45 Simmons CIV21-0003 Plan Set Revision 1-21-22 fire reviewVICINITY MAPATATLANTIC BEACH45 SIMMONS ROADGENERALProperty Appraiser Number (RE #)__________________Zoning Designation__________________Zoning Application(s) (if any)__________________PFIRM – Community – Panel__________________Flood Zones (Show in Plans)__________________Base Flood Elev. (Show in Plans)__________________Vertical Datum Used for Project__________________JEA Availability Number__________________Plan approval is valid for five years after the initial approvaldate. Revisions made after the initial approval date do notextend this five-year time frame.45 SIMMONS ROADPLOT DATE: 11/12/2021SHEET NO.TITLEINDEX OF DRAWINGSC-2 C-3 C-4 SURVEYC-1 GENERAL NOTESC-5 GENERAL NOTESC-6 DEMOLITION AND EROSION CONTROL PLANGEOMETRY PLAN C.A. NO. 29643ALPHASOUTHEAST2670 ROSSELLE STREET, SUITE 8JACKSONVILLE, FLORIDA 32204PHONE: (904) 551-4945SITE LOCATIONPAVING, GRADING AND DRAINAGE PLANSPAVING, GRADING AND DRAINAGE DETAILSReynold D. PetersonDigitally signed by Reynold D. Peterson Date: 2022.01.20 15:11:33 -05'00'By Toni Gindlesperger at 10:47 am, Jan 21, 2022By DIPIERRI at 11:46 am, Jan 28, 2022By Dan Arlington at 4:41 pm, Feb 15, 2022REVIEWED FOR CODE COMPLIANCE
GENERAL NOTESC-1SHEET NO.C.A. NO. 29643ALPHASOUTHEAST2670 ROSSELLE STREET, SUITE 8JACKSONVILLE, FLORIDA 32204PHONE: (904) 551-4945SHEET NO.C.A. NO. 29643ALPHASOUTHEAST45 SIMMONS ROADFORTIMMY THOMPSON2670 ROSSELLE STREET, SUITE 8JACKSONVILLE, FLORIDA 32204PHONE: (904) 551-4945By Toni Gindlesperger at 10:47 am, Jan 21, 2022
C-2C.A. NO. 29643ALPHASOUTHEAST2670 ROSSELLE STREET, SUITE 8JACKSONVILLE, FLORIDA 32204PHONE: (904) 551-4945SHEET NO.C.A. NO. 29643ALPHASOUTHEAST45 SIMMONS ROADFORTIMMY THOMPSON2670 ROSSELLE STREET, SUITE 8JACKSONVILLE, FLORIDA 32204PHONE: (904) 551-4945GENERAL NOTESBy Toni Gindlesperger at 10:47 am, Jan 21, 2022
DEMOLITION & EROSION CONTROL PLANC-3SHEET NO.C.A. NO. 29643ALPHASOUTHEAST45 SIMMONS ROADFORTIMMY THOMPSON2670 ROSSELLE STREET, SUITE 8JACKSONVILLE, FLORIDA 32204PHONE: (904) 551-4945By Toni Gindlesperger at 10:47 am, Jan 21, 2022
DRY POND2.5 FT DEEPPROPOSED BUILDING38 FT X 50 FT1900 SFFFE = 13.0PROPOSEDOFFICE8 FT X 11 12 FTPROPOSEDRESTOROOM7 12 FT X 7 12 FTGRAVEL PARKINGBOT 9.3TOB 11.8BULKHEAD2.02.01" = 10"5'5'5'PROPOSED5' SIDEWALK54.88'7' LANDSCAPEBUFFER20'41.99'R5'STOP5.00'5.00'12.00'9.00'9.00'9.00'8.12'C-4GEOMETRY PLANSHEET NO.C.A. NO. 29643ALPHASOUTHEAST45 SIMMONS ROADFORTIMMY THOMPSON2670 ROSSELLE STREET, SUITE 8JACKSONVILLE, FLORIDA 32204PHONE: (904) 551-4945By Toni Gindlesperger at 10:48 am, Jan 21, 2022
DRY POND2.5 FT DEEPPROPOSED BUILDING38 FT X 50 FT1900 SFFFE = 13.0PROPOSEDOFFICE8 FT X 11 12 FTPROPOSEDRESTOROOM7 12 FT X 7 12 FTGRAVEL PARKINGBOT 9.3TOB 11.8BULKHEAD2.02.0PROPOSED5' SIDEWALKDRY POND OVERFLOW RELEASE DETAIL FRONT VIEW N.T. SCALEPAVING, GRADING & DRAINAGE PLANC-5SHEET NO.C.A. NO. 29643ALPHASOUTHEAST45 SIMMONS ROADFORTIMMY THOMPSON2670 ROSSELLE STREET, SUITE 8JACKSONVILLE, FLORIDA 32204PHONE: (904) 551-4945By Toni Gindlesperger at 10:48 am, Jan 21, 2022
PAVING, GRADING AND DRAINAGE DETAILSC-6SHEET NO.C.A. NO. 29643ALPHASOUTHEAST45 SIMMONS ROADFORTIMMY THOMPSON2670 ROSSELLE STREET, SUITE 8JACKSONVILLE, FLORIDA 32204PHONE: (904) 551-4945By Toni Gindlesperger at 10:48 am, Jan 21, 2022
DRY POND2.5 FT DEEPPROPOSED BUILDING38 FT X 50 FT1900 SFFFE = 13.0PROPOSEDOFFICE8 FT X 11 12 FTPROPOSEDRESTOROOM7 12 FT X 7 12 FTGRAVEL PARKINGBOT 9.3TOB 11.8BULKHEAD2.02.026.97'FRANCIS AVENUEWATER & SEWER PLANC-7SHEET NO.C.A. NO. 29643ALPHASOUTHEAST45 SIMMONS ROADFORTIMMY THOMPSON2670 ROSSELLE STREET, SUITE 8JACKSONVILLE, FLORIDA 32204PHONE: (904) 551-4945By Toni Gindlesperger at 10:48 am, Jan 21, 2022
ROADWAYP/L10'x10' JEA UTILITYEASEMENT W/UG ELECTRICBOX OR DRAINAGEEASEMENT (NOTE #3)P/LMETER BOX LOCATION(NEAR UG ELECTRICALBOX, NOTE #1)METER W/CURB STOP1" POLY1" MIP PACKJOINT COUPLINGMULTI-SERVICE "Y"(2" FIP INLET AND 3OR 4 1" FIP OUTLET)2" MIP PACKJOINT COUPLING2" POLY TUBING2" SADDLE W/CORP STOPSADDLE W/CORPSTOP (TYP)4" D.I.P. OR MAIN (MIN) WHEREMULTIPLE TAPS ARECONSTRUCTEDSERVICE SADDLES WITH24" SEPARATION AT AMIN. (NO GLUED TEES)5 OR MORE SERVICES (SEE NOTE #5)GANG WATER SERVICESNOTES :1. THE SKETCHES ABOVE INDICATE TYPICAL WATER SERVICE AND METER BOX LOCATIONS. ACTUAL LOCATIONS OF BOXES MAY VARY SLIGHTLYACCORDING TO FIELD CONDITIONS ENCOUNTERED. TYPICALLY, THE METER BOX SHALL LOCATED AT THE R/W LINE BUT INSIDE THE 7 1/2' ELECTRICEASEMENT.2. UNLESS SPECIFIED OTHERWISE BY THE APPLICABLE COUNTY (NASSAU, CLAY OR ST. JOHNS COUNTY), THE METER BOX SHALL BE LOCATED IN THE JEA 71/2' UTILITY EASEMENT, AND TWO FEET INSIDE OF THE PROLONGATION OF ONE OF THE SIDE PROPERTY LINES. IF A CONFLICT EXISTS WITH OTHERUTILITIES, THE METER BOX MAY BE ADJUSTED TO FOUR FEET (MAX.) INSIDE PROPERTY LINES (IN LIEU