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120 Keyes Ct - BC02-001326 (NEW INDUSTRIAL SHELL) (A)PERMIT ADDRESS i CONTRACTOR +11 J�� ADDRESS PRONENUMBER `- S` �. pins s�L� �1 � - PROPERTY OWNER ADD RESS.%4.'�, PHONE NUMBER 1 11 Lt u4. i MECHANICAL CONTRACTOR i CONTRACTOR +11 J�� ADDRESS PRONENUMBER `- S` �. pins s�L� �1 � - PROPERTY OWNER ADD RESS.%4.'�, PHONE NUMBER I f SUBDIVISION PERMIT # i %_-' DATE 5 PERMIT DESCRIPTION PERMIT VALUATION SQUARE FOOTAGE (c 1 11 Lt ELECTRICAL CONTRACTOR MECHANICAL CONTRACTOR �(jj y\ r ��''" PLUMBING CONTRACTOR MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE MISCELLANEOUS CON`IRACTOR PERiviIT NUMBER FEE I f SUBDIVISION PERMIT # i %_-' DATE 5 PERMIT DESCRIPTION PERMIT VALUATION SQUARE FOOTAGE (c i r a a I I - _—___ � I I i _ - - _ I �. _ a. a �a v 1 ,' aj, �. -;«.; i �; } I -. a �a v CONSTRUCTION NOTES GENERAL: 1. THE FOLLOWING GENERAL NOTES APPLY TO ALL CONSTRUCTION AS DEPICTED ON THE PLANS. 2, ALL PROPOSED SITE CONSTRUCTION, SHALL BE . PURSUANT TO INFORMATION SHOWN ON THESE PLANS AS APPROVED BY CITY OF SANFORD. 3, ALL CONSTRUCTION SHALL COMPLY WITH THE APPLICABLE STATE, FEDERAL,. AND LOCAL CODES. ALL NECESSARY LICENSES AND PERMITS SHALL BE OBTAINED BY THE CONTRACTOR AT THEIR EXPENSE UNLESS PREVIOUSLY OBTAINED BY THE OWNER. IT WILL BE THE RESPONSIBILITY OF THE CONTRACTOR TO INSURE THAT ALL REQUIRED PERMITS ARE OBTAINED •AND ARE IN HAND AT THE JOB SITE PRIOR TO THE COMMENCEMENT OF CONSTRUCTION, CONTRACTOR SHALL ABIDE BY ALL CONDITIONS CONTAINED THEREIN. PERMITS INCLUDED (BUT NOT NECESSARILY LIMITED TO) ARE: CITY OF SANFORD ENGINEERING PERMIT 4. THE EXISTANCE AND LOCATION OF EXISTING UNDERGROUND UTILITIES ARE NOT GUARANTEED AND SHALL BE INVESTIGATED AND VERIFIED IN THE FIELD BY THE CONTRACTOR PRIOR TO STARTING THE WORK. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR ACCURACY OF LOCATION OF EXISTING UTILITIES SHOWN ON THESE PLANS, PRIOR TO THE START OF ANY CONSTRUCTION ACTIVITY IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO NOTIFY THE VARIOUS UTILITIES AND TO MAKE THE NECESSARY ARRANGEMENTS FOR ANY RELOCATIONS OF THESE UTILITIES WITH THE OWNER OF THE UTILITY. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY AND ALL COST WHICH MAY OCCUR DUE TO ANY DAMAGES CAUSED BY THE CONTRACTOR TO EXISTING UTILITIES STRUCTURS OR PROPERTY. THE CONTRACTOR SHALL COVER THE ENTIRE COCTS OF REPAIR AND/OR. REPLACEMENT OF SAID DAMAGES, 6. THE CONTRACTOR SHALL PROVIDE COMPLETE "AS-BUILTS" INFORMATION TO THE ENGINEER RELATIVE TO THE LOCATION AO ALL WATER LINES, WATER SERVICES, VALVES, SEWER LINES, SEWER SERVICES, STORM SEWER LINES, INVERTS OF STURCTURES, FINAL RETENTION AREAS, FINISH LOT GRADES; AND CONSTRUCTION BENCH MARKS FOR VERIFICATION, THE "AS=BUILT RECORDS SHALL BE KEPT AT THE JOB SITE AND UPDATED AS THE PROJECT PROGRESSES TWO (2) SETS OF RECORD DRAWINGS ARE TO BE PROVIDED TO THE CITY. 7, ALL HORIZONTAL LAYOUT FOR SITE CONSTRUCTION. SHALL BE BASED ON THE APPROVED PLAT. 8. THE CONTRACTOR SHALL HIRE A PROFESSIONAL TESTING LABORATORY AS NECESSARY TO PERFORM ALL TESTS REQUIRED BY THIS CONSTRUCTION AND AS REQUIRED BY ALL JURISDICTIONAL AGENCIES. 9. THE CONTRACTOR SHALL NOTIFY AMERICAN CIVIL ENGINEERING COMPANY 24 HOURS IN ADVANCE PRIOR TO ANY TESTING AS INDICATED IN ITEM No. 8 ABOVE. 10. THE CONTRACTOR SHALL NOTIFY ALL APPROPRIATE UTILITY COMPANIES OF THE PROPOSED START OF WORK IN ACCORDANCE WITH THEIR STANDARD REQUIREMENTS; INCLUDING BUT NOT LIMITED TO WATER, SEWER, POWER, TELEPHONE, GAS AND CABLE TV COMPANIES, THE CONTRACTOR SHALL COORDINATE THE INSTALLATION OF UNDERGROUND CONDUITS PRIOR TO SUBBASE PREPERATION. 11, FLORIDA LAW (533.851) REQUIRES THAT PERSONS MAKING EXCAVTIONS IN PUBLIC OR PRIVATE STREETS, ALLEYS, RIGHT -UF -WAY OR. UTILITY EASEMENTS WITH HAND TOOLS OR POWER EQUIPMENT MUST FIRST OBTAIN INFORMATION ON THE THE LOCATION OF ODERGROUND GAS PIPE LINES. THE CONTRCATOR SHALL NOTIFY THE GAS UTILITY A MINIMUM OF 48 HOUR AND A MAXIMUM OF 5 DAYS PRIOR TO EXCAVATION. 12. ALL WORK SHALL SHALL BE OPEN TO AND SUBJECT TO INSPECTION BY AUTHORIZED PERSONNEL OF THE CITY, COUNTY, STATE, OWNER AND ENGINEER. 13. ANY PROPOSED FIELD CHANGES WHICH SUBSTANTIALLY DEVIATE FROM THIS PLAN SHALL BE APPROVED BY MAITLAND AND THE ENGINEER PRIOR TO THE CHANGE BEING MADE IN THE FIELD. 14, UPON NOTICE FROM THE CONTACTOR THEAT THE CONSTRUCTION IS COMPLETE AND READY FOR ACCEPTANCE, 'THE ENGINEER SHALL MAKE FINAL INSPECTION CONTRACTOR THE NOTIFY AN OW AND CONT 0 D ER OF ALL INCOMPLETE AND/OR N N DEFECTIVE WORK. THE CONTRACTOR SHALL CORRECT ALL SUCH ITEMS TO THE SATISFATION OF THE ENGINEER AND OWNER. ALL REGULATORY AND GOVERNMEN- TAL AGENCIES WHICH REQUIRE FINAL INSPECTIONS SHALL HAVE BEEN ,CONTACTED BY THE CONTRACTOR AND HAVE INSPECTED AND APPROVED THE PROJECT PRIOR TO ACCEPTANCE BY THE OWNER. 15. THE CONTRCATOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO CONTROL DUST, MUD AND EROSION DURING CIONSTRUCTION AND SHALL PROTECT ALL ADJACENT PROPERTIES AND RIGHTS-OF-WAY FROM -DAMAGE BY EROSION, SEDIMENTAION OR OTHER POTENTIAL CONSTRUCTION RELATED CAUSES. 16. THE CONTRACTOR SHALL TAKE CARE DURING THE CONSTRUCTION TO AVOID DISTURBING ANY EXISTING SURVEY MONUMENTS. ANY MONUMENT DISTURBED BY THE CONTRACTOR SHALL BE RESET AT THE CONTRACTOR'S EXPENSE BY THE PROJECT SURVEYOR. 17, ALL IMPROVEMENTS SHOWN ON THESE PLANS SHALL BE CONSTRUCTED IN SUBSTANTIL CONFORMANCE WITH INFORMATION SHOWN ON THESE PLANS. ANY CONFLICTS WHICH RESULT IN CHANGES TO THE PLANS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO FIELD CHANGES. MINOR ADJUST- MENTS CAUSED BY VARYING FIELD CONDITIONS, INCLUDING CHANGES AND DEPTHS OF BERMS AND SWALES MAY BE MADE WITH THE APPROVAL OF THE ENGINEER IF IT IS DETERMINED THAT THE BASIC DESIGN INTENT IS MET, 18, ALL LOCAL, AND STATE AND FEDERAL ORDINANCES, POLICIES . AND OR OTHER B S SIGNALS SIGNAGE REGULATIONS REGARDING TEMPORARY BARRICADES, LIGHTS, , ETC., SHALL BE THE RESPONSIBILTY OF THE CONTRACTOR. SAFE AND CONVENIENT MEANS. OF ACCESS AND EGRESS TO ALL PARTS OF THE PROJECT SHALL BE MAINTAINED BY THE CONTRACTOR. CONSTRUCTION NOTES WATER DISTRIBUTION: 1. ALL WATER DISTRIBUTION SYSTEM RELATED ITEMS SHALL BE CONSTRUCTED IN ACCORDANCE WITH SEMINOLE COUNTY PUBLIC UTILITIES REQUIREMENTS, AND FLORIDA DEPT. OF ENVIIRONMENTAL PROTECTION. REQUIREMENTS. 2. ALL MATERIALS FURNISHED BY THE CONTRACTOR UNDER THIS SECTION SHALL BE NEW, HIGH GRADE AND FREE FROM DEFECTS, 3. PRESSURE AND LEAKAGE TESTS FOR NEWLY -INSTALLED WATER DISTRIBUTION SYSTEM PRESSURE PIPES AND APPURTENANCES SHALL BE PERFORMED IN CONFORMANCE WITH CITY, COUNTY AND FDEP STANDARDS. POTABLE WATER TEST PRESSURES SHALL BE 150 PSI; DURATION OF TESTS IS TO BE 2 HOURS. TESTS TO BE CONDUCTED PURSUANT TO AWWA C600 DUCTILE IRON PIPE AND 90% OF THAT ALLOWABLE LEAKAGE FOR PVC PIPE. 4. DISINFECT POTABLE WATER MAINS IN ACCORDANCE WITH AWWA C651 STANDARD PROCEDURES FOR DISINFECTING WATER MAINS. 5. ALL PVC PIPE MUST BEAR THE NSF LOGO FOR POTABLE WATER USE. 6. ALL WATER LINES SHALL BE INSTALLED IN A DRY TRENCH. CONSTRUCTION NOTES SANITARY SEWER SYSTEM: 1. ALL SEWER COLLECTION SYSTEM RELATED ITEMS SHALL BE CONSTRUCTED IN ACCORDANCE WITH CITY STANDARDS, THE FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION, AND HEALTH DEPT, REQUIREMENTS. 2. IF UNSUITABLE MATERIAL IN THE VICINITY OF SANITARY SEWER LINE ARE FOUND DURING CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY THE ENGINEER WHO WILL DIRECT THE CONTRACTOR TO REMOVE THE UNSUITABLE MATERIAL AND PREPARE THE TRENCH AND INSTALL THE SEWER LINES IN ACCORDANCE WITH ASTM D-2321. 3. ALL SEWER MAINS SHALL HAVE A MINIMUM OF 3 FEET OF COVER OVER THE PIPE TO FINISH GRADE. CONSTRUCTION NOTES GRADING: 1. EXISTING TOPOGRAFY. AND CONTOURS ARE BASED ON THE FOLLOWING: SURVEYOR: BLAIR KITNER SURVEYING DRAWING No.: 00-440 DATED: 4/10/00 REVISIOl"I DATE: 2. GEOTECHNICAL SERVICES HAVE BEEN PROVIDED AS REFERENCED BELOW. ANY CONFLICT BETWEEN INFORMATION WITHIN -THE PERORT AND THESE CONSTRUCTION PLANS SHALL BE REPORTED TO THE ENGINEER UPON DISCOVERY. THE CONTRACTOR SHALL REVIEW THE BELOW REPORT PRIOR TO BIDDING, GEOTCHNICAL ENGINEER: REPORT No.(S): DATED: 3. EXISTING TREES, PLANTS AND SHRUBS WHICH ARE MARKED OR DESIGNATED AS PART OF THE LANDSCAPING SHALL BE CAREFULLY PROTECTED DURING CUNSTRUCTIO. WHERE TREES, PLANTS OR SHRUBS ARE ADJACENT TO THE CONSTRUCTION CARE SHALL BE TAKEN TO PROTECT AND RESTORE THE ORIGINAL CONDITIONS OF THE VEGETAION, 4. DURING CONSTRUCTION, THE CONTRACTOR SHALL PROVIDE ADEQUATE DRAINAGE AND PROPER SOIL EROSION CONTROL MEASURES, AS NECESSARY. 5. ALL _(SITE CLEARING, AND GRUBBING SHALL BE PERFORMED IN ACCORDANE WITH SECTION 110 OF FLORIDA DEPARTMENT OF TRANSPORTAION STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, LATEST EDITION. 6, ALL EXCAVATION AND EMBANKMENT SHALL BE PERFORMED IN ACCORDANCE TO WITH, SECTION 120 OF,THE FLORIDA DEPARTMENT OF TRANSPOTATION STANDARD SPECIFICATIONS FOR ,ROAD AND BRIDGE CONSTRUCTION, LATEST EDITION. 7. ALL FILL AREAS GREATER THAN 12 INCHES IN HEIGHT SHALL BE COMPACTED IN 12 INCH LIFTS (MEASURE PRIOR TO COMPACTION) TO 95% MAXIMUM DENSITY PER A.A.S.H.T.O. T-180. 8. ALL.DISTURBED AREAS SHALL BE SEEDED AND MULCHED UNLESS OTHERWISE NOTED ON THESE PLANS, ALL GRASSING SHALL BE PERFORMED IN ACCOR- DANCE WITH SECTION 570 OF FLORIDA DEPARTMENT OF TRANSPORTAION SPECIFICATIONS FOR ,RAOD AND BRIDGE CONSTRUCTION, LATEST EDITION. 9. ALL DESIGNATED AREAS TO BE SODDED PER THE PLANS, SJALL BE PERFORMED IN ACCORDANCE WITH I SECTION 575 OF THE F.D.O.T. SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, LATEST EDITION. 10, THE CONTRACTOR SHALL NOT COMPACT, STABILIZE, OR CONSTRUCT BASE COURSE WITHIN LANDSCAPE ISLANDS OF "MEDIANS. 11. FINISH FLOOR ELEVATIONS ARE TYPICALLY 6 INCHES ABOVE DESIGN FINISHED GRADE AT OUTSIDE PERIMETER OF BUILDINGS EXCEPT AT ENTRIES AND WHERE OTHERWISE SHOWN ON THE GRADING PLAN. 12. THE CONTRACTOR SHALL COORDINATE THE INSTALLATIONS OF UTILITY CONDUITS (SLEEVES) UNDER PAVED AREAS WITH EACH UTILITY COMPANY PRIOR TO BASE INSTALLATION. 13, DURING CONSTRUCTION, THE CONTRACTOR SHALL TAKE ALL REASONABLE MEASURES TO INSURE AGAINST POLLUTING, SILTING OF OR DISTURBING TO SUCH AN EXTENT AS TO CAUSE AN INCREASE IN TURBIDITY TO THE EXISTING DRAINAGE SYSTEM AND ADJACENT WATER BODIES AND WETLANDS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLYING WITH ALL PERMIT CONDITIONS RELATED TO SUCH MEASURES. METHODS MAY INCLUDE BUT ARE NOT LIMITED TO, FLOATING SILF BARRIERS, SEDIMENTATION BASINS, SEDIMENT CHECK DAMS, SILT FENCES, HAY BAILS. THE MEASURES SHOWN ON THESE PLANS SHALL BE CONSIDERED MINIMUM AND SHALL NOT DEVIATE THE CONTRACTOR FROM THE RESPONSIBILITY TO IMPLEMENT ANY MEASURES NECESSARY T0, PROVIDE PROTECTION FROM EROSION, SEDIMENTATION AND TURBIDITY. CONSTRUCTION NOTES DRAINAGE: 1. ALL DRAINAGE RELATED CONSTRUCTION SHALL BE PERFORMED IN ACCORDANCE WITH THE ST. JOHNS RIVER W.M.D. PERMIT ISSUED FOR THIS PROJECT. 2. ALL DRAINAGE STRUCTURES SHALL BE CONSTRUCTED IN ACCORDANCE WITH F.D,O.T. STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, LATEST EDITION, 3. ALL STORMWATER DRAINAGE PIPES SHALL BE REINFORCED CONCRETE PIPE (ASTM C-76, CLASS III). CONSTRUCTION NOTES PAVING: I. ALL f AVE" "JT CONSTRUCTION SHALL BE INACCORDANCE WITH SEMINOLE COUNTY ,.JNSTRUCTION SPECIFICATIONS. 2. CONTRACIOR IS RESPONSIBLE FOR GRADING ALL PAVEMENT.; TO DRAIN POSITIVELY. INTERSECTIONS SHALL BE TRANSITIONED TO PROVIDE A SMOOTH DRIVEWAY. ANY GRAD`''G QUESTIONS OR CONCERNS SHALL BE MADE KNOWN TO THE ENGINE':'R S0 THAT RECOMMENDATIONS CAN BE MADE PRIOR TO PAVING OR FINAL GRADING. PAVING SPECIFICATIONS: ASPHALT PAVEMLNT ,1 1. SPECIFICf\Ti .OtJS FOR THE INTERNAL PAVEMENT ARE AS FOLLOWS: SUB -BASE REQUIREMENTS: (FOR SOIL CEMENT BASE) A). COMPACT TO 95% OF PASHTO T-180 FOR TOP 12" BASREQUIREMENTS: F _ BASE THICKNESS = 6" A). COMPACTED TO 95% OF MAX. DENSITY AS DETERMINED BY AASHTO T-180 SURFACE COURSE: 1.50" FDOT ASPHALT CONCRETE TYPE III NOTE: FOR LIMEROCK BASE ADD STABILIZATION TO SUB -BASE ITEM. PAVING SPECIFICATIONS: CONCRETE PAVEMENT 1, SPECIFICATIONS FOR THE INTERNAL DRIVES AND PARKING AREA ARE AS FOLLOWS: BASE REQUIREMENTS: A). COMPACT -TO 95% OF AASHTO T-180 FOR TOP 12". B), STABILIZE TOP 6" TO 50 PSI FLORIDA BEARING VALUE. PAVING SURFACE: 5.0" 3000 PSI FIBERMESH CONCRETE 2, CONTRACTOR TO PROVIDE ENGINEER WITH DRAWING OF PROPOSED SAW CUTS, CONTROL JOINTS AND EXPANSION JOINTS LOCATIONS FOR ENGINEERS APPROVAL. CONSTRUCTION NOTES E.P.A. POLLUTION PREVENTION: 1. EROSION CONTROL PLAN - ANY MODIFICATIONS TO THIS PLAN MUST BE SIGNED AND SEALED BY A PROFESSIONAL ENGINEER REPRESENTING THE CONTRACTOR. THE MODIFICATIONS MUST BE APPROVED BY THE DEPT. AND THE PERMITTING AGENCY. NO CONTRACT DELAYS WILL BE ALLOWED FOR SUCH MODIFICATIONS OR APPROVALS. 2. OUTFALL PROTECTION - PROJECT PIPE OR DITCH DISCHARGES INTO OFF- SITE OUTFALLS SHALL BE INSPECTED DAILY FOR POSSIBLE SEDIMENT BUILD- UP OR TRANSPORT, OUTFALLS SHALL BE PROTECTED THROUGH USE OF ENVIRONMENTAL CONTROL FEATURES AS NECESSARY TO CONTAIN ANY SEDII- MENT LOSS TO THE IMMEDIATE AREA `OF THE PROJECT. ANY SEDIMENT BUILDUP OR TRANSPORT OFF-SITE SHALL BE THE CONTRACTOR'S RESPONSI- BILITY TO REMEDY. THE CONTRACTOR SHALL USE APPROPRIATE FEATURES AS DIRECTED BY . THE PROJECT ENGINEER FOR OUTFALL PROTECTION. 