SELVA MARINA CC NOTE: OPENING MAY BE CONSTRUCTED„
AT EITHER END OR BOTH ENDS AS SOLID SOD
00 SHOWN ON PLAN TYPE C
' TOP OF BANK
;n _x A 28"x 36" GRATE V.28"x 36" GRATE
cy Z
�
71) x ¢ SEE PLAN - 4
N
FOR SIZE 1
00
OF OPENING
A �Y-:SEGTION "AA" END VIEW
8" 2'-0" 8" `BOTTOM OF BASIN BASIN 1 HWL=6.00 BOT.=5.00 I TOP=7.00
2 1 /4"- 2 1 /4"
2 -0 ' , BASIN 2 HWL=5.35 BOT.=4.75 TOP-6.00
ds
ALL EXPOSED CORNERS
11 V AND EDGES TO BE
CHAMFERED 3/4" DETAILS OF OPENINGS IN DITCH BOTTOM INLETS
NOTE: CONC. DESIGN N
STRENGTH 4,000 P.S.I.
2"x2"x1/4" ANGLE
IRON SEAT
ff i 2%2%1/4" ANGLE '
8 'I* 8 No. 4 C� 12" Q:C. B.W. A 36 STEEL
V) 0 • BASIN 1 AND 2
"RAM-NEK" JOINTS
TYPICAL RETENTION AREA SECTION
WHEN REQUIRED �--- WELD ALL AROUND N.T.S.
PIPE MUST NOT BE IN 1 /2"'/Q ANCHOR STEEL ROD
CONSTRUCTION JOINT •- 1/2" / FT. 3 REQUIRED
I•
No. 4 ® 12" O.C. B.W.
ot
S�
00 �,. • •
MIN. BEARING CAPACITY No. 4 ® 6" O.C. B.W. GENERAL NOTES:
2,000 P.S.F. .
ALL WORK AND MATERIAL SHALL COMPLY WITH THE LATEST CITY OF
JACKSONVILLE/ STANDARDS AND SPECIFICATIONS AS MODIFIED
GRATE SEAT DETAIL HEREIN.
" " DETAILS FOR TYPE , "C" INLETS 2• ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED. EXCEPT AS
STORM SEWER TYPE C INLETSHOWN TO BE 507DED.
N
N.T.S.
.T.S. NO TREE WITH A
,TRUNK OF MORE THAT SIX (6") INCHES IN DIAMETER
i -
s SHALL BE 'REMOVED WITHOUT A PERMIT (SECTION 23--18 ATLANTIC BEACH
{ CITY ORDI ANCE).
No. 6 REINF. BAR z
G=4D PERFORM QLL CLEARING AND GRUBBING, EXCAVATION, FILLING, BACK-
FILLING AND GRADING INDICATIED ON THE DRAWINGS AND AS NECESSARY
6"
2 TYP. TO ACCOMPLISH THE WORK.
5 �
5. EXCAVATED MATERIAL THAT IS SUITABLE AS DETERMINED BY AN
5 PAVING AND DRAINAGE NOTES: y h ENGINEER MAY BE USED FOR FILLING AND BACK-FILLING. OBTAIN
3 D o B ADDITIONAL MATERIAL, IF NECESSARY, FROM BORROW AREAS
1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING AND DESIGNATED BY AN ENGINEER.
� PROTECTING EXISTING UTILITIES AND STRUCTURES UNTIL *ALL '
ELEVATION ..
CONSTRUCTION IS COMPLETE. THE CONTRACTOR SHALL REPAIR OR PAY 6. UNSUITABLE MATERIAL IN PAVEMENT SUB-GRADE SHALL BE REMOVED TO
I FOR ALL DAMAGES MADE TO EXISTING FACILITIES AND STRUCTURES. A DEPTH OF THREE (3) FEET BELOW GRADE AND 2.5 FEET BEYOND EDGE
�-� --I OF PAVEMENT. BACKFILL WITH SUITABLE MATERIAL,
SIDE VIEW 2. ALL UNDERGROUND UTILITIES MUST BE INSTALLED PRIOR TO
PREPARATION OF SUBGRADE. 7. EXCAVATION LIKELY TO DISLOCATE, DAMAGE OR IMPAIR THE STRENGTH
OF OTHER STRUCTURES ALREADY IN PLACE SHALL BE DONE ONLY AFTER
3. ALL EXCAVATION SHALL BE DONE IN A MANNER TO MINIMIZE WATER ADEQUATE PROTECTION HAS BEEN PROVIDED FOR THE IN--PLACE
NOTES: TURBIDITY AND POLLUTION. THE CONTRACTOR SHALL BE RESPONSIBLE STRUCTURES.
1. CHAMFER ALL EXPOSED EDGES 3/4". FOR THE PREVENTION, CONTROL AND ABATEMENT OF EROSION AND
WATER POLLUTION 1N ACCORDANCE WITH CHAPTER 17-3, FLORIDA` 8. EXISTING UTILITIES SHOWN ON THESE PLANS ARE APPROXIMATE ONLY. IT
2. MINIMUM BEARING CAPACITY 2,000 P.S.I. ADMINISTRATIVE CODE. SHALL. BE THE CONTRACTOR'S RESPONSIBILITY TO LOCATE AND VERIFY, IN
THE FIELD, THE HORIZONTAL AND VERTICAL LOCATION AND ELEVATIONS
3. WHERE TIE RODS ARE REQUIRED, THE COST OF 4. ALL DRAINAGE. STRUCTURES SHALL BE CONSTRUCTED TO CONFORM WITH OF ALL EXISTING UTILITIES, WHETHER SHOWN OR NOT.
TOP VIEW THE SAME SHALL BE INCLUDED IN THE UNIT TYPICAL SECTIONS, AND DETAILS SHOWN ON THE DRAWINGS.
PRICE BID FOR 3,000 P.S.I. CONCRETE. 9. CLEAR AND .GRUB TO REMOVE STUMPS, ROOTS, TREES, VEGETATION,
5. . THE OWNER -SHALL EMPLOY A TESTING LABORATORY TO JTEST COMPACTION ORGANIC MATERIAL AND OTHER OBSTRUCTIONS TO THE WORK. GRUB OUT
OF FILL, BACKFILL, SUBGRADE AND BASE. PAYMENT FOR ALL TESTS WILL ALL ROOTS LARGER THAN 1 /4" IN DIAMETER, MATTED ROOTS, AND OTHER
TABLE OF DIMENSIONS AND ESTIMATED QUANTITIES BE BY THE OWNER. ONE TEST SHALL BE MADE IN ACCORDANCE WITH ORGANIC MATERIAL AT LEAST 12" BELOW THE SURFACE, WITHIN THE
STRAIGHT DIMENSIONS
ENDWAA FOR PIPE CULVERTS ASSHTO T--M FOR EACH CLASS OF MATERIAL. IN-PLACE DENSITY TESTS GRADING LIMITS SHOWN OH THE DRAWINGS.
