589 COASTAL OAK LN - POOL DRAWINGS002 GENERALNOTES `/�
1. FOR POOL PLAN,SIZE,DECK EXTENTS,SPECIAL DETAILS,SEE CONTRACTOR'S POOL PLAN REVIEWED FOR CODE COMPLIANCE OFFICE COPY
2. ALL POOL CONSTRUCTION SHALL COMPLY WITH FLORIDA BUILDIN 3 CODE BUILDING 2014 AND FLORIDA CITY OF ATLANTIC BEACH LADDER
BUILDING CODE RESIDENTIAL 2014 TOGETHER WITH LATEST REVIS ONS AND ANSI/NSPi NATIONAL
STANDARD-5 FOR RESIDENTIAL INGROUND SWIMMING POOLS AND ANSI/NSPI NATIONAL STANDARD-3 FOR SEE PERMITS FOR ADDITIONAL
PERMANENTLY INSTALLED RESIDENTIAL SPAS AND THE NATIONAL ELECTRIC CODE-LATEST. MINIMUM REINFORCEMENT#3 TYPICAL POOL 3'TO 8'DEEP SEEA- � -�S AND CONDITIONS Z CROSS
3. ALL POOL PIPING TO BE SCHEDULE 40 OR 80 PVC BEARING NSF APPROVAL UNLESS OTHERWISE NOTED. BARS SPACED 10"O.C.E.W. BRACE
4. THE DESIGN ENGINEER ASSUMES NO RESPONSIBILITY FOR POOL CONSTRUCTION IN EASEMENTS OR TYPICAL RECOMMENDED
REQUIRED SETBACK AREAS. POOL CONTRACTOR AND/OR OWNER SHALL VERIFY LAYOUT AND ALL REVIEWED BY: DATE:
DIMENSIONS SHOWN PRIOR TO CONSTRUCTION. 8"-11"
5. CONTRACTOR SHALL DETERMINE LOCATION OF ALL UTILITIES IN RELATION TO POOL AND ITS EQUIPMENT AND SHOTCRETE STEPS OR
ENSURE MINIMUM CLEARANCE IN ACCORDANCE WITH LOCAL REGULATIONS AND ORDINANCES, BENCHES AS NEEDED
----_________,
6. CONTRACTOR SHALL PROVIDE ADEQUATE TEMPORARY FENCING ROUND CONSTRUCTION AREA TO
PREVENT UNAUTHORIZED ENTRY INTO POOL AREA. ESCUTCHEON PLATE 3"-6"
7. IF A MANUAL FILL WATER SUPPLY IS PROVIDED,A MINIMUM 3"ATMOSPHERIC BREAK WILL BE PROVIDED. IF _ _ _ _ J18"
WATER
AN AUTOFILL ASSEMBLY IS INSTALLED,A BACKFLOW PREVENTER WILL BE REQUIRED ON THE POTABLE ANCHOR SOCKET LEVEL
WATER LINE USED TO SUPPLY THE POOL. RADIUS 8. ALL STRUCTURAL,FILTRATION,AND ELECTRICAL DETAILS OUTLIN D IN THESE DRAWINGS ALSO RELATE TO EXTRA TRANSVERSE
SPA CONSTRUCTION. REINFORCEMENT-#3 10'LENGTH NDISTURBED
9. ALL POOL AND SPA HEATERS SHALL BE EQUIPPED WITH A READIL ACCESSIBLE ON-OFF SWITCH MOUNTED SPACED ON 10"CENTERS c� OIL(NO VOIDS) LADDER TREADS
OUTSIDE THE HEATER TO ALLOW THE HEATER TO BE SHUT OFF WI HOUT ADJUSTING THE THERMOSTAT BETWEEN MAIN BARS, SHALL BE
SETTING AND TO ALLOW RESTARTING WITHOUT RE-LIGHTING THE PILOT LIGHT. EFFICIENCY RATINGS MUST CENTERED ON TRANSITION(MAY RUBBER BUMPER SLIP-RESISTANT
COMPLY WITH THE FLORIDA ENERGY CONSERVATION CODE. BE ELIMINATED IF NO POOL WALL
10. TO EMPTY THE POOL FOR ANY REASON,THE HYDROSTATIC UPLIFT PRESSURE MUST BE ELIMINATED. THE TRANSITION EXISTS)
143 DIAGONAL,E.W.AT DRAIN
OWNER MUST CONSULT A CONTRACTOR EXPERIENCED IN ELIMINATING UPLIFT PRESSURE. CONTRACTOR SIMILAR TO LIGHT NICHE DETAIL -r
SHOULD CONSIDER INSTALLATION OF GRAVEL BED WITH UNDERD AIN PUMPING SYSTEM IN AREAS WHERE 6"MIN.