3. SLOPE PROTECTION - ANY DISTURBED OR REWORKED SLOPES 3:1 OR GREATER SHALL BE ADEQUATELY PROTECDTED FROM EROSION THROUGH THE USE OF TEMPORARY SODDING UNTIL PERMANENTLY STABILIZED SUCH SLOPES SHALL NOT BE LEFT UNPROTECTED MORE THAN 24 HOURS OR DURING RAINFALL EVENTS. 4. HAY BALES - THESE SHALL BE PLACED AT THE BASE OF ANY SLOPE WHERE A RAINFALL EVENT COULD ERODE A SLOPE AND TRANSPORT SEDIMENTS OFF- SITE. BALES SHALL BE DOUBLE' STAKED IN ACCORDANCE WITH STANDARDS INDEXES. IF EROSION DEPOSITS REACH THE TOP ELEVATION OF EXISTING BALES, THEN SEDIMENTS SHOULD BE REMOVED, ANY DAMAGED OR INEF- FECTIVE BALES ARE TO BE REPLACED WITH NEW ONES, THE LOCATION OF HAY BALES INSTALLATION SHALL BE AS DIRECTED BY THE PROJECT MANAGER. 5. BACK OF SIDEWALK OR MEDIAN INLETS - THESE SHALL BE PROTECTED FROM SEDIMENT INTAKE UNTIL PROJECT IS COMPLETE. ELEVATION OF GROUND OUTSIDE INLET TOP SHALL NOT BE HIGHER THAN INLET TOP. HAY BALES SHALL BE INSTALLED AROUND INLET TOP. A SECOND ROW OF BALES SHALL BE PLACED AROUND INLET APPROXIMATELY. 4 " OUTSIDE FIRST ROW. BETWEEN ROWS THERE SHALL BE A DEPRESSIONS TO ACT AS A SEDIMENT BASIN. COMPLETED INLETS IN PAVED AREAS SHALL ALSO BE PROTECTED WITH A SINGLE LINE OF BALES TO PREVENT SEDIMENT INTAKE FROM OTHER AREAS. B. CURB INTAKES - THESE INLETS SHALL BE PROTECTED FROM SEDIMENT INTAKE UNTIL THE PROJECT IS COMPLETE, A SILT FENCE (TYPE III) SHALL BE PLACED AROUND THE PERIMETER OF THE INLET OPENING IMMEDIATELY ADJACENT TO THE EDGE OF THE INLET. ALL EXPOSED SLPED MATERIAL ADJACENT. TO INLET SHALL BE COVERED WITH EROSION CONTROL MATTING WITH OUTER LIMITS PROTECTED BY A SINGLE ROW OF HAY BALES. 6. STOCKPILED MATERIALS THIS MATERIAL SHALL NOT BE LEFT IN EROSION PRONE AREAS UNLESS PROTECTED BY COVER OR HAY BALES, 7. DAILY INSPECTION - OF ALL EROSION CONTROL MEASURES AND CONDITION OF ADJACENT PROPERTIES SHALL BE PERFORMED BY THE CONTRACTOR REPRESENTATIVE AND THE ENGINEER OF RECORD. DEFICIENCIES SHALL BE NOTED AND CORRECTED, OR AT THE DIRECTION OF THE ENGINEER OF RECORD, CONSTRUCTION NOTES DRY POND & SWALE RETENTION AREAS: 1, THE CONTRACTOR SHALL INSPECT ALL EROSION AND SEDIMENT CONTROL SYSTEMS FOR CONFORMANCE WITH THE SITE CONSTRUCTIONS PLANS AND FIELD CHANGES. BANKS AND SLOPES OF RETENTION D E ON PON S SHALL. ALSO BE CHECKED AFTER RAINFALL EVENTS' -FOR EROSION PROBLEMS, 2. THE CONTRACTOR SHALL REPAIR ALL EROSION AND SEDIMENT CONTROL SYSTEMS AS REQUIRED FOR CONTINUED FUNCTION. RE -GRADE IF REQUIRED, TO MAINTAIN DESIGN CONFIGURATION. ADD SOD AND SILT FENCES AS REQUIRED TO PREVENT SILTATION FROM EXITING :THE SITE. 3. MOW RETENTION AREAS REGULARLY TO MAINTAIN WEED AND OVERGROWTH CONTROL. 4. INSPECT RETENTION AREAS PERIODICALLY FOR ACCUMULATION OF DEBRIS AND TRASH. PROPERLY DISPOSE OF ALL DEBRIS AND TRASH IN RETENTION AREAS AND CONVEYANCE SWALES. 5, INSPECT RETENTION AREA BOTTOMS FOR DEPOSITS OF SAND AND/OR SILT AND REMOVE. 6, PERCOLATION PERFORMANCE SHALL BE EVALUATED YEARLY FOR EACH DRY RETENTION AREA. THE RETENTION AREAS SHALL PERCOLATE STORED WATER WITHIN 72 HOURS OF THE END OF THE DESIGN RAINFALL EVENT. BOTTOM MAINTNANCE SHALL BE PERFORMED AS REQUIRED 'BY EXERCISING THE FOLLOWING PROCEDURE: A. REMOVE 4 TO 6 INCHES OF RETENTION AREA BOTTOM MATERIAL AND SCARIFY EXCAVATED BOTTOM. B. REPLACE EXCAVATED MATERIAL WITH CLEAN SAND MATERIAL TO DESIGN GRAD AND SEED AND MULCH PER ORIGINAL DESIGN. CONSTRUCTION NOTES EROSION CONTROL: 1. APPROVED EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING, EXCAVATION, FILLING OR OTHER LAND DISTURBIING ACTIVITIES, EXCEPT THOSE OPERATIONS=, NEEDED TO INSTALL SUCH MEASURES OR UNDERGROUND UTILITIES INSTALLATIONS. 2. SEDIMENT AND EROSION CONTROL MEASURES SHALT_ BE INSTALLED AND MAINTAINED IN ACCORDANCE WITH THE MANUAL FOR EROSION CONTROL (LATEST EDITION). 3. SEDIMENT AND EROSION CONTROL MEASURES SHALL BE INSPECTED DAILY BY THECONTRACTORAND NEEDED REPAIRS OR MAINTNA NCE SHALL BE COMPLETED BEFORE WORK STOP FOR THE DAY. 4. TEMOPORARY SEDIMENT TRAPS ARE ACCEPTABLE AS LONG AS THE INLET IS PROPERLY SCREENED WITH HAY BALES AND LOW ENOUGH IN ELEVATION FOR RUNOFF TO ENTER THE STRUCTURE. 5. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE CONTINUOUSLY MAINTAINED BY THE CONTRACTOR DURING THF CONSTRUCTION PHASE OF THIS PROJECT UNTIL ACCEPTED BY THE OWNER. 6. FAILURE TO PROPERLY INSTALL AND MAINTAIN EROSION CONTROL PRACTICES SHALL RESULT IN CONSTRUCTION BEING HALTED. 7. SEDIMENT BARRIERS SHALL MEET D.O.T STANDARDS. 8. EROSION CONTROL MEASURES WILL BE MAINTEAINED AT ALL TIMES. ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES WILL BE INSTALLED IF DEEMED NECESSARY BY ON SITE INSPECTION BY THE ENGINEER OF RECORD. 9. ALL CORRUGATED METAL PIPES SHALL BE FULL)' BITUMINOUS COATED. 10. ALL SEEDING FOR TEMPORARY STABILIZATION SHALL BE DONE AS EACH AREA IS MADE READY. SEDI-MEN_T ALn_E_RQ, ION CONTROL,,P AN __ -1 BELOW GRADE � 1. PRIOR TO POND EXCAVATION, TURBIC'-r',' "-�RRERS (SILT FENCE AND/OR SECURED HAY BALE ST BE INSTALLED CONSTRUCTION NOTES EROSION & , SEDIMENTATION C-`4 NTROL: 1. DURING CONSTRUCTON, THE CONTRACTOR SHALL TAKE ALL REASONABLE MEASURES TO INSURE AGAINST POLLUTING, SILTING OR DISTURBING TO SUCH AN EXTENT AS TO CAUSE AN INCREASE IN TURBIDITY TO THE EXISTING DRAINAGE SYSTEM AND ADJACENT 'WATER BODIES AND WETLANDS. THE CONTRACTOR SHALL BE RESPONSIBLE. FOR COMPLYING WITH ALL PERMIT CONDITIONS RELATED TO SUCH MEASURES. METHODS MAY INCLUDE BUT ARE NOT LIMITED TO, FLOATING SILT BARRIERS, SEDIMENTATION BASINS, SEDIMENT CHECK DAMS, SILT FENCES, HAY BAILS. THE MEASURES SHOWN ON THESE PLANS SHALL BE CONSIDERED MINIMUM AND SHALL NOT DEVIATE THE CONTRACTOR FROM THE RESPONSIBILTY TO IMPLEMENT ANY MEASURES NECESSARY TO PROVIDE PROTECTION FOR THE EROSION, SEDIMENTATION AND TURBIDITY. CONSTRUCTION SEQUENCE TO MINIMIZE EROSION AND SEDIMENTATION AT STORM - WATER DISCHARGE POINTS: 1. CONTRACTOR TO INSTALL FDOT TYPE III SILT FENCES AT SITE DISCHARGE POINTS. 2. CONTRACTOR,TO CONSTRUCT POND AND CONNECTING DRAINAGE AND OUTFALL PIPES AT INITIAL STAGES OF CONSTRUCTION. 3. ALL GRADING OPERATIONS SHALL BE PERFORMED WITHOUT DELAY OR PAUSE (CONTINUOUS OPERATION) UNTIL PROPOSED GRADES ARE MET. ALL EXPOSED EARTH SHALL BE SEEDED AND MULCHED OR SODDED SOON AFTER GRADING IS COMPLETED, HANDICAP PARKING SIGN SPACE (FTP -25) 4"• WHITE STRIPE .:1.5. ao 4 BLUE -� STRIPE w z , LO w 50:1 c 5' 12' "I n EOP NI c? STRIPE ~ LTJ STALLS, LODAING ZONES, SIDEWALKS AND RAMPS ON c SITE. SHALL MEET CHAPTER 31 6.1955 OF THE FLORIDA 4y a V) o a , N ACCESSIBILITY CODE. CURB RAMPS SHALL NOT EXCEED 12:1 aP:4 SLOPI]S PARKING SPACE AND AISLE SHALL NOT EXCEED z� U) L LJ Ld Elf N � 0',' ,M k. -..., rill O Q � o PARKING STALLS SHALL. BE MARKED WITH WHITE & BE LUE ;TAINT PER FLORIDA ACCESSBILITY COD ( 9. o - � LL^ 'C 7-1 F , O (D W c� a6 .- a Ell - co�. r~F� w V o LTJ a c� as LLI . w L.l__I Q. Q ,y q C4 % o REG. NO, 42752 JOB # � FIik'NAME: MUNFIELD-GN SHT. # 2 OF . V PO 4"(TYP) v w w 4'-0" NOTE: THIS SYMBOL TO BE WHITE D.O.T. THERMOPLASTIC TYPICAL PAVEMENT SYMBOL FOR HANDICAPPED PARKING 0 w 1j'OTE: `HANDICAP SIGN ONLY) ACCESSIBILITY: A) IN ACCORDANCE WITH THE FLORIDA ACCESSIBILITY CODE FOR BUILDING CONSTRUCTION, 4.1.3 , SECTION (1), DATED OCT. 1996, AT LEAST ONE, ACCESSBILE ROUTE COMPLYING WITH 4.3 SHALL CONNECT ACCESSBILE BUILDING OR FACILITY ENTRANCES WITH ALL ACCESSIBLE SPACES AND ;ELEMENTS WITHIN THE BUILDING OR FACILITY. DOORS ACCESSINGTHE BUILDING MUST BE DEPICTED ON SITE PLAN. RAMP DETAILS WITH SLOPE 00 INFORMATI C\l 4" WHITE O SHA L BE DEPICTED ON SITE PLAN. B) THE LOCATION OF HANDICAPPED PARKING. c? STRIPE ~ LTJ STALLS, LODAING ZONES, SIDEWALKS AND RAMPS ON c SITE. SHALL MEET CHAPTER 31 6.1955 OF THE FLORIDA STATUTES AND SECTION 4.1.3 OF THE FLORIDA ACCESSIBILITY CODE. CURB RAMPS SHALL NOT EXCEED 12:1 aP:4 SLOPI]S PARKING SPACE AND AISLE SHALL NOT EXCEED 50:1 CROSS SLOPE. U) L LJ Ld Elf N � 0',' ,M k. -..., rill O Q � o PARKING STALLS SHALL. BE MARKED WITH WHITE & BE LUE ;TAINT PER FLORIDA ACCESSBILITY COD ( SECTION 4.6.1. - � LL^ co (D W a6 Ell - co�. r~F� V o 12" Q+ z �-1 W R CD w . FT0 25 - - NOTE (HANDICAP SIG N ONLY „ 1. ALL LETTERS ARE 1 SERIES "C", PER MUTCD.0 T N 2. P PORTIO ' OF SIGN SHALL HAVE REFLECTORIZED (ENGINEERING GRADE) BLUE BACKGROUND, WITH WHITE REFLECTORIZED LEGEND AND BORDER. 3. BOTTOM PORTION OF SIGN SHALL HAVE A REFLECTORIZED (ENGINEERING GRADE) WHITE BACKGROUND WITH BLACK BORDER. 4.. ONE SIGN REQUIRED FOR EACH PARKIN I� SPACE, 5. HEIGHT OF 'SIGN SHALL BE IN ACCORDANCE WITH CTC-OTIn ATI 1)A r)7 nr-- TI If' 1,-A All I A I - I I IA n- , LT -L,J VI II IL MrNIVUML- VH UP UMVI TRAFFIC CONTROL DEVICES (MUTCD) 6" TYPICAL HAS DICAP PARKING SIGNAGE ALONG THE PERMITER OF ALL EXCA -is. SIL--- TSF UQ 2. ALL TURBIDITY BARRIERS WILL REMAP IL THE ENTIRE DRAINAGE SYSTEM CONSTRUCTION I_DDDING IS COMPLETE. 3. THIS PLAN IS THE MINIMUM REQUIRF' CONTRACTOR MUST I' ADD ADDITIONAL EROSION CONTROL. ODS IN EXTREME CASES. 4. SILT FENCE TO BE 1' BELOW GRADE. I � (2). 1 X 1 X 4" POSTS THROUGH EACH HAY BALE. HAY BALES TO BE LAID SIDE BY SIDE. HAY BALE-EIARRIER PARKING BY DISABLED PERMIT 011 ONLY LTJ c N ONLY „ 1. ALL LETTERS ARE 1 SERIES "C", PER MUTCD.0 T N 2. P PORTIO ' OF SIGN SHALL HAVE REFLECTORIZED (ENGINEERING GRADE) BLUE BACKGROUND, WITH WHITE REFLECTORIZED LEGEND AND BORDER. 3. BOTTOM PORTION OF SIGN SHALL HAVE A REFLECTORIZED (ENGINEERING GRADE) WHITE BACKGROUND WITH BLACK BORDER. 4.. ONE SIGN REQUIRED FOR EACH PARKIN I� SPACE, 5. HEIGHT OF 'SIGN SHALL BE IN ACCORDANCE WITH CTC-OTIn ATI 1)A r)7 nr-- TI If' 1,-A All I A I - I I IA n- , LT -L,J VI II IL MrNIVUML- VH UP UMVI TRAFFIC CONTROL DEVICES (MUTCD) 6" TYPICAL HAS DICAP PARKING SIGNAGE ALONG THE PERMITER OF ALL EXCA -is. SIL--- TSF UQ 2. ALL TURBIDITY BARRIERS WILL REMAP IL THE ENTIRE DRAINAGE SYSTEM CONSTRUCTION I_DDDING IS COMPLETE. 3. THIS PLAN IS THE MINIMUM REQUIRF' CONTRACTOR MUST I' ADD ADDITIONAL EROSION CONTROL. ODS IN EXTREME CASES. 4. SILT FENCE TO BE 1' BELOW GRADE. I � (2). 1 X 1 X 4" POSTS THROUGH EACH HAY BALE. HAY BALES TO BE LAID SIDE BY SIDE. HAY BALE-EIARRIER i LTJ c U) L LJ Ld Elf LLJ Q Q O Q � o Ld _j. - � LL^ (D Ell - o LTJ a ,. LLI . L.l__I ,y % THOMAS H. SKELTON, P.E. STATE OF FLORIDA . REG. NO, 42752 JOB # 01160 FIik'NAME: MUNFIELD-GN SHT. # 2 OF . V i I l ------------ s. D=90 ° a R=30.00 r <</ L=47.12 24 i ID LLI 1-0 7. 61Q2 c° .2.,��� R=374.39' x � L- 13 0.44' 'DL c0 ' c X C<° LOT 13 x �° °� x c POLE X c4 6b No vlo / '\ X X �P / 'c w�2 "ORANGE x gyp, c coti D =76* 2 7' 53' ' e x �° ' �o po R -= 2 5.0 0 �xc x' ^ .'_'t_ X �� c' SANITARY MANHOLE TOP=46.78 N V= 42 � c,^✓ � \ I^_ NE NV=42.54 , SE INV -42.49 X SV,,' INV= 42.81 x °� C° X x C< <, \ x O �36"MAGNOLIA V �� X C<�� �� X I x Ci 229.32' S 89°03'20" E' -TT �n� / 6/718,543 S Q . FT. / 0.196 ACRE ,\� �. . �....� . �„ . „ . ..� . ..� ..e ...� . .�,., ..,,� .�........� ... ....... .. Pa _ _ X 8"ORANGE` ` \ it @10 PALM \- Dl 7 04' 35' <, Ctc°' \ AT X\ To �R - 210.00 x,p��sTo ,\ -- EXIST. 25' DRAINAGE raE i�� I I \ E x �6>> F,p�� o°` cso \\ EASEMENT & 10 �� �� s � UTILITY �" 7 EASEMENT X � N 65 K 0 c• 1-11< ` 2' x ��� x O I X X C< Ccs X C<C -P' \3"OAK �C x L 0 T 1:2 �y Q2»CAM ' HOR x X Dco X C< 3"GRAPAFRUIT\\ \ X �8„PLUM \ w 011 CA HOR � U .,a.,,.- �?., _-...- f.-�',� cam• X ��. �h. � � . —215.45 ,< �� < � S 8900320 E ;` r�' YJ ! ° X Deo ANCHOR , �x N' ���' 1 STORY METAL BLDG, FF EL = 46.88 II •, SHEET: 3 OF: • W E S 0' 20' 40' SCALE: 1 " = 20' 0 KEYES U. PARKING CALCULATIONS 1 0 KEY CT. PARKING CALCULATIONS (12 NGS (2) PARKING SPACE FOR THE FIRST 4000 S.F. OF WHSE. SPACE (2) PARKING SPACE FOR THE FIRST 4000 S.F. OF WHSE. SPACE (1) PARKING SPACE FOR EACH 1000 S.F. OF WHSE SPACE (1) PARKING SPACE FOR EACH 1000 S.F. OF WHSE. SPACE 2 SPACES FIRST 4000 S.F. WHSE = 2 SPACES 2 SPACES FIRST 4000 S.F. WHSE = 2 SPACES 3,980 S.F. OF WHSE./1000 = 4 SPACES 6,100 S.F. OF WHSE./1000 = 7 SPACES 6 SPACES REQUIRED 9 SPACES REQUIRED 11 SPACES PROVIDED 21 SPACES PROVIDED ov A'W i SIGN LEGEND GENERAL NOTES PAR CEL I . D. # 12 � 20-= 30=-� 510- 000'0'. 0120 �l� 1 STOP SIGN 1. ALL LANDSCAPE AREAS TO BE SODDED. # 12-20-30 510 0000-0130 CD Oo 0 STOP BAR (24" WIDE) 2 D SPRINKLER SYSTEMREAS TO BE IRRIGATED BY AU'r OMATIC 12-20-30-300-0210 '0000 a # O HANDICAP SYMBOL 3. 30" STOP SIGN SHALL BE OF HIGH INTENSITY REFLECTORIZED :- \ AS SPECIFIED IN THE MANUAL OF UNIFORM TRAFFIC CONTROL !� O HANDICAP SIGN DEVICES AND LOCATED AS SHOWN ON SITE PLAN. Q DO NOT ENTER SIGN 4. HANDICAP SYMBOL SHALL BE WHITE PAINT. 25' LONG, 6' WIDE DBL, YELLOW LINE 5. ALL ADDRESS NUMBERS SHALL BE VISIBLE AND READABLE FROM STREET / \ 0 RIGHT TURN ONLY .SIGN 6. INSTALL "NO TRESPASSING, CONSTRUCTION SITE" SIGN AS SPECIFIED IN FLORIDA STATUTE 810.09, PARAGRAPH D. �8 WHITE TRAFFIC ARROW 7. POST THE EMERGENCY NIGHT PHONE NUMBER ON ,THE BOTTOM OF \ THE BUILDING PERMIT. 8. CONTRACTOR TO VERIFY LOCATION OF ALL EXIST, UTILITIES. 