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Home My WebLink About130 Maritime Dr 99-2372 (a)ZONE CONTRACTOR ADDRESS 30- DATE PHONE # LOCATION 1 � �-t� � bA- OWNERS 77) PERMIT # �1 - 6 JOB[Ald- exrklx;� /-Pd COST $ SUBDIVISION: LOT NO. I I BLOCK: SECTION: SQUARE FEET: 13 40,s-0 FEE $ MODEL: ADDRESS Ra 25 O -Q acieu-o- /`11 mytm� � / 92-110cf STATE NO. OCCUPANCY CLASS: PHONE # J33 " 3 XI - v a� �1 PLUMBING CONTRACTOR / ll �,f`'.�E. C� U FEE $ ADDRESS PHONE # i ELECTRICAL CONTRACTORFEE $ G ADDRESS PHONE # MECHANICAL CONTRACTOR FEE $ ADDRESS PHONE # MISCELLANEOUS CONTRACTOR ADDRESS SEPTIC TANK PERMIT NO. SOIL TEST REQUIREMENTS (_) FINISHED FLOOR ELEVATION REQUIREMENTS (__) ARCHITECTURAL APPROVAL DATE: INSPECTIONS TYPE DATE OK REJECT BY FEE $ ENERGY SECT. CERTIFICATE OF OCCUPANCY ISSUED # DATE: FINAL DATE EPI: w c s 3 m e ' - - - ..-_. ... .... _ . 6" CONC. PAVT. ..,. .� ' x 3/4" R. MOUNTABLE CURB DETAIL DOT INDEX # 300 (CONC. CURB TYPE D.) HANDICAP PARKING DETAIL N.T.S. I 7. VARIES EL. 33.25 D.H.W. EL. 31.91 1 2' 3 NOTE: SIDES AND BOTTOM TO BE SODDED. RETENTION POND N.T.S. u u u u (2) 1 X 1 X 4" POSTS THROUGH EACH HAY BALE. HAY BALES TO BE LAID SIDE BY SIDE. AROUND EXISTING INLET AS LONG AS NECESSARY. HAY BALE BARRIER CHALLENGER CT. 35 34 NOTE: (HANDICAP SIGN ONLY) 12• 1.) ALL LETTERS ARE "P SERIES "C", PER MUTCD. CITY OF SANFORD z zj Art, SIGN -7 �y �ry� y?� (I A STOP BAR yy 16' 15" CMP. FLA. POWER AND LIGHT 2.) TOP PORTION OF SIGN SHALL HAVE REFLECTORIZED `- tz II (ENGINEERING GRADE) BLUE BACKGROUND WITH L TOP ELEV. 31.11 _ BOTTOM ELEV. 25.921 WHITE REFLECTORIZED LEGEND AND BORDER. 33 � ----------- ---- 6" RECLAIMED WATER LINE OUTFALL STRUCTURE •;. .' � ;� •. � 3.) BOTTOM PORTION OF SIGN SHALL HAVE A b I REFLECTORIZED (ENGINEERING GRADE) WHITE 31 0+30 BACKGROUND WITH BLACK BORDER. PARKING BY 0+00 CROSS DISABLED 4.) ONE SIGN REQUIRED FOR EACH PARKING SPACE. PERMIT omvE 6. ONLY 19. I I W -3 t ' 5.) HEIGHT OF SIGN SHALL BE IN ACCORDANCE WITH $250.00 FINE .►_ F " SECTION 24-23 OF THE MANUAL ON UNIFORMED ► (407) 322-2213 TRAFFIC CONTROL DEVICES (MUTCD) CITY ORD. WATER LINES SHALL BE LOWERED DURING CONSTRUCTION. 3211 DUMPSTER SITE TO BE IN ACCORDANCE WITH SECT. 5.2 11 ?lr I I --► HANDICAP SIGN 35 34 ^y S 89'49'44" W �' - �� CITY OF SANFORD z zj Art, SIGN -7 �y �ry� y?� (I A STOP BAR yy 16' 15" CMP. FLA. POWER AND LIGHT SOLID WASTE AND "0)o ,t.� �, II 28.35 IMPERVIOUS AREA TOP ELEV. 31.11 _ BOTTOM ELEV. 25.921 --------------- ___ �s� 33 � ----------- ---- 6" RECLAIMED WATER LINE OUTFALL STRUCTURE a o w LOT 24 N � O_ o I 32 31 0+30 0+18 0+10 0+00 CROSS SECTION AT CHALLENGER COURT wmm�uE omvE 6. WHERE WATER LINES CONFLICT WITH STORM AND SANITARY SEWER, THE 19. I I W -3 t ' LOT 3. 6' LONC PRECAST CONCRETE BUMPER ' 2' 1,1,0 . ............... '..': I ..': _ :':.'.'.':.'.':.'