1781 ATLANTIC BEACH DR - POOL DRAWINGS " GENERALNOTES
1. FOR POOL PLAN,SIZE,DECK EXTENTS,SPECIAL DETAILS,SEE CONT TOR'S POOL PLAN
2. ALL POOL CONSTRUCTION SHALL COMPLY WITH FLORIDA BUILDING C DDE BUILDING 2014 AND FLORIDA LADDER
BUILDING CODE RESIDENTIAL 2014 TOGETHER WITH LATEST REVISION 3 AND ANSI/NSPi NATIONAL
STANDARD-5 FOR RESIDENTIAL INGROUND SWIMMING POOLS AND AN I/NSPI NATIONAL STANDARD-3 FOR
PERMANENTLY INSTALLED RESIDENTIAL SPAS AND THE NATIONAL ELE TRIC CODE-LATEST. MINIMUM REINFORCEMENT#3 SEE STRUCTURAL NOTE 5 CROSS
3. ALL POOL PIPING TO BE SCHEDULE 40 OR 80 PVC BEARING NSF APPRC VAL UNLESS OTHERWISE NOTED. BARS SPACED 10"O.C.E.W. TYPICAL POOL T TO 8'DEEP BRACE
4. THE DESIGN ENGINEER ASSUMES NO RESPONSIBILITY FOR POOL CON TRUCTION IN EASEMENTS ORF--1 ATYPICAL
RECOMMENDED
REQUIRED SETBACK AREAS. POOL CONTRACTOR AND/OR OWNER SHALL VERIFY LAYOUT AND ALL \ = N
DIMENSIONS SHOWN PRIOR TO CONSTRUCTION. ` 8"-11"
5. CONTRACTOR SHALL DETERMINE LOCATION OF ALL UTILITIES IN RELA ION TO POOL AND ITS EQUIPMENT AND SHOTCRETE STEPS OR
ENSURE MINIMUM CLEARANCE IN ACCORDANCE WITH LOCAL REGULA IONS AND ORDINANCES. BENCHES AS NEEDED---__________,
6. CONTRACTOR SHALL PROVIDE ADEQUATE TEMPORARY FENCING ARO ND CONSTRUCTION AREA TO
PREVENT UNAUTHORIZED ENTRY INTO POOL AREA.
7. IF A MANUAL FILL WATER SUPPLY IS PROVIDED,A MINIMUM 3"ATMOSP.ERIC BREAK WILL BE PROVIDED. IF _ _ _ _
ESCUTCHEON PLATE 3-6 WATER
AN AUTOFILL ASSEMBLY IS INSTALLED,A BACKFLOW PREVENTER WILLBE REQUIRED ON THE POTABLE ANCHOR SOCKET LEVEL
WATER LINE USED TO SUPPLY THE POOL. \ RADIUS
8. ALL STRUCTURAL,FILTRATION,AND ELECTRICAL DETAILS OUTLINED I THESE DRAWINGS ALSO RELATE TO \ J18"
EXTRA TRANSVERSE NDISTURBED
SPA CONSTRUCTION, REINFORCEMENT-#3 10'LENGTH
9. ALL POOL AND SPA HEATERS SHALL BE EQUIPPED WITH A READILY ACCESSIBLE ON-OFF SWITCH MOUNTED SPACED ON 10"CENTERS NOIL(NO VOIDS) LADDER TREADS
OUTSIDE THE HEATER TO ALLOW THE HEATER TO BE SHUT OFF WITH T ADJUSTING THE THERMOSTAT BETWEEN MAIN BARS, SHALL BE
SETTING AND TO ALLOW RESTARTING WITHOUT RE-LIGHTING THE PIL T 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 PRI-SSURE MUST BE ELIMINATED. THE TRANSITION EXISTS)
OWNER MUST CONSULT A CONTRACTOR EXPERIENCED IN ELIMINATING1-#3 DIAGONAL,E.W.AT DRAIN
UPLIFT PRESSURE. CONTRACTOR SIMILAR TO LIGHT NICHE DETAIL
SHOULD CONSIDER INSTALLATION OF GRAVEL BED WITH UNDERDRAIN PUMPING SYSTEM IN AREAS WHERE 6"MIN.
