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HomeMy WebLinkAbout2450 Beardall Ave- Delphini Industrial ParkPARCEL I.D.# 33-19-31-300-1250-0000 FINAL ENGINEERING PLAINS DATE DATE PERMIT STATUS ISSUED EXPIRES DELPI IINI INDUSTRIAL PARK X6509 X655, 3665, 3670, 3680, .3710, 37259 3730) 3735 INDEX OF' SHEETS DELPHINI WAY SHEET DESCRIPTION 1 TITLE SHEET SANFORD , FLORIDA 2 CONSTRUCTION NOTES 3 BOUNDARY & TOPO SURVEY 3A BOUNDARY & TOPO SURVEY (ADJ. SITE) 4 GEOMETRY PLAN 5 UTILITY PLAN UTILITY COMPANIES PROJECT DIRECTORY 6 PAVING, GRADING &DRAINAGE PLAN 6A GRADING &DRAINAGE OUTFALL PLAN SE VIC LOCATION CONTACT WATER & SEWER CITY OF SANFORD PAUL MOORE DEVELOPER/APPLICANT: KENNETH M. DELP, II P.O. BOX 1788 (407) 330-5640 SANFORD, FL. 32772 SOLID WASTE CITY OF SANFORD EMILY McCABE P.O. BOX 1788 (407) 302_9 SANFORD, FL. 32772 AT NORTHSTAR, LLC TELEPHONE: BELLSOUTH MARTIN NOSIL 132 COMMERCE WAY (407) 327-0447 SANFORD, FL. 32771 ELECTRICAL POWER: FLORIDA POWER & LIGHT SHERI McCORKELL P.O. BOX 2149 (407) 3'28-1309 SANFORD, FL. 32772 DETAILS GAS: FLORIDA PUBLIC UTILITIES DAN SCRIBBENS CITY STANDARD UTILITY 450 SO. HWY. 17-92 (386) 668-9319 DET -2 DEBARY, FL. 32713 DETAILS SURVEYOR: JAMES D. BRAY ACCURIGHT SURVEYS 2012 E. ROBINSON ST. ORLANDO, FLORIDA 32803 TELEPHONE 407 894-6314 FAX 407 597-3777 GEOTECH: TRI -COUNTY TESTING LABORATORIES, INC. 31 SOUTH MAIN STREET CABLE: TIME wartntrc I.VMMVIV11.H11VIVJ nuAcvnv wm 844 MAGUIRE ROAD(407) 532-8505 WINTER GARDEN, FLORIDA 34787 OCOEE, FL. 34761 LOCATION MAP FAX (407) PHONE656 �642p6-9656 FIBER OPTIC: LEVEL 3 COMMUNICATIONS SONNY JAROCK 1025 ELDORADO BLVD. MAPPING COORDINATOR BROOMFIELD, CO. 80021 (877) 366-8344 OR (720) 888-3181 DESCRIPTION Beg. in center of Beardall Avenue at a pt. 219.4' North ,of SE Corner of SE1/4 of SW 1/4 of 33-19-31 Run W 993' , N 219.4' E 993' S 219.4' to Beg (Less Beg. 438.8' N of SE Corner of SE1/4 of SWI/4 of 33-19-31 Run W 133' s59.4 E33' N 59.4 to Beg. & Less E 25' for Road) Together with Leg Sec 33 Twp 19S Rge 31 E Beg 438.8 Ft. N of S 14 Cor Run W 133 Ft. S 59.4 Ft. E 133 Ft. N 59.4 Ft. to Beg (Less Rd), Seminole County, Florida. Less the East 336.50' feet thereof Being more particularly described as follows: Commence at the Southeast corner of the Southwest 1/4 of Section 33, Township 19 South, Range 31 _ East; run thence N00° 12'52 "W along the East line of said Southwest 1/4, a distance of 219.40 feet, thence N89'56'15"W parallel to the South line of said Southwest 1/4, a distance of 25.00' to the West right-of-way line of Beardall Avenue; continue thence N89'56'15"W a distance of 336.50 feet for a Point of Beginning; Continue thence N89°56'15"W a distance of 631.50 feet; thence N00° 12'52 "W a distance of 219.40 feet; thence S89°56' 15 "E a distance of 631.50 feet; thence S00° 12'52"E a distance of 219.40 feet to the Point of Beginning. Contains 138,549 square feet or 3.181 acres more or less. 1;1V1L ENGINEERING CO. 207 N. MOSS ROAD, SUITE 211; WINTER SPRINGS, FLORIDA 32708 PH. (407) 327-7700; FAX (407) 327-0227 C.A. 8729 APT,= I'J'l7I,,ITTES DEPARTMENT: C A`t" O ,SA1`3e+. RD, hrr.()Iar THIS APPROVAL IS SUBJECT TO SPECMC CO! .-G--R-M NC ? TO =Ic C SANFORD LAND DEVE�,0PrvEI T C IDD,E ANTD A'NY SPu,_�'-.1. R.., OF THE CITY COMPIMSSION. IT SPALL BE THE P Sn- 07 DEVELOPER TO CORRE T ANY D PECT,i IN + t E g s AS CONSTRUCTED WHICH Ec,.SU S III A 1,�'.,i;,i CODE REQUIREMENTS. AI3t4i➢.� STR'ATi DEVELOPER'S PLANS DOES NOT CONST Ttt,E f; REQUIREMENTS NOR DOES Ii i�ELIEVr C,; RESPONSIBILITY TO NIEMfT1I+"rt�, RECUtRr..'r7Eh('S. THIS S'Cc'i,�l�' APPROVAL I5 VALE' PI R1C ` ONE YEAR i I OIM THE )DATEEEI.OVI, APPROa,r':' DATE:69 SPECIFIC LO NiA'i`WN; ; FTnCity of Sanford 7eedg gan a Ing Dejpartaz>m ung P1i..� A6 Lbi'Y ^A - ='�I* of �Ged .d ir�ties,'Z,anC3 f7evel � .xl , ; �c.y + �ta6y op�i�stt Itegitla#iorts atad s s t , 2}na.1d mainaaitt a:: p .Yrr� t� ott site (City, Caxcnty, 3JRwMD, Cid Of Sailf3rd I3ct idang De, taninerc (330-5656) -or final inspection, eQ € -11)0-432 -47 ; 3 a r ,qty isaes or to a tg ®sttirtion. n 3 a s;f '.v� r ao � ,,tar;t-uc� which 414.I include any developtnm ..,.r:,:8... bm02L6 invalid Urdi us a buiiding pwstatft is obtained within n paxL ::, _ .,r� IUM and, in accordance %x 'da the MANUAL ON T t 01; I S -d FIST RxW,v,1and Traffic Design y t" _1 tsa a,.y : or i&t*e a_ a it 051IA tom.; :ats std ape modda Tr1tch Safely Act. 9. All construction must meet all City of Sanford Codes and Land Development Regulations. 10. All other permits required for this project must be obtained. An EPA Notice of Intent (NOI) for Stormwater Discharge Associated with Industrial Activity Under an NPDES Permit" ORD must be filed with EPA for all sites which are one (1) acre and greater. 11. As-builts and Certificate of Completion from the engineer of record to be submitted to the City prior to C.O. 5 12. All easements and right of way dedications, if any, must be conveyed to the City prior to Site Development Permit issuance. .OPMENT nam bb STORMWATER POLLU 11UN PREVENTION PLAN DEVELOPER/APPLICANT: KENNETH M. DELP, II DELPHINI INDUSTRIAL PARK 7 LANDSCAPE PLAN AT NORTHSTAR, LLC 845 SUNSHINE LANE g IRRIGATION PLAN ALTAMONTE SPRINGS, FL 32714 TELEPHONE 407 830-7447 DETAILS DET -1 CITY STANDARD UTILITY FAX 407 830-7429 DET -2 CITY STANDARD UTILITY DETAILS DET -3 CITY STANDARD UTILITY DETAILS ENGINEER: THOMAS H. SKELTON, P.E. AMERICAN CIVIL ENGINEERING CO. ELEV I BUILDING ELEVATIONS 207 N. MOSS ROAD, SUITE 214 WINTER SPRINGS, FLORIDA 32-0- ELEV I I BUILDING ELEVATIONS I TELEPHONE (407) 327-7700 FAX (407) 327-0227 A -k X* T'1 T1 T Z-4 A 'A T SURVEYOR: JAMES D. BRAY ACCURIGHT SURVEYS 2012 E. ROBINSON ST. ORLANDO, FLORIDA 32803 TELEPHONE 407 894-6314 FAX 407 597-3777 GEOTECH: TRI -COUNTY TESTING LABORATORIES, INC. 31 SOUTH MAIN STREET CABLE: TIME wartntrc I.VMMVIV11.H11VIVJ nuAcvnv wm 844 MAGUIRE ROAD(407) 532-8505 WINTER GARDEN, FLORIDA 34787 OCOEE, FL. 34761 LOCATION MAP FAX (407) PHONE656 �642p6-9656 FIBER OPTIC: LEVEL 3 COMMUNICATIONS SONNY JAROCK 1025 ELDORADO BLVD. MAPPING COORDINATOR BROOMFIELD, CO. 80021 (877) 366-8344 OR (720) 888-3181 DESCRIPTION Beg. in center of Beardall Avenue at a pt. 219.4' North ,of SE Corner of SE1/4 of SW 1/4 of 33-19-31 Run W 993' , N 219.4' E 993' S 219.4' to Beg (Less Beg. 438.8' N of SE Corner of SE1/4 of SWI/4 of 33-19-31 Run W 133' s59.4 E33' N 59.4 to Beg. & Less E 25' for Road) Together with Leg Sec 33 Twp 19S Rge 31 E Beg 438.8 Ft. N of S 14 Cor Run W 133 Ft. S 59.4 Ft. E 133 Ft. N 59.4 Ft. to Beg (Less Rd), Seminole County, Florida. Less the East 336.50' feet thereof Being more particularly described as follows: Commence at the Southeast corner of the Southwest 1/4 of Section 33, Township 19 South, Range 31 _ East; run thence N00° 12'52 "W along the East line of said Southwest 1/4, a distance of 219.40 feet, thence N89'56'15"W parallel to the South line of said Southwest 1/4, a distance of 25.00' to the West right-of-way line of Beardall Avenue; continue thence N89'56'15"W a distance of 336.50 feet for a Point of Beginning; Continue thence N89°56'15"W a distance of 631.50 feet; thence N00° 12'52 "W a distance of 219.40 feet; thence S89°56' 15 "E a distance of 631.50 feet; thence S00° 12'52"E a distance of 219.40 feet to the Point of Beginning. Contains 138,549 square feet or 3.181 acres more or less. 1;1V1L ENGINEERING CO. 207 N. MOSS ROAD, SUITE 211; WINTER SPRINGS, FLORIDA 32708 PH. (407) 327-7700; FAX (407) 327-0227 C.A. 8729 APT,= I'J'l7I,,ITTES DEPARTMENT: C A`t" O ,SA1`3e+. RD, hrr.()Iar THIS APPROVAL IS SUBJECT TO SPECMC CO! .-G--R-M NC ? TO =Ic C SANFORD LAND DEVE�,0PrvEI T C IDD,E ANTD A'NY SPu,_�'-.1. R.., OF THE CITY COMPIMSSION. IT SPALL BE THE P Sn- 07 DEVELOPER TO CORRE T ANY D PECT,i IN + t E g s AS CONSTRUCTED WHICH Ec,.SU S III A 1,�'.,i;,i CODE REQUIREMENTS. AI3t4i➢.� STR'ATi DEVELOPER'S PLANS DOES NOT CONST Ttt,E f; REQUIREMENTS NOR DOES Ii i�ELIEVr C,; RESPONSIBILITY TO NIEMfT1I+"rt�, RECUtRr..'r7Eh('S. THIS S'Cc'i,�l�' APPROVAL I5 VALE' PI R1C ` ONE YEAR i I OIM THE )DATEEEI.OVI, APPROa,r':' DATE:69 SPECIFIC LO NiA'i`WN; ; FTnCity of Sanford 7eedg gan a Ing Dejpartaz>m ung P1i..� A6 Lbi'Y ^A - ='�I* of �Ged .d ir�ties,'Z,anC3 f7evel � .xl , ; �c.y + �ta6y op�i�stt Itegitla#iorts atad s s t , 2}na.1d mainaaitt a:: p .Yrr� t� ott site (City, Caxcnty, 3JRwMD, Cid Of Sailf3rd I3ct idang De, taninerc (330-5656) -or final inspection, eQ € -11)0-432 -47 ; 3 a r ,qty isaes or to a tg ®sttirtion. n 3 a s;f '.v� r ao � ,,tar;t-uc� which 414.I include any developtnm ..,.r:,:8... bm02L6 invalid Urdi us a buiiding pwstatft is obtained within n paxL ::, _ .,r� IUM and, in accordance %x 'da the MANUAL ON T t 01; I S -d FIST RxW,v,1and Traffic Design y t" _1 tsa a,.y : or i&t*e a_ a it 051IA tom.; :ats std ape modda Tr1tch Safely Act. 9. All construction must meet all City of Sanford Codes and Land Development Regulations. 10. All other permits required for this project must be obtained. An EPA Notice of Intent (NOI) for Stormwater Discharge Associated with Industrial Activity Under an NPDES Permit" ORD must be filed with EPA for all sites which are one (1) acre and greater. 11. As-builts and Certificate of Completion from the engineer of record to be submitted to the City prior to C.O. 5 12. All easements and right of way dedications, if any, must be conveyed to the City prior to Site Development Permit issuance. .OPMENT nam L4 CONSTRUCTION NOTES GENERAL. CONSTRUCTION NOTES GRADING. CONSTRUCTION NOTES E.P.A. POLLUTION PREVENTION: CONSTRUCTION NOTES EROSION. & SEDIMENTATION CONTROL. 1. THE FOLLOWING GENERAL NOTES APPLY TO ALL CONSTRUCTION AS DEPICTED 1. EXISTING TOPOGRAPHY AND CONTOURS ARE BASED ON THE FOLLOWING: 1. EROSION CONTROL PLAN ANY MODIFICATIONS TO THIS PLAN MUST BE E- ON THE PLANS. SURVEYOR: ACCURITE SURVEY SIGNED AND SEALED BY A PROFESSIONAL ENGINEER REPRESENTING THE m z 2. ALL PROPOSED SITE CONSTRUCTION SHALL BE PURSUANT TO INFORMATION DRAWING No.: CF#31-19-33PARECEL125&125C CONTRACTOR. THE MODIFICATIONS MUST BE APPROVED BY THE DEPT. r� E - SHOWN ON THESE PLANS AS APPROVED BY CITY OF SANFORD. DATED: 03/16/05 1. DURING CONSTRUCTION, THE CONTRACTOR SHALL TAKE ALL REASONABLE w E.• AND THE PERMITTING AGENCY. NO CONTRACT DELAYS WILL BE ALLOWED REVISION DATE: MEASURES TO INSURE AGAINST POLLUTING, SILTING OR DISTURBING TO SUCH 3. ALL CONSTRUCTION SHALL COMPLY WITH THE APPLICABLE STATE, FEDERAL, AND FOR SUCH MODIFICATIONS OR APPROVALS. TURBIDITY TOEXISTING AN EXTENT AS TO CAUSE AN INCREASE IN TURBID THE I Q � LOCAL CODES. ALL NECESSARY LICENSES AND PERMITS SHALL BE OBTAINED 2. GEOTECHNICAL SERVICES HAVE BEEN PROVIDED AS REFERENCED BELOW. ANY 2. OUTFALL PROTECTION - PROJECT PIPE OR DITCH DISCHARGES INTO OFF � C -)CONFLICT B DRAINAGE SYSTEM AND ADJACENT WATER BODIES AND WETLANDS. THE " (n'P) 'v BY THE CONTRACTOR AT THEIR EXPENSE UNLESS PREVIOUSLY OBTAINED BY BETWEEN INFORMATION WITHIN THE REPORT AND THESE CONSTRUCTION SITE OUTFALLS SHALL BE INSPECTED DAILY FOR POSSIBLE SEDIMENT BUILD- CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLYING WITH ALL PERMIT 4 THE OWNER. IT WILL BE THE RESPONSIBILITY OF THE CONTRACTOR TO INSURE PLANS SHALL BE REPORTED TO THE ENGINEER UPON DISCOVERY. THE UP OR TRANSPORT. OUTFALLS SHALL BE PROTECTED THROUGH USE OF CONDITIONS RELATED TO SUCH MEASURES. METHODS MAY INCLUDE BUT ARE p THAT ALL REQUIRED PERMITS ARE OBTAINED AND ARE IN HAND AT THE JOB S CONTRACTOR SHALL REVIEW THE BELOW REPORT PRIOR TO BIDDING, ENVIRONMENTAL CONTROL FEATURES AS NECESSARY TO CONTAIN ANY SEDII- GEOTECHNICAL ENGINEER: TRI -COUNTY TESTING NOT LIMITED TO, .FLOATING SILT BARRIERS, SEDIMENTATION BASINS, SEDIMENT SITE PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. CONTRACTOR SHALL MENT LOSS TO THE IMMEDIATE AREA OF THE PROJECT. ANY SEDIMENT CHECK DAMS, SILT FENCES, HAY BAILS. THE MEASURES SHOWN ON THESE ABIDE BY ALL CONDITIONS CONTAINED THEREIN. PERMITS INCLUDED BUT NOT REPORT No.(S). BUILDUP OR TRANSPORT OFF-SITE SHALL BE THE CONTRACTOR'S RESPONSI- ( DATED: DECEMBER 2005 PLANS SHALL BE CONSIDERED MINIMUM AND SHALL NOT DEVIATE THE NECESSARILY LIMITED TO) ARE: ABILITY TO REMEDY. THE CONTRACTOR SHALL USE APPROPRIATE FEATURES AS CONTRACTOR FROM THE RESPONSIBILITY TO IMPLEMENT ANY MEASURES Q 3. EXISTING TREES, PLANTS AND SHRUBS WHICH ARE MARKED OR DESIGNATED AS DIRECTED BY THE PROJECT ENGINEER FOR OUTFALL PROTECTION. NECESSARY. TO PROVIDE PROTECTION .FOR THE EROSION, SEDIMENTATION � CITY OF SANFORD ENGINEERING PERMIT PART OF THE LANDSCAPING SHALL BE CAREFULLY PROTECTED DURING 3. SLOPE PROTECTION - ANY DISTURBED OR REWORKED SLOPES 3:1 OR AND TURBIDITY. w ST. JOHNS STORMWATER PERMIT CONSTRUCTION. WHERE TREES, PLANTS OR SHRUBS ARE ADJACENT TO THE GREATER SHALL BE ADEQUATELY PROTECTED FROM EROSION THROUGH 4'-0' FDEP WATER AND SANITARY PERMITS CONSTRUCTION CARE SHALL BE TAKEN TO PROTECT AND RESTORE THE ORIGINAL THE USE OF TEMPORARY SODDING UNTIL PERMANENTLY STABILIZED CONDITIONS OF THE VEGETAION. SUCH SLOPES SHALL NOT BE LEFT UNPROTECTED MORE THAN 24 HOURS CONSTRUCTION SEQUENCE TO MINIMIZE EROSION AND SEDIMENTATION AT STORM- NOTE: 4. DURING CONSTRUCTION, THE CONTRACTOR SHALL PROVIDE ADEQUATE DRAINAGE OR DURING RAINFALL EVENTS. WATER DISCHARGE POINTS: 4. THE EXISTANCE AND LOCATION OF EXISTING UNDERGROUND UTILITIES ARE NOT AND PROPER SOIL EROSION CONTROL MEASURES, AS NECESSARY. 4. HAY BALES - THESE SHALL BE PLACED AT THE BASE OF ANY SLOPE WHERE A 1. CONTRACTOR TO INSTALL FDOT TYPE III SILT FENCES AT SITE DISCHARGE POINTS. THIS SYMBOL TO BE WHITE D.O.T. THERMOPLASTIC GUARANTEED AND SHALL BE INVESTIGATED AND VERIFIED IN THE FIELD BY 5. ALL SITE CLEARING AND GRUBBING SHALL BE PERFORMED IN ACCORDANE WITH RAINFALL EVENT COULD ERODE A SLOPE AND TRANSPORT SEDIMENTS OFF- 2. CONTRACTOR TO CONSTRUCT POND AND CONNECTING DRAINAGE AND THE CONTRACTOR PRIOR TO STARTING THE WORK. THE ENGINEER ASSUMES SECTION 110 OF FLORIDA DEPARTMENT OF TRANSPORTAION STANDARD SITE. BALES SHALL BE DOUBLE STAKED IN ACCORDANCE WITH STANDARDS OUTFALL PIPES AT INITIAL STAGES OF CONSTRUCTION. NO RESPONSIBILITY FOR ACCURACY OF LOCATION OF EXISTING UTILITIES SHOWN SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, LATEST EDITION. INDEXES. IF EROSION DEPOSITS REACH THE TOP ELEVATION OF EXISTING 3. ALL GRADING OPERATIONS SHALL BE PERFORMED WITHOUT DELAY OR 6. ALL EXCAVATION AND EMBANKMENT SHALL BE PERFORMED 1N ACCORDANCE TO BALES, THEN SEDIMENTS SHOULD BE REMOVED, ANY DAMAGED OR INEF- PAUSE (CONTINUOUS OPERATION UNTIL PROPOSED GRADES ARE MET. TYPICAL PAVEMENT SYMBOL FOR ON THESE PLANS. PRIOR TO THE START OF ANY CONSTRUCTION ACTIVITY IT ) SHALL BE THE CONTRACTORS RESPONSIBILITY TO NOTIFY THE VARIOUS WITH SECTION 120 OF THE FLORIDA DEPARTMENT OF TRANSPOTATION STANDARD FECTIVE BALES ARE TO BE REPLACED WITH NEW ONES. THE LOCATION OF ALL EXPOSED EARTH SHALL BE SEEDED AND MULCHED OR SODDED SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. LATEST EDITION. HAY BALES INSTALLATION SHALL BE AS DIRECTED BY THE PROJECT MANAGER. SOON AFTER GRADING IS COMPLETED. HANDICAPPED PARKING UTILITIES AND TO MAKE THE NECESSARY ARRANGEMENTS FOR ANY RELOCATIONS 7. ALL FILL AREAS GREATER THAN 12 INCHES IN HEIGHT SHALL BE COMPACTED 5. BACK OF SIDEWALK OR MEDIAN INLETS - THESE SHALL BE PROTECTED OF THESE UTILITIES WITH THE OWNER OF THE UTILITY. IN 12 INCH LIFTS MEASURE PRIOR TO COMPACTION TO 95% MAXIMUM FROM SEDIMENT INTAKE UNTIL PROJECT IS COMPLETE. ELEVATION OF 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY AND ALL COST WHICH MAY ( ) GROUND 1 T O T H S A. . .. . -80. OCCUR DUE TO ANY DAMAGES CAUSED BY THE CONTRACTOR TO EXISTING DENSITY PER A.OUTSIDE INLET TOP SHALL NOT BE HIGHER THAN INLET TOP. HAY BALES UTILITIES STRUCTURES OR PROPERTY. THE CONTRACTOR SHALL COVER THE 8. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED UNLESS OTHERWISE SHALL BE INSTALLED AROUND INLET TOP. A SECOND ROW OF BALES SHALL HANDICAP PARKING ENTIRE COCTS OF REPAIR AND/OR REPLACEMENTOF SAID DAMAGES. NOTED ON THESE PLANS. ALL GRASSING SHALL BE PERFORMED IN ACCOR- BE PLACED AROUND INLET APPROXIMATELY 4 " OUTSIDE FIRST ROW. BETWEEN SIGN SPACE. (FTP -25) 6. THE CONTRACTOR SHALL PROVIDE COMPLETE "AS-BUILTS" INFORMATION TO DANCE WITH SECTION 570 OF FLORIDA DEPARTMENT OF TRANSPORTATION ROWS 'THERE SHALL BE A DEPRESSIONS TO ACT AS A SEDIMENT BASIN. THE ENGINEER RELATIVE TO THE LOCATION AO ALL WATER LINES, WATER SPECIFICATIONS FOR RAOD AND BRIDGE CONSTRUCTION, LATEST EDITION. COMPLETED INLETS IN PAVED AREAS SHALL ALSO BE PROTECTED WITH A SINGLE 9. ALL DESIGNATED AREAS TO BE SODDED PER THE PLANS, SHALL BE PERFORMED LINE OF BALES TO PREVENT SEDIMENT INTAKE FROM OTHER AREAS. SERVICES, VALVES, SEWER LINES, SEWER SERVICES, STORM SEWER LINES, (HANDICAP H`4NDICAp 'SIGN ONLY)INVERTS OF STRUCTURES, FINAL RETENTION AREAS, FINISH LOT GRADES AND IN ACCORDANCE WITH SECTION 575 OF THE F.D.O.T. SPECIFICATIONS FOR ROAD B. CURB INTAKES - THESE INLETS SHALL BE PROTECTED FROM SEDIMENT 4 WHITE "AS -BUILT" AND BRIDGE CONSTRUCTION, LATEST EDITION. STRIPE CONSTRUCTION BENCH MARKS FOR VERIFICATION. THE.RECORDS INTAKE UNTIL THE PROJECT 1S COMPLETE. A SILT FENCE (TYPE LIQ SHALL ACCESSIBILITY: A) IN ACCORDANCE WITH. THE SHALL BE KEPT AT THE JOB SITE AND UPDATED AS THE PROJECT PROGRESSES 10. THE CONTRACTOR SHALL NOT COMPACT, STABILIZE, OR CONSTRUCT BASE BE PLACED AROUND THE PERIMETER OF THE INLET OPENING IMMEDIATELY FLORIDA ACCESSIBILITY CODE FOR BUILDING COURSE WITHIN LANDSCAPE ISLANDS OF MEDIANS. ADJACENT TO THE EDGE OF THE INLET. ALL EXPOSED SLPED MATERIAL ADJACENT EOP TWO (2) .SETS OF RECORD DRAWINGS ARE TO BE PROVIDED TO THE CITY. 11. FINISH FLOOR ELEVATIONS ARE TYPICALLY 6 INCHES ABOVE DESIGN FINISHED TO INLET. SHALL BE CO 1.5 CONSTRUCTION, 4.1.3 SECTION (1), DATED OCT. 199.6, 7. ALL HORIZONTAL LAYOUT FOR SITE CONSTRUCTION SHALL BE BASED ON THE COVERED WITH EROSION CONTROL MATTING WITH OUTER AT LEAST ONE ACCESSIBLE ROUTE COMPLYING WITH APPROVED PLAT. GRADE AT OUTSIDE PERIMETER OF BUILDINGS EXCEPT AT ENTRIES AND WHERE LIMITS PROTECTED BY A SINGLE ROW OF HAY BALES. 4" BLUE OTHERWISE SHOWN ON THE GRADING PLAN. 6. STOCKPILED MATERIALS - THIS MATERIAL SHALL NOT BE LEFT IN EROSION 0 STRIPE 4.3 SHALL CONNECT ACCESSIBLE BUILDING OR 8. THE CONTRACTOR SHALL HIRE A PROFESSIONAL TESTING LABORATORY AS 12. THE CONTRACTOR SHALL COORDINATE THE INSTALLATIONS OF UTILITY CONDUITS PRONE AREAS UNLESS PROT FACILITY ENTRANCES WITH ALL ACCESSIBLE SPACES NECESSARY TO PERFORM ALL TESTS REQUIRED BY THIS CONSTRUCTION ECTED BY COVER OR HAY BALES. w (SLEEVES) UNDER PAVED AREAS WITH EACH UTILITY COMPANY PRIOR TO BASE 7. DAILY INSPECTION - OF ALL EROSION CONTROL MEASURES AND CONDITION AND ELEMENTS WITHIN THE BUILDING OR FACILITY. AND AS REQUIRED BY ALL JURISDICTIONAL AGENCIES. INSTALLATION. 9. THE CONTRACTOR SHALL NOTIFY AMERICAN CIVIL ENGINEERING COMPANY 24 OF ADJACENT PROPERTIES SHALL BE PERFORMED BY THE CONTRACTOR DOORS ACCESSING THE BUILDING MUST BE DEPICTED HOURS IN ADVANCE PRIOR TO ANY TESTING AS INDICATED IN ITEM No. 8 13. DURING CONSTRUCTION, THE CONTRACTOR SHALL TAKE ALL REASONABLE REPRESENTATIVE AND THE ENGINEER OF RECORD. DEFICIENCIES SHALL BE LO o ON SITE PLAN. RAMP DETAILS WITH SLOPE ABOVE. MEASURES TO INSURE AGAINST POLLUTING, SILTING OF OR DISTURBING TO NOTED AND CORRECTED, OR AT THE DIRECTION OF THE ENGINEER OF RECORD. C INFORMATION SHALL BE DEPICTED ON SITE PLAN. 10. THE CONTRACTOR SHALL NOTIFY ALL APPROPRIATE UTILITY COMPANIES OF SUCH AN EXTENT AS TO CAUSE AN INCREASE IN TURBIDITY TO THE EXISTING �B) THE LOCATION OF HANDICAPPED PARKING p THE PROPOSED START OF WORK IN ACCORDANCE WITH THEIR STANDARD DRAINAGE SYSTEM AND ADJACENT WATER BODIES AND WETLANDS. THE .� 4" WHITE STALLS, LOADING ZONES, SIDEWALKS AND RAMPS ON REQUIREMENTS; INCLUDING BUT NOT LIMITED TO WATER, SEWER, POWER, CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLYING WITH ALL PERMIT CONSTRUCTION NOTES DRY POND alt SWALE RETENTION AREAS. STRIPE CONDITIONS RELATED TO SUCH MEASURES. METHODS MAY INCLUDE BUT ARE o 50:1 SITE SHALL MEET CHAPTER 316.1955 OF THE FLORIDA TELEPHONE, GAS AND CABLE TV COMPANIES. THE CONTRACTOR SHALL 1. THE CONTRACTOR SHALL INSPECT ALL EROSION AND SEDIMENT CONTROL N STATUTES AND SECTION 4.1.3 OF THE FLORIDA CHECK DAMS, SILT FENCES, HA COORDINATE THE INSTALLATION OF UNDERGROUND CONDUITS PRIOR TO NOT LIMITED TO, FLOATING SILF Y BAILS. THE MEASURES SHOWN ON THESE BARRIERS, SEDIMENTATION BASINS, SEDIMENT SYSTEMS FOR CONFORMANCE WITH THE SITE CONSTRUCTIONS PLANS AND ACCESSIBILITY CODE. CURB RAMPS SHALL NOT EXCEED 12:1 SUBBASE PREPARATION. PLANS SHALL BE CONSIDERED MINIMUM AND SHALL NOT DEVIATE THE FIELD CHANGES. BANKS AND SLOPES OF RETENTION PONDS SHALL ALSO SLOPES PARKING SPACE AND AISLE SHALL NOT EXCEED 00 o 11. FLORIDA IAW (533.851) REQUIRES THAT PERSONS MAKING EXCAVATIONS IN CONTRACTOR FROM THE RESPONSIBILITY TO IMPLEMENT ANY MEASURES BE CHECKED AFTER RAINFALL EVENTS FOR EROSION PROBLEMS. PUBLIC OR PRIVATE STREETS, ALLEYS, 50:1 CROSS SLOPE. M co RIGHT-OF-WAY OR UTILITY EASEMENTS 2. THE CONTRACTOR SHALL REPAIR ALL EROSION AND SEDIMENT CONTROL 5 1 Z' Q "' co NECESSARY TO PROVIDE PROTECTION FROM EROSION, .SEDIMENTATION AND TURBIDITY. � WITH HAND TOOLS OR POWER EQUIPMENT MUST FIRST OBTAIN INFORMATION SYSTEMS AS REQUIRED FOR CONTINUED FUNCTION, RE -GRADE IF REQUIRED E--1 ON THE THE LOCATION OF UNDERGROUND GAS PIPE LINES. THE CONTRACTOR TO MAINTAIN DESIGN CONFIGURATION. ADD SOD AND SILT FENCES AS SHALL NOTIFY THE GAS UTILITY A MINIMUM OF 48 HOUR AND A MAXIMUM OF CONSTRUCTION NOTES DRAINAGE: REQUIRED TO PREVENT SILTATION FROM EXITING THE SITE, NOTE: 5 DAYS PRIOR TO EXCAVATION. 3. MOW RETENTION AREAS REGULARLY TO MAINTAIN WEED AND OVERGROWTH N I"'I 12. ALL WORK SHALL SHALL BE OPEN TO AND SUBJECT TO INSPECTION BY 1. ALL DRAINAGE RELATED CONSTRUCTION SHALL BE PERFORMED 1N ACCORDANCE CONTROL. PARKING STALLS SHALL BE MARKED WITH WHITE& BLUE PAINT PER FLORIDA ACCESSIBILITY CODE � v AUTHORIZED PERSONNEL OF THE CITY, COUNTY, STATE, OWNER AND ENGINEER. WITH THE '3T. JOHNS RIVER W.M.D. PERMIT ISSUED FOR THIS PROJECT. 4. INSPECT RETENTION AREAS PERIODICALLY FOR ACCUMULATION OF DEBRIS 13. ANY PROPOSED FIELD CHANGES WHICH SUBSTANTIALLY DEVIATE FROM THIS PLAN 2. ALL DRAINAGE_ STRUCTURES SHALL BE CONSTRUCTED IN ACCORDANCE WITH AND TRASH. PROPERLY DISPOSE OF ALL DEBRIS AND TRASH IN RETENTION SECTION 4.6.1. � � SHALL BE APPROVED BY MAITLAND AND THE ENGINEER PRIOR TO THE F.D.O.T. STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, AREAS AND CONVEYANCE SWALES. tom. CHANGE BEING MADE IN THE FIELD. LATEST EDITION. 5. INSPECT RETENTION AREA BOTTOMS FOR DEPOSITS OF SAND AND/OR SILT 2" 14. UPON NOTICE FROM THE CONTACTOR THAT THE CONSTRUCTION IS COMPLETE 3. ALL STORMWATER DRAINAGE PIPES SHALL BE REINFORCED CONCRETE AND REMOVE. If AND READY FOR ACCEPTANCE, THE ENGINEER SHALL MAKE FINAL INSPECTION PIPE (ASTM C-76, CLASS III). 