1 Fleet Landing Blvd. CIV18-00002 dwgs6/n\
V
GNA
Goodson Nevin
and Associates
Consulting Engineers
E.B. # 26306
10175 FORTUNE PARKWAY, SUITE 403
JACKSONVILLE, FLORIDA 32256
(904)519-7770, Fax(904)519-7776
ooN E
No. 54666 't
STATE OF
e,
LU
PREPARED FOR:
FLEET LANDING
ONE FLEET LANDING BLVD.
ATLANTIC BEACH, FLORIDA
32223
FLEET LANDING
EXPANSION
ONE FLEET LANDING BLVD.
ATLANTIC BEACH, FLORIDA
DATE: JANUARY 12, 2017
PROJECT NO.:
116185
DESIGNED BY : JOHN NEVIN, PE
DRAWN BY : J P M
SCALE: AS NOTED
No.
Date
Revision
1
7
24
17
REVISED SCHEMATIC
DESIGN SET
2
10/10/17
COJ PERMIT SET
3
2/9/18
COJ AND COAB PERMIT SETS
4
3/13/18
REVISED PER COJ COMMENTS
5
4/20/18
REVISED PER COAB REVIEW
THIS DRAWING NOT RELEASED FOR
CONSTRUCTION UNLESS SO NOTED
ABOVE.
SHEET TITLE
MAINTENACE OF
TRAFFIC PALN
OAS
L10
C2.21
S H E E T
NOTE:RAMP WIDTH RAMP WIDTH
PAVEMENT SYMBOL SHALL BE SEE PLAN SEE PLAN
PAINTED WITH WHITE TRAFFIC (44" MIN) (44" MIN)
PAINT WITHIN OUTLINE SHOWN RAMP & SIDEWALK RAMP & SIDEWALK
5"R CURB ^N TACTILE CURB
^� SURFACE � GRASS
PAVEMENT/STABILIZED PARKING AREA
OF PARKING SPACE
24 To 12' TACTILE TACTILE 36"
v? cn CR -E SURFACE CCRTSURFACE
(PER CURRENT (PER CURRENT ° R1-1 SIGN
z ADA REQUIREMENTS) ADA REQUIREMENTS)
LU '�, STOP
RAMP WIDTH
LU ED RED BACKGROUND
.8 Q SEE PLAN - io
cc
M STO
.0 LONG, PRECAST o- OU o (44" MIN) I�- ---1 RAMP WIDTH WHITE LETTERS
CONCRETE PARKING 0 lL jc�.,
° RAMP &SIDEWALK SEE PLAN
X I I BUMPER LU Lu 'A CURB (44" MIN) BOLTS W/ NUTS &LOCK
? I I Q � ^' RAMP & SIDEWALK 1:12 WASHERS
2-# 4 REBARS U CURB �ti g
w
12" °
I-� TYPICAL SYMBOL LAYOUT - a
-TACTILE "' c� CONCRETE g 3.5" STEEL U -POST, 3LBS/FT., 1.6" MIN.
�- # 6 ANCHOR PIN 16 CR -G) SURFACE TACTILE SURFACE ` 8 PAINTED ENAMEL GREEN 2"
2.4" MAX.
(PER CURRENT CR -H (PER CURRENT ��f �
LONG PAVED 30' _ ADA REQUIREMENTS ADA REQUIREMENTS I Edges
(PAVED)
) N 3/8" DIA. HOLES ON 1" CENTERS 0 9„ 1.4" MAX. I From All
" LONG UNPAVED PARKING eY °° GENERAL NOTE: )
9 LONG(
) DIsnBLED *See note on Handicap Details MIN. -"0.2" t 0.02"
PERMIT
NOTE: ONLY 1. CURB CUT RAMPS ARE TO BE CONSTRUCTED ON ALL CURBED FACILITIES, BUT ONLY AT THOSE -4- 4,
USE 6' LONG IN STANDARD PARKING QLIJ E2so.ao FINE LOCATIONS WHERE A MARKED CROSSWALK ADJOINS A SIDEWALK; THE CROSSWALK & SIDEWALK NOTE: NOTE:
EACH CAN BE EITHER EXISTING TO REMAIN OR NEW MARKINGS & CONSTRUCTION.
STALLS WHERE SHOWN ON PLANS. I- < ALL REGULATORY AND WARNING SIGNS SHALL BE ALL NEW CONCRETE RAMP SURFACES TO RECEIVE
HIGH INTENSITY REFLECTIVE SHEETING. TRUNCATED DOME MAT AS INDICATED ON GEOMETRY PLAN.
00 2. RAMP LOCATIONIIS ARE TO BE COORDINATED WITH & IN CONFORMANCE WITH CROSSWALK
WHEEL STOP TY MARKING DETAILS AS SHOWN IN THE PLANS.
