Selva Marina Country Club 1600 (2) ' r
EQUAL SPACES
- - - -- - - NOTE:
PROVIDE EXP. JOINTS 20,' VARIES SEE SHEET 4 20' Aw
EXPANSION JOINTS WHERE S/W ABUTSaw-no
I I I I I STRUCTURES OR OTHER
SIDEWALKS.
Gj I I I
5' MIN. DUMMY GROOVE CONTRACTION JOINT
7.5' MAX.
(FOR 6' WIDTH)
SIDEWALK PLAN
UK,<\
MONOLITHIC CURB
TOOLED EDGES .& SIDEWALK WHERE
1 $ 1/8" 2��
RADIUS 1 -j(�-- APPUCABLE \
• • •
: * ; , 6"
4. HEADER CURB
. . • . . ... : '�, • '. . WHERE APPLICABLE
1 1/4 TYPE S—•3 ASPHALTIC CONCRETE
�__PREMOLDED JOINT FILLER PRIME COAT
DUMMY GROOVE 8" LIMEROCK BASE.
EXPANSION JOINT
CONTRACTION JOINT w 8" STABILIZED SUBGRADE, LBR30
6x6 W/ 1.4X1.4 TYPICAL. NEW PAVEMENT SECTION THRU PARKING
TOOLED WHERE INDICATED N.T.S.
EDGES SLOPE 1/4"/FT MIN. FINISHED
— CONCRETE GRADE
TYPICAL SIDEWALK SECTION
CONCRETE SIDEWALK DETAILS y' EXISTING
N.T.S. _ ASPHALT EXISTING 1
i
POTHOLE
4' R.
7" EXISTING BASE .
4" THK. CONCRETE
MONOLITHIC CURB 6 7" EXISTING SUB—BASE
AND SIDEWALK - w J
� a-
6 (CONTRACTOR SMALL VERIFY LOCATIONS & QUANTITIES) > w
v�
1/2" R EXISTING
w TOP OF PAVEMENT 1/2 R _ A A
1 CUT SHALL BE MADE FROM EDGE OF POTHOLE �•.
2» EXISTING 1'--0" 1 '-0" 1 " TYPE S-3 OVERLAY
TOP OF PAVEMENT ASPHALT EXISTING 6 „� 4 T�
f POTHOLE
O tD f
... ; -- NEW 8" LIMEROCK BASE 6 '1 4 `I
•a . ; •.,r EXIST. BASE AND SUB--BASE ,.
2x4 OPENINGS
7„ (CONTRACTOR SHALL VERIFY LOCATIONS & QUANTITIES) SECTION A— A
NEW
MONOLITHIC CURB & SIDEWALK DETAIL
N.T.S. HEADER CURB DETAIL POTHOLE . REPAIR DETAIL CONCRETE FLUME DETAIL
(TURNED DOWN SIDEWALK) N.T.S.
N.T.S. N.T.S.
Designed Released For Construction Q project No.: Drawing
WILCHAR r Connell & Wicker Inc.
Connelly � o
9202-11
Drawn By Consulting Engineers P.ARKI�NI IMPROVEMENTS o Cad No.:
PACE
Checked FOR SITE . DETAILS P LA1 y DETAIL
Al
This Drawing is the property of Connelly Wicker Inc. Q Scale
KIENTZ and is not to be reproduced or copied in whole, or in Jacksonville Beach, Florida SELVA MARINA COUNTRY CLUB Cs AS SHOWN
O.C. part. It is not to be used on any other project and
Date
CONNE LY ie to be returned on request. Destro, Fl.
Q
L o. Data Revision By Reg. Engineer NOV. 1992 Sheet
CONST. TYRE ,.C-� INLET w SLO
TOP = 7.2
INVERT = 3.00
h� SLOT 6.00 p A G 0 . 0 N
N.W.L.