GROUNDWATER COULD RESULT IN UPLIFT PRESSURES THAT COULD F OAT POOL OUT OF THE GROUND.. LONGITUDINAL POOL SECTION TYPICAL SWIMOUT DETAIL LADDER DETAIL
11. THE RESIDENTIAL SWIMMING POOL BARRIER AND/OR ITS COMPLIANT S FETYCOMPONENTS 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 109.1
STANDARD PLAN
13. A HYDROSTATIC RELIEF VALVE SHALL BE INSTALLED IN POOLS LOCATED IN AREAS WHERE THE GROUND
s
WATER TABLE OR POTENTIAL PERCHED WATER INTERSECTS THE POOL DURING ANY PERIOD OF ANY GIVEN THE FOLLOWING TABLE PROVIDES MAXIMUM FLOW (�-
YEAR. THROUGH SCH 40 PVC PIPE WITHOUT EXCEEDING i'HE 1 -
ADJUSTABLE FLOOR INLET. MAXIMUM STANDARDS FOR VELOCITY(FT/SEC) TO PUMP I I-_I I I
STRUCTURAL NOTES AFTER
FINISHED POOL 1/2 TURN.(FLOOR INLETS SHHALL PIPE SIZE 6 FT/S 8 FT/S 10 FT/S - L IF
P
1. ALL REINFORCING STEEL TO CONFORM TO ASTM 615 GRADE 40. REINFORCING 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 FEET DEPTH. BETWEEN 67 AND 10'0", AS SHOWN EACH
USE#3 BARS AT 5"ON CENTER VERTICALLY STARTING AT 3'0"DEPTH I THE AREA OF THE POOL OVER U IN 1y" 37 GPM 50 GPM 62 GPM 1 112"DIA. -III I I- WAY AND LAPPED
TOTAL DEPTH. (ALTERNATE: #4 BARS AT 12"ON CENTER EACH WAY ITH 20"LAP JOINT IN WALLS AND FLOORS 2" 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"O CENTER VERTICALLY STARTING AT 3'0" -j REINFORCEMENT.
DEPTH IN THE AREA OF THE POOL OVER 60"IN TOTAL DEPTH). NOTE A PLIES TO NORMAL,NON-EXPANSIVE 2y" 88 GPM 117 GPM 146 GPM PIPE BOTTOM 12" III III MIN.3"
SOILS ONLY. NORMAL SOILS ARE ASSUMED TO POSSESS EQUIVALENT FLUID PRESSURE OF 35 PCF AND UNIT -I SUPPLY HEADER PERFORATED.(SEE CLEARANCE
WEIGHT OF 120 PCF. IF CONCRETE IS CAST AGAINST BARE EARTH WIT 3" 138 GPM 181 GPM 227 GPM GENERAL NOTE 13)OUT SEPARATION BARRIER,MINIMUM I FROM EARTH
COVER SHALL BE 3";WITH A BARRIER(STEELTEX)BETWEEN CONCRET AND EARTH,MINIMUM COVER SHALL BE NOTE: 4" 234 GPM 313 GPM 392 GPM
2" 314„ 1 1/2 I I I I I-
2. POOL WALLS SHALL BE MIN.6"THICK AND FLOORS SHALL BE MIN.6"TH CK AND SHALL BE PNEUMATICALLY CONCRETE ENCASEMENT OCCURS 6" 534 GPM 712 GPM 900 GPM DRAIN ROCK
APPLIED CONCRETE WITH A COMPRESSIVE STRENGTH OF 4,000 PSI IN 8 DAYS. CONCRETE DECK SHALL BE ONLY AT THE RETURN FITTING. PUMP SIZE WILL VARY DEPENDING ON THE PUMP
2,500 PSI. CONCRETE CONSTRUCTION WILL CONFORM TO ACI STANDA D 318. MINIMUM WALL THICKNESS MUST SPECIFICATION AND THE TOTAL DYNAMIC HEAD FORTHE -I _
BE INCREASED FOR DEPTHS GREATER THAN 8'0". NOTE APPLIES TO"N RMAL"SOILS ONLY. POOL FLOOR INLET DETAIL SPECIFIC POOL NEEDS. III III P
3. POOL OR PATIO SHALL BEAR ONLY ON ROCK OR CLEAN SAND,WHICH SHALL BE COMPACTED TO PROVIDE A P
STRUCTURALLY SAFE BEARING CAPACITY. ANY UNSUITABLE MATERIAL ENCOUNTERED IN EXCAVATION SHALL
N.T.S. MAIN DRAIN DETAIL 2a"SQ
BE REMOVED IN ITS ENTIRETY AND THE AREA SHALL BE BACKFILLED WITH ACCEPTABLE MATERIAL AND
N.T.S. OR 0
PROPERLY COMPACTED. WHERE UNSUITABLE MATERIAL CANNOT BER MOVED,THE POOL MUST BE
REDESIGNED.