OF TWO FEET). UNLESS APPROVED OTHERWISEBY JEA, THE WATER METER BOX SHALL BE LOCATED IN NON-TRAFFIC AREAS (NOT IN SIDEWALKS OR DRIVEWAYS). IF THE METER BOX IS APPROVED BYJEA TO BE LOCATED IN A DRIVEWAY OR SIDEWALK, THEN THE CONSTRUCTION SHALL MEET STANDARD DETAIL NUMBERS W-3&4, AT A MINIMUM (SEE W-3AND W-4 FOR THE REQUIREMENTS OF SPECIAL ORDER POLYMER BOX AND TOP) . SET TOP OF BOX AT FINISHED GRADE. IF AN UNAPPROVED METER BOXIS IDENTIFIED BY JEA, THEN THE CONTRACTOR OR CUSTOMER SHALL BE RESPONSIBLE FOR THE COST OF RELOCATING ANY METER BOX WHICH ISLOCATED IN THE SIDEWALK OR DRIVEWAY OR THE COST TO PROVIDE THE CORRECT METER BOX. JEA SHALL APPROVE ALL DEVIATIONS TO THE ABOVEPRIOR TO CONSTRUCTION.3. IF DRAINAGE OR OTHER EASEMENT LOCATED BETWEEN LOTS, METER BOXES SHALL BE LOCATED AT THE EASEMENT LINE BUT OUTSIDE THE EASEMENTAREA.4. FOR SINGLE SERVICES, THE HORIZONTAL DISTANCE (PERPENDICULAR TO THE MAIN)BETWEEN THE SERVICES SADDLE AND THE METER BOX SHALL BE 2FEET MAXIMUM. FOR DOUBLE 1” SERVICES, THE 2” POLY MAIN SHALL BE LOCATED CENTERED BETWEEN THE TWO METER BOXES. LOCATE WIRE ISREQUIRED ON ALL SERVICES 10’ OR GREATER IN LENGTH. IF LOCATE WIRE IS REQUIRED, THE WIRE SHALL RUN FROM THE METER BOX (W/ PIG TAIL) TOTHE MAIN (DEAD END SHALL BE TAPED WITH NO CONNECTION TO MAIN WIRE WITH THE LAST 24 INCHES STRIPED OF INSULATION/BARE WIRE ASGROUND). ALL EXCEPTIONS TO THIS REQUIREMENT MUST BE APPROVED BY JEA. THIS WILL ASSIST IN LOCATING EXISTING SERVICE LINES IN THEFUTURE.5. GANG WATER SERVICES: FOR 3 OR 4 SERVICES IN ONE AREA, A DUCTICLE IRON PIPE (D.I.P.) WATER MAIN EXTENSION W/LOCATE WIRE MAY BE UTILIZEDON EITHER SHORT-SIDE OR LONG SIDE SERVICES WHERE SHOWN ON THE DRAWINGS. LOCATE WIRE SHALL EXTEND FROM ONE METER BOX TO CORPSTOP AT WATER MAIN. FOR 5 OR MORE SERVICES IN ONE AREA, A WATER MAIN EXTENSION W/LOCATE WIRE MAY BE UTILIZED ON EITHER SHORT-SIDEOR LONG SIDE SERVICES WHERE SHOWN ON THE DRAWINGS (TAPS STAGGERED AND AT 2 FEET ON CENTER-MIN). FOR WATER SUPPLY HEADERSWHERE 5 OR MORE TAPS ARE CONSTRUCTED, THE HEADER PIPE SHALL BE 4" AT A MINIMUM. EXAMPLE: CONSTRUCT A 4" MAIN PVC CROSSING THESTREET FOR 5 RESIDENTIAL CUSTOMERS, UTILIZING 4" DIP, 4" PIPE, 4"X1" SADDLES AND 1" CORP STOPS (NO GLUED TEE FITTINGS). THE 4" OR LARGERD.I.P. WATER MAIN MUST BE SIZED AND DESIGNED BY THE P.E. ENGINEER.6. DOUBLE 1" WATER SERVICES IS ALLOWED FOR SHORT SIDE OR LONG SIDE SERVICES AND WHERE SHOWN ON THE DRAWINGS.7. A 1" IRRIGATION SERVICE MAYBE TAPPED INTO THE (1" MIN) DOMESTIC WATER SERVICE LINE (WHICH SERVES THE SAME CUSTOMER) UTILIZING A 1"BRONZE "Y" FITTING. (IN AREAS WHERE NO RECLAIMED WATER IS AVAILABLE).8. No 2" AND SMALLER WATER SERVICE TAPS PERMITTED ON WATER MAINS WHICH ARE 20" AND LARGER SIZE.9. RECLAIMED WATER METER BOXES OR SERVICES SHALL BE CONSTRUCTED SIMILAR TO THE ABOVE AND SHALL BE LOCATED, AT A MIN. OF 10' FROM THEPOTABLE WATER SERVICE, AND/OR BOX AND NOT ALLOWED IN CONCRETE OR ASPHALT UNLESS APPROVED OTHERWISE BY JEA.10. SERVICE SIZE SHALL BE SAME AS THE METER SIZE.R/WP/LP/L1" POLY TUBING W/"Y"FITTINGR/W3 OR 4 SERVICES (SEE NOTE #5)SINGLE WATER SERVICEGANG WATER SERVICESDOUBLE 1" WATER SERVICE2'
2'
2'SHORT-SIDE WATER SERVICEPOLY TUBING (1" MIN.)WATER METER BOX (TYP)LONG-SIDE WATER SERVICEPOLY TUBING (1" MIN.)R/W: RIGHT OF WAY LINEP/L: PROPERTY LINE2" POLY TUBINGWATER MAIN(SEE NOTE #6)WATER OR RECLAIM SERVICE INSTALLATIONS2" AND SMALLER METER January 2019PLATE W-17 1/2' JEA UTILITYEASEMENT15' MAX
A LOCATE WIRE SHALL BE PLACED ON SERVICES 10FT OR GREATER.2'
2'
2' MAX (SEE NOTE #4)7 1/2' JEA UTILITY EASEMENT20' MAX 4" PVCTAPPING SLEEVE ORTEE WITH VALVEACCEPTABLE RANGE FORTAPS 0°-45°NOTES:1. SEE PLATE W-1 FOR METER LOCATION REQUIREMENTS.2. SINGLE BAND SADDLES SHALL BE UTILIZED ON NEW 1" WATER SERVICES WHICH ARE INSTALLED ON A DRY 10" SIZE OR SMALLERWATER MAIN (NEW WATER MAIN CONSTRUCTION). FOR WET TAPS OR WATER MAINS 12" SIZE AND LARGER, A DOUBLE BANDSADDLE IS REQUIRED. BRASS SADDLES MAY BE UTILIZED ON NEW 1 INCH AND SMALLER WATER SERVICES WHICH ARE INSTALLEDON A DRY 10 INCH OR SMALLER PVC WATER MAIN.3. NO OPEN CUT UNDER ROADWAY PAVING ALLOWED UNLESS THE ROADWAY IS BEING RECONSTRUCTED OR IF DIRECTEDOTHERWISE BY J.E.A. CONSTRUCT POLY LINE WITH 24" (MIN.) COVER UNDER ROADWAYS. THE POLY WATER SERVICE LINE SHALLBE SAME SIZE AS THE METER (1" MINIMUM) AND BE INSTALLED PERPENDICULAR TO THE MAIN AND NOT EXCEED 100LF UNLESSAPPROVED OTHERWISE BY JEA.4. INSTALL PVC PLUG IN ALL CURB STOPS IF WATER SERVICE IS "NOT IN USE" (I.E.: IF NO METER IS INSTALLED). WATER SERVICESSERVING VACANT LOTS (SERVICE NOT IN USE), SHALL INCLUDE A "W" CUT INTO THE CURB (CLOSEST TO THE METER BOX), ANDPAINTED BLUE (PAINTED PURPLE FOR RECLAIMED WATER). IN ADDITION, FOR NEW DEVELOPMENT AREAS WHERE THE WATERSERVICE IS "NOT IN USE", A LANDSCAPE TIMBER OR 3x3 MIN. P.T. POST (TOP PAINTED BLUE OR PURPLE FOR RECLAIMED WATER).THE REMOVAL OR TRANSFER OF A WATER SERVICE SHALL INCLUDE BRASS METER COUPLINGS (HEX ON BARREL TYPE).5. NO 2" AND SMALLER WATER SERVICE TAPS PERMITTED ON WATER MAINS WHICH ARE 20" AND LARGER SIZE.6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REPAIR OR REPLACEMENT OF THE METER OR ELECTRONIC DEVICES IFDAMAGED BY THE CONTRACTOR DURING THE CONSTRUCTION PERIOD.7. METER BOX AND TOP SHALL BE CLEAR OF ALL DEBRIS TO ALLOW FULL ACCESS TO BOX (i.e. NO DIRT, TRASH OR OTHER DEBRISPLACED ON TOP OF BOX).8. LOCATE WIRING REQUIRED ON ALL SERVICES 10' OR GREATER IN LENGTH. SEE PLATE W-44.SERVICE SADDLE(SEE NOTE #2)CORPORATION STOP REQUIRED ONALL SERVICES REGARDLESS OF SIZE.