6. PERCOLATION PERFORMANCE SHALL BE EVALUATED YEARLY FOR EACH DRY F70-25 1 >� R AND NOTIFY THE CONTRACTOR AND OWNER OF ALL INCOMPLETE AND/Oft RETENTION AREA. THE RETENTION AREAS SHALL PERCOLATE STORED WATER z - NOTE: (HANDICAP SIGN ONLY} �/ W DEFECTIVE WORK. THE CONTRACTOR SHALL CORRECT ALL SUCH ITEMS TO THE WITHIN 72 HOURS OF.THE END OF THE DESI-aN RAINFALL EVENT. BOTTOM - ' / SATISFATION OF THE ENGINEER AND OWNER. ALL REGULATORY AND GOVERNMEN- MAINTENANCE SHALL BE PERFORMED AS REQUIRED BY EXERCISING THE FOLLOWING i . ALL LETTERS ARE 1" SERIES "C PER TAL AGENCIES WHICH REQUIRE FINAL INSPECTIONS SHALL HAVE BEEN CONTACTED PROCEDURE: R ..I BY THE CONTRACTOR AND HAVE INSPECTED AND APPROVED THE PROJECT PRIOR,�--,,,. A. REMOVE 4 TO 6 INCHES OF RETENTION AREA BOTTOM MATERIAL AND MUTCD. r.,., �---•I _ TO ACCEPTANCE BY THE OWNER. CONSTRU�,,0N NOTES PAVING. SCARIFY EXCAVATED BOTTOM. W a 15. THE CONTRCATOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO CONTROL DUST, 1 ALL PAVEME B. REPLACE EXCAVATED MATERIAL WITH CLEAN SAND MATERIAL" TO 2. TOP PORTION OF SIGN SHALL HAVE REFLECTORIZED MUD AND EROSION DURING CIONSTRUCTION AND SHALL PROTECT ALL ADJACENT A CONSTRUCTION SHALL BE IN ACCORDANCE WITH SEMINOLE DESIGN GRAD AND SEED AND MULCH F'ER ORIGINAL DESIGN. ENGINEERING GRADE BLUE BACKGROUND WITH PROPERTIES AND RIGHTS-OF-WAY FROM DAMAGE BY EROSION, SEDIMENTAION COUNTY CONSTRUCTION SPECIFICATIONS & FDOT SECTIONS 300-6.1 & 311-5.2.. ( ( ) 2. CONTRACTOR IS RESPONSIBLE FOR GRADING ALL PAVEMENTS TO DRAIN POSITIVELY. I WHITE REFLECTORIZED LEGEND AND BORDER. OR OTHER POTENTIAL CONSTRUCTION RELATED CAUSES. � ► r , � INTERSECTIONS SHALL BE TRANSITIONED TO PROVIDE A SMOOTH DRIVEWAY. 16. THE CONTRACTOR SHALL TAKE CARE DURING THE CONSTRUCTION TO AVOIR ANY GRADING QUESTIONS OR CONCERNS SHALL BE MADE KNOWN TO THE i8 c DISTURBING ANY EXISTING SURVEY MONUMENTS. ANY MONUMENT DISTURBED 3. BOTTOM PORTION OF SIGN SHALL HAVE A BY THE CONTRACTOR SHALL BE RESET AT THE CONTRACTOR'S EXPENSE BY ENGINEER SO THAT RECOMMENDATIONS CAN BE MADE PRIOR TO PAVING OR FINAL GRADING. CONSTRUCTION NOTES EROSION CONTROL: PARKING BYREFLECTORIZED ENGINEERING GRADE) WHITEr - THE PROJECT SURVEYOR. 1. APPROVED EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSTALLED BACKGROUND WITH BLACK BORDER. 17. ALL IMPROVEMENTS SHOWN ON THESE PLANS SHALL BE CONSTRUCTED IN PRIOR TO ANY CLEARING, GRADING, EXCAVATION, FILLING OR OTHER LAND DISABLED SUBSTANTIAL CONFORMANCE WITH INFORMATION SHOWN ON THESE PLANS. ANY PAVING SPECIFICATIONS: ASPHALT PAVEMENT DISTURBING ACTIVITIES, EXCEPT THOSE OPERATIONS NEEDED TO INSTALL SUCH CONFLICTS WHICH RESULT IN CHANGES TO THE PLANS SHALL BE BROUGHT TO 4. ONE SIGN REQUIRED FOR EACH PARKING SPACE. THE ATTENTION OF THE ENGINEER PRIOR TO FIELD CHANGES. MINOR ADJUST- 1. SPECIFICATIONS FOR THE INTERNAL PAVEMENT ARE AS FOLLOWS: MEASURES OR UNDERGROUND UTILITIES INSTALLATIONS. PERMIT MENTS CAUSED BY VARYING FIELD CONDITIONS, INCLUDING CHANGES AND 1SUB-BASE REQUIREMENTS: (FOR SOIL CEMENT BASE) 2. SEDIMENT AND EROSION CONTROL MEASURES SHALL BE INSTALLED AND ONLY � 5. HEIGHT OF SIGN SHALL BE IN ACCORDANCE WITH A). COMPACT TO 95% OF AASHTO T-180 FOR TOP 12 DEPTHS OF BERMS AND SWALES MAY BE MADE WITH THE APPROVAL OF THE " MAINTAINED IN ACCORDANCE WITH THE MANUAL FOR EROSION CONTROL (LATEST ENGINEER IF IT IS DETERMINED THAT THE BASIC DESIGN INTENT IS MET. EDITION). SECTION 24-23 OF THE MANUAL ON UNIFORM 3. SEDIMENT AND EROSION CONTROL MEASURES SHALL BE INSPECTED DAILY BY 18. ALL LOCAL, AND STATE AND FEDERAL ORDINANCES, POLICIES AND OR OTHER BASE REQUIREMENTS: �� TRAFFIC CONTROL DEVICES MUTCD BASE THICKNESS = 8 THE CONTRACTOR AND NEEDED REPAIRS OR MAINTENANCE SHALL BE COMPLETED REGULATIONS REGARDING TEMPORARY BARRICADES, LIGHTS, SIGNALS, SIGNAGE, A). COMPACTED TO 95% OF MAX. DENSITY AS DETERMINED BY BEFORE WORK STOP FOR THE DAY. ETC., SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. SAFE AND AASHTO T-1804. TEMPORARY SEDIMENT TRAPS ARE ACCEPTABLE AS LONG AS THE INLET IS T$�/250 FINE 6» CONVENIENT MEANS OF ACCESS AND EGRESS TO ALL PARTS OF THE PROJECT SURFACE COURSE: PROPERLY SCREENED WITH HAY BALES AND LOW ENOUGH IN ELEVATION FOR CITY ORD,321 SHALL BE MAINTAINED BY THE CONTRACTOR. 1.50" FDOT ASPHALT CONCRETE TYPE III RUNOFF TO ENTER THE STRUCTURE. NOTE: FOR LIMEROCK BASE ADD STABILIZATION TO SUB -BASE ITEM. 5. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE CONTINUOUSLY MAINTAINED BY THE CONTRACTOR DURING THE CONSTRUCTION PHASE OF THIS PROJECT UNTIL ACCEPTED BY THE OWNER, CONSTRUCTION NOTES WATER DISTRIBUTION: 2. SPECIFICATIONS FOR CONSTRUCTION ARE TO BE IAW FDOT SECTION 300-6.1: 6. FAILURE TO PROPERLY INSTALL AND MAINTAIN EROSION CONTROL PRACTICES CLEAN THE SURFACE TO BE PRIMED AND ENSURE THAT THE SHALL RESULT IN CONSTRUCTION BEING HALTED. TYPICAL 1. ALL WATER DISTRIBUTION SYSTEM RELATED ITEMS SHALL BE CONSTRUCTED MOISTURE OF THE BASE DOES NOTE EXCEED 309' OF THE 7. SEDIMENT BARRIERS SHALL MEET D.O.T STANDARDS. I I P ((�IAL HANDICAP PARKING <IN ACCORDANCE WITH THE CITY OF SANFORD PUBLIC UTILITIES REQUIREMENTS, OPTIMUM MOISTURE. ENUSRE THAT THE TEMP. OF THE PRIME 8. EROSION CONTROL MEASURES WILL BE MAINTAINED AT ALL TIMES. ADDITIONAL AND FLORIDA DEPT. OF ENVIRONMENTAL PROTECTION. COAT /S ® 150 DEGREES. APPLY THE PRIME COAT WITH A EROSION AND SEDIMENT CONTROL MEASURES WILL BE INSTALLED IF DEEMED SIGNAGE REQUIREMENTS. PRESSURE DISTRIBUTOR. THE PROPOER APPLICATION SPREAD NECESSARY BY ON SITE INSPECTION BY THE ENGINEER OF RECORD. JIG NAG J V)2. ALL MATERIALS FURNISHED BY THE CONTRACTOR UNDER THIS SECTION RATE WILL BE AT LEAST 1% WHICH IS SUFFICIENT TO COAT THE 9. ALL CORRUGATED METAL PIPES SHALL BE FULLY BITUMINOUS COATED. _Li.) SHALL BE NEW, HIGH GRADE AND FREE FROM DEFECTS. BASE MATERIAL UNIFORMLY WITH NO EXCESS. 10. ALL SEEDING FOR TEMPORARY STABILIZATION SHALL BE DONE AS EACH AREA Q �. 3. PRESSURE AND LEAKAGE TESTS FOR NEWLY -INSTALLED WATER DISTRIBUTION IS MADE READY. r a SYSTEM PRESSURE PIPES AND APPURTENANCES SHALL BE PERFORMED 3. SPECIFICATIONS FOR CONSTRUCTION ARE TO BE IAW FDOT SECTION' 311-5.2. z p IN CONFORMANCE WITH CITY, COUNTY AND FDEP STANDARDS, POTABLE APPLY SAND UNIFORMLY AND FREE OF FOREIGN MATERIAL. THEN WATER TEST PRESSURES SHALL BE 150 PSI; DURATION OF TESTS' Q IS TO BE 2 HOURS. TESTS TO BE .CONDUCTED PURSUANT TO AWWA C600 ROLL THE ENTIRE PRIMED AND SANDED. AREA WITH A RUBBER �,�' �, (f') z � O DUCTILE IRON PIPE AND 90% TIRE TRAFFIC ROLLER. PR/OR TO PUTTING DOWN THE ASPHALT OF THAT ALLOWABLE LEAKAGE FOR PVC PIPE. � � �'°� �j � ('� V- 4. DISINFECT POTABLE WATER MAINS IN ACCORDANCE WITH AWWA C651 SWEEP THE ENTIRE AREA OF EXCESS SAND TO PREPARE FOR - STANDARD PROCEDURES FOR DISINFECTING WATER MAINS. PAVING. 5. ALL PVC PIPE MUST BEAR THE NSF LOGO FOR POTABLE WATER USE. '�, ` Z 0 O 6. ALL WATER LINES SHALL BE INSTALLED IN A DRY TRENCH. SEDIMENT AND EROSION CONTROL PLAN �O' ►rah 0- 0 F-- W z PAVING SPECIFICATIONS: CONCRETE PAVEMENT 1' BELOW GRADE 1. PRIOR TO POND EXCAVATION, TURBIDITY BARRIERS (SILT V C) FENCE AND/OR SECURED HAY BALES MUST BE INSTALLED where curb ramps aro constructed In existing sidewalks with Z z CONSTRUCTION NOTES SANITARY SEWER SYSTEM: 1. SPECIFICATIONS FOR THE INTERNAL DRIVES AND PARKING AREA ARE AS FOLLOWS: CURB RAMP NOMENCLATURE aldswalk or utility strip slopes greater than 2% or the sidewalk O BASE REQUIREMENTS: ALONG THE PERIMETER OF ALL EXCAVATIONS. is too high to most the 1:12 ramp slope the akfewdk shall be Z 1. ALL SEWER COLLECTION SYSTEM RELATED ITEMS SHALL BE CONSTRUCTED SILT FENCE PICTORIAL VIEW reconstructed as necessary to reduce the slopes to 2% at A). COMPACT TO 95% OF AASHTO T-180 FOR TOP 12". 2. ALL TURBIDITY BARRIERS WILL REMAIN UNTIL THE ENTIRE the Aare point and match the ramp slope. IN ACCORDANCE WITH CITY STANDARDS, THE FLORIDA DEPARTMENT B). STABILIZE TOP 6" TO 75 PSI FLORIDA BEARING VALUE. _I OF ENVIRONMENTAL PROTECTION, AND HEALTH DEPT. REQUIREMENTS. DRAINAGE SYSTEM CONSTRUCTION AND SODDING IS COMPLETE. SIDEWALK / UTILITY STRIP L1J 2. IF UNSUITABLE MATERIAL IN THE VICINITY OF SANITARY SEWER LINE ARE PAVING SURFACE: r 3. THIS PLAN IS THE MINIMUM REQUIREMENTS, CONTRACTOR MUST TRANSITION FOUND DURING CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY THE 5.0" 3000 PSI FIBERMESH CONCRETEri C� EdDetectable w ENGINEER WHO WILL DIRECT THE CONTRACTOR TO REMOVE THE UNSUITABLE ADD ADDITIONAL EROSION CONTROL METHODS IN EXTREME CASES. Edge or Deectae arning f y � . Dome Pattern Shall Be In-line MATERIAL AND PREPARE THE TRENCH AND INSTALL THE SEWER LINES IN with Direction Of Travel ACCORDANCE WITH ASTM D-2321. 2. CONTRACTOR TO PROVIDE ENGINEER WITH DRAWING OF PROPOSED 4. SILT FENCE TO BE 1' BELOW GRADE. 3. ALL SEWER MAINS SHALL HAVE A MINIMUM OF 3 FEET OF COVER OVER SAW CUTS, CONTROL JOINTS AND EXPANSION JOINTS LOCATIONS FOR THE PIPE TO FINISH GRADE. ENGINEERS APPROVAL (2) 1 X 1 X 4" POSTS THROUGH EACH HAY w O 0.0' BALE. HAY BALES TO BE LAID SIDE BY SIDE. Truncated Dame or HAY BALE BARRIERO O (see WON) I Integra 000 1J� 0 o O o TRUNCATED DOME OMA H. SKELTON, P.E. ATE OF FLORIDA PLAN VIEW REG. NO. 42752 All sidewalk curb ramps shalt have detectable warning surfaces that extend the full width FILE NAME: DELPHINI of the ramp and in the direction of travel 24 Inches (610 mm) from the back of curb. CURB RAMP DETECTABLE WARNING SURFACE Jona # 05440 SHEET::. 2 OF: 8 VICINITY MAP N. T. S. No TES: P.L-AT OF �. SURVEY 1. BEARING STRUCTURE BASED ON THE EAST LINE OF THE SW 1/4 OF SEC77ON 31-19--33 BEING. N00'12'52"W N 2. THIS SURVEY REFLECTS ONLY MATTERS OF RECORD AS PROVIDED BY THE CLIENT OR O/VD� CLIENTS REPRESENTATIVE Beg, in center of Beardall Avenue at apt. 219.4' North of SE Corner of SE1/4 of J. THIS SURVEY WAS MADE ON THE GROUND. THE UNDERGROUNDUTILITIES SHOWN SW1/4 of 33-19-31 Run W 993' , N 219.4' E 993' S 219.4' to Beg (Less Beg. 438.8' THE N of SE Corner of SE1/4 of SW1/4 of 33-19--31 Run W 133' s59.4 E133' N 59.4 to HA VE BEEN LOCA TED FROM FIELD SURVEY INFORMA TION AND EXISTING DRA WINGS THE SURVEYOR MAKES NO GUARANTEE THAT THE UNDERGROUND U77LI77ES SHOWN COMPRISE Beg. & Less E 25' for Road) NrAu1 s ALL SUCH U77LITIES IN THE AREA, EITHER /N SERVICE OR ABANDONED. THE SURVEYOR FURTHER DOES NOT WARRANT THAT 7HEUNDERGROUND U77LI77ES SHOWN ARE IN THE Together with: EXACT LOCATION INDICATED ALTHOUGH HE DOES CERTIFY THAT THEY ARE LOCATED AS ACCURATELY AS POSSIBLE FROM INFORMATION AVAILABLE. THE SURVEYOR HAS NOT Leg Sec 33 Twp 19S Rge 31 E Beg 438.8 Ft. N of S 9 Cor Run W 133 Ft. S 59.4 Ft. PHYSICALLY LOCATED THE UNDERGROUND UTILITIES E 133 Ft, N 59.4 Ft. to Beg (Less Rd), Seminole County, Florida. VJMu OR 4. THIS SITE /S NOT IN A FLOOD PRONE AREA, IT /S /N ZONE X, AN AREA OF MINIMAL Less the East 336.50' feet thereof FLOODING BASED ON FLOOD INSURANCE RATF MAP, PANEL NO. 120289 0065 E, HAVING SiTE AN EFFECTIVE DATE OF APRIL 17, 1995, SEMINOLE COUNTY, FLORIDA. Being more partuicularly described as follows: 5. ACCORDING TO FLORIDA STATUTFS, CHAPTER 472.025, A LAND SURVEYOR SHALL Commence at the Southeast corner of the Southwest 1/4 of Section 33, Township 19 NOT AFFIX HIS SEAL OR NAME TO ANY PLAN OR DRAWING WHICH DEPICTS WORK WHICH South, Range 31 East; run thence NOD"12'52"W along the East line of said Southwest ,�, f." AVE HE IS NOT LICENSED TO PERFORM OR WHICH IS BEYOND HIS PROFESSION OR SPECIALTY 1/4, a distance of 219.40 feet; thence N89'56'15"W parallel to the South line of sold THEREIN. THEREFORE, WE ARE UNABLE TO t<ER77FY AS TO MUNICIPAL ZONING Southwest 1/4, a distance of 25,00' to the West right--of--way line of Beardal! COMPLIANCE, INTERPRETATION OF ZONING CODES OR THE DETERM/NA77ON OF VIOLATIONS Avenue; continue thence N89"56'15"W a distance of 336.50 feet for a Point of THEREOF Beginning; Continue thence N89'56'15"W a distance of 631.50 feet; thence N00'12'52"W a distance of 219.40 feet thence S6956'15"E a distance of 631.50 feet; 6. THIS SURVEY MADE WITHOUT BENEFIT OF COMMITMENT FOR T7TLE. LEGEND thence SOO.12 52" E ,a distance of 219.46 feet to the Point of Beginning. GRAPHIC SCALE o - AIR RELEASE VALVE 7. ELEVATIONS BASED ON SEMINOLE COUNTY DATUM BENCHMARK #12 BEING 25.659 -4 -AUTO SPRINKLER Contains 138,549 square feet or 3.181 acres more or less. 8C BBOOTTTTOM OFBANK - BACKFLOW PREAWTER I SECTION 33-19- 1 BLK -BLOCK (NGVD 29) NE CORNER. SW FND N&D BENCHMARK o 1530' 6 aJO0 8OLLAAR� BPC - BURIED POWER CABLE CALC - CALCULATED C&M - CALCULATED & MEASURED if 3 O f A - CEN7RAL ANGLE CSW - CONCRETE BLOCK WALL �b �° ry � o NOT PLATTED tike CF – CONCRETE VERED FLUMF'E CHW - CONCRETE NERD WALL LINN f CHAiN K FENCE CENTERUNE SET 5 CM - CONCRETE MONUMENT EAST 993' DESC CMP - CORRUGATED METAL PIPE i SET 8/B" !R 4 LB +#TS IR CO - CLEAN OUT LB 75 163 CONC -CONCRETE �� ,i J._ 161 160 \ © 737 .135 ' 82 181 762 172 133 132 P.O.B. COVD -COVERED , zoo ; o p c o o LESS CP - CONCRETE PAD b 15.?0' O 131 DESC DdtM - DEEDIISC MEASURED o _-_-- __-- TOGETHER WiTN CW - CONCR TE WALKWAY i ! ,9 TION �a 6 S 8 956'15" E 631.50' D&M �o ° 178 00_)x` 4 WEST 33 DEsc - oEsaei EEA T N i t�4j _ �" �' 139 138 `" 174 o�� TOGETHER WITH-- DOT INLET 177 ti w ► w I DP - DUMPSTER PAD N Ni o 1c) NOT INCLUD D o DW -DRIVEWAY h 40 { v d EB ELECTRICAL BOX 176 1 v) LC)- ESMT EASEMENT - EDGE OF PAVEMENT 75 i oh 69 ll3 RM - FLOOD INSURANCE RAIr MAP C o o I Q FFE - FINISHED FLOOR ELEVA77ON 7.37' Z FH - FIRE HYDRANT N ; FL - FLOW LINE t�' -FLOOD LIGHT 0 c -EAST 133' JESO FOC - FIBER OPTIC CABLE FND - FOUND 742 143 NOT PLATTED , � � \����. � --------- ---- --� ,�---- i oFP -FLAG POLE s 2 �� EAST wm. C - GAS METER `. - GUY WIRE ANCHOR HANDICAP PARKING 27- Ln I ! fig• "j '"'-1 INV - HANDICAP EL�� ON IP - IRON PIPE ®_ ROD - IRONiSTi7RM JUNC77ON BOX 27--------- L - ARC LENGTH 27 2 ' mGHT POLE --------------------------------Ly• h� W SA - LILANDSCAPED ----------------------------- o ti of i� MEAS MEASURED REA � N MF - METAL FENCE VA G A N T h1 ` ., �` of ML METAL UD 26 J ,�i WOODED s i� Ms - METAL SHED 2�s�p= tau t lLS3' tX° ® s �—}- MITERED END SECiTC7N Q g qi 4 �1 M fj - MONITORING WELL Nddy -� NAIL &DISK '°'"� TREE CHART NcvO NAnoNAL GEDDEII rnN o (@316 { '-- VERTICAL DATUM NTS - NOT ro SCALE -------__ _ „� - 66 48" OAK J167 - __---------- --�--- ---70-- W {� � I 67 - 40" OAK 54 6s - 20 2 22 4oAK OHE - OVERHEAD ELECTRIC OAK OL cr l i rh 17' ('� 77 zo- ON LINE 76 ' OAK ORB - OFFICIAL RECORDS BOOK O N 64> OA -0 `� ' `i 78 30" PINE OW - OVERHEAD WIRE 137 -32 - 32" OAK cV l v OW - OVERHEAD WALKWAY N T _ '`� OAK LAJ 133 278,. OAK PB - PLAT BOOK 135 21 OAK PC - POiNT OF CURVATURE 138 -14 OAK< PDOT - PER DEPARTMENT of 2 N C) 739 24° OAK TRANSPORTAnON R/W MAP i ( 140 - 40 OAK PEP -PER ENGINEERING PLANS 142 24" OAK /_ 77 q C�1 : 26 1OINT OF INTRSEC77ON 49 - 30" OAK P&M -PPLAT & MEASURED 166 � _ 143 S2" OAK PG PAGE _-- 160 22" - POINT OF COMMENCEMENT tss 24° OAK POB -POINT OF BEGINNING 27--- - \ I 161 - 28" PALM PDC OAK PP - POWER POLE 162 30" OAK NOT PLATTED ti61 i' ► pjh .� ..�,�. .. 163 - 48" OAK PT - PARKING SPACES 76 h &M B,BNCEMAM if. 67 164 - 30" OAK PT - POINT LAS Cf TANGENCY PVC - PLAsnc PIPE LOCA77 NV 169 z4" OAK R - CURVE RADIUS '� i66 22" PINE �. �, ��. if 167 22 OAK SET "73 I.R. �6. 1 - -- ATTON E1 EY 72 - 20"' OAK RCP - RET HT D CONCRETE PIPE LB r447tf ---- --------------2 ---- �,_ ALSO 68 N $956')5" W 631.50' D&M �s o73 - 30" OAK R - RIGHT OF WAY N _ - 774 22" OAK ALSO s7 0 las 148 � - Zg.y� � I ns - 20 OAK SANITARY MANHOLE L O '1 rye. L0, N t!t N6883'38"W 336.lf' Op�•ip P.O.B.PO176 20" oAK (a70N,t.t2"W) 0 77 30 OAK SANITARY LINE ALSO OO $ 8B 48' OAK 30 OAK SN — SIGN b�> j hs ��3 7 ------24-- ---------00-00 - SPOT ELEVATM LB Sx; . • -- -- I / ' '� --- -- - - 24- .t1 .+ 182 20" PALM -$D- - STORM RAINLINE �RDC.R . - .n 199 24" OAK 6 LB TS k ^ d SET 5/8' IR . f zoo - zo" OAK -- STORM MANHOLE' Q/& lR WEST 993' DESC 44 5 8" ALSO �y. *0 24.9 25' i ALSO FND 1" !P -T- - UNDERGROUND TELEPHONE FND. 1" IP ``' _--- ---- ----------2B LOT 4 � LOT 5 �---��- LOT 4 � � �, � I LOT 5 �� NO ,� � - STORM INLET NUMBER ; LOT 4 1' __/ �� (aisw, amv) Ta - TOP OF BANK (2.11'N.0.77 E) ?6' SITE BENCHMARK # 1 BLOCK A � N �� Q � � TP - TRAFFlC POE t ,�-��� i W V -A- - TRAFFIC SIGN " X4"C» ��10 W I 25 ` f., o W�! ®- TRANSFTIRMERfJUNCTiON BOX ELEVATION = 26.55 L-LiI 4 d °i �! TR - TELEPHONE RISER BLOCK B N TSB - TRAFFIC SIGNAL BOX "g L1,� g g g 3 N I TV - 77 ALE tV WiRE FL YN T SUBDIVISION N x - TYPICAL .�. w TE - UTILITY EASEMENT i— PB 8, PG 36 a- r Z UP – UnUlY POLE L ( J L. _ BLOCK �+ o -W- - WATER LINE Oz WOLF - WOOD t�CE Ln n i--- MAO O I W5 - W2)00 SHED r ^ -1- - WATER MELEE ► t -- + -WATER METER ® -NUMBER EASEMENT NUMBER SW CORNER. SW /4 cv3i FNDN&D Current BOUNDARY SURVEY DATE.3 16 o� SEKINOLE COUNTY '.-.T.E RDA 46 - �__ _ per Florida Statutes 69G17--6.003 2d - - - -- - ----�-- � 0 R W� DA 7E: REVISION 89 N 56'15" W 2661.37' MEAS s LINE sW 'A P.O.C. S SECTION 33-1®-31 E' GORNER, 5E 1/4, SW :4j-- 114, SECTION 33-19-31 S 1/4 CORNER. SEC770N 33-19-31 ;, FND 1' !R NO *4 THIS SURVEY MEETS THE "MINIMUM TECHNICAL STANDARDS" AS REQUIRED BY CHAPTER 61 G17--6, BOUNDARY, TVPO/RAP1C pTREE J UD T Y FLORIDA BOARD OF LAND SURVEYORS, PURSUANT TO SECTION 472.027 OF THE FLORIDA STATUTES. SCALE: 1 " 30'APPROVED BY. OrLa?%do 17-ic. o CF X31-19-33PARCEL125&1250 , LB 447„ FIELD DATA': 03 16 D5 DRAWN BY: JCB. JLS PREPARED FOR: Orlando, Florida 3,28 03 D.E'LPhrIN1.DLTIL.D.�.�S' M FLORAND THE oRtgNAt RA PRONE FAXFAX"Not VALiD N�THOUt iNE SIcNAn1RE ISED pp LC7CATioN: 2450 BEARD LL AVENUE FILE NUMBER: �' 8 9 4 - 6314 4 0 7HIS IDA LICENSED SURVEYOR AND APPER." 3 �F U SANFORD, FLORIDA 313-19-31 (40) 8 9 7"3 7 7 ( SEAL OF T VI CINI T T MAP N. T. S. NOTES: TPLA TIF S QTR VE Y HUGHEY S1' 1, BEARING STRUCTURE BASED ON E LINE OF THE SW QUARTER OF SECTION 33-19-31. 2. THIS SURVEY REFLECTS ONLY MATTERS OF RECORD ,AS PROVIDED BY THE CL/ENT OR CLIENTS REPRESENTATIVE. N 3. THIS SURVEY WAS MADE ON THE GROUND. THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED EXISTING DRAWINGS. THE SURVEYOR MAKES NO GUARANTEE THAT THE The East 336.50 feet of the Following: LINCOLN ST FROM FIELD SURVEY INFORMATION AND UNDERGROUND UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN SERVICE OR ABANDONED. THE SURVEYOR FURTHER DOES NOT WARRANT THAT THE UNDERGROUND UTILITIES SHOWN ARE /N Beg. In center of Beardall Avenue at a pt. 219.4' North of SE Corner of SEf/4 of SW1/4 of 33-19-31 Run W 993' , N THE EXACT LOCATION INDICATED ALTHOUGH HE DOES CERTIFY THAT THEY ARE LOCATED AS ACCURATELY AS 219.4 E 993 S 219.4 to Beg (Less Beg. 438.8 N of SE Corner of SE114 of SW 1/4 of 33-19-31 Run W 133 s59.4 MAIN ST POSSIBLE FROM INFORMATION AVAILABLE. THE SURVEYOR HAS NOT PHYSICALLY LOCATED THE UNDERGROUND E133 N 59.4 to Beg. & Less E 25 for Road) UTILITIES. Together with: 4. THIS S/TE IS NOT /N A FLOOD PRONE AREA, IT /S /N ZONE X. AN AREA OF MINIMAL FLOODING BASED ON FLOOD INSURANCE RATE MAP, PANEL NO. 120289 0065 E HAVING AN EFFECTIVE DATE OF APRIL 17, 1995, Leg Sec 33 Twp 19S Rge 31 E Beg 438.8 Ft. N of S ,Y Cor Run W 133 Ft. S 59.4 Ft. E 133 Ft. N 59.4 Ft. to Beg YYASNr SEMINOLE COUNTY, FLORIDA. (Less Rd), Seminole County, Florida. DR 5. ACCORDING TO FLORIDA STATUTES, CHAPTER 472.025, A LAND SURVEYOR SHALL NOT AFFIX HIS SEAL OR Being more porticu/orly described as follows: < NAME TO ANY PLAN OR DRAWING WHICH DEPICTS WORK WHICH HE /S NOT LICENSED TO PERFORM OR WHICH IS BEYOND HIS PROFESS/ON OR SPECIALTY THEREIN. THEREFORE, WE ARE UNABLE TO CERTIFY AS TO Commence of the Southeast corner of the Southwest 1/4 of Section 33, Township 19 South, Range 31 East, run thence MUNICIPAL ZONING COMPLIANCE, INTERPRETATION OF ZONING CODES OR THE DETERMINATION OF V10LATIONS N00'12'52"W, along the East line of said Southwest 1/4, o distance of 219.40 feet, thence N89'56'15"W parallel to the NE CORNER, Sw 1/4, THEREOF. South line of said Southwest 1/4, a distance of 25.00 feet to the West right-of-way line of Beardall Avenue for a Point SECTION 33-19-31 SITE of Beginning; thence continue N89'56'15"W a distance of 366.50 feet; thence NOO'12'52"W a distance of 219.40 feet, FND N&D 6. THIS SURVEY MADE WITHOUT BENEFIT OF COMMITMENT FOR TITLE. " 77NKLEPAUGH thence 589'56 15 E a distance of 366.50 feet to said West right-of-way line of Beardall Avenue; thence 500'12 52" E .along said West right-of-way line a distance of 219.40 feet to the Point of Beginning. Contains 73,827 square feet or 1.695 acres more or less. ESR 46, CO RD 426, ENEVA AVE - SET 5/8" I.R. LB 14475 CLF & �RAPHTC SCALE LEGEND NOT PLATTED FND 1 1/4- IP 0 - AIR RELEASE VALVE Q� NO j � I (1.01'N, 78'W) "{ -AUTO SPRINKLER BB - BOTTOM OF BANK �I I SC BACK OF CURB 6' CLF BACKFLOW PREVENTER SET 5/8- IR 1q: EAST 993' DESC 0 10/ 20 40/ C, 0 SM - BENH MARK LB4475 re T re T ra rR T re re-- Ta � TB--TR rs rz rR o -BOLLARD 133 132 ae e CC aR eR A COrR rg ra _- rR rR ra- BPC - BURIED POWER CABLE h gR e� g &a `' ra �° P.O.B. cALc CALCULATED 13 7," yl 35 r �( 1' a eR �p a rR rte_- � 1� 4 O ( o < 15.2 ,n s 8 _ swALE BR B� �4 •�•� �i • l�� �� • �r • •� �Y�r �r • • �r �� i�s_.1�� �� �•� o .� • i �• • • �� Fi -r- _ •- e?i-"� • m ry_ti LESS, // -- / CdtM - CALCULATED dt MEASURED �6 e ry -- - - TOGETHER WITH 1 2 0 a - CENTRAL ANGLE CBW - CONCRETE BLOCK WALL � I � /�'�1+ ,R rR WEST 133 DESC 297 `b _ 3 - 336.50 DESli Ta ra T ro Ta Te To T ra R ro _ r� Te �° r CF - CONCRETED CONCRETE - - " 0 T T&_ TB---- CO m ( CHW -CONCRETE HEAD WALL O 0.5 0 48.3 SN89 56 15 E 336.50 D&M �c� CLF - CHAIN LINK FENCE • 38 I w i - CENTERLINE • o CM - CONCRETE MONUMENT I I U I v COP - CLEAN OUTD METAL PIPE LO CONC - CONCRETE I'00 U I W LESS p o COVO - COVERED o TOGETHER WITH ¢ CP - CONCRETE PAD I 299 OQ I o CW - CONCRETE' WALKWAY m D&M - DEED/DESC & MEASURED • I I I I U DE - DRAINAGE EASEMENT W = DESC - DESCRIPTION I I J- DOT INLET ' I 49.43' .� 'toO is • 25' Z <F DID DW - DRMIVEWAY PSTER PAD .._ - -- N (MO - ELECTRIC METER ES - ELECTRICAL BOX t-� ESMt -EASEMENT O �� E/P - EDGE OF PAVEMENT • I ( FIRM FLOOD RATE MAP INSURANCE I, ( EAST 133' DESC FTE - FINISHED FLOOR ELEVATION • �r �� • err • �r • •r�� • 1 • N FH - FIRE HYDRANT • I © FL - FLOW LINE `& - FLOOD LIGHT '� -FOUND N N ? I J FOC - FIBER OPTIC CABLE EAST 336.50'I L/ of?