1600 SELVA MARINA COUNTRY CLUB - AS BUILTPAVING & DRAINAGE DRAWINGS P
6" CLEANOUT
AB TOP EL=3.-W 6.88AB 4" PERF ADS
280 LF OF 36" RCP 6" CLEANOUT zj� UNDERDRAIN w
INV EL=.I..W 1.49AB TOP EL=,7-W 5.81AB m
@ S.=Dk?,ro I NV E L=_$-W B @ S.=0.50% MIN C
0.04%AB ��5 0
"r 0 MATCHLINE SEE SHEET 22 AND 23
7
co
LF OF 30" RCP 1 9 1
(P\
24
7.64 @ S.=D,42ro 8
1.00%AB I AQ
rZ A\-
40
LOW PON .2
STA. 28+18. /-S-24 1.47 NOTES: E's
co
TYPE "B" CU
*Hs z
E L.=7,--x8j 0' =20 a <
7.53AS GRATSEL= 7.15AB A CLEANOUT SHALL BE PROVIDED AT THE !k
c w
152 -INV LL=2,2T(30") 2.10AB END OF ALL UNDERDRAIN PIPES. M m,
7.7
7 4
1INV EL=.I_.�(361 1.65AB >F 6��In
5 J�2
15 15"ADS
LID (611) 3.52AB-SE �0 PROVIDE A MINIMUM SLOPE OF 0.50% ON ALL 5;C4 w z
/i\/2\ \INV EL=J:�a.�(-)0.85AB _j a: cr.
UD(611) 3-66AB-N� UNDERDRAIN UNLESS OTHERWISE SPECIFIED.
V -7.29 _TA
S-23 S-TB8(1) 00010 �,I
�T Ro
I YPE"B" CURk 0. :3
7.6 1 � �LET_ 1 HDPE DR N 01 -9 .2 z
DBL&GRATE - .16AB rt to
a5,'2� DROP ING T_ 5"x4"ADS sn P
INV* 2-.34AB 3 29AB HAR-TRU TENNIS COURTS WITH z i �
8.54. \ , EL (TYP) 6 0 a 8 0
'.UD (61') 3.78AB-SE I :L= 1).6 B PERMEABLE SURFACE TO tm = R
.83 PROVIDE TREATMENT OF RUNOFF (D
U D (6") 3.71AB-NW zj�4" 1 VE 0 V ) w LU E
GS-23 4-91- *v) cc E 's a.
AIN z
B24 LF OF 30" RCP 15" HPDE DR, 6q
155 @ S.=D A-276' W/DROPINiRA RZ 8 Q c/)
0 ic 0 _6 1
0.29%AB @ EL=f).,W 5.08 0ONCRIM .-,x ;zz 0(6 cc
S-22 NV EL=�-� (-0 0) DMMAY z 81 8
J-1 .MANHOLE Y7.38 Ix M . -8 1-
AB CL X F= z c
cl m 0
6 (L 0
TOP EL=7X6e!C7.41AB- 0
225 IF OF 15"ADS >
5< x §
INV EL=2,46.2,4 CIZ< CL Z M.t3 0
a s. =D,2e% Top OF CONFLICT F >_
zj� MANHOLE-6.49 < w
0.10%AB
7. 130TTOM OF BOX=2.8 CURB INLET
A`Q-�i3 A9 E (TYP) E.6"PVC INV=5.63 GRATE=5.72 3:
VA- W.15"RCP INV=3.00
dr A Lu
54 LF OF 30" RCP 5 4 1211X411 A w
Q S.=D�qmo m cn m
.8.90 0.04%AB CONCIRM V1, T_ V1,
DRIWay C) Q -0 o 0 0
C-4 C�
40'ACCESS, DRAINAGE A
17,0A L OF 5"A S
AND UTILITY EASEMENT .
0
0%AB
CURB INLET
-r-53
GRATE=5.72 0
w La 6
824 2o 15" HDPE DRAIN B co N Z
TOB= .00 +
z
7, 1 4 F 12"ADS ;?
156 W/DROP IN GRATb .48 OZ � z
E,15'*RCP INV-2.80 ZOZ
4 1.47 W.15"RCP INV-2-67
BOT=4 50
(a FL=r5,.W 4.94AB S, CO
INV EL=DeW 0.14AB AB Z�
929 + zj� E) =1 jL
C) 4" PERF ADS R P co 00'
I zi� 00 1 6
UNDERDRAIN zm C4
CL I < <
@ S.=0.50% MIN A
m (D
157
Hit L
8.4 z
1�1 .49 :5, 9 125 12 W_71� Z cu
b' 0 ID cc 00) sn
F fc-4N<
3 PER ADS 1.49 ammy 0
Z;J�4 co U) w 8 0 �
wq,�35 U DER IN ig z
$-: w >m-
GRADE BREAK co >m ca
@ S.=0.5 % MIN
GRADE BREAK STA. 24+97.75 !Z P Z,
STA. 16+39.54 EL.=8.60 AB 10- is
8.29A L 0 U_ z
EL,=9-8T9.86AB 2 z L -v 6 ev S (n L-
a: <
UJ uj F= 2 cu w
m
8.32AB
HIGH POINT w z
w
8.4 AB w
STA. 16+72.45 a.
GRADrBR, E`AK cu w
w w a Pn < U.
Lu 24+72.07 1.50 Lu
158 2 TB-8 co
EL.=J0.W10.18AE7 EL,=B,7-58.93AB rzn vi a! a.
STA
U) 1 :2
AB' 700
Lu B =4.50
w 8.49AB
cu
uj 'lit
ff t BC 9.98AB. Lu
z
I.' A
_j 84 �.,3 7 AP z
SEE SHEET 28 &29 FOR
U CLUBHOUSE PAVING
4., A.
AND DRAINAGE
IPT Z4A
1088AB
9.93AB A- 4. 4. z
0
4. , 4
IJ
t GRADE BREAK 55
114A �O 04 t 1. 0 , '.A.' z
CONCRIM
DRIWWAY
TA. 23+52.07
EL.=JD-Xl 0.23AB
90AB LOW POINT SHER" I'S CREEK
9.76AB
STA. 23+25.00
z
EL.=9-90510.03AB
MR
36" CUP 1.49
xB I ET co
a3 co
9.8 G RAT-E E 9.63AB 1 4 rc
AB INV/tL= (10 5.97AB
E 5.79AB w
176 rO.41 />
UD (6") 7.24AB-SE
co
A A ..
V D (6") 7.13AB-N c 1. 8 -A -:4
z
0
9.95 9.79AB 1.50 a
10.1 9AB AB 24 F 15" RCP co 'A' 4 -4mmJ
177 S.- FAY
0
78 0.1
9. 03
S-1A . 8 0
10.4
36" CURB INLET HIGH POINT Aq 4.
_41�05 A .. 13
GRATE EL=9-W9.65A*, STA. 21+00.00
INV EL=B-W 6.03AB .64
UD (6") 6.84AB
/SE 10.71 AB
.68' CONCIIIIIIEM
UD (61 6.92/AB-NW MV*VAY
6" CLEANO
AB290 LF OF 18" RCP
TOP EL- 5.50AB
-"1/153 @ S =D_+9'9r0 INVEL= .49AB zi�
0.20%AB
.30 c�
io CLEANO
S-10 TOP EL= 30AB
TYPE "C" INLE S-1 C INV EL=1.50
GRATE EL= AB
10.01AB J-1 MANHOLE 10.9 FLOW LINE
0,&DE 9REAK C?
INV E 10.9 ca
-V�10.37A COMM EL.=7,54-Fr-7.58AB
TOP EL=A4.
S i��-4,51+14.91 07 mc
INV EL=5.20 AB 1.4.. . 1
10.5 E
EL.=J4-1`Z11.35AB E L.=7_.Z9Fr-7.6 3 A B -c u,
C14
GRADE BR GRADE BREAK
10 10. 5 STA. 14+68.75
S-1
FLOW LINE 3 U) -6 4.:
S9 36" CURB INLET FFE 11.60 STA. 16+99.03 4
e10.65 E L.=19-�10 18 c cm-m
*10.72 EL.= 6AB EL.=7,49,fr 7.68AB
GRATE EL=9-W9.65AB -S .2
*10.65 m. u.
E L.=7,55,fr-7.7 6A B C
ap INV EL=A-eT4.96AB ......... 46 C? Im
C, 2
B 10.2 UD (6") 6.86AB-SE &_
0.5 11-1 GRADE BREAK 0
46 LF 4 8 LF OF 18" RCP\ N, S
LID(6-0) 7.08AB-NW STA. 15+69.91
AB
U)
EL.=13-AT1 1.24AB
'5
LOW POINT
-0.6 FLOW LINE
.85 t-0.76 STA. 19+15.00 -fr
E L.=7,47 7.7 1A B
a 41609 10.9 8.09AB FM %.0 m
*10.64 1 Ln
GRADE BREAK
AB N, 0.7 STA. 10+67.06 EL.=7_r54+1-7.77AB
E L.=2-W 10.1 OAI
c
Sil [8 OF 18" RCP 11 4' EL.=B,30- 8-09)%I37-4V5 .09AB
@ FPC
24" MES 8.06A&
-0.77 0.46%AB 8.19AB
*3.6 INV EL- 9.06A P .85AB
.57AB 7 33AB 0
9.4 .9 A 04AB CONCRIM
AB2,35- wmmy
&-94 - -
e.-O.02 AB ?b 8. AB
EL.=7,5-2+ 7.72AB
120 LF OF 2A. S /al 9 8.85AB
@ S.=D,�o S-2 Z1, 8.75AB 7.91A
3" CURB INLET �LANT/C FLOW LIN
zl� . .50 ig - -t-7.64AB
0.12%AB GRATE EL=.�,.. 9.60�B 'A Qq oj�,- - 1- -1 8.71AB E L.=7,44+ -
wr 1 S3 VE 7
24" MES INV EL=4.85 18:: AB 10.34AB /10\ 10-1 .8 8.75AB
INV EL= INV EL=3.35 �24 AB 9.2 1 AE 73 7'
.78
7.07AB-SE&NW
6AB 10, UD (6 MEMO_
-2.113.49 AB 9.1 0AB
-1.27 L- W
-1.54 A. 4
128 LF F 24"A2000 c L 12 06 R.38 7.88A NTERSECTION W/ RM
1 .7 - T- -
@ S.=0.12%AB 155 �TA. 09+89.00
CS-T 5 0.4
TYPE "C" INLET
LINKSIDE SV\IMF-2 EL.=7,rW7.74AB
MODIFIED GRATE�FL=BW 8.15AB
9 EL.=7,541Fr- 7.46AB
TOB=10.60 V EL=A4M-(12:: 4.84AB
NWL=7.10 1 V EL=3\\20 (24 AB FLOW LINE N=50'
EL.=2A2,fr 7.42AB Scale: 1
ELEV=3.10 Project Manager:
PROVIDE MIN AB
BOT EL=(-)0.90 1 110 LF\QF 12"ADS
@ S.=0*3elo- ONCRETE A.Acree
TOP OF EADWL=5.9 PILLWAY
Cp EL.=7_54-fr- 7.42AB
0.19%AB 7.39 241
Designer C.Johnson
S-45 A BUILT
i , HDPI DRAIN 7.3 CART BARN AB CH-1 1 FLOW LINE Drawn by: C.Johnson
EL.=7,4e-Fr- 7.36AB
-1.22 TYPE 1113"CURB LET Cerfificate of Auth: 7298
-1.65 -1-90 .50 DROP N GRATE FFE=8.00 GRADE BREAK .2 OF 36 RC
GRATE EL. =-7-.W 7.89AB
EL= 7.39AB 7.5 STA. 12+50.00 S. =D,25&fo
0.85%AB INV. EL. =,0-40' 0.29AB
I EL=5AT5.05AB 6" HEADER CURB EL.=�a-W8.92.A13- AB A4 �'�
0000 . INV. EL. =-HO-Z(-)0.70AB
24 LF OF 36"RCP
TB-5 5' CONCRETE UD (6") 3.74AB-E
TOB=10.00 zt�SIDEWALK @ S. =Dr2-Mo UD (6") 3.89AB-W
BOT=8.00 GRADE BREAK 0.25%AB
7.96 CH-10
STA. 12+82.66 TYPE wBw CURB INLET CONNECTTO
EL.=9-2T9.19AB
GRATE EL. =,7-W 7.91AB RETAINING WALL
uff I (N &S)INV. EL. =-0460.35AB INV. EL. (-)0.87AB
MATCHLINE SEE 20 UD (6") 3.68AB-E 1 .5 25 50
LID (6") 3.76AB-W Project No.: 12210
Date:
June,2013
Sheet No.:
TB-5 TOP OF WALL
TOB=10.00 EL.=7.00
BOT=7.50 w
MATCH -INE SEE SHEET 19
6" HEADER CURBt
Lm lul
10.7 (L
-1.7 -1.4 ra
1.2 -1.4 3.6
-2
uff 100 LINKSIDE SWMF
MODIFIED CART B N
TOB=10.60 A4FFE=8.0
NWL=7.10
ELEV=3.10
PROVIDE MIN
BOT EL=(-)0.90
Lar n
*0.7
-1.1 -1.2 3.5
1.0 z
0
1270.PDX
WAMIDS VCUJW
0.