GROUNDWATER COULD RESULT IN UPLIFT PRESSURES THAT COULD FLOAT POOL OUT OF THE GROUND.. LONGITUDINAL POOL SECTION TYPICAL SWIMOUT DETAIL LADDER DETAIL
11. THE RESIDENTIAL SWIMMING POOL BARRIER AND/OR ITS COMPLIANT SAFETY COMPONENTS SHALL BE IN NTS
PLACE PRIOR TO FILLING OF THE POOL. FRC R4101.17 N.T.S. N.T.S.
12, CODE VIOLATIONS FOUND DURING INSPECTION ARE REQUIRED TO BE CORRECTED. PLAN/PERMIT ISSUANCE FLOOR REINF.AS PER
DOES NOT GRANT APPROVAL OF A CODE VIOLATION. 2014 FRC 109.
STANDARD PLAN
13. A HYDROSTATIC RELIEF VALVE SHALL BE INSTALLED IN POOLS LOCATED IN AREAS WHERE THE GROUND
WATER TABLE OR POTENTIAL PERCHED WATER INTERSECTS THE F OOL DURING ANY PERIOD OF ANY GIVEN THE FOLLOWING TABLE PROVIDES MAXIMUM FLOW
YEAR. THROUGH SCH 40 PVC PIPE WITHOUT EXCEEDING THE
ADJUSTABLE FLOOR INLET. MAXIMUM STANDARDS FOR VELOCITY(FT/SEC) -TO PUMP I I-III
STRUCTURAL NOTES AFTER FULL CLOSE,BACK OPEN III_
FINISHED POOL 1/2 TURN.(FLOOR INLETS SHALL PIPE SIZE 6 FT/S 8 FT/S 10 FT/S -
1. ALL REINFORCING STEEL TO CONFORM TO ASTM 615 GRADE 40. R:INFORCING SHALL BE#3 BARS AT 10"ON FLOOR BE FLUSH WITH POOL FLOOR.) 1" 16 GPM 21 GPM 26 GPM - 2-#3 BARS BENT
CENTER EACH WAY WITH 15"LAP JOINT IN WALLS AND FLOORS UP TO 6 FEET DEPTH. BETWEEN 6'0"AND 10'0", AS SHOWN EACH
USE#3 BARS AT 5"ON CENTER VERTICALLY STARTING AT 3'0"DEP H IN THE AREA OF THE POOL OVER U IN 1y" 37 GPM 50 GPM 62 GPM 1 1/2"DIA. -III I I WAY AND LAPPED
TOTAL DEPTH. (ALTERNATE: #4 BARS AT 12"ON CENTER EACH WAY WITH 20"LAP JOINT IN WALLS AND FLOORS 62 GPM 82 GPM 103 GPM HYDROSTATIC RELIEF 18"WITH FLOOR
UP TO 6 FEET IN DEPTH;BETWEEN 6'0"AND 10'0",USE#4 BARS AT 6"ON CENTER VERTICALLY STARTING AT 3'0" I 2" -I I REINFORCEMENT.
DEPTH IN THE AREA OF THE POOL OVER 6'0"IN TOTAL DEPTH). NO'E APPLIES TO NORMAL,NON-EXPANSIVE 2y
I - PIPE BOTTOM 12"
-I( " 88 GPM 117 GPM 146 GPM IIII I- MIN.3"
SOILS ONLY. NORMAL SOILS ARE ASSUMED TO POSSESS EQUIVAL-NT FLUID PRESSURE OF 35 PCF AND UNIT SUPPLY HEADER PERFORATED.(SEE CLEARANCE
3" 138 GPM 181 GPM 227 GPM GENERAL NOTE 13) - I FROM EARTH
WEIGHT OF 120 PCF. IF CONCRETE IS CAST AGAINST BARE EARTHWITHOUT SEPARATION BARRIER,MINIMUM "
COVER SHALL BE 3";WITH A BARRIER(STEELTEX)BETWEEN CONCRETE AND EARTH,MINIMUM COVER SHALL BE 4" 234 GPM 313 GPM 392 GPM
2" NOTE: ]I
3/4"-1-1/2"
(-I III
2. POOL WALLS SHALL BE MIN.6"THICK AND FLOORS SHALL BE MIN. DRAIN ROCK'THICK AND SHALL BE PNEUMATICALLY CONCRETE ENCASEMENT OCCURS 6 534 GPM 712 GPM 900 GPM
APPLIED CONCRETE WITH A COMPRESSIVE STRENGTH OF 4,000 PSI IN 28 DAYS. CONCRETE DECK SHALL BE ONLY AT THE RETURN FITTING. PUMP SIZE WILL VARY DEPENDING ON THE PUMP .0
2,500 PSI. CONCRETE CONSTRUCTION WILL CONFORM TO ACI STANDARD 318. MINIMUM WALL THICKNESS MUST SPECIFICATION AND THE TOTAL DYNAMIC HEAD FOR THE _
BE INCREASED FOR DEPTHS GREATER THAN 8'0". NOTE APPLIES T I"NORMAL"SOILS ONLY. SPECIFIC POOL NEEDS.