- FLAG POLE • i -G - GAS LINE I, m { GAS METER �j SEPTIC I GUY WIRE ANCHOR �2' 2 TANKd [`� -HANR ICA PARKING HR HANDICAP AMP INV - INVERT ELEVATION /P IRON PIPEi v ! IR - IRON ROD ® - STORM JUNCTION BOX I v v I 21.35' _ _ 44.5 I , i L - ARC LENGTH c¢sn ( .._. # - LIGHT POLE U ©� -� U I N I T O CJ c4 MEAS - MEASURED • aq 34.5 i LSA - LANDSCAPED AREA LLI (/) ( � MF - METAL FENCE o� O Li 1 I I�P o LTJ • I v Qlj ML -METAL LID J o`Ii I 7.8' �, Q 6 0 ~ O m MS - METAL SHED o I [� - MITERED END SECTION CL Z N I I N N OGS( I N c} Vz O - MONITORING WELL N ��' S W W m N&D - NAIL & DISK �• I I co �� �I CN CD m �I �� NIS VERTICAL DATUM GEODETIC O N " 30.4 tO 4.1 '�0 QO V N N 05 - NOT TO SCALE �I z o N �-- -- -- - --' o 5 P I o �-1 OHE - OVERHEAD ELECTRIC Z «j 42.4 ( OL - ON LINE - - 077�- J '"y ORB -OFFICIAL RECORDS BOOK 13.6 MCP - �,, w OW -OVERHEAD WIRE OWK - OVERHEAD WALKWAY I 4.4' 3' CW " o ! [�� PS - PLAT BOOK ^moi PC - POINT OF CURVATURE PDOT - PER DEPARTMENT OF TRANSPORTATION R/W MAP I 6' CL , I CONC PEP - PER ENGINEERING PLANS 3.7' 3.9' • ci HEADWALL PG - PAGE -i PI - POINT OF INTERSECTION o� , P&M - PLAT & MEASURED Jo, \ c POC - POINT OF COMMENCEMENT I 0*---- 0, - POWER POLE • I E/P ova PS -PARKING SPACES g, ASPHALT w� ° PT - POINT OF TANGENCY 9.5 0'�-- d U \ o PVC - PLASTIC PIPE I CONC �/ °'�/ I �� W R - CURVE RADIUS v STEPS o RCP - REINFORCED CONCRETE PIPE oR RIGHT OF WAY v ,� tai • -- SANITARY MANHOLE 6.4 / 60.7 It SAN SANITARY LINE 1 4 ^ CC 'tom 15.4 , � 00.00 - SPOT ELEVATION 105.3 - - - - - - L-- rj I 0.7 r\� � -SD- - STORM/DRAIN LINE • � 0 O - STORM MANHOLE CC I , , -I - UNDERGROUND TELEPHONE - STORM INLET TB - TOP OF BANK CONC TP - TRAFFIC POLE I m ti HEADWALL -'- - TRAFFIC SIGN N I CN 1 STORY BLOCK I SEPTIC a- TPANSFORME-RIJUNC77ON BOX TR - TELEPHONE RISER ' 13.4' I 13 TSB - TRAFFIC SIGNAL BOX CITUNKN89*66'15"W TSW - TRAFFIC SIGNAL WIRE N - CABLE TV RISER 0 � W TREE" CHART T P + TYPICAL 25.00 D&M 131 32" OAK E UTILITY EASEMENT N N89'56'15"W 336.50' D&M Ion 0.7' °' 1 P.O.B. 132 - 28" OAK UP - UTILITY POLE N s CLF S o 336.50' DESC --- --- X20.7'------------- -- 33 - 2 OAK -W- _ NE 1 -w WATER LI �� • w �� • �� •� . • ® + • �� • • �� ��► �- - - - I - - 35 2 0 WF WOOD FENCE }� 137 - 24' OAK WLF -WETLAND FLAG -1 '✓ rp TR • T TG Tq. rG TR TR ro TR. T rR TQ rq iR T .� TQ TP TR^ T TB ^ TR R ._ 2 r� - _e rs se- a- T r rR T "w -:I CLF 29 - �„ OAK WS WOOD SHED -Q'�-- -WATER VALVE y a -ae �� -ee -8s SWALE p O 8 SET 5/8- LR. ,� 299 - 20 PALM - _ WATER METER - e s ea as so ebr ee a --tea 44 O l = i 518" /R ei e1 ei - ei -SL --a1 -moi ei -moi �e -�8,9 B 6' CLF N LBS 75 \� -NUMBER -moi �a1 �1 ai a i -moi ai al -8i m� EASEMENT NUMBER i LS 14475 T ES e FND 1" IP oZi WEST 93 D C (o.75'N, 0.33'W) Rl m W Z LOT 4 ; LOT 5 3RD STREET LOT 4 RETENTION LOT 5 0� b 6' CLF 50VACATED R/w a w� Current BOUNDARY SURVEY DATE: 3 16 05 N I m\ per Florida Statutes 61G17-6.003 2d o DATE: REVISION BY BLOCK C FLYNT SUBDIVISION 1 BLOCK D SW CORNER, SW 1/4, PB 8, PG 36/�l SECTION 33-19-31 FND N&D SEMINOLE COUNTY w r(� ^ rj� ROAD N 89'56'15" W 2661.37' MEAS rJ 1 H 1 � 1LOAD `t - S LINE, SW 114 - P.O.C. THIS SURVEY MEETS THE "MINIMUM TECHNICAL SECTION 33-19-31 SE CORNER, SE 1/4 STANDARDS" AS REQUIRED BY CHAPTER 61G17-6, 33 19-3;EC°N BOUNDARY. LOCATION & TREE SU.RVEr FLORIDA BOARD OF LAND SURVEYORS, PURSUANT TO SECTION 472.027 OF THE FLORIDA STATUTES. s r17 CORNER-19 SECTION 33-19-31 FND t» IR SCALE: 1 "=20' APPROVED BY o f O r L carr, d o In, c., L B 4 4 7 5 CF #31- i 9-33PARCEL 125A& 1258 . FIELD DATE: 03 l ti/d5 _._ _ _ _ DRAWN BY JCB JLS 201,2 E', .R o bi�n,son, St.PREPARED FOR: 0r1cr,n,do, FLor2d 32ts o IO.�TLPIIIM BUILDERS PHONE FAX LOCATION: 2450 BEARDALL AVENUE FILE NUMBER: VSANFORD, FLORIDA 33-19-31 4 0 7 894-6314 (407)897-3777 "NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED(407) AISED A V1 � 8 SEAL OF THIS FLORIDA LICENSED SURVEYOR AND MAPPER." o - a pn N = N N N a e a O m V I VACANT. I , , nRK .VINYL CLF PROP LINE Q F S 89'56'15" E 631.50' D&M • •-•7 • • • i • • • • • • • •---------'I---------------------- ON* E• Ll (� O 'WEST 133' DESC � co Q Q u r6� U a� 1 2' DEEP SWALE 2 cf)W E r) 20' 20' 20' 20' o o 12' MAINTENANCE F 100' I I 60' 60' I I 6 20 I 100' I EXIST. $4,CONC.Q L J L J J L U- LL_ L� GATE � 18RooM (TYP) • T _ S 3 3 3 5 11 3,600 SQ.FT. 3,600 SQ.FT. 3600 SQ.FT. I a 6,000 SQ.FT. WAREHOUSE WAREHOUSE z WAREHOUSE o 2 o WAREHOUSE o #4 0 6,000 SQ.FT. 0 0' 30' 60' 20 27 - - ----- - # #1 - � WAREHOUSE I------- IIi-------� 5------'L- -Ear --- -DESC --- ---- SCALE: 1" _ 30' I I # I ------------- -' - coOFFICE (TYP) I I I l '�000 EAST_336.--Ji------- '-�.i N Ln O EDUCATIONAL FACILITY 12' O O N2'xh4" OHD 12'x14" IOHD I 12'x14" OH D 12'x14" OHD I ( 12'x14" OH 12'x 4" OH D 12'x14" HD N (o N Q' I _ — — — — — — -- ~j '� I , — — T I EXIST. WET BOTTOM 8' 1 20 10 t '` �t 0 4 Q COVERED I i z z z N RETENTION POND 14 / 10' CONC.Co W FLOATING FOUNTAIN \ _ / 50 �- O o o z 3' / 'CURB TYP ENCLOSED ,' BACKUP a v c> A04VERT. (TYP]) _— --- - ----- - Diprl.l� IIY I 1 9 =`» DUMPSTER _, _ -` 3D�C�PST CONS- __ -- AREA ��-- --- WALLPACK TYP L� `� ~ N i 6 BOLLARD (TYP) 30 LOADING AREA/ BLUE REFLECTIVE Q __ G. 0 0 0 w � x w o a o i - --- WHEELS -TOPS , ---- - 10 X12 CONC - �"� O 3 z 1, Z o ( -� PRKG SPACE (TYP) M RKER FIRE HYD `�� `r In N vai can o <'(TYP) 7 APRON (T'(P) `� R z � � ` � DELPHINI o ROOFING 6' ( 10' 10' 2 13' 0 S� 2 1 10 I z g COMPANY — — — — — _ 5 i _ _ _ . . .I N W I I I 10' AO'L3j: I I Lu --------------- 6' DARK VINYL CLF, I I AROUND POND I 1 / i 75 20' 30' N3,000 �Q.FT. 3,000 9Q.FT. I3,000 �SQ.FT. 2c -n,850 iSQ.FT. \\ --- o cn _-WAREHOUSE o WAREdOl1SE--- � �nWAREHbusE --- _ WAREH6USE - u #7 #6 r� o N #9 #8 34 00 (oo N 15 4 30' 1 60' r _� 60' 3,3$5 SQ.FT.` DRAINFIELD I I-� �- I I I t -I I EXIST. 6 I t 60' 57' GALVANIZED CLF I 20 20 20 ' 1 1 7 8 2 I© 'pS. OI O I 20' REMOVE EXIST. 6' C.L.F. i L Qr. 1 1 rra9°5s'i5 w °° �� • • • • • • • • • • • • - - fJ89°53'38"- 336-5 -�i� --- 25.00' LESC _-- 1 EMERGENCY ACCESS N 89 56'15" W 631.50' D&M 1 5' HIGH MONUMENT SIGN 1-� 3x24 FIRE LANE ON NORTH 8 ONLY (GATE SHALL , I ' I I 2� I _ (5 SETBACK.) TIE PROP FENCE I U M SIDE OF GATE BE 20' WIDE) 6 DARK VINYL CLF, INTO EXIST. CLF _ I i ON SOUTH PROP. LINE EXIST. 6 C.L.F. I EXIST. STORAGE YARD o H FOR JUNK CARS o ALJ I ¢ LOT 4 LOT 5 QI I Q, a i Lij_� °- BLO�K B i I LOT 4 LOT 5 �.T� - o Q, I io o' NI BUILDING SETBACKS r , F1 LOT 4 EXIST. BUILDING FOR cZy TRAILER SALES & �; N F-1 W BLOCK A ( COMMERCIAL USE SERVICE 0)' „oc FRONT SETBACK 20 ZONED RESIDENTIAL U) : BLOCK CI o SIDE SETBACK 20' EXIST. 20' WPP TO REMAIN IN ISLAND I REAR SETBACK 20' SIGN SETBACK 5' — — SIGN SETBACKS W SETBACK 5, CQ I A l cry mEROAD BUFFER YARDS - - - e ►J 1 _ Il,� 4 �- - -- - - - - - - - - - FRONT BUFFER YARD ADJACENT TO STREET 10' 0 SIDE SETBACK ABUTTING COMMERCIAL 10' OPAQUE GATES W/ N 89'56'15" W 2661.37' MEAS (6) HINGES, LATCH AND REAR SETBACK ABUTTING COMMERCIAL 10' LATCH GATE STOP HARDWARE 4" CAP BLOCK GENERAL NOTES PARKING CALLS 1, CURRENT ZONING COMMERCIAL, FLU INDUSTRIAL. 1 SPACE PER 250 SQ FT OFFICE (8 600/250) = 35 (2) GATE STOPS W/ 9/16"0 x 3" HOLDERS SET IN SLAB 171 x 1,2 n' OUTSIDE DIMENSION :►:.���/�/��/.�///mss///���•; ' z SQ, FT. ACRES y 2 138,549 y ii _ ►s -5 CONT. FILL TOP COARSE W/ CONC. 5 VERT. WHERE PAINT/STUCCO TO SHOWN ON PLAN MATCH BUILDING FILL ALL REINFORCED CELLS W/ CONC. 8X8X16 CONC. BLOCK 0 I OR EQUAL HORZ. REINIF tO BREAK REINF. 0 CONTROL & EXPANSION JOINTS 71 6"x6" -10x10 WWM W/3 REB33ARppS 12" 0/C EA. 1AY N 8o CNC. PSI �M I=1I I=1I I 2-#5 CONT. FRONT END LOADED REFUSE CONTAINER DETAIL 1 SPACE PER 1000 SQ FT WAREH❑USE (26 050/1000) = 26 2, FIRE LANE STRIPING SHALL BE F.D,O.T, YELLOW TRAFFIC 15 WAREHOUSE EMPLOYEES A = 15 RATED PAINT. 3. 30' STOP SIGN SHALL BE OF HIGH INTENSITY REFLECTORIZED 76 PARKING SPACES (REQUIRED) AS SPECIFIED IN THE MANUAL OF UNIFORM TRAFFIC CONTROL Q 81 PARKING SPACES (PROVIDED) DEVICES AND LOCATED AS SHOWN ON SITE PLAN, )KINCLUDES (4) HC SPACES & (9) COMPACT SPACES IN FRONT OF DOORS 4. STOP BAR SHALL BE 24' WIDE, WHITE THERMOPLASTIC AND LOCATED AS SHOWN ON SITE PLAN. _J SIGN LEGEND 5. ALL ADDRESS NUMBERS SHALL BE A MINIMUM OF 6' HIGH. Q Z Q O STOP SIGN (30' HIGH INTENSITY) 6. INSTALL 'NO TRESPASSING, CONSTRUCTI❑N SITE' SIGN AS SPECIFIED IN FLORIDA STATUTE 810,09, PARAGRAPH D, p_ Q STOP BAR (24' WIDE WHITE THERM❑PLASTIC) p 7, POST THE EMERGENCY NIGHT PHONE NUMBER ON THE BOTTOM OF (/� HANDICAP SYMBOL (WHITE THERMOPLASTIC) _ THE BUILDING PERMIT, LL- D a z ® HANDICAP SIGN 8. ALL MARKINGS TO COMPLY W/ THE F.D.❑.T, ROADWAY AND TRAFFIC E- = 0 5Q TRAFFIC ARROW (WHITE TRAFFIC RATED PAINT) DESIGN STANDARDS, MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES, � W cL O © NO PARKING/LOADING ZONE 9. ALL STRIPING LAYOUT W/I THE RIGHT OF WAY MUST BE INSPECTED BY CITY OF LLJ I, O7 FIRE LANE STRIPING, 4x10, U,N.O, (THERMOPLASTIC) SANFORD'S INSPECTIONS PRIOR TO PERMANENT INSTALLATION OF MARKINGS. 0 Q 10. ALL WORK IN THE RIGHT OF WAY WILL BE REPAIRED OR REPLACED IF DAMAGED 0 ® NO PARKING OR STANDING FIRE LANE SIGN DURING CONSTRUCTION. Z 11, LOW INTENSITY, INDIRECT LIGHTING SHALL BE UTILIZED TO PREVENT GLARE, — SITE STATISTICAL DATA z SQ, FT. ACRES % OF SITE 2 138,549 3.18 rn BLDG, AREA 34,650 Z 25,01% PAVEMENT AREA w 1.05 33.15% IMPERVIOUS AREA 80,580 0 0 OPEN AREA 57,969 w 41.84% 0 NO CONSTRUCTION CAN OCCUR UNTIL SITE CONSTRUCTION PERMIT HAS BEEN ISSUED BY THE CITY'S ENGINEERING 0 19, THERE SHALL BE NO OUTSIDE STORAGE OR DISPLAY OF GOODS, MATERIALS, SERVICES, -5 CONT. FILL TOP COARSE W/ CONC. 5 VERT. WHERE PAINT/STUCCO TO SHOWN ON PLAN MATCH BUILDING FILL ALL REINFORCED CELLS W/ CONC. 8X8X16 CONC. BLOCK 0 I OR EQUAL HORZ. REINIF tO BREAK REINF. 0 CONTROL & EXPANSION JOINTS 71 6"x6" -10x10 WWM W/3 REB33ARppS 12" 0/C EA. 1AY N 8o CNC. PSI �M I=1I I=1I I 2-#5 CONT. FRONT END LOADED REFUSE CONTAINER DETAIL 1 SPACE PER 1000 SQ FT WAREH❑USE (26 050/1000) = 26 2, FIRE LANE STRIPING SHALL BE F.D,O.T, YELLOW TRAFFIC 15 WAREHOUSE EMPLOYEES A = 15 RATED PAINT. 3. 30' STOP SIGN SHALL BE OF HIGH INTENSITY REFLECTORIZED 76 PARKING SPACES (REQUIRED) AS SPECIFIED IN THE MANUAL OF UNIFORM TRAFFIC CONTROL Q 81 PARKING SPACES (PROVIDED) DEVICES AND LOCATED AS SHOWN ON SITE PLAN, )KINCLUDES (4) HC SPACES & (9) COMPACT SPACES IN FRONT OF DOORS 4. STOP BAR SHALL BE 24' WIDE, WHITE THERMOPLASTIC AND LOCATED AS SHOWN ON SITE PLAN. _J SIGN LEGEND 5. ALL ADDRESS NUMBERS SHALL BE A MINIMUM OF 6' HIGH. Q Z Q O STOP SIGN (30' HIGH INTENSITY) 6. INSTALL 'NO TRESPASSING, CONSTRUCTI❑N SITE' SIGN AS SPECIFIED IN FLORIDA STATUTE 810,09, PARAGRAPH D, p_ Q STOP BAR (24' WIDE WHITE THERM❑PLASTIC) p 7, POST THE EMERGENCY NIGHT PHONE NUMBER ON THE BOTTOM OF (/� HANDICAP SYMBOL (WHITE THERMOPLASTIC) _ THE BUILDING PERMIT, LL- D a z ® HANDICAP SIGN 8. ALL MARKINGS TO COMPLY W/ THE F.D.❑.T, ROADWAY AND TRAFFIC E- = 0 5Q TRAFFIC ARROW (WHITE TRAFFIC RATED PAINT) DESIGN STANDARDS, MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES, � W cL O © NO PARKING/LOADING ZONE 9. ALL STRIPING LAYOUT W/I THE RIGHT OF WAY MUST BE INSPECTED BY CITY OF LLJ I, O7 FIRE LANE STRIPING, 4x10, U,N.O, (THERMOPLASTIC) SANFORD'S INSPECTIONS PRIOR TO PERMANENT INSTALLATION OF MARKINGS. 0 Q 10. ALL WORK IN THE RIGHT OF WAY WILL BE REPAIRED OR REPLACED IF DAMAGED 0 ® NO PARKING OR STANDING FIRE LANE SIGN DURING CONSTRUCTION. Z 11, LOW INTENSITY, INDIRECT LIGHTING SHALL BE UTILIZED TO PREVENT GLARE, — SITE STATISTICAL DATA DESCRIPTION SQ, FT. ACRES % OF SITE SITE AREA 138,549 3.18 100.0% BLDG, AREA 34,650 0.80 25,01% PAVEMENT AREA 45,930- 1.05 33.15% IMPERVIOUS AREA 80,580 1.85 58.16% OPEN AREA 57,969 1.33 41.84% 12, MULTI TENANT BUILDING. 13, CONTRACTOR TO LOCATE ALL. UTILITIES PRIOR TO CONSTRUCTION; Q- 14. POTABLE WATER IS SUPPLIED BY THE CITY OF SANFORD, 15, SIGNAGE WILL REQUIRE A SEPARATE PERMIT FROM THE BUILDING DEPT, W 16. NO CONSTRUCTION CAN OCCUR UNTIL THE APPLICANT HAS HAD A PRE -CONSTRUCTION 0 HC RAMPS CONFERENCE WITH THE CITY'S ENGINEERING DIVISION. 17. NO CONSTRUCTION CAN OCCUR UNTIL THE CITY RECEIVES ALL REQUIRED PERMITS, 18. NO CONSTRUCTION CAN OCCUR UNTIL SITE CONSTRUCTION PERMIT HAS BEEN ISSUED BY THE CITY'S ENGINEERING DIVISION. 19, THERE SHALL BE NO OUTSIDE STORAGE OR DISPLAY OF GOODS, MATERIALS, SERVICES, OR VEHILCES.° FAR = .25 ISR = .58 20. ALL PIPE JOINTS SHALL BE WRAPPED WITH FILTER FABRIC. THE FILTER FABRIC SHALL BE IAW FD❑T INDEX 199, TYPE D-3, A.O,S, 70-100, INSTALL PER FD❑T INDEX THOMAS H. SKELTON, P.E. 280, PR❑VIDE A MINIMUM 12' OVERLAP, STATE OF FIDRIDA REG. NO. 42752 21. ALL HC RAMPS SHALL BE FDOT INDEX 3104 (2004 REVISI❑N), ERU CALCULATIONS FILE NAME' DELPHINI 22. 1st SHALL BE STABILIZED T❑ WITHSTAND LOAD ❑F EMERGENCY VEHICLES. 80,580 S.F./2,126 = 37.9 ERUs 23. ALL BUILDINGS SHALL HAVE AN EAVE HEIGHT OF 18'. 24. THE PROPOSED CHAIN LINK FENCE AROUND SITE AND RETENTI❑N POND SHALL BE JOB 1 05440 DARK VINYL COATED 6' TALL CHAIN LINK FENCE, MET: 4 OF: g ■ , i , S 89'56'15" E 631.50' D&M GPD 100 GPD 213 GPD(3) = 639 GPD 98 (2) 6,000 SQ, FT, BLDGS. 100 GPD W I (3) 3,000 SQ. FT. BLDGS ' • 225 GPD 5. 750 I SHALLOW OFFICE 7.5(15) — BATHROOM (T GPD I OVERHEAD GARAGE DOORS TOTAL 325 GPD(2) IRRIGATION WELL TOTAL (3) 3,600 SO, FT, BLDGS w w w <1) 2,850 I 900 SQ,FT, OFFICE 9(15) 6,0( GPD OVERHEAD GARAGE DOORS 100 GPD WAI 650 SQ.FT. OFFICE 6.5(15) OVERHEAD GARAGE DOORS D • 235 GPD(3) = 705 GPD U I U I TOTAL I = 2,192 GPD 2,192 GPD REQUIRES 3,200 GAL, SEPTIC TANK & 1500 GAL. DOSING TANK 2,192/.65 = 3,372 SQ. FT, DRAINFIELD REQUIRED C.O. N z v� z v< z < INV. 24. IWATE 3' ' WET BOTTOM RETENTION POND 60 L.F. OF 6" cv • 0 W/ FLOATING FOUNTAIN 0 0 PVC SAN.LAT 1 % SLOPE 0 2 I C.O. I INV. 23.6 20 L.F. OF 6" PVC SAN.LAT I I ® 1 % SLOPE INS 3,000 SQ. WAREH9OU 60' • I � tPRIVAT EMERGENCY ACCESS ONLYI �i ~ ct�FL lc�' I-- r v�'I F [c) LOT 4 BLOCK A i i 3 I Q J i i n • . • . • • . • • • • • dw�mw •--------T—JIr------------------ .F. OF 6" 50 L.F. OF 6" wEs T i 3 3 DES( SAN.LAT C.O. PVC SAN.LAT INV._ 22.6 SLOPE J 7.SLOPE C� 1 o 0 i 60' i 100' ' 60' L— a , Ln 6,000 SQ.FT. o 00 SQ.FT. 3,600 SQ.FT. a, C.O. z REHOUSE a WAREHOUSE O INV. 23.55 WAREHOUSE 3 # #5 # 4, EAST ' 33' DESC J^ � C.O. C.O. w INV. 22.10 INV. 23.0 EAST _336.50 ---- :;------- IF12' ^'�1 I 65 L.F. OF 6" » I� N 60 L.F. OF 6" PVC SAN.LAT 30 L.F. OF 6 60 L.F. OF 6 � PVC SAN.LAT PVC SAN.LAT 50 L.F. OF 6" PVC SAN.LAT � 1� SLOPE PVC SAN.LAT cz LL8 3 ® 1 SLOPE SLOPE rF.H. LOCATE 6 ®1 SLOPE C�➢ 1 ®1 % SLOPE IN FROM CURBS a o 6 — — C.O. N INV. 21.50 11 I a C.O. C.O: ;z' C.O. C.O. w INV. 22.15 INV. 22.4 INV. 22.9'- INV. 23.50 CON 5200 I PUMP TANK I - .N S. T. INV. 21.00 0 2,850 SQ.FT. 'b 3,000 SQ.FT. o WAREHOUSE o � WAREHOUSE ,I 500 I F6—L.. F. OF 10" #7 D.T. PVC DR -14 50 L.F. OF 6" 60' 57 i ( PVC SAN.LAT 1% SLOPE 10" DDCV I C.O.. S INV. 240 - - N89`56,15"W N89'S3'38"W 336.5' D& 1 X25:00' DESC 77 • ------ -- -- Eitr — 7 77 IWATER 0 L.F. OF 3" 1" WATER LAT TO BUIILDING, � DLE ( II LAT (NSF LOGO) TYP (NSF LOGO) 0 I I o L.F. OF 2 3" MASTER WATER METER AT (NSF LOGO) N 315 L.F. OF 10" BLO K C o z PVC FIRE LINE I z LOT 4 LOT 5 (C-900) I I I QI I - STATE ROAD_ 4 6 JACK & B ORE W/ 40 L.F. - _ - - - - - -- - --T5D' -7w) - - -- - OF 16" STEEL CASING N 89'56'15" IN 2661.37' MEAS WA wM— WM-- WM-- wM— WM— WM— WA-- wM— wM— wm-- wM— w%i-- wee— wM— *U— "I-- wM— wu-- wM— WAS WA W — wA4- wu— wM-- NAI— war— wM— *U-- wM— wM— wM— wM— wM— wM- WM- wM— wM— m-- wM-- w1J-- w1M— wM— wM— wM— wwl— wM— Wm— WM— WM— WAjL - M4 WM— w►i-- WA -- WM— w,u— wM— WM— W wM— wA/— wM— wTJ— wM— wM— wAl— WA4— wM— Mays— ws.-- w�— wM- SW wAl— WW— WM-- wA/ - MAi — WLL-- wA/-- WM— w�l — MAf— wM- WAS—MAI 10" GATE VALVE EXIST. 10" WATER MAIN EXIST. 6" FORCE MAIN 3"X2"X2" TEE PROP. FIRE HYDRANT 1" WATER LAT REDUCER 2" WATER LAT INTO BLDGS (NSF LOGO) (NSF LOGO) 10" FIRE LINE 3" WATER LAT (DR -14) (NSF LOGO) '-7' 10 toDDCV 773" "X3"X2"X2" W/ BYPASS EE METER WATER METER JACK & B ORE W/ 40 L.F.f-10" WATER LINE OF 16" STEEL CASING (C-900) STATE ROAD 46 EXIST. - - - - - - - - - GUARDRAIL 0 13 13 13 ---10" GATE VALVE wM.— wM-- wM— wm— wM- w vm — W4--wM— wM— wM— wM— wM— wM- wM— w -- w wM--- wnA 10" WET TAP W/ TAPPING SLEEVE UTILITY BLOW O W UPEXIST. 10" WATER MAIN T T SANITARY FLOW CALCS GPD 100 GPD 213 GPD(3) = 639 GPD 98 (2) 6,000 SQ, FT, BLDGS. 100 GPD 198 (3) 3,000 SQ. FT. BLDGS 1500 SQ,FT, OFFICE 15(15) 225 GPD 5. 750 SQ.FT, OFFICE 7.5(15) OVERHEAD GARAGE DOORS 100 GPD OVERHEAD GARAGE DOORS TOTAL 325 GPD(2) = 650 GPD TOTAL (3) 3,600 SO, FT, BLDGS w w w <1) 2,850 SQ, FT. BLDGS 900 SQ,FT, OFFICE 9(15) 135 GPD OVERHEAD GARAGE DOORS 100 GPD 650 SQ.FT. OFFICE 6.5(15) OVERHEAD GARAGE DOORS TOTAL 235 GPD(3) = 705 GPD U U U TOTAL TOTAL = 2,192 GPD 2,192 GPD REQUIRES 3,200 GAL, SEPTIC TANK & 1500 GAL. DOSING TANK 2,192/.65 = 3,372 SQ. FT, DRAINFIELD REQUIRED W S 0' 30' 60' SCALE: 1" 30' 113 GPD 100 GPD 213 GPD(3) = 639 GPD 98 GPD 100 GPD 198 GPD(1) = 198 GPD OFSANFORD OCT 5 2006 PLANNING AND DEVELOPMENT N O z f O M _ o o a v ci z co pG Ldp Q chi] - Q U V) V) V) c F— F- F— F— x li u- u- u- w O O O O N \ � \ H \ M O N Q � 0\0 c\O N 1 H cq N � o U �C12 5. UW r, �o C'2 lz �z z z z z w w w w 0 CQ 0000 v U U U 0 Itfy 0 0 fy 0 o W x z v z v� z v< z < 0 0 0 0 O O O O N \ � \ H \ M O N Q � 0\0 c\O N 1 H cq N � o U �C12 5. UW r, �o C'2 lz �z x W� 0 CQ Q Q �z o f— 0 � O cn n _ L LL Z_ Z —J O � n 71 Q U) Z W OW Ii, SKELTON, P.E. STATE OF FLORIDA REG. NO, 42762 FILE NAME: DELPHINI JOB # 05440 SHEET: 5 OF: 8 V N N N nh �L �• Q10 RZ \ U. to 2 P$i as ti J 1 N `c� h g to 0 50 L.F. OF 18 RCP N B OUTFALL STRUCTURE 0.0% SLOPE MES 24:fi3 _ / ¢ 11 S 8956'15" E 631:50' D&M • o • o �e • o • o • • wiiw-• • �m o •o � • �• o � • o • fi • o .� • o � • � � • o o • � s� • o • � o s o r • o o • o o • o o • o • o • ------Ir-------------- � 26.0 N �N • mo �� 0 5 o Qw ca E �MES 24.0 24.00 26.0 oz a• 6' iv G=a o c� °' 195 L.F. OF 15"RCP q�Q a 100 66 66 0 100 @ 0.15% SLOPE NI Ni I N I �h� 26 �� 1-•. I .u--� ( I N wW 10 q U 3i as.s 6,000 SQ.FT. 3,600 ISQ.FT. o Q, 3,60411 00 FT. 0) F+_ 0 SQ.FT. ' '-------1�WAREROUSE__----- 'WA71E OUSE I 6 - -FT. � O WAREN USE o EHOUSE o-------------------oX4 W Q N ( #1 WAREHOUSE FFE 27.00 FFE j7 ao_, FEE 2 .00 ## #5 ' S a I Q I - I X7.00 o � FFE 27.00 I ' Z O �s oo ti� k I s ... i .� , I ' 0' 30' 60' I N � o ^ ^ SCALE: 1"'= 30' 21- 26 1- z tea' g O1 y g �i �J wC Oo ,l Oi of 111VO4P 5.9 s- 9 O O N2 _ e�- 43�'N t[� O LU Q cS ry ry ry ry ry ry ry ry ry ry ry ry �'\\\ 27--- -> .� N ' i.� 3 o rte° „ .2 w 155 L.F. OF 24 RCP - - - - o' �L ry�o 130 L.F. OF 18 RCP ------------ 27- - - --------------------------- Z' ( ) 0 .25% SLOPE MIN ", .,,\• \ � 60 ®.25% .SLOPE MIN ( ) z 1 9' O o ti !0� �; � `l. .-- ,�-, ,.,-► � , 1 �--.. ..--► �.„ , r • `, o o = �s o o - _ " 7N T 1 + h° 2� o s INLET 4 ° So o POP NLET 3 0 `'' _ INLET 2 h c� 110 L.F. OF 18 RCP # oo ry`O 16 0' MES 120.00 �, # �. �, _ ry° # ryo ry`O # No _ @ .25% SLOPE MIN TOP 5.60 0 TOP 25.60 `� •s � 25.60 i� (MIN) . ry z ' I 50 L.F. OF %� ---------25- 24" RCP® o,° °� �° �s �� �o °� �o �o °h �. s� s, �• � j s i ry� �. � �. �. so 1 g .25% SLOPE (MIN) ry ry ry '�+ ,� �, ry N ry ', . 0; I� I .. ► sSp ,� J 4-"" I ".�' t'"" ' I """ ► ' Rw Joint varies - --------- 6r0� ( i 75 •. ► �. w I I uS l2" l2" Filter Fabric U CJ i X • 15' " 4' 3,000 ISQ.FT. 3,000 SQ.FT. ' °° `�° ¢ I X I N woven arNan-woven U o® h WAREI�OUSE WAREI�OUSE I 0 3,000 SQ.FT. 2,850 SQ.FT. Overlap 2 um. urn. urn. Type de i- N I rSee Index No. 1991 ELUPr7CAL PIPE en ti en WAREHOUSE U, WAREHOUSE I b Securing Device • ry ry FFE # 7.00 O FFE # 7.00 O Ch1 (1i I ti�ry�1 #7 O 1 #6 Q �6 Joint _ V _--- � FFE. Pz.ao FFq 27.00 / Joint- Varies I I I • 27 - " Woven Or Mon -Woven I � 3,385 SQ. FT. DR AI N FI ELD ��6 1 4- I •,: ► I ". ► i �?�• din. 2. urn. Fater Fabric 601 "" ► 60I ry 6 �� • zSecuring Device • tELLIPTICAL PIPE SHOWN ti �6 I X066 CJO a S I - -- ---- ISANETRIC VIEW ROUND PIPE ho , PIPE SEC rIONS rp Cp �j Cost of filter fabric Jacket to be Included In cost of pipe culverts. 0� r O�h 2 z 3 t 1 L 189,53,38"w 3J o• o • �••oo•oo•-o��•••oo•oo• •oo•�o•�•�o•� �•o�•oo•�r•�o•o�• o - - ------------ FAR ALL PIPE TYPES - CONCRETE PIPE ;H WN nq --------- -------------------------- - „ ,= - - - 4--24- - FILTER FABRIC JACKET N 89'56 15 W 631.50 D&M N �� .- - -- ti66 �6. �6o s Ecu ERGENCY ACCESS ;.a5 EXIST. 6' C.L.F. - -�� I ONLY 24.s W LOT 4 BLO�K B LOT 5 I `� � Lij� J /I LOT 4 POLLUTION ABATEMENT VOLUME LOT 4 Cl-- @ 2nD STREET BLOCK A� FLYNT SUBDIVISION I� PB 8, PG 36 � I (1.25* IMPERVIOUS AREA) q (1.25„ * 4,831 SQ. FT.) = 503.2 CU. FT. REQUIRED 573 CU. FT. PROVIDED H E �I I I I a• � � ,.. I I 13' 70 2' RIBBON CURB S I o PROP, PAVEMENT IC4 0 • , -_ , N 3 3 N I I I I DESCRIPTION SQ, FT, ­­ % OF SITE SITE AREA coo \ o \ Lo (0 . \ N I W Q I -a 0 0180 25.01% PAVEMENT AREA 45,930 1,05 33.15% IMPERVIOUS AREA 80,580 1.85 58,16% OPEN AREA 57,969 1,33 41,84% W www 0 Q < _z %- Q ry D �0 :2 :2 :E V) z o O O o W O c) 0 C-) 0 0 o w 0 0 r� n;� ;� 000 --------- 6r0� ( i 75 •. ► �. w I I uS l2" l2" Filter Fabric U CJ i X • 15' " 4' 3,000 ISQ.FT. 3,000 SQ.FT. ' °° `�° ¢ I X I N woven arNan-woven U o® h WAREI�OUSE WAREI�OUSE I 0 3,000 SQ.FT. 2,850 SQ.FT. Overlap 2 um. urn. urn. Type de i- N I rSee Index No. 1991 ELUPr7CAL PIPE en ti en WAREHOUSE U, WAREHOUSE I b Securing Device • ry ry FFE # 7.00 O FFE # 7.00 O Ch1 (1i I ti�ry�1 #7 O 1 #6 Q �6 Joint _ V _--- � FFE. Pz.ao FFq 27.00 / Joint- Varies I I I • 27 - " Woven Or Mon -Woven I � 3,385 SQ. FT. DR AI N FI ELD ��6 1 4- I •,: ► I ". ► i �?�• din. 2. urn. Fater Fabric 601 "" ► 60I ry 6 �� • zSecuring Device • tELLIPTICAL PIPE SHOWN ti �6 I X066 CJO a S I - -- ---- ISANETRIC VIEW ROUND PIPE ho , PIPE SEC rIONS rp Cp �j Cost of filter fabric Jacket to be Included In cost of pipe culverts. 0� r O�h 2 z 3 t 1 L 189,53,38"w 3J o• o • �••oo•oo•-o��•••oo•oo• •oo•�o•�•�o•� �•o�•oo•�r•�o•o�• o - - ------------ FAR ALL PIPE TYPES - CONCRETE PIPE ;H WN nq --------- -------------------------- - „ ,= - - - 4--24- - FILTER FABRIC JACKET N 89'56 15 W 631.50 D&M N �� .- - -- ti66 �6. �6o s Ecu ERGENCY ACCESS ;.a5 EXIST. 6' C.L.F. - -�� I ONLY 24.s W LOT 4 BLO�K B LOT 5 I `� � Lij� J /I LOT 4 POLLUTION ABATEMENT VOLUME LOT 4 Cl-- @ 2nD STREET BLOCK A� FLYNT SUBDIVISION I� PB 8, PG 36 � I (1.25* IMPERVIOUS AREA) q (1.25„ * 4,831 SQ. FT.) = 503.2 CU. FT. REQUIRED 573 CU. FT. PROVIDED H E �I I I I a• � � ,.. I I 13' 70 2' RIBBON CURB S I o PROP, PAVEMENT IC4 0 • , -_ , N 3 3 N I I I I _ SITE STATISTICAL DATA DESCRIPTION SQ, FT, ­­ % OF SITE SITE AREA coo \ o \ Lo (0 . \ N I W Q I -a 0 0180 25.01% PAVEMENT AREA 45,930 1,05 33.15% IMPERVIOUS AREA 80,580 1.85 58,16% OPEN AREA 57,969 1,33 41,84% W _ SITE STATISTICAL DATA DESCRIPTION SQ, FT, ACRES % OF SITE SITE AREA 138,549 3,18 100.0% BLDG, AREA 34,650 0180 25.01% PAVEMENT AREA 45,930 1,05 33.15% IMPERVIOUS AREA 80,580 1.85 58,16% OPEN AREA 57,969 1,33 41,84% �a Wx TEMP, 3 00 3 FAR = .25 ISR = ,58 SILT FENCE ERU CALCULATIONS C SALE W CROSS SECTION 80,580 S,F./2,126 = 37.9 ERUs ® 2nd STREET �O ro. - --- L- - -- 1+�- -- -- -- - IGH POINT STATE ROAD_ 46 _ - (T R V'✓ N 89.56'15" W 2661.37' MEAS CD 6' CLF AROUND 6' CLF AROUND POND ON PROPERTY LINE PONDnn ^ I_l_ C; � 1 z BRM 14' 56' 14' S' - Q � 7.6 .0 X 25.5 p 25 YR. 24 HR. 25.60 5.5 6 . 