1600 SElva Marina DR 2014 ABCC Clubhouse Drainage and Paving -Ni2aS'ttSi48a€t-...
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NOTES:` o ti a 25 162 LE,OF 24 RCP '�
° a ° 5 0 a
-' 2 @ S. ='i}.12/r0 6"COMPACTED LIMEROCK BASE ,
5.15 - , 2"AS CONCRETE Z
1. DOWNSPOUTS/ROOFi a f a ° � ° 9.3 ' 8.45 MIN.LBR 100,96%MAX.DENSITY
•
DRAINS WILL BE SHOWN ° \ „ o _ ° n r i .; g AASHT0T-180(MAX 6-LIFTS) SURFACE COURSE TYPE S-111 2• +p
o ON ARCHITECTURAL PLANS ° o ° a °- a ° o - 8.80 ,rw. 9 ; t MIN.1500 LB MARSHALL(t UF ',
{ ° 4 8.55
° { ° a ° BUILDING 8• 9- 9 J •••• • �
® • ° ° ° r ..?='f• 1 PAD - °. _ °. °. a>. :% i' l�,•
2. ROOF DRAINS WILL CONNECT TO ADS/HDPE LATERALS ° 4 °.a° 2,500 SQ FT i 0 5.50- ., •'••■■.•g••°•
\. 7 12"COMPACTED SUB-BASE Q y
UTILIZING ADS/HDPE FITTINGS AND CONNECTIONS. o - a ° ° n FFE EL. _ ° a _
° 9.40 7.90 8.20 DE . _
��} o - .,i MIN.LBR 40,MAXP!ASTIG INDEX 6 Q �n
°
WPP COMPACTED TO 98%MAX. � [ . N
DENSITY AASHTO T-180 Q Q
3. ADS/HDPE LATERALS WILL HAVE A MINIMUM DEPTH OF _
OL
' I
P
° . TYPICAL PAVEMENT
_ 4. INSTALLATION OF ALL ADS/HDPE PIPING WILL BE PER 0 L
MANUFACTURERS SPECIFICATIONS- 4 P C TONE ' `: - 8. 8.70
°E
a > U. - 30 8.2 .0 ` `g t NOTES:
U - a - ° - f�r - - °' ° _ o'=- - - ,. :;`4 c m = to
5. DRAINAGE AROUND POOL DECK TO BE PROVIDED
• o ° c a 1.SOIL ANALYSIS MAY INDICATE THE NEED FOR A THICKER BASE COURSE THAN THOSE SHOWN py aY
,
a^ HEREIN.THE PAVEMENT THICKNESS SHOWN HEREIN ARE NOT INTENDED TO BE ABSOLUTE, E � t`6
Z BY POOL CONTRACTOR AND WILL TIE TO THE BUT ARE PRELIMINARY CRITERIA$MAY BE MODIFIED TO ACCOMODATE THE BEARING w Z Q
° ° a ° CAPACITIES E c
SURROUNDING YARD DRAINS. •._ e ' a a° a a a 8.65 i OF VARIOUS SUBGRADES. 0 3 Z
T _ 8.80 v c m
a ` 1 2.ALL DISTURBED AREAS SHALL B c t0
L E SEEDED$MULCHED-ALL AREAS WHERE SOD HAS BEEN
°
DISTURBED OR REMOVED SHALL BE SODDED TO SATISFACTION N � v � c 0
' 6. PRIOR T ANY ° -
_- . O O WORK BEING CONDUCTED IN THE � o - ' a . _ ° ,_' . a
8
OF OWNER. n p
F .. a - ° - _- _ _ °.
