.6 TC �, 60.8 ��`' 59.1 ° 61.0 10 I� ' �y. 60.;1.5:: 60.65 r�� NEW SD INLET NO. 10 FND. N&D 1 59.8 c� TYPE C LB # 3556 :.:.... ` ." 59.8 62.5 TC , . �• , NEW VALLEY GUTTER ::......` ....:... E70.8, :. �"� VI) 62.0 60.6 N. INV. 58.554.3 ..`.< �°:.� : 59.80 59.0 � 59. MATCH EXIST. �0 22 LF SD 15 RCP ® 0.3% 61.2 I GRADE (62.7+) "' Q' 60.0 TC FND. 5/8„ IR 1.5 ..• .. 61.2 -- `�" __ - `' 59.5 h� NO # w 60.9 60.8 ���� �y f 60.7 TRACT EXIST. SD INLET �- 60.7 II -�� TOP = 62.76' oo ( a 62.0 61. 61.2 "f'"': 60.9 TC `� "° BOTTOM = 58.28' 63.0 �' NEW SD INLET N0. 3 60.4 I` (FULL OF WATER) 62.2 -� 60.9 TYPE C 61.2 ° 59.5 TC h�`h o TOP = 60.6 ...,: 59.0 Sp N. INV. = 56.7 SITE BENCHMARK 2 15" - `:: EXIST. SD CURB INLET "BOX CUT ON CURB o�` 61.5 S. INV. = 56.7 °� 59.6 TC 1 ' TOP = 57.53' 61.1 •2 59.1 C2 ELEVATION = 63.30 62,5 TC 59.6 TC ' E INV = 51.80' 62.0 59.1 , 4 EXIST. SD INLET ;ti° 62.5 TC v ' ' - 62.0 _ ' I. : . -.:• 60.7 TC TOP 62.48' � •,y o'`v. � h 61.1 j 60.2 ._ � 15» BOTTOM = 57.98' ,y o oti SD (FULL OF WATER) ��, 6 .0 V6�O.9 � h v REMOVE EXIST. INLET �° o��� 62.1 TC a - : 59.8 8.7 NEW 59.6 TC AND REPLACE WITH ti_>°:_� �' 61.6 61.7 I 59.1 TYPE V INLET M1y� U 61.2 F.F. = 61.2 ///� 59.6 TC �o 0 4, 59.1 r 60. :_>;:: .:• ;.::.. ' :'.60•;8.:' ....... . NEW SD INLET NO. 4 61 • 61.8 0 60. 20' DRAINAGE EASEMENT 61 2 - -- 59.8 TC TYPTOPE 60.5 �� 1.8 TC o r 9.3 :.: ;.. . c, � 61.2 . .. E. INV. = 55.4 - N. INV.- 55.4 0 � co 0 61.2 TC NEW SD 191NLEf N0. 5 ® ohv� � y �, N 60.8 TYPE C c0, 61._ 60.6 TC h 0 0 ° o° r� �n 60.4 TOP = 60.1 60.1 4' _ 59.5 TC N. INV. - 56.1 _ TO TE E CALCULATION - 59.0 W. INV.= 55.2 0 61.8 TC _ 59.95 S. INV.- 55.2 - TOTAL IMPERVIOUS AREA = 165,164 S.F. 61.3 61.2 h 58.6 FRU = •165,164 S.F. / 2126 S.F. = 78 ERU - a 60.9 SLOPE ' TO MATCH 59.3 TC -- 58.8 o p,, ' • CONC. WALK TO - 61.2 ASPHALT PAVEMENT h�� \ ST T MANAGEMENT NEW VALLEY GUTTER i 61.5 TC 59.8 c� MATCH EXIST. S -Y 61.0 / 6 .0 61.2 61.`L 60.7 61.1 58.8 58.8 l THE PROJECT IS PART OF SEMINOLE TOWN CENTER GRADE (62.6+) e P -} ! • 59.4 O L`�° L�"' os MASTER DRAINAGE SYSTEM. PERMITED BY CITY OF SANFORD :•: 59.70 v? 78 LF SD 18" 61 2 61.1 TC 61.2 61. 61.2 - �GQ \ �� h AND SJRWMD WHICH ALLOWS 75% IMPERVIOUS AREA. RCP ® 0.3% / 60.9 TC 60.6 2� 59.2° PERMIT NO. 40-117-22391-2 ( 4-117-0369 AM) 60.4 S 60. TC �„ �. 62.5 TC 60.3 h L T ES - 67 L SD 18 RCP ®0.4% •":...... � ,:w�;.t..;. •. ... 61.8 fC ,: : 1N �.6 S� `� 1`� 4,��, � ®o, 62.0 0 oo t o '� ' : 60.5 59.50 60.5 TC . , �o 3 5U' G p n SD 8 P C ��r; r � d r 60. TC TOP = 62.33' 61.3 TC 1 0 5 LF SD 24" HDPE ® 0.3% 60.0 1. ALL DISTURBED AREAS SHALL BE SODDED. BOTTOM = 55.78' w 60'8 00 �� o°ti sy 60.0 �`L��� 2 & COMPLY WITH FLORIDA ONRIDAADEPT. OFF TRANSPORTATION ROADWAY (FULL OF WATER) 62.0 hj 2 LF S� 1 NDP ®0 3� 59.8 60.0 S NEW SD INLET N0. 9 TYPE "C" INLET = INDEX No. 232 61 • 0 0 59.8 60.2 T TYPE C TYPE "E" INLET = INDEX No. 232 60. 60.9 TC 60.9 TC 59.7 TOP = 58.4 Sb 62.8 60.7 g o� ` 60.4 60.4 N. INV. = 53.7 TYPE FTYPE>, INLET = INDEX No. 232 J6 h / 61.8 4 ho �o' 60.6 TC h`' TYPE '�/" INLET =INDINLET = EX No: 232 °��y� 61.4 '� 61.7 TG 61.0 TC 60 6 60.1 ° 59.7 / S.W. INV. = 53.7 EX No 221 60.5 h MITERED END SECTION = INDEX No. 272 62.7 TC n 61.2 v NEW SD INLET N0. 8 TYPE "P" & "J" MANHOLE = INDEX No. 200 & 201 EXIST, SD INLET 62.2 f. °y vo �` �0 6° 459.53' P&M SET 5/8" I.R. TYPE "C>, TOP = 62.42' = ' �° S 86'30'46" W LB #4475 TOP = 59.00 3. ALL STORM DRAIN INLETS LOCATED IN VEHICULAR TRAFFIC BOTTOM = 54.47" o - E. INV. = 53.0 AREAS SHALL RECEIVE A STEEL ANGLE GRATE SEAT. ALL (FULL OF WATER) bti� .--_�.-----`""`�� 6000 C h�?' `�� �" 59 U, W. INV. = 52.5 GRATES SHALL BE TRAFFIC RATED. !-- h cn NEW SD INLET N0. 7 NEW SD INLET NO. 6 �v hyh v o� `� CPA TYPE D 4. ALL RCP PIPE USED FOR STORM DRAINAGE SHALL BE CLASS III OR HIGHER. `a LBT#447p5 OPE=C60 4 � �v w 13 ` -TOP = 59.5 a 5. SEE SHEET C001 FOR EROSION & SEDEMENTATION CONTROL NOTES. h E. INV. = 52.0 L E G E IN D E. INV. = 55.0 41'' "a S. INV. = 51.5 6. THE STORM WATER DRAINAGE SYSTEM (PIPES, INLETS, SWALES AND PONDS, ECT.) rte, N. INV. = 55.0 ti EXIST, WILL BE MAINTAINED BY THE ASSOCIATION/PROPERTY OWNER. W. INV. = 54.6 N INV. = 55.5 7. CONTRACTOR MAY UTILIZE HIGH DENSITY POLYETHYLENE PIPE (N12) IN PARCEL: 32-19-30-5MR-2300-0000 41 L 97.70 LIEU OF RCP WITH GASKETED INTEGRAL BOLT & SPIGOT. HDPE PIPE SHALL os FINISH GRADE x�° BE N-12 MEFfING ASTM F 2736. ' - MES INV. = 51.0 8. POURED INVERTS AND CHAINS TO ANCHOR GRATES ARE REQUIRED AT ALL INLETS. o�. EXIST. SD ��,��' �o� �� FLOW PATTERN �\-- v�. INV = 54.11 T® RETENTION EDGE OF WATER EXIST. INV. = 48.59' CONTOUR ---100--_- 100 LET POND 3A�v. 3-5-08 REM AND OREPLACE WVE EXIST. ITH STORM DRAIN INLET TYPE V INLET (SEMINOLE TOWN CENTER) STORM DRAIN MANHOLE O URBAN DESIGN PLANNING ENGINEERING w PER FDOT INDEX 221 WATER EL. 53.7 (3-5-08) STORM MITERED END SECTION STORM DRAIN LINE SD 1r3°° SKConsortium, Inc. �a r•v f �r% a� .o =o I�w lii � k' i k .1��`• o a� .o =o � =4 9 EO LL ro � v a� �v � m 0 0 O E2 LL Lu to U 2 C) 0 < N O FND 4"x4" CM NO SET 5/8" I.R. -�i� qq7� LB # 'o 4475 p p��,R `oc, p �� pppp r pB pP 3'9 Z0� 00' EXIST. SIGN 119 p s> e'84,,�, GS y LNB 3 D. 5 8" IR Q FND. N&D LB # 3556 FND. 5/8" IR NO # SITE BENCHMARK # 2 "BOX CUT ON CURB ELEVATION = 63.30 SET N&D LB #4475 U Q N 0 corm rrl w:- � � m c�7m� I"+`I m PQ z a' 191 i;ll O NEW FIRE HYDRANT ACCCAARI V PARCEL: 