1700 Selva Marina Dr 2014 site dev plan N
VELO
, ,ITE DE PMENTPLANS W—F E
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1 0, "LVA. MARINA DRIVE
1 0 SE VICINITY MAP
Vi 'LANTIC BEACH, FLORIDA
SHEETINDEX
O<g
SHEET NO. DESCRIPTION 04
1 COVER SHEET w api
8--
2 EXIS-17ING CONDITIONS AND DEMOLITION PLAN
85
3 GEOMETRY AND UTILITY PLAN
4 PAVING AND DRAINAGE PLAN C,
PRE]"ARED FOR:
5 CONSTRUC-17ION DETAILS
-W% A 6 GENERAL NOTES
CD —
16
A " S INC.
KPC NEXAL (-..UIN I lK U I UK
248 l-.EVY ROAD
TLANTIC BF1,ACH, FLORIDA 32233
m U vi
SHEET
GA A BEY,
I Al io 11 RE G.N '56819
Alk—Mll Shipid�\nnritmpnt�\1-nr�winn�XACF f—\ACU4n()rc r 9 Or rd cllF;l2nl4 6.4q.7 Pm
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IL
PARTY CHIEF: JRR
LEGEND
COMPUTED BY: DTS MAP SHOWING A BOUNDARY AND TREE SURVEY OF
CADD TECH: DTS
CADD FILE: 10314.DWG WELL THE NORTH 150 FEET OF THE SOUTH 175 FEET OF LOT 4, BLOCK 9, SELVA MARINA UNIT NO. 5, AS RECORDED IN
P.C. POINT OF CURVATURE PLAT BOOK 30, PAGES 29 & 29A OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA.
DC FILE NO.: 10314JRR A ORB OFFICIAL RECORDS BOOK
F.B.: N/A PC.: N/A RE REAL ESTATE DATE: 2/17/2014 R E. HOLLAND & ASSOCIATES, INC.
WORK ORDER NO.: 207-14
IPF IRON PIPE FOUND 9770 BAYMEADOWS ROAD, SUITE 105 PH# (904)260-6300 (3
I IRF IRON ROD FOUND PROJECT NUMBER: 10314 JACKSONVILLE, FLORIDA 32256 FAX (904)646-3272 L
E.O.W. EDGE OF WATER SHEET 1 OF 1
FLORIDA CERTIFICATE OF AUTHORIZATION NO. LD 6755
misc MISCELLANEOUS DRAWING NO.: C-10314 TREE & BDY
ID IDENTIFICATION
I C-) :zc- SURVEYORS NOTES: M
R/W RIGHT OF WAY C3 NO mmumm FA
r(UND Q
1.P. IRON PIPE Q- 1. THE DESCRIPTION AS SHOWN HEREON WAS SUPPLIED BY
CENTERLINE CLIENT. :z
(A PORTION OF L07 4) IL t C)
�TREE BARFJCADE(TYR) -g 1 2. ALL OF THE IMPROVEMENTS AS SHOWN HEREON WERE
I C" LOCATED BY THIS SURVEY.
SILT FENCE oil 3. ALL BUILDING TIES ARE PERPENDICULAR TO THE PROPERTY
C14 LINES, UNLESS INDICATED OTHERWISE. C
3/4-W 28 .6
5 4'
NO ID 3/4!'IPF 4. UNLESS OTHERWSE NOTED, RECORD AND MEASURED LLJ
N78'03'10"E (212.83-I.P.TO w.) ID C.D
DIMENSIONS AGREE.
CID
(84) 13)'70c 5. OWNERSHIP OF FENCES, IF ANY, UNDETERMINED: FENCE TIES g-c UL
ARE TO THE FACE OF THE FENCING.
1�Pft (6.if X 4'WIM X 5�21'SWIH
6. THIS IS A SURFACE LOCATION SURVEY ONLY, UNDERGROUND
02F(IA,
UTILITIES, IF ANY, NOT DETERMINED.
ww. LL-
7. THIS IS A COPYRIGHTED DOCUMENT; NO PORTION OF IT MAY -j
BE REPRODUCED, WHOLLY OR IN PART, WITHOUT THE (n in
Ed LLj
EXPRESSED WRITTEN PERMISSION OF R.E. HOLLAND &
I 'PAW ASSOCIATES, INC.
C:) CL
C)
8. THE STREET ADDRESS, IF SHOWN, IS AS FIELD POSTED ON
a_
�,Z DATE OF SURVEY.
Nt
9. THE SUBJECT PROPERTY IS LOCATED IN FLOOD ZONE, :X—
X, .:, ': ...
X-SHADED, AE (EL 6)" , COMMUNITY NUMBER 120075
14
LO PANEL NO. 0407 H. R9 H , DATED JUNE 3, 2013 BY
GRAPHIC SCALE; SAID FLOOD ZONE IS NOT WARRANTED BY
z WPAI," Ld THE UNDERSIGNED UNLESS, THIS SURVEY IS ISSUED IN
CONJUNCTION WITH A SIGNED AND SEALED FLOOD ZONE
'b a-- S:
)-nNG TREE TO ELEVATION CERTIFICATE FROM THIS FIRM.
fS-I,.�,I
BlEi NOVED(TYP.)
2) ci 10 THE FIELD WORK OF THIS SURVEY WAS COMPLETED ON
co
LO
z: to
F4
02/13/2014.
11. THIS SURVEY MAP DOES NOT REFLECT OR DETERMINE tn
A PORTION OF LOT
L'i 4 6) (4 q5) OWNERSHIP. <
(7j) (a.5) 6
2-a
12. THIS SURVEY IS NOT VALID WITHOUT THE SIGNATURE AND
fag LLJ 'c wq
4 C�C-4
THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR
AND MAPPER.
V)
L�j AT21PALm —0 g 6
13. THE RELATIVE LINEAR DISTANCE ACCURACY FOR THIS
SURVEY EXCEEDS 1:10,000.
im
/K,
Z
14. ALL MEASUREMENTS ARE IN U.S. STANDARD FEET AND La
0-4. CD
ci__
WERE MADE WTH A THEODOLITE AND ELECTRONIC DISTANCE
d
MEASURING DEVICE AND/OR STEEL TAPE.
15. THE PROPERTY DESCRIBED HEREON CONTAINS 43,769.17 < E3 P F=
*PAL,
SQUARE FEET OR 1.00 ACRES, MORE OR LESS.
><
OVED(TYP.) 16. REFERENCE BEARING IS MONUMENTED WESTERLY R/W LINE 0
6AJ '56'50" E
OF SELVA MARINA DRIVE (100' R/W) BEARING S 11
17. THIS SURVEY IS CERTIFIED ONLY TO THE NAMED PARTIES
EMSTING DISEASED TREE M (6,6)
BE FU
ia
7Afu LLj HEREON AND MAY NOT BE TRANSFERRED TO ANY THIRD
ci__
9-. PARTIES OR SUCCESSORS IN TITLE, AND SAID SURVEY IS
I M LO
FURTHER CERTIFIED AS BEING CORRECT AS OF THE LAST DATE
OF FIELD SURVEY.
CD
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I'm I�11T
A,
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4(79)
49 F 11PA 0
7.
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FENCE 0) - Q 82)8BC
f2� F S78*0 w 10
D 297.95'
LO
soum�m W LOT 4 C14
LOT 4
d
�11 u
LOT 3
u
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NOW OR rmm:y LANDS(1400 By: SHEET
!M%BARRY A.
