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HomeMy WebLinkAbout3450 Orlando Dr (a)0 0 0 1 1 1 1 1 1 1• 1 I 1 1 1 LEGAL DESCRIPTION PARCEL A (AUTOZONE PARCEL): From the Southeast Comer of the Northeast Y4 of the Southeast Ya of Section 11, Township 20 South, Range 30 East, Seminole County, Florida, run West 1248.04 feet, thence run North 543.18 feet; thence run N.64030'00"W. 129.10 feet to the Westerly Right-of-way Line of U.S. Highway 17-92 (SR 15-600); thence run N.25°30'00"E., along said Right-of-way Line, 749.03 feet for a POINT OF BEGINNING; thence run N.64130'00'W. 271.00 feet; thence run N.25130'00'E. 115.00 feet; thence run S.6490'00'E. 271.00 feet to a point on said Westerly Right-of-way Line of U. S. Highway 17-92; thence run S.25°30'00'W. 115.00 feet to the Point of Beginning. PARCEL C (NON-EXCLUSIVE DRAINAGE EASEMENT); From the Southeast Comer of the Northeast '% of the Southeast X, of Section 11, Township 20 South, Range 30 East, Seminole County, Florida, run West 1248.04 feet; thence run North 543.18 feet; thence run N.64030'00'W. 129.10 feet to the Westerly Right-of-way Line of U. S. Highway 17-92 (SR 15-600); thence run N.25130'00"E., along said Right-of-way Line, 749.03 feet; thence runN.64°30'00'W, 271.00 feet; thence run N.25030'00°E. 47.30 feet for a POINT OF BEGINNING; thence continue N.251130'00'E. 160.00 feet; thence run. N.64130'00"W. 129.00 feet; thence run S 25°30'00'W. 160.00 feet; thence run S.64130'00'E. 129.00 feet to the Point of Beginning. CROSS -ACCESS EASEMENT (AUTOZONE PORTION): From the Southeast Comer of the Northeast %4 of the Southeast 'X4 of Section 11, Township 20 South, Range 30 East, Seminole County, Florida, run West 1248.04 feet; thence run North 543.18 feet; thence run N.64 30'00'W. 129.10 feet to fhe'Nesterly Right-of-way Line of U. S. Highway 17-92 (SR 15-600); thence run N.25°30'00'E., along said Right-of-way Line, 749.03 feet for a POINT OF BEGINNING; thence run N.64130'00"W. 271.00 feet; thence run N.2530'00"E. 17.63 feet; thence run S.64030'00'E. 271.00 feet to a point on said Westerly Right-of-way Line of U. S. Highway 17-92; thence run S.2530'00'W. 17.63 feet to the Point of Beginning; CONDITIONAL USE 1. THE PROPERTY SHALL BE DEVELOPED GENERALLY IN ACCORDANCE WITH THE DEVELOPMENT STANDARDS IDENTIFIED ON THE AUTO ZONE PLAN DATED JULY 2009. 2. AN ENGINEERING PLAN MEETING THE REQUIREMENTS OF THE LAND DEVELOPMENT REGULATIONS MUST BE SUBMITTED AND APPROVED BY STAFF WITHIN 90 DAYS AND PRIOR TO ANY CONSTRUCTION ON SITE. ALL WORK REQUIRED AS PART OF THE PLAN MUST BE COMPLETED, INSPECTED AND APPROVED PRIOR TO ANY NEW USE OF THE SITE. 3. THE PROPERTY OWNER MUST PROVIDE AN ACCESS EASEMENT TO THE CITY OWNED PARCEL TO THE WEST SHOULD STAFF DETERMINE THAT IS NECESSARY DURING THE ENGINEERING PLAN REVIEW PROCESS. 4. IF PROPERTY DIVISION OCCURS, THAN MINOR PLAT APPROVAL IS REQUIRED PRIOR TO THE ISSUANCE OF A SITE DEVELOPMENT APPROVAL. 5. THE GENERAL COMMERCIAL USES PERMITTED ON SITE WILL BE DETERMINED BY THE PERMITTED USES OF SCHEDULE B AND THE ABILITY TO PROVIDE ADEQUATE SAFE PARKING AND MANEUVERING AREAS GENERALLY MEETING THE REQUIREMENTS OF SCHEDULE H FOR ANY PROPOSED USE. 6. CONNECTION TO THE CITY SANITARY SYSTEM IS REQUIRED BECAUSE OF WELL HEAD LOCATION ON THE ADJACENT PROPERTY. A SEPTIC SYSTEM SHALL NOT BE ALLOWED. 7. SHOULD A VIOLATION OF ANY OF THE FOLLOWING CONDITIONS OCCUR, THE PROPERTY OWNER AND STORE MANAGER WILL BE ASSESSED A FINE OF NO LESS THEN $500.00 PER DAY PER EACH VIOLATION: A. STORAGE OF BATTERIES OR OIL (USED OR NEW) WILL NOT BE PERMITTED OUTSIDE THE BUILDING AT ANY TIME ON THE PROPERTY. B. ANY CHEMICAL SPILLS OUTSIDE OF THE BUILDING. C. ANY AUTO RELATED WORK PERFORMED THAT INVOLVES OILS, HYDRAULIC FLUIDS, COOLANTS, CLEANERS OR ANY HAZARDOUS MATERIALS, AND ANY BRAKE OR AUTO BODY WORK EITHER BY THE CUSTOMER OR OWNER ON THE PROPERTY SHALL BE PROHIBITED. THE PROPERTY OWNER OR STORE MANAGER CAN ONLY PERFORM VEHICLE SAFETY CHECKS AND REPLACE WIPERS, HEAD AND TAIL LIGHTS. ALL OTHER AUTO RELATED WORK MUST BE PERFORMED OFFSITE. 8. A SITE DEVELOPMENT PERMIT CANNOT BE APPROVED UNLESS FULL COMPLIANCE WITH SCHEDULE M, SECTION 6.0 WELL FIELD PROTECTION OF THE LAND DEVELOPMENT REGULATIONS IS DEMONSTRATED. 9. DUE TO THE FACT THAT THIS PROJECT IS ADJACENT TO A WELLHEAD, AN IRRIGATION WELL WILL NOT BE PERMITTED; THEREFORE STAFF RECOMMENDS USING XERISCAPING IN LIEU OF TRADITIONAL LANDSCAPING FOR THIS PROJECT.. 10. URBAN INFILL REDEVELOPMENT FLEXIBILITY MAYBE EXERCISED IN THE DESIGN OF THE SITE, BUT IF STAFF AND THE APPLICANT ARE UNABLE TO WORK OUT SPECIFIC DETAILS, THE REQUEST WILL BE RETURNED TO THE. P&ZC FOR CONSIDERATION. 11. THE CURRENT OR FUTURE OWNER IS BOUND BY THE REQUIREMENTS OF THE DEVELOPMENT ORDER AND THE BUILDING, PARKING AND LANDSCAPING MUST BE MAINTAINED WHETHER THE SITE IS OCCUPIED OR NOT. BEFORE YOU DIG! CALL SUNSHINE STATE ONE CALL OF FLORIDA AT LEAST TWO FULL BUSINESS DAYS BEFORE DIGGING OR_DISTURBING EARTII >r ! o Know what's below. Call before you dig. Q 2090 AUTOZONE, INC. 123 SOUTH FRONT ST. MEMPHIS, TENNESSEE 38103 (901) 495-8701 ATTN.: WADE DAVIS ARCHITECT AUTOZONE, INC. DEPARTMENT 8320 123 SOUTH FRONT STREET. MEMPHIS, TENNESSEE 38103 (901) 495-8707 ATTN.: GEORGE CALLOW OWNER EDWARD MEIXSELL P.O. BOX 521263 LONGWOOD, FLORIDA 32752 (407) 869-6996 ENGINEER C.P.H. ENGINEERS, INC. 500 W. FULTON STREET SANFORD, FLORIDA 32771 (407) 322-6841 ATTN.: JUSTIN T. POLK, P.E., LEED AP SURVEYOR KITNER SURVEYING, INC. 2597 SANFORD AVENUE SANFORD, FLORIDA 32772 (407) 322-2000 ATTN,: R. BLAIR KITNER, PSM SOILS CONSULTANT ECS - FLORIDA, LLC. 2815 DIRECTOR'S ROW, SUITE 500 ORLANDO, FLORIDA 32809 (407) 859-8378 ATTN.: CAIN DIEHL, PG UTILITIES CITY OF SANFORD 300 NORTH PARK AVENUE SANFORD, FLORIDA 32711 (407) 688-5090 ATTN.: PAUL MOORE, P.E. INDEX- OF SHEETS CO.O CO.1 CO.2 CO.3 C1.0 C1,1 C1.2 C1.3 C1.4 C1.5 C1.6 C1.7 C1.$ C1.9 PI -I1.0 L1.0 L2.0 IR -1 R-2 GENERALCOVER SHEET GENERAL NOTES BOUNDARY AND • GROSSEROSION CONTROL PLAN DEMOLITION PLAN SITE PLAN GRADING & DRAINAGE PLAN SANFORDUTILITY PLAN SITE DETAILS CITY OF • LIFT STATION DETAILS SHEET LIGHTING PHOTOMETRICS PLAN LANDSCAPE PLAN LANDSCAPE IRRIGATION PLAN IRRIGATION DETAILS tLEcrRIc: GAS: FPL FLORIDA PUBLIC UTILITIES P.O. BOX 2149 450 SOUTH U.S. HWY. 17/92 SANFORD, FLORIDA 32772 DEBARY, FLORIDA 32713 (407) 328-1923 (3.86) 668-9319 ATTN.: JOHN TRINIDAD ATTN.: DAN SCRIBBEN COMMUNICATIONS: SOLID WASTE: BRIGHT HOUSE WASTE PRO U.S.A. 3767 ALL AMERICAN BOULEVARD 2101 WEST S.R. 434, SUITE 301 ORLANDO, FLORIDA 32810 LONGWOOD, FLORIDA 32779 (407) 532-8509 (407)7 74-0800 ATTN.: MARVIN USRY ATTN.: AMY HUTTO FLORIDA DEPAR M N PERMITTING AGENCY ENVIKUNMENTAL PROTECTION CITY OF SANFORD WASTE WATER COLLECTION DIVISION 30.0 NORTH PARK AVENUE CENTRAL DISTRICT SANFORD, FLORIDA 32771 3319 MAGUIRE BLVD., SUITE 232 (407) 688-5140 ORLANDO, FLORIDA 32803 (407) 893-3300 �7 ST. ,JOHNS RIVER WATER MANAGEMENT DISTRICT FLORIDA DEPARTMENT OF 975 KELLER ROAD ALTAMONTE SPRINGS, FLORIDA 32714 ENVIRONMENTAL PROTECTION (407) 659-4800 DRINKING WATER DIVISION CENTRAL DISTRICT 3319 MAGUIRE BLVD., SUITE 232 ORLANDO, FLORIDA 32803 (407) 893-3300 ATTN.: RICHARD LOTT Engineers Planners Landscape Architects Surveyors Construction Mauageunent wzvw. cpItengiituers. corn 500 West Fulton Street, Sanford, Fl. 32771 P.O. Dox 2808, Sanford, Fl. 32772-2808 Phone: 407,322.6841 Fns:: 407.330.0639 N.T.S. , Engineers (C.O.A. No. 3215) Architects (Lic. No. AA2600926) Surveyors (L.B. No. 7143) Landscape Arch. (Lic. No. LC0000295) Planners Envirornnental Scientists OAK, P.E. Constrctction Management 10 Traffic/Transportation *NOTICE* ACTIVITY NAME DATE NO. DATE REVISION AF'PROVLD� THE SIZE OF THESE PLANS MAY HAVE BEEN SLIGHTLY ALTERED BY REPRODUCTION PROCESSES, THIS MUST BE CONSIDERED WHEN DESIGNED BY: JDL 1-201 , 2-9-10 CITY OF SANFORD SC ALE: JTP NONE SCALING ANY REPRODUCED PLANS FOR THE PURPOSE 'OFCOLLECTING DRAWN BY: JDH D 1.201 Z 2-15-10 INTERNAL JTP DATE: JAN 2010 DATA. CHECKED BY: DJM1-201 APPROVED BY: JTP 1-201 4 JOB NO.: A20106 REGISTRATION NO.: 61810 FILE: COVER SHEET NO. r "J GENERAL PROJECT DATA FOR IDENTIFICATION OF CONTRACTUAL AGREEMENTS, THIS SET OF DRAWINGS IS DATED JAN. 2010. ANY REVISIONS THEREAFTER WILL BE NOTED AND DATED ON THE AFFECTED DRAWING(S). THE LOCATIONS OF ALL EXISTING UTILITIES SHOWN ON THE PLANS HAVE BEEN DETERMINED FROM THE BEST INFORMATION AVAILABLE AND ARE GIVEN FOR THE CONVENIENCE OF THE CONTRACTOR. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR THEIR ACCURACY. PRIOR TO THE START OF ANY CONSTRUCTION ACTIVITY, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY N TI THE VARIOUS RI S UTILITIES AND TO MAKE THE NECESSARY ARRANGEMENTS FOR ANY RELOCATIONS OF THESE UTILITIES WITH THE OWNER OF THE UTILITY. THE CONTRACTOR SHALL EXERCISE CAUTION WHEN CROSSING AN UNDERGROUND UTILITY, WHETHER SHOWN ON THE PLANS OR LOCATED BY THE UTILITY COMPANY. ANY UTILITIES, WHETHER SHOWN ON THESE PLANS OR NOT, THAT INTERFERE WITH THE PROPOSED CONSTRUCTION SHALL BE CLOSELY COORDINATED WITH THE ENGINEER AND THE RESPECTIVE UTILITY COMPANY FOR RELOCATION OR PROPER INSTRUCTION. DELAY OR INCONVENIENCE CAUSED TO THE CONTRACTOR BY THE RELOCATION OF VARIOUS UTILITIES SHALL BE INCIDENTAL TO THE CONTRACT, AND NO EXTRA COMPENSATION WILL BE ALLOWED. SOILS INVESTIGATIONS FOR THE SITE WERE PROVIDED BY ATC ASSOCIATES, INC. THE CONTRACTOR IS TO OBTAIN A COPY OF THAT SOILS REPORT FOR REVIEW PRIOR TO CONSTRUCTION; AND THE CONSTRUCTION IS TO CONFORM TO THE RECOMMENDATIONS IN THAT REPORT. SURVEY INFORMATION PREPARED BY KITNER SURVEYING, INC. PERMITS AVAILABLE TO CONTRACTOR: CITY OF SANFORD ST. JOHNS WATER MANAGEMENT DISTRICT PERMIT FDEP WATER DETERMINATION FDEP SEWER DETERMINATION CITY OF SANFORD UTILITIES A f RI 11. Tf AS-BUILTS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER TWO WEEKS PRIOR TO FINAL INSPECTION. ALL AS -BUILT DATA SHALL BE PROVIDED BY A FLORIDA LICENSED SURVEYOR, SIGNED, SEALED AND DATED BY THE RESPONSIBLE PARTY. SEE INDIVIDUAL SECTIONS (PAVEMENT, WATER SYSTEM, ETC.) FOR ADDITIONAL AS -BUILT REQUIREMENTS. PERMITS AND PERMIT REQUIREMENTS THE CONTRACTOR SHALL OBTAIN FROM THE ENGINEER COPIES OF ALL REGULATORY AGENCY PERMITS AND LOCAL AGENCY PERMITS. THE CONTRACTOR SHALL BE EXPECTED TO REVIEW AND ABIDE BY ALL THE REQUIREMENTS AND LIMITATIONS SET FORTH IN THE PERMITS. LAYOUT AND CONTROL UNLESS OTHERWISE NOTED ON THE PLANS, THE CONTRACTOR SHALL USE THE GEOMETRY PROVIDED ON THE CONSTRUCTION PLANS. BENCHMARK INFORMATION SHALL BE PROVIDED TO THE CONTRACTOR BY THE OWNER OR OWNER'S SURVEYOR. ANY DISCREPANCIES BETWEEN FIELD MEASUREMENTS AND CONSTRUCTION PLAN INFORMATION SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER IMMEDIATELY. QUALITY CONTROL TESTING REQUIREMENTS TESTING SHALL BE PROVIDED TO THE OWNER/OPERATOR AND THE ENGINEER. TESTING REQUIREMENTS ARE TO BE IN ACCORDANCE WITH THE OWNER/OPERATOR'S SPECIFICATIONS AND REQUIREMENTS. ALL TEST RESULTS SHALL BE PROVIDED (PASSING AND FAILING) ON A REGULAR AND IMMEDIATE BASIS. SHOP DRAWINGS SHOP DRAWINGS AND CERTIFICATIONS FOR ALL STORM DRAINAGE, WATER SYSTEM, AND SEPTIC SYSTEM MATERIALS AND STRUCTURES ARE REQUIRED. THE CONTRACTOR SHALL SUBMIT (6) COPIES OF SHOP DRAWINGS TO THE ENGINEER FOR APPROVAL PRIOR TO ORDERING THE MATERIALS REQUIRED FOR CONSTRUCTION. STORMWATER MANAGEMENT SYSTEM OWNER/OPERATOR THE ENTITY THAT WILL OPERATE AND MAINTAIN THE STORMWATER SYSTEM SHOWN ON THESE PLANS IS AUTOZONE, INC. THE CONTRACTOR SHALL BE EXPECTED TO MEET ALL THE REQUIREMENTS OF THAT ENTITY. MATERIAL SPECIFICATIONS REINFORCED CONCRETE PIPE (RCP) SHALL BE CLASS III WITH RUBBER GASKET JOINTS. RCP SHALL CONFORM TO FDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION LATEST EDITION SECTION 941. RUBBER GASKETS SHALL CONFORM TO SECTION 942. ALL MATERIALS AND CONSTRUCTION METHODS ARE TO BE IN ACCORDANCE WITH FDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION (LATEST EDITION), SECTION 400 (CONCRETE STRUCTURES) AND THE APPLICABLE FDOT INDEX NUMBER DETAILAS SHOWN IN FDOT ROADWAY AND TRAFFIC DESIGN STANDARDS (LATEST EDITION). CORRUGATED POLYETHYLENE PIPE (CPP) SMOOTH INTERIOR SHALL CONFORM WITH AASHTO DESIGNATED M294 AND M252. PIPE MUST BE INSTALLED IN ACCORDANCE WITH PIPE MANUFACTURER'S INSTALLATION GUIDELINES FOR CULVERT STORM DRAINAGE APPLICATIONS. ASTM REQUIRED AT ALL JOINTS. 212 IS COUPLING MEETING S 3 PREMIUM SPLIT WATERTIGHT ACCEPTABLE MANUFACTURERS: ADVANCED DRAINAGE SYSTEMS, INC. "ADS N-12", HANCOR, INC. "HI -Q", J -M "PERMA-LOC", OR APPROVED EQUAL. ALL STRUCTURES ARE TO BE PLACED ON A 12 - INCH BED OF CRUSHED STONE OR EQUAL AS APPROVED BY THE COUNTY ENGINEER AND FULLY ENVELOPED WITH FIBER. THE DENSITIES AT UTILITY AND STORM STRUCTURES (INLET / MANHOLES WITHIN ROADWAY TO TIN BACK OF CURB) SHALL BE 98% WITHIN PAVEMENT AREAS, AND A DENSITY OF 95% FOR STRUCTURES OUTSIDE AREAS PER AASHTO - 180 (MODIFIED) IS REQUIRED. ALL OTHER RELATED ITEMS REQUIRED FOR THE CONSTRUCTION OF THE STORM SYSTEM (OUTFALL PROTECTION, POLLUTION CONTROL, ETC.) ARE TO BE IN ACCORDANCE WITH DETAILS SHOWN ON THE CONSTRUCTION PLANS, FDOT ROADWAY AND TRAFFIC DESIGN STANDARDS AND 0 FDOT STANDARD SPECIFICATIONS FOR ROADWAY AND BRIDGE CONSTRUCTION LATEST EDITION CALLPIPEJOINTS SHALL BEWRAPPED WITH FILTER FABRIC. THE FILTER FABRIC SHALL BE INNCE WITH FDOT INDEX # 199, TYPE D-3, A.D.S. 70-100. INSTALL PER FDOT INDEX # 280. A MINIMUM 12" OVERLAP. WETLAND / OUTFALL PROTECTION ALL OUTFALLS SHALL BE CONSTRUCTED SO AS TO NOT CREATE EROSION PROBLEMS OR DESTRUCTION OF WETLANDS. ALL OUTFALLS SHALL BE STABILIZED OR EROSION CONTROL MEASURES INSTALLED PRIOR TO USE OF THE STORM SYSTEM. THE CONTRACTOR SHALL CONTINUOUSLY MAINTAIN EROSION CONTROL MEASURES THROUGHOUT CONSTRUCTION. AS-BUILTS 1. THE CONTRACTOR SHALL PROVIDE THE OWNER AND ENGINEER STORM DRAINAGE AS-BUILTS. AS-BUILTS SHALL CONTAIN, AT THE MINIMUM, BUT NOT LIMITED TO, INSTALLED STRUCTURE TOP ELEVATIONS, FLOW INVERT ELEVATIONS, PIPE LENGTH AND SIZE. 2. TWO SETS OF SIGNED AND SEALED AS-BUILTS ARE TO BE SUBMITTED (2) WEEKS PRIOR TO THE FINAL INSPECTION WITH AN ACCOMPANYING COPY ON DISK FOR AUTOCAD USE. 3. TOP ELEVATION OF EACH MANHOLE FRAME AND COVER AS WELL AS ALL OTHER STRUCTURES (HEADWALLS, CONTROL STRUCTURES, ETC). 4. INVERT ELEVATION OF EACH LINE ENTERING AND LEAVING EACH STRUCTURE, INCLUDING UNDERDRAIN PIPES. 5. INVERTS OF ALL MITERED END SECTIONS. 6. ACTUAL GRADE OF PIPE BETWEEN THE STRUCTURES 7. INVERT ELEVATION AND TWO HORIZONTAL TIES FROM PERMANENTLY VISIBLE OBJECTS. TO ALL STORM STUB -OUTS. EARTHWORK THE CONTRACTOR SHALL PERFORM HIS OWN INVESTIGATIONS AND CALCULATIONS AS NECESSARY TO ASSURE HIMSELF OF EARTHWORK QUANTITIES. THERE IS NO IMPLICATION THAT EARTHWORK BALANCES AND THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY IMPORT FILL NEEDED, OR FOR REMOVAL AND DISPOSAL OF EXCESS MATERIALS. EROSION CONTROL EROSION AND SILTATION CONTROL MEASURES ARE TO BE PROVIDED AND INSTALLED PRIOR TO COMMENCEMENT OF CONSTRUCTION. THESE MEASURES ARE TO BE INSPECTED BY THE CONTRACTOR ON A REGULAR BASIS AND ARE TO BE MAINTAINED OR REPAIRED ON AN IMMEDIATE BASIS AS REQUIRED. REFER TO THE ST, JOHNS RIVER WATER MANAGEMENT DISTRICT FOR ADDITIONAL REQUIREMENTS FOR EROSION CONTROL AND SURFACE DRAINAGE. LIMITS OF DISTURBANCE THE LIMITS OF DISTURBANCE HAVE BEEN PROVIDED TO THE CONTRACTOR ON THE CONSTRUCTION PLANS. UNLESS OTHERWISE DIRECTED BY THE OWNER OR ENGINEER, THE CONTRACTOR IS EXPECTED TO CONTAIN ALL CONSTRUCTION ACTIVITIES WITHIN THESE LIMITS. AT NO TIME SHALL THE CONTRACTOR DISTURB SURROUNDING PROPERTIES OR TRAVEL ON SURROUNDING PROPERTIES WITHOUT WRITTEN CONSENT FROM THE PROPERTY OWNER. ANY REPAIR OR RECONSTRUCTION OF DAMAGED AREAS IN SURROUNDING PROPERTIES SHALL BE REPAIRED BY THE CONTRACTOR ON AN IMMEDIATE BASIS. ALL COSTS FOR REPAIRS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND NO EXTRA COMPENSATION SHALL BE PROVIDED. TREE REMOVAL THE CONTRACTOR SHALL NOTIFY THE OWNER AND ENGINEER WHEN ALL WORK IS LAID OUT (SURVEY STAKED), SO THAT A DETERMINATION MAY BE MADE OF SPECIFIC TREES TO BE REMOVED. NO TREES SHOWN ON THE CONSTRUCTION PLANS AS BEING SAVED SHALL BE REMOVED WITHOUT PERMISSION FROM THE OWNER AND ENGINEER. CLEARING AND GRUBBING THE CONTRACTOR SHALL BE RESPONSIBLE FOR CLEARING AND GRUBBING FOR SITE CONSTRUCTION INCLUDING CLEARING FOR PAVING, UTILITIES, DRAINAGE FACILITIES AND BUILDING CONSTRUCTION. SEE PLANS FOR LIMITS OF CLEARING AND GRUBBING. MATERIAL STORAGE / DEBRIS REMOVAL ALL MATERIALS EXCAVATED SHALL REMAIN THE PROPERTY OF THE OWNER AND SHALL BE STOCKPILED AT ON-SITE LOCATIONS ATI NS AS SPECIFIED BY THE OWNER. MATERIALS SHALL BE STOCKPILED SEP C SEPARATELY AS TO USABLE (NONORGANIC) FILL STOCKPILES AND ORGANIC (MUCK) STOCKPILES IF MUCK I EN C S ENCOUNTERED. ED. CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL OF ALLN ITABL I U SU E FILL MATERIALS FROM THE SITE. FILL MATERIAL ALL FILL MATERIALS SHALL CONTAIN NO MUCK, STUMPS, ROOTS, BRUSH, VEGETATIVE MATTER, RUBBISH OR OTHER MATERIAL THAT WILL NOT COMPACT INTO A SUITABLE AND ENDURING BACKFILL. COMPACTION FILL MATERIALS PLACED UNDER ROADWAYS SHALL BE COMPACTED TO AT LEAST 98% MAXIMUM DENSITY AS DETERMINED BY AASHTO T-180. ALL OTHER FILL AREAS ARE TO BE COMPACTED TO AT LEAST 95% MAXIMUM DENSITY AS DETERMINED BY AASHTO T-180. FILL MATERIALS SHALL BE PLACED AND COMPACTED IN A MAXIMUM OF 12" LIFTS. REFER TO SOILS REPORT FOR ADDITIONAL INFORMATION. THE CONTRACTOR SHALL PROVIDE THE ENGINEER AND OWNER WITH ALL (PASSING AND FAILING) TESTING RESULTS. RESULTS SHALL BE PROVIDED ON A TIMELY AND REGULAR BASIS PRIOR TO CONTRACTOR'S PAY REQUEST SUBMITTAL. SURFACE DRAINAGE THE CONTRACTOR SHALL BE EXPECTED, AT THE END OF EACH DAY, TO HAVE THE SITE GRADED IN SUCH A WAY AS TO NOT CAUSE ANY ADVERSE IMPACT FROM RUNOFF OR SILTATION TO ANY ADJACENT PROPERTIES. SILTATION BARRIERS SHALL BE MAINTAINED AND REPAIRED IF REQUIRED AT THE END OF EACH WORKING DAY. GRADING SHOWN ON THESE PLANS IS PROVIDED TO THE CONTRACTOR TO EXPRESS THE GENERAL GRADING INTENT OF THE PROJECT. THE CONTRACTOR SHALL BE EXPECTED TO GRADE THE ENTIRE SITE TO PROVIDE POSITIVE DRAINAGE IN ALL AREAS THROUGHOUT THE SITE. SMOOTH TRANSITIONS SHALL BE PROVIDED BETWEEN CONTOURS OR SPOT ELEVATIONS AS SHOWN ON THE PLANS TO ACCOMPLISH THE GRADING INTENT. ALL SLOPES SHALL BE STABILIZED IMMEDIATELY AFTER FINAL GRADING HAS BEEN COMPLETED. CONTRACTOR SHALL NOTIFY OWNER AND ENGINEER PRIOR TO DEMOBILIZATION OF GRADING EQUIPMENT TO DETERMINE THAT THE GRADING INTENT HAS BEEN ACHIEVED. .