S
STRAIGHT
uANTIriEs IN ONE ElvawAL� SHALL BE MADE AS THE WORK PROGRESSES. APPROXIMATELY EVERY 300
_ VALL C.Y. OF FILL AND BACKFILL SHALL BE TESTED. APPROXIMATELY EVERY 500 10. CONTRACTOR SHALL DISPOSE OF ALL TREES, ROOTS, STUMPS, DEBRIS, ETC.,
D G H s E CpNC. PIPE C.M. PIPE C.I. PIPE . S.Y. OF SUBGRADE AND BASE SHALL BE TESTED. AS PART OF HIS CONTRACT.
r--;r r-- T=- T:--
: __ .. ;z
15- 1.2 5�. 2 -3 1 --2 1 -10 1 Q.73 0.76 0.7fi
1 1.8 6 -0'' i 6_�1 -3 1 11 1 -3 0.99 1.03 1.03
4'r1 3.1 "11 T-4'' r= 1 4 1.54 1.61 1.51
STRAIGHT ENDWALL FOR 15"-- 24" PIPE CULVERTS
N.T.S.
Designed Released For Construction /r � � -
Project No.: Drawing
WILCHAR I Connelly & Wicker, Inc. p
"► s2o2--1 1
Drown By Consulting Engineers PARKING IMPROVEMENTS p Cad No.:
PACE p
Checked FOR DETAILS ANIS GENERAL NOTES GENERAL
pScale
.This Drawing Is the properly of Connelly de Wicker Inc. [�p {,,.� ! [� T�i Y '
:L1
L4
KIENTZ and is net to be reproduced or copied in whole or in Jacksonville Beac 1, Florida SELLA MARINA COUNTRY� • 1 CLUB p A5 SHAWN
O.C. part. It is not to be used on any other project and
CONNELLY is to be returned on request. D e� n, Fi• p Date
No. Date Revision By I Reg, Engineer NOV. 1992 Sheet of _�
- - - - _
- - _ -
s
w
- w
-77
KIDDIE POOL EQUIPMENT SCHEDULE
GENERAL NOTES
co
NO. REQ D: ITEM MANUFACTURER CAT. NO. DESCRIPTION O .. w
_ 1 1 MAIN DRAIN HAYWARD SP-1032 12"X12" FRAME AND GRATE CYCOLAC
1. ALL CONSTRUCTION SHALL COMPLY WITH APPLICABLE STATE AND LOCAL CODES.
2 4 SIDEWALL INLET HAYWARD SP-1419-B 11/2"; CYCOLAC ADJUSTABLE '(WITH SP-1022) 2. GUNITE OR SHOTCRETE SHALL BE ONE PART PORTLAND CEMENT TO (4) PARTS
i 3 1 SKIMMER HAYWARD SP-1082 2", CYCOLAC BODX
SAND AND SHALL HAVE A MINIMUM STRENGTH- OF 3000 P.S.I. AT 28 DAYS.
4 1 VACUUM FITTING HAYWARD SP-1022 1 1/2" WITH FILUSH,TYPE PLUG (SP-1022-9) - 3. POOL BOTTOM SHALL BE POURED CONCRETE (3000 P.S.I. MINIMUM)
5 1 EQUALIZER FITTING HAYWARD. SP-1022 1 1/2" WITH GRATE 4. RE-BAR SHALL BE FORMED OF GRADE 40 BILLET STEEL - ASTM A-615. +a
6 1 HYDRO RELIEF VALVE HAYWARD SP-1057 2" BRONZE BODY ti 5. LAP RE-BARS 24" AT CORNERS AND 30 x ROD DIAMETER AT SPLICES MINIMUM. v
7 6. ALL PIPING SHALL BE PRESSURE TESTED 1N PRESENCE OF ENGINEER BEFORE
'� •� � °
_ * 8 1 RECIRC. PUMP STA-RITE P2RA5EL 50 GPM ® 50' TDH, # HP. BACKFILLING OR POURING CONCRETE.7. PIPING SHALL BE SCHEDULE 40 PVC AND SHALL BE IMPRINTED WITH THE o
* 9 1 VACUUM GAUGE 2 1/2" FACE 0-30. Hg MANUFACTURER'S NAME AND THE NSF-PW LOGO FOR POTABLE WATER APPLICATION. w ''
10 1 FILTER ASSEMBLY (VACUUM D/E COMPAC 19" DIA. 14 - ELEMENTS; 52: S.F. FILTER AREA 8. GUTTER DRAIN PIPING SHALL RUN IN GUTTER BEAM WHEREVER POSSIBLE. pro- � •
* 11 1 Flow METER BLUE WHITE cI--3o2ooP 2" 4o T Iso GPM 9. POOL NOT DESIGNED FOR HYDROSTATIC UPLIFT PRESSURE. Iomom� •
10. POOL SHALL BE GROUNDED AS REQUIRED BY LOCAL, STATE CODES AND THE ��■i `
{ * 12 1 CHEMICAL FEEDER HAYWARD C-250CF' `EROSION, CHLORINATORlbs/hr) NATIONAL ELECTRICAL CODE. ELECTRICAL EQUIPMENT WIRING AND INSTALLATION •
�fc 13 1 D/E SEPARATOR PAC FAB 40 S.F. •
* 14 1 AUTO. LEVEL CONTROL COMPAC 1 ss coMPt TE SHALL CONFORM NTH THE NATIONAL ELECTRICAL CODE, 1996 EDITION. •
11. RETURN INLET PIPING SHALL BE PRESSURE TESTED AT 30 P.S.1.
* 15 1 SURGE TANK COM PAC F-60 REINFORCED FIBERCt4SS, 60 GALS., COMPLETE NTH HALVES 12. MAIN DRAIN, GUTTER DRAIN OR SKIMMER DRAIN PIPING SHALL BE TESTED AT j
•, 16 7-FEET T.D.H. ABOVE THE POOL DECK OR AT 3 P.S.I.
17 13. ANY DEVIATION OF APPROVED PLANS MUST BE PRIOR APPROVED BY THE
18 ENGINEER AND THE DEPARTMENT OF HEALTH IN ORDER TO OBTAIN
19 CERTIFICATION BY THE ENGINEER.
14.
20 POOL WASTE WATER SHALL BE DISCHARGED THROUGH AN AIR GAP EITHER TO
SANITARY SEWER, STORM_ SEWER, DRAINFIELDS, OR IN ACCORDANCE WITH THE
LOCAL AUTHORITY.
* ITEMS SUPPLIED WITH PRE-FAB FILTER UNIT F-7. MANUF. BY COMPAC FILTRATION, INC. SEE SHEET 3
15. A RINSE SHOWER SHALL BE PROVIDED ON OR NEAR THE POOL DECK, WITHIN 20
FEET OF THE NEAREST POOL WATERS EDGE.