(CONNECTED DIRECTLY INTO SADDLE)CONNECTION TO CUSTOMER'SWATER MAIN AND BACKFLOWPREVENTER (IF APPLICABLE)SET METER ON UNDISTURBEDOR COMPACTED SOIL JEA METER(NOTE #4)POLYETHYLENE WATERSERVICE LINE(100LF MAX., NOTE #3)CO-POLYMER METER BOX& COVER (NOTE #1)10"-12" MAX
SET CURB STOP ASCLOSE TO WALL 12"ASPOSSIBLE (2 MAX)SET AT FINAL GRADE (NOTE #7)WATER SERVICE MARKERREQUIRED FOR NEWDEVELOPMENT AREAS(SEE NOTE #4)METER COUPLING (NOTE #4)DISTRIBUTION MAIN45°CURB STOPLOCATE WIRE PIG TAILEND (4' ABOVE GRADE)WATER SERVICE DETAIL- 2" AND SMALLER METERJANUARY 2019PLATE W-212"(MAX)
48"-72"24" MIN18"1-3/4"11"RECESSED HOLE DESIGNED TO FITTHE METER TOUCH READ PAD1"1-3/4"18-1/4"1"11-1/4"2"x3" DOG HOUSEHOLE (BOTH ENDS)22-1/2"10-7/8"2" HOLE DESIGNED TO FIT THE METERTOUCH READ PAD (TWO REQUIRED)PROVIDE 2" PVC PLUGS TO CLOSEHOLES WHICH ARE NOT USED ORWHERE NO METER IS INSTALLEDDURING THE CONSTRUCTION PERIOD(NOT-IN-USE SERVICE).FLARED OUTWARDWALLS (SEE NOTE #4)6-5/16"6-5/16"17-7/8"15-1/2"316" STEEL NON-SKID TOP, PRIMED ANDPAINTED BLACK WITH ROUNDED CORNERSKEY HOLE (1 REQ'D, NEAR CENTER)PROVIDE 2" PVC PLUGS TO CLOSEHOLES WHICH ARE NOT USED ORWHERE NO METER IS INSTALLEDDURING THE CONSTRUCTION PERIOD(NOT-IN-USE SERVICE).NOTES:1. THE STANDARD BOX (A-8 (ASTM C857) LOAD RATING WITH STRAIGHT VERTICAL WALLS) & TOP (A-8 (ASTM C857) RATING WITH2 HOLES) SHALL BE MADE OF POLYMER CONCRETE. (SIMILAR TO OLD BROOKS SERIES 37 BOX). BOX WALLS SHALL BEFIBERGLASS. THE INSIDE LIP OF THE BOX SHALL BE RATED SAME AS THE BOX. THE ONE HOLE LIDS ARE FOR SPECIAL ORDERSONLY AND REQUIRE JEA'S APPROVAL PRIOR TO USE.2. ALL SIZES SHOWN ARE IN INCHES AND ARE APPROXIMATE SIZES.3. POLYMER BOX APPROXIMATE WEIGHT 25lbs. POLYMER TOP APPROXIMATE WEIGHT 20lbs. SEE CONSTRUCTION DETAILS W-3A(TWO HOLE) AND W-3B (ONE HOLE) FOR MANUFACTURING DETAILS FOR COVERS.4. UNLESS APPROVED OTHERWISE IN WRITING BY JEA, ALL METER BOXES SHALL BE LOCATED IN NON-TRAFFIC AREAS (NOT IN THEROADWAY, DRIVEWAYS OR SIDEWALKS). IF AN EXCEPTION TO THIS RULE IS APPROVED BY JEA, THEN THE FOLLOWING SHALL BEPROVIDED:A) UNDER NO CIRCUMSTANCE SHALL A METER BOX BE LOCATED IN A COMMERCIAL TRAFFIC AREA.B) IF AN EXCEPTION IS APPROVED IN WRITING THE METER BOX LOCATED IN A SIDEWALK OR RESIDENTIAL DRIVEWAY SHALLINCLUDE A POLYMER BOX WITH FLARED OUTWARD WALLS (NOT STRAIGHT WALLS) AND A POLYMER TOP. BOX AND TOPSHALL COMPLY WITH A-8 (ASTM C857), LOAD RATING.C) METAL TOPS MAY BE UTILIZED IF SPECIFICALLY APPROVED BY JEA MANAGER OR JEA METER O&M STAFF.114x316"X2" LONG ANGLE (2 TYP)WELDED TO BACKSIDE OF TOP3"R (TYP)STRAIGHT VERTICAL WALLS FORSTANDARD BOX (NOTE #4)2-5/16"2-5/16"19-3/4" (APPROX.)12-3/4" (APPROX.)CONSTRUCT WITH 114" ANGLE (STEEL 316" THK),12" LONG WITH CENTER STIFFENERPROVIDE 2" LONG (ZIPPER) WELDS ONBOTH SIDES OF ANGLE (TYP)WATER METER BOX & COVER FOR1" AND SMALLER METERSJANUARY 2019PLATE W-3NOTES ON UTILITY SEPARATION REQUIREMENTSJANUARY 2019PLATE W-11WATER MAIN AND NON-WATER MAIN SEPARATION REQUIREMENTS - NOTES1. IT IS REQUIRED THAT “WATER MAINS” BE INSTALLED, CLEANED, DISINFECTED AND HAVE A SATISFACTORY BACTERIOLOGICALSURVEY PERFORMED IN ACCORDANCE WITH THE LATEST APPLICABLE AWWA STANDARDS, CHAPTER 62-555, F.A.C. AND LATESTJEA WATER AND SEWER STANDARDS. FOR THE PURPOSE OF THIS SECTION, THE PHRASE “WATER MAINS” SHALL MEAN MAINS,INCLUDING TREATMENT PLANT PROCESS PIPING, CONVEYING EITHER RAW, PARTIALLY TREATED, OR FINISHED DRINKING WATER;FIRE HYDRANT LEADS; AND SERVICE LINES THAT HAVE AN INSIDE DIAMETER OF THREE (3) INCHES OR GREATER. IN ADDITION,THE PHRASE “RECLAIMED WATER” REFERS TO THE WATER REGULATED UNDER PART III OF CHAPTER 62-610, F.A.C.2. NEW OR RELOCATED, UNDERGROUND WATER MAINS SHALL BE LAID TO PROVIDE A HORIZONTAL DISTANCE OF AT LEAST THREE(3) FEET BETWEEN THE OUTSIDE OF THE WATER MAIN AND THE OUTSIDE OF ANY EXISTING OR PROPOSED STORM SEWER,STORMWATER FORCE MAIN, OR PIPELINE CONVEYING RECLAIMED WATER.3. NEW OR RELOCATED, UNDERGROUND WATER MAINS SHALL BE LAID TO PROVIDE A HORIZONTAL DISTANCE OF AT LEAST SIX (6)FEET, AND PREFERABLY TEN (10) FEET, BETWEEN THE OUTSIDE OF THE WATER MAIN AND THE OUTSIDE OF ANY EXISTING