-. A­ww_­ OWNER/OPERATOR THE ENTITY THAT WILL OPERATE AND MAINTAIN THE ROADWAYS SHOWN ON THESE PLANS IS AUTOZONE, INC. THE CONTRACTOR SHALL BE EXPECTED TO MEET ALL THE REQUIREMENTS OF AUTOZONE, INC. GENERAL DESIGN INTENT ALL PAVING SURFACES IN INTERSECTIONS AND ADJACENT SECTIONS SHALL BE GRADED TO DRAIN POSITIVELY IN THE DIRECTION SHOWN BY THE FLOW ARROWS ON THE PLANS AND TO PROVIDE A SMOOTHLY TRANSITIONED DRIVING SURFACE FOR VEHICLES WITH NO SHARP BREAKS IN GRADE, AND NO UNUSUALLY STEEP OR REVERSE CROSS SLOPES. APPROACHES TO INTERSECTIONS AND ENTRANCE AND EXIT GRADES TO INTERSECTIONS WILL HAVE TO BE STAKED IN THE FIELD AT DIFFERENT GRADES THAN THE CENTERLINE GRADES SHOWN ON THE PLANS. IN THESE AREAS, IT MAY ALSO BECOME ADVISABLE TO MAKE MINOR LOCAL FIELD ADJUSTMENTS IN THE CENTERLINE GRADES TO ACCOMPLISH THE PURPOSES OUTLINED. IN ADDITION, THE STANDARD CROWN WILL HAVE TO BE CHANGED IN ORDER TO DRAIN POSITIVELY IN THE AREA OF INTERSECTIONS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ACCOMPLISH THE ABOVE AND THE ENGINEER SHALL BE CONSULTED SO THAT HE MAY MAKE ANY AND ALL REQUIRED INTERPRETATIONS OF THE PLANS OR GIVE SUPPLEMENTARY INSTRUCTIONS TO ACCOMPLISH THE INTENT OF THE PLANS. MATERIAL/CONSTRUCTION SPECIFICATIONS MATERIALS AND CONSTRUCTION METHODS FOR THE ROADWAY CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE FLORIDA DEPT. OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, LATEST EDITION. PAVEMENT SECTION REQUIREMENTS CONSTRUCTION OF THE ON-SITE PAVEMENT SHALL BE AS SHOWN ON THE SITE DETAILS, SHEET C1.6. OFF-SITE PAVEMENT SHALL BE PER FDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, LATEST EDITION, AND AS PROVIDED IN THE PLANS. e+.r .1.. .1^ SIDEWALKS ARE TO BE CONSTRUCTED IN THE AREAS AS SHOWN ON THE CONSTRUCTION PLANS. THE SIDEWALK SHALL BE CONSTRUCTED OF 4" OF CONCRETE WITH A 28 -DAY COMPRESSION STRENGTH OF 3000 PSI. JOINTS SHALL BE EITHER TOOLED OR SAWCUT AT A DISTANCE OF 5'. HANDICAPPED RAMPS SHALL BE PROVIDED AT ALL INTERSECTIONS AND BE IN ACCORDANCE WITH STATE REGULATIONS FOR HANDICAP ACCESSIBILITY. PAVEMENT MARKINGS / SIGNAGE PAVEMENT MARKINGS AND SIGNAGE SHALL BE PROVIDED AS SHOWN ON THE CONSTRUCTION PLANS AND SHALL MEET THE REQUIREMENTS OF THE OWNER/OPERATOR. SIGNAGE SHALL BE IN CONFORMANCE WITH MUTCD (LATEST EDITION). A 14 DAY PAVEMENT CURING TIME WILL BE PROVIDED PRIOR TO APPLICATION OF THE PAVEMENT MARKINGS. REFLECTIVE PAVEMENT MARKINGS SHALL BE INSTALLED IN ACCORDANCE WITH FDOT INDEX NO. 17352. TRAFFIC CONTROL A MINIMUM OF 2 -WAY ONE LANE TRAFFIC SHALL BE MAINTAINED IN THE WORK SITE AREA. ALL CONSTRUCTION WARNING SIGNAGE SHALL BE IN PLACE PRIOR TO COMMENCEMENT OF CONSTRUCTION AND BE MAINTAINED THROUGHOUT CONSTRUCTION. ACCESS SHALL BE CONTINUOUSLY MAINTAINED FOR ALL PROPERTY OWNERS SURROUNDING THE WORK SITE AREA. LIGHTED WARNING DEVICES ARE TO BE OPERATIONAL PRIOR TO DUSK EACH NIGHT DURING CONSTRUCTION. CURBING CURBING SHALL BE CONSTRUCTED WHERE NOTED ON THE CONSTRUCTION PLANS. CONCRETE FOR CURBS SHALL BE DEPARTMENT OF TRANSPORTATION CLASS "1" CONCRETE WITH A 28 -DAY COMPRESSION STRENGTH OF 4000 PSI. ALL CURBS SHALL HAVE SAW CUT CONTRACTION JOINTS AND SHALL BE CONSTRUCTED AT INTERVALS NOT TO EXCEED 10'-0" ON CENTER. CONSTRUCTION OF CURBS SHALL BE IN CONFORMANCE WITH FDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION (1991) SECTION 520 AND DETAILS PROVIDED ON THE CONSTRUCTION PLANS R/W RESTORATION ALL AREAS WITHIN THE RIGHT-OF-WAY SHALL BE FINISH GRADED WITH A SMOOTH TRANSITION INTO EXISTING GROUND. ALL SWALES SHALL BE STABILIZED IMMEDIATELY AFTER FINAL GRADING. ALL DISTURBED AREAS SHALL BE STABILIZED (SODDED) AFTER FINAL GRADING IN ACCORDANCE WITH THE CONSTRUCTION PLANS PRIOR TO FINAL INSPECTION. ALL SODDING SHALL BE MAINTAINED BY THE CONTRACTOR UNTIL FINAL ACCEPTANCE BY THE OWNER/OPERATOR. A.. .111. ter. THE CONTRACTOR SHALL PROVIDE OWNER AND ENGINEER PAVEMENT AS-BUILTS. AS-BUILTS SHALL CONTAIN AT A MINIMUM, BUT NOT BE LIMITED TO, PAVEMENT WIDTHS, PAVEMENT CROSS SLOPES AND DRAINAGE DIRECTIONS WITH HIGH POINTS DELINEATED. SEE "GENERAL AS -BUILT REQUIREMENTS" FOR ADDITIONAL REQUIREMENTS. SANITARY SEWER SYSTEM OWNER/OPERATOR THE ENTITY THAT WILL OPERATE AND MAINTAIN THE SEWER SYSTEM SHOWN ON THESE PLANS IS AUTOZONE, INC AND THE CITY OF SANFORD UTILITIES. THE CONTRACTOR SHALL BE EXPECTED TO MEET ALL THE REQUIREMENTS OF AUTOZONE, INC. AND THE CITY OF SANFORD UTILITIES. MATERIALS ALL SANITARY SEWER PIPE SHALL BE PVC SEWER PIPE CONFORMING TO ASTM D3034 SDR -35, FOR 4" THROUGH TO 15" AND ASTM F679, WALL THICKNESS T - 1, FOR PIPE 16" THROUGH TO 27". INSTALLATION OF PVC SEWER PIPE SHALL CONFORM TO ASTM D2321. ALL SEWER FITTINGS SHALL BE PVC MEETING THE REQUIREMENTS OF ASTM D3034. FITTINGS SHALL BE SUITABLE FOR USE WITH SDR -35 GRAVITY SEWER PIPE. ALL FITTINGS SHALL HAVE ELASTOMERIC SEALING GASKETS. JOINTS FOR GRAVITY SEWER PIPE AND ALL FITTINGS SHALL BE ELASTOMERIC RUBBER SEALS. GASKETS SHALL CONFORM TO ASTM F477. CONSTRUCTION METHODS INSTALLATION OF GRAVITY SANITARY SEWER SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS. POLYETHYLENE WRAP USED FOR CORROSION PREVENTION ON DUCTILE IRON PIPE SHALL CONFORM TO THE REQUIREMENTS OF ANSI/ASTM/D1248. THE MINIMUM NOMINAL THICKNESS SHALL BE 0.008 IN. (8 MILS). INSTALLATION OF POLYWRAP SHALL BE IN ACCORDANCE WITH AWWA C105. TRENCHING AND BACKFILL SHALL BE PER DETAILS PROVIDED IN THE CONSTRUCTION PLANS. COMPACTED BACKFILL SHALL BE TO 98% MAXIMUM DENSITY AS DETERMINED BY AASHTO T-180 FOR UNDER PAVEMENT. ALL OTHER COMPACTION OF BACKFILL SHALL BE TO 95% MAXIMUM DENSITY AS DETERMINED BY AASHTO T-180. INSTALL ALL SEWER MANS AT A MINUMI UM 36" OF COVER CONNECTIONS TO EXISTING SEWER SHALL BE CONDUCTED IN SUCH A MANNER THAT THE EXISTING SEWER REMAINS IN OPERATION. PROVIDE BY PASS PUMPING OF EXISTING FLOWS OR COLLECT AND LEGALLY DISPOSE OF EXISTING SEINER FLOW AS NEEDED TO ACCOMMODATE CONSTRUCTION WHILE KEEPING EXISTING SEWER IN SERVICE. PRIOR TO INSPECTIONS AND TESTING, CLEAN ALL INSTALLED LINES AND MANHOLES. TEST PROCEDURES SHALL BE APPROVED BY THE ENGINEER. ALL TESTS SHALL BE MADE IN THE PRESENCE OF THE ENGINEER AND UTILITY. NOTIFY THE ENGINEER AND THE UTILITY COMPANIES AT LEAST 72 HOURS BEFORE ANY WORK IS TO BE INSPECTED OR TESTED. PROVIDE ALL EQUIPMENT FOR TESTING. INCREMENTS ON GAGES USED FOR LOW PRESSURE AIR TESTING SHALL BE OF SCALED TO THE NEAREST 0.1 PSI. GAGES, PUMPS, AND HOSES SHALL BE IN GOOD WORKING ORDER WITH NO NOTICEABLE LEAKS. ALL SERVICE LATERALS SHALL BE COMPLETED PRIOR TO TESTING, AND ARE SUBJECT TO THE SAME TESTING REQUIREMENTS AS THE MAIN LINE. PROVIDE LIGHT SOURCE AND MIRRORS FOR LAMPING OF SEWER. ANY SEWER IN WHICH THE DIRECT LIGHT OF A LAMP CANNOT BE VIEWED IN EITHER DIRECTION, FULL CIRCLE, BETWEEN ADJACENT MANHOLES SHALL BE CONSIDERED UNSATISFACTORY, UNLESS THE LINE IS DESIGNED WITH HORIZONTAL DEFLECTIONS, AND SHALL BE REPAIRED BY THE CONTRACTOR WITHOUT ADDITIONAL COMPENSATION. CONDUCT LOW PRESSURE AIR TESTING (4.0 PSI INITIAL PRESSURE) OF INSTALLED SEWER PIPING IN ACCORDANCE WITH ASTM F1417. MAXIMUM ALLOWABLE LEAKAGE IS 0.0015 CUBIC FEET PER MINUTE PER SQUARE FOOT INTERNAL SURFACE AREA BEING TESTED. ALLOWABLE AIR PRESSURE DROP DURING THE TEST IS 0.5 PSIG. MINIMUM REQUIRED TEST TIME (DURATION) IS: A) 4" PIPE = 1 MIN 53 SEC; B) 6" PIPE = 2 MIN 50 SEC, OR 0.427 X LENGTH OF PIPE TESTED, WHICHEVER IS GREATER; C) 8" PIPE = 3 MIN 47 SEC, OR 0.760 X LENGTH OF PIPE TESTED, WHICHEVER IS GREATER; D) 10" PIPE = 4 MIN 43 SEC, OR 1.187 X LENGTH OF PIPE TESTED, WHICHEVER IS GREATER; E) 12" PIPE = 5 MIN 40 SEC, OR 1.709 X LENGTH OF PIPE TESTED, WHICHEVER IS GREATER. CONDUCT LEAKAGE TESTING OF MANHOLES. PLUG INVERTS AND FILL MANHOLE WITH WATER. ALLOWABLE WATER DROP IN MANHOLE TO BE FIELD DETERMINED BY UTILITY AND ENGINEER. MINIMUM TEST DURATION IS 1 HOUR. CONDUCT DEFLECTION TESTING OF PIPELINE AFTER THE FINAL BACKFILL HAS BEEN IN PLACE AT LEAST 30 DAYS. MAXIMUM ALLOWABLE PIPE DEFLECTION IS 5%. MEASURE DEFLECTION BY MANUALLY PULLING A MANDREL THROUGH THE PIPE. THE MINIMUM MANDREL OUTER DIAMETER SHALL BE IN ACCORDANCE WITH THE FOLLOWING: 6" SEWER = 5.45" MANDREL; 8" SEWER = 7.28" MANDREL; 10"SEWER = 9.08" MANDREL; 12" SEWER = 10.79" MANDREL; 15" SEWER = 13.20" MANDREL; 18" SEWER = 16.13" MANDREL; 21" SEWER = 19.00" MANDREL; 24" SEWER = 21.36" MANDREL, 27" SEWER = 24.06" MANDREL. DEFLECTION TESTING IS CONSIDERED SATISFACTORY IF THE MANDREL CAN BE PULLED BY HAND THROUGH THE PIPE BEING TESTED. IF THE MANDREL CANNOT BE PULLED THROUGH THE PIPE, REPLACE OR CORRECT THE PIPE AND RETEST UNTIL TESTING IS SATISFACTORY. ANY PIPE REMOVED OR CORRECTED DUE TO FAILING DEFLECTION TESTING SHALL ALSO BE RE -TESTED FOR LEAKAGE. POLYETHYLENE WRAP USED FOR CORROSION PREVENTION ON DUCTILE IRON PIPE SHALL CONFORM TO THE REQUIREMENTS OF ANSI/ASTM/D1248. THE MINIMUM NOMINAL THICKNESS SHALL BE 0.008 IN. (8 MILS). INSTALLATION OF POLYWRAP SHALL BE IN ACCORDANCE WITH AWWA C105. INSTALLATION OF GRAVITY SANITARY SEWER SHALL BE IN ACCORDANCE WITH THE MANUFACTURE'S SPECIFICATIONS. JOINTS SHALL MEET THE REQUIREMENTS OF ASTM D3212 USING ELASTOMETRIC RUBBER SEALS. GASKETS SHALL CONFORM TO ASTM F477. FITTINGS SHALL CONFORM TO THE SAME REQUIREMENTS AS THE PIPE, PROVIDE ADAPTERS AS REQUIRED TO JOIN PVC PIPE TO PIPE, FITTINGS AND EQUIPMENT OF OTHER MATERIALS. SOLVENT CEMENT SHALL BE AS RECOMMENDED BY THE PIPE MANUFACTURE. PIPE IDENTIFICATION PVC SEWER PIPES SHALL BE COLOR CODED GREEN, STENCILED "SEWER LINE" (2" LETTERING ON TWO SIDE OF THE PIPE IN AT LEAST THREE AREAS PER PIPE SECTION). INSTALL ADHESIVE IDENTIFICATION TAPE ALONG PIPELINE. TAPE SHALL BE MINIMUM THICKNESS 4 MILS, WIDTH 6 INCHES, LETTER SIZE 1 INCH. TAPE COLOR AND LETTERING SHALL BE "SEWER LINE", BLACK PRINTING ON GREEN BACKGROUND. PLACE TAPE AS FOLLOWS: 2" - 8" PIPE - CENTER ALONG TOP HALF OF PIPE; 10" - 18" PIPE - PLACE ALONG BOTH SIDES OF THE TOP HALF OF PIPE; 20" PIPE AND LARGER- PLACE ON BOTH SIDES OF TOP HALF OF PIPE WITH A THIRD STRIP CENTERED ALONG TOP HALF OF PIPE. INSTALL WARNING TAPE ALONG ALL SEWER PIPELINES. TAPE SHALL BE 6 INCH WIDE VINYL CONTINUOUS TAPE COLORED GREEN WITH BLACK LETTERING CODED AND WORDED "CAUTION: C E SEWER BURIED BELOW", INSTALL ALONG PIPELINE, 2 FEET ABOVE PIPE, MINIMUM OF 1 FOOT BELOW GRADE. DEWATERING IN THE EVENT THAT GROUND WATER IS ENCOUNTERED DURING THE CONSTRUCTION OF THE SANITARY BE CONDUCTED. TRACTOR IS SOLELY SEWER SYSTEM, DEWATERING SHALL CO UCT THE CON RESPONSIBLE FOR THE DESIGN, INSTALLATION, OPERATION, AND SUBSEQUENT REMOVAL OF DEWATERING SYSTENIS AND THEIR SAFETY AND CONFORMITY WITH LOCAL CODES AND REGULATIONS. IF DEWATERING EQUIPMENT NEEDED EXCEEDS ANY OF THE FOLLOWING: 1) 6" PUMP VOLUTE; 2) 100,000 GPD TOTAL 24 HOUR (1 DAY) DEWATERING, AND; 3)1 000,000 GPD PUMP CAPACITY, THE CONTRACTOR SHALL BE REQUIRED TO PERMIT THE DEWATERING SYSTEM WITH THE SJRWMD. THE ENGINEER AND/OR OWNER SHALL BE NOTIFIED IMMEDIATELY IF ANY OF THE ABOVE THRESHOLDS ARE EXCEEDED. AT ALL TIMES DURING CONSTRUCTION, KEEP EXCAVATIONS FREE FROM STANDING WATER, SUMPS, IF REQUIRED, SHALL BE LOCATED OUTSIDE OF LOAD BEARING AREAS SO THE BEARING SURFACES WILL NOT BE DISTURBED. WATER PUMPED FROM THE EXCAVATION SHALL BE DISCHARGED TO PREVENT RE-ENTRY INTO THE SOIL STRATA BEING DEWATERED. WATER CONTAINING SILT IN SUSPENSION SHALL NOT BE PUMPED INTO SEWER LINES OR ADJACENT STREAMS. THE METHOD OF DISPOSING OF WATER PUMPED FROM THE EXCAVATION SHALL BE APPROVED BY THE ENGINEER, PRIOR TO ACTUAL DISPOSAL. PIPE EMBEDMENT SANITARY SEWER PIPE MUST BE BEDDED TRUE TO LINE AND GRADE WITH UNIFORM AND CONTINUOUS LONGITUDINAL SUPPORT FROM A FIRM BASE. BLOCKING MUST NOT BE USED TO BRING THE PIPE TO GRADE. PIPE BED SHALL BE UNDISTURBED EARTH AND, IN THE EVENT OF OVEREXCAVATION, THE CONTRACTOR SHALL REPLACE MATERIALS WITH MATERIALS SPECIFIED BY THE ENGINEER AND COMPACTED TO A DENSITY EQUAL TO THE NATIVE SOIL. AT ALL LOCATIONS WHERE PIPING IS TO BE INSTALLED IN AN AREA WHERE MUCK WAS NOTED IN THE SOILS TESTING OR AT ANY OTHER LOCATIONS WHERE MUCK OR ORGANIC SOILS ARE ENCOUNTERED, THE TRENCH SHALL BE OVER -EXCAVATED TO REMOVE ALL MUCK OR ORGANIC SOILS AND CLEAN FINE SAND PLACED AND COMPACTED IN THE TRENCH BOTTOM TO THE ELEVATIONS AND LOCATIONS NOTED ON THE PLANS. BACKFILL NEEDED TO BRING TRENCH TO THE PROPER GRADE SHALL BE COMPACTED TO A MINIMUM DENSITY OF 98% OF THE AASHTO T-180 MAXIMUM DENSITY. TRENCH OR EXCAVATION BOTTOM STABILIZATION MATERIAL A. SAND SAND SHALL BE WELL GRADED, ORGANIC FREE, DURABLE, GRANULAR MATERIAL, AND SHALL PASS A NO. 4 SIEVE. NOT MORE THAN 15 PERCENT SHALL PASS A NO. 200 SIEVE B. PIT RUN GRAVEL PIT RUN GRAVEL SHALL BE ORGANIC FREE AND SHALL PASS A 3/4 -INCH SIEVE. C. GRANULAR MATERIAL GRANULAR MATERIAL SHALL BE WELL GRADED, ORGANIC AND SOIL FREE, DURABLE AGGREGATE AND SHALL PASS A 3/4 -INCH SIEVE, NOT MORE THAN 15 PERCENT SHALL PASS A NO. 200 SIEVE. TESTING INFILTRATION TESTING OF THE SANITARY SEWER SYSTEM WILL BE REQUIRED TO BE PERFORMED BY THE CONTRACTOR. INFILTRATION SHALL NOT EXCEED 50 GALLONS PER DAY PER INCH OF DIAMETER PER MILE OF LENGTH. IN THE EVENT THAT GROUNDWATER IS NOT ENCOUNTERED DURING SANITARY SEWER CONSTRUCTION, OR IF THE GROUNDWATER ENCOUNTERED IS NOT 24" ABOVE THE TOP OF PIPE, EXFILTRATION TESTING OF THE SANITARY SEWER SYSTEM WILL BE NECESSARY. THE TESTING WILL BE THE RESPONSIBILITY OF THE CONTRACTOR, BUT WILL BE WITNESSED BY THE ENGINEER AND THE UTILITY REPRESENTATIVES. EXFILTRATION SHALL NOT EXCEED 50 GALLONS PER DAY PER INCH OF DIAMETER PER MILE OF LENGTH, INCLUDING MANHOLES. LINE LAMPING WILL BE REQUIRED TO BE PERFORMED BY THE CONTRACTOR AND WITNESSED BY THE ENGINEER AND OWNER/OPERATOR. THE CONTRACTOR SHALL PROVIDE AT HIS OWN EXPENSE ALL NECESSARY TEST PUMPING EQUIPMENT, WATER, WATER METERS, PRESSURE GAUGES, AND OTHER EQUIPMENT, MATERIAL AND FACILITIES REQUIRED FOR ALL TESTING. CONTRACTOR SHALL CONTACT THE ENGINEER, OWNER/OPERATOR AND THE WINTER PARK TWENTY-FOUR (24) HOURS PRIOR OF ALL TESTING OR MEETINGS. THE CONTRACTOR SHALL PERFORM SATISFACTORY PRE -TESTING PRIOR TO NOTIFICATION. AS -BUILT DRAWINGS 1. TOP ELEVATION OF EACH MANHOLE FRAME AND COVER. 2. INVERT OF EACH LINE ENTERING AND LEAVING EACH STRUCTURE. 3. LENTGTH OF EACH RUN OF MAIN BETWEEN MANHOLES ( CENTER TO CENTER). 4. ACTUAL GRADE OF PIPE BETWEEN THE STRUCTURES. 5. LOCATE ALL SERVICE WYES FROM DOWN STREAM MANHOLE WITH DEPTH AT LOT LINE AND DISTANCE FROM MAIN LINE. 6. LOCATE WITH MEASUREMENTS FROM PERMANENT VISABLE OBJECTS ALL FITTINGS / ACCESSORIES NOT VISIBLE FROM THE SURFACE (MINUMUM TO POINT TIES). 