AHERN 1 (3) I
- w
w
z
Z
. � w
d
w
w
40' 30' 20', 10' 0 20' 40' 100 SF
SCALE: 1 --20' m
U)
- O O
p w
V
SAWCUT AND REMOVE EXISTING
PAVEMENT TRANSITION, PROPOSED >
NOTE: i PAVEMENT TO S-1 AND S-2 GRATE a
W I ELEVATIONS TO PROVIDE POSITIVE FLOW
SEE SHEET 3 OF 9 (LAYOUT PLAN)
FOR ALL DIMENSIONS.
} I�
Lu MATCH EXISTING }` m Ertl i I, S-2 z
�i d w PAVEMENT ELEVATION i z i cc i ! I} EXISTING INLET
o } �I► I i 1 4 GRATE EL. 11,91
1 ®i O 1 a G 3G L.F. OF 12" R.C.P. ��I W ! 1 LE. 8.54±
! U i M, i m = �: Sg u,
E i I I G t�D a.. :,i (•i.
ttt �I �-, ' '� � CONTRACTOR SHALL VERIFY
O I"" ELEV'S. PRIOR TO CONSTRUCTION
{ J
S-1 II 1 �- .J >-
i �' i = W S-4 TYPE "C" INLET i! I.E. 8.65 W.
I Q p " I g EXIST. 12" PVC �. ;1'!IK.. r�Afi: (t`{t' N W m
MATCH EXISTING UJ y o s TYPE C INLET GRATE EL. ,g, 1 c m r o
z = z (� Y
PGUARD POST-\AVEMENT ELEVATION X m GRATE EL. 10.65 I.E. 8.75 r ` { DRAIN PIPE II - z
• `� i �•'�, a v w I.E. 8.50 i ��% cn a w
1 z O !r { 1
FINISHED ELEVATION OF v a w w z
\. i t 1— ca TYPE A O 4" WHITE �- RAGTIME TAVERN h 30 I� (�` -I'. u' T- a 0 �`' v
S ,Hr ;._ ca �ti� N 1 Ct IASPHALT PAVEMENT / BRICK
R �,
IP t: 11 ` PAVERS IN THIS ;AREA TO BE
< , �... " =- • -• 1 18" 0 C Qa 5° NE
I B STRIP (TYP.) 4 WHITE ST J+ 11
------------------------------- -�.....-.......-......,.-.... .. -_-- _ ......._. ".-.: .- ..._ _- -- - -�. O �2s► "� 4 h O hh ::>r �,g. ..n;. ' ? a\I �O O ?! 1 / y 1 / 4" ABOVE E �STIN
�• .. •� � ti '6 �, �O 6 �o , .a L. h t ,. \I� TINGG CURB
..............................:,,•x-,,.--....-...-............_•.._......-.........,......_-.'......._..-.r....,...._ (l .01
•�, tq —\ /+ - •s
GN V \ v: .,./I`{! YA�:�L}�., t '\V 1 'A a (�_.• ��I• ��• ~� /;;`\ •A ! �� �• h�' i !
REMAINS -J F �• 'a� :l r {2!J•. t„ � � V� CC, T o" 3—� f l � �'S�o I r o �V j�eq w .. "7
�.\ i_ 3 �:..E B; �:E W........._.,._......_.... .�......-........_......_... , ,�o - ._ "- _ �._ �'1�I w .� a T� ! rHANDICAP ° O<<. o ; ;E
�.. ._... .> O 3 f taf I L ."
"....`.: ... .. _w................. ...___ _. ....."... ...... , _• 1 . ;1 �� ;h O O ti C ' ? �. �O / 1 I t M ti �^ '� YvA, ..r�
F] Lm
:> r: :>5 T L C 1w ���. ..................- ;}` 't ;
Eti: H TIP r,. \ .� r .............................._.y........... _.W_."._.-"..-..y .....""-... -..."._............_...._. �
�?1`1uEf��.f�C)l11"I) ..:-.. • 1 .s 1'.\ W
1
c� <: t. Y I.E: I f>> - -a J r 3h 1.75 ``• ' ' �. o i REMOVE 40 L.F. O.F EXISTING BENCH MARK �'' z
E. 3 I . I
........_--....._.._.._J :=, (` I � .e,Y 4•Y ,� 4�,• �. •� �. 8" TERRA COTTA A111Q REPLACE a w
I ,;( I . , S I 0 _ r 11.75 X-CUT ON CONCRETE SLAB
C,i'"l i �. O �► 11.5 I ` ? D.I.P.