ORPROPOSED GRAVITY OR PRESSURE-TYPE SANITARY SEWER, WASTEWATER FORCE MAIN, OR PIPELINE CONVEYING RECLAIMEDWATER. THE MINIMUM HORIZONTAL SEPARATION DISTANCE BETWEEN WATER MAINS AND GRAVITY-TYPE SANITARY SEWERSMAY BE REDUCED TO THREE (3) FEET WHERE THE BOTTOM OF THE WATER MAIN IS LAID AT LEAST SIX (6) INCHES ABOVE THE TOPOF THE SEWER (SPECIAL CASE).4. NEW OR RELOCATED, UNDERGROUND WATER MAINS CROSSING ANY EXISTING OR PROPOSED GRAVITY OR VACUUM-TYPESANITARY SEWER OR STORM SEWER SHALL BE LAID SO THE OUTSIDE OF THE WATER MAIN IS AT LEAST SIX (6) INCHES, ANDPREFERABLE TWELVE (12) INCHES, ABOVE OR AT LEAST TWELVE (12) INCHES BELOW THE OUTSIDE OF THE OTHER PIPELINE.HOWEVER, IT IS PREFERABLE TO LAY THE WATER MAIN ABOVE THE OTHER PIPELINE.5. NEW OR RELOCATED, UNDERGROUND WATER MAINS CROSSING ANY EXISTING OR PROPOSED PRESSURE-TYPE SANITARYSEWER, WASTEWATER OR STORMWATER FORCE MAIN, OR PIPELINE CONVEYING RECLAIMED WATER SHALL BE LAID SO THEOUTSIDE OF THE WATER MAIN IS A LEAST TWELVE (12) INCHES ABOVE OR BELOW THE OUTSIDE OF THE OTHER PIPELINE.HOWEVER, IT IS PREFERABLE TO LAY THE WATER MAIN ABOVE THE OTHER PIPELINE.6. AT THE UTILITY CROSSINGS DESCRIBED IN NOTES 4 AND 5 ABOVE, ONE FULL LENGTH OF WATER MAIN PIPE SHALL BE CENTEREDABOVE OR BELOW THE OTHER PIPELINE SO THE WATER MAIN JOINTS WILL BE AS FAR AS POSSIBLE FROM THE OTHER PIPELINE.ALTERNATIVELY, AT SUCH CROSSINGS, THE PIPES SHALL BE ARRANGED SO THAT ALL WATER MAIN JOINTS ARE AT LEAST THREE(3) FEET FROM ALL JOINTS IN VACUUM-TYPE SANITARY SEWERS, STORM SEWERS, STORMWATER FORCE MAINS, OR PIPELINESCONVEYING RECLAIMED WATER, AND AT LEAST SIX (6) FEET FROM ALL JOINTS IN GRAVITY OR PRESSURE-TYPE SANITARYSEWERS, WASTEWATER FORCE MAINS, OR PIPELINE CONVEYING RECLAIMED WATER.7. NEW OR RELOCATED FIRE HYDRANTS SHALL BE LOCATED SO THAT THE HYDRANTS ARE AT LEAST THREE (3) FEET FROM ANYEXISTING OR PROPOSED STORM SEWER, STORMWATER FORCE MAIN, OR PIPELINE CONVEYING RECLAIMED WATER; AT LEASTTHREE (3) FEET, AND PREFERABLY TEN (10) FEET, FROM ANY EXISTING OR PROPOSED VACUUM-TYPE SANITARY SEWER; ATLEAST SIX (6) FEET, AND PREFERABLY TEN (10) FEET, FROM ANY EXISTING OR PROPOSED GRAVITY OR PRESSURE-TYPESANITARY SEWER OR WASTEWATER FORCE MAIN.8. WHERE AN UNDERGROUND WATER MAIN IS BEING LAID LESS THAN THE REQUIRED MINIMUM HORIZONTAL DISTANCE FROMANOTHER PIPELINE AND WHERE AN UNDERGROUND WATER MAIN IS CROSSING ANOTHER PIPELINE AND JOINTS IN THE WATERMAIN ARE BEING LOCATED LESS THAN THE REQUIRED MINIMUM DISTANCE FROM JOINTS IN THE OTHER PIPELINE, THECONTRACTOR SHALL CONSULT THE DESIGN ENGINEER TO OBTAIN APPROVAL OF ANY ALTERNATIVE CONSTRUCTION METHODS,PRIOR TO CONSTRUCTION.5-11/16"8-1/2"7 1/2"8 1/2"
38.6'
2-5/8"
19.3'5/16"
7-1/2"
1-5/8"
5-1/2"
1/2"
14-5/8"
1/2"
7/32"
1-5/8"
10-3/4"NOTES:1. PAINT THE INSIDE OF THE TOP SECTION OF THE BOX WITH APPLICABLE COLOR (BLUE OR PURPLE)2. HEAVY DUTY RATING (TOTAL WEIGHT APPROX. 50 LBS.).3. REFERENCE SECTION 351, PARAGRAPH X.2.(26 LBS. APPROX.)BOTTOM SECTION VIEWTOP SECTION VIEW(23 LBS. APPROX.)10-3/4"
3/8"6 - 1/8"PAINT INSIDE(SEE NOTE #1)HEAVY DUTY RATINGWATER SYSTEM VALVE BOXJANUARY 2019PLATE W-17UNDISTURBED EARTH12" (MIN) LAYER OF #57STONE (REQUIRED FORVALVES 20" AND LARGER,(NOTE #7)6" PVC RISER PIPE(LENGTH AS REQUIRED)PROVIDE "V" CUT IN TOP OF 6"RISER PIPE FOR LOCATE WIREACCESS INTO VALVE BOXRESTRAINED MECHANICALJOINT (TYP)COMPACTED EARTH (TYP)APPLY GROUT TO FILL ANNULAR SPACEBETWEEN VALVE BOX AND CONCRETE PADGATE VALVE W/ 2" OPERATINGNUT (NOTE #4)PIPE W/ LOCATING WIRE24" ROUND PRECAST CONCRETEPAD 4" THICK (SEE SPEC) SET ONCOMPACTED EARTH, (SEE NOTE# 6)FINISHED GRADEPAINT COVER AND INSIDE OF BOX BLUEVALVE BOX & COVER (TYP)PROVIDE BLUE PAINT TOTHE INSIDE OF THE TOP SECTIONOF THE BOX (NOTE #5)VALVE BOX ADJUSTMENT (SEE NOTE# 5)PLASTIC DEBRIS SHIELD REQUIREDON ALL VALVES 12" AND SMALLER(SEE NOTE # 9)ELECTRONIC LOCATE BALL MARKERLOCATED WITHIN 12" FROMRISER PIPE (NOTE #10)NOTES:1. FOR UNPAVED LOCATIONS, A PRECAST CONCRETE VALVE PAD SHALL BE PROVIDED AND INSTALLED FLUSH WITH GRADE. CONCRETEPAD IS NOT REQUIRED FOR VALVE LOCATED IN THE ROADWAY, UNLESS SHOWN OR NOTED OTHERWISE.2. LOCATING WIRE IS REQUIRED ON ALL PRESSURE PIPING (SEE DETAILW-44).3. A "V" CUT SHALL BE CARVED IN THE CURB CLOSEST/ADJACENT/( ASPHALT IF NO CURB) TO ALL BELOW GRADE VALVES. THE "V" CUT ISTO BE PAINTED BLUE WATER/PURPLE RECLAIMED.4. IN PAVED AREAS, INSTALL VALVE AT A DEPTH TO ALLOW A 12" MIN. DISTANCE BETWEEN THE VALVE COVER PLATE AND THE TOP OFTHE VALVE OPERATING NUT. OUTSIDE OF PAVED AREAS (GRASS), INSTALL VALVE AT A DEPTH TO ALLOW A 6" MINIMUM DISTANCEBETWEEN THE VALVE COVER AND THE TOP OF THE VALVE OPERATING NUT. OPERATING NUT/STEM EXTENSION SHALL BE PROVIDED(WHERE APPLICABLE) SO THAT THE OPERATING NUT WILL BE NO MORE THAN 30 INCHES BELOW FINISHED GRADE.5. FOR NEW CONSTRUCTION, THE VALVE BOX SHALL BE