.:' -; - (2) No. 5 DOASLS - 3' LANG PRECAST BUMPER DETAIL (20' STALL) N.T.S. 11111=11111= '•_• � •• • 11111=11111-Illli�lllll-i: _ _ - -' -'' PARKING LOT SECTION LANDSCAPE LEGEND: LIVE OAK OR OTHF_;-% PERMIT-.---'- (10' ERMIT.-'(10' HT. 2" CAL.) AT 4.5 F7. F:RC%J BASE. Gni LUGUSTRUM OR VIBURNUMS (2,9 -HT. P;`tTED 30" o/c). 0 INDICATES EXIS DNG TREES TO ==-LFA:`:- • INDICATES EX'STING TREES TO E- FE1•►0`.1=D. THE CONTRACTOR SHALL �PROVIDE A RA 73 G-" 1:10 FOR SHRUBS IN ALL INTERNAL LAtiCSCA=E *�-A`:DS. ALL LANDSCAPING SHALL BE FLOR'Dx }' Ct1A:J Y. 365.00' _ y6° 8" SANITARY SEWER S 89'49'44" W y�°^ - - �� CITY OF SANFORD INLET 2 TOP ELEV. - 32.07 I BOTTOM ELEV. = 25.871 INLET 1 Art, SIGN -7 �y �ry� y?� (I A STOP BAR yy 16' 15" CMP. FLA. POWER AND LIGHT SOLID WASTE AND "0)o ,t.� �, II 28.35 IMPERVIOUS AREA TOP ELEV. 31.11 _ BOTTOM ELEV. 25.921 --------------- ___ �s� ---y--- - 16 5.0 ' ----------- ---- 6" RECLAIMED WATER LINE OUTFALL STRUCTURE LAT 23 LOT 24 PARKING REQUIRE 41,688 TO AWWA C-901-78, 200 PSI, DR -9. �� 6" PVC. CHASE UNDER DRIVEir'nY. T2 PROPOSED GRADES 20' 24' 10" UTILITY AND DRAINAGE EASM'T. S J/ wmm�uE omvE 6. WHERE WATER LINES CONFLICT WITH STORM AND SANITARY SEWER, THE 19. RAISED CURBING AROUND LANDSCAPE ISLANDS AS SHOWN. 1 ' LOT 3. i i .►_ F " �°T 1 LOT ► 6" CONC. (3 WITHIN R/W DRIVEWAY DETAIL TAKE BACK CALCS. FOR IRRIGATION SYSTEM. TOTAL ACREAGE = 41,688 Sr. (0.957 AC.) IRRIGATED ACREAGE - 16,818 SF. (0.386 AC.) POTABLE WATER USAGE = 1 E.R.U. * 270 G.P.D. = 270 G.P.D. RECLAIMED WATER USAGE = 29 HDS., ® 5 GPM. = 145 GPM. * 15 = 2,175 GPD. THE DEVELOPER SHALL CONSTRUCT RECLAIMED WATER DISTRIBUTION FACILITIES TO THE PROPOSED DEVELOPMENT AND TO EACH LOT AND TRACT WITHIN SAID DEVELOPMENT. A FULLY AUTOMATIC IRRIGATION SYSTEM, UTILIZING RECLAIMED WATER, SHALL BE INSTALLED BY THE DEVELOPER SO AS TO PROVIDE TOTAL COVERAGE FOR ALL LANDSCAPING, INCLUDING HEDGES, TREES, AND GRASSED AREAS, FOR THE PROPOSED DEVELOPMENT AND EACH LOT AND TRACT, THEREIN. UTILITY GENERAL NOTES: 1. THE CONTRACTOR SHALL LAY THE WATER LINE AND SERVICES A MINIMUM OF 3'-0" BELOW FINISHED GRADE, TO THE TOP OF PIPE. ALL P.V.C. PIPE SHALL BE WRAPPED WITH #14 INSULATED SOLID COPPER WIRE AS REQUIRED BY THE CITY OF SANFORD. 2. WATER SERVICES FROM WATERLINE TO METER BOX SHALL BE 1" COPPER, 1"ATER SERVICES FROM WATER METER BOX TO BLDG. SHALL BE POLYETHYLENE. 3. ALL PIPE SHALL BE DISINFECTED AND TESTED. THE TESTING RESULTS SHALL BE SUBMITTED IN ACCORDANCE WITH LDR, SCHEDULE N. 60 MATERIALS AND TESTING. A. ALL TEES, CAPS, PLUGS, BENDS, FIRE HYDRANTS, VALVES, GREATER THAs`'! 4", SHALL BE PROVIDED WITH THRUST BLOCKS. TAX I.D.