E
Lar 9111 -0
ca
TB-7
TOB=7.00
GS-41 ASBUILT BOT=4.50 >
e10.6 12" HDPE DRAIN
W/ DROP IN GRA uj
-1.7 -1.2 A 4D
e-0.7 0 EL=A-6�T4.05" ix 0 0.
AFEL =2A'T2.06 B
WT 97
MID
q FQ
ci
LOT go C14
0.7 10- z
1.7 -1.8
0000
Uff 95
cu
Ir c:
\0
010, ASB ILT
Lar 94 20 LF OF 12"ADS
-2.1 -1.6 3.6 @ .=0.18%AB 18L 7p
-1.7 0 c
Pmw
Lu
z
8' NATURAL PATH CLEARED
Lu
FOR ACCESS TO ADJACENT U.
11 UYF N AL zL PROPERTY
GS-40 ASBUILT
el 7 12" HDPE DRAIN
W/DROP IN GRATE cu
--2.0 .6 ljVEL=f3--W5.28AB w
-1.5 -2.0 EL=-l-Wl.71AB 8
z
L LOT 02
01 z
CO)
V�� 0 z
0
55
w
LOT 91 ASBUILT
256 LF OF 15"ADS
z
92 0.7 @ S.=0.29%AB
*2.3 1
CS-TI36 ASBUILT ASBUILT %009 700-PW OW
15" HDPE DRAIN 337 LF OF 15"ADS
W/DROP INGRATE @ S.=0.760 AB
wr w (8 El-=-7,�9.26AB
'KV-EL=3-9T 3.82AB
Li
z
0
0-0
LOT W .4 10.7
A\
7�A
GS-39 ASBUILT
15" HDPE DRAIN
W/DROP IN GRATE
@ EL=4�6T5.14AB
ASBUILT INV EL=J-W0.96AB
217 LF OF 12"ADS
@ S.=0.24%AB ASBUILT
218 LF OF 15"ADS
e2l e10.7 @ S.=0.79%AB c
LOT 97 C14
CD
7;
one. 404 4.6 Ljr)
A\
CS-T136A ABUILT woo vww 7.2
12" HDPE DRAIN .0
W/DROP IN G E mc cri rl
0) FL=7-�STF.30 B 00e 4.0 -m N"" ;;F E
04.3 00 cc"4� 00
NV EL=A�8f- w 0;
4.3%'AB .2 co -0,
*4.2 0
.2. .7 --------� --�/
*4.5 ASBUILTTOB am �e u- 'CID- c
TB 6
40
TOB=10.00 .3 g >r-
BOT=7.50 0
I'A 0
Lar 85 *4. .2 1 c
s4.5 7. c
.5 C-0,
W 0)
NIS..
.2 .2 .6
60$!'�jl 111,
.2 0-0ellill
.7 *1 7 \%a &Tm PAW 022
.4 WOWS
Uff 84 .3 V EL=(-)O. B
-6.0
-7.0 -7.1 -5.8 .2
.2 117.0
.7 10. 0-7.0
6.2 -7.5 -7.7 7.7 -7.6 -6.4
7-n
-7.6 -6.3 .0
LOT 83
-6.9 -5.
7.2 -1.6
DROP INLET AS- BUILT AS- BUILT
.10.7 -7.1 GRATE 6.79
-6.5 E..36";CP.INV=l- INFORMATION PROVIDED BY- INFORMATION PROVIDED BY: lw=501
-7.6 -7.6 -7.3 RIFICE=4.0 LINKSIDE DATE: DECEMBER 29, 2014 DATE: DECEMBER 29,2014 Scale:
-4.2 DROP LET NAME: EILAND & ASSOCIATES, INC. NAME: BARCO-DUVAL ENGINEERING
IXT 02 GRATE 6.87 SWMF-1 Prood Manager
-5.9 E,36"CP INV=1.. ADDRESS: 615 BLANDING BOULEVARD ADDRESS: 7587 WILSON BOULEVARD
-5.9 1?.74 THRO CS-1,2 ORANGE PARK, FLORIDA 32065 JACKSONVILLE, FLORIDA 32210 A.Acm
pp'G� - 4"PVC ORIFICE=4.
64!�� -----�:7.0 -3.9 PHONE NO: 904-272-1000 PHONE NO: (904) 772-1313 Designer A.ACREE
*3.1 *10.7 .3 ko0- -4.5 -3.1 1 HEREBY CER71FY THAT THE I HEREBY CERTIFY THAT THE Drawn by: C.JOHNSON
-7.2 -5.3 -4.6
CURB & GUTTER - WATERMAIN CURB & GUTTER - WATERMAIN Cerlificale of Auth: 7298'
-EXISTING CS 0.6 12 -6.3 -5.5 LINKSIDE SWMF-1 PAVEMENT FIREMAIN PAVEMENT FORCE MAIN
wTm TOP EL=10.40 TOB=7.00 STORM & DRAINAGE SANITARY SYSTEM y STORM & DRAINAGE SANITARY SYSTEM
SLOTS EL=8.14 0 NVVL-4,10"woo SYSTEM LIFT STAWN SYSTEM LIFT STA'nON
-4.4 UNDERDRAIN CONNECTIONS POND UNDERDRAIN CONNECTIONS y POND
6"PVC INV=6.87 0.9 4.6 ELEV=O.10
0 ARE IN ACCORDANCE NTH THE APPROVED PLANS AND
36"RCP INV=3.45 SEWERS SPECIFICATIONS, UNLESS OTHERWISE APPROVED BY THE
'80.8 UTILITIES
FOR DRAINAGE,
50'FASEM CITY ENGINEER.
WERE VERIFIED AS TO THE HORIZONTAL AND VERWAL LOCAIONt'AS,
TOP HEADWALL-9.02 STANDARDS SET FORTH BY THE FLORIDA BOARD OF, LAND SURVEYORS Se.
www�
LINKSIDE 6. v- � EC N 72. ORI
SWMF-2 ..... Lodf PURSUANT TO S CONTRACTOR'S SIGNATURE
N Wt 79
CS-1 ID---7 -
LW 75 12.5 0 25 50
Lot 77 SIGNATURE:
RS LX 72 La 76 DATE: DECEMBER 29, 2014 CUC 056916 ProjW No.: 12210
Lm 71 Lo 75
70 Lm 73 wr 74 umum VtWT W FLORIDA REG. LAND SURVEYOR'S NO: LS 2518 CONTRACTOR'S STATE LICENSE NUMBER Date: June,2013
uff a
un a Sheet No.: 201
NOTES:
GS-48 ASBUILT
A CLEANOUT SHALL BE PROVIDED AT THE ZLA� 15' HDPE DRAIN
W/DROP IN GRATE w
END OF ALL UNDERDRAIN PIPES.
>00
r4-Ij
EL=9r7T 9.42AB
AV11W MATCH EX. MATCH EXIST. -PROVIDE A MINIMUM SLOPE OF 0.50%ON ALL
INV EL=A�W 4.28AB 0
UNDERCIRAIN UNLESS OTHERWISE SPEC3FIED.
M 4" ------ EOP EL.=12-.ea CONC. PAVEMENT 4" INV EL=5.60 MATCHLINE SEE SHEET 22
Jill 12.71AB MIL AND OVERLAY
co 90
11I ;- 1�11_ I I - -. t1f.32 MS-1
CONC.POLE W1 S T LIG14T PER DETAIL
MATCH EX. TYPE"E" INLET
iJ I -� 0, 1 . I . : I . . . : . . : I : 149 % 151
EOP EL.=12-.5f± GRATE EL.=13.30
GRADE BREAK AB 146
1110 . -AQ.59
rK 12.56AB 218 LF OF 24" RCP. INV. EL.=9.10
125 148
TM ............
MAST ARM SIGNAL STA.21+00.00 13. @ S.=D.2W 147
EL.=9-W9.93AB ...............
TRAFFIC CONTR BOX .......................................
13.26 12.35 0.20%AB ...... . . MS_2
ON CONC.SLAB 12.98AB ................ ............. 0�111 145 .............. -0:21------------
7"Am '9 ---------
KERB012.9 /f 2.35AB 1 143 144 .. ......... I , 15"MES
CONC.POI BREA I .......... - .A4...... INV. EL.=9.00
MATCH EXIST. --- -- --12-30------ --- ----- ......... ----------------- k 152
............
F7RE H YD. UIA6 .......... ----------
PAVEMENT &VALVER iff //12.82AB -4 ....................... ---------- I I
74 153 . . .
Ct
00 10.21 MS-3
5+00 L 12.%,_11 4"PERF. PVC Co 1 0.63 3 1 AB
200 Az I J 2JI7. @ S=0.50%0(TYP) ---------- ............ TYPE"E" INLET
<Mm 2.87AS -MATCH EX 126 9.98 ..................... ........ ............
>0 if 1. : I : - M .9� 15.4 LF OF 30 RC�.6 GRATE EL.=13.05
DUTTON ISLAND ROAD E. 141
5M-13 EOP 40wA=r9*6, DRAINAGE .82 INV. EL.=9.60
42 : I : -3.1 \9S.=_(Lew0
AND U 4 Ito
EL.=12-M± %5
\698 0.04%AB
0 TILITY E� 78
A\ ASEUILT S-15
S"
z12.33AB ..................................... MS-4
it TOP OF SAN )F 12"ADS 014.............. . TYPE"V" INLET -13.26 -12.80 z
MANHOLE-13. "fir------ 9.b-14. INLET PER: OT --A TYPE"E" INLET
.....................................
21 SWMF-3 GRATE EL.=12.65 r U 3: r
ED.SIGNAL @ S.=0.:24% I DEX#2
241 LF
i LOW POINT 09 0.91 1.40 -13.68 /J\TOB=9.00 0
12.54AB i STA. 19+94.33 RATE EL=A48.91AB 8.5 INV. EL.=9.60 0
-9.13 NWL=5.00 R ad
INV EL=3:85715 3.76AB r 2 1
EL.=9-359.41AB /-S-21 MIN BOT=(-)3.00
:127 INV EL=Jeq '24 1.63AB MS-5 13 s a.