° o a ,. C a ° ` 3.THE OWNER.PROJECT ENGINEER ANd GEO a -
N CITY OF ATLANTIC BEACH RIGHT-OF-WAY THE a � � � a � - y� �_£ � ��__ � TECHN(CALENGINEERMUSTBENOTIFIED
a °' - ° °. ° a. a °' ° 1 FORTY-EIGHT 48 HOURS IN
°. 2 a ° ��• � ,�7 a _ - ° .4 ,,r ,, _ • . , .,;, _. '� � � ( ) ADVANCE OF PAVING IN ORDER TO HAVE SUFFICIENT TIME TO •, y
- °. °l o - ° a ° Y. 3, n INSPECT THE LIMEROCK B `m
CONTRACTOR MUST OBTAIN A RIGHT-OF-WAY o a a _ ° ° t ASE AND ALL DENSITY TESTS-ANY DEFICIENCIES TO THE LIMEROCK
8.25 _ n ° !y a a o
tr a °. ° o a .. 1 _
° 1
o ��, a a ,. a ° ,1 � s � � SASE MUST BE CORRECTED PRIOR TO PAVING TO THE SATISFACTION OF THE OWNER, -�-• a o
PERMIT FROM THE CITY OF ATLANTIC BEACH. ° °. o �O o - a a,a1_ _,-w.._.,,... v� "" fl PROJECT ENGINEER a
a t o ° j � ° ° � jQ f. � ° Fr ,` � � G EER AND GEOTECHNICAL ENGINEER.ADDITIONAL DENSITY TESTING MAY BE . m yca
° a ° ; REQUIRED. a 2 a
ar a °' ° o a ° a ° ° ° sfi _ ! > rn -a
r, ,
a `-a - _ • / a °• ° GYM 5.25 " , 0 = -
8.95 ° 4.ALL CURB AND GUTTER(MIAMI,CONCRETE OR ASPHALT VALLEY ET
1,040 FT 75 a C.)SHALL HAVE A MINIMUM () y
_ SID .4 0 a FALL OF 0.3'IN 100 L.F.
FFE EL.=9.40 8.5 ► a 0 >
5.AS AN ALTERNATIVE,AN APPROVED CRUSHED CONCRETE MATERIAL MAY BE
° a °- ° a _ ° a `s- 1 a MIN.LBR OF 100 COMPACTED TO 98%MAX.DENSITY PER AASHTO T-180. 4
,,..,. o ° _ ° Q � USED WITH A
c- - _- q _ - - -,.{` a - °`- ° . - ,• - _ .. - a ° i 7• 5.15 , MATERIAL MUST MEET THE CURRENT FDOT SPECIFICATIONS FOR GRADED AGGREGATE
t30 W
a n �.; ; BASE.
5.05 .65 `
° °
° ., 1:- 7
4
6.R IS THE CONTRACTOR'S RESPONSIBILITY TO ADHERE TO ANY ADDITIONAL [�
60
15"HDPE DRAIN - ' ' :-: a °.a • \o .
0 e F
R
ECOMMENDATIOINSIREQUlREM
ENTSOUTLINED WITHIN THE REPORT OF
t GEOTECHNICAL IN GRA F 0 "ADS v oco N0
4)1
M sS0.25 EL. =7.5
INV. EL.=4.2 ch
_ _
7. - _ - i OP OF SANTL
. 5.20
- se
8 ' t -- .46
Typical Pavement Section for Clubhouse
5:90 - - -- - t .t
7:5 and Selva Marina Drive Median
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o n # [HO CMN Z
° - _ CS�f
9.30 ° a° �,- ,. �`�= - CH-2 10"PVC
N. C INV-5 5
8.80 " S 1( PVC INV=5.46 F
:'-q =h., 7.65
f a cTY E E 1 LET 6"PVC (NV=5.63
65.: 7.15 G TE EL.-7.00 8.95
L. =2 50(24 8.45
a - INV.
E
a ° ° INV. L =2. 5 15; k
� a 3 a . 9 36 �, ° a : � �, 8.95t
l
a 9.36 a7.857.3
= t 1
94 LF OF 15"ADS = /f ° 7.85
°0.27% 6Q LF F 24._ CP /
@S.= k M. c a c h a _ - 8. 0
° nb ° ;, S. 170% 8.55 0 fl
8.75 05
a a 8.4 fl
CIS
c a
D-3 `<e 7.95 ; ^^
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15 ADS DRA BA
a t SIN =-
9.2 N " CU
x ° ° @ EL.=9.0tiT
_ fl - CONCRETE
INV. EL.=3.00
7. ;_ 7.65 7 DRIVEWAY d- u,
70 ° a . a f 7.15
7.1 - 1 z
,
- - - CU tQ
a .
a 9.36Lu
a _ 8.05 \4
a °
8.25 LL
-
YD-7 - --- - - T
" r� � 7.70 ° , a ° f -_-_ _-__ -__ -7 95 '+,+ � s ` � ("� �
-
15 HDPE DRAIN � x a � a � �- <`` .. CH-3� -; a °-
W/DROP IN GRATE f a
O s.
TYPE"E,� INLET • � � Q
@ EL.=7.50 GRATE E .=7.