# 28-19-30-5NR-0000-0250 UTILITIES SEWER CITY OF SANFORD WATER CITY OF SANFORD RECLAIMED WATER CITY OF SANFORD POWER FLA. POWER AND LIGHT SOLID WASTE CITY OF SANFORD TAKE BACK CALCS. FOR IRRIGATION SYSTEM. TOTAL ACREAGE = 41,688 Sr. (0.957 AC.) IRRIGATED ACREAGE - 16,818 SF. (0.386 AC.) POTABLE WATER USAGE = 1 E.R.U. * 270 G.P.D. = 270 G.P.D. RECLAIMED WATER USAGE = 29 HDS., ® 5 GPM. = 145 GPM. * 15 = 2,175 GPD. THE DEVELOPER SHALL CONSTRUCT RECLAIMED WATER DISTRIBUTION FACILITIES TO THE PROPOSED DEVELOPMENT AND TO EACH LOT AND TRACT WITHIN SAID DEVELOPMENT. A FULLY AUTOMATIC IRRIGATION SYSTEM, UTILIZING RECLAIMED WATER, SHALL BE INSTALLED BY THE DEVELOPER SO AS TO PROVIDE TOTAL COVERAGE FOR ALL LANDSCAPING, INCLUDING HEDGES, TREES, AND GRASSED AREAS, FOR THE PROPOSED DEVELOPMENT AND EACH LOT AND TRACT, THEREIN. UTILITY GENERAL NOTES: 1. THE CONTRACTOR SHALL LAY THE WATER LINE AND SERVICES A MINIMUM OF 3'-0" BELOW FINISHED GRADE, TO THE TOP OF PIPE. ALL P.V.C. PIPE SHALL BE WRAPPED WITH #14 INSULATED SOLID COPPER WIRE AS REQUIRED BY THE CITY OF SANFORD. 2. WATER SERVICES FROM WATERLINE TO METER BOX SHALL BE 1" COPPER, 1"ATER SERVICES FROM WATER METER BOX TO BLDG. SHALL BE POLYETHYLENE. 3. ALL PIPE SHALL BE DISINFECTED AND TESTED. THE TESTING RESULTS SHALL BE SUBMITTED IN ACCORDANCE WITH LDR, SCHEDULE N. 60 MATERIALS AND TESTING. A. ALL TEES, CAPS, PLUGS, BENDS, FIRE HYDRANTS, VALVES, GREATER THAs`'! 4", SHALL BE PROVIDED WITH THRUST BLOCKS. TAX I.D.# 28-19-30-5NR-0000-0250 LOCATION MAP "GENERAL NOTES" SITEWORK: I 1. THE CONTRACTOR IS TO VERIFY THE LOCATION OF ALL EXISTING UTILITIES BEFORE CONSTRUCTION COMMENCES. 2. THE SOIL SHALL BE COMPACTED OF 98% OF MODIFIED PROCTOR MAXIMUM DRY DENSITY AT OPTIMUM MOISTURE CONTENT AT BUILDING AND PARKING. 3. ALL CONCRETE SHALL CONFORM TO ACI 318 AND SHALL ATTAIN MINIMUM COMPRESSIVE STRENGTH OF 2,500 P.S.I. AT 28 DAYS. 4. THE CONTRACTOR SHALL FORM SIDEWALKS, CURBS, TRASH PADS, ETC., IN ACCORDANCE WITH THE SITE GRADING PLAN AND SPECIFICATIONS AND ENGINEERING PLANS. 5. THE CONTRACTOR SHALL CONSTRUCT WATER RETENTION AREAS AS SHOWN ON THE PLAN UNLESS OTHERWISE APPROVED BY THE ENGINEER AND THE CITY. 6. BOTTOMS OF ALL RETENTION AREAS TO BE SODDED. 7. ALL LANDSCAPE AREAS TO BE SODDED. 8. ALL LANDSCAPE AREAS TO BE IRRIGATED BY UNDERGROUND IRRIGATION SYSTEM. 9. PARKING LOT STRIPING SHALL BE F.D.O.T. WHITE TRAFFIC RATED PAINT. 10. 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. 11. STOP BAR SHALL BE 24" WIDE, WHITE PAINT AND LOCATED AS SHOWN ON SITE PLAN. 12. HANDICAP SYMBOL SHALL BE WHITE PAINT. 13. ALL ADDRESS NUMBERS SHALL BE VISIBLE AND READABLE FROM STREET. 14. INSTALL "NO TRESPASSING, CONSTRUCTION SITE" SIGN AS SPECIFIED IN FLORIDA STATUTE 810.09, PARAGRAPH D. ' 15. POST THE EMERGENCY NIGHT PHONE NUMBER ON THE BOTTOM OF THE BUILDING PERMIT. 16. RAMP ALL SIDEWALKS FOR THE HANDICAP (MAX. SLOPE 12:1). LOT 25 STE SQ.FT. ACRES LAT 20 ,I 15� 0.300 5. r CHALLENGER COURT 28.35 IMPERVIOUS AREA 24,870 0.571 ! 