CONCRETE WHEELSTOP DETAIL (TYP.) STOP SIGN DETAIL DETECTABLE WARNING SURFACE DETAIL
3. IFA CURB RAMP IS LOCATED WHERE PEDESTRIANS MUST WALK ACROSS THE RAMP, THEN IT
SHALL HAVE FLARED SIDES; THE MAXIMUM SLOPE OF THE FLARE SHALL BE 12:1.
z *SIDEWALK FLUSH WITH PAVEMENT 4. RAMPS TO BE CONSTRUCTED AT ALL LOCATIONS SHOWN ON PLANS EVEN WHEN SIDEWALK IS 2'-0"
nSEE PLANS FOR LOCATION OR NOT CONSTRUCTED CONCURRENTLY.
HANDICAP SIGN AS REQUIRED BY USE OF DETETABLE WARNING.
LOCAL AND STATE ORDINANCES w ( WHITE PAINT 5. BASIS OF PAYMENT: CONTRACT UNIT PRICE ESTABLISHED IN THE PROPOSAL FOR CURB & **10' TO LANE LINE, 4'
GUTTER. N TO SIDEWALK WHERE
3 EACH 6" WHITE APPLICABLE
PARKING ar 9' 112' 5' I 12' AT 60° DIAGONAL 6. THIS STANDARD IS NOT INTENDED TO BE ABSOLUTE. FINAL DETERMINATIONS TO BE MADE IN THE R1-1 STOP SIGN T
DISABLED
T EQUALLY SPACED FIELD.
ONLY 0,,6" 6 m ; 7. MIAMI CURB WITHIN LIMITS OF WHEEL CHAIR RAMP TO BE "LOW CURB" TO ACCOMMODATE 12:1
6" 6„
MAXIMUM RATE FROM GUTTER TO END OF TRANSITION. MIAMI TYPE CURB & GUTTER DETAILS
z 2'� 2 ` SIMILAR, CURB 1'RANSITION LENGTH SHALL BE 3'-0". WHITE THERMO STOP BAR �'"oR
a 2" SQUARE TUBE WITH CLOSED * IN SOME CASES WHERE SIDEWALK IS FLUSH WITH PAVEMENT, A DETECTABLE $• SIDEWALK WIDTH TO MEET REQUIREMENTS OF THE GOVERNING STANDARDS, REGULATIONS AND
FULL LANE WIDTH
w Q TOP. (TO BE USED ONLY IF SIGN WARNING SURFACE MAY BE APPLIED, SEE PLANS FOR LOCATIONS. SPECIFICATIONS, BUT NOT LESS THAN 4'-0". (SEE PLANS)it
p w IS NOT BUILDING MOUNTABLE)
Q Co W I I NOTES: 9. ALL NEW CONCRETE RAMP SURFACES TO RECEIVE TRUNCATED DOMES. 4'-9"
Nt
G0 1. EACH SUCH PARKING SPACE SHALL BE CONSPICUOUSLY OUTLINED IN BLUE 10. DIAGONAL RAMPS ARE TO BE USED AT RADIUS LESS THAN 50'
PAINT, AND SHALL BE POSTED AND MAINTAINED WITH A PERMANENT,
o-1I1=1I I -I I1=1I1- ABOVE -GRADE SIGN BEARING THE INTERNATIONAL SYMBOL OF ACCESSIBILITY NOTES:
111.111 = 8" -CONCRETE OR THE CAPTION "PARKING BY DISABLED PERMIT ONLY" OR BEARING BOTH
"' =III=1 III= DETECTABLE WARNING NOTE:
FILLED POST HOLE SUCH SYMBOL AND CAPTION. SUCH SIGNS SHALL NOT BE OBSCURED BY A NOTE:
-II II , III. WHERE SHOWN ON PLANS, A CURB RAMP SHALL HAVE A DETECTABLE WARNING
.I VEHICLE PARKED IN THE SPACE. ALL HANDICAPPED PARKING SPACES MUST ALL TRAFFIC MARKINGS TO BE SOLID 1. ARROWS REVERSED FOR LEFT TURN APPLICATION.
_ i' COMPLYING WITH SECTION 406.8 OF THE F.A.C.B.C.. THE DETECTABLE WARNING
DESIGNED AND MARKED IN ACCORDANCE WITH THE STANDARDS ADOPTED BY SHALL EXTEND THE FULL WIDTH AND 2' OF THE CURB RAMP AND SHALL BE WHITE REFLECTIVE TRAFFIC PAINT
6„ THE LATEST FLORIDA BUILDING CODE, SECT. 11-4. CAST -IN-PLACE TACTILE MATS BY ADA SOLUTIONS (TYP). CURB RAMPS SHALL BE AS PER DIMENSIONS BELOW.