32-19-30-5MR-2100-0000 E] EX9 f EXIST. TmCT 1 SITE BENCHMARK # 1 SEMINOLE TOWNEC E T "BOX CUT ON CURB PB 47, P -10 ELEVATION 59.40 ACCESS ESMT ORB 3001, PG 1473 //N 89°47'37" E 567.52' MEAS INTERNAL ACCESS ROAD EASEMENT FOR THE BENEFIT OF SEMINOLE TOWNE 00 CENTER LIMITED PARTNERSHIP cr PB 49 PGS 27-29 --'---------- -- ---- .... - ------------------------------------ ---- -- --- -- ------ ---- ----- - ------- ML WL RWRL -NEW SS M.H. NO. 1 TOP = 60.4 S. INV. = 55.0 E. INV. = 54.90 0 0 0 203 LF SS 8 PVC @ 0.5% 95 LF SS 6" PVC ® 1 % NEW SS SAMPLING BOX (PER CITY OF SANFORD) TMCT 1200 GALLONS OIL/WATER SEPARATOR SEE PLUMBING PLANS NEW SS CLEANOUT TOP = 61.00 INV. = 56.00 NEW BLDGL F. F. = 61.20 POST INDICATOR VALVE E/P C4;1 103 LF SS 8" PVC 0 0.5% MIN. NEW SS M.H. NO. 2 TOP = 59.30 W. INV. = 53.0 S. INV. = 54.0 E. I NV. = 52.50 70 LF SS 6" PVC ® 1% MIN. 15' x 20' UTILITY N FN'# 4"x4" CM I CD C 0 EXIST. SS M.H. TOP = 58.84' r N INV = 50.19 L 'E N D" CORE EXIST. M. . a: & CONNECT NE oa cb [L SS 8" PVC S.W. INV. = 52 00 NEW REBENCH EXIST. MANHOLE PER CITY OF SANFORD CLEAN-OUT REQUIREMENTS a NEW BUILDING 44,000 SF SANITARIY SEWER LINE SSSS CONSTRUCTION CLASS w 2 URBAN DESIGN PLANNING ENGINEERING 41 z OCCUPANCY FACTOR W PARCEL: 32-19-30-5MR-2300-0000 r_ 0 rn NET FIRE FLOW 2880 GPM 0 15' 30' 60' 1 inch = 30 ff. � .meq ESMT EWORN?,� CONp� 1940) T 15 (ORS 2 12Q9, PGS 27-L9i a 00 PER NEW FIRE' HYDRANT ASSEMBLY 15 2862, 1.5" IRRIGATION SERVICE SEE IRRIGATION PLANS FOR CONTINUATION I" IRRIGATION METER 1.5" WET TAP TO EXIST. RW 8" 8" WET TAP TO EXIST. W 12" w/ TAPPING VALVE & SLEEVE 50.00, LIGHT POLE t LP RECLAIM WATER RCW A w� CD C 0 ,. Wl�i ...... L 'E N D" a: "M CALMLATI"NS oa cb [L EXIST. NEW NEEDED FIRE FLOW -ISO METHODOLOGY CLEAN-OUT CO®CO a NEW BUILDING 44,000 SF SANITARIY SEWER LINE SSSS CONSTRUCTION CLASS IIB (NON-COMBUSTIBLE) 2 URBAN DESIGN PLANNING ENGINEERING OCCUPANCY FACTOR C-3 (COMBUSTIBLE) PARCEL: 32-19-30-5MR-2300-0000 SANITARY SEWER MANHOLE 0 o NET FIRE FLOW 2880 GPM SS CLEANOUT NET FIRE FLOW REQUIREMENTS X 0.5 (50% FOR FIRE SPRINKER) 1440 GPM 1053 N. ORLANDO AVE.m SUITE 3 9 MAITLAND A, FLORIDA 32751 Fm 0 C.O. TI FIRE HYDRANT FHEXIST. FH FLORIDA FIE PREVENTION CODE rr"OND 3A WATER LINE W W FROM ANNEX H TABLE H.5.1 3000 GPM TRACT OVERHEAD POWER OE 50% REDUCTION FOR FULLY SPRINKELERED BLDG PER SECTION H.5.1 1500 GPM NET FIRE DEMAND . 1500 GPM (SEMINOLE TOWN CENTER) SEPTIC TANK 0 FIRE HYDRANT CREDIT (PER TABLE 1 -3 -ANNEX 1) FLOW CREDIT WATER EL. 53.7 (3-5-08) ASPHALT PAVEMENT FIRE HYDRANT FLOW CREDIT 1000 GPM FOR EACH HYDRANT AT 300 FT. FROM BLDG. MIN. FIRE HYDRANT REQUIRED (WITHIN 300 FEET) 2 FIRE HYDRANTS PROVIDED 2 CONCRETE WALK AVERAGE SPACING REQUIRED: 500 FEET ACTUAL: 300' POWER POLE � PP MAX. DISTANCE FROM ANY POINT ON BLDG REQUIRED: 300 FEET ACTUAL: 150' LIGHT POLE t LP RECLAIM WATER RCW A w� CD C 0 ,. Wl�i Etiu a: .0 oa cb [L UTILITYRoom= 1. DURING ALL UNDERGROUND CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROVIDING APPROPRIATE CLEARANCES FROM ANY PROPOSED OR EXISTING UTILITIES OR STRUCTURES, AS REQUIRED BY THE PLANS, SPECIFICATIONS, UTILITY AUTHORITY, AND ANY GOVERNING AGENCY. THE CONTRACTOR MUST NOTIFY THE U. ARCHITECT IMMEDIATELY IF THE APPROPRIATE CLEARANCE IS NOT AVAILABLE, 2. CONTRACTOR IS TO VERIFY HORIZONTAL AND VERTICAL LOCATION OF ALL U/G UTILITIES PRIOR TO START OF CONSTRUCTION. 3. ALL WATER MAIN MATERIALS AND APPURTENANCES SHALL CONFORM TO AND SHALL BE INSTALLED, TESTED AND CLEARED FOR SERVICE IN ACCORDANCE WITH THE CITY OF SANFORD UTILITIES AND FLORIDA DEPARTMENT OF ENVIRONMENTAL 0 PROTECTION REQUIREMENTS. LL 4. THE CONTRACTOR SHALL PERFORM HYDROSTATIC TESTING OF ALL NEWLY -INSTALLED WATER DISTRIBUTION SYSTEM IN ACCORDANCE WITH AWWA STANDARD C600 FOR DUCTILE -IRON PIPE. TESTING SHALL BE IN ACCORDANCE WITH AWWA MANUAL M23 FOR PVC PIPE. 5, THE CONTRACTOR SHALL DISINFECT ALL SECTIONS OF THE WATER DISTRIBUTION THEREOF FROM THE LOCAL WATER UTILITY, ENGINEER OF RECORD, AND FDEP, PRIOR TO PLACING IN SERVICE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO OBTAIN COPIES OF -THE FDEP WATER AND SEWER PERMITS FROM THE OWNER AND MAINTAIN THEM ON THE JOB SITE AT ALL TIMES. DISINFECTION OF THE WATER DISTRIBUTION SYSTEM SHALL BE IN ACCORDANCE WITH THE FDEP WATER PERMIT, AND RECEIVE APPROVAL PERFORMED IN ACCORDANCE WITH AWWA 651 "DISINFECTING WATER MAINS. 6. ALL POTABLE WATER MAIN MUST BEAR THE "NSF" LOGO. WATER MAIN SHALL BE PER AWWA C-900, DR -18. FIRE MAINS SHALL BE PER AWWA C--900 DR -14 AND MUST BE INSTALLED AND TESTED IN ACCORDANCE WITH NFPA 24. s 7. CONTRACTOR TO COORDINATE WITH UTILITY COMPANIES PRIOR TO ANY CONSTRUCTION ACTIVITY FOR DIG PERMITS, ELECTRICAL PERMITS OR OTHER PERMITS AS APPLICABLE. CONTRACTOR IS TO COORDINATE FULLY WITH UTILITY COMPANIES ON EXACT LOCATION OF UNDERGROUND UTILITIES PRIOR TO EXCAVATION, GALL SUNSHINE A MIN. OF 48 HOURS BEFORE DIGGING (1-800-432-4770). 8. THE LOCATIONS OF ALL EXISTING UTILITIES AND STORM DRAINAGE SHOWN ON THE LmL PLANS HAVE BEEN DETERMINED FROM AVAILABLE INFORMATION AND ARE GIVEN FOR THE CONVENIENCE OF THE CONTRACTOR. THE OWNER OR ENGINEER ASSUMES NO ui RESPONSIBILITY FOR INACCURACY. PRIOR TO THE START OF CONSTRUCTION, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE VARIOUS UTILITIES AND TO MAKE THE NECESSARY ARRANGEMENTS FOR ANY RELOCATION OF THESE UTILITIES WITH THE UTILITY COMPANY, THE CONTRACTOR SHALL EXERCISE CAUTION WHEN CROSSING ANY UNDERGROUND UTILITY. EXISTING UTILITIES WHICH INTERFERE WITH THE PROPOSED CONSTRUCTION SHALL BE RELOCATED AS DIRECTED ON -THE PLANS. 