ADJUSTED TO MIDRANGE TO ALLOW FOR FUTURE BOX ADJUSTMENTS. ROUTELOCATE WIRES THRU A "V" CUT IN THE TOP OF THE 6" PVC RISER PIPE FOR LOCATE WIRE ACCESS INTO VALVE BOX. THE LOCATEWIRES WITH A 24" LONG PIG-TAIL AT THE TOP SHALL BE CONNECTED TOGETHER WITH A WIRE NUT.6. BRASS IDENTIFICATION TAG INDICATING "WATER", VALVE SIZE, DIRECTION AND TURNS TO OPEN & VALVE TYPE. PROVIDE A 14" HOLE INBRASS TAG AND ATTACH TAG (TWIST WIRE AROUND TAG) TO THE END OF THE LOCATE WIRE. TAGS ARE NOT REQUIRED ON VALVESINSTALLED ON FIRE HYDRANT BRANCH LINES.7. IN LIEU OF PRECAST CONCRETE PAD, A 6" THICK X 24" (ROUND OR SQUARE) POURED CONCRETE PAD W/2 - #4 REBAR AROUNDPERIMETER, MAY BE USED.8. GRAVEL SHALL BE PROVIDED UNDER ALL VALVES 20" AND LARGER. THE MINIMUM VERTICAL LIMIT OF GRAVEL IS 12" UNDER THE VALVEUP TO 13 THE OVERALL HEIGHT OF THE VALVE.9. FOR VALVES 12 INCH AND SMALLER, PROVIDE A WHITE OR BLACK PLASTIC DEBRIS SHIELD WHICH INSTALLS BELOW THE OPERATINGNUT. THIS SHIELD SHALL CENTER THE RISER PIPE BOX OVER THE OPERATING NUT AND MINIMIZE INFILTRATION. SHIELD SHALL BE BYAFC, BOXLOK OR APPROVED EQUAL.10. ALL VALVES SHALL BE INSTALLED WITH AN ELECTRIC LOCATE MARKER. MARKER SHALL BE 4" DIA. COLOR CODED BALL MARKER(3M-1403XR FOR WATER AND 1408XR FOR RECLAIMED WATER).WATER VALVE INSTALLATION DETAILJANUARY 2019PLATE W-1824"-36"BURY DEPTH
3/4"
3/8"
9/16"
5"
1.5MIN"
3/8"
2"(2) 1" DIA. PICKHOLES7-3/8"NOTES:1. PAINT TOP OF THE COVER WITH ENAMEL PAINT (BLUE COLOR) FOR WATER.2. FOR "REUSE" PAINT TOP PANTONE PURPLE.3. LID WEIGHT: APPROX. 12 LBS.HEAVY DUTY RATINGWATERSEE NOTES #1 & #27-3/8"WATER SYSTEM VALVE BOX COVERJANUARY 2019PLATE W-16WATER DETAILSC-8SHEET NO.C.A. NO. 29643ALPHASOUTHEAST45 SIMMONS ROADFORTIMMY THOMPSON2650 ROSSELLE STREET, SUITE 2AJACKSONVILLE, FLORIDA 32204PHONE: (904) 551-4945By Toni Gindlesperger at 10:48 am, Jan 21, 2022
6"MIN.UNDISTURBED SOIL MIN.BEARING CAPACITY:2000 LB/SQ FT.SLOPE 1/2"PER FT. (TYP)LEVELING COURSE, 12" (MIN)THICKNESS OF GRANULARBACKFILL (57 STONE)PLASTIC JOINT SEALER(2 SEALERS PER JOINT)5"
8"
4'-0" DIA
1'-0" MIN/3'-0" MAX 2'-0" MIN IN UNSUITABLE SOILS,OVER-EXCAVATION ISREQUIRED (SEE NOTE #6).(FOR PLAN VIEW SEE S-3)NOTES:1.PRECAST MANHOLE SECTIONS TO BE MANUFACTURED IN ACCORDANCE WITH THE LATEST EDITIONS OFA.S.T.M. C-478 WITH 4000 LB. CONC., TYPE II CEMENT. ALL LIFTING HOLES AND OUTSIDE INSERTS SHALL BEFILLED WITH NON-SHRINK GROUT AND COATED WITH BITUMINOUS WATERPROOFING MATERIAL.2.THE INTERIOR AND EXTERIOR OF MANHOLE AND ADJUSTING RINGS SHALL BE GIVEN TWO COATS OFBITUMINOUS WATERPROOFING MATERIAL.3.IF SPECIALTY LINER IS TO BE INSTALLED ON INSIDE SURFACE OF MANHOLE, THE BITUMINOUSWATERPROOFING MATERIAL SHALL BE OMITTED ON THE INSIDE.4.JUNCTION MANHOLE (CLOSEST TO WETWELL) SHALL BE 5' DIA WITH SPECIALTY LINER.5.ALL MANHOLE JOINTS BELOW THE TOP COVER SECTION SHALL INCLUDE A 6" WIDE (MIN) EXTERIOR JOINT TAPE(WITH PRIMER). TAPE ON THE CONE SECTION IS OPTIONAL. SEE PLATE S-17.6.IN SILTS, CLAY OR HIGHLY ORGANIC SOILS (FINE-GRAINED SOILS INCLUDING SOIL GROUPS ML, CL, OL, MH, CH,OH AND PT) THE SOILS SHALL BE OVER-EXCAVATED AN ADDITIONAL 24" (AT A MIN.) AND BACKFILLED WITHAASHTO CLASS A-3 SOIL (COMPACTED TO 98%, ASTM D1557) OR OVER-EXCAVATE AN ADDITIONAL 12" (AT A MIN.)AND BACKFILL WITH GRANULAR BACKFILL (57 STONE).12" NOM, 18" MAXFINISHED GRADEMANHOLE FRAME & COVERGROUT5'-0" DIA(SEE NOTE 4)
6"SANITARY SEWER CONCRETE TYPE "A" MANHOLE8"-21" SEWERSJANUARY 2019PLATES S-2, S-34"6"
6"
2'-8" DIACONCRETE ADJUSTMENTRINGS OR BRICKS (TYP)EPOXY GROUTED IN PLACE24"MAX.1/2 I.D.CONSTRUCT SPILLWAY WHEREINVERT OF UPPER SEWER ISABOVE MID HEIGHT OF LOWERSEWER.SOLID CLASS "C"CONCRETE W/ SOLIDFILLER BRICKS ONLYALLOWED AS FILLERNO RUBBLE, GRADE TO1/2" PER FOOT.REFER TO S-15 DETAIL.8 RIBS35 3/4"34 1/4"
4"
1 1/2"
40 1/2"31 1/2"
5/8"
34 1/8" COVER
2 1/4"
1 1/2"DFOLRIAPROTECTIVE SKIRTCOVERNEOPRENE "T" GASKETRING1 3/8"WIDE
2 1/4"
1"
1 1/4"
1/2"NON-SKID SURFACE(DIAMOND PATTERN)2-NON PENETRATINGPICKHOLES (SEE DETAIL)MACHINED SURFACEMACHINED SURFACE (SMOOTH)DOVETAIL GROOVE & GASKET(SEE DETAIL BELOW)SSANITEWER
NOTES:1.MATERIAL: ASTM A-48 CLASS 35B GRAY IRON.2.RING WEIGHT 230 LBS APPROX.3.COVER WEIGHT 230 LBS. APPROX.4.ALL DIMENSIONS ARE SHOWN IN INCHES.5.FOR MANHOLES WHICH WILL BE MAINTAINED BY JEA (INCLUDING UTILITY DEDICATION PROJECTS), THE COVER SHALLINCLUDE THE "JEA" LOGO AND A NEOPRENE GASKET.6.FOR MANHOLES WHICH WILL BE MAINTAINED BY PARTIES OTHER THAN JEA (SUCH AS PRIVATE SEWER COLLECTIONSYSTEMS, PRIVATE (FORCE MAIN) PUMP OUT BOX AND SYSTEMS NOT MAINTAINED BY JEA), THE COVER SHALL INCLUDE"SANITARY SEWER" GENERIC LETTERING (NO "JEA" LOGO OR NEOPRENE GASKET).1"ARYSANITARY SEWER MANHOLE FRAME AND COVERPLATE S-18 RIBS35 3/4"34 1/4"
4"
1 1/2"
40 1/2"31 1/2"
5/8"
34 1/8" COVER
2 1/4"
1 1/2"DFOLRIAPROTECTIVE SKIRTCOVERNEOPRENE "T" GASKETRING1 3/8"WIDE
2 1/4"
1"