6 PAVED PARKING 0 CONTROL EL. 24.00 20' PARKING SPACE I 24' DRIVING AISLE (MIN) 20' PARKING SPACE 1 �Oh 5�9 11 2, WHEELSTOP 0,02/ SLOPE 0,02% SLOPE WHEELSTOP PVERHANG (MIN)- (MIN) ..y / \ 1-1/2' ASPHALT (TYPE S -III) 8' LIMEROCK BASE (98% MAX. DENSITY), TYPICAL PARKING LOT SECTION PER AASHTO T-180 12 STABILIZED SUBGRADE (98% DENSITY, 75 PSI FBV ) 4 22.0 8' 0, 8' 4 2 BOTTOM EL. 18,00 2 STA'TEAOF •FLOMTAON, P.E. REG. NO. 42752 A POND CROSS SECTION FUZ NAME: DELPHINI WET BOTTOM INV I C: A GEOTECH SHALL DETERMINE IF THE ORGANIC LAYER SHOULD BE REMOVED AND REPLACED JOB # 05440 SHEET: 6 OF: 8 Q LLJ 0 Q < _z %- Q ry D �0 _! Li z ( D in Q' W O - Q oz CD 6' CLF AROUND 6' CLF AROUND POND ON PROPERTY LINE PONDnn ^ I_l_ C; � 1 z BRM 14' 56' 14' S' - Q � 7.6 .0 X 25.5 p 25 YR. 24 HR. 25.60 5.5 6 . 6 PAVED PARKING 0 CONTROL EL. 24.00 20' PARKING SPACE I 24' DRIVING AISLE (MIN) 20' PARKING SPACE 1 �Oh 5�9 11 2, WHEELSTOP 0,02/ SLOPE 0,02% SLOPE WHEELSTOP PVERHANG (MIN)- (MIN) ..y / \ 1-1/2' ASPHALT (TYPE S -III) 8' LIMEROCK BASE (98% MAX. DENSITY), TYPICAL PARKING LOT SECTION PER AASHTO T-180 12 STABILIZED SUBGRADE (98% DENSITY, 75 PSI FBV ) 4 22.0 8' 0, 8' 4 2 BOTTOM EL. 18,00 2 STA'TEAOF •FLOMTAON, P.E. REG. NO. 42752 A POND CROSS SECTION FUZ NAME: DELPHINI WET BOTTOM INV I C: A GEOTECH SHALL DETERMINE IF THE ORGANIC LAYER SHOULD BE REMOVED AND REPLACED JOB # 05440 SHEET: 6 OF: 8 AREA OF IMPACT TO OFF-SITE SWALE a APPROX. 0.003 ACRES OF IMPACT AREA �, o Z N EROSION CONTROL BARRIER ---�- i M 3 �' _ Z >- NOT PLATTED 60 L.F. OF 15 RCP �� .� °� •'o J 195 L.F. OF 15 RCP C� 0.15 SLOPE I 0 0.15% SLOPE _ N ' Q T9— 0 r ��—ea-- s ` ea-- ee-- ea---- ea--- ea— ra_ ,. � sa--�---- ra--- TB- EXIST. 6 CLF �_ra_- EXIST. WALE— E " e �e e • e �r • e • e e • e • • ti s�o MEW --- S 89'56 i5 E 631.50 D&M Fsr , 3 oEsc e•�I�e•e•6•rir•eeb•ee•�e•ee•se•���•ee•ee•se•��e•eo•®�•®�•e��•e a—_ram_ —10 --ie -a— re—a-- 6 W q w m E e•ee•e•�•��•�re•ee•��e•e _ 336.50' (}ESC tih ryk9 w w S89 58'f 5'E 338.50' DdcAl w STORMWATER MANHOLE MES END OF SWALE I Q � U Q REMOVE CORNER OF CONC. TOP 26.00 I INV 22.60 100' EXIST. W. INV 22.70 '' p 60> 60' 60 0 I CONC E. INV 22.69 I w ---- 100' OUTFALL STRUCTURE N o x INV 23.00 u o o N CD � O a � 3,600 SQ -FT. 3,600 SQ.FT: 3,600 SQ.FT. 6,000 SQ.FT. o I 6,000 SQ.FT. _ — WAREHOUSE � WAREHOUSE o WAREHOUSE c WAREHQUSE WAREHOUSE _ — ' _ Easr fs3' oEsc � • #1 _ #2 #3 #4 #5 OFF SITE SWALE AREA I; 1,982 SQ.FT. I fi ~ b 12'x14" OHD — — EXIST. COVD CONIC ON SITE SWALE AREA H - / I 960 SQ.FT. ga • �� 3 I o EXIST. 1 STORY b BLOCK & FRAME —► TOTAL SWALE AREA I w ow` ^q � -- _ ori•\•' �Air I I 3,000 SQ.FT. U, 3,000 SQ.FT. U; WAREHOUSE o WAREHOUSE o -- #9 60' 6 0' RELIEF RELIEFWI — Q r N89'55'15'•Y' N89'58'15iY 338.50' DEMI I 1 h 5 CESC DESC ` ry� �5 N89°53 38"%y 336.5' D&M 25.00' Cts. m e•��It�e•ee••T�•ee••�e•ee•ee•e��• O O O • • • • • e • • e • e e • • ra— ra- ra— re-- ra--I-- ra a rs-- rs ,a ra re ---r— ra--- re-- ra-- re-- re-- TB re ra-- Ta -- T'- = a_ , N - • e e • e • e e • e e �L—rea —ea ee —ea se sa ----ss —8a —tee --ea —4— a= aa— ee—f-ee's —ae —ee s —'e ae —tee —aa` • 631.50' D 8cM �-� -- a� ---a� a� --a� --al ---al---a1a� —a� ---e� a= = --a� --a� -- e•s•e•e� • N 895615 W 1 1 � WEST 9�3' DESC � 1p �� E ERGENCY ACCESS NOTCH VERT. CURB i 3RD STREET LOT 4AM '"" s LOT 5 R DRAINAGE I LOT 5 ; 50' VACATED R/W ONLY 2 WIDE FOR FLOW TO PAVEMENT �� d M ti I— LOT 5 AL1 Ld a LOT 4 BLOzS CK C LT 5 �1� 3I I a(L LLJ LOT 4 bLO� K B ] o of r, LLJ Q_ - a 0). � � M1 FLYPB gUPDI 3610N I � . � h. W DHy Q ION CONTROL " N `�' ' EROS BARRIER `v I W x I ryo h� ryo I CQ � ry�I ry*o ti� I ti�� tihh 7' WIDE .10 ROADSIDEDEEP I 24' EROSION CONTROL 24' ( I DRAINAGE SWALE BARRIER I I SEE BLOW UP FOR DETAILS � I tisk 7). 4' SHOULDER 60 L.F. OF 14" x 23" ELLIPTICAL RCP CSD MES PER FDOT 0.25% SLOPE (MIN) ^o INDEX 273 I Q 12 INV 24.5 In ti J MES PER FDOT-25---6-- --- - - - -- - - — — ► R b .. ► 5' GRASS SHOULDER LL_ INDEX 273 6 --25------- PER INDEX 515 INV 24.6 ---- — ---25- - -10 ��� o �� Q 1p �6 EDGE F PAVEMENT 0 26.06 � 0 �— ko N 89'56' 15' W 2661.37' MEAS 1- � o STAVE ROAD 46 sAwcu �6 6 SAWCu u1 w o Ur LL -------- ------- B �6 _ _ - - - �D Q z - -_---- _ R/W ------ R/W EMOVE EXIST. PAVED SAW CUT TO REMOVE 50' RIGHT OF WAY W Ii R WHITE EDGE LINE SHOULDER AND BASE � � z 4' 12' 12' 4' 1' 7' - 1' — < N C 1 /4"/FT 1 /4"/FT oz z n - i1�C' Sc. - 2,85F, SQ.FT. �v o P WAREHOUSE a I ;� L0 WAREHO'L S- 0 6 Z EXIST. 1 STORY BLOCK �� m 60 5- 2ND STREET STATISTICAL DATA DESCRIPTION SQ, FT, ACRES % OF SITE 2ND ST AREA 9,720 0,23 100.0% PAVEMENT AREA 4,665 0,11 47.99% OPEN AREA 5,055 .12 52,01%. � Q E F G C B. A q,A g C D '` Q Ur A BAHIA SOD PER F.D.O.T. STANDARD SPECIFICATION SECTION O SUB—BASE: O 570 OR 575, AS APPLICABLE. 6" SUB—BASE COMPACTED TO 98% DENSITY BASED ON AASH TO T-180 'A' c MODIFIED PROCTOR TEST WITH MINIMUM LBR 40. VV L O ROADSIDE DRAINAGE SWALE (3:1 SLOPE) SUBGRADE: `✓ 12" SUBGRADE COMPACTED TO 98% DENSITY BASED ON AASHTO T-180 O4' SHOULDER (STAB. SUB BASE) NOTES MODIFIED PROCTOR TEST WITH MINIMUM LBR 40. xlw, OASPHALT PAVEMENT: MINIMUM MARSHALL FIELD 1• ALL MATERIALS ARE TO BE APPROVED BY THE CITY'S DESIGNATED SITE S 2 ASPHALT BITUMINOUS CONCRETE TYPE S-111; INSPECTOR AND THE DEVELOPER'S LICENSED SOILS ENGINEER PRIOR TO STABILITY 1500, COMPACTED TO 98% DENSITY PER FM 1—T238 (METHOD B), PLACEMENT. 0)E H. STILTON, P.E. NUCLEAR DENSITY TEST, "BACK SCATTER METHOD". STATE OF FLORIDA O BASE. 2. A REPRESENTATIVE OF A CERTIFIED SOIL LABORATORY SHALL BE PRESENT 0' 30' 60' REG. N0. 42752 BASE LBR 100 OR RECYCLED CONCRETE BASE (LBR 130) DURING ALL CONSTRUCTION PHASES UTILIZING A SOIL CEMENT BASE. THE SCALE: 1" 30' 8" LIMEROCK ( ) REPRESENTATIVE SHALL BE CERTIFIED BY F.D.O.T. IN THE INSTALLATION FILE NAME: DELPHINI COMPACTED TO 98% DENSITY BASED ON AASHTO T-180 MODIFIED PROCTOR OF SOIL CEMENT. TEST. RD ROW PAVEMENT DETAIL FOR 2nd ST. JOB # 05440 STANDA , A SHEET:6 A OF: 8 �S and erosion control devices on a daily manor. A report will be taken to record any deviations from permit compliance. 4. INSPECTION The contractor shall inspect all pollution and erosion control devices weekly and within 24 hours after a rainstorm in excess of 0.25 inches. The contractor shall report all findings and list the corrective actions taken to correct the deficiencies. These reports will be submitted to the engineer for review. • 6,000 SQ.FT. 3,600 SQ.FT. EROSION CONTROL BARRIER SQ.FT. LL - z < AGENCIES, INCLUDING BUT NOT 5. REFERENCES = Q 1 \N to o W o TO COUNTY, WAREHOUSE 0)3,600 3,600 SQ.FT. 0) 6 000 SQ.FT. o S o WAREHOUSE o WAREHOUSEQ _ a N D � SEQUENCE 1. o' w tl U. 3 � WAREHOUSE #1 #2 3 WAREHOUSE 5 10 GRADE SITE, INCLUDING FILL. i,: �, tL 5. STABILIZE TOP SOIL WITH SOD/SEED & MULCH ACCORDINGLY. FFE 27.00 FFE 27.00 FFE 7.00 #4 #5 0' 3o' so' FFE 27.00 G7 o a N • EROSION CONTROL BARRIER LOCATION OF SILT FENCE 3 I FFE 27.00 ' 1. SITE DESCRIPTION SCALE: 1,, = 30' JOB 05440 A. Construction ActivityProject Limits: LO S 89'56'15" E 631.50' D&M • - - - - . - - _ _ -' - - To develop 138,549' -s.f. (3.18 acre) parcel located on Delphini Way. W o (0 in Sanford , FL. I 0 N a o 0 B. Sequence of Major Activity and Implementation: 2 I N N I 1. Install erosion and pollution control measures. `J � `" COVER ALL INLETS W/ 2. Clear, grub & excavate retention area. w w w o FILTER FABRIC 3. Grade site, including excavating & filling. 4. Stabilize top soil with sod/seed & mulch accordingly. 0 v p o C Estimate of Total Project Area and Area to be Disturbed: 0 o 0 0 ' 100 ' 0 1. The project area is 3.18 acres. The area to be disturbed is 3.18 acres s z ' • E Q UV] Q q U � 6 � N N D. Estimate of Runoff Coefficients and Existing Soil Data: ►� 60 ILJ I RN 60'60 000 100 1. The estimated runoff coefficient prior to construction: C = 0.20 a F3,000 SQ.FT. 3,000 SQ.FT. 2,850 SQ.FT. C 2. The estimated runoff coefficient after construction: C = 0.5 to attenuation I I 3,000 SQ.FT.EHOUSE WAREHOUSE WAREHOUSE and C = 0.20 from ond. p P# WAREHOUSE g v, 8 U, Un cnin o# �, I #7 0 #6 O 3. The estimated runoff coefficient during construction: C = 0.1 to 0.4 Y4. E 27.00 FFE 27.00 FFE 27.00 FFE 27.00 4. The existing soils are listed as Astatula-Apopka fine "sands per the USDA J*e( �S and erosion control devices on a daily manor. A report will be taken to record any deviations from permit compliance. 4. INSPECTION The contractor shall inspect all pollution and erosion control devices weekly and within 24 hours after a rainstorm in excess of 0.25 inches. The contractor shall report all findings and list the corrective actions taken to correct the deficiencies. These reports will be submitted to the engineer for review. • 6,000 SQ.FT. 3,600 SQ.FT. EROSION CONTROL BARRIER SQ.FT. LL - z < AGENCIES, INCLUDING BUT NOT 5. REFERENCES = Q AND SEDIMENT CONTROL The construction plans with specifications for this project are hereby referenced and made a part of this plan. W o TO COUNTY, WAREHOUSE 0)3,600 3,600 SQ.FT. 0) 6 000 SQ.FT. o S o WAREHOUSE o WAREHOUSEQ SHEET: 6 D � SEQUENCE 1. o' w 2. 3. WAREHOUSE #1 #2 3 WAREHOUSE 4. GRADE SITE, INCLUDING FILL. i,: �, tL 5. STABILIZE TOP SOIL WITH SOD/SEED & MULCH ACCORDINGLY. FFE 27.00 FFE 27.00 FFE 7.00 #4 #5 0' 3o' so' FFE 27.00 LEGEN f -1 ENTIRE SITE TO BE CLEARED DURING SITE IMPROVEMNTS WAS H. SK LTON, P.E. STATE OF FLORIDA REG. NO. 42752 N • FILE NAME: DELPHINI LOCATION OF SILT FENCE 3 I FFE 27.00 ' 1. SITE DESCRIPTION SCALE: 1,, = 30' JOB 05440 A. Construction ActivityProject Limits: LO • - - - - . - - _ _ -' - - To develop 138,549' -s.f. (3.18 acre) parcel located on Delphini Way. W o (0 in Sanford , FL. I 0 N a o 0 B. Sequence of Major Activity and Implementation: 2 I N N I 1. Install erosion and pollution control measures. `J � `" COVER ALL INLETS W/ 2. Clear, grub & excavate retention area. w w w Soil Conservation Service Soil Survey of Seminole County. 0 0 0 - OPENING IN EROSION ��� W 60 60 CONTROL FOR ACCESS I 60' 57' ' E. Site Map; o N Q • I See cover sheet of construction plans. 00 (0 N I - I F. Receiving Waters/Wetland Areas: • '� • T �' �' • T 1. The site is indirectlydischarging to Lake Monroe. N 89 56'15" W 631.50' D&M I I g g ,..� O EROSION CONTROL BARRIER TEMPORARY ENTRANCE DURING CONSTRUCTION 2. CONTROLS q LU A. Erosion and Sediment Control. �.1 I LOT 4 BLOCK B LOT 5 I LOT 4 I During the construction operations, the following control measures will be used LOT 4 s I to prevent erosion and sedimentation: BLOCK A O 1. Clearing & grubbing will be performed to minimize the impacts to the w unprotected areas exposed to erosion forces. Construction is limited to W g areas of clearing. I j 2. Excavated materials will be deposited in a manor to avoid washout from N I I stormwater runoff. All stock piles will be protected by sediment containment devices. w H 3. All drainage structures will be protected during construction. See the erosion x" control and grading specifications listed on the approved construction plans o for this project. I 4. All inlets shall be covered with filter fabric unitl pavement is complete. w x ( ( o B. Stormwater Management: The stormwater system will be handled through inlets and pipes and the wet retention area. C. Other Controls: I The contractor, at all times, will: 1. Dispose of waste by appropriate means. j 2. Limit off-site tracking and spillage. 3. Dispose of sanitary waste by appropriate means. 4. Hire only certified technicians to handle or dispense fertilizers and pesticides. Z 5. Stop work when encountering a spill, will not resume until directed by the project engineer and have the disposition of the hazardous waste be made in accordance with all regulating agencies. z. D. Approved State and Local Plans or Permits: O The contractor is to adhere to the following stormwater permits that will be I-- STEE�pFP�E STATE ROAD 46 issued for this project: < w E R p OP pow 50 PRI 50 R 1. St. Johns River Water Management District w Q X00 1 E pct FA N 89'56'15" W 2661.37' MEAS 2. Seminole County ry _ POS �IH FI R 3. MAINTENANCE Q 0 Z z The contractor shall be responsible for implementing and maintaining all pollution O z JI- �opE -4- -4- SET POST AND ATTACH FILTER FABRIC TO POST BACKFILL AND COMPACT EXCAVATE A TRENCH ALLOWING 1 FT EXTENSION INTO EXCAVATED SOIL THE TRENCH AS SHOWN SILT FENCE DETAIL NOTES: F.D.O.T. INDEX NO. 102 1. MATERIALS, CONSTRUCTION METHODS AND MAINTENANCE 3. CONTRACTOR SHALL ROUGH GRADE STORM SHALL BE IN ACCORDANCE WITH THE FLORIDA DEPARTMENT WATER SWALES AND RETENTION AREAS PRIOR OF TRANSPORTATION STANDARD SPECIFICATIONS AND TO CONSTRUCTION OF SITE IMPROVEMENTS. DESIGN STANDARDS CURRENT EDITION. 2. CONTRACTOR SHALL PROVIDE SILT FENCES 4. CONTRACTOR SHALL MEET ALL PERMIT CONDITIONS AND HAY BALES AT ALL STORMWATER AS ESTABLISHED BY LAKE COUNTY AND ALL and erosion control devices on a daily manor. A report will be taken to record any deviations from permit compliance. 4. INSPECTION The contractor shall inspect all pollution and erosion control devices weekly and within 24 hours after a rainstorm in excess of 0.25 inches. The contractor shall report all findings and list the corrective actions taken to correct the deficiencies. These reports will be submitted to the engineer for review. Z Z - 6,000 SQ.FT. 3,600 SQ.FT. EROSION CONTROL BARRIER SQ.FT. LL - z < AGENCIES, INCLUDING BUT NOT 5. REFERENCES = Q AND SEDIMENT CONTROL The construction plans with specifications for this project are hereby referenced and made a part of this plan. W o TO COUNTY, WAREHOUSE 0)3,600 3,600 SQ.FT. 0) 6 000 SQ.FT. o S o WAREHOUSE o WAREHOUSEQ SHEET: 6 D � SEQUENCE 1. OF MAJOR ACTIVITY AND IMPLEMENTATION INSTALL EROSION AND POLLUTION CONTROL MEASURES. (i.e. SILT FENCE & HAY BALES) w 2. 3. WAREHOUSE #1 #2 3 WAREHOUSE 4. GRADE SITE, INCLUDING FILL. i,: �, tL 5. STABILIZE TOP SOIL WITH SOD/SEED & MULCH ACCORDINGLY. FFE 27.00 FFE 27.00 FFE 7.00 #4 #5 0' 3o' so' FFE 27.00 LEGEN f -1 ENTIRE SITE TO BE CLEARED DURING SITE IMPROVEMNTS WAS H. SK LTON, P.E. STATE OF FLORIDA REG. NO. 42752 1_J (LESS PROTECTED TREES) FILE NAME: DELPHINI LOCATION OF SILT FENCE FFE 27.00 ' 1. SITE DESCRIPTION SCALE: 1,, = 30' JOB 05440 A. Construction ActivityProject Limits: • - - - - . - - _ _ -' - - To develop 138,549' -s.f. (3.18 acre) parcel located on Delphini Way. W o (0 in Sanford , FL. I N a o B. Sequence of Major Activity and Implementation: O O N N I 1. Install erosion and pollution control measures. `J � `" COVER ALL INLETS W/ 2. Clear, grub & excavate retention area. w w w o FILTER FABRIC 3. Grade site, including excavating & filling. 4. Stabilize top soil with sod/seed & mulch accordingly. 0 v p o C Estimate of Total Project Area and Area to be Disturbed: 0 o 0 0 0 1. The project area is 3.18 acres. The area to be disturbed is 3.18 acres z z • a1 is N N D. Estimate of Runoff Coefficients and Existing Soil Data: ►� ILJ I RN 000 1. The estimated runoff coefficient prior to construction: C = 0.20 F3,000 SQ.FT. 3,000 SQ.FT. 2,850 SQ.FT. C 2. The estimated runoff coefficient after construction: C = 0.5 to attenuation I I 3,000 SQ.FT.EHOUSE WAREHOUSE WAREHOUSE and C = 0.20 from ond. p P# WAREHOUSE g v, 8 U, Un cnin o# �, I #7 0 #6 O 3. The estimated runoff coefficient during construction: C = 0.1 to 0.4 E 27.00 FFE 27.00 FFE 27.00 FFE 27.00 4. The existing soils are listed as Astatula-Apopka fine "sands per the USDA Soil Conservation Service Soil Survey of Seminole County. 0 0 0 - OPENING IN EROSION ��� W 60 60 CONTROL FOR ACCESS I 60' 57' ' E. Site Map; o N Q • I See cover sheet of construction plans. 00 (0 N I - I F. Receiving Waters/Wetland Areas: • '� • T �' �' • T 1. The site is indirectlydischarging to Lake Monroe. N 89 56'15" W 631.50' D&M I I g g ,..� O EROSION CONTROL BARRIER TEMPORARY ENTRANCE DURING CONSTRUCTION 2. CONTROLS q LU A. Erosion and Sediment Control. �.1 I LOT 4 BLOCK B LOT 5 I LOT 4 I During the construction operations, the following control measures will be used LOT 4 s I to prevent erosion and sedimentation: BLOCK A O 1. Clearing & grubbing will be performed to minimize the impacts to the w unprotected areas exposed to erosion forces. Construction is limited to W g areas of clearing. I j 2. Excavated materials will be deposited in a manor to avoid washout from N I I stormwater runoff. All stock piles will be protected by sediment containment devices. w H 3. All drainage structures will be protected during construction. See the erosion x" control and grading specifications listed on the approved construction plans o for this project. I 4. All inlets shall be covered with filter fabric unitl pavement is complete. w x ( ( o B. Stormwater Management: The stormwater system will be handled through inlets and pipes and the wet retention area. C. Other Controls: I The contractor, at all times, will: 1. Dispose of waste by appropriate means. j 2. Limit off-site tracking and spillage. 3. Dispose of sanitary waste by appropriate means. 4. Hire only certified technicians to handle or dispense fertilizers and pesticides. Z 5. Stop work when encountering a spill, will not resume until directed by the project engineer and have the disposition of the hazardous waste be made in accordance with all regulating agencies. z. D. Approved State and Local Plans or Permits: O The contractor is to adhere to the following stormwater permits that will be I-- STEE�pFP�E STATE ROAD 46 issued for this project: < w E R p OP pow 50 PRI 50 R 1. St. Johns River Water Management District w Q X00 1 E pct FA N 89'56'15" W 2661.37' MEAS 2. Seminole County ry _ POS �IH FI R 3. MAINTENANCE Q 0 Z z The contractor shall be responsible for implementing and maintaining all pollution O z JI- �opE -4- -4- SET POST AND ATTACH FILTER FABRIC TO POST BACKFILL AND COMPACT EXCAVATE A TRENCH ALLOWING 1 FT EXTENSION INTO EXCAVATED SOIL THE TRENCH AS SHOWN SILT FENCE DETAIL NOTES: F.D.O.T. INDEX NO. 102 1. MATERIALS, CONSTRUCTION METHODS AND MAINTENANCE 3. CONTRACTOR SHALL ROUGH GRADE STORM SHALL BE IN ACCORDANCE WITH THE FLORIDA DEPARTMENT WATER SWALES AND RETENTION AREAS PRIOR OF TRANSPORTATION STANDARD SPECIFICATIONS AND TO CONSTRUCTION OF SITE IMPROVEMENTS. DESIGN STANDARDS CURRENT EDITION. 2. CONTRACTOR SHALL PROVIDE SILT FENCES 4. CONTRACTOR SHALL MEET ALL PERMIT CONDITIONS AND HAY BALES AT ALL STORMWATER AS ESTABLISHED BY LAKE COUNTY AND ALL DISCHARGE POINTS FOR and erosion control devices on a daily manor. A report will be taken to record any deviations from permit compliance. 4. INSPECTION The contractor shall inspect all pollution and erosion control devices weekly and within 24 hours after a rainstorm in excess of 0.25 inches. The contractor shall report all findings and list the corrective actions taken to correct the deficiencies. These reports will be submitted to the engineer for review. Z Z - - w O 0 D- cl:� Lv LL - z < AGENCIES, INCLUDING BUT NOT 5. REFERENCES = Q AND SEDIMENT CONTROL The construction plans with specifications for this project are hereby referenced and made a part of this plan. W o TO COUNTY, FDOT, AND THE SJRWMD, SHEET: 6 D � SEQUENCE 1. OF MAJOR ACTIVITY AND IMPLEMENTATION INSTALL EROSION AND POLLUTION CONTROL MEASURES. (i.e. SILT FENCE & HAY BALES) 2. 3. CLEAR, GRUB & EXCAVATE RETENTION AREA. CLEAR REMAINING AREAS TO BE INCLUDED DURING SITE IMPROVEMENTS 4. GRADE SITE, INCLUDING FILL. 5. STABILIZE TOP SOIL WITH SOD/SEED & MULCH ACCORDINGLY. LEGEN f -1 ENTIRE SITE TO BE CLEARED DURING SITE IMPROVEMNTS WAS H. SK LTON, P.E. STATE OF FLORIDA REG. NO. 42752 1_J (LESS PROTECTED TREES) FILE NAME: DELPHINI LOCATION OF SILT FENCE JOB 05440 DISCHARGE POINTS FOR EROSION CONTROL OTHER APPLICABLE AGENCIES, INCLUDING BUT NOT AND SEDIMENT CONTROL DURING CONST. LIMITED TO COUNTY, FDOT, AND THE SJRWMD, SHEET: 6 g UF: 8 Lo o z N 0Mcn N �� °Jto r -o CL o I v I i I I H N u S 89' E 63 D&M,1 H w q p o ------- -- VEST 1 _ J J --------- c� cn Ga c> U A • / \ / ; W E cn cn cn � P4 X4 LL - AW -- ~ -- � I �, L■ I Ln S 3 3 3 3 / ) IRRIGATION WELL. f' v o I I . = 30' ----- 1\ I � � ��_S- 733'_DESC� SCALE: 1" �Asr 336 53__ ----- I N 0 O O O N 1 - - \ (D N I ' ( Z Z Z WET BOTTOM RETENTION POND N ' "�J II J � �? O O O z 3>< W� FLOATING FOUNTAIN �� tO 000 w `i c w of N of �� 3 O OO O y i Q 4 Q N z Q N u- u- u - O O O 1 -------------- 14 N � O 0 O O � ) w II O voj �- N i o i I % V � /�v vcit 0 Li �i ■ �� ■ ��r �� ■ �`r �■i� ■ ■ ■ ■ ■ ■ ■ \ - //A i A ■ 89°53_38 ��---6 0 --- 25.00' DESC N j �� N N 8956'15" W 631.50' D&M I �M I L d i Lt, LLj I " LOT 4 BLOCK B LOT 5 2 LOT 4 LOT 5 2; c\l -• o LLJW LOT 4Fa I i d-' BLOCK A FLYNT SUBDIVISION �Z PB 8, PG 36 (n o `` BLOCK CLo ti o r-- N STATE ROAD 46 _ 50 r -R -7W f N 89'56'15" W 2661.37' MEAS L� - Q Z — O THOMAS H. SKELTON, P.E. STATE OF FLORIDA REG. NO. 42752. FILE NAME: DELPHINI JOB 05440 SHEET: V OF: LL - n Q D' IRRIGATION GENERAL NOTES: (J� z0 11 1. IRRIGATION SYSTEM TO BE DESIGNED & INSTALLED BY 0 z A LICENSED IRRIGATION CONTRACTOR.F 0 � Q✓ry p 2. SYSTEM TO HAVE MULTIPLE ZONES Z o < W 3. SYSTEM TO HAVE RAIN SENSOR. 4. SYSTEM IS SHOWN AS SCHEMATIC ONLY, O 5' FULL RADIUS Z a 10' HALF RADIUS 9 10' FULL RADIUS Q 25' ROTATING STREAM W THOMAS H. SKELTON, P.E. STATE OF FLORIDA REG. NO. 42752. FILE NAME: DELPHINI JOB 05440 SHEET: V OF: N M 3 = N N O I ^ c p t a ti� `�� X60 i ti6•��� , Q N I I i I I 6' DARK VINYL CLF, H �� S 89'56'15" E 63f.50' D&M w v ON NORTH PROPERTY LINE I r +a +7 4L ---- -- -15 u 1---------- C1Q Q 200 ♦ , +'r 44 + ^N 't WEST 133' DE S <c v w x x ! r- — Ca u V v � Ab.I pa hip —0 IL 2p 47 i TIM �6 ,r 35 cn cn to x 78 • o h ti L 4o s es Co Ib -1 x 17 o v b' 36 - I C 12' MAINTENANCE 7 75 o i ? 4- u- u- w GATE 3 76 s ; S w XI Q, Z 21 I a � I I p' 30' 60' 55 57 1 1 � za __ ! EAST 133 DESO I SCALE: jrl 23 14 S 43 -- ----- (o CO CO [� I OOO tx N u7 O E_A_ST 3_36.50 --J -------' O O N ! I 54 00�� W W W to 0 =.I INh� i, IP 1��, m�--� � �- �► EXIST. 6 � s �; 2�.2 ", s TREE CHART TOM -. -------------INET BOT , 27- I� 2 - 1 RETENTION POND ------------- --- - -"-- �a , 28 �k� GALVANIZED FENCE N o 0 0 0 * 1' PALM • 2 G ti 3 *3 11 �� PALM 0 0 0 6° ;-= - 4 11 PALM 6 33 \ cJ *5 12" PALM a a a z5- 3 sC14 ! { !