9. PROPERTY IS ZONED R1-1 �l, .000M • I 10. THERE IS NO SURFACE WATER ON OR W/1 50OF SITE. THERE /yF /• ;00, /P-.% S ARE NO WETLANDS ON SITE, BUILDING SETBACKS G''�O� // A9O 6,0, 11. SIGNS WILL BE APPLIED FOR UNDER SEPARATE PERMIT. ����ti / 9� \ 12. SEMINOLE CO. SOIL SURVEY -URBAN LAND FRONT 25' C�OQ�ji�` / OOO, p'' ��c,�,T \ FEXIST,FIRE HYDRANT SIDE 15' / '� �a � --� �` O REAR 20' �o •� hJ�� / �' ��r ZONED R1-1 EXISTING WAREHOUSE e `~ 30'R 6' LONG PRECAST CONCRETE BUMPER -- EDGE OF PAVEMENT 3.. , I � -� (2) No. 5 DOWELL - 3' LONG PRECAST BUMPER DETAIL 2'R EXTRUDED CONCRETE CURB TACK WITH RC -30 CONCRETE PAVEMENT -111111 " I I III=ILII `° •4 °•'••11111 COMPACTED SUBGRADE VIII 11111=11111=11111=11111 11111=111.11=IIIfI= 11111=11111=11111=11111=11111-11111-11111 EXTRUDED CURB DETAIL SITE DATA (130 KEYES COURT) DESCRIPTION _SQ.; FT. ACRES % OF SITE SITE AREA 36,382 0.84 100.0% PROP. BLDG. AREA 10,100 0,23 27.767 PAVEMENT & SIDEWALK 15,018 0.34 41.28% IMPERVIOUS AREA 25,118 0.57 69.94% LANDSCAPE AREA 11,264 0.2730.96% • SITE DATA (120 KEYES COURT) DESCRIPTION SQ.; FT. ACRES OF SITE SITE AREA 19,325 0.44 100.07. PROP. BLDG, AREA 7,030 016 36.387. PAVEMENT & SIDEWALK 8,355 0,19 43.23% IMPERVIOUS AREA 15,385 0.35 79.61% LANDSCAPE AREA 3,940 0.09 • LANDSCAPE AREA 3,893 0.09 45.57% w � W G25) 0 0 H 3 - - S GNDICAP SPACEARKIN(FTP W f J 1 STORY 4STRE,"WHITE2' o/c NOTE: (HANDICAP SIGN ONLY) z w � ca CO Q p, v � � a FLORIDA ACCESSIBILITY CODE FOR BUILDING FF EL. = 46.88 J } 4" BLUE 1.5 CONSTRUCTION, 4.1.3 SECTION (1), DATED OCT., 1996, 1 o STRIPE AT LEAST ONE ACCESSBILE ROUTE COMPLYING WITH U `_> Q az p H U � x w SITE DATA (120 KEYES COURT) DESCRIPTION SQ.; FT. ACRES OF SITE SITE AREA 19,325 0.44 100.07. PROP. BLDG, AREA 7,030 016 36.387. PAVEMENT & SIDEWALK 8,355 0,19 43.23% IMPERVIOUS AREA 15,385 0.35 79.61% LANDSCAPE AREA 3,940 0.09 20.39%. �` "V 2.5" ELECTRIC y v O PVC CONDUIT �O �� �0)6 160' O Q O o O / • q�,4-. � � ��-� Asi� SANITARY MANHOLE COMBINED SITE DATA (LESS SW LOT) DESCRIPTION SQ. FT, ACRES % OF SITE SITE AREA ao oCO 1.28 100:0% PROP. BLDG. AREA 17,130 .0,39 30.75% PAVEMENT 23,373 0.54' 41.96% IMPERVIOUS AREA CQa 0.93. 72.71% f 15,204 0.35 27.297, . LANDSCAPE AREA 3,893 0.09 45.57% G25) 0 0 H 3 - - S GNDICAP SPACEARKIN(FTP W f J 1 STORY 4STRE,"WHITE2' o/c NOTE: (HANDICAP SIGN ONLY) z w � METAL BLDG. 1 E0P ACCESSIBILITY: A) IN ACCORDANCE WITH THE � � a FLORIDA ACCESSIBILITY CODE FOR BUILDING FF EL. = 46.88 J } 4" BLUE 1.5 CONSTRUCTION, 4.1.3 SECTION (1), DATED OCT., 1996, 1 o STRIPE AT LEAST ONE ACCESSBILE ROUTE COMPLYING WITH U `_> O v �` "V 2.5" ELECTRIC y v O PVC CONDUIT �O �� �0)6 160' O Q O o O / • q�,4-. � � ��-� Asi� SANITARY MANHOLE COMBINED SITE DATA (LESS SW LOT) DESCRIPTION SQ. FT, ACRES % OF SITE SITE AREA 55,707 1.28 100:0% PROP. BLDG. AREA 17,130 .0,39 30.75% PAVEMENT 23,373 0.54' 41.96% IMPERVIOUS AREA 40,503 0.93. 72.71% LANDSCAPE AREA 15,204 0.35 27.297, . / �CONSTRUCT DOT O �% TOP=46.7ti TYPE „F„ CURB / '�� C ! G' - 2 � / •,, � .� � EXIST. SAN. NE INV -4L.54 LATERAL SE INV= 42.49 /\ SW INV=42.81 REMOVE DRIVEWAY APRON. ADD `� \4p a SIDEWALK, ,MATCH CURB. & SOD . 0:0, � Wim' JJ DBLSLEEVE , PVC > �� \O� -4 o / \ \ GRAVITY BACKWATER VALVE E� CIQ / 130 KEYES COURT 75 L.F. OF _ � 10,100 SQ.FT. ,WAREHOUSE 6" ,sAN. LAT, 8 PL Lr AUTOMATIC FIRE SPRINKLER SYSTEM 5%SLOPE . TYPE IV CONSTRUCTION 16' EAVE HEIGHT, 20' RIDGE HEIGHT 8 EL EV. 43.5� Qo • ° ___18) 2�'~ PROP. 1 METE `4 PROP. 1" IRRI�. W/ RPBFP. C7 METER W/ RPL FP f �j" 01 • / \ Q 4 \SLEEVE M I ( C ! H c,. 1.5" PVC Lz� CONDUIT, CAPPED f _ __ _: . � \ O \ Lo 5�t EXIST. 1'' PV': 'NA IER 1..1NE LAT. W -z �. / / \ \ Iv+) I EXIST. 8 PVC WATER LINE EXIST. WATER \ \ 120 KEYES COURT R O 1 O' LAT. FOR LOT 12 t WET TAP & SLEEVE \ \ 7 980 SQ.FT. WAREHOUSE yt �6�' '� ' o100 t Z0NED RI -1 4x1x4 TEE/�`\ TYPE IV CONSTRUCTION 6"' �p j�� 11 ot9 11 EXISTING WAREHOUSE 16 EAVE HEIGHT, 20 RIDGE HEIGHT CONC� 'A 1" WATER LAT. I t SLAB °y NSF Loco t \ DBL DETECTOR TEMP. JUMPER �p1NPG RISER 4 FIRE LINE •p. CH�CK VALVE j ,t,_5 D 10 \ Oy ! W .FDC t gc . O \ 1 JACK & BORE •1 STORY C r� J/ EXPSiMyN_P\" Ep ` ��' �� "D� vo�J� o DBL PVC O 1 / ( ) FRAME RES. I sr' ;�o\�BE'RNE 01 SLEEVE h SLEEVE W 4., PVC SCH. 80 J� I I `� oNG \�\�� \ '; IN 12 STEEL CASING TO BE REMOVED \ I PN pRpp• ; ��O • c���\, /vTRUG J�e��K��°�---24,=0 ; 3' MIN COVER 1 050 SQ•FT I s \ K PIT ® o t W \ • 1.5" PVC I STORY CONDUIT, CAPPED O �, 60' ANGLE \ c� -n t PARKING FRAME SHED � � ;,.�� � z 1 ¢ � U� � l/ • TO BE REMOVED 4,Q.FT• ' ; 1 O, 0 4" :WHITE Z. ?S� 1' i 12 STRIP Q 80 . J 1" WATER LAT. 85 L.F. OF ; N ZONED A--1 /� ,�1 �� NSF LOGO 1". PVC LAT, (� t �o, L1J ZD EXISTING RENTAL HOUSE `!� e r- }- \ 01 PROP. 1" METER t 25 LF. OF 6" PVC 22' t W RPBFP SAN. LAT. 0.5% SLOPE DBL. PVC �2 1 / t \ SLEEVE PROPOSED 15' DRAINAGE AND ;, � 514)-0" �. FLORIDA POWER &LIGHT EASEMENTI � \ INv. aa.o t / � 5 L_.F OF 2 -3 RETAINING WALL I--- Z Y 23 ! 16 t - +�----•N 1 ?s�, PROP. 1" ��RIG. j F..;;iST. FIRE HYDRANT r1/ Q O.� \ �\ 001 b:�5 METER W RPBFP It L � Q � / � }- ppr -1 V. 43.5 I ' t od . SOUTHWEST SITE DATA (120 KEYES CT.) DESCRIPTION SQ. FT. ACRES % OF SITE SITE AREA 8,543 w 100.0% * EXIST. BLDG. AREA 1,530 0.04 17.91% PROP. BLDG. AREA 950 0.02 11.12% PAVEMENT 3,700 0.09 43.31% * IMPERVIOUS AREA 4,650 0.11 54.43% LANDSCAPE AREA 3,893 0.09 45.57% G25) 0 0 0 3 - - S GNDICAP SPACEARKIN(FTP W f J 1 STORY 4STRE,"WHITE2' o/c NOTE: (HANDICAP SIGN ONLY) METAL BLDG. 1 E0P ACCESSIBILITY: A) IN ACCORDANCE WITH THE FLORIDA ACCESSIBILITY CODE FOR BUILDING FF EL. = 46.88 J } 4" BLUE 1.5 CONSTRUCTION, 4.1.3 SECTION (1), DATED OCT., 1996, 1 o STRIPE AT LEAST ONE ACCESSBILE ROUTE COMPLYING WITH a o C az p / �CONSTRUCT DOT O �% TOP=46.7ti TYPE „F„ CURB / '�� C ! G' - 2 � / •,, � .� � EXIST. SAN. NE INV -4L.54 LATERAL SE INV= 42.49 /\ SW INV=42.81 REMOVE DRIVEWAY APRON. ADD `� \4p a SIDEWALK, ,MATCH CURB. & SOD . 0:0, � Wim' JJ DBLSLEEVE , PVC > �� \O� -4 o / \ \ GRAVITY BACKWATER VALVE E� CIQ / 130 KEYES COURT 75 L.F. OF _ � 10,100 SQ.FT. ,WAREHOUSE 6" ,sAN. LAT, 8 PL Lr AUTOMATIC FIRE SPRINKLER SYSTEM 5%SLOPE . TYPE IV CONSTRUCTION 16' EAVE HEIGHT, 20' RIDGE HEIGHT 8 EL EV. 43.5� Qo • ° ___18) 2�'~ PROP. 1 METE `4 PROP. 1" IRRI�. W/ RPBFP. C7 METER W/ RPL FP f �j" 01 • / \ Q 4 \SLEEVE M I ( C ! H c,. 1.5" PVC Lz� CONDUIT, CAPPED f _ __ _: . � \ O \ Lo 5�t EXIST. 1'' PV': 'NA IER 1..1NE LAT. W -z �. / / \ \ Iv+) I EXIST. 8 PVC WATER LINE EXIST. WATER \ \ 120 KEYES COURT R O 1 O' LAT. FOR LOT 12 t WET TAP & SLEEVE \ \ 7 980 SQ.FT. WAREHOUSE yt �6�' '� ' o100 t Z0NED RI -1 4x1x4 TEE/�`\ TYPE IV CONSTRUCTION 6"' �p j�� 11 ot9 11 EXISTING WAREHOUSE 16 EAVE HEIGHT, 20 RIDGE HEIGHT CONC� 'A 1" WATER LAT. I t SLAB °y NSF Loco t \ DBL DETECTOR TEMP. JUMPER �p1NPG RISER 4 FIRE LINE •p. CH�CK VALVE j ,t,_5 D 10 \ Oy ! W .FDC t gc . O \ 1 JACK & BORE •1 STORY C r� J/ EXPSiMyN_P\" Ep ` ��' �� "D� vo�J� o DBL PVC O 1 / ( ) FRAME RES. I sr' ;�o\�BE'RNE 01 SLEEVE h SLEEVE W 4., PVC SCH. 80 J� I I `� oNG \�\�� \ '; IN 12 STEEL CASING TO BE REMOVED \ I PN pRpp• ; ��O • c���\, /vTRUG J�e��K��°�---24,=0 ; 3' MIN COVER 1 050 SQ•FT I s \ K PIT ® o t W \ • 1.5" PVC I STORY CONDUIT, CAPPED O �, 60' ANGLE \ c� -n t PARKING FRAME SHED � � ;,.�� � z 1 ¢ � U� � l/ • TO BE REMOVED 4,Q.FT• ' ; 1 O, 0 4" :WHITE Z. ?S� 1' i 12 STRIP Q 80 . J 1" WATER LAT. 85 L.F. OF ; N ZONED A--1 /� ,�1 �� NSF LOGO 1". PVC LAT, (� t �o, L1J ZD EXISTING RENTAL HOUSE `!� e r- }- \ 01 PROP. 1" METER t 25 LF. OF 6" PVC 22' t W RPBFP SAN. LAT. 0.5% SLOPE DBL. PVC �2 1 / t \ SLEEVE PROPOSED 15' DRAINAGE AND ;, � 514)-0" �. FLORIDA POWER &LIGHT EASEMENTI � \ INv. aa.o t / � 5 L_.F OF 2 -3 RETAINING WALL I--- Z Y 23 ! 16 t - +�----•N 1 ?s�, PROP. 1" ��RIG. j F..;;iST. FIRE HYDRANT r1/ Q O.� \ �\ 001 b:�5 METER W RPBFP It L � Q � / � }- ppr -1 V. 43.5 I ' t od . SOUTHWEST SITE DATA (120 KEYES CT.) DESCRIPTION SQ. FT. ACRES % OF SITE SITE AREA 8,543 0.20 100.0% * EXIST. BLDG. AREA 1,530 0.04 17.91% PROP. BLDG. AREA 950 0.02 11.12% PAVEMENT 3,700 0.09 43.31% * IMPERVIOUS AREA 4,650 0.11 54.43% LANDSCAPE AREA 3,893 0.09 45.57% 2154, r 1 t N 89°03 2O W GRAVITY BACKWATER VALVE t 1 R1-1 PROPOSED SANITARY LAT. CONNECTION CV ' EXI STI G WAREHOUSE + 170 L.F. OF 6" PVC SAN. LAT., 0.5% SLOPE I O v) � ANCHOR G25) 3 - - S GNDICAP SPACEARKIN(FTP W f J 1 STORY 4STRE,"WHITE2' o/c NOTE: (HANDICAP SIGN ONLY) METAL BLDG. 1 E0P ACCESSIBILITY: A) IN ACCORDANCE WITH THE FLORIDA ACCESSIBILITY CODE FOR BUILDING FF EL. = 46.88 J } 4" BLUE 1.5 CONSTRUCTION, 4.1.3 SECTION (1), DATED OCT., 1996, 1 o STRIPE AT LEAST ONE ACCESSBILE ROUTE COMPLYING WITH * EXISTING BUILDING (IMPERVIOUS AREA CREDIT) 1,530 SQ.FT. 4.3 SHALL CONNECT. ACCESSBILE BUILDING OR, FACILITY ENTRANCES WITH ALL ACCESSIBLE SPACES z AND ELEMENTS WITHIN THE BUILDING OR FACILITY � DOORS ACCESSINGTHE BUILDING MUST` BE DEPICTED ON SITE PLAN. RAMP DETAILS WITH SLOPE 4`ti02 INFORMATION SHALL BE DEPICTED ON SITE. PLAN.��� Q 4 • PE ) g THE 'LOCATION OF HANDICAPPED PARKING STRIPE 0 i S H,' SI{ELTO,N, P.E. "0 50:1 STALLS, LODAING ZONES, SIDEWALKS AND RAMPS ON E OF FLORIDA N S1TE SHALL MEET CHAPTER 316.1955 OF THE FLORIDA G. N0, 42752 4" WHITE STATUTES AND SECTION 4.1.3 OF THE FLORIDA STRIPE ACCESSIBILITY CODE. CURB RAMPS SHALL NOT EXCEED 12:1 FILE NAME MUNFIELDSP-1 5, I 19, I SLOPES PARKING SPACE AND AISLE SHALL NOT EXCEED N 50:1 CROSS SLOPE. NOTE: JOB # 01160 - PARKING STALLS SHALL BE MARKED WITH WHITE & BLUE PAINT PER FLORIDA ACCESSBILITY CODE SECTION 4.6.1. SHEET: 4, OF: 6 4" 4" <ENcry of Szp ENERGY DISSAPATORS AE 3, 4 =1 4 4„ 2 - „ 4I 4„ I I=1 I I-1 I I=, I I•I�d � -III �-III-III--I I OD o WlIX" 6'6A10/1'O0 WELDED XWEIRXENFIlX96Ol /-SOD---, PLAN /3 ROD EXISTING GRADE -X X -X -X ONCRETE 'j PIPE /SROD 3'S° ROUND C ° .EROSION CONTROL ROUND CQNQRETE PIPE SECTION SILT NOTES: FENCE 1. PLACEMENT OF ENTRANCE BARRIERS SHALL O BE ACCORDING TO F.D.O.T. STANDARDS, 2. LETTERS REFER TO F.D,O.T. DESIGN STANDARDS "DIMENSIONS AND QUANTITIES O CONCRETE FLUHARTMEINDE&MUMBERZ.2E.S. W/. ENERGY DISSAPATOR ROUND, CONCRETE PIPE DOT INDEX #272 -� G (D �x�. o Qo J. JOD COQ 1 ROADSIDE SWALE PAVEMENT r� O , GRATE 2"x 2"x 3/16" ANGLE GRATE WELDED TO SKIMMER TOP OF SKIMMER ELEV. 47.3 24"CMP --- TOP OF 15" CMP ELEV. 46.30 2"x 2"x 3/16" ANGLE 15" CMP BOTTOM OF SKIMMER ELEV. 45,3 INV. 4-3.0 (INLET ELV. 40,0) OUTFALL STRUCTURE N.T.S. c n LINTEL COURSE W/ (1) #5 CONT. 24 =+-� 6 54 \ x N), o X r�� 1- x FF PARCEL W4 12,-20-3'0- 6' STOCKADE FENCE ACRES • 5' 2, W 0.84 SLOPE BERM 6' SWAL E N # 12- A 30- 47.0 \ 0000 46.0 EXISTING GRADE o C)O N PAVEMENT r� O , GRATE 2"x 2"x 3/16" ANGLE GRATE WELDED TO SKIMMER TOP OF SKIMMER ELEV. 47.3 24"CMP --- TOP OF 15" CMP ELEV. 46.30 2"x 2"x 3/16" ANGLE 15" CMP BOTTOM OF SKIMMER ELEV. 45,3 INV. 4-3.0 (INLET ELV. 40,0) OUTFALL STRUCTURE N.T.S. c n LINTEL COURSE W/ (1) #5 CONT. 24 =+-� 6 54 \ x N), o X r�� 1- x FF PARCEL W4 12,-20-3'0- SQ. FT. ACRES 51'0'0000 SITE AREA W 0.84 20 j01 E N # 12- 20-- 30- 510-- IMPERVIOUS" AREA 0000 0130 ' o C)O N � � N 3,•893 0.09 PAV T II -III -III ui-111-IIi-�-,,, ->`I1-1Tf=1Tf- -TI 1=1 f1=1 I I I� #5 VERTICAL R E B AR -il 1=ifi_I ff-1Tl-1I 1=1 I I © 48 0. C. -I i l-III=1 I I=1 I I=1 I I -I I j- 1=III=111111=111111- #5 DOWEL © 48" O.C. W� 24' DRIVEWAY 111_111_!-1Ti= 8" HOOK & 25" LAP I_�__- 'rn- u=1T- -1� 1I „ #5 LAT. @ 48" O.C. 10" (4) #5 CONT. 30" 3" MIN. B RETAINING WALL/ POND SECTION N OTE: \ )" I V kJ J v.J c. v 12-20-30-300-0210-00,00 fw 0' 20' 40' SCALE: 1 " = 20' h 46.45 x 47,00 O� � X V,�� w 9 ` 1'TF 11 ��CONC, FLUME W MES & ENERGY DISS PATOR. INV. 44.0 SITE DATA (130 KEYES COURT) DESCRIPTION SQ. FT. ACRES % OF SITE SITE AREA W 0.84 100.0% 7,030 E 27.76% ,PAVEMENT & SIDEWALK 15,0180.34 0,19 41.28%' IMPERVIOUS" AREA 25,118 0.57 69.04% LANDSCAPE AREA 11,264 0.27 S 15" KP @ INV. 40.0 3,•893 0.09 30" 0' 20' 40' SCALE: 1 " = 20' h 46.45 x 47,00 O� � X V,�� w 9 ` 1'TF 11 ��CONC, FLUME W MES & ENERGY DISS PATOR. INV. 44.0 SITE DATA (130 KEYES COURT) DESCRIPTION SQ. FT. ACRES % OF SITE SITE AREA 36;382 0.84 100.0% PROP, BLDG.: AREA10,100 7,030 0.23 27.76% ,PAVEMENT & SIDEWALK 15,0180.34 0,19 41.28%' IMPERVIOUS" AREA 25,118 0.57 69.04% LANDSCAPE AREA 11,264 0.27 30.96% SITE DATA (120 KEYES COURT, LESS SW LOT). DESCRIPTION SQ. FT. ACRES % OF SITE SITE AREA 19,325 0.44 100.0% PROP. BLDG. AREA 7,030 0.1 g 36.38% PAVEMENT & SIDEWALK 8,355 0,19 43:23% IMPERVIOUS AREA 15,385 0.35. 79.61% . LANDSCAPE AREA 31940 0.09 20.39% COMBINED SITE DATA (LESS SW LOT) Q v2 Gl p Q Q U U C\2 P2crl PROP. BLDG, AREA - 0,39 30.75% PAVEMENT 23,373 0.54 q oV 40,503 0.93 72.71% LANDSCAPE AREA 15,204, 0.35 27.29% 15" KP @ INV. 40.0 3,•893 0.09 30" CATCH BASIN - TOP=44.63 c.� E E- E- cn z z z Ca , U G.rT Q .. E- p4l .. 