; ) WITH 8 DP (CL-52) MAT� 1 ELEV 12 85 (' w
`
AT,'�.. ,; r; - NI 1 C. .-. . r : y oo �v ; a I I ao :�:.r EXISTING ELEV'S. a
1 } MATCH EXISTING �'`' �O h 3 cORA . I vi -..., hh ' 1 - -..... 1*;- �• i I .
BASIN 1y. � � ,h .. , � hh \ z 4% ,
�
ATLANTIC BEACH I O CITY STANDARD �� I z
I I<`%. 1. . :'t> PAVEMENT ELEVATION `� �'`' CURB (TYP.) 1"� ° '�� I `, I -Jv . `a ` 25 � mow: '„��./ 34 L.F. OF 12” R.C.P.
------ ------ — ------ — i------------------------------------------= — -------- .— .-- — -- — —.—_—---�..—. ------- ------- — --- .-- ------'— ------- \-- --- —i— --- r — --- '— --^�----------- — —--.._-----T+--------^ }.'---_ W
,., rl, /�• 6O \. Z ,•I• I R 1N PIPE
\ C "' '--
BLV®. R W !/ARIES �j. O _ FINISHED ELEVATION OF
NEPTUNE BEACH .
ATLANTIC ( ) t., �► I •mss ,��,. ► : ��,, ; � ���>E �� o Z
N E '� 11.25 I _ 91 15)
ASPHALT PAVEMENT / BRICK o
0
'IIN
8„ WHITE STRIP -_ S
` • • �h ` - -- ••• 4 � PAVERS IN THIS AREA TO BE �
P; 1: . :. 1 h ..• 1`, ;'1.4 - I N 1 / 4 0 EXISTING CURB LINE v'
{. • `� �t t: r" ti ?..- <:, ?� ; ` fi E:'. ? �c'�h Ii i T F I ,9 „ ABOVE 71 UR �
18" WHITE STRIP F \ I :
�3h �: \ , 7, r >, �; r TpERC"l1i) ��t t�F,,ACKFD �_ 1FD (REPLACE) EXIST. 12" RCP Z
>>� DRAIN PIPE10' q TO
W
" -
I I,,g O O O O 60 h ..
--- — -
-•�`. 12 WHITE ST �O z
,-
h
i
r 1_
A•- a
J
C P
_....... << 6
(�3 SFrrye W.V.
BR .Cr 0 L,.F...OF...12"
( l..Air { 'L..�� 3 , ♦ ..j f'.� �.., V ... `.l • J _ ••,,. /:y ( E
•-------------•----_---------•-•]C• l.•�'��thi`�-:.. E .~� °r.... • � F—
._ ..
W w
r ;A HEADER CURB •`�f ' i cx t,> I "�I r z- . -'r" �~ I --..
1 1 14.:d PRIVATE A )D N �� � : l.�l �' �I . I €'CLI. � v
,t �. TRANSITION CURB
PARK I NC <a rN_-..... '- 1 i
INV
� r;g 1 .! Al
-<. E:r. r I --• Z
r
I
-`
1 1 t. .,
1' 0" TO EXISTING _...�'t>t�iC. I.. I GN I / ' ' %� �v. r,; fsl< tC
t ,Tl
• GRADE Z
1 I �� 1 "'j�t �� �'c'+ PAPA JOE'S '� _..-.fV I r - , �+ o
1 W 1 S-6
HEADER. E:�•.. f SUN DOG DINER { >`s �'
! W ^r ! `'� 4�tr:�� -1 � ..T PARKING y�� p� GRILL AND BAR ► .i.. .. . CONNECT TO EXIST. INLET AT Z p�
1jj +' i v f, i� I I.E. 8.25. EXISTING CURB TO
! t� MATCH EXISTING �, t ;:, ....� �' ! REMAIN INTACT. U
! ! AIS _EY>F-..�, M
UNMARKED
1 ! TC)P I 1 76 1 c.a WI
1 p 1 S-3 # L C) � ... € N i i I� ! APPROXIMATE LIMITS OF
i Z SINGLE GRATE CURB INLET S-5 .. ! EXISTING ASPHALT DRIVEWAY
N GRATE EL. 11.00 I i
CONFLICT MANHOLE i " 1. }
I.E. 8.70 TOP EL. 12.10 �••j O ; 1 MATCH EXISTING
I.E. 8.35 (STORM LINE) ` rte„�� PAVEMENT ELEVATION
! ! I.E. 9.95± (SEWER LINE)
C4 O
4" WHITE @ 450 r ■ �'
18" O.C.
