14th Street West 589 (3) ...
pIr
al
h
NOTES:
I� - I 1. CONCRETE"OR ASPHALT PAVEM6T DEISIGN TO BE FURNISHED BY CONTRACTOR W�
�d Ory yy .S ii
2. ALL AREAS DISTURBED DURING CQNSTRUQTION SHALL.BE GRASSED AND �� �-�F� •+�j � � r Ee,,',•"� +i
09 OZ pug 240he !+ I MULCHED ACCORDING TO THESPECIFICATIONS
I,f��Bg �llU�1111
id Ala � _
1 ., a. .•.,,,r
I nu
I ! 3. CONTRACTOR 18 RESPQNSIBLI2 FQR THE CQNTRC L.OF SEDIMENT-L,AVEN
I I} RUNOFF RESVLTI.IyG FROM STORM.EVENTS DURING THE CONSTRUCTION
�dl) 1dU - i i PHASE. EROSIONCANTRQL FACILITIES SHOULD DE INSTALLED EARLY r
`r
DURING THIS CONSTRUCTION PERIOD SO AS TO PREVENT THE TRANSPORT m '
OF SEDIMENT INTO SURFACE WATERS.' RE-VEGETATION.AND STABILIZATION
OF DISTUnED ARF-A$SHOULD BE ACCQMPI(SHED A9 SOON AS POSSIBLE.
TO REDUCE THE POTENTIAL.FOR FURTHER$OIL, EROSION. (W ACCORDANCE
WITH CHAPTER 62 25;FLA ADMW CODE)
fi p o
,ALL DRIVEWAYSE ASTING CULVERTS,
4• M.E.,%ANP ROADS SHALL BE RETURNED a •
TO ORIGINAL CONQITIO.NAFTER CONSTRUCTION DNLES.S OTHERWISE NOTED.
Ln
r� ! 5• MINIMUM COVER OVE.RPIPES SHALL BE 3w INALL...ARF,AS UNLESS OTHERWISE p
I+ I NOTED: V)
i
8. GRADES SHOWN ON PLAN$ARE EDGE OF PAVEMENT FINISHED GRADES UNLESS
PRE-DEVELOPEMENT MAP OTHERWISE NOTED. 1
N.T.S.
CONST, 175 L.P. CONST,CONC. COLLAR ( ¢ I
OF 12 HDPE PIPE AROUND END OF PIPE
CONST. CONC. COLLAR
AROUND END OF PIPE _ I
I GRADE TO DRAIN f o
W/ENERGY DISSIPATOR CONST. CLEANOUT (TYP.
INV E:L.=9.0 TOP EL.-11.75+1- ¢'
!� f✓
U
I I m r
1 i I om mU- p
'-'� w i
Q z z �
I
CONST. DOWNSPOUT CONFECTION V) �"' o 0 i
A I W/TEMPORARY,PLUG(TYP.) trQNS ":,CLEANOUT ;,� EAST
k.=1 5+1- P RETENTIONN
.TOPE 1.7, q. �' I ( w {
W Y j L
~
RETENTION I Z U-
W POND o p I I w
CONST. Y WIDE 4"THICK i .1J J 8 I C.7 j I '� w i
WEIR W/ENERGY UISSIPATOFt w LtJ Q C- Q
WEIR EL.=11.0 I i
CONST. 4'WILE Q''
THICK
�
1
� co a FFIE;--1,2.2.5M CQNC.FLUME Wl ENERGY �_ W �
P P
DISSIPATOR(TYP.) f I z 1
I I ��, (n CNV EL.8.40 2 z a
{ r
t
LZ
(� 7C
i
WN i � z � ��►� .u.. I
Lj
� w -
---- -------- ------� (` a
O
I
, ;� 4 P .
1 h�� b) ti
��`' �• �� � MATCH AV'T �
V - X fI ELEV.(TYP.)