RE#172002-M
ORB T143,FACE 2003
30 0 15 30
LOT 3 GARY A.ABBEY,P.E.
SCALE IN FEET REG.NO,56819
1n,\ACr-1400rC.NinR-\1, no,51 1 rllrl9nl4 r.4q.?F Pm
ul) I"
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Lo
W OR FORkERLY LANDS ED BY.
172COI-0000 m (n
M 7��3.PAGE 221� m 0 2
C-) <
NO MONUMENTAITON
FOUND
(A TERMER OF LOT 4) F
5
-cp 6
cX1 n
ci M
10 04 u
3/4'IPF 285.64' SITE DATA SUMMARY-
NO X) N78'03'10"E (21m,I.P.TO LP.) m
10
To REQUIBM PROPOSED
C:,
1. MINIMUM YARD REQUIREMENTS- -
v 5v 52.13' !;c
Aw 5,A SOU FH FRONT.
SIDE. 5!(MIN.15'COMBIN I6.73±N,34.6'tS cn
12.11 FEW T
14'PAI 123.f4' LLJ
tj"00 uJ
WELL ' 1 2- MINIMUM LOT WDTH: 50' !�
11-PAW R In
L IN-LAW m 9 (AT BIJILDW UNE) �ue
f,", SUITE MINIMUM LOT DVTH: 2ft64'N.297.9VS
12)"Tuv m
m A�INC 4. MWIMLIM LOT AREA. 4;17 SF
5. Ak IMPERVIOUS SURFACE& 8X
TERRACE 6. IN.FLOOR AREA 5,302 SF
LLJ Lj
t
OUTDOOR
GARAGE 2 V)
I I I i 1 1 1 52 12' 23. < Lo,
7wu I CHEN Fff–E=-8571
OTCHEN
101PAL"
z Cl Mij
'rPA!k % CD w
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POOL(960 SF) 1R
12
.�,;j�' go cs
RM=&20 1700 L A
9E R
6V 2 STOW SE�IIDNEANDC
A PORTION OF LOT 4
14e� 14S
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161 FE=9.4 J to
LLJ
N, I I:��
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6 11
r,59
'PAW
GARAGE I
03
o
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U u-,
Lo A/C
7.5 . — . . — ffi
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W/UENGI cn
1"ElICC-7.5 CD
IP =
lip L;j
To 4�1 /0,2 11"PALM 3/4 a
A. NO ID
IY2- S78 (2mv I.P.70 P') (L
C,
.037v;
297.95'
-C:)
q
u') rn
OX 'WTLI OF LOT t W <
LOT 4
LOT 3
NOTY OR FORMERLY L�=OWNED BY.,
SMA BREW A. 0
IRE#1720012-0000 u
ORB 7743,PACE 2003
V')
SHEET
30 0 15 30
GAItY A.ABBEY,P.E.
SCALE IN FEET REG.NO.56819
Al k\Rill 1.hAl,\n-.--�\j-n-i-,NACr 1-\ACF-14W)�,C-F�R-\140f)�,Ci0 9014-06-1 Ed- 611 Annu 6,4q,2F;pM
L�1, IL!,i IL IL I
Lci r- DRAINAGE NOTES:
r- 0) w 1. VERIFY ALL FLOOR ELEVATIONS AND STEPS NTH ARCHITECTURAL
n Lo
PLANS PRIOR TO PREPARATION OF THE SLAB. THE
NOW OR FORMEMY LANDS 0,�NED B'H U-) ARCHITECTURAL PLANS SHALL GOVERN IF DIFFERENCES ARE
URAJOING,ROBORT I N
NOTED.
kro sno0q.-com of V)
ORB 7,544,PAGE 221 ;m C) Z) Z ON-SITE STORAGE IS REQUIRED. THEREFORE A POST
-L- in CONSTRUCTION TOPOGRAPHIC SURVEY DOCUMENTING PROPER z
L) < NO MONUIME-4TATION CONSTRUCTION WILL BE REQUIRED. c3
0- FOUND 3. A PJGHT-OF-WAY PERMIT MUST BE OBTAINED FOR DRIVEWAY IF
T' PAVERS ARE TO BE USED.
(A PORMN OF LOT 4) 4. A REVOCABLE ENCROACHMENT PERMIT MUST BE OBTAINED IF e cn 911
�4 LS
E BARRICADE(TYPJ PAVERS ARE USED. 44
C� 5. POOL- WELLPOINT(IF USED)MUST DISCHARGE INTO VEGETATED
�TRSILT FENCE (TYP) M 1 AREA 10' MINIMUM FROM STREET OR DRAINAGE FEA11JRE(SWALE
J/r IPF C14
HIS IS N78*03'1 O"E 285.64' Ile PF STRUCTURE OR LAGOON).
(212a I.P.To T.P.) 6. ALL CONCRETE DRIVEWAY APRONS MUST BE 5'THICK, 4 000 PS1. 0
NO ID x L)
WITH FIBERMESH FROM THE EDGE OF PAVEMENT TO THE'
&oc PROPERTY LINE. REINFORCING RODS OR MESH AREA NOT
con
x 4'WOOD FEMa x TH ALLOWED IN THE RIGHT-OF-WAY.
7. FULL RIGHT-OF-WAY RESTORATION, INCLUDING SOD, IS LLJ LLJ
26
)<(7, REQUIRED.
in
o� 8. ROLL OFF CONTAINER COMPANY MUST BE ON CITY APPROVED
NER CANNOT BE PLACED ON CITY
4 g su-
I W rF7781 RIGHT-OF-WAY. (APPROVED: ADVANCED DISPOSAL. REALCO,
NO ENCROACjMi SHAPPELLE'S AND WASTE MANAGEMENT.)
OF FILL PAST A A S. FULL EROSION CONTROL MEASURES MUST BE INSTALLED AND
-FROVED PRIOR TO BEGINNING MY EARTH DISTURBING
ZONE LINE :5
ACTIVITIES. CONTACT PUBLIC WORKS (247-51134) FOR EROSION al lu:jl
N1
OF
15 RAU, CE F9-0-71/ AND SEDIMENT CONTROL INSPECTION PRIOR TO START OF V� 9�
3
ou CONSTRUCTION. CD CL
1110
KITCHEN,,^ 10. RECOMMEND OWNER/CONTRACTOR MEET WITH PUBLIC WORKS LLJ
al 9 8.4 DIRECTOR TO DISCUSS PROPOSED CONSTRUCTION. CALL Ee
�Ifl/HK I R* — 8,57 EL
00 247-5834 TO SCHEDULE AN APPOINTMENT.
--Ltj
.30
rylq IF 830
NO'MEE TO .8 Cill Sz.
e 12. Sol,
C)
BE OVED (TYP.)
<
Q Ow C)
1:i SITE AREA SUMMARY:
...I I I......