� *6 - 12 PALM cn cn cn �6a I +* L 60 ° q *7 12" PALM li u- u- r 15 4 X 5 L 6 {� a� O * _ " O O O - ---- ------ -- + " 0 8 12 PALM 5 - z�- v, i z *9 _ 12 PALM 7L. r 7 - a v� + *10 12" PALM 3 �►' �_ _ °i *11 12" PALM 77. FVIN *12 - 12" PALM jyl * 13 12" PALM ry ( I 34 3 I *14 - 12" PALM ' 6,, DARK VINYL CLF, AROUND POND 46 47 * ALM \ \ \ w z 2so (`' *16 14 PALM o 0 0 I� 66 / �V 53 38 2_ _ *18 - 14" PALM r") o ca � �--"- ! *19 - 14 N PALM oo co W7 1 49 s *20 14' PALM ��. *21 - 14 PALM 5 4 l �, *23 14„ PALM ti ti I 42 *24 - 14 PALM c as �: ��► o - I *26 - 14;; PALM O cu i:- - ------26------- ++ +�+ +„+ ° `+ ti`' as°s6',s"w 27 - 10 PINE 6-4 T 1 � . I �6. I ! I ! I I I I I I 7, �+ 1 irl► ♦ 4• 7 a9 s < -,M �!,� 25.00' DESC " PINE 11� v 6 ,al1j • .0„' o ' • — -------------------('----------- » -__ Pd89"53'38"W 336 5 AN 0 ' O 7 3� ----:-24 -------- ------ z n '29 7V� i\ q ,�► Irk,-- - 89'56'15" W 631.50' D&M �� - - -- -24-- a►a -� t•--� o 1 RINE — i EXIST. 6' C.L.F. 52 12" PINEco zz 1n PINE 6' DARK VINYL CLF, 24.s RELOCATED PALM TREES - I -�.r— --�- rr'�- o T - ---- ------ ; 26 ON SOUTH CLUSTERS OF THREE (TYP) I �� m �-;.— 40 PINE PROP LINE N o w ��---?;; Plf�l€ z H W I '�` 37Q LOT 5 �' N zQ PINE (� I LOT 4 BLOCK B LOT 5 0-! LOT 4- 1 I ^ I t 9 ” A C r, cox LOT 4 i i I� � 40—-14;-P+flE— o! C� - ”' " FLYNT SUBDIVISION (� - ,;,p� BLOCK A � I I ! ._ p A �] 1 A D 1 ��_ � rr ^^ PB 8, PG 36 ��� BLOCK C z z »I I, W ~ vJ� I 44 _ 14" PINE `✓ x c Lo 45 15PINE 46 i6" PINE o ` `'� C'—mac ,� 48 16 _` c 49 16 PALM CD 18" olp4ii 04 52 4 n"a A 1 F) t3 i n,, STATE ROAD 46 _ _ _ _ _ 54 - 12; OAK IiIj - - - 56 13" OAK (5R7W7 57 - 13" OAK N 89'56'15" W 2661.37' MEAS 88 13" 9AK 69 14" 9AK 60 16" OAK TM =TP+TPR-(TR)3 62 1w -63 12" E)AK wrcr� 40 c.+ zn" nnv 34+40-(50)3 *65 6" PALM LANDSCAPE LEGEND 66 - 48" OAK 67 - 40 OAK FORM SAUCER WITH 3" CONT. RIM V 3" SPECIFIED PLANTING MIX "'g, WATER & TAMP TO REMOVE AIR POCKETS SHRUB PLANTING DETAIL (Max. X = 24') TREE INSTALLATION (640) VIBURNUM HEDGE (30 HGT. PLANTED AT 30 0/C.) -tea Z9" GAK Q 75 2-"22" OAK 76 2eOAK (9) LIVE OAK 12' HIGH, 4" CALIPER ® TIME OF PLANTING. 77 20" eAK TREE MITIGATION CHART 40' O/� ,zo 159 _ 28" E)�K-- 148 4eeAK » 24"Q z (TM) PART 1 (3:1 REQUIREMENT) 14 24" nA QQ TR = TREES REMOVED 50 (8) LAUREL OAK 10'-12' HIGH, 4" CALIPER @ TIME OF PLANTING. - 2" eAK TP TREES PROPOSED 34 40 O/C Q TPR = TREES PRESERVED 40 3uTi 54! 34" PINE Ili (TR)3-(TP+TPR)=TM 76 76 TREES r 17s 12' HIGH, 4" CALIPER AT Tilr9E OF PLANTING `�'�-24�' eAK �- z 150 - 74 =76 `'` Q —p +�► 'i A - 40) 0/C —*� 22" RINE U n ry (CD) PART II (CALIPER INCH DIFFERENCE)` 1i69 24" eAK 67 - 22;; OAK -j 0 Ld Li - TCR = TOTAL CALIPER REMOVED 943 0 Z TCP = TOTAL PRESERVED AND PROVIDED 623"+136" (27) PALM TREES (CLUSTERS OF (3)) GAKZ Q CD = (TCR TCP)/4" 184" 46 TREES (26) ARE RELOCATED, (1) IS PROPOSED " V) 176 20" eAK (943" 759")/4,, " IF CD IS LARGER THAN TM, SUBTRACT CD - TM = MITIGATION REQUIRED 178 30" OAK IF CD IS SMALLER THAN TM, ENTER 0, TM = MITIGATION REQUIREDEXIST. PINE & PALM 200 - 20" OAK n L� 76-46 30 TREES EXIST. OAK 50 TREES BEING REMOVED 40 TREES BEING SAVED W MITIGATION AMOUNT CONVERTED TO MARKET VALUE: 30 TREES 4" CALIPER TREE ESTIMATE $250.00 LANDSCAPE GENERAL NOTES TOTAL: $7,500.00 *PALM TREES SHALL BE RELOCATED 1. ALL LANDSCAPED AREAS TO BE SODDED (ST. AUGUSTINE) ASSUMPTION: AND/OR MULCHED (4" MIN.). 1. ALL REQUIRED TREES ARE BASED ON A 4 CALIPER REQUIREMENT. 2, ALL LANDSCAPE. AREAS. TO BE .IRRIGATED BY AUT❑MATIC 2. PALMS WERE GIVEN FULL CREDIT. SPRINKLER SYSTEM 3. DOES NOT INCLUDE CAMPHOR, CHERRY, RAIN OR OTHER NON -DESIROUS SPECIES. 3. NO TREES CAN REMAIN ON SITE DUE TO FILL, 4. ALL UTILITIES SHALL BE UNDERGROUND, THOMAS H. SKELTON, P.E. 5. ALL UNSUITABLE S❑ILS UNDER BUILDING PAD AND PAVEMENT SHALL STATE OF FLORIDA BE REMOVED AND REPLACED PER SOIL REPORT, REG. N0. 42752-- 6. 27526. ALL PROPOSED PLANTS WILL BE FLORIDA #1 GRADE OR BETTER. FILE NAME DELPHINI 7. THE LOCATIONS OF ALL REQUIRED TREES MUST NOT CONFLICT WITH LIGHTING FIXTURES, SIGNS, UNDERGROUND AND OVERHEAD UTILITIES, FLORIDA POWER EQUIPMENT AND FIRE HYDRANTS. JOB # 05440 SHEET; 7 OF: 8 SQUARE CUT EDGEV� SEE NOTE 10 OF EXISTING FINISHED GRADE PAYMENT (TMP.) W/ OF PIPE � - Y r MIN. ASPNAITIC CONC. WHEN FLEXIBLE ENT \ PI / IS CUT. LE MAY VARY SEE. NOTE 2 \ \ \ \ 4 uc NOTIt ` PIPE O.D. N 6• O SELECT COMMON o 0 0 °o° FILL 0 0� BEDDING ROCK v PIPE BEDDING (SEE NOTE 8 t 9) \ UNDISTURBED NOTES: EARTH 1. PIPE BEDDING: SELECT COMMON FILL COMPACTED TO 95% OF THE MAXIMUM DENSITY AS PER AASNTO T-180. 2. TRENCH BACKFILL: COMMON FILL COMPACTED TO 95% OF THE MAXIMUM DENSITY AS PER AASHTO T-180. FLOWABLE FlLL, 10O -12S P.S.I., SHALL BE USED WHERE EXISTING PAVED AREAS ARE AFFECTED. SEE SECTION 32.8.4 OF UTILITY MANUAL FOR DESIGN MIX, 3. USE OF TYPE A BEDDING TO BE DETERMINED IN THE FIELD AS DIRECTED BY THE CITY. 4. IV MAX. FOR PIPE DIAMETER LESS THAN 24". AND 24' MAX. FOR PIPE DIAMETER 24" AND LARGER. THE MINIMUM DISTANCE SHALL EQUAL THE OUTSIDE DIAMETER OF THE PIPE. 5. WATER SHALL NOT BE PERMITTED IN THE TRENCH DURING CONSTRUCTION. 6. ALL PIPE TO BE INSTALLED WITH BELL FACING UPSTREAM TO THE DIRECTION OF THE FLOW. 7. REFER TO SECTION 32.5 OF THE MANUAL FOR SHEETING AND BRACING IN EXCAVATIONS. SHALL COMPLY WITH STATE OF FLORIDA TRENCH SAFETY ACT. DEPTH SHALL 1 THE CITY. BEDDING D RS SHALL UTILIZE TYPE A BEDD NLi IF REQUIRED BY GRAVITY SEINE B BE 4" MINIMUM FOR PIPE DIAMETER LESS THAN 15" AND 6' MINIMUM FOR PIPE DIAMETER 16" AND LARGER. 9. DEPTH FOR REMOVAL OF UNSUITABLE MATERIAL SHALL GOVERN DEPTH OF BEDDING ROCK BELOW THE PIPE. THE CITY SHALL DETERMINE IN THE FIELD IF REMOVAL OF UNSUITABLE MATERIAL IS REQUIRED TO REACH A SUITABLE FOUNDATION. 10. ALL UNPAVED DISTURBED AREAS SHALL BE SODDED TO MATCH ADJACENT DOMINATE GRASS SPECIES. 11. FINAL RESTORATION IN IMPROVED AREAS SHALL BE IN COMPLIANCE WITH ALL APPLICABLE. REGULATIONS OF GOVERNING AGENCIES. SURFACE RESTORATION WITHIN CITY RIGHT-OF-WAY. SHALL COMPLY WITH REQUIREMENTS OF RIGHT-OF-WAY UTILIZATION REGULATIONS. TYPE A BEDDING AND OPEN -CUT DETAIL CITY OF SANFORD 1999 FIG. 100 MINIMUM LENGTH (FT) TO BE RESTRAINED ON EACH SIDE OF FITTING(S). PIPE SIZE PVC.C-900/905 4;;T 6" 8" 10" .2" 14" 16" 18" 20" 24- 90' BEND LIMITS SEENOTE 1 45' BEND OPPpSCREEN O�PENpINRGT AND 4"x4" ` 22-1/2' BEND r TK. DISC ANCHORED IN 11-11V BEND CONC. PAD -STAMP AS /4 BARS ALL AROUND PLUG OR BRANCH REQ'D. SIZE OF VALVE OF TEE 4' MAX SIM CAN NOTES: 1. FITTINGS SHALL BE RESTRAINED JOINT TYPE. 2. INSTALL FULL LENGTHS OF PIPE WITH TOTAL LENGTH CONTAINING ONLY RESTRAINED JOINTS EQUAL TO OR GREATER THAN LENGTH SHOWN IN TABLE. 3. WHERE TWO OR MORE FITTINGS ARE TOGETHER, USE FITTING WHICH YIELDS GREATEST LENGTH OF RESTRAINED PIPE. 4. IN UNE VALVES AND THROUGH RUN OF TEES OUTSIDE LIMITS OF RESTRAINED JOINTS FROM OTHER FITTINGS NEED NOT BE RESTRAINED UNLESS OTHERWISE INDICATED. 5. LENGTHS SHOWN IN THE TABLE HAVE BEEN CALCULATED IN ACCORDANCE WITH THE PROCEDURE OUTLINED IN "THRUST RESTRAINT DESIGN FOR DUCTILE IRON PIPE" AS PUBLISHED BY DIPRA, WITH THE FOLLOWING ASSUMPTIONS: • TYPE OF PIPE: PVC HDPE • WORKING PRESSURE: P.S.I. P.S.I. • SOIL DESIGNATION: • LAYING CONDITIONS: • TO BE COMPLETED BY THE ENGINEER RESTRAINED PIPE TABLE ( PVC -HDPE ) CITY OF SANFORD 1999 FIG. 104A PVC PIPE • •• WATER MAIN: BLIJE TYPICAL PIPE 2* TO V PIPE V TAK IS CENTERED ALONG Top HALF OF / jPOTABLE WATER MAIN POTABLE WATER MAIN %////////////////////////////////////////////////////////////////////////////// Io` TO 18" PIPE r TAPE IS PLACED ALONG BOTH SIDES OF TOP HALF OF PIPE.-::� MINI am YNWMW MR am xvvm SIDES20. AND ER PIK - TAPE IS PLACED ON BOTH WITH A IrSTRIP CENTERED i iImmu wpm pumxBLUE TAPE WITH BLACK % PERMANENTLYPAPER BACKED ADHESIVE TAPE MPICAL) MAX. pm ICHES ]• LETTERINO POTABLE.SMALL BE USED. THE TAPE SHALL RUN FROM JOINT TO JOINT ALONG THE PIK. WITH IDENIIEICATION TAPE NTS PIPE B • (POTABLE SQ EXE INT CUT EDGE W.T.V SEE NOTE 9 PAYMENT (TMP.) W/ SITE OF PIPE FINISHED GRADE 2" MIN. ASPHALTIC CONC. ,\ � / WHEN ILEX- I—— / N /t IS CVT \�7jz k+ SEE NOTE 2 � MOM MAY VARY y PIPE O.D. g •" mp) ffl I SELECT � .. COMMON FILL UNDISTURBED EARTH ' (SEE NOTE 3) NOTES: 1. PIPE BEDDING: SELECT COMMON FILL COMPACTED TO 95% OF THE MAXIMUM DENSITY AS PER AASHTO T-180. 2. TRENCH BACKFILL: COMMON FILL COMPACTED TO 95% OF THE MAXIMUM DENSITY AS PER AASHTO T-180. FLOWABLE FILL. 100-125 P.S.I., SHALL BE USED WHERE EXISTING PAVED AREAS ARE AFFECTED. SEE SECTION 32.8.4 OF UTILITIES MANUAL FOR DESIGN MDL S. PIPE BEDDING UTILIZING SELECT COMMON FILL OR BEDDING ROCK IN ACCORDANCE WITH TYPE A BEDDING AND TRENCHING DETAIL MAY BE REQUIRED AS DIRECTED BY THE CITY. 4. 15' MAX. FOR PIPE DIAMETERS LESS THAN 24"• AND 24" FOR PIPE DIAMETER 24" AND LAROER. THE MINIMUM DISTANCE SHALL EQUAL THE OUTSIDE DIAMETER OF THE PIPE. S. WATER SHALL NOT BE PERMITTED IN THE TRENCH DURING CONSTRUCTION. 6. ALL PIPE TO BE INSTALLED WITH BELL FACING UPSTREAM TO THE DIRECTION OF THE FLOW. 7. REFER TO SECTION 32.8 OF THE MANUAL FOR SHEETING AND BRACING IN EXCAVATIONS. SHALL COMPLY WITH STATE OF FLORIDA TRENCH SAFETY ACT - a. FINAL RESTORATION IN IMPROVED AREAS SHALL BE IN COMPLIANCE WITH ALL APPLICABLE REGULATIONS OF GOVERNING AGENCIES. SURFACE RESTORATION WITHIN CITY RIGHT-OF-WAY SNALL COMPLY WITH REQUIREMENTS OF RIGHT-OF-WAY UTILIZATION REGULATIONS. 9. ALL UNPAVED DISTURBED AREAS SHALL BE SODDED TO MATCH ADJACENT DOMINATE GRASS SPECIES. TYPE B BEDDING AND OPEN -CUT DETAIL CITY OF SANFORD 1999 FIG. 101 NOTES: 1• SPECTs NA BYUTNE CEMENTS.SHALL BE AS ENOEER 2. MINIMUM COMPRESSIVE STRENGTH FOR CONCRETE SHALL BE 3000 PAJ. 3. BEDDING, BACKFILL, AND COMPACTION SHALL BE AS SPECIFIED ELSEWHERE IN THE STANDARD DRAWINGS. 4. ALL FORM BOARDS SHALL BE REMOVED PRIOR TO BACKFILL BETWEEN T�HEEIIHALL BE PIK WALL AND THE THFOR ROB COLLAR. S. DESIGN PRESSURE_ P.S.1.* SCHEDULE OF DIMENSIONS AND MATERIALS * PIPE DIMENSIONS TIE RODS RKO'D SIZE (INCHES) A B C D DU. NO. NOTG T:••r•T SLOP: ARMS TO K COMPUrTD ON SMI. Ot LI m 90. R. SOL =TWIT 0 im 100 SUMOL $111 mm 5 • 10 K aONnaTr• W DommL WATER MAIN THRUST COLLAR DETAIL CITY OF SANFORD 1999 FIG- 105 GROUND LEVEL -\ 18" I VINYL CONTINUOUS MAX' 36" WARNING TAPE MIN. TYPICAL UTILITY PIPE GENERAL NOTES: A. ALL UTILITY PIPES SHALL BE INSTALLED WITH 6 INCH WIDE VINYL CONTINUOUS NON METAUJC TAPE, FOR IDENTIFICATION ANO WARNING PURPOSES, BURIED ABOVE THE PIPE AT A MAXIMUM DEPTH DEPTH OF 16 NCHES OR AS APPROVED BY THE CITY. R SHALL BE COLOR CODED AND WORDED AS FOLLOWS: 1. POTABLE WATER 3. GRAVITY SEWER A. COLOR: BLUE WITH BLACK LETTERING. A. COLOR: GREEN WITH BLACK LETTERING. B. LINE BURIED BELOW" OR SIMILAR LINE S. 9. BLEED BELOW' OR SIMILARING: "CAUTION- R WORDING. 2. RECLAIMED WATER 4. SEWER FORCE MAIN A. COL.OR:PURPLE WITH BLACK LETTERING. A. COLOIft BROWN WITH BLACK LETTERING. B. LETTERING: "CAUTION: RECLAIMED WATER B. LETTERING: "CAUTION: SEWER FORCE LITHE BURIED BELOW' OR SIMILAR MAIN BURIED BELOW OR SIMILAR WORDING. WORDING. B. A COLOR -CODED 14 GAUGE CONTINOUS INSULATED LOCATING WIRE SHALL BE INSTALLED ALONG ALL PRESSURIZED MAINS. THE WIRES SHALL BE LOOPED AND TIED TO ALL VALVE BOXES. (SEE FKL 400) UTILITY PIPE WARNING TAPE (SEWER POTABLE WATER AND RECLAIMED WATER) CITY OF SANFORD 1999 FIG. 111 TRENCH EDGE OF CROSSCUT CONC. PAD (FLUSH LIMITS SEENOTE 1 I V MIN. r OPPpSCREEN O�PENpINRGT AND 4"x4" ` M r TK. DISC ANCHORED IN ANCHORED IN CONC. PAD #4 REBARS CONC. PAD -STAMP AS /4 BARS ALL AROUND ALL AROUND REQ'D. SIZE OF VALVE (MIN. 2" CLEARANCE 4' MAX SIM CAN UNDISTU1MPL- AROUND PIPE.) 3000 P.S.I CONCRETE 2 -1/2 - BE FORMED cl ,. 'r 2' VALVE (TYP.) •, • MIN. (TYP.) r •) 24S ROt:ICUNDISTURBED / VE EARTH TRENCH DIRECTION t N0. V WALL (MIND 36• (MAX) CONCRETE ARCH TIE RODS INCLUDING 4' x 4' x 1/2" HOT DIPPED GALVINIZED I NUTS AND WASHERS (SEE SCHEDULE BELOW) OR STAINLESS STEEL -� SHEETED TRENCH UNSNEEIED TRENCH '�-G-(6" MIN.) MECHANICAL BEARING PLATE APPLICABLE VALVE JOINTS (TV.) VISIBLE TO TIRE PUBLIC. (TYP.) /4 BARS SHEETING BOX AND COVER / UNDISTURBED 3100 CAN BLOCKS. FITTINGS SHALL BE PROTECTED BY POLYETHYLENE r i EARTH ,. " BE FORMED 2' 90' BEND D 4'-0* MIN. SEE TRENCH DETAILS FOR PIPE BEDDING ENOASFA TIE RODS IN 3" COVER REQUIREMENTS 1-1/2 PVC SLEEVE MIN, IWF NOTES: 1• SPECTs NA BYUTNE CEMENTS.SHALL BE AS ENOEER 2. MINIMUM COMPRESSIVE STRENGTH FOR CONCRETE SHALL BE 3000 PAJ. 3. BEDDING, BACKFILL, AND COMPACTION SHALL BE AS SPECIFIED ELSEWHERE IN THE STANDARD DRAWINGS. 4. ALL FORM BOARDS SHALL BE REMOVED PRIOR TO BACKFILL BETWEEN T�HEEIIHALL BE PIK WALL AND THE THFOR ROB COLLAR. S. DESIGN PRESSURE_ P.S.1.* SCHEDULE OF DIMENSIONS AND MATERIALS * PIPE DIMENSIONS TIE RODS RKO'D SIZE (INCHES) A B C D DU. NO. NOTG T:••r•T SLOP: ARMS TO K COMPUrTD ON SMI. Ot LI m 90. R. SOL =TWIT 0 im 100 SUMOL $111 mm 5 • 10 K aONnaTr• W DommL WATER MAIN THRUST COLLAR DETAIL CITY OF SANFORD 1999 FIG- 105 GROUND LEVEL -\ 18" I VINYL CONTINUOUS MAX' 36" WARNING TAPE MIN. TYPICAL UTILITY PIPE GENERAL NOTES: A. ALL UTILITY PIPES SHALL BE INSTALLED WITH 6 INCH WIDE VINYL CONTINUOUS NON METAUJC TAPE, FOR IDENTIFICATION ANO WARNING PURPOSES, BURIED ABOVE THE PIPE AT A MAXIMUM DEPTH DEPTH OF 16 NCHES OR AS APPROVED BY THE CITY. R SHALL BE COLOR CODED AND WORDED AS FOLLOWS: 1. POTABLE WATER 3. GRAVITY SEWER A. COLOR: BLUE WITH BLACK LETTERING. A. COLOR: GREEN WITH BLACK LETTERING. B. LINE BURIED BELOW" OR SIMILAR LINE S. 9. BLEED BELOW' OR SIMILARING: "CAUTION- R WORDING. 2. RECLAIMED WATER 4. SEWER FORCE MAIN A. COL.OR:PURPLE WITH BLACK LETTERING. A. COLOIft BROWN WITH BLACK LETTERING. B. LETTERING: "CAUTION: RECLAIMED WATER B. LETTERING: "CAUTION: SEWER FORCE LITHE BURIED BELOW' OR SIMILAR MAIN BURIED BELOW OR SIMILAR WORDING. WORDING. B. A COLOR -CODED 14 GAUGE CONTINOUS INSULATED LOCATING WIRE SHALL BE INSTALLED ALONG ALL PRESSURIZED MAINS. THE WIRES SHALL BE LOOPED AND TIED TO ALL VALVE BOXES. (SEE FKL 400) UTILITY PIPE WARNING TAPE (SEWER POTABLE WATER AND RECLAIMED WATER) CITY OF SANFORD 1999 FIG. 111 FINISHED GRADE CONCRETE BLOCK /\ COVERIN. OR BRICK AND (SEE NOTE 2) MORTAR WALL FILLING AT BOTH ENDS VENT H LE RESTRAINED JOINT DUCTILE IRON PIPE 4" M 6" MIN. CASCADE TYPE CASING SPACER STEEL CASING PIPE DUCTILE IRON PIPE NOTES: T. WHEN CONSTRUCTION IS WITHIN FDOT JURISDICTION, ADDITIONAL REQUIREMENTS OF THE UTILITY ACCOMODATION GUIDE SHALL BE MET. 2. WHERE PRACTICAL, CASING SHALL EXTEND 10 FEET BEYOND EDGE OF PAVEMENT AND SHALL NOT BE LESS THAN 6 FEET BEYOND EDGE OF PAVEMENT IN ANY CASE. THE CITY MAY REQUIRE LONGER CASING FOR DEEPER BORES. 3. AS A CONDITIONAL ALTERNATE SPACER METHOD, FOUR -4 FOOT LONG, 4 INCH BY 4 INCH PRESSURE TREATED WOOD SKIDS, WHICH ARE NOTCHED FOR THE USE OF ONE INCH WIDE STAINLESS STEEL BANDS, HAVE A BEVELED LEADING EDGE, AND ARE PLACED 90 DEGREES TO EACH OTHER AROUND THE PIPES, MAY BE USED ON A CASE BY CASE BASIS AS SPECIFICALLY APPROVED IN WRITING BY THE DIRECTOR. SLIPPAGE OF THE SKIDS WILL RESULT IN THE REQUIRED USE OF CASCADE TYPE CASING SPACERS. BORING AND JACKING DETAIL CITY OF SANFORD 1999 FIG. 106 2" D.I. VENT PIPE W/SCREEN MESH 4' x 4' PRECAST OPENING AND 4"x4" SUPPOST POST (TYP. FINISHED CONCRETE VAULT LOCA N) GRADE 36" SQ CAST IRON FRAME AND COVER WITH 4" MAX. 17-1 4" ACCESS LID. GROUT PREMOLDED PLASTIC- + .',' + 2" VALVE (TYP.) JOINT FILLER t , 2" POLY S" WALLS (Mill.) +. r 2" PORT WITH J',T +,'. THREADED PLUG ,r PIPE PLUG (TYP.) ". CUT OUT AND SEAL JOINT s' % WITH MORTAR FOR FORCE 2" NIPPLE' r' r; 1 MAIN OR WATER MAIN 2" GATE T VALVE SEE NOTE Z SER 2" NIPPLE r r PER VSPECIFICATION FITTINGS AND " r j SECTION 50.5.4 PPEOR AIR V FSHALL .!'+,T r I r,• ,'" r BE BRASSg• 6" BEDDING ROCK 8" x 16" REINFORCED CONCRETE FOOTING. (INTEGRAL WITH PRECAST STRUCTURE) NOTES: 1. ABOVE DETAIL IS BASED ON 2 INCH COMBINATION AIR/VACUUM RELEASE VALVE. CHANGE PIPE AND FITTINGS ACCORDINGLY FOR OTHER VALVE SIZES AND TYPES. VALVE SIZES TO BE DETER- MINED BY THE ENGINEER AND APPROVED BY THE CITY PRIOR TO INSTALLATION. 2. THE MINIMUM DIMENSION FROM TOP OF PIPE TO FINISHED GRADE. SHALL BE 4.0 FEET. 3. ALL STRUCTURES TO BE TRAFFIC BEARING RATED. AIR OR COMBINATION AIR/VACUUM RELEASE VALVE DETAIL CITY OF SANFORD 1999 FIG. 112 AREA FOR UNDISTU®r- CR PLUG' SOIL (T EDGE OF TRENCH (TYP.) SS W/PLUG CROSS W/ TWO PLUGS AREA FO TEE WOOD BLOCKING (TYP.) AREA FOR PLUG IEIi TEE W/PLUG; AREA FOR AREA FOR 45' BEND TEE AREA FOR PLUG TEE W/ -ffE END PLUG THRUST BLOCK DETAILS CITY OF SANFORD 1999 FIG. 103A 30" x 30" x6" TK. I SHEETED TRIDM UNSHEETED TRENCH EDGE OF CROSSCUT CONC. PAD (FLUSH •// SEENOTE 1 WITH FINISHED GRADE) OPPpSCREEN O�PENpINRGT AND 4"x4" • M (TTP.) TK. DISC ANCHORED IN ANCHORED IN CONC. PAD #4 REBARS CONC. PAD -STAMP AS STAMP AS REQ'D. ALL AROUND REQ'D. SIZE OF VALVE ' ••" ' ' 4' MAX SIM CAN UNDISTU1MPL- IS. r 3000 P.S.I CONCRETE 2 -1/2 - BE FORMED cl ,. 'r 2' VALVE (TYP.) •, 3000 P.S.I. CONCRETE SERV ICE 24S ROt:ICUNDISTURBED / VE EARTH TRENCH DIRECTION t N0. V WALL (MIND 36• (MAX) CONCRETE ARCH PIPE PLUG (TMP.) r FULL ENCASEMENT THRUST BLOCK 1/2• BORDER SHEETED TRENCH UNSNEEIED TRENCH 2• NIPPLE 1. THRUST BLOCK BEARING AREAS SHALL BE POURED AGAINST 10• MIN • INE NOTE 1 APPLICABLE VALVE "'' • VISIBLE TO TIRE PUBLIC. (TYP.) BACKGROUND SAIL BE PANTONE PURPLE 522C, LETTERS SHALL SHEETING BOX AND COVER s ''" '' 0111 f 3100 CAN BLOCKS. FITTINGS SHALL BE PROTECTED BY POLYETHYLENE 2' NIPPLE (SEE FIG. 115) " BE FORMED 2' 90' BEND r''• t MOUNTING HARDWARE SHALL BE STAINLESS STEEL. 2" NIPPLE SIGNS SUL BE PLACED BY THE IN ACCORDAMM WITH ANCHORS 'D•/2 MIN, IWF 3000 PSI RECLAIMED WATER IRRIGATION SIGN '�.HOacREtE CITY OF SANFORD VALVES 16 INCHES AND LARGER •• MIN. UNDIMRBED 6" TK. CONC. PAD V x IV REINFORCED LAM (FLUSH WITH " CONCRETE CRADLE f4 REBARS NOTESi .. ... r• „�2 S , 1. (•}.. 15" MAX. FOR PIPE DIAMETER LESS THAN 24', ALL AROUND AND 20 MAX. FOR PIPE DIAMETER 24' AND OVER. SECTION FOR CONCRETE ARCH, THE MIN. WIDTH SHALL BE s +• NOTES: EQUAL TO OUTSIDE DIAMETER OF PIPE. 2. •0" REFERS TO THE DIAMETER OF THE PIPE. 3. i REFERS To THE THICKNESS OF THE PIPE. 4. THE NEED FOR CONCRETE ARCH HALF ENCASEMENT LATION. OR FULL ENCASEMENT TO BE DETERMINED IN THE A.r'•' 2. THE MINIMUM DIMENSION FROM ELBOW INVERT TO FINISHED GRADE FIELD AS DIRECTED BY THE CITY. APPLICABLE VALVE 5. REFER TO SECTION 32.5 OF THE UTILITIES MANUAL FOR BOX AND COVER SHEETING AND BRACING EXCAVATIONS. 6. ENDS OF ENCASEMENT SHALL BE FORMED, AND (SEE FIG. 115) RELEASE VALVE DETAIL LOCATIONS SHALL BE INDICATED ON RECORD CITY VALVES SMALLER THAN DRAWINGS FIG. 71173 CONCRETE ARCH AND ENCASEMENT DETAILS DETAIL CITY OF CITY OF SANFORD 1999 FIG. 102 FINISHED GRADE CONCRETE BLOCK /\ COVERIN. OR BRICK AND (SEE NOTE 2) MORTAR WALL FILLING AT BOTH ENDS VENT H LE RESTRAINED JOINT DUCTILE IRON PIPE 4" M 6" MIN. CASCADE TYPE CASING SPACER STEEL CASING PIPE DUCTILE IRON PIPE NOTES: T. WHEN CONSTRUCTION IS WITHIN FDOT JURISDICTION, ADDITIONAL REQUIREMENTS OF THE UTILITY ACCOMODATION GUIDE SHALL BE MET. 2. WHERE PRACTICAL, CASING SHALL EXTEND 10 FEET BEYOND EDGE OF PAVEMENT AND SHALL NOT BE LESS THAN 6 FEET BEYOND EDGE OF PAVEMENT IN ANY CASE. THE CITY MAY REQUIRE LONGER CASING FOR DEEPER BORES. 3. AS A CONDITIONAL ALTERNATE SPACER METHOD, FOUR -4 FOOT LONG, 4 INCH BY 4 INCH PRESSURE TREATED WOOD SKIDS, WHICH ARE NOTCHED FOR THE USE OF ONE INCH WIDE STAINLESS STEEL BANDS, HAVE A BEVELED LEADING EDGE, AND ARE PLACED 90 DEGREES TO EACH OTHER AROUND THE PIPES, MAY BE USED ON A CASE BY CASE BASIS AS SPECIFICALLY APPROVED IN WRITING BY THE DIRECTOR. SLIPPAGE OF THE SKIDS WILL RESULT IN THE REQUIRED USE OF CASCADE TYPE CASING SPACERS. BORING AND JACKING DETAIL CITY OF SANFORD 1999 FIG. 106 2" D.I. VENT PIPE W/SCREEN MESH 4' x 4' PRECAST OPENING AND 4"x4" SUPPOST POST (TYP. FINISHED CONCRETE VAULT LOCA N) GRADE 36" SQ CAST IRON FRAME AND COVER WITH 4" MAX. 17-1 4" ACCESS LID. GROUT PREMOLDED PLASTIC- + .',' + 2" VALVE (TYP.) JOINT FILLER t , 2" POLY S" WALLS (Mill.) +. r 2" PORT WITH J',T +,'. THREADED PLUG ,r PIPE PLUG (TYP.) ". CUT OUT AND SEAL JOINT s' % WITH MORTAR FOR FORCE 2" NIPPLE' r' r; 1 MAIN OR WATER MAIN 2" GATE T VALVE SEE NOTE Z SER 2" NIPPLE r r PER VSPECIFICATION FITTINGS AND " r j SECTION 50.5.4 PPEOR AIR V FSHALL .!'+,T r I r,• ,'" r BE BRASSg• 6" BEDDING ROCK 8" x 16" REINFORCED CONCRETE FOOTING. (INTEGRAL WITH PRECAST STRUCTURE) NOTES: 1. ABOVE DETAIL IS BASED ON 2 INCH COMBINATION AIR/VACUUM RELEASE VALVE. CHANGE PIPE AND FITTINGS ACCORDINGLY FOR OTHER VALVE SIZES AND TYPES. VALVE SIZES TO BE DETER- MINED BY THE ENGINEER AND APPROVED BY THE CITY PRIOR TO INSTALLATION. 2. THE MINIMUM DIMENSION FROM TOP OF PIPE TO FINISHED GRADE. SHALL BE 4.0 FEET. 3. ALL STRUCTURES TO BE TRAFFIC BEARING RATED. AIR OR COMBINATION AIR/VACUUM RELEASE VALVE DETAIL CITY OF SANFORD 1999 FIG. 112 AREA FOR UNDISTU®r- CR PLUG' SOIL (T EDGE OF TRENCH (TYP.) SS W/PLUG CROSS W/ TWO PLUGS AREA FO TEE WOOD BLOCKING (TYP.) AREA FOR PLUG IEIi TEE W/PLUG; AREA FOR AREA FOR 45' BEND TEE AREA FOR PLUG TEE W/ -ffE END PLUG THRUST BLOCK DETAILS CITY OF SANFORD 1999 FIG. 103A 30" x 30" x6" TK. D.I. VENT PIPE EDGE OF CROSSCUT CONC. PAD (FLUSH W2"/ MESH UNDISTURBED WITH FINISHED GRADE) OPPpSCREEN O�PENpINRGT AND 4"x4" 3" DIA. BRONZE 2" 3" DIA. BRONZE DISC CONCRETE VAULT ROGATION)=(T- TK. DISC ANCHORED IN ANCHORED IN CONC. PAD #4 REBARS CONC. PAD -STAMP AS STAMP AS REQ'D. ALL AROUND REQ'D. SIZE OF VALVE ' ••" ' ' 4' MAX x P FINISHED GRADE IS. r MEOK- • /� 2 -1/2 - TYPE OF VALVEr cl ,. 'r 2' VALVE (TYP.) •, ASST [ O SERV ICE ! T' VE 1 1/2' TRENCH DIRECTION t N0. V WALL (MIND 36• (MAX) TOP SECTION PIPE PLUG (TMP.) r TURNS TO OPEN THRUST BLOCK 1/2• BORDER NOTES: 2• NIPPLE 1. THRUST BLOCK BEARING AREAS SHALL BE POURED AGAINST _ HOW OF SIGN WILL DEPEND ON LOCATION AND SURROUNDING APPLICABLE VALVE "'' iv VISIBLE TO TIRE PUBLIC. +' THREADED PLUG BACKGROUND SAIL BE PANTONE PURPLE 522C, LETTERS SHALL •'• J 4 0' BOX AND COVER s ''" '' 0111 f 004MM OIADE REFLECTIVE MATERIALS SHALL BE USED. BLOCKS. FITTINGS SHALL BE PROTECTED BY POLYETHYLENE 2' NIPPLE (SEE FIG. 115) " 2. 90' BEND 2' 90' BEND r''• t MOUNTING HARDWARE SHALL BE STAINLESS STEEL. 2" NIPPLE SIGNS SUL BE PLACED BY THE IN ACCORDAMM WITH ANCHORS 3000 P.S.I. MIN, (TO BE APPROVED BY CITY) GONG. MIN. RECLAIMED WATER IRRIGATION SIGN 2" GATE VALVE CITY OF SANFORD VALVES 16 INCHES AND LARGER FIG. 114 CONCRETE IN USED AND CITY HAS APPROVED A SHORTER PERIOD. 