16. ALL HOSE B1BBS SHALL BE .PROVIDED WITH A VACUUM BREAKER.
17. POOL DECKS SHALL HAVE A-. UNOBSTRUCTED ARES -ATH A., MINIMUM- WIDTH OF ,.
4 FEET AROUND THE PERIMETER OF THE POOL, POOL CURB,- LADDERS, HANDRAILS,
DIVING BOARDS, DIVING TOWERS AND SLIDES. POOL DECKS SHALL BE CONSTRUCTED
OF CONCRETE OR OTHER IMPERVIOUS MATERIAL, 'HAVING A SLIP-RESISTANT
3 FINISH, AND SHALL NOT ALLOW STANDING WATER-. POOL DECKS SHALL SLOPE
ATA MINIMUM OF
2% AWAY FROM POOL (4% MAXIMUM). LOCAL CODES MAY
REQUIRE ADDITIONAL DECK WIDTH, SEE NOTE D. F
18. WALKWAYS BETWEEN THE POOL _DECK AND SANITARY FACILITIES SHALL BE
TF 2EZdINEF 1_MPERVIOUS MATERIAL, SHALL HAVE A
- IINS_IPLlC_TEIZQF �'D�10E�E_
SLIP-RESISTANT FINISH 'AND ,,HALL BE POSITIVELY DRAINED, FOR THE FIRST
r�D F WATER'S E
,_. 15 FEET OF WALKWAY MEASU;.� ROM THS NEAREST POOL WA EDGE.
BR
19. A HOSE BIBB WITH A VACUUs `
FAKER SHALL BE PROVIDED TO AGLOW THE
EXISTING DECK DECK TO BE WASHED DOWN 11TH- POTABLE WATER
20. ARTIFICIAL LIGHTING SHALL BE ` PROVIDED AT ALL SWIMMING POOLS WHICH ARE
TO BE USED AT NIGHT OR DO NOT.HAVE ADEQUATE NATURAL LIGHTING SO -THAT
ALL PORTIONS OF THE POOL, INCLUDING THE BOTTOM, MAY BE READILY SEEN
WITHOUT GLARE.
NEW RINSE SHOWER kXISTING DECK JOINT OUTDOOR POOL LIGHTING - OVERHEAD LIGHTING SHALL PROVIDE A MINIMUM OF
EXISTING EXACT LOCATION BY OWNER THREE FOOT CANDLES OF ILLUMINATION AT. THE POOL WATER SURFACE AND THE
BUILDING WITHIN 2d' OF THE POOL POOL DECK SURFACE. UNDERWATER LIGHTING SHALL BE A MINIMUM OF ONE-HALF
EXISTING SECTION OF NEW FENCE'
DECK To BE REMOVED. � WATT PER SQUARE FOOT OF POOL WATER SURFACE AREA.
`� EXISTING INDOOR POOL LIGHTING - OVERHEAD LIGHTING SHALL PROVIDE A MINIMUM OF J Lu
DECK`� TEN FOOT CANDLES OF ILLUMINATION AT THE POOL WATER SURFACE AND THE 4L> J
r POOL DECK SURFACE. UNDERWATER LIGHTING SHALL BE A MINIMUM OF _ Q
EIGHT-TENTHS WATT PER SQUARE. FOOT OF POOL- SURFACE AREA. Lu
NEW FENCE---� NEW DECK DRAINo UNDERWATER LIGHTING SHALL= UTILIZE TRANSFORMERS AND LOW VOLTAGE CIRCUITS
a WITH EACH UNDERWATER LIGHT BEING GROUNDED THE MAXIMUM VOLTAGE FOR _
EACH LIGHT SHALL BE 15 VOLTS AND THE MAXIMUM INCANDESCENT LAMP SIZE ,
DRAIN TO �- SHALL BE 300 WATTS. . co
OUTFALL NEW POOL DECK 21 . OVERHEAD SERVICE WIRING SHALL NOT PASS WITHIN AN AREA EXTENDING A LL
c.,
w
_ _ y BY OWNER DISTANCE OF TEN FEET HORIZONTALLY AWAY FROM THE INSIDE EDGE OF THE z
POOL WALLS, DIVING STRUCTURES, OBSERVATION STANDS, TOWERS, -OR PLATFORMS. y a 3 Q _
EXISTING TOILET RO S 22. TOILET, SHOWER AND DRESSING ROOM FLOORS SHALL BE CONSTRUCTED OF , m V ui C.>
CONCRETE OR OTHER IMPERVIOUS MATERIALS AND SHALL HAVE A SMOOTH
} SLIP-RESISTANT FINISH. FLOOR SHALL SLOPE A MINIMUM OF TWO INCHES IN C> Lu
NEW WADING Pool TEN FEET TO DRAINS. HOSE BIBBS WITH VACUUM BREAKERS SHALL BE PROVIDED Z m
` 12'x ts' : o FOR FREQUENT CLEANING. CARPETS AND DUCKBOARDS ARE PROHIBITED. THE Z
I I :2 INTERSECTION BETWEEN THE FLOOR AND WALLS MUST BE COVED.
FOOTBATHS ARE PROHIBITED. Z
23. THE VERTICAL CLEARANCE ABOVE POOL DECKS AND ABOVE NON-DIVING POOL act Z
WATER SURFACE AREAS SHALL BE AT LEAST 7 FEET. J 'Q
1 24. WHERE VEHICLE TRAFFIC AREAS ARE ADJACENT TO THE POOL DECK, SUITABLE ,J
• TRAFFIC BARRIERS SHALL BE PROVIDED SO THAT NO PORTION OF THE VEHICLE
I EXISTING FENCE SHALL _EXTEND OVER THE DECK. Q Lu
25. THE ENTRANCES OF TOILET ROOMS SHALL BE LABELED TO DEPICT EACH SEX.
26. CHEMICALS SHALL BE STORED IN A COOL, : DRY, AND WELL VENTILATED AREAco
UNDER A ROOF AND THE AREA SHALL BE INACCESSIBLE TO THE PUBLIC.
NEW FILTER UNIT27. FOOD, DRINK AND GLASS CONTAINERS ARE PROHIBITED 1N THE POOL ANDUJI
FOR WADING POOL
THE POOL WET DECK AREA. FOOD OR DRINK SERVICE FACILITIES SHALL NOT BE
---- - MIN. MIN• LOCATED WITHIN TWELVE FEET OF THE INNER EDGE OF THE POOL DECK.
28. WHEN SANITARY FACILITIES ARE NOT VISIBLE FROM ANY PORTION OF THE POOL
DECK, SIGNS SHALL BE POSTED SHOWING DIRECTIONS TO THE FACILITIES.
THESE DIRECTIONS SHALL BE LEGIBLE FROM ANY PORTION' OF THE POOL DECK
sEl_vA MARINA COUNTRY ctuB AND THE LETTERING SHALL BL A MINIMUM OF ONE INCH HIGH.