7. DISTANCE OF SEWER LINE FROM MANHOLE TO MANHOLE AND / OR CLEANOUT WITH TIES TO LATERALS. TRENCH SAFETY THE CONTRACTOR SHALL RECOGNIZE AND ABIDE BY ALL OSHA EXCAVATION SAFETY STANDARDS, INCLUDING THE FLORIDA TRENCH SAFETY ACT (90-96, LAWS OF FLORIDA). ANY MATERIAL, CONSTRUCTION METHODS, OR MATERIAL COST TO COMPLY WITH THESE LAWS SHALL BE INCIDENTAL TO THE CONTRACT. POTABLE WATER OWNER/OPERATOR THE ENTITY THAT WILL OPERATE AND MAINTAIN THE POTABLE WATER SYSTEM SHOWN ON THESE PLANS IS AUTOZONE, INC. AND THE CITY OF SANFORD UTILITIES. THE CONTRACTOR SHALL BE EXPECTED TO MEET ALL THE REQUIREMENTS OF AUTOZONE, INC. AND THE CITY OF SANFORD UTILITIES. PIPE MATERIALS POLYVINYL CHLORIDE PLASTIC PIPE (PVC) 4" THROUGH 12" SHALL BE MANUFACTURED IN ACCORDANCE WITH ANSI/AWWA C900 (LATEST EDITION) AND SHALL HAVE A MINIMUM WORKING PRESSURE OF 150 PSI AND HAVE A DR (DIMENSION RATIO) OF 18. ALL PVC PIPE SHALL BEAR THE NSF LOGO FOR POTABLE WATER. JOINTS SHALL BE OF THE PUSH -ON TYPE AND COUPLINGS CONFORMING TO ASTM D3139 CONFORMING TO DR18 PIPE. DUCTILE IRON PIPE (DIP)SHALL BE STANDARD PRESSURE CLASS 350 IN SIZES 3" THROUGH 12" & CONFORM TO ANSI/AW NA C150/A21.50 (LATEST EDITION). ALL DUCTILE IRON PIPE SHALL HAV_F A STANDARD THICKNESS OF CEMENT MORTAR LINING AS SPECIFIEDIN ANSI/AWWA C104/A21.4 (LATEST EDITION). PIPE JOINTS SHALL BE OF THE PUSH -ON RUBBER GASKET TYPE CONFORMING TO ANSI/AWWA C1I1/A21.11 (LATEST EDITION). FITTINGS FOR DUCTILE IRON PIPE AND PVC C900 PIPE SHALL BE DUCTILE IRON AND SHALL CONFORM TO ANSI/AWWA C110/A21.10 (LATEST EDITION) AND SHALL BE CEMENT LINED IN CONFORMANCE WITH ANSI/AWWA C1 04/A21.4 (LATEST EDITION). POLYETHYLENE WRAP USED FOR CORROSION PREVENTION ON DUCTILE IRON PIPE SHALL CONFORM TO THE REQUIREMENTS OF ANSI/ASTM D1248. THE MINIMUM NOMINAL THICKNESS SHALL BE 0.008 IN. (8 MILS). INSTALLATION OF POLY WRAP SHALL BE IN ACCORDANCE WITH AWWA C105. PIPE INSTALLATION FOR PVC SHALL BE IN CONFORMANCE C WITH ASTM D2774-83 LATEST EDITION). INSTALLATION FOR DUCTILE IRON SHALL CONFORM WITH AWWA C600-93. VALVES VALVES THREE (3) INCHES AND LARGER IN SIZE: GATE VALVES SHALL BE RESILIENT SEAT AND SHALL CONFORM TO ANSI/AWWA C509-94 WITH HANDWHEEL OR WRENCH NUT, EXTENSION STEMS AND OTHER APPURTENANCES AS REQUIRED. MANUFACTURER'S CERTIFICATION OF THE VALVES' COMPLIANCE WITH AWWA SPECIFICATION C509 AND TESTS LISTED THEREIN WILL BE REQUIRED. VALVE BOX PADS SHALL BE 18" X 18" X 4" THICK CONCRETE W/ #4 REINFORCING BARS. PAD TO BE SET AT FINISHED GRADE. VALVES SHALL BE CLOW, MUELLER, KENNEDY, NI & H, AMERICAN, OR APPROVED EQUAL. WATER SERVICES UNLESS OTHERWISE NOTED IN THE PLANS, THE UTILITY COMPANY SHALL PROVIDE AND INSTALL WATER METERS. CONTRACTOR SHALL CONSTRUCT WATER SERVICE TO THE CURB STOP AS SHOWN ON THE CONSTRUCTION PLANS. POLYETHYLENE (PE) PRESSURE PIPE FOR WATER SERVICES 1/2" THROUGH 3" SHALL CONFORM TO AWWA C901-96, (PE3408). MINIMUM PRESSURE CLASS IS 200 PSI, DR9. ALL SERVICES SHALL INCLUDE THE FOLLOWING: DOUBLE STRAP SADDLE CORPORATION STOP, SERVICE LINE, AND UNIONS AS REQUIRED. THE SERVICE SHALL BE COMPLETE TO THE CURB STOP AS SHOWN ON THE DETAIL SHEET, AND SHALL BE OF THE TYPE REQUIRED FOR COMPATIBILITY WITH THE SERVICE LINES SPECIFIED, AND SHALL BE AS MANUFACTURED BY THE MUELLER CORPORATION OR HAYS OR FORD. THE CONTRACTOR SHALL CUT "W" IN THE TOP CURB OF EACH WATER SERVICE AND A "V" AT ALL VALVE LOCATIONS. CUT W'S AND V'S SHALL BE HIGHLIGHTED WITH BLUE PAINT. AS -BUILT DRAWINGS 1. ACTUAL LENGTHS OF PIPE BETWEEN BRANCHES AND VALVES IN RUN. 2. LOCATE WITH MEASURMENTS FROM PERMANENT VISABLE OBJECT ALL FITTING / ACCESSORIES NOT VISIBLE FROM THE SURFACE ( MINIMUM OF TWO POINTS ). 3. LIST THE DEPTHS OF THE LINES AT ALL VALVES, FITTINGS AND FIRE HYDRANTS. CONSTRUCTION METHODS PIPE INSTALLATION PIPE INSTALLATION OF PVC WATER MAIN SHALL BE IN CONFORMANCE WITH ASTM D2774 (LATEST EDITION). INSTALLATION OF DUCTILE IRON PIPE WATER MAIN SHALL BE IN CONFORMANCE WITH AWWA C600-93. COMPACTED BACKFILL SHALL BE TO 98/MAXIMUM DENSITY AS DETERMINED BY AASHTO T-180 FOR UNDER ALL PAVEMENTS, OTHER COMPACTION OF BACKFILL SHALL BE TO 95% MAXIMUM DENSITY AS DETERMINED BY AASHTO T-180. SEE STANDARD DETAILS. MINIMUM COVER OVERALL PIPE SHALL BE 36" FROM TOP OF PIPE TO FINISHED GRADE. ALL PLUGS, CAPS, TEES, BENDS, FIRE HYDRANTS, VALVES, ETC., SHALL BE PROVIDED WITH RESTRAINT JOINTS, REFER TO THE DETAIL SHEET. PIPE IDENTIFICATION BLUE LOCATE WIRE SHALL BE ATTACHED TO THE PROPOSED WATER MAIN FROM THE WATER METERS TO THE EXISTING POINT OF CONNECTION. LOCATE WIRE SHALL BE SINGLE STRAND 14 GAUGE, RATED AT 600V FOR DIRECT BURY. DISINFECTION AND TESTING ALL PIPE SHALL BE DISINFECTED IN ACCORDANCE WITH AWWA STANDARD C651-92 ALLOWABLE LEAKAGE FOR DUCTILE IRON PRESSURE MAINS WILL BE IN ACCORDANCE WITH AWWA C600-93 ALLOWABLE LEAKAGE FOR PVC PRESSURE MAINS WILL BE IN ACCORDANCE WITH AWWA-M23. THE CONTRACTOR SHALL PROVIDE AT HIS OWN EXPENSE ALL NECESSARY TEST PUMPING EQUIPMENT, WATER, WATER METERS, PRESSURE GAUGES, AND OTHER EQUIPMENT, MATERIAL AND FACILITIES REQUIRED FOR ALL HYDROSTATIC AND LEAKAGE TESTING. CONTRACTOR SHALL CONTACT THE ENGINEER, OWNER/OPERATOR AND THE CITY OF SANFORD IN WRITTEN FORM, FORTY-EIGHT (48) HOURS IN ADVANCE OF PROPOSED TESTING. THE CONTRACTOR SHALL PERFORM SATISFACTORY PRETESTING PRIOR TO NOTIFICATION. THE WATER SYSTEM SHALL BE TESTED FOR LEAKAGE AT 150 PSI FOR TWO (2) HOURS, WITH ALLOWABLE LEAKAGE IN ACCORDANCE WITH ABOVE STANDARDS. PRIOR TO THE CONNECTION TO ANY EXISTING MAIN, THE PROPOSED WATER MAIN SHALL BE DISINFECTED, HAVE ENGINEER APPROVED PRESSURE TESTING AND HAVE CITY OF SANFORD UTILITIES CLEARANCE. AS -BUILT DRAWINGS THE CONTRACTOR SHALL PROVIDE VERTICAL AND HORIZONTAL "AS -BUILT" INFORMATION RELATIVE TO ALL CONSTRUCTED UTILITIES AND STRUCTURES. AS -BUILT INFORMATION FOR THE WATER SYSTEM SHALL INCLUDE, BUT NOT BE LIMITED TO, THE FOLLOWING: 1. LOCATION OF ALL VALVES, FITTINGS, HYDRANTS AND SERVICES. 2. LOCATION OF THE WATER MAIN TIED HORIZONTALLY TO THE BACK OF CURB OR EDGE OF PAVEMENT. 3. CERTIFICATION AS TO THE SYSTEM MEETING THE MINIMUM COVER REQUIREMENTS. 4. HORIZONTAL AND VERTICAL DATA FOR ANY CONSTRUCTION WHICH DEVIATES FROM THE APPROVED ENGINEERING PLANS. UTILITY SEPARATION REQUIREMENTS 1. THE HORIZONTAL SEPARATION BETWEEN WATER MAINS AND SANITARY SEWER, STORM SEWER, WASTEWATER FORCE MAINS, STORMWATER FORCE MAINS, RECLAIMED WATER MAINS AND ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEMS SHALL BE IN ACCORDANCE WITH THE FOLLOWING: A. THE OUTSIDE OF WATER MAINS SHALL BE A MINIMUM OF THREE FEET FROM THE OUTSIDE OF ANY EXISTING OR PROPOSED STORM SEWER, STORMWATER FORCE MAIN, VACUUM TYPE SANITARY SEWER AND RECLAIMED WATER MAIN. B. THE OUTSIDE OF WATER MAINS SHALL BE A MINIMUM OF SIX FEET FROM THE OUTSIDE OF ANY EXISTING OR PROPOSED GRAVITY SANITARY SEWER AND WASTEWATER FORCE MAIN. THE MINIMUM HORIZONTAL SEPARATION DISTANCE BETWEEN THE OUTSIDE OF WATER MAINS AND THE OUTSIDE OF GRAVITY SANITARY SEWERS CAN BE REDUCED TO THREE FEET WHERE THE BOTTOM OF THE WATER MAIN IS AT LEAST SIX INCHES ABOVE THE TOP OF THE SEWER. C. THE OUTSIDE OF WATER MAINS SHALL BE A MINIMUM OF TEN FEET FROM ALL PARTS OF ANY EXISTING OR PROPOSED ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM SUCH AS SEPTIC TANKS, DRAINFIELDS, AND GREASE TRAPS. ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEMS DO NOT INCLUDE PACKAGE SEWAGE TREATMENT FACILITIES AND PUBLIC WASTEWATER TREATMENT FACILITIES. 2. THE VERTICAL SEPARATION BETWEEN WATER MAINS AND SANITARY AND STORM SEWER, WASTEWATER OR STORMWATER FORCE MAINS, AND RECLAIMED WATER MAINS SHALL BE IN ACCORDANCE WITH THE FOLLOWING: A. WHEREVER POSSIBLE, WATER MAINS SHALL CROSS OVER EXISTING OR PROPOSED GRAVITY SANITARY SEWER, VACUUM TYPE SANITARY SEWER, AND STORM SEWER, SO THE OUTSIDE OF THE WATER MAIN IS AT LEAST SIX INCHES ABOVE THE OUTSIDE OF THE SEWER. WHERE IT IS NOT POSSIBLE FOR THE WATER MAIN TO CROSS OVER EXISTING OR PROPOSED GRAVITY SANITARY SEWER, VACUUM TYPE SANITARY SEWER, AND STORM SEWER, THEN THE WATER MAIN CAN CROSS UNDER THESE TYPES OF PIPELINE SYSTEMS PROVIDED THE OUTSIDE OF THE WATER MAIN IS AT LEAST 12 INCHES BELOW THE OUTSIDE OF THE PIPELINE. AT THE CROSSING, THE PROPOSED PIPE JOINTS SHALL BE ARRANGED SO THAT ALL WATER MAIN JOINTS ARE AT LEAST THREE FEET FROM VACUUM TYPE SANITARY SEWER OR STORM SEWER JOINTS, AND AT LEAST SIX FEET FROM GRAVITY SANITARY SEWER JOINTS. B. WHEREVER POSSIBLE, WATER MAINS SHALL CROSS OVER EXISTING OR PROPOSED RECLAIMED WATER MAINS, WASTEWATER FORCE MAINS AND STORMINATER FORCE MAINS. WHETHER THE WATER MAIN CROSSES OVER OR UNDER THESE TYPES OF PIPELINE SYSTEMS, THE OUTSIDE OF THE WATER MAIN SHALL BE AT LEAST 12 INCHES FROM THE OUTSIDE OF THE EXISTING OR PROPOSED RECLAIMED WATER MAIN, WASTEWATER FORCE MAIN AND STORMWATER FORCE MAIN. AT THE CROSSING, THE PROPOSED PIPE JOINTS SHALL BE ARRANGED SO THAT ALL WATER MAIN JOINTS ARE AT LEAST THREE FEET FROM RECLAIMED WATER MAIN JOINTS AND STORMWATER FORCE MAIN JOINTS, AND AT LEAST SIX FEET FROM THE JOINTS OF WASTEWATER FORCE MAINS. 3. NO WATER MAIN SHALL PASS THROUGH OR COME IN CONTACT WITH ANY PART OF A SANITARY SEWER MANHOLE. 4. NEW OR RELOCATED FIRE HYDRANTS SHALL BE LOCATED SUCH THAT THE UNDERGROUND DRAIN (WEEP HOLE) IS AT LEAST: OEXISTING OR PROPOSED STORM SEWER STORMWATER FORCE MAIN A. THREE FEET FROM ANY , RECLAIMED WATER MAIN, OR VACUUM TYPE SANITARY SEWER. B. SIX FEET FROM ANY EXISTING OR PROPOSED GRAVITY SANITARY SEWER AND WASTEWATER FORCE MAIN. C. TEN FEET FROM ANY ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM SUCH AS SEPTIC TANKS, DRAINFIELDS, AND GREASE TRAPS. ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEMS DO NOT INCLUDE PACKAGE SEWAGE TREATMENT FACILITIES AND PUBLIC WASTEWATER TREATMENT FACILITIES.. . 5. THE FOLLOWING ARE ACCEPTABLE ALTERNATIVE CONSTRUCTION VARIANCES WHERE IT IS NOT POSSIBLE TO MEET THE SEPARATION REQUIREMENTS, AND ARE ONLY TO BE IMPLEMENTED UPON RECEIPT OF EXPRESSED WRITTEN CONSENT FROM THE ENGINEER. IMPLEMENTATION O O ESE MEASURES WITHOUT THE EXPRESSED WRITTEN F THESE CONSENT OF THE ENGINEER COULD RESULT IN THE REQUIREMENT THAT THE INSTALLED UNAPPROVED MEASURES BE REMOVED AND REPLACED AT NO COST, A. WHERE A WATER MAIN IS LESS THAN THE REQUIRED MINIMUM HORIZONTAL DISTANCE FROM ANOTHER PIPELINE AND OR WHERE A WATER MAIN CROSSES ANOTHER PIPELINE AND JOINTS IN THE WATER MAIN ARE LESS THAN THE MINIMUM REQUIRED DISTANCE BETWEEN THE JOINTS IN THE OTHER PIPELINE: 1) USE OF PRESSURE RATED PIPE CONFORMING TO AWWA STANDARDS FOR A GRAVITY OR VACUUM TYPE PIPELINE. 2) USE OF WELDED, FUSED, OR OTHERWISE RESTRAINED JOINTS FOR EITHER PIPELINE. 3) USE OF WATERTIGHT CASING PIPE OR CONCRETE ENCASEMENT AT LEAST FOUR INCHES THICK FOR EITHER PIPE. B. WHERE A WATER MAIN IS LESS THAN THREE FEET HORIZONTALLY FROM ANOTHER PIPELINE AND OR WHERE A WATER MAIN CROSSES ANOTHER PIPELINE LESS THAN THE REQUIRED MINIMUM SEPARATION: 1) USE OF PIPE OR CASING PIPE, HAVING HIGH IMPACT STRENGTH (AT LEAST EQUAL TO 0.25 INCH THICK DUCTILE IRON PIPE), OR CONCRETE ENCASEMENT AT LEAST FOUR INCHES THICK FOR THE WATER MAIN AND FOR THE OTHER PIPELINE IF THE OTHER PIPELINE COVEYS WASTEWATER OR RECLAIMED WATER. PE,a � _� 'R 111T �:L�-�__L- , I #--, - a , L 0 - BEFORE YOU DIG! CALL SUNSHINE STATE ONE CALL OF FLORIDA AT LEAST TWO PULL BUSINESS DAYS BEFORE DIGGING OR DISTURBING EARTH i k o Know what's below. Call before you dig. Z> N I_- 2 2 Y r 1 171 / O 0 c J LL -r- 00 %_ CO co LLJ rwn N U) c LL] ® L v! 7 PW L LLI 0 cy"O® U) N IL ®r.a- L LLI � V ) :3 z , m LLI Q O tIIII7 z 5W O �I '-�..I W O D � /'� `✓ 1 E ®0:fo q) 0LL U) czQ® W ® N I �' o L6 O " Z0 � �__Q .: =) c0 2 4 O O " Z C/) O a% O I_ 0 Lr)O -4. U C-) O 0 W LL O LU Q LLJ 0 - LU 0 REVISIONS PER CITY OF SANFORD 1. COMMENTS .,;-16-10 2. _� e'irC 3. 4: -0, 4. �- 5. 6. 7. ARCHITECT: GC DRAFTSMAN: JDH CHECKED BY: JTP DATE JAN 2010 PROTOTYPE SIZE 7 N 2 R 1 Cox .j / FORCE MAIN SYSTEMS 1. THE ENTITY THAT WILL OPERATE AND MAINTAIN THE FORCE MAIN SYSTEM SHOWN ON THESE PLANS IS CITY OF DELAND. THE CONTRACTOR SHALL MEET ALL THE REQUIREMENTS OF CITY OF SANFORD. 2. ALL FORCE MAIN PIPE SHALL BE PVC, UNLESS OTHERWISE INDICATED ON THE DRAWINGS. 3. INSTALL ALL FORCE MAINS AT A MINIMUM 36 INCHES OF COVER. 4. BURIED DUCTILE IRON PIPE SHALL CONFORM WITH ANSI/AWWA C150/A21.50 AND C151/ A21.51, AND SHALL HAVE A MINIMUM WORKING PRESSURE OF 150 PSI. BURIED PIPE SHALL COMPLY WITH THE FOLLOWING PRESSURE CLASS (PC) DESIGNATIONS UNLESS OTHERWISE INDICATED ON THE DRAWINGS: A) 12" DIAMETER AND SMALLER = PC 350; B) 14" THROUGH 24" DIAMETER = PC 250; C) 30" THROUGH 64" DIAMETER = PC 200 5. EXPOSED PIPE 4" AND LARGER SHALL BE DUCTILE IRON FLANGED AND SHALL CONFORM WITH AWWA/ANSI C1 15/A21.15, AND SHALL HAVE A MINIMUM WORKING PRESSURE OF 150 PSI. FLANGED PIPE SHALL COMPLY WITH THE FOLLOWING THICKNESS CLASS (TC) DESIGNATIONS UNLESS OTHERWISE INDICATED ON THE DRAWINGS: A) 4" DIAMETER = TC 54; B) 6" THROUGH 24" DIAMETER = TC 53. 6. DUCTILE IRON PIPE AND FITTINGS WITHIN 10 FEET OF GAS MAINS SHALL HAVE AN 8 -MIL POLYETHYLENE WRAP IN ACCORDANCE WITH ANSI/AWWA C1 05/A21.5. 7. PVC PIPE 4" - 12" SHALL CONFORM TO AWWA C900, PIPE 14" - 36" SHALL CONFORM TO AWWA C905. PIPE SHALL CONFORM TO ASTM D1784, TYPE I, GRADE I, 4000 PSI DESIGN STRESS, AND SHALL BE NATIONAL SANITATION FEDERATION (NSF) APPROVED. PIPE SHALL BE CLASS 100 (DR25) WITH MARKINGS ON EACH SECTION SHOWING CONFORMANCE TO THE ABOVE SPECIFICATIONS. JOINTS SHALL BE RUBBER GASKETED CONFORMING TO AWWA C900 OR C905 THE BELL SHALL BE INTEGRAL WITH THE PIPE AND OF EQUAL OR GREATER PRESSURE RATING. THE BELL OF PIPE AND FITTINGS USING PUSH -ON JOINTS SHALL HAVE AN INTEGRAL GROOVE TO RETAIN THE GASKET IN PLACE. 8. ALL FITTINGS SHALL BE MANUFACTURED OF DUCTILE IRON, CONFORMING TO ANSI/AWWA C1 10/A21.10 OR ANSI/AWWA C153/A21.53. ALL FULL BODY (C110/A21.10) FITTINGS SHALL BE PRESSURE RATED TO 250 PSI, MINIMUM. ALL COMPACT FITTINGS (C153/A21.53) SHALL BE PRESSURE RATED TO 350 PSI, MINIMUM. 9. INTERIOR LINING FOR PIPES AND FITTINGS SHALL BE EITHER MINIMUM 40 MILS DRY FILM THICKNESS (60 MILS NOMINAL) OF CERAMIC EPDXY LINING, AS MANUFACTURED UNDER THE NAME OF "PROTECTO 401", OR MINIMUM 40 MILS DRY FILM THICKNESS (60 MILS NOMINAL) OF FUSION BONDED EPDXY AND POLYETHYLENE LINING, AS MANUFACTURED UNDER THE NAME OF "POLYBOND PLUS", OR EQUAL. EXTERIOR COATING FOR BURIED PIPE AND FITTINGS SHALL BE A PETROLEUM ASPHALTIC COATING IN ACCORDANCE WITH ANSI/AWWA C110/A21.10. EXTERIOR COATING OF EXPOSED PIPE AND FITTINGS SHALL BE FACTORY APPLIED RUST INHIBITING EPDXY PRIMER, MINIMUM 3 MILS DRY FILM THICKNESS. AFTER INSTALLATION, EXTERIOR SURFACES SHALL BE PAINTED WITH TWO COATS TNEMEC SERIES 2 TNEME-GLOSS, GLIDDEN LIFE MASTER PRO HIGH PERFORMANCE ACRYLIC NO. 6900 SERIES, OR EQUAL, AT MINIMUM 4 MILS DRY FILM THICKNESS PER COAT, PAINT COLOR TO BE IN ACCORDANCE WITH LOCAL UTILITY REQUIREMENTS. 10. MECHANICAL AND PUSH ON JOINTS FOR DUCTILE IRON PIPE AND FITTINGS SHALL BE RUBBER GASKETED, CONFORMING TO ANSI/AWWA C111/A21.11. LUBRICANTS OTHER THAN THAT FURNISHED BY THE PIPE MANUFACTURER WITH THE PIPE SHALL NOT BE USED. 11. ALL FITTINGS SHALL BE RESTRAINED IN ACCORDANCE WITH DIPRA, "THRUST RESTRAINT DESIGNED FOR DUCTILE IRON PIPE". PIPE JOINTS SHALL BE RESTRAINED UPSTREAM AND DOWNSTREAM OF FITTINGS IN ACCORDANCE WITH THE MANUFACTURER'S REQUIREMENTS OR THE TABLE SHOWN IN THE DRAWINGS, WHICHEVER IS GREATER. DUCTILE IRON RESTRAINED JOINTS SHALL BE AMERICAN FAST GRIP GASKET, FLEX -RING, FIELD FLEX RING, LOK-RING, US PIPE TR -FLEX, EBAA MEGALUG, OR EQUAL. PVC PIPE JOINTS SHALL BE RESTRAINED USING MECHANICAL DEVICES, UNI -FLANGE BLOCK BUSTER SERIES 1350 OR ENGINEER APPROVED EQUAL. 12. INTERIOR LINING FOR VALVES 4 INCH AND LARGER SHALL BE EITHER MINIMUM 40 MILS DRY FILM THICKNESS (60 MILS NOMINAL) OF CERAMIC EPDXY LINING, AS MANUFACTURED UNDER THE NAME OF "PROTECTO 401", OR MINIMUM 40 MILS DRY FILM THICKNESS (60 MILS NOMINAL) OF FUSION BONDED EPDXY AND POLYETHYLENE LINING, AS MANUFACTURED UNDER THE NAME OF "POLYBOND PLUS", OR EQUAL. EXTERIOR COATING FOR BURIED VALVES SHALL BE RUST INHIBITING EPDXY PRIMER, FOLLOWED BY A COAL TAR EPDXY, TOTAL MINIMUM DRY FILM THICKNESS OF 16 MILS, APPLIED AT THE FACTORY. EXTERIOR COATING OF EXPOSED VALVES SHALL BE FACTORY APPLIED RUST INHIBITING EPDXY PRIMER, MINIMUM 3 MILS DRY FILM THICKNESS. AFTER INSTALLATION, EXTERIOR SURFACES SHALL BE PAINTED WITH TWO COATS TNEMEC SERIES 2 TNEME-GLOSS, GLIDDEN LIFE MASTER PRO HIGH PERFORMANCE ACRYLIC NO. 6900 SERIES, OR EQUAL, AT 4 MILS MINIMUM DRY FILM THICKNESS PER COAT. PAINT COLOR TO BE IN ACCORDANCE WITH LOCAL UTILITY REQUIREMENTS. 