70' LANDSCAPE AREA / LOT 26 LAT 23 LOT 24 PARKING REQUIRE 41,688 TO AWWA C-901-78, 200 PSI, DR -9. 18. 6" PVC. CHASE UNDER DRIVEir'nY. T2 PROPOSED GRADES 20' 24' S J/ wmm�uE omvE 6. WHERE WATER LINES CONFLICT WITH STORM AND SANITARY SEWER, THE 19. RAISED CURBING AROUND LANDSCAPE ISLANDS AS SHOWN. 1 ' LOT 3. i i .►_ F " �°T 1 LOT ► (407) 322-2213 O WATER LINES SHALL BE LOWERED DURING CONSTRUCTION. 20. DUMPSTER SITE TO BE IN ACCORDANCE WITH SECT. 5.2 LOCATION MAP "GENERAL NOTES" SITEWORK: I 1. THE CONTRACTOR IS TO VERIFY THE LOCATION OF ALL EXISTING UTILITIES BEFORE CONSTRUCTION COMMENCES. 2. THE SOIL SHALL BE COMPACTED OF 98% OF MODIFIED PROCTOR MAXIMUM DRY DENSITY AT OPTIMUM MOISTURE CONTENT AT BUILDING AND PARKING. 3. ALL CONCRETE SHALL CONFORM TO ACI 318 AND SHALL ATTAIN MINIMUM COMPRESSIVE STRENGTH OF 2,500 P.S.I. AT 28 DAYS. 4. THE CONTRACTOR SHALL FORM SIDEWALKS, CURBS, TRASH PADS, ETC., IN ACCORDANCE WITH THE SITE GRADING PLAN AND SPECIFICATIONS AND ENGINEERING PLANS. 5. THE CONTRACTOR SHALL CONSTRUCT WATER RETENTION AREAS AS SHOWN ON THE PLAN UNLESS OTHERWISE APPROVED BY THE ENGINEER AND THE CITY. 6. BOTTOMS OF ALL RETENTION AREAS TO BE SODDED. 7. ALL LANDSCAPE AREAS TO BE SODDED. 8. ALL LANDSCAPE AREAS TO BE IRRIGATED BY UNDERGROUND IRRIGATION SYSTEM. 9. PARKING LOT STRIPING SHALL BE F.D.O.T. WHITE TRAFFIC RATED PAINT. 10. 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. 11. STOP BAR SHALL BE 24" WIDE, WHITE PAINT AND LOCATED AS SHOWN ON SITE PLAN. 12. HANDICAP SYMBOL SHALL BE WHITE PAINT. 13. ALL ADDRESS NUMBERS SHALL BE VISIBLE AND READABLE FROM STREET. 14. INSTALL "NO TRESPASSING, CONSTRUCTION SITE" SIGN AS SPECIFIED IN FLORIDA STATUTE 810.09, PARAGRAPH D. ' 15. POST THE EMERGENCY NIGHT PHONE NUMBER ON THE BOTTOM OF THE BUILDING PERMIT. 16. RAMP ALL SIDEWALKS FOR THE HANDICAP (MAX. SLOPE 12:1). ro I I I I I I e 9 9 34 04 I II t elevations to revent flooding Q BLDG, TO BE SPRINKLED I ^ '-LANDSCAPED I I x I p ° w w 33 �'ryA N h a ISLAND MARINE FASTENER) I I I (ZONING R1-1) I I I x� 0 1s.5" 32 C r EXIST. F.H. � # -- �_/ � - GRATE � _ i I --► I I 31 c 3/4" WATER LINE ( I i / ) 2''x 2"x 3/16" ANGLE 0+30 0+18 0+10 0+00 0-40 C.O. // /�/ / CROSS SECTION AT MARITIME DRIVE SITE STATISTICAL DATA LOT 25 DESCRIPTION SQ.FT. ACRES Ell ,�T INLET l ,I 15� 0.300 5. THREE QUARTER INCH WATER SERVICE SHALL BE POLYETHYLENE PRESSW- . TUBINt, 17. DEVELOPER WILL OBTAIN ALL PERMITS AND APPROVALS AS REQUIRED. 28.35 IMPERVIOUS AREA 24,870 0.571 ! 70' LANDSCAPE AREA 16,818 0.386 40.34 PARKING REQUIRE 41,688 TO AWWA C-901-78, 200 PSI, DR -9. 18. 6" PVC. CHASE UNDER DRIVEir'nY. 5. PROPOSED GRADES 20' 24' S ' &JATr a AND QCONFORMING 2 SPACES FOR Tr.� FIRST 4,000 S.F. 6. WHERE WATER LINES CONFLICT WITH STORM AND SANITARY SEWER, THE 19. RAISED CURBING AROUND LANDSCAPE ISLANDS AS SHOWN. ��I F[lc "-• - , �a � �.