` 1600 MVA MARINA DRIVE 29. ALL PLASTIC PIPING EXPOSED ATO SUNLIGHT SHALL BE COATED FOR UV PROTECTION.
OO ATLANTIC BEACH, FLORIDA 32233 30. TEST KITS ARE REQUIRED AT . ALL POOLS4 TO DETERMINE FREE ACTIVE CHLORINE
PL AREA SITE PLAN
AND TOTAL CHLORINE USING N,N-DIETHYL=P-PHENYLENADIAMlNE(DPD), OR
BROMINE LEVEL, TOTAL ALKA�._,NITY, CALCIUM HARDNESS, AND PH.
NOT TO SCALE -
- _ • 31. ACTIVITY ACCESSORIES SUCH, r s VOLLEYBALL AND BASKETBALL NETS MAY BE
USED FOR DESIGNATED TIMES PROVIDED A CLEAR FOUR FOOT DECK AREA 1S
t , MAINTAINED BEHIND THE STRUCTURES. WHEN 'THE POOL IS OPEN FOR GENERAL
USE SUCH ACCESSORIES MUST BE REMOVED.
r THIS WADING POOL IS AN ADDITION TO AN EXISTING POOL FACILITY. *-
32. ANY DESIGN OR LOGO ON THE POOL FLOOR OR WALLS SHALL BE SUCH THAT
IT WILL NOT HINDER THE DETECTION OF A HUMAN IN DISTRESS, ALGAE, SEDIMENT,
OR OTHER OBJECTS IN THE POOL. WRITTEN APPROVAL MUST BE OBTAINED FROM
THE DEPARTMENT OF HEALTH'. PR10R TO INSTALLATION.
33. POOL FLOORS AND WALLS SHALL BE WHITE OR LIGHT PASTEL IN COLOR AND
SHALL HAVE THE CHARACTERISTIC OF REFLECTING RATHER THAN ABSORBING LIGHT.
34. THE WATER SUPPLY FOR ALL' POOLS SHALL BE AN APPROVED POTABLE WATER
NOTES: SYSTEM OR SHALL MEET THE REQUIREMENTS FOR POTABLE WATER SYSTEMS.
I A. OWNER SHALL PROVIDE EXACT LOCATION OF POOL AND
I
FILTRATION EQUIPMENT PRIOR TO CONSTRUCTION._
4>
- B. OWNER S_4`1_ *,%PROVIDE DOMESTIC WATER (1") AND WASTE
LINE (4-") TO -FILTER EQUIPMENT. SEE NOTE 14 AND 34. �Q6,� ti°•°'� � �� C
C. SEE"N.OTE 28.: THIS SHEET. � ,yah' r •� JOB N0. 99031
• . c� 0 ���
D. WADING POOLS SHALL HAVE A MINIMUM 10'-0" WIDE, UNOBSTRUCTED,
DECK AROUND AT LEAST 50 PERCENT OF THEIR PERIMETER WITH THE 4
REMAINDER OF THE PERIMETER DECK BEING AT LEAST 4'-0" WIDE;
THE MAIN POOL AND WADING POOL SHALL BE SEPARATED BY A FENCE
OR OTHER SIMILAR TYPE BARRIER.
FOR HEALTH DEPARTMENT USE ONLY
E. PROVIDE RINSE SHOWER, SEE NOTE 15 THIS SHEET, nz Z4
o
a
PUBLIC SWIMMING POOL
APPROVED
STATE OF FLORIDA DEPARTMENT OF HEALTH
a _
DUVAL COUNTY PUBLIC HEALTH DEPARTMENT
r £,
Serial No. 1609 SP 696
y. By Date ��L
NOTE;THIS APPRQVAt!S 140T TNTEHDED TO COVER STRUCTURAL DESIGN ' O
C" F!,
� ti'• O
� M
• 6" BEAM 6" BEAM - ;
Poop .a, rtA
t AREA h= 216 SF.
PERItufETER 80 L F.' " -q ,M
CAPACITY; 1,07B GALS
FLOW 50 GPM 4
TURRNOVER. 22 MINS o
LO 15 PEOPLE
Y
CO d
NOTE:
f � �
POOL RULES AND REGULATIONS FOR BATHERS SHALL BE POSTED AT OR 112 1'h"
6" NEAR POOL SIDE, SHALL BE LEGIBLE: FROM THE POOL DECK WITH 1-INCH •
ti MINIMUM HIGH LETTERS AND SHALL CONTAIN THE FOLLOWING:-
A. NO FOOD, DRINK, GLASS, OR ANIMALS IN POOL OR ON 'POOL DECK. I •
B. SHOWER BEFORE ENTERING .POOL. 12"x12" MAIN DRAIN �—
f C. BATH LOAD: PERSONS:
D. POOL HOURS: _ A:M ,TO P:M.
E. NO—DIVING
1 1/2" SIDEWALL INLET
"NO—DIVING" LETTERING SHALL- BE. 4-INCH MINIMUM IN HEIGHT. (TYPICAL 4 PLACES)
iADDITIONAL RULES RELATING TO 'POOL OPERATION AND PATRON
- 12"x12" MAIN DRAIN BEHAVIOR MAY BE POSTED 3"
v
r"
C3
-- -
.- t -—-—----—-—----—----- -—-—-� 1 1/2* EQUALIZER FITTINGSKIMMER
1O' WITH FLUSH TYPE GRATE.
2" VACUUM FITTING.
WITH FLUSH TYPE PLUG
Q
11/27
2" 2" \
11127 2" 3' 2" 2"
• I
EQUALIZER LINE \-VACUUM LINE
m
RETURN LINE SKIMMER DRAIN
e
WADING POOL PLAN MAIN DRAIN m
SCALE: 1/2"= 1'-0" c
R WADING POOL PIPING FLAN V Q
_ SCALE: 1/2"= 1'-0" Q
u
6" BEAM 6" BEAM
' WATER LEVEL CONCRETE •
POOL DECK fi" BULLNOSE $ SKIMMER .
CERAMIC GLAZED WATER LEVELV
TILE. 1/2` VINYL STRIP POOL DECK
12" � a
Cb WATER LEVEL EQUALIZER FITTING U R
CONCRETE DECK s EQ
¢ - WITH GRATE. SIDE' ALL INLET POOL DECK a" m
(VACUUM FITTING E
w �- a _ 1` WITH FLUSH TYPE � � �j
12 x12 MAIN DRAIN _ WEIR V
5" PLUG IS TYPICAL) �r O �■
3
KRYSTAL KRETE 2"R; 1/2" EXPANSION JOINT STRAINER BASKET
FINISH ''n WATER LEVEL _ Oct C Z
SECTION THRU POOL — — -- ---
..�.-- CONC. ENCASEMENT _— - — — 0..