I v CONST. a'HIGH 1
FENCE (TYP.) as ' cn
CONST. 32 L.F. }�
MATCH TOP OF � ��a``~
CURB ELEV. (TYP.) ' ;-�, �' ti( v �� 1 V
h
. � y O
1 I x Z
_ � A
cn
i 1
c �
r
� S �
h � + NV. EL 8 0
_ f ,
I ,
I '
I � 1..;..._.__. .�._ .. ..X.. ........�. .,,......,.._x..r."" `�.x.......,......._�..._...r.._„_..X...r«.,,...X..,,..,...•.r..._.�.. .._....�...,.Y. „ .. .�...............r.. ..�.. .._... .�. .. .. ....y�.... ---r-. �.,.,,.�,.:.,,,.., - 1f -•--•--•"^'^-.�_x........"" .�.. . _�I.T._.. ,....�,« ....'.....�.. � -"--.+. -=�..�--. �` y( :._.x..�.. i I � I")
GRADE TO DRAIN v) a
(TYP.) Lj
LLJ
0=
I ' n, cO
LJ gx
EJ
WEST 1 4th STR ' � ET s Q v
W
I
DRA'►NING
!- z I P-1 a
r 1 OF 3
1 DATE:
JULY, ?000
PROZCT NO.: ,
rl
06159
' RvuWot.ow,
W__
_ l
r
SOD SoD Air
`� � i�< , ,,..•"
1.0' , 4.1' 9.S' 4.1' 1.5' 1.O' 4.1' 9.8' 4.1' 1.5'
r
MATCH v)
m
EX. GROUND F.F.E.=1425 F.F.E.=12.25
--•- -- MATCH
(TYP.)---.
EX. GROUND Z
���
BoTr.=9.0 �s� Sorr.g9.o s�o
w.
Li
0
WEST POND - SECTION A-A EAST POND - SECTION S-B.
N.T.S. N.T.S.
> w
w
2' 4'
`-
to m � a
uj Uj A LU Y
F-= a X w
WEIR �_r--. --- - MATCH PAYT.
EL.=11.0 -- ELEV. (TYP)
NOTE:
" NOT E: �--a W
PORTLAND CEMENT QONC. Y Q Q
18" WI COMPRESSION$TRFNGTN 18" PORTLAND CEMENT CONC.
TURNDOWN -�' OF 31000 PSI Ccs 29 DAYS 13 TURNDOWN ' WI COMPRESSION STRENGTH � u
(TYP.) TO BE USED FOR CONC WElR3 (TYP,) OF 3,040 PSI Q 29 PAYS IS Q Li
CONC. FLUMES. TO BE USED FOR CONG.WEIRS
&CONC. FLUMES.
Z W z
CONCRETE WEIR DETAIL CONCRETE FLUME DETAIL ' �
hl.T.S. s N.T.S. 4 2d
w
z
4 _ �
"
4 NOTE: PIPE HOLE
IS TAPERED FROM o
A TO B
i i Q NOTE: PIPE HCEr
' IS TAPERED FROG
ATQE3 •
4 15118" _ 4 151143• 2-0 4 15118"
Li4" 2'-B 112"TOP
_ LTJ z a
2'-9 8QTTOM � Li
Wil
- SPECIFICATIONS: Am
_ N�
1.. BASE 5LAa#i4 BARS Q 9" I r-� � tS
D.C.E".W. WALLS#4 BARS®9" L_.J Z
o
i { W
f - 15J1�+6'TyRAN$ITIIQN 2. 4,000 P.SJ. CONCRETE
r LING FROM TC
= TO BOTTOM
N� q B . .
15*RCP 20" 21" \ tj
/ 15"CMP 5119"' 170'
� 13
_ r 1I3"RCP 25�' 29" DRAWING
- ----- 1 E3"Cl1�P 18�' 1915119" D"'� o
� 2V- 2W 2 OF
DATE:
JULY, 2000 �
PROJECT NO.:
06159
• . - PDoErs.pwc ;.
• f
1
J.
�Ab
.;of r
TYPE A OR 9 FENCE .!'y
o NNW
OTE: SPACINGS SH WN IN THIS CHART ARE BASE ON ��. ��/�•' ,'
������ pp ����pp yy pp ��pp gg DD pp iT�
SERpAONEACTiJAD15104PERFORI�ANEE 0� HYDRAULp
r ,;Y • - T COMPUTATIONS. ..•.