�y,Il) - _ _ _ i 1� I ► (407) 322-2213 O WATER LINES SHALL BE LOWERED DURING CONSTRUCTION. 20. DUMPSTER SITE TO BE IN ACCORDANCE WITH SECT. 5.2 • I I --► I I � � 1 SPACE FOR EAC t 1,000 S.F., OF 1 I �` , I I x I , WHOLESALE AND ORAGc. 7. ALL UTIUTY CONNECTION LOCATIONS ARE TO BE VERIFIED IN THE FIELD. PARAGRAPH 6.7 SUB. 6.7 OF THE L.D.R. I w SPACEFOR EACH 200 OFFICE W S.F. 21. OWNER / DEVELOPER WILL CONTRIBUTE TO A SANFORD CENTRAL PARK DUMPSTER O 8. ALL SANITARY SEWER PIPE SHALL BE P.V.C. SEWER PIPE CONFORMING SIDEWALK INSTALLATION FUND. AMOUNT TO BE DETERMINED. I 1..,.- I I I _1 I 400 S.F. OFFICE AREA = 2.C% SPACES - Z TO ASTM D-3034, AND BE INSTALLED IN ACCORDANCE V,1TH ASTM D-2321. 22. FIRE DEPT. REQUIRES KNOX BOX (KEY LOCK BOX) 141 MARITIME DRIVE ' � W4,000 S.F., WART=HOUSE AREA = 2.03 S�'.A^ 'S 20' 24' -2 x - F- 9. SINGLE RECLAIM METER BOXES SHALL BE IDENTIFIED AS RECLAIMED WATER 23. SITE IN NOT WITHIN THE 100 YEAR FLOOD ZONE. 'HDR 'HDR �LiJ 8,650 S.F. WAREHOUSE AREA 8.65 SE A�S METER BOXES LOCATED IN RIGHT OF WAY. 24. THERE ARE NO WET LANDS ON THIS SITE. Q TOTAL REQUIRED F ARKING = 13 S.DACZ-S ACTUAL PARKING `SPACES = 19. 10. ALL UTILITY STUB OUTS HAVE BEEN LOCATED BY THE SURVEYOR. 25. SECONDARY POWER TO BE PROVIDED OVERHEAD. S o `� LIGHTING FOR PARKING LOT TO BE PROVIDED ON BUILDING AS NEEDED. w I 0 Q I I r / 1 , '6N I x N -► I I I x x t��o x I I Cf)26. ( Q 27. EXISTING ZONING, R1-1. 28. EXISTING SOIL TYPE AS PER SOIL SURVEY OF SEMINOLE COUNTY IS BASINGER. I FF DETAILED DRAWING RAMP j "FINISHED FLOOR ELEVATIONS" 29. PANEL TRUCKS, PICK UP TRUCKS, ETC. WILL PREDOMINANTLY VISIT SITE. I z �� THEIR TURNING RADII IS TYPICALLY LESS THAN 30 FEET, TRACTOR a I I � `�� STOP SIGN` I Aust meet City Codes for finished TRAILERS WILL INFREQUENTLY VISIT SITE AND WILL BACK IN OFF f ' SCALE: 1" = 30' I I 13 30' 050 5 F OFFICE WAREHOUSE f �, _ ,-- ENtRY` AND STOP BAR I I ( I floor / slab elevations or provide w CHALLENGER CT. WHICH IS A CUL-DE-SAC STREET. F O I I �� N ---------------' -------- I I I I I I I elevations approved by city 35 z J cfl Ln I E 35.0 F. E. _ L. I I I I n ineerin dept for subdivision Ii w ro I I I I I I e 9 9 34 04 I II t elevations to revent flooding Q BLDG, TO BE SPRINKLED I ^ '-LANDSCAPED I I x I p ° w w 33 �'ryA N h a ISLAND MARINE FASTENER) I I I (ZONING R1-1) I I I x� 0 1s.5" 32 C r EXIST. F.H. � # -- �_/ � - GRATE � _ i I --► I I 31 c 3/4" WATER LINE ( I i / ) 2''x 2"x 3/16" ANGLE 0+30 0+18 0+10 0+00 0-40 C.O. // /�/ / CROSS SECTION AT MARITIME DRIVE SITE STATISTICAL DATA LOT 25 DESCRIPTION SQ.FT. ACRES % OF SITE BUILDING AREA 13,050 0.300 31.31 PAVEMENT AREA 11,820 0.271 28.35 IMPERVIOUS AREA 24,870 0.571 59.66 LANDSCAPE AREA 16,818 0.386 40.34 SITE AREA 41,688 0.957 100.00 " in �/ �Z' * / GRATE WELDED , ...,.,. . ACK FLOW PREVENTER (FDC) 4 i � �' _ r � � // 32)5 / TO SKIMMER _ - 3/4" WATER METER I 3/4" IRRIGATION METER > _ D. _ _ - - ,� ° TOP OF �!IMn1ER ELEV. 33.25 W/ B.F. PREVENTER I W/ 3.17. PREVEt{jFR_ 24"CMP "g'` `° c- / TOP OF 15" CMP ELEV. 32.75 << , C.0 , ��' " / 2"x 2"x 3/16" ANGLE , / b : L LEGAL: J2�9+ // / 0.50 x 1.35' WEIR WEIR CREST ELEV. 31.9 LOT 25 SANFORD CENTRAL PARK PHASE II AMENDED -ASM T. J-1. s / EACH SIDE 1 DRAINAGE �� `� - � +y / 10, UTlL1TY AND �,, ..