2. ALL TRAFFIC FLOW ARROWS TO BE SOLID WHITE
NOTE:
ADDITIONAL SIGNAGE MAY BE REQUIRED 2. WITHIN THE HANDICAP PARKING SPACES AND ACCESS AISLE, SURFACE SLOPES STABLE, FIRM, SLIP -RESISTANT, AND SHALL COMPLY WITH SECTION 405 OF THE (UNLESS OTHERWISE NOTED) REFLECTIVE TRAFFIC PAINT AS PER DIMENSIONS BELOW. (FINES, ETC.) CHECK WITH LOCAL SHALL NOT EXCEED 2 PERCENT IN ANY DIRECTION. F.A.C.B.C.. RAMP STANDARD WIDTH IS 5'. NO RAMP IN ANY CASE SHALL HAVE A 3. THERMOPLASTIC PAINT IN ALL PUBLIC RIGHTS-OF-WAY,
GOVERNING AUTHORITIES
WIDTH LESS THAN 44 INCHES.
HANDICAP PARKING SIGN DETAIL HANDICAP SPACE DETAIL RAMP DETAILS STOP BAR DETAIL TYPICAL PAVEMENT MARKINGS
UNI -FLANGE ON D.I. PIPE WITH
FLANGE IN A PLUMB AND LEVEL I
I DIMENSION & TYPE
nnC'ITIIIAI I /'\/1 ATCr\ 417111 A �n\!C :��. 1-- 7" --i 7"
%.171 I IVI`! 1 `LI 14 V �
FINISHED FLOOR ELEVATION
INTERIOR
FLANGE -�
FILL WITH JOINT SEALANT OTHER MATERIAL WHEN
1/8" RADI SIDEWALK ABUTS BUILDING
1„ 2
1/8:1 MIN.
a `� --
,. . a !
EXTERIOR
WIDTH AS NOTED ON SITE PLAN
X1/2"R (TYP.) 1.5%(U.O.N.) /- BROOM FINISH I <
�� - I
1/i/A1 2" EXPANSION JOINT
M ATERIAL/SEALANT
1/4" I
I (TYPI I
1/2"R 611 I- 7"-�
1 1/2"
5" -{
I
1/2"R
DROP CUR
----- 1
j R
-F-FDF3oP
6
1/2"R
CUR
1" R
DRIVE ISLES (HEAVY DUTY) 2" 8" SEE NOTE 1
CONCRETE SECTION A B C
PARKING AREAS 5" N/A SEE NOTE 1
LOADING/DUMPSTER/DRIVEWAYS 6" N/A SEE NOTE 1
PERVIOUS PAVEMENT 6" N/A SEE NOTE 2
ICY 12"1 1/2"R-/ � 1 r I 1 1/2"R, T _
FINISHED FLOOR ELEV. t- 1/2"R 7 7 5/8" 1/2"R 7
4000 PSI CONCRETE
1„ 6 3/8"
N
#3 RE • -I
Er -
PAVING (MIN.)
BAR (TYP.)
'-' EXPANSION JOINTS 36'-0" O.C. MAX. (STANDARD COLOR iS
THREADED ROD WITH 6"x6",W1.4xW1.4 W.W.F. PROVIDE AT EVERY SIDEWALK INTERSECTION �18"WHITE, SEE PLANS -
1FOR OTHER COLOR
---- ---I 18"I
CORROSION PROTECTION ISOLATED SIDEWALK CROSS SECTION EXPANSION JOINT APPLICATIONS)00
PER NFPA 24 FINISH GRADE CITY STANDARD MEDIAN / REJECTION CURB
NOTES: COMPACTED v
DUCTILE IRON PIPE 5' 1/4"R BASE
1. WHERE SIDEWALK ABUTS BUILDING, SEPARATE W/ A 1/2" (TYP) T/3 COMPACTED
NOTES: SUBGRADE
PREMOLDED MASTIC STRIP CONTINUOUS. I- 4"R
10"--
4"R
1"
2. L 0 1. COMPACTED
ONGITUDINAL WALK L BA
S OPE VARIES SEEPSE/SUB
LAN SIDEWALKGRADE H
RESTRAINED JOINTSHOULD BE AS SPECIFIED S C IED IN
T GEOTECHNICAL REPORT.
IN CITY R -O -W SHALL BE FIBER REINFORCED CONCRETE AS CONTROL JOINT WITH SAWCUT 1/2"R-/ F
DUCTILE IRON PIPE WWF IS NOT ALLOWED IN THE R -O -W. 7 7/8" 4"R 6„ 7„ 911 8 R 1/2"R
D.I. M.J. ELBOW
6" 7, 2. SEE PORTLAND CEMENT PERVIOUS CONCRETE SPECS BY FCPA. SEE
WITH DOG EARS
l FDOT AND AMERICAN CONCRETE INSTITUTE (ACI) FOR ALL OTHER
FLANGED D.I. FITTING 1/4"R 1/2" EXPANSION JOINT SEE PLAN i CONCRETE REQUIREMENTS.