4. SOILS SHALL HAVE MINIMUM BEARING VALUE OF 1000 PSF,1500 PSF FO R FREESTANDING WALL. PLANS EXPIRE: PLANS VALID FOR THIS
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 PLACED AC ORDING TO UBC SECTION 1922 AND ACI ..:,' ,
506. CEMENT TO AGGREGATE,INDRY NFIVE TOONE. WATERLEVEL(CENTER 2017 CITY OF JACKSONVILLE, FL
7. SHOTCRETE SHALL NOT BE APPLIED
IS IED IF AMBIENT AIR TEMPERATURE IS ESS THAN 40F AND FALLING,OR IF LINE OF SKIMMER)
TEMPERATURE IS GREATER THAN 100F. NEVER APPLY SHOTCRETE IN AVY RAIN.
8. SUBSTRATE SHOULD BE FOG-SPRAYED WITH WATER PRIOR TO SHOTC ETE APPLICATION TO ALLOW HYDRATION ?
AND LIMIT RAPID DRYING OF CONCRETE,AND TO COOL REINFORCEMEN F STEEL. M EQUALIZER FITTING
SPRING LOADED VERTICAL cv W/VGB-COMPLIANT RESIDENTIAL
9. IF FLOOR IS TO BE POURED AND WALLS CONSTRUCTED WITH SHOTCRE E,THE FLOOR SHALL BE POURED PRIOR CHECK EQUALIZER VALVE GRATE(IF INSTALLED)
TO CONSTRUCTION OF THE WALLS. FOR SHOTCRETE FLOORS,APPLICATION SHOULD COMMENCE IN CORNERS TO PUMP SUCTION GENERAL NOTES AND
AND WORK TOWARDS THE CENTER OF THE POOL FOLLOWING WALL CONSTRUCTION. Certificate rPty No.28177
10. IF EXPANSIVE SOILS(CLAYS)ARE ENCOUNTERED,THE SIDES AND BOTTOMOF THE POOL EXCAVATION MUST BE VACUUM FITTING-SEE IP hAu DETAILS
43��N �LO AK SUITE 101
IN MOIST CONDITION IMMEDIATELY PRIOR TO PLACEMENT OF SHOTCRE E. NOTE 3 BELOW /gg
IL ,a ®gg
11. REINFORCEMENT STEEL SHALL MEET ASTM A615-40. LAP SPLICES SHA L BE AT LEAST 40 BAR DIAMETERS. ALL ��`�`�� 3_ �a� g�,�
BENDS MUST BE SHARP. UBC SECTIONS 1907,1912,AND 1924 SHALL BE USED AS A GUIDELINE. NOTES: ao`. �\�j
12. LAP SPLICES SHALL BE STACKED INLINE WITH SHOTCRETE SPRAY DIRECTION,NOT SIDE-BY-SIDE 1. SKIMMER SHALL BE VENTED TO ATMOSPHERE THROUGH OPENINGS IN THE LID,THROUGH AN 0�` \ ' `�! °•• 'e��
PERPENDICULAR TO SPRAY. ENGINEERED VENT PIPE,OR INCORPORATE AN EQUALIZER LINE. `` �+ •e �/ `� POOLS BY JOHN GARNER
13. REBAR PLACEMENT SHOULD BE SUCH THAT THE DISTANCE FROM THE I 2, EQUALIZER LINES,WHEN USED,SHALL BE LOCATED ON THE WALL WITH THE CENTER NO MORE THAN 18"SIDE SHOTCRETE FACE TO REBAR BELOW THE MAX.OPERATING LEVEL. IT SHALL BE PROTECTED BY A VGB COMPLIANT COVER/GRATE.IF _ `t` 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. • 7 4
14. IN AREAS WHERE THE STEEL REINFORCEMENT IS FORCED TOGETHER E UE TO CURVATURE OF THE WALL,1-#4 3. WHEN USED,VACUUM CLEANER FITTINGS SHALL BE LOCATED IN AN ACCESSIBLE POSITION AT LEAST 6" =_ * ; a 10221 BEACH BLVD.
