Francis Cove Water And Sewer Plans (3) i
•r7.9
MAP QF SURVEY f2A
145 FEET OF THE EAST
THE NORTH 1/2 OF LOT 13 TOGETHER MATH LOT 12, EXCEPT Tref NORTH n 'T�Q \a.w. 'IJJ I
1 °Q' 9'26'40"E 245.00'
rur� IJ,O IT'Q Ii.O NR9'3640'E 140.00' laic
1N8
50 FEET OF THE EAST
95 FEET145 FEET THEREOF AND ALSO EXCEPT THE WEST OF THE NORTH 100 FEET THEREOF, ALL o _3 +st / rra92640-E 50 0' r+as•26.0E 2500' Iz.i „I
AS SHOWN ON PLAT OF E. H. DONNER'S SUBDIVISION OF GOVERNMENT 28"PINE ,J.T Iz.e rz.e Iz.d Is.O ='"'w"°�•a I
LOT Z. SECTION 17, TOWNSHIP 2 SOUTH, RANGE 29 EAST, DUVAL n - ' ' "`"" ' ' ' ' "- - ~• - �" "� - ' -AIT•C v I%Is0 H
COUNTY. FLORIDA. AS RECORDED IN PLAT BOOK 8, PAGE 4. OF THE ' �""' 21T
C rABULl51TION w
CURRENT PUBLIC RECORDS OF SD OUVµ COUNTY. II � �^ 10"CALLOW I TOTAL SITE AREA: 104,655 S.F. (2.40 AC.) I I II
/VES EXISTING ZONING: PUD = I
p I I I ISOPROPOSED ZONING: CCG-1
I I I I I o
0' PRIVATE O SETBACKS: 7.5' SIDE YARD I9
76 Pi E' O
G 'EASEMENT \ U VE 0 c DG 1 I q o 20' FRONT k REAR YARD I LIJ
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ta.a•0 BcoNuaelE DRAINAGE EASEMENT
"•e6 rZ HEADWALL
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Ai '7 "�4w L.. I •Ia.O
LOCATION MAP
D°=Iq"°d Released For Construction WAT T Connelly & Wicker Inc.
BTP°"" BTP B7 Consulting Engineers
FRANCIS COVE THREE °101'44
T,,.Dp 91.w r,n.r1,.4 Cm 117 A 06,wtic 1711 South 5th Street PREPARED FOR PRELIMINARY SITE PLAN �aB
cat _,I..r....., .....w m.n.1... JackeOnvllls Beach, FIOFida 32250 - 1. - 4Vo.C. W1.R a Am u k w.4« ."r mw wooct 04d (904) 249-7995 Fax; (904) 241-1126 BEACHES HABITAT
C.A. No.: 3650 0. Dau R4ro°n By t2W6 ESQ T.P2, Dot MARCH 2003 Sn.r1 _ _01 _
1
MAP OF SURVEY"":
IY c�a::..• a.pf
THE NORTH 1/2 OF LOT 13 TOGETHER WITH LOT 12, EXCEPT THE NORTH 145 FEET OF THE alTE TABI!_L ATf ON
EAST 145 FEET THEREOF AND ALSO EXCEPT THE WEST 50 FEET OF THE EAST 195 FEET OF r xn•L•a.s
TOTAL SITE AREA: 104,655 S.F. (2,40 AC.)