NOTE:
THRUST BLOCK (TYP) f MATERIAL/SEALANT (VARIES) � 18 � I 18"--I
SITE FIRE LINE DROP CURB 3. CONTRACTOR SHALL REVIEW GEOTECHNICAL REPORT FOR
ALL PIPE SHALL BE LAID, RESTRAINED (MATERIAL VARIES) E -
MIAMI CURB
AND TESTED PER NFPA 24. PAVEMENT SECTION RECOMMENDATIONS AND CONSTRUCT MOST
18'-0" O.C. MAX.
STRINGENT SECTION BASED ON THE REPORT AND THIS DETAIL.
SPRINKLER RISER DETAIL
CONSTRUCTION JOINT FLAT SECTION CONCRETE PAVEMENT SECTION
USE GREENSTREAK #30 OR --\ f -- 6"--� DIMENSION & TYPE
AR( I-IITGC`T A1D0MnXfI7rs or -o OI AKI
CAREFULLY CAREFULLY
COMPACTED COMPACTED
Bc+18"MAX. Bc+18'MAX.
Bc+12"MIN. BACKFILL I Bc+12"MIN. I BACKFILL
FILL WITH JOINT SEALANT OTHER MATERIAL WHEN
1/8" RADI SIDEWALK ABUTS BUILDING
1„ 2
1/8:1 MIN.
a `� --
,. . a !
2"R (NO RADIUS WHERE
PAVEMENT IS FLUSH W/
SIDEWALK)
SLOPE TO
FIT D/W V-2„
18"
4"
_ L
N
2
1/2"R 611 I- 7"-�
1 1/2"
ASPHALT SECTION A B C
DRIVE ISLES (HEAVY DUTY) 2" 8" SEE NOTE 1
PARKING SPACES STANDARD DUTY 1.5 6 SEE NOTE 1
( )
Bc _ Bc N ° :_ .. '' :.D : p o 6 (TYP 2) 7 1 /2,I 12,1 13 7/8„
r y
°O 1/2" WEARING SURFACE
s e
e
ASPHALT S-3 (SP -9.5)
PRIME COAT
- - _I 8 8''1
1/4 Bc 1/2" EXPANSION JOINT MATEtIAL 24 ` NOTE: TURNDOWN CAN BE 12" IF PAVEMENT IS FLUSH WITH SIDEWALK
24" I- 7"--I
4" MIN.0 5 SHAPED BOTTOM SUITABLE SECTION MONOLITHIC CURB SECTION FDOT DROP CURB (INDEX 300) HEADER, DROP, & COMPACTED CRUSH -CRETE m
MONOLITHIC CURB LBR 100 98% MODIFIED
UNDISTURBED SOIL COMPACTED GRANULAR PROCTOR MAX. DRY DENSITY
Bc X 1 2 SLOPE TO U
MATERIAL. ), MAX. X(1.2), MAX.
SHEETING SHEETING NOTES: FIT D/W 12 NOTES:
HALF SECTION COMPACTED SUBGRADE
UNSHEETED TRENCH HALF SECTION 1. SIDEWALKS SHALL BE CONSTRUCTED OF PORTLAND CEMENT CONCRETE, CLASS (LBR 40) 98% MODIFIED
UNSHEETED TRENCH EXPANSION 3/4"R 1. EARTHWORK SHALL BE
CONTROL JOINT - NON-STRESS (NS) AND ALL METHODS OF CONSTRUCTION AND MATERIALS SHALL BE PROCTOR MAX. DRY DENSITY
HALF SECTION x 6 1/2" (TYP-2) 7 1/2„ PLACED TO TOP OF CURB ON NOTES:
HALF SECTION ;JOINT IN ACCORDING TO T'HE LATEST EDITION OF THE AMERICAN CONCRETE INSTITUTE (AASHTO T-180)
SHEETED TRENCH SHEETED TRENCH STANDARD SPECIFICATIONS. � APPLICABLE,KSIDE OF CURB WHERE 1. COMPACTED SUBGRADE SHOULD BE AS SPECIFIED IN SOILS REPORT.
TYPE II TYPE 1 2. EXPANSION JOINTS SHALL ALSO BE APPLIED AT ALL SIDEWALK INTERSECTIONS. 24„ 2. CONCRETE STRENGTH SHALL 2. CONTRACTOR SHALL REVIEW GEOTECHNICAL REPORT FOR PAVEMENT
COMPACTED,GRANULAR BEDDING SHAPED BOTTOM W/TAMPED BACKFILL PLAN BE IN ACCORDANCE WITH I
3. SEE PLANS FOR LOCATION OF DETECTABLE WARNINGS. SECTION RECOMMENDATIONS AND CONSTRUCT MOST STRINGENT
EXPANSION JOINT FDOT INDEX 520.
24" DROP CURB SECTION BASED ON THE REPORT AND THIS DETAIL.