DATE OF SU SURVEY
APPROXIMATE TOP OF BANK -}- tOCT. 22, 1992
T_ ry INV 2.94
APPROXIMATE EDGE OF WATER--_ ata �6 APPROXIMATE EDGE OF WATER
6' CHAIN LINK FENCE lv
CONST. ENDWALL
- 7 0 / f!L � b� APPROXIMATE TOP OF SANK CONST. ENDWALL
INV. = 2.75
INV. = 2.75 a' CHAIN LINK FENCE 'tib CONST. 12 L.F. ry 15" RCP
16h S.4 INV 15" RCP 2.51
CONST. 30 L.F. ry 15" RCP BAST J1 4. 75 (INACCESSIBLE)
�i CURB INLET /
BOT. LG2 S.F. .. .,. . �� .
T 6600 S.F. FINISHED FLOOR
��� BASIN #2
Q �0 ELEVATION 9.19- � D. BOT, 7395 S.F. »
1a .00 �Q 1 • -� c° �' �h`� : TOP 10263 S.F.
II CONST. TYPE C
Ar , �ry II INLET W SLOT
0 6' MAIN ��
LINK FENCE ` rO +1 .00 TOP �.QO
x fi.35 w .•. w II INVERT = 3.00
O 7. CONC. FLUME �� 6.25 Q SLOT = 5.35
SEE DETAIL Ia.c• " P) LM 1GHT � LU II rn
y 7.48 ( ) s, / ��- , a a
II
H.C.
N °f 8.40 o� ONE .STORY 6131 CK and G 6 75 ZJUtLJ7
U p ri MA,$ONRY BUILDING �j. H.C. �� O to `
O j �' '7.87 7. 7 ti "SELVA MARINA COUNTRY CLUB" ti� U •,.� Y
-�w
M F
z p ix9 H.C. 1 II U
J B B
7.58 H. \ �'` II p a�
m °` �`� ExisrlNc 1. ,�• ,,..
�° '�ti�, O SANIT Y MANHOLE 7.1 X6.50 -1 o 0
\� C+ry tr H FINISHED FLOOR sic 1 m
J q
O� ELEVATION 11.22 N� 0 �\� e�
ELECTRIC I I J Q pg
TLE t 49
APPROXIMATE EDGE OF WATER + 8.48 0 ..-- 1 1y O O II CSL\� 'tijp
+� 1" PAL /LIG T I 7 58 1 ' J z
II w
APPROXIMATE TOP OF BANK O U1
Ce`'� -- 8.14 8.14 0 + ° �
�10►.0 c �°A. ,� 1� h 7.25 II
9.0 �,� �� + EDGE OF EXIST.
0 r + C���rF \ IRKING +_ PAVEMENT-- ---. 7.81 + + I)
O _ . 8.14 4P LJ
00 8.14 9.00 # 39" OAK � O
10.0 +
/ # O . •. .. + \ _ �.. 34" AK 48" OAK
81,49 9: S 8• 45" OAK II a
.j ;f p# CONSTRUCT
HEADER CURB
8.00 CONSTRUCT 8.50 �� LIMITS OF NEW 3" OAK
HEADER CURB 1P CONSTRUCTION R .o 7.458.3J5 hi
FOR AREA OF NEW g 0 8.55 o
a 0 S U TI N
INV 24" RCP 2.46 7
48" HICKORY # 8 49 Ar o �, 9 1`3 " 9. 9 �° 5 # 9" OAK II
CONCRETE_ a r �4j �fq �' 14" AK(DO Q) 14" OAK
TELEPHONE
MAKR ER a -- ____ WOOD POWER POLE
11 �~ "STOP" 0 SPLIT RAIL FENCE •# WATER # ? . WOOD p + ,CONCRETE
p� a SIGN SPLIT RAIL FENCE 8.75 v ��, # # # by METER LIGHT �� MARKER
0 4 0 0 a o o u 8.50 8.50
-� - ::. POLE
CURB INLET
BENCHMARK 09 Np $ SANITARY MANHOLE
WASTE WATER MANHOLE
NORTH RIM = 9.05 NGVD �� i CELL SYSTEM
� CONCRETE OAK- MANHOLE O
\/ NORM MANHOLE
WASTE WATER MANHOLE 5" SCRUB OAK TRAFFIC # E V A M. A R N A �-- " V
`� tt SIGN 30" OAK _ tF `I. 40 OAK CLUSTER
_ 1.