3. POOL OR PATIO SHALL BEAR ONLY ON ROCK OR CLEAN SAND,WH
I;H SHALL BE COMPACTED TO PROVIDE A POOL FLOOR INLET DETAIL -)
STRUCTURALLY SAFE BEARING CAPACITY. ANY UNSUITABLE MATERIAL ENCOUNTERED IN EXCAVATION SHALL N T S. MAIN DRAIN DETAIL 24"SQ
BE REMOVED IN ITS ENTIRETY AND THE AREA SHALL BE BACKFILLED WITH ACCEPTABLE MATERIAL AND
N.T.S. ORO
PROPERLY COMPACTED. WHERE UNSUITABLE MATERIAL CANNOT E REMOVED,THE POOL MUST BE
REDESIGNED. PLANS EXPIRE: PLANS VALID FOR-THIS
4. SOILS SHALL HAVE MINIMUM BEARING VALUE OF 1000 PSE,1500 PS FOR FREESTANDING WALL.
5. THE CONTRACTOR MUST PROTECT EXISTING STRUCTURES FROM FAILURE BY ACCEPTABLE METHODS. THE
DESIGN ENGINEER ACCEPTS NO RESPONSIBILITY FOR THE SAFETY OF EXISTING STRUCTURES. CONTRACTOR BUILDING DEPT. ONLY:
SHOULD CONSULT WITH A STRUCTURAL ENGINEER IF EXISITING STRUCTURES HAVE THE POTENTIAL TO
INFLUENCE FORCES ON THE POOL WALL,OR VICE VERSA. ° OCTOBER 24
6. SHOTCRETE(WET OR DRY)SHALL BE PROPORTIONED AND PLACE ACCORDING TO UBC SECTION 1922 AND ACI �.:;', f
506. CEMENT TO AGGREGATE,IN DRY WEIGHT,SHALL NOT BE LES THAN FIVE TO ONE. WATER LEVEL(CENTER 2017 C i TY 0 F JACKSONVILLE FL
7. SHOTCRETE SHALL NOT BE APPLIED IF AMBIENT AIR TEMPERATURE.IS LESS THAN 40F AND FALLING,OR IF LINE OF SKIMMER)
TEMPERATURE IS GREATER THAN 100F. NEVER APPLY SHOTCRETE IN HEAVY RAIN.