0 0 0 ` a COMBINED SITE DATA (LESS SW LOT) DESCRIPTION SQ. FT. ACRES. % OF SITE SITE AREA 55,707 C\2 P2crl PROP. BLDG, AREA - 0,39 30.75% PAVEMENT 23,373 0.54 41.96% oV 40,503 0.93 72.71% LANDSCAPE AREA 15,204, 0.35 27.29% 15" KP @ INV. 40.0 3,•893 0.09 30" CATCH BASIN - TOP=44.63 E E- E- cn z z z Ca , G.rT E- 0 0 0 ` COMBINED SITE DATA (LESS SW LOT) DESCRIPTION SQ. FT. ACRES. % OF SITE SITE AREA 55,707 1.28 100.0% PROP. BLDG, AREA 17,130 0,39 30.75% PAVEMENT 23,373 0.54 41.96% IMPERVIOUS AREA 40,503 0.93 72.71% LANDSCAPE AREA 15,204, 0.35 27.29% SANITARY MANHOLE I CD TOP=46 78 co E- DESCRIPTION NE INV=42.54 ACRES % OF SITE I p'i P4 � * EXIST. BLDG, AREA SW INV=42.81 0.04 I-o PROP. BLDG. AREA n �rL �D° CD CD CD 43.31% * IMPERVIOUS AREA BACK OF INLET W/. 0.11 ,54.43% 15" KP @ INV. 40.0 3,•893 0.09 30" CATCH BASIN - TOP=44.63 coV) cn 000 E- SANITARY MANHOLE I CD TOP=46 78 co E- SOUTHWEST SITE DATA (ADDITIONAL LOT) DESCRIPTION NE INV=42.54 ACRES % OF SITE I SE INV=42.49 0.20 o * EXIST. BLDG, AREA SW INV=42.81 0.04 I-o PROP. BLDG. AREA n �rL �D° Xr� 3,700 CORE BORE THROUGH 43.31% * IMPERVIOUS AREA BACK OF INLET W/. 0.11 ,54.43% 15" KP @ INV. 40.0 3,•893 0.09 30" CATCH BASIN - TOP=44.63 SOUTHWEST SITE DATA (ADDITIONAL LOT) DESCRIPTION SQ. FT, ACRES % OF SITE SITE AREA 8,543 0.20 100:0% * EXIST. BLDG, AREA 1,530 0.04 17.91% PROP. BLDG. AREA 950 0.02, 11;1.2% PAVEMENT 3,700 0.09 43.31% * IMPERVIOUS AREA 4,650 0.11 ,54.43% LANDSCAPE AREA 3,•893 0.09 45.577. SE 1NV=39.63 * EXISTING BUILDING (IMPERVIOUS AREA CREDIT) 1,530 SQ; FT. H NE INV=39:82 .i E INV=39.85 W' GATOR CULVERT OUTFALL STRUCTURE X �1 �� �-Irk-� , � � • EROSION COiJ i KOL v . SILT FENCE x FEz �o ROADSIDE F3, SWALE z 0 -11GH PT. 24-0-- I q c� a o 1 • 47.20 x z l� 46.50 APPROACH SLAB (o. �x 1 0 4 5>, CONC., 3000 PSI. q.8.60 IN PLACE COMPACTED FILL, 98%. DENSITY DF 2 -3 24 ».� I 75 F.B.V. LLJ I C WALL 5 L. F. OF VTZ rl „ RCP } V. 44.0 (ip O a- uw i 1 I L.1J . • Xaa • d� ^I�-��`� ' �.r� � n � (�° � . Z . O V) o W EROSION CONTROL CONTROL JOINT SILT FENCE CONTROL JOINT Y II 3 VALLEY GUTTER J O0 x------ ----------- --, Z ►'`7 < go, PARKIN(; SPA( F �- 1-1112-", ASPHALT (TYPE S) 6"LIMEROCK BASE (98% MAX. DENSITY) 6°' STABILIZED ISUBGRADE (50 p.s.1. F.B.V.) PER AASIATO T-180 PARKING LOT SECTION (OPTIONAL) 0 T- �. MAINTAIN FLOW LINE � � � . . 0 CQ DRIVEWAY DETAIL CITY DETAIL FIG. N -4j Z � Q 1 LJ 0' PARKING SPACE 24' DRIVING AISLE /-- WHEELSTOP 0.02% SLOPE 0.02% SLOPE NNW- (MIN)N) ` %5 (MI 1 S H. SIKELTON, P.E. 5 (MIN) FIBERMESH CONCRETE,, 3000 PSI S ATE OF FLORIDA . ( CREG. NO. 42752 8" COMPACTED SUBGRAD'E 98% MAX. DENSITY SUBGRADE, FBV 75 • PSI FILE NAME MUNFIELDSP-1 PARKING LOT SECTION JOB # OIIso SHEET: OF:' . - co 0o O F� I SE 1NV=39.63 * EXISTING BUILDING (IMPERVIOUS AREA CREDIT) 1,530 SQ; FT. H NE INV=39:82 .i E INV=39.85 W' GATOR CULVERT OUTFALL STRUCTURE X �1 �� �-Irk-� , � � • EROSION COiJ i KOL v . SILT FENCE x FEz �o ROADSIDE F3, SWALE z 0 -11GH PT. 24-0-- I q c� a o 1 • 47.20 x z l� 46.50 APPROACH SLAB (o. �x 1 0 4 5>, CONC., 3000 PSI. q.8.60 IN PLACE COMPACTED FILL, 98%. DENSITY DF 2 -3 24 ».� I 75 F.B.V. LLJ I C WALL 5 L. F. OF VTZ rl „ RCP } V. 44.0 (ip O a- uw i 1 I L.1J . • Xaa • d� ^I�-��`� ' �.r� � n � (�° � . Z . O V) o W EROSION CONTROL CONTROL JOINT SILT FENCE CONTROL JOINT Y II 3 VALLEY GUTTER J O0 x------ ----------- --, Z ►'`7 < go, PARKIN(; SPA( F �- 1-1112-", ASPHALT (TYPE S) 6"LIMEROCK BASE (98% MAX. DENSITY) 6°' STABILIZED ISUBGRADE (50 p.s.1. F.B.V.) PER AASIATO T-180 PARKING LOT SECTION (OPTIONAL) 0 T- �. MAINTAIN FLOW LINE � � � . . 0 CQ DRIVEWAY DETAIL CITY DETAIL FIG. N -4j Z � Q 1 LJ 0' PARKING SPACE 24' DRIVING AISLE /-- WHEELSTOP 0.02% SLOPE 0.02% SLOPE NNW- (MIN)N) ` %5 (MI 1 S H. SIKELTON, P.E. 5 (MIN) FIBERMESH CONCRETE,, 3000 PSI S ATE OF FLORIDA . ( CREG. NO. 42752 8" COMPACTED SUBGRAD'E 98% MAX. DENSITY SUBGRADE, FBV 75 • PSI FILE NAME MUNFIELDSP-1 PARKING LOT SECTION JOB # OIIso SHEET: OF:' . - n OPAQUE GATES W/ (6) HINGES, LATCH AND GATE STOP HARDWARE LATCH 4" CAP BLOCK (2) GATE STOPS W/ 9/16"0 x 3" HOLDERS SET IN SLAB c.1 LHU L [ Ll —"—X x X X Y I PAINT/STUCCO TO L1— � -I MATCH BUILDING 12.0' I I0 _,___w—SLOPED PER GR DING PLANEBARS ON 12" 0/C EA. DIRECTION 12.0' DUMPSTER ENCLOSURE NTS DESIGNED PER CITY OF SANFORD CRITERIA Trunk Shall Be Maintained in Vertical Position Protective Rubber Hose Guy Wires (3) Shall Be Kept To 2" Mulch Layer 2" x 2" x 24" Stake Fertillizer Tablet Planting Soil Mix Compacted Soil Mix Setting bed PARCEL I. D. # 12= 20-30-510-0000-0120 a /I (2) BOLLARDS CD / I FLUSH JOINTS 510-- 12-20-30-510 DRIVEWAY GRADE 0130 Q I I/ \ p , Xi VERT. FILL CELLS (TYi)/ d-1 I I0 _,___w—SLOPED PER GR DING PLANEBARS ON 12" 0/C EA. DIRECTION 12.0' DUMPSTER ENCLOSURE NTS DESIGNED PER CITY OF SANFORD CRITERIA Trunk Shall Be Maintained in Vertical Position Protective Rubber Hose Guy Wires (3) Shall Be Kept To 2" Mulch Layer 2" x 2" x 24" Stake Fertillizer Tablet Planting Soil Mix Compacted Soil Mix Setting bed PARCEL I. D. # 12= 20-30-510-0000-0120 a o CD o w 510-- 12-20-30-510 0000- 0130 Q Q \ p # 12- 2-30-�- 300-- 0210-= 0000_ O N " � C� L7 •— O. N, RECLAIMEE' 'NATER USAGE = 260 GPM x 15 MIN. = 3900 GALLONS F--� r,> LINE 1) THE D`_ I'_LOPER SHALL CONSTRUCT RECLAIMED WATER LANDSCAPE LEGEND DISTRIBUTION FACILITIES TO THE PROPOSED DEVELOPMENT a Q 2) A FULLY AUTOMATIC IRRIGATION SYSTEM, UTILIZING . V DEVELOI F R SO AS TO PROVIDE TOTAL COVERAGE FOR ALL W � ut G VIBURNUM HEDGE (30" HGT. PLANTED AT 30" 0/C.) o IRRIGATION.,, GENERAL NOTES w 1. REFER TO THE LANDSCAPE PLANS WHEN TRENCHING TO AVOID TREES AND SHRUBS.' (28) LAUREL OAK 10'-12' HIGH, 2:5" CALIPER ® 4.5' ABOVE FINISHED GRADE ALL LATERAL PIPING SHALL BE BURIED TO A MINIMUM DEPTH OF 12" OF COVER. 3. ALL POP-UP ROTORS AND SPRAYS SHALL BE INSTALLED USING AN 18" PVC FLEX Q U 50' 0/C ALONG R/W, 25' 0/C ALONG PROPERT LINE THAT ABUTTS RESIDENTIAL PIPE CONNECTION, DO NOT USE FUNNY PIPE. 4. ADJUST ALL NOZZLES TO REDUCE WATER WASTE ON HARD SURFACES & BLDG WALLS.' H H 1. ALL LANDSCAPED AREAS TO BE SODDED (BAHAI) 6. ALL CONTROL WIRE SPLICES SHALL BE MADE IN VALVE BOXES USING KING ONE STEP CONNECTORS AND SEALANT EALANT WITH WIRE. NUTS. w AND MULCHED (4", MIN.). PAPER (SEPIA OR MYLAR) SHOWING ALL IRRIGATION INSTALLATION. A MYLAR OR SEPIA OF THE ORIGINAL PLAN MAYBE OBTAINED FROM THE LANDSCAPE ARCHITECT Q� FOR A FEE. THE DRAWING SHALL LOCATE ALL MAINLINE AND—� VALVES BY SHOWING O EXACT MEASUREMENTS FROM HARD SURFACES. C- 8. ALL VALVES, GATE VALVES AND QUICK COUPLERS SHALL BE INSTALLED IN VALVE L1J Z BOXES. 0® . Q'_ 9. ANY PIPING SHOWN OUTSIDE THE PROPERTY LINE OR RUNNING OUTSIDE A .LANDSCAPE AREA IS SHOWN THERE FOR CLARITY ONLY. ALL LINES SHALL BE INSTALLED ON THE 2. ALL PROPOSED PLANTS' WILL BE FLORIDA #1 GRADE OR BETTER. PROPERTY AND INSIDE THE LANDSCAPE Ld .AREAS. 10. THE EXACT HEIGHT OF ANY 12" POP—UP THAT IS SHOWN IN A SHRUB BED SHALL. BE � DETERMINED BY THE LANDSCAPE ARCHITECT 1N THE FIELD. 0 11. THE CONTRACTOR SHALL EXERCISE CARE SO AS NOT TO DAMAGE ANY EXISTING . 3. IF THE EXISTING PLANT MATERIAL DOES NOT MEET MIN. CODE REQUIREMENT �r UTILITI�.S. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE IMMEDIATE REPAIRS Z " M �`' AND COST OF ANY DAMAGE CAUSED BY HIS WORK. Q `" 12, ALL WORK SHALL BE GUARANTEED FOR ONE YEAR FROM THE DATE OF FINAL W SUPPLEMENTING THE PLANT MATERIAL TO MEET CODE WILL BE DONE. r (1; : 13, ELECTRICAL SERVICE TO ALL EQUIPMENT SHALL BE PROVIDED TO A JUNCTION O CV BOX AT THE EQUIPMENT LOCATION, (BY OTHERS. NOT A PART OF THIS CONTRACT,) U �-- 4. LANDSCAPING SHALL NOT OBSTRUCT OR BLOCK SIGNAGE. LLJ z . 5. PLANT ONE SHRUB PER 10 SQ.FT. OF LANDSCAPE ISLAND AREA Q o 0 o `co v IRRIGATION GENERAL NOTES: 1. IRRIGATION SYSTEM TO BE DESIGNED '& INSTALLED BY A LICENSED? o IRRIGATION `CONTRACTOR. o 0 0 2. SYSTEM TO HAVE ZONES 5' FULL RADIUS POP-UP x w w ® 20' HALF RADIUS POP-UP ROTOR vj Q 10' FULL RADIUS POP—UP w Q 7' HALF RADIUS POP—UP F � v � NOZZLE CHART 20' PLATFORM EL. 46.9 10' LEVEL BOTTOM .6 EL: 42.9 W 40' RAMP PIPE RAILING 42". HIGH SLAB #5 BENT BAR, 48" 0/C INTO SLAB, SIDEWALK (36" EA. WAY) PUCK BUMPERS #5 INLINTEL COURSE #5s © 48" 0/C. TO OF WAL EL. 46.9 FILL ENTIRE WALLH� --IIII-^iiIIIIiI�TTTi= W/ C BOT. OF TRUCK PIT ry #5s @ /C, I I OMAS H. SKELTON, P.E. 00 I STATE OF FLORIDA —III a REG. NO, 42752 4 7: ONT. II i II 7 CONTRACTOR TO STEP FOOTER AS NECESSARY 2)-6y) FILE NAME : MUNFIELDSP-1 MIN CL, a CONC. INLET W/ .SUMP PUMP Oil los # so SECT. THRU TRUCK PIT WALL TRUCK PIT WALL ELEV.. SHEET:OF. 6 r o CD o w G� S, \ p TOTAL ARE, = 64,250 SF. (1.47 AC.) rT� IRRIGATED AREA — 19,097 SF. (0.43 AC.) � r- O. N, RECLAIMEE' 'NATER USAGE = 260 GPM x 15 MIN. = 3900 GALLONS F--� r,> LINE 20' PLATFORM EL. 46.9 10' LEVEL BOTTOM .6 EL: 42.9 W 40' RAMP PIPE RAILING 42". HIGH SLAB #5 BENT BAR, 48" 0/C INTO SLAB, SIDEWALK (36" EA. WAY) PUCK BUMPERS #5 INLINTEL COURSE #5s © 48" 0/C. TO OF WAL EL. 46.9 FILL ENTIRE WALLH� --IIII-^iiIIIIiI�TTTi= W/ C BOT. OF TRUCK PIT ry #5s @ /C, I I OMAS H. SKELTON, P.E. 00 I STATE OF FLORIDA —III a REG. NO, 42752 4 7: ONT. II i II 7 CONTRACTOR TO STEP FOOTER AS NECESSARY 2)-6y) FILE NAME : MUNFIELDSP-1 MIN CL, a CONC. INLET W/ .SUMP PUMP Oil los # so SECT. THRU TRUCK PIT WALL TRUCK PIT WALL ELEV.. SHEET:OF. 6 r TAKE F AACK . CALCS. FOR IRRIGATION SYSTEM TOTAL ARE, = 64,250 SF. (1.47 AC.) rT� IRRIGATED AREA — 19,097 SF. (0.43 AC.) � r- RECLAIMEE' 'NATER USAGE = 260 GPM x 15 MIN. = 3900 GALLONS F--� LINE 1) THE D`_ I'_LOPER SHALL CONSTRUCT RECLAIMED WATER f-�I DISTRIBUTION FACILITIES TO THE PROPOSED DEVELOPMENT a 2) A FULLY AUTOMATIC IRRIGATION SYSTEM, UTILIZING . RECLAIt ED WATER, SHALL BE INSTALLED BY THE DEVELOI F R SO AS TO PROVIDE TOTAL COVERAGE FOR ALL z W LANDSCr,t'iNG, INCLUDING , DING HEDGESTREES, AND GRASSED AREAS, FOR THEiPROPOSED DEVELOPMENT. o IRRIGATION.,, GENERAL NOTES 1. REFER TO THE LANDSCAPE PLANS WHEN TRENCHING TO AVOID TREES AND SHRUBS.' 2. ALL MAINLINE PIPING SHALL BE BURIED TO A MINIMUM DEPTH OF 18" OF COVER. ALL LATERAL PIPING SHALL BE BURIED TO A MINIMUM DEPTH OF 12" OF COVER. 3. ALL POP-UP ROTORS AND SPRAYS SHALL BE INSTALLED USING AN 18" PVC FLEX PIPE CONNECTION, DO NOT USE FUNNY PIPE. 4. ADJUST ALL NOZZLES TO REDUCE WATER WASTE ON HARD SURFACES & BLDG WALLS.' 5. THROTTLE ALL VALVES ON SHRUB LINES AS REQUIRED TO PREVENT FOGGING. 6. ALL CONTROL WIRE SPLICES SHALL BE MADE IN VALVE BOXES USING KING ONE STEP CONNECTORS AND SEALANT EALANT WITH WIRE. NUTS. 7. THE CONTRACTOR SHALL PREPARE AN AS -BUILT DRAWING ON A REPRODUCIBLE PAPER (SEPIA OR MYLAR) SHOWING ALL IRRIGATION INSTALLATION. A MYLAR OR SEPIA OF THE ORIGINAL PLAN MAYBE OBTAINED FROM THE LANDSCAPE ARCHITECT Q� FOR A FEE. THE DRAWING SHALL LOCATE ALL MAINLINE AND—� VALVES BY SHOWING O EXACT MEASUREMENTS FROM HARD SURFACES. C- 8. ALL VALVES, GATE VALVES AND QUICK COUPLERS SHALL BE INSTALLED IN VALVE L1J Z BOXES. 0® . Q'_ 9. ANY PIPING SHOWN OUTSIDE THE PROPERTY LINE OR RUNNING OUTSIDE A .LANDSCAPE AREA IS SHOWN THERE FOR CLARITY ONLY. ALL LINES SHALL BE INSTALLED ON THE �; Q . C�. PROPERTY AND INSIDE THE LANDSCAPE Ld .AREAS. 10. THE EXACT HEIGHT OF ANY 12" POP—UP THAT IS SHOWN IN A SHRUB BED SHALL. BE � DETERMINED BY THE LANDSCAPE ARCHITECT 1N THE FIELD. 0 11. THE CONTRACTOR SHALL EXERCISE CARE SO AS NOT TO DAMAGE ANY EXISTING . p p O �r UTILITI�.S. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE IMMEDIATE REPAIRS Z " M �`' AND COST OF ANY DAMAGE CAUSED BY HIS WORK. Q `" 12, ALL WORK SHALL BE GUARANTEED FOR ONE YEAR FROM THE DATE OF FINAL W ACCEPTANCE AGAINST ALL DEFECTS IN EQUIPMENT AND WORKMANSHIP, r (1; : 13, ELECTRICAL SERVICE TO ALL EQUIPMENT SHALL BE PROVIDED TO A JUNCTION O CV BOX AT THE EQUIPMENT LOCATION, (BY OTHERS. NOT A PART OF THIS CONTRACT,) U �-- LLJ z . 20' PLATFORM EL. 46.9 10' LEVEL BOTTOM .6 EL: 42.9 W 40' RAMP PIPE RAILING 42". HIGH SLAB #5 BENT BAR, 48" 0/C INTO SLAB, SIDEWALK (36" EA. WAY) PUCK BUMPERS #5 INLINTEL COURSE #5s © 48" 0/C. TO OF WAL EL. 46.9 FILL ENTIRE WALLH� --IIII-^iiIIIIiI�TTTi= W/ C BOT. OF TRUCK PIT ry #5s @ /C, I I OMAS H. SKELTON, P.E. 00 I STATE OF FLORIDA —III a REG. NO, 42752 4 7: ONT. II i II 7 CONTRACTOR TO STEP FOOTER AS NECESSARY 2)-6y) FILE NAME : MUNFIELDSP-1 MIN CL, a CONC. INLET W/ .SUMP PUMP Oil los # so SECT. THRU TRUCK PIT WALL TRUCK PIT WALL ELEV.. SHEET:OF. 6 r SQUARE T CUT EDGE Of EXISTING TRENCH WIDTH :YARIE3 SEE NOTE 10 PAYMENT (TYP.) W/ SIZE OF PIPE FINISHED GRADE ---\ i WHEN FLEXIBLE P MENT x N IS CUT. o SEE NOTE 2 ANGLE MAY VARY x x SEE NOTE 4� * PIPE O.D. N 6" (TYP) SELECT COMMON is FILL m z BEDDING ROCK PIPE BEDDING (SEE NOTE 8 & 9) UNDISTURBED NOTES: EARTH 1. PIPE BEDDING: SELECT COMMON FILL COMPACTED TO 95% OF THE MAXIMUM DENSITY AS PER AASHTO 7-180. 2. TRENCH BACKFILL' COMMON FILL COMPACTED TO 959 OF THE MAXIMUM DENSITY AS PER AASHTO T-180. FLOWABLE FILL, 100-125 P.5.L, 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. 15" 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. 0. 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. 8. GRAVITY SEWERS SHALL' UTILIZE TYPE A BEDDING IF REQUIRED BY THE CITY.' BEDDING "DEPTH ,SHALL BE 4" MINIMUM FOR PIPE DIAMETER LESS THAN 15" AND 8" MINIMUM FOR PIPE DIAMETER 18" 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. IT. 