• Q
SCALE: 1/2"= 1'-0" � 3 BARS CONTINUOUS -
M \_1 1/2" V
2„
#,3 BARS AT 12" EACH
6" BEAM 6' BEAM
12'-0" �� Q
Lu �
6'-0- TYPICAL W SECTION' ., DETAIL — WADING POOL SKIMMER _ �
ALL SE 0 DETAIL PIPING AT WADING POOL
' WATER LEVEL CONCRETE
POOL DECK SCALE: "� 1'-0" NOT TO SCALE
NOT TO SCALE
co cp
a
c
E
s
SECTION THRU POOL
SCALE: 1/2"= 1'-0"
I
JOB N0. 99031
o. FOR HEALTH DEPARTMENT USE ONLY
z
�t o
_ N
rn PUBLIC SWIMMING POOL
APPROVED Q
LTH
0. STATE OF FLORIDA DEPARTMENT OF HEALTH Q a o M
_ DUVAL COUNTY PUBLIC HEALTH DEPARTMENT
+ � f
►� � � '{'� � � ' 1699 SP 696 ,
Serial No.
�� y, � Dates�
1 NOTE:TNiS APPROVAL IS NOT INTENDED TO COVER STRUCTURAL DESrGN 2 ol-
k
�� 'f F '4-
C (Q f
Z'- 4" 5'- 4. "
Filter+ Overftow Suction Vacuum Filter Recircl Separator
Elements Gauge Precoat Pump P .o
Auto, Vater Levet Control o
Return
Tank Drain "
z Equalizer Line Suction
o O
Surface Overflow Vacuum Line Vacuum
Gauge h
Filter
Equalizer Line Vacuum Pump ,f Fresh-Water Precoat �y '
Q •
i Recirc,
Pump To Waste Pump
Main Drain Surf ace Overf tow '
Vacuum To Filter Separator
- Main Drain �
Fresh Water Thermometer Return From Flow To Clorinator Electrical Tank Drain
Heater Meter Heater Equipment
PLAN Vacuum Line
� NOT TO SCALE Overflow
F � EQUIPMENT LIST _
Fro,1
Heater Pum to Waste
To
1. 52.5 SQ,FT. Filter Area (14) 19" Elements
2. 50 GPM, 18,000 Gallons Per 6 Hours R 50 TDH Heater Flow `
3. 1 HIP, Sta-Rite P2RA5EL Recircl Purr with Hair and Lint Meter a Pump
r�p
P ;
Strainer
Thermometer
4, 3J4 H;PI Sta Rite PCRASDL Ila'Uum Pt p with Hair andGap.
E s
Lint .Strainer
5. 2° Flow Meter CF-30200P 40 to 150 GPM Range Grade Vacuum To Falter Tank 'Drain
61 3,59 Face Vacuum Gauge 0-30 Hg
7, HAYWARD C-250CF, EROSION CHLORINATOR (115 lbs>Ihr,)
8, Pac Fab 40 Sq. Ft. Gravity To - ISOMETRIC
91 110 Gallon Capacity Filter Tank Waste n,t,s.
10, 2" Face Thermometer 32 - 248 F. waste Detail m
-- --_ LINE SIZES
V Lu
Locking Bracket Q
F-7 >" 9 ,
FILTER. ,NOTES MAIN DRAIN 3"
1, VALVES FOR PROPORTIONING FLOW ARE DESIGNED FOR SUCH �■�• = 0
THE MAIN DRAIN,. SKIMMER, .TO & FROM HEATER- AND RETURN
SURFACE OVERFLaW 3 Louvers CTYP,� C.' J
2. ALL ELECTRICAL EQUIPMENT SHALL CONFORM WITH THE N,E,C,
AND SHALL BE IN COMPLIANCE WITH THE UL 1081 STD. RETURN LINE 2
3. FILTER ROOM SHALL NOT BE USED FOR STORAGE OF CHEMICALS SUCTION LINE 2" [�}^(��[ Ltd _
OR OTHER ITEMS THAT COULD IMPAIR OPERATION OR INSPECTION 2 p C V
OF SYSTEM VACUUM LINE STATIC �- •_ Oct
4. ALL COMPONENTS ARE DESIGNED FOR CONTINUOUS USE WASTE LINE 1 112p `WATER ' LL M
5, FILTER TANK HAS COVED INTERSECTION BETWEEN WALL AND FLOOR, FRESH WATER 1" LEVEL, cU Z J
TANK FLOOR SLOPES TO DRAIN
6. ALL CHEMICAL FEEDERS ARE INTERLOCKED WITH RECIRCULATION PUMP TANK DRAIN 1 1/2
7, ALL VALVES, PIPES, CHEMICAL FEEDERS & CROCKS ARE PERMANENTLY
MARKED FILTER PRECOAT 1 112° a, MCC Z
8. ALL PIPING IS NSF-PW AND IS SO MARKED VACUUM TO FILTER 1 112" -�, Q
91 ALL PUMPS ARE SELF-PRIMING o �O Z J
10. DRAIN IS LOCATED UNDER EACH PUMP TO HEATER 1 112" Concrete To Anchor
111 FLOWMETER IS LOCATED AS PER MANUFACTURERS INSTUCTIONS AND IS c� Q
CAPABLE OF READING 1,5 TIMES THE DESIGNED FLOW RATE FROM THE HEATER 1 112 3- YD, Min, ) ,1
12, NO DISSIMILAR METALS USED, J
13, 30 FT,CANDLE (MIN.) LIGHTING PROVIDED
14, FRESH WATER SUPPLY SHALL BE FROM AN APPROVED POTABLE WATER
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��,�'�'� APPROXIMATE TOP OF BANK 8 INLET ' `-. w
O BE R 1 `OV �. +
S oti ...�, 1 EDGE OF EXIST. 1
FLOOD ELECTRIC �+ ��A�.� ri, �RKING + PAVIEMENT=-�� + + w
IGH S
OUTLET II
L OU LE . 9RF �h cii
613 LNLETq ,t. 39" OAKO BE REMOVE � �P � � o
# # FLAG II �O
BE
{ /� �-�y
TO LaE RELOCATED
POLE I 1 # �y^� 11 47�� 45" OAK 34" OAK �t.Y 46" OAK (!I J
/ # II
# v
BY OTHERS
M a V p
p (�
#
METAL BOXY
/ LP GAS
REMQVE, EXISTING 13" OAK
CURB hII
-+: +1 - II
ROW OF 6" x 6" CONCRETE POSTS
sf + (TO BE REMOVED) II
INV 24' RCP 2.46 / REMOVE EXISTiN-G
48" HICKORY # ANCHORS tx ----- 7
CONCRETE FENCE �. OAK
TELEPHONE A tf + - 14" OAK�1 m tF . 14:0 AK ell
MA KER Ti- WOOD POWER POLE _ � � � � -.r- �� # o # _ i�
# WATER # WOOD # + ,CONCRETE
"STOP" SPLIT RAIL FENCE u SPLIT RAIL, FENCE # MARKER !�
p`o o SIGN _ X �b METER LIGHT ��
- - — o � o o _ o ,o- -o a o--n- #� POLE .
