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HomeMy WebLinkAbout121 Central Park Pl - BC97-002299 (INTERIOR RENOVATIN) (A)1�I Cen�hral Pari; place. n 4. ZONE DATE CONTRACTOR l`JP_T'l1_iS/7 lTC CoMln C22. ADDRESS PHONE # LOCATION I I 32l) � Prt P L OWNER A l FhO a 50J) ADDRESS PHONE 9-7QG/ojLUMBINGCONTRACTOR i ADDRESS PHONE # ELECTRICAL CONTRACTOR ADDRESS PHONE # MECHANICAL CONTRACTOR ADDRESS PHONE # --n SUBDIVISION: PERMIT # C� ✓ �� JOB n� Ct7/ COST FEE STATE NO. CCC 055J,23 FEE $ 7 `� FEE $ FEE $ LOT NO. BLOCK: SECTION: SQUARE FEET: 0 00 MODEL: OCCUPANCY CLASS: MISCELLANEOUS CONTRACTOR FEE5 ENERGY SECT. EPI: ADDRESS SEPTIC TANK PERMIT NO. SOIL .TEST REQUIREMENTS -- FINISHED FLOOR ELEVATION REQUIREMENTS ( ) CERTIFICATE OF OCCUPANCY ARCHITECTURAL APPROVAL DATE: ISSUED # DATE: FINAL DATE JOB NO. 97118A SCALE AS WN IPAVING AND GRADING NOTES GENERAL'NOTES I - :-CONSTRUCTIOi —3' :97 DATE 6 TION: --------- -- 13. SAFETY: CONSTRUC LOCATION'MAP 1. ALL AL (I.E. MUCK, PEAT, A. DURING �THE :THIS DELETERIOUS SUBSURFACE MATERI ALL ELEVATIONS REFER TO BENCH MARK #3043401 SEMINOLE CONSTRUCTION AND/OR MAINTENANCE OF BURIED DEBRIS) IS TO BE EXCAVATED IN ACCORDANCE WITH 4 F 1 - �v � '! DE81GN :DLM TY REGULATIONS ARE TO BE ENFORCED. PROJECT, ALL SAFE THESE PLANS, THE ENGINEER, OR THE SOILS TESTING ICOUNTY, FLORIDA EL .55.130: SITE BENCH MARK NAIL AND DISK NA 5 (i THE� CONTRACTOR OR HIS REPRESENTATIVE SHALL BE Rc s TAVE IN CENTERLINE NEAR NORTHWEST PROPERTY CORNER El_�. 37i,29. AN HIC SURVEY -PROVIDED BY WN 'D L COMPANY. DELETERIOUS MAT'ERIAL SHALL BE R' RESPONSIBLE FOR THE' CONTROL AND SAFETY OF THE D A REMOVED FROM THE SITE. EXCAVATED AREAS TO BE 411111,14111 D MOPING (407) 322-2211 TRAVELING PUBLIC AND THE SAFETY OF HIS PERSONNEL. ROBERTS SURVEYING AN joupt I BACKFILLED NTH APPROVED MATERIALS AND COMPACTED AS CHECKE IDLM TING i I B . LA13OR '-SAFETY REGULATIONS SHALL M TO THE SHOWN ON THESE PLANS. CONTRACTOR IS RESPONSIBLE FOR 2.' LOCATIONS. ELEVATIO S D S OF EXIS N AND IMENSION p REGISTER OF THE DEPARTMENT OF TRANSPORTATION. UTILITIES, STRUCTURES �,AND OTHER FEATURES ARE SHOWN -PROVISIONS BY OSHA IN THE FEDERAL ACQUIRING ANY PERMITS THAT ARE NECESSARY FOR REMOVING DELETERIOUS MATERIAL FROM THE SITE. ''ACCORDING TO THE BEST INFORMATION AVAILA13LE AT THE TIAPP,RQVED ITHE CONTRACTOR SHALL OF PREPARATION OF THESE PLANS. DURING IC. THE MINIMUM STANDARDS AS SET FORTH IN THE CURRENT 2. ALL NECESSARY FILL AND EMBANKMENT THAT IS PLACED 7 VEPJFY THE ELEVATIONS, AND DIMENSIONS OF,ALL LOCATIONS, "ROADWAY EDITION OF THE STATE OF FLORIDA, AND CONSTRUCTION SHALL CONSIST OF MATERIAL: SPECIFIED BY THE EXISTING UTILITIES, STRUCTURES AND OTHER FEATURES OWNER'S SOIL TESTING COMPANY OR ENGINEER AND BE PLACED < NDARDS" SHALL BE FOLLOWED IN THE AFFECTING THIS'WORK PRIOR TO CONSTRUCTION. AND COMPACTED ACCORDING TO THESE PLANS OR THE REFERENCED u DESIGN APPLICATION, INSTALLATION, MAINTENANCE AND SOILS REPORT. .......... (A 13., THE: CONTRACTOR, SHALL CHECK PLANS FOR CONFLICTS AND REMOVAL OF ALL TRAFFIC CONTROL DEVICES, WARNING IISHED PAVEMENT OR 31 1 t DISCREPANCIES PRIOR TO CONSTRUCTION. THE CONTRACTOR DEVICES- AND -BARRIERS NECESSARY TO PROTECT THE 3. PROPOSED SPOT ELEVATIONS REPRESENT FIN 'ANY CONFLICT BEFORE -PUBLIC AND WORKMEN FROM HAZARDS WITHIN