MAX BOT=(-)31.00
30"MES
MY
_Ek=_1-r 30" 1.15AB TYPE"C" INLET 2
18"STANDARD INV EL=Drff 0.95AB
----- - GRATE EL.=13.40 0 co)
8 UD(6")5.02AB-N I INV. EL.=9.35 U?
CURB AND GUTTER
TURN DOWN TO UD(6")5.00113-S
MATCH EX. ZERO REVEAL 1.4i 21 AI 1-2.56 W/18"SUMP ? F u. 8
.................................. &99 0-7.56 154 -ca
I -1 19.46 ov
EOP EL.=12.-69± TYPE"B" INLET -1 04 CS-3 .84 0. a
1 3.9 MS-6 >
12.70AB DBL GRATE EL=8vW9.03AB 1w MODIFIE TYPE"E" 1 . 0
4"P=RF. PVC > --------------- ---- SEE DE IL SHEET 15"MES
INV EL=AW 4.05AB 0-
TURN DOWN TO @ S=0.50% (TYP AB *--12.24 INV. EL.=9.25 w
-13.06
UD (6")5.30AB-N It
ZERO REVEAL if 1 172 LF OF 30" RCP 'It
RAINAGE
Ub(6")5.26AB-S @ S.=D A 6*5 ES D
_2
GS 7 ASBUILT 128 0.12%AB AND UT EASEMENT MP-1
................................... 10
A4 12" DPE DRAIN 2.01 49.p8 .98 0.9 1.13 -8.10 40 LF OF 15" RCP
AS- BUILT AS- BUILT W/D OP IN RA ........ -11.55
N .70
S 8�
1
a Ej.=qA 17, ...... @ S.=0.25%
14.10 4 t04; �9-25.
INFORMA71ON PROVIDED BY: INFORMATION PROVIDED BY: @ -4
INV EL=AW 4.87
DATE: DECEMBER 29, 2014 DATE: DECEMBER 29. 2014 WALL 1.21%AB i 140: .86 e-10.27 1 1% 156 MP-2 . I I . . .
1 139 84 LF OF 15"RCP
NAME: EILAND & ASSOCIATES, INC. NAME: BARCO-DUVAL ENGINEERING 9.41
129 94 -7.58
ADDRESS: 615 BLANDING BOULEVARD ADDRESS: 7587 WLSON BOULEVARD w AB ........; .811 @ S.=0.30%
....................
23
JACKSOWALLE, FLORIDA 32210 Z -NomefIff, -5,60, 1.06 4M 00 f- CID In V M CM z
ORANGE PARK, FLORIDA 32065 234 LF OF 30" RCP 1: _.410..t2 i
PHONE NO: 904-272-1000 PHONE NO: (904) 772-1313 1 04,91 00 4 -2.9
@ ?9_r2 -------- -779.ro---------
MP-3
.52
13.60 0.001Q.M..A .................................- !
I................... It 80 LF OF 15"RCP
I HEREBY CERTIFY THAT THE I HEREBY CERTIFY THAT THE 13.6 ASBUILT 42 .........-11.13.
13.4 @ S-=0-1%13%
WATERMAIN 13.50 MS_ 51 LF OF "A S 7 138 . I : : i : *#
PAVEMENT PAVEMENT WATERMAIN @ S.= 11 11 : i : 166
------- : 130 AizL
y CURB & GUTTER FIREMAIN CURB & GUTTER FIREMAIN 13.80 % MP-4
r9.44
GS
SANITARY SYSTEM 14.Q0 MP 1 MS-2 i -46 ASBUILT g�F 9
STORM & DRAINAGE .00 A412"HDPE D 165
STORM & DRAINAGE SANITARY SYSTEM : 1 32 LF OF 15"RCP
SYSTEM LIFT STA71ON SYSTEM LIFT STA71ON RAIN H. 164
go : I : @ S.=0.31%
POND UNDERDRAIN CONNECTIONS POND W/DROP IN GRATE I- ^.' 1�
UNDERDRAIN CONNEC11ONS O"CLEANOUT E ILT I :. i : 163
WALL 0 FL=DR5 8.02AB CO . . . 4)
ARE IN ACCORDANCE WTH THE APPROVED PLANS AND 1 1 .S-13
14.10,,:,-- . 13.8Q TOP EL=11-W 9. 15 iTqV_EL=5rff 5.13AB 162 9.0v
SPECIFICATIONS, UNLESS OTHERMSE APPROVED BY THE I III I
INV�L=525 5.2n- B-3 .............................. #9.bo TYPE_;1%IN JT: A10.6
JJ ICU
CITY ENGINEER. 1 1
1 1 ...........III......... GRAI 161
=1 1.00 L isji�8.22AB
. ............................. #9.63
WERE VERIFIED AS TO THE HORIZONTAL AND VERTICAL LOCATIONS AS 1,?.!f4-. f fK
% i i iJ-1 MANHOLE ; - .. I .: : i :: : , , INV EL=ArW- 8 4.03AB 160
STANDARDS SET FORTH BY THE FLORIDA BOARD OF LAND SURVEYORS Se., E[& (2" 1 ff :9.67 AB : I : : ! .
i ow Sim INV EL=3,W .)3.20AB
. I : CIO
PURSUANT TO =ORI�?A CONTRACTOR'S SIGNATURE TOP EL=DAW9.80AB 234 LF OF 24! ROP U D.t( ")4p.25AB-W If 159
INV EL=2.W�24""�2.56 @ S.=Djaw: i
0
9.45................... UD:( 5.33AB-E
SIGNATURE: 13.65 O"x 4"AD INV EL=2,rW 30 2.08AB ....... ..........0.271YABi
#06
....... -------- LOW POINT
TE 9-3be i : * * CU
+45.74 w
DATE: -DECEMBER 29, 2014 CUC 056916 :131 STA. 12
2-9.33 6 i z
FLORIDA-REG.-LAND SURVEYOR'S NO: LS 2518 CONTRACTOR'S STATE LICENSE NUMBER 86... ------- ---------------- EL=8-.W8.54" 10.254
................10.00 #10;.23
------------
PA) I I
13.75� r
........................ ICU w
1 24 LF OF 247-RCP
Ow 5710" 1 1 i I * 9.m U.
METAL Al
I 1 10100 S.=4.420ro 0) LLJ
13.95 1 1 11 1 1 w
NOTE: 1 :132 ts_-9?_1.25%AB IL
INAL. 2.55 i _____j 1 It NZ I ', C
PROVIDE TYPE"C" INLET GRATE WITH EYE BOLT I I I I , : S=0 0
2.47AB 13.70 'A INTERSECTION
>
AND CHAIN PER DETAILS.
0
13.50
STA. STA. 17+50.07
GRATES NOT SHOWN FOR CLARIFICATION STA. 10+00.00 .................. CU (0
----------- L i 11 A&-� -- ------------
L
A910 12
EL.=,ID. - i : M 0. 0
PIPE DIRECTIONS SHOWN DO NOT ACCURATELY L------i ............................... 9.35AB 00 M z
DEPICT THE DESIGN DIRECTION. REFER TO PLAN .............PiTi----------1. Al 8.9,*- RIDGI6I N
.................. A. ft-ft"I
............. As- ITI
15m WEIR OZ:03 M
111100M C0
B-GRADE BREAK: i 40.
SHEETS FOR PIPE DIRECTION. 8-1,2.......
13.90 6 i I�St
I AM STA. 10+10.00 : i TYPE"B" INLEr i
i ZIL I I i I - ---i- Iff-M cr) z
13.90 1 1 EL.=.9,W I 0-0�Ab' DBL GRATE EL 1J.I 5AB 7 9.0 64 0
Aq&� ------
A --'%W M
:133 GRADE BREAK 9.88AB INV EL=Arn 4. B co
2'X 2'X 4" CD z
: I UD (6!).6A4AB-W
13.05 13.50 11 V_
CONCRETE PAD I STA. 17+00.00 M w
FF EL.=14.00
13.45 -E
13.50 EL.=-10-2610-33AB 6� i403 UD(qpW 4.22AB Ito
4.94AB ............. '12.2 107
83 0
#9.71 z
13.15 i MS-3'
6"PVC TEE INV. EL.=,r),W I I LOT 15 65.48 -----------------
OIL SKIMMER Cj ......
W/CAP ON BOTH ENDS AND OIL SKIMMER
MS_ If ........
(SEE DETAIL)
A AMw HOLE DRILLED (SEE DETAIL)
IN BOTTOM CAP LM 0
13.70
4.50AB 15"WEI :134 HIGH POINT 167 Cd CID
I : I . : i : I . : i : : #11100
o GRATE EL.=&W 13.60 -f i I : i : 168 rIIIIIIIIII111111=4 -
............................ ...............
7.91AB 13.60 13.50 STA. 16+50.00
I : i : : i : : I : : i : : #1Q.27
o 13.00 12.5 EL.=J0-M10.74AB '.. 169 w
....................................... .................... ......
WEIR EL.=SW. 1I.Jew _4*10 : I : : I : : i : : WOO
.................................uuxl�i 170 If
.20 2.70 ........................................1 Ito Ito
o 6.35AB
.............. i10.89 171
I i I I . S-6
36"RCP so
15"MES _._.,�0.55 172 z
INV. EL. 2rW--, 3 -50
0
36" RCP 4(r 2.1 If
2.47AB 11.00 INV EL=2 173
INV. EL. =2-W 4.94AB
CBOT=9.00 :135
_11_1��6"PVC TEE INV. EL.=5-.W AB SWMF- 174
2.47AB I . 1 .29 *4.18
I I i Mc 04.2 /1\\TOB=10.60
W/CAP ON BOTH ENDS AND %31 4�� 24 LF OF 15" RCp' 04 175
AAMwHOLE DRILLED @ S.=DAMO 0.62 NWL=7.10 176
*4.3 %
-0 2"1 3111- 1 , M, (.) I % Cd
IN BOTTOM CAP .............I.......0.70/6AB.... I . w<1 -3.96 MIN BOT=(-)0.90
3 4.50AB ___��12.65 20 LF 6"TRE DRAI ................SI----------- 0 0.57 03. 11 T=(-)12.90
- BOT. EL.= 1.55 L -1 AROU N ET E 2 010.61 1
.80
---------- INV. EL. 11.9 TYPE"Bill INLET 0-
i 13.20 3.92 .41
2'X 2'X 4" i 9., �PS S
13.20 ....... .............I................... �11 69 -4.19 69
i 13.00 GRATE L. 3.4 S-4 0.91
! 13.10 DBL GRATE EL=9rn 9.96EP \%
CONCRETE PAD IQ i 010.5 04.01 INV EL=5W 4.8
:136 INV EL=2AS 2.73AB eI
i 13.20 0.62 10.
UD(6")7.15AB-N -4.37 -5.71 71
C -3 Outfall Structure(Modified Type"C") ------ UD(6")7.18AB-S 10. 10.60 04.11 9-4.1 -3.95 0.66
S 04. -3.75 %%
........................................j
02. 04.08 8 -4.36
01.56 *3.3
1 0-3.
o-0.35 A AT 3.82
*2.09 6 0.35
1-4-20
-0.20 0.64
.25 0.38 0-3.42 C
3.10
............................................... F B64.25. 04.10 04.12 -3.82 .43
...................................................... 0.68 04.13 2 0.45 232 LF AB
14.10 :137 LOW POINT -A20UT' 0 4
-2A&t:FOF 24"ADS
S-131-1 i STA. 14+82.21 04.28 -4.08 @ S.=DAeTo 01 0
Uj 63 -3.78 w W)
TYPE"C" INLET 14.20 12.70 rM 0.77%AB 0.11 0/6AB C20
35AB 64
MAO
GRATE EL=Jf1.W 1 1.79AB 12.60,,-` S-5 03.2 -3.83
UKtj 55
co 03.29
r
2'WIDE NOTCH 12.70 GRADE BREAK 36"C -3.81 Cl
CIO EL.=14-W(E,W)11.26AB F STA. 13+00.00 GRAT i:9-.M9.85AB 10.64 0.w cLQQ E
I B �13.2 11.12 INV 57 2.54AB 28
EXIST. 15" INV. EL.=10.20 EL.=J-1-W I 1.53A6 M C%4 CD 0
0
wr 9 13.56AB 12.63AB D(6")6.83-N 03.2
Uj 'WIDE CONCRETE FLUME 0.8 24" L& w '7�
2'WIDE CONCRETE FLUME UD(6')6 O-S
13.30AB v INV. E 0.16 r
co ------------------- 1- 2
w 13.81ABUM i 12.05AB AB
z MATCH EX. 18"STANDARD 154 LF OF 12"ADS
164 lcc? M
CURB AND GUTTE 71� @ S.=DA20/0 w
EOP EL.=12.38± 1.0
R 13.61 AB13-.M 13.26AB,- 11.41AB 114 E -b
13.57AB13-65 12.1 A J 14-46 0.40%AB -4
13.18AB D.25
.41 B 14-
Y 0
13.60AB13.60 71
0.78 .43 CD
`13.59AB1i.& !