6" TK. CONC. PAD V x IV REINFORCED (FLUSH WITH " FINISHED GRADE) f4 REBARS OR WATER MAIN .. ... r• „�2 S , SERVICE ALL AROUND PER SPECIFICATION SECTION 50.5.4 s +• NOTES: 1. ABOVE DETAIL IS BASED ON 2 INCH COMBINATION AIR/VACUUM RELEASE VALVE. CHANGE PIPE AND FITTINGS ACCORDINGLY FOR OTHER VALVE SIZES AND TYPES. VALVE SIZES TO BE DETERMINED BY THE ENGINEER AND APPROVED BY THE CRY PRIOR TO INSTAL- LATION. A.r'•' 2. THE MINIMUM DIMENSION FROM ELBOW INVERT TO FINISHED GRADE APPLICABLE VALVE j, flk t ,'.y' 11: BOX AND COVER OFFSET AIR OR COMBINATION AIR/VACUUM (SEE FIG. 115) RELEASE VALVE DETAIL CITY VALVES SMALLER THAN 16 INCHES FIG. 71173 VALVE BOX PAD DETAIL CITY OF SANFORD 1999 FIG, 107 OFFSET (AS REQ'D) D.I. VENT PIPE EDGE OF CROSSCUT W2"/ MESH UNDISTURBED OPPpSCREEN O�PENpINRGT AND 4"x4" SOIL (TMP.) CONCRETE VAULT ROGATION)=(T- 36" SQ. CAST IRON FRAME AND COVER WITH EXISTING/ RECLAIMED 17-1 4' ACCESS LID. GROUT PROPOSED PAVEMENT 4' MAX x P FINISHED GRADE 3/4• MEOK- • /� OPERATOR HANDLE PLASTIC PREr MOLLDEJOINT 2' VALVE (TYP.) •, ASST [ O FIi1CeD . VE 1 1/2' TRENCH 0 V WALL (MIND 36• (MAX) TOP SECTION PIPE PLUG (TMP.) r 1 i/4• THRUST BLOCK 1/2• BORDER NOTES: 2• NIPPLE 1. THRUST BLOCK BEARING AREAS SHALL BE POURED AGAINST _ HOW OF SIGN WILL DEPEND ON LOCATION AND SURROUNDING 2" PORT WITH tAImSCAPE PLANT TYPES. IN ALL CASES. THE SIGN SHALL BE EXTENSION VISIBLE TO TIRE PUBLIC. +' THREADED PLUG BACKGROUND SAIL BE PANTONE PURPLE 522C, LETTERS SHALL REQUIRED VALVE r SEE NOTE 3 004MM OIADE REFLECTIVE MATERIALS SHALL BE USED. BLOCKS. FITTINGS SHALL BE PROTECTED BY POLYETHYLENE 2' NIPPLE . GROUT TENSILE RAR. OR BILLET STEEL. NOT Or GALVANIZED PER 2. 90' BEND 2' 90' BEND r''• t MOUNTING HARDWARE SHALL BE STAINLESS STEEL. 2" NIPPLE SIGNS SUL BE PLACED BY THE IN ACCORDAMM WITH 2' UNION THE CRY APPROVED ENOINEERIND� OR AS APPROVED BY 5. ALL WOOD BLOCKING SHALL BE PRESSURE TREATED WITH 2' BRASS PIPE PRESERNATTVE IF FORMS ,ARE TO REMAIN IN PLACE, RECLAIMED WATER IRRIGATION SIGN 2" GATE VALVE CITY OF SANFORD 6' BEDDING ROCK FIG. 114 CONCRETE IN USED AND CITY HAS APPROVED A SHORTER PERIOD. V x IV REINFORCED CONCRETE FOOTING. WASTEWATER FORCE MAIN OR WATER MAIN SERVICE SADDLE PER SPECIFICATION SECTION 50.5.4 NOTES: 1. ABOVE DETAIL IS BASED ON 2 INCH COMBINATION AIR/VACUUM RELEASE VALVE. CHANGE PIPE AND FITTINGS ACCORDINGLY FOR OTHER VALVE SIZES AND TYPES. VALVE SIZES TO BE DETERMINED BY THE ENGINEER AND APPROVED BY THE CRY PRIOR TO INSTAL- LATION. 2. THE MINIMUM DIMENSION FROM ELBOW INVERT TO FINISHED GRADE SHALL BE 4.0 FEET. 3. THE AIR RELEASE VALVE SHALL BE ADEQUATELY SUPPORTED. OFFSET AIR OR COMBINATION AIR/VACUUM RELEASE VALVE DETAIL CITY OF SANFORD -T 1999 FIG. 71173 OFFSET (AS REQ'D) WOOD FORM BOARDS BEHIND EDGE OF CROSSCUT BELL SHALL NOT INTERFERE B UNDISTURBED WITH JOINT (TYP.) SOIL (TMP.) CONCRETE THRUST BLOCK (TYP.) 912 TRENCH WIDTH RECLAIMED _ 2" 3/4• THRUST 1+, _ •, EDGE OF DO NOT•DRINK , 1 1/2' TRENCH 0 " THRUST BLOCK 36• (MAX) (TYP.) FITTIN MIN. AREA SQ. FT. \-CONCRETE 1 i/4• THRUST BLOCK 1/2• BORDER NOTES: 1. THRUST BLOCK BEARING AREAS SHALL BE POURED AGAINST _ HOW OF SIGN WILL DEPEND ON LOCATION AND SURROUNDING UNDISTURBED MATERIAL. WHERE TRENCH WALL HAS BEEN tAImSCAPE PLANT TYPES. IN ALL CASES. THE SIGN SHALL BE DISTURBED, EXCAVATE ALL LOOSE MATERIAL AND EXTEND VISIBLE TO TIRE PUBLIC. TO UNDISTURBED MATERIAL BACKGROUND SAIL BE PANTONE PURPLE 522C, LETTERS SHALL 2. EXTEND 'THRUST BLOCK FULL LENGTH OF FITTINGS- JOINTS, BE WHITE. NUTS AND BOLTS SHALL NOT BE COVERED BY THRUST 004MM OIADE REFLECTIVE MATERIALS SHALL BE USED. BLOCKS. FITTINGS SHALL BE PROTECTED BY POLYETHYLENE POST SHALL BE U CHANNEL 2 L8. NOT ROILED HIGH FILM (8 MIL) PRIOR TO PLACING CONCRETE THRUST BLOCK. TENSILE RAR. OR BILLET STEEL. NOT Or GALVANIZED PER 3. ROUGH BLOCKING FORMS SHALL BE USED ALONG SIDES OF ASTM A-123. THRUST BLOCKS AS REQUIRED. MOUNTING HARDWARE SHALL BE STAINLESS STEEL. 4. THRUST BLOCKS SHALL BE USED IN COMBINATION, AS REQUIRED SIGNS SUL BE PLACED BY THE IN ACCORDAMM WITH TO SUR THE SPECIFIC FITTING ARRANGEMENT. THE CRY APPROVED ENOINEERIND� OR AS APPROVED BY 5. ALL WOOD BLOCKING SHALL BE PRESSURE TREATED WITH THE UTILITIES DIRECTOR. PRESERNATTVE IF FORMS ,ARE TO REMAIN IN PLACE, RECLAIMED WATER IRRIGATION SIGN 6. ALL THRUST BLOCKS SHALL BE ALLOWED TO SET FIVE (5) DAYS CITY OF SANFORD BEFORE PRESSURE TESTING. UNLESS HIGH EARLY STRENGTH FIG. 114 CONCRETE IN USED AND CITY HAS APPROVED A SHORTER PERIOD. 901EDULt FOR THRUST BLOCK AREAS N•[b 1• W t W110 pro acro afro a.�•�m s*e"ro w m T►+o` • • m u w S,L•��T�•exul• a •� s �- •iiA•TR''001FILIB: M ORI®1. : THRUST BLOCK DETAILS CITY OF SANFORD 1999 FIG. 103E PVC PIPE COLORS GRAVITY SEWER: SOLID LIGHT GREEN FORCE MAIN.- SOLID LIGHT TYPICAL PIPE S CENTERED ALONG TOP HALF OF PIPE. j SEWER LINE SEWER LINE/ PLACEDlo' To IS" PIPE VTAPE IS ALONG BOTH SIDES OF TOP 1 Um In wm m am In 20' AND LARGO PIPE - TAPE IS PLACED ON BOTH j SIDES OF THE TOP HALF OF THE PIPE WITH A THIRD STRIP CENTERED ALONG TOP HALF OF PIPE - un 3m MIS 3m upal ,N,,,,,,,,,,,,, RACKEDmm Lm SIM01 In Lm PAPER I i 5 '12* GREENFOR SEWO LINES - TAPE WALL BE WITH BLACK wrmc JOINTFOR SEWER FORCE MAIN - TAPE SVIALL BE BROWN WITH SUCK LETTERING. TAPE SMALL RUN FROM JOI14T To ] ALL FORCE..MAINS AND DUCTILE IRON GRAVI-Y LINE WITH IDENTIFICATION NTS PIPE B • FORCEB CITY OF SANFORD MINIMUM LENGTH (FT) TO BE RESTRAINED ON EACH SIDE OF FITTING(S). PIPE SIZE DIP: CL350 4" 6" 8" 10" 12" 14" 16" 18" 20" 24" 90' BEND 45' BEND 22-1/2' BEND BEND 11-1/e PLUG OR BRANCH OF TEE NOTES: 1. FITTINGS SHALL BE RESTRAINED JOINT TYPE. 2. INSTALL FULL LENGTHS OF PIPE WITH TOTAL LENGTH CONTAINING ONLY RESTRAINED JOINTS EQUAL TO OR GREATER THAN LENGTH SHOWN IN TABLE. 3. WHERE TWO OR MORE FITTINGS ARE TOGETHER, USE FITTING WHICH YIELDS GREATEST LENGTH OF RESTRAINED PIPE. 4. IN LINE VALVES AND THROUGH RUN OF TEES OUTSIDE LIMITS OF RESTRAINED JOINTS FROM OTHER FITTINGS NEED NOT BE RESTRAINED UNLESS OTHERWISE INDICATED. 5. LENGTHS SHOWN IN THE TABLE HAVE BEEN CALCULATED IN ACCORDANCE WITH THE PROCEDURE OUTLINED IN "THRUST RESTRAINT DESIGN FOR DUCTILE IRON PIPE" AS PUBLISHED BY DIPRA, WITH THE FOLLOWING ASSUMPTIONS: • TYPE OF PIPE: DIP • WORKING PRESSURE:-P.S.I. • SOIL DESIGNATION- - • LAYING CONDITIONS: • TO BE COMPLETED BY THE ENGINEER S. FOR HDPE PIPE OR PIPE ENCASED IN POLYETHYLENE, USE VALUES GIVEN IN PARENTHESES OR INCREASE THE GIVEN VALUE BY A FACTOR OF 1.5. RESTRAINED PIPE TABLE ( DIP ) CITY OF SANFORD 1999 FIG. 104B PVC PIPE • • CENTEREDTYPICAL PIK 2' TO V PIPE V TAPE IS ALONG TOP KALIF Or PIPE.\ RECLAIMED WATER MAIN RECLAIMED WATER MAJH PLACED THE TOP HALF OF PIM MAO WRAW won ON PoLim "a 20* AND LARGER .. PLACED ON BOTH SIDES OF, Top HALF OF PIPE WITH A THIRD STRIP CENTERED ALONG TOP HALF Or PIPL---V,_ a& OWEN No sm =vim mm ONO* r-r^tom--+•- r r-�1� ADHESIVEPAPER BACKED V.m INCHES IMPREGNATED LETTERING SHALL BE USED. THE TAPE SH RU IDENTIFICATIONFROM JOINT TO JOINT ALONG THE LENGTH Of THE PIPE. RECLAIMED WATER MAINS WITH TS PIPE B • (RECLAIMED CITY OF SANFORD CAUTION MODIFICATION OF THESE DETAILS BY NON -CITY OF SANFORD PERSONNEL, OTHER THAN THE FILLING IN OF BLANK INFORMATION LOCATIONS, SHALL RESULT IN THE WITHDRAWAL OF THE UTILITIES DEPARTMENT'S APPROVAL OF THE SUBJECT ENGINEERING PLANS. STANDARD DETAILS 1 CITY OF SANFORD UTILITY STANDARD DETAILS I DATE1999 I APPROVED M. CRUMPTON PE DETOO1 ALL LETTERS 2' IN HEIGHT WITH 3/4• SPACING BETWEEN ROWS ta• IRRIGATING WITH /4[ RECLAIMED 12' 2" 3/4• WATER DO NOT•DRINK 1 1/2' 0 36• (MAX) 0 0 1 i/4• 1/2• BORDER o .• •. 0 •., TIDIES: 1. _ HOW OF SIGN WILL DEPEND ON LOCATION AND SURROUNDING tAImSCAPE PLANT TYPES. IN ALL CASES. THE SIGN SHALL BE VISIBLE TO TIRE PUBLIC. L BACKGROUND SAIL BE PANTONE PURPLE 522C, LETTERS SHALL BE WHITE. 3. 004MM OIADE REFLECTIVE MATERIALS SHALL BE USED. 4. POST SHALL BE U CHANNEL 2 L8. NOT ROILED HIGH TENSILE RAR. OR BILLET STEEL. NOT Or GALVANIZED PER ASTM A-123. 5. MOUNTING HARDWARE SHALL BE STAINLESS STEEL. 6 SIGNS SUL BE PLACED BY THE IN ACCORDAMM WITH THE CRY APPROVED ENOINEERIND� OR AS APPROVED BY THE UTILITIES DIRECTOR. RECLAIMED WATER IRRIGATION SIGN CITY OF SANFORD 1999 FIG. 114 MINIMUM LENGTH (FT) TO BE RESTRAINED ON EACH SIDE OF FITTING(S). PIPE SIZE DIP: CL350 4" 6" 8" 10" 12" 14" 16" 18" 20" 24" 90' BEND 45' BEND 22-1/2' BEND BEND 11-1/e PLUG OR BRANCH OF TEE NOTES: 1. FITTINGS SHALL BE RESTRAINED JOINT TYPE. 2. INSTALL FULL LENGTHS OF PIPE WITH TOTAL LENGTH CONTAINING ONLY RESTRAINED JOINTS EQUAL TO OR GREATER THAN LENGTH SHOWN IN TABLE. 3. WHERE TWO OR MORE FITTINGS ARE TOGETHER, USE FITTING WHICH YIELDS GREATEST LENGTH OF RESTRAINED PIPE. 4. IN LINE VALVES AND THROUGH RUN OF TEES OUTSIDE LIMITS OF RESTRAINED JOINTS FROM OTHER FITTINGS NEED NOT BE RESTRAINED UNLESS OTHERWISE INDICATED. 5. LENGTHS SHOWN IN THE TABLE HAVE BEEN CALCULATED IN ACCORDANCE WITH THE PROCEDURE OUTLINED IN "THRUST RESTRAINT DESIGN FOR DUCTILE IRON PIPE" AS PUBLISHED BY DIPRA, WITH THE FOLLOWING ASSUMPTIONS: • TYPE OF PIPE: DIP • WORKING PRESSURE:-P.S.I. • SOIL DESIGNATION- - • LAYING CONDITIONS: • TO BE COMPLETED BY THE ENGINEER S. FOR HDPE PIPE OR PIPE ENCASED IN POLYETHYLENE, USE VALUES GIVEN IN PARENTHESES OR INCREASE THE GIVEN VALUE BY A FACTOR OF 1.5. RESTRAINED PIPE TABLE ( DIP ) CITY OF SANFORD 1999 FIG. 104B PVC PIPE • • CENTEREDTYPICAL PIK 2' TO V PIPE V TAPE IS ALONG TOP KALIF Or PIPE.\ RECLAIMED WATER MAIN RECLAIMED WATER MAJH PLACED THE TOP HALF OF PIM MAO WRAW won ON PoLim "a 20* AND LARGER .. PLACED ON BOTH SIDES OF, Top HALF OF PIPE WITH A THIRD STRIP CENTERED ALONG TOP HALF Or PIPL---V,_ a& OWEN No sm =vim mm ONO* r-r^tom--+•- r r-�1� ADHESIVEPAPER BACKED V.m INCHES IMPREGNATED LETTERING SHALL BE USED. THE TAPE SH RU IDENTIFICATIONFROM JOINT TO JOINT ALONG THE LENGTH Of THE PIPE. RECLAIMED WATER MAINS WITH TS PIPE B • (RECLAIMED CITY OF SANFORD CAUTION MODIFICATION OF THESE DETAILS BY NON -CITY OF SANFORD PERSONNEL, OTHER THAN THE FILLING IN OF BLANK INFORMATION LOCATIONS, SHALL RESULT IN THE WITHDRAWAL OF THE UTILITIES DEPARTMENT'S APPROVAL OF THE SUBJECT ENGINEERING PLANS. STANDARD DETAILS 1 CITY OF SANFORD UTILITY STANDARD DETAILS I DATE1999 I APPROVED M. CRUMPTON PE DETOO1 s• BBBB�I 000131313130111313136 .. 13000110000000 00001313013 0000000000000 ❑000000000 130131313013000000 00000000000 0000000000000 - 000000000000 1300 qnrLlrmw 000 1313o1313❑ :3013 WATER 13 13 SEWE 0 o 11 a R 0 11❑ 000 000 000 000 0000000000000 000000000000 0000000000000 00000/30000 0000000000000 00000000 0oo0000000000 - 00130011 RECLAIMED WATER SEWER 0000 00000000 0000000000 00000000000 000000000000 000 000 ❑ o a WATER 13 0 13 000 000 000000000000 0000000000 00000000 0001113❑ POTABLE WATER NOTE: APPLY TWO COATS OF EXTERIOR ENAMEL PAINT: PURPLE - RECLAIMED WATER GREEN SEWER BLUE - POTABLE WATER TYPICAL VALVE BOX COVER DETAIL CITY OF SANFORD 1999 FIG. 115 SET TOP OF VALVE BOX AT FINISHED GRADE FINISHED GRADE -� COVER (SEE FIGURE 115) �CONCRETE PAD IN UNPAVED AREAS (SEE FIGURE 107) ADJUSTABLE CAST IRON VALVE BOX SEE NOTE 2 BOX SHALL REST ON BEDDING ROCK, NOT M.J. PLUG VALVE ON VALVE OR PIPE AND SHALL BE CONTINUOUS COLOR -° CENTERED ON OPERATING NUT CODED 14 GAUGE INSULATED WIRE (NON-METALLIC PIPES ONLY) oQoQ a 9O��p Q.,QR0 WASTEWATER 6" BEDDING ROCK FORCE MAIN NOTES: 1. PVC EXTENSIONS MAY BE USED ON VALVE BOX INSTALLATION. 2. THE ACTUATING NUT FOR DEEPER VALVES SHALL BE EXTENDED TO WITHIN 4 FOOT DEPTH BELOW FINISHED GRADE. PLUG VALVE AND BOX DETAIL CITY OF SANFORD 1999 FIG. 203 VAIBES GM1 � LOT WYE WITH B• BRANCH TROWEL -FINISHED UNESEWER B" BLACK STEEL MIN. MAIN CONCRETE BASE 61-66 SM YAM CONC. FILLED, PRIMED 5' MAIL, 6. 45 WYE WITH AND PAINTED OSHA BEND 6' /RMICH SERVN:E CLEAN-OUT YELLOW (2 COATS) 0 1 SET COVERS FLUSH IN PAVED AREAS & AT (SEE MOTE 2) ........ - • 1 °. ELEVATIONS SHOWN IN IY tL M1 PERMANENT PLUG (tYP) UNPAVED AREAS. • � 2 COURSES OF CK (MIN.) FINISHED GRADE II,P•P•P•1•P••> • SERVICE CLEAN-OUT El1 STANDARD MANHOLE FRAME (EE LOT (SEE NOTE 2) 1999 FIG. 202 E mll yy!I 5LINE 111 - • TYPICAL LOCATION OF INSIDE w LOCATOR DEVICE INGS BITUMINOUS E XY COATINGSq�q N GEL ♦ SERVICE CLEAN-OUT PLS (SEE NOTE 2) FINISHED GRADE 4'-0" 6" MIN. TO PVC. TTERMINAL DEPTH AT � 24" DIA. MIN. TERMINAL DEPTH ROTA B' PVC AS REQUIRED FOR ,) 0 NGO UNE SERVICE (3' MINI) TERMINAL DEPTH (SEE NOTE 1)(TV.)AS 3000 PSI CONC. .•.o•< II o.•.. •,❖ .•.•.•., :000•.00•. .o•:P REQUIRED MR MAN Op•� 0°:•Ji•JOi• ••�•�.y�p°�•� !O�°i•Oii•� •ii00•i•�•i' 113 SERVICE (3' MILL) y .r • • • • ♦ •• ••°•°••?7 "t!i•Oi•Oi•Di : D°O•OOOi• •OOOOOOi 11 ••❖:d mlPa SNORE DOUBLE sE RVICE stIRvm • : • PROFI NOTES: 1. INVERT OF LATERAL SHALL NOT ENTER SEWER MAIN BELOW SPRING UNE REINFORCEMENT AND JOINT 2. SERVICE CLEAN -OUTS SHALL BE INSTALLED AT TIME OF BUILDING CONSTRUCTION BY THE CONTRACTOR. MIN. 3. CITY APPROVED ELECTRONIC LOCATING DEVICE SHALL BE INSTALLED AT THE END OF EACH SERVICE STUB -OUT. DETAIL TO BE DESIGNED BY 4. RESIDENTIAL SERVICES SHALL BE 4 INCHES d NON-RESIDENTIAL SERVICES SHALL BE 6 INCHES IN DIAMETER AS A MINIMUM. 5.LE RO B4 CED ADJACENT �� N SERVICE. (DEDEVICES� OF EN MANUAL). SANITARY SEWER LATERAL DETAIL NOTE: CITY OF SANFORD SITE LOCATION AND THE DEVICE TO BE PROTECTED MAY REQUIRE A LARGER DIAMETER PIPE AND CONCRETE ANCHOR. 9.Cm.II BOLLARD CITY OF SANFORD ROCK2-"i 1999 FIG. 116 VAIBES GM1 � LOT WYE WITH B• BRANCH TROWEL -FINISHED UNESEWER MAIN CONCRETE BASE 61-66 SM YAM SEE MANHOLE 5' MAIL, 6. 45 WYE WITH DETAILS BEND 6' /RMICH SERVN:E CLEAN-OUT 414 SET COVERS FLUSH IN PAVED AREAS & AT (SEE MOTE 2) ........ - • 1 °. ELEVATIONS SHOWN IN IY tL rPPPPPP• PERMANENT PLUG (tYP) UNPAVED AREAS. • � 2 COURSES OF CK (MIN.) � r9i II,P•P•P•1•P••> • SERVICE CLEAN-OUT COURSES (MAX) STANDARD MANHOLE FRAME 11-6" IN. LOT (SEE NOTE 2) 1999 FIG. 202 E mll yy!I 5LINE 111 - • TYPICAL LOCATION OF INSIDE w LOCATOR DEVICE INGS BITUMINOUS E XY COATINGSq�q N GEL ♦ SERVICE CLEAN-OUT PLS (SEE NOTE 2) FINISHED GRADE 4'-0" 6" MIN. TO PVC. TTERMINAL DEPTH AT � 1.0% MBG. (TVP) TERMINAL DEPTH ROTA B' PVC AS REQUIRED FOR ,) 0 NGO UNE SERVICE (3' MINI) TERMINAL DEPTH (SEE NOTE 1)(TV.)AS Pll_SEWER .•.o•< II o.•.. •,❖ .•.•.•., :000•.00•. .o•:P REQUIRED MR MAN Op•� 0°:•Ji•JOi• ••�•�.y�p°�•� !O�°i•Oii•� •ii00•i•�•i' 113 SERVICE (3' MILL) • • • • ♦ •• ••°•°••?7 "t!i•Oi•Oi•Di : D°O•OOOi• •OOOOOOi 11 ••❖:d mlPa SNORE DOUBLE sE RVICE stIRvm • : • PROFI NOTES: 1. INVERT OF LATERAL SHALL NOT ENTER SEWER MAIN BELOW SPRING UNE REINFORCEMENT AND JOINT 2. SERVICE CLEAN -OUTS SHALL BE INSTALLED AT TIME OF BUILDING CONSTRUCTION BY THE CONTRACTOR. MIN. 3. CITY APPROVED ELECTRONIC LOCATING DEVICE SHALL BE INSTALLED AT THE END OF EACH SERVICE STUB -OUT. DETAIL TO BE DESIGNED BY 4. RESIDENTIAL SERVICES SHALL BE 4 INCHES d NON-RESIDENTIAL SERVICES SHALL BE 6 INCHES IN DIAMETER AS A MINIMUM. 5.LE RO B4 CED ADJACENT �� N SERVICE. (DEDEVICES� OF EN MANUAL). SANITARY SEWER LATERAL DETAIL THE ENGINEER AND L CITY OF SANFORD 1999 T FIG. 204 PRODUCTS AND MATERIALS: A. Em PPE SHALL BE SCHEDULE 40 PVC SOLVENT WELD PIPE CONFORMING TO ASTM 01764 AND D1785. B. FITTINGS FITTINGS SHALL BE OF THE DRAIN WASTE AND VENT TYPE WITH SOL- VENT WELD CONNECTIONS. FITTINGS SHALL CONFORM TO ASTM F348, D2466 AND 03036. C. PVC CLEANER. PRIMER AND GLUE A SEPARATE CLEANER, PRIMER AND GLUE SHALL BE USED FOR THE SOLVENT WELD AND CONFORM TO ASTM DESIGNATION D25E4. INSTALLATION DETAILS: ILLUSTRATED BELOW ARE SPECIFIC DETAILS FOR THE INSTALLATION OF THE NEW SANITARY SEWER LATERAL FOR CONNECTION TO THE VACUUM SEWER SYSTEM. L- - - - "w -aur - J TO B[ (M "'AL THIS SHIMtI1M-qR VACUW VANE 4 (=c�!'a+a) STORAGE M VACUW WN I TYPICAL SERVICE CROSS-SECTION I 4' DU 6" LONG SPOOL PIECE WITH 1/8" STAINLESS STEEL MESH TRAM GUARD 90• BEND 90' BEND 11# 4" PVC RISER 4" PVC C.O. THREADED CAP .i I STRUCTURE 4S BEND TEE D.W.V. WYE 0 SCH 40 PVC C.O. TYPICAL SERVICE VENT AND CLEAN-OUT DETAIL VACUUM SEWER SERVICE LATERAL SPECIFICATIONS CITY OF SANFORD T_ 1999 7 FIG. 205 FORCE MAIN MANHOLE LINER THICKNESS (INCHES) 35 NOTES: 1. MANHOLE SHOWN IS FOR SEWER SIZE 8" THRU 24". SEE SECTION 20.4.3 OF THE MANUAL FOR MANHOLE DIAMETER FOR SEWERS IAROER THAN 24'. 2. DROP CONNECTIONS ARE REQUIRED WHENEVER INVERT OF INFLUENT SEWER IS 24" OR MORE ABOVE THE INVERT OF THE MANHOLE.` SEE MANHOLE CONNECTION DETAILS. 3. APPROVED CONCENTRIC CONE DESIGN MAY BE USED AS AN ALTERNATIVE. 4. EACH BENCH WALL SHALL BE A MINIMUM OF 18 INCHES LONG FROM THE WALL OF THE MANHOLE TOWARD THE CENTER. 5. MANHOLES RECEMNO FORCE MAIN DISCHARGE SHALL NAVE AN INTERIOR LINER AS SPECIFIED IN SECTION 42.2.2 OF THE UTILITIES MANUAL TYPICAL MANHOLE DETAIL CITY OF SANFORD 1999 FIG. 200E ETER INCHES) R/W R/W 50' RIGHT OF WAY 5' 6' 2' 12' 12' 2' 6' S' SIDEWALK FUTURE SIDEWALK 1/4' FT 1/4-T 1 /4"/FT A B C D E F G H D C B A 5;--0-WIDECONCRETESIDEWALK O ' 101ill D 3000 6' THICK AT ALTERNATE: DRIVEWAY 6" UMEROCK BASE (LBR 100) OR RECYCLED CONCRETE BASE (LBR 130) 3" MINIMUM ABOVE TOP OF CURB COMPACTED TO 98% DENSITY BASED ON AASHTO T-180 M!ii>iFlED PROCTOR SOD or SEED AND MULCH PER F.D.O.T. STANDARD SPECIFICATION SECTION TESL O 570 OR 575 • AS APPLICABLE. .SUB -BASE: O 8" SUB -BASE COMPACTED TO 98% DENSITY BASED ON AASHTO T-180 OC ROADSIDE DRAINAGE SWALE (3:1 SLOPE) MODIFIED PROCTOR TEST WITH MINIMUM LBR 40. OD 2' SHOULDER (STAB. SUB BASE) W/ RIBBON CURB SUBGRADE: O 12' SUBGRADE COMPACTED TO 98% DENSITY BASED ON AASHTO T-180 MODIFIED PROCTOR TEST WITH MINIMUM LBR 40. OE .ASPHALT PAVEMENT: NOBS: 1-1/2' ASPHALT BITUMINOUS CONCRETE TYPE S-111; MINIMUM MARSHALL FIELD STABILITY 1500, COMPACTED TO 98% DENSITY PER FTI 1-T238 (METHOD 8), 1• ALL MATERIALS ARE TO 8E APPROVED BY THE CITYS DESIGNATED SITE NUCLEAR DENSITY TEST, 'BACK SCATTER METHOD". INSPECTOR AND THE DEVELOPER'S LICENSED SOILS ENGINEER PRIOR TO OBASE: PLACEMENT. 6' SOIL CEMENT BASE MINIMUM BEARING STRENGTH OF 350 P.S.I. SHALL. 2, A REPRESENTATIVE OF A CERTIFIED SOIL LABORATORY SHALL BE PRESENT BE OBTAINED WITHIN 7 DAYS COMPACTED TO 98% DENSITY BASED ON DURING ALL CONSTRUCTION PHASES UTILIZING A SOIL CEMENT BASE. THE AASHTO T-99 STANDARD PROCTOR TEST; CONSTRUCTION METHODS SHALL REPRESENTATIVE SHALL- BE CERTIFIED BY F.D.O.T. IN THE INSTALLATION CONFORM TO SECTION 270 OF STANDARD F.D.O.T. SPECIFICATIONS FOR OF SOIL CEMENT. TROWEL -FINISHED 48-53 CONCRETE K14CHINO CONCRETE BASE 61-66 SEE MANHOLE CONNECTION DETAILS MANHOLE FRAME # COVER, �Ilo........ .:° .... 414 SET COVERS FLUSH IN PAVED AREAS & AT _ ........ - • 1 °. ELEVATIONS SHOWN IN IY tL rPPPPPP• I1 RM UNPAVED AREAS. • � 2 COURSES OF CK (MIN.) � r9i II,P•P•P•1•P••> • t Y COURSES (MAX) STANDARD MANHOLE FRAME 11-6" IN. � R,� M a 1999 FIG. 202 E mll 2,-0. �• 111 - • > INSIDE w INGS BITUMINOUS E XY COATINGSq�q N M ♦ po�ur�slgD�EyEpwALt JOINT SURFACES PER SPECIFICATIONS (SEE NOTE 5) 4'-0" 6" MIN. 8 � .PINT SURFACES %I• a .. !.!.❖:• :•.;.❖.❖: ,, .o❖.❖:•: .❖:•:. 11: :• .°• I .•..::co•. ENCHING PER SPECIFICATIONS - - . 1 - . - 1 .•.o•< II o.•.. •,❖ .•.•.•., :000•.00•. .o•:P Op•� 0°:•Ji•JOi• ••�•�.y�p°�•� !O�°i•Oii•� •ii00•i•�•i' 113 WRAPPER (WRAPPER TO • • • • ♦ •• ••°•°••?7 "t!i•Oi•Oi•Di : D°O•OOOi• •OOOOOOi 11 ••❖:d • : • D) BE REMOVED) REINFORCEMENT AND JOINT MIN. COMPLETED JOINT WITH SQUEEZE -OUT DETAIL TO BE DESIGNED BY SQUEEZE -OUT THE ENGINEER AND L "MIN. APPROVED BY THE J 9.Cm.II � SECTIEALOINi ROCK2-"i MIN. •x . - . • . 1 1I111 111 Iil1 � BASE DETAIL CITY OF SANFORD • 1999 FIG. 200A CITY • •"B ... �. • •'B ... PRODUCTS AND MATERIALS: A. Em PPE SHALL BE SCHEDULE 40 PVC SOLVENT WELD PIPE CONFORMING TO ASTM 01764 AND D1785. B. FITTINGS FITTINGS SHALL BE OF THE DRAIN WASTE AND VENT TYPE WITH SOL- VENT WELD CONNECTIONS. FITTINGS SHALL CONFORM TO ASTM F348, D2466 AND 03036. C. PVC CLEANER. PRIMER AND GLUE A SEPARATE CLEANER, PRIMER AND GLUE SHALL BE USED FOR THE SOLVENT WELD AND CONFORM TO ASTM DESIGNATION D25E4. INSTALLATION DETAILS: ILLUSTRATED BELOW ARE SPECIFIC DETAILS FOR THE INSTALLATION OF THE NEW SANITARY SEWER LATERAL FOR CONNECTION TO THE VACUUM SEWER SYSTEM. L- - - - "w -aur - J TO B[ (M "'AL THIS SHIMtI1M-qR VACUW VANE 4 (=c�!'a+a) STORAGE M VACUW WN I TYPICAL SERVICE CROSS-SECTION I 4' DU 6" LONG SPOOL PIECE WITH 1/8" STAINLESS STEEL MESH TRAM GUARD 90• BEND 90' BEND 11# 4" PVC RISER 4" PVC C.O. THREADED CAP .i I STRUCTURE 4S BEND TEE D.W.V. WYE 0 SCH 40 PVC C.O. TYPICAL SERVICE VENT AND CLEAN-OUT DETAIL VACUUM SEWER SERVICE LATERAL SPECIFICATIONS CITY OF SANFORD T_ 1999 7 FIG. 205 FORCE MAIN MANHOLE LINER THICKNESS (INCHES) 35 NOTES: 1. MANHOLE SHOWN IS FOR SEWER SIZE 8" THRU 24". SEE SECTION 20.4.3 OF THE MANUAL FOR MANHOLE DIAMETER FOR SEWERS IAROER THAN 24'. 2. DROP CONNECTIONS ARE REQUIRED WHENEVER INVERT OF INFLUENT SEWER IS 24" OR MORE ABOVE THE INVERT OF THE MANHOLE.` SEE MANHOLE CONNECTION DETAILS. 3. APPROVED CONCENTRIC CONE DESIGN MAY BE USED AS AN ALTERNATIVE. 4. EACH BENCH WALL SHALL BE A MINIMUM OF 18 INCHES LONG FROM THE WALL OF THE MANHOLE TOWARD THE CENTER. 5. MANHOLES RECEMNO FORCE MAIN DISCHARGE SHALL NAVE AN INTERIOR LINER AS SPECIFIED IN SECTION 42.2.2 OF THE UTILITIES MANUAL TYPICAL MANHOLE DETAIL CITY OF SANFORD 1999 FIG. 200E ETER INCHES) R/W R/W 50' RIGHT OF WAY 5' 6' 2' 12' 12' 2' 6' S' SIDEWALK FUTURE SIDEWALK 1/4' FT 1/4-T 1 /4"/FT A B C D E F G H D C B A 5;--0-WIDECONCRETESIDEWALK O ' 101ill D 3000 6' THICK AT ALTERNATE: DRIVEWAY 6" UMEROCK BASE (LBR 100) OR RECYCLED CONCRETE BASE (LBR 130) 3" MINIMUM ABOVE TOP OF CURB COMPACTED TO 98% DENSITY BASED ON AASHTO T-180 M!ii>iFlED PROCTOR SOD or SEED AND MULCH PER F.D.O.T. STANDARD SPECIFICATION SECTION TESL O 570 OR 575 • AS APPLICABLE. .SUB -BASE: O 8" SUB -BASE COMPACTED TO 98% DENSITY BASED ON AASHTO T-180 OC ROADSIDE DRAINAGE SWALE (3:1 SLOPE) MODIFIED PROCTOR TEST WITH MINIMUM LBR 40. OD 2' SHOULDER (STAB. SUB BASE) W/ RIBBON CURB SUBGRADE: O 12' SUBGRADE COMPACTED TO 98% DENSITY BASED ON AASHTO T-180 MODIFIED PROCTOR TEST WITH MINIMUM LBR 40. OE .ASPHALT PAVEMENT: NOBS: 1-1/2' ASPHALT BITUMINOUS CONCRETE TYPE S-111; MINIMUM MARSHALL FIELD STABILITY 1500, COMPACTED TO 98% DENSITY PER FTI 1-T238 (METHOD 8), 1• ALL MATERIALS ARE TO 8E APPROVED BY THE CITYS DESIGNATED SITE NUCLEAR DENSITY TEST, 'BACK SCATTER METHOD". INSPECTOR AND THE DEVELOPER'S LICENSED SOILS ENGINEER PRIOR TO OBASE: PLACEMENT. 6' SOIL CEMENT BASE MINIMUM BEARING STRENGTH OF 350 P.S.I. SHALL. 2, A REPRESENTATIVE OF A CERTIFIED SOIL LABORATORY SHALL BE PRESENT BE OBTAINED WITHIN 7 DAYS COMPACTED TO 98% DENSITY BASED ON DURING ALL CONSTRUCTION PHASES UTILIZING A SOIL CEMENT BASE. THE AASHTO T-99 STANDARD PROCTOR TEST; CONSTRUCTION METHODS SHALL REPRESENTATIVE SHALL- BE CERTIFIED BY F.D.O.T. IN THE INSTALLATION CONFORM TO SECTION 270 OF STANDARD F.D.O.T. SPECIFICATIONS FOR OF SOIL CEMENT. TROWEL -FINISHED 48-53 CONCRETE K14CHINO CONCRETE BASE 61-66 SEE MANHOLE CONNECTION DETAILS MANHOLE FRAME # COVER, (SEE FIGURE 202) SET COVERS FLUSH IN PAVED AREAS & AT FRAMES BEDDED IN MORTAR ELEVATIONS SHOWN IN IY tL ; I1 RM UNPAVED AREAS. • � 2 COURSES OF CK (MIN.) � r9i • "► t Y COURSES (MAX) STANDARD MANHOLE FRAME 11-6" IN. � R,� M a 1999 FIG. 202 3'-0` MAX. 6. 