THE PROJECT. WISE NOfED ON DRAWINGS. SHALL NOTIFY THE ENGINEER OF CONTRACTOR SHALL COORDINATE WITH LANDSCAPE PERFORMING ANY WORK IN THE.AFFECTED AREA. 0. ALL TRAFFIC. CONTROL MARKINGS AND DEVICES SHALL ITE �'REQUIREMENTS TO ALLOW 3" BELOW TOP OF CURB OR EDGE CONFORM TO THE PROVISIONS SET FORTH IN THE "MANUAL 4. THE , CONTRACTOR SHALL EXERCISE. EXTREME CAUTION IN AREAS OF PAVEMENT FOR PLANTINGS. ON UNIFORM TRAFFIC CONTROL DEVICES" PREPARED BY THE HOURS OF BURIED UTILITIES AND SHALL PROVIDE AT LEAST 46 NOTICE TO THE UTILITY COMPANIES PRIOR TO CONSTRUCTION TO ATION U.S. DEPARTMENT OF TRANSPORTATION, FEDERAL HIGHWAY 4. CONTRACTOR IS TO PROVIDE EROSION ADMINISTRATION. BARRIER (HAY BALES OR SILTATION CURTAIN) TO. PREVENT z OBTAIN FIELD 'LOCATIONS OF EXISTING UNDERGROUND Ld SILTATION OF ADJACENT PROPERTY, STREETS, STORM SEWERS UTILITIES. IIIT SHALL BE THE -SOLE RESPONSIBILITY OF THE AND WATERWAYS. IN ADDITION. CONTRACTOR SHALL PLACE 2 0 DAMAGE L APPLICABLE STRAW, MULCH OR OTHER SUITABLE MATERIAL ON GROUND IN IF e 5. THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING ANY V) Ira. 4 .TO EXISTING FACILITIES, ABOVE OR BELOW GROUND, THAT MAY SAFETY REGULATIONS. THE ABOVE INFORMATION HAS BEEN AREAS WHERE 'CONSTRUCTION RELATED TRAFFIC 13 TO ENTER AND 4 -77- NTRACTOR'S INFORMATION ONLY AND EXIT SITE. IF, IN THE OPINION OF THE ENGINEER AND/OR incr TITIES OF EARTH ARE CONTRACTOR CALLED FOR IN THIS CONTRACT., DOES NOT IMPLY THAT THE OWNER OR ENGINEER WIH LOCAL AUTHORITIES, EXCESSIVE QUAN z INSPECT AND/OR EN ATIONS. -SITE EITHER BY NATURAL DRAINAGE OR BY TRANSPORTED OFF < 6. IT IS THE CONTRACTOR'S RESPONS1131UTY TO BECOME FAMILIAR VEHICULAR TRAFFIC, THE CONTRACTOR 18 TO REMOVE SAID j 50. THE ENGINEER AND/OR — N\- EARTH TO THE SATISFACTION OF r pt I 0 HE AUTHORITIES. THE VARIOUS GOVERNMENTAL AGENCIES AND THE ENGINEER. INSPECTIONS ACCORDING TO 9 Upssall� - W! TH THE PERMIT AND INSPECTION REQUIREMENTS SPECIFIED BY CLEARING AND SITE PREPARATION NOTES SHALL OBTAIN ALL NECESSARY PERMITS PRIOR f CONTRACTOR TO CONSTRUCTION, AND SCHEDULE 5.' IF WIND EROSION BECOMES SIGNIFICANT DURING CONSTRUCTION 1. PRIOR TO ANY SITE CLEARING, ALL TREES SHOWN TO REMAIN AS Lu AGENCY INSTRUCTIONS. THE CONTRACTOR SHALL STABILIZE THE AFFECTED AREA USING INDICATED ON THE LANDSCAPE PLAN SHALL BE SPRINKLING, IRRIGATION OR OTHER ACCEPTABLE METHODS. PROTECTED. IT SHALL BE THE CONTRACTOR'S RESPONSIE31LITY CL 7. ALL SPECIFICATIONS AND DOCUMENTS REFERRED TO SHALL BE OF TO MAINTAIN THESE TREES IN GOOD CONDITION. f LATEST REVISION. 4J Ld -�3. CONTRACTOR SHALL CLEAR AND GRUB ONLY -THOSE PORflONS OF TESTING AND INSPECTION REQUIREMENTS: 8. ALL WORK PERFORMED SHALL COMPLY WITH THE REGULATIONS AND Kuo THE SITE NECESSARY FOR CONSTRUCTION. DISTURBED AREAS AN RIOUS GOVERNMENTAL AGENCIES HAVING 41 WILL BE SEEDED, MULCHED, SODDED OR PLANTED WITH OTHER )JRISDICTION OVER THE WORK, E' MATERIAL 1. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING 11. AT ,EAST 3 WORKING DAYS PRIOR TO CONSTRUCTION, THE APPLICABLE TESTING WITH THE SOILS ENGINEER. �UPON s CONTRACTOR SHALL NOTIFY THE ENGINEER AND APPROPRIATE COMPLETION OF THE WORK, THE SOILS ENGINEER WILL SUBMIT < THE TOP 4" TO 6" OF GROUND REMOVED DURING CLEARING AND om u -j AGENCIES AND SUPPLY THEM WITH THE CONTRACTOR'S NAME. CERTIFICATIONS TO THE OWNER AND ENGNEER STATING THAT I_E, PROJECTED CONSTRUCTION SCHEDULE, ALL GRUBBING SHALL BE STOCKPILED AT A SITE DESIGNATED BY THE STARTING DAT ALL REQUIREMENTS HAVE BEEN MET. WINGS AND OTHER INFORMATION AS LANDSCAPING PURPOSES, UNLESS 0 LIFIED �7 2. THE OWNER WILL RETAIN THE SERVI'CES QUA OTHERWISE DIRECTED BY THE OWNER. REMAINING EARTHWORK REQUIRED. ANY WORK PERFORMED PRIOR TO NOTIFYING THE THAT , RESULTS FROM CLEARING AND GRUBBING OR SITE CESSARY AS, OF '�A ENGINEER MAY BE SUBJECT TO REMOVAL AND REPLACEMENT AT TESTING EXCAVATION IS TO BE UTILIZED ON-SITE IF REQUIRED, XPENSE. REQUIRED -BY THESE PLANS AND THE VARIOUS AGENCIES. , THE - TIAL TESTING. PROVIDED THAT HE MATERIAL IS DEEMED SUITABLE FOR OWNER SHALL PAY THE COSTS OF ALL INI SECTION 28, TOWNSHIP 19S, RANGE 30E 12.- WORK' PERFORMED UNDER THIS CONTRACT, SHALL INTERFACE CONSTRUCTION BY THE SOIL TESTING COMPANY. SHOULD ANY RETESTING BE REQUIRED DUE TO THE FAILURE OF -EXCESS MATERIAL 15 TO 13E EITHER STOCKPILED ON THE SITE < SMOOTHLY NTH OTHER WORK BEING PERFORMED ON SITE BY ANY TESTS TO MEET THE REQUIREMENTS, THE CONTRACTOR SHALL IAS DIRECTED BY THE ENGINEER, OR,REMOVED FROM THE SITE. R AND UTILITY COMPANIES. IT WILL BE AID RETESTING. cl NTRACTOR TO COORDINATE AND SCHEDULE CONTRACTOR IS RESPONSIBLE FOR ACQUIRING ANY PERMITS THE SITE. LL- AND UTILITY COMPANIES, FROM HIS ACTIVITIES, WHERE NECESSARY, WITH OTHER CONTRACTORS THAT ARE NECESSARY FOR REMOVING EXCESS EARTHWORK LEGAL. DESCRIPTION TION DEBRIS AND OTHER WASTE MATERIAL SHALL 4. ALL CONSTRUC BE DISPOSED OF OFF-SITE IN ACCORDANCE WITH APPLICA13LE (y) REGULATORY ACENCY REQUIREMENTS. -Z LOTS 23 AND 24, SANFORD CENTRAL PARK, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOO C\l _j PAGES 64, 65 AND 66 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA. ZONING: R LOT 23 (2.50AC) AS BUILT-. LANDSCAPE TIMBERS ALONG PERIMETER OF >< W FDOT TYPE Ill SILT fENCE 121 CENTRAL �PARK PLACE AVING (TYP). X > UPON COMPLETION OF CONSTRUCTION, THE CONTRACTOR SHALL FURNISH THE ENGINEER WITH COMPLETE 'AS -BUILT" ID #28-19- 30-5,J13-000-02,30 INFORMATION CERTIFIED BY -A REGISTERED LAND SURVEYOR. EXIS'rING, 8" WATER MAIN 30" H�GHI INTENSITY STOP SIGN— THIS *AS -BUILT' INFORMATION SHALL INCLUDE . INVERT 10' UrILITY AND DRAINAGE EASEMENT (TYP) 24 WHITE STOP BAR ELEVATIONS. LOCATION OF FITTINGS, LOCATION OF STRUCTURES . ...... ZONING:, R-1-1 SOILS TYPE: MYAKKA, & TAVARES FOR ALL UTILITIES INSTALLED, AS WELL AS TOP OF BANK AND 0 0 TOP OF SLOPE AND GRADE BREAK LOCATIONS AND ELEVATIONS TRAL PARK PLACE C/L CENTRAL PARK PLACE FOR POND AND DITCH CONSTRUCTION. NO ENGINEER'S REG. 318" REGAR NO ID. C/L CEN ILL CERTIFICATIONS FOR CERTIFICATE OF OCCUPANCY PURPOSES WILL BE MADE UNTIL THIS INFORMATION IS RECEIVED AND —PAVED ROA0 z 0:: 'O APPROVED BY HE ENGINEER. RE ,3/8- REBAR # 1653 w z — < REG. 31 6- REEIAR # 1653 V) S 89'45'02" W - - - �j 1\ 284. ANITARY SEWER RIM ELEV. 35.OJ _7 _,ga4F SIGN Lwi 10' UTILITY AND DRAINAGE EASEMENT (TYP) ptti&" PjjRN PIN,;,4 9 0 90*00,00" 11 PARKING SPACES 10 PARKING SPACES A 04*46'58* R - 25.00' �INE R = 903.60 L = 39.27' L - 75.43' Iro 00 INEIu Ln -F IE CONCREIE HEADER CURB 1;� Ld Pk*(KING ARLA PINr 1ACEMENT INFORMATION _dA_ ll� - STORMWATER MA PINE CC i I Y AEIE FLIJVL CONREJE PARKING