THE NORTH 100 FEET THEREOF, ALL AS SHOWN ON PLAT OF E. H. DONNER'S SUBDIVISION
OF GOVERNMENT LOT 2, SECTION I7, TOWNSHIP 2 SOUTH, RANGE Z9 EAST. DUVAL COUNTY, EXISTING ZONING: PUO �7
FLORIDA, AS RECORDED IN PLAT BOOK 8, PAGE 4, OF THE CURRENT PUBLIC RECORDS OF I N
PROPOSED ZONING: CCG-t
SAID DUVAL COUNTY,
SETBACKS: 7.5' SIDE YARD I i
20' FRONT & REAR YARD
G11.GIAL RECORDS VOLUME 5957 PAGE 1055
IMPERVIOUS AREA: 1.06 AC
�'ZF rt POND AREA: 0-27 Ac I }It N ti
IF ►� � I
rx.+[StaxA4[ 245.13.FIELP 1 I A
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MAP as _ ta-PAIy
roes-gnrd Released For Construction Project No.: Drawing Connelly & Wicker In C' FRANCIS COVE THREE 0101_4.4
BTS By Consulting Engineers
Check.edtnr u••:,4 r ar.avatr a c—eI.y t.,.+.l- 1711 South 5th Street PREPARED FOR PRELIMINARY SITE PLAN tea„
CEJ( ..4» w..r..•..f...I.." -ol... Jacksonville Beach, Florida 32250 1" - 40'
O.C. wt•n -1w w.r -•f•M-r.icl.w (904) 249-7995 Fa)c (904) 241•-1128 BEACHES HABITAT
- BEJC is w n.r•r,x.,.4.,r.w„I. C.A. No.: 3650 PoC►w�G 40 P Dote :
o. ogle Rexisian 6r P 1m Jan- 2003 Sheat 01 __
- -- _ _ - _- 1 -----
GEL!ERAL NOTES:
I
1. IT SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE
AND AVOID ALL UTiUTiES. STRUCTURES AND OBSTRUCTIONS BOTH ABOVE
AND BELOW GROUND SURFACE. HAND EXCAVATION SHALL BE REQUIRED s
NEAR EXISTING DUCT BANKS. ALL DAMAGES RESULTING FROM THE 1- .7 l ,
CONTRACTOR'S FAILURE TO COMPLY WITH THIS REQUIREMENT SHALL BE
REPAIRED AT THE CONTRACTOR'S EXPENSE.
30 15 0 30 60 90
2. THE LOCATION OF ALL UTILITIES, BUILDINGS, STRUCTURES AND OTHER
0
OBSTRUCTIONS SHOWN ON THE DRAWINGS ARE BASED ON THE BEST
READILY AVAILABLE INFORMATION. THE LOCATIONS ARE APPROXIMATE; �[ � ) i i
HOWEVER, AND IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO
THOROUGHLY FAMILARIZE HIMSELF WITH THE SITE PRIOR TO SCALE IN FEET p
CONSTRUCTION.
3. ALL WORK AND MATERIALS SHALL BE iN COMPLETE ACCORDANCE WITH �
r
ALL RELATED SECTIONS OF THE CITY OF ATLANTIC BEACH STANDARDS ��' ��/ j () o (�
AND SPECIFICATIONS. Y� "
4. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED. ALL AREAS {
WHERE SOD HAS BEEN DISTURBED OR REMOVED SHALL BE RESODOED TO
THE SATISFACTION OF THE OWNER. ALL DISTURBED SHRUBBERY, FENCES
SIDEWALKS, PAVEMENT OR OTHER OBSTRUCTIONS TO CONSTRUCTION SHALL
BE REPLACED TO THE SATISFACTION OF THE OWNER.
5. ALL WORK SHALL BE PERFORMED IN A SAFE MANNER. ALL SAFETY RULES
MD GUIDELINES OF OSHA SHALL BE FOLLOWED. THE CONTRACTOR SHALL
BE WHOLLY RESPONSIBLE FOR ANY INJURIES OF HS EMPLOYEES AND ANY
DAMAGE TO PRNATE PROPERTY OR PERSONS RESULTING FROM THIS 408,
6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VISITING THE JOB SITE, CONNECT To FxlsTl
RQ
PRIOR TO PREPARING H15 BID, FOR THE PURPOSE OF FAMILIARIZING A MANHOLEw •~
HIMSELF WITH THE NATURE AND EXTENT OF THE WORK AND LOCAL TOP ELEV.=13.3+/-
CONDITIONS, EITHER SURFACE OR SUBSURFACE, WHICH MAY EFFECT THE INV. ELEV.-B.20+/-
WORK TO BE PERFORMED AND THE EQUIPMENT, LABOR AND MATERIAL
REQUIRED, FAILURE TO DO SO WILL NOT RELIEVE THE CONTRACTOR OF
COMPLETE PERFORMANCE UNDER THIS CONTRACT.
�..rlJ ..L.t.� ^ . IfJ t'1 Clf,l ^'�..'.•i, ._.. .. d ` 'i r I '
7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL NECESSARY ' v rt r.[i.` t.!,, d ,;vva 46
PERMITS AND iNSURANCE REQUIRED FOR THE PROJECT.