13. ALL FORCE MAIN VALVES SHALL BE STANDARD PLUG VALVES OF THE ECCENTRIC DESIGN WHICH ALLOWS A MINIMUM OF 80% CROSS SECTIONAL AREA OF THE PIPE FOR 4 -INCH DIAMETER AND SMALLER AND INCREASING CROSS SECTIONAL AREA UP TO 100% FOR PIPE 20 -INCH DIAMETER AND LARGER. THE VALVE BODY SHALL BE SEMI -STEEL, WITH A WELDED -IN CORROSION -RESISTANT NICKEL SEAT. PLUG SHALL BE FACED WITH RESILIENT HYCAR HAVING OIL IMPREGNATED STAINLESS STEEL BUSHINGS. BURIED PLUG VALVES SHALL BE NON -LUBRICATED TYPE, AND NON -BURIED PLUG VALVES SHALL BE LUBRICATED TYPE. VALVES SHALL BE FURNISHED WITH REPLACEABLE CHEVRON PACKING, CAPABLE OF BEING REPACKED WITH THE LINE UNDER PRESSURE. VALVES 4 INCHES IN DIAMETER AND SMALLER SHALL BE LEVER OR WRENCH NUT OPERATED. VALVES LARGER THAN 4 INCHES SHALL BE WORM GEAR OPERATED, EXCEPT WHERE AUTOMATIC OPERATION IS SPECIFIED. STANDARD PLUG VALVES SHALL BE CLOW FULL FLO SERIES, DEZURICK PERMASEAL SERIES, OR KENNEDY 40-A. 14. AIR RELEASE VALVES SHALL BE VALMATIC 48S VALMATIC 301S, APCO 402S, OR EMPIRE 935-F. 15. ALL BURIED VALVES SHALL BE PROVIDED WITH ADJUSTABLE VALVE BOXES APPROXIMATELY 5 INCHES IN DIAMETER WITH A MINIMUM THICKNESS OF 3/16 INCH CAST IRON. BOXES SHALL BE OF SUFFICIENT LENGTH TO OPERATE ALL VALVES BURIED IN THE GROUND, CONSISTING OF BASE, CENTER SECTION, AND TOP SECTION WITH COVER. VALVE BOXES LOCATED IN UNPAVED AREAS SHALL BE SLIP TYPE DESIGN TO PERMIT MOVEMENT OF THE TOP SECTION WITHOUT TRANSMITTING FORCES ONTO THE VALVE BODY. VALVE BOXES CAST INTO CONCRETE OR ASPHALT SURFACING SHALL HAVE BRASS COVERS. ALL VALVE BOX COVERS SHALL BE INTERNALLY CHAINED TO VALVE BOXES WITH AN APPROXIMATELY 18 INCH GALVANIZED CHAIN. VALVE BOX COVERS SHALL BE CAST WITH THE INSCRIPTION "SEWER". 16. PVC PIPE SHALL BE COLOR CODED GREEN (FORCE MAINS), WITH 2" LETTERING ("SEWER FORCE MAIN") ON TWO SIDES OF THE PIPE IN AT LEAST THREE AREAS PER PIPE SECTION. 17. INSTALL IDENTIFICATION TAPE ALONG ALL DUCTILE IRON PIPE AND PVC PIPE, MINIMUM THICKNESS 4 MILS, WIDTH 6 INCHES, LETTER SIZE 1 INCH, TEXT TO BE "SEWER FORCE MAIN". APPLY TAPE TO SURFACE OF PIPE, CONTINUOUSLY EXTENDING FROM JOINT TO JOINT. TAPE COLOR AND LETTERING SHALL BE BLACK PRINTING ON GREEN BACKGROUND. PLACE TAPE AS FOLLOWS: 2" - 8" PIPE - CENTER ALONG TOP HALF OF PIPE; 10" - 18" PIPE - PLACE ALONG BOTH SIDES OF THE TOP HALF OF PIPE; 20" PIPE AND LARGER - PLACE ON BOTH SIDES OF TOP HALF OF PIPE WITH A THIRD STRIP CENTERED ALONG TOP HALF OF PIPE. 18. INSTALL WARNING TAPE ALONG ALL PIPELINES, PLACED 2 FEET ABOVE PIPE. TAPE SHALL BE 6 -INCH WIDE VINYL CONTINUOUS TAPE. TAPE SHALL BE COLORED BROWN WITH BLACK LETTERING, CODED AND WORDED "CAUTION: FORCE MAIN BURIED BELOW". 19. INSTALL LOCATING WIRE ALONG ALL PVC PIPELINES. WIRE SHALL BE COLOR -CODED 14 GAUGE CONTINUOUS INSULATED WIRE. COLOR CODING SHALL BE SIMILAR TO WARNING TAPE COLORS. INSTALL LOCATOR WIRE ALONG ALL PRESSURIZED PIPELINES 2" AND LARGER. LOOP WIRE INTO ALL VALVE BOXES. LOOPING TO OCCUR EVERY 500 FEET MINIMUM. WHERE THERE ARE NO VALVE BOXES TO ALLOW LOOPING, PROVIDE ACCESS BOXES PER UTILITY REQUIREMENTS. CHECK V%/IRE FOR ELECTRICAL CONTINUITY. 20. ALL CHANGES IN DIRECTION SHALL BE MADE WITH FITTINGS OR APPROVED JOINT DEFLECTION. BENDING OF PIPE, EXCEPT COPPER AND POLYETHYLENE, IS PROHIBITED. JOINT DEFLECTION SHALL NOT EXCEED 75% OF THE MANUFACTURER'S RECOMMENDED MAXIMUM DEFLECTION. 21. TEST PROCEDURES SHALL BE APPROVED BY THE ENGINEER. ALL TESTS SHALL BE MADE IN THE PRESENCE OF THE ENGINEER AND UTILITY. NOTIFY THE ENGINEER AND THE UTILITY COMPANIES AT LEAST 72 HOURS BEFORE ANY WORK IS TO BE INSPECTED OR TESTED, 22. PROVIDE ALL EQUIPMENT FOR TESTING. INCREMENTS ON GAGES USED FOR LOW PRESSURE AIR TESTING SHALL BE OF SCALED TO THE NEAREST 0.1 PSI. GAGES, PUMPS, AND HOSES SHALL BE IN GOOD WORKING ORDER WITH NO NOTICEABLE LEAKS. 23. APPLY HYDROSTATIC TEST PRESSURE OF 100 PSI FOR 10 MINUTES AND FOR SUCH ADDITIONAL PERIOD NECESSARY FOR THE ENGINEER TO COMPLETE THE INSPECTION OF THE LINE UNDER TEST. DO NOT EXCEED PIPE MANUFACTURER'S SUGGESTED TIME DURATION AT THE TEST PRESSURE. IF DEFECTS ARE NOTED, REPAIRS SHALL BE MADE AND THE TEST REPEATED UNTIL ALL PARTS OF THE LINE WITHSTAND THE TEST PRESSURE. 24. APPLY LEAKAGE TEST PRESSURE OF 100 PSI. MAINTAIN PRESSURE ATA MAXIMUM VARIATION OF 5% DURING THE ENTIRE LEAKAGE TEST. THE DURATION OF THE LEAKAGE TEST SHALL BE TWO HOURS MINIMUM, AND FOR SUCH ADDITIONAL TIME NECESSARY FOR THE ENGINEER TO COMPLETE INSPECTION OF THE SECTION OF LINE UNDER TEST. LEAKAGE MEASUREMENTS SHALL NOT BE STARTED UNTIL A CONSTANT TEST PRESSURE HAS BEEN ESTABLISHED. THE LINE LEAKAGE SHALL BE MEASURED BY MEANS OF A WATER METER INSTALLED ON THE SUPPLY SIDE OF THE PRESSURE PUMP. 25. NO LEAKAGE IS ALLOWED IN EXPOSED PIPING, BURIED PIPING WITH FLANGED, THREADED, OR WELDED JOINTS OR BURIED NON -POTABLE PIPING IN CONFLICT WITH POTABLE WATER LINES. 26. TESTED SECTIONS OF BURIED PIPING WITH SLIP -TYPE OR MECHANICAL JOINTS WILL NOT BE ACCEPTED IF IT HAS A LEAKAGE RATE IN EXCESS OF THAT RATE DETERMINED BY THE FORMULA L = SDP/133200 (AWWA C-600 DUCTILE IRON MAINS), OR L = NDP/7400 (AWWA MANUAL NO. M-23 - PVC MAIN); WHERE L = MAXIMUM PERMISSIBLE LEAKAGE RATE, IN GALLONS PER HOUR, THROUGHOUT THE ENTIRE LENGTH OF LINE BEING TESTED; S = LENGTH OF LINE TESTED (IN FEET); D = NOMINAL INTERNAL DIAMETER (IN INCHES) OF THE PIPE; N = NUMBER OF JOINTS ALONG LINE BEING TESTED; AND P = THE SQUARE ROOT OF THE ACTUAL PRESSURE IN PSIG ON ALL JOINTS IN THE TESTED PORTION OF THE LINE. THIS ACTUAL PRESSURE SHALL BE DETERMINED BY FINDING THE DIFFERENCE BETWEEN THE AVERAGE ELEVATION OF ALL TESTED PIPE JOINTS AND THE ELEVATION OF THE PRESSURE GAUGE AND ADDING THE DIFFERENCE IN ELEVATION HEAD TO THE AUTHORIZED TEST PRESSURE. 27. ALL APPARENT LEAKS DISCOVERED WITHIN ONE YEAR FROM THE DATE OF FINAL ACCEPTANCE OF THE WORK BY THE OWNER SHALL BE LOCATED AND REPAIRED BY CONTRACTOR, REGARDLESS OF THE TOTAL LINE LEAKAGE RATE. GENERAL UTILITY NOTES: 1. SSOCOF CHAPTER 556, FLORIDA STATUTES, REQUIRES EXCAVATORS TO NOTIFY SUNSHINE STATE ONE CALL OF FLORIDA (SSOCF) BEFORE BEGINNING AND EXCAVATION IN THE STATE OF FLORIDA UNLESS A SPECIFIC EXEMPTION LISTED IN F.S. 556.108 APPLIES. AN EXCAVATOR MUST NOTIFY SSOCOF TWO FULL BUSINESS DAYS BEFORE EXCAVATING. EXCAVATORS MAY CALL 1-800-432-4770 DURING BUSINESS HOURS OR USE THE INTERNET TO PROVIDE INFORMATION. 2. TRENCH SAFETY CONTRACTOR SHALL COMPLY WITH OSHA TRENCH SAFETY STANDARDS 29 C.F.R., S. 926.650, SUBPART P, AND ALL SUBSEQUENT REVISIONS OR UPDATES ADOPTED BY THE DEPARTMENT OF LABOR AND EMPLOYMENT. BEFORE YOU DIG! CALL SUNSHINE STATE ONE CALL OF FLORIDA AT LEAST TWO FULL BUSINESS DAYS BEFORE DIGGING OR DISTURBING EARTH 4 - Know what's below. Call before you dig. 0 N U O O LL 00 LU LU LLI U W v/ LLJ ® z _ v) z LLJ ® rre CO N IL _ a CO� Z O co LLJ Q = G f Iz W CL O Uj Uj (Wj V Uj W LU ® cr� o L LW ♦ ) C/ I c ® N o 0 21- `® 1 0 ® <t U_z LL_Z o 0 O C/) (3) p L0 0W O LL dLLI z Q LLL tl W 0-1 (D tL REVISIONS 1. 2. 3. 4.� 5. 6. 7. ARCHITECT: GC DRAFTSMAN: JDH CHECKED BY: JTP DATE JAN 2010 PROTOTYPE SIZE 7 N 2 R COm2 m 44J .......................... DEMOLITION LEGEND O REMOVE EXISTING UTILITIES. O2 EXISTING UTILITIES TO BE SAVED AND PROTECTED. DEMOLISH AND REMOVE EXISTING CONCRETE / ASPHALT ® i ® LIMIT OF CONSTRUCTION SEE ABOVE FOR CONTINUATION BEFORE YOU DIG! CALL SUNSHINE STATE ONE CALL OF FLORIDA AT LEAST" TWO FULL BUSINESS DAYS BEFORE DIGGING OR DISTURBING EARTH * , D Know what's below. Cali before you dig. GENERAL DEMOLITION NOTES - 1 . OTES:1. ALL WORK TO BE ACCOMPLISHED IN STRICT ACCORDANCE WITH ALL LOCAL ORDINANCES, CITY OR STATE. 2. WITHIN THE SUBJECT PROPERTY, THE INTENT IS TO HAVE A CLEAN, CLEAR SITE, FREE OF ALL EXISTING ITEMS NOTED TO BE REMOVED IN ORDER TO PERMIT THE CONSTRUCTION OF THE NEW PROJECT. 3. ALL ITEMS NOTED TO BE REMOVED BY THE SELLER SHALL BE ACCOMPLISHED PRIOR TO THE CLOSING OF THE REAL ESTATE TRANSACTION. ALL OTHER ITEMS NOTED TO BE REMOVED SHALL BE DONE SO AS PART OF THE CONTRACT FOR GENERAL CONSTRUCTION. 4. REMOVE AND DISPOSE OF ANY SIDEWALKS, FENCES, STAIRS, WALLS, DEBRIS AND RUBBISH REQUIRING REMOVAL FROM THE WORK AREA IN AN APPROVED OFF SITE LANDFILL. 5. THE CONTRACTOR SHALL SECURE ALL PERMITS FOR HIS DEMOLITION AND DISPOSAL OF HIS DEMOLITION MATERIAL TO BE REMOVED FROM THE SITE. THE CONTRACTOR SHALL POST BONDS AND PAY PERMIT FEES AS REQUIRED. BUILDING DEMOLITION CONTRACTOR SHALL BE RESPONSIBLE FOR PERMITS AND DISPOSAL OF BUILDING DEMOLITION DEBRIS. 6. CHAPTER 556, FLORIDA STATUTES, REQUIRES EXCAVATORS TO NOTIFY SUNSHINE STATE ONE CALL OF FLORIDA (SSOCOF) BEFORE BEGINNING AND EXCAVATION IN THE STATE OF FLORIDA UNLESS A SPECIFIC EXEMPTION LISTED IN F.S. 556.108 APPLIES. AN EXCAVATOR MUST NOTIFY SSOCOF TWO FULL BUSINESS DAYS BEFORE EXCAVATING. EXCAVATORS MAY CALL 911 DURING BUSINESS HOURS OR USE THE INTERNET TO PROVIDE INFORMATION. 7. THE CONTRACTOR TO REMOVE ALL UTILITIES TO EXISTING STRUCTURES WHETHER SHOWN OR NOT OR ARRANGE FOR THE APPROPRIATE UTILITY COMPANY TO CUT AND CAP SERVICE PIPING AT THE PROPERTY LINE OR MAIN (AS REQUIRED). ALL SERVICES MAY NOT BE SHOWN ON THIS PLAN. 8. FOR ALL ITEMS NOTED TO BE REMOVED - REMOVE NOT ONLY THE ABOVE GROUND ELEMENTS, BUT ALL UNDERGROUND ELEMENTS AS WELL INCLUDING BUT NOT NECESSARILY LIMITED TO: FOUNDATIONS, GRAVEL FILLS, TREE ROOTS, OLD PIPES, ETC. 9. BACK FILL ALL EXCAVATIONS RESULTING FROM THE DEMOLITION WORK TO MEET THE REQUIREMENTS FOR FILL OUTLINED IN THE GEOTECHNICAL REPORT. 10. THE CONTRACTOR SHALL PROTECT ALL IRON PINS, MONUMENTS AND PROPERTY CORNERS DURING CONSTRUCTION. ANY CONTRACTOR DISTURBED PINS, MONUMENTS, ETC. SHALL BE RESET BY A LICENSED LAND SURVEYOR AT THE EXPENSE OF THE CONTRACTOR. 11. THE CONTRACTOR SHALL RESTORE ANY UTILITY STRUCTURE, PIPES, PAVEMENT, CURBS, SIDEWALKS OR LANDSCAPED AREAS DISTURBED DURING DEMOLITION TO THEIR ORIGINAL. 12. ALL BUILDINGS, FOUNDATION WALLS AND FOOTINGS INDICATED ON THIS PLAN TO BE REMOVED FROM SITE. CONTRACTOR SHALL SECURE ANY PERMITS AND PAY ALL FEES AND PERFORM CLEARING AND GRUBBING AND DEBRIS REMOVAL PRIOR TO COMMENCEMENT OF GRADING OPERATIONS. 13. ASBESTOS AND ANY OTHER HAZARDOUS MATERIAL SHALL BE REMOVED BY THE EXISTING PROPERTY OWNER USING A LICENSED HAZARDOUS MATERIAL CONTRACTOR. 14. THE CONTRACTOR SHALL FURNISH ALL MATERIALS, LABOR, SUPERVISION, AND EQUIPMENT REQUIRED FOR THE ORDERLY DEMOLITION AND REMOVAL OF EXISTING STRUCTURES, PAVEMENT AND UTILITIES AS SHOWN ON THE DRAWINGS AND DESCRIBED HEREIN. 15. THE CONTRACTOR IS REQUIRED TO FAMILIARIZE HIMSELF WITH THE STRUCTURES TO BE DEMOLISHED. A BRIEF DESCRIPTION OF THE STRUCTURES IS INCLUDED IN THE PLANS FOR THE CONTRACTOR'S CONVENIENCE ONLY. 16. THE CONTRACTOR IS RESPONSIBLE FOR THE DEMOLITION, REMOVAL, AND DISPOSAL, IN A LOCATION APPROVED BY ALL GOVERNING AUTHORITIES, OF ALL STRUCTURES, PADS, WALLS, FLUMES, FOUNDATIONS, PARKING, DRIVES, DRAINAGE, STRUCTURES, UTILITIES, ETC., SUCH THAT THE IMPROVEMENTS SHOWN ON THE REMAINING PLANS CAN BE CONSTRUCTED. ALL FACILITIES TO BE REMOVED SHALL BE UNDERCUT TO SUITABLE MATERIAL AND BROUGHT TO GRADE WITH SUITABLE COMPACTED FILL MATERIAL PER THE SPECIFICATIONS. 17. PRIOR TO ANY REMOVAL OF ANY UNDERGROUND TANK AND OTHER COMPONENT, CONTRACTOR MUST COMPLETELY DRAIN THE SYSTEMS TO AN APPROVED SANITATION TANK FOR DISPOSAL TO AN APPROVED LOCATION. 18. THE CONTRACTOR IS RESPONSIBLE FOR REMOVING ALL DEBRIS FROM THE SITE AND DISPOSING THE DEBRIS INA LAWFUL MANNER. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL PERMITS REQUIRED FOR DEMOLITION AND DISPOSAL. 19. PROVIDE ADEQUATE PROTECTION FOR PERSONS AND PROPERTY AT ALL TIMES. EXECUTE THE WORK INA MANNER TO AVOID HAZARDS TO PERSONS AND PROPERTY AND PREVENT INTERFERENCE WITH THE USE OF AND ACCESS TO ADJACENT BUILDINGS. STREETS AND SIDEWALKS SHALL NOT BE UNNECESSARILY BLOCKED BY DEBRIS AND EQUIPMENT. 20. IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY TO DETERMINE THE EXTENT OF DEMOLITION REQUIRED IN ORDER TO PERFORM THE CONTRACT WORK FOR THIS PROJECT. THE CONTRACTOR SHALL CONDUCT SITE VISITS AND SHALL EXAMINE ALL OF THE INFORMATION WITHIN THESE DOCUMENTS: ALL DISCREPANCIES AND /OR OMISSIONS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO BID SUBMITTAL. 21. THE CONTRACTOR SHALL COORDINATE WITH RESPECTIVE UTILITY COMPANIES PRIOR TO THE REMOVAL AND/OR RELOCATION OF UTILITIES. THE CONTRACTOR SHALL COORDINATE WITH THE UTILITY COMPANY CONCERNING PORTIONS OF WORK WHICH MAY BE PERFORMED BY THE UTILITY COMPANY'S FORCES AND ANY FEES WHICH ARE TO BE PAID TO THE UTILITY COMPANY FOR THEIR SERVICES. THE CONTRACTOR IS RESPONSIBLE FOR PAYING ALL FEES AND CHARGES. 22. ALL EXISTING LIGHT POLES AND BASES SHALL BE COMPLETELY REMOVED. 23. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DISCONNECTION OF UTILITY SERVICES TO THE EXISTING BUILDING PRIOR TO DEMOLITION OF THE BUILDING. 24. THE LOCATIONS OF ALL EXISTING UTILITIES SHOWN ON THIS PLAN HAVE BEEN DETERMINED FROM THE BEST INFORMATION AVAILABLE AND ARE GIVEN FOR THE CONVENIENCE OF THE CONTRACTOR. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR THEIR ACCURACY. PRIOR TO THE START OF ANY DEMOLITION ACTIVITY, THE CONTRACTOR SHALL NOTIFY THE UTILITY COMPANIES FOR ONSITE LOCATIONS OF EXISTING UTILITIES. 25. ALL EXISTING SEWERS, PIPING AND UTILITIES SHOWN ARE NOT TO BE INTERPRETED AS THE EXACT LOCATION, OR AS THE ONLY OBSTACLES THAT MAY OCCUR ON THE SITE. VERIFY EXISTING CONDITIONS AND PROCEED WITH CAUTION AROUND ANY ANTICIPATED FEATURES. GIVE NOTICE TO ALL UTILITY COMPANIES REGARDING DESTRUCTION AND REMOVAL OF ALL SERVICE LINES AND CAP ALL LINES BEFORE PROCEEDING WITH THE WORK. UTILITIES DETERMINED TO BE ABANDONED AND LEFT IN PLACE SHALL BE GROUTED IF UNDER BUILDING. 26. ELECTRICAL, TELEPHONE, CABLE, WATER, FIBER OPTIC CABLE AND/OR GAS LINES NEEDING TO BE REMOVED OR RELOCATED SHALL BE COORDINATED WITH THE AFFECTED UTILITY COMPANY. ADEQUATE TIME SHALL BE PROVIDED FOR RELOCATION AND CLOSE COORDINATION WITH THE UTILITY COMPANY IS NECESSARY TO PROVIDE A SMOOTH TRANSITION IN UTILITY SERVICE. CONTRACTOR SHALL PAY CLOSE ATTENTION TO EXISTING UTILITIES WITHIN THE ADJACENT ROAD RIGHT OF WAYS DURING CONSTRUCTION. 27, CONTRACTOR MUST PROTECT THE PUBLIC AT ALL TIMES WITH FENCING, BARRICADES, ENCLOSURES, ETC., TO THE BEST PRACTICES AND APPROVED BY AUTOZONE CONSTRUCTION MANAGER. 28. CONTINUOUS ACCESS SHALL BE MAINTAINED FOR THE SURROUNDING PROPERTIES AT ALL TIMES DURING DEMOLITION OF THE EXISTING FACILITIES. 29. ESTABLISH EROSION AND SEDIMENTATION CONTROL IN ACCORDANCE WITH SWPPP MAP PRIOR TO ANY DEMOLITION ACTIVITIES. 30. CONTRACTOR MAY LIMIT SAW -CUT & PAVEMENT REMOVAL TO ONLY THOSE AREAS WHERE IT IS REQUIRED AS SHOWN ON THESE CONSTRUCTION PLANS BUT IF ANY DAMAGE IS INCURRED ON ANY OF THE SURROUNDING PAVEMENT, ETC. THE CONTRACTOR SHALL BE RESPONSIBLE FOR IT'S REMOVAL AND REPAIR. 31. PAVEMENT REMOVAL A. WHERE EXISTING PAVEMENT IS TO BE REMOVED, SAW -CUT THE SURFACING LEAVING A UNIFORM AND STRAIGHT EDGE WITH MINIMUM DISTURBANCE TO THE REMAINING ADJACENT SURFACING. IF CONSTRUCTION RESULTS IN RAVELING OF THE SAW -CUT SURFACE, RECUT BACK FROM THE RAVELED EDGE PRIOR TO RESTORATION. COORDINATE LIMITS OF SAW -CUT WITH SHEET C1.3. B. WHERE EXISTING PAVEMENT, CURB, CURB AND GUTTER, SIDEWALK, DRIVEWAY, OR VALLEY GUTTER IS REMOVED FOR THE PURPOSE OF CONSTRUCTING OR REMOVING BOX CULVERTS, PIPE, INLETS, MANHOLES, APPURTENANCES, FACILITIES OR STRUCTURES, SAID PAVEMENT, ETC. SHALL BE REPLACED AND RESTORED IN EQUAL OR BETTER CONDITION THAN THE ORIGINAL. CONTRACTOR SHALL PROVIDE ALL NECESSARY LABOR, MATERIALS, EQUIPMENT, TOOLS, SUPPLIES, PAINT, AND EQUIPMENT REQUIRED. 32. DAMAGE TO ALL EXISTING CONDITIONS TO REMAIN WILL BE REPLACED AT CONTRACTOR'S EXPENSE. 33. CONTRACTOR MUST STOP OPERATION AND NOTIFY THE OWNER FOR PROPER DIRECTION IF ANY ENVIRONMENTAL OR HEALTH RELATED CONTAMINATE IS ENCOUNTERED DURING DEMOLITION/EXCAVATION PROCESS. 34. REMOVE ALL EXISTING TREES ON-SITE EXCEPT FOR THOSE INDICATED TO BE SAVED. TREES TO BE PRESERVED SHALL BE PROTECTED. SEE LANDSCAPE PLANS FOR TREE PROTECTION DETAILS. Engineers (C.O.3. No. 3215) � Architects (Lie. No. 332600926) Surveyors (L.B. No. 7143) Landscape Arch. (Lie. No. LC0000298) i Planners Environmental Scientists N FOLK, P.E. Construction Management 6 1j0 Traffic/Transportation ' 16 2010 WWI = F Engineers Planners Elio Landscape Architects Surveyors Construction Management wwzv, cphengineers. coin 500 West Fulton Street, Sanford, Ft. 32771 P.O. Box 2808, Sanford, Fl. 32772-2808 Phoite:407.322.6841 Fax: 407.330.0639 D 31 J O O j CD LL CO 'L' I W W j �■ W C W ® �^ z _ W Z ® a., V J N l.L :E ® CO� Lu 0 N R T ti f II� W z CL Lu W 0 W O Lu �✓ J ® O z C:) LL_ 1Cr,12 0 0 LL_ N ® �o = z Q C/) O z O " (f) O O O o U) U 0 O O 0 W a- Q W d W W SCALE: 1 " m 20'-0" REVISIONS 1. 2. . 3. 4. 5. 6.--�- 7. ARCHITECT: GC DRAFTSMAN: JDH CHECKED BY: JTP DATE JAN 2010 PROTOTYPE SIZE 7 N 2 R C1 ■ 2 14.7''.` 25.00' 18.00' 5.00' 29.60' . ......., 5 . .. 0 m I: 00 o 15 33 �m L6 r ..' N 29 o : O cYi i iY 23 R3' 10. 0' 1:2: s --R4' 1 4' S ° ° �6 4 d ' 10 4. 10 n o o b o .1 ° 4 a 15 4 a ° d .d -► 4 ° . 1,0.00' R18' 2 23 12 -' 18 21 R3' 3.00'/ ...: 0 22 3 2 00 36v\ FAOU, .'`. _ //-R3' R3 0 15:.:. .................. 