MATCH EX.wr io
2'WIDE CONCRETE FLUME Af C711
EOP EL.=12.26±
12-.W F11-39AB fl.53 ............
ALL=12,88 12-AS zt )T3.19AB 111.91 AB % ----------I---- ................. ------------- 6------------------- ASSUIC
0.26 ------- ----------- PE"C" INLET
,,--12.18AB i ii - 00-
Top OF EAD 12-W 12.87AB ----0000------- \�_Ty
------- 9EP 73 EP -10 00
-- ----- 13.1- GRATE EL=1 1.02AB
12,46---------- 12.81AB 0
12+ 0- INV EL=7.47AB
Z12-50AB RE M
414- - I JK13.37
DFr6p INLET 7+00 ON!�" R ADE Ck ASBUILT
TE=111.80 ------ L 31
2.5 .6 6� 89 LF OF 12"ADS
MIL AND OVERLAY W.-12ATH"T--1i 81 E 12 0A DR INLET 13.30 ]to
N.15"RCP INV=9. 12. S.=0.19%AB
PER DETAIL 12 9� S.18"RCP INV=9.B2 CP INV=9.48 S.
CP INV=9.43 .89EP AL
I pt III\ Pm LIDT 5
�'�2ZQ V_I GUM I L01 105
---------- J\ GS-31 ASBUILT� Lar illie LOT 108 LUI lul Lut 100
- ------ TYPE"C" INLET
RISER 12.41A 12.64AE1 13.09AB GRATE EL=,%.W9.49AB
047
12.79AB M
12-19 1 lj�4 INV EL=5,W5.41AI3
12.23AB 19.30AB i 12.20 12.11 AB INV EL=7.30-NE AB
wr 15 GRADE BREA�
12.30 MES 2"RCP INV=9.4MATCH EX. EOP 12.04AB i I B 11.54AB
11.80 AND CURB 13.17AB STA. 12+16.85(3.37'LT)
AND GUTTER RADE BREAK
URN CIO T_Q--------- ------------------------------- ---- iEL.=J2-t612.21AB
ZERO F $11- MATCH E STA. 10+93.73(5.621 LT) w=501
13.28AB GRADE BRE4K Scale:
i EL.= 12.5± EL.=13-t5 13.20AB STA.1 1+64.45(4.6LT)
WF 4 -------------------------- ---------- Pmject Manager
MATCH EX. EO EL.=12-M 12.78AB i i i
I G DE BREAK I LOT 112 WT III LOT 103 A.ACree
EL.= 12.3± I I LOT 1117 1 LOT 116 LOT Ila WT 114 UYT 113
Uff 4 STA. 10+93.73(1.47-LIT) wr is GRADE SRSW
I Designer C.Johnson
EL.=14,0013.94AB STA.1 1+46.48(5.65-LT)
21 WIDE CONCRE* ----------------- GRADE BREAK EL.=12-M 12. AB Drawn by: C.Johnson
FLUME Lffr 3 STA. 10+00-00 �ZADE BREAK Cerfificate of Auth: 7298
STA.11+19.75(5.89'LT)
EL.=13-W13.67AB iina
- ----------------- =13-W 13.03AB
..........
Lffr 102
113
LIMITS OF PRIVATE ROADWAY!
------------------------- -------------- FROM PROPERn'LINE AT
DUTTON ISLANE DR.TO
=2 STA. 12+50.00 OAK
HAMMOCK D IIVE
----------------------------------------------------------
L0f 12
Lar 101 12.5 0 50
...... ------------------r------------------------------------ DOMM FOIAT HII Projed No.: 12210
B
98""AB
V
r_
cc
S
Al
Uff I ILM I
Date:
June,2013
Sheet No.: 21
S
AB S-44 w
274 LF OF 15"ADS C
@ S.=prtno TOP EL=9Mf 9.60AB 0
0.1 7%AB MATCHLINE SEE SHEET 25 9.94. INV EL=,tW 1.59AB 10.44*
69.72
a. 104 34
too- GS-17 105 -2A 9-26
w TYPE RE" INLET TB '. 70 ool 33
I I'L.05 TOB=10.00 9.23AB 40.14
LL. 1OZ5
INV EL=Zff�24w)2.43A . . 6
GRATE EL=J.0:W9l.91Ad J\ IOT=7.50 A
'.-000' 1 , 1 3
274 LF OF 30" RCP
INV EL=2,ff 30")2.15AB:
GRADE BREAK 9.7 @ S=DAv/0
103 STA.40+39.84 o, 0.07%AB. .
17 '00,
AO.79
EL.=9-86 .4ol
9.89AB
B
0
llool -oaloloz 32
270 L AB
.400,
100, L OF WADS l000l<0.3t 9. OAB Cl)
@ S-=D-wo/o \1 C
71 9.4 Rp
-JIL0.21 0. %A lool -GRADE BREAK
8 59
<
STA. 39+59.11 � .2 z
'2
9.22/9 A �
AB 9-W . l000, 102 10, 8
S 99 L
200 LF OF 30"AD 27AE! \qfo"96 9.31AB
0
@ S.=Drw/0 72
31
0.15%AB &P 9.86AB .."000'.'. GS-1 /4\ 40,36'
106
lol
11.1A * ool'
10, TYPE"Em INLET lo, 911�
EL=I" OtA 9. 26 A -0 13 o Cl)
GRATE ),0. B 2
INV EL=5-.K 8.96AB -.7 02 0 06
5-.32Aa 10, l000l (D 0
.000, .100, 0
.1ool
. . . . . . . . _10A4 tit INV EL=3-75' 3.7-8AB\ 0 V�i.95 CO)
'000l .0ool
LL
*IT.35' oe
9 '411". - , ;;N \ 2 1
i cc 8
0. Ir
0,3 4 30 C13 >
00)1/ l000l, IL
ool
73
101* 27
S-45
9.
IL
7
SAC P.73 0000l TYPE"B" INLET
107 R.P. CUIL DE lt�ZL zt
STA. 32+21.28 -ult� GRADE BREAY p,\ GRATE EL=JIW OAM6,
10 LF AB I lool INV ElL=3-.ffQ5:-)'"QAB
't V 'V V M M M CO M
EL.=lG.Wl0.20AB STA. 31+65.39 '000, 10",
LF OF 18"ADS klo
"00, 7EP \<g.' EL.=9W. 9.60AB INV EL=J.4(T(3Q,7 Q CD C� Q
54 l000l
@ Cm C4
.00ol
9.6
4.22AB-SE
74 lool r
100, 100' o0ol ^'113 8.7
29
0, 24 LF OF 15"RCP 8.97o> 10.1��,
.43 '00, @ 4. "o,
- 0.21%A5. (0 LO V M C4 0
GS-1 8 '-8.24AB ..Ool z
TYPE"E"INL T lol \10'.59r. 100,
o'
. . ..41 . 1 LOW POINT
3 . .I/ .- \. -. . .
GRATE EL=.t 10. 108 9. .,o STA. 37+
50-95-'e9:45'
INV EL=JW' 6 kB 75 .0ool .78 28
8.2
8,57AB.
N�l. 10001".1, lloo". 99
3S-5 S NB
�2A! - -46
. * 1. / TYPE"Bw INLET .11,
AB 18" MES -p ' ' &.23 160 LF OF 30"RCP P
B DBL GRATE EL.
109 1100, 9. VIX. 48 LF OF 18"RCP. o' INV E L=3-W @ S.'20-17/0
158 LF AB @ S.=DfkT*/0 3.16AB INV EL=4rff.4..MAB' 8.6 0.39%AB
34AB-NW' Y-1
IWLF OF 30"AD 10, 0.33%AB-'. 9.88 76 UD(6af ICU
@ . .0 4.43AB-SE
lo/ A10.4§ 0108 D(W)
lool,
0.06%AB
HC lool
40.5 loo". 98 .82 19.81 8.9pt
9 .9i 61 > ICU
SWMF-2
AO.7 'AB 7 % oo, V. .4 0
TOB=10 50
0.64 OP 110 i3-30 1\7, r 24 LF OF 18" RCP 101"
400, 1.16 -2.3 MF-6 -14
NWL-6.90 J-1 MANHOLE Sw Mr, Atp 20
@ S.=DM%
% 5
6 MIN BOT=(-)1.50 AS-BUILT TOP El_=�&W&�7/AB TOB=9.7
Ile \ 1.6 CU
0.88%AB m
.49 MAX BOT=(-)13.5U TOP EL=10.00 ol L)
.04 w
40.64/ INV EL=2,41�r2* 1.3 NWL=5.75 z
WEIR EL=9,45 LOW POINT 9.71 MIN BOT=(-)2.25\ 77 .,419,69' C:
% .0ol -6.63 m w
6"INV.EL=6.52 I 0�
> STA.28+39.82 -)5.25 m
-5.95 % 2.75"HOLE IN /01 EL.=8W. 8.66AB 10.03 % 1.7 AX BOT=( 19 . \'.. w w
..7 .62 BOTTOM CAP 112 97 *.. \ *�5 Cn LL
GS-19 15"ADS EL=5.73 A.70 % .80 loe AB w
-6.01 MES -5 % .80 4 % GRADE p m
CS-2 NCR 10,83>k % 9,84 BREA 362 LF OF 30"
IN L=JM B 9.89 @ S.=jD
% MODIFIED TYPE I YPE"B" INLET STA. 10+10-00
\B\ 0.3 4�A ti V m >
-5.98 09 % SEE DETAIL SHEET DBL GRATE EL=A4.W'�22A % 1.7 0 1.57 % U5 10 \01
8.84AB
113 INV EL=A-W4.31AB. Ole 9,83
1.73 % 9.75 .82 % 78 -'oo' CU LU
-e % UD �A5AB-NW .00ol, 000l
41.1 -6.2 A B (6j 9.84 .71 S-47
-6.2 .59 140 LF OF 18" RGIF-. % % \ ... . . - ' INTERSECTION J-1 MANHOLE
QD(6".Y5,55AB-SW 1.6 .00e 5 % ?,83
z
-6.15 96 00 STA.35+97.70 \TOP EL- ,6,86AB
-6.22 '.@S.=0.18% S-30A.. -'10,18 % .32 n % 18
AB =STA. 10+00 00
TYPE"B".6LE' T 193 INV EL )0.77AB
P e % 177 o-'
e. DBL WTE EL=BAK8.24AB .,O000'. �0 ..o 56 % INV EL E, SE)0.68AB
1 .7 -6.20 -6. .10.29 INV,,E)L.4-.WW 4.1 OAB oo . 9.77 % 4.62 56 9.01AB. . looll z
41.221 1 4.49 7 % .74 79 0
N 1.96 0- A.66' co
INV EL=2435 , SE)2.30AB' . \% 1.8 -7.9 5.4 ��4-1 MANHOLE
1 0-6.07 -6.16 <9.67 'UD(6") 5.43AB-NW 95 1.8 1 OP EL=U&C 7.51 AB z
1 .73 -ol LLI
-5.98 -6.16 .66 UD(6") 5.39AB-$E*' - op a0w amm ft& 524 lool AB NV EL 04T 0 0.56AB
-7.51 204 LF OF 30"RCP INV*EL 6w o.56A9
.57 ool
.11.38 @ S.=.01,w/o
I . 9.73 .72 INV EL= ')4;�I-.65AB
-§-29 '4 115 5.54 0-06%A3.*,0000' A NO.