9. THE CONTRACTOR SHALL LOCATE AND VERIFY ALL HORIZONTAL AND VERTICAL U) LOCATIONS OF EXISTING UTILITIES PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IN WRITING OF ANY DISCREPANCIES PRIOR TO STARTING CONSTRUCTION. 10, ALL PROPERTY AFFECTED BY THIS WORK SHALL BE RESTORED TO A CONDITION EQUAL TO OR BETTER THAN EXISTED UNLESS SPECIFICALLY EXEMPTED BY THE PLANS. THE 06 COST FOR SUCH RESTORATION SHALL BE INCIDENTAL TO OTHER CONSTRUCTION AND NO EXTRA COMPENSATION WILL BE ALLOWED. 11. A 48-HOUR NOTICE WILL BE GIVEN TO THE ENGINEER OF RECORD AND THE CITY OF SANFORD INSPECTORS PRIOR TO TESTING ANY UTILITY SHOWN ON THESE PLANS. 0. 0 w 12. WHEN TRENCH EXCAVATION EXCEEDS (5) FEET IN DEPTH: A. CONTRACTOR SHALL CONFORM TO OSHA STD. 29CFR, SECTION 1926.650, U) B. THE CONTRACTOR SHALL PROVIDE WRITTEN ASSURANCE OF COMPLIANCE WITH THIS LAW. C. TRENCH SAFETY SYSTEM SHALL BE BY THE CONTRACTOR. 13. SOLID WASTE SERVICES PROVIDED BY CITY OF SANFORD. 14. DURING ALL UNDERGROUND CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROVIDING OF THE APPROPRIATE CLEARANCES FROM ANY PROPOSED OR EXISTING UTILITIES OR STRUCTURES, AS REQUIRED BY THE PLANS, SPECIFICATIONS, UTILITY AUTHORITY, ui AND ANY GOVERNING AGENCY. THE CONTRACTOR MUST NOTIFY THE ENGINEER IMMEDIATELY IF THE APPROPRIATE CLEARANCE IS NOT AVAILABLE. 15. CONTRACTOR IS TO VERIFY LOCATION OF ALL U/G UTILITIES PRIOR TO START OF CONSTRUCTION. 16. NEW OR RELOCATED UNDERGROUND WATER MAINS SHALL BE LAID TO PROVIDE A HORIZONTAL DISTANCE OF AT LEAST SIX FEET AND PREFERABLY 'TEN FEET BETWEEN THE OUTSIDE OF THE WATER MAIN AND THE OUTSIDE OF ANY EXISTING OR PROPOSED GRAVITY OR PRESSURE TYPE SANITARY _ SEWER, STORM SEWER, WASTEWATER FORCE MAIN, OR PIPELINE CONVEYING RECLAIMED WATER NOT REGULATED UNDER PART III OF CHAPTER 62-610, FAC; THE MINIMUM HORIZONTAL SEPARATION DISTANCE BETWEEN WATER o k MAINS AND THE GRAVITY TYPE SANITARY SEWERS SHALL BE REDUCED TO CD I THREE FEET WHERE THE BOTTOM OF THE WATER MAIN IS LAID AT LEAST r C� 0 SIX INCHES ABOVE THE TOP OF THE SEWER. U cr) 17. NEW OR RELOCATED UNDERGROUND WATER MAINS CROSSING ANY EXISTING OR PROPOSED GRAVITY OR VACUUM TYPE SANITARY SEWER SHALL BE LAID SO THE OUTSIDE OF THE WATER MAIN IS AT LEAST SIX INCHES AND PREFERABLY 12 INCHES ABOVE OR AT LEAST 12 INCHES BELOW THE OUTSIDE OF THE OTHER PIPELINE, IT IS PREFERABLE TO LAY THE WATER o MAIN ABOVE THE OTHER PIPELINE. V -j - NEW OR RELOCATED UNDERGROUND WATER MAINS CROSSING ANY EXISTING c =a EXISTING OR PROPOSED PRESSURE TYPE SANITARY SEWER, WASTEWATER OR STORM WATER FORCE MAIN OR PIPELINE CONVEYING RECLAIMED WATER SHALL BE LAID SO THE OUTSIDE OF THE WATER MAIN IS ATLEAST 12 INCHES s " ABOVE OR BELOW THE OUTSIDE OF THE OTHER PIPELINE. HOWEVER IT IS o c m PREFERABLE TO LAY THE WATER MAIN ABOVE THE OTHER PIPELINE. 18. AT THE UTILITY CROSSINGS DESCRIBED ABOVE, ONE FULL LENGTH OF WATER v � MAIN PIPE SHALL BE CENTERED ABOVE OR BELOW THE OTHER PIPELINE SO THE WATER MAIN JOINTS WILL BE AS FAR AS POSSIBLE FROM THE OTHER PIPE LINE. ALTERNATIVELY AT SUCH CROSSINGS, THE PIPES SHALL BE h m ARRANGED SO THAT ALL WATER MAIN JOINTS ARE AT LEAST THREE FEET CIO FROM ALL JOINTS IN VACUUM TYPE SANITARY SEWERS OR PIPELINESy CONVEYING RECLAIMED WATER REGULATED UNDER PART III OF CHAPTER 62-610, FAC, AND AT LEAST SIX FEET FROM ALL JOINTS IN GRAVITY OR PRESSURE TYPE SANITARY SEWERS, WASTEWATER FORCE MAINS OR PIPELINES CONVEYING RECLAIMED WATER NOT REGULATED UNDER PART IIII OF CHAPTER 62-610, FAC. E 19. FIRE LANE STRIPING SHALL BE THERMOPLASTIC. 20. ALL BACKFLOW DEVICES SHALL REQUIRE PIPE RISERS AND BE SECURELY ANCHORED. co 21. UTILITY EASEMENT SHOWN SHALL BE RECORDED PRIOR TO CO. TELEPHONE 407-629-4288 N FACSIMILE 407-629-1656 0 EB# 7080 CD C 0 LI- 8 Q G 000 2 URBAN DESIGN PLANNING ENGINEERING ' a o SKConsorfium, 1053 N. ORLANDO AVE.m SUITE 3 9 MAITLAND A, FLORIDA 32751 Fm TELEPHONE 407-629-4288 N FACSIMILE 407-629-1656 0 EB# 7080 H LANDSCAPED AREA, REFER TO LANDSCAPE PLANS FOR PLANTING VEGETATION TYPE. LANDSCAPED AREA, REFER TO LANDSCAPE PLANS FOR PLANTING VEGETATION TYPE. LANDSCAPED AREA, REFER TO LANDSCAPE PLANS FOR PLANTING VEGETATION TYPE. CURB ,CONCRETE PATTERN DETAIL F SCALE: 1/8" = V—O" to C) 9 co co (D (D LU 05 U_ ci ,c: 2 2 cl < Ln kc) CURB in CURB LANDSCAPED AREA, REFER TO LANDSCAPED AREA, REFER TO LANDSCAPE PLANS FOR to LANDSCAPE PLANS FOR PLANTING VEGETATION TYPE. PLANTING VEGETATION TYPE. c I DO -ko :U -: REFER TO IVIL AM S 'REFEW -DRAM bR TO CIV L DRAWIN GS- -U-) FOR-CONC TE Fid- CONCRET SPECIFICATIONS- I S-100 —0': -5'—. 0"' _'5 - - - � 6" 6"-' 5" — 5'-0-- '4'�Olo 51 5. —ow I . . CURB El �M 0 0 ,CONCRETE PATTERN DETAIL F SCALE: 1/8" = V—O" to C) 9 co co 2 0 (D (D LU 05 U_ ci ,c: 2 2 cl < FNDNO '# 4"x4 F ",/Oq 0,f-/�1q LBT#4475 I.R. Ao��` (Oc meg, d 0 4 N p�o�g/A op /01 69 /c4/ /00' EXIST. SIGN -- � 11g GS 2j�29 FND. 5/8" IR - LB # 3556 NEWTOP SIGN & SIGN POST (TYP) SEE DETAIL 14/C401 FND, N&D LB # 3556 NEW 24" STOP BAR (TYP) c NO #5/8" IR NEW VALLEY GUTTER SEE DETAIL 2/C402 NEW 4" WHITE STRIPING (TYP) a o Go Y 6542.12 nnorn['1. 