_, o
BALES ES LOOSE SOIL PLACED BY SHOVEL AND 1 � FLOW RATES ( CFS )
r - a TO BUTT • F QW ANCHOR BA ES ►1iTH NOTE: BALES TO BE STAKED AT THE LIGHTLY COMPACTEQ ALONG UPSTREAM -�
AS REQUIRED 3 � `• �'
PACE Of BALES VERY LIGHT < 5
c.i �..» " � OIREGTION OF THE ENGINEER, � �� �;. -
V) P2 - 2 x 2 x 4'-00 - "� . 8 LIGHT a 5 C 10
• STAKES PER BALE. ` _ - rz� MODERATE > 10 < 15 r
PLAN ?� BALES BACKED BY FENCE e SILT FENCE Y �L HEAVY � 15 � 4 m
^ �,,, � � VERY HEAVY 25 < 40 �
SILT FENCE PROTECTION M
ANCHOR BALES '►1�ITH s.,0. N.T.S. AROt.PJp DITCH BOTTOM .-. 5 SAILS
• " " MIN. LOOSE SOIL PLACED BY SHOVEL �F ;NL ETS. z
2 - 2 x 2 x 4 -0 OVERLAP ( ) AND LIGHTLY COMPACTED ALONG COHESIVE NON - COHESIVE
STAKES PER BALE. ENDS THE UPSTREAM EDGE OF BALES. y FIRM LOAM FINE SAND O
TYPE III OR TYPE IV TYPE III OR TYPE IV 4 r CLAY SANDS COURSE SAND O
FILL SLOPE FILL SLOPE 8'-0" MAX. � � r �. ., Q,
CLAYS GRAVELS
ELEVATION ..r POST (OPTIONS: 2" x 4" � HARDPANS SILT LOADY Q"IAM •-
ELEYATION -� -._ QR_2 1/ 2" MIN. DIA. 'JYOOD; -- SILT FLOW �"� SILT FLOW 3 i LEGEND 0
STEEL 1.33 LBS/ FT. MIN.)
TO BE USED AT SELECTED SITES WHERE THE NATURAL . SOILS
GROUND- SLOPES AWAY FROM THE TOE OF SLOPE " _• FLOW
A
a �
_13 OZ. NYLON REINFORCED 2
PVC FABRIC (300 PSI TEST)
BARRIERS FOR FILL SLOPES �I TYPE IV SILT FENCE TYPE 111 SILT FENCE �y► `
NOTE: SPACING FOR TYPE ill AND TYPE IV M
TO BE iN ACCORDANCE MTH CHART I.
STAKED TURBIDITY BARRIER 00 NOT DEPLOY ;N A MANNER THAT SILT FENCES WILL ACT AS A DAM w
ACROSS PERMANENT FLOWING WATERCOURSES. SILT FENCES ARE TO BE 50 100 150 200 250 300 350 400
N.T S• USED AT UPLAND LOCATIONS AND TURBIDITY BARRIERS USED AT SPACING FT
PERMANENT BODIES OF WATER. NDEpp CC GG ��pp ( )
SLOPE DRAIN APPLICATIONS O AL
I? SPA??
ITYP�IVT5I1 TI z
V T S FENC 5 PAVED DIT HAY ALE BARRIERS.