8. SUBSTRATE SHOULD BE FOG-SPRAYED WITH WATER PRIOR TO SHOTCRETE APPLICATION TO ALLOW HYDRATION
AND LIMIT RAPID DRYING OF CONCRETE,AND TO COOL REINFORCEMENT STEEL. SPRING LOADED VERTICAL EQUALIZER FITTING
9. IF FLOOR IS TO BE POURED AND WALLS CONSTRUCTED WITH SHOT RETE,THE FLOOR SHALL BE POURED PRIOR CHECK EQUALIZER VALVE W/VGB-COMPLIANT TL- '` RESIDENTIAL
TO CONSTRUCTION OF THE WALLS. FOR SHOTCRETE FLOORS,APPLICATION SHOULD COMMENCE IN CORNERS GRATE(IF INSTALLED) GENERAL NOTES AND
AND WORK TOWARDS THE CENTER OF THE POOL FOLLOWING WALLCONSTRUCTION. TO PUMP SUCTION
VACUUM FITTING-SEE Certificatel4��fiuUlgity No.28177 DETAILS
10. IF EXPANSIVE SOILS(CLAYS)ARE ENCOUNTERED,THE SIDES AND OTTOM OF THE POOL EXCAVATION MUST BE Certificate 7 OAK SUITE 101
IN MOIST CONDITION IMMEDIATELY PRIOR TO PLACEMENT OF SHOTCRETE. NOTE 3 BELOW 43 O O 11 I
ILLa
11. REINFORCEMENT STEEL SHALL MEET ASTM A615-40. LAP SPLICES SHALL BE AT LEAST 40 BAR DIAMETERS. ALL `0aX� ILLa
�g�p 3�aae• vC
BENDS MUST BE SHARP. UBC SECTIONS 1907,1912,AND 1924 SHALL BE USED AS A GUIDELINE. NOTES: `0a� ! • e\�E^r�•• �J �f
• (od
12. LAP SPLICES SHALL BE STACKED INLINE WITH SHOTCRETE SPRAY 1. SKIMMER SHALL BE VENTED TO ATMOSPHERE THROUGH OPENINGS IN THE LID,THROUGH AN
(RECTION,NOT SIDE-BY-SIDE v • � ••. vrs
ENGINEERED VENT PIPE,OR INCORPORATE AN EQUALIZER LINE. e• ; V �,
PERPENDICULAR TO SPRAY. POOLS BY JOHN GARNER
2. EQUALIZER LINES,WHEN USED,SHALL BE LOCATED ON THE WALL WITH THE CENTER NO MORE THAN 18" • e
13. REBAR PLACEMENT SHOULD BE SUCH THAT THE DISTANCE FROM T E INSIDE SHOTCRETE FACE TO REBARBELOW THE MAX.OPERATING LEVEL. IT SHALL BE PROTECTED BY A VGB COMPLIANT COVER/GIRAT£.IF o 7 4 ;' CPC 049389, 1456631, 1457486
SHOULD BE A MINIMUM OF THE TOTAL SHOTCRETE THICKNESS MINUS 3". THE EQUALIZER LINE AND FITTING ARE NOT INSTALLED,THE SKIMMER PORT MUST BE PLUGGED. • 10221 BEACH BLVD.
14. IN AREAS WHERE THE STEEL REINFORCEMENT IS FORCED TOGETH--R DUE TO CURVATURE OF THE WALL,1-#4 3. WHEN USED,VACUUM CLEANER FITTINGS SHALL BE LOCATED IN AN ACCESSIBLE POSITION AT LEAST 6" =_
BAR MAY BE SUBSTITUTED FOR 2-#3 BARS IN ORDER TO MAINTAIN A MINIMUM 2.5 INCH SPACING. AND NO GREATER THAN 12"BELOW THE MINIMUM OPERATIONAL WATER LEVEL AND BE FITTED WITH A e °s JACKSONVILLE, FL 32246
15. UP TO 2"DIAMETER PIPING MAY BE PLACED IN THE LOWER OUTSIDE:CORNER OF THE BOND BEAM PROVIDED A SELF CLOSING,SELF LATCHING FITTING IN ACCORDANCE WITH IAPMO SPS 4. .Q A
16. 904-743-2060
F
MINIMUM OF 1.5 INCH CLEARANCE IS MAINTAINED BETWEEN THE PIPES AND ANY PARALLEL REINFORCEMENT. e� • l�J : Q�
AN ENGINEER SHOULD BE CONSULTED IF UNUSUAL CONDITIONS ARE ENCOUNTERED. SKIMMER AND VACUUM FITTING DETAIL '�Q ° e•. fie.
17. IF A RAISED BOND BEAN EXCEEDS 2'0"AND SERVES AS A RETAINING WALL FOR SOIL,THE RAISED PORTION f •� e �4m
SHOULD HAVE WALL DRAINAGE INSTALLED TO PREVENT BUILD-UP OF HYDROSTATIC PRESSURES. vJvvv, �,(�7,e •'"`• � ��e�°®,� NOT TO SCALE SHEET 1 OF 4 APPROVED BY DWG BY MEL
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3'0"MIN.i EDGE OF OUTLET) 3'0"MIN.(EDGE OF OUTLET)
3'0"MIN.(EDGE OF OUTLET) VELOCITY=6 FT/S OFFICE Cos
SCH 40 SCH 80
SUCTION PIPE MAX FLOW MAX FLOW SINGLE UNBLOCKABLE CHANNEL OUTLET TO SINGLE PUMP
DIAMETER (GPM) (GPM)
2- 63 55
21/2" 90 79
3" 138 124
4" 238 215
6" 540 488
OUTLETS IN PARALLEL TO ONE PUMP OUTLETS IN ARALLEL TO DUAL PARALLEL OUTLETS TO TWO PUMPS
PUMPS IN PARALLEL
SINGLE UNBLOCKABLE CHANNEL OUTLET TO TWO PUMPS
NOTES:
1. DUAL OUTLETS SHALL BE SEPARATED BY MINIMUM 3 FEET FROM UTSIDE EDGE TO OUTSIDE EDGE OF OUTLET.
ANY SHAPE
2. TEE ON THE SUCTION MANIFOLD SERVING THE OUTLETS SHALL B LOCATED MIDWAY BETWEEN THE OUTLETS WITH FLOW OUT OF THE BRANCH OF THE TEE.