TOTAL SITE: 43,769 SIF
A PORRON OF LOt4IIII <
POOL(960 SO (7.6), < (78,5)1 ::�E 9i EXISTING PERCENT IMPERVIOUS: 19.1%
1700$ELVA R�aA �; :191-- 1
771 �R < c;
�v 2 ST( IDENCE PROPOSED IMPERVIOUS AREA:
_j to
& 6V v 71 1 IFE-M940 BUILDINGS: 5,302 SF go
Lj �3
PAVEMENTS AND SIDEWALKS:
5,114 SF
Il"66491""IRW�',��l"W i 0�lll,
TOTAL: 10,416 SIF
7.80
8.30
PROPOSED PERCENT IMPERVIOUS:
Zt
10,416 SF 43,769 SF 23.8%
g
RETENTION BASIN CALCULATIONS:
E)aSTING DISEASED TREE TO �IPALR
BE (6.6) z F=
REMOVED(TYP.) -"J — <
VOLUME REQUIRED:
Jaz ;ZL�s
1,lo Ly V =CA(R112)
POST
Lo
A/C
- — - - — --Q,— - — - - — - - (0.38)(43,769 SF)(9.3'/12) 12,890 CF
-ICA V =CA(R1112)
A PRE
64 0 20 10
i . . . . . .&5 (0.35)(43,769 SF)(9.3112) 11,872 CF CD
A SCIR
W/mim C)
TOTAL VOLUME REQUIRED: 1,018 CF
Vo 1 15
IWO X SOUTH 9) 'PAUL 3/4'IP VOLUME PROVIDED:
r I 7A.
a_
7 9) 6,7) ELEV.7.5 1,814 SF (D
297.95' ELEV.6.5 313 SF 1,064 CF C14
NOTE POOL DECK AND c�
I IF PENCE S78'031 -W (2M61-I.P�10 LIL)
CD
POOL DRAINAGE TO BE Lrs
.4� SOUTH OF LOT 4 DESIGNED BY POOL C14 TOTAL VOLUME PROVIDED: 1,064 CF b
COMPANY AND PERMITTED LOT 4
SEPARATELY AS REQUIRED.
LOT J
NOW OR FORMMY LANDS OTITIED BY. 0
SHARI BARRY A, z u
REJ 1720OZ-00W = <
ORB 774j,PACE 200 u
vv U
SHEET
30 0 15 30
GARY A.ABBEY,P.E.
SCALE IN FEET REG.NO.568t9
Alkp\11ill rhipici�%F)nciimpnt�\1-n-.i�.,\ACF fnrrF-140f)r�C.lrfi�R\14f)01 CM1 9014-0111 F;llennu C-4q-27 PM
OPTIONAL POST POSITIONS
7'
PRINCIPLE POST POSITION DROP
COUNTER 20'TOWARD I
CEMENT
CONCIIETE.300D PSI
64 1-- FILTER FARRIC
�'7
_MT FLOW SILT FLOW (3
U- M
\—If STABM
5
SUBBASE LOR 40 125
18" CURB AND GUTTER DETAIL M
CONCRETE PAVEMENT SECTION POST(2a X 4"OR
2 1/2'MIN.OIA.
NOT TO SCALE
NOT TO SCALE WOOD-STEEL 1.33 S'MAX
LOS/IFT.MIN)
2f OMVACMID
CCWACTED BACKPILL
+
yaw Bit
BACKIFILL ILLJ LLJ
S*rnNO SHErnNO
Case Z E..4
C.Id Mix L)
0 0 FILTER FABRIC(IN CON, 1 4 MIN.
lu.—ck B`a�se CONFORMANCE WITH -TED
'AC
1�1 .11 0 0 1 0 SEC.985 FDOT SPEC) SHAPED BOTTION GRANULAR E--1
0 SUITABLIE UNIONIST- 0
7777777'7777o/�,. -- . ,,/"�-/\ ,Nx UlI Zj L WIN, MA70M
>/ / SOL U- con
TYPE III SILT FENCE DETAIL
�.l C.-.--0 T-I 10
61 Lh................ HALF SEMM HALF SECTION LLI z
SHEETED TRENCH SHEEIED MEMM RM10I& LLJ
Tempo'rary Type I Repair NOT 70 SCALE TYPE IT C
--J� L)
VC.— UNE COMPAICIIED GRANUALAR OMCM C) LLI
M. Ce
C.Id MLx WATER MAN UNE
SM VARIES ROADWAY TO"Uff VAM �W/Mvwm CLASS 'B'BEDDING DETAfL
12M SM AND JACK UNDER 31 51116c'moll AV
Urn.—I,Base Q 0 PAVED ROADWAY AND CURB 1-1/2'.3/4'RED, SUALWS NOT TO SCALE
0 as 11P. SICK 40 PVC
ROADWAY WIDTH VARIES
SERVICE PIPING
r DATE VALVE PROPERTY --T
98%Cornp.AASHTO T-1 BG I r TV. III TvP
WATER SERVICE UNE
Temporary Type I I Repair /I.40 PVC ro-ix REG, DOUBLE STIRAP 8111
MAX SERVICE PIPING r TEE,SCH.40 SERVICE SADDLE
Ditch Width(W)+4'Min- �vctvm TES.TAPPING 10
V
Ir MAX
Surface Replwamen SLEEVE OR TAPPED I-Iff SMO JOINIS
-.0
a,—
C.ne.t.nt WIEiat. COUPLING.sm FOR MAN SOF SON.40 1 smm III WATER MAIN
McCaw OMFLNK
S—th s—Cut TWO EACH MTM AT RA LINE C4
'cn,
Surface Z—�
T �j
LimemckBase 00 T 0
PLAN MEW DOUBLE DOMESTIC SERVICE
Lime—k Repl= Ce C4
LBR 75,1001 Max Da'ay ISM
AASHTOT-180 Ciiiii In(W) 1.FOR WATER SERVICE TO OTHER=W.USE U&M WMM AND MATERIAL&
I NO CONNECTION TO COSTWO POTABLE SYSTEM BULL K ALLOWED UNTI. CORPORATION STOP F91600 FORDV 114 Sg
OR APPROVED EQUAL,SZE
Cornpacted Backfill 9B% ALL NEW WATER LINES HAVE�IMTEI%OMMM AND CLEARED FOR USE. CONFORMING TO SERVICE LINE F=
Max.Density AASHTO T-180 3.F MEWALX IS BUILT AT NOff-M-VMY LINE,OW&L IMITER Son ARTY OUTSIDE 3 LL,
1 M�n. 12'Min. Fmw-cr-VAY UK 7000 tmm WATER SERVICE TAPPING DETAIL MLI 9
Varies. WATER SYSTEM TYPICAL DETAILS NOT TO SCALE P,
Permanent Repair <g
NOT TO SCALE U
lb�lk
Note:In Sons,Cases Portiand Cement Concrete May Be Considered 'C4
Or Required By City Engineer For Surface ReIlacernent. "LINE
PAVEMENT REPAIR DETAIL Edgg
somi-nsm ,,CD
CONC.COLLAR SLOPE CD
NOT TO SCALE WATER MAN Box III CLIL CM
..AM WATER !2 4-MB LARM EM
WA70 A TWISHED gADE
MEMLVWALLY a.
PASTRAMM r 0
jam
EARTH C"I
2��.. ---
NOTES
1. ME A 10 PDOT PARALLM SEPARATION CANNOT BE MAINTAINED WrKM A
WATER MAIN AM A SEWER MAN OR NMWASE WATER MAK THEN THE WATER
MAIN SHALL BE LAW IN A WMAIC 1FENCH OR ON AN UNOWL�EARTH —r RVA 4W EL.