CLASS "B" - 4. CONCRETE FOR SIDEWALKS SHALL BE 3,000 PSI MINIMUM, 5" MAX. SLUMP. 3. CONTRACTOR SHALL PROVIDE SEPARATE PRICE TO DO ALL ASPHALT
AREAS WITH CONCRETE SECTION AS SHOWN IN DETAIL ABOVE.
BEDDING DETAIL CONCRETE SIDEWALK DETAILS STANDARD CURB TEMPLATES ASPHALT PAVEMENT SECTION
I
/n\
GNA
Goodson Nevin
and Associates
Consulting Engineers
E.B. # 26306
10175 FORTUNE PARKWAY, SUITE 403
JACKSONVILLE, FLORIDA 32256
(904)519-7770, Fax(904)519-7776
r
PREPARED FOR:
FLEET LANDING
ONE FLEET LANDING BLVD.
ATLANTIC BEACH, FLORIDA
32223
FLEET LANDING
EXPAN S I O N
ONE FLEET LANDING BLVD.
ATLANTIC BEACH, FLORIDA
DATE : JANUARY 12, 2017
PROJECT NO.: 11618 5
DESIGNED BY : JOHN N EVI N, PE
DRAWN BY: J P M
SCALE : AS NOTED
No.
Date
Revision
1
7/24/17
REVISED SCHEMATIC
DESIGN SET
2
10
10
17
COJ PERMIT SET
3
2/9/18
COJ AND COAB PERMIT SETS
4
3
13
18
REVISED PER COJ COMMENTS
5
4/20/18
REVISED PER COAB REVIEW
THIS DRAWING NOT RELEASED FOR
CONSTRUCTION UNLESS SO NOTED
ABOVE.
SHEET TITLE
CONSTRUCTION
DETAILS
4-
C3.0
S H E E T
SOD ENTIRE LIMITS OF POND TO POINT WHICH SOD ENTIRE LIMITS OF POND TO POINT WHICH
SLOPE MEETS NWL AND IRRIGATE UNTIL SLOPE MEETS NWL AND IRRIGATE UNTIL
PERMA 4ENT STAND OF GRASS IS ESTAE LISHED PERMA NENT STAND OF GRASS IS ESTAB -ISHED
6" EXISTING GRADE NOTE:
FINISHED GRADE
BASIN SIDE SLOPES SHALL BE 5' MIN.
TO OF BANK SODDED AND MOWED DEBRIS TOP OF ANK
SHALL BE BAGGED AND REMOVED.
�\ r\\ r\\ 4 4
/.
L 2"x2"x 1/
2 1 /4" 3'-0" L2 41A -
U') /4"in
E0,
_
M
00
NORMAL WATER LEVEL SODDED BANKS
„ BOTTOM OF POND /
2X2" X1/4"L� GRATE CURB INLET FRAME
\\r�\
NOTE: USE TRAFFIC BEARINGo . ..
3-3/4' 3-3/4
(HD) GRATE. 331/8"
PIPE MUST NOT BE
IN CONSTRUCTION .'-� -r•. -�°� •. � 8" 36" 8" POND GRADING INFORMATION
JOINT ° TOP OF BANK ELEVATION 10.0
GRATE CURB IRON NORMAL WATER LEVEL 4.0
8" 2'-0" 8.. 6" BOTTOM OF POND ELEVATION MIN. (-) 4.0
PLAN ORTAR SEAT
ANGLE IRON SEAT 4, T- BRICK FLOOD STORAGE COMPENSATION AREA #2 - CROSS SECTION
iv ALL EXPOSED CORNERS 3, 12"
AND EDGES TO BE 3-3/4" 3-3/4"
CHAMFERED 3/4" �• SOD ENTIRE LIMITS OF POND TO POINT WHICH
8" 36" 8" SLOPE MEETS NWL AND IRRIGATE UNTIL
4 GROUT, OR "RAM-NEK" PERMANENT STAND OF GRASS IS ESTABLISHED
• p. - JOINTS AS REQUIRED
GRATE 2" CL. 2" GROUTED OR VARIES •
NOTE: MIN. 4' HIGH FENCE,
BASIN SIDE SLOPES SHALL BE
2" CLEAR COORDINATE WITH
° �� "RAM-NEK" JOINTS VARIES OWNER FOR MATERIALS
#4 @ 12" O.C. B.W. � _ SODDED AND MOWED DEBRIS
JOINTS WHEN REQUIRED w 6" D 6 WHERE REQUIRED SHALL BE BAGGED AND REMOVED. CONNECT TO
> ° a 2"/F I I #4@ 12" O.C. B.W. SITE GRADING
8" 5 MIN.
W • #4 @ 8" O.C. TOP OF BANK TOP OF WALL
Q ,� GROUT, OR "RAM NEK" ° #4@ 6" O.C. B.W.