o "' cn
HANDICAPPED PARKING C W w
ONLY SIGN (TYP.) v W
e ;>z
4„ WHITE ` "o
LEGEND NOTES: Z
U
4 BLUE ■■� ■■�i■ z ate. a
v+
Ln
PROPOSED TYPE "A" CURB 1. ALL EXISTING WATER METER BOXES AND ■ N
HADICAPPED PROPOSED CITY STANDARD CURB EXISTING GATE VALVE BOXES WITHIN 'THE C M
PHASE 2A CONSTRUCTION LIMITS ARE TO v
SYMBOL (BLUE)--,-, -•- - RIGHT OF WAY LINE BE ADJUSTED TO FINISHED GRADE.
.^� EXIST. SPOT ELEV. }
m
PROPOSED SPOT ELEV. 2. REFERING TO THE DEMOLITION PLAN THE
12' 5' ® PROPOSED MANHOLE NL ETS AND STORMNTACTOR IS TO PIPS ERIFY IF
ARE TO TBE M
PARKING BY 36+ �
•.;, � ® PROPOSED INLET REMOVED ARE TIED TO EXISTING ROOF DRAINS,
DISABLED
``-•- DRAINAGE FLOW ARROW AREA DRAINS, ECT. OTHER THAN EXISTING z
12 STORM LINES AS SHOWN ON THIS DRAWING
PERMIT AND NOTIFY ENGINEER PRIOR TO REMOVAL.
• 3. CONTRACTOR IS TO VERIFY INVERT ELEVATIONS z
OF EXISTING STRUCTURES PRIOR TO ORDERING DRAWING, �
$250. 00 FINE 4" BLUE 4�-11»— 4" WHITE
PRECAST STRUCTURES.
W-1
5 OF., 9: .
HANDICAPPED SIGN HANDICAPPED PARKING DIAGRAM HANDICAPPED RAMP DETAIL DATE
NOVEMBER, 1996
PER A.D.A. REQUIREMENTS PER A.D.A. REQUIREMENTS PER A.D.A. REQUIREMENTS
PROJECT No.:
PRELIMINARY NOT FOR CONSTRUCTION
9s2o
« ?NCTPD0I .PLT /
i
�C
• i
}
APPROX.240 LBS. N w
1 1/2 " ASPHALTIC CONCRETE ❑ ❑ iam
TYPE S-1 1500 LB MARSHALL 6" W
i.,. BC 18" MAX.
Bc 12" MIN,
SLOT OPENINGS SHALL 1
NOT BE IN WALLS I ��
WITH GRATE SEAT 1 n
75,100% MAX.DENSITY
8" LIMEROCK BASE,MIN.L.B.R. 1
i CAREFULLY A•A.S,H.T.O.T-180 r1 n
COMPACTED NOTE: CONC. DESIGN
SHEETING BACKFILL STRENGTH ❑ V Q°
12" COMPACTED SUB-BASE,MIN, 4000 P.S.I. 2 �" 7i8" 1 So 1 7/8"
R.40,MAX.PLASTIC DENSITY 35 7/8" 2 7i8"
C A.A.S,H.T.O.T-180 : 6" Iain Z
< PLAN
E 4R Nf3"PAD Z
1Y ,� _ L EYE BOLTS 1 v2" 7i8" SIDE VIEW U. O d
\ — +
1/4 BC (SEE PLATE I 35 US"
D-210) 6" 2• 8" U
i 4" MIN. 2 V4 3 ELEVATION w
TYPICAL PAVEMENT SECTION 3 •" 2 �4" e o
i ALL EXPOSED CORNERS �+ V)
NOTE: 2., AND EDGES TO
�� BE GRATE DETAIL
SOIL ANALYSIS MAY INDICATE THE NEED FOR A ( CHAMFERED Sia
COMPACTED GRANULAR THICKER BASE COURSE THAN THOSE SHOWN HEREIN, j
MATERIAL THE PAVEMENT THICKNESS SHOWN HEREIN ARE NOT
INTENDED TO BE ABSOLUTE,BUT ARE PRELIMINARY ; 2"x2"xv4" ANGLE IRON GRATE SEAT > W
HALF SECTION HALF SECTION CRITERIA AND MAY BE MODIFIED TO ACCOMODATE (SEE PLATE D-209) BRICK a
SHEETED TRENCH UNSHEETED TRENCH THE BEARING CAPACITIES OF VARIOUS SUBGRADES.
LU ,
1 COVER
' #4 @ 12" O.C. B.W.