3. THE FLOW RATING OF EACH COVER/GRATE SHALL BE AT LEAST E UAL TO THE SYSTEM'S MAXIMUM FLOW RATE.
4. OUTLETS MAY BE LOCATED ON SEPARATE PLANES IN LIEU OF TH 3'0"SEPARATION REQUIREMENT,I.E.ONE(1)ON THE BOTTOM AND ONE(1)ON THE
VERTICAL WALL,OR ONE(1)EACH ON TWO(2)SEPARATE VERTICAL WALLS.
..mpi
DUAL SUCTION OUTLET ARRANGEMENTS
LARGE UNBLOCKABLE OUTLET OF ANY SHAPE TO SINGLE PUMP
NOTES:
3'0"MIN.(EDGE OF OUTLET) 3'0"MIN.(EDGE OF OUTLET) 3'0"MIN.(EDGE OF OUTLET) 1. SINGLE CHANNEL OUTLET: 3"OR GREATER IN WIDTH AND 31"OR GREATER IN LENGTH(APPLIES TO PERFORATED AREA).
2. SINGLE UNBLOCKABLE OUTLET: SHALL BE OF ANY SIZE AND SHAPE SUCH THAT A REPRESENTATION OF THE TORSO OF THE
99TH PERCENTILE ADULT MALE CANNOT SUFFICIENTLY BLOCK IT TO THE EXTENT THAT IT CREATES A BODY SUCTION
ENTRAPMENT HAZARD. THE TORSO IS REPRESENTED AS A RECTANGLE 18"X 23"WITH CORNERS OF RADIUS 4".
SINGLE UNBLOCKABLE SUCTION OUTLET ARRANGEMENTS
2"90"BEND(TYP.
2"TEE OF 2)
12"AIR GAP(MIN.)
MAXIMUM UNDERWATER
OUTLETS IN PARALLEL OUTLETS IN PARALLEL OUTLETS IN PARALLEL LENGTH OF VENT PIPING:30 2"V ENT
SYMMETRIC PIPING ECCENTRICALLY TAPPED PIPING LOOPED PIPING FEET GTOAIRGAPFROM TEE ON PIPING
SUCTION PIPING TO AIR GAP
SCREEN VENT TO PROHIBIT
INSECT ENTRY OR CLOGGING.
NOTES: LABEL VENT AS FOLLOWS:"POOL
1. THE OUTERMOST OUTLETS SHALL BE SEPARATED BY MINIM M 3 FEET FROM OUTSIDE EDGE TO OUTSIDE EDGE OF OUTLET. TO SUCTION PIPING SAFETY DEVICE-DO NOT HANDLE"
2. TEE ON THE SUCTION MANIFOLD SERVING THE OUTLETS SH LL BE LOCATED MIDWAY BETWEEN TWO OF THE OUTLETS WITH FLOW OUT OF THE BRANCH OF THE TEE.