•= -cam 8.. - =2.. C /�\ _
LEAR \ \ DESIGN STORM LEVEL
4.° ° ° CONNECT TO \
ZMIhM
#4 BARS @ 12" O.C.SITE GRADING NORMAL WATER LEVEL
_ - 5'MIN. RETAINING WALL
#4 @ 12" O.C. B.W. BEARING CAPACITY MINIMUM 2000 PSF ,\\ 4BENCH (DESIGN BY OTHERS)
N. BEARING CAPACITY 2000 PSF77
/r4-
\ / \SECTION BOTTOM OF POND
` NOTES:\//�//�//�//�//�//�//��/��/�//�\ SCS MODELING
co -
9.0
100 yr. STORM WATER ELEV.
8.94
25 yr. STORM WATER ELEV.
NORMAL WATER LEVEL SODDED BANKS
„ BOTTOM OF POND /
2X2" X1/4"L� GRATE CURB INLET FRAME
\\r�\
NOTE: USE TRAFFIC BEARINGo . ..
3-3/4' 3-3/4
(HD) GRATE. 331/8"
PIPE MUST NOT BE
IN CONSTRUCTION .'-� -r•. -�°� •. � 8" 36" 8" POND GRADING INFORMATION
JOINT ° TOP OF BANK ELEVATION 10.0
GRATE CURB IRON NORMAL WATER LEVEL 4.0
8" 2'-0" 8.. 6" BOTTOM OF POND ELEVATION MIN. (-) 4.0
PLAN ORTAR SEAT
ANGLE IRON SEAT 4, T- BRICK FLOOD STORAGE COMPENSATION AREA #2 - CROSS SECTION
iv ALL EXPOSED CORNERS 3, 12"
AND EDGES TO BE 3-3/4" 3-3/4"
CHAMFERED 3/4" �• SOD ENTIRE LIMITS OF POND TO POINT WHICH
8" 36" 8" SLOPE MEETS NWL AND IRRIGATE UNTIL
4 GROUT, OR "RAM-NEK" PERMANENT STAND OF GRASS IS ESTABLISHED
• p. - JOINTS AS REQUIRED
GRATE 2" CL. 2" GROUTED OR VARIES •
NOTE: MIN. 4' HIGH FENCE,
BASIN SIDE SLOPES SHALL BE
2" CLEAR COORDINATE WITH
° �� "RAM-NEK" JOINTS VARIES OWNER FOR MATERIALS
#4 @ 12" O.C. B.W. � _ SODDED AND MOWED DEBRIS
JOINTS WHEN REQUIRED w 6" D 6 WHERE REQUIRED SHALL BE BAGGED AND REMOVED. CONNECT TO
> ° a 2"/F I I #4@ 12" O.C. B.W. SITE GRADING
8" 5 MIN.
W • #4 @ 8" O.C. TOP OF BANK TOP OF WALL
Q ,� GROUT, OR "RAM NEK" ° #4@ 6" O.C. B.W.
•= -cam 8.. - =2.. C /�\ _
LEAR \ \ DESIGN STORM LEVEL
4.° ° ° CONNECT TO \
ZMIhM
#4 BARS @ 12" O.C.SITE GRADING NORMAL WATER LEVEL
_ - 5'MIN. RETAINING WALL
#4 @ 12" O.C. B.W. BEARING CAPACITY MINIMUM 2000 PSF ,\\ 4BENCH (DESIGN BY OTHERS)
N. BEARING CAPACITY 2000 PSF77
/r4-
\ / \SECTION BOTTOM OF POND
` NOTES:\//�//�//�//�//�//�//��/��/�//�\ SCS MODELING
co -
TOP OF BANK ELEVATION
9.0
100 yr. STORM WATER ELEV.
8.94
25 yr. STORM WATER ELEV.
NOTES:
1. USE H2O TRAFFIC BEARING GRATE.
7.95
MEAN ANNUAL STORM WATER ELEV.
1. CONC. DESIGN STRENGTH 4000 PSI.
NORMAL WATER LEVEL
5.0
BEARING CAPACITY 2000
#4 6" O.C. B.W.
2. PIPES SHALL BE FLUSH WITH INSIDE WALL.
2. PIPES MUST NOT BE IN CONSTRUCTION JOINTS.
(-) 3.0
PSF MINIMUM @
- CROSS SECTION
BRICK
3. PIPE MUST NOT BE IN CONST. JOINT.
3. PIPES SHALL BE FLUSH WITH INSIDE WALL STRUCTURE.
SOD ENTIRE LIMITS OF POND TO POINT WHICH
SLOPE MEETS NWL AND IRRIGATE UNTIL
NOTE: STRUCTURAL DIMENSIONS MAY VARY AS LONG AS H-20 LOADING IS MET.
4. SLOT OPENINGS SHALL NOT BE IN WALLS WITH
GRATE ELEV.
NOTE: CONC. DESIGN STRENGTH 4,000 P.S.I.
GRATE SEAT.