10.00, "0I 00 N cYi N 0 co Ij O 0 LO 7.00'1 15 0 8 BUILDING TIE BUILDING TIE imilemI � 15.00' SITE DATA ZONING: GC -2 PARCEL ID: 11-20-30-300-010A-0000 SITE ADDRESS: 3450 SOUTH ORLANDO DRIVE SITE AREA: 51,806.36 S.F. (1.19 ACRES ±) EXISTING USE: VACANT PROPOSED BUILDING AREA: 7,381 S.F. SURROUNDING LAND USE: DIRECTION ZONED EXISTING LAND USE NORTH GC -2 OFFICE SOUTH GC -2 VACANT / TIRE KINGDOM EAST N/A U.S. 17-92 WEST GC -2 VACANT LANDSCAPE BUFFER: 0L DIRECTION REQUIRED PROPOSED NORTH 20' 7' (PER CONDITIONAL USE PERMIT) SOUTH 20' 0' (PER CONDITIONAL USE PERMIT) EAST 25' 12' WEST 20' 14' BUILDING SETBACKS: DIRECTION REQUIRED PROPOSED NORTH 20' 10' SOUTH 20' 59.41' EAST 140' FROM CL OF ROW 45.90' WEST 20' 65.64' SOILS: THE DESCRIBED PROPERTY HAS MYAKKA / EAU GALLIE FINE SOILS LAND COVERAGE SUMMERY: PROPOSED IMPERVIOUS AREA: 29,878.46 S.F. (57.67 %) PROPOSED OPEN SPACE: 21,927.90 S.F. (42.33 %) REQUIRED OPEN SPACE: 25 % FLOOR AREA RATIO: 7,381 S.F. =0.14 51,806.36 S.F. MAXIMUM FLOOR AREA RATIO = 0.35, PROPOSED 0.14 THE DESCRIBED PROPERTY LIES IN ZONE X; PER FIRM PANEL # 12117CO045 F MAP DATE 8/8/2007 MAXIMUM ALLOWABLE HEIGHT: 50' PARKING REQUIREMENTS: 5 SPACE / 1,000 S.F. = 7,381 S.F. x 5 = 37 SPACES 1,000 S.F. 37 REQUIRED PARKING SPACES PARKING PROVIDED: HANDICAP SPACES 2 SPACES REGULAR SPACES 35 SPACES TOTALSPACES 37SPACES PAVEMENT SYMBOLS LEGEND PROPOSED HEAVY DUTY CONCRETE PAVEMENT OASPHALT PAVEMENT / ALTERNATE BID PROPOSED CONCRETE SIDEWALK PROPOSED CONCRETE PAVEMENT 'JUSTI RLK., P.E. FE X010 KEYNOTES 0 CONCRETE CURB - SEE DETAIL 24 /C1.6 OCONCRETE PAVING - SEE DETAIL 3/ C1.6 EXPANSION AND CONTROL JOINTS - SEE DETAILS 1 & 15/ C1.6 MAXIMUM SPACING FOR CONTROL JOINTS IS 15'-0" O.C. EACH WAY. OG.C. TO PROVIDE ALTERNATE BID FOR PAVING ASPHALT, SEE DETAIL, 4 /C1.6. O4 HANDICAP PARKING AREA - SEE DETAIL 10 /C1.6 OHANDICAP PARKING SIGN - SEE DETAIL 5/C1.6 0 PIPE GUARD (TYP.) - SEE DETAIL 13 /C1.6 OCONCRETE LIGHT POLE BASE - SEE DETAIL PH1.0 OCONCRETE SIDEWALK - SEE DETAIL 30 /C1.6 ODUMPSTER ENCLOSURE - 6' HIGH CMU BLOCK ENCLOSURE W/ GATES - SEE DETAILS 16, 17, 18, &19 /C1.6 10 TRUNCATED DOMES TO BE OVERLAY PAD. 11 MONUMENT SIGN - 3'X 13'X 10' HGT, REFER TO ARCH. PLANS 12 4" WIDE PARKING STRIPE PAINTED WHITE (TYP.) 13 PROPOSED NOSE DOWN CURB - SEE DETAIL 7 /C1.6 14 CONCRETE HANDICAP RAMP - MAXIMUM SLOPE 1:12 (8.33 %) (PER A.D.A. REQUIREMENTS). MAXIMUM CROSS (2.00 %) SLOPE 1:50 15 NEW LANDSCAPE AREA - PROVIDE 3" TOPSOIL, SEE LANDSCAPE PLAN 16 EXPANSION AND CONTROL JOINTS - SEE DETAILS 1 & 15 /C1.6 17 BUILDING DOWN SPOUTS (TYP.) SEE GRADING PLAN FOR CONNECTION. - SEE DETAIL 20 /C1.6 18 STOP SIGN - SEE DETAIL 22 /C1.6 19 PAVEMENT MARKINGS - SEE DETAIL 9 /C1.6 20 NEATLY SAWCUT, REMOVE AND MATCH EXISTING PAVEMENT 21 PROPOSED DYSL / 4" (LINES TO BE EXTENDED FROM THE STOP BAR) 22 24" WIDE WHITE PAINT STOP BAR ON PAVEMENT PER FDOT INDEX #17346, SEE DETAIL 11 /C1.8 23 PROPOSED HEAVY DUTY CONCRETE PAVEMENT. 24 MATCH EXISTING SIDEWALK 25 NO PARKING / LOADING ZONE SIGN, SEE DETAIL 6 /C1.6 20 LOADING ZONE STRIPING. SYSL / 4" SPACED AT 2' O.C. AT 45°. 27 ROAD TERMINATION BARRICADE SIGN, PER FDOT INDEX# 17349 CASE 11. 28 RIBBON CURB, SEE DETAIL 14 /C1.6 29 RETAINING WALL - SEE DETAIL C1.4 30 PIPE GUARD @ ROLL -UP DOOR - SEE DETAIL 12/01.5 31 PIPE GUARD @ FRONT OF BUILDING - SEE DETAIL 23 /C1.6 32 PROPOSED SANITARY LIFT STATION - SEE DETAIL SHEET C1.8 33 POND SECURITY FENCE - SEE DETAIL 25 /C1.6 GENERAL NOTES: 1. CONTRACTOR TO PROVIDE CONTINUAL UNDISTURBED ACCESS TO TIRE KINGDOM DURING THEIR BUSINESS HOURS. 2. PROPERTY LINE AND RIGHT-OF-WAY MONUMENTS SHALL NOT BE DISTURBED BY CONSTRUCTION. IF DISTURBED, THEY SHALL BE RESET TO THEIR ORIGINAL LOCATIONS AT THE CONTRACTOR'S EXPENSE BY A REGISTERED LAND SURVEYOR. 3. PROOF ROLL BUILDING AND ALL PARKING AREAS. NOTIFY AUTOZONE INC. OF ANY UNACCEPTABLE AREAS. 4. BUILDING DIMENSIONS SHOWN ON THE CIVIL ENGINEERING PLANS ARE FOR REFERENCE PURPOSES ONLY, CONTRACTOR SHALL USE THE ARCHITECTURAL AND STRUCTURAL PLANS FOR EXACT BUILDING DIMENSIONS. 5. ALL SITE DIMENSIONS ARE REFERENCED TO THE FACE OF CURBS OR EDGE OF PAVING UNLESS OTHERWISE NOTED. 6. ALL SIDEWALKS, CURB AND GUTTER, STREET PAVING, CURB CUTS, DRIVEWAY APPROACHES, HANDICAP RAMPS, ETC. CONSTRUCTED OUTSIDE THE PROPERTY LINE IN THE RIGHT-OF-WAY SHALL CONFORM TO ALL MUNICIPAL AND/OR STATE SPECIFICATIONS AND REQUIREMENTS. 7. ALL DISTURBANCE INCURRED TO ANY ADJOINING PROPERTY DUE TO CONSTRUCTION OR DEMOLITION SHALL BE RESTORED TO THE PREVIOUS CONDITION OR BETTER, AND TO THE SATISFACTION OF THE CITY OR STATE AUTHORITY. 8. THE CONTRACTOR SHALL PROVIDE AS -BUILT RECORDS OF ALL CONSTRUCTION (INCLUDING UNDERGROUND UTILITIES) TO AUTOZONE INC. AT THE END OF CONSTRUCTION. Engineers (C.O.A. No. 3215) Architects (Lic. No. AA2600926) Surveyors (L.B. No. 7143) Landscape Arch. (Lic. No. LC0000298) Planners Environmental Scientists Construction Management Traffic/Transportation Engineers Planners loll Landscape Architects Surveyors Construction Management wwzv. cpIt engineers. corn 500 6VestFulton Street, Sanford Fl. 32771 P.O. Box 9808, Sanford, Fl. 32772-2808 Phone: 407.322.6841 Fax: 407.330.0639 0L O O� L o 00 W s W U U) Z CO_ CO Z W � LLJ Z N u- _ ® -a- UJ G � 0 R T N h f W W 0 Q aY O O C� JL L C) IY =z ®Lcl,,c)) II-_ Cf) Irl ziZ o o " U) O (1)CD >_ O Qu") co j lY a_ O 0 0 Lijw a IL w Q� .r® SCALE: 1 " = 20'-0" REVISIONS 1. 3. 4. wt 5. 6. k� 7. ARCHITECT: GC DRAFTSMAN: JDH CHECKED BY: JTP DATE JAN 2010 PROTOTYPE SIZE 7 N 2 R C 1 m 3 SEE BELOW FOR CONTINUATION EROSION AND SEDIMENTATION o " CONTROL NOTES 47.00 T.O.W. 47.00 F.G. 49.00 T.O.W. PRIOR TO ANY CONSTRUCTION ACTIVITY THE CONTRACTOR SHALL INSTALL EROSION AND s 47. 42.50 F.G SEDIMENTATION CONTROL NIEASURES SHOVI/N ON THE PLANS AND PROVIDED FOR IN FDOT p 47.40 LA INDEX NO.102. AS CONSTRUCTION PROGRESSES, THE CONTRACTOR SHALL PERIODICALLY4$ CHECK THE SEDIMENTATION CONTROLS AND REPAIR THEM AS NECESSARY TO KEEP THEM IN GOOD FUNCTIONING ORDER. THE CONTRACTOR SHALL ALSO PROTECT INLETS AND OTHERSITE APPURTENANCES FROM SEDIMENTATION USING PROTECTION AS DETAILED IN FDOT47.55 448.05 INDEX NO.102. THE CONTRACTOR SHALL CONDUCT GROUND STABILIZING MEASURES (PAVING, 447.55 GRASSING, MULCHING, AND SODDING) AS SOON AS PRACTICABLE FOLLOWING FINAL GRADING 49.00 T.O. OF THE SITE. FOLLOWING COMPLETION OF CONSTRUCTION AND COMPLETED STABILIZATION im ML 4:1 42.50 F G OF POTENTIAL EROSION AREAS, THE CONTRACTOR SHALL REMOVE SEDIMENTATION I CONTROL MEASURES AND CLEAN AND REPAIR ANY AREAS AFFECTED BY THE CONSTRUCTION 2:1 ACTIVITIES. S-1 47.20 -1 I LEGENDco 47.00 I EXISTING GRADE SPOT SHOT 0.00 Ll TOP OF CURB 0.00 EDGE OF PAVEMENT M.E. TOP OF CURB - MATCH EXISTING ELEVATION S-1 M.E. EDGE OF PAVEMENT - MATCH EXISTING ELEVATION LLJ IF -�- PROP. FLOW DIRECTION MODIFIED FDOT TYPE G 4:1 1 30.5 INLET STRUCTURE W/ RETCULIN't GRATE COVER ALUMINUM 46.80 32 5 FRAME & PLATE (TYP. 3 SIDES) ML 34'5 a NOTE: THE PRESENCE OF GROUNDWATER MAY BE ENCOUNTERED ON THIS PROJECT. } 2- 2.5" WIDE WIDE WEIR 47,45 36.5 OPENINGS CENTEREDON'f!A L CONTRACTOR'S BID SHALL INCLUDE CONSIDERATION FOR ADDRESSING THIS 46.95 ELEV. 44.20' ISSUE. I 46.60 38.5 -1 40.5 49.00 T.O. . GENERAL GRADING LU 42.50 F G NOTES I 47.25 47.35 41.5 A., 46.75 46.85 _ 47.15 42.5 I® 46.65 43 1. ALL DRAINAGE STRUCTURES INCLUDING CLEAN -OUTS SHALL BE INSTALLED WITH TRAFFIC Jr_cJ S-7 44 NJ I z" BEARING GRATES, FRAMES, TOPS, RINGS, COVERS, ETC. AS APPLICABLE. 47.10 45 47.00 T.O.s 1s Lac BOLrALumINUMANGLE 2. LOADING AREA: SLOPE AT MAX. 2 1/2 % AWAY FROM BUILDING. [_4777- TO INLET, 12" O.C. (TYP.) 46.60 46 12" 3. CONTRACTOR SHALL USE EXTREME CAUTION WHEN CROSSING EXISTING UTILITIES TO S-6 47 nP. ENSURE NO DAMAGE OR LOSS OF SERVICE OCCURS. ANY DAMAGE TO SAID LINES SHALL BE 6.45 THE RESPONSIBILITY OF THE CONTRACTOR. NO ADDITIONAL COMPENSATION WILL BE 47.40�J, -g 47 PROVIDED. 46.90 4. RCP PIPE SHALL BE CLASS III PIPE CONFORMING TO THE MOST CURRENT ASTM DESIGNATION /T6.85 S PLAN VIEW C-76 TOP OF INLET ELEV. TOP +0.' 47.55 47.50 1 ELEV. 44.00' 5. ALL GRADES ARE RELATIVE TO THE NATIONAL AMERICAN VERTICAL DATUM OF 1988. 47.05 47.00 P j - SLOPE OF FOND FRAME UM OIL SKIMMER \ 4-FwaME&PLarE 6. ALL PROPOSED INLET GRATES SHALL BE TRAFFIC BEARING RETICULINS STEEL WITH H2O LOAD 46.80 1 y, ELEV. WEIR 0.5 CAPACITY. /\ TYPJjV ' / ATTACH BOTTOM OF I/4"ALUM. BAFFLE, PROPOSED STORM /�47.25 2" BELOW BOTTOM OF4FIT & WELD TO 47.65 47.$0 TO BAFFLE4BOTTOM OF SKIMMER PLATE SEWER SCHEDULE 47.15 47.0 48.95 47.95 / A SHALL BE 6" BELOW WEIR ELEV. 47.,45,\,..............- 47:45 47.15 S-1 TYPE "C' INLET PER FDOT INDEX # 232 46.60 S-4 47.65 47.755"RCP oRIFICEINv.4z.50 /� GRATE V. 43.20 90 _ H. P. F.L.F. 41.00 2.75" DIAMETER PREDRILL CAP 47.45 48.00 I \//\ 1 ° 46.95 47.50 48.15\ S-2 155 L.F. 15" RCP @ 0.39 /° �� 47.55 °:47.65 cRourPERFDorwDExNo.za1 S-3 TYPE "C" INLET PER FDOT INDEX# 232 GRATE EL. 46.20 48.15 \\\\ CONCRETE BASE N. W. INV. 42.55 SECTION "A""A" E. INV. 4.2.60 46.40 46.80 47.30 47.50 47.65 RETAINING WALL FOOTER 48.05 NOTE: EE GRADING PLAN FOR OUTFALL STRUCTURE LOCATIONS. OUTFALL STRUCTURE LOCATION -LI 109 L.F. - 15" RCP @ D.41 /° 4 .40 47.50 47.55 SHALL BE FIELD DETERMINED BY THE CON TRACTORANDAPPROVED BY THE ENGINEER. O D ° OUTFALL STRUCTURE NO. S-15 DETAIL S TYPE "C" INLET PER FDOT INDEX 2 46.90 47.60 47.60 GRATE ELN46.45 E # 23 46.40 S. INV. 42.10 N. INV. 42.10 47.00 47,50 47.60 NOTES E. INV. 43.40 46.20 I 46.50 47.00. I 1. COMPACT BACKFILL BELOW FOOTER TO 98% MAX. DENSITY PER AASHTO T-160. 47.60 -1 2. COMPACT BACKFILL BEHIND WALL 1095% MAX. DENSITY PER AASH TO i-180IN 12" LAYERS WITH LIGHT EQUIPMENT. BACKFILLTOBE CLEAN GRANULAR MATFRAL S-6 52 L.F. -- 18" RCP @ 0.29% 3. ROUGHEN TOP OF FOOTING TO IMPROVE BOND BETWEEN WALLAND FOOTING. CD 4. FILL ALL CELLS CMU W/3000 PSI GROUT PUMP MIX. 46.40 c 5. MORTAR TO BE TYPE MASTM C91. S'-7 CONCRETE MITERED END SECTION ° 6. CMU TO BE GRADE N, TYPE I, C90, LAID IN RUNNING BOND. PER FDOT INDEX NO. 272 'i 7. REBAR TO BE GRADE 60 S-2 F.L. 41.95 60 L.F. - 6" PVC @ 1.0 % 0 0 S-9 6" WYE w/ CLEAN OUT 00 F.L. 44.00 46.60 BLDG. AREA = 7,381 SQ. FT. 49.00 �GAPWALLW/CEMENT MORTAR S_1 118 L.F. 6" PVC @ 0.50% 06 FINISH FLOOR ELEV. 47.60 fmw 40 LO F- 7 55 6" WYE W/ CLEAN OUT 47.0 S-11 46.85 f f I .r 12"x12"x 16"CMU `NALL BEAM CONTINUOUS F.L. 44.60 46.80/1---- TWO #5 REBAR IN BOND 46.95 47.55" 47.60 -1 (` I #7 REBAR 16"00. S-12 ROOF DRAIN DOWNSPOT CONNECTION (REFER TO ARCHITECTURAL PLANS) F.L. 47.60 47.15; 44.60 (6" P.V.C. @ 1.00 % MIN.) 47.10 _ H. P. ° S-13 86 L.F. - 18" RCP @ 0.30 % 46.95 0 47.20 NrERMeDIATEBONDBEAMwIrH TO BE CAPPED FOR FUTURE USE 47.10€ 47.60 7,5' 2 #4 BAR IN EACH BEALLI M 7.551 S-1 1 , 46.90 "47 50 12' S-14 MITERED END SECTION PER FDOT CONCRETE 46.75 47.00 = #6 REBAR (9 INDEX NO. 272 • � F.L. 41.90 1 C.F. OF COARSE AGGREGATE 12" EQUAL TO FDOT SEC. 901.1 WRAPPED ° - 11 12 IN FILTER FABRIC -IYPAR OR E1UAL S-15 CONTROL STRUCTURE, (SEE DETAIL, THIS SHEET) GRADE 30 MIN SPADE o o.Q HOLES TYPE "C" INLET R FDOT INDEX # 232 ' 3'DIA. PVC WEEP O ^ I ° ° TOP ELEV 44 0 z U2" COVER S.W. INV. 41.00 0 47.25 47.50 2" '6 REBAR 2.75" BLEEDER ELEV. 42.50 1 ° I 47.20 x47.35 I j 14" 24" 80 L.F. 15" RCP @ 0.29% 5 #5 REBAR 46.85 47 15 47.15 47.40 + I BUBBLE UP 46.35 46.65 46.90 6 47.30 3112 DOVER S-17 TYPE "C" INLET PER FDOT INDEX # 232 46.80 47.2 KEY WAY TOP ELEV. 43.00 47.00 # ~I 6" I N.E. INV. 40.70 46.50 46.80 5'-10" ............. .............,.._.......... M.E. 46.65 46.30 s - ± 46.68 "\ 46 15 _RETAINING WALL DETAIL F-7-2-01 47.25 � i �b. 45.90 46.10 46.30 46.50 46.75 I ' 46.55 I46.05BEF46:80 47.2 CALL SUNSHINE STATE ONE CALL OF FLORIDA M.E. AT LEASTTWO FULL BUSINESS DAYS BEFORE DIGGING OR DISTURBING EARTH M.E. 46.75- 47.50 s ± 46.20 46.25 47.00'-,47 45 46.45 46.50 47.30 M.E. ± 46.3 ED 46 40 46 40 K ' ... ........ .. Cal l 47 25 <t Know what's below. M.E. NI.E. rt before you dig. ...... ....... 48 31 +, ± 46.28 I Engineers (C.O.A. No. 3215) Engineers Architects (Lic. No. AA2600926) Surveyors (L.B. No. 7143) S ................. Architects teCfS Planners S Landscape 4 Landscape Arch. (Lia No. LC0000298) Planners S2trveyors Environmental Scientists Constritction Management JUSTIN ConstructiotiManagement Tviv w. c p h e n g i n e e r s, c o m C1 04 ' SEE ABOVE FOR CONTINUATION r 1 D Traffic) Transportation 500 West Fulton Street, Sanford, Fl. 32771 P.O. Box 2808, Sanford, Fl. 32772_2808 f FEW 16 20 O Phone: 407.322.684.1 Fax: 407.330.0659 LL LL LLJ � �+ N VJ vJ ^_ � G 0 x I7 W J W O W O O s, O -J �i � O � cn O a� o � U O LL D w Q 0_ � V SCALE: 1 " 0 20'-0" REVISIONS 1. 2. 3. 4. / 5. 6. 7. ARCHITECT: GC DRAFTSMAN: JDH CHECKED BY: JTP DATE JAN 2010 PROTOTYPE SIZE 7N2R SEE BELOW FOR CONTINUATION EROSION AND SEDIMENTATION o " CONTROL NOTES 47.00 T.O.W. 47.00 F.G. 49.00 T.O.W. PRIOR TO ANY CONSTRUCTION ACTIVITY THE CONTRACTOR SHALL INSTALL EROSION AND s 47. 42.50 F.G SEDIMENTATION CONTROL NIEASURES SHOVI/N ON THE PLANS AND PROVIDED FOR IN FDOT p 47.40 LA INDEX NO.102. AS CONSTRUCTION PROGRESSES, THE CONTRACTOR SHALL PERIODICALLY4$ CHECK THE SEDIMENTATION CONTROLS AND REPAIR THEM AS NECESSARY TO KEEP THEM IN GOOD FUNCTIONING ORDER. THE CONTRACTOR SHALL ALSO PROTECT INLETS AND OTHERSITE APPURTENANCES FROM SEDIMENTATION USING PROTECTION AS DETAILED IN FDOT47.55 448.05 INDEX NO.102. THE CONTRACTOR SHALL CONDUCT GROUND STABILIZING MEASURES (PAVING, 447.55 GRASSING, MULCHING, AND SODDING) AS SOON AS PRACTICABLE FOLLOWING FINAL GRADING 49.00 T.O. OF THE SITE. FOLLOWING COMPLETION OF CONSTRUCTION AND COMPLETED STABILIZATION im ML 4:1 42.50 F G OF POTENTIAL EROSION AREAS, THE CONTRACTOR SHALL REMOVE SEDIMENTATION I CONTROL MEASURES AND CLEAN AND REPAIR ANY AREAS AFFECTED BY THE CONSTRUCTION 2:1 ACTIVITIES. S-1 47.20 -1 I LEGENDco 47.00 I EXISTING GRADE SPOT SHOT 0.00 Ll TOP OF CURB 0.00 EDGE OF PAVEMENT M.E. TOP OF CURB - MATCH EXISTING ELEVATION S-1 M.E. EDGE OF PAVEMENT - MATCH EXISTING ELEVATION LLJ IF -�- PROP. FLOW DIRECTION MODIFIED FDOT TYPE G 4:1 1 30.5 INLET STRUCTURE W/ RETCULIN't GRATE COVER ALUMINUM 46.80 32 5 FRAME & PLATE (TYP. 3 SIDES) ML 34'5 a NOTE: THE PRESENCE OF GROUNDWATER MAY BE ENCOUNTERED ON THIS PROJECT. } 2- 2.5" WIDE WIDE WEIR 47,45 36.5 OPENINGS CENTEREDON'f!A L CONTRACTOR'S BID SHALL INCLUDE CONSIDERATION FOR ADDRESSING THIS 46.95 ELEV. 44.20' ISSUE. I 46.60 38.5 -1 40.5 49.00 T.O. . GENERAL GRADING LU 42.50 F G NOTES I 47.25 47.35 41.5 A., 46.75 46.85 _ 47.15 42.5 I® 46.65 43 1. ALL DRAINAGE STRUCTURES INCLUDING CLEAN -OUTS SHALL BE INSTALLED WITH TRAFFIC Jr_cJ S-7 44 NJ I z" BEARING GRATES, FRAMES, TOPS, RINGS, COVERS, ETC. AS APPLICABLE. 47.10 45 47.00 T.O.s 1s Lac BOLrALumINUMANGLE 2. LOADING AREA: SLOPE AT MAX. 2 1/2 % AWAY FROM BUILDING. [_4777- TO INLET, 12" O.C. (TYP.) 46.60 46 12" 3. CONTRACTOR SHALL USE EXTREME CAUTION WHEN CROSSING EXISTING UTILITIES TO S-6 47 nP. ENSURE NO DAMAGE OR LOSS OF SERVICE OCCURS. ANY DAMAGE TO SAID LINES SHALL BE 6.45 THE RESPONSIBILITY OF THE CONTRACTOR. NO ADDITIONAL COMPENSATION WILL BE 47.40�J, -g 47 PROVIDED. 46.90 4. RCP PIPE SHALL BE CLASS III PIPE CONFORMING TO THE MOST CURRENT ASTM DESIGNATION /T6.85 S PLAN VIEW C-76 TOP OF INLET ELEV. TOP +0.' 47.55 47.50 1 ELEV. 44.00' 5. ALL GRADES ARE RELATIVE TO THE NATIONAL AMERICAN VERTICAL DATUM OF 1988. 47.05 47.00 P j - SLOPE OF FOND FRAME UM OIL SKIMMER \ 4-FwaME&PLarE 6. ALL PROPOSED INLET GRATES SHALL BE TRAFFIC BEARING RETICULINS STEEL WITH H2O LOAD 46.80 1 y, ELEV. WEIR 0.5 CAPACITY. /\ TYPJjV ' / ATTACH BOTTOM OF I/4"ALUM. BAFFLE, PROPOSED STORM /�47.25 2" BELOW BOTTOM OF4FIT & WELD TO 47.65 47.$0 TO BAFFLE4BOTTOM OF SKIMMER PLATE SEWER SCHEDULE 47.15 47.0 48.95 47.95 / A SHALL BE 6" BELOW WEIR ELEV. 47.,45,\,..............- 47:45 47.15 S-1 TYPE "C' INLET PER FDOT INDEX # 232 46.60 S-4 47.65 47.755"RCP oRIFICEINv.4z.50 /� GRATE V. 43.20 90 _ H. P. F.L.F. 41.00 2.75" DIAMETER PREDRILL CAP 47.45 48.00 I \//\ 1 ° 46.95 47.50 48.15\ S-2 155 L.F. 15" RCP @ 0.39 /° �� 47.55 °:47.65 cRourPERFDorwDExNo.za1 S-3 TYPE "C" INLET PER FDOT INDEX# 232 GRATE EL. 46.20 48.15 \\\\ CONCRETE BASE N. W. INV. 42.55 SECTION "A""A" E. INV. 4.2.60 46.40 46.80 47.30 47.50 47.65 RETAINING WALL FOOTER 48.05 NOTE: EE GRADING PLAN FOR OUTFALL STRUCTURE LOCATIONS. OUTFALL STRUCTURE LOCATION -LI 109 L.F. - 15" RCP @ D.41 /° 4 .40 47.50 47.55 SHALL BE FIELD DETERMINED BY THE CON TRACTORANDAPPROVED BY THE ENGINEER. O D ° OUTFALL STRUCTURE NO. S-15 DETAIL S TYPE "C" INLET PER FDOT INDEX 2 46.90 47.60 47.60 GRATE ELN46.45 E # 23 46.40 S. INV. 42.10 N. INV. 42.10 47.00 47,50 47.60 NOTES E. INV. 43.40 46.20 I 46.50 47.00. I 1. COMPACT BACKFILL BELOW FOOTER TO 98% MAX. DENSITY PER AASHTO T-160. 