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 _T 1-- - CITY OF SANFORD 1999 FIG. 100 PVC PIPE COLOR WATER MAIN: BLUE PIPE TYPICAL 2" TO 8" PIPE - 8" TAPE IS CENTERED ALONG TOP HALF OF PIPE. POTABLE WATER MAIN POTABLE WATER MAIN 10" TO 18" PIPE - a" TAPE IS PLACED ALONG BOTH SIDES OF TOP HALF OF PIPE. rrm nna rnioa Rtm aoLra mia Krm nira roTAaa wAru waR POTNL[ wnTnl wvn POTAIRt wAT[]t Ovral 20" AND URGER PIPE -TAPE IS PLACED ON BOTH SIDES OF THE TOP HALF OF THE PIPE WITH A THIRD STRIP CENTERED ALONG TOP HALF OF PIPE. ,mm nna rarAua Imn aura n+moa Rrm eaxra >m'rw+ POTAeIs wAiu BiAI PmAeEE wATu BApI POTAEIE wA1G pAlll PmAxi wnra wuR POtAML wnru enm rmnwt wnm, MAM PAPER BACKED ADHESIVE TAPE (TYPICAL) P„- 12" daNl MAX. y�t+,el.0 1" W;-wu+rirarwu w�rcR wniN 6 INCHES �� BLUE TAPE WITH BLACK PERMANENTLY IMPREGNATED LETTERING SHALL BE USED. THE TAPE SHALL RUN FROM JOINT TO JOINT ALONG THE PIPE. POTABLE WATER MAIN ,WITH IDENTIFICATION DIP: CL350 PIPE SIZE MINIMUM LENGTH (FT) TO BE RESTRAINED ON EACH SIDE OF FITTING(S). 10" 12" 14" 16" 18" 20" PIPE 51zE 90' BEND PVC:C-900/905 4" 6" 8" 10" 12" 14" 16" 18 20" 24" 90' BEND 22-1/2' BEND 45• BEND WARNING TAPE (SEWER POTABLE WATER AND RECLAIMED WATER) CITY OF SANFORD 1999 FIG. 111 22-1/2' BEND PLUG OR BRANCH OF TEE 11-1/4' BEND PIPE BEDDING 1N1�2 PVCRSLEEVE -"" 3" COVER REQUIREMENTS 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 IW 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 COLOR WATER MAIN: BLUE PIPE TYPICAL 2" TO 8" PIPE - 8" TAPE IS CENTERED ALONG TOP HALF OF PIPE. POTABLE WATER MAIN POTABLE WATER MAIN 10" TO 18" PIPE - a" TAPE IS PLACED ALONG BOTH SIDES OF TOP HALF OF PIPE. rrm nna rnioa Rtm aoLra mia Krm nira roTAaa wAru waR POTNL[ wnTnl wvn POTAIRt wAT[]t Ovral 20" AND URGER PIPE -TAPE IS PLACED ON BOTH SIDES OF THE TOP HALF OF THE PIPE WITH A THIRD STRIP CENTERED ALONG TOP HALF OF PIPE. ,mm nna rarAua Imn aura n+moa Rrm eaxra >m'rw+ POTAeIs wAiu BiAI PmAeEE wATu BApI POTAEIE wA1G pAlll PmAxi wnra wuR POtAML wnru enm rmnwt wnm, MAM PAPER BACKED ADHESIVE TAPE (TYPICAL) P„- 12" daNl MAX. y�t+,el.0 1" W;-wu+rirarwu w�rcR wniN 6 INCHES �� BLUE TAPE WITH BLACK PERMANENTLY IMPREGNATED LETTERING SHALL BE USED. THE TAPE SHALL RUN FROM JOINT TO JOINT ALONG THE PIPE. POTABLE WATER MAIN ,WITH IDENTIFICATION DIP: CL350 PIPE SIZE 4" 8" 10" 12" 14" 16" 18" 20" 2.4" 90' BEND 45' BEND " 22-1/2' BEND WARNING TAPE (SEWER POTABLE WATER AND RECLAIMED WATER) CITY OF SANFORD 1999 FIG. 111 22-1/2' BEND PLUG OR BRANCH OF TEE 11-1/4' BEND PIPE BEDDING 1N1�2 PVCRSLEEVE -"" 3" COVER REQUIREMENTS PLUG OR BRANCH OF TEE TAPS NTS PIPE IDENTIFICATION (POTABLE WATER) CITY OF SANFORD 1999 FIG. 110 SQUARE `CUT EDGE OF. EXISTING TRENCH WIDTLd HVARIES SEE NOTE 9 PAYMENT (TTP.) W/ SIZE OF PIPE FINISHED GRADE � � l 2" MIN. ASPHALTIC CONC. % WHEN FLEXIBLE PAVEMENT Y r .. • � IS CUT � SEE NOTE 2 ANGLE MAY VARY V W SEE NOTE 4 f. _ PIPE O.D. a" (TTP) x SELECT s COMMON FILL 8 UNDISTURBED � S bi SEEN EARTH ( 'NOTE 3) NOTES: 1. PPE BEDDING: SELECT COMMON FILL COMPACTED TO 95X 0 I F THE MAXIMUM DENSITY AS PER AASHTO T-180: 2. TRENCH BACKFILL:. COMMON FILL COMPACTED TO 95% OF THE MAXIMUM DENSITY A5 PER AASHTO T-180. PLOWABLE FILL, 100-125 P.S.L, SHALL BE .USED WHERE EXISTING PAVED AREAS ARE AFFECTED. SEE SECTION 32.8.4 OF UTILITIES MANUAL FOR DESIGN MIX. 3. PIPE BEDDING UTILIZING SELECT COMMON FILL OR BEDDING ROCK IN ACCORDANCE WITH TYPE A BEDDING AND TRENCHING DEVIL MAY BE REQUIRED AS DIRECTED BY THE CITY. 4. 15"° MAX. FOR PIPE DIAMETERS LESS THAN 24", -AND 24" 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. a, ALL 'PIPE TO BE INSTALLED WITH BELLFACINGUPSTREAM 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. 8. 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. 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 .TRENCH Lem IMITS 18"� MIN. I rAR.U.. RS ALL AROUND 2" CLEARANCE PIPE.) B I �I 8" MIN. (TTP.) A TIE RODS INCLUDING 4" x 4" x"1/2" NUTS AND WASHERS ' HOT DIPPED CALVINIZED (SEE SCHEDULE BELOW) ' OR STAINLESS STEEL ` `~I �-�--• C (8" MIN.) MECHANICAL BEARING PLATE JOINTS OINTS f4 BARS •�•---- _ -�I UNDISTURBED <.,a:�'� EARTH 7::,• �;� D 4'-0" MIN. SEE TRENCH DETAILS FOR NOTES: 1. ADDITIONAL REINFORCEMENTS SHALL 8E AS SPECIFIED BY THE ENGINEER. 2. MINIMUM COMPRESSIVE STRENGTH FOR CONCRETE SHALL BE 3000 P.S.I. 3. BEDDING, BACKFILL,' AND COMPACTION SHALL BE AS SPECIFIED ELSEWHERE IN THE STANDARD DRAWINGS. 4. ALL FORM' BOARDS SHALL BE REMOVED PRIOR TO BACKFILL 5. NO ALLOWANCE SHAH BE MADE FOR FRICTION BETWEEN THE PIPE WALL DIP: CL350 PIPE SIZE 4" 8" 10" 12" 14" 16" 18" 20" 2.4" 90' BEND 45' BEND 22-1/2' BEND PIPE WARNING TAPE (SEWER POTABLE WATER AND RECLAIMED WATER) CITY OF SANFORD 1999 FIG. 111 PLUG OR BRANCH OF TEE PIPE BEDDING 1N1�2 PVCRSLEEVE -"" 3" COVER REQUIREMENTS AND THE THRUST COLLAR. 6. DESIGN PRESSURE: _P.5.1.' SCHEDULE OF DIMENSIONS AND MATERIALS PIPE DIMENSIONS TIE RODS REQ'D SIZE (INCHES) A B C D DIA. N0. NOTCr THRUST BLACK AREAS TO BE COMPUTED ON BASp Of us. PCR m. Fr. Sm IIESTwuNr (1•eoo Mn+) eEAaINo. u:[ NOTE a • To ee tainrao er CNoxreCx WATER MAIN THRUST COLLAR DETAIL CITY OF SANFORD 1999FIG. 105 GROUND LEVEL 18" I VINYL CONTINUOUS MAX. 38" � WARNING TAPE MIN. TYPICAL UTILITY PIPE GENERAL NOTES: A. ALL UTILITY PIPES SHALL' BE INSTALLED WITH B INCH WIDE VINYL CONTINUOUS NON- METALLIC -TAPE, ''.FOR '.IDENTIFICATION AND WARNING PURPOSES, BURIED ABOVE THE PIPE AT A MAXIMUM DEPTH DEPTH OF 18 INCHES 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. LETTERING: ,"CAUTION: WATER UNE B. LETTERING: "CAUTION: SEWER UNE BURIED BELOW" OR SIMILAR WORDING. BURIED BELOW" OR SIMILAR WORDING. 2. RECLAIMED WATER 4. SEWER FORCE MAIN A. COLOR:PURPIE WITH BLACK LETTERING. A. COLOR: BROWN WITH BUCK LETTERING. B. LETTERING: "CAUTION: RECLAIMED WATER B. LETTERING: "CAUTION: SEWER FORCE UNE BURIED BELOW" OR SIMILAR MAIN BURIED BELOW" OR SIMILAR WORDING. WORDING. B. ACOLOR-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 FIG. 400) •UTILITY gEENOTE 1 SHEETED TRENCH UNSHEETED TRENCH a �� 10" MIN " " SEE NOTE 1 UNDISTURBED p•' .;:�'• !`:. {r iD a •.•.¢'•' ..: ! ' r` y SIDES CAH j: 5000 P.5.1 r.,r 'r�, •'�.• SE FORMED EARm • CONCRETE :F•.• �, •:':fi �'.'r<•r; 'rr•' .r:: SHEETING I •:. , � ;f . " f' CONCRETE � f� 4" NIN ROCK s,.F'•'.r •!•� • n � ., ;;r = :�;��!`!.:,••• ;;r!'•{..`• UNDISTURBED EARTH CONCRETE ARCH FULL ENCASEMENT SHEETED TRENCH UNSHEETED TRENCH . 10' MIN. " SEE NOTE 1 ■ MtN. (TTP.) SHEETING SIDES CAN BE FORMED •::i•• i 'D'/2 ��:, 3000 PSI CONCRETE r:."T" r •'F!•: r { 6" MIN. •).`{! :. ''.F' UNDISTURBED EARTH CONCRETE CRADLE NOTES 1. ('): 15" MAX. FOR PIPE DIAMETER LESS THAN 24", ANMD; 24" MAX. FOR PIPE DIAMETER 24" AND OVER. FOR CONCRETE ARCH, THE MIN. WIDTH SNAIL BE EQUAL TO OUTSIDE DIAMETER OF PIPE. 2. "D" REFERS TO THE DIAMETER OF THE PIPE. 3. "T" REFERS T0 THE THICKNESS OF THE PIPE. 4. THE NEED FOR CONCRETE ARCH HALF ENCASEMENT OR, FULL ENCASEMENT TO BE DETERMINED IN THE FIELD A5 DIRECTED BY THE CITY. 5. REFER TO SECTION 32.5 OF THE UTILITIES MANUAL FOR SHEETING AND BRACING EXCAVATIONS. 6. ENDS OF ENCASEMENT SHALL BE FORMED, AND LOCATIONS SHALL BE INDICATED ON RECORD DRAWINGS. DIP: CL350 PIPE SIZE 4" 8" 10" 12" 14" 16" 18" 20" 2.4" 90' BEND 45' BEND 22-1/2' BEND PIPE WARNING TAPE (SEWER POTABLE WATER AND RECLAIMED WATER) CITY OF SANFORD 1999 FIG. 111 FINISHED GRADE CONCRETE BLOCK OR BRICK AND (SE MORTAR WALL FILLING AT BOTH ENDS '`; RESTRAINED JOINT DUCTILE IRON PIPE f 4" MIN; 6" MIN. -- STEEL CASING PIPE - DUCTILE IRON PIPE- DIP: CL350 PIPE SIZE 4" 8" 10" 12" 14" 16" 18" 20" 2.4" 90' BEND 45' BEND 22-1/2' BEND 11-1/4' BEND PLUG OR BRANCH OF TEE CONCRETE ARCH AND ENCASEMENT DETAILS CITY OF SANFORD 1999102 NOTES: IPE-NOTES: i. WHEN CONSTRUCTION IS WITHIN FOOT 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- A 2" D.I. PENT PIPE W/SCREEN MESH 4' x 4' PRECAST OPENING AND 4"x4" CONCRETE VAULT LOCATION)POST (TTP. FINISHED GRADE 36" SQ CAST IRON FRAME AND COVER WITH 4" MAX. 17-1/4" ACCESS LID. GROUT PREMOLAED PlAS71Cr' •'' '' 2" VALVE (TTP.) JOINT r'•' "' 2" POLY •'t'. 5 Ls (MIN.)-'.-*.,* �- A. ' 2" PORT- WITH THREADED PLUG PIPE: PLUG (TTP.) CUT OUT AND SEAL JOINT 2" NIPPLE WITH MORTAR FOR FORCE 2" GATE ! •• • :.' � MAIN OR WATER MAIN VALVE 'SEE NOTE 2 2" NIPPLE SERVICE SADDLE PER SPECIFICATION FITTINGS .AND SECTION 50.5.4 PIPE FOR •'.'.. •; •• ,• A.R.V. SHALL : ' f � : • :• : . BE BRASS �6» 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 "' "'{LS AND APPROVED BY THE CITY PRIOR TO IHSTALLAT, 2. THE MINS- FROM TOP OF PIPE TO FINISHED GRADE SHALL +>• I. 3. ALL STRI% ') BE TRAFFIC BEARING RATED. JR COMBINATION AIR/VACUUM RELEASE VALVE DETAIL CITY OF SANFORD 1999 FIG.. 112 AREA FOR UNDIS URBED PLUG 5011 TTP.) is t is t . EDGE OF TRENCH (rYP.) CRO5$..y1(,(PLUG CROSS W/ TWO PLUS TEFO WOOD BLOCKING (TTP.) AREA FOR PLUG ZEE TEE W/PLUG AREA FOR AREA FOR 45' BEND TEE AREA FOR PLUG TEE, w/ M OCE END PLUG THRUST BLOCK DETAILS CITY OF SANFORD 1999 FIG. 103A OFFSET '(A5 REQ'D) � BENDS WOOD FORM 'BOARDS' BEHIND ' EDGE OF CROSSCUT� BELL SHALL NOT INTERFERE UNDISTURBED ! WITH JOINT (TTP.) B 501E (TTP.) ` CONCRETE THRUST BLOCK (TTP.) e/2, TRENCH WIDTH EDGE OF 'THRUST TRENCH THRUST. 'BLOC (P•) FITTING 4MOIN.AREA Q. FT� CONCRETE THRUST BLOCK_F NOTES: 1. THRUST BLOCK BEARING AREAS SHALL BE POURED AGAINST UNDISTURBED MATERIAL: ;WHERE TRENCH WALL HAS BEEN DISTURBED, EXCAVATE ALL LOOSE MATERIAL AND EXTEND TO UNDISTURBED MATERIAL. 2. EXTEND THRUST BLOCK FULL LENGTH OF FITTINGS. 'JOINTS, NUTS, AND BOLTS SHALL NOT BE COVERED BY THRUST BLOCKSr FITTINGS SHALL 'BE PROTECTED BY POLYETHYLENE FILM. (8 MIL.) PRIOR TO PLACING CONCRETE THRUST BLOCK. 3. ROUGH BLOCKING -FORMS SHALL BE USED ALONG SIDES OF THRUST BLOCKS AS REQUIRED. 4. THRUST BLOCKS SHALL BE USED IN COMBINATION, AS REQUIRED TO SUR THE SPECIFIC FITTING ARRANGEMENT. 3. !:L WOOD BLOCKING SHALL BE PRESSURE TREATED WITH PRESERVATIVE IF FORMS ARE TO REMAIN IN PUCE. 8. ALL 'THRUST BLACKS SHALL BE ALLOWED TO SET FIVE (5) DAYS BEFORE PRESSURE TESTING, UNLESS HIGH EARLY STRENGTH MINIMUM LENGTH (FT). TO BE RESTRAINED ON EACH SIDE OF DIP: CL350 PIPE SIZE 4" 8" 10" 12" 14" 16" 18" 20" 2.4" 90' BEND 45' BEND 22-1/2' BEND 11-1/4' BEND PLUG OR BRANCH OF TEE u • A t WIP1�� BY 0101M[9t. .THRUST BLOCK DETAILS CITY OF SANFORD 1999 FIG. 1038 FITTING(S). NOTES: 1. 'FITTINGS SHALL BE RESTRAINED JOINT TYPE. 2. INSTALL FULL LENGTHS OF PIPE WITH TOTAL LENGTH CONTAINING ONLY RESTRAINED JOINTS EQUAL. 70 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 i WORKING ;PRESSURE: P.S.I. SOIL DESIGNATIONS .LAYING CONDITIONS: TO BE COMPLETED BY. THE ENGINEER i 6. FOR HDPE 'PIPE OR PIPE ENCASED IN, POLYETHYLENE, USE VALUES GIVEN IN PARENTHESES OR INCREASE -THE GIVEN VALUE BY A FACTOR OF .1.5. DIP: CL350 PIPE SIZE 4" 8" 10" 12" 14" 16" 18" 20" 2.4" 90' BEND 45' BEND 22-1/2' BEND 11-1/4' BEND PLUG OR BRANCH OF TEE RESTRAINED PIPE .TABLE ( DIP ) CITY OF 'SANFORD 1999 PLG. 1046 CONCRETE IS USED AND CITY HAS APPROVED A SHORTER PERIOD. SCHEDULE FOR THRUST BiocK aTTFws • . � epo eoo V� Nerai4 wa MW' ate» na m c:p m c90 m Pia In c� m `�` { to / 0000a,q. \ ❑aaaa.a ❑aaapa,aaa11 ggaaa0ElQCION aggaaaaaaaaa a o 1, SEWER o 0 0 aa❑ d-- ❑pggaaOClaqa❑ agaaaa❑❑qa �60.13101 RECLAIMED WATER SEWER 00000000013 000000,000 " pcj 13 110 Q 13 13 13 13 0 0 POTABLE WATER NOTE: APPLY TWO COATS OF EXTERIOR ENAMEL PAINT: PURPLE - RECLAIMED WATER GREEN - SEWER BLUE - POTABLE WATER TYPICAL VALYF BOX COVER TWILLS CITY OF SANFORD 1999 FIG. 115 SET-TOP OF VALVE BOX COVER (SEE FIGURE 115) AT FINISHED GRADE 6" BLACK STEEL MIN, SPACING CONCRETE PAD CONCRETE BASE IN UNPAVED AREAS FINISHED GRADE (SEE FIGURE 107) POST .•� AND PAINTED OSHA BARS STRETCHER 5' MAX. 6" 43' BEND #9�TIE WIRES CORNER `ol O AND 46.8 OF TPE r 12 O.C. "I ""'--ADJUSTABLE CAST IRON FINISHED GRADE N VALVE BOX SEE NOTE 2 BOX SHALL REST ON M.J. PLUG VALVE OND VALVE ORK,PIPET AND SHALL BE CONTINUOUS COLOR > \ CENTERED ON CODED 14 GAUGE OPERATING NUT INSULATED WIRE (NON-METALLIC PIPES ONLY) g L o01 a0 � o\o�- � o o O -o� $o o�o$o c l C 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 j FIG. 203 X19 ALUM. CLIPS TROWEL -FINISHED 2'-0" MAX. 10'-0" TO CENTER (MAX) 6" BLACK STEEL MIN, SPACING CONCRETE BASE POST CAP TOP RAIL POST .•� AND PAINTED OSHA BARS STRETCHER 5' MAX. 6" 43' BEND #9�TIE WIRES CORNER `ol O AND 46.8 OF TPE r 12 O.C. "I FABRIC 3/8 ROUND FINISHED GRADE N ;A REMOVABLE TRUSS BARS IWEIII-IIIE I L I I -I I LINE POST UNPAVED AREAS. 2 COURSES OF BRICK (MIN.) (SEE NOTE 1) 04f.4 LINE 2" TURNBUCKLE TYPICAL LOCATION Or TENSION WIRE GRADE 3000 PSI CONC. BEND OUTSIDE WALL (SEE FIGURE 301) SERVICE CLEAN -GUT PLAN (SEE NOTE 2) FINISHED GRADE JOINT SURFACES PER SPECIFICATIONS 4'-0" 5" MIN. '� PRE -PRIMED 5) P ICLJlO (SEE NOTE ;n SEA R WITH 3000 PSI CONCRETE f 19 WRAPPER *' 1.OX MIN. (TYP) D 0 (WRAPPER TO REINFORCEMENT AND JOINT . BE REMOVED) TERMINAL DEPTH TE 6"� 12" ST SPRING UNE 12" FENCE DETAIL TERMINAL DEPTH k4EE NOTE 1) AS REQUIRED FOR SERVICE (3' MIN.) 3 8" ADJ. (TVP•) GATE POST -1 r GATE CORNER TRUSS RODS --I T- GATE FRAME r - GATE POST L 6" 6"J I X12" 20' MAX. -� DOUBLE SWINQ GATE DETAIL NOTES: 1. TRUSS BARS ARE REQUIRED FOR EACH GATE SECTION AND THE FIRST SPAN ON EACH SIDE OF A CORNER POST ONLY, 2. ALL MATERIALS SHALL HAVE A' FACTORY APPLIED BLACK VINYL COATING. CHAIN LINK FENCE DETAIL CITY OF SANFORD 1 1999 FIG. 304 NOTE: SITE LOCATION AND THE .DEVICE TO BE PROTECTED MAY REQUIRE A LARGER DIAMETER PIPE AND CONCRETE ANCHOR. CITY OF SANFORD 1999 FIG. 116 r ' .YA6,cD ,ITri r LOT WYE WITH TROWEL -FINISHED 6' BRANCH 6" BLACK STEEL MIN, LINE SIEVAR ES CONCRETE BASE CONC. FILLED, PRIMED 61-66 SEE MANHOLE .