.44 z
% -e.70
I YPE"C" I L 9.68 % 1.81
40. 180 LF 15" S .64 10,
@ S.= GRATE EL 10.4dAB 1011, - ,
*"%* N \ l000l '"��AS-BUILT -6.1 ?.46$0,o* - ' .
0.89 .13 B INV EL= % 1.67 1/
0, 49AB TOP EL=8.92
23
25 94 WEIR EL=7.64 17
NV EL= RE)2,7 1 A .24
49.87 CO)
rk 6"INV.EL=5.69 c1d
114 .68
--------------- -- ------ --- 2.75"HOLE IN % 1.4 80
L--------------------------- 84 LF OF 15" S 9. BOTTOM CAP .77 LLI
33 LF OF 15"ADS AD 15"ADS EL=5.19 4.4 ool' AB
@ S.=0.45%AB @ S.=2.38%AB IU zj��28 LF OF 36-RCP 4
1 D IFIED TYPE"C" 0
0.151 HIGH POINT /1 (0
71 % @ S.=12r/o
L----------em ASBUILT ool lool ETAIL THIS SHE IAB 81
STA.26+25 00 F 36"RCP AB 1.18%
jy% 7 .13
@ S.= 0
AB 21 F�l 8 z
W/DROP IN GRATE E L.=14-W 10.rX413'
l5w HDPE DRAIN lool" 93
zt�28 LF OF
/&\10 LF OF 15"ADS
0 FL=9.74 AB 116 B @ S.�;
o0ol S.=0AW10 10.2 0,21%A
AB 10.4 0.28 B .51
INV EL=5.83 AB 268 LF OF 36" RCP. `180 LF OF 36" RCP %.Iw do .74 S-36
-ol 0.43%AB k
11.29, TYPE V INLET
2)S.=DAMIO @ S.=04IT/0
zt 9.86
0.06%AB S33 0.09%AB .73 PER FDOT INDEX#221
GS-7 ASBUILT 7.
AS-BUILT AS-BUILT /ol FT�PE-13' INLET GRATE EL=J-.AW 6.96AB\ AIJ
15"HDPE DRAIN 101.99'. lool 04 0
INFORMATION PROVIDED BY. DECEMBER 29, 2014 117 GRATE EL=10-A6 10.26AB-, INV EL=D.K 0.95AB 252 LF OF 54" RCP :9 404 U
DATE- INFORMATION PROVIDED BY. W/DROP IN GRATE 1,53' -INV EL=2-W 2.03AB @ S.=OAW; -
DECEMBER 29, 2014 1 UD(6!) 3:0
DATE: ftj&
NAME: 0 FL=-U-W 9.79AE3 709
ADDRESS: ADDRESS. -9.02AB-S .__*8,26� - -
BLAND & ASSOCIATES. INC. NAME BARCO-DUVAL ENGINEENNG -01N�s
615 BLANDING BOULEVARD 7587 VALSON BOULEVARD iT4VEL=_7,W 7.56AB UD S-34 .4 1 _
-if 1019 UD(6") 6.78AS-NW MP9
ORANGE PARK, FLORIDA 32065 JACKSONVILLE, FLORIDA 32210 _k�j 6.81 AB- S-2
PHONE NO. 904-272-1000 PHONE NO, (904) 772-1313 __ .. \ �&TYPE"B" INLET --A 9'""B"INLET
1.75
'GRATE EL=3-.W 7.08AB
GRATE EL=9-W 9.37AB 9.15&.- V�6
I HEREBY CERTIFY THAT THE I HEREBY CERTIFY THAT THE r INV EL=D4K 0.89AB
INV EL=6W�18:)5.02AB 15
y PAVEMENT WATMAIN 0.86 INV EL=A4.W 36 1.87AB UD(6") 3.17AB-N
_y CURB & GUTTER FIREMAN y PAVEMENT WATERMAIN AB AB
• STORM & DRAINAGE SANITARY SYSTEM y CURB & GUTTER nREMAIN 118 LOW POINT 1 142 LF OF 36- kCP La UD(6") 3.18AB-S
SYSTEM v STORM & DRAINAGE SANITARY SYSTEM 242 LF OF 15"ADS + @ S.=0.m/o A
LIFT STATION -ILP4 35
• UNDERDRAIN CONNECTIONS POND SYSTEM LIFT STATION @ S.=paf 0/0
y UNDERDRAIN CONNECTIONS x POND 0.29%AB EL. 10.70AB 92 PE"B" INLET ZE 0.22%AB LOW POINT C
,001
-32 G E EL &W 9.20 B ..83
ARE IN ACCORDANCE VATH THE APPROVED PLANS AND S STA. 33+56.19
SPECIFICATIONS, UNLESS OTHERVASE APPROVED BY THE 119 TYPE"B" INLET IN EL=5.-?Tjl2w 5.65AB Cm
CITY ENGINEER. b�f. < E L.=7-.W Cl
2.41 --31T 36" 1.26AB
WERE VERIM AS TO THE HORIZONTAL AND VERTICAL LOCATIONS AS GRATE EL=J4-4'5 10.19 A8 INV L=,I. 7.9A
28 LF OF 36" RCP 7.46AP 46w:
STANDARDS SfTfQRTH BY THE FLORIDA BOARD OF LAND SURVEYORS INV EL=2-.45'2.14AB
TO 159j?/72.027 R DA TIES
PURSUANT .49, -N
IST 0
GS-6 -AY C?
.6
SIGNATURE: TYPE RICH INL 1.0 -T1.99- - IN. .00 264 LF OF 36 R?P mc
8 1 0.39%AB' '
CONTRACTOR'S SIGNATURE 5 UD(6") 6.7GAB @ S.=orw/o
C
4� ETUD(6")6.70AB-S
@ LcQQ E
VEGEMM 29, 2014 CUC 056916 'INTERSECTION .58, 14 -
GRATE EL=J.&W 10.52AB - g. 70/0
DATE: INV EL NA gr . __1 N.. 84 0.25%AB M C4 C:, 0
CONTRACTOR'S STATE U NUMBER V.26 r STA. 24+26.83 91 0 C�
FLORIDA REG�-LAND SURVEYORS NO. LS 2518 INV EL=
3k. S,.N)3.42AI5 S-35A
ac cc CD
U) -0 4.:
7. W/DROP IN GRATE
12m HDPE DRAIN
10.90A STA. 10+00.00
8-AG EL.=14-4(fl 1.35AB A 2 3:
128 LF OF 12"ADS 0 FL--.qW . 10..OZIA& 7. HIGH POINT
r 41.16 90 11,52)k. @ S.=02vlo = U_
zili�. . . . GRADE BREAK Tqv- - bm 10
"4AB STA. 32+50.00
FDOT DROP CURB \STA. 10+10.00 . . . 0.30%AB Zia CD 0
/43 �_ eo(4. . -
0,03E 1.55 EL.=44-1191 1.1 1AB. AP-06 EL.=B.W
7.99AB*
15m ADS 6 1 .120 0
NOTE: 10.1 0 V
INV. EL. 5-25' AB AB w CD
PROVIDE TYPE"C" INLET GRATE WITH EYE BOLT 11.14AB _19.75*- 13 CD
I * 24 LF OF p S_ 25'
5.19AB 200 LF OF 12"ADS 18" RIC l.i17 -
AND CHAIN PER DETAILS. % � %0
NOTES: @ S.=0.28%AB 89 ro.-81 @ S. /0 La-
L.,. . . . . . . . . . . . . . . . . . . /* 85 0\ C) )AJYPE RB" INLET
0.46%AB. .
GRATES NOT SHOWN FOR CLARIFICATION 1 *12.53 ff 468 ...... 110.88 GRATE EL=7�W 7.13AB
A UT SHALL B PROVIDED AT T E -*------ ......1 11117/ 114 S-27
. . . . . . . . . . . INV I
36w CURB I
=L=3vW08w)3.05AB
END OF L UINDERDRAI PIPES. . . . . . . . . . . 41.5 HIGH POINT
PIPE DIRECTIONS SHOWN DO NOT ACCURATELY �L: 121 (;2.25 STA. 11+50.00 87 7.07AB NV K=AW(36-) 1.55AB
R
DEPICT THE DESIGN DIRECTION. REFER TO PLAN SBUILT /8\EL.=J2-.W 12.43A6 3; JT UD(6") 3.92AB-Il
'9r.E L .4 5:)3.36AB
N11 88 ATE-K=
PR IDE A MINIMUM OPE OF 0.50%0 4 ALL 01 2.04. D
-IED AB v E_Li-_.a-T0 k 10 )3. 1 6AB
SHEETS FOR PIPE DIRECTION. I DPE DRAIN (6 ON
8"WEIR UIN RDRAIN UNLESS HERWISE SPECIl- Z�CS ROP IN GRATE U
40 LF OF 15" RCp.-, /* UD(6") 3.80AB-N
EL=9v7T 10.19AB 38AB 1 l.' AB @ S.=0.250/o UD(6") 3.93AB-S
I V EL=3--75 3.70AB 4W 01 1__� 11 .. .51
2'X 2X 4" \44:.i161 <;1.96 0.43%AB LOW POINT 12
4'�INV-EL=B-W-NA. S-18 7.?8 je
CONCRETE PAD .......... -1116?4 11.37AB . 86
7,82,
36"CURB INLt 1. STA. 16+30.80 LOW POINT
EL.=Y-W
t.42AB
5.67AB GRATE EL=9r2T STA. 30+97.95
6"PVC TEE INV. EL.=5r76 203 LF OF 12m ADS HIGH POINT INV EL=5W 5.54,�5 -AB 7.78A.B
W/CAP ON BOTH ENDS AND OIL SKIMMER OIL SKIMMER @ S.=0.29% AB STA.23+25.00 q1.4 ") 5.83AB 56 LF OF -15p-RCP_.7-_7 7.63AFI-.
A 2.75"HOLE DRILLED EL.=-12-W I 1.96AB U D(6 -NW S..=
0
(SEE DETAIL) (SEE DETAIL) UD(6") 5.84Ab-SE
IN BOTTOM CAP 8.0�)-
S-19 - - . . . . . . 06
2.75AB 122 1.84 INTERSECTION LOW POINT 7.28,�B
"WEIR GRATE EL.=9.,W 36"CURB INLET 41 STX 12+81.15 9A
0 . . . . . . . . . . U) STA.22+22.82 102% INTERSECTION
-S
BY t STA 30+61.21 Swig: 1 =50'
8.92AB _A1.67 TA. 10+00.00 GRATE EL=AAYJ'_8.96AB EL.=9-.M9.89A6
0 INV EL=54T 15:)5.37AB &98AB 1�-_33L
Z3�, EL.=J4-M I 1.02AB STA. 16+40.80
INV EL=5 10 )CO. 1,03tAD
4" PERF. PVC
WEIR EL.=7,75' @ S=0.50% (TYP) lfi?4t� ftjed Manager:
0 7.64AB 12"x4"ADS GRADE BREAK UD(6") 5.26AB-N 10.16m I � Ab 06 ELA7-W
04EP 7,89AB. . A.Acree
TEE JYP)/�\ STA. 10+10.00 UD(6") 5.38AB- 9.04 7.81 AB
15"ADS _j
--Q.M -A 49.17
123 V EL.=JG-Ml0.93AB jowr-w--- I . Designer
INV. EL. 5-25---- a-.3 OLO S.26 C.Johnson
3+00 56 3 7.71 AB
5.19AB R ABj_ _10600-- *0 v%IK-42 Drawn by: C.Johnson'
15"ADS 6"CURB INLET w
GRATE EL=JW 7.23Ab 10
5.19AB Cerfficate Of Auth: 7298
INV. EL. =5-25 5.69AB 149
111111111111111111111111F�-6-PVC TEE INV. EL.=5-.M L INV EL=3�36 3.54AB Spt
*10.7-5
I? OA
W/CAP ON BOTH ENDS AND L11.79 ......12,14 ._. ? _�L r077 f UD(6") 3.84AB-S
2 A 2.75"HOLE DRILLED B- . . . . . . . . . . . . . . _T1 NTERSECTI UD(6") 3.86AB-NW'.. -HIGH POINT
3-iff 1 IN BOTTOM CAP TO '1 .00 STA.29+50.00
1 .1 A AB STA. 12+86,2
2.75AB BOT=9.00 i7o.45 =-STA.*13-��15.