AREA ACCORDING 'TO THE EXISTING ST JOHNS RIVER WATER MANAGEMENT DISTRICT PERMIT, 4 -PA ALM CONSTUCT NEW 6" CONCRETE PAVT PINE _,C)l THE MASTER STORMWATER MANAGEMENT SYSTEM IS DESIGNED AND PERMITTED TO 11, + - — ACCEPT THE RUNOFF FROM LOT 23 BASED O 6 Yp @ b 9P 9 65% 1 RKING LOT AREA IS 7 PARKING SPACES 8 PA ES 7 PARKING SPA ES -PINE I MPERVIOUS. THE PROPOSED TEMPORARY CRUSHED STONE PA APPROXIMATELY 70,605 SQUARE FEET, OR 63% OF THE TOTAL 108,903.75 SQUARE FEET uj 30" HIGH INTENSITY STOP SIGN LOT AREA. 6 PARKING SPAC PARKING SPACES 8 ARKING SPACES 24''WHITE STOP BAR -1 ES PI E fE FL . mmfu LIME u 6 57*0' _Pj I lu Lf N co R 5: CONREfE PARKING AREA CONFlbF PARKINC AREA PRIOR TO FIVE (5) YEARS FROM SITE PLAN �APPROVAL DATE, L v V20 p%, THE OWNER SHALL RESTORE LOT 23 TO AN UNDEVELOPED STATE. I 0 4."I COVERED CONR c ET ENTRY INCLUDING CRUSHED STONE AND IMPROVEMENTS TO BE REMOVED EXIST. SANITARY SEWER .7 -C( TN Fi E—T C 1 _Lk Z AND REPLACED WITH GRASS OR THE PARKING AREAS BE SITE PLAN (OWNER TO DEVELOP AND SUBMIT). IIIINE PERMANENT�Y IMPROVED PER A CITY OF SANFORD APPROVED . ... ... .. . 10 -OAK < LJ uj 12:' 1 RAMPS REG. 1/2- IRON 1314 u CONC. PAD Z LOT ui < 22 -PINE F1 UME fi- rAfOi' CONCRETE 4' SIDWALK p FLUSH NTH EDGE *OF CONCRETE, PAVT Lm P IREIE.BLOCK COMERCIAL BUILDING 00 I1 - STORY = CONC. A.C.:PADS (TYP' L4 P LAT B 0 0 K, 33, PAGE 64-66 10.2' PINE tHANDICAP PARKING SIGN MOUNTED AT EXIST. BUILDING fig, CONCRETE DUMPSTER PAD PER CITY OF SANFORD REQUIREMENTS (6) ZONING: R-1-1 W. E 6 L ...... . ...... -PIt E E PER PROVIDE DUMPSTER ENCLOSUR INE 'bl 11 -Pit E ALUMINUM OVERHANG 4 �4 UY ANCHORS 44.40' TING� NPROVEMENTS) L CITY OF SANFORD LAND DEVELOPMENT REGULATIONS. P1 ALUMINUM UVEfilfANQ OA I(EXIS %-PINE 6'-O' 38 2"Min ;;?l 3 Max 12"± NING: R-1-1 zo 2- STORY METAL COMMERCIAL BUILDING -Pip 0 sEm- \ t — 5 z 4- MATCH EXISTING GRADE LL_ T 24, L 0 20U.41' _w'f N K MATCH EXISTING SLOPE b"Min ro Lj < 9*Mcjx (j El T 4"Min LO 25 I_vp 0 5"max 2"Min gs — cr_ CONCRETE PADS ts* or .1/4' h04v CRU SANFORD CENTRAL PARK 41 4" CRUSHED STONE (1'(P s Df�,\JNAGE EASE �p A --- ;:_� � I --- I I % AASHTO T180) 0 -'IV Al) � -t 'ES 64-66 12* COMPACTED SUBGRADE (98 PLA"I BOOK 33, PAC, ml ly A IQ PAVED 4' AIRS. 18' LONG r7woll PER WHEEL STOP) TYPICAL PAVEMENT SECTION R 4405.66' Ic6m L - 247,22' WH8E'L �STOPDETAIL ---------- 4 PARKING LAYOUT.NOTES: w Iic - I -AT, THE EDGE OF THE CRUCHED -STONE PAVING. ALL PERIMETER PARKING SPACES- ARE 10 x 18' WI TH A CONCRETE: WHEEL. STOP F WI TH A CONCRETE WHEEL 'STOP. 2 FR�OMJHE EDGE OF THE -CRUSHED STONE PAVING. ALL INTERIOR PARKING SPACES ARE 10 X 20, ALL DRIVEWAYS AND DRIVE AISLES ARE -24' WIDE. A 6-13-97' ,�� 7,7 0,� ti, V i, 7 1, . . .. ... 7, tJ ZZZ P" .1, 1,4 7 7­it'Si"­"-'%­ 77777-, 4 f6 to r j: JOB, �Ng. 18A.I, P; W r PAVING AND GRADING NOTES SCALEAS "SHOWN 'GENERAL NOTES — — — — — — — — — — — — — — — - — — — — — w AT 7 9.7 b A ;� "1 7— F J1.0W* MAP .],�FlEfy; 'CONSTRUCTION; CONSTRUCTION: �',l 3. .,ALL CH MARK �#3043401 SEMINOLE ELEVATION R- TO bEN VA."