1 1/4"
1/2"NON-SKID SURFACE(DIAMOND PATTERN)2-NON PENETRATINGPICKHOLES (SEE DETAIL)MACHINED SURFACEMACHINED SURFACE (SMOOTH)DOVETAIL GROOVE & GASKET(SEE DETAIL BELOW)SSANITEWER
NOTES:1.MATERIAL: ASTM A-48 CLASS 35B GRAY IRON.2.RING WEIGHT 230 LBS APPROX.3.COVER WEIGHT 230 LBS. APPROX.4.ALL DIMENSIONS ARE SHOWN IN INCHES.5.FOR MANHOLES WHICH WILL BE MAINTAINED BY JEA (INCLUDING UTILITY DEDICATION PROJECTS), THE COVER SHALLINCLUDE THE "JEA" LOGO AND A NEOPRENE GASKET.6.FOR MANHOLES WHICH WILL BE MAINTAINED BY PARTIES OTHER THAN JEA (SUCH AS PRIVATE SEWER COLLECTIONSYSTEMS, PRIVATE (FORCE MAIN) PUMP OUT BOX AND SYSTEMS NOT MAINTAINED BY JEA), THE COVER SHALL INCLUDE"SANITARY SEWER" GENERIC LETTERING (NO "JEA" LOGO OR NEOPRENE GASKET).1"ARYSANITARY SEWER MANHOLE FRAME AND COVERJANUARY 2019PLATE S-1NOTES:1.ALTERNATE GRADIENT FOR 6 INCH LATERAL SEWERS AT CONFLICTS WITH EXISTING UTILITIES.2.FLATTER SLOPES MUST BE PRE-APPROVED BY JEA O&M MANAGER (ONLY) PRIOR TO CONSTRUCTION.3.THE SOILS BETWEEN THE NEW MAIN AND THE CONFLICT PIPE SHALL BE COMPACTED TO 98% OF THEMAXIMUM DENSITY AS DETERMINED BY THE LABORATORY MODIFIED PROCTOR TEST, ASTM D 1557.SAND CUSHION 3" MIN.(NOTE #3)6" PVC SEWER SERVICELATERAL MIN SLOPE 1/8"PER FOOT (NOTE #2)TOP OF PAVEMENTAVG. GRADE SURFACEFOR EXIST. PIPEEXCEEDING 3'-0" DEPTHEXISTING CONFLICT PIPE6" PVC BENDVARIES
VARIABLE TO BE DETERMINEDBY ENGINEER IN FIELD
C STREETLHOUSE LATERAL OVER CONFLICT PIPEJANUARY 2019PLATE S-23EXIST. 4" YARD PIPINGCONNECTION (TO BE LOCATEDPRIOR TO INSTALLING TEEBRANCH). PROVIDE FLEXIBLEADAPTER COUPLING (FERNCOOR EQUAL).STANDARD TEE-WYE FITTING(30° MIN., 60° MAX.)LAY IN UNDISTURBED SOIL6" PIPEMIN. SLOPE1/8" PER FOOTENGRAVE IN CURB THE LETTER"S" AT SEWER HOUSE SERVICELOCATION (PAINT GREEN)CURB & GUTTERAVG. GROUND SURFACELAY IN COMPACTEDSOILDEPTH OF CUT(12' MAX, SEE NOTE 5)
WIDTH OF TRENCH(NOTE #3)WIDTH OF RIGHT-OF-WAY VARIES
NOTES :1.TO MARK THE LOCATION OF THE 6" PLUG FOR NEW SERVICE: FOR PROJECTS WHERE NO CONCRETE CURB EXIST, AN ELECTRONIC"SEWER" MARKER IS REQUIRED FOR ALL LATERALS WHICH ARE BEING INSTALL FOR FUTURE USE AT A MAX DEPTH OF 3' AT FINISHGRADE. FOR NEW DEVELOPMENT AREAS WHERE THE SEWER LATERAL IS "NOT IN USE", A LANDSCAPE TIMBER OR 3x3 MIN. P.T. POST(TOP PAINTED GREEN) SHALL BE INSTALLED. WHERE REQUIRED BY JEA OR NO CONCRETE CURB EXIST, AN ELECTRONIC "SEWER"MARKER SHALL BE INSTALLED TO MARKER SHALL ALSO BE INSTALLED.2.THE MINIMUM SIZE OF ALL HOUSE LATERALS SHALL BE 6 INCHES. THE MAXIMUM LENGTH OF A HOUSE LATERAL SHALL BE 60 FEET(LENGTH BETWEEN SEWER MAIN OR MANHOLE TO CUSTOMERS PROPERTY LINE).3.SEE MEASUREMENT AND PAYMENT SECTION FOR MAXIMUM PAYMENT WIDTHS.4. ALL GRAVITY SEWER MAINS AND ASSOCIATED SEWER LATERAL PIPE AND FITTINGS (INCLUDING THE TEE-WYE FITTINGS) SHALL BEPVC SDR-26.5.UNLESS APPROVED OTHERWISE BY A JEA O&M MANAGER, NO GRAVITY SEWER MAIN WITH SEWER SERVICE LATERALS SHALL BECONSTRUCTED WITH A "DEPTH OF CUT" GREATER THAN 12 FEET.6.SEWER SERVICE LATERALS ASSOCIATED WITH GRAVITY SEWER MAINS WHICH ARE DEEPER THAN 12 FEET, MUST BE ROUTED TO AGRAVITY SEWER HIGH-LINE, A MANHOLE OR OTHER JEA APPROVED METHOD.7.THE SEWER SERVICE LATERAL SHALL BE CONSTRUCTED AT A DEPTH TO ALLOW A GRAVITY CONNECTION BY THE CUSTOMER,WHERE POSSIBLE (CONTINGENT UPON MEETING THE CUSTOMER'S ON-SITE CONDITIONS AND LOCAL CONSTRUCTION STANDARDS).A LATERAL REQUIRING MORE THAN 60" OF COVER MUST BE APPROVED, PRIOR TO CONSTRUCTION, BY JEA.ELECTRIC "SEWER" MARKER(SEE NOTE#1)P/LTOP OF PAVEMENTPROVIDE 6" PLUGOR CONNECTION TOYARD PIPINGFOR PLAN VIEW SEE S-19SEWER SERVICE LATERAL MARKERREQUIRED FOR NEW DEVELOPMENTAREAS (SEE NOTE #1)6" BENDP/LHOUSE LATERAL - SECTION VIEWJANUARY 2019PLATE S-2048"-72"24" MIN
30"-60" COVER(SEE NOTE 6)
12" MAXP/LSSP/LSIDEWALKCURBIF NO CURB SCRIBE LETTER"S" IN FRONT OF SIDEWALK(PAINT GREEN)SCRIBE THE LETTER "S" MIN. OF 2"HIGH & 1/4" DEEP IN CURB (PAINT GREEN)6" BEND SHORT RADIUSHOUSE LATERAL (SEE NOTES #2 & #4)JOIN TO EXIST. CONN. IN FRONT OFSIDEWALK, DRIVEWAY OR P/LEXIST. YARD PIPING CONNECTIONTO BE DETERMINED IN FIELDGRAVITYSEWERSTANDARD TEE-WYE FITTING (TYP)ELECTRONIC "SEWER"MARKER (SEE NOTE #1)C OF SEWER AND STREETUNLESS SHOWN OTHERWISEON PLANSLNOTES:1.TO MARK THE LOCATION OF THE 6" PLUG FOR NEW SERVICE: FOR PROJECTS WHERE NO CONCRETE CURB EXIST, ANELECTRONIC "SEWER" MARKER IS REQUIRED FOR ALL LATERALS WHICH ARE BEING INSTALL FOR FUTURE USE AT A MAXDEPTH OF 3' AT FINISH GRADE. FOR NEW DEVELOPMENT AREAS WHERE THE SEWER LATERAL IS "NOT IN USE", ALANDSCAPE TIMBER OR 3x3 MIN. P.T. POST (TOP PAINTED GREEN) SHALL BE INSTALLED. WHERE REQUIRED BY JEA OR NOCONCRETE CURB EXIST, AN ELECTRONIC "SEWER" MARKER SHALL BE INSTALLED TO MARKER SHALL ALSO BE INSTALLED..2.THE MINIMUM SIZE OF ALL HOUSE LATERALS SHALL BE 6 INCHES. THE MAXIMUM LENGTH OF A HOUSE LATERAL SHALL BE60 FEET (LENGTH BETWEEN