`9 WATER WATER
1DD• RIW (PAVED DIVIDED ROAD) METER
SPIGOT
L TRAFFIC "NO
SIGN PARKING" p ��4 °�` HYDRANT
W � f 57 GN _
Q ,
`I
\\\-LANDSCAPE
w (BY O'WNER)
, LEGEND
Ctf
f--
EXISTING PALM TREE
EXISTING ELEVATION
8.55 PROPOSED ELEVATION
y ----- EXISTING CONTOUR
9.0 PROPOSED CONTOUR
Designed Released For Construction Project No.: Drawing
WILCHAR Connell & Wicker Inc.
�/ c � D "�'c 0 9202-11
Drawn By Consulting Engineers PARKING IMPROVEMENTS J � Cad No.:
PACE
p Scale S.
ITE2
Checked FOR GRADING AND DRAINAGE PLAN
This Drawing is the property of Connally & Wicker Inc. AA (�COUNTRY
CLUB t[�
KIENTZ and is not to be reproduced or copied in whole or to Jacksonville Beach, Florida SELVA MARaN�A COUNTR 1 CLUB Q 1 � 3O�
O.C. part. It is not to be used on any other project and Q Date
CONNELLY to to be returned on request. De9tin, Fl.
Rev�alon By Reg, g NOV.Engineer 1992 Sheet of _ 7
Na. Dote
71
L A G O O N
` N.W.L, - 2.6
DATE OF SURVEY
OCT. 22, 1992
APPROXIMATE TOP OF BANK--,,-
APPROXIMATE
ANK —_APPROXIMATE EDGE OF WATER -- 6' GRAIN LINK FENCE INV 2.94
APPROXIMATE EDGE OF WATER
+•
�fC
7.0 APPROXIMATE TOP OF BANK
0 4' .CHAIN LINK FENCE +
6.()
INV 15" RCP 2.5-+. 75 (INACCESSIBLE)
BASIN #1
CURB INLET
FINISHED FLOOR
r II
0 ELEVATION 9.19 L��P •
z �o � . �, ��, 5 BASIN #2
0 6' CHAIN0 ..
LINK FENCE--) k
R. li
U0 0 31 R.
H.C. I 7' R.
" a II
} $ P LM/ IGM1 5 �, co
w r
N s,� .C. T
C
HP. • Q II
ONE STORY BRICK and
U `[ II o N ' ' MASONRY BUJQ)1N.G �'Y� H.0 I)
o F 5 R. 15 SEl.VA MARINA COUNTRY CLUB 5 ' 0Ll
Y
_J �pU 1 2 H.C.. a0 i� v
J H.C. Ii O a��
m EXISTING
O SANIT Y MANHOLE N i J
0 �o
� `L ' a +� H.C. FINISHED FLOFLOOR Ii m
� �
Jia ale, 122 � ELEVATION � 11.22 \ � - . ; I
ELECTRIC a 4
OUTLET # P
��OAPPROXIMATE EDGE OF 'WATERS- 20 ' 20'
`�` w-
��. �O PAL ./LIG T J ��
APPROXIMATE TOP OF BANK— 4
c� - 0' R. ' I i to C3�1
e 201 R. w 10 R. ,I w
S'�C.co, N EDGE OF EXIST TYP. (i
5' 36' R. '�y� �Fl PARKING PAvEMENr--� - 4' R. LJ
o w
��
FJ
J � � TYP.) � � i � I---
15 R. EXI ,TI G BR K N ASH LT ! 25 R. 390 OAK o
,. - P4
1 J
�:: SE BELOY)
�' a + R. 1 4,5 OAK 34" AK AK
SSE E IL
i
7 12 R. 10 5 # 4
I 126' 1
R. 13" OAK
iI
TURNED DOWN _ cy - - - LIMITS OF NEW AREA N
SIDEWALK 10' 99
CONSTRUCTION
INV 24" RCP 2.46 ° # 5' R. 1 G' 1 G' 1 0 R t r�' r II
CONCRETE 48" HICKORY ��+ ' At H0� 10 12 22 12 9 OAK
TELEPHONE ° 25 R. # 14" OAK # 0 tF 14"O AK II
MARKER �YP, WOOD POWER POLE r # >? a t}
"STOP" CONCRETE � --,--- --
SPLIT RAIL FENCE # WATER . WOOD # MGHT AR 25'25 R
�- SPLIT RAIL FENCE a
�o v o �' v o._._z, y -._a .-�-_-o # METER'. ti>< PIOLE �+ (TEL. �r�
l? CU R 8INLET
O
SANITARY MANHOLE O 130 R.