•� AND PAINTED OSHA 5' MAX. 6" 43' BEND YELLOW (2 COATS) O AND 46.8 OF TPE • 6" BRANCH "I • FINISHED GRADE N (SEE NOTE 2) REMOVABLE II I IMI1=1 I I I -I IWEIII-IIIE I L I I -I I PLUG (TYP) UNPAVED AREAS. 2 COURSES OF BRICK (MIN.) SERVICE CLEAN-OUT (SEE NOTE 2) 04f.4 LINE ..- 24" DIA. MIN. TYPICAL LOCATION Or 3'-0" MAX. 5" LOCATOR DEVICE 3000 PSI CONC. BEND OUTSIDE WALL (SEE FIGURE 301) SERVICE CLEAN -GUT PLAN (SEE NOTE 2) FINISHED GRADE JOINT SURFACES PER SPECIFICATIONS 4'-0" 5" MIN. '� PRE -PRIMED 5) P ICLJlO (SEE NOTE JOINT SURFACES NOTE: SITE LOCATION AND THE .DEVICE TO BE PROTECTED MAY REQUIRE A LARGER DIAMETER PIPE AND CONCRETE ANCHOR. CITY OF SANFORD 1999 FIG. 116 r ' .YA6,cD ,ITri r LOT WYE WITH TROWEL -FINISHED 6' BRANCH LINE SIEVAR ES CONCRETE BASE 61-66 SEE MANHOLE 5' MAX. 6" 43' BEND WYE WITH j DETAILS AND 46.8 OF TPE • 6" BRANCH SERVICE CLEAN-OUT • SET COVERS FLUSH IN - PAVED AREAS d: AT (SEE NOTE 2) REMOVABLE ELEVATIONS SHOWN IN PERMANENT PLUG (TYP) PLUG (TYP) UNPAVED AREAS. 2 COURSES OF BRICK (MIN.) SERVICE CLEAN-OUT (SEE NOTE 2) LOT LINE a TYPICAL LOCATION Or 3'-0" MAX. 5" LOCATOR DEVICE 6" 6' 4 BEND OUTSIDE WALL (SEE FIGURE 301) SERVICE CLEAN -GUT PLAN (SEE NOTE 2) FINISHED GRADE JOINT SURFACES PER SPECIFICATIONS 4'-0" 5" MIN. '� PRE -PRIMED 5) P ICLJlO (SEE NOTE JOINT SURFACES SEA R WITH ' SLOPE TO 8' PVC TERMINAL DEPTH AT 19 WRAPPER *' 1.OX MIN. (TYP) D 0 (WRAPPER TO REINFORCEMENT AND JOINT COMPLETED JOINT WITH MIN. SQUEEZE -OUT BE REMOVED) TERMINAL DEPTH TE REQUIREDFOR D 6' PVC SERV ST SPRING UNE CEMIN.) TERMINAL DEPTH k4EE NOTE 1) AS REQUIRED FOR SERVICE (3' MIN.) SEWER MAIN (TVP•) (TTP.) SINGLE DOUBLE SERVICE SERVICE PROFILE I_T SECTION JOINT NOTES: 9 -•- pE AI 1. INVERT, OF LATERAL SHALL NOT ENTER SEWER MAIN BELOW SPRING UNE BEDDING ROCK 2. SERVICE CLEAN -OUTS SHALL BE INSTALLED AT TIME.OF BUILDING CONSTRUCTION BY THE CONTRACTOR. C ST -IN -PUCE 3. CITY APPROVED ELECTRONIC LOCATING DEVICE SHALL BE INSTALLED AT THE END OF EACH SERVICE STUB -OUT. BASE DETAIL 4. RESIDENTIAL SERVICES SHALL BE I INCHES & NON-RESIDENTIAL SERVICES SHALL BE 6 INCHES IN DIAMETER AS A MINIMUM. S. ELECTRONIC LOCATOR DEVICES SHALL BE PLACED ADJACENT TO THE STUBOUT FIG. FOR EACH SERVICE. (SEE SECTION 43.4 OF THE UTILITIES MANUAL). SANITA 1 SEWER A L DETAIL 3' CITY OF SANFORD 1999 FIG, 204 -CONCRETE STRUCTURE WITH PROPERTY TRAFFIC BEARING COVER LINE LOCKABLE NON SLIP PROPERTY RIGHT-OF-WAY ACCESS HATCH ALUMINUM) WIRING FROM PUMP STATK)N PRESSURE SWITCH 2"-VRONZE BRASS, OR 2" CAP ("AIN) BRASS SHUT OF RE31UEIIT BALL VALVE VALVES AND FI GS =`��` 2" MIN TEE OIL -FILLED CAST IRON PRESSURE BRASS DRAIN VALVE VALVE BOX GAUGE 2" ROSS 2" MIN DIA PIP BALL CHECK VaLYE (FULL FLOW) 2" BRASS HORIZONTAL E FLANGED TEE GATE VALVE I INFLOW OUTFLOW FROM PRIVATE TO CITY FORCE MAIN PUMP STATION FULL FLOW PLUG VALVE MOUNTED DOWNSTREAM WITH 2" SQUARE ACTUATING NUT NOTES 1.THIS DETAIL IS DIAGRAMMATIC ONLY. ARRANGE PIPING TO PROVIDE READY ACCESS TO ALL COMPONENTS. ALL ITEMS SHALL BE RIGIDLY SUPPORTED. 2.DIMENSIONS WILL VARY ACCORDING TO LINE SIZE. MINIMUM SIZE OF BOX SHALL BE 48 INCHES BY 48 INCHES WITH A 24 INCH BY 36 INCH MINIMUM STRUCTURAL ALUMINUM ACCESS HATCH COVER. ALL HARDWARE AND LOCK BRACKETS SHALL BE 304 STAINLESS STEEL. 3.PRESSURE SWITCH SHALL BE ADJUSTABLE WITH THE INITIAL SETTING.TO CUT OFF PUMP STATION AT A FORCE MAIN PRESSURE OF 20 P.S.I. THE ON AND OFF PUMP DIFFERENTIAL SHALL BE 10 P.S.I. AND ADJUSTABLE, Au tME Y w Htglff Ix, MIM 7/4' Sr1FtN0 S[iN'[al IIOIIS PRIVATET-CONSTRUCT AND INSTALL ' "`'�- PUMP S1A110N SIGN IN ACCORDANCE WITH E+" SECTION 22.5.2 OF THE (° -a)XXXXXXX UTILITIES MANUAL 0' W-0)�Q�OQO-QML 1 1/4' 1/Y .oases 113IVATE -9 STAITI0H PRSURESWITCH ANQ SIGNASELMUK7 �il5 CITY OF SANFORD 1999 FIG. 305 PRODUCTS AND MATERIALS: A. PIS PIPE SHALL BE SCHEDULE 40 PVC SOLVENT WELD PIPE CONFORMING TO ASTM 01784 AND D1785, B. FIIEINOS FITTINGS SHALL BE OF THE DRAIN WASTE AND VENT TYPE WITH SOL- VENT WELD CONNECTIONS. FITTINGS SHALL CONFORM TO ASTM F348, 02466 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 D2564. INSTALLATION DETAILS; ILLUSTRATED BELOW ARE SPECIFIC DETAILS FOR THE INSTALLATION OF THE NEW SANITARY SEWER LATERAL FOR CONNECTION TO THE VACUUM SEWER SYSTEM. n n (SEEIDUAILL TTHIS ]HUn L - - - - stns -our - - J 6CwTO K WILDMIO 4" SEI[YkCI (moETAA TIlt3 sHan �-WT vAcwM vALvc (scH 40 rrc) STORM[ PR VACUUM MAIN TYPICAL SERVICE CROSS-SECTION 4" DIA 6" LONG SPOOL PIECE WITH 1/8" STAINLESS STEEL MESH TRASH GUARD 90' BEND i90' BEND 4" PVC RISER 4" PVC C.O. THREADED CAP 45' BEND STRUCTURE; 2 SIL TEE D.W.V. WYE 4" SCH 40 PVC C.O. TYPIC& SERVICE VENT AND CLEAN-OUX DETAIL VAQUIMM SEWER SERVICE LATERAL SPECIFICATIONS CITY OF SANFORD 1999 FIG. 205 CAVrr' UAIN ' UA"un1 r' 11Mro DIAMETER (INCHES) TROWEL -FINISHED 48-53 CONCRETE BENCHING TO WITHIN 3" OF FENCE CONCRETE BASE 61-66 SEE MANHOLE CONNECTION OoF j DETAILS AND 46.8 OF TPE y MANHOLE FRAME Q COVER (SEE FIGURE 202) SET COVERS FLUSH IN - PAVED AREAS d: AT FRAMES BEDDED IN MORTAR 5' ELEVATIONS SHOWN IN II i+ ---IRRIGATION SYSTEM (TYP) UNPAVED AREAS. 2 COURSES OF BRICK (MIN.) 4 COURSES (MAX.) 1'- MIN. CONTROL PANEL 3'-0" MAX. 5" 2'-0" INSIDE W OUTSIDE WALL (SEE FIGURE 301) 3/4" IRRIGATION PRg-P IMED BITUMINOUS PO COATINGS t� a JOINT SURFACES PER SPECIFICATIONS 4'-0" 5" MIN. '� PRE -PRIMED 5) P ICLJlO (SEE NOTE JOINT SURFACES SEA R WITH PROTECTIVE 19 WRAPPER ENCHING PER SPECIFICATIONS» D 0 (WRAPPER TO REINFORCEMENT AND JOINT COMPLETED JOINT WITH MIN. SQUEEZE -OUT BE REMOVED) DETAIL TO BE DESIGNED BY SQUEEZE -OUT THE ENGINEER ANDI 8" MIN. N APPROVED BY THE 9" _9.7 CITY, I_T SECTION JOINT - 9 9 -•- pE AI a BEDDING ROCK 2" MIN, C ST -IN -PUCE PRECAST MONOLITHIC CONCRETE BASE TYPIQAL MANHOLE BASE DETAIL CITY OF SANFORD 1999 FIG. 200A PRODUCTS AND MATERIALS: A. PIS PIPE SHALL BE SCHEDULE 40 PVC SOLVENT WELD PIPE CONFORMING TO ASTM 01784 AND D1785, B. FIIEINOS FITTINGS SHALL BE OF THE DRAIN WASTE AND VENT TYPE WITH SOL- VENT WELD CONNECTIONS. FITTINGS SHALL CONFORM TO ASTM F348, 02466 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 D2564. INSTALLATION DETAILS; ILLUSTRATED BELOW ARE SPECIFIC DETAILS FOR THE INSTALLATION OF THE NEW SANITARY SEWER LATERAL FOR CONNECTION TO THE VACUUM SEWER SYSTEM. n n (SEEIDUAILL TTHIS ]HUn L - - - - stns -our - - J 6CwTO K WILDMIO 4" SEI[YkCI (moETAA TIlt3 sHan �-WT vAcwM vALvc (scH 40 rrc) STORM[ PR VACUUM MAIN TYPICAL SERVICE CROSS-SECTION 4" DIA 6" LONG SPOOL PIECE WITH 1/8" STAINLESS STEEL MESH TRASH GUARD 90' BEND i90' BEND 4" PVC RISER 4" PVC C.O. THREADED CAP 45' BEND STRUCTURE; 2 SIL TEE D.W.V. WYE 4" SCH 40 PVC C.O. TYPIC& SERVICE VENT AND CLEAN-OUX DETAIL VAQUIMM SEWER SERVICE LATERAL SPECIFICATIONS CITY OF SANFORD 1999 FIG. 205 CAVrr' UAIN ' UA"un1 r' 11Mro DIAMETER (INCHES) THICKNESS. (INCHES) HEIGHT, (FEET) MATERIAL. MANUFACTURER 11-25 20-33 48-53 54-57 TO WITHIN 3" OF FENCE 58-60 61-66 67-72 NOTES: 1. MANHOLE SHOWN 15 FOR SEWER SIZE 8" THRU 24". SEE SECTION 20 4.3 OF THE MANUAL FOR MANHOLE DIAMETER FOR SEWERS LARGER 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 SHALLBE A MINIMUM OF 18 INCHES LONG FROM THE WALL OF THE MANHOLE TOWARD THE CENTER. 5. MANHOLES RECEIVING FORCE MAIN DISCHARGE SHALL HAVE AN INTERIOR LINER AS SPECIFIED IN SECTION 42.2.2 OF THE UTILITIES MANUAL. TYPICAL 'MANHOLE DETAIL CITY OF SANFORD 1999 FIG. 200E NIBCO 3" DWV 9 STREET ELL COMBINED VALVE PIT AND TANK ARRANGEMENT CITY OF SANFORD 1999 FIG. 206 TEE PRECAST MANHOLE : • t ��-INFLUENT SEWER (SEE NOTE 3) CONCRETE ENCASEMENT ( OF VERTICAL PIPE INLET CONNECTION DROP PIPE . AS REQUIRED (SEE NOTE 1) 90' BEND STANDARD DROP DETAIL PRECAST MANHOLE < WALL COLLAR ENCASED IN NON -SHRINK GROUT FLUSH WITH MANHOLE PVC OR ]DIP WALL (SEE NOTE 2) SPECIAL DETAIL FOR 24" DIAMETER PIPE AND LARGER PRECAST WALL t' STAINLESS STEEL PVC OR BAND DIP STAINLESS STEEL' PIPE CLAMP t ' RESILIENT CONNECTOR STANDARD PRECAST MANHOLE PIPE CONNECTION NOTES: 1. DROP PIPE AND FTFIINGS SHALL BE OF EQUAL SIZE AND MATERIAL AS THE INFLUENT SEWER. 2. THE CITY MAY APPROVE ALTERNATE WATERTIGHT -CONNECTION DETAILS FOR CONNECTION OF 24" DIAMETER PIPES AND LARGER. 3. AN OUTSIDE DROP CONNECTION SHALL BE REQUIRED FOR ALL , INFLUENT WHICH HAVE AN INVERT 24" OR MORE ABOVE THE OUTFLOW PIPE INVERT. MANHOLE CONNECTION DETAILS CITY OF SANFORD 1999 FIG. 201 v LIMITS°OF TRACT i0 BE CONCRETE SUB DEDICATED TO CITY OF SANFORD TO WITHIN 3" OF FENCE CHAIN LINK FENCE PER SECTION 22.3.10 .RTU ANTENNA AND 46.8 OF TPE y MANUAL (SEE FIGURE 304) I 5' � II i+ ---IRRIGATION SYSTEM (TYP) CONTROL PANEL 5' MIN (SEE FIGURE 301) 3/4" IRRIGATION '0 1" WATER. SERVICE METER i HOSE 0188 v 10' WIDE W/BFP DEVICE Z .- N M Y a ao ,. ao a j_�!j z D 0� M a� o b ° ° ° f c ° z 0==* D ° ° ° 3 R in K DO n STANDARD AIMU PACK M 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 FC RIOP . 2 NON -PENETRATING PICK HOLES PLAN ALL COVERS USF "AS" OR EQUAL. MACHINED MATING SURFACES 24 i 3/8e- 1-1/2" MIN. �4;3/4" MIN. MANHOLE FRAME: USF "227" INLET FRAME: USF "1295" OR EQUAL. ELEVATION 5STT UDARD MANHOLE FRAME AAN COVER CITY OF SANFORD 1999 FIG.' 202 4".THICK 3000 PSI LIMITS°OF TRACT i0 BE CONCRETE SUB DEDICATED TO CITY OF SANFORD TO WITHIN 3" OF FENCE CHAIN LINK FENCE PER SECTION 22.3.10 .RTU ANTENNA AND 46.8 OF TPE MANUAL (SEE FIGURE 304) I 5' * II i+ ---IRRIGATION SYSTEM (TYP) CONTROL PANEL 5' MIN (SEE FIGURE 301) 3/4" IRRIGATION 1" WATER. SERVICE METER i HOSE 0188 v 10' WIDE W/BFP DEVICE * CONCRETE o z R/W 3' 5' (MIN.) 0 5' SIDEWALK 2 - 5' NG GATE ---- 5' BACK OF CURB L STReL 3/4- POTABLE C/L - PUBLIC R/W WATER METER RECLAIMED WATER MAIN * THIS DIMENSION SHALL BE EQUAL TO THE DEPTH OF THE W WET WELL NOTES: QETAIL 1. DRIVEWAY AND APRON SHALL BE SIX (6) INCH THICK, 3000 P.S,I. CONCRETE. 2. POWER TO THE PUMP STATION SHALT. BE THROUGH UNDERGROUND' CONDUIT FROM SUPPLY SOURCE IN RIGHT OF WAY. S. LANDSCAPING SHALL BE REQUIRED AROUND PERIMETER OF FENCE. 4. DEVELOPER SHALL INSTALL AN AUTOMATICALLY CONTROLLED AC POWERED SPRINKLER SYSTEM FOR LANDSCAPING. RECLAIMED WATER SHALL BE USED WHERE AVAILABLE S. ENGINEER SHALL PROVIDE A SCALED (1" . 20' MIN.) SITE SPECIFIC DETAIL DRAWING ON FIGURE 302. 6. THE DEVELOPER SHALL BE RESPONSIBLE FOR ALL UTILITY ACCOUNTS DURING CONSTRUCTION UNTIL PROJECT IS ACCEPTED BY THE CITY. PUMP STATION TYPICAL SITE PLAN CITY OF SANFORD 1999 FIG. 300 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. CITY OF SANFORD UTILITY STANDARD DETAILS DAA 1999: APPROVED M CRUMPTON PE ,DET002 SET TOP OF VALVE BOX COVER (SEE FIGURE 115) TO FINISHED GRADE CONCRETE PAD IN UNPAVED AREAS FINISHED GRADE (SEE. FIGURE 107) / / _ �✓ �%% � !T: /!fes ADJUSTABLE CAST IRON SEE NOTE 2 VALVE BOX BOX ,SHALL 'REST ON RESILIENT SEAT BEDDING ROCK NOT M. J. GATE VALVE ON VALVE OR PIPE AND SHALL BE WATER O ,O CENTERED ON MAIN �UK OPERATING NUT 0 0. O O O o 910n 6 cs' Oc CONTINUOUS COLOR CODED 14 GAUGE INSULATED COPPER 6" BEDDING ROCK LOCATING WIRE NOTES: I. 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 VALVERQX DMIL CITY OF SANFORD 1999 FIG. 400 BALL VALVE FOR 2 INCHES AND BELOW (DOMESTIC AND IRRI- GATION ONLY. 2 REQUIRED) TEST COCK (TYP.) - THREADED NIPPLE (TYP.) SLOPE FROM MAIN DOUBLE CHECK OR REDUCED PRESSURE ZONE DETECTOR ASSEMBLY AS APPROVEO BY THE CITY DIELECTRIC UNION (2 REQUIRED) 90' BEND (2 REQUIRED) SLOPE 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 500A), 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 5008). 4. VALVES SHALL BE CHAINED CLOSED.(FIGURE 5008) 5. ALL FIRE LINES SHALL BE AS APPROVED BY THE FIRE DEPT. (FIGURE 5008), 6. THE ENTIRE ASSEMBLY SHALL BE PAINTED SAFETY RED FOR FIRE PROTECTION USES AND BLACK FOR ALL OTHER USES. 7. A GATE VALVE SHALL BE INSTALLED AT THE ASSEMBLY'S CONNECTION POINT TO THE MAIN. (FIGURE 5008) R4��LE. 1i QR REDUCER-PREMRIE. ZONE Qf���T4RASSEMA LY CITY OF SANFORD 1999 FIG. 500A TEMPORARY JUMPER CONNECTION NOTES: 1. A tam= Jumper connection In required at all connections between existing active water mains and proposed new water main Improvements. 2. The detail above Is to be used for filling any new water main of,any'aize from exlatln9,acfly* water mains and for flushing of 'new mains'up`.to E INCHES IN DIAMETER (2.5 FPSminlmum- velootiy) and for pulling bacteriological samples from `any now water main of any olze. The Jumper connection shall be maintained until.after filling, flushing, testing and disinfection of the new main has been successfully completed and olearanas for use from the Florida Department of Environmental Protection (FDEP) and other pertinent agencies have been received. The Jumper connection shall also be used to maintain a minimum pressure of 20 psi In the new mains after disinfection and until the FDEP clearance letter Is obtained adequate. Thrust blocking and/or restraints shall be provided temporarily, as rrqulred. Pipe and fitting's used for connecting the now pipe to the exleHn 9 pipe shall be dlslnfeote d prior to Installot o n in accordance with AWWA C6S 1, 1992 edition. The iapping sleeve and the exterior of the main to be tapped shall be dislnfeoled by spraying or swabbing per ovation II of AWWA COW -92. 