47.60 -1 2. COMPACT BACKFILL BEHIND WALL 1095% MAX. DENSITY PER AASH TO i-180IN 12" LAYERS WITH LIGHT EQUIPMENT. BACKFILLTOBE CLEAN GRANULAR MATFRAL S-6 52 L.F. -- 18" RCP @ 0.29% 3. ROUGHEN TOP OF FOOTING TO IMPROVE BOND BETWEEN WALLAND FOOTING. CD 4. FILL ALL CELLS CMU W/3000 PSI GROUT PUMP MIX. 46.40 c 5. MORTAR TO BE TYPE MASTM C91. S'-7 CONCRETE MITERED END SECTION ° 6. CMU TO BE GRADE N, TYPE I, C90, LAID IN RUNNING BOND. PER FDOT INDEX NO. 272 'i 7. REBAR TO BE GRADE 60 S-2 F.L. 41.95 60 L.F. - 6" PVC @ 1.0 % 0 0 S-9 6" WYE w/ CLEAN OUT 00 F.L. 44.00 46.60 BLDG. AREA = 7,381 SQ. FT. 49.00 �GAPWALLW/CEMENT MORTAR S_1 118 L.F. 6" PVC @ 0.50% 06 FINISH FLOOR ELEV. 47.60 fmw 40 LO F- 7 55 6" WYE W/ CLEAN OUT 47.0 S-11 46.85 f f I .r 12"x12"x 16"CMU `NALL BEAM CONTINUOUS F.L. 44.60 46.80/1---- TWO #5 REBAR IN BOND 46.95 47.55" 47.60 -1 (` I #7 REBAR 16"00. S-12 ROOF DRAIN DOWNSPOT CONNECTION (REFER TO ARCHITECTURAL PLANS) F.L. 47.60 47.15; 44.60 (6" P.V.C. @ 1.00 % MIN.) 47.10 _ H. P. ° S-13 86 L.F. - 18" RCP @ 0.30 % 46.95 0 47.20 NrERMeDIATEBONDBEAMwIrH TO BE CAPPED FOR FUTURE USE 47.10€ 47.60 7,5' 2 #4 BAR IN EACH BEALLI M 7.551 S-1 1 , 46.90 "47 50 12' S-14 MITERED END SECTION PER FDOT CONCRETE 46.75 47.00 = #6 REBAR (9 INDEX NO. 272 • � F.L. 41.90 1 C.F. OF COARSE AGGREGATE 12" EQUAL TO FDOT SEC. 901.1 WRAPPED ° - 11 12 IN FILTER FABRIC -IYPAR OR E1UAL S-15 CONTROL STRUCTURE, (SEE DETAIL, THIS SHEET) GRADE 30 MIN SPADE o o.Q HOLES TYPE "C" INLET R FDOT INDEX # 232 ' 3'DIA. PVC WEEP O ^ I ° ° TOP ELEV 44 0 z U2" COVER S.W. INV. 41.00 0 47.25 47.50 2" '6 REBAR 2.75" BLEEDER ELEV. 42.50 1 ° I 47.20 x47.35 I j 14" 24" 80 L.F. 15" RCP @ 0.29% 5 #5 REBAR 46.85 47 15 47.15 47.40 + I BUBBLE UP 46.35 46.65 46.90 6 47.30 3112 DOVER S-17 TYPE "C" INLET PER FDOT INDEX # 232 46.80 47.2 KEY WAY TOP ELEV. 43.00 47.00 # ~I 6" I N.E. INV. 40.70 46.50 46.80 5'-10" ............. .............,.._.......... M.E. 46.65 46.30 s - ± 46.68 "\ 46 15 _RETAINING WALL DETAIL F-7-2-01 47.25 � i �b. 45.90 46.10 46.30 46.50 46.75 I ' 46.55 I46.05BEF46:80 47.2 CALL SUNSHINE STATE ONE CALL OF FLORIDA M.E. AT LEASTTWO FULL BUSINESS DAYS BEFORE DIGGING OR DISTURBING EARTH M.E. 46.75- 47.50 s ± 46.20 46.25 47.00'-,47 45 46.45 46.50 47.30 M.E. ± 46.3 ED 46 40 46 40 K ' ... ........ .. Cal l 47 25 <t Know what's below. M.E. NI.E. rt before you dig. ...... ....... 48 31 +, ± 46.28 I Engineers (C.O.A. No. 3215) Engineers Architects (Lic. No. AA2600926) Surveyors (L.B. No. 7143) S ................. Architects teCfS Planners S Landscape 4 Landscape Arch. (Lia No. LC0000298) Planners S2trveyors Environmental Scientists Constritction Management JUSTIN ConstructiotiManagement Tviv w. c p h e n g i n e e r s, c o m C1 04 ' SEE ABOVE FOR CONTINUATION r 1 D Traffic) Transportation 500 West Fulton Street, Sanford, Fl. 32771 P.O. Box 2808, Sanford, Fl. 32772_2808 f FEW 16 20 O Phone: 407.322.684.1 Fax: 407.330.0659 LL LL LLJ � �+ N VJ vJ ^_ � G 0 x I7 W J W O W O O s, O -J �i � O � cn O a� o � U O LL D w Q 0_ � V SCALE: 1 " 0 20'-0" REVISIONS C=> 0 CLI i - S l� D U ON ly- ® {� j LCDL L.L r- 00M (' / ui W ■ W U W r '-I W I�f ® 12. N O o® CO UJ o R r N ti z W z CL ujJ W Q LU O LU � a � 0 LL - N° c)- LL =Q z HU' o =)Z Q 14 z Oo 0 IR 0 LO M U (n13� O LL W a Q W W W SCALE: 1 " 20'-0" REVISIONS 1. 2. 3. 4 • 5. 6. 7. ARCHITECT: GC DRAFTSMAN: JDH CHECKED BY: JTP DATE JAN 2010 PROTOTYPE SIZE 7 N 2 R Cl ■ 6 DIMENSION & TYPE DIMENSION & TYPE Concrete Section A B Parkin 5" 12" Loading/Dumpster 6" 12" A B C Parking Aisle 1 1/2 6" 12" Driveway Enterence Area 1 3/4" 6" 12" o 1 3/8" 4000 PSI conc. 't.is�ti� �`•+.t I paving (min.) w/ wire mesh , a.. _ * ' ---X--•- •., Q .. o J C:) N • (Min) Asphalt Topping UJ N W co U D' i Compacted Sub9 rade (Type S-1 or Equivalent - - Greenstreak aving Cap Seal NOTE: ON SUBGRADE Crushed Limerock Base ° °° •° Profile #610 - See specifications THE TOP 6 -INCHES SHALL BE COMPOSED OF WELL DRAINED (100% LBR; min. 98% for additional information. GRANULR SOILS THAT ARE PREDOMINATELY SANDY, MIXED WITH NO max. dry density ASTM _ Paving cap seal 1/2" fiberboard MORE SILT OR CLAY THAN REQUIRED TO OBTAIN AN FBV OF 50 D1557 ) _ __ _ 1/2" dia. x 12" smooth PLUS OR MINUS 5 AND BE COMPACTED TO A MINIMUM DENSITY OF z dowels ®12" O.C. Coat 98% MAXIMUM DENSITY IN ACCORDANCE WITH AASHTO T-180. Stabilized Subgrade one end with bond NOTE: (40% LBR; min. 95% max. dry density ASTM D1557) breaker material NO WIRE IN PROPOSED CONCRETE IN FDOT R.O.W. NOTE: See the geotech report or specification for NO SCALE spacing requirements the more stringent will apply. NO SCALE SEC -004 NO SCALE 2 TYPICAL EXPANSION JOINT 3 CONCRETE PAVING SECTION 4 ASPHALT PAVING SECTION Note: All traffic flow arrows to Z Note: All traffic markings to be be solid white reflective traffic C) solid white reflective traffic paint as per dimensions below. paint as per dimensions below. 2'-0" I A, W O O r-) ® O --cc- N00= ED O zU) � cn o LL_ OC,() O � o } LO cn m v 8'-5" O LL 0 0 W w CY Q a_ w CK U) 0- I 00 5.5" VL5L varies (see site plan) Stop bar 12" PARKING BY DISABLED PERMIT ONLY $ 250 FINE yI CITY ORD. 3211 1 1 SIGNS USED AS PER FLORIDA STATUTES FTP 25 PER FS 316.1955, FS 316.1956 NOTES: 1. ALL LETTERS ARE 1" SERIES "C" PER MUTCD 2. TOP PORTION OF SIGN SHALL HAVE REFLECTORIZED (ENGINEERING GRADE) BLUE BACKGROUND WITH WHITE REFLECTORIZED LEGEND & BORDER 3. BOTTOM PORTION OF SIGN SHALL HAVE A REFLECTORIZED (ENGINEERING GRADE) WHITE BACKGROUND WITH BLACK OPAQUE LEGEND & BORDER 4. FINE NOTIFICATION SIGN SHALL HAVE A REFLECTORIZED (ENGINEERING GRADE) WHITE BACKGROUND WITH BLACK OPAQUE LEGEND & BORDER 5. ONE (1) SIGN REQUIRED FOR EACH PARKING SPACE. 6. INSTALLATION HEIGHT OF LOWEST SIGN SHALL HAVEA MINIMUM OF T-0" CLEARANCE TO FINISH GRADE NO SCALE SEC -006 5 1 TYPICAL HANDICAP SIGN 12" ARO KIING LOADING 6NYATEEGEND ZONE BACKGROUND H' R7-6 6 1 "NO PARKING LOADING ZONE" SIGN Smooth plastic red sleeve see specs. 3' TRANS. TOP OF CURB PAVEMENT ELEVATION VIEW 7 1 NOSE DOWN CURB DETAIL r Rolling overhead steel door 6" Steel Pipe filled 6„ I I " w/ concrete. (See plan and details) o wl SURFACE MATERIAL Top of BASE COURSE Sealant paving :a Line of block :a• 6'-0"__?��Pipe guard Door opening 13 0 '�.: CENTER PIPE GUARDS ON EDGE OF OPENING 6" p steel pipe set in 18"- hole filled with concrete 3" granular base at bottom of hole NO SCALE I NO SCALE NO SCALE SEC -COB NO SCALE SEC -007 NO SCALE 9 TYPICAL PAVEMENT MARKINGS 10 HANDICAP PARKING DETAIL 11 TYPICAL PAVEMENT MARKINGS 12 PIPE GUARD @ ROLL -UP DOOR 13 TYPICAL PIPE GUARD SECTION 14 RIBBON CURB Alemite 1610 -BL 8" x 8" x 1/8" NOTE: NOTE: hydraulic grease �� plate 5/4" x 6 " square edged MOUNT CANE BOLT AND Cane bolt 12" PAINT TO Downspout fitting bl be " �Ilusset NSIDE ONLY) treated pine boards with 1/4" GATE LATCH ASSEMBLIES 7guide (2) 4" pre -cast MATCH BUILDING .-/ (SEE ARCH. PLANS) accessible for 7 O.D. tube " " 22'-0'CLEAR maintenance �-- hinge 6" Ion II corners " ga . Screw to frame THROUGH FACE BOARDS M 2 steel tub Cane bolt 3 4 cap + " " " / Transition Boot 9 9 1 weld ®3 O.C. Latch detail. with galvanized or INTO STEEL FRAME cold rolled 7 -0 8 -0 7 -0 Wire screen for rodents all around See detail 3" stainless steel screws steel rod. i 18'-0" CLEAR 1" x 6 x 1/2" Drill 7/8" hole in " 0 0 to hinge &gate 8'-11 1/2" 1" 8'-11 1/2" �, To a slab slab. Size to fit #5 s at 32 8 split face P Schedule 40 PVC on center block Trash Trash �, 1 7-1 4""O.D. bolt. vertically. Masonry wall I dum ster I I dum ster / — y enclosure p 12 Maximum 3" x 7-1/4 Gate frame 2" x 2" x 1/8" „ : hinge 6 Ig. Grout cellsH See deta'I 6-s CY 6-� CY " ,,Proposed Grade O.D. tube. steel tube CANE BOLT solid Weld collar gate frame / " " „ " 1 1 /2" washer welded to post. 6" I.D. pipe welded joints Iatcf� plate 1w/I{h 1 to 3/4 bolt " P P I Latch plate w/ 3/4 gate post O rounded edges " 1-1 /2" washe 17/C1.5. o NOTE: 4 bolt handle Gates -� welded to red Concrete slab \/ \/ PAINT ALL GATE FRAMES " l p ( 1 3/4" bolt bolt for stop Seeuldetail NOTE: Bollards behind the AND PIPES RED. 6 nom STRIKE sto bar Elevation refer " gate post filled P / 13/C1.5 with concrete rounded top. See bollard detail U.. NO SCALE 16 GATE DETAIL FOR DUMPSTER ENCLOSURE 6" R. 8" of parking space NO SCALE 21 INT'L BARRIER FREE SYMBOL 4" THICK CONCRETE SIDEWALK SECTION MONOLITHIC CONCRETE \ HANDICAP RAMP (3000 PSI) 6 6" 1:1 LANDING °°oo� 5' MIN. °°o°o°off 7 -1/4" 1-1/2"x6"x1/4" be to site plan dumpsters shall be 6 -0 tall 6" MIN. O.D. ttube r �r>r,IT above the pavement surface and I I plate strike with slur- NOTE: collar I 1-3/4" N bolt FOOTING TO extend 3'-0" into the ground. field I U through frame MATCH BUILDING Cane bolt welded 1'-6 SEE STRUCTURAL DWGS. TYP. FTG. See detail to ggate -�--�- DOUBLE GATE LATCH ( ) posf SEC -C18 NO SCALE SEC -C19 NO SCALE MDUMPSEC NO SCALE 1171 GATE LATCH/ BOLT DETAILS 1181 SCREEN WALL/DUMPSTER SECTION 1191 DUMPSTER LAYOUT 36" 17/-0 R1-1 Sign STOP Red r ®Background M White Letters 5/16" x 2.5" Ig. pin hd, bolts w/ g nuts & lock g washers 3.5" steel U -Post, CV • 0 0 31bs/ft., 141 y 1, painted enamel green ~ 3/8" dia. holes on 1" centers Note: All regulatory and warning signs shall be high intensity reflective sheeting. NO SCALE 22 STOP SIGN DETAIL 101 INE*. RAMP 80808085550- 1:12 °°°°°°°O°°° °°°°°°° FDOT INDEX 304 CR -12. CASPHALT CONCRETE CURB (TYPE D) 41, VERTICAL CURB & PAVEMENT NO SCALE 291 HANDICAP RAMP DETAIL NO SCALE 231 BOLLARD LAYOUT PLAN - 7n2 EXPANSION JOINTS 20'-0" 00. MAXIMUM 4 SPACES 0 5'-0" oc. OR AS DIRECTED OR SHOWN ON THE SITE PLAN SEE LAYOUT & SITE IMPROVEMENT PLAN FOR ALTERNATE SCORING PATTERN \ /-- DUMMY JOINT( TYP.) N ti': t :3 •''. a:S' 0 't.is�ti� �`•+.t 0 a o J C:) LU LIJ UJ LU W co U D' i L _ W Z (D W --�-- 1/2" EXPANSION JOINT 1/2" EXPANSION JOINT SEE SITE PLAN FOR CONTINUATION PLAN VIEW NO SCALE 301 CONCRETE SIDEWALK NOTE: ALL DOWNSPOUT COLLECTOR PIPE SEC-C17M NO SCALE SHALL BE SCHEDULE 40 PVC. 20 DOWNSPOUT DETAIL 10'-0" Max. SEE THE SITEWORK SPECIFICATIONS FOR THE SIZE, TYPE, AND GAUGE OF �� MATERIALS THAT WILL BE USED FOR CONSTRUCTION OF A CHAIN LINK FENCE. 2 R 6" 18" 8" GENERAL NOTES 1. THE CONCRETE FOR CURBS SHALL BE DEPARTMENT OF TRANSPORTATION CLASS T' CONCRETE, AND HAVE A COMPRESSIVE STRENGTH OF 3000 PSI. 2. ALL CURBS SHALL HAVE CONTRACTION JOINTS AT INTERVALS NOT TO EXCEED 10'- 0". SEC-7n2R I NO SCALE 1241 TYPE "D" CURB 1/2" EXPANSION JOINT WITH SEALANT 8" 8" ROLLED GRAVEL BASE SECTION A -A 6" X 6" W1.2xW1.2 WWF DUMMY JOINT L �— ` \ R-1/8" 1" DUMMY JOINT N.T.S. (O Z Z U Slope T1 L': I t �- 2" (TYP.) 3'-0" MIN.•I f;., LINE POSTS :•.... — MIN. GATE OR CHAIN LINK FENCE GATE CORNER POSTS ........................................................................................................ 4- TIMES POST DIA. N.T.S. NO SCALE 251 POND SECURITY FENCE DETAIL Greenstreak #632 �.W. Greenstreak 1 4"Conc ete4walk4wW #632 rGdlus Paving max' SLOPE 1/4" per FT. k - -- x ,.. — 1 i " _ X A ,<'e granular f II 4 See specifications a' Building foundaion #5 continuous T. & B. 5/4' = l'-0' SEC -C30 8 TYPICAL WALK SECTION i Sawcut joint - fill with selfleveling elastorneric sealant NOTE: MAXIMUM SPACING FOR CONTROL JOINTS SHALL BE 15' O.C. EACH WAY. SEE DIVISION 2 OF THE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. NO SCALE 151 TYPICAL CONTROL JOINT W 0 0 o J C:) LU LIJ LU W co U D' - L _ W Z (D W ® {� N u- 0 WLU� Q � � z W CL UJJ LU Z C) rill M A, W O O r-) ® O N00= ED O zU) � cn o LL_ OC,() O � o } LO cn m v W O LL 0 0 W w CY Q a_ w CK U) 0- REVISIONS 1. 2. 3. 4. 5. .� 6. 7. ARCHITECT: GC DRAFTSMAN: JDH " CHECKED BY: JTP DATE JAN 2010 PROTOTYPE SIZE 7 N 2 R C1 m6 19. 0 ® Co 00 w W ■Iii r n V ! c- cr- W r n z V J LLJn Z 9 Oro N 0 CO� UJ Lu co LV r Lu O O D LL lZ A 0 N -1C7 � Q lJL Q C!) Z 0 0 � / 7 Q � I-- v J � M U LL O LL D Lu Q W IL REVISIONS 1. 2. 3. T. 5. 6. 7. ARCHITECT: GC DRAFTSMAN: JDH CHECKED BY: JTP DATE JAN 2010 PROTOTYPE SIZE 7 N 2 R C1.7 SCHEDULE 40 GALVANIZED PIPE AND FITTINGS OR PRESSURE VACUUM BREAKER OR SCHEDULE 80 PVC PIPEREDUCED PRESSURE DEVICE R N AND FITTINGS (NOT REQUIRED WHERE RECLAIMED WATER 15 UTILIZED) DOUBLE CHECK OR BALL VALVE FOR 2 INCHES AND BELOW DOUBLE CHECK OR ( DOMESTIC AND IRRI- REDUCED PRESSURE ZONE CATION ONLY. 2 REQUIRED) DETECTOR ASSEMBLY AS APPROVED 9Y THE CITY DETECTOR ASSEMBLY ASJE APPROVED 3Y THE CITY O.S. & Y. RESILIENT SEAT GATE VALVE. (2 REQUIRED) TEST COCK (TYP.) UNION ON TOTBE FLLUSHNWITHD FINISHED GRADE. TEST COCK (TYP.) �\\\ RODS ON. D.I.P. RISER (TYP) _ ^12" 'DIELECTRIC UNION THREADED. --- \ -. (2 REQUIRED NIPPLE (TYP.) ) I � 'so• BEND - (2 REQUIRED) FLANGED 90' BENDEQ.) ,,/ F�-I�r - I p y I'p I 4" CONCRETE SLAG (2 REQ.). WITH N0. "o x 6 z' W10 x W10 _ WIRE MESH SHUT OFF VALVE TO 30" ABOVE I CURB GRADE 4" TO 6" FINISHED GRADE 7 - SLOPE SLOPE I FINAL GRADE \/\ • - - FROM TO MAIN SER4ICE SLOPE IP. -24" '�� 1 'SLOPE _ n ., .. ' 1/2" PREFORMED JOINT , MATERIAL BETWEEN 36" MIN. COVER SUPPORT STANDS% PIPE AND CONCRETE 7\' - SLAB (TYP) MomAIN T 90' BEND (2 REQ.) SERVICE - -. 4 - METER THRUST COLLAR RODDED TO THRUST COLLAR RODDED TO 90' BEND OR AS REQUIRED 90' BEND OR RESTRAINED BY THE CITY CURB STOP BACK TO VALVE AS 2 INCH AND BELOW, ASSEMBLY REQUIRED BY THE CITY SERVICE LINE APPLES ONLY IF IRRIGATION METER HAS 3 INCH AND ABOVE ASSEMBLY e.. SEPARATE TAP TO MAIN. IN MOST CASES- CORP.. STOP THE IRRIGATION METER WILL BE PARALLEL �: NOTE'S: TO THE HOUSE METER AND OFF OF THE 1. ALL PIPE FITTINGS, MATERIALS, LABOR, AND APPURTENANCES SHALL BE -"�- DOUBLE. STRAP SADDLE SAME. SERVICE CONNECTION. SUPPLIED BY THE CONTRACTOR. - 2. ALL PIPE AND FITTINGS TWO (2) INCHES AND SMALLER SHALL BE THREADED SCHEDULE 40 GALVANIZED STEEL OR BRASS. (FIGURE 500A). DOUBLE CHECK. VALVE I DETECTOR METER ASSEMBLY (MINIMUM) ' WATER MAIN. 3. ALL PIPE AND FITTINGS THREE (3) INCHES AND LARGER SHALL BE RESTRAINED JOINT DUCTILE IRON PIPE. ABOVE GRADE JOINTS SHALL BE FACTORY -FLANGED. (FIGURE 5006). 4. VALVES SHALL BE CHAINED CLOSED.(FIGURE 5008) 5. ALL FIRE ONES SHALL BE AS APPROVED BY THE FIRE DEPT. (FIGURE 5006). T BALL VALVE 1'0" MIN 1 (2 REQUIRED) • 1 5'0" MIN r-- Y - I NOTES: d. A POSITIVE DIELECTRIC CONNECTION SHALL BE MADE BETWEEN ALL GALVANIZED AND 6.THE ENTIRE ASSEMBLY SHALL BE PAINTED SAFETY RED FOR FIRE PROTECTION USES - BRASS COMPONENTS. AND BLACK FOR ALL OTHER USES. 7. A GATE VALVE SHALL BE INSTALLED AT THEA5SEMBLY'S CONNECTION POINT TO THE MAIN. (FIGURE 5008) T2. - CONCRETE SLAB ' METER SHALL BE INSTALLED BETWEEN SIDEWALK AND CURB WHERE APPLICABLE, OR AT PROPERTY LINE AND IN NO CASE SHALL IT BE INSTALLED IN SIDEWALK OR OTHER PAVED AREAS. ABOVE GROUND DEVICE WITH �- 2'0"- MIN 3.. USE PRIMER SUITED TO BASE MATERIALS. FINISH WITH TWO COATS OF PURPLE EXTERIOR ENAMEL. DETECTOR BYPASS 4. DEVICE SHALL BE 12 INCHES (MINIMUM) ABOVE HIGHEST OUTLET. DOUBLE CHECK OR REDUCED PRESSURE ZONE DETECTOR ASSEMBLY DOUBLE CHECK OR REDUCED PRESSURE ZONE DETECTOR ASSEMBLY IRRIGATION METER PRESSURE VACUUM BREAKER OR REDUCED PRESSURE ZONE ASSEMBLY CITY OF SANFORD 1999 FIG. 500A CITY OF SANFORD 1999 FIG. 5006 CITY OF SANFORD 1999 FIG. 502 RAISED 1-1/2" LETTERS FLUSH WITH TOP OF COVER "SANITARY" OR "WATER AIR RELEASE" "SEWER AIR RELEASE,"OR "STORM WATER" "CITY OF SANFORD' AS APPLICABLE FOR CITY MAINTAINED FACILITIES ONLY SCHEDULE 40 GALVANIZED PIPE AND FITTINGS OR DOUBLE CHECK OR L REDUCED PRESSURE DEVICE. AND FITTINGS SCHEDULE 80 PVC PIPE)LID DRANCH MARK WRH WOOD Y-TJNS CORPORATION pAlt D IDENTI- CORPORATION F TNG stop (1" MIN.) STOP (1" MIN.) (" x / " CAL COLOR U 1 3 4 WITH LOT NUM- x 3/4") BERS GURU STOP i 2 \__qSHUT METER BOX UNION UNION GR OFF VALVE z (_Ce NOTE a a ( )TOHEFLUSFINISHED 3 s MAX 3 PROPERTY LINE 111 12" TO 30' ABOVE TUBING TUBING PROPERTY (i" MIN.) (I" MIN.) ONE /v\ 111 CURB 4" TO 6" GRADE FINISHED GRAD S',NCLE METER BOX AND INDIVIDUAL. NETER BOXES & WATER. METER UP TO 2" 'NATER METERS UP TO 2" (BY CITY OF SANFORD) (BY CITY OF SANFORD). FCORQ SINGLE SERVICE DOUBLE SERVICE 2 NON -PENETRATING PICK HOLES - CONTINUOUS COLOR CODED 14 GAUGE CORPORATION STOP INSULATED COPPER DOUBLE. CHECK & FITTING LOCATING WIRE VALVE (NORMALLY OPEN) PLAN. METER LOCATING WIRE ALONG MAIN (SPLICE SERVICE WIRE TO MAIN WIRE - CURB STOP WITH WATERPROOF - CONNECTOR) - 30' - 45' YOKE BAR ALL COVERS USF "AS" OR EQUAL MACHINED MATING SURFACES - SERVICE LINE - CORPSTOP . DOUBLE STRAP SADDLE _ METER CURB STOP TYPE CC THREADS CCT TYPE "K" FLEXIBLE WATER MAIN COPPER OR CTS VA S I 24" t 3/8" 1-1/2" MIN. WATER MAIN POLYETHYLENE TUBING (1" MIN) 5ADULE NOTES;. 1. ALL FITTINGS SHALL BE BRASS WITH COMPRESSION/PACK JOINT TYPE CONNECTIONS. 2. NO SERVICE. LINE SHALL. TERMINATE UNDER A DRIVEWAY. - ^t 4-3/4" MIN.1. NOTES: A POSITIVE DIELECTRIC CONNECTION SHALL BE MADE BETWEEN ALL GALVANIZED AND BRASS COMPONENTS 3. EACH SERVICE SHALL TERMINATE AT A CURB STOP(S) WHICH SHALL. BE BURIED APPROXIMATELY 3' BELOW FINAL GRADE AND SHALL BE CLEARLY MARKED WITH, A, 2" x.2" x 1B'" STAKE WITH THE TOP PAINTED BLUE AND MARKED WITH THE NUMBER OF THE LOT(S) TO BE SERVED. MANHOLE FRAME: USF "227" INLET FRAME: USF "1295" OR EQUAL. ELEVATION 2. METER SHALL BE INSTALLED BETWEEN SIDEWALK AND CURB WHERE APPLICABLE, OR AT PROPERTY LINE AND IN NO CASE SHALL IT BE INSTALLED IN SIDEWALK OR OTHER PAVED AREAS. 