CURB INLET
REMOVE EXISTING L3RST WALLS-)/GN
BENCHMARK 0 �--9� TO BE RE T ,,o & STOP SIGN � -� y�AN1TARY MANHOLEO _\\—REMOVE EXI TING
WASTE WATER MANHOLE CURB -- -- ATO BE REMOVED `�° s
NORTH RIM = 9.05 NGVD mr �r URBBELL
CONCRETE SIGN t 0 rt pA� &--MANHOLE SYSTEM
STORM MANHOLE
WASTE WATER MANHOLE cool P 5" SCRUB OAK TRAFFIC # � S E L V A M A R I N A '-�-�_ 'b 40" OAK CLUSTER
._. J SIGN 30" OAK 40" OAK +�' ----. --- ---
WATER
9 100' R1W (PAVED DIVIDED ROAD) WATER
SPIGOWATET
TRAFFIC "NO PARKING" �p
Lil SIGN SIGN o,F' � _a��_ IiYDRANT
k �
d
J -
U I •
LEGEND
222 EXISTING PAVEMENT & CURB TO BE REMOVED
EXISTING SPLIT RAIL FENCE TO BE REMOVED
°
EXISTING TREES TO BE REMOVED
Designed Released For Construction Q Project No.: Drawing
NLCHAR Connell. & Wicker Inc. 9202-„
Drawn Consulting Engineers F ARKINQ IMPROVEMENTS `' � Cod No.:
PACE ®y SITE2
FOR EXISTING SITE, AND DEMOLITION PLAN
Checked This drawing is the property of Connelly & Wicker Inc. Scale
KIENTZ and is not to be reproduced or copied in whole or inJacksonville Beach, Florida S�LVA MARINA COUNTRY CLUB 30�
O.C. part. It is not to be used on any other project and . Date
Destro' Fl.
i9 to be returned on request. �.
CONNELLY Na. Date Revision. By Reg. Engineer NOV. 1992 Sheet _ _ of ._�
t
L A G o 0 N
-- N.W.L. - 2.6
DATE OF SURVEY
OCT. 22, 1992
APPROXIMATE TOP OF BANK
APPROXIMATE EDGE OF WATER-----,- - INV 2.94
APPROXIMATE EDGE OF WATER
6' CHAIN LINK FENCE + ��(
/ Q APPROXIMATE TOP OF BANK
4' CHAIN LINK FENCE +
INV 15" RCP 2.5f
(INACCESSIBLE)
CURB INLET
BASIN #1
HWL = 6.04 FINISHED FLOOR
ELEVATION 9.19
o `10 BASIN #2 II
x +,
HWL — 5.35 II
O CHAIN
INK FENCE k
x � WWII
00 Q x -�
H.C. I a II
La `8cM.C. 8" p LM/ IGH o
N MASONRY BUILAIN Nand psi ti�
�.- II
ONS STORY 8R1GK.,a
G c -
ti H.C.
U u o N / "SELVA MARINA COUNTRY CLUB" " O II Y
O $Q U H.C. 0 a Ii v
a o
m H.C. O
c{ , EXISTING II a� w
Orb w �cN O SAN[ Y MANHOLE `
II
0 H.C. { FINISHEP FLOOR Cy �
J Q OC� ti ELEVATI,QN v 11.22 # P��
P ELECTRIC
APPROXIMATE EDGE OF WATER----. O
O ��
,Q 11" AAL /LIG T '¢
II �
(vim
APPROXIMATE TOP OF BANK--- �
r w I w
s <
p EDGE OF; EXIST.
PARKING r
PAVEMENT--,—__ I) LLJ
# Vii., • VP O
•. �, II U
# r•. • •�:� •• ,'. :.. ; .• ,, ,.. •.. .•.•.•. ';: �- 34" OAK �48" OAK
�
° o , 45" OAK II a
i#"�# K II
AREA
1038 Ac .
II
II
4
INV 24" RCP 2.46 #
48" HICKORY At O #
CONCRETE_
TELEPHONE a #' 14 qAK0# 9"0 AK # 14"�AK II
MARKER WOOD i i3 # �I
SPLIT RAIL FENCE v WATER. #— � • WOOD
TY
ON
O " T SPLIT RAIL FEI4CE # # # CONCRETE"
METER �' LIGHT MARKER
POLE
# (1 EL.
_ .
------ - - - - - CURB INLET
U SANITARY MANHOLEQ
BELL CONCRETE a y ..x ( \ MANHOLE OM STGRM MANHOLE
WASTE WATER MANHOLE 5" SCRUB OAK TRAFFIC L V A M A R 1 N A D . R . I ? Y • E
#
SIGN 30" OAK Q1 40" OAK OAK m
CLUSTER
100' R/W (PAVED DIYiDEp ROAD) WATER tx 0. � WATER
METER SPIGOT
TRAFFIC "NO SIGN
L HYDRANT
SIGN r
z
Q -
Uf
r~ •
z •
O
U ;
Designed Released For Construction , Project No.: Drawing
WILCHAR Connell Wicker Inc.
Y � � 9202--11
Drawn e Consulting Engineers PARKING IMPROVEMENTS t D Cad No.:
PACE y a SITE2
FOR DRAINAGE DIVIDE PLAN
Checked This Drawing Is the property of Connelly do Wicker Inc, p nt ' (R Scale
KIENTL and is not to be reproduced or copied in whole or in Jacksonville Beach, Florida SEL:VA MARINA" COUNTRY CLUB
1" 30'
0.C. part. It is not to be used on any other project and V(`�
is to be returned on request. e Vp t i n, Fl• Date
CONNELLY No• Date Revision By Reg. Engineer NOV. 1992 Sheet _ _ of _�_
71
L A G O O N
` N.W.L, - 2.6
DATE OF SURVEY
OCT. 22, 1992
APPROXIMATE TOP OF BANK--,,-
APPROXIMATE
ANK —_APPROXIMATE EDGE OF WATER -- 6' GRAIN LINK FENCE INV 2.94
APPROXIMATE EDGE OF WATER
+•
�fC
7.0 APPROXIMATE TOP OF BANK
0 4' .CHAIN LINK FENCE +
6.()
INV 15" RCP 2.5-+. 75 (INACCESSIBLE)
BASIN #1
CURB INLET
FINISHED FLOOR
r II
0 ELEVATION 9.19 L��P •
z �o � . �, ��, 5 BASIN #2
0 6' CHAIN0 ..
LINK FENCE--) k
R. li
U0 0 31 R.
H.C. I 7' R.