BELL CONCRETE O' 30' \ , \/ OAK m MANHOLE OM STORM MANHOLE
WASTE WATER MANHOLE 5" SCRUB OAK TRAFFIC " IU• S. E L y A M A R � N A D R I V E 40" OAK � CLUSTER
SIGN 30 OAK
IQ0' R/W (PAVED DIVIDED RQAD) WATER WATER
I • SPIGOT
METER
`` TRAFFIC 24 NO PARKING" 3 U FIRE
LLJ w f SIGN SIGN _ HYDRANT
z 12' '
Q 12' 18' 18'
_.�` NOTES
m '
1.) ALL NEW EDGES OF PAVEMENT
SHALL RECIEVE 6" HEADER CURB
f--
EXCEPT NEW SELVA MARINA DRIVE
z MEDIAN CROSSOVERS
LEGEND
a 2.) ' EXISTING ASPHALT TO REMAIN
SHALL BE OVERLAYED WITH 1" EXISTING PALM TREE
OF TYPE S--3 ASPHALT PARKING COUNT INCLU. H.C.
NUMBER OF NEW EXISTING 100
3.) CONTRACTOR TO FIELD VERIFY 10'x20' PARKING SPACES PROPOSED 98
ALL LOCATIONS OF ASPHALT TOTAL 198
REPAIRS IN EXISTING PARKING H.G. 12'x20' HANDICAP SPACE (INCLUDING 6 H.C. SPACES)
LOT AND PROVIDE FOR SUCH
REPAIRS ACCORDINGLY.
Designed Released For Construction 0 Project No.: Drawing
WILCHAR r Connell & Wicker Inc.
�/ , "" "` Q 9202-11
Drawn Consulting Engineers PARKING IMPROVEMENTS Cad No.:
PACE By
s �OR SITE GE METERY PLAN strEz
,Wd f"w [". Scale
Checked This growing is the property of Connally & Wicker Inc. �y �1 ;
KtENTZ and is not to be reproduced or copied in whole n in Jacksonville Beach, Florida SELVA.- MARINA COUNTRY CLUB b 1.. = 30'
0.C. port. It is not to be used on ony other project and p }• -• -'
CONNELLY is to be returned on request. Des`in, Fl.
Date ,t
No. Data Revision By Reg, Engineer NOV. 1992 Sheet of �
t
L A G o 0 N
-- N.W.L. - 2.6
DATE OF SURVEY
OCT. 22, 1992
APPROXIMATE TOP OF BANK
APPROXIMATE EDGE OF WATER-----,- - INV 2.94
APPROXIMATE EDGE OF WATER
6' CHAIN LINK FENCE + ��(
/ Q APPROXIMATE TOP OF BANK
4' CHAIN LINK FENCE +
INV 15" RCP 2.5f
(INACCESSIBLE)
CURB INLET
BASIN #1
HWL = 6.04 FINISHED FLOOR
ELEVATION 9.19
o `10 BASIN #2 II
x +,
HWL — 5.35 II
O CHAIN
INK FENCE k
x � WWII
00 Q x -�
H.C. I a II
La `8cM.C. 8" p LM/ IGH o
N MASONRY BUILAIN Nand psi ti�
�.- II
ONS STORY 8R1GK.,a
G c -
ti H.C.