OW AT LEM 15 INCHES ABOVE THE TOP OF THE SEWER MAIN OR MOMPOTABLE STANDARD
WATER MAIN. *9�OR MONFWAIRE WATER MAN MULL WE DUCTILE AM PVC some
UNTIL THE PROPER SEPARATION DISTANCE W AT LEAST 10 FELT 5 OOTMM WVL OW WNW TO OW.smu wm
Z *ME A 10 INCH ARATION DISTANCE CANNOT K MAINTAINED 4r
Wrll A 1111MIMACiWASEWM MAN OR MONPOTA8U WATER MAIN THEN 0MRIMIXIA"
THE WATER MAIN SHALL PAW OVIR THE SEM wm OR NONIPWABLE WATER MAIN F NONE DO"
WTH A MNMAI MIFTICAL.CLEARANCE OF 4 OCHEL THE SEWER OR III Pvc
MOMMAKE WATER MAN SHALL K 20 FEET OP DUCTISE IRCH PIPE CDnOW
ON THE POINT Of CRO�AM THE WATER MAIN SHALL.BE 20 FEET OF '*-�LNMSRMED SOL
SEWER SEPARATION DETAIL CLEANOUT DETAIL z
NOT TO SCALE
NOT TO SCAIX
pq
0 U
r:� U Ch
SHEET
5
GARY A.ABBEY,P.E.
REG.NO.568t9
Aik—\Rill chipici�\r)nrtimpnt�\1-Drnwinn�\ACF jfjAr-r-14D0r C-lin R—\140f)l Ci0 2014-CIR-16,4vu.(;Ilrl?nlA 6-4q-?A PM
GENERAL NOTES: GENERAL NOTES FOR WATER AND SEWER INSTALLATION: 20. ALL INSPECTIONS NO TESTING SHALL BE COMK10 VIEN THE CITY. STORMWATER POLUITION PREVENTION PLAN (SWPPP):
1. ALL WORK AM MATERIALS SHALL BE IN COMI'LETE ACCORDANCE WTH ALL MAIM SEC71IONS 1. THE CONTRACTOR SHALL BE RESPONSIBLE FM OETERMIIIING TIE EKACT LOCATION(F ALL UWJTIES AM FOR 21. TIE CWRWM SHALL SECURE ALL NECESSARY PERMITS TO WORK IN DOM RIGHTS-T-WAY I. THESE PLANS INDICATE THE MINIMUM EROSION&SEDIMENT CONTRM MEASUIRES REQUIRED FOR
OF CRY OF ATLANTIC KAM STANDARDS.QATEST REVISIOMI AND ALL CURRENT CITY STANDARD DAMAGE TO WTING UTILITIES CUM BY HIS CRERAXK CALL UMfrf CONTACTS AM SUNSIM STAN M MW FM AWOM&WOW70 ON SEGMENT AM ERICSON CONTROL FOR
DETAILS THE WORK SHALL AM BE PERIYAWEQ,MD TESTED IN ACCORDANCE WITH THE CNE-CALL.SERNIM800,4M-IrM)48 HOURS IN ADVANCE OF WORK. 22. ALL OWURBED AREAS SHALL BE AM KIM.Clll'w�AS DIRECI NO AT A MIMIMUIM M'RE RONDA DEVELORIENT MAXK-A GUIDE 70 SOUNID LAND NO WA10 MMAMW
SET FORTH IN THE MOTEOW^INVESTIGATION RPM PROVICED BY Z THE CONTRACTOR SHALL VISIT THE JOB SITE PRIOR TO OWN TO FMILIARIZE HIMSEIF WITH JOB SITE RESTORED TO PRECORSTRUCTION CONDITION. FROM 1HE STAN OF amu cumniENT OF ENVIROMMITAL PMECTION(F.D.EP.)
OWNER,F MORE STRINGENT THAN CITY OF AlAN
EACH REDIAREMEM CONDITIONS. 23. EMM ASPHALT SHALL BE SAW-CUT IN SIRAIGNT LINES FM ALL Men My DAMAGE TO CITY MW CHAPTER L RE CONTRACTOR MALL PROVIDE BRCEWIN MECTION no TURBIDITY CDqM
OR OTHER MATERIAL SHALL�AS,0"ANDAW THE AS REQUIRED TO INSURE CONFORMANCE 70 SME AND FEDERAI.WATER CLAIM STANDARDS
I CONTRACTOR WALL ARRANGE FOR AM PAY FOR ALL IBM AS REQUIRED IN THE CITY OF ATLANTIC BEACH =10MIM DENSITY TESTING MUST BE THE FU 14 By CTOR
I ALL WORK SHALL BE PERFOFIME)N A SAFE MAMMIX ALL LVETY RUIES AND GUIDELINES OF ANDIOR FA SPEMIC411ONS KRTAINING TO TIE MR SPE AND MAY NEED TO INSTAL ADDITIONAL,CONTROLS 10 OONFORM 10 AGENCIES REQ11RE10ITS.
aS"SHALL HE FOLLONIM THE CONTRACTOR SHALL BE WHOLLY RESPONSIBLE FOR MY 4, ALL WATER AND SIVER WORK SHALL BE AS PER CITY OF ATLANTIC BEACH STANDARDS AND 9W)CAIKINS 24. RE CONTRACTOR SHALL RON AND INSTALL RTMGS AS NECESSARY TO ROLE PIPES AROUND 9W F A WATER 014M VAA110N OCCIFA THE CONTRACTOR SHALL BE WHOLLY RE"ISIBLE
NAM OF HIS EMPLO=NO MY DAMAGEJO PRIVATE PROPERTY OR PERSONS DURING UNLESS SHOWN OTHEIRM THE CITY OF ARAM MACH REFERENCES&A MECMTM PIPES OR OBS7RUC`ROMS AS FEDIMED. FOR ALL DAMAGE AND ALL COMB WHICH MAY RESULT INKLUDM LEM FEES,COMSlkTMT
THE COURSE OF THIS PROW. ALL COSTS ASSOCIATED WIN COMPLYING"0.51I.A. DICEPTIONS AS SHONIN ON THE RANS,OR IN THE NOTES. 25. ALL DOW UTILITIES HAVE BEEN SHOWN ON THE PLANS FROM THE BEST AV FEES.CONSIM)COON COSTS AND FINE&
ALABLE INFORNUITION. THE :z
REGLILATIONS AND THE RAW IRENCH S471WF MUST BE INCLUDED IN THE CONTRACTORS NOlCE TO THE CITY OF ATLANTIC BE06CH OWNER SHALL MDT BE HELD RIMPONSIBLE FOR INACCUIRACIES OR OMISSIONS IN THE LOCATIONS OR GRACE OF I THE CONTRACTOR 19 RESPONSIBLE FOR MOVING THE BEST SIMON AND SMNW COMM
en S' URWEWIY WMIRA&EMPAROVENLT r24Tr7;=r=TrlDAYW5*NXDff 0110 6 REQUIFIED BUM ANY LINES ARE FACILITIES OF THIS TYPE,THE CON11RACTOR SIM BE HELD REFOISIBLE FOR LOCATION OF ALL uwnES IN PRWM AS CURM IN THE PLANS AND SIWICAWONS AM RE ST.JMN RrM WATER
CONNECTED TO THE OEM Uum OWINUCRON AREA. LOCATION SHALL BE MADE IN ADVANCE OF CONSTRUCTION IN ORDER THAT CONIFLICTS MANAGEMENT OEM SPECIIMIONS AND CRIIERUL
I TIE COIRRACTOR SNALI SITE PRIOR TO PREPARING MAY BE RESMVED. C-) cl�
THE BID FOR THE PURPOSE OF FAMLMXM,HWU WITH THE NATURE NO THE WENT 5. ALL WATER MAINS SHALL HAVE A MOM OF 30'COVER FROM FINISHED GRACE 11 UNPAVED AREAS AND 3r 2L ALL PIPING ARRANGEMENTS AND LOCATIONS AND LOCK? OF PIPMG NOT SIM SHALL BE PROPERLY 1 EROSION AND SEDIMENT COMM BARFIIERS SHALL BE PLACED ADMMT TO ALL wnMD n o
MINIMUM COVER IN PAVED AREA WATER AND SEWER MAINS ARE DESIGNEII,TO FINISHED GRACE AND SHALL . a AREAS WHERE THERE 6 POTMA FOR DQWNSWIEJAI WATER QUALITY=01DATION. M 1--
OF THE WORK AND LOCAL.CONDITIONS.EITHER SINACE OR SUIlk-SURFACE,WHICH MAY WECT REFERENCED AND RECORDED ON DF Allft
1HE WORK TO BE PEIFORM13%AND THE MWMW,-LABOR AND MATERIALS KUM BE PROTECTED FROM DAMAGE LIM ALL WORK IS CMFLEFED. u
FAILURE M DO 90 KL NOT W"THE CONXCRIR OF COMPLETE PEWWAIMCE UNDER 7. HOMONTAL AND VERTICAL.SEPARATION SHALL BE AS SWIED IN CODE 62-555314 CFAQ)LOCATION OF 27. SPECIAL.PAY LIMIT FOR ALL DRIVEWAYS. ROM AND REPLACE DRIVERY Nil GUM TO EDGE OF ASPHALT 4 THE CWTRACMR SHALL BE RESIOISIBLE FOR ESTABLISHING A PERMANENT STAND OF SOC
THIS CONINUICT. THE CONTRACTOR 5 ALM UFAEDJO TAKE COLOR PH(ITOWAPHS ALONG THE KEW WATER SYSTEM MAINS: PANUENT. REPLACE MIAM CURB AND GJllER IN KIND, GRACE 70 DRAIN. MDjl0R ORM PER COUNTY STANDMOS NO MEETIMIS THE KPILE.S.Fk4L
BOLIN OF THE PROM 10 RECORD DMING CONDITKINS PROIt TO CONSTRUCTION,AND TO (1) 1XIMUDIUAL SEPARATION BETWEEN UNDERGROUND WATER MAINS AND SMARY OR SM 21L ALL NEW SANTIARY SEIM PIPE SCHEDULED TO REPLACE DOSTING GRAVITY SANITARY SEMER SL41 BE STABILIZATION REQUIREMENTS.
AD IN RESOLOG PDSSIBLE RM COMPLAINTS THAT MAY OOCUR ME TO THE WASTEWATER OR STORWW&TER FORCE MAIRS,MAIMED WATER PIPEUNES,AND ON-SITE INSTALED AT EASONG MANHOLE INVERT ELEVATIM Me WTH WORIM SLOPE 0 GRADE BETWEEN
CONSTRUCTION OF THE FFb=. TREATMENT AND OISPOSAI.SYSTEMS. 5, F DE011"CAPACITY REQUIRES A CONSUMPTIVE USE PERM11(C)IP.)IT OWL BE THE
INVERM QUM SHOWN ON PLANS MAY BE AMISS AS APPROVED BY BROKER. PREPARE CUT SHEETS CONTRACTORS RESIOISIBILITY TO OBTAIN TIE PERMIT MUCH 1HE Sr.inn RIVEN STER cu) c
(A) WITH IMVER7S AND CALCULATED QUM PER SPEM
NEW OR RELOCAlED6 UNDERGHKIIIII11 WATER MAW SHALL BE LAID TO PROM A MANAGEMIXT DWW.
4. IT SHALL BE THE CONTRWICIRS CORIDUCT MY FIELD DIPLORATION HORIZONTAL DISTANCE OF AT LEAST IIHREE FEET mnimm THE OUITSIDE OF TIE WATER
OR ACQLARE MY GEDTECHNKAL.ASSISTANCE I==10 ESTIMATE DIE AMOIJNT OF MAIN AND THE OUITSDE OF ANY DOM OR PROPOSEI)STORM KWUL STORIMIER 29- ALL OUTING WMER PIL INCLUDING SERVICES SCHEDUILED TO BE ABANDM SHALL BE REMOVED F Wft z
TWO OF ME#WATER MAIN,OR WRHIN TRENCH OF NEW SERVICE.UNILM OREM DIRIM PRIOR M COMMEPICEMENT OF CONSINUCTICH A40 EXCAVAMON ACTIVITIES,1HE CWINAM
UNSWABLE MATERIAL THAT WILL REQUIFFE MWALIM/OR TO ESBMATE THE AMOUNT OF FORCE MAIN,OR PIPELINE CORMEW MAIMED WATER REGULATED UNDER PART 0 OF SHALL PERFM GROUNDWATER TESTING IN ACCORIMANCE WITH THE ENVIRON160AL
Off SITE BORROW MAT WIU.BE REQUIRED, CHAPTER!0-61106 FAQ 30. F WATER 6 NEEDED FOR CONSIRUCDOM ACTIVITY.A CONSTRUCTION MERR AND SAWLIRR PREMM PROTECTION MOM FEDERAL,FEGISIM PACE 42731L PART IA,36 TO DENRMINE m
03)NEIN OR RELOGNIED,UNDERGROUND WATER MAW WALL BE LAI)M PROVIDE A SHALL BE OBTAINED FROM CITY OF ATLANTIC BEACH PUIBLIC UMNES DEPARTMENT PETROLEUM CONTAMINATION LEVELS CONTMICIR SHALL BE RESPONSIBLE FOR OSTAMMIS Lo
5. ALL IMPROVEMENTS SHOWN ARE TO BE WARRANTED BY TIE CONIITUICTOR TO THE DEVELOPER NOIRIZONTAL DISTANCE OF AT LEAST THREE FEET AND PREFUIABILY TEN FEET BETWEEN 31. All FIRE HYDRANTS TO BE PAINTED NILOR KPILES POW.F REQUIRE%IN ORDER 10 DISCHARGE MY GRCUNMNR ENCOUNIENED
AND THE CITY OF ARMTIC BEACH FOR A PERIOD OF ME YEAR FROM DATE W ACCEPTANCE THE OUTSIDE OF THE WATER MAIN AND THE&i�OF ANY DOM OR ROWE PAVEMENT. OPEN LEE INSTALL SM HYDRANT MANNER IN ADWW DURING OWNICTION AND DIEWAIEW OPERATIONS.
BY THE 000 AND THE CITY W ATLANTIC BEACH.1 VACUUM TYPE SANITARY SEMER.
32. ALL WATER AND MR SERVICE AND VALVE LOCATIONS SIM BE APPROPRIATELY MARKED AS FOLLOWS(SAW CU4 7 48 HOURS POW TO CMINENCEMENT OF CONSIRUIC10.THE CONRACTOR WILL SUBMIT A
WIM OF INTOW TO DIE FDEP IN ACCORDANCE MM NATO&POLLUTANT DORARGE
5. ELEVATIONS ARE BASED ON NORTH AMERCM VERTICAl.DATUM W IM QtkV.D.)UNITED (C)NEW OR RELDCAIM UNDERGIUM WATER M"SHNI BE LAO M PROVIDE A WATER SERVICE T ON TOP OF CUBA(6"FROM EDGE OF PAVEMENT F NO CUIRB OMER) ELIMINATION SYSU RULES AND REGULATIONS.