- -" / BOTTOM SKIMMER ELEV. 31.4 SECTION 28, TOWNSHIP 19 SOUTH, RANGE 30 EAST. AS _ . - - 0 , EROSION CONTROL x '�-► ° 15" CMP INV. 3..25) CONTRACTOR TO INSTALL EROSION CONTROL RECORDED IN PLAT BOOK 54, PAGES 8, 9, AND 10 a» RECLAIM "SANITARY S SEMINOLE COUNTY FLORIDA. _ - "�i AS REQUIRED BY THE CITY OF SANFORD DRILL 1- 1/2 � HOLE 8 Ory, --''� / IN 4" PVC. CAP 4" 0 PVC. ( ENGINEERING DEPARTMENT. EXIS ERLINE INV. 30.0 15" CMP --'~ EXISTING 6" WATERLINE- _ .�'4" X 2' X 3' ( ) o _ - _ _ _ ��..-� CONC. SLAB IFrFNnQ1Tr PnDvOUTFALL STRU[TI IQ I- ror�,o 4-- FLOW DIRECTION OFFICE / WAREHOUSE PROJECT IdU11HEP 99-011 L - 4` y k t<t �� APPLICANT: (HOLDER OF CONTRACT) DARRELL L. DAVIS _ 3-t-99 S.c. # 130 MARITIME DRIVE PAVING, DRAINAGE, UTILITY AND LANSCAPE PLAN SCALE 1 of = 30' x� - .�-"'�� RI 1.P� EwsTING GRADES 3' 2225 ALAQUA DRIVE LA,L 02-15-99 4. - LONGWOOD FL. 32779 DRAWN BY: H.R. DATE 02-09-99 CHECKED BY D.E.P. DATE 02-12-99 SHEET 1 OF 5 5. PROPOSED GRADES -^ SURVEYOR: ' &JATr a AND ROBERTS SURVEYING do MAPPING ICJ PROPOSED PARKING LOT LIGHTS ER R6 1 � 9 ��I F[lc "-• - , �a � �.�y,Il) - _ _ _ 185 N. COUNTRY CLUB ROAD LAKE MARY FLA. JP (407) 322-2213 REVISIONS PROJECT ENGINEERING 740 FLORIDAE CENTRALPARKWAY SUI1• LONGWOOD, FLORIDA 32750 (407) 830-7473 ENGINEER: DONALD E. PFLUEGER P.E. NO. 13831 OFFICE / WAREHOUSE PROJECT IdU11HEP 99-011 NO. DATE BY 3-t-99 S.c. # 130 MARITIME DRIVE PAVING, DRAINAGE, UTILITY AND LANSCAPE PLAN SCALE 1 of = 30' 2 -- 3' LA,L 02-15-99 4. - DRAWN BY: H.R. DATE 02-09-99 CHECKED BY D.E.P. DATE 02-12-99 SHEET 1 OF 5 5. 120'-0" 14 GENERAL NOTES i. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH 12. PROVIDE FILLED CELLS WiTH ONE CONTINUOUS NO. 5 VERT. OF 3,000 1*51 AT 28 DAYS A SLUMP OF 4" PLUS OR MINUS 1", REBAR FROM THE FOOTING STEEL TO BOND BEAM ABOVE, AND HAVE 2-490 AiR ENTRAINMENT, AND A MAXIMUM WATER TO MAX. SPACING AT 8'-0" O.C. AND ON BOTH SiDES OF OPENINGS. CEMENT RATIO OF 0.58. MINIMUM 25" LAP SPLICE (SEE FLOOR PLANS FOR LOCATIONS) 2. FOUNDATION DESIGN IS BASED ON AN ALLOWABLE SOIL PRESSURE 13. ALL MASONRY WORK TO BE DONE iN STRICT ACCORDANCE OF 2ts00 PSP. WITH ACI 530/95 AND ACI 530.1-95. 