2,-0. > INSIDE w INGS BITUMINOUS E XY COATINGSq�q N M ♦ po�ur�slgD�EyEpwALt JOINT SURFACES PER SPECIFICATIONS (SEE NOTE 5) 4'-0" 6" MIN. 8 � .PINT SURFACES CUT ENCHING PER SPECIFICATIONS );�D WRAPPER (WRAPPER TO " > D) BE REMOVED) REINFORCEMENT AND JOINT MIN. COMPLETED JOINT WITH SQUEEZE -OUT DETAIL TO BE DESIGNED BY SQUEEZE -OUT THE ENGINEER AND L "MIN. APPROVED BY THE J 9.Cm.II � SECTIEALOINi ROCK2-"i MIN. PRECAST MONOUTHIC CONCRETE BASE TYPICAL MANHOLE BASE DETAIL CITY OF SANFORD _T 1999 FIG. 200A PRODUCTS AND MATERIALS: A. Em PPE SHALL BE SCHEDULE 40 PVC SOLVENT WELD PIPE CONFORMING TO ASTM 01764 AND D1785. B. FITTINGS FITTINGS SHALL BE OF THE DRAIN WASTE AND VENT TYPE WITH SOL- VENT WELD CONNECTIONS. FITTINGS SHALL CONFORM TO ASTM F348, D2466 AND 03036. C. PVC CLEANER. PRIMER AND GLUE A SEPARATE CLEANER, PRIMER AND GLUE SHALL BE USED FOR THE SOLVENT WELD AND CONFORM TO ASTM DESIGNATION D25E4. INSTALLATION DETAILS: ILLUSTRATED BELOW ARE SPECIFIC DETAILS FOR THE INSTALLATION OF THE NEW SANITARY SEWER LATERAL FOR CONNECTION TO THE VACUUM SEWER SYSTEM. L- - - - "w -aur - J TO B[ (M "'AL THIS SHIMtI1M-qR VACUW VANE 4 (=c�!'a+a) STORAGE M VACUW WN I TYPICAL SERVICE CROSS-SECTION I 4' DU 6" LONG SPOOL PIECE WITH 1/8" STAINLESS STEEL MESH TRAM GUARD 90• BEND 90' BEND 11# 4" PVC RISER 4" PVC C.O. THREADED CAP .i I STRUCTURE 4S BEND TEE D.W.V. WYE 0 SCH 40 PVC C.O. TYPICAL SERVICE VENT AND CLEAN-OUT DETAIL VACUUM SEWER SERVICE LATERAL SPECIFICATIONS CITY OF SANFORD T_ 1999 7 FIG. 205 FORCE MAIN MANHOLE LINER THICKNESS (INCHES) 35 NOTES: 1. MANHOLE SHOWN IS FOR SEWER SIZE 8" THRU 24". SEE SECTION 20.4.3 OF THE MANUAL FOR MANHOLE DIAMETER FOR SEWERS IAROER THAN 24'. 2. DROP CONNECTIONS ARE REQUIRED WHENEVER INVERT OF INFLUENT SEWER IS 24" OR MORE ABOVE THE INVERT OF THE MANHOLE.` SEE MANHOLE CONNECTION DETAILS. 3. APPROVED CONCENTRIC CONE DESIGN MAY BE USED AS AN ALTERNATIVE. 4. EACH BENCH WALL SHALL BE A MINIMUM OF 18 INCHES LONG FROM THE WALL OF THE MANHOLE TOWARD THE CENTER. 5. MANHOLES RECEMNO FORCE MAIN DISCHARGE SHALL NAVE AN INTERIOR LINER AS SPECIFIED IN SECTION 42.2.2 OF THE UTILITIES MANUAL TYPICAL MANHOLE DETAIL CITY OF SANFORD 1999 FIG. 200E ETER INCHES) R/W R/W 50' RIGHT OF WAY 5' 6' 2' 12' 12' 2' 6' S' SIDEWALK FUTURE SIDEWALK 1/4' FT 1/4-T 1 /4"/FT A B C D E F G H D C B A 5;--0-WIDECONCRETESIDEWALK O ' 101ill D 3000 6' THICK AT ALTERNATE: DRIVEWAY 6" UMEROCK BASE (LBR 100) OR RECYCLED CONCRETE BASE (LBR 130) 3" MINIMUM ABOVE TOP OF CURB COMPACTED TO 98% DENSITY BASED ON AASHTO T-180 M!ii>iFlED PROCTOR SOD or SEED AND MULCH PER F.D.O.T. STANDARD SPECIFICATION SECTION TESL O 570 OR 575 • AS APPLICABLE. .SUB -BASE: O 8" SUB -BASE COMPACTED TO 98% DENSITY BASED ON AASHTO T-180 OC ROADSIDE DRAINAGE SWALE (3:1 SLOPE) MODIFIED PROCTOR TEST WITH MINIMUM LBR 40. OD 2' SHOULDER (STAB. SUB BASE) W/ RIBBON CURB SUBGRADE: O 12' SUBGRADE COMPACTED TO 98% DENSITY BASED ON AASHTO T-180 MODIFIED PROCTOR TEST WITH MINIMUM LBR 40. OE .ASPHALT PAVEMENT: NOBS: 1-1/2' ASPHALT BITUMINOUS CONCRETE TYPE S-111; MINIMUM MARSHALL FIELD STABILITY 1500, COMPACTED TO 98% DENSITY PER FTI 1-T238 (METHOD 8), 1• ALL MATERIALS ARE TO 8E APPROVED BY THE CITYS DESIGNATED SITE NUCLEAR DENSITY TEST, 'BACK SCATTER METHOD". INSPECTOR AND THE DEVELOPER'S LICENSED SOILS ENGINEER PRIOR TO OBASE: PLACEMENT. 6' SOIL CEMENT BASE MINIMUM BEARING STRENGTH OF 350 P.S.I. SHALL. 2, A REPRESENTATIVE OF A CERTIFIED SOIL LABORATORY SHALL BE PRESENT BE OBTAINED WITHIN 7 DAYS COMPACTED TO 98% DENSITY BASED ON DURING ALL CONSTRUCTION PHASES UTILIZING A SOIL CEMENT BASE. THE AASHTO T-99 STANDARD PROCTOR TEST; CONSTRUCTION METHODS SHALL REPRESENTATIVE SHALL- BE CERTIFIED BY F.D.O.T. IN THE INSTALLATION CONFORM TO SECTION 270 OF STANDARD F.D.O.T. SPECIFICATIONS FOR OF SOIL CEMENT. HEIGHT (FEET) MATERIAL MANUFACTURER _ _ _ _ _ 48-53 34-57 58-60 61-66 67-72 NIBCO 3" DWV STREET ELL COMBINED VALVE PIT AND TANK ARRANGEMENT CITY OF SANFORD 1999 FIG. 206 BE REQUIRED FOR ALL INFLUENT WHICH HAVE AN INVERT 24' OR MORE ABOVE THE OUTFLOW PIPE INVERT. WNNOLE CONNECTION DETAIL CITY OF SANFORD 1999 FIG. 201 C IY tL ; I1 RM � • � • � � r9i • "► t Y o STANDARD MANHOLE FRAME � � � R,� M a 1999 FIG. 202 Q z N M ♦ h iD n q A � alp � o.� o B®B o,� g on.B i e o a� g 006 boa oa e - n STMQM AIRVAC PAC NZ CITY OF SANFORD 1999 FIG. 207 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 OF SA CJS �O �t FCORIOP 2 NON -PENETRATING PICK HOLES PLAN ALL COVERS USF "AS" OR EQUAL. ..MACHINED MATING SURFACES i. 24" f 3 8" 1-1 ..ROAD AND BRIDGE CONSTRUCTION, LATEST EDITION. STANDARD ROW DETAIL FOR 2nd ST. TEE � I'iur +E I' r WALMANHOLE L -----INFLUENT ' r , T ,• INFLUENT SEWER "'� (SEE NOTE 3) I. CONCRETE ENCASEMENT , OF VERTICAL PIPE INLET CONNECTION DROP PIPE AS REWIRED +•. (SEE NOTE 1) 90" BEND STANDARD DROP DETAIL 1 PRECAST JLE\ wALL NEON�IRINKSCOUTFLUSH WITFIMANHOPVC OR DIP WALL (SEE NOTE 2)r,r SPECIAL DETAIL FOR 24" DIAMETER pRgCA�� PIPE AND LARGER MANHOLE +� WALL tf PVC BANDDIP STAINLESS STES EL STAINLESS STEEL + • r' r; ', � t ' t r','r , PIPE CLAMP r'r' T r' 4,'• r' RESILIENT •�,' CONNECTOR STANDARD PRECAST MANHOLE PIPE CONNECTION NOTES: I. DROP PIPE AND FITTINGS SHALL BE OF EQUAL SIZE AND MATERIAL AS THE INFLUENT SEWER. 2. THE CITY MAY APPRQVE ALTERNATE WATERTIGHT CONNECTION DETAILS FOR CONNECTION OF 24 DIAMETER PIPES AND LARDER. 3. AN OUTSIDE DROP CONNECTION SHALL LIMITS OF TRACT TO BE 4" THICK 3000 PSI DEDICATED TO CITY OF SANFORD CONCRETE SLAB TO WITHIN 3" OF FENCE CHAIN LINK FE CN E PER SECTION 22.3.10 RTU ANTENNA AND 46.8 OF MANUAL TE ,P s, IRRiGATiON SYSTEM (TVP) (SEE flGURE 3q4) CONTROL PANEL ' IN (SEE FIGURE 301) 3/4" IRRIGATION 1" WATER SERVICE METER = HOSE BIBB 10' WIDE W/BFP DEVICE y * CONCRETE R/W 5' (MIN.) 5' SIDEWALK 2 - 6' NO GATE b' BACK OF CURB STREET UGH 3/4` POTABLE WATER METER C/L -PUBLIC R/W RECLAIMED WATER MAIN * THIS DIMENSION SHALL BE EQUAL TO THE DEPTH OF THE .WET WELL. Nora: DETAIL 1. DRIVEWAY AND APRON SHALL BE SIX (6) INCH THICK, 3000 P.S.I. CONCRETE. Z. POWER TO THE PUMP STATION SHALL BE THROUGH UNDERGROUND CONDUIT FROM SUPPLY SOURCE IN RIGHT OF WAY. 3. LANDSCAPING SHALL BE REQUIRED AROUND PERIMETER OF FENCE. 4. DEVELOPER SMALL INSTALL AN AUTOMATICALLY CONTROLLED AC POWERED SPRINKLER SYSTEM FOR LANDSCAPING. RECLAIMED WATER SHALL BE USED WHERE AVAILABLE S. ENGINEER SHALL PROVIDE A SCALED (1' of 20' MIN.) SITE SPECIFIC DETAIL DRAWING ON FIGURE $02. 6. THE DEVELOPER SHALL BE RESPONSIBLE FOR ALL UTILITY ACCOUNTS DURING CONSTRUCTION UNTIL PROJECT IS / /2" MIN. h ----"t- 4-3/4" MIN. MANHOLE FRAME: USF "227" INLET FRAME: USF "1295" OR EQUAL. ELEVATION. STANDARD MANHOLE FRAME AND COYER CITY OF SANFORD 1999 FIG. 202 ACCEPTED BY THE CRY. PUMP STATION TYPICAL SITE PLAN CITY OF SANFORD 1999 FIG. 300 I CAUTION MODIFICATION OF THESE DETAILS BY NON -CITY OF SANFORD PERSONNEL, OTHER THAN THE FILLING IN OF BLANK INFORMATION LOCATIONS, SHALL` RESULT.- IN THE WITHDRAWAL OF THE UTILITIES DEPARTMENT'S APPROVAL OF THE SUBJECT ENGINEERING. PLANS. STANDARD DETAILS 2 CITY OF SANFORD UTILITY STANDARD DETAILS I DATE 1999 APPROVED M. CRUMPTON PEI DETOO2 SET TOP OF VALVE BOX COVER (SEE FIGURE 115) TO FINISHED GRADE CONCRETE PAD IN UNPAVED AREAS FINISHED GRADE (SEE FIGURE 107) ADJUSTABLE CAST IRON VALVE BOX SEE NOTE 2 _ BOX SHALL REST ON RESILIENT SEAT BEDDING ROCK NOT M. J. GATE VALVE ON VALVE OR PIPE AND SHALL BE WATER o CENTERED ON MAIN O� OPERATING NUT O � o 0 0 0 0 0 0 CONTINUOUS COLOR CODED 14 GAUGE INSULATED COPPER 6" BEDDING ROCK LOCATING WIRE_ NOTES: 1. PVC EXTENSIONS MAY BE USED ON VALVE BOX INSTALLATION. 2.- THE ACTUATING NUT FOR DEEPER VALVES SHALL BE EXTENDED TO WITHIN 4 FOOT DEPTH BELOW FINISHED GRADE. 3. CONTRACTOR SHALL PROVIDE THE CITY WITH VALVE KEYS IN ACCORDANCE WITH SECTION 52.4 OF THE UTILITIES MANUAL. GATE VALVE AND BOX DETAIL CITY OF SANFORD 1999 TFG. 400 BALL VALVE FOR 2 BNCNE$ AND BELOW DOUBLE CHECK OR (DOMESTIC ACID IRR1- REDUCED PRESSURE ZONE CATKIN ONLY. 2 REQUIRED) DETECTOR ASSEMBLY AS APPROVED BY THE CITY TEST COCK (TYP.) DIELECTRIC UNION THREADED (2 REQUIRED) NIPPLE (TYP.) 90' BEND (2 REQUIRED) SLOPE FINAL GRADE SLOPE /\ n , \ : \ FROM TO SERVICE 2 INCH AND BELOW ASSEMBLY NOTES: 1. ALL PIPE FITTINGS, MATERIALS, LABOR, AND APPURTENANCES SHALL BE SUPPLIED BY THE CONTRACTOR. 2. ALL PIPE AND FITTINGS TWO (2) INCHES AND SMALLER SHALL BE THREADED SCHEDULE 40 GALVANIZED STEEL OR BRASS. (FIGURE SODA). 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 SOOB). 4. VALVES SHALL BE CHAINED CLOSED.(FIGURE 5008) S. ALL FIRE LINES SHALL BE AS APPROVED BY THE FIRE DEPT. (FIGURE 5008). S. THE ENTIRE ASSEMBLY SHALL BE PAINTED SAFETY RED FOR FIRE PROTECTION USES AND BUCK FOR ALL OTHER USES. 7. A GATE VALVE SHALL BE INSTALLED AT THE ASSEMBLY'S CONNECTION POINT TO THE MAIN. (FIGURE 500B) DOUBLE CHECK OR REDUCED PRESSURE ZONE DETECTOR ASSEMBLY CITY OF SANFORD 1999 FIG. 500A TEMPORARY JUMPER CONNECTION NOTES: 1. A temporary jumper connection is required of all connections between existing NY. water mains and proposed new water main Improwmente. 2. 7M detaB above Is to be used for filling any new water main of any size from ezbllnyy as I- water mains and for flushing of new mains up to 8 INCHES IN DIAMETER (2 5 FPSminimum velocity) and for pulling bacteriological samples from any new water main of any size. The Jumper connection shall be maintained until often filling, flushing. testing and diskhfeaflon of the now main has been successfullyoompWW and clearance for use from the Florida Deportment of EmironnTe 1 1 Profection (FDEP) and other perftnerd ogenates haw bean received. The Jumper oonnectlon shall also be used to malntetn a minimum pnssun of 20 psi in fit new mains after dhdnfeallon and until the FDEP clearance letter Is obtained adequate. Thrust blocking and/or restraints shall be provided temporarily, as required. Pipe and flMngs used for connecting the newppiIpe to the existing pipe shall be disinfected prior to Installation in accordance with AWWA C651, 1992 edRbn. The tapping Mesa and We exterior of the main to be topped shall be dionfeafed by spraying or swabbing per section II of AMNIA C651-92. 3. Flushing underof lver Inches I, oiledIn ometer and conditions. larger The following procedures shbe at be fne ollowed: • tet -in A. The 8e -In valva shall be %;;I d and preauro tented In the presence of the utility company and engineer to wrNy water tighlnus prior to He -In. Valva which are not water fight shall be replaced with a now wit Installed immediately adjacent to the looking valve. IL The tery Pumper connection shall be constructed as detailed. The jumper connm etlaii be used to fill the new water main and for provl ng water for bac- onferlologlool sampling of tit new main an required by the FDEP perms • Flushing @hall not be a+hmplod during peak demand hours of the existing water molns. • AN downstream valves In the system must be open prior to opening the tie-in vat". • Provide for and monitor the pressure M the 8e -In point. The pi ure In the er<bHng main must not drop below 38 pet. • The tie -In rales Mall be opened a few }urns only, ensuring a pressure drop across the valve Is greater than 10 pit. C. The fte-in valve shall be looked closed by the utility company until flushing begins. D. The "s -In valve shall be opened only for flushing of the new main. The procedure shall be directed by the utility company and observed by the engineer. E. After flushing, the ite-in valve shall be closed and looked in the closed position by fit utility company. 4. The contractor shall provide documentation demonstrating that the doubts check bookflow prevention device has boon tested and to in good working order of the time of installation. S. Except as required to flush Ulna of 9Fea * than 8 Inches In diameter, the flc-in valve Theshall ml ON closed and shall be looked in the closed position by the utiNty company fte-in valve @hail remain looked closed until the new system has been cleared for Ues by FDEP and all other pertinent agencies. 6. Upon receipt of *Wren** for use from FOEP and on other pertinent agonc a, the ooMreator shall remove the temporary jumper connection. The corporation Mops are to be OkmW end plugged with 2 inch brass plugs. Uj and maintenance of the temporary jumper connection and associated pavenBeM dWAW f11BRpr V*^ 40% MMB r. IIIc TEMPORARY JUMPER CONNECTION CITY OF SANFORD 1999 FIG. 5048 HYDRANT OPERATING NUT HOSE NOZZLE AS RE 'D. 24" SQUARE AND PUMPER NOZZLE 6" THICK REIN- FACING STREET FORCED CONCRETE SHEAR PAD. (SEE NOTE 2) VALVE PAD 2 - +4 AT 9" (SEE FIGURE 107) O.C. ALL AROUND o A 6' Al COMPACTED it BACKFILL M J HYDRANT ANCHORING TEE -SEE NOTE 3 12' MIN. 6" BEDDING ROCK 6" PIPE MECHANICAL JOINT RESILIENT SEAT GATE WITH RESTRAINERS VALVE AND BOX (TYP-) (SEE FIGURE 400) NOTES: i. FIRE HYDRANT SHALL BE SUPPLIED WITHOUT A WEEP HOLE, OR WITH A PERMANENTLY PLUGGED WEEP HOLE. 2. THE DEVELOPER SHALL INSTALL THE SHEAR PAD RECESSED 6 INCHES BELOW THE FINISHED GRADE AND SOD THE RECESSED SECTION. 3. CLEARANCE BETWEEN BOTTOM OF BOLTS AND TOP OF SHEAR PAD SHALL BE A 12 INCH MINIMUM. 4. FIRE HYDRANTS SHALL BE MUELLER A-423, AMERICAN DARLING 9-84, KENNEDY K81A OR CLOW MEDALLION F-2345. 5. FIRE HYDRANTS SHALL BE IDENTIFIED IN ACCORDANCE WITH SECTION 52.7.5 OF THE UTILITIES MANUAL. 6. CONTRACTOR SHALL PROVIDE THE THE CITY WITH HYDRANT WRENCHES AND VALVE KEYS IN ACCORDANCE WITH SECTIONS 52.4 AND 52.7.3 OF THE UTILITIES MANUAL. FIRE HYDRANT ASSEMBLY DETAIL CITY OF SANFORD 1999 FIG. 402 DOUBLE CHECK OR REDUCED PRESSURE ZONE DETECTOR ASSEMBLY AS APPROVED BY THE CRY O.S. 8: Y. RESILIENT SEAT GATE VALVE. (2 REQUIRED) TEST COCK (TYP.) RODS ON D.I.P. RISER (TYP) FUNOED ---- 90' -90' BEND 4" CONCRETE SLAB (2 REQ.) WITH NO. 6 x 6 W10 x WIG i WIRE MESH SLOPE x-«24" a SLOPS 1/2* PREFORMED JO INT A UE�\�/ MATERIAL BETWEEN 36" MIN. COVER ST`.NDSPIPE AND CONCRETE AS (TYP) FROM 90' BEND (2 REQ.) TO cE RAMI THRUST COLLAR RODDED TO THRUST COLLAR RODDED TO 90' BEND OR AS REQUIRED 90' BEND OR RESTRAINED BY THE CRY BACK TO VALVE AS REQUIRED BY THE CRY 3 INCH AND ABOVE ASSEMBLY DOUBLE CHECK VALVE DETECTOR METER ASSEMBLY (MINIMUM) BALL VALVE 1'0" MIN (2 REQUIRED) 5'0" MIN CONCRETE SLAB ABOVE GROUND DEVICE WITH 2'0" MIN DETECTOR BYPASS DOUBLE CHEGK OR REDUCED PRESSURE ZONE DETECTOR ASSEMBLY CITY OF SANFORD 1999 FIG. 500B 9^ lit it > o - s • 4 TYPICAL RENnENTIAL REGI AIMED WATER IRRIGATION SYSTEM LAYOUT CITY OF' SANFORD _T_ 1999 TFIG. 505 TRAFFIC COVER WHERE REQ'D. DOUBLE METER BOX (18" x 24" MIN.) FINISHED GRADE 4- 2" CAP 2" GATE VALVE 2» 90' BEND I 2" 90" BEND RESTRAINED JOINT DUCTILE IRON g" BEDDING ROCK WATER MAIN TAPPED CAP NOTES: 1. ALL 2 INCH PIPE AND FITTINGS SHALL BE SCHEDULE 40 GALVANIZED STEEL OR BRASS WITH THREADED (NPT) JOINTS. USE TEFLON TAPE ON JOINTS. 2. COLOR SHALL BE APPROPRIATE FOR USE. 3. WATER PLUS CORPORATION MODEL VB 2000 OR EQUAL MAY BE SUBSTITUTED AS APPROVED BY THE UTILITIES DIRECTOR. BLOWOFF VALVE DETAIL CITY OF SANFORD 1999 FIG. 403 RMNT Of WAY UNE COVER (SEE FIGURE 115) VALVE PAD IN .UNPAVED AREAS REDUCED PRESSURE DEVICE AND FITTINGS (SEE FIGURE 107) (NOT REQUIRED WHERE RECLAIMED SPASS HOWSIX L VQr. TORR. VYRT. ILCMa. VCT. vAMAllr4i FINISHED GRADE METER BOX AND UD UNION FLAAM T1s TO BE FLUSH WITH wATu FINISHED GRADE. /\ a e c ri" her, wAmi� r i BACKFILL 10' 1r B'o' 14 GAUGE COLOR CODED Tt VALVEb SPLICE BACK ABOVE �� INSULATED LOCATE WIRE 4" TO 6" INTO MAIN FiNISHE 1 LOCATE WIRE GRADE \ tr sPcoL PIECE r/ BUTTERFLY - ADJUSTABLE CAST DOW CHMK OR PLDUfXA VALVE IRON VALVE BOX RANISED 'T" TO BYN'Aes METER ASSEMLYREQUBOETIECTORY CURB STOP o e e / PREFORMO) ;OMIT APPLIES ONLY IF IRRIGATION METER HAS SEPARATE TAP TO MAIN. IN MOST CASES CORP. STOP �1 ,�, /Ew[LN PML TO THE HOUSE METER AND OFF OF THE DOUBLE STRAP SADDLE ,UV e e e q O.S. t Y. SESIiJir MGT VALVR AND OOMCRM SLAM NOTES: V V 1. A POSITIVE DIELECTRIC CONNECTION SHALL BE MADE BETWEEN ALL GALVANIZED AND BRASS COMPONENTS. (B NOW Rm) 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. Oo' FLAIReED sE• 3. USE PRIMER SUITED TO BASE MATERIALS. UNDISTURBED EXTERIOR ENAMEL BEDDING ROCK EARTH ABOVE HIGHEST OUTLET. VACUUM BREAKER OR '�ys• y� ZONE ASSEMBLY CITY OF SANFORD NOTES: G. 502 Si' MAX. 1. PVC EXTENSIONS MAY BE USED ON VALVE BOX INSTALLATION. wn MMSLI 2. ALL WATER SHUT-OFF VALVES THIRTY (30) INCHES AND _� LARGER SHALL BE BUTTERFLY VALVES. SEE SECTION 52.3 OF THE UTILITIES MANUAL VALVE Y 3. CONTRACTOR SHALL PROVIDE THE CITY WITH VALVE KEYS - q MJ MEMO (S RENO) IN ACCORDANCE WITH SECTION 52.4 OF THE UTILITIES MANUAL. TO SaWa- BUTTERFLY VALVE AND BOX DETAIL CITY OF SANFORD - 1999 FIG. 401 NOTES: 1. ALL PIPE FITTINGS, MATERIALS, LABOR, AND APPURTENANCES SHALL BE SUPPLIED BY THE CONTRACTOR. 2. ALL PIPE AND FITTINGS TWO (2) INCHES AND SMALLER SHALL BE THREADED SCHEDULE 40 GALVANIZED STEEL OR BRASS. (FIGURE SODA). 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 SOOB). 4. VALVES SHALL BE CHAINED CLOSED.(FIGURE 5008) S. ALL FIRE LINES SHALL BE AS APPROVED BY THE FIRE DEPT. (FIGURE 5008). S. THE ENTIRE ASSEMBLY SHALL BE PAINTED SAFETY RED FOR FIRE PROTECTION USES AND BUCK FOR ALL OTHER USES. 7. A GATE VALVE SHALL BE INSTALLED AT THE ASSEMBLY'S CONNECTION POINT TO THE MAIN. (FIGURE 500B) DOUBLE CHECK OR REDUCED PRESSURE ZONE DETECTOR ASSEMBLY CITY OF SANFORD 1999 FIG. 500A TEMPORARY JUMPER CONNECTION NOTES: 1. A temporary jumper connection is required of all connections between existing NY. water mains and proposed new water main Improwmente. 2. 7M detaB above Is to be used for filling any new water main of any size from ezbllnyy as I- water mains and for flushing of new mains up to 8 INCHES IN DIAMETER (2 5 FPSminimum velocity) and for pulling bacteriological samples from any new water main of any size. The Jumper connection shall be maintained until often filling, flushing. testing and diskhfeaflon of the now main has been successfullyoompWW and clearance for use from the Florida Deportment of EmironnTe 1 1 Profection (FDEP) and other perftnerd ogenates haw bean received. The Jumper oonnectlon shall also be used to malntetn a minimum pnssun of 20 psi in fit new mains after dhdnfeallon and until the FDEP clearance letter Is obtained adequate. Thrust blocking and/or restraints shall be provided temporarily, as required. Pipe and flMngs used for connecting the newppiIpe to the existing pipe shall be disinfected prior to Installation in accordance with AWWA C651, 1992 edRbn. The tapping Mesa and We exterior of the main to be topped shall be dionfeafed by spraying or swabbing per section II of AMNIA C651-92. 3. Flushing underof lver Inches I, oiledIn ometer and conditions. larger The following procedures shbe at be fne ollowed: • tet -in A. The 8e -In valva shall be %;;I d and preauro tented In the presence of the utility company and engineer to wrNy water tighlnus prior to He -In. Valva which are not water fight shall be replaced with a now wit Installed immediately adjacent to the looking valve. IL The tery Pumper connection shall be constructed as detailed. The jumper connm etlaii be used to fill the new water main and for provl ng water for bac- onferlologlool sampling of tit new main an required by the FDEP perms • Flushing @hall not be a+hmplod during peak demand hours of the existing water molns. • AN downstream valves In the system must be open prior to opening the tie-in vat". • Provide for and monitor the pressure M the 8e -In point. The pi ure In the er<bHng main must not drop below 38 pet. • The tie -In rales Mall be opened a few }urns only, ensuring a pressure drop across the valve Is greater than 10 pit. C. The fte-in valve shall be looked closed by the utility company until flushing begins. D. The "s -In valve shall be opened only for flushing of the new main. The procedure shall be directed by the utility company and observed by the engineer. E. After flushing, the ite-in valve shall be closed and looked in the closed position by fit utility company. 4. The contractor shall provide documentation demonstrating that the doubts check bookflow prevention device has boon tested and to in good working order of the time of installation. S. Except as required to flush Ulna of 9Fea * than 8 Inches In diameter, the flc-in valve Theshall ml ON closed and shall be looked in the closed position by the utiNty company fte-in valve @hail remain looked closed until the new system has been cleared for Ues by FDEP and all other pertinent agencies. 6. Upon receipt of *Wren** for use from FOEP and on other pertinent agonc a, the ooMreator shall remove the temporary jumper connection. The corporation Mops are to be OkmW end plugged with 2 inch brass plugs. Uj and maintenance of the temporary jumper connection and associated pavenBeM dWAW f11BRpr V*^ 40% MMB r. IIIc TEMPORARY JUMPER CONNECTION CITY OF SANFORD 1999 FIG. 5048 HYDRANT OPERATING NUT HOSE NOZZLE AS RE 'D. 24" SQUARE AND PUMPER NOZZLE 6" THICK REIN- FACING STREET FORCED CONCRETE SHEAR PAD. (SEE NOTE 2) VALVE PAD 2 - +4 AT 9" (SEE FIGURE 107) O.C. ALL AROUND o A 6' Al COMPACTED it BACKFILL M J HYDRANT ANCHORING TEE -SEE NOTE 3 12' MIN. 6" BEDDING ROCK 6" PIPE MECHANICAL JOINT RESILIENT SEAT GATE WITH RESTRAINERS VALVE AND BOX (TYP-) (SEE FIGURE 400) NOTES: i. FIRE HYDRANT SHALL BE SUPPLIED WITHOUT A WEEP HOLE, OR WITH A PERMANENTLY PLUGGED WEEP HOLE. 2. THE DEVELOPER SHALL INSTALL THE SHEAR PAD RECESSED 6 INCHES BELOW THE FINISHED GRADE AND SOD THE RECESSED SECTION. 3. CLEARANCE BETWEEN BOTTOM OF BOLTS AND TOP OF SHEAR PAD SHALL BE A 12 INCH MINIMUM. 4. FIRE HYDRANTS SHALL BE MUELLER A-423, AMERICAN DARLING 9-84, KENNEDY K81A OR CLOW MEDALLION F-2345. 5. FIRE HYDRANTS SHALL BE IDENTIFIED IN ACCORDANCE WITH SECTION 52.7.5 OF THE UTILITIES MANUAL. 6. CONTRACTOR SHALL PROVIDE THE THE CITY WITH HYDRANT WRENCHES AND VALVE KEYS IN ACCORDANCE WITH SECTIONS 52.4 AND 52.7.3 OF THE UTILITIES MANUAL. FIRE HYDRANT ASSEMBLY DETAIL CITY OF SANFORD 1999 FIG. 402 DOUBLE CHECK OR REDUCED PRESSURE ZONE DETECTOR ASSEMBLY AS APPROVED BY THE CRY O.S. 8: Y. RESILIENT SEAT GATE VALVE. (2 REQUIRED) TEST COCK (TYP.) RODS ON D.I.P. RISER (TYP) FUNOED ---- 90' -90' BEND 4" CONCRETE SLAB (2 REQ.) WITH NO. 6 x 6 W10 x WIG i WIRE MESH SLOPE x-«24" a SLOPS 1/2* PREFORMED JO INT A UE�\�/ MATERIAL BETWEEN 36" MIN. COVER ST`.NDSPIPE AND CONCRETE AS (TYP) FROM 90' BEND (2 REQ.) TO cE RAMI THRUST COLLAR RODDED TO THRUST COLLAR RODDED TO 90' BEND OR AS REQUIRED 90' BEND OR RESTRAINED BY THE CRY BACK TO VALVE AS REQUIRED BY THE CRY 3 INCH AND ABOVE ASSEMBLY DOUBLE CHECK VALVE DETECTOR METER ASSEMBLY (MINIMUM) BALL VALVE 1'0" MIN (2 REQUIRED) 5'0" MIN CONCRETE SLAB ABOVE GROUND DEVICE WITH 2'0" MIN DETECTOR BYPASS DOUBLE CHEGK OR REDUCED PRESSURE ZONE DETECTOR ASSEMBLY CITY OF SANFORD 1999 FIG. 500B 9^ lit it > o - s • 4 TYPICAL RENnENTIAL REGI AIMED WATER IRRIGATION SYSTEM LAYOUT CITY OF' SANFORD _T_ 1999 TFIG. 505 TRAFFIC COVER WHERE REQ'D. DOUBLE METER BOX (18" x 24" MIN.) FINISHED GRADE 4- 2" CAP 2" GATE VALVE 2» 90' BEND I 2" 90" BEND RESTRAINED JOINT DUCTILE IRON g" BEDDING ROCK WATER MAIN TAPPED CAP NOTES: 1. ALL 2 INCH PIPE AND FITTINGS SHALL BE SCHEDULE 40 GALVANIZED STEEL OR BRASS WITH THREADED (NPT) JOINTS. USE TEFLON TAPE ON JOINTS. 