70 1n zn—rwnp_,)mn_nnnn `— NEW STOP SIGN & SIGN POST (TYP) \ SEE DETAIL 14/C401 NEW 24" STOP BAR (TYP) NEW VALLEY GUTTER (TYP) SEE DETAIL 2/C402 PARCEL: 32-19-30-5MR-2300-0000 EXIST. TRACT 23 (SEMINOLE TOWN CENTER) WATER EL. 53.7 (3-5-08) DETAILS 5 & 5A/C401 TRACTi1. t 18 L TOWNE CENTER REPLAT ACCESS ESMT NEW DUMPSTER ENCLOSURE SEE DETAIL 12/C401 & ARCH. PLANS 0 P&M SET 5/8" I.R. LB #4475 —NEW CONC. CURB (TYP) SEE DETAIL 9/C401 X 3351.90 5 /FNDNO ' 4"x4" CM I �3 PROPOSED ID JIGI ASPHALT PAVEMENT CONCRETE WALK STRAIGHT CURB RIBBON CURB 0 15' 30' 60' 1 inch = 30 ft. CONSTRUCTION ESM P�Y612, pG 194C jOR pER PB 49, pG5 27�2gi HANDICAP RAMP (TYP.) SEE GENERAL NOTES NEW CONC. SIDEWALK SEE DETAIL 8/C401 NEW STOP SIGN & SIGN POST (TYP) SEE DETAIL 14/C401 NEW 24" STOP BAR (TYP) IT DATA - SITE AREA: 5.796 ACRES ZONING: PD ADJACENT ZONING & USAGE: NORTH: PD - MALL, QUICK LUBE TIRE CENTER & VACANT COMMERCIAL EAST: PD - COMMERCIAL & VACANT COMMERCIAL SOUTH: PD - VACANT COMMERCIAL WEST: PD - MOVIE THEATRE FUTURE LAND USE: AIRPORT INDUSTRY & COMMERCE EXISTING USE: VACANT PROPOSED USE: AUTO DEALERSHIP & SERVICE TOTAL AREA: = 252,476 S.F. = 5.79 AC. BUILDING AREA: = 43,905 S.F. PAVEMENT AREA: = 121,259 S.F. = 2.79 AC. IMPERVIOUS: = 3.8 AC. = 65.6% <75% PERVIOUS: = 1.99 AC. 34.4% INTERIOR LANDSCAPE REQUIREMENTS: INTERIOR PAVEMENT AREA: = 119,960 S.F. 10% REQUIRED LANDSCAPE: 11,996 S.F INTERIOR LANDSCAPE PROVIDED: = 14,866 S.F. BUILDING DATA: MAX. BLDG HEIGHT = 35 FT BUILDING SETBACKS: FRONT (EAST) = 50' SIDE (STREET) = 50' REAR (STREET) = 50' SIDE = 20' SIGN SETBACKS: EQUAL TO SIGN HEIGHT NOTE: SIGNAGE WILL REQUIRE SEPARATE BLDG. PERMIT IN COMPLIANCE WITH SCHEDULE U AND K. PARKING REQUIRED AUTOMOBILE DEALER: 1.5 PER PERSON EMPLOYED NO. OF EMPLOYEES = 48 PARKING REQUIRED = 72 OR 2 PARKING SPACES + ONE ADDITIONAL SPACE FOR EACH 1000 S.F. OVER 4,000 S.F. BLDG. AREA 44,000 40,000 S.F./1000 = 40 40 + 2 = 42 SPACES ARKING REQUIRED: = SPALL PARKING PROVIDED NEW VEHICLE DISPLAY = 79 SPACES PRE -OWNED VEHCLE DISPLAY = 65 SPACES REGULAR EMPLOYEE = 36 SPACES SERVICE/EMPLOYEE = 12 SPACES SERVICE = 6 SPACES LOANER VEHICLES = 21 SPACES CUSTOMER PARKING = 14 SPACES DEMO UNITS = 6 SPACES *TOTAL 239 SPACES * INCLUDES 4 ADA ACCESSIBLE PARKING GENER 0' 1. TRAFFIC MARKINGS NOTES: A. ALL DRIVEWAYS EXITING ONTO ANY PUBLIC OR PRIVATE STREET MUST HAVE A TRAFFIC CONTROL DEVICE (30" STOP SIGN MOUNTED 7' ABOVE THE PEDESTRIAN VEHICLE TRAVEL WAY (MEASURED FROM BOTTOM OF SIGN) AND THROUGHOUT THE SITE AS NECESSARY FOR SAFETY. B. ALL SIGN INSTALLATIONS SHALL COMPLY WITH SIZE, LOCATION AND HEIGHT (7') AS OUTLINED IN THE °MUTCD." C. PAVEMENT MARKINGS - GENERAL PRINCIPLES (SECTION 3A-5): 1. PARKING LOT PAVEMENT MARKINGS SHALL BE WHITE THERMOPLASTIC (DIRECTIONAL ARROWS, STOP BARS, LINES DESIGNATING PARKING SPACES AND HANDICAPPED PARKING SYMBOLS). D. ALL HANDICAPPED PARKING SPACES MUST BE LEGALLY SIGNED WITH ONE REGULATION HANDICAP SIGN AND ONE WHITE PAVEMENT MARKING SYMBOL PER SPACE. E. A 24" STOP BAR SHALL BE PROVIDED AT ALL POINTS OF EGRESS IN CONFORMANCE WITH FDOT #17346, DRAWING #3 OF 8. 2. HANDICAP RAMPS SHALL COMPLY WITH FLORIDA DEPARTMENT OF TRANSPORTATION ROADWAY AND TRAFFIC DESIGN STANDARDS INDEX NO. 0304. RAMPS SHALL HAVE TRUNCATED DOME WARNING SURFACE PER CITY OF SANFORD. G�EOMEETRY NOTES, 1. ALL SURVEY DATA USED AND CONDITIONS ASSUMED TO BE PRESENT IN PREPARATION OF THESE PLANS WAS PROVIDED BY ACCURIGHT SURVEYING, INC. 2. ALL PAVEMENT OFFSETS, RADII AND DIMENSIONS SHOWN ARE TO PROPOSED EDGE OF PAVEMENT/ FACE. OF BUILDING/ CURB, UNLESS OTHERWISE NOTED. 3. THE CONTRACTOR SHALL STAKE ALL IMPROVEMENTS USING THE GEOMETRIC DATA PROVIDED. IT IS THE CONTRACTORS SOLE RESPONSIBILITY TO COMPLETELY STAKE AND CHECK ALL IMPROVEMENTS TO ENSURE ADEQUATE POSITIONING, BOTH HORIZONTAL AND VERTICAL, PRIOR TO THE INSTALLATION OF ANY IMPROVEMENTS. I II, i I, L'. ny Y .m a r�v 0 OL B r. 4 0 Co I ny Y .m a r�v b a r. y 0.0 TRACT I J'p EXIST. SD M.H. NEW SD INLET N0. 1 SIVE BENCIMARK # 1 EXIST. SD INLET w�� TOP = 62.44' TYPE "C" LE T CE T '" BOX CUT ON CURB 0f` � NW INV = 53.10' TOP = 60.00 ELEVATION = 59.40 TOP = 59.06' E INV = 53. ' / S. INV. = 56.20 p N INV = 52.51' SD 30"-•'-`"- EXIST. SD M.H. ACCESS ESMT TOP = 60.48' END. 4"x4" CM PARCEL: 32-19-30-5MR- 00-0000 ORB 3001, PG 1473 E INV (12°' PVC) = 53.38' W INV (12" PVC) = 53.20' NO 0 15' 30" 60'LL (UNDERDRAIN STAMPED ON LID) 4 >° E T. E/N° yeti o© ob`- �� �'�� ` ` �• `��''------- `' �� N 89°47'37" E 567.52' MEAS a 1 inch = 30 gt. ti o oma. ,` Nb ' 4"0" EX P w ,�_ ° y ° `�1 ---__ _ - - �� - �- ----- - -? -- y^ XIST, `' °�'' EXIST. SD INLET ---- --- - - -- _ .__ - --- _ -- - ° TOP DIN ' - - -- - _ - h 4y _ Ly ----- EXIST. E o� - ? Q o �� NEW SD INLET NO. 2 INTE0IAL ACCESS ROAD EASEMENT FOR - N INV = 51.16 NEW SD INLET NO. 11 h� o TYPE "C" THE BENEFIT OF SEMINOLE TOWNE TOP = 60.6 CENTER LIMITED PARTNERSHIP o wy Q -' TYPE ^ E" �,�`' INV. - 56.80 0°° o PB 49;�0GS 27-29 4� w �� -� �� f EXIS E P A �-_ - '10,9/0,10 `f p� q�'0,f� �T SET#5/8 I.R. ° °� - .,,_-ao58.5 _ _ �. �y°--------------- __ _ \°� n �o� S. INV. = 54.75 0. z � � LB 4475 FOC,, ��0P o�°° �1° L�---------------- 00')° h o- y o y 0 7 o o " °,' -- /c q�0 10, Acc �9 y N cs, ° 61.0 TC 61.4 TC 61.2 TC 61.1 TC � 60.6 TC 60.0 TC �, 59.5 TC �^� �° 4 . �� �� 4j ' $9 �� �/r a � I 60.5 TC 59.9 TC , 60.5 60.9 60.7 60.6 60.1 0 59.5 59.4 59.0 END. 5 8" IR w 6 .0 TC 60.1 .50 59.05 9 LB # 3556 ° ' 60 5 �,® ADA RAMP. r 9 <n .,.