3. THE CONAS SHALL BE RESPONSIBLE FOR REMOVAL/DISPOSAL OFALL F R A N C I S A V E N U E
UNSUITABLE MATERIAL INCLUDING BUT NOT LIMITED TO DEBRIS SUCH S � I
BROKEN CONCRETE/ASPhALT, ROOTS, TREES, MUCK, ETC. FROM HIS % (40.0 FOOT RIGHT-OF-WAY !3Y ED SMITH SUBDIVISION PLAT BOOK 26 PAGE 50
OPERATION, AND FURNISHING AND COMPACTING SUITABLE REPLACEMENT
BACKFILL MATERAL. (15.0 FOOT RIGHT-OF-WAY BY E.H. DONNER'S SUBDIVISION PLAT BOOK 8 PAGE 4)
9. AHERE WATER MAINS ARE LAID UNDER DITCHES, CULVERIS OR OTHERr_' Z�
r'iPELINES OR OBSTRUCTIONS, WITHOUT FITTINGS, THE MAXIMUM
DEFLECTION OF ANY JOINT SHALL NOT EXCEED 75% OF THE MAXIM14M ' k ,T. -> .
DEFECION RECOMMENDED BY THE MANUFACTURER OF THE PIPE t i y .�} (� .rl a w � (;3.; ) '13 r t) i'.3.;-) a 2 `')
FURNISHED.
1
T
x 'I
n -..._._._. •-"_.__._..___.._. .. _.. _•-r-. ;_. _ �.:�._�. ., -... r'a'w'. __ w�"t �-_ '�=_, _ -... .- '�- ,�..+.�yf°t� .� _..__.._.
v . . . � . . .. C• xr u �--T-+7. 1.i.:.0 ~� --f-r�-,7r" t't7
10. CLASS B, TYPE I BEDDING SHALL BE USED FOR THIS PROJECT UNLESS
• Y
INDICATED OTHERWISE ON THE DRAWINGS OR DIRECTED BY THE UTILITY. i ,,'+T `_i.�. r.f.:: -, t r•w t " _ �'. � q
O REPAIR P XI TING WATER IN i ITH
11. THE PROPERTY OWNER !S RESPONSIBLE FOR INDICATING THE CORRECT (STING X X2T P i �. .!'
PROPERTY LINES.
0 o LOT 5 LOT 4 =o�� i~: ,z ;� ...�..
12. TWO DAYS NOTIFICATION IS REQUIRED BEFORE ANY LINES, WATER OR V) Z
SEWER, ARE TIED INTO ANY EXISTING LINES. Y 4 '
15` UTILITY EASEMENT EXISTING WTER/SEWER SERVICES TO LOS 1,2 AND 3 FjQ
wx
I111w -d 13. SHOP DRAWINGS ARE REQUIRED AND SHALL BE SUBMITTED TO THE TO BE LOCATED BY CITY OF ATLANTIC BEACH o
ENGINEER PRIOR TO CONSTRUCTION OF THE IMPROVEMENTS, THESE (13 7) <
DRAWINGS MUST BE APPROVED IN WRITING BY THE ENGINEER. ,1
w (, y LOT 3 LOT 2 LOT 1
14. ALL EXCAVATION AND FILLING SHALL BE DONE IN A MANNER TO a O ►-
MINIM!ZE WATER TURBIDITY AND POLLUTION, THE CONTRACTOR SHALL BE ¢ INSTALL 20OLF Er PVC NEW 2" MATER MAIN
RESPONSIBLE FOR THE PREVENTION, CONTROL AND ABATEMENT OF SO1 Q- ~J z
EROSION AND SEDIMENTATION CONTROL IN ACCORDANCE WITH ST. JOHNS oO - =0. • i ; w
RIVER WATER MANAGEMENT DISTRICT RECOMMENDED BEST MANAGEMENT � ?
PRACTICES, 0 T_ 0
LOT 7 LOT 6
O , 0
m 10 MIN. SEPARATIONLi
z a- NEW SEWER SERVICE
cn �-
TYPICAL
5 � _ L
LOT 9 LOT 8 o Boom
DOUBLE WATER SERV( `y
_ �
cn � TYPICAL rY
w sft
0 o TYPE "A" MANHOLEM z 0
o TOP ELEV.a13.7+/- 2 FLUSHING VALVE PART OF THE SOUTH 1/2 OF TRACT G o r
INV. ELEV.-9.00+/-- & HYDRANT
w' 'I LOT 11 LOT 10 ��rrr
00 z 1
22 9) " EXTENSION TO EXISTING ME TO BE 0
PERFORMED B CITY O AT TIBEACH
F- 4 3 �1�{ 4) (1•3.,J) ('1.71 Iz LL
,1 a
t
I
!,.I 3� , ,'�' _ RICHARDSON LANE j . :, �T
; cn
2 ?,)I r
10.0 FOOT ALLEY BY DONNER'S REPLAT PLAT BOOK 19 PAGES 16 AND 16A
MANHOLE FRAME COVER
FINISHED GRAOE-• �_ v
GROUT�� �"`� "•
J
T ��� 'TABLE 2" GATE VALVE r
BRICK FEMALE ENDS AND STANDARD
» -ADJUSTMENT PIPE THREADS r�* -d Y
(GLADE MM) CITY STANDARD METER i30X -- 2" PI PE P!UG p
2' 8' 1P NGMItiAL
+• v .' :8' 11AX, FOR 1" METER WITH CAST
IRON COVER
o
►TAX SIDEWALK FINISHED GRADE �'t/2' 01N.