U u o N / "SELVA MARINA COUNTRY CLUB" " O II Y
O $Q U H.C. 0 a Ii v
a o
m H.C. O
c{ , EXISTING II a� w
Orb w �cN O SAN[ Y MANHOLE `
II
0 H.C. { FINISHEP FLOOR Cy �
J Q OC� ti ELEVATI,QN v 11.22 # P��
P ELECTRIC
APPROXIMATE EDGE OF WATER----. O
O ��
,Q 11" AAL /LIG T '¢
II �
(vim
APPROXIMATE TOP OF BANK--- �
r w I w
s <
p EDGE OF; EXIST.
PARKING r
PAVEMENT--,—__ I) LLJ
# Vii., • VP O
•. �, II U
# r•. • •�:� •• ,'. :.. ; .• ,, ,.. •.. .•.•.•. ';: �- 34" OAK �48" OAK
�
° o , 45" OAK II a
i#"�# K II
AREA
1038 Ac .
II
II
4
INV 24" RCP 2.46 #
48" HICKORY At O #
CONCRETE_
TELEPHONE a #' 14 qAK0# 9"0 AK # 14"�AK II
MARKER WOOD i i3 # �I
SPLIT RAIL FENCE v WATER. #— � • WOOD
TY
ON
O " T SPLIT RAIL FEI4CE # # # CONCRETE"
METER �' LIGHT MARKER
POLE
# (1 EL.
_ .
------ - - - - - CURB INLET
U SANITARY MANHOLEQ
BELL CONCRETE a y ..x ( \ MANHOLE OM STGRM MANHOLE
WASTE WATER MANHOLE 5" SCRUB OAK TRAFFIC L V A M A R 1 N A D . R . I ? Y • E
#
SIGN 30" OAK Q1 40" OAK OAK m
CLUSTER
100' R/W (PAVED DIYiDEp ROAD) WATER tx 0. � WATER
METER SPIGOT
TRAFFIC "NO SIGN
L HYDRANT
SIGN r
z
Q -
Uf
r~ •
z •
O
U ;
Designed Released For Construction , Project No.: Drawing
WILCHAR Connell Wicker Inc.
Y � � 9202--11
Drawn e Consulting Engineers PARKING IMPROVEMENTS t D Cad No.:
PACE y a SITE2
FOR DRAINAGE DIVIDE PLAN
Checked This Drawing Is the property of Connelly do Wicker Inc, p nt ' (R Scale
KIENTL and is not to be reproduced or copied in whole or in Jacksonville Beach, Florida SEL:VA MARINA" COUNTRY CLUB
1" 30'
0.C. part. It is not to be used on any other project and V(`�
is to be returned on request. e Vp t i n, Fl• Date
CONNELLY No• Date Revision By Reg. Engineer NOV. 1992 Sheet _ _ of _�_
�Cb L A G O O N
'A �� N,W.L. 2.6
10,
DATE OF SURVEY
APPROXIMATE TOP OF BANK-� + 1 �5 OCT. 22, 1992
APPROXIMATE EDGE OF WATER-----
4�� ry' INV 2.94 APPROXIMATE EDGE OF WATER
r
6' CHAIN LINK FENCE
APPROXIMATE TOP OF BANK
�1 4' CHAIN LINK FENCE + ro
+ +� ry
til INV 15" RCP(INACCESSIBLE).5t
+00. �-
CURD INLET ti
ti� _
(01
FINI$HER ,FLOQR �F,� E +
ELEVATION} 9.19
1 +�� CFS �y`lr •
it
0 6' CHAIN
LINK FENCE
00 0
II
r n Y 18'' P LM IGHT
�J
H.C. a 6� p
1
o log ONE STORY BRICK and �S,G �!' e
U Q u N MASONRY BUILQING ti H.0 1� ! 7 x.11
SELVA MARINA CpUNTRY CLUB ,f � Y
Q� H.C. SII
zao �� U
91'
m EXISTING - a
/ �- + �,
MANHOLEI Ln �yo'� o