� 6" DROP P IN 6' 59.4 TC 59.5 TC x 60.4 60.05 58.65 N 0' DRAINAGE SEE GEN. NOTES ON 58 59.0 J � I � ca M ENT C101 'b 00 60.95TC 60.05 J �'60.5TW 59.8 T 61.0 TC 61.`2 TC 61.OTW 59.6 59.3 / 60.45 20 0 60.5 `� ` 60.7 60.5 �� - 60.0 59.6 TC 58.65 °�, i w' F 1. 60.8 ��� 59.1 LL 61.0 I w '� ®� NEW SD INLET NO. 10(D 60..1.5 60.65 END. N&D (f ti, �o� / 59.8 TYPE ' C" � I LB 3556 ....,��� TOP - 58.5 62.5 TC �. .., :..°: 59.80 59.8 NEW VALLEY GUTTER 62,0 :, ... ` :.; .: ` . fi0.8. . .. `.... `.,' ` 60.6 _ N. INV. = 54.3 59.0 � 59. MATCH EXIST. ;..:.. ;::.::.., , ui 22 SD 15 0.3% __-- -- �i LF RCP ® 61.2 _�- 1 S. INV. = 54.3 0 GRADE (62.7±) r�'� a °� _--- _-- ,� 60.0 TC 1.5. --- �' 59.5 END. 5/8 IR ��-. a 61.2 �' a NO # 60.9 60.8 0 61.2 TW EXIST. SD INLET'S �L R` ` �-- �' S� - 60.7 CT 61.2 60.7 I �� oo TOP = 62.76' ( P . ` ..: 60.9 TC Qg 63.0 62'0 61. NEW SD INLET NO. 3 60.4 / t i I, BOTTOM = 58.28' "C" (FULL OF WATER) �ti, 62.2 60.9 ° TYPE_C 61.2 59.5 TC ° 4�. ho TOP-60.6 59.006 N. INV. = 56.7 �` SITE BENCHMARK # 2 Sp �5" 61.5 S. INV. = 56.7 59.6 TC TOP T=S57 53' INLET "BOX CUT ON CURB °' 61.1 •2 . , :. 59.6 TC 59.1 C2 E INV = 51.80' ELEVATION = 63.30 62.5 TC 59.1 0 w ti� 62.0 62.5 TC EXIST. SD INLET ��' 62,0 60.7 TC TOP = 62.48' ti� 13 o�y �� 4 4 61.1 j 60.2 15" BOTTOM = 57.98 �� : I / S� (FULL OF WATER) �, 6 .0 ° 60.9 - � J8.7 REMOVE EXIST. INLET �3 °�,°� 62.1 TC QNEW BLDGL (� :.:. ' :: 59.8 59.6 TC o�. �,. 61.7 59.1 AND REPLACE WITH 61.6 � C, TYPE V INLET 61.2 F. F. = 61.2 r� ° 59.6 TC ®® 59.1 �a NEW SD INLET NO. 4 61. 61.8 0 60. 20' DRAINAGE EASEMENT 61.2 - 6®:8. r-- _- - �, 59.8 TC0 L.L z TYPE °C" c� �; 60.3 �-- 58.90 r 59.3 ` TOP =60.5 ED 1.8 TC ® 61.2 - _ _ ... N E. INV. = 55.4 1.3 61.7 TC I N. INV.= 55.4 �, �. - ca. NEW SD INLET NO. 5 ti �ti � 60.8 61.2 "C" 60.6 TC ti � TYPE C 61.2 :. �; :, .... 60.1 x' 60.4 w N PNV. 60.156.1 STO R ATER ERU CALCULATION- 59.0 59.5 TC W. INV.= 55.2 Q ` �� w 61.8 TC S. INV.= 55.2 _ :. 59.95 Q �, buy TOTAL IMPERVIOUS AREA = 165,164 S.F. _ �® 61.3 u, 61.2 0� 58.6 \ ERU = 165,164 S.F. 2126 S.F. = 78 ERU o �' 60.9 °O r, L. SLOPE TO MATCH "� 59.3 TC ` / o o w ( ' CONC. WALK TO 58.8 ` o 61.2 J ASPHALT PAVEMENT m.. �`� ST ATER MANAGE ENT 9CD 9 �, ...... 59.8 � � NEW VALLEY GUTTER � 61.5 TC � 61.2 60.7 61.1 :.. :.' ' ; �� 58.8 59,3 Mw�.o� a 0 m _- MATCH EXIST. k °® 61.0 6 .0 61.2 58.8 c� THE PROJECT I5 PART OF SEMINOLE TOWN CENTER �_ i ` . 59.4 p2 oM �;, MASTER DRAINAGE SYSTEM. PERMITED BY CITY OF SANFORD GRADE (62.6±) `� / ao 78 LF SD 18 61.1 TC 61,2 - ---- 59.70 �CQ ® 59 2 \o AND SJRWMD WHICH ALLOWS 75% IMPERVIOUS AREA. �; o- 60.9 TC 61.2 60.6 61.2 61. ��' "� �y�'� PERMIT N0. 40-117-22391-2 ( 4-117-0369 AM) �, RCP ®0.31 60 Q \. FS 60. TC ..;� '� cra �, 60.4 ` - ... \, �' h y .r. w a _✓ , n 61.8 TC �N� 5 .6 v� 62.5 TC 67 L SD 18" RCP @ 0.4% ° �� _ °° K�; . o �, Q 61.0 TW 60.3 59.50 60.5 TC Q � L0 GENERAL �ONTESw c Q' 62.0 , o ,.,� ;, 60.5 a - SD 8" P C z � r;� a o 60 _W 60 0 ���g 1. ALL DISTURBED AREAS SHALL BE SODDED. 61.3 TC ®1 0 �:. A....,: „ TOP - 62.33' o 145 LF SD 24 HDPE ®O.3% 1' `� g a 60.0 ' S 2. COMPLY WITH FLORIDA DEPT. OF TRANSPORTATION ROADWAY BOTTOM = 55.78' CO 60.8 oy o°- °°� - �" sy ro`L�� &TRAFFIC DESIGN STANDARDS FOR THE FOLLOWING: (FULL OF WATER) z 62.0 w12 LF S� 1 HDP ®0.3% 59.8 60.0 S NEW SD INLET NO. 9 61. „ ,,, TYPE "C" INLET =INDEX No. 232 ti 59.8 60.2 T� `��' TYPE ( TYPE "E" INLET = INDEX No. 232 60.9 TC -TOP = 58.4 ooh X41 60. 0'0 60.9 TC 59.7 i Ate- TYPE "F" INLET = INDEX No. 232 a .. �� 60.7 0 60.4 h N. INV. = 53.7 �.._ SQ J6., / 62.8 o- 60.6 TC 60.4 � - � h �h 61.8 61.4 :°° 60.6 l�C 60.1 '�-� 59.7 / 'S.W. INV. = 53.7 TYPE ;'F" INLET _INDEX No. 232 TYPE 'V' INLET INDEX No. 221 61.0 TC MITERED END SECTION = INDEX No. 272 m 61.7 TC 60'1 �° TYPE "P" & "J" MANHOLE = INDEX No. 200 & 201 62.7 TC � h'`� 61.2 60.5 °\ ,� ----� � � NEW SD INLET NO. 8 EXIST. SD INLET 62.2 o°. .°° SET 5/8 I.R. TYPE C °° - S 86°30 46 W 459.53 P&M LB #4475 0 � TOP = 62.42 -� �_ a -^ ��. TOP = 59.00 3. ALL STORM DRAIN INLETS LOCATED IN VEHICULAR TRAFFIC BOTTOM = 54.47' ---' - o `'� E. INV. = 53.0 AREAS SHALL RECEIVE A STEEL ANGLE GRATE SEAT. ALL f (FULL OF WATER) °�h /� _ '� �--- - X1.0 C �gw 4g�, -n �P W. INV. = 52.5 GRATES SHALL BE TRAFFIC RATED. /-' °° 60.5 ° ° ) NEW SD INLET NO. 7 �w 4. ALL RCP PIPE USED FOR STORM DRAINAGE SHALL BE CLASS III OR HIGHER. NEW SD INLET NO. 6 y ti SCl a Z ET N&D s TYPE "C" oo� �U `'�' �� �, TUP = 59.5 c LB #4475 ® TOP = 60.4 ° EEE 5. SEE SHEET C001 FOR EROSION & SEDEMENTATION CONTROL NOTES. 4>> vo E. INV. = 52.0 6. THE STORM WATER DRAINAGE SYSTEM (PIPES, INLETS, SWALES AND PONDS, ECT.) E. INV. = 55.0 ��`° 4,� 4; 'moo S. INV. 51.5 � N. INV. = 55.0 7 ti o EXIST. W WILL BE MAINTAINED BY THE ASSOCIATION/PROPERTY OWNER. � - �. W. INV. = 54.6 7. CONTRACTOR MAY UTILIZE HIGH DENSITY POLYETHYLENE PIPE (N12) IN �L. N INV. = 55.5 f PARCEL: 32-19-30-5MR-2300-0000 o° ^�` FINISH GRADE 2oz 0 97.70 LIEU OF RCP WITH GASKETED INTEGRAL BOLT & SPIGOT. HDPE PIPE SHALL Q L h as x - -� BE N-12 NETTING ASTM F 2736. MES INV. = 51.0 8. POURED INVERTS AND CHAINS TO ANCHOR GRATES ARE REQUIRED AT ALL INLETS. wv EXIST. SD ���° �w� FLOW PATTERN INV = 54.11' T® RETENTION CONTOUR -- --100- - 100 - ro POND 3A °o� 3-5-08 OF WATER XIST. INV. = 48.59 REMOVE EXIST. INLET STORM DRAIN INLET AND REPLACE WITH T (D (SEMINOLE TOWN CENTER) STORM DRAIN MANHOLE O I TYPE V INLET URBAN DESIGN PLANNINGENGINEERING PER FDOT INDEX 221 WATER EL. 53.7 (3-5-08) STORM MITERED END SECTION � Inc. � STORM DRAIN LINE SD SD 18" SKConsortium, 1053 N. ORLANDO AVE. SUITE 3 MAITLAND ® FLORIDA 32751 TELEPHONE 407-62.9-4288 m FACSIMILE 407-629-1656 EB# 7080 zo SET 5/8" I.R. 0 c/ Z. c p� 006 6g SIV p o EXIST. SIGN -- �,g � s> sfq� GS �? FND. 5 8" IR 9 LB # 3556 NMI FND. N&D LB # 3556 FND. 5/8" IR NO # DAPPF1• -�9_la_-n_,wR—glnn—nnnn TRACT I P1 t PG 0 ACCESS [SMT NOD.