[7- BOT, EL.=3.25 .... 1 48 LF OF 15"FCP . . . r . . . . . . . . . . . . . 148 EL.=8-25
0.85 . . . . . . . . . . . EL.=10.05A9 8.23AB
OINT
STA. 14+25.00*.
0.69 147 HIGH P 150 .619
10.28AB 0.4p./D
124 A ... . . . . . . . . . . . . . . . . . 0.4 2 016AIB. 145
2'X 2'X 40 146 E L.=-U M.
AB*
CONCRETE PAD 143 144 LOW POINT 10.4 .-, . . , N 9
. . . . . . . . . . . . . . . . . . V.60 8AB
. I . - - - I 'STA. 12+66.18! IVA 1 . 2
�LLR............ 10.7 . 1 . 1 , 80 LF Or 36 RCP
9.82 EL.=9-.869.90Al9-p4
@ S-=0kr/0
-6 Outfall Structure(Modified Type"C") . . . . . . . . . . . . . . . . . . . . . . . . . 00
125 49.1�4
CS 0.04%AB
12.5 0 25 50
151
S-20 AB 41.32 S-17 Pmject No.: 12210
36"CURB INLET 218 LF OF 24"RCP AB 36"CURB INLET MATCHLINE SEE SHEET 19 AND 21
GRATE EL=_t0-.W 10.09 @ S.=0,23'0/o 194 LF OF 18" RCP GRATE EL=94. T 9.58AB Date:
f3
LD
0.20%AB @ S.=0A4% INV EL=5v56 5.57AB
INV EL=A-W(18w)4.22 UD(6")6.41AB-NE 0.47%AB UD(6") O.00AB-N June,2013
INV EL=2,fT(24-) AB UD(6") 6.33AB-SW UD(6") O.00AB-S Sheet No.: 221
w
.2
MATCHLINE SEE SHEET 24
42"RCP
INV. E L. k--)GW.
7.97 (-)0.44
8.01
8.15
7.7 NOTE: zL
25 NOTES: OIL SKIMMER PROVIDE U.S.F. NO. 6305 TYPE"H" INLET GRATE
24 (SEE DETAIL) WITH EYE BOLT AND CHAIN PER DETAILS.
A CLEANOUT SHALL BE PROVIDED AT THE 61-7" z
END OF ALL UNDERDRAIN PIPES. GRATES NOT SHOWN FOR CLARIFICATION
-4.67
46,.78 PROVIDE A MINIMUM SLOPE OF 0.50%ON ALL PIPE DIRECTIONS SHOWN DO NOT ACCURATELY
7.6� .5 UNDERDRAIN UNLESS OTHERWISE SPECIFIED. Mo
DEPICT THE DESIGN DIRECTION. REFER TO PLAN :3
SHEETS FOR PIPE DIRECTION. a.
md ?::'
AB -4.18 .54 A2'WEIR ZWEIR 7: C.) CO
362 LF OF 3 CP 0.52
41-
@ S.=p..w/07 7,w -Z 0
.04 6.97AB
�\9 -0.34%All 2X 2'X 4"
>
-,7.83 OIL SKIMMER 0j CONCRETE PAD
-4.1 (SEE DETAIL)
7. IL
S48 OIL SKIMMER
TYPE"B" INLET (SEE DETAIL)
DBL GRATE EL=j&W6.93AB
v- v- T.-
INV EL=2Aff 1.91 AB a
zc
.8 .51 44
LID�6::� 3.04AB-NW -4.
co
6. lo
a UD 6 3.24AB-SW 0.55 RQ
00
GRATE EL.=,6.W 1.5'WEIR
%45�1'00 23 3.55 0 0 6.53 L-0 0�j 0
.66 6"PVC TEE INV. EL.=3-.W 0 2'WEIR 0 WEIR EL.=,5.W 0 0 0
42" RCP W/CAP ON BOTH ENDS AND 0 5.53 0 0 w lq* cf) N v- d
z
7.59AB W/CONCRETE HEADWALL A 5,W HOLE DRILLED)
INV EL=(44-;W IN BOTTOM CAP 0 2 -2 c
48.39, .50
(-)1.03AB. 5.1 0"AB
-4.85 3.55
60 LF OF 42" R P
-P. CUL DE SAC 6. 2* %L.0
STA. 13+31.13 -�7,5 0.57 S.=A4T/0 6" PVC TEE INV. EL.=3W
EL.=7-79 7.68AB 0.23%AB W/CAP ON BOTH ENDS AND
A&W HOLE DRILLED
__-<832 6"CLEANOUT IN BOTTOM CAP
GRADE BREAK . TOP EL=7..W 7.73AB 5.1 0"AB
STA. 12+75.22 7.49 INV EL=,l-.W 1.52AB E42�" RCP 31-0" 2'X 2'X 4" cu
IN . EL. t-40--w
EL.=,7,W 8.00AB 63 22 INV. EL.
42"RCP
(-YO�44
I NV. EL. k--)O-.W cu
c BOT. EL.=(-)1.50 CONCRETE PAD
E D IL 2*558 .52 (-)0.44
0. co
HEET 1
69 .90 cu w
-\8. 0
z
*4 4*5.44 w
7. 1 7.46 cu
CS-4 OUTFALL STRUCTURE (MODIFIED TYPE HI-Ill INLET) zj�
21 U.
w
POND TOP OF BANK a.
0.4 -15.87 -15.67 EL.=7.50
20 8.2�3 cu
0. SWMF-4 LLI
zt TOB=7.50 8
NWL=3.50 A4 z
-11.87 MIN BOT=(-)4.50 0
MAX BOT=(-)32.50
8.60 CO)
z
-18.90 *---1 62 7.59 0
�8.29. 13.88 0.25 5. 2P e5.94 z
.7 w
S-49
54"MES
INV EL=k--g.W
z
(-)1.96AB 4"ADS 3:
-18.92 -19. 450 BEND 9
co
8. .00
Lu
-17.78
CO)
7.49 8
7. -19 1 0.40 47,31 P ND CONTROL z
EVATION EL.=5.50 0
-19.73 -20.71
-18.64
7.
16.75
0.18 XA
cl) .13 7.50
co - .35
Ill .50 4"PE
z 4 0 @ S=O. cm
7. GS-38 4 c�
50 15"ADS 12 0 v-
LO
INV EL=14:�.�
(-)1.80AB
AB mc
200 LF OF 12"ADS cu.41 E
1.49 @ S.= CM00 cu) 00
co 0.26%AB 0: 4;
.49 /i\Z:L 0 -coo Z
co GS-36 9 cm-r
15" HDPE DRAIN UP Is 2
-& u
W/DROP IN GRATE bm La - c
.7 0 EL=.&W 3.53AB 0
'RV-EL=
1 (-)0. 9AB c> A -5
5 q9
g
10" IN% ( )0.29A &
zi� W 16a
4" PERF. PVC INV EL= N AB Ln 0 0)
@ S=0.50%(TYP) 12" S 225 LF OF 15"ADS Le) M �
13- r-k I T 15"x4"ADS @ S.=D.22%
TEE(TYP) 0.44%AB
7 10 A S
TB-8 GS-37 Alzi�
TOB=7.0 PE"CR INLET
BOT=4.50 EL=j&W 5-87AB
12 VEL=440-WHO. 1AB
I B-8
TO[1=7.00 4 1 N V E L AS- BUILT AS- BUILT
BOT=4.50
8 INFORMATION PROVIDED BY. INFORMATION PROVIDED BY:
DATE: DECEMBER 23, 2014 DATE: DECEMBER 23, 2014
.49 NAME: EILAND & ASSOCIATES, INC. NAME: BARCO-DUVAL ENGINEERING
c 0 ADDRESS: 615 BLANDING BOULEVARD ADDRESS: 7587 WILSON BOULEVARD
l0m CLEANOUT ORANGE PARK, FLORIDA 32065 JACKSONVILLE, FLORIDA 32210
TOP EL=A�W 3.82AB PHONE NO: 904-272-1000 PHONE NO: (904) 772-1313
INV EL=A46 0.41 AB 1.48 1 HEREBY CERTIFY THAT THE
co I HEREBY CERTIFY THAT THE Scale: 1 =50
7.0 x PAVEMENT WATERMAIN x PAVEMENT WATERMAIN Pmject Manager
y CURB & GUTTER FIREMAIN y CURB & GUTTER FIREMAIN
A.Acree
Y STORM & DRAINAGE SANITARY SYSTEM y STORM & DRAINAGE SANITARY SYSTEM
SYSTEM LIFT STATION SYSTEM LIFT STATION Designer C.Johnson
y UNDERDRAIN CONNECTIONS y POND y UNDERDRAIN CONNECTIONS x POND
10"PERF. PVC 10 . ARE IN ACCORDANCE NTH THE APPROVED PLANSAND Drawn by: C.Johnson
SPECIFICATIONS, UNLESS OTHERWISE APPROVED BY THE Cerdficate of Auth: 7298
@ S=0.30%(TYP) 4"PERF. PVC CITY ENGINEER.
S=0.50%gyp) .49
co WERE VERIFIED AS TO THE HORIZONTAL AND VERTICAL LOCATIONS AS
'11 1. C7;��>. 14
c .51 STANDARDS SET FORTH BY THE FLORIDA BOARD OF LAND SURVEYORS
co
48 PURSUANT TO SEC ON 72.027 ORI)A TES. CONTRACTOR'S SIGNATURE
.56 co
.50
co SIGNATURE:
.49
9' co DATE: DECEMBER 23, 2014 CUC 056916
1.51 �8 FLORIDA REG. LAND SURVEYOR'S NO: LS 2518 CONTRACTOR'S STATE LICENSE NUMBER
0 co 9
7. 2 c 1 .5 25 50
48.24 Pmject No.: 12210
N
6"CLEANOUT MATCHLINE SEE SHEET 19
TOP EL=7,.W 5.39AB 4"PERF. PVC Date:
INV EL=A.,W 1.51AB @ S=0.50%(TYP) June,2013
Sheet No.: 23
400
Lu
w
0
'00�wo.
ca
401P
NOTES:
A CLEANOUT SHALL BE PROVIDED AT THE
'12
END OF ALL UNDERDRAIN PIPES. 0 0
ja
- PROVIDE A MINIMUM SLOPE OF 0.50% ON ALL .0
UNDERDRAIN UNLESS OTHERWISE SPECIFIED.
ca
10" CLEANO T
4" PERF. PVC TOP EL=.Zvff .41AB
@ S=0.50% (TYP) INV EL=D-41TO. 5AB
\s'
1 0"x4"ADS Lu
(TYP)
c1f) cr) cv)
CS-TB12 ASBUILT
12" HDPE DRAIN
W/DROP IN GRA I E 6
ljVEL=5.-&T 3.97AB M 04 Z
EL=D�eTO.03AB-
TB-12
39 LF AB TOB=6.50
36-tF'OF 12"ADS BOT=4.50
@ S.=Ueero
0.08%AB
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G -30 0)
12"ADS ca
INV EL=.(.-
(-)O.00AB
C14
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cu LLI
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Lc) z
04 Lu
F- (y-
cu Lu
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INV EL= 1.53AB ro
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2"ADS w
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TB-9 (-)1.04AB co
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BOT=4.50 z
0
1 LF
OF ADS
@ 0.65% u
PROPOSED GOLF CART
BRIDGE. MIN. BOT
238 LF AB EL 8.00
2D&tT OF 12"ADS
@ S.=0.2Wo
0.28%AB C
15�-T!38
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GS-26 ASBUILT DRAIN
/f\15" HDPE DRAIN W/DROIP IN GRATE
W/DROP IN GRATE Q FlL=6cff 4.89AB
EL=6,W 5.90AB 12'1 11 ADS 4jTqV-ElL=k--)G46(-)0.27A
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MATCHLINE SEE SHEET 23
AS- BUILT AS- BUILT
INFORMATION PROVIDED BY. INFORMATION PROVIDED BY.