�` 9.2{}` �` W
INV. EL. =4.00 a TI CLEA OUT IN . EL. =2:40
{ TOP OF SAN �-
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a c
f
a
f MANHOLE=7.66 8.60 i (■} Z
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• 7.60r ". " S. 3`"PVC INV=5.90 ; n
GOLF CLUB
9.36 5.10
\ a a P G G c 12,200 SQ FT o z
a ° a FFE EL. =9.40 C .
z
g
OUT 'µ G uJ
a YD-4 8.05 l
LF OF 1 -
a 9.36 15"HDPE DRAIN f 7.95
=0
< 4-
W/DROP IN GRATE 1 _
I
-10 . z
895`
` 8.45
t
x ,_ a, c a . a OOL P LTQELR
.50 EL.-8 9.25
INV. EL_=3.50 „a •ra. a r , 2
, 910
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_ al8.55 - `1
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to
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94 LF OF 15"ADS ° G ,�. q k ®YD-5 -
o 15 HDPE DRAIN 9
@S. -0.21/0 120 LF OF 15 ADS
a
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°
8 ,.
4 6
� �W/DROP IN GRATE 5 �S. =0.21 CONCRETECH-@ EL.=8.00 7.80 0.35 7TYPE �E, INLET 7. 5 8.95 DRIVEWAY zINV. EL.=4.50 8.20 7.2 8.45 oRVTE -7 00
ELL
2.25(24")
9.25 a 8.55 V. EL =3.25(15"} - t
8.8 t` ° t
10
a 4 LF OF 15"ADS " 7.50 "T-
/ a ° S.=0.29% -' 1,50 a 55 ::x.30
YD-8 s 7��LF,OF 15"ADS ° � °. ° � ° a a :_ CP
45
8.90
.t .95 0.19%15. HDPE DRAIN 8.40
a 2 8 5W/DR P IN RAT 9.36
@ EL.=8.50 8.15 7
_ -
`\
INV. EL. =3.80 .55 7.75 7.30 - CONCRETE
8. 5 " 7.25 _
// .
5.70
60 LF OF 24 RCP
- : DRIVEWAY ■
a a ° a -•�a a a a: ° a - ..t. � :_ ; -- __\ _---- 8.55
. - _
_u N }_ @ 0.33% _ 8.05 t
S E a 3 7 J 0
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_ 5.45
a a 76 L �F ° 4 Q - -
OF
- -
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° _ a a a ° a ° 8:55 - - - , w
i 9.95 a. c a ° @ S.: 0.20% 3 , • ', � � r
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IN 8.45
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° °. a a c -- . PFS E" INLET g TYPE E v� V
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a q
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GRAT L. -
a
NV E 20 . 24
INV. EL. 3 X10(18a} a a c 8.30 " (?411) 1 = o M o
_ ,. - a . a ° o R NV. =1.5 30
EL. - 15 6' LF OF 3 N ( }
° S 0. 7
l
S a8.75 - o
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. 8.05°TYPE .Eq INLET .40 8.458.GRATE EL:=`8 -8.7550 - °- c , 9.05 795NV. ra. _
m
a
I E .=4.46(12") 8.5 u: v
cn-�
° a
INV. -2.75424-} CH-6 .._--- F,
165 LF OF 24"
` 8.35
° !�- f " TYPE"E" INLET
@ S. 0.18% r
GRATE EL. = 7.00 8.7
___ - 8.55
7.70 8.2
""""`�, ._, INV. EL.-2.45-24 - ,� - 8.05
7 ( � 98 LF,OF 30 RCP .45 a -
a _
A.45-(30-) o
INV_ _ :45 0 N --
� 7.95:
S. .2
�t 9.50- - �--------- - INV. EL. - r� °.: >. C ON CR E TELE
s.ao - ,
9.48 _.: - �. WALKWAY
8.60
7.65 < <
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7.15 . •
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'•. ` • `\ -- 9.10
r • :: 9.70 ,
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Project Manager
� A Acree
Designer. B.Rohrer
- -
CH11 d Drawn by B.Rohrer
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e tate of Auth• 7298
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P OI`
SANTE
% +,t .NHOLE=S 60 -
F
•®'`• •.. . - __- -- - --•_ ' i NVC
1 0"P INV-4.75
0"P
VC INV=4.74
36 RCP _
,
5 0 10 20
fl
o - Project ..
No 12210
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i
•OR��,° ° o - Date:
atY Q >... >-.. -� ,., , . • gsg ,-. CPP June,2013
Sheet No.: 28