CHART
CEI m
OST (OPTIONS: 4" x 4" OR ANCHOR BALES WITH 2 - 2" x 2" x 4' Y
M
? 20 a STARES PER BALE U F-- � x w
min. DIA. WOOD; STEELOPTIONAL POST POSITIONS �-- .. PRINCIPLE POST POSITON A i :50
EWALK � _ cn � ❑ G ,=1
33 ibs/ft. min.) 1 '_0"
VAX, � (CANTED 20' TOWARD FLOW)
ca ISE ,i 1"
POULTRY MESH (20 GA. MIN.) � POULTRY MESH ORit
-
�RDTYPE A F E FABRIC TYPE A FENCE FABRIC
NEX N0. 452 & EC. 966
DOT SPECIFICATION FILTER FABRIC APRO CURB & a � —CURB & DITCH -r o-DITCH <
I GUTTER G -.�
o .�-- SILT FLOW .,UTTER
FILTER FABRIC (IN CONFORMANCE �r
g ,-• " __ .r ___. WITH SEC. 955 FOOT SPECIFICATION) --i
I z
PARTIAL INLET
COMPLETED INLET DITCH BOTTOM INLET Q
NOTE: SILT FENCE TO BE PAID FOR UNDER
ELEVATION THE CONTRACT UNIT PRICE FOR STAKED
ECTiON
SILT FENCE (LF) _PROTECTION AROUND INLETS OR SIMILAR STRUCTURES o z
TYPE IV SILT FENCE z
- INSTALL EROSION CONTROL aEVICES Q Q
BEFORE & DURING CONSTRIUCTION
UNTIL STABILIZATION.. ! p tn
USo-
2
\ I
OPTIONAL POS] / z
POST ( OPTIONS: 2" x 4" OR POSITIONS -- —,r-=:.-
2 1 / 2" MIN. DIA. WOOD; SIEEL ► ?pr i
1.33 LBS. / FT, MIN.) ( ca PRINCIPLE POST POSITION `
i FILTER FABRIC ( IN ( CANTED 20' TOWARD FLOW )
rn
15N TO CONFOR.�IANGE WITH ILTER FABRIC r w
18 x SEC. 985 FOOT SPEC.) SILT FLOW
MIN. ELEVATION SECTION- r E•, w
W
TYPE III SILT FENCE �► ,t o
N
cn
►MOVEN FILTER FABRIC IN ABSENC� OF
f
ESTABLISHED GRASS (APPROX, 12 It 12').
SECURE EDGES BY ENTRENCHING AND
EXTEND UNDER BAGS AND BALES. FABRIC �.
SHALL MEET THE REQUIREMENTS OF
SECTION 985 OF THE STANDARD
SAND BAGS- SPECIFICATIONS. COST OF FABRIC TO BE
INCLUDED IN THE CONTRACT UNIT PRICE 1 �r �
5' MIN. FOR BALED HAY OR STRAW. TN.
. . I "
. O • • LOOSE SOIL PLACE BY SHOVEL D LIGHTLY . . . o• • LOOSE•SOIL. PLACED BY SHOVEL L---� WO
COMPACTED ALONG AN
THE UPSTREAM EDGE C: AND LIGHTLY COMPACTED ALONG "
OF BALES. THE UPSTREAM EDGE OF BALES. - �•—_ ---.. - --. - -- -�=��-y r 7-- +r -r-- - - w g
--,�-- a
p Ad m LLI w W.
RAIL 0A
POST
1' IN. I 1 MIN. A
RECOMMENDE RECOMMENDE ii �
5' TVP. 5' TVP. j WEST 1 4 t STREET
a
Q
ANCHOR BALES 'WITH 2-2" x 2" x 4' STAKES PER BALE. ANCHG� BAKES WITH E LL_1
ANCHOR TOP BALE TO LOWER BALE WITH 2 - 2 x 2 x 4'
2--2' x 2" x 4' STAKES PER BAIL STAKES PER BALE. r
ELEVATION ELEVATION
APPLICATION AND SPACING THE USE OF TYPES I & If BALE BARRIERS SHOULD BE LIMITED TO THE \ /
CONDITIONS OUTLINED IN CHART I ! !