3. ALL FOOTINGS SHALL BE PLACED ON WELL COMPACTED SOiL. 14. THE CONTRACTOR IS TO VERIFY ALL EXISTING CONDITIONS MINIMUM S5% OF MODIFIED PROCTOSOIL COMPACTION SHALL R. THE FOLD PRIOR To THE START OF FiELD CON>3TRUCTION BE VERIFIED BY A LICENSED GEOTECHNICAL ENGINEER ACTIVITIES. ACTIVITIES. THE CONTRACTOR i5 TO PROTECT AND MAINTAIN THE PROJECT LIMITS OF CONSTRUCTION DURING CONSTRUCTION 4. CONCRETE MIX SHALL BE iN ACCORDANCE WITH THE LATEST ACTIVITIES. EDITION OF ACI 301 CHAPTER 3, METHOD 1 OR 2. SUBMIT BACKUP DATA AS REQUIRED BY CHAPTER 5 SECTION 53 OF 15. STRUCTURAL STEEL SHALL CONFORM TO THE RISC "SPECIF- TNE LATEST EDITION OF ACI 318. ICATIONS FOR DESIGN, FABRICATION, AND ERECTiON OF STRUCTURAL STEEL FOR BUILDINGS", LATEST EDITION. 5. ALL REINIFORCING STEEL SHALL BE NEW DOMESTIC DEFORMED .... BILLET STEEL CONFORMiI4 TO ASTM A-615 GRADE 60. 16. WELDED CONNECTIONS SHALL CONFORM TO THE LATEST REVISED CODE OF THE AMERICAN WELDING SOCIETY, AU18 D1.L b. ll �LDED WIRE FABRIC SHALL CONFORM TO ASTM -185. t,tJUJF SHALL BE LAPPED AT LEAST 8" AND CONTAIN AT LEAST ONE 11. ANCHOR BOLTS $HALL CONFORM TO ASTM -301. CROSS W(RS WITHIN THE 6". 18. STRUCTURAL STEEL SHAPES, PLATES, ETC. SHALL CONFORM TO -1. ALL CONCRETE WORK SHALL BE iN ACCORDANCE WiTH "THE THE REQUIREMENTS OF ASTM A-36, UNLESS NOTED OTHERWISE. W ILD iNG CODE REQUIREMENTS FOR REINFORCED CONCRETE" ACi 318 LATEST EDITION, AND "SPECIFICATIONS FOR STRUCTURAL 19. DIMENSIONS SHOWN ON THE CONSTRUCTION DRAWINGS SHALL C-47NCRZTE FOR BUILDINGS, ACI 301. TAKE PRECEDENCE OVER ALL SCALED DIMENSIONS. 8. THE FOLLOWING MINIMUM COVER SHALL BE PROVIDED FOR RENN-ORCEMENT: 3" FOR CONCRETE CAST AGAINST THE EARTH, AND 2 • FOR ALL OTHER CASES (UNLESS NOTED OTHERWISE S. PROVIDE 4" THiCK CONCRETE SLAB WiTH 6 X (o 10/10 WWM. ON CLEAN COMPACTED FiLL. TERMITE -TREATED. . . BAIRRiER BENEATH FLOOR SHALL BE 6 -MIL. ViSQUEEN. 10. PROVIDE STEEL TROWEL FiNiSH FOR ALL INTERIOR SLAB AREAS. PROVIDE WOOD TROWEL FiNiSH FOR ALL EXTERIOR P„ SLAB AREAS. 11. PRCMDE V8" WiDE X 1" DEEP TYPICAL SAW -CUT CONTROL JOTITS AT LOCATIONS SHOWN ON PLANS WiTHiN 12 HOURS OF r 6X6 10-10 W.W.M. *! • - -7-:--r.,.-qtr-.•--.--:-.-- tt--JLt�- ,• -.r-' • • , • . • ' ,� J _TF cob _ _ • • • � � I i �I I L____i I I—III_ I. �- 5 056 EACH WAY 3" MIN. COVER COMPACTED 2500 P.5F. FILL TYPICAL MAIN FRAME FOOTING TII=E "A" 6X6 10-10 W.W.M. �'--,--?�• 11... .�--.'7--t-�-..l �-r---------...--J Ty -SAS- �T-' r ,. �. .�.• � �• .. ♦ . -'�• • • .:. •. :. r ,r . .006 12 (=1--i (=1 11= i�, VI -QUEEN .i • • • �• • • . • • A I • Lu -- .1 1 �- 5 059 EACH WAY 3" MIN. COVER ' COMPACTED 2500 P.SF. FILL TYPICAL MAiN FRAME FOOTING TYPE "C" tEViSIONS: i APRIL 8, I4Z'39 2 3 4 5 6 bXro 10-10 W.W.M. ,06 ISQUEEN BARS CONTINUOUS 6X6 10-10 W.W.M. a -..-.-...