3. USE PRIMER SUITED TO BASE MATERIALS. FINISH WITH TWO COATS OF BLACK EXTERIOR ENAMEL. 4, RECLAIMED WATER SERVICES SHALL BE PAINTED PURPLE (COPPER) OR USE PURPLE COLORED CTS POLYETHYLENE TUBING. 5. POTABLE WATER SERVICES SHALL BE PAINTED BLUE (COPPER) OR USE BLUE COLORED CTS POLYETHYLENE TUBING. WATER SERVICE CONNECTION DETAIL STANDARD Iv9ANHOLE FRAME AND COVER DOMESTIC METER AND DOUBLE CHECK VALVE OR CITY OF SANFORD 1999 FIG. 4Q5 REDUCED PRESSURE ZONE ASSEMBLY CITY OF SANFORD 1999 FIG. 202 CITY OF SANFORD 1999 FIG. 503 PVC PIPE COLORS PVC PIPE COLOR GRAVITY SEWER: SOLID LIGHT GREEN WATER MAIN: BLUE ❑ U p p p ❑ 0.❑ ❑ p U-❑ ❑ ❑ppp ❑ FORCE MAIN: SOLID LIGHT- GREEN TYPICAL PIPE 4" TO 8" PIPE - 6" TAPE IS CENTERED ALONG TOP HALF OF PIPE--," SEWER DIE SEWER LINE TYPICAL PIPE 2" TO B" PIPE - 6" TAPE IS CENTERED ALONG TOP HALF OF PIPE. POTABLE WATER MAIN ' POTABLE WATER MAIN _ D O D U 0 0 0 0 0 0 D 0 0 D U 11 11❑ D U D 0 O C D 0 0 D 00 D D U 1111 11 11 D U U U DID Cl 1111❑UD❑❑❑�❑O❑ 000D11❑DOD DO 1311011O0011110000 p001100DO000013 11 0 0 lf-REC-LA-IM-E-0 0011 PJ❑UD ❑D❑ ❑ ❑ 0 _ V/ATE CI 0 ❑ P ❑ 0 ❑ SEWER. ❑ 0 0 U U U U U 0 U p U ➢ U U U ❑ ❑0111100 D 000 U❑ q�rrJU 00013000700 UU 00000000000 "UU110❑DD❑❑❑ 11000DUD1100000 099/10/19119 00000 U O U0 U U 00 00110110 10" TO 18" PIPE - 6" TAPE IS PLACED ALONG BOTH. SIDES OF TOP HALF OF PIPE. N11M a31YM 31BYlOd tl?!YM 319Y1dd. NIMH a31YM 3�8 Od RECLAIMED WATER SEWER � /NIV}Y 10" TO 18" PIPE - 6"TAPE IS PLACED ALONG BOTH SIDES OF TOP HALF OF PIPE- inn a3Ms TNn ad.WTs TµT. aTMTs / , / '/' P➢TauE waTEl MAINPDrawc WATER MAINForaBLE warEa IIUN U U 0 0 U O UO O D D❑ U 0 O O O SEWER LNE SEwER'JNE SEWER DNE 9 00 Cl 11 0 0 0 0 11 9 0 000011901191100 UU11 000 WATER (�o 20" AND LARGER PIPE - TAPE IS PLACED ON BOTH SIDES OF THE TOP HALF OF THE PIPE 0 0 11 0 11 U 0 0 9 D 0 WITH A THIRD STRIP CENTERED ALONG. TOP HALF OF PIPE. 0 0 0 0 O 0 11 11 cl0 017 20" AND LARGER PIPE - TAPE IS PLACED ON BOTH SIDES OF THE TOP HALF OF THE PIPE WITH A. THIRD STRIP CENTERED ALONG TOP HALF OF PIPE. NIYN tl31YM MV1.d NIM B31YM iiamd \ IiIYW tl31YM TAYWd POTABLE wATE:R MAIN POrABIE WArER m" P as. WpTFR NAM 11 U 11 11 0 0 0 O 0.0 9 9 D D 0 9 9 9 X0000❑ 3NlI a3N15 3Nn illM3S 3N(I Y1M35 'SEWER ➢N SEMR NNE ' SEWE?. LriE PoTABLE WATER MAIN , POfA9LE WATER MAW POUBU WATER MAIN SEER Dom. sEwER'NNE- sEw;.� DNE' POTABLE WATER PAPER BACKED ADHESIVE TAPE (TYPICAL) PARER BACKED ADHESIVE VINYL TAPE (TYPICAL) - t2 ---i �. I y/(yER TINE MAX. SEWER LWET 1" SEbER JNE - 6" I�---f/ FOR SEWER LINES - TAPE SHALL BE GREEN WITH BLACK LETTERING."` FOR SEWER FORCE MAIN - TAPE SHALL BE BROWN WITH BLACK LETTERING. TAPE SHALL RUN FROM JOINT TO JOINT ALONG THE LENGTH OF THE PIPE, E- 12" //'/� H"' I I / ER MAIN MAX. PoiABLE WATER PAIN � 1" P9TA&{ WATEP MAIN ✓j�� 6 INCHES ---r ./ BLUE -TAPE WITH BLACK PERMANENTLY IMPREGNATED LETTERING SHALL BE USED. THE TAPE SHALL RUN FROM. JOINT TO JOINT ALONG THE PIPE. NOTE: APPLY- TWO COATS OF EXTERIOR ENAMEL PAINT: PURPLE - RECLAIMED WATER GREEN - SEWER ALL FORCE MAINS AND DUCTILE IRON GRAVITY LINES POTABLE WATER MAIN BLUE - POTABLE WATER WITH IDENTIFICATION TAPE NT5 WITH IDENTIFICATION TAPE- NTS PIPE IDENTIFICATION PIPE IDENTIFICATION TYPICAL VALVE BOX COVER DETAILS (SEWER - FORCE MAIN AND GRAVITY) (POTABLE WATER) CITY OF SANFORD 1999 FIG. 108 CITY OF SANFORD 1999 _7 FIG. 110 CITY OF SANFORD 1999 FIG. 115 19. 0 ® Co 00 w W ■Iii r n V ! c- cr- W r n z V J LLJn Z 9 Oro N 0 CO� UJ Lu co LV r Lu O O D LL lZ A 0 N -1C7 � Q lJL Q C!) Z 0 0 � / 7 Q � I-- v J � M U LL O LL D Lu Q W IL REVISIONS 1. 2. 3. T. 5. 6. 7. ARCHITECT: GC DRAFTSMAN: JDH CHECKED BY: JTP DATE JAN 2010 PROTOTYPE SIZE 7 N 2 R C1.7 SCOPE: Supply one complete H-20 GP Pre -Fab Lift Station, per design. Pumps shall be capable of grinding and pumping domestic & commercial sewage. Complete system shall be supplied by: RILEY & Company, Inc. Sanford, FL 32773 (Ph. 407-265-9963) NO SUBSTITUTIONS - NO ALTERNATES The H-20 Load Rated Fiberglass Wetwell Must Be Manufactured By L.F. Manufacturing, Giddings, Texas, Which Includes A Written 20 Yr. Warranty Certification of the wetwell H-20 load rating must be supplied with submittals. H-20 certification must be signed and sealed by an engineer registered in the State of Florida. After the H-20 load rated wetwell has been installed, the ASTM Certification Number and Serial Tracking Number must be visible. PUMPS: Submersible grinder pumps shall be HOMA Model GRP. The pumps shall be installed in the H-20 GP FRP wetwell utilizing a dual slide rail system. The grinder unit shall be capable of macerating materials normally found in domestic and commercial sewage into a fine slurry which will pass through the pump and the Sch.80 PVC discharge piping. Stator winding shall be open type with Class F insulation and shall be heat - shrink fitted into the stator housing. The use of pins, bolts, or other fastening devices is not acceptable. A heat sensor thermostat shall be attached to the top end of the motor winding and shall be connected in series with the magnetic contactor coil in the control panel to stop motor if winding temperature exceeds 140 C., but shall automatically reset when the winding temperature returns to normal. Two heat sensor thermostats shall be used on three phase motors. The pump motor grinder shaft shall be AISI 430F SS threaded to take the pump impeller and the grinder impeller. Upper & lower mechanical seals shall be Silicon Carbide vs Silicon Carbide. DUPLEX CONTROL PANEL: Control panel shall be assembled and built by a TUV (UL508A CERTIFIED) manufacturing facility. The Enclosure shall be NEMA 4X, minimum 30" high x 30" wide x 10" deep fiberglass with pad lockable draw latches. The enclosure shall have external mounting feet to allow for wall mounting. The following components shall be mounted through the enclosure: 1- ea. Red Alarm Beacon (Light) 1- ea. Alarm Horn 1- ea. Generator Receptacle w/ weatherproof cover 1- ea. Alarm Silence Pushbutton The back panel shall be fabricated from .125, 5052-H32 marine alloy aluminum. All components shall be mounted by machined stainless steel screws. The following components shall be mounted to back panel: 2- ea. Motor Contactors 1- ea. Volt Monitor (Single Phase) Phase Monitor (Three Phase) 1- ea. Control Transformer (480 Volt Only) 1- ea. Silence Relay 1- ea. Duplex Alternator 1- ea. Model BOAC5AH Battery Back -Up w/ Smart Charger 20- ea. Terminals For Field Connections 6- ea. Terminals For Motor Connections (Single Phase Only) 3- ea. Grounding Lugs The inner door shall be fabricated from .080, 5052-H32 marine alloy aluminum. The inner door shall have a continuous aluminum piano hinge. The following components shall be mounted through the inner door. 1- ea. Main Circuit Breaker 1- ea. Emergency Circuit Breaker 1- ea. Mechanical Interlock For Emergency And Main Breakers 2- ea. Short Circuit Protectors 1- ea. Control Circuit Breaker 2- ea. Seal Failure Indicator Lights 1- ea. Hand -Off -Auto Selector Switches 2- ea. Pump Run Pilot Lights 1- ea. Power On Pilot Light 2- ea. Elapse Time Meters (Non-Resetable) 1- ea. GFI Duplex Convenience Outlet RILEY&Company, Inc. (H-20 Gly ALUMINUM ACCESS HATCH CDR VALVE BOX LOCKABLE w/BATTFRYBACK-UP FOR AUDIO AND VISUAL ALARMS' © F & LOCKABLE COVER � (LOCKABLE) COMPONENT SPECIFICATIONS: All circuit breakers shall be molded thermal magnetic. The mechanical interlock shall prevent the normal and emergency main breakers being energized at the same time. An emergency generator receptacle shall be supplied in accordance with DEP standards. The generator receptacle shall be adequately sized to meet the equipment operating conditions. NEUTRAL TO BE SUPPLIED FOR BOTH 230V 3PHASE OR 230V SINGLE PHASE POWER All motor short circuit protection devices must provide for under voltage release and class 10 overload protection on ail three phases. Visible trip indication, test, and reset capability must be provided without opening inner door. Open frame, across the line, contactors shall be rated per IEC standards and properly sized per the motor requirements. Contactors shall provide for safe touch power and control terminals. Lightning Arrestor shall meet or exceed the requirements of ANSI/IEEE Std. C62.21-1984 section 8.6.1, and 8.7.3 shall be supplied by electrician and mounted on the bottom side of the switch disconnect ahead of the pump control panel. A voltage monitor shall be supplied for single phase service. A phase monitor shall be supplied for (3) phase service. A green pilot light shall be supplied for each motor. The pilot light shall illuminate each time the motor is called to run. Each pump shall have an Elapse Time Meter to record the accumulated run time. The ETM shall be 2" diameter, non-resettable, six digit, totally encapsulated unit. A Red pilot light shall be supplied for control power. The pilot light shall illuminate when the control power is available inside the control panel. Relays shall be ice -cube plug in type. Relay contacts shall be rated 10 amp minimum, DPDT. Twenty (20) terminals shall be supplied for field connections. The terminals shall be rated 25 amps minimum. Each motors over -temperature contact shall be connected to the terminal strip and shall open a contact to de -energize the appropriate motor upon a high temperature within the motor. A 15 Amp GFI duplex receptacle shall be supplied and mounted on the innerdoor. Ground lugs shall be supplied and appropriately sized for each motor and for service entrance. Nameplates for the inner door and back panel shall be of a graphic design, specifically depicting the intent for each device. MISCELLANEOUS: All wiring on the back panel shall be contained within the wiring duct. All wiring between the inner door and the back panel shall be contained with in a plastic spiral wrap. Each wire shall have a wire number at each end to correspond to the as built drawing for field troubleshooting. The control panel shall be assembled by a TUV (UL508A Certified) manufacturing facility. FASTENERS & APPURTANCES: All fasteners, lifting cables, float cable bracket, hinges, and appurtenances shall be made of AISI 304SS. A 304SS slide/latch assembly shall be provided for holding the doors open on the wetwell and valve box. Slide rails shall be made of SCH.40 AISI 304SS pipe. Pump lifting cables shall be made of AISI 304 SS. Pump lifting bales shall be made ofAISI 304 SS. H-20 LOAD RATED WETWELL WITH LIFTING LUGS: The fiberglass wetwell must be H-20 load rated with integral lifting lugs, fiberglass slope in bottom of wetwell and valve box. Certification of the H-20 load rating must be supplied at the time of submittals to Engineer. The wetwell shall be manufactured of fiberglass reinforced polyester (FRP) of depth and diameter as shown on the lift station elevation detail. The wall thickness shall be adeauate for the depth of the wetwell to maintain the H-20 LOAD RATING. EXECUTION: installation shall be in strict accordance with the manufacturer's recommendations in the locations S.S. HINGES VENT shown on the drawing._ 3" RILEY & COMPANY PRIMARY PUMP CAPACITY CHARCOAL FILTER TOP OF WETWELL VENT INSPECTION & TESTING: A factory representative 82 'TDH shall be provide for a one (1) time start-up and shall 2 (2") FIELD have complete knowledge of the proper operation INSTALLED KNOCKOUTS - and maintenance of complete system. FOR ELECTRICAL Megger the motors. The pump motors shall be CONDUITS megged out prior to the start-up to ensure that the 39.00 insulation of the pump motor/cable is intact. INTEGRAL LIFTING LUGS The pump controls and pumps shall be checked for mechanical reliability and proper operation. LIFT STATION SHALL BE PRIVATELY OWNED AND MAINTAINED. PUMP DATA ELEVATIONS PRIMARY PUMP CAPACITY 80 GPM TOP OF WETWELL 47,70 PRIMARY TDH 82 'TDH INLET INVERT 40.00 PUMP MANUFACTURER HOMA HIGH LEVEL ALARM HLA 39.50 PUMP MODEL # GRP41/3/C 2nd PUMP ON (LAG) 39.00 R.P.M. 3450 1st PUMP ON LEAD 38.50 HORSEPOWER 5,0 PUMPS OFF (OFF) 37.75 ELECTRICAL/ VOLTS/ PHASE 208V/3 BOTTOM OF WETWELL 35.70 PUMP DISCHARGE SIZE 2" WETWELL DIAMETER 48" * ELECTRICIAN NOTES: 1. DRAWING NOT TO SCALE * 2. ALL ELECTRICAL WORK SHALL BE IN ACCORDANCE WITH LOCAL CODES * 3. ELECTRICIAN SHALL SEAL OFF CONDUIT RUNS * 4. ELECTRICIAN TO MOUNT LIGHTNING ARRESTOR AT SWITCH DISCONNECT * 5. CONTRACTOR SHALL VERIFY POWER SOURCE PRIOR TO ORDERING EQUIPMENT * 6. NEUTRAL TO BE SUPPLIED FOR 23OV-3 PHASE OR 230V -SINGLE PHASE POWER. RILEY & CO. / H-20 GP 02-12-10 COMPOSITE FIBERGLASS WATER -TIGHT SLEEVE 6" INLET FIELD INSTALLED "A" X E I [EMERGENCY PUMP -OUT FIBERGLASS WETWELL w/ BALL VALVE H-20 LOAD RATED r-- 0-60 PSI PRESSURE GAUGE PVC DISCHARGE LINE 2" DRAIN LINE \-ISOLATION PLUG VALVE PVC DISCHARGE PRESSURE SWITCH NOTE: PUMP CONTROL PANEL SHALL BE LOCATED 3 FEET FROM WETWELL PERIMETER AT POINT "A" INTEGRAL FIBERGLASS SLOPE— LIFT STATION PLAN CDR VALVE BOX — (40" x 30" x 24" DEEP) SS CABLE BRACKET $ mss LIFTING CABLE 1111 N 48" CONCRETE BASE SLAB AS PER —/ SPECIFICATIONS w/ #4 REBAR 18" O.0 . SWITCH DISCONNECT CONTROLPANEL GENERATOR RECEPTOR MODEL A3042 (O.A.E.) _ GALVANIZED UNISTRUT 72" FRP VALVE COVER 16" x 16" x 12" DEEP FIN GRADE P nE 4" x 2" u` REDUCER c�c J J C M 4" F.M. 2" PVC FLAPPER LCAST-IRON `C VALVE PLUG VALVE INTEGRAL FIBERGLASS SLOPE 2' MIN. CAST-IRON FLANGED 2" SCH.80 PVC PLUG VALVE CAST-IRON FLANGED CHECK VALVE — SLIDE RAILS 1/2" SCH.40 AISI 304SS PIPE — PUMP DISCHARGE SEALING FLANGE CONCRETE GROUT AS REQ'D BY ENGINEER TO PREVENT FLOTATION 4_0 YD.3 MAKE MONOLITHIC POUR \\ WITH BOTTOM SLAB ELECTRIC METER OR PULL POWER FROM BUILDING 2" GALVANIZED CAPS (THREADED) /— LIGHTNING ARRESTOR FIELD MOUNTED BY ELECTRICIAN 2 -SEAL -OFFS (2") BY ELECTRICIAN 3/4" HOSE BIB X ' FLOAT SWITCHES (2" CONDUIT) 3/4"GALV. RISER PUMP POWER CABLES (2" CONDUITS) SLEEVE REQUIRED 2" RIGID GALV. POSTS TO WATER SUPPLY'1+�. I I � l ' WCONCRETE AROUND POSTS GROUND 12" DIA. x 24" DEEP NOTE: ROD REDUCED PRESSURE (RPZ) BACKFLOW(V SERVICE LOCATION PREVENTER (VERIFY wl POWER CO.) TO BE INSTALLED IN WATER SUPPLY LINE TO LIFT STATION "FEBCO WATTS" (OAE) ELECTRICAL RISER ILLUSTRATION USE ONLY a '—BASIN ANTI -FLOTATION FLANGE MIN. 1/2" DIA. x 3" SS ANCHOR BOLTS WELDED TO A (2" x 30" x 1/4") SS ANCHOR PLATE EMBEDDED IN FIBERGLASS NOTICE! These copyrighted drawings and specifications are being made available by RILEY & COMPANY, INC.,specifically for use in preparing construction drawings, any other use and/or modifications of this drawing without the prior written permission of RILEY & COMPANY, INC. is prohibited. REVISIONS BY DRAWN CHECKED DATE SCALE JOB NO. 1 LJo O 0 c LL �y®s� 00 w w w U w r/ ) ryw _ Z W CU F- w N L� _ O °C- U) M UjG G � Iz W CL L w I'� W w Q W LU o o F- 0 C)i� ® N Ln O O z 7 Z o = Q � 0 1 OO H- z U)O V 0o > O Lp~ 0 M U F— V O UL ❑ w F— < Q LL w w Df D_ SCALE: 1 " 20'-0" REVISIONS 1. 2. 3. 4. 0. 5. 6. 7. ARCHITECT: GC DRAFTSMAN: JDH CHECKED BY: JTP DATE JAN 2010 PROTOTYPE SIZE 7 N 2 R C1 ■ 8 LUMINAIRE SCHEDULE , TYP SYMBOL DESCRIPTION LAMP LUMENS LLF I + : 0.0 + Q.1 + 0.9 LITHONIA - KAD "CONTOUR SERIES" + E 0 1 + 0.2 + 0.2 + 0.2 + 0.2 + 0.1 + 0.1 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 €e:: �3r: tsfti,.f„s 1.lgfxl-. -,.. rt: a:t,'r-7a:--. ..,;..n>l. 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I. :.' + 0.0 + 0.0 +I; 01 %,+ 0. + 0.7 + 1.0 `+ 1 - .. _ + 0.1 + 0.1 + 0.0 po I 1. 1,.1.::: I I,-. ,�I W 1 I + Q.Q + Q Q + : Q 1 .+ 0. + 1.4 + 1. 7 $ :1 -.IIm.--I.."..-,.2 + ' . `I; 1.2',' + + + + + + + 7 + 0 3 I + 0.1 + 0.1 . n+.. ::?, + 0.0 +0 0 + Oil ?+ O. + 2.4 I + 2.7 -Pis . ­._--. + ' 2.1 1.4 b o :.+ 4114 .5 + 0.3 + 0.1 + 0.1 + 0.9 + 0.8 + 0.8 + 1.3 + 1.2 + 1.4 + 0,0 + 0.0 + < Q1 + + 3.2 + 3.4 .. -�. ..-� ��1 +i- ., I*.1(.s- + 5 1.5 + 1.2 + 1.0 + 0.9 + 0.9 + 0.8 + 0.7 3 + 0.1 + 0.1 S1 1-'`PIIIs.. + 0.0 + 0.0 + 0.2 ° 141,1:. + 2.5 + 2.8 .�4.. + 2, 1 £ + % 2.3 # + 1.6 + 1.6 + 1,6 + 1.6 + 1.5 + 1.2 + 0.7 :•0.'. + -......- 3< .,:-.. -- - - + 0.2 -1111... + 0.1 ...-1111-- _.::, : : ' + 0.0 + 0.0 + 0,1 + + 1.5 + 1.9 ., A+.t 1.9 1,6 + 1.9 + 2,2 2.3 + 2.1 + 1.6 + 0.9 -•0:� + 0.3�. I +' _. _. 2 „ + 0.10.6 + 0.0 + 0.0 + 0.1 + 0.4 + 0.6 I + 1 0 + 1. + 1 1.2 ' 1.3 ..i�� + 1.7 + 2.3 + 2.6 + 2.2 + 1.5 + 0,8 + 0 3`. I_. + 0.1 �! 0.1 ......... . z I 0,0 0.0 0.1 C:>2 0.3 0.5 .7 1.101 1.6 2.5 3.1 2.5 1.5 0 7 -' 3 0 2 0.1 Q,1 , 0.0 0.0 0.0„ ,; 0.1 ': 0.2 0.3 + 0. .5 :;0 8 1.6 2.3 3 2.4 1.4 0,6 f 3 1 0,1 s1 0.0 . ::::..... ' Si + 0.0 0.0 0.0 + -II - 0 1 0.1 0.2 0. 0.3 , 0 3 103 ,.,. 0 3 -_.1 0..4• -1- '-0:3 ....