SEWER MAIN OR MANHOLE TO CUSTOMERS PROPERTY LINE).3.NO SEWER SERVICE CONNECTIONS PERMITTED ON GRAVITY SEWER PIPE WHICH ARE 16" AND LARGER.4.ALL GRAVITY SEWER MAINS AND ASSOCIATED SEWER LATERAL PIPE AND FITTINGS (INCLUDING THE TEE-WYE FITTING)SHALL BE PVC SDR-26.FLEXIBLE ADAPTERCOUPLING (FERNCO OR EQUAL)FOR SECTION VIEW SEE S-20SEWER LATERAL MARKER REQUIREDFOR NEW DEVELOPMENT AREA(SEE NOTE #1)HOUSE LATERAL - PLAN VIEWJANUARY 2019PLATE S-19ALLEY, EASEMENT ORSTREET WITHOUT CURBOR SIDEWALK (NOTE #2)STREET WITHOUT CURBOR SIDEWALK (NOTE #2)FLOWNOTES :1.ALTERNATE GRADIENT FOR 6 INCH LATERAL SEWERS AT CONFLICTS WITH EXISTING UTILITIES.2.FLATTER SLOPE MUST BE PRE-APPROVED BY JEA O&M MANAGER (ONLY) PRIOR TO CONSTRUCTION3.THE SOILS BETWEEN THE NEW MAIN AND THE CONFLICT PIPE SHALL BE COMPACTED TO 98% OF THE MAXIMUMDENSITY AS DETERMINED BY THE LABORATORY MODIFIED PROCTOR TEST, ASTM D 1557.TOP OF PAVEMENTAVG. GRADE SURFACEFOR EXISTING PIPEEXCEEDING 3'-0" DEPTHVARIES
C STREETLEXISTING CONFLICT PIPESAND CUSHION 3" MIN.(NOTE #3)6" PVC BEND6" PVC SEWER SERVICELATERAL PIPE (MIN) SLOPE1/8" PER FOOT(NOTE #2)VARIABLE TO BE DETERMIN
E
DBY ENGINEER IN FIELD
HOUSE LATERAL UNDER CONFLICT PIPEJANUARY 2019PLATE S-24HORIZONTAL & VERTICAL SEPARATION REQUIREMENTSCONFLICTING UTILITYPOTABLE WATERRECLAIMED WATERWASTEWATER(GRAVITY AND FORCE MAIN)VACUUM SEWERSPOTABLE WATERRECLAIMED WATERVACUUM SEWERSRIGHT OF WAYSHORIZ.VERT.WASTEWATER3'HORIZ.VERT.JOINT SPACING*HORIZ.VERT.HORIZ.VERT.JOINT SPACING*JOINT SPACING*JOINT SPACING*12"STORMSEWERS12"PROPOSED UTILITY3'NOTE 2NOTES:1.THIS SEPARATION REQUIREMENT IS TO PROVIDE ACCESSIBILITY FOR CONSTRUCTION AND MAINTENANCE. THREE FEET OF HORIZONTALSEPARATION IS THE MINIMUM FOR PIPES WITH THREE FEET OF COVER. FOR PIPES INSTALLED AT GREATER DEPTH, PROVIDE AN ADDITIONAL FOOTOF SEPARATION FOR EACH ADDITIONAL FOOT OF DEPTH.2.THE MINIMUM JOINT SPACING REQUIRED FROM CROSSING FROM OTHER UTILITIES WHILE STILL MAINTAINING MINIMUM VERTICAL SEPARATION.3.DISTANCES GIVEN ARE FROM OUTSIDE OF PIPE TO OUTSIDE OF PIPE.4.NO WATER PIPE SHALL PASS THROUGH OR COME INTO CONTACT WITH ANY PART OF SANITARY OR STORM WATER MANHOLE OR STRUCTURES.5.WATER MAIN SHOULD CROSS ABOVE OTHER PIPES WHENEVER POSSIBLE. WHEN WATER MAIN MUST BE BELOW OTHER UTILITY PIPING, THEMINIMUM SEPARATION SHALL BE 12 INCHES.6.REFER TO SECTION 429, III.4.3.7.REFER TO SECTION 429, III.4.2 FOR MINIMUM SEPARATION REQUIREMENTS FROM PIPE TO STRUCTURES.NOTE 712"3'NOTE 16' to 10'3' to 10'3'NOTE 1N/A3'NOTE 13'NOTE 112"12"N/A6'NOTE 26'NOTE 23'NOTE 2N/AN/AN/AN/AN/AN/AN/AN/AN/AN/AN/AN/AN/AN/A3'NOTE 26' to 10'NOTE 56'NOTE 23'NOTE 212"3'NOTE 23'NOTE 23'NOTE 23'NOTE 23' to 10'12"3'NOTE 23'12"6'NOTE 23'12"6'NOTE 23'NOTE 13'NOTE 23'NOTE 23'NOTE 23'NOTE 23'NOTE 13'NOTE 13'NOTE 13'NOTE 112"12"12"3'NOTE 13'NOTE 13'NOTE 13'NOTE 13'NOTE 112"12"6"6"3'NOTE 13'NOTE 13'NOTE 112"12"12"TREES12"3'NOTE 13'NOTE 23'NOTE 23'NOTE 23'NOTE 23'NOTE 112"12"12"3'NOTE 13'NOTE 1SEPARATION REQUIREMENTS FORWATER, WASTEWATER AND RECLAIMED WATER MAINSJANUARY 2019PLATE S-26GRAVITY AND FORCE MAIN12"12"12"GAS 3'-6'NOTE 6ALL OTHERUTILITIES12"3'NOTE 13'NOTE 23'NOTE 23'NOTE 23'NOTE 23'NOTE 112"12"12"3'NOTE 13'NOTE 13'-6'NOTE 63'-6'NOTE 63'-6'NOTE 6N/AN/AN/AN/AN/AN/AN/AN/APERMANENT STRUCTURES(BUILDINGS, SIGNS, POLES,ETC.)NOTE 7NOTE 7NOTE 7SEESEESEESEEUNDISTURBED EARTH12" (MIN) LAYER OF #57STONE (REQUIRED FORVALVES 20" AND LARGER,(NOTE #7)6" PVC RISER PIPE(LENGTH AS REQUIRED)PROVIDE "V" CUT IN TOP OF 6"RISER PIPE FOR LOCATE WIREACCESS INTO VALVE BOXRESTRAINED MECHANICALJOINT (TYP)COMPACTED EARTH (TYP)APPLY GROUT TO FILL ANNULAR SPACEBETWEEN VALVE BOX AND CONCRETE PADGATE VALVE W/ 2" OPERATINGNUT (NOTE #4)PIPE W/ LOCATING WIRE24" ROUND PRECAST CONCRETEPAD 4" THICK (SEE SPEC) SET ONCOMPACTED EARTH, (SEE NOTE# 6)FINISHED GRADEPAINT COVER AND INSIDE OF BOX GREENVALVE BOX & COVER (TYP)PROVIDE GREEN PAINT TOTHE INSIDE OF THE TOP SECTIONOF THE BOX (NOTE #5)VALVE BOX ADJUSTMENT (SEE NOTE# 5)SEWERPLASTIC DEBRIS SHIELD REQUIREDON ALL VALVES 12" AND SMALLER(SEE NOTE #8)ELECTRONIC LOCATE BALL MARKERLOCATED WITHIN 12" FROMRISER PIPE (NOTE #10)NOTES:1.FOR UNPAVED LOCATIONS, A PRECAST CONCRETE VALVE PAD SHALL BE PROVIDED AND INSTALLED FLUSH WITHGRADE. CONCRETE PAD IS NOT REQUIRED FOR VALVE LOCATED IN THE ROADWAY, UNLESS SHOWN OR NOTEDOTHERWISE.2.LOCATING WIRE IS REQUIRED ON ALL PRESSURE PIPING (SEE DETAIL S-49).3.A "V" CUT SHALL BE CARVED IN THE CURB CLOSEST/(ASPHALT IF NO CURB) ADJACENT TO ALL BELOW GRADE VALVES.THE "V" CUT IS TO BE PAINTED GREEN.4.IN PAVED AREAS, INSTALL VALVE AT A DEPTH TO ALLOW A 12" MIN. DISTANCE BETWEEN THE VALVE COVER PLATE ANDTHE TOP OF THE VALVE OPERATING NUT. OUTSIDE OF PAVED AREAS (GRASS), INSTALL VALVE AT A DEPTH TO ALLOW A6" MINIMUM DISTANCE BETWEEN THE VALVE COVER AND THE TOP OF THE VALVE OPERATING NUT. OPERATINGNUT/STEM