" a II
} $ P LM/ IGM1 5 �, co
w r
N s,� .C. T
C
HP. • Q II
ONE STORY BRICK and
U `[ II o N ' ' MASONRY BUJQ)1N.G �'Y� H.0 I)
o F 5 R. 15 SEl.VA MARINA COUNTRY CLUB 5 ' 0Ll
Y
_J �pU 1 2 H.C.. a0 i� v
J H.C. Ii O a��
m EXISTING
O SANIT Y MANHOLE N i J
0 �o
� `L ' a +� H.C. FINISHED FLOFLOOR Ii m
� �
Jia ale, 122 � ELEVATION � 11.22 \ � - . ; I
ELECTRIC a 4
OUTLET # P
��OAPPROXIMATE EDGE OF 'WATERS- 20 ' 20'
`�` w-
��. �O PAL ./LIG T J ��
APPROXIMATE TOP OF BANK— 4
c� - 0' R. ' I i to C3�1
e 201 R. w 10 R. ,I w
S'�C.co, N EDGE OF EXIST TYP. (i
5' 36' R. '�y� �Fl PARKING PAvEMENr--� - 4' R. LJ
o w
��
FJ
J � � TYP.) � � i � I---
15 R. EXI ,TI G BR K N ASH LT ! 25 R. 390 OAK o
,. - P4
1 J
�:: SE BELOY)
�' a + R. 1 4,5 OAK 34" AK AK
SSE E IL
i
7 12 R. 10 5 # 4
I 126' 1
R. 13" OAK
iI
TURNED DOWN _ cy - - - LIMITS OF NEW AREA N
SIDEWALK 10' 99
CONSTRUCTION
INV 24" RCP 2.46 ° # 5' R. 1 G' 1 G' 1 0 R t r�' r II
CONCRETE 48" HICKORY ��+ ' At H0� 10 12 22 12 9 OAK
TELEPHONE ° 25 R. # 14" OAK # 0 tF 14"O AK II
MARKER �YP, WOOD POWER POLE r # >? a t}
"STOP" CONCRETE � --,--- --
SPLIT RAIL FENCE # WATER . WOOD # MGHT AR 25'25 R
�- SPLIT RAIL FENCE a
�o v o �' v o._._z, y -._a .-�-_-o # METER'. ti>< PIOLE �+ (TEL. �r�
l? CU R 8INLET
O
SANITARY MANHOLE O 130 R.
BELL CONCRETE O' 30' \ , \/ OAK m MANHOLE OM STORM MANHOLE
WASTE WATER MANHOLE 5" SCRUB OAK TRAFFIC " IU• S. E L y A M A R � N A D R I V E 40" OAK � CLUSTER
SIGN 30 OAK
IQ0' R/W (PAVED DIVIDED RQAD) WATER WATER
I • SPIGOT
METER
`` TRAFFIC 24 NO PARKING" 3 U FIRE
LLJ w f SIGN SIGN _ HYDRANT
z 12' '
Q 12' 18' 18'
_.�` NOTES
m '
1.) ALL NEW EDGES OF PAVEMENT
SHALL RECIEVE 6" HEADER CURB
f--
EXCEPT NEW SELVA MARINA DRIVE
z MEDIAN CROSSOVERS
LEGEND
a 2.) ' EXISTING ASPHALT TO REMAIN
SHALL BE OVERLAYED WITH 1" EXISTING PALM TREE
OF TYPE S--3 ASPHALT PARKING COUNT INCLU. H.C.
NUMBER OF NEW EXISTING 100
3.) CONTRACTOR TO FIELD VERIFY 10'x20' PARKING SPACES PROPOSED 98
ALL LOCATIONS OF ASPHALT TOTAL 198
REPAIRS IN EXISTING PARKING H.G. 12'x20' HANDICAP SPACE (INCLUDING 6 H.C. SPACES)
LOT AND PROVIDE FOR SUCH
REPAIRS ACCORDINGLY.
Designed Released For Construction 0 Project No.: Drawing
WILCHAR r Connell & Wicker Inc.
�/ , "" "` Q 9202-11
Drawn Consulting Engineers PARKING IMPROVEMENTS Cad No.:
PACE By
s �OR SITE GE METERY PLAN strEz
,Wd f"w [". Scale
Checked This growing is the property of Connally & Wicker Inc. �y �1 ;
KtENTZ and is not to be reproduced or copied in whole n in Jacksonville Beach, Florida SELVA.- MARINA COUNTRY CLUB b 1.. = 30'
0.C. port. It is not to be used on ony other project and p }• -• -'
CONNELLY is to be returned on request. Des`in, Fl.
Date ,t
No. Data Revision By Reg, Engineer NOV. 1992 Sheet of �
CONST. TYRE ,.C-� INLET w SLO
TOP = 7.2
INVERT = 3.00
h� SLOT 6.00 p A G 0 . 0 N
N.W.L.
DATE OF SU SURVEY
APPROXIMATE TOP OF BANK -}- tOCT. 22, 1992
T_ ry INV 2.94
APPROXIMATE EDGE OF WATER--_ ata �6 APPROXIMATE EDGE OF WATER
6' CHAIN LINK FENCE lv
CONST. ENDWALL
- 7 0 / f!L � b� APPROXIMATE TOP OF SANK CONST. ENDWALL
INV. = 2.75
INV. = 2.75 a' CHAIN LINK FENCE 'tib CONST. 12 L.F. ry 15" RCP
16h S.4 INV 15" RCP 2.51
CONST. 30 L.F. ry 15" RCP BAST J1 4. 75 (INACCESSIBLE)
�i CURB INLET /
BOT. LG2 S.F. .. .,. . �� .
T 6600 S.F. FINISHED FLOOR
��� BASIN #2
Q �0 ELEVATION 9.19- � D. BOT, 7395 S.F. »
1a .00 �Q 1 • -� c° �' �h`� : TOP 10263 S.F.
II CONST. TYPE C
Ar , �ry II INLET W SLOT
0 6' MAIN ��
LINK FENCE ` rO +1 .00 TOP �.QO
x fi.35 w .•. w II INVERT = 3.00
O 7. CONC. FLUME �� 6.25 Q SLOT = 5.35
SEE DETAIL Ia.c• " P) LM 1GHT � LU II rn
y 7.48 ( ) s, / ��- , a a
II
H.C.
N °f 8.40 o� ONE .STORY 6131 CK and G 6 75 ZJUtLJ7
U p ri MA,$ONRY BUILDING �j. H.C. �� O to `
O j �' '7.87 7. 7 ti "SELVA MARINA COUNTRY CLUB" ti� U •,.� Y
-�w
M F
z p ix9 H.C. 1 II U
J B B
7.58 H. \ �'` II p a�
m °` �`� ExisrlNc 1. ,�• ,,..
�° '�ti�, O SANIT Y MANHOLE 7.1 X6.50 -1 o 0
\� C+ry tr H FINISHED FLOOR sic 1 m
J q
O� ELEVATION 11.22 N� 0 �\� e�
ELECTRIC I I J Q pg
TLE t 49
APPROXIMATE EDGE OF WATER + 8.48 0 ..-- 1 1y O O II CSL\� 'tijp
+� 1" PAL /LIG T I 7 58 1 ' J z
II w
APPROXIMATE TOP OF BANK O U1
Ce`'� -- 8.14 8.14 0 + ° �
�10►.0 c �°A. ,� 1� h 7.25 II
9.0 �,� �� + EDGE OF EXIST.