STATES COAMAL AND MEDC SURVEY"C.�&�Sj AS DETERMINED BY RE HOLLAND HWORTAL DISTANCE OF AT LEAST SIX FELT.AND PREFERAMY TEN FEEr.BETWEEN THE
ASSOCIAlK Wt.FILE MAW-.aATE0 OUITSIDE OF]HE WATER MAIN NO THE OUTSIDE OF MY DIISTING Olt PROPOSED GRAVITY SEWER SERVICE V ON TOP OF MR(r FIKM EDGE OF PAVEMENT F NO CURB OUTIER)
OR TYPE SANITARY SENR WASTEWATER FORCE MAIN.OR PIPELINE VALVE-Y ON TOP(F M(Ir FROM MOE OF PAVEMENT F NO CURB&GUM) THE CONTRACTOR SHALL PROlECT STCAM SEWER WAIES TO PREVENT SEDIMENTATION OF THE STORM SEWER
CONVEMO REMAIMED WATER NOT REGULATED UNDER PART N 06 F.&C
7. �BOUNDARY INFORMATION.ME SIM PFVW BY RE HOLIAND&ASSOCIAIM W- --ST VITY SMEW. CONTRACTOR SHALL MAINTAIN A SEDIMENT SAM U01711.THE MM ARM ARE SIM=.
FILE NUMBER IOM4�DATED FEBMIANy T7.=�j 'RE MINIMUM HOFURI[TAL SEPARATION DISTANCE BETWEEN SAT ROF=MORA 33. ALL WATER SERVICES SHALL BE SCHEDULE 40 PVC. NO POLY SERVICES PERMITTEID. ALL SEINCES MUST HAW HONEWK THIS NOTE SHALL NOT SUPEIISEDE THE REMM TO PREVENT ONSTE FLOODING ME 70 GRATE
TVPE SANITARY SEWORS 914L BE REDUCED 70 THREE FEET WHERE THE BMW OF THE DOUBLE MRAP TAPPING SADDLES WITH CORP STOPS AT THE MAIN. MM LUTATIONS.
WATER MAIN IS LAID AT LEM SIX 100 ABOVE THE TOP OF THE SVMR LLJ L'J
& THE CONTRACTOR WILL CONTRACT WITH AN INDEPENDENT TESTING LABORATORY TO PERFORM 34. WATER METER BOXES TO BE DOUBLE WALL PLASTIC WITH TOUCH-READ LID AS AVAILABLE FROM SUM STATE Go QE
MATERIAL TESTING AND SOL TESTING IN ACCORDANCE WIN CITY OF ARMIC BEACH FEQUIREMEIM (D)MEV OR RELOCAIM UNDERGROUND UTER ON SHALL BE LAID Al PROVIDE A HORIZONTAI. MENR A SUPPLY. D- THE CONTRACTOR OWL PROTECT ALL MORIMTER BASKS ANDAR SMAIM FROM WREM10 DURINKI
IM SIVLL KUM DENSITY TESTS IN ALL PAM300 AREAS M IN All Ullff TRENCHES DISTANCE OF AT LEAST TEN W BETWEEN THE OUTSIDE W THE MIR MAIN AND ALL PARTS OF CONSTRUCTION. cD a-
LOCATED IN PAVEMENT AREAS CONCREFE IIESTING AND ALL OTHER MATERIAL.TESTING. PRIOR MY DISTING OR PROM-0N-SITE SEMAGE TREATMENT AND DEMAI.SMEM'AS BUM IN 35. MANHOLE COVERS 10 BE PAM REX-HINGED WOW AVAILABLE 7HRIOUGH PORTER ASSOCIATES,352-589-59118. 1.1
SMDON 3111.0011SI(A FA.AM RULE 66-6.00Z RAC. 31L ALL SEWER SMVICES MUST HAVE INDIVIDLUM.CLENWIS AT THE PROM LINE 10. 11 THE EVENT W DELAYS IN CONSTIUCTICK THE CONTRACIOR SHAIU.SEW OR SOD ALL AREAS AND MAINTAIN a:
TO UMERQCX RACEMENT.THE PROUECT MOTUNNIC.N.DOW SHALL MAKE EROSION OONIRM BARRIERS IN PLACE M PREVENT EIROSION,SILTAIRON NO NO INCREASED RUPOF CL
FEWAENDA71ON FOR W03MO PLACEMENT.il (2) VERTICAL.SEPARATION BETWEEN UNDERGROM WA71R MANS AND SANITARY OR STORM SEMERS, 37. MAINTENANCE OF X4T)C PLANS TO BE SUBMITXD 70 CITY DOM 7 DAYS PRO TO START OF
WASTEWATER OR SIDIRIMIER MOE KAM AND REMAINED WATER PIPEUM11 CONSIRCON, COCRWTE III FELD WITH CITY WIMM
I 1HE COICIRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL NECEMARY PERMITS AND (A)NEW OR RELOCATED UNDERGROUND WATER M"CROSSING MY OWN OR 11. THE CONTRACTOR MUST MAINTAIN THE BMW WAWA SIM 11FING CONSTRUCTION 10 MVENT
INSURANCE MARED FOR THE PRUM INCILIDING CITY OF ATLANTIC MACH RIQW-W-WAY PROPOSED GRAVITY OR VACUUM M SANITARY SEW OR STM MIR SHALL BE X ALL WAlER/SEM CONSINXTION MUST BE PERFMIED BY A RCRIDA LICENSED UNDERGROUNI)UTILITY FLOODING OF SURFACE ARM WHILE MNIMIZING SEDWITATION!DOWNSTREAM.
FEINTS FOR WORK IN THE CITY OF ATLANTIC WACII RIGHT-OF-WAY CR UsEmEmr. LAID SO THE OUTSIDE OF THE WATER MAIN 5 AT LEAST SIX INCHES,M MUMMY 12 COMMAMOR.
INCHES ABOVE OR AT LEAST 12 INM BEUM THE QUTSICE OF THE OTHER PIPELINE. 31L LOrA7E WIRM-LOUTE*W SHALL BE INSIALLED ON ALL PVr.01 AND HOPE WATER MAIN PIPING
IQ THE CONTRACTOR SHALL COOIXINAIE TIE WORK,WITHIM CITY W ATLANTIC BEACH OR STATE HOWEVR IT 6 PWERAELE M LAY THE WATER MAIN ABOVE TIE OVER PFaINE AND SERSM LAM THAN TWO INCHIM AM SHALL BE TESTED AS PER&A 11 THESE NOTES COMEINED W114 THE DREM GIVEN ON THE PAVING AM DRAINAGE PLAN SHALL
RIGHT-W-WAY MIR THE PROM AGENCIES FOR MAINTENANCE OF TRNFIC AND METHOD OF (B)NEW OR RELOCAIM MAGROUND WATER MAINS CROSSING MY DOW OR C06MVFE THE RBDOMMEWIEZI SlPPP. ADDITIONA.MEASURES MAY BE KOM BAUD ON FIELD
CONSTRUCTION NO REPAIR. PRESSURE TYPE&WARY SEWER WASTEWATER OR SIORMWATER FORCE 4a. ff sm BE im cwmwmris NiNuamw AND At THE CONTRWM Dma To PROVIDE THE CITY OF ARmw CONDITIONS CLOW CONSTRUCTION.