^ --.. - ", 0:2 r.: - 0 2 ., 1 1 0.0 ..... ............. .... 111 1 ... ..... ....•..... ..... ............. .1 w .1 .... .I.. ..... . ... • ......... ...Ii. + 00- . ,.,.,0:0 + _ 1...x:0 + 0 0 + 1111 0.1 + 0.1 0.I ,�,,,,,,,, + 1111-Q.i 111.1. + .0 1 .,...,,.: + '......0.1 + 1111... 0:1..... + 0:1 + 0:1 0>1 +. 0.0 + 0,......, 0 0 ...1111.. + ; 0.0 ...,., ... ",.... 111 _ 1.11_-1-,.... ...... 111 1-. ............... + + + + i'+ + Z. + , + + + + + + + _„ + + + ........................... ».1.1.1.1,,, LUMINAIRE SCHEDULE , TYP SYMBOL DESCRIPTION LAMP LUMENS LLF I CITY Rub concrete dx2;... r...s # s..k of--,: ,t..t.. .. 1... r 1,. LITHONIA - KAD "CONTOUR SERIES" non -shrink Y i . 5' %3 f rnn,r r rags r.: Fn3ut ' .rn{23 7 0.72 D.12 mxitibal wall tin kue$s- Extruded 4' si.ift ,tir Gnaunt for p,tia or wall S1 so IES FULL CUTOFF DISTRIBUTION "R211 400 WATT 320 00 - 8.3:1 7 Pedestrian Walkways i,,, •,r.,\ METAL HALIDE '�_, P MOUNTED HEIGHT = 25'-0" METAL HALIDE bronze finish €e:: �3r: tsfti,.f„s 1.lgfxl-. -,.. rt: a:t,'r-7a:--. ..,;..n>l. I 1 LI 11 Calc Zone #2 + MOUNTED 0° DOWN POSITION 3.6 fc 0.9 fc 4:1 1.5:1 W1 f CHALLENGER WALL SCONCE "WALL VVASH" 1.75 WATT 14000 0.72 7 Calc Zone #3 ® IESNA FULL CUTOFF DISTRIBUTION METAL HALIDE 0.0 fc N/A NIA Boundary ,Ili 5 4 . !I C Lui Jih; 17-1j2t4+ I r ...... 1111 .........�.. ...1. MOUNTED HEIGHT = 12'-0" ,i fCci f 1`:!+t L. ,.3_Pw2.t#,s: J.: ;.::.:.:,C#_ P 1 .... ::.. 11- D O7 713118.1 rnl '- P 7 4 ' 17 1/2 . {.i I £ R £33' :. _c?;� ei:s r, s -.;,.,.>8h 13- z::II ...(,-t-J{s-r: L€ E€.g_f GFS to v MOUNTED 0° DOWN POSITION ii i ce.. ;. ' +ei - 2. F Z kt:. :. £ . , .E i •f .#,i Y#d77:tt n. , �i$A-,.,. R'J:,a rlab; s (s,-11,11 , .-... a � J{ . _ . .. - L '- , STATISTICS Description Symbol Avg Max Min Max/Min Ratio Avg/Min Ratio Rub concrete dx2;... r...s # s..k of--,: ,t..t.. .. 1... r 1,. .. t ,,...:: ---.-`\':. non -shrink Y i . 5' %3 f rnn,r r rags r.: Fn3ut ' .rn{23 7 : 1111 L § D.12 mxitibal wall tin kue$s- Extruded 4' si.ift ,tir Gnaunt for p,tia or wall Calc Zone #1 + 2.6 fc 5.0 fc 0.6 fc - 8.3:1 4.3:1 Pedestrian Walkways i,,, •,r.,\ METAL HALIDE '�_, P iliRw:k. r:;� 933. tdxJfl�ti; t0 [ :0::f>' ( 11� . -�:.:cro„'.c'. ..: _. ...- bronze finish €e:: �3r: tsfti,.f„s 1.lgfxl-. -,.. rt: a:t,'r-7a:--. ..,;..n>l. I 1 LI 11 Calc Zone #2 + 1.4 fc 3.6 fc 0.9 fc 4:1 1.5:1 Parking Area f €€'#a1. iaa hg1- TI 5 3 ; #kr 1. 11 33$ 1t €x. If :if.,: 1. ai#r.. °f3$g, s#.r3.::.. firn. ?r faprW rt,ta..:n,..i k,,r,s,.-,isi..ar, ...1. 1111 ff ..--t. r,...;ti3rf .L. a_z -;. #$'1v@i. Calc Zone #3 + 0.2 fc 0.4 fc 0.0 fc N/A NIA Boundary ,Ili 5 4 . !I C Lui Jih; 17-1j2t4+ I r ...... 1111 .........�.. ...1. ,:I ,i fCci f 1`:!+t L. ,.3_Pw2.t#,s: J.: ;.::.:.:,C#_ P 1 .... ::.. 11- D O7 713118.1 rnl '- P 7 4 ' 17 1/2 . {.i LIGHTING NOTES: 1. TIME CONTROLS: ALL SITE LIGHTING IS CONTROLLED AND MONITORED BY AN ENERGY MANAGEMENT SYSTEM CALLED VENSTAR WHICH IS CONTROLLED AT AUTOZONE CORPORATE OFFICES. ALL SITE LIGHTING IS PROGRAMMED TO AUTOMATICALLY TURN ON AT DUSK AND REDUCED BY 50 PERCENT AFTER THE CLOSE OF BUSINESS TO THE MINIMUM LEVEL NEEDED UNDER THE IESNA TO ENSURE SAFETY AND SECURITY. 2. ALL FIXTURES ARE FULL CUTOFF DISTRIBUTION AND MOUNTED @ 00 DOWN POSITION. 3, NO FLOODLIGHTS ARE PROPOSED. 4, THE LIGHTING PLAN COMPLIES WITH THE PROVISIONS OF SECTION 4.0 OF THE CITY OF SANFORD LIGHTING STANDARDS. f{(5£!i{{{y i s F t f i 831Yf t? 31 r4 = a E? L f -,l, t: ,•...italb;{:3 #1.fk., T :13ml? >,.k'. v(k= 133. nr:'f.ltA ?3,#. e s : � : requirements; if more 400 watt metal halide stringent drawing is shown in shoebox light fixture structural forward throw .f {iLLPYO€ €£11 f .,,r.'i' x.,"<.• rf ,v.:lps btri .f" i Rub concrete dx2;... r...s # s..k of--,: ,t..t.. .. 1... r 1,. .. t ,,...:: ---.-`\':. non -shrink Y i . 5' %3 f rnn,r r rags r.: Fn3ut ' .rn{23 7 : 1111 L § D.12 mxitibal wall tin kue$s- Extruded 4' si.ift ,tir Gnaunt for p,tia or wall tt3Al5-s'.31,R Lft- f' {#�,ai tFi.,,.f '¢,F{ f . #S L3.5 i0 i8 s (t SQ ... S*;+<a:..: - L,_ ai yt. ra ,v` i glviat+; 3 (; trgt r` - 7:. { 15,. rip I rT g.t..xAoP-.h if r ,� - 1 II5" %4,t£se,.;;;.F e.Aa9..7t rltn(T.r -"I t ;nnlo<rii', F',t cca� EYx :i5., : 1. ". i,,, •,r.,\ METAL HALIDE '�_, P iliRw:k. r:;� 933. tdxJfl�ti; t0 [ :0::f>' ( 11� . -�:.:cro„'.c'. ..: _. ...- bronze finish €e:: �3r: tsfti,.f„s 1.lgfxl-. -,.. rt: a:t,'r-7a:--. ..,;..n>l. I 1 LI 11 �, 7 to 35' Mounting s. €t1€ Ile # St Y L'1 ifl 4. 1€ > t .:. €lOOr rR� i 1#y.. 3- (�' l34{i t S'# 3 re. :L # b T, s Yuoz t I 1 L Y ,J .€ p i,::. L ar.:astErc ..:a. 3..zr € k dS c ;1JYi, .. c 9^ . >r.#. , . ,._. , ift'.iq. <'s ort' 2.. / l : m!..:rP: f €€'#a1. iaa hg1- TI 5 3 ; #kr 1. 11 33$ 1t €x. If :if.,: 1. ai#r.. °f3$g, s#.r3.::.. firn. ?r faprW rt,ta..:n,..i k,,r,s,.-,isi..ar, ...1. 1111 ff ..--t. r,...;ti3rf .L. a_z -;. #$'1v@i. y"'. r: . _ _ - - k i s, r.r:r;.' f. Z t .t-0m's Y. - ::'- '.;. ';o, ( .laf... 1111 .Er., .. )t to -. .., a o.. i s ........ l . Ef F 1S h... af. .. f:. J '' j • : . .. : . '>.. \. FAG :.7 tKE>i".;f .tY:1111 f,n#si i-"Uf. r,f {u1#�-tdf.':. €#t ::.Brag :.._ fvT, E%( ,Ili 5 4 . !I C Lui Jih; 17-1j2t4+ I r ...... 1111 .........�.. ...1. ,:I ,i fCci f 1`:!+t L. ,.3_Pw2.t#,s: J.: ;.::.:.:,C#_ P 1 .... ::.. 11- D O7 713118.1 rnl '- P 7 4 ' 17 1/2 . {.i I £ R £33' :. _c?;� ei:s r, s -.;,.,.>8h 13- z::II ...(,-t-J{s-r: L€ E€.g_f GFS to v : ;` ii i ce.. ;. ' +ei - 2. F Z kt:. :. £ . , .E i •f .#,i Y#d77:tt n. , �i$A-,.,. R'J:,a rlab; s (s,-11,11 , .-... a � J{ . _ . .. - L '- , ;mss:< ;:. s. -'t '� ' •s i;:€.f''r?i _f_ gar �.:ts# 1 sf ti. cL 1r T €'r .tit f 7 >? t € nl Rl >.. .2z: 33n. )l r 111... #€Ui t r h;"-Endtft.ali,d„ #..,f ar, rt'J.E,Ie:".,*a-:4,$ fel}. ,;,:t>{':r}I:t SF Snryk: luso (I20, 277317V, n!a TB Standard Colors. f i :, OF Doulble.f"se.(208, 2440, 480V.. IVa TB) DDB Dark Itr!III& 8:?f.€ lTSrfE.GCTf#(%t€.LifPhP€fffF.P£€Y-..f.:, mtc:x.$^>r,..pt't;nf- EC i n arfi�9 r'r>0.x7P3 ^Pa,:`r 4 s arib-'se.,Fidr €s"1 #t.# A't^r out P2-. „.Yip, . hof.-,,f.,lI,fiC9.1772.3:: 33:i:•€2-: ;,Aw',,t 1.., }F..:£f>c-€,,tet. I#% fi:.3...: t (i ! I. ...•...,,-,.-.., f£ _r ,>}51 ::'d r£: v: ut I`tW.n1.:2. sYv t(e t",eit tW i,:1,.._: t. ! ' ,' : ¢ t€ f ', S cul a c � ✓ .1 8., JIf /.(tl:t1A3 i 833 �i SE 3 t E ' E c D &fd 4it i .. }, fsida JK€ ser 5 ^ i tit - t .sail Ic . • r f : r :r:f £ f : . €:.E€7-na,6,L;f:s+'s:'0.#t>f�..:li, cec (' ::; i£fl�.:;I;c: '}it x2 '1:ttf rB3fE f.:f! Ip i ': )CG 3l�€,.1r :t 1111. ........... (a (.gra. s t f 1 f -' t d h n' 3 d 3 3 } r . 1 bt f r 2 #r r a n 3 s #� t v h •s3` r , C I i a Y f7 1 T r i rA. L ��� t r. 1 f r€fa{� rx 4fr ti : h d er y F €k4 i - r 7 f i h J. r , . a� .� 4.3.>i < €,,�: l # od1 ti v:: 3, .Jar, .....pa.. r xtJ}:1:�, i:i .,7Y,_( -i:.. a...;.,,,_.J7:#,,u,€3yS-:.)L q5 IES typo' V square KIM Twin nul.utng I u-, s, ..!ass Segmented Reflectors DA012P Oegrde Ann (p)lei t EM E.lfi EMY 0KHA€#0Il -: &;I,Y.f'$€81'F-.r "„{J-. ,, tali l3 t:. tc:a:.tie PE4 N€1() NEMA hist -lust( PE (277V )SIS), ;A $,i: f.tr. [14��,�,�� its. .- '2 ( r 3 r 7[4 14 € 311M .n.it T1 1' SA# Z f , t2 Jt7 tl 8 E s 7r r SH4SC IES type, IV fnrmar9 threw: IRS, 1{S Hpusy-std C. Slueld 4,H2, R3, R4'!: i t - ,:I€� fl .' {..0337 31t. t�. if ^3# n y73#ul. , 13.# .. ,_._: (SR2.31I 1 Ra Jucad tacker PD28 l:np must be -d n g) SR2, S'n3 St S114SC -optics: f ta7' i o- rr u.f �r1.-. r r fe.r 3 r s :_r KADWG Wire guard fr >,L�t�:hi-i£t ;,n .. '"� .} i � .ln'.5 tit ,'tt :; i;rs3 £IE31L'E #S3t i;3 Qii BiifEf# Nate C`LtJ(:'e •.0 it fig to f1 3-: 4'J3., °Lt.;. Git}. (.-_3'2r4.aU-- 4 i'xtt Accessories:' Tenon Mounting Slipfitter E..ipait :c ..:,ht,tlAI ''U..s:. ordor as S P.arata _ata147 n ,Un r. €itrUE, I011.Ml{3I R€€3351€1.Ri N,f I Ef€€d$ - € x , a-•1 f i ,. ,r ,e .., l #, . - S :,F: £:: N d offx €..l3Li Y. F$1Ld,J1 )bis:. r: ...{..a}I:i 4#n. r~ d,3:.; ,4 ,5, (, s'::f :-i <<. t $c,yI,.:. :r,,,,.i ti 1x3it3E rxI .k::35. jz} (,tit i ,.1,ble I1 at1laM 2 P Ilio pet fcttis s vit cAt• is 7 AIgu .. x5P &-3, ..: 4 4 x III t r rf 1 sL l . lu 4?%). NA Rid < u' : M3Y:,sib 3Yk E£:. .. s:..... - -,&,,: kA" i 1l.,I- F'.... €.u'a3!Y;iidf•;:f4:,i}Jk<:( .:f 611[" #.a,.. •t.:It€. r I 2 35 F :' _ .. n ,hi I...4:+., 3n f�i ,Z 1111 7^ N t f- ab nz3-ff }C" S-� i -.1 } tt t 6##O, i#F Yat f s . . 1 ? ,V„pfru#1t ff i7r,FA.ItY71aF..-s^,e,-i.knb$15F-.qa NLrt h'Ms} Sheet #:KAD-M AL -370 f 3 4f s J 1' a 1 i 5 l i s bxf.t.g7_- l3 O J7l 1 Sl � i :l } 7 ) �' 3' 337:. .fid,. r:# s nff € k "€ t1a i P r C V t n F x s.� > L3 Jf ,l.'9'. i •v5..t,.: L, 48L AQe-,I.:t).wr.€ai.iEi`.€mw., f,Dp):t:r 'Nei. -O.; d9 Y ;.. 1#4 YE13:s;. o>,4n .Fa�be c<.?., " Fic;zl 3f ......... 111..1 ............. ........ a2COC i:`,t Hic,, .sikSY, t. Fte:ten :'s9a ............. . £3ia1:k46............. ................................. ......... su&ft ............................................ 0 0 I- = 9 IY D_ o U CG NOTE: This drawing represents the minimum requirements; if more 400 watt metal halide stringent drawing is shown in shoebox light fixture structural forward throw then it shall govern. Set pole on Rub concrete See site plan for additional lighting lots. non -shrink base smooth - I D.12 mxitibal wall tin kue$s- Extruded 4' si.ift ,tir Gnaunt for p,tia or wall � 17__=� - L,_ - I. e i�-f II 5 �t.d'ith one. -ece tubular tCm.),ue. glass Iq.n1 III 4 fully g ski P W chamfer 1 II5" I t sq. steel pole i,,, •,r.,\ METAL HALIDE '�_, P II I 1 I 1 / - ,' 100W, 1504V, 17501, 200W, bronze finish (� ' 250'0, 320W, 350W, 90174V I 1 LI 11 �, 7 to 35' Mounting Note: o Mounting U I ( >r .-. Anchor bolts to be 0 I N 0 I ih installed perpendicular to curb on single head 11 poles. Rotate 45 degrees 11 to diamond bolt pattern 11 on dual head poles. 11 11 4 anchor bolts furnished 11 by light pole I manufacturer. :..11. ;• 24" did. concrete ;,�, z _ _ _ base. Min. reinforcing - - :: ' 4 15 bars vert. & 7 3 ties eq. space Electric conduit NO SCALE SEC -C13 TYPICAL LIGHT POLE Catalog 1,F"A e,r fALIMOMIA L,a"rll I 11 Nalag Type Note: 11 11 Set pole on Rub concrete o co J O lots. non -shrink base smooth 11 D.12 mxitibal wall tin kue$s- Extruded 4' si.ift ,tir Gnaunt for p,tia or wall grout base humming is standard: DIa-cast duur frame has impact-resislain s A - I. e i�-f II 5 �t.d'ith one. -ece tubular tCm.),ue. glass Iq.n1 III 4 fully g ski P W chamfer gills )ne I t ------3/4" i,,, •,r.,\ METAL HALIDE '�_, P :Ir l l , . / - ,' 100W, 1504V, 17501, 200W, ^I •dr'b,rn>ed reflectors, IES full OPTIC.._ SYSTEM '�-- Alxidized, alwninum hi � . o (� ' 250'0, 320W, 350W, 90174V "1 �, 7 to 35' Mounting Finish grade or o Mounting U I. e : I ( >r .-. top of paving, ort' 2.. / l : I j -,,1 1.':*; ; .� f See site plan for location 1. -Ik,.". ;' CWA Pulse Stag ballast req Dred fur 2GOVV_. 320,W aril 350W onus,t-order N L- Z 111 . ti �n-tirien ed. socket with r er aIle nickel- PnrrNain frxizgnlol P sr .(,. ! PP:. ! _ :..11. ;• 24" did. concrete ;,�, z _ _ _ base. Min. reinforcing - - :: ' 4 15 bars vert. & 7 3 ties eq. space Electric conduit NO SCALE SEC -C13 TYPICAL LIGHT POLE Catalog 1,F"A e,r fALIMOMIA L,a"rll 4a. Nalag Type FEATURES u' SPECIFICATIONS c USE fin �valkNe s and car INTENDED JS_ Ideal for parl6Dg awaa. street IIg IW 9, ,. y o co J O lots. CONSTRUCTION -. Rugged, die-cast..suit ruiner aluAinnunl lmusiog With Soh Square Cutoff Lighting D.12 mxitibal wall tin kue$s- Extruded 4' si.ift ,tir Gnaunt for p,tia or wall 70 CO humming is standard: DIa-cast duur frame has impact-resislain s A - I. e i�-f II 5 �t.d'ith one. -ece tubular tCm.),ue. glass Iq.n1 III 4 fully g ski P W KAD gills )ne I t FINISH Standard firrah is dark tunic,;DDBi ptyeeler povxder lirxsh, With i,,, •,r.,\ METAL HALIDE '�_, P dtJuer archdactural colors availa tile.. / - ,' 100W, 1504V, 17501, 200W, ^I •dr'b,rn>ed reflectors, IES full OPTIC.._ SYSTEM '�-- Alxidized, alwninum hi � . o (� ' 250'0, 320W, 350W, 90174V wort distributions H2 Lasyllunenfc(H3 ramypxn tri:), R4 Torwird dtrn,v! �, 7 to 35' Mounting JIIdI(d SE nlallled alalll uarel 011 h- erlVnnd ire g U Sud HSS s 9 7 9 P o Mounting U as rePectgis IES find uT H distributors 382 lar/nyn2triJ SR3 /nulx+tnc7 ._ ( >r .-. ted rnl etnr attach i o m� hat Mutt. sen n e s Iui SR4SC rvdard nit k t.. a.. ( t s. P .9 ort' 2.. / l : vyith Ir>(q-less fasteners and are wlalable and iu ercharwlrlc_ - r ELECTRICAL SYSTEM ^- Nigh re„a tante, h1,9h 1p Wor factor ballast for 1. II}0'.V0.150W GRn$ta nl-eveltage aun.Ir ali5lo nnFr fur 115-400.0. Sopor - CWA Pulse Stag ballast req Dred fur 2GOVV_. 320,W aril 350W onus,t-order N L- Z SCVVA npunn).. Ballast is .opPer-wound and 1001"n. fpplory-!ested Standrrd0inrensill, ,_,,..... '.. ti �n-tirien ed. socket with r er aIle nickel- PnrrNain frxizgnlol P sr .(,. ! PP:. ! _ 1.:,:.:" - - as ! 2h. ' 7-108' plated 9.rUV1: sha11 and .enter Cr mart Medrunt base. s.Cket used r%ilh d 411 L bk I .i 3.1 cmi I00NJ &.1fr0`^!, nxigt9-base. socket used v.7ti7 175-409Vd. UL listed 150010- ti00V ,Ili 5 4 . !I C Lui Jih; 17-1j2t4+ I r ...... 1111 .........�.. ...1. LISTING ILL Listed (st nt Jardi, CSA CenaW (see, Onlonsg UL listed far lldth: l7-li2'(44.5 on !: .. .. , . cr vretlo.cptimtg, 1Pbp rated in arrgrdau .duh standard I_: 5_9. P 1 .... ::.. 11- D O7 713118.1 rnl '- P 7 4 ' 17 1/2 0 R T N ti (IO.c chil,(445 nt ORDERING INFORMATION Example: I(A.O400MR2120SPIJG4LP1 Ch99si Web Ief § ;.at k3 nid lain H U at t 4 t su 1 No ]' alul write It nn tl a apprtpr ate B. O der ac..asaor e serarale -ami nembor- ...I ...... 1111 ,: .,: 1111:. :. Series ( Voltage I Mounting [ Opifons i ...... ...:.... ........ .,.:::. .I..I.. KAD 100M 120 SPD94 Sq carr{, polo Ii ann) Shipped. Installed In Fixture Architectural Colors' KA0150M 20g1 ,standard) SF Snryk: luso (I20, 277317V, n!a TB Standard Colors. KAD 17EM 2401 SPD09 Square {tile. 19' ani)' OF Doulble.f"se.(208, 2440, 480V.. IVa TB) DDB Dark Itr!III& KAD 200M 217 HP004 Round pWe(4'our) PER N' -MA 1•,visl-luck iecopWclit 1;5ta ndardl KAD 250M 347 lI Illi 1'tnp IllrUli DwH rrhlta or i c YI f i Round pull 9 aun) KA0320M1 4801 HPD09 V 0.l I) LPI Lamp inch iedas s}ag4,anJ OBL Black KAD 350MI TB1 WWD04 Wood pole ar wall (4' "I'd IJLP Less lamp Classic Colors KAD 40gMt WWO09 Wwd p.A. of WdId (9` PD Pa,vaf Tray- DMB Medium bronze arnil'P wie Tr•munal '1Jiril:y Bid .k'=' DNA Natural aluminum Distribution WBD04 Wall bracket l4 um)"' ONS. Quartz resa,M sy' lWl? (25OW DSS SanJsh7ne- r ck t 9 arm WBU09 Wal ba c l 1 �.� pin ed Hellectors Hydro! 1 nit in'lultnl' 7. .I. 4. DGC 1 0 III Ilxl dull CI1Jrraa r'" - -9 A2 IES type -II as7nxnctric L/A°n t ✓Ilei' cnlenng KN1A CSA CSA Ce�rtuied OTG T nits green DaOi 3 1 5 e l t iiun.tn H E .SYR.. A r _.t Shipped Separately r I. PWs. Sldil Balla sl ll'9 SCWA Super VA t Bright red OB P P 9 R4 IES type. IV tondo,d Ih-2 NMA Most aria ad Pptgr 1GOW g 17,VV) DSB Steel MW Shipped Separately, q5 IES typo' V square KIM Twin nul.utng I PEI NEMA IWist hick PE (120.208, 240'?q Segmented Reflectors DA012P Oegrde Ann (p)lei PE3 NEMA Muse lock PF (341!), SR2 IES type 11 a3yiueietm, DAD12VVB De'✓ ,ca, Arm (walli PE4 N€1() NEMA hist -lust( PE (277V )SIS), IES Type, Ill asyuanatrlc' PES NEMA int i-Igck PE 277 SH4SC IES type, IV fnrmar9 threw: IRS, 1{S Hpusy-std C. Slueld 4,H2, R3, R4'!: NOTES (SR2.31I 1 Ra Jucad tacker PD28 l:np must be -d n g) SR2, S'n3 St S114SC -optics: KADVG Vandal gUa7d 2 tic rda khl Id [Leff, KADWG Wire guard 3 Can 1 K Y 1 t r Iiii C 1 N 4 oft- 1 m,Ifi ap b 0 01149 204 249 237- Accessories:' Tenon Mounting Slipfitter 5 Tho SFD09 RFC09 NW099 n1uF14 d "II W,)fir Ipr"hrrl -ireg aro Int u. a 90 drillong p [torn ordor as S P.arata _ata147 n ,Un r. 6 M1V Ca d a Y N d offx Dba 7CrSTn br i [ u. u 1 t: Y. Tgnon O D One T r,il q'. T u c90::,Tti7f U{120'... Th rUa u90 - Fnur ?;90` '.. 3 Aai 1 u I fi S rib al,c a , ix i,.,: p ease ,ca arut lactprgi c ,I,:rs , . -.2-3!8 3 8 T20-190 T20 230 T21 290' T20-3201 T20-390: T20-490 ba,'t-, f , 79d 3. 2 T35-190 T25 280 T35 290' T25-320 T2s, 390' T25-4901' 9 Mut r1puce 4' 135-190 135-280 175-290, 135-720 135-39,0, 135-0901 4 19only, ar IM1B rw'm Sae. SRs, acid 5R4SC ppn:-5, Outdoor Sheet #:KAD-M AL -370 -!" ,;,,� i n n r c m�j ,�__� T ,Aa� etn - Engineers Planners ® Landscape Architects Surveyors Construction Management zu w w. c p h e ng i n e e rs , corn 500 West Fulton Street Samford, F1. 32771 P.O. Box 2808, Sanford, Fl. 32772-2808 Phone: 407.322.6841 Fax: 407.330.0639 o co J O LL 70 CO co LLJ � VL1J rr ��. � LJJ I- Z _ C/) Z (1) F- LLJ I" C o ® cl�LO N L- Z ®(-a- W M Q 2 = 0 R T N ti I_ Z W CL Z Wn W U ® 0 W 0� ® W co F 2 Oo 0 ® ® rill O 0 0 N � �AA r :3 0- Cf) ® L.1.. 19 � � 0 �- U Z C) ILL 0 W Q i W W 11 1 11 SCALE: 1 - 20'-O" REVISIONS , 1. Y y a� '"t }c' FIV 2. 'lu 11 3. 4. I /" 5. it r(�!7 6. 7. ARCHITECT: GC DRAFTSMAN: JDH CHECKED BY: JTP DATE JAN 2010 PROTOTYPE SIZE 7 N 2 R PH1 e