DATE: DECEMBER 29, 2014 DATE: DECEMBER 29, 2014
NAME: EILAND & ASSOCIATES, INC. NAME: BARCO—DUVAL ENGINEERING Scale: 1 =501
ADDRESS: 615 BLANDING BOULEVARD ADDRESS: 7587 WILSON BOULEVARD Prqed Manager
ORANGE PARK, FLORIDA 32065 JACKSONVILLE, FLORIDA 32210
PHONE NO: 904-272-1000 PHONE NO: (904) 772-1313 A.Acree
I HEREBY CERTIFY THAT THE I HEREBY CERTIFY THAT THE Designer A-ACREE
PAVEMENT WATERMAIN PAVEMENT WATERMAIN Drawn by: C.JOHNSON
CURB & GUTTER FIREMAIN CURB & GUTTER — FIREMAIN Cerlificate of Auth: 7298
y STORM & DRAINAGE SANITARY SYSTEM y STORM & DRAINAGE SANITARY SYSTEM
SYSTEM LIFT STATION SYSTEM LIFT STATION
UNDERDRAIN CONNECTIONS POND —y UNDERDRAIN CONNECTIONS POND
ARE IN ACCORDANCE NTH THE APPROVED PLANS AND
SPECIFICATIONS, UNLESS OTHERWISE APPROVED BY THE
WERE VERIFIED AS TO THE HORIZONTAL AND VERTICAL LOCATIONS AS CITY ENGINEER.
STANDARDS SET FORTH BY THE FLORIDA BOARD OF LAND SURVEYORS �L
PURSUANT TO CONTRACTOR'S SIGNATURE
SIGNATURE: f f 1 .5 0 25 56
DATE: DECEMBER 29, 2014 CUC 056916
FLORIDA REG. LAND SURVEYOR'S NO: LS 2518 CONTRACTOR'S STATE LICENSE NUMBER Project No.: 12210
Date:
N June,2013
Fsi;WtNo.: 24
fla
W
NOTES:
A CLEANou'r SHALL BE PROVIDED AT THE S
END OF ALL UNDERDRAIN PIPES.
Z
C
PROVIDE A MINIMUM SLOPE OF 0.50% ON ALL 0
UNDERDRAIN UNLESS OTHERWISE SPECIFIED. 1
e
DRAINAGE ALONG WESTERN
PROPERTY LINE TO BE Constructic n of a dedicated reuse storage pond SWIVIF-1 at the golf course,
CONTROLLED BY GOLF COURSE The pond is lined, with an area of approximately 1,98 acres at the top of loank (TOD),
W CONTRACTOR AND CONNECTED
:j The normal water level is 4 f eet Ioelow TOD with storage volume of approximately 3 MG
U_ TO ONSITE STORMWATER
CONVEYANCE SYSTEM. at this elevation, An outfall, structure is located within the pond with an overflow weir
elevation located approximately 1' below TOD for emergency flow towards the
stormwater pond SWIVIF-4,
GS-14 ASBUILT
12" HDPE DRAIN A\zj�
W/DROP IN GRATE S z
0 F L=1.0�. 8.21 AB CS-TB10 ASBUILT e
AB 173 LF AB '2
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1 0 0
286 LF OF 18" RCP ISGtFOF 12-ADS 72
W/DROP IN GRATE
@ S.=DA-Wo @ S.=D..�. o 0 E L=f:1.,--W 5.11 AB a.
oll,71 MATCHLINE SEE SHEET 26 0.17%AB 0.23%AB I'VE L=DAK 0.11 A B
010.30
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10.8
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10.52 EP\ I - I \\ TB-91
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0.51AB
STA. 47+12.93
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214 LF OF 18" RCP 10.14A.B.."..1.1 .90 1.6 TOP EL= 4.42/4.22AB
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0.16% rA_ 9.85 EP
F�
101B
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60
9A
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GRADE BREAK 161.64
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TOB=7.00
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@ S.=D.421 or 10.4 CU W
0.33%AB 43%. Q
/#\265 F AB 1.0. 100` 0 z
OF 24"ADS Y�*
TYPE "B" INLET
0 LOWY-40.1-14T W
0.15%AB ..76 INV EL=3.,,8T SM 3.69AB.. 4" PERF. VC LL
@ S. 0 090/( GRATE EL=9,W9.15AE�. CU
INV EL=Z.-3,T NW, SE) 2.28AB\ @ S=0.501 TYP) W
61 .11,80-�4.34- RT ANQ LT) , - _1� W
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U D(6") 5.02,,�B
9.90AB 1.6 >
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S-42 cc
IN, LU
9.98
TYPE "B" INLET .00", \ \ CL
L 62 42 '.
DBL GRATE EL=q,4-T9.24Ak- 8
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INVEL=A-W3.85AB a
% -*
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51AB-NVV,,-1-1 Ill- U)
GS-15 ASBUILT -..UD(6") 5. kB TB-9 W z
12" HDPE DRAIN 0.33 9.87AB
1.64
W/DROP IN GRATE Ql co TOB=7.00 W 0
'00 10.1 2AB BOT=4.50 55
ft EL=,1Z�. 9.37AB 9 87EP z
1.21 W
r 41 W
INNTEL=.3-K 3.02AB A\ 10.1.8AB W
GS-2A ASBUILT YO 1 O�2 1,M C3
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9.�9 Ef�\-- ' I& .".`.I-
ML W
12" HDPE DRAIN 63 z
12.�3
IN, Vo B -240 LF OF 30" RCP z
W/DROP IN GRATE IS.
DA-frro
(a F L=J4-(K'11.93AB @ S.=
.1.74 .89AB-. 0.60 0.13%AB.'' ..
211 LF AB
NVEL 'o,
DS =5.fr( 6.94AB BREAK
202-trOF 24"A \% 40
@ S.=0.10% STA. 45+19.84 03
0.14%AB EL.=10.50 10.77\ 11-.41 AB
10.51 AB W
10. 10.41 F'P
S-43 IS, 0
10.42EP\ 10.96 -1 MANHOLE .lo-1 00
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64 A& TOP EL "G.88AB
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A.85 INV. INV EL= .96AB
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10,57EP 0
61N, PVC 11.42Ab*.. 2. 39
1.59 GRADE BREAK ASBUILT
2.12 1.76 INV STA. 44+39.11 10.59EP AB 6" CLEANOUT
-1.96 241N, HDk EL.= -106& 350 LF OF 30" RCP k2.2 TOP EL=7,W 4.95AB
10.6 tero
10. 1AB h(11.25 @ S.=DA INV E L=.I.W 1.64AB
o'
0.11%AB
10.50 1.51 10. .o
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AS-BUILT AS-BUILT SWIG: IW=501
IWORMA11ON PROVIDED BY' INFORMATION PROVIDED BY' Project Manager:
DATE. DECEMBER 29, 2014 DATE' DECEMBER 29, 2014
NAME' BLAND & ASSOCIATES, INC. NAME' BARCO-DUVAL ENGINEERING A.Acme
ADDRESS: 615 BLANDING BOULEVARD ADDRESS: 7587 ULSON BOULEVARD
ORANGE PARK, FLORIDA 32065 JACKSONVILLE, FLORIDA 32210 Designer C.Johnson
PHONE NO: 904-272-1000 PHONE NO* (904) 772-1313
1 HEREBY CERTIFY THAT THE I HEREBY CERTIFY THAT THE Drawn by: C.Johnson
• PAVEMENT WATERMAIN Cartificate of Auth: 7298
• CURB GUTTER FIREMAIN y PAVEMENT - WATERMAIN
• STORM DRAINAGE SANITARY SYSTEM y CURB & GUTTER FORCE MAIN
SYSTEM LIFT STATION y STORM & DRAINAGE SANITARY SYSTEM
• UNDERDRAIN CONNECTIONS POND SYSTEM LIFT STATION
y UNDERDRAIN CONNECTIONS X POND
ARE IN ACCORDANCE VATH THE APPROVED PLANS AND
SPECIFICATIONS. UNLESS OTHERNSE APPROVED BY THE
WERE VERIFIED AS TO THE HORIZONTAL AND VERTICAL LOCATIONS AS CITY ENGINEER.
STANDARDS SET FORTH BY THE FLORIDA BOARD OF LAND SURVEYORS
PURSUANT TO SECIM�472.027. ORIDA T,,-nATES. CONTRACTOR'S SIGNATURE
00,/
/%
SIGNATURE. t.1000 - -
DATE' DECEMBER 29, 2014 CUC 05691 a 12.5 25 50
FLORIDA REG. LAND SURVEYOR'S NO. LS 2518 CONTRACTOR'S STATE LICENSE NUMBER
Project No.: 12210
Date:
June,2013
Fs�WNo.: 25
Lu
0
too GOLF- COURSE SHELTER e
W/BATHROOMS
FFE 8.00
a.
U.
PROVIDE POSITIVE DRAINAGE NOTES:
TO ONSITE STORM SYSTEM. SO/ to z
DRAINAGE ALONG WESTERN A CLEANOUT SHALL BE PROVIDED AT THE
PROPERTY LINE TO BE END OF ALL UNDERDRAIN PIPES.
01010 t 0
zt CONTROLLED BY GOLF COURSE (n i cm ca 0
GOLF COURSE SHELTER CONTRACTOR AND CONNECTED "a m I n R
PROVIDE A MINIMUM SLOPE OF 0.50%ON ALL r .0 a.
W1 BATHROOMS TO ONSITE STORMWATER UNDERDRAIN UNLESS OTHERWISE SPECIFIED. cc 3:
r- I . *1 a I - I
FFE 11.50 CONVEYANCE SYSTEM. E
0 C co
cc
IOU
's; 3; 3;
&,a- a.