TYRE 1. TYPE I j
I v
BARRIER FOR UNPAVED DITCHES
DRAWING
EC-1
OF 3
DATE: {
JULY, 2000 a
PROJECT NO.:
0619
RWEc1.DWG
V3
MAP SHOWING TOPOGRAPHIC SURVEY OF
I :
LOTS 4 AND 5 BLOCK 244 AND LOTS 4 AND 5 BLOCK 245 ACCORDING TO THE PLAT OF
ATLANT F ACH SECTMN "'H"'
AS RECORDED IN PLAT BOOK 18 PAGE(S) 34 OF THE CURRENT
PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA.
suluoz PcIP sulpling
uvGV� -ipuelli jO Aw r
can? 9 1 v
fF�r
fR
I A L
} ni '?
j /2" LCT 3 LOT 3
s u ~�cm BLOCK 245 BLOCK 244
s
L9 'A"
.� 3• 'JFFSET ' /2"2w
203.8WCR), 1203.38`(M) Ul
k a1'
W 1 /2-2 x X Y X X x Y x X X X Y X _ -
--- -- --- c - -
RET
I IG
f.9 S4Cm QHS h,.,) (134) �{'11W) {,5.2) ♦.-?
S CFFSE7 .z .
f
T
LOT L0�(�tinJ ►'Lan) h- <
a BLCCK 24a iBLOCK 244 '� v
\ ' 2
SLAf eftf
\
o — — — 121.12)
9"CH MARK a '�
p E2 EV - 12.nq, _ a
a
ON-SITE R"04 MARK r 14•f J v`x C$
�.� ao'. Sti',SMC)RE LOT 5 LOT 5 >
FLEv= 11.75 BLOCK 245 BLOCK 244 ' s
{tirltl (Rs + n t
o {1134j
•S tr-•-- z Y K a x x x x x x t a K X
b r"v (S,n)
(o+) ca�1 204.00"R),( 203.981"M) 1 /2_" �a
{
,!
40} EnW taerr,ryLr
(a51) (,mors) cam. nF .,4www■ ,1245) i
i^Llip %@4{,,.]s}
�0E7 S; 9-E4 CH MARK ELEVA-11 CN = 11.00' -v w"
R/R SPICE IN P;)4VER PC?LE ON S.E. COF?VER
o MAIN ST. f W 14th ST. DIAMETER u
30 Sb
''NEST 14#h STREET
ce- CRA!'+�lC SCALE
CEti. W 41 rJ Q IW 1- a C 9Z
a V F Y D s, s3AL ` OYES*
�n 1. ANCLES ARS %K!" F-"q TMS %RYE`!
2.S 'tt1CTLlRE Na so3 'z O+ HMEON LIES WITHIN FLOOD 20ME Y AS 13ES7
DETLR INEO '4D1! F.'ttA. SLG'CD MAP'S PANEL NO.12'="-MM DAiEJ_�-17-19#64.
o y ASSOCIATED SURVEYORS INC. 3.T'•IIS IS A SURFACE SURV-• ONLY. THE EXTE%T OF UNDERGROUND FOOTiNuS,
LAND & ENGINEERING SURVEYS MPES AND U T1UTtF-S. IF ANY, VO. DElTWNED.
A..' MS)ICTIC4AL A'kM/CR E<i►1("VE,iTALLY SEV51T w AREAS IF ANN. No-, LDCAME
} P.D. R-" 352017 RV THIS SURVEY.
A � � 5915 CEDAR M 5 BOULEVARD 5.THIS SLfRVEY WAS BASED ON LEGAL DESCR PrP 049 FURNISHED AND THE
JACKSQtiVILL lR1DA 32210 PURUC RECORDS WERE NOT SEARC!•±FJ B" '.wM SURVF"OR ", EASEUENTS. nES
904-711`-609 CONVENAINTS OR RESTRICTIDWS THAT MAY AF'FEC; ;F11S PARCEL
`r 0 D LERTI CATS OF AUTHORf Q'V NO. LB 000541,91 5.U'YLE'sS 3T►fERWISE STA ' LL� AIRQV 'IDES FOUND HAVE y4 IOE~�iTiFICATIO�l.