# 4'X4 CM I EXIST. SS M.H. TOP = 58.84' f NINV =50.19 CORE EXIST. M. . & CONNECT NE SS 8" PVC a S.W. INV. = 52 00 REBENCH EXIST. MANHOLE PER CITY OF SANFORD REQUIREMENTS 0 15' 30' 60' 1 inch = 30 ft. CANS -RUCTION ESQ\ IOY�Y 1940) ORB ��6PB1 G PGS 27-29) NP ENS L\�PG�I A�i 2g6�' 5,n IRRIGATION SERVICE / SEE IRRIGATION PLANS FOR CONTINUATION 1" IRRIGATION METER 1.5" WET TAP TO EXIST. RW 8" 8" WET TAP TO EXIST, W 12" w/ TAPPING VALVE & SLEEVE \__ 1.5" DOMESTIC WATER METER 2" REDUCED PRESSURE BACKFLOW PREVENTER 8" FIRE LINE BFP ASSEMBLY 8" FIRE DETECTOR ASSEMBLY SHALL SS CLEANOUT FIRE HYDRANT WATER LINE OVERHEAD POWER SEPTIC TANK ASPHALT PAVEMENT CONCRETE WALK POWER POLE LIGHT POLE RECLAIM WATER FHS —W- -OE— PP LP RCW 0 C.O. Ak FH FLORIDA FIE PREVENTION CODE W FROM ANNEX H TABLE H.5.1 50% REDUCTION FOR FULLY SPRINKELERED BLDG PER SECTION H.5.1 NET FIRE DEMAND FIRE HYDRANT CREDIT (PER TABLE 1 -3 --ANNEX 1) FIRE HYDRANT FLOW CREDIT MIN. FIRE HYDRANT REQUIRED (WITHIN 300 FEET) FIRE HYDRANTS PROVIDED AVERAGE SPACING MAX. DISTANCE FROM ANY POINT ON BLDG 3000 GPM FLOW CREDIT 1000 GPM FOR EACH HYDRANT AT 300 FT. FROM BLDG. 2 2 REQUIRED: 500 FEET ACTUAL: 300' REQUIRED: 300 FEET ACTUAL: 150' UTI LITY N fu"'TES 1 . DURING ALL UNDERGROUND CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROVIDING APPROPRIATE CLEARANCES FROM ANY PROPOSED OR EXISTING UTILITIES OR STRUCTURES, AS REQUIRED BY THE PLANS, SPECIFICATIONS, UTILITY AUTHORITY, AND ANY GOVERNING AGENCY, THE CONTRACTOR MUST NOTIFY THE ARCHITECT IMMEDIATELY IF THE APPROPRIATE CLEARANCE IS NOT AVAILABLE. 2, CONTRACTOR IS TO VERIFY HORIZONTAL AND VERTICAL LOCATION OF ALL U/G UTILITIES PRIOR TO START OF CONSTRUCTION. 3. ALL WATER MAIN MATERIALS AND APPURTENANCES SHALL CONFORM TO AND SHALL BE INSTALLED, TESTED AND CLEARED FOR SERVICE IN ACCORDANCE WITH THE CITY OF SANFORD UTILITIES AND FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION REQUIREMENTS, 4, THE CONTRACTOR SHALL PERFORM HYDROSTATIC TESTING OF ALL NEWLY -INSTALLED WATER DISTRIBUTION SYSTEM IN ACCORDANCE WITH AWWA STANDARD C600 FOR DUCTILE -IRON PIPE. TESTING SHALL BE IN ACCORDANCE WITH AWWA MANUAL M23 FOR PVC PIPE. 5. THE CONTRACTOR SHALL DISINFECT ALL SECTIONS OF THE WATER DISTRIBUTION THEREOF FROM THE LOCAL WATER UTILITY, ENGINEER OF RECORD, AND FDEP, PRIOR TO PLACING IN SERVICE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO OBTAIN COPIES OF THE FDEP WATER AND SEWER PERMITS FROM THE OWNER AND MAINTAIN THEM ON THE JOB SITE AT ALL TIMES. DISINFECTION OF THE WATER DISTRIBUTION SYSTEM SHALL BE IN ACCORDANCE WITH THE FDEP WATER PERMIT, AND RECEIVE APPROVAL PERFORMED IN ACCORDANCE WITH AWWA 651 "DISINFECTING WATER MAINS. 6. ALL POTABLE WATER MAIN MUST BEAR THE "NSF" LOGO. WATER MAIN SHALL BE PER AWWA C-900, DR -18. FIRE MAINS SHALL BE PER AWWA C-900 DR -14 AND MUST BE INSTALLED AND TESTED IN ACCORDANCE WITH NFPA 24. 7. CONTRACTOR TO COORDINATE WITH UTILITY COMPANIES PRIOR TO ANY CONSTRUCTION ACTIVITY FOR DIG PERMITS, ELECTRICAL PERMITS OR OTHER PERMITS AS APPLICABLE. CONTRACTOR IS TO COORDINATE FULLY WITH UTILITY COMPANIES ON EXACT LOCATION OF UNDERGROUND UTILITIES PRIOR TO EXCAVATION. CALL SUNSHINE A MIN. OF 48 HOURS BEFORE DIGGING (1-800-432-4770). 8. THE LOCATIONS OF ALL EXISTING UTILITIES AND STORM DRAINAGE SHOWN ON THE PLANS HAVE BEEN DETERMINED FROM AVAILABLE INFORMATION AND ARE GIVEN FOR THE CONVENIENCE OF THE CONTRACTOR. THE OWNER OR ENGINEER ASSUMES NO RESPONSIBILITY FOR INACCURACY. PRIOR TO THE START OF CONSTRUCTION, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE VARIOUS UTILITIES AND TO MAKE THE NECESSARY ARRANGEMENTS FOR ANY RELOCATION OF THESE UTILITIES WITH THE UTILITY COMPANY. THE CONTRACTOR SHALL EXERCISE CAUTION WHEN CROSSING ANY UNDERGROUND UTILITY. EXISTING UTILITIES WHICH INTERFERE WITH THE PROPOSED CONSTRUCTION SHALL BE RELOCATED AS DIRECTED ON THE PLANS. 9. THE CONTRACTOR SHALL LOCATE AND VERIFY ALL HORIZONTAL AND VERTICAL LOCATIONS OF EXISTING UTILITIES PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IN WRITING OF ANY DISCREPANCIES PRIOR TO STARTING CONSTRUCTION. 10. ALL PROPERTY AFFECTED BY THIS WORK SHALL BE RESTORED 'TO A CONDITION EQUAL TO OR BETTER THAN EXISTED UNLESS SPECIFICALLY EXEMPTED BY THE PLANS. THE COST FOR SUCH RESTORATION SHALL BE INCIDENTAL TO OTHER CONSTRUCTION AND NO EXTRA COMPENSATION WILL BE ALLOWED. 11. A 48-HOUR NOTICE WILL BE GIVEN TO THE ENGINEER OF RECORD AND THE CITY OF SANFORD INSPECTORS PRIOR TO TESTING ANY UTILITY SHOWN ON THESE PLANS. 12. WHEN TRENCH EXCAVATION EXCEEDS (5) FEET IN DEPTH: A. CONTRACTOR SHALL CONFORM TO OSHA STD. 29CFR. SECTION 1926.650. B. THE CONTRACTOR SHALL PROVIDE WRITTEN ASSURANCE OF COMPLIANCE WITH THIS LAW. C. TRENCH SAFETY SYSTEM SHALL BE BY THE CONTRACTOR. 13. SOLID WASTE SERVICES PROVIDED BY CITY OF SANFORD. 