t -�-�-- DETER pox � covF� �~"� 6�
T Nc,IE - p VARIES _ u'^- • P PAVEMENT CURB
�` ,� �, 1N
qq � 4L1
RE1NARCING. \ v • V. 1, • » �p
'a' RING JOINT TCP OF PA'VENENT CURB & GUTTER A413, GROUND �' ` � �
POR AFPRO
REMOLDEDED I I � 1 � SURFACE !i 4 � 5 � CURB STOP CONNECTION TOBE1 �i w
SEALERPLASTICWI�HNT a ,_ . ° _`� '. - • ` 2.. \ I�p METER MADE BY PLUMBER
PROTECTI 5• o 4 0 PIA + 5» I 4 " , M GALVANIZEDWRAPPER + BEC NO. 167 LENGTFT.HS WIDTrI GF PIPE °T Q ° c ° rti'ATER IRVICE 11NE �._„ UNDISTURBED W
�88 tt MM ,q
NN-SHRINK; OR THOROSET + AS REQ'D d 'dAX = ��. 33' + TI�ENCN TO BE DETERMINED INFIELD g o o ° �, , , loll
(RN) GROUT �-- v ° ° ° ° ° o � ? v c° - 22,5 SET METER ON I;NDISTUnEaED OR COMPACTED SOI-L-)
I. D. EWER MIN 3(� MAX45
PIPE SHALL NOT o I o 0 o y
BE 1N CONSTRUC110N I ° p ° o °r 15 0 - 2" CLOSE �C
JO:NT OF AK SLOPE 1/2'/iT, , I ° a ° CRUShED ROCK, NIPPLE �� ~�
o n. �
TVP r _ I o a o I 9 0
+ o OR GRAVEL --DISTRIBUTION VAIN rte` w
v
CLASS C ON I - ° o BE�OW BOX
CONCRETE AND/OR » r "' r " o ._�' _c�O o a o o r ,, T
„• . d - v. .- BRICK RUBBLE 6 PIFs I” ;I�T IN SLOPE 1/4 PER FOOT ' EI L, ° ° METER TO BE LOCATED IN THE STREET RIGHT-OF-WAY, NINE FEET '"" ry
+ y;�. . + . . V, , + AND MORTAR LI-Iu OUTSIDE OF THE PROPERTY LINE AND FOUR FEET INSIDE OF THE
° pp� w1 p 300 BEND =� lllli— PROLONGATION OF ONE OF THE SIDE PROPERTY LINES.
+' LEYELyC d
6" �o + + .d 6" couR1 cLAss �' SHORT RADIUS EXIST. HOUSE CONN.
c» coNGRETE SEE DETAIL (TO BE LOCATED
Y PRIOR TO INSTALL, TEE BRANCH ----TEE OR TAPPED
'�LND 1 sr�RBE� SOIL
OR NYE) COUPLING TO BE USED IN AREAS
M1% BEARING CAP-
SECT ION VIEW ACITY: 2000 LB/S4 FT, NOT SUBJECT TO FLOODING.
f NOTE; WATER MAIN � . , ✓ r
1. PRECAST MANHOLE SECTIONS TO BE MFRD. IN ACCORDANCE WITH LATEST EDITIONS �: T IFS•• JOB Na.
OF ASTM C478 WITH 4000 L8. CONCRETE, TYPE I1 CEMENT, 95.055�. 2. THE INTERIOR AND EXTERIOR OF MANHOLE SHALL BE GIVEN TWO COATS OF J J 5.Q 5 5
FARBERTITE BITUMINOUS WATERPROOFING MATERIAL, 'J G ��0
DO NOT COAT JOINT OR PIPE OPENING SURFACES r,%r F !1 SHEET
TYPE A MANHOLESEWER LATERAL FLUSHING VALVE WATER METER INS rALLA I I0
OF Jr