MAIN,OR PIPELINE COKVEYINQ RECLAIMED WATER SHALL BE LAI)SD THE OUTSIDE OF THE BEACH WIN*AS-BtXr DRAWINGS ON MAM OR IN I=AS MUD BY THE CITY,AS WELL AS ELECTRONIC FILES IN
11. ALL PUBUC DRAINAGE EASENENT5 SHALL BE 1UNOBSTRUCIED"EASEMENTS, ALL WATER MAIN 15 AT LEAST 12 INM AWE OR BMW*K OUTSIDE OF TIE OTHER AUTOCAD 2004 OR BETTER USING KAD 1953 STAN PLAN!I'LORM EAU FPS 09M(fed)L(VERT"CONTROL WL BE CONTACT SJBW wmle7-504)FOR EROSION AND SB=ff CONIRM INSPECTION PRO 10
11NOBSINXIED'!EASEMENTS TO BE CLEAR AND DRIVEABLE, PIPELW NOVIEWER,IT IS PREFERABLE 70 LAY THE WATER MAIN ABOVE THE OTHER Nk.VA IMIL11HE Cm TECHNICAL DESIGNER&GIS XONNICIAM SHALL BE GRANTED ACCESS TO THE SITE OF MY GROW C" OR CONSINXIN ACrAES.
It I PIPELINE. A40 M AS T DRAWINGS DURING CONSKICTICIL
m 'AS-aLr CRAWINGS-AS-BUILTS 10 THE CITY OF ATLANTIC MACH AND THE ST.XHNs Rmm (c)AT RE UTILITY MOSSwas DESCRIBED IN PMAQRA=mAjKAJNQ&j&r Mi.LENOM OF 41. CONTRACTOR SHALL 0ON0=TESTING 10 DETERMINE F POLYEDIMNE WRAPPING OF OtICTILE IRON EITTINGS 5
SI
WATER MANAGEMENT DISTRICT ARE MOO TO BE SIGNED AND SEALED BY A IFLORICA REWTERED WATER MAIN PIPE SHALL BE CENTERED ABOVE OR c 90 THE WATER MAIN REQUIM AS SPIN IN AWWA-ClIOS.APP&RESULTS,Will CONTRACTOR RECOMMENDATION%,
LAND SUIRYEYOR INEREI'M IT SHALL BE THE RESPONSIBILITY M CONTRACT JOINTS WILL BE AS FAR AS POSSIBLE FROM 11E OTHER PIPELINE. ALZMA11111Y.AT SUCH CROSSINGS, 04
WITH A LAND SURVEM FMI IN THE STAN OF FLOFADA FOR THE PREPMAWON.FED If PIPES SKI BE ARRANGED SO THAT ALL WATER MAIN M75 ARE AT LEAST THREE FEET FROM WILL BE PROMIND TO PUBLIC UTILITIES DIRECTOR PRIOR 10 BEGINNING CONSTRUCTION. C"
LOCAIIONS�CERDFICAMON AND SUENITTAL.W'AS-BLllLr DRAWINGS IN ACCORDANCE WITH ALL JOINIS IN VACLIUM TIPE SANITARY SINEIRS,STORM SENER%STMWAIER FORCE MAIN&OR PIPEUMFS
CURRENT ON STANDARDS NO SPEWOM AMC SIRMID REOLUDONS. IT IS TIE CONVEM RECLAIMS)WATER REAUTED NO PART 0 OF CHAPTER 02-41%F.&C.,AND AT LEAST 42.HOINWAL MXM DRILLING 00)OPERATIONS SHALL BE IN COMPLIANCE SM SA WATER AND SEIIER STANDARDS
CONITACTOn K991SIBILITY TO PROCESS THE*M-BLXT`DRAWINGS FOR APPROVAL BY THE SIX FEET FROM ALL AM X GRAVITY 01 PRMK TYPE SWARY SEIM WASMTER FORCE MANUAL SECTION 750.
CRY OF ATLANTIC MACH. MAINS,OR PFEIUNES MOW REMAINED WATER NOT MUTED UNDER PART 0 OF CHAPTER
52-M Eke
gJaWITAL OF AS40JLT STE SM ORKMARIA 0 REQUIRED PAW TO SCHEOULING A FINA.0 SIWION OF FOR ALL 07M PROW NO'N%SEE PLAN SHEE75 OR SWO10M F CONFLICTS ARISE BETWEEN PLAN NOTES NO c�cq co
DIE allM BY THE SLIM WARTMENT OR Dll�FIRE MARSHALL (3) SEPARATION EETM331 WATER MA04S NO SANITARY OR STORM SEM"an wernimm KAM MONS UL w"A
NO WATER MAIN SHALL PAZ THROUGH,OR COME KM CONTACT W711.MY PART OF A :.6
11 TIE CONTRACTOR WALL COOIMIE THEN CONSTRUCIDON WITH ALL OTHER OONM$mm SANITARY SEWOR MANHOLE cnl
IN THE EVENT OF MY CONIFLICT*WTSOM THE CONTRACTOR SHALL MM THE MOM NOT BE CONSIRUCM OR ALTERED TO PASS THROUGH OR OMIE KID CONTACT S:oz
AND WO PRIOR TO PROCEEDING WITH CONSWOOK. 9%MY PART W A STORM MIER MANHOLE OR INLET STWM WHERE ff IS Wr JECHWALLY m
IFEASIBLE OR ECONOMICALLY SEIME TO COMPLY WTH THIS REQUOREMENT M mm THERE 15 A
CONFLICT IN THE ROUTING OF A WATER MAN AND A STORM SERER AND WHERE ALTERNATIVE RGUTING 13 Lu
14, ALL CLEARING AND GRUBEING REQUIRED FOR ALL ROADWAY.UTILITIES,=HErh AND BOW OF THE WATER MAN OR THE STORM SEWER 5 NOT TECHNICALLY FEASIBLE OR 6 WT ECONOMICALLY z =U--
INCLUDED IN THIS PROECT AND DIE CLEARING AND BMW OF ALL RW-W-WAY OR SEMSIBLEIL A SPEOM PERMIT MUST BE MOM FROM Mp PRIOR M CONSTRUCTION OF ANY -o w p
EASEMINTS SHALL BE CONSIDERED AS PART W EICEPTION. a.fn F
171, (4) SEPARATION BETWEEN FIRE HUM MANS NO SANITARY OR STORM SEVEM WASTEWATER ON <
IS. ALL ARM SHOWN TO BE FILLED SHALL BE CLEARED AND 000 IN ACCORDANCE WIIIH C17Y OF STORMWATER FORCE MAIM RECLAING)WAIIER PFELINES,AND ON-SITE SEWAGE TREATMENT AND DISIPOSAL.
ATLANTIC MACH STANDARDS AND SHALL BE FILLED WDI CLEM SMCRM FILL COMPACTED S%IEWL NEW 01 RELOCAND FIRE HYDRANTS WITH UNIDERGROUND DFAINS SHALL BE LOCATED SO THAT OL
AM IESNO IN ACCORDANCE WITH THE GEOM01"INVESTIGATION REPORT. THE WAS ARE AT LEAST THREE FEET FROM MY WFING OR PROPM SM SEWEIL ��
STORMUNR
FORCE MW OR PIPELINE CONVIEYING MAIMED WATER RENATED UNDER PART 0 OF CHAPTER 82-6106
lo, CONTRACTOR 15 RESPONSIBLE FOR PROMOTION Or,ALL SURVEY AND PROPERTY MONUMENTS. F.&C.;AT LEAST THREE FEET.AND FIRVERWILY TEN IMr.FROM MY EXIMINIG OR PROPOSED VACUUM
F A MONUMENT IS INSTURISM THE CONTRKM�SHALL C0MW="THE SURVM W TYPE SMllMff SEWER;AT LEM SIX FEET,AND PREFERAMY TEN W.FROM My DOW OR PROPOSED
LLJ
RECORD FOR RMSTALIATION OF THE MONUMENI. I GRAVITY OR PRESSURE TYPE SANITARY MOM WMENATER FORCE MAIK OR PIPELINE CONVENRIG RECLANED L)
WATER NOT MUTED UNDER PART 0 OF CHAPTER 041%F.A.C.AND AT LQST TEN FEET FROM
ANY D(ISIN OR PROM*ON SITE SEWAGE IMATMENT AND DISPOSAL BMW AS OEM IN SECTION L;j
17. ALL DEEM RESILTING FROM ALL ACHVIM SHALL BE DEPOSED OF OFr-STTE BY M.CDBX21 F.S.AND RULE 64E-LOA FAC. =
COMIRWITIR. THE CITY OF ATLANTIC BEACH. MY DOCEP110149 MARE PRIOR APPRCIV&OF 00?AM
I& PU EXCESS SUITABLE AND MURIABLE MATERIAL, ALL BE REM()VED FROM THE SITE BY THE & MECHANICAL.RESTRAINTS AM RUM WHERE WATER M"AND MOE MAINS AM IIERMIKAU 9 ALL a.