14. DURING ALL UNDERGROUND CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROVIDING OF THE APPROPRIATE CLEARANCES FROM ANY PROPOSED OR EXISTING UTILITIES OR STRUCTURES, AS REQUIRED BY THE PLANS, SPECIFICATIONS, UTILITY AUTHORITY, AND ANY GOVERNING AGENCY. THE CONTRACTOR MUST NOTIFY THE ENGINEER IMMEDIATELY IF THE APPROPRIATE CLEARANCE IS NOT AVAILABLE. 15. CONTRACTOR IS TO VERIFY LOCATION OF ALL U/G UTILITIES PRIOR TO START OF CONSTRUCTION. 16. NEW OR RELOCATED UNDERGROUND WATER MAINS SHALL BE LAID TO PROVIDE A HORIZONTAL DISTANCE OF AT LEAST SIX FEET AND PREFERABLY TEN FEET BETWEEN THE OUTSIDE OF THE WATER MAIN AND THE OUTSIDE OF ANY EXISTING OR PROPOSED GRAVITY OR PRESSURE TYPE SANITARY SEWER, STORM SEWER, WASTEWATER FORCE MAIN, OR PIPELINE CONVEYING RECLAIMED WATER NOT REGULATED UNDER PART III OF CHAPTER 62-610, FAC; THE MINIMUM HORIZONTAL SEPARATION DISTANCE BETWEEN WATER MAINS AND THE GRAVITY TYPE SANITARY SEWERS SHALL BE REDUCED TO THREE FEET WHERE THE BOTTOM OF THE WATER MAIN IS LAID AT LEAST SIX INCHES ABOVE THE TOP OF THE SEWER. 17. NEW OR RELOCATED UNDERGROUND WATER MAINS CROSSING ANY EXISTING OR PROPOSED GRAVITY OR VACUUM TYPE SANITARY SEWER SHALL BE LAID SO THE OUTSIDE OF THE WATER MAIN IS AT LEAST SIX INCHES AND PREFERABLY 12 INCHES ABOVE OR AT LEAST 12 INCHES BELOW THE OUTSIDE OF THE OTHER PIPELINE. IT IS PREFERABLE TO LAY THE WATER MAIN ABOVE THE OTHER PIPELINE. NEW OR RELOCATED UNDERGROUND WATER MAINS CROSSING ANY EXISTING EXISTING OR PROPOSED PRESSURE TYPE SANITARY SEWER, WASTEWATER OR STORM WATER FORCE MAIN OR PIPELINE CONVEYING RECLAIMED WATER SHALL BE LAID SO THE OUTSIDE OF THE WATER MAIN IS ATLEAST 12 INCHES ABOVE OR BELOW 'THE OUTSIDE OF THE OTHER PIPELINE. HOWEVER IT IS PREFERABLE TO LAY THE WATER MAIN ABOVE THE OTHER PIPELINE. 18. AT THE UTILITY CROSSINGS DESCRIBED ABOVE, ONE FULL LENGTH OF WATER MAIN PIPE SHALL BE CENTERED ABOVE OR BELOW THE OTHER PIPELINE SO THE WATER MAIN JOINTS WILL BE AS FAR AS POSSIBLE FROM THE OTHER PIPE LINE. ALTERNATIVELY AT SUCH CROSSINGS, THE PIPES SHALL BE ARRANGED SO THAT ALL WATER MAIN JOINTS ARE AT LEAST THREE FEET FROM ALL JOINTS IN VACUUM TYPE SANITARY SEWERS OR PIPELINES CONVEYING RECLAIMED WATER REGULATED UNDER PART III OF CHAPTER 62-610, FAC, AND AT LEAST SIX FEET FROM ALL JOINTS IN GRAVITY OR PRESSURE TYPE SANITARY SEWERS, WASTEWATER FORCE MAINS OR PIPELINES CONVEYING RECLAIMED WATER NOT REGULATED UNDER PART ILII OF CHAPTER 62-610, FAC. 19. FIRE LANE STRIPING SHALL BE THERMOPLASTIC. 20. ALL BACKFLOW DEVICES SHALL REQUIRE PIPE RISERS AND BE SECURELY ANCHORED. 21. UTILITY EASEMENT SHOWN SHALL BE RECORDED PRIOR TO CO. 0 86°30'46" W 459.53' PCM SET 5/8" I.R. LB #4475 BE INSTALLED PER FIG. 500B ON SH. C405 LL S LEGEND ILL EXIST. NEW NEEDED FIE FLOW -ISO METHODOLOGY wa CLEAN—OUT C©o c0 NEW BUILDING 44,000 SF CONSTRUCTION CLASS IIB (NON-COMBUSTIBLE) SANITARIY SEWER LINE SS SS OCCUPANCY FACTOR C-3 (COMBUSTIBLE) SANITARY SEWER MANHOLE Q feNET FIRE FLOW 2880 GPM PARCEL: 32-19-30-5MR-2300-0000 NET FIRE FLOW REQUIREMENTS X 0.5 (50% FOR FIRE SPRINKER) 1440 GPM SS CLEANOUT FIRE HYDRANT WATER LINE OVERHEAD POWER SEPTIC TANK ASPHALT PAVEMENT CONCRETE WALK POWER POLE LIGHT POLE RECLAIM WATER FHS —W- -OE— PP LP RCW 0 C.O. Ak FH FLORIDA FIE PREVENTION CODE W FROM ANNEX H TABLE H.5.1 50% REDUCTION FOR FULLY SPRINKELERED BLDG PER SECTION H.5.1 NET FIRE DEMAND FIRE HYDRANT CREDIT (PER TABLE 1 -3 --ANNEX 1) FIRE HYDRANT FLOW CREDIT MIN. FIRE HYDRANT REQUIRED (WITHIN 300 FEET) FIRE HYDRANTS PROVIDED AVERAGE SPACING MAX. DISTANCE FROM ANY POINT ON BLDG 3000 GPM FLOW CREDIT 1000 GPM FOR EACH HYDRANT AT 300 FT. FROM BLDG. 2 2 REQUIRED: 500 FEET ACTUAL: 300' REQUIRED: 300 FEET ACTUAL: 150' UTI LITY N fu"'TES 1 . DURING ALL UNDERGROUND CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROVIDING APPROPRIATE CLEARANCES FROM ANY PROPOSED OR EXISTING UTILITIES OR STRUCTURES, AS REQUIRED BY THE PLANS, SPECIFICATIONS, UTILITY AUTHORITY, AND ANY GOVERNING AGENCY, THE CONTRACTOR MUST NOTIFY THE ARCHITECT IMMEDIATELY IF THE APPROPRIATE CLEARANCE IS NOT AVAILABLE. 2, CONTRACTOR IS TO VERIFY HORIZONTAL AND VERTICAL LOCATION OF ALL U/G UTILITIES PRIOR TO START OF CONSTRUCTION. 3. ALL WATER MAIN MATERIALS AND APPURTENANCES SHALL CONFORM TO AND SHALL BE INSTALLED, TESTED AND CLEARED FOR SERVICE IN ACCORDANCE WITH THE CITY OF SANFORD UTILITIES AND FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION REQUIREMENTS, 4, THE CONTRACTOR SHALL PERFORM HYDROSTATIC TESTING OF ALL NEWLY -INSTALLED WATER DISTRIBUTION SYSTEM IN ACCORDANCE WITH AWWA STANDARD C600 FOR DUCTILE -IRON PIPE. TESTING SHALL BE IN ACCORDANCE WITH AWWA MANUAL M23 FOR PVC PIPE. 5. THE CONTRACTOR SHALL DISINFECT ALL SECTIONS OF THE WATER DISTRIBUTION THEREOF FROM THE LOCAL WATER UTILITY, ENGINEER OF RECORD, AND FDEP, PRIOR TO PLACING IN SERVICE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO OBTAIN COPIES OF THE FDEP WATER AND SEWER PERMITS FROM THE OWNER AND MAINTAIN THEM ON THE JOB SITE AT ALL TIMES. DISINFECTION OF THE WATER DISTRIBUTION SYSTEM SHALL BE IN ACCORDANCE WITH THE FDEP WATER PERMIT, AND RECEIVE APPROVAL PERFORMED IN ACCORDANCE WITH AWWA 651 "DISINFECTING WATER MAINS. 6. ALL POTABLE WATER MAIN MUST BEAR THE "NSF" LOGO. WATER MAIN SHALL BE PER AWWA C-900, DR -18. FIRE MAINS SHALL BE PER AWWA C-900 DR -14 AND MUST BE INSTALLED AND TESTED IN ACCORDANCE WITH NFPA 24. 