TYPE II " 2- #8 @ 6" O.C. -- °�
COMPACTED GRANULAR BEDDING "1
6 1 6 Z
MANHOLE FRAME & COVER � / W
FINISHED GRADE VARIES
;, GROUT aaq• siva a MAX. DEPTH 15'
Q �
a r s as a ,
' ,.„ arr , r GROUT,OR "RAM-NEK"
JOINTS WHEN REQUIRED LU LU
`-' BC + 18" MAX 12'NOMINAL 1 W W
18" MAX.
a �a
Bc + 12 " MIN. VARIBLE
ADJUSTMENT 1, ' I i •� ,
BC (GRADE M M) / °
m m
CAREFULLY , 2'-B" -- - i
o m o
COMPACTEDLIJ
i�T
#4 @ 12" O.C.B.W. PLAN �, -� .!, �, �, -� U j
SHEETING BACKFILL a'i r ° •�" a a m Y 9 a Q _ Q Y
• 1� •1 1 Q ! Q ! Q t
, I ' PIPE MUST NOT BE IN PRECAST IN ACCORDANCE T ? Q to Z Z
CONSTRUCTION JOINT WITH LATEST EDITIONS /
io n vs c
OF ASTM C 478 \,
PIPES SHALL BE FLUSH
\ 11 1 11 aa,o T NOW WITH INSIDE WALL GROUT MANHOLE COVER AND FRAME
I° 'I 1
_ 1
PER CITY OF JAX1, 8n . STD,
1 14 1 #4 Q 6" O.C.B.W.
1° 1 NO JOINTS TO OCCUR i
�\ ,I STORM SEWER WITHIN M.H.LENGTH MINIMUM BEARING CAPACITY 2000 PSF
y\ .1 AS PER DRAWING. 'i 2''-8" �i' BRICK a W U
C.I.PIPE z ,
SHAPED BOTTOM SUITABLE °' °1 2" CLEAR GROUT,"RAMNEK" OR I W
0,5 Bc UNDISTRURBED SOIL '
O RING JOINTS W
INFLUENT SANITARY SEWER PIPE MUST WHERE REQ'D, a.
NOT BE IN Z
HALF SECTION HALF SECTION �� 12"SUMP °� w W MINIMUM WALL THICKNESS SHALL `+!
CONST. JOINT H rn Z ,
SHEETED TRENCH UNSHEETED TRENCH •1
POUR IN PLACE 2"PAD o a BE ONE TWELFTH OF THE DIAM. 0.
6" 1 '° ° 6" e ' a I 2500 P.S.I,GROUT
> 2" CLEAR OF THE RISER,WITH A MINIMUM o
TYPE 1 = ° r — y 1516 ">fT. WALL THICKNESS OF 5". o
SHAPED BOTTOM WITH ,
zd
TAMPED BACKFILL - r iTTI m null nr .,•.1� „T MIN. :\
BEARING CAP a: PIPES SHALL BE FLUSH z
WITH INSIDE WALL.
2000 P,S.F. z
W
NOTE:
O
1, THE INTERIOR AND EXTERIOR OF MANHOLE
SHALL BE GIVEN TWO COATS OF FARBERTITE
BITUMINOUS WATERPROOFING MATFRIAL,
g" DO NOT COAT JOINT OR PIPE OPENING SURFACES RAISED LETTERS,1 3i4" HIGH TYPE J-1 MANHOLE z
FLUSH WITH TOP OF COVER Q
a 1,2•R CONFLICT MANHOLE DETAIL
j ACKS w
Q� 0 1.For square or rectangular precast drainage structures,either deformed or smooth welded
U
2 3�4" 7 y�
18" � � wire fabric may be used provided:
RAISED LETTERS 1" HIGH a)The smooth welded wire fabric shall comply with astm a-185,and deformed ( Z
12" f FLUSH WITH TOP OF COVER � U 01
0 welded wire fabric shall comply with astm a-497. /� 04 0
CURB IRON Z
STORM b)Width and lenght of the unit Is lour times the spacing of the cross wires. Z
GRATE SEWER CU
RB INLET FRAME cl Wire fabric shall be continuous around the box,spliced at quarter point(s) C
2 - CONCEALED PICKHOLES with overlap of not leas than the spacing of the cross wires plus two Inches.
7" 3 V4" Z
® H
2.Horizontal steel in the walls of rectangles structures shall be lapped a minimum of 24 bar
NOTE: diameter at corners.
HEADER CURB FRAME & COVER SHALL BE
33 L8" 1" 3.Welding of splices and laps Is permitted.The requirements and restrictions
MACHINED OR•GROUNO AT
F R TOUCHING SURFACES SO AS placed on welding In AASHTO M-259 shall apply.