3. Flushing of 10 inches In diameter and larger water mains may be done through the tlo-In valve under vary controlled conditions. The following procedures shall be followed: A. The do -In volved shall be operated and preuury tested In the presence of the utility company and engineer to verify water tightness prior to tie -In. Valves which are not water tight shall be replaced with a new valve installed Immediately adjacent to the leaking valvo. B, The temporary Jumper connection chat[ be constructed as detailed. The Jumper eonn4allon shall be used to fill the new water main and for providln water for baa- tortolagioal sampling of the new main as required by the FDEP pormtly. e Flushing aha[[ not be aftsmpied during peak demand hours of the existing water mains. • All downstream valves In the system must be open prior to ,opening the tie -In valve. • Provide for and monitor the pressure In the tlo-In point. The pressure in the existing main must not drop below 35 psi. " The ile-in valve shall be opened a few turns only, ensuring a preosure drop across the valve to grocter than 10 psi. C. The tie -In valve sholl be looked closed by the utility company until flushing begins. D. The He -In valve shall be opened only for flushing of the now main. The procedure shall be directed by the utility company and observed by the engineer. E. After flushing, the tle-In valve *hall be closed and looked in the closed position by the utility company. 4. The contractor shall provide documentation demonatrottnp that the double check backflow prevention device has been tested and Is In good working order at the time of Installation. 5. Except as required to flush lines of greater than 8 inches In diameter, ,the do -In valve *hall remain closed and shall be looked In the closed position by the utility company. The tis -in valve shallremain looked closed until the new system has boon cleared for use by FDEP and all other pertinent agencies. 6. Upon receipt of clearance for, use from FDEP and all other pertinent agencies, the contractor shall remove the temporary Jumper connection. The corporation stops are to be closed and plugged with 2 Inch brats plugs. 7. All installation and maintenance of the temporary Jampor aonnection and assoclated baedLflsM prevenfkNT listrla0. fH° •. Va?re. of. ef"Al bs the noop"O"ly at oft eontr000r. TE'M O. .Y.. JUMPS CONNECTION CITY OF SANFORD 1999 FIG. 504B COVER (SEE FIGURE 115) SINGLE REDUCED PRESSURE ZONE , DETECTOR ASSEMBLY AS \ / LL^-^ •• BACKFILL :2 11 2-1 SPLICE BACK INTO MAIN 0 > / LOCATE WIRE M • BUTTERFLY FLANGED �l VALVE Z� o ° ° o wA WATER R k,". 4" CONCRETE SLAB a 12" TO 30" I CURB 4" TO 6" a te„ WITH NO. 6 x 6 -VALVE PAD IN UNPAVED AREAS (SEE FIGURE 107) -FINISHED GRADE 14 GAUGE COLOR CODED INSULATED LOCATE WIRE --ADJUSTABLE CAST IRON VALVE BOX i 0 0 O O , o�0000, n Oo O O ted' C \ h 'R UNDISTURBED BEDDING ROCK EARTH NOTES: 1. PVC EXTENSIONS MAY BE USED ON VALVE BOX INSTALLATION. 2. ALL WATER SHUT-OFF VALVES THIRTY (30) INCHES AND LARGER SHALL BE BUTTERFLY VALVES. SEE SECTION 52.3 OF THE UTILITIES MANUAL. 3. CONTRACTOR SHALL PROVIDE THE CITY WITH VALVE KEYS IN ACCORDANCE WITH SECTION 52.4 OF THE UTILITIES MANUAL. PUTT L YAL A W- DETAIL CITY OF SANFORD 1999 FIG. 401 DOUBLE :NECK OR SINGLE REDUCED PRESSURE ZONE , DETECTOR ASSEMBLY AS (SEE FIGURE 107) APPROVED BY THE CITY O.S. AT Y. RESILIENT 2-1 SEAT GATE VALVE, � xN (2 REQUIRED) TEST COCK (TYP.) BOX AND LID TO BE FLUSH WITH • RODS ON D.I.P. RISER (TYP) FLANGED M J HYDRANT SHUT OFF VALVE ANCHORING TEE 90' BEND (2 REQ.) wA WATER R k,". 4" CONCRETE SLAB METER k 3TIL NER 12" TO 30" I CURB 4" TO 6" (SEE NOTLS oto) te„ WITH NO. 6 x 6 (SEE Nott 3) MN. 2.0• MIN, 00 1r SPOOL PIES W10 X W10 /WIRE - _ - UMARYa DOUBLE CHECK OR REDUCED 1e" MESH SLOPE [-24" PRESSURE ZONE DETECTOR ABSEMOLY AS REWWO BY ^ METER SLOPE 1/2" PREFDRl7ED .ION( •: s ". yT\jr,/T,/� 1/2" PREFORMED JOINT / BETWEEN �/\/� Flp���/\\� 36" MIN. COYER \ \ \�/�Z \ \ \ PRT S�T%�tiD�//\// PIPE PIPE AND CONCRETE +--- CORP. STOP ��TASIFr SLAB (TVP) FROM I. MAIN �- 90' BEND (2 REQ.) TO aERvlce TtIRUST COLLAR RODDED TO THRUST COLLAR RODDED TO 90' BEND OR AS REQUIRED 90` BEND OR RESTRAINED BY THE CITY BACK TO VALVE AS 4" CONCRETE SLAB WITH REQUIRED BY THE CITY 7 3 INCH AND ABOVE ASSEMBLY NO. 6 x a, WIG x WIG:. WIRE MESH SLOPE DOUBLE CHECK VALVE DETECTOR METER ASSEMBLY (MINIMUM) SLOPE BALL VALVE REDID PRESSURE20NE 1'0" MIN '• ;/` ..l , (2 REQUIRED) 0 FIG. 502 `i. - I !fi_- �. • .LINE (TYP) - 5'0" MIN CONCRETE SLAB INDIVIDUAL METER BOXES A TO 3MICE THRUST COLLAR IN RODDED t0 ABOVE GROUND DEVICE WITH 2'0" MIN DETECTOR BYPASS AOPWABLE SUPPORT STANDS Q�UE3LE GHE . OR REDUCES PR -U ZQ . E DETECTOR ASSEMBLY CITY OF SANFORD 1999 FIG. 500B g� �$z TYPICAL RESIDENTIAL RECLAIMED WATER IRRIGATION SYSTEM LAYOUT CITY OF SANFORD 1999FIG. 505 HYDRANT --� OPERATING NUT HOSE NOZZLE - 24" SQUARE AND - 6" THICK REIN- FORCED CONCRETE SHEAR PAD. (SEE NOTE 2) 2.- #4 AT 9"- O.C. ALL, AROUND COMPACTED J BACKFILL SEE NOTE 3 LIMPER N07ZLE LCING STREET 6" BEDDING ROCK 6" PIPE --j J .MECHANICAL N AL JOINT WITH RESTRAINERS RESILIENT SEAT GATE VALVE AND BOX NOTES: (TVP.) (SEE FIGURE 400) 1. FIREHYDRANT SHALL HE ' 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 B-84, KENNEDY K81A OR CLOW MEDALLION F-2545. 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 ? I CITY OF SANFORD 1999 FIG. 402 TRAFFIC COVER WHERE REQ'D. FINISHED GRADE 2" GATE VALVE 2" 90' BEND _ DOUBLE METER BOX (18" x 24" MIN.) SINGLE VALVE PAD , SCHEDULE 80 PVC PIPE (SEE FIGURE 107) REDUCED ,PRESSURE 'DEVICE BYPAsa 2-1 PROPERTY � xN - e BOX AND LID TO BE FLUSH WITH • FINISHED GRADE. IiOM I M J HYDRANT SHUT OFF VALVE ANCHORING TEE 12" MIN. wA WATER R k,". 6" BEDDING ROCK 6" PIPE --j J .MECHANICAL N AL JOINT WITH RESTRAINERS RESILIENT SEAT GATE VALVE AND BOX NOTES: (TVP.) (SEE FIGURE 400) 1. FIREHYDRANT SHALL HE ' 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 B-84, KENNEDY K81A OR CLOW MEDALLION F-2545. 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 ? I CITY OF SANFORD 1999 FIG. 402 TRAFFIC COVER WHERE REQ'D. FINISHED GRADE 2" GATE VALVE 2" 90' BEND _ DOUBLE METER BOX (18" x 24" MIN.) RESTRAINED JOINT DUCTILE IRON 6" 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' DE�(jr' CITY OF SANFORD 1999 FIG.' 403 111" OF WAY LINE ��^ VARIES SINGLE LIMITS Of U1110 EASEMENT , SCHEDULE 80 PVC PIPE CONCRETE SLAB REDUCED ,PRESSURE 'DEVICE BYPAsa 2-1 PROPERTY FLANOED WE - 2 90° BEND RESTRAINED JOINT DUCTILE IRON 6" 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' DE�(jr' CITY OF SANFORD 1999 FIG.' 403 111" OF WAY LINE ��^ VARIES SINGLE LIMITS Of U1110 EASEMENT , SCHEDULE 80 PVC PIPE CONCRETE SLAB REDUCED ,PRESSURE 'DEVICE BYPAsa PROPERTY FLANOED WE - IS UTILI WATMETER BOX AND LID TO BE FLUSH WITH UNION 'UNION F FINISHED GRADE. IiOM I x 3/4*) SHUT OFF VALVE LINE T) VMeANCta wA WATER R CURB STOP N YALYE T b METER k 3TIL NER 12" TO 30" I CURB 4" TO 6" (SEE NOTLS oto) te„ ABOVE GRADE (SEE Nott 3) MN. 2.0• MIN, 00 1r SPOOL PIES FINISHED_ - _ - UMARYa DOUBLE CHECK OR REDUCED 1e" FLAHOED 'r TOBYPASS MINIMUM) PRESSURE ZONE DETECTOR ABSEMOLY AS REWWO BY METER THE CITY 1/2" PREFDRl7ED .ION( .. .� -. PIPE CONCRETE AND Co11CRETE STAB SEPARATE :TAP TO MAIN IN MOST CASES +--- CORP. STOP 0.3. t Y. RE3"HT SEAT VALYE3 DOUBLE STRAP SADDLE TO THE HOUSE METER AND OFF OF THE SAME SERVICE CONNECTION. WATER MAIN (a REQUIRED) 1. A POSITIVE DIELECTRIC CONNECTION SHALL BE MADE BETWEEN ALL GALVANIZED AND M/H TUCRNOUNE BD' FLANOW 0010 4" CONCRETE SLAB WITH OR OTHER PAVED AREAS. 7 RODS ON D.I.P. RISER NO. 6 x a, WIG x WIG:. WIRE MESH SLOPE J FlMSHED GRADE SLOPE N VALVE REDID PRESSURE20NE , SSEMB v '• ;/` ..l , . !. ti FIG. 502 `i. - I !fi_- �. • .LINE (TYP) - SINGLE MBOX AND ETER INDIVIDUAL METER BOXES A TO 3MICE THRUST COLLAR IN RODDED t0 4" WATER WATER METER UP To 2" W WHO OR RESTRAINED Tor O VALVE AS REQUIRED AOPWABLE SUPPORT STANDS 'w.SAR CITY 7u TFIRUST RooROOMTHE MAIN (MIN.) Nam, eo• BIND U•R TOTALLY 6" FIRE RESIRI IIEG AS REW W O . I. ALL PIPE AND FITTINGS, MATERIALS, LABOR, AND APPURTENANCES BY THE itTY FITTIN03 AS REQUIRED(TVP.) SHALL BE SUPPLIED BY THE CONTRACTOR. HYDRANT ASSEMBLY 2. ALL PIPE AND FITTINGS THREE3) AND LARGER SHALL KRESIRAMEO IR(g)PINCH JOINT DUCTILE IRON PIPE. ABOVE GRADE JOINTS SHALL BE FACTORY -FLANGED. SEE NO lE1 3. THREE(3) INCH METERS AND ABOVE SHALL BE ABOVE GROUND INSULATED COPPER INSTALLATIONS WITH BYPASS. RIGHT OF WAY LINE 4.. VALVES SHALL BE CHAINED CLOSED. a. THE ABOVE GROUND BYPASS LINE SHALL BE SIZED FOR FIRE FLAW SEPARATE TER CURB REQUIREMENTS. WATER MAIN 6. ALL, FIRE LINES SHALL BE A MINIMUM OF EIGHT (8) INCHES SIDEWALK (TVP.) OR AS APPROVED BY THE FIRE DEPT. RIGHT OF WAY LINE NOTES: 7. THE ENTIRE ASSEMBLY SHALL OE PAINTED SAFETY RED FOR FIRE 1. ANCHORING TYPE 90' BEND SHALL ONLY BE USED WHERE' RIGHT- OF-WAY CONSTRUCTION WILL NOT ALLOW INSTALLATION OF A PROTECTION USES AND BLACK FOR ALL OTHER USES. 2. LAYOUT OF: RECLAIMED WATER 'MAINS AND SERVICES SHALL. CONFORM 8. A GATE VALVE SHALL BE INSTALLED AT THE ASSEMBLY'S TYPICAL SERVICE LQCATION " DETAIL CONNECTION PONT TO THE MAIN. 1999 9. DUAL DOMESTIC -FIRE FLAW MASTER METERS $HALL BE THE COMPOUND TYPE . 10. DOMESTIC WATER MASTER METERS SHALL BE ETHER COMPOUND OR tNUNE TURBINE TYPE AS DETERMINED FROM THE PROPOSED USAGE IN ACCORDANCE WITH APPENDIX "D" GF THE UTILTHES CITY OF SANFORD 1999 FIG. 501 1 l a8 W d w e x a FIT p5 n_ I I TYPIC t_ COMMERGIALMCJ,¢'' -IRRIGAMN SYSTEM -LAYOUT CITY OF SANFORD T-7 1999 FIG. 506 DOUBLE SINGLE LOTS (TYP.) SERVICE (IVP.) SERVICE (TYP.) SCHEDULE 80 PVC PIPE R REDUCED ,PRESSURE 'DEVICE AND FITTINGS PROPERTY (1' x'3/4" - IS UTILI WATMETER BOX AND LID TO BE FLUSH WITH UNION 'UNION F FINISHED GRADE. IiOM I x 3/4*) SHUT OFF VALVE LINE T) VMeANCta wA WATER R CURB STOP - a' c it to, Is* 12" TO 30" I CURB 4" TO 6" a C/0 te„ ABOVE GRADE (SEE Nott 3) WA ER MAIN 00 FINISHED_ - _ NOII 4 UMARYa to, 1e" (6" MINIMUM) METER CURB STOP r .. .� r SERVICE LINE APPLIES ONLY IF IRRIGATION METER HAS _ SEPARATE :TAP TO MAIN IN MOST CASES +--- CORP. STOP THE IRRIGATION METER,WILL; BE PARALLEL DOUBLE STRAP SADDLE TO THE HOUSE METER AND OFF OF THE SAME SERVICE CONNECTION. WATER MAIN NOTES; 1. A POSITIVE DIELECTRIC CONNECTION SHALL BE MADE BETWEEN ALL GALVANIZED AND M/H TUCRNOUNE 2. METER.SHALL BE INSTALLED'BETWEEN SIDEWALK AND CURB WHERE APPLICABLE, OR AT PROPERTY UNE AND IN NO CASE SHALL IT BE INSTALLED IN SIDEWALK OR OTHER PAVED AREAS. 7 3. USE PRIMER SUITED TO BASE MATERIALS.' FINISH WITH TWO COATS OF PURPLE J SEWER MAIN 4. DEVICE SHALL BE 12 INCHES (MINIMUM) IRRIO/►TION METER AESSU ABOVE HIGHEST OUTLET. E VACUUM. BREAKER OR REDID PRESSURE20NE , SSEMB v CLEANOUT 1999 FIG. 502 • .LINE (TYP) - SINGLE MBOX AND ETER INDIVIDUAL METER BOXES A 4" WATER WATER METER UP To 2" REDUCER WATER METERS U► To 2' MAIN (MIN.) (BY CITY OF SANFORD) .. BOBBIE 6" FIRE FITTIN03 AS REQUIRED(TVP.) HYDRANT ASSEMBLY ,CODED 14 GAUGE SEE NO lE1 - INSULATED COPPER RIGHT OF WAY LINE SEPARATE TER CURB BOXES WATER MAIN 2' (TYP.) SIDEWALK (TVP.) 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 LQCATION " DETAIL CITY OF SANFORD 1999 FIG. 404 SCHEDULE 40 GALVANIZED PIPE AND FITTINGS OR PRESSURE VACUUM BREAKER OR SCHEDULE 80 PVC PIPE R REDUCED ,PRESSURE 'DEVICE AND FITTINGS REQUIREDHERE RECLAIMED (NOER (1' x'3/4" - IS UTILI WATMETER BOX AND LID TO BE FLUSH WITH UNION 'UNION F FINISHED GRADE. IiOM I x 3/4*) SHUT OFF VALVE HORa. vm. VMeANCta wA WATER R CURB STOP - a' c it to, Is* 12" TO 30" I CURB 4" TO 6" a C/0 te„ ABOVE GRADE (SEE Nott 3) IAL IIEX No WATER 00 FINISHED_ - _ NOII 4 UMARYa to, 1e" GRADE +4 METER CURB STOP r .. .� r SERVICE LINE APPLIES ONLY IF IRRIGATION METER HAS _ SEPARATE :TAP TO MAIN IN MOST CASES +--- CORP. STOP THE IRRIGATION METER,WILL; BE PARALLEL DOUBLE STRAP SADDLE TO THE HOUSE METER AND OFF OF THE SAME SERVICE CONNECTION. WATER MAIN NOTES; 1. A POSITIVE DIELECTRIC CONNECTION SHALL BE MADE BETWEEN ALL GALVANIZED AND BRASS COMPONENTS. TUCRNOUNE 2. METER.SHALL BE INSTALLED'BETWEEN SIDEWALK AND CURB WHERE APPLICABLE, OR AT PROPERTY UNE AND IN NO CASE SHALL IT BE INSTALLED IN SIDEWALK OR OTHER PAVED AREAS. 