BAR MAY BE SUBSTITUTED FOR 2-#3 BARS IN ORDER TO MAINTAIN A MI 41MUM 2.5 INCH SPACING. AND NO GREATER THAN 12"BELOW THE MINIMUM OPERATIONAL WATER LEVEL AND BE FITTED WITH A - = JACKSONVILLE, FL 32246
15. UP TO 2"DIAMETER PIPING MAY BE PLACED IN THE LOWER OUTSIDE CO NER OF THE BOND BEAM PROVIDED A SELF CLOSING,SELF LATCHING FITTING IN ACCORDANCE WITH IAPMO SPS 4. A•; c e
MINIMUM OF 1.5 INCH CLEARANCE IS MAINTAINED BETWEEN THE PIPES ND ANY PARALLEL REINFORCEMENT. r 904-743-2060
16. AN ENGINEER SHOULD BE CONSULTED IF UNUSUAL CONDITIONS ARE ENCOUNTERED. SKIMMER AND VACUUM FITTING DETAIL ''��0�° 17--* �e�
17. IF A RAISED BOND BEAM EXCEEDS 2'0"AND SERVES AS A RETAINING W LL FOR SOIL,THE RAISED PORTION .dig RIVa. '•` Q��®` DWG.By
UAC
SHOULD HAVE WALL DRAINAGE INSTALLED TO PREVENT BUILD-UP OF H DROSTATIC PRESSURES. 4zee NOT TO SCALE SHEET 1 OF 4
geiE`
JAL
•1R°' APPROVED BY JEL
gEorPlIPPlB!l123§liiii / 6
3'0"MIN (EDGE OF OUTLET) 3'0"MIN.(EDGE OF OUTLET)
3'0"MIN.(EDGE OF OUTLET)
VELOCITY=6 FT 1 S
SCH 40 SCH 80
SUCTION PIPE MAX FLOW MAX FLOW SINGLE UNBLOCKABLE CHANNEL OUTLET TO SINGLE PUMP
DIAMETER (GPM) (GPM)
2" 63 55
2 112" 90 79
3" 138 124
4" 1 238 1 215
6" 1 540 1 488
OUTLETS IN PARALLEL TO ONE PUMP OUTLETS IN PARALLEL TO DUAL PARALLEL OUTLETS TO TWO PUMPS
PUMPS INPARALLEL
NOTES: SINGLE UNBLOCKABLE CHANNEL OUTLET TO TWO PUMPS
1. DUAL OUTLETS SHALL BE SEPARATED BY MINIMUM 3 FEET FROM OUTSIDE EDGE TO OUTSIDE EDGE OF OUTLET.
2. TEE ON THE SUCTION MANIFOLD SERVING THE OUTLETS SHALL 13E LOCATED MIDWAY BETWEEN THE OUTLETS WITH FLOW OUT OF THE BRANCH OF THE TEE. ANY SHAPE
3. THE FLOW RATING OF EACH COVERIGRATE SHALL BE AT LEAST EQUAL TO THE SYSTEM'S MAXIMUM FLOW RATE.
4. OUTLETS MAY BE LOCATED ON SEPARATE PLANES IN LIEU OF TF E 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 VERTIC tL WALLS.
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
E:::
OUTLETS IN PARALLEL OUTLETS IN PARALLEL OUTLETS IN PARALLEL LENGTH OF VENT PIPING:30
FEET FROM TEE ON 2"V ENT
SYMMETRIC PIPING ECCENTRICALLY TAPPED PIPING LOOPED PIPING SUCTION PIPING TO AIR GAP PIPING
SCREEN VENT TO PROHIBIT
NOTES: INSECT ENTRY OR CLOGGING.
1. THE OUTERMOST OUTLETS SHALL BE SEPARATED BY MINIMUM 3 FEET FROM OUTSIDE EDGE TO OUTSIDE EDGE OF OUTLET. TO SUCTION PIPING LABEL VENT IC FOLLOWS:"POOL
2. TEE ON THE SUCTION MANIFOLD SERVING THE OUTLETS 5 ALL BE LOCATED MIDWAY BETWEEN TWO OF THE OUTLETS WITH FLOW OUT OF THE BRANCH OF THE TEE. SAFETY DEVICE-DO NOT HANDLE"