PR OSED GOLF CART V V V M M Co M M
BRID MIN. BOT v- v- v-
r -7 EL 8. ASBUILT czm zc,4
10"CLEANOUT CeD
9,97 r54
TOP EL=JB.W 6.14AB
58 1 57 INV EL=D-W 0.61AB
w to IT m N V11 6
z
56
#10'.08 99.88 zt 1.52
6.36 15'UNOBST UCTED S-38A 830
UTILITY EAS MENT J-1 MANHOLE
TOP EL=W9.2 A
1 10"PERF. PVC
S-38 INV EL=3-W 3.7 AB
TYPE V INLET 1.18
PER FDOT IND #221 CoN 1 wx4m ADS @ S=0.50% (TYP) Cu
GRATE EL= . 8AAB - TE (TYP)
INV EL= . _'4A /9.2 8 55
3
UD(611) 4.66AB TB-1 1
UD(6")4.96AB- 8.62AB TOB=6.50
6.64 0), .45 CUL-DE-SAC BOT=,4.50
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1&t"F 12"AD 12"x4"ADS
1.35%AB IEE (TYP)
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AB m U) 9.14 E 10'PRIVATE @ -C8-TB11 ASBNLT-- C: z
28 LF )F 18 P 45 zt w
UTILITY EASEMENT DRAW Cu
tq (0
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TB 14, 69ADE-BREW 12" HDPE DRAIN >
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BOT=8.00 q, _&TA.53+12.31 0 FL=B-.W 6.15X B GS-29 ASBUI
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P IN GRATE- ( A\UTILITY EASEMENT In
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OPOSED GOL CART
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@ S'7-_O�. o
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W/DROP IN GRATE
0 EL=f)-W 5.1 1AB
INV-EL=D,W 0.11 A B
AS- BUILT AS- BUILT
INFORMA11ON PROVIDED BY: INFORMATION PROVIDED BY. Scale: Im=500
DATE: DECEMBER 29, 2014 DATE: DECEMBER 29, 2014
NAME: EILAND & ASSOCIATES, INC. NAME: BARCO-DUVAL ENGINEERING Project Manager
ADDRESS: 615 BLANDING BOULEVARD ADDRESS: 7587 WILSON BOULEVARD A.Acree
ORANGE PARK, FLORIDA 32065 JACKSONVILLE, FLORIDA 32210
PHONE NO: 904-272-1000 PHONE NO: (904) 772-1313 Designer C.Johnson
I HEREBY CERTIFY THAT THE I HEREBYCERTIFY THAT THE Drawn by: C.Johnson
y PAVEMENT - WATERMAIN PAVEMENT WATERMAIN Certificate of Auth: 7298
y CURB & GUTTER FIREMAIN CURB & GUTTER FIREMAIN
y STORM & DRAINAGE SANITARY SYSTEM STORM & DRAINAGE SANITARY SYSTEM
SYSTEM LIFT STATION SYSTEM LIFT STATION
y UNDERDRAIN CONNEC71ONS POND UNDERDRAIN CONNECTIONS POND
ARE IN ACCORDANCE NTH THE APPROVED PLANS AND
SPECIFICATIONS, UNLESS OTHERWISE APPROVED BY THE
CITY ENGINEER.
WERE VERIFIED AS TO THE HORIZONTAL AND VERTICAL LOCATIONS AS
STANDARDS SET FORTH BY THE FLORIDA BOARD OF LAND-SURVEYORS �4-
PURSUANT TO SEC 72.027 ORI CONTRACTOR'S SIGNATURE 1 .5 25 so
SIGNATURE: Project No.: 12210
DATE: DECEMBER 29, 2014 CUC 056916
Data:
FLORIDA REG. LAND SURVEYOR'S NO: LS 2518 CONTRACTOR'S STATE LICENSE NUMBER
June,2013
Sheet No.: 261
2 GRATE
M EL.=9.20
1-- MATCHLINE SEE SHEET 29
4? 9.10
9.00 UJ
9.315 3 7.66AB AB 7.77AB -a
4* 6 C
162 LF F 24m RCP 0
zL NOTES: .76AB 7.83AB W COMPACTED LIMEROCK BASE r ASPHALTIC CONCRETE
8.50 @ S. =.0A2ro MIN.LBR 100,98%MAX DENSITY SURFACE COURSE TYPE S-111
0 5%AB AASHTOT-180(MAX6 LIFTS) MIN.1500 LB MARSHALL(I LIFO
9.10 9.36 9.3 8.45
8.20 8.44AB
1. DOWNSPOUTS/ROOF DRAINS WILL BE SHOWN 8.80 9.00AB
ON ARCHITECTURAL PLANS 9.00
BUILDING 8.68 fl AB /8.50
L ts.UU
WAT=A I W. 1r COMPACTED SUB-BASE
2,500 SID FT 8.50AB
w 2. ROOF DRAINS WILL CONNECT TO ADS/HDPE LATERALS 'EL.=9 15. MIN.LBR 40,MAXPLASTIC INDEX6,
-.a 9.00 FFE EL. 9.40 COMPACTED TO 98%MAX.
U- UTILIZING ADS/HDPE FITTINGS AND CONNECTIONS. -On 8 DENSITY AASHTO T-1 80
7.85 8-w
.25AB
3. ADS/HDPE LATERALS WILL HAVE A MINIMUM DEPTH OF 9.10 W72
PO STO S UCTURE TYPICAL
3 FEET.
AN IPE FO TION
PR IDE BY I HENICS STUDIO 8.67
4. INSTALLATION OF ALL ADS/HDPE PIPING WILL BE PER GRATE 8. arm NOTES:
=9.10
MANUFACTURERS SPECIFICATIONS. 9.00 8-w
.22AB 1.SOIL ANALYSIS MAY INDICATE THE NEED FOR A THICKER BASE COURSE THAN THOSE SHOWN
9.25 KNESS SHOWN HEREIN ARE NOT INTENDED TO BE ABSOLUTE,
HEREIN.THE PAVEMENT THIC tM
t> BUT ARE PRELIMINARY CRITERIA&MAY BE MODIFIED TO ACCOMODATE THE BEARING CAPACITIES z z
5. DRAINAGE AROUND POOL DECK TO BE PROVIDED 9.10 .8. AB 8.57AB OF VARIOUS SUBGRADES.
BY POOL CONTRACTOR AND WILL TIE TO THE a-e5 PEI
2.ALL DIS71JRBED AREAS SHALL BE SEEDED&MULCHED. ALL AREAS WHERE SOD HAS BEEN 0
DISTURBED OR REMOVED SHALL BE SODDED TO SATISFACTION Or-OWNER.
.2 3.32AB 8.09AB
SURROUNDING YARD DRAINS. 9� b, It, CL
0
9.25 =
CAL TIFIED V.0
3.THE OWNER,PROJECT ENGINEER,AND GEOTECHNI ENGINEER MUST BE NO L. ca
6. PRIOR TO ANY WORK BEING CONDUCTED IN THE 9.00 .20 FORTY-EIGHT(48)HOURS IN ADVANCE OF PAVING IN ORDER TO HAVE SUFFICIENT TIME TO L
CITY OF ATLANTIC BEACH RIGHT-OF-WAY THE t, bo S.KAH-11 a-AN INSPECT THE LIMEROCK BASE AND ALL DENSITY TESTS. ANY DEFICIENCIES TO THE LIMEROCK 2
.0
BASE MUST BE CORRECTED PRIOR TO PAVING TO THE SATISFACTION OF THE OWNER, co
8.61AB 8Q PROJECT ENGINEER AND GEOTECHNICAL ENGINEER.ADDITIONAL DENSITY TESTING MAY BE :9
9.26-' 8.25 1112
CONTRACTOR MUST OBTAIN A RIGHT-OF-WAY 813 REQUIRED.
-2
PERMIT FROM THE CITY OF ATLANTIC BEACH. cc
GRATE' 9. 4.ALL CURB AND GUTTER(MIAMI,CONCRETE OR ASPHALT VALLEY ETC.)SHALL HAVE A MINIMUM
6KA f t� 'EL.=9'00 GYM 9-.05 FALL OF 0Z IN 100 L.F.
8. 09.01 5: 0!
EUF9.05 ,6 , 2 A .9 7.93 >
C40 SID FT 9.28AB &55 7AB 5.AS AN ALTERNATIVE,AN APPROVED CRUSHED CONCRETE MATERIAL MAY BE 12
8N566AB 8.74 AB USED WITH A MIN.LBR OF 100 COMPACTED TO 98%MAX DENSITY PER AASHTO T-180.
FFE EL. 9.40 8.26 AB MATERIAL MUST MEET THE CURRENT FDOT SPECIFICATIONS FOR GRADED AGGREGATE w
8.03
ELo!-9.00 L 9.19 AB BASE.
741 "r.i R.31 AB 6.IT IS THE CONTRACTORS RESPONSIBILITY TO ADHERE TO MY ADDITIONAL
M co
7.8f 9.00 7.55AB 7.73 AB RECOMMENDATIOINSIREOUIREMENTS OUTLINED WITHIN THE REPORT OF
&45 GEOTECHNICAL EXPLORATION.
N N N N
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@ EL. =.7-.W 7.45AB t� 920 b b t� 8.78AB 81.09AB 14\ Typical Pavement Secfion for Clubhouse
INV. EL. 4.25 AB 6.93 and Selva Marina Drive Median
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------------- Project Manager
CH-10 A.Acree
Desigrw. B.Rohrer
CH-1 1 Drawn by: B.Rohrer
Cedficate of Auth: 7298
............................... ......
............
T-3 36"RCP
Tz, 5 0 10 20
PmJect No.: 12210
Date:
U7 79 5A
24
a71NDEX 6.
X.
GRA
June,2013
Shoot No.:
W
7.00
0
7.45 NOTES:
7.20 NG± 8.20 1. DOWNSPOUTS/ROOF DRAINS WILL BE SHOWN
ON ARCHITECTURAL PLANS.
7.10
NG± 2. ROOF DRAINS WILL CONNECT TO ADS/HDPE LATERALS S
u- UTILIZING ADS/HDPE FITTINGS AND CONNECTIONS.
8.40 3. ADS/HDPE LATERALS WILL HAVE A MINIMUM DEPTH OF
7.52 3 FEET.
Tw A5 8.20 F ALL ADS/HDPE PIPING WILL BE PER co
7.00 4. INSTALLATION 0
8. MANUFACTURERS SPECIFICATIONS.
Z
-----8.20 Z
5.85 8.20 5. DRAINAGE AROUND POOL DECK TO BE PROVIDED C 3 co a.
e 8 -t
BY POOL CONTRACTOR AND WILL TIE TO THE cc co = 0
8
SURROUNDING YARD DRAINS.
Cm
%E-5�.32 8.20 6. PRIOR TO ANY WORK BEING CONDUCTED IN THE S
8.4 S JOB co
CITY OF ATLANTIC BEACH RIGHT-OF-WAY THE 4.9
-OF-WAY
CONTRACTOR MUST OBTAIN A RIGHT
EX. PERMIT FROM THE CITY OF ATLANTIC BEACH.
5.40 >
0.
EX.
6.08 TW ui
7.80
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PROVIDED BY EUTHENICS STUDIO AB 7 9 7.21 AB
7. AB
1 ASBUILT 7. 5 Project Manager
8.70
9.00 15" HDPE DRAIN
W/DROP IN GRATE 8.80 .26AB A.Acree
6. 7.21AB
Designer A.Acree
ft EL. =B-W8.01AB
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9.36%
9.00
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7.77AB
Date:
June,2013
.40
0
8.00
106
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MATCHLINE SEE SHEET 28
9.1 0,,,� 9.25/ Sheet No. 29
MATCHLINE SErz SHEET 58 M.J.45* BEND
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ztfiw PVC(DR-18) 33 FOR CALL OUTS ON ATLANTIC BEACH DRIVE.
FIRE MAIN
2. CONTRACTOR SHALL NOTIFY ENGINEER OF RECORD OF ANY
ALL DISCREPANCIES IMMEDIATELY.
w 2 :2
U. 3. CONTRACTOR SHALL CONNECT THE WATER SERVICE TO THE
A old , PROPOSED BUILDING FROM THE EXISTING WATER SERVICE
COULD NOT LOCATE TIE IN- 4
a, 3.84 AND METER IN THE SELVA MARINA DRIVE.
6" PVC SEWER SERVICE.
(SDR-26)@ S= 1.00% 4. BENDS NOT SHOWN OR CALLED OUT ON FIRE WATER AND REUSE
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Scale:
.............. Project Manager
A.Acree
Designer B.Rohrer
Drawn by: B.Rohrer
sex Certificate of Auth: 7298
SEE DETAIL"A7
FOR CONNECTION
AS-BUILT INFORMATION
z�SEE SHEET 33
FOR CONNECTION 8"X 2"TE
INFORMATION
5 0 10 20
Pmject No.: 12210
Date:
June,2013
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Project No.: 12210
38 7 2.
450 BEND 450 BEND' 7.5
Date:
MATCHLINE SEE SH
/V157 June,2013
Sheet No.: NJ ,