►- ---------- --------------- ------------- :I 1 rI I IEl I I =i ! i • a 00 • . • • • • . I �1 I �i I I =1 I i=l 1! L • d Q .6 E i I--:1 I i!1 I i-- •• 1" a• I� 11=1 11=1 l=1(I—v1S UEEN :fl IIIIfIiIIIIIiI .. lhillliillllial+ � � 6 - 05 BARS EACH WAY 3" MIN. COVER COMPACTED 25D0 P.5F. FILL TYPICAL i TERiOR C;0L,,FQOTiNG TYPE "B". ro Xro 10-10 W.W.M. all F L.,e _ero 12 =====O5QUEEN III=1 2 "59 CONT. 3" MIN. COVER COMPACTED 2500 P.S.F. FILL TYPICAL FERInETER FOOTING P.SF. FILL iCKENrp FOOTER AT INTERIOR BLOCK WALL 1=0UNIDATION MAUSI BY: STEVE C,4N'CERBUfiai CONCEPTS, INC. 511 CENTRAL PARK DRIVE SANFORD, FLORIDA 32111 (401) 330-3238 TITLE BLOC•Ks FOUNDATION PLAN DAVIS LOT 25 SHEET NO. 2 77 �l JOM3 NO. IB00AVia NOTEOs TOP PLATE --- MTL. STUDS 24" O/C. USE 20 GAUGE OVER W, ----- 1/2" DR -T WALL ON BOTH SIDES BOTT. PLATE #5 BAR CONT. IN POURED GELL C.M.U. WALL TO 8' 4" CONC. SLAB UJ/ & X(o 10-10 W.W.M. (2) #5 REBAR CONTINUOUS 16" INTERIOR OFFICE WAREHOU5E PARTITION 9 TOP PLATE ABOVE 9" DRYWALL ONE 61DE ONLY. TOP PLATE _ O„ MTL. STUDS 24" O/C. USE 20 GAUGE OVER 1(o'. ----- 1/2" DRYWALL 1/2" DRYWALL TO CEILING HGT. BOTT. PLATE 4" CONC, SLAB LJ/ �o X (o 10-10 LJ.L).M. INTERIOR OFFICE WAREHOUSE --FART IT ION 1101-0" p MAL EFf f�YI IONS: 1 MARCH 19, 1999 Q s 3 4 v1 i WINDOW SHEDUI_E O • LOCAT04 W 6141 I-MZONTAL flLIONG1 I , t I � i 1Zr GRAB BAR EXT>_R1oR I LLu '12 M 2, s GRA A 3"a HoLLcw ccs woop INTERIOR Is 30(o 8 � ` . - Wd"a METAL I I I I I X aX a" OVERHEAD METAL MTEMOR E AR l1 bta 1A. NTEMOR , = I ( I 12x W OVEraR• EAD METAL EXTEROR a 20X 14' ov1=RHAc METAL IL 14 t EXTERIOR I 31"a METAL PDLL -LIGHT MTERIOR I I MAL EFf f�YI IONS: 1 MARCH 19, 1999 Q s 3 4 v1 i R . t R • R ' TOP PLATE 4" MTL. STUDS 24" OIG • i 1/2" DRYWALL EA. SIDE BOTT. PLATE - 4" CONC. SLAB UJ/ roXro 10-10 W.W.M. INTERIOR PARTITION f=L OOfR f=L'.AN M -Mm DRAW 15Y: STEVE TITLE IDLOCA FLOOR FLo4N SHEET NO3. cm =FZ5URY CagCEPTS, INC. 511 CENTRAL PARK DRIVE DAVIS LOQ' 2 � .. SANFORD FLORIDA 32111 _ (401) 330-3235 � , JOB NO. 1300AVISPLR WINDOW SHEDUI_E O TYP£ LOCAT04 W 6141 I-MZONTAL flLIONG1 EXm"MoR 1112 4.141 14 MZONTAL 4LIDMG EXT>_R1oR 0i"Yl1DE DOOR SHEDUL E LOCATION A 3"a HoLLcw ccs woop INTERIOR Is 3"8 METAL 1NTEmoR c Wd"a METAL ExtmoR a aX a" OVERHEAD METAL MTEMOR E fzX tz' OVVRWEAD METAL NTEMOR p 12x W OVEraR• EAD METAL EXTEROR a 20X 14' ov1=RHAc METAL EXTEEF"OR 14 3"a METAL KALP-Lk%HT EXTERIOR I 31"a METAL PDLL -LIGHT MTERIOR R . t R • R ' TOP PLATE 4" MTL. STUDS 24" OIG • i 1/2" DRYWALL EA. SIDE BOTT. PLATE - 4" CONC. SLAB UJ/ roXro 10-10 W.W.M. INTERIOR PARTITION f=L OOfR f=L'.AN M -Mm DRAW 15Y: STEVE TITLE IDLOCA FLOOR FLo4N SHEET NO3. cm =FZ5URY CagCEPTS, INC. 511 CENTRAL PARK DRIVE DAVIS LOQ' 2 � .. SANFORD FLORIDA 32111 _ (401) 330-3235 � , JOB NO. 1300AVISPLR FASCADE BY OTHERS 6' GUTTEF TYP. FRONT WALL OEc-IION TYP. MTL. BLDG. SECTION PURLIN 5' O/C R -IS INSULATION DROP CEILING SIN FRAME BY OTHERS o " G.M.U. EAvE PURLIN 7" PURLIN 5' O/C 'T' GIRTS 5' O/C MTL. 605WALL MAIN FRAME BY OTHERS 'SEE FOUNDATION PLAN SHEET 01) NORTH FELEVATION SOUTH E L VAT I ON •. 12 , i�w■ mmm WE6T ELEVATION 12 1 EAST ELEVATION ELEVATIONS I I I JOB NO. 13VPAV*ELV