7 3. USE PRIMER SUITED TO BASE MATERIALS.' FINISH WITH TWO COATS OF PURPLE EXTERIOR ENAMEL 4. DEVICE SHALL BE 12 INCHES (MINIMUM) IRRIO/►TION METER AESSU ABOVE HIGHEST OUTLET. E VACUUM. BREAKER OR REDID PRESSURE20NE , SSEMB v CITY OF SANFORD 1999 FIG. 502 DISINFECTION Before being placed In eervlco, all new 'water mains shall be'chlorinated lIn accordance the;`epeclilcallone below and the procedures outline; In AWWA C 651 Standard Procedure for Dialnfooting Water.,M(Ilns All provisions of the Florida Department of Environmental Protection permit shall be compiled with. WATER SYSTEM TESTING: HyydrostatlG leafing shall be performed 'at 150 pounds per iquare inch .,Unless ' otherwise approved by the City, for a period of not lose than two jt2) houre. Testing shall be In aacordanoe with the apppllaabls provisions as set f rth in Section 1 , AWWA Standard C600 for duGtlble Iron pipe and AWWA Manual Number M-2 for PVC pipe. The testing procedure shall Include the conilnued application of the apoolfled pressure to the test system, for the two Lour erlod, by w y of a ly pump taking sup from a container sutiable for measuring water loss. Tie amount oil lose shall be determine y measuring the volume displaced from said container. Should the teat fall, necessary repairs shall be accompllshud by the contractor and the test repeated until within the established limits. The contractor shall fumish the necessary labor, wafer pumps, gouges and all other items required to conduct the required water distribution system and perform necessary repairs. CSw ("T MN) . PAIN7�f D: CCORPORATON FITTINQ I ParASL[ . I IaaAalEo - =V C STOP (I. MIN.) (1' x'3/4" - a r.. WITH IAT RUM- BERS IiOM I x 3/4*) Fpsr1. wT. Haaz, v[Rr. HORa. vm. VMeANCta wA WATER R CURB STOP - a' c it to, Is* 10• Ir CURB STOP y 'J a C/0 te„ e a 0 ' (SEE Nott 3) IAL IIEX No WATER 00 - - Ir - _ NOII 4 UMARYa to, 1e" _ o c le .� a MAX PROPTICTY . TUCRNOUNE TUBING 7 (1" MIN.) (1 MIN•) PROPERLY . • .LINE . - SINGLE MBOX AND ETER INDIVIDUAL METER BOXES A WATER METER UP To 2" WATER METERS U► To 2' (BY CITY of aANroND) SM(I)LE' SERVICE (BY CITY OF SANFORD) .. BOBBIE -. SERVIGL CONTINUOUS COLOR ,CODED 14 GAUGE CORPORATION STOP INSULATED COPPER SCHEDULE 40 GALVANIZED PIPE AND FITTINGS OR DOUBLE CHECK OR SCHEDULE 80 PVC PIPE R REDUCED PRESSURE DEVICE AND FITTINGS METkR BOX AND UD UNION UNION TO BE `FLUSH WITH FINISHED GRADE, SHUT OFF VALVE I 12" VETO 30" I ABO CURB 4" TO 6" GRADE FINISHED - GRADE GRAD METER CURB STOP -»-- SkNVICE LINE -•--- CORP. STOP DOUBLE STRAP SADDLE 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 CURBWHERE APPLICABLE, OR AT PROPERTY LINE AND IN NO CASE SHALL IT BE INSTALLED IN SIDEWALK OR OTHER PAVED AREAS. 3. USE PRIMER SUITED TO BASE MATERIALS. FINISH WITH TWO COATS OF BLACK EXTERIOR ENAMEL DOMESTIC METER AND DOURLE�CHE K ,,VALVE OR REDUCED PRESSURE Z9NE-9SEMBLY CITY OF SANFORD 1999 FIG. 503 PROPOSED HORIZONTAL k VERTICAL SEPARATION REQUIREMENTS UTILITY I ParASL[ WAipR I IaaAalEo - =V -,; _asvrrR a r.. - .E.. IiOM I YERr. Fpsr1. wT. Haaz, v[Rr. HORa. vm. VMeANCta wA WATER R - - a' c it to, Is* 10• Ir a C/0 te„ e a 0 ' IAL IIEX No WATER 00 - - Ir - _ NOII 4 UMARYa to, 1e" _ o c le k FfMHO LOCATING WIRE DOUBLE CHECK (NORMALLY OPEN) VALVE LOCATING WIRE ALONG MAIN SPLICE sERVICE WIRE 10 MAIN WIRE WITH WATERPROOF CONNECTOR) E TOR • YOKE BAR METER 14 AWWA TYPE CURB STOP CC THREADS WATERMAIN TYPE "K" FLEXIBLE' 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 18" STAKE WITH THE TOP PAINTED BLUE AND MARKED WITH THE NUMBER OF THE LOT(S) 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 BACKFLOIY.,,. MVENTER ASSEMBLY SCH."40 UALVANIZED PIPE AND FTRINOS PRESSURE GAUGE PROVIDE TEMPORARY SUPPORTS AS REQUIRED. 12" TO 30" 3/4* HOSEBIUB ABOVE BR GRADE W/VACUUM ; BREAKER. 2' SCHD. 80 PVC. -`- �+ -'2" SCHD. EO PVC PRESSURE GAUGE DOUBLE WRAP SADDLE -�- 2" CORP. STOP f- 2" OORP. STOP EXISTING UNE WATER LINE NEW WATER • • 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 JUMP R ~rInN . CITY OF SANFORD 1999, FIG. 504A w.G _ WYOYIYIIYWIYIYYYIlY REV. # DATE BY: APPROVED BY: CONTINUOUS 'TU1)N- OWN" EDGE (1) #5P-, HAIRPIN GONTINUOUS "TURN -DOWN" EDGE (1) #s12 HAI»pIN 1 07/23/01 <JS A5 PEP, DETAIL "1a' X 1 TG" A5 PER FOUNDATION PLAN A5 PEP, DETAIL "1O X 1�0' FTG" AB PER FOUNDATIO 08/08/01 K� cr1 3000 PSI CONCRETE 3 03/25/02 K.�S ' A 0 BEYOND GONG. PIER. 3000 PSI CONCRETE BEYOND GONG. PIER. 3000 p51 GON 1�ETE :. } •• ; p sy; r.e' ::� '' • ° • ..a:_... ' ANCHOR BOLTS OR • . - . :: • • ••. �.• ° • ANCHOR BOLTS OF a •• +:;.EPDXIED BOLTS PES .. • • . • ' . . • EPDXIED BOLTS PEP, ' �;• ENGINEERS APPROVAL4.t4•� a'4, . � _ : ,- . �a' .. ENGINEERS APPROVAL � � • ..;:,• • ,' ••;. (2) #512 DOWELS 24 �• ..4 : • , cv •'' ' A •. V ' • • • ®••' . •. ,• 4..d : • A .. (4) #512 DOWELS CP _0" O.C. 1� • ' (5) #51� DOWELS �' O.C. , ®: a . 4. v cv .. • • • 27 N LENGTH, O.G.E.W. -36 IN LENGTH . (2) #5F, DOWELS h • . ' (2) #5R DOWELS • CONT. CEP PERIf IETER (3) #5'd2 @ O.G. GONT. @ PEI;,;'METEP, SEGTION 111 X 1G11 FTG FOOTINGS 1�" 32„0IN LENGTH FOOTINGS 1�0 20 714 SectI o n B11 30" X 30' GONG. PIES �e C�'"I o f 1 1111 I 48" X 48" GONG. PIER � section 11��� Scale: T' = 1'-0" Scale: T' = 1'-0" Bcale: 1" = 1'-0" 3ECTION 41x41 SIDEWALL PIES BEG TION .� x3 �IDEWAL.L �IE� i; O StopCL lit -Face Block p 114 I � f See Elevation 24' 30' 30' 30' 3-4" G' 8" 40-4,20-8" 20'-8" 12' 11111111 Jill 1111,911111111111111 MR 1111 ------ MINVORPH99RAN 11111W111111 Neill I 1111111lu"[14 1111111111111 I Split -Face Block F 1 F F 1 F LE 1,_4.. 0 N r _ -7 _ L3 L B B B Q Ao nock u rea Io . i I `i I 1(TyIcalfil e� celld I I I I LL T+pica(Al � Begin Struck G.i I.U. I w LControl J Indse - . IcF(7yp a1 I -J G 3000psi concre e on 6 vis • � E Cl over 95% comdirit,acted cle_an dill p`-�! In n D 0 "�./ i®I a I r I r1 I ca IhasI+ -U - r G � �- -- e e U U ��n etrer ated op r vertuIn. awcu � � > I i all contro J*o*lnts 13 At n 24 after -� _ 10 a.Leg CO - placemen Ice e a m n oconcret toaz de h of 0 j I-- I I1 3 the hickness of thconcret�. 4 Thick Gonc, eteP: flab � Split -Face Block L I I I I G DRAWN BY i FLW I GHEGKFD � �l TND � I B DATE 22 June 01 JOB NO x MM00) G o i i F - L L1111011 1111111 Nil 1111 1fft1UUUffTrn= 11 J L J SrALr /10" 1'-0" Begin 5 ruck c.i I.U. 102' Stop Split --Face Block SHEET OF See Elevation 24' 30' 30' Y r Y' .30' 114' X FOUNDATION PLAN j k (AII Exterior L_ (All Exterior L.ts O 4-00 w (All Exterior L.ts Overhang 114 *-�t I Overheod Elec. Meter 400 W J M. H. Fl. Lt. .J 1" Sch 80 PVC) Electricol Chose to Porking Lot Lts. I 0 I hell ermit/Occuponcy ny Porch Light REV. # DATE BY. 1 07/23/01 KJ S 2 08/08/01 KJ s 3 03/25/02 KJ S T-4" Drip Edge over Door Light/Fan Comb. 30 CF" I Exhaust Out 400 W./ 1`'1.H. Fl. Lt. N 0TE5: 1. 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"'T�7 'Ti. JS.w■Nil:..i7, �r �Y. ?C�,l1J!■ - �Tt"'��t•I,—_ Elevation 2'x4' Drop or Drywall Gelling Painted Drywall Elevation (4) 250 MCM, All, (1) #6, Gr., Cu., 2 1/2" Met®I C®ndu (2) 5/8" dia. x 20' long Copper- Glad opperGlad Steel Ground Rods Grounded to Building 200 AMP — 120/208V 0 50, 4W. 52 Glrcults Tenant #1 Lt. Ar-rrestor Typical P,EV. # DATE BY. 1 07/25/01 KJ S 2 08/08/01 KJ S 5 05/25/02 KJ S y�8 Mansard Designed by f-'letal Bldg. I"lanuf. (1)#5 Dowel @Header Course Header Course to be Smooth Regular G.I-I.L. (1)x.5 Dowel Ca) Ea.Verticol Down Gell Note: Location of Split --Face Block pPAWN 6Y Fl_W CHEGKED TND PATE 22 June 01 J06 NO. X =moo] SCALE NOTED SHEE OF - X DETAIL. /SEGTION3 n` `rt..`��� nnn �''r'�,,-•v L L Lo % L 0 ZuV pPAWN 6Y Fl_W CHEGKED TND PATE 22 June 01 J06 NO. X =moo] SCALE NOTED SHEE OF - X DETAIL. /SEGTION3 i' 1. z C t- . '� � 1< �. i i _ _ - - - i _ u __ _ i 4 y u 9 A d i I Split-Foce dock Split --Face Block CONTINUOUS "TURN -DOWN" EDGE (1) #50 HAIRPIN AS PER DETAIL 1O X 10 FTG" AS PER FOUNDATION PLAN BEYOND GONG. PIER. .3000 PSI CONCRETE ANCHOR BOLTS OR _ 4 °' 4 EPDXIED BOLTS PER 4 Q a d ENGINEERS APPROVAL4 4 24" Qa a: 0 4 • 4 ° 4 :.4 ° (5) #50 DOWELS @ 3" 0. G. 30 IN LENG4". TH (2) #50 DOWELS • 4 • • DONT. CED PERIMETER (3) #50 @ _9" O.G. FOOTINGS 36IN LENGTH 32 1 ro" " 48" X 48" GONG. PIER SG ct i o n "S" SECTION 4'x4' SIDEWALL PIER /a\ \�/ nc CONTINUOUS "TURN -DOWN" EDGE AS PER DETAIL 10X 10 FTG" BEYOND GONG. PIED. REV. # DATE BY: (1) #50 HAIRPIN o7/ 3/o1 rJs AS PER FOU N DATIO X8/08/01 lis 3 03/25/02 rJ S .3000 PSI GON RETE .4 ANCHOR BOLTS OR: EPDXIED BOLTS PER 4 .a ENGINEERS APPROVAL 4 4. ° (2) #50 DOWELS CONT. @ PERIMETER FOOTINGS Q ° 4... (4) #5 DOWELS @ .�) O.G. a 27" IN LENGTH; O.G.E.W. 1 G" 20" _ 36" X 30" GONG. PIER 3ection 1101 01 Scale: 1'' = 10° SECTION 3'x3' SIDEWALL PIER stop Split -Face Block--\ T T „zv T 0 See Elevation 24' 30' 30' 30' cw 16' 17-5" yl 2' 3000 PSI CONCRETE 0 (V � r ��, - � ;A� jjai p:.L(2) #50 DOWELS 10" L 4- ani 16 X 1 �" F�i' VSECTION ui FL 3eGtion Scale: 1" = 1'-0" ry 6 • I Split-Foce dock Split --Face Block CONTINUOUS "TURN -DOWN" EDGE (1) #50 HAIRPIN AS PER DETAIL 1O X 10 FTG" AS PER FOUNDATION PLAN BEYOND GONG. PIER. .3000 PSI CONCRETE ANCHOR BOLTS OR _ 4 °' 4 EPDXIED BOLTS PER 4 Q a d ENGINEERS APPROVAL4 4 24" Qa a: 0 4 • 4 ° 4 :.4 ° (5) #50 DOWELS @ 3" 0. G. 30 IN LENG4". TH (2) #50 DOWELS • 4 • • DONT. CED PERIMETER (3) #50 @ _9" O.G. FOOTINGS 36IN LENGTH 32 1 ro" " 48" X 48" GONG. PIER SG ct i o n "S" SECTION 4'x4' SIDEWALL PIER /a\ \�/ nc CONTINUOUS "TURN -DOWN" EDGE AS PER DETAIL 10X 10 FTG" BEYOND GONG. PIED. REV. # DATE BY: (1) #50 HAIRPIN o7/ 3/o1 rJs AS PER FOU N DATIO X8/08/01 lis 3 03/25/02 rJ S .3000 PSI GON RETE .4 ANCHOR BOLTS OR: EPDXIED BOLTS PER 4 .a ENGINEERS APPROVAL 4 4. ° (2) #50 DOWELS CONT. @ PERIMETER FOOTINGS Q ° 4... (4) #5 DOWELS @ .�) O.G. a 27" IN LENGTH; O.G.E.W. 1 G" 20" _ 36" X 30" GONG. PIER 3ection 1101 01 Scale: 1'' = 10° SECTION 3'x3' SIDEWALL PIER stop Split -Face Block--\ T T „zv T See Elevation 24' 30' 30' 30' 16' 17-5" yl 2' (V � r L \A\ L ri�1 � A Knock Out Areo for ry Slope 3/4" � (1) #5filled cell (Typical) � tll (Typical) r 4-Q, � ��gin Struck G.M.U. -{c. I ry L r Control Joint a� PicoI� I � L 3000 psi concrete on G mill visqueen over °.J5% � ry � compacted clean fill dirt, that has been Hairpin (typical) pretreated for vermin. Sowcut all control joints i Ln o #5 (z within 24- hours after placement of concrete, to a o m � 10 Ea. Leg depth of 1/3 the thickness of the concrete, i � r� � 4" Thick concrete Slab L► Ln J L �� -Begin S-�ruck G.M.U. 3.4.. 6 2�-8" 102' stop Split -Face Block --- See Elevation 24' 30' 30' 30' 114' r n / V nwei SIMMUMAMM DRAWN BY Fl_W JOB NO x (V � r L ri�1 tll 4-Q, SIMMUMAMM DRAWN BY Fl_W JOB NO x 114' 4' 24' 30' 30' 30' -- Drip Edge over Doo 4-00 W./ M.H. I . Lt. r L I. (All Exterior Lts. to p otbcell ) = I / I� I I 1 I I ► Fixed Glass Fixed Gloss -� Showroom (All Exterior Lts to phot cell} Fixed Glass I I (V P1 O Emer./Exit Lt. w/ Battery pack \ o LGJ\ 12' 2' 1 pI 112' x 14' O.H.D. 110 V. outlet `-' Emer./Exit L�: W/ Battery pack I I 8' Double Tube Fluor. Lt. \ Chain Hung 12' A.F.F. (typical) s I T i Wore'house I I F'-81/2, \ 3068 P.0 \ I I x10 Rl e Vent w/ Chain O er. Vent (typical) El REV. # DATE BY: 1 07/23/01 KJS 2 08/08/01 KJS 3 03/25/02 KJ S O U; Light/Fan Comb. -90 CFM Exhaust Out 4 R.M.D. -t-�_ 400 W./ M.H. FI. Lt. Floor Drain \ 4" PVC Chase, to existing sewer i Contractor to verify invert elev. I H.B. (1 I \ I (Future Sanitary) I L_ - ' Rough -in plumbing,: Only Fixed Glass A.D.A. Compliance � I 400 W/ M. 1 (All Exterior Lts to phot ce4ll I I I v Fixed Glass LQ 4Mansard/Overhang I i I > 0 o O Fixed Glass .� %� ° ° -S- M M Cd 110 V. � * o/outlet ( 110 V. outlet I I I � --^ ( Overhead Elec. Meter NOTES: P.P. Overhang 3-4 2'_8„ 400 W./ M.H. FI. Lt. 1. Entire Building is Designed in — — — _ — 1 Sch 80 PVC, Electrical Chase to parking Lot Lts. Accordance with 2001 Fla. Bldg. Code 120 mph, 3 second gust, wind speeds in miles per hour (mph) at .33 feet above ground for Exposure G Category DRAWN BY FLW CHECKED TND GAVE 22 June 01 JOB NO. and 100 fastest mile per hour wind ��'� -'�� speeds, with 20 RS F. - Live Load. f 0 SHEET OF j°"" j�j 2. Construction Type IU, Storage Classification, 1''lox. Allowable Area. 0,000 s.f. , p 00 Nonce Tinkled and Unprotected wilding, per City of Sanfard: FLOOR X 70' �i �I+irih 12nn� 400W./M . H . Fl. Lt. REV. # DATE BY: 1 07/23/01 KJS X01 KJ -5 02 KJS 1 Pointed /sealed L-ignT i inTeo ST EL�/ATION a55�ryP�cQl, SOUTHEASTNOf;:ZTHWE ELEV/,eNTION- Dark E 400W./M.H. FI. Lt. Arch. Metal Panels 1'7 Bronze Aluminum L-1) u I Light Tinted Glass (typical) Mi it+irih 12nn� 400W./" -H. FI- Lt - Arch. Metal panels 1'7 Dark Bronze Aluminum Painted / Sealed Light +!Ated Glass (typical) N(DFZ`-1-HEA T ELEVATION lj U1 O DRAWN BY FLW JOB NO. X n evisea) � R J mea � ELEV,a.TIONE5 LZ. � cci Cc �V NO Cl - 71 DRAWN BY FLW JOB NO. X n evisea) � R J mea � ELEV,a.TIONE5 Q„ Elevation 2'x4' Drop or Drywall Ceiling mmdpEdp1 �I I Painted Drywall 5-0 a 1� i T 11 Elevation om (4) 250 MGM, AI, (1) #0, Or., Cu., 21/2" Metal Conduit (2) 5/8" dia. x 20' long Copper Glad Steel Ground Rods Grounded to Building Tenant #1 Lt. Arrestor Typical REV. # DATE BY: 1 07/23/01 KJ S 2 08/08/01 KJ S 3 03/25/02 KJ S 13iman"ulding ection Mansard Designed by Metal Bldg. Monuf. (1)#5 Dowel CED Header Course Header Course to be rnooth Regular C.M.U. (1)#5 Dowel @ Eo.Verticol Down Cell Note: Location of Split -Face dock wised) PRAWN BY FFL.W JOB NO. X MOWN > FL 111---FFF--- `' 1 IL (3) PRAWN BY FFL.W JOB NO. X MOWN