3. THE SUM OF THE FLOW RATINGS OF THE COVERS/GRATES HALL BEAT LEAST TWICE THE SYSTEM'S MAXIMUM FLOW RATE.
VENT LINE DETAIL
THREE-OR- ORE SUCTION OUTLET ARRANGEMENTS SUCTION OUTLET
PLANS EXPIRE: PLANS VALID FOR THIS
NOTES: BUILDING DEPT. ONLY:
DEBRIS OUTLET MOUNTED
1. ALL COVERS/GRATES SHALL COMPLY WITH ANSI/ASME A112.19.8-LATEST,"SU TION FITTINGS FOR USE IN IN POOL FLOOR OCTOBER 24
SWIMMING POOLS,WADING POOLS,SPAS AND HOT TUBS." RECOMMENDED: RATES SHOULD BE INSTALLED ,
WITH SUFFICIENT OPEN AREA TO ENSURE AMAXIMUM VELOCITY OF1.5FT/S ROUGH THEGRATE(S). 2017 CITY OF JACKSONVILLE
2. SUCTION OUTLETS SHALL BE INSTALLED IN ACCORDANCE WITH ANSI/APSP-7,LATEST. THE FOLLOWING , FL
METHODS TO AVOID ENTRAPMENT ARE IN ACCORDANCE WITH ANSI/APSP-7: )SURFACE SKIMMING OR
OVERFLOW SYSTEMS THAT PROVIDE 100%OF THE REQUIRED SYSTEM FLOW 6)DUAL SUCTION OUTLET
SYSTEMS;C)THREE-OR-MORE SUCTION OUTLET SYSTEMS;D)SINGLE UNBLOCKABLE SUCTION OUTLET 7
SYSTEMS;E)SINGLE OUTLET SWIM JET SYSTEMS(TESTED AND LISTED AS CC NFORMING TO ASME/ANSI SEE NOTE 1 BELOW RESIDENTIAL
Al 12.19.8);F)SINGLE OUTLET-ALTERNATIVE SYSTEMS(IN ACCORDANCE WITH ANSI/ASME Al 12.19.8-LATESTTIM
AND ASTM F2387-04);G)GRAVITY FLOW TO A VENTED COLLECTOR TANK;H)CUTLET SUMPS IN SERIES;1)OR SUCTION OUTLET NOTES
OTHER MEANS THAT MEET THE INTENTS AND REQUIREMENTS OF ANSI/APSP-I 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 OUTLETS)SHALL BE SIZED TO s o t
CANISTER/RECIRCULATION JACK�6IC�L,�C§f23+#5J.-
ALLOW MAXIMUM VELOCITY OF SIX(6)FEET PER SECOND WHEN ONE OF A PAIR IS BLOCKED. ALL OTHER PUMP 9111" L, AFib 32 36
SUCTION PIPING SHALL BE SIZED TO ALLOW MAXIMUM VELOCITY OF EIGHT(8 FEET PER SECOND. MINIMUM PIPE LENGTH 18" l.
54.. SUCTION OR SPAS SHALL LETS SHALL BOE PLUMBED OED TEDH IFSUCTION
TIONWATOUTLET SGRAWN TE IS MIS 3iNG,THEM SIMULTANEOUSLY KEN,ORLOOSE NOTE: �Pm`4 •E ®QOOo
1. ONE OF THE FOLLOWING OPTIONS IS REQUIRED BETWEEN THE DEBRIS SUCTION OUTLET AND THE PUMP: A) G ° 'r POOLS BY JOHN GARNER
THROUGH A COMMON LINE TO THE PUMP.
6. SUCTION OUTLET PORT MUST BE SAME DIAMETER OR LARGER THAN SUCTIOI J PIPE EXITING OUTLET. ONE(1)ADDITIONAL SUCTION OUTLET WITH A LISTED COVER/GRATE LOCATED A MINIMUM OF 18"FROM THE i o o 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 a
14
CLOSER THAN 1.5 TIMES ITS INSIDE DIAMETER FROM THE BOTTOM OF THE C VEP/GRATE OR SUCH THAT THE SAFETY VACUUM RELEASE SYSTEM. ® _ 10221 BEACH BLVD.
SUMP IS OF THE DESIGN SPECIFIED BY THE COVER/GRATE MANUFACTURER 10 CONTROL FLOW THROUGH # • JACKSONVILLE, FL 32246
THE OPEN AREA OF THE COVER/GRATE.
OUTLET SUMPS IN SERIES � 1 ��� 904-743-2060
—T®`•�s qq 6J +®°•\��`o DWG.BY: UAC
® ° ® O R S \' NOT TO SCALE
® G1 SHEET SHEET 3 OF 4 APPROVEDBY: JEI