EXTENSION SHALL BE PROVIDED (WHERE APPLICABLE) SO THAT THE OPERATING NUT WILL BE NO MORETHAN 30 INCHES BELOW FINISHED GRADE.5.FOR NEW CONSTRUCTION, THE VALVE BOX SHALL BE ADJUSTED TO MIDRANGE TO ALLOW FOR FUTURE BOXADJUSTMENTS. ROUTE LOCATE WIRES THRU A "V" CUT IN THE TOP OF THE 6" PVC RISER PIPE FOR LOCATE WIREACCESS INTO VALVE BOX. THE LOCATE WIRES WITH A 24" LONG PIG-TAIL AT THE TOP SHALL BE CONNECTED TOGETHERWITH A WIRE NUT.6.BRASS IDENTIFICATION TAG INDICATING "SEWER", VALVE SIZE, DIRECTION AND TURNS TO OPEN & VALVE TYPE.PROVIDE A 14" HOLE IN BRASS TAG AND ATTACH TAG (TWIST WIRE AROUND TAG) TO THE END OF THE LOCATE WIRE.TAGS ARE NOT REQUIRED ON VALVES INSTALLED ON FIRE HYDRANT BRANCH LINES.7.IN LIEU OF PRECAST CONCRETE PAD, A 6" THICK X 24" (ROUND OR SQUARE) POURED CONCRETE PAD W/2 - #4 REBARAROUND PERIMETER, MAY BE USED.8.GRAVEL SHALL BE PROVIDED UNDER ALL VALVES 20" AND LARGER. THE MINIMUM VERTICAL LIMIT OF GRAVEL IS 12"UNDER THE VALVE UP TO 13 THE OVERALL HEIGHT OF THE VALVE.9.FOR VALVES 12 INCH AND SMALLER, PROVIDE A WHITE OR BLACK PLASTIC DEBRIS SHIELD WHICH INSTALLS BELOW THEOPERATING NUT. THIS SHIELD SHALL CENTER THE RISER PIPE BOX OVER THE OPERATING NUT AND MINIMIZEINFILTRATION. SHIELD SHALL BE BY AFC, BOXLOK OR APPROVED EQUAL.10.ALL VALVES SHALL BE INSTALLED WITH AN ELECTRIC LOCATE MARKER. MARKER SHALL BE 4" DIA. COLOR CODED BALLMARKER (3M-1404XR FOR SEWER).SEWER VALVE DETAILJANUARY 2019PLATE S-3024"-48"BURY DEPTH
3/4"3/8"9/16"5"
1-1/2" MIN
3/8"
2"(2) 1" DIA. PICKHOLES7-3/8"NOTES:1.PAINT TOP OF THE COVER WITH ENAMEL PAINT (GREEN COLOR).2.LID WEIGHT: APPROX. 12 LBS.HEAVY DUTY RATINGSEWERSEE NOTES #1 & #27-3/8"SEWER SYSTEM VALVE BOX COVERJANUARY 2019PLATE S-315-11/16"8-1/2"7 1/2"8 1/2"38.6'2-5/8"19.3'5/16"7-1/2"1-5/8"5-1/2"1/2"14-5/8"1/2"7/32"1-5/8"10-3/4"NOTES:1.PAINT THE INSIDE OF THE TOP SECTION OF THE BOX WITH GREEN COLOR.2.HEAVY DUTY RATING (TOTAL WEIGHT APPROX. 50 LBS.).3.REFERENCE SECTION 430, PARAGRAPH VI.2.(26 LBS. APPROX.)BOTTOM SECTION VIEWTOP SECTION VIEW(23 LBS. APPROX.)10-3/4"3/8"6 - 1/8"PAINT INSIDE(SEE NOTE #1)HEAVY DUTY RATINGSEWER SYSTEM VALVE BOXJANUARY 2019PLATE S-32PVC PIPE RESTRAINT JOINT SCHEDULEPLATE S-38AJANUARY 2019PVC PIPE RESTRAINT NOTES:1.THIS SCHEDULE SHALL BE UTILIZED ON ALL WATER, SEWER FORCE MAIN ORRECLAIMED WATER SYSTEMS. ALL FITTINGS SHALL BE RESTRAINED TO LENGTHSINDICATED ON THE ABOVE SCHEDULE, AT A MINIMUM.2.ASSUMPTIONS: PVC PIPE, SAFETY FACTOR=1.5, TEST PRESSURE=150PSI, SOIL=GM ORSM, TRENCH TYPE 3, DEPTH OF COVER=30 INCHES FOR 20" AND SMALLER PIPE SIZEOR 36 INCHES FOR 24" AND LARGER PIPE SIZE.3.BENDS AND VALVES: SHALL BE RESTRAINED ON EACH SIDE OF FITTING.4.VERTICAL OFFSETS: ARE APPROX. 3 FEET COVER ON TOP AND APPROX. 8 FEETCOVER ON BOTTOM. PER THE DETAILS, Lu IS THE RESTRAINED LENGTH FOR THEUPPER (TOP) LEVEL. Li IS THE RESTRAINED LENGTH FOR THE LOWER (DEEPER)LEVEL. ASSUME 45 DEGREE BENDS.5.TEES: TOTAL LENGTH BETWEEN FIRST JOINTS OR RESTRAINED LENGTH ON EITHERSIDE OF TEE (RUN) SHALL BE A TOTAL DISTANCE OF 30 FEET (MIN). SEE SCHEDULEABOVE FOR RESTRAINT LENGTH ON TEE "BRANCH" LINE.6.HDPE TO PVC TRANSITIONS: THE PVC PIPE SIDE SHALL BE RESTRAINED 35 FT (MIN).7.THE INSTALLATION OF BELL HARNESS RESTRAINTS AT PVC JOINTS (DR-18 & 25 PIPE)SHALL BE COMPLETED PER THE MANUFACTURERS RECOMMENDATION, WHICHINCLUDES NOT OVER TIGHTENING THE PARALLEL RODS/NUTS. THESE NUTS SHOULDONLY BE SNUG TIGHT. THE HOME MARKS ON THE PIPE SHOULD ALWAYS BE VISIBLEAFTER THE RESTRAINT IS INSTALLED. OVERHOMING THE JOINT MAY CAUSE A FAILUREAT THE BELL RESULTING IN A SERVICE OUTAGE.LENGTH (L) TO BE RESTRAINED(SEE PLATE Nos. 38C & 38D FOR ADDITIONAL DETAILS)4681012141618202430423648213038455361667379799311710614491316192226283033333949395356891113141516161924212633456678881012111317233036435055606677971201071333467891011121517242026476686103121140154170186185222289257321NOMINALPIPESIZE(IN.)90°BENDSL (FT.)45°BENDSL (FT.)22.5°BENDSL (FT.)11.25°BENDSL (FT.)HORIZONTAL BENDS L (FT.)L (FT.)REDUCERSL (FT.)VALVESORDEADENDSSIZE(IN.)L (FT.)6x4348x6368x46210x83510x66312x103612x86416x126616x109220x183520x166620x1211724x205624x188024x1610130x247830x2012136x307836x2414142x367542x3014048x427548x36139SEE NOTE 5RUNSIZE(IN.)BRANCHSIZE(IN.)44464 < LESSL (FT.)F.O.10F.O.886 < LESS29F.O.1010845136 < LESSF.O.12121062328 < LESSF.O.161612943910 < LESSF.O.2020161257610 < LESSF.O.24242012484163612 < LESSF.O.303024159104206016 < LESSF.O.363630192142248316 < LESSF.O.42423622317830124245916 < LESSF.O.484842253209361623010420 < LESSF.O.F.O. = FITTING ONLYTEES45° BENDS VERTICAL OFFSETS(SEE NOTE 4)LOWERUPPER243420520331651214105SANITARY SEWER DETAILSSHEET NO.C.A. NO. 29643ALPHASOUTHEAST45 SIMMONS ROADFORTIMMY THOMPSON2650 ROSSELLE STREET, SUITE 2AJACKSONVILLE, FLORIDA 32204PHONE: (904) 551-4945C-9By Toni Gindlesperger at 10:49 am, Jan 21, 2022