7. CONTRACTOR TO COORDINATE WITH UTILITY COMPANIES PRIOR TO ANY CONSTRUCTION ACTIVITY FOR DIG PERMITS, ELECTRICAL PERMITS OR OTHER PERMITS AS APPLICABLE. CONTRACTOR IS TO COORDINATE FULLY WITH UTILITY COMPANIES ON EXACT LOCATION OF UNDERGROUND UTILITIES PRIOR TO EXCAVATION. CALL SUNSHINE A MIN. OF 48 HOURS BEFORE DIGGING (1-800-432-4770). 8. THE LOCATIONS OF ALL EXISTING UTILITIES AND STORM DRAINAGE SHOWN ON THE PLANS HAVE BEEN DETERMINED FROM AVAILABLE INFORMATION AND ARE GIVEN FOR THE CONVENIENCE OF THE CONTRACTOR. THE OWNER OR ENGINEER ASSUMES NO RESPONSIBILITY FOR INACCURACY. PRIOR TO THE START OF CONSTRUCTION, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE VARIOUS UTILITIES AND TO MAKE THE NECESSARY ARRANGEMENTS FOR ANY RELOCATION OF THESE UTILITIES WITH THE UTILITY COMPANY. THE CONTRACTOR SHALL EXERCISE CAUTION WHEN CROSSING ANY UNDERGROUND UTILITY. EXISTING UTILITIES WHICH INTERFERE WITH THE PROPOSED CONSTRUCTION SHALL BE RELOCATED AS DIRECTED ON THE PLANS. 9. THE CONTRACTOR SHALL LOCATE AND VERIFY ALL HORIZONTAL AND VERTICAL LOCATIONS OF EXISTING UTILITIES PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IN WRITING OF ANY DISCREPANCIES PRIOR TO STARTING CONSTRUCTION. 10. ALL PROPERTY AFFECTED BY THIS WORK SHALL BE RESTORED 'TO A CONDITION EQUAL TO OR BETTER THAN EXISTED UNLESS SPECIFICALLY EXEMPTED BY THE PLANS. THE COST FOR SUCH RESTORATION SHALL BE INCIDENTAL TO OTHER CONSTRUCTION AND NO EXTRA COMPENSATION WILL BE ALLOWED. 11. A 48-HOUR NOTICE WILL BE GIVEN TO THE ENGINEER OF RECORD AND THE CITY OF SANFORD INSPECTORS PRIOR TO TESTING ANY UTILITY SHOWN ON THESE PLANS. 12. WHEN TRENCH EXCAVATION EXCEEDS (5) FEET IN DEPTH: A. CONTRACTOR SHALL CONFORM TO OSHA STD. 29CFR. SECTION 1926.650. B. THE CONTRACTOR SHALL PROVIDE WRITTEN ASSURANCE OF COMPLIANCE WITH THIS LAW. C. TRENCH SAFETY SYSTEM SHALL BE BY THE CONTRACTOR. 13. SOLID WASTE SERVICES PROVIDED BY CITY OF SANFORD. 14. DURING ALL UNDERGROUND CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROVIDING OF THE APPROPRIATE CLEARANCES FROM ANY PROPOSED OR EXISTING UTILITIES OR STRUCTURES, AS REQUIRED BY THE PLANS, SPECIFICATIONS, UTILITY AUTHORITY, AND ANY GOVERNING AGENCY. THE CONTRACTOR MUST NOTIFY THE ENGINEER IMMEDIATELY IF THE APPROPRIATE CLEARANCE IS NOT AVAILABLE. 15. CONTRACTOR IS TO VERIFY LOCATION OF ALL U/G UTILITIES PRIOR TO START OF CONSTRUCTION. 16. NEW OR RELOCATED UNDERGROUND WATER MAINS SHALL BE LAID TO PROVIDE A HORIZONTAL DISTANCE OF AT LEAST SIX FEET AND PREFERABLY TEN FEET BETWEEN THE OUTSIDE OF THE WATER MAIN AND THE OUTSIDE OF ANY EXISTING OR PROPOSED GRAVITY OR PRESSURE TYPE SANITARY SEWER, STORM SEWER, WASTEWATER FORCE MAIN, OR PIPELINE CONVEYING RECLAIMED WATER NOT REGULATED UNDER PART III OF CHAPTER 62-610, FAC; THE MINIMUM HORIZONTAL SEPARATION DISTANCE BETWEEN WATER MAINS AND THE GRAVITY TYPE SANITARY SEWERS SHALL BE REDUCED TO THREE FEET WHERE THE BOTTOM OF THE WATER MAIN IS LAID AT LEAST SIX INCHES ABOVE THE TOP OF THE SEWER. 17. NEW OR RELOCATED UNDERGROUND WATER MAINS CROSSING ANY EXISTING OR PROPOSED GRAVITY OR VACUUM TYPE SANITARY SEWER SHALL BE LAID SO THE OUTSIDE OF THE WATER MAIN IS AT LEAST SIX INCHES AND PREFERABLY 12 INCHES ABOVE OR AT LEAST 12 INCHES BELOW THE OUTSIDE OF THE OTHER PIPELINE. IT IS PREFERABLE TO LAY THE WATER MAIN ABOVE THE OTHER PIPELINE. NEW OR RELOCATED UNDERGROUND WATER MAINS CROSSING ANY EXISTING EXISTING OR PROPOSED PRESSURE TYPE SANITARY SEWER, WASTEWATER OR STORM WATER FORCE MAIN OR PIPELINE CONVEYING RECLAIMED WATER SHALL BE LAID SO THE OUTSIDE OF THE WATER MAIN IS ATLEAST 12 INCHES ABOVE OR BELOW 'THE OUTSIDE OF THE OTHER PIPELINE. HOWEVER IT IS PREFERABLE TO LAY THE WATER MAIN ABOVE THE OTHER PIPELINE. 18. AT THE UTILITY CROSSINGS DESCRIBED ABOVE, ONE FULL LENGTH OF WATER MAIN PIPE SHALL BE CENTERED ABOVE OR BELOW THE OTHER PIPELINE SO THE WATER MAIN JOINTS WILL BE AS FAR AS POSSIBLE FROM THE OTHER PIPE LINE. ALTERNATIVELY AT SUCH CROSSINGS, THE PIPES SHALL BE ARRANGED SO THAT ALL WATER MAIN JOINTS ARE AT LEAST THREE FEET FROM ALL JOINTS IN VACUUM TYPE SANITARY SEWERS OR PIPELINES CONVEYING RECLAIMED WATER REGULATED UNDER PART III OF CHAPTER 62-610, FAC, AND AT LEAST SIX FEET FROM ALL JOINTS IN GRAVITY OR PRESSURE TYPE SANITARY SEWERS, WASTEWATER FORCE MAINS OR PIPELINES CONVEYING RECLAIMED WATER NOT REGULATED UNDER PART ILII OF CHAPTER 62-610, FAC. 19. FIRE LANE STRIPING SHALL BE THERMOPLASTIC. 20. ALL BACKFLOW DEVICES SHALL REQUIRE PIPE RISERS AND BE SECURELY ANCHORED. 21. UTILITY EASEMENT SHOWN SHALL BE RECORDED PRIOR TO CO. 0 I 1 J LL ILL CL z wa W� w� J oQ 0 L a W () > J I U w J J H W W � LL Z I 1 W-1 11-%\C0NCRETE PATTERN DETAIL 1p®� A1.03 SCALE: 1/8" = 1'-0" LANDSCAPED AREA, REFER TO LANDSCAPE PLANS FOR PLANTING VEGETATION TYPE. LANDSCAPED AREA, REFER TO LANDSCAPE PLANS FOR PLANTING VEGETATION TYPE. LANDSCAPED AREA, REFER TO LANDSCAPE PLANS FOR PLANTING VEGETATION TYPE. CURB 01 Lo in I - CURD C) " T :777 CURB LANDSCAPED AREA, REFER TO LANDSCAPED AREA, REFER TO LANDSCAPE PLANS FOR LANDSCAPE PLANS FOR PLANTING I117r11Z"TA-nfNKJ TV17317 2-1 1 y PLANTING VEGETATION TYPE. 20,-0" Ln Io a(D 0 —4 tn C) 4-1 c> 2 < 51 1 11 0 REFER -TO CIVIL - DRANO N GS RJ FEW TO CIV L- DRAYAN GS - FOR - CONCR ETE SPECIFICATIONS FoR- CONICRET--�_ SPECIFJfATI1ONS-' - cc S-106 5'-G" '5 '70 5'/' 5'-0. 61-6 -0" 4"A" 5'-®°'-0" _cD 5' Lu 0 cu a `7 LL Lu w 0 CL 2:3 Q to CURB Lo F)I w Lo — — I I 1—i I E 2-1 1 y PLANTING VEGETATION TYPE. 20,-0" Ln Io a(D 0 —4 tn 4-1 2 < 0 L_ (D CD r_ cc Lu 0 cu a LL Lu w 0 CL 2:3 Q