3. THE SUM OF THE FLOW RATINGS OF THE COVERSIGRATESE HALL BEAT LEAST TWICE THE SYSTEM'S MAXIMUM FLOW RATE.
VENT LINE DETAIL
THREE-OR-MORE SUCTION OUTLET ARRANGEMENTS SUCTION OUTLET
PLANS EXPIRE: PLANS VALID FOR THIS
NOTES: DEBRIS OUTLET MOUNTED BUILDING DEPT. ONLY:
1. ALL COVERS/GRATES SHALL COMPLY WITH ANSI/ASME Al 12.19.8-LATEST,"SUCTION FITTINGS FOR USE IN IN POOL FLOOR OCTOBER 24,
SWIMMING POOLS,WADING POOLS,SPAS AND HOT TUBS." RECOMMENDED: 3RATES SHOULD BE INSTALLED
WITH SUFFICIENT OPEN AREA TO ENSURE A MAXIMUM VELOCITY OF 1.5 FT/S I HROUGH THE GRATE(S). 201 7 CITY O F JACKSONVILLE, F L
2. SUCTION OUTLETS SHALL BE INSTALLED IN ACCORDANCE WITH ANSI/APSP-7, TEST. THE FOLLOWING
METHODS TO AVOID ENTRAPMENT ARE IN ACCORDANCE WITH ANSI/APSP-7: )SURFACE SKIMMING OR
OVERFLOW SYSTEMS THAT PROVIDE 100%OF THE REQUIRED SYSTEM FLOW;B)DUAL SUCTION OUTLET
SYSTEMS;C)THREE-OR-MORE SUCTION OUTLET SYSTEMS;D)SINGLE UNBLOCKABLE SUCTION OUTLET
SYSTEMS;E)SINGLE OUTLET SWIM JET SYSTEMS(TESTED AND LISTED AS CO 14FORMING TO ASME/ANSI SEE NOTE 1 BELOW RESIDENTIAL
Al 12.19.8);F)SINGLE OUTLET-ALTERNATIVE SYSTEMS(IN ACCORDANCE WIT ANSI/ASME Al 12.19.8-LATEST amat
AND ASTM F2387-04);G)GRAVITY FLOW TO A VENTED COLLECTOR TANK;H)O JTLET SUMPS IN SERIES;1)OR SUCTION OUTLET NOTES
OTHER MEANS THAT MEET THE INTENTS AND REQUIREMENTS OF ANSI/APSP- AND IS APPROVED BY THE Certificate of Authority No.28177
AUTHORITY HAVING JURISDICTION. CIRCULATION LINE TO LEAF 4337 PABLO OAKS COURT,SUITE 101 AND DETAILS
3. BRANCH SUCTION PIPING(DEFINED AS THE PIPING SERVING THE SUCTION OL TLETS)SHALL BE SIZED TO CANISTER/RECIRCULATION JACKk'V,`ALt§ln#,,
ALLOW MAXIMUM VELOCITY OF SIX(6)FEET PER SECOND WHEN ONE OF A PAIR IS BLOCKED. ALL OTHER
PUMP 42973�/ �6b 3fZ36
SUCTION PIPING SHALL BE SIZED TO ALLOW MAXIMUM VELOCITY OF EIGHT(8)FEET PER SECOND. NOTE: MINIMUM PIPE LENGTH 18" co
4. POOLS OR SPAS SHALL NOT BE OPERATED IF SUCTION OUTLET GRATE IS MIS 3ING,BROKEN,OR LOOSE.
5. SUCTION INLETS SHALL BE PLUMBED SUCH THAT WATER IS DRAWN THROUGH THEM SIMULTANEOUSLY '�� °°°°®°• ®•cecos° `"° POOLS BY JOHN GARNER
THROUGH A COMMON LINE TO THE PUMP. 1. ONE OF THE FOLLOWING OPTIONS IS REQUIRED BETWEEN THE DEBRIS SUCTION OUTLET AND THE PUMP: A) °° f
6. SUCTION OUTLET PORT MUST BE SAME DIAMETER OR LARGER THAN SUCTfO PIPE EXITING OUTLET. ONE(1)ADDITIONAL SUCTION OUTLET WITH A LISTED COVER/GRATE LOCATED A MINIMUM OF 18"FROM THE ,�o' a! eQ'� CPC 049389, 1456631,1457486
7. FIELD BUILT SUMPS SHALL BE CONSTRUCTED SUCH THAT THE OPENING OFT E SUCTION PIPE WILL BE NO TEE IN THE SUCTION LINE TO THE PUMP(S);B)AN ENGINEERED VENT SYSTEM;C)A LISTED MANUFACTURED
CLOSER THAN 1.5 TIMES ITS INSIDE DIAMETER FROM THE BOTTOM OF THE C VER/GRATE OR SUCH THAT THE SAFETY VACUUM RELEASE SYSTEM. ® 6 14 10221 BEACH BLVD.
SUMP IS OF THE DESIGN SPECIFIED BY THE COVER/GRATE MANUFACTURER 10 CONTROL FLOW THROUGH * • e w JACKSONVILLE, FL 32246
THE OPEN AREA OF THE COVER/GRATE. • v
OUTLET SUMPS IN SERIES pL :•�q6: 904-743-2060
✓;� °°°, ®i DWG-BY: MAC
ORIS,• .�C�:`P NOT TO SCALE SHEET 3 OF 4 APPROVED BY: JEL