+'.'; DU 41 RINd THE CONSTRUCTION ANbIOR'. MAINTENANCE OF THIS 1 ALL DELETERIOUS SUBSURFACE MATEklil MUCK, PEAT, S REFE I I A - DEBRIS) IS TO BE EXCAVATED IN ACCORDANCE WITH 6 '' -i i BURIED COUNTY, FLORIDA EL 55.130: SITE BENCH MARK NAIL AND DISK PROJECT ALL SAFETY REGULATIONS ARE TO BE ENFORCED. :' : I — . . . DLM' _14 - I I DESIGN H IN. CENTERLINE NEAR NORTHWEST PROPERTY CORNER EL 37.29. T E '"C6NTRACTOR OR His REPRESENTATIVE 'SHALL BE THESE PLANS, THE ENGINEER. OR THE SOILS TESTING 114AR CONTROL AND SAFETY OF THE COMPANY. DELETERIOUS MATERIAL SHALL BE BOUNDARY AND TOPOGRAPHIC SURVEY PROVIDED BY RESPONSIBLE' FOR THE REMOVED FROM THE SITE. EXCAVATED AREAS TO BE ROBERTS SURVEYING AN TRAVEUNG PUBLIC AND THE SAFETY OF HIS PERSONNEL. N`I) M DRAW L lip D MAPPING (407) 322-22i3. BACKFILLED WITH APPROVED MATERIALS,AND COMPACTED AS '7 'i"'LABOR SAFETY REGULATIONS SHALL CONFORM TO THE I C E KED" PLIVil -n a RESPONSIBLE FOR 'LOCA I I : 1, 1 1 H'C SHOWN ON THESE PLANS. CONTRACTOR IS PROVISIONS SET FORTH' BY OSHA IN THE FEDERAL THAT ARE NECESSARY FOR REMOVING 2. TIONS.- - -ELEVATIONS, 't,'AND DIMENSIONS' OF, E�IS N FEATURES ARE. SHOWN ACQUIRING ANY,PERMITS UTILITIES, . STRUCTURES . AND OTHER DELETERIOUS MATERIAL FROM THE SITE. 'ACCORDING TO THE BEST INFORMATION AVAILABLE Ill TIME REGISTER OF THE DEPARTMENT OF TRANSPORTATION. PkOV -OF PREPARATION'OF THESE PLANS. THE CONTRACTOR SHALL AP. ED. U -A ", ii. . ... I Lij CURRENT 2. NECESSARY FILL AND EMBANKMENT THAT IS PLACED DURING VERIFY. THE LOCATIONS, ELEVATIONS, AND DIMENSIONS OF ALL "'.,THE ,MINIMUM STANDARDS AS SET'FORTH IN THE CONSTRUCTION SHALL CONSIST OF MATERIAL SPECIFIED BY THE EDITION OF. THE STATE OF FLORIDA, ftROAOWAY. AND 'EXISTING UTILITIES, � STRUCTURES AND OTHER FEATURES.. 1,0 t TRAFFIC DESIGN OWNER'S SOIL TESTING COM PLACED lAFFEQTING THI -_7 -, �ii ,;, -1. ..-1 It . . , < PANY OR ENGINEER AND BE S, WORK PRIOR TO CONSTRUCTION., STANDARDS* 'SHALL HE FOLLOWED IN TH� AND COMPACTED 'ACCORDING TO. THESE PLANS OR THE REFERENCED INSTALLA ON, MAIN NANCE AND APPLICATION, TI TE SOILS REPORT. -'3.' THE CONTRACTOR SHALL, CHECK PLANS FOR CONFLICTS AND REMOVAL OF ALL TRAFFIC CONTROL DEVICES, , WARNING , 1�1� . 11 . . I - , .1 ___9 TION. THE CONTRACTOR DEVICES AND BARRIERS NECESSARY TO , PROTECT 'PROPOSED SPOT ELEVATIONS REPRESENT FIN15HED PAVEMENT THE DISCREPANCIES PRIOR TO CONSTRUC 3. OR SHALL NOTIFY THE ENGINEER OF ANY CONFLICT BEFORE iPU8LIC AND WORKMEN FROM. HAZARDS WITHIN THE PROJECT. GROUND SURFACE GRADE UNLESS OTHERWISE NOTED ON DRAWINGS. it "1 0 *�i -ALL ',TRAFFIC CONTROL MARKINGS AND DEVICES ,SHALL, PERFORMING ANY WORK IN THE AFFECTED 'AREA. CONTRACTOR SHALL COORDINATE WITH LANDSCAPE t, �j 0_4 "MANUAL REQUIREMENTS TO ALLOW 3" BELOW TOP OF CURB OR EDGE !SITE 4. THE iCONTRACTOR SHALL, EXERCISE EXTREME CAUTION. IN AREAS -k CONFORM TO THE 'PROMSIONS SET FORTH IN THE 0 F PAVEMENT FOR PLANTINGS. 't ON UNIFORM TRAFFIC CONTROL DEVICES" PREPARED BY THE OF BURIED UTILITIES AND SHALL PROVIDE AT LEAST 48 HOURS TROL/SEDIMENTATION NOTICE TO THE UTILITY COMPANIES PRIOR TO -CONSTRUCTION TO U.S. ''DEPARTMENT OF TRANSPORTATION, FEDERAL HIGHWAY 4. CONTRACTOR IS TO PROVIDE EROSION CON ADMIN z ISTRATION. w OBTAIN' FIELD LOCATIONS OF EX]ISTING UNDERGROUND BARRIER (HAY BALES OR SILTATION CURTAIN) TO PREVENT L 0 STRAW, MULCH OR 0 IN SILTATION OF ADJACENT PROPERTY, TREETS, STORM SEWERS UTILITIES. IT,�i,_SHALL. BE THE SOLE RESPONSIBILITY OF THE AND WATERWAYS. IN ADDITION, CONTRACTOR SHALL PLACE S ':CQNTRACTOR TO COMPLY AND ENFORCE ALL APPLICABLE THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING ANY DAMAGE OTHER SUITABLE MATERIAL ON GROUND TO EXISTING FACILITIES, ABOVE OR BELOW GROUND. .'THAT MAY SAFETY REGULATIONS. THE ABOVE INFORMATION HAS BEEN AREAS WHERE CONSTRUCTION RELATED TRAFFIC IS TO ENTER AND THE WORK 'PERFORMED BY THE OCCUR AS A RESULT OF PROVIDED FOR THE CONTRACTOR'S INFORMATION ONLY AND EXIT Sit. IF, IN THE OPINION OF THE ENGINEER AND/OR uu NOT IMPLY THAT THE OWNER OR ENGINEER WILL cr CONTRACTOR CALLED FOR IN THIS CONTRACT. LOCAL AUTHORITIES, EXCESSIVE QUANTITIES OF EARTH ARE .. re) 0 z ,INSPECT AND/OR ENFORCE SAFETY REGULATIONS. TRANSPORTED OFF-SITE EITHER BY NATURAL DRAINAGE OR BY 6. IT IS THE CONTRACTOR'S kESPONSIBILI(TY TO 13ECOME FAMILIAR VEHICULAR TRAFFIC. THE CONTRACTOR IS TO REMOVE SAID WITH�THE PERMIT EARTH TO THE SATISFACTION OF THE ENGINEER AND/CIR THE VARIOUS GOVERNMENTAL AGENCIES AND THE ENGINEER. THE AUTHORITIES. -AND INSPECTION REQUIREMENTS SPECIFIED BY, 'CL�ARING,AND SITE PREPARATION NOTES — - CONTRACTOR SHALL 013 RMITS PRIOR TO TiONS ACCORDIN TO 13,1997 CONSTRUCTION. AND SCHEDULE INSPEc 5. IF WIND EROSION BECOMES SIGNIFICANT DURING CONSTRUCTION Al PRIOR TO ANY SITE CLEARING. ALL TREES SHOWN TO REM N AS IAGENCY INSTRUCTIONS. INDICATED ON THE LANDSCAPE PLAN SHALL BE ALL STABIUZE THE AFFECTED AREA USING SPRINKLING, IRRIGATION OR OTHER ACCEPTABLE METHODS. PROTECTED. IT SHALL HE THE CONTRACTOR'S RESPONSIBILITY 7. ALL SPECIFICATIONS AND DOCUMENTS REFERRED TO SHALL BE OF TO MAINTAIN THESE TREES IN GOOD CONDITION. ..................... LATEST REVISION. TRACTOR SHALL CLEAR AND GRUB ONLY THOSE PORTIONS :CIF 3' 'CON 5: Ck Ld 8. ALL WORK PERFORMED SHALL COMPLY WITH THE REGULATIONS AND 'THE SITE NECESSARY FOR CONSTRUCTION. DISTURBED AREAS TESTING AND INSPECTION REQUIREMENTS: - IOUS GOVERNMENTAL AGENCIES HAVING WILL BE SEEDED, MULCHED, SODDED OR PLANTF-D WITH OTHER JURISDICTION OVER THE WORK.. E SCAPE MATERIAL. I . THE vCONTRACTOR IS RESPONSIBLE FOR COORDiNATING 0- 11. AT LEAST 3 WORKING DAYS PRIOR TO CONSTRUCTION. THE APPLICABLE TESTING WITH'THE SOILS ENGINEER. 'UPON um 0 CONTRACTOR SHALL NOTIFY THE ENGINEER AND APPROPRIATE '! COMPLETION OF THE WORK, THE SOILS ENGINEER WILL SUBMIT < 3 �GROUND REMOVED DURING CLEARING AND CERTIFICATIONS TO THE OWNER AND ENGINEER STA`ING THAT AGENCIES AND SUPPLY THEM.WIITH THE CONTRACTOR'S NAME.. GRUBBING SHALL BE STOCKPILED AT A SITE DESIGNATED BY THE 1T. - STARTING DATE, PROJECTED CONSTRUCTION SCHEDULE, ALL ALL REQUIREMENTS HAVE BEEN MET. R LANDSCAPING PURPOSES, UNLESS REQUIRED SHOP DRAWINGS AND -OTHER INFORMATION AS REQUIRED. ANY WORK PERFORMED PRIOR TO NOTIFYING THE OTHERWISE DIRECTED BY THE OWNER. REMAINING EARTHWORK 2. THE OWNER WILL RETAIN THE SERVICES OF A QUALIFIED AT, RESULTS:FROM CLEARING AND GRUBBING OR SITE Z -�TH TESTING LABORATORY TO PERFORM ALL TESTING NECESSARY AS ENGINEER MAY BE SUBJECT TO REMOVAL AND REPLACEMENT AT EXCAVATION IS TO BE 'UTILIZED ON-SITE IF REQUIRED, THE CONTRACTOR'S EXPENSE. REQUIRED BY THESE PLANS AND THE VARIOUS AGENCIES. THE itPROVIDED. THAT THE MATERIAL IS DEEMED SUITABLE FOR OWNER SHALL PAY THE COSTS OF ALL INITIAL TESTING. 