. p SAKIT Y
�
�a FINJSHED FLOOR S�Cy
f
E�.r"vArjoN � 11.2z �
EXIST. PIPES Ot)T TR,C # Q
a�TTrEr
REMOVED
APPROXIMATE EDGE OF WATER / TO BE REMOVED • . ` A URp INLET
O w V\
TO BE REMOVE ) 1 PAL /Llc r � �` v
��,�'�'� APPROXIMATE TOP OF BANK 8 INLET ' `-. w
O BE R 1 `OV �. +
S oti ...�, 1 EDGE OF EXIST. 1
FLOOD ELECTRIC �+ ��A�.� ri, �RKING + PAVIEMENT=-�� + + w
IGH S
OUTLET II
L OU LE . 9RF �h cii
613 LNLETq ,t. 39" OAKO BE REMOVE � �P � � o
# # FLAG II �O
BE
{ /� �-�y
TO LaE RELOCATED
POLE I 1 # �y^� 11 47�� 45" OAK 34" OAK �t.Y 46" OAK (!I J
/ # II
# v
BY OTHERS
M a V p
p (�
#
METAL BOXY
/ LP GAS
REMQVE, EXISTING 13" OAK
CURB hII
-+: +1 - II
ROW OF 6" x 6" CONCRETE POSTS
sf + (TO BE REMOVED) II
INV 24' RCP 2.46 / REMOVE EXISTiN-G
48" HICKORY # ANCHORS tx ----- 7
CONCRETE FENCE �. OAK
TELEPHONE A tf + - 14" OAK�1 m tF . 14:0 AK ell
MA KER Ti- WOOD POWER POLE _ � � � � -.r- �� # o # _ i�
# WATER # WOOD # + ,CONCRETE
"STOP" SPLIT RAIL FENCE u SPLIT RAIL, FENCE # MARKER !�
p`o o SIGN _ X �b METER LIGHT ��
- - — o � o o _ o ,o- -o a o--n- #� POLE .
CURB INLET
REMOVE EXISTING L3RST WALLS-)/GN
BENCHMARK 0 �--9� TO BE RE T ,,o & STOP SIGN � -� y�AN1TARY MANHOLEO _\\—REMOVE EXI TING
WASTE WATER MANHOLE CURB -- -- ATO BE REMOVED `�° s
NORTH RIM = 9.05 NGVD mr �r URBBELL
CONCRETE SIGN t 0 rt pA� &--MANHOLE SYSTEM
STORM MANHOLE
WASTE WATER MANHOLE cool P 5" SCRUB OAK TRAFFIC # � S E L V A M A R I N A '-�-�_ 'b 40" OAK CLUSTER
._. J SIGN 30" OAK 40" OAK +�' ----. --- ---
WATER
9 100' R1W (PAVED DIVIDED ROAD) WATER
SPIGOWATET
TRAFFIC "NO PARKING" �p
Lil SIGN SIGN o,F' � _a��_ IiYDRANT
k �
d
J -
U I •
LEGEND
222 EXISTING PAVEMENT & CURB TO BE REMOVED
EXISTING SPLIT RAIL FENCE TO BE REMOVED
°
EXISTING TREES TO BE REMOVED
Designed Released For Construction Q Project No.: Drawing
NLCHAR Connell. & Wicker Inc. 9202-„
Drawn Consulting Engineers F ARKINQ IMPROVEMENTS `' � Cod No.:
PACE ®y SITE2
FOR EXISTING SITE, AND DEMOLITION PLAN
Checked This drawing is the property of Connelly & Wicker Inc. Scale
KIENTZ and is not to be reproduced or copied in whole or inJacksonville Beach, Florida S�LVA MARINA COUNTRY CLUB 30�
O.C. part. It is not to be used on any other project and . Date
Destro' Fl.
i9 to be returned on request. �.
CONNELLY Na. Date Revision. By Reg. Engineer NOV. 1992 Sheet _ _ of ._