4. DIMENSIONS MAY VARY SLIGHTLY BUT H-20 LOADING MUST BE MET.
SLOPE MEETS NWL AND IRRIGATE UNTIL
o
5. CONCRETE DESIGN STRENGTH 4 000 P S
0
TOP OF BANK ELEVATION
9.0
100 yr. STORM WATER ELEV.
8.94
25 yr. STORM WATER ELEV.
8.53
5 yr. STORM WATER ELEV.
7.95
MEAN ANNUAL STORM WATER ELEV.
7.58
NORMAL WATER LEVEL
5.0
BENCH ELEV.
3.0
BOTTOM OF POND ELEVATION MIN.
(-) 3.0
12" WIDE WEIR \\/\ 4
1 a /�\\
N BOT ELEV. 3.0' \
ELEVATION BOTTOM OF POND
24"
SCS MODELING
MANHOLE COVER AND FRAME
PLAN PER CITY OF JAX. STD.
GROUT
2'-8 iii BRICK
a 2" CLEAR GROUT, "RAMNEK" OR
GRATE ELEV.
.5
m
U
0
w
4
WET DETENTION POND
ORIFICE NWL ELEV.
TYPE 'C' INLET DETAIL
INVERT ELEV.
2.50
TYPE 'E'
INLET DETAIL
2
STORM SEWER CURB INLET DETAIL
(POND 1) STORMWATER MANAGEMENT FACILITY #1
- CROSS SECTION
BRICK
1/4" ANGLE IRON
SOD ENTIRE LIMITS OF POND TO POINT WHICH
SLOPE MEETS NWL AND IRRIGATE UNTIL
SOD ENTIRE LIMITS OF POND TO POINT WHICH
12/9/18
GRATE ELEV.
FORGRATE SUPPORT
PERMA 4ENT STAND OF GRASS IS ESTAE LISHED
SLOPE MEETS NWL AND IRRIGATE UNTIL
o
0
0
0
0
PERM NENT STAND OF GRASS IS ESTABLISHED
2- #8 @ 6" O.C.
L0
ip
j`
ip
o�
o
REVISED PER COAB REVIEW
EL. 9.0'
/
r.
x2.5"
AL
ALUM. POST ALUM. PLATE SKIMMER
EXISTING GRADE NOTE:
PROPOSED ROAD
- - - - -
_ WEIR EL.
BASIN SIDE SLOPES SHALL BE
' MI
5 N.
EL. 4.5'
SODDED AND MOWED DEBRIS
TOP OF BANK
TOP OF BANK
COVER
\
O
ORIFICE ELEV.
6"x 6"x 1/4"
- - - - - SHALL BE BAGGED AND REMOVED.
\\r\\r\\ 4
4
Q
Q
ALUM. PLATE\�
1
/
DESIGN STORM LEVELPIPE
\/\
ELEV.
a
w
INVERT _ i
ALUMINUM SKIMMER
FOR 2)
\, NORMAL WATER LEVEL
.` SODDED BANKS
(n
U)
(TYPICAL(TYPICAL
4
\\
12" WIDE WEIR \\/\ 4
1 a /�\\
N BOT ELEV. 3.0' \
ELEVATION BOTTOM OF POND
24"
SCS MODELING
MANHOLE COVER AND FRAME
PLAN PER CITY OF JAX. STD.
GROUT
2'-8 iii BRICK
a 2" CLEAR GROUT, "RAMNEK" OR
GRATE ELEV.
.5
m
U
0
w
4
7.15
ORIFICE NWL ELEV.
5.75
INVERT ELEV.
2.50
SUMP ELEV.
2.00
2
10/10/17
COJ PERMIT SET
3
12/9/18
COJ AND COAB PERMIT SETS
o
0
0
0
0
REVISED PER COJ COMMENTS
L0
ip
j`
ip
o�
o
REVISED PER COAB REVIEW
r.
12" WIDE WEIR \\/\ 4
1 a /�\\
N BOT ELEV. 3.0' \
ELEVATION BOTTOM OF POND
24"
SCS MODELING
MANHOLE COVER AND FRAME
PLAN PER CITY OF JAX. STD.
GROUT
2'-8 iii BRICK
a 2" CLEAR GROUT, "RAMNEK" OR
GRATE ELEV.
10.40
SKIMMER TOP ELEV.
8.90
WEIR ELEV.
7.40
SKIMMER BOTTOM ELEV.
7.15
ORIFICE NWL ELEV.
5.75
INVERT ELEV.
2.50
SUMP ELEV.
2.00
\-6" PVC
WET DETENTION POND
TOP OF BANK ELEVATION
11.0
100 yr. STORM WATER ELEV.
10.68
25 yr. STORM WATER ELEV.
9.51
5 yr. STORM WATER ELEV.
8.39
MEAN ANNUAL STORM WATER ELEV.
7.83
NORMAL WATER LEVEL
5.75
BOTTOM OF POND ELEVATION MIN.