S S Y ?.NOT VAU'D WTHOUT THE SG+IARME AWD THE MCINAL R.AM- SEAL C3 A RCRIDA
t a�3sslfe►)ri} LICE SM`E`,'DR AND Lf.IPPM
I H=REB`.' CER7Fry r-HIS SLJWljtr-Yr W1��',DON .ND R �A" —j 'GU` ANCHL ? �����Dl�1�3���AJI'�lsl�'.�".3 R] = RECORD
D1R'ECT SUPERVISIJ'� A�fO ,, y �'tit.t%. MU�43 1'ECHNlCAL = SET IRON PIPE MAgXED �2/Z = RAILROAD 4L1 a MEASURED
S iANDARDS FOR L AND 5Z1s�� *`��L A'�iT. TO CHAPTER .4'z50C. SURVEY " OR L.B. 541M ;'4. - PDIN- DF T�IA}GE± L%Y i4 a,+PfRt k
6101 7- RIDA X1'41 COLIt: . 72, E.S. = FOU'4D IRON PIN OR PIPE C/L - -EgTERLINE ARC LENGTH
• ,"V +� FOUND COMCRETE MONUMENT L P. = !40fµ PIPE OR P14
9': _ _ _ -�'�� X _-r CSS CUT OR DRILL HOLE R AN - RICHT OF WAY s WA,
CHARLES. 8. HATCHER P.R.C. - I'OI!µf ..F REVERSE CURVE W-W= WIRE FENCE
FLORIDA CEFnI�KATE VD.377;, �• '3'T AT E D ti= I'.C.C. = POINT O'' CO+4POUNI1 CURIIE 0--0 = WOOD FENCE WATER E3,R.L. = BUIL?f*1G RESTR^C^l0!µ L1+4E CONC.^CONCRETE � .,I,AN 041T
JOB !VJ. 197$0; 23085 *z ', �'; '•.`, T-'.�0 %'200Q s�ORB) OFFICIAL RE,..RDS !�'JOK k-Y- ..HAI'µLINK FEVCE _ F
SCALE' 1' - �` '••., $r l �t '�r� � ' ORV] = OFFICIAL RECORL'S VOLUME �s - lf'1L{T WOLF � _ HYDRANT
30 ► • C.L S. f.V.�. J.E.A. = JACKSOR'VILLE ELECTRIC At1TNORiT;' MES M TERED END SEC", 014
i
_ CO
{ MAP SHOWING BOUNDARY SURVEY OF
LOTS 4 & 5, BLOCK 244 AND LOTS 4 & 5, BLOCK 245, ACCORDING TO THE PLAT OF
ATLA ATM BEACH SECTEON
AS RECORDED IN PLAT BOOK 18 , PAGE(S) 34 OF THE
CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA.
CERTIFIED TO: MERVYN K. RUSSELL, THERESA P. RUSSELL
FIRST AMERICAN TITLE INSURANCE COMPANY,
OCEANSIDE SANK
AND WATSON & OSBORNE, P.A.
UAhV .9 MEEr
1" = 30' (50' RIGHT—OF—WAY)
tw .I �..
V ,
100.00' (R)
1:
4
IN CGWC 96.00' I.P. TO I.P. 112"RET.COP Cf*y O f Atlantic Beac,,
`
0.2' 0.4' CDNG. 0.4' Q.d' La5488 Q.6' Bil��d I�"'1"
X_ . a x x — " — g and ZOnIng
... " : .
TMC15W.
1/2'
RE7ENRONPONDLB.3488
47.8A.
42.1' ` 1DRAINACE JdSR?UCTURE
` ' OVOD
DECK
LOT A 5 `a-+ I LOT 4 s x LOT 3
f B
Li.- 0 C K a 245
a
A- iL
.4
d�
I
. 1
-- aA
Co
mo o �
, � ri �ia Q—
[[w w ro 0 0
O N
•a_
A_
CONGf; w h >>
W�
x
d 00T, •5. : LOT 4 LOT 3
• " -d =B . "L 0 C K x 245
� d
47.5•' _ 42.1' 10.3'
x DRAINAGE
STRRETFIV AGBVNPOND 9b.TIx,
— m a 11
0.5' " wmNm
• CDNG
]12 712'
DRAINACE DRAINAGE 7N GOh�G
5R?tlC7URE 99.78 (M) STRUCTURE
100.00' (R)
SrOCK STREET
950' RIGHT—O =WAY)