1;28 TOWNSHIP 19S, RANGE 30E. SECTION TING CONSTRUCTION BY THE SOIL TES COMPANY. WORK PERFORMED UNDER THIS CONTRACT SHALL INTERFACE SHOULD ANY RETESTING BE REQUIRED DUE TO THE FAILURE OF SMOOTHLY NTH OTHER WORK BEING PERFORMED ON SITE BY EXCESS MATERIAL IS TO BE EITHER STOCKPILED ON THE: SITE ANY TESTS TO MEET THE REQUIREMENTS, THE CONTRACTOR SHALL OTHER CONTRACTORS AND UTIUTY COMPANIES. IT WILL BE AS'DIRECTED BY THE ENGINEER, OR REMOVED FROM THE SITE. AID RETESTING. CONTRACTOR IS RESPONSIBLE FOR ACQUIRING ANY PERMITS NTRACTOR TO COORDINATE AND SCHEDULE 0 HIS ACTIVITIES, WERE NECESSARY, WITH OTHER CONTRACTORS FOR REMOVING EXCESS EARTHWORK. THE AND UTILITY COMPANIES. FROM SITE, AL CONSTRUCTION DEBRIS AND OTHER WASTE MATERIAL SHALL .-LEG' L DESCRIPTION L 13E oDISPOSED OF OFF-SITE IN ACCORDANCE WITH APPLICABLE (y) Y REQUIREMENTS. 4, SANFORD CENTRAL,? RK,'.ACCORDING TO THE PLAT THEREOF ASRECORDED IN PLAT BOOK 33, 6 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA. z ZONING: !R— a: LOT 23 (2.50AC) Z AS BUILT. LANDSCAPE TIMBERS ALONG PERIMETER OF >< W FDOT TYPE 1.11 S.ILT FENCE TION, THE CONTRACTOR SHALLI D STONE PAVING (TYP). UPON COMPLETION OF CONSTRUC TI N 0 8 ��,'WATER .MAIN ID��,#28-1 9-30-5JB-000-02,30 FURNISH THE ENGINEER NTH COMPLETE "AS -BUILT" EXIS 1), INFORMATION CERTIFIED BY A REGISTERED LAND SURVEYOR. 30" HIGH INTENSITY STOP SIGN _YP) THIS "As-aulLT" INFORMATION SHALL INCLUDE INVERT 10' U nLITY. AND DRAINAGE EASEMENT (T 24 WHITE STOP BAR ELEVATIONS, LOCATION OF FITTINGS, LOCATION OF STRUCTURES, CC. oc ON SOILS TYPE. MYAKKA &TAVARES FOR ALL UTILITIES INSTALLED, AS WELL AS TOP OF BANK AND I N C: R TOP OF SLOPE AND GRADE BREAK LOCATIONS AND ELEVATIONS c /L CENTRAL PARK PLACE /L' CENTRAL PARK PLACE FOR POND AND DITCH CONSTRUCTION. NO ENGINEER'S REC. 3 8" RWAR NO ID.. u_ ........... CERTIFICATIONS FOR CERTIFICATE OF OCCUPANCY PURPOSES z WILL BE MADE UNTIL THIS INFORMATION IS RECEIVED AND Al PAVE15 f �OAO w APPROVED BY THE ENGINEER. PAVED ROAD REC. t,,3/8* REBAR # 1653 REC, # 1653 `13 W w - ------- !iANITARY SLYMI'li K!�.-;� 35.03 IINE Lj_J SIGN 89*45'02" W > PINF<-) Ln TILITY AND DRAINAGE EASEMENT (TYP) 10' U L /a 9010' u I I PARKING SPACES 10 PARKING SPACES A - 04-41l -XINE R = 903.60, L 39 27' lb -PINE F L - 75.43' R - 25.00' -P E. HEADER CURE3 (TYR) CONREIL PARKING AREA -PINE INC .STORMWATER MANAGEMENT INFORMATION ACCORDING�TO THE EXISTING ST JOHNS RIVER WATER MANAGEMENT DI�TRICT PERMIT, PARKING AREA L CO PINE M THE,� 'ASTER STORMWATER MANAGEMENT SYSTEM IS DESIGNED AND PERMITTED TO STUCT NEW 6" ;CONCRETE PAVT 13. �E _c� P 4 ACC PT THE RUNOFF FROM LOT 23 BASED ON A DEVELOPED AREA NOT TO EXCEED 9 6 PAI Es -P11 E IMPERVIOUS. THE PROPOSED TEMPORARY CRUSHED STONE PARKING LOT AREA IS 7 PARKING SPACES 5-- 4E 9 �APPRO�IMATELY 70,605 SQ' 7 PARKING SPACES % UARE FEET, OR 63% OF THE TOTAL 108,903.75 SQUARE, FEET 6 PARKING SPACES PI CONCRETE. FLUME, 7 PARKING 5PACES 8 ARKINO SPACES tN CONRErE PARkINC AREA J, 11 1 L P I I I tp - , , 'A�EA. 24" WHITE STOP BAR- i4LOT, 30" HIGH INTENSITY STOP SIGN Ln 57 9 CONRETE PARKING AREA 043: R I PRIOR TO FIVE (5) YEARS FROM SI't'PLAN APPROVAL DATE, L -/�03.88 THE OWNER SHALL RESTORE LOT 23 TO AN UNDEVELOPED STATE. N ENTRY v c iE X I ST. SANITARY, SEWER INCLUDING CRUSHED STONE AND IMPROVEMENTS TO BE REMOVED 7' NRE TE NLK AND REPLACED WITH GRASS OR THE PARKING AREAS BE -IINE PERMANENTLY IMPROVED PER A CITY OF SANFORD APPROVED PLAN (OWNER TO DEVELOP AND SUBMIT). z 0,10 -OAK w, CONC, PAD 12:1 RAMPS REC. 1/2- IRON #3144 0 22 ul w -P(NE F CONCRETE FLUME yp -TAT 4' SIDWALK 10 NFORD CEN,rRAL PARK IPOLE FLUSH NTH EDGE OF CONCRETE PAVT L �4 PL300K 33, PAGES 64-66 1- STORY CONREIC GLOCK COMERCIAL BUILDING CONC. A.C. PADS (TYP) 22.Zo' 7T - -t N P PARKING SIGN MOUNTED AT EXIST. BUILDING'- HANDICA, G:111HEIE CONCREIE DUMPSTER PAO �10 Z 1�? PER CITY OF SANFORD REQUIREMENTS (6) p I NE 'ZON �0, . .... ... .. 