0 r + C���rF \ IRKING +_ PAVEMENT-- ---. 7.81 + + I)
O _ . 8.14 4P LJ
00 8.14 9.00 # 39" OAK � O
10.0 +
/ # O . •. .. + \ _ �.. 34" AK 48" OAK
81,49 9: S 8• 45" OAK II a
.j ;f p# CONSTRUCT
HEADER CURB
8.00 CONSTRUCT 8.50 �� LIMITS OF NEW 3" OAK
HEADER CURB 1P CONSTRUCTION R .o 7.458.3J5 hi
FOR AREA OF NEW g 0 8.55 o
a 0 S U TI N
INV 24" RCP 2.46 7
48" HICKORY # 8 49 Ar o �, 9 1`3 " 9. 9 �° 5 # 9" OAK II
CONCRETE_ a r �4j �fq �' 14" AK(DO Q) 14" OAK
TELEPHONE
MAKR ER a WOOD POWER POLE
11 �~ "STOP" 0 SPLIT RAIL FENCE •# WATER # ? . WOOD p + ,CONCRETE
p� a SIGN SPLIT RAIL FENCE 8.75 v ��, # # # by METER LIGHT �� MARKER
0 4 0 0 a o o u 8.50 8.50
-� - ::. POLE
CURB INLET
BENCHMARK 09 Np $ SANITARY MANHOLE
WASTE WATER MANHOLE
NORTH RIM = 9.05 NGVD �� i CELL SYSTEM
� CONCRETE OAK- MANHOLE O
\/ NORM MANHOLE
WASTE WATER MANHOLE 5" SCRUB OAK TRAFFIC # E V A M. A R N A �-- " V
`� tt SIGN 30" OAK _ tF `I. 40 OAK CLUSTER
_ 1.
`9 WATER WATER
1DD• RIW (PAVED DIVIDED ROAD) METER
SPIGOT
L TRAFFIC "NO
SIGN PARKING" p ��4 °�` HYDRANT
W � f 57 GN _
Q ,
`I
\\\-LANDSCAPE
w (BY O'WNER)
, LEGEND
Ctf
f--
EXISTING PALM TREE
EXISTING ELEVATION
8.55 PROPOSED ELEVATION
y ----- EXISTING CONTOUR
9.0 PROPOSED CONTOUR
Designed Released For Construction Project No.: Drawing
WILCHAR Connell & Wicker Inc.
�/ c � D "�'c 0 9202-11
Drawn By Consulting Engineers PARKING IMPROVEMENTS J � Cad No.:
PACE
p Scale S.
ITE2
Checked FOR GRADING AND DRAINAGE PLAN
This Drawing is the property of Connally & Wicker Inc. AA (�COUNTRY
CLUB t[�
KIENTZ and is not to be reproduced or copied in whole or to Jacksonville Beach, Florida SELVA MARaN�A COUNTR 1 CLUB Q 1 � 3O�
O.C. part. It is not to be used on any other project and Q Date
CONNELLY to to be returned on request. De9tin, Fl.
Rev�alon By Reg, g NOV.Engineer 1992 Sheet of _ 7
Na. Dote
' r
EQUAL SPACES
- - - -- - - NOTE:
PROVIDE EXP. JOINTS 20,' VARIES SEE SHEET 4 20' Aw
EXPANSION JOINTS WHERE S/W ABUTSaw-no
I I I I I STRUCTURES OR OTHER
SIDEWALKS.
Gj I I I
5' MIN. DUMMY GROOVE CONTRACTION JOINT
7.5' MAX.
(FOR 6' WIDTH)
SIDEWALK PLAN
UK,<\
MONOLITHIC CURB
TOOLED EDGES .& SIDEWALK WHERE
1 $ 1/8" 2��
RADIUS 1 -j(�-- APPUCABLE \
• • •
: * ; , 6"
4. HEADER CURB
. . • . . ... : '�, • '. . WHERE APPLICABLE
1 1/4 TYPE S—•3 ASPHALTIC CONCRETE
�__PREMOLDED JOINT FILLER PRIME COAT
DUMMY GROOVE 8" LIMEROCK BASE.
EXPANSION JOINT
CONTRACTION JOINT w 8" STABILIZED SUBGRADE, LBR30
6x6 W/ 1.4X1.4 TYPICAL. NEW PAVEMENT SECTION THRU PARKING
TOOLED WHERE INDICATED N.T.S.
EDGES SLOPE 1/4"/FT MIN. FINISHED
— CONCRETE GRADE
TYPICAL SIDEWALK SECTION
CONCRETE SIDEWALK DETAILS y' EXISTING
N.T.S. _ ASPHALT EXISTING 1
i
POTHOLE
4' R.
7" EXISTING BASE .
4" THK. CONCRETE
MONOLITHIC CURB 6 7" EXISTING SUB—BASE
AND SIDEWALK - w J
� a-
6 (CONTRACTOR SMALL VERIFY LOCATIONS & QUANTITIES) > w
v�
1/2" R EXISTING
w TOP OF PAVEMENT 1/2 R _ A A
1 CUT SHALL BE MADE FROM EDGE OF POTHOLE �•.
2» EXISTING 1'--0" 1 '-0" 1 " TYPE S-3 OVERLAY
TOP OF PAVEMENT ASPHALT EXISTING 6 „� 4 T�
f POTHOLE
O tD f
... ; -- NEW 8" LIMEROCK BASE 6 '1 4 `I
•a . ; •.,r EXIST. BASE AND SUB--BASE ,.
2x4 OPENINGS
7„ (CONTRACTOR SHALL VERIFY LOCATIONS & QUANTITIES) SECTION A— A
NEW
MONOLITHIC CURB & SIDEWALK DETAIL
N.T.S. HEADER CURB DETAIL POTHOLE . REPAIR DETAIL CONCRETE FLUME DETAIL
(TURNED DOWN SIDEWALK) N.T.S.
N.T.S. N.T.S.
Designed Released For Construction Q project No.: Drawing
WILCHAR r Connell & Wicker Inc.
Connelly � o
9202-11
Drawn By Consulting Engineers P.ARKI�NI IMPROVEMENTS o Cad No.:
PACE
Checked FOR SITE . DETAILS P LA1 y DETAIL
Al
This Drawing is the property of Connelly Wicker Inc. Q Scale
KIENTZ and is not to be reproduced or copied in whole, or in Jacksonville Beach, Florida SELVA MARINA COUNTRY CLUB Cs AS SHOWN
O.C. part. It is not to be used on any other project and
Date
CONNE LY ie to be returned on request. Destro, Fl.
Q
L o. Data Revision By Reg. Engineer NOV. 1992 Sheet