V E Y� ???%/�► CI�ENOTES,
THIS
SUR
1. ANGLES ARE SHOWN FOR THIS SURVEY.
2.THE PROPRTY THUS SHOWN HEREON LIES WITHIN FLOOD ZONE x AS BEST
ASSOCIATED SURVEYORS INC. DETERMINED FROM F.E.M.A. FLOOD MAPS PANEL N0. 1 DATED 1989
3.THIS IS A SURFACE SURVEY
FOOT
ONLY. THE EXTENT OF UNDERGROUND FOOTINGS,
4 LAND & ENGINEERING SURVEYS PIPES AND UTILITIES, IF ANY, NOT DETERMINED.
4' 4.JURISDICTIONAL AND/OR ENVIRONMENTALLY SENSITIVE AREAS IF ANY, NOT LOCATED
#- 3845 BLANDING BOULEVARD BY THIS SURVEY.
JACKSONVILLE, FLORIDA 32210 5.THIS SURVEY BASED ON LEGAL DESCRIPTIONS FURNISHED. THE PUBLIC
904-771-6468 RECORDS WERE NOT SEARCHED BY THIS SURVEYOR FOR EASEMENTS,
aO OERTIF7CA�F.•Ofi=:1[tfTNORIZATION NO. LB 0005488 T1TLE, COVENANTS, RESTRICTIONS, CLOSURES, TAKINGS OR ORDINANCES, ETC.
S S tl �'•, THERE COULD BE OTHER MATTERS OF RECORD THAT AFFECT THIS PARCEL.
fi.UNLESS OTHERWISE STATED ALL IRON PIPES FOUND HAVE NO IDENTIFICATION.
1 HEREBY CERTIFf -TW S SUF#V�_-.WAS DONE UNDER MY
IONS
DIRECT SUPE[�V(�ION_ KI ETS.THE MINIMUM TECHNICAL L�OEBAR I�4tP.C.= POINT
STANDARDS P,O LA4D SURV�IN(3 PI}RSUANT TO CHAPTER O SET IRON PIPE OR .5488 P.C.= POINT F CURVETANGENCY
{�Dlro = COVERED
"ASSOC. SURVEY' OR L 8.5488 P.T.= POINT OF TANGENCY CH = CHORD
61 G 17— l A�Dkj1Nl� 10[1 ' _ F.S. * FOUND IRON PIN OR PIPE (IP) P.R.C. = POINT OF REVERSE CURVE
BY: Erb+ ! FOUND CONCRETE MONUMENT (C.M.) P.C.C. = POINT OF COMPOUND CURVE
X CROSS CUT OR DRILL HOLE CA = CENTER UNE R/W = RIGHT OF WAY
CHARLES'I - HATCHER -FLORI RTIFICATE NO. 771 (R) —RECORD (M) = MEASURED CONC. = CONCRETE B.T.= BUILDING TIE
CHARLES RUNG'f 4 11 Of FLORIDA i7ERTIFICATE NO. 4579 R =RADIUS L -- ARC LENGTH A\C =AIR CONDITIONER (E.T.) = EAVE TIE
RAYMOND E i#EFERtg F�dRUA. ERTIFICATE NO. 6132 O.R.B.=OFFICIAL RECORD SOAK In =WATER METER 10.= UTILITY POLE
O.R.V. =OFFICIAL RECORD VOLUME P.EQ. =POOL EOUIPMEITT —s= GUY ANCHOR
JOB NO. 19780 '3 Q-�]rr` a a , DATE OI—31-2002 P.R.M.=PERMANENT REFERENCE MONUMENT' —O.U.—=OVER HEAD LMLMES
B.R.L =BUILDING RESTRICTION LINE X—X CHAIN LINK FENCE
SCALE' 1 = 30 ;"s� y, DRAFTER .7.4 E.T. =ELECTRIC TRANSFORMER & PAD W—W WIRE FENCE E.H.= ELECTRIC BOX
s J.E.A. =JACKSONVILLE ELECTRIC AUTHORITY 0-0 WOOD FENCE BTN. = BETWEEN
------------- _- _ _ _1 