'PROVIDE DUMPSTER ENCLOSURE PER PA� jNE c CITY OF SANFORD LAND DEVELOPMENT REGULATIONS. ALUMINUM OVERHANG �ora P (D ANCHORS b -PINE TS) L P�, (E X'S TI N G WPROVEMEN 44.40' INE -0. %-PINE 'OLE 2"Min L4 12"± 3"max 09 VZONING: R-1-1 ou b'V PIN, 2 S fORY ME IAL COMMERCIAL BUILDING J9 4��- T 24 MATCH EXISTING GRADE 5�r CY LO -Ig 0 13"Min U 20U.41' 55.9', l CD 9"Mux I I .,. — MATCH EXISTING SLOPE a 4"Min T 25 LO E T _vp, 2'lil 5"Max V, .7 U3 CONCRE IE PADS CRUSHED STONE 4' holes SANFORD' CENTRAL:PARKI z 4"CRUSHED STONE V5:min 41 11AGE 0 V) BOOK 33, PAGES 641: gOAD 12" COMPACTED SUBGRADE (98% AASHTO T180) P.LAI ARS. TO- LONG Pl MiEl STOP) A 03'12*54' 15.16 TYPICAL PAVEMENT SECTION R 4405.66' L 247.22' x COMPACTED SUBGRAOE p 'STOP DETAIL IIIEEL 'APPROVED 'IENGINEERImi; PtANS A PARKING L YOUT–NOTES:' :DATZ, -OF THE CRUCIFIED -STON ALL PERIMETER, PARKING SPACES ARE 10 WI TH A CONCRETE, �WHEEL�� STOP -AT' THE EDGE E PAVING, x 18' BY ALL,,%l N TER I OR PARKING SPACES'ARE. 10 x 2 0'.. W1 TH A CONCRETE- WHEEL', -OF THE CRUSHED STON PAVING STOP 2.. OM JHE EDGE E iALL DRIVEWAYS AND DRIVE AISLES ARE24 WIDE. It t .i �11[it rc [lt :ALL4Q ML111 Ll ll: -f- ib, U1uu 4LQ11 rCZ)latur usL;u vy L11t: -)-);I d. At t111S %;aZC, till: ry. rllust be UL listed for the fire panel (not the 5395). j Model ' 5395 Trouble Input 2—\ Input 1 ; A V t OUTI F Rete 5 0 -no Supervised EOL Notification (must be UL listed Circuits + - - Class B notification for the fire panel) Lo;;�) O O - O output from fire panel Class B Model� 8 Mode 7628 +4.7k EOL 4.7k EOL t + m..an Figure 4-5. Class B Supervised Input/output Connections 'SAR1F'OFtD. BllIl.D1NG "iS�P�', TFIcSE `PLANS ARE REVIEWED AND CONDITIOIVAt,. 4CCEPTED FOR PERMIT.'A PERMIT I:SUEb SHALL -0NSTRUEb'`I"O'BE A'LICEN5E'TO PROCEED WI' fHE bYURK pj"jJ �;b 'AS AUTHbRIT•Y 'T© 'VIOLAT CANCEL, ALTs F7, '�R SET 'ASIDE +ANY 'OF "I F ' OVISIONS OF Tf1E'TECHNICAL'CObI S,,NOFt SHAT SUANCE OFA � ' 1Mi'f PI3E`IEN'r -rHE i'EPT FROM THEREAFTER REQUIRING A CORRH $UILDIJ ION OF ERFiORS ON THE PLANS. CONSTRUCTIC IR OTHER VIQLATiONS OF THE'C,:oDL-`S. ezig m tnt en OMNI cl9 ws- CJ "+•DIETZO EN NO ISHMF Aa EPROOF MASTER FORM GYM BOL 'DESCRIPTION TO r~7.3ST4t14 NOTES • V4c Aob/' . S � aa.. c,4o�ccf at' F"Ip-�F- TO f~A 14*ri0 • Demex AtJb/ . � � 4R, CIQICJJ 1"C TO ExIsrimG �X F Orb 'QuLC:•Uri- WIRING DIAGRAM-. GYM BOL 'DESCRIPTION MODEL NOTES F"Ip-�F- %'rwD. ��ll 3 . �X f I RE At.n gm AXI ST1'U G El �,C 'Ar�6WNGFfjU2. (�'j� F1 ��. A�2iYl �NcF�JJCjC JU% F F I C E C oul wr' YP Em R mm" I T ff %)j 1103 1��i t5 Pw.lcAncN c5 Fcp- -C� 'OF vAR_locm ARF, P\( -RM VJIT+{ WOCl.F— -760 CC "TFkF— G MATRIXX Izt: CENTRAL PARK PACE i ^i� SCALE: _1 1 Ac�z�Rmveo F3 • DRAWN BY /r •�J =,5),;: GATE: I� �� (./,a`�. ' FIRETRONICS 774 6900 DRAWING NUMBER � L a FIRE. ALARM ADDITION