(-) 6.0
_ SKIMMER CONNECTION DETAIL (POND 2) STORMWATER MANAGEMENT FACILITY #2 - CROSS SECTION
N
> T - "O" RING JOINTS PLAN 12" WIDE WEIR
WHERE REQ'D.
U) MODIFIED TYPE "E" INLET
n w_ MINIMUM WALL THICKNESS SHALL
o BE ONE TWELFTH OF THE DIAM. TOP OF STRUCTURE 4" THICK, 3,000 PSI !f BERM , CONCRETE
Q 12 (GRATE ELEV.) I I
2" CLEAR OF THE RISER, WITH A MINIMUM CONCRETE RUBBLE
SKIMMER TOP EL. ----- z
WALL THICKNESS OF 5". \\/ 6 TEE WITH CAP AND 4.5
/
\ 1 SKIMMER PER 6 DUCTIL
E IRON DRAWDOWN �'� �` �� "
MIN.r . / FDOT INDEX 240
/\ ,\\/\ WEIR EL. OUTFALL PIPE HOLE LED IN BOTTOM z
o= BEARING CAP \
DRILLED
// / bo ------------
a 2000 P.S.F. SKIMMER BOTTOM EL. I E EE DETAIL) SKIMM R S L) �
2"CL MAINTAIN \\\ THREADED CLEANOUT CAP i EL. 9.00
12" COVER I i S.W.M.F. #1 4 cm
6 SDR -35 PVC DRAW- O
OVER PIPE 30" HP 4:1 TOND o in n
1 �- -�1 EL. 6.85
r
SECTION DOWN TEE I EL. 5.0 EL. 6.0
-- -----� TOP OF BERM
PIPE I I = - ------- -- - -- ---
----
-----
A L-- i A EL. 3.0 EL. 9.0
INVERT NWL EL. CONCRETE WEIR
NOTES: / INS OF 6" PVC
FILTER FABRIC -
12" THICK CONCRETE RUBBLE EL. 6.85
z z UNDERLAYMENT MIN. 1 1/2" DIA. STONE W/ 2 2
1. USE H2O TRAFFIC BEARING GRATE. \ SUMP ---- I 1 1 I
\/, a a 4 10 0 bo FILTER FABRIC UNDERLAYMENT 10'
2. PIPES MUST NOT BE IN CONSTRUCTION JOINTS. \-� 1 24" TURNDOWN AT ALL EDGES m z T
�/ \ \ \ \ \ ° . //\/\ �� z SEE PLAN FOR OUTLET LOCATION
3. PIPES SHALL BE FLUSH WITH INSIDE WALL STRUCTURE. \ \\ \\ \\ \� \\ \\ \ \ \ \ \ \ \ \\ \\ AND ELEVATION FILTER FABRIC
4. DIMENSIONS MAY VARY SLIGHTLY BUT H-20 LOADING MUST BE MET. 2'x5' CONCRETE PAD, N UNDERLAYMENT 6 DUCTILE IRON PIPE
5. CONCRETE DESIGN STRENGTH 4,000 P.S.I. 4" THICK (TOP EL. = 4.0) PLAN VIEW SECTION A -A SECTION B -B
SECTION 5" ORIFICE HOLE DRILLED IN
6. PRECAST IN ACCORDANCE WITH LATEST EDITIONS OF ASTM C 478. CENTER OF PVC THREADED CAP.
STORM SEWER MANHOLE DETAIL (ST -47) OUTLET CONTROL STRUCTURE STORMWATER MANAGEMENT FACILITY #1 - OUTFALL DETAILS
Y
SNA
Goodson Nevin
and Associates
Consulting Engineers
E.B. # 26306
10175 FORTUNE PARKWAY, SUITE 403
JACKSONVILLE, FLORIDA 32256
(904)519-7770, Fax(904)519-7776
E /V.N I
? ;Sk
No. 54666 c
STATE OF
cwo
PREPARED FOR:
FLEET LANDING
ONE FLEET LANDING BLVD.
ATLANTIC BEACH, FLORIDA
32223
FLEET LANDING
EXPANSION
ONE FLEET LANDING BLVD.
ATLANTIC BEACH, FLORIDA
DATE : JANUARY 12, 2017
PROJECT NO.: 11618 5
DESIGNED BY : JOHN NEVIN, PE
DRAWN BY: J P M
SCALE : AS NOTED
No.
Date
Revision
1
7/24/17
REVISED SCHEMATIC
DESIGN SET
2
10/10/17
COJ PERMIT SET
3
12/9/18
COJ AND COAB PERMIT SETS
4
13/13/18
REVISED PER COJ COMMENTS
5
4/20/18
REVISED PER COAB REVIEW
THIS DRAWING NOT RELEASED FOR
CONSTRUCTION UNLESS SO NOTED
ABOVE.
SHEET TITLE
CONSTRUCTION
DE ILS
C3.1
S H E E T