CONTRACTOR MUM MUM OTHERWISE BY ENGINEER OR OM TEES NO am nTFNGS AS SHOWI IN"CONSTRUCTION DETAILS*-M.W-N AM S--X MECHANICAL C,
11 1 RESTRAINTS TO BE MIEUM TVPE C4
It ALL BMW TREES TO ROM SHALL BE PRESERVED AND PROTECTED. 2, UNSUITABLE MATERIALS UNDER WATER AND SEWOR MAINS SHALL BE REMOVED AND REPLACED WIN SEUDONDI
BACKIAL PROPERLY COMPACTED M=(F MAn"DERM.
20. GIURNINO OF TREES.MISH AND OTHER MAMMAL,SHALL BE APPROVED.PERMITTED AND I0. THE CONTRACTOR SHALL COCIROMAX THE WORK WTHIN THE CITY RIGHTS-T-WAY"THE PROPER AGENCIES
COORDINATED WINI CITY OF ATLANTIC BEACH FIRE MARSIALL
IN MAINNICANCE OF TRAM AM METHOD OF CONSIRUCTION AND REPAIR. C)
I[. I C:)
21. ROADRAY IWO DRAINS SHALL BE AS 014,THE PLANS OR AS MAY BE DETERMINE11 11. AM POTABLE WATER AM SEWAGE FORCE MAINS 4 INCHES AND LARGER SHALL BE C-M OR 106 CLASS 1% 6
NECESSARY BY THE GEONCHISCAL ENGINEER DURING.00NSIRUCIRON. THE COWIRACTCR SHALL PVC OR DUCIRLE FAK CLASS 15%OR BETFER,UNLESS ORIERRISE NOTED ON PLAN SM.
NOlIFY THE ENGINEER F HIGH GROUNI),WATER C7 ARE PRESENT DURING TIE
1 12. ALL GRAVITY MR MAINS SHALL BE MR 26 PVC 0WORMINI)70 ASIM MM OR MICHLE FA CLASS 50.
PREPARATION(F THE ROADWAY SIXI-SASE. ODINFOINNO TO ANSI A21.4 AS REOUNED,OR mTnR
1
21 PRD-ADE Cmvjtm JOINTS AT W D.C.AND EXPANSION JOINTS AT 2f D.C.ON ALL 13. ALL QAX VALVES SHALL BE NON-RISING SIM TYPE AND DWI BE SUITABLE FOR 250 PSI NM-SHOCK WORKING
EXTERIOR SIOMKS AM CURBIC PRESSURE. CAN VAL%ES 914L BE MECHANK141.JOINT OR RAMA VALVES SHALL BE IRON BODY.BMW
ITITM VALVES SHALL BE aft Ma:K MUELLER.OR APPROVED EQUAL. VALVE BOXES WITH SCREW
DITENSIONS SHALL BE W CAST RICH 0
23. MAINTENANCE OF TRAFM OWL COMFORM TO FAO.T STANDARD INDEX GOIX LATEST EDITION. RON
DWM
W3r 10 MINIMUM WALL=KSS AND SHALL BE MON-
TACKY TAR ENMEL COATED. THE WORD BE CAST IN THE COVER FOR VALVES ON FORM MAK
ALL GATE VALVES INSTALLED SHALL OPEN BY TURNING TO RE LEFT(COUNNIt-CLOCKWISE)WHEN wwn
24. ALL SUM AND PAVEMENT MARKINGS SHALL WITH FAQT.STANDARD FROM RE TW. VALVES SHALL RAW RESILIENT SEATS
INDEXES IISK 173M AM 17351 14, MMATIC AND LEAKAGE TESIM AND DISMIFECTION OF THE WA10 MANS INSTALLED SHALL BE 0
77' PERI`QVED IN ACCORDANCE 1111H AWWA,STANDARDS AND FAC OWTER 62-MS. A REPRESEKTAlIVE(F THE 4 u
256 ALL DMING PAVEMENT MARKINGS THAT CONF=,Kffl BE PROPOSED ROMMYAT CITY OF ATLANTIC MACH MUST BE PRESENT WRONG 11E HMMA71C AND LEAKAGE TEST. THE TEST IS 70
DEVELOPMENT SHALL BE REMOVED BY THE CONIMICIR URM THE HYDR0-BLASlNG METHOD. BE CEIRTIFIED BY A REPRESIMATIVE OF THE DESIGN DOM 4-� u
it I Q u
28, ALL PAVEMENT STRIPING SHALL BE (LEAD-FREE)IN ACCORDANCE I& FLUSH0 AND DISINFECTING OF WATER MAJINS 70 BE COCIRDINAND W111 CITY OF ATLANTIC BEAM MW
M CITY OF ARAM BEACH STANDARDS. UTILITIES DEPARTMENT,
27 Id. 11ACIENOUDGICAL TESTING OF WATER MAINS TO BE PERFORMED BY DGH COMM LABORATORY.PAID RR
CITY OF ATLM71C V"REVIEW INSPECTION SHALL BE CONTACIED 24 HOURS PRIOR TO AM ARRAINGED BY CONMACTOIL COORIAMAX ALL ACTIVITIES"CITY INSPEC701R.
ALL NECESSARY SITE WORK INSPECTIONS AM 5 SM TO FINAL.INSPEC111OW 17 NO CONNECTION 70 EXISTING POTABLE WATER S"U SHALL BE ALWMED UNM ALL PROPOSED WATER SHEET
LINES HAVE BEEN PRESSURE TESTED.DMECTED AM CLEARED FOR SERVICE
11 POST CONSTPLICTION TELEVISION INSPEC`110 AM IX DEFLECTION TEST SHALL BE REQUIRED 01 ALL DRAWN
SEM A FULL RWORT AND TAPE OR CD AS 10 CONCIM OF THE PIPE WITH PERTINERY DATA go As
DISTANCE BErMEEN M10%LOCATION OF SERVICES,M SHALL BE SIXIMTIED 10 TIE DOW AND
CITY OF ATLANTIC MACH. Y DEFECTS ENCOUXTERED MAL BE REPLACED OR REPAIRED PRIM 70 FINAL
ACCEPTANCE ALL REPAIRED SECTIONS MUST BE FB04M PRIOR 111 ACCEPTANCE, 6
11 SO DRAWINGS AM REQUIRED AV MIM BE APMVED BY DIE CITY BOW CO&IMMM
GARY A.ABBEY,P.E.
REG.NO.56819
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