TO SEAT FIRMLY AND 4.Rebar straight end embeddment or peripheral reinforcement may be used In lieu of ACI standard
• 8" 36" -- 8" 2 " PREVENT ROCKING. hooks for top and bottom slabs except when hooks are specifically called for in plans or
7" 8" standard drawings.
5"
l34 12" S.Concrete which meets the requirements of ASTM C-478 shall be used for structures constructed LU O
to these details. W cNr O
i/1"R COVER 6,Reinforcement can be either deformed bar reinforcement or welded wire fabric.Bar reinforcement (� ~ a M
1" R CURB INLET FRAME GRATE CURB IRON o
(265 LBS,t 5 LBS.) other than 40 KSI may be used,however only two grades are recognized: Grade 40 and Grade q Vt
60.Welded wire fabric,including deformed welded wire fabric,will be recognized as having a Z p Q
/— MORTAR SEAT 3/4" MIN.THICKNESS (� 1" I design strenght of 65 KSI.The area of reinforcement required may be reduced In accordance with ,� p�
12" ./ i t the Equivalent Steel Area Table provided,For bars and spacing not given,the steel area u 0 "
,�"R �— BRICK required can be determined by the following equations: Q r W w
12" Grade 60 Steel Area = As 60 = 40W80k x As 40 W -j
6 TB„ 7„ II 1-•• ,
1 V2' V4" 2 V4„ Z
1 i2" J L � 1" Welded Wire Fabric Steel Area As 85 40k85k x As 40 � �M � �o
In no case will fabric with wires smaller than W3.1 or spacing greater than 8" be permitted,Bat U
8" 36" 8" 35 3/4" reinforcement shall show the minimum yield designation grade mark of either the number 60 or 8e Z N
one 11)grade mark line to be acceptable at the higher value.Maximum bar spacing shall not be 5_
y4" to
18" greeter than two 12)times the slab thickness with a maximum spacing shall not be ®
GROUT,OR "RAM-NEK" 7/8" 1 �" the wall thickness,with a maximum spacing of 18". Z M
DEPTH 2" CLEAR JOINTS AS REQUIRED 8-RIBS V
CITY STANDARD VARIES
#a@ 1r O.C.B.W. 32 a v4" EQUIVALENT STEEL AREA. TABLE m
4"
GRADE 40 EQUIVALENT GRADE 60 EQUIVALENT 65 KSI
6" --12" a0 �" REINFORCING BAR REINFORCING BAR WELDED WIRE FABRIC
—FACE OF #4@ 6" O.C.B.W. Bar Size & Steel Bar Size & Min Steel Style Designation Min Steel
CURB FRAME Spacing Area Spacing Area Area
2" R. q�r r 'arm sa• ass.
8" C_2" CLEAp (215 LBS,APPROX.) #4 @ 12-CCEW 0.20 #3 @ 9 1516 " CCEW 3"x3"-W3.1xW3.1 or z
SLOPE SAME
AS PAVEMENT / / 1 Vq" 1333 4x4"-W4.5xW4.5 or 1280 0
3 R. 3B" 6"x6"-W6.5xWe,5 v
1" #4 @ 9" CCEW 0.20 #3 @ 13 15,16 " CCEW 3"x3"-WIlAxW3.1 or �
BEARING CAPACITY MINIMUM 2000 PSF �GGLL�:LLLl1�
3 /4" R. or 1778 4"x4"-W5.5xW5.5 or, 1641 Z
6"X6"-W8.5xW8.5 z
' PIPES SHALL BE FLUSH WITH INSIDE WALL I 1"
PIPE MUST NOT BE � .� � 3,4" #8 @ 6" CCEW 0.20 #3 @ 9 1516 " CCEW 4"x4"-w2oxw2o DRAWING
B ! NOTE: CONC.DESIGN STRENGTH 4,000 PSI IN CONST.JOINT 2 V4" or .5867 or .5415
`O PICKHOLE DETAILS RIB DETAIL 6"x8"-W3OxW30
#7 @ 6" CCEW 0.20 #3 @ 6 1546 " CCEW
PDDT-1 a
or .80 4"x4"-W26xW26 .7385 6 OF
9
CURB INLET DETAIL MANHOLE COVER DETAIL DATA: o
W
.r NOVEMBER, 1996
TYPE A CURB NOTES FOR MANHOLES a
AND INLETS
PROJECT NO.:
TNC.TPODT.PLT
96120