2. COLOR SHALL BE APPROPRIATE FOR USE. 3. WATER PLUS CORPORATION MODEL VB 2000 OR EQUAL MAY BE SUBSTITUTED AS APPROVED BY THE UTILITIES DIRECTOR. BLOWOFF VALVE DETAIL CITY OF SANFORD 1999 FIG. 403 RMNT Of WAY UNE PRESSURE VACUUM BREAKER OR VAIIES WTf OF Umm EASCIMEIT REDUCED PRESSURE DEVICE AND FITTINGS CONCRETE SLAB (NOT REQUIRED WHERE RECLAIMED SPASS HOWSIX L VQr. TORR. VYRT. ILCMa. VCT. vAMAllr4i WATER IS UTILIZED) METER BOX AND UD UNION FLAAM T1s TO BE FLUSH WITH wATu FINISHED GRADE. (2 IKg1I11LD) a e c ri" her, wAmi� 0 10' 1r B'o' MIM. Tt VALVEb ABOVE CURB 4" TO 6" METER t • PANG (SEE Morn 9-10) FiNISHE GRADE tr sPcoL PIECE - DOW CHMK OR PLDUfXA RANISED 'T" TO BYN'Aes METER ASSEMLYREQUBOETIECTORY CURB STOP TILE CRY PREFORMO) ;OMIT APPLIES ONLY IF IRRIGATION METER HAS SEPARATE TAP TO MAIN. IN MOST CASES CORP. STOP �1 ,�, /Ew[LN PML TO THE HOUSE METER AND OFF OF THE DOUBLE STRAP SADDLE SAME SERVICE CONNECTION. O.S. t Y. SESIiJir MGT VALVR AND OOMCRM SLAM NOTES: 1. A POSITIVE DIELECTRIC CONNECTION SHALL BE MADE BETWEEN ALL GALVANIZED AND BRASS COMPONENTS. (B NOW Rm) 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. Oo' FLAIReED sE• 3. USE PRIMER SUITED TO BASE MATERIALS. FINISH WITH TWO COATS OF PURPLE EXTERIOR ENAMEL Roos ate D I ►. situ P COMORM BLAS WRIT ABOVE HIGHEST OUTLET. VACUUM BREAKER OR '�ys• y� ZONE ASSEMBLY CITY OF SANFORD No. • x S. M10 x w10 G. 502 Si' MAX. •LOP[ 1 wn MMSLI FB/YtD oRADL _� TL VALVE Y - q MJ MEMO (S RENO) TO SaWa- I TMMUMf CMLAR N x=0 TO - I W on OR MESIMAMIm ADAWAINE PPC To VALVE AS RIQUM SUPPORT STANDS TMMIT COLLAR WODED TO In THE CITY so' MOO ON TOTALLY Jf9� KFIRA/m AS M Mt MM 1. ALL PPE AND RITING& ANO APKWrENANCFS M THE CRY SMALL ME SUPPLIED MY 71E L ALL PIPE AID FIT W= TNREE__ _(3) *Win AND :AMM SiWl 9E REttRAItED JONr OU6TRE " wE. AIM SRADE Jt»Rs SHALL SE FACTORY -FLANGED. 3. THREE (3) MCH METERS AND ABOVE SMALL ME ABOVE OROUND NISTALLA WITN BYPASS. 4. VALYLS SMALL ME CHADIC CUMM 4 TIH9 AlM GRROUNO BYPASS LINE SMALL BL SLZLD FOR SME ROW • ALL FINK LINES SHALL K A MINIMUM OF PONT (B) INCHES OR AS APPMOVED BY THE FMK DEPT. 7. THE EMTBK ASSLMBLY SHILL BE PANTED SAFETY IED FOR FRE PROTECTION USES AND INACK FOR ALL OTHQ USES. L A 9ATL VALVE SHALL SE SWAIM AT THE ASSEMBLY'S CONNECTION POINT TO THE MAIN... S. DUAL DOMESTIC -M rLOw MASTER METERS SHALL SE THE COMPOUND TYK . to. DOMiSn0 WATEIt MASTER MUM SMALL K EITH[R COMPOUND ON I MLNE TURME TYPE As OMRMNRD FROM THE PROPOSED USM N AOCORDAHCE WITH APPOW 'D' OF THE UTMJTEE . MANUAL. DUAL DOMESTIC-FIRE/FLOW DOMESTIC WATER MASTER METER ASSEMBLY CITY OF SANFORD 1999 FIG. 501 9k ep 1 11 11� if ft1 1. ; sag . I i U I I TYPICAL COMMERCIAL RECLAIMED WATER IRRIGATION SYST L!•YOLIT CITY OF SANFORD 1999 FIG. 506 DOUBLE SINGLE LOTS (TYP.) SE"I (TYP.) SERVICE (TYP.) PROPERTY LINE (TYP.) WA R MAIN (6' MINIMUM) �a SEINER MART CLEANOUT LEA OI(TYP.) REDUCER4" MAI6" FIRE HYDRANT BLY (SEENGS AS S OTE 1) RIGHT OF WAY LINE SEPARATE 46ER CURB BOXES WATER MAIN 2' (TYP.) SIDEWALK (TYP.) RIGHT OF WAY LINE NOTES: 1. ANCHORING TYPE 90' BEND SHALL ONLY BE USED WHERE RIGHT- OF-WAY CONSTRUCTION WILL NOT ALLOW INSTALLATION OF A STRAIGHT ASSEMBLY. 2, LAYOUT OF RECLAIMED WATER MAINS AND SERVICES SHALL CONFORM TO THE INTENT OF THIS FIGURE. TYPICAL SERVICE LOCATION DETAIL CITY OF SANFORD 1999 FIG, 404 SCHEDULE 40 GALVANIZED PIPE AND FITTINGS OR PRESSURE VACUUM BREAKER OR SCHEDULE 80 PVC PIPE IL REDUCED PRESSURE DEVICE AND FITTINGS (NOT REQUIRED WHERE RECLAIMED VQr. HOWSIX L VQr. TORR. VYRT. ILCMa. VCT. vAMAllr4i WATER IS UTILIZED) METER BOX AND UD UNION UNION TO BE FLUSH WITH wATu FINISHED GRADE. �arnFlllaAL4 a e c SHUT OFF VALVE wAmi� 0 10' 1r 12" TO 30" I ABOVE CURB 4" TO 6" GRADE FiNISHE GRADE METER CURB STOP �-- SERVICE UNE APPLIES ONLY IF IRRIGATION METER HAS SEPARATE TAP TO MAIN. IN MOST CASES CORP. STOP THE IRRIGATION METER WILL BE PARALLEL TO THE HOUSE METER AND OFF OF THE DOUBLE STRAP SADDLE SAME SERVICE CONNECTION. WATER MAIN NOTES: 1. A POSITIVE DIELECTRIC CONNECTION SHALL BE MADE BETWEEN ALL GALVANIZED AND BRASS COMPONENTS. 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 PURPLE EXTERIOR ENAMEL 4. DEVICE SHALL BE 12 INCHES (MINIMUM) IRRIGATION METER PRESSURE ABOVE HIGHEST OUTLET. VACUUM BREAKER OR REDUCED PRESSURE ZONE ASSEMBLY CITY OF SANFORD 1999 G. 502 DISINFECTION Before belnp placed in service, all now water main* shall be chlorinated in accordance with the specifications below and a procedures outline in AWWA C-651 Standard Procedure for Disinfecting Water Mains". All provisions of the Florida Department of Environmental Protection permti shall be compiled with. WATER SYSTEM TESTING: *testing shall be performed at 150 pounds per square inch pressure, unless ofMnrtn approved by the City, for a period of not less than two (2) hours. Testing shall be in accordance with the applicable provisions as set forth in Section 13, AWWA Standard C600 for dualtble Iron pipe and' AWWA Manual Number M-23 for PVC pipe. The testing procedure shall Include the continued application of the specified pressure to the test system, for the two hour mod, by way of a pump t king sup y from a container wrabte hon measusin wa1♦r. Ion T tF • amo�nt of los sMiall be �etermine� by m tturing the va ume splooed fro sold oortainer. Shou d tit test fall, neoeaeary Twp re sha�be a000mplished by Me aontroctor and the test repeated unfit within the estpblished limits. The contractor shall furnish the necessary labor, water pumps, gauge and ail other items required to conduct the required water distrtbulbn system and perform necessary repaire. WATER SYSTEM TESTING AND DISINFECTION CITY OF SANFORD 1999 FIG. 507 SCHEDULE 40 GALVANIZED PIPE AND FITTINGS OR DOUBLE CHECK OR SCHEDULE 80 PVC PIPE R. REDUCED PRESSURE DEVICE AND FITTINGS METER BOX AND UD UNION UNION TO BE FLUSH WITH FINISHED GRADE. SHUT OFF VALVE 112" TO 30" ABOVE CURB 4" TO 6" GRADE FINISHED I GRADL=E 4. ti1� Tris 1 , r • METER CURB STOP +- SERVICE LINE -+-- CORP. STOP DOUBLE STRAP SADDLE WATER MAIN NOTES: 1. A POSITIVEDIELECTRIC CONNECTION SHALL BE MADE BETWEEN ALL GALVANIZED AND BRASS COMPONENTS. 2. METER SHALL BE INSTALLED iETWEEN SIDEWALK AND CURB WHERE APPLICABLE, OR AT PROPERTY LINE AND IN NO CASE SHALL R BE INSTALLED IN SIDEWALK OR OTHER PAVED AREAS. 3. USE PRIMER SUITED TO BASE MATERIALS. FINISH WiTH TWO COATS OF BLACK EXTERIOR ENAMEL DOMESTIC METER AND DOUBLE CHECK VALVE QR REDUCED PRESSURE ZONE ASSEMBLY CITY OF SANFORD 1999 FIG. 503 GENERAL NOTES: HORIZONTAL t VERTICAL SEPARATION REQUIREMENTS UTILITY PROPOSED POUfE wATQ BDCL.AIM WATER (WIMM M F.M. STORM ACCaTASLE 1. THE TABLE REPRESENTS THE MINIMUM SEPARATION REQUIREMENTS AS DESCRIBED IN F.D.E.P. RULES OF THE FLORIDA ADMINISTRATION CODE NFEWLYP )ROPOSED UTILITY LITHESE NES ANDMENTS EXISTING OR PR EBETWEE� LINES. •2. FOR THE PURPOSE OF THIS TABLE, RECLAIMED WATER SHALL MEAN UNRESTRICTED PUBLIC ACCESS REUSE WATER AS DEFINED BY F.A.C. 17-610. OTHER TYPES OF RECLAIMED WATER ARE CONSIDERED RAW SEWAGE AND SEPARATIONS LISTED FOR SANITARY SEWER SHALL APPLY. 3. ALL SEPARATION DISTANCES ARE FROM OUTSIDE OF PIPE TO OUTSIDE OF PIPE UNLESS OTHERWISE SPECIFIED. CRITERION PRODUCINGRE GREATER CLEARANCE SHALL BE USED. C/C - DENOTES CENTER OF PIPE TO CENTER OF PIPE. 0/0 - DENOTES OUTSIDE OF PIPE TO OUTSIDE OF PIPE. 4. ACCEPTABLE VARIANCES: A. WHERE HORIZONTAL SEPARATION IS NOT ATTAINABLE, DUCTILE IRON PIPE OR CONCRETE ENCASEMENT MUST BE USED FOR AT LEAST ONE OF THE PIPES. DUCTILE" IRON OR CONCRETE EN- CASEMENT MUST BE USED UNTIL MINIMUM CLEARANCE IS REGAINED. B. WHERE 18 INCH VERTICAL SEPARATION IS NOT ATTAINABLE AT CROSSINGS, USE ONE FULL LENGTH OF DUCTILE IRON OR EN- CASED PIPE CENTERED AT THE POINT OF CROSSING. SPECIAL SUPPORT MAY BE REQUIRED. 5. NO WATER PIPE SHALL PASS THROUGH OR COME IN CONTACT WITH ANY PART OF A SANITARY OR STORM WATER MANHOLE OR STRUCTURE. UTILITY MAIN SEPARATION REQUIREMENTS CITY OF SANFORD 1999 FIG. 506 CORPORATION MARK W"M CORPORATION Y-SRANCH (I- MIN.) PAINTED WENTI- STOP, (I- WL) FITTING CAL COLOR a P"wo WITH Lot MUM `x 3/4) CURI sw cum(`et NOTE L G. URS PROPERTY LLE TURING((1 MIN.) PROPER^' LW SIMME METER BOX AND /OIVDUAL METER 10X13 t WATER METER UP TO Z• WATER METIERS UP TO r (BY CITY OF SANFORD) (9Y CITY OF SAW0010): SINGLE SERVlrc DOUBLE SERVICE CONTINUOUS COLOR CODED 14 GAUGE CORPORATION STOP INSULATED COPPER DOUBLE CHECK t FITTING LOCATING WIRE VALVE (NORMALLY OPEN) LOCATING WIRE ALONG MAIN ((SPLICE SERVICE WIRE TO MAIN WIRE WITH WATERPROOF CONNECTOR) 30. _ 48, YOKE BAR METER AWWA TYPE CURB STOP CC THREADS FLEXIBLE WATER MAIN COPPER OR CTS POLYETHYLENE SADDLE TUBING (1- MIN) NOTES: 1. ALL FITTINGS SHALL BE BRASS WITH COMPRESSION/PACK JOINT TYPE CONNECTIONS. 2. NO SERVICE LINE SHALL TERMINATE UNDER A DRIVEWAY. 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 ib" STAKE WITH THE TOP PAINTED BLUE AND MARKED WITH THE NUMBER OF THE LOTS) TO BE SERVED. 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 CITY OF SANFORD 1999 FIG. 405 2"METER DOUBLE CHECK BACKFLOW PREVENTER ASSEMBLY SCH. 40 GALVANIZED PIPE AND FITTINOS PRESSURE GAUGE PROVIDE TEMPORARY SUPPORTS AS REQUIRED. 12" TO 30' 3 4" HOSEBIBS ABOVE W/VACUUM BREAKER 2" SCHD. 80 PVC. GRADE +- 2" SCHD. SO PVC PRESSURE GAUGE i I I DOUBLE STRAP SADDLE - 2" CORP. STOP 2' OORP. STOP EXISTRNG e e NEW WATER LINE WATER LINE -► FLOW - TIE-IN VALVE MUST BE CLOSED AND REMAIN LOCKED. CiTY TO PROVIDE LOCKING MECHANISM. VALVE WILL BE OPERATED BY CITY PERSONNEL ONLY. NOTE: THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL MATERIALS, ASSEMBLY, AND THE INSTALLATION OF THE DEVICE. TEMPORARY JUMPER CONNECTION CITY OF SANFORD 1999 FIG. 504A CAUTION MODIFICATION OF THESE DETAILS BY NON -CITY OF SANFORD PERSONNEL, OTHER THAN THE FILLING IN OF BLANK INFORMATION LOCATIONS, SHALL RESULT IN THE WITHDRAWAL OF THE UTILITIES DEPARTMENT'S APPROVAL OF THE SUBJECT ENGINEERING PLANS. /-y"0000, STANDARD DETAILS 3 CITY OF SANFORD UTILITY STANDARD DETAILS IDATE1999 T��M. CRUMPTON PE DET003 1LMtR mom VQr. HOWSIX L VQr. TORR. VYRT. ILCMa. VCT. vAMAllr4i PmAslt " 10' 1r 1N Is' wATu �arnFlllaAL4 a e c s ° 1s' - - wAmi� 0 10' 1r d• O C tr GENERAL NOTES: HORIZONTAL t VERTICAL SEPARATION REQUIREMENTS UTILITY PROPOSED POUfE wATQ BDCL.AIM WATER (WIMM M F.M. STORM ACCaTASLE 1. THE TABLE REPRESENTS THE MINIMUM SEPARATION REQUIREMENTS AS DESCRIBED IN F.D.E.P. RULES OF THE FLORIDA ADMINISTRATION CODE NFEWLYP )ROPOSED UTILITY LITHESE NES ANDMENTS EXISTING OR PR EBETWEE� LINES. •2. FOR THE PURPOSE OF THIS TABLE, RECLAIMED WATER SHALL MEAN UNRESTRICTED PUBLIC ACCESS REUSE WATER AS DEFINED BY F.A.C. 17-610. OTHER TYPES OF RECLAIMED WATER ARE CONSIDERED RAW SEWAGE AND SEPARATIONS LISTED FOR SANITARY SEWER SHALL APPLY. 3. ALL SEPARATION DISTANCES ARE FROM OUTSIDE OF PIPE TO OUTSIDE OF PIPE UNLESS OTHERWISE SPECIFIED. CRITERION PRODUCINGRE GREATER CLEARANCE SHALL BE USED. C/C - DENOTES CENTER OF PIPE TO CENTER OF PIPE. 0/0 - DENOTES OUTSIDE OF PIPE TO OUTSIDE OF PIPE. 4. ACCEPTABLE VARIANCES: A. WHERE HORIZONTAL SEPARATION IS NOT ATTAINABLE, DUCTILE IRON PIPE OR CONCRETE ENCASEMENT MUST BE USED FOR AT LEAST ONE OF THE PIPES. DUCTILE" IRON OR CONCRETE EN- CASEMENT MUST BE USED UNTIL MINIMUM CLEARANCE IS REGAINED. B. WHERE 18 INCH VERTICAL SEPARATION IS NOT ATTAINABLE AT CROSSINGS, USE ONE FULL LENGTH OF DUCTILE IRON OR EN- CASED PIPE CENTERED AT THE POINT OF CROSSING. SPECIAL SUPPORT MAY BE REQUIRED. 5. NO WATER PIPE SHALL PASS THROUGH OR COME IN CONTACT WITH ANY PART OF A SANITARY OR STORM WATER MANHOLE OR STRUCTURE. UTILITY MAIN SEPARATION REQUIREMENTS CITY OF SANFORD 1999 FIG. 506 CORPORATION MARK W"M CORPORATION Y-SRANCH (I- MIN.) PAINTED WENTI- STOP, (I- WL) FITTING CAL COLOR a P"wo WITH Lot MUM `x 3/4) CURI sw cum(`et NOTE L G. URS PROPERTY LLE TURING((1 MIN.) PROPER^' LW SIMME METER BOX AND /OIVDUAL METER 10X13 t WATER METER UP TO Z• WATER METIERS UP TO r (BY CITY OF SANFORD) (9Y CITY OF SAW0010): SINGLE SERVlrc DOUBLE SERVICE CONTINUOUS COLOR CODED 14 GAUGE CORPORATION STOP INSULATED COPPER DOUBLE CHECK t FITTING LOCATING WIRE VALVE (NORMALLY OPEN) LOCATING WIRE ALONG MAIN ((SPLICE SERVICE WIRE TO MAIN WIRE WITH WATERPROOF CONNECTOR) 30. _ 48, YOKE BAR METER AWWA TYPE CURB STOP CC THREADS FLEXIBLE WATER MAIN COPPER OR CTS POLYETHYLENE SADDLE TUBING (1- MIN) NOTES: 1. ALL FITTINGS SHALL BE BRASS WITH COMPRESSION/PACK JOINT TYPE CONNECTIONS. 2. NO SERVICE LINE SHALL TERMINATE UNDER A DRIVEWAY. 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 ib" STAKE WITH THE TOP PAINTED BLUE AND MARKED WITH THE NUMBER OF THE LOTS) TO BE SERVED. 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 CITY OF SANFORD 1999 FIG. 405 2"METER DOUBLE CHECK BACKFLOW PREVENTER ASSEMBLY SCH. 40 GALVANIZED PIPE AND FITTINOS PRESSURE GAUGE PROVIDE TEMPORARY SUPPORTS AS REQUIRED. 12" TO 30' 3 4" HOSEBIBS ABOVE W/VACUUM BREAKER 2" SCHD. 80 PVC. GRADE +- 2" SCHD. SO PVC PRESSURE GAUGE i I I DOUBLE STRAP SADDLE - 2" CORP. STOP 2' OORP. STOP EXISTRNG e e NEW WATER LINE WATER LINE -► FLOW - TIE-IN VALVE MUST BE CLOSED AND REMAIN LOCKED. CiTY TO PROVIDE LOCKING MECHANISM. VALVE WILL BE OPERATED BY CITY PERSONNEL ONLY. NOTE: THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL MATERIALS, ASSEMBLY, AND THE INSTALLATION OF THE DEVICE. TEMPORARY JUMPER CONNECTION CITY OF SANFORD 1999 FIG. 504A CAUTION MODIFICATION OF THESE DETAILS BY NON -CITY OF SANFORD PERSONNEL, OTHER THAN THE FILLING IN OF BLANK INFORMATION LOCATIONS, SHALL RESULT IN THE WITHDRAWAL OF THE UTILITIES DEPARTMENT'S APPROVAL OF THE SUBJECT ENGINEERING PLANS. /-y"0000, STANDARD DETAILS 3 CITY OF SANFORD UTILITY STANDARD DETAILS IDATE1999 T��M. CRUMPTON PE DET003 A E R O N T E L. E V A T I O ISI 1 2 i 0' 2' 4' 8' 16' 3 GEN ERAI NOTES 1. THE GENERAL CONTRACTOR AND EACH SUBCONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS PRIOR TO SUBMITING A BID AND PRIOR TO THE START OF ANY WORK. ALL INCONSISTENCIES SHALL BE REPORTED TO THE ARCHITECT PRIOR TO BIDDING AND CONSTRUCTION. 2. THE CONTRACTOR SHALL INFORM HIMSELF OF ALL EXISTING CONDITIONS AND LIMITATIONS OF THE SITE. 3. ALL DIMENSIONS ARE NOMINAL (UNLESS NOTED OTHERWISE.) 4. IN THE ABSENCE OF DETAILED SPECIFICATIONS, IT IS THE INTENT THAT THE WORK INDICATED ON THESE DRAWINGS BE PERFORMED IN A WORKMANLIKE MANNER AND BE COMPLETE IN EVERY RESPECT FOR OCCUPANCY BY THE OWNER. TOLERANCES ARE TYPICALLY 1/8" IN 10'-0"; 5. ALL WORK OR MATERIALS NOT SHOWN ON THE DRAWINGS, BUT NORMALLY REQUIRED TO COMPLETE THE WORK, SHALL BE FURNISHED, PERFORMED, AND DONE BY THE GENERAL CONTRACTOR AS IF THE SAME WERE SHOWN ON THE DRAWINGS. 6. FLASH ALL ROOF PENETRATIONS WATERTIGHT WITH MATERIALS I I WHICH ARE COMPATIBLE WITH ROOFING MATERIALS. COMPLY WITH "SMACNA" RECOMMENDATIONS AND STANDARDS FOR INSTALLATION. RIGHT SIDE ELEVATION a 2 4 8 16 SCALE: 1/8" = 1'-0" 7. INSTALL ALL MATERIALS PER MANUFACTURER'S RECOMMMENDATIONS. 8. FIELD VERIFY ALL DIMENSIONS AND ROUGH -IN DIMENSIONS WITH ACTUAL CONDITIONS. C 0 E 9. ALL SYSTEMS AND CONSTRUCTION TO BE COMPLETE IN EVERY � � � RESPECT AND OPERATIONAL FOR THE PURPOSE FOR WHICH THEY WERE INTENDED. PROVIDE OWNER WITH ALL WARRANTIES FOR MATERIALS, SYSTEMS, ETC. 10. PROVIDE NEW HVAC, ELECTRICAL AND PLUMBING SYSTEMS AS REQUIRED. SUBCONTRACTORS TO PROVIDE DRAWINGS FOR PERMIT AND ALL LABOR, MATERIALS, AND ANY MISCELLANEOUS ITEMS NECESSARY FOR COMPLETED SYSTEMS READY FOR OPERATION. 11. UNLESS OTHERWISE INDICATED, ALL EQUIPMENT, MATERIALS, FINISHES, COLORS, ETC., SHALL BE SELECTED BY OWNER. 12. ARCHITECT ASSUMES NO LIABILITY FOR CHANGES MADE IN THE FIELD OR EXISTING CONDITIONS. 13. WHERE INCONSISTENCIES OR CONFLICTS OCCUR WITHIN THE DRAWINGS, THE MORE STRINGENT SHALL GOVERN. REPORT THESE IN WRITING TO THE ARCHITECT BEFORE PROCEEDING WITH CONSTRUCTION. 14. PAINTING SHALL BE AS DIRECTED BY OWNER. FOLLOW X—BRACING C REAR ,-ELEVATION SCALE: 1/8" = 1 0 E L O O R "PLAN 3' o' 2' 4' 8' 16' NOTES: QoU SCALE: 1/8 1 —0 1. SEE SHEET A-3 FOR DOOR / WINDOW SCHEDULES. xeucs ELEV MANUFACTURER'S RECOMMENDATIONS FOR ALL APPLICATIONS. SAFETY I f 2' 4' 81 16' LEGEND 15. METAL BUILDING SYSTEM:LIFE "R" ROOF PANELS: PANEL — 26 GAUGE WALL PANELS: "A" PANEL — 26 GAUGE EXIT LIGHT (SEE ELECTRICAL) PRIMARY .EGRESS 16. METAL WALL PANELS SHALL BE ANCHORED TO WITHSTAND 110 MPH WINDLOAD. NEW 4 ABC TYPE PORTABLE FIRE EXTINGUISHER - " 17. METAL WALL AND ROOF PANELS TO BE FACTORY APPLIED COORDINATE EXACT LOCATIONS W/ LIGHT SWITCHES FE SIGNATURE 200 SILICON POLYESTER PAINT FINISH WITH 20 YEAR AND OTHER EQUIPMENT FINISH WARRANTY. SUBMIT ALL COLOR SAMPLES TO OWNER FOR EMERGENCY: LIGHTS W/ BATTERY PACK APPROVAL. CODE DATA APPLICABLE BUILDING CODES FLORIDA BUILDING CODE — 2004 w/ REVISIONS NFPA 101, LIFE SAFETY CODE — 2003 FLORIDA FIRE PREVENTION CODE — 2004 OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION OCCUPANCY TYPES: FBC 311: STORAGE - GROUP S-1 (MODERATE HAZARD) CONSTRUCTION TYPES. FBC 602 TYPE VB / COMBUSTIBLE / UNPROTECTED / UNSPRINKLED FBC TABLE 503 ALLOWABLE BUILDING AREA: 9,000 S.F.. ALLOWABLE BUILDING HEIGHT: 1 STORY — 40' ACTUAL BUILDING HEIGHT: 1 STORY — 21'+/_ ACTUAL BUILDING AREA: 3,600 S.F. FBC TABLE 601—TYPE VB INTERIOR BEARING / NON-BRG WALLS: 0 HR COLUMNS: 0 HR BEAMS, GIRDERS, TRUSSES: 0 HR ROOFS / CEILINGS: 0 HR EXTERIOR BEARING / NON—BRG WALLS: 5' TO 20' 1 HR >20' 0 HR FBC TABLE 1004.1.2 OCCUPANCY LOAD REQUIREMENTS: AREA PER OCCUPANT: S — 1 OCC / 300 SF GROSS 3600 SF / 300 = 12 OCCUPANTS FBC TABLE 1005.1 EGRESS WIDTH PER PERSON SERVED — GROUP S: .2" NUMBER OF EGRESS EGRESS SPACE AREA OCCUPANTS REQUIRED PROVIDED STORAGE: 3600 SF/300=12 x .2" = 2.4" 67" FBC TABLE 1015.1 EXIT ACCESS TRAVEL DISTANCE MAXIMUM DISTANCE OF TRAVEL — GROUP S-1 UNSPRINKLED — 200' FBC TABLE 1016.2 MINIMUM CORRIDOR/AISLE WIDTH REQ'D—GROUP S: 44" FBC TABLE 1016.3 MAXIMUM DEAD END CORRIDOR: 20' FBC TABLE 1018.1 MIN.NUMBER OF EXITS PROVIDED: 2 FPC TABLE 403.1 PLUMBING FIXTURE REQUIREMENTS: WC LAV DF SS REQUIRED: 1/100 1/100 1/1000 1 PROVIDED: 1 1 1 1 FPC 403.2.2 — SEPARATE TOILET FACILITIES NOT REQUIRED FOR 15 OR LESS EMPLOYEES — EACH SPACE HAS LESS THAN 15 EMPLOYEES. E L O O R "PLAN 3' o' 2' 4' 8' 16' NOTES: QoU SCALE: 1/8 1 —0 1. SEE SHEET A-3 FOR DOOR / WINDOW SCHEDULES. xeucs ELEV I � �sc E: / i 0' 2' 4' 8' 16' GENERAL N OTE G RA CONTRACTOR AND EACH SUBCONTRACTOR SHALL 1. THE ENE L VERIFY ALL EXISTING CONDITIONS PRIOR TO SUBMITING A BID AND PRIOR TO THE START OF ANY WORK. ALL INCONSISTENCIES SHALL BE REPORTED TO THE ARCHITECT PRIOR TO BIDDING AND CONSTRUCTION. 2. THE CONTRACTOR SHALL INFORM HIMSELF OF ALL EXISTING CONDITIONS AND LIMITATIONS OF THE SITE. 3. ALL DIMENSIONS ARE NOMINAL (UNLESS NOTED OTHERWISE.) 4. IN THE ABSENCE OF DETAILED SPECIFICATIONS, IT IS THE INTENT THAT THE WORK INDICATED ON THESE DRAWINGS BE PERFORMED IN A WORKMANLIKE MANNER AND BE COMPLETE IN EVERY RESPECT FOR OCCUPANCY BY THE OWNER. TOLERANCES ARE TYPICALLY 1/8- IN 10'-0'. 5. ALL WORK OR MATERIALS NOT SHOWN ON THE DRAWINGS, BUT NORMALLY REQUIRED TO COMPLETE THE WORK, SHALL BE FURNISHED, PERFORMED, AND DONE BY THE GENERAL CONTRACTOR AS IF THE SAME WERE SHOWN ON THE DRAWINGS. 6. FLASH ALL ROOF PENETRATIONS WATERTIGHT WITH MATERIALS WHICH ARE COMPATIBLE WITH ROOFING MATERIALS. COMPLY WITH ''SMACNA" RECOMMENDATIONS AND STANDARDS FOR INSTALLATION. SIDE ELEVATION VATI O N 0' 2' 4' 8' 16' H 7. INSTALL ALL MATERIALS PER MANUFACTURER'S B " SCALE: 1/8 = 1 -0 RECOMMMENDATIONS. 8. FIELD VERIFY ALL DIMENSIONS AND ROUGH -IN DIMENSIONS WITH ACTUAL CONDITIONS. 9. ALL SYSTEMS AND CONSTRUCTION TO BE COMPLETE IN EVERY RESPECT AND OPERATIONAL FOR THE PURPOSE FOR WHICH THEY WERE INTENDED. PROVIDE OWNER WITH ALL WARRANTIES FOR MATERIALS, SYSTEMS, ETC. 10. PROVIDE NEW HVAC, ELECTRICAL AND PLUMBING SYSTEMS AS REQUIRED. SUBCONTRACTORS TO PROVIDE DRAWINGS FOR PERMIT AND ALL LABOR, MATERIALS, AND ANY MISCELLANEOUS ITEMS NECESSARY FOR COMPLETED SYSTEMS READY FOR OPERATION. 11. UNLESS OTHERWISE INDICATED, ALL EQUIPMENT, MATERIALS, FINISHES, COLORS, ETC., SHALL BE SELECTED BY OWNER. 12. ARCHITECT ASSUMES NO LIABILITY FOR CHANGES MADE IN THE FIELD OR EXISTING CONDITIONS. 13. "WHERE INCONSISTENCIES OR CONFLICTS OCCUR WITHIN THE DRAWINGS, THE MORE STRINGENT SHALL GOVERN. REPORT THESE IN WRITING TO THE ARCHITECT BEFORE PROCEEDING WITH CONSTRUCTION. 14. PAINTING SHALL BE AS DIRECTED BY OWNER. FOLLOW MANUFACTURER'S RECOMMENDATIONS FOR ALL APPLICATIONS. i 15 METAL BUILDING SYSTEM T S I D v A X -BRACING �SCAO'2' 4' s' 16'MOM : 1 /8" = 1'-0" � 2 3 T1 ON 0' 2' 4' 8' 16' ROOF PANELS: "R" PANEL - 26 GAUGE WALL PANELS: "A" PANEL - 26 GAUGE 16. METAL WALL PANELS SHALL BE ANCHORED TO WITHSTAND 110 MPH WINDLOAD. 17. METAL WALL AND ROOF PANELS TO BE FACTORY APPLIED SIGNATURE 200 SILICON POLYESTER PAINT FINISH WITH 20 YEAR FINISH WARRANTY. SUBMIT ALL COLOR SAMPLES TO OWNER FOR 4 APPROVAL. CODE DATA APPLICABLE BUILDING CODES FLORIDA BUILDING CODE - 2004 w/ REVISIONS NFPA 101, LIFE SAFETY CODE - 2003 FLORIDA FIRE PREVENTION CODE - 2004 --- —� OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION OCCUPANCY TYPES: 3I FBC 311: STORAGE -GROUP S-1(MODERATE HAZARD). CONSTRUCTION TYPES. FBC 602 TYPE VB / COMBUSTIBLE / UNPROTECTED / UNSPRINKLED FBC TABLE 503 ALLOWABLE BUILDING AREA: 9,000 S.F.. ALLOWABLE BUILDING HEIGHT: 1 STORY - 40' & CAP LJ ACTUAL BUILDING HEIGHT: 1 STORY - 21'+/- ,'OR J TURES ACTUAL BUILDING AREA: 6,000 S.F. FBC TABLE 601 -TYPE VB INTERIOR BEARING / NON-BRG WALLS: 0 HR COLUMNS: 0 HR i BEAMS, GIRDERS, TRUSSES: 0 HR ROOFS / CEILINGS: 0 HR EXTERIOR BEARING / NON-BRG WALLS: 5' TO 20' 1 HR >20, 0 HR N Q o FBC TABLE 1004.1.2 OCCUPANCY LOAD REQUIREMENTS: 0 to w AREA PER OCCUPANT: S - 1 OCC / 300 SF GROSS 5'x 4" 6000 SF / 300 = 20 OCCUPANTS " IC. PAD TYP FBC TABLE 1005.1 EGRESS WIDTH PER PERSON SERVED - GROUP S: .2" R NUMBER OF EGRESS EGRESS r SPACE AREA OCCUPANTS REQUIRED PROVIDED STORAGE: 6000 SF/300=20 x .2 = 4.0" 67" I FBC TABLE 1015.1 EXIT ACCESS TRAVEL DISTANCE _ MAXIMUM DISTANCE OF TRAVEL GROUPS 1 'ATER UNSPRINKLED - 200' W/ .R FBC TABLE 1016.2 MINIMUM CORRIDOR/AISLE WIDTH REQ'D-GROUP S: 44" d- FBC TABLE 1016.3 r- MAXIMUM DEAD END CORRIDOR: 20' aFBC TABLE 1018.1 O A MIN.NUMBER OF EXITS PROVIDED: 2 FPC TABLE 403.1 PLUMBING FIXTURE REQUIREMENTS: LAV DF SS -1 TYP. WC REQUIRED: 1/100 1/100 1/1000 1 PROVIDED: 2 2 2 2 e FPC 403.2.2 - SEPARATE TOILET FACILITIES NOT REQUIRED FOR 15 g OR LESS EMPLOYEES - EACH SPACE HAS LESS THAN 15 — EMPLOYEES. O O RP A N ' A 5' 0' 2' 4' 8' 16' NOTES: E SCAt�E: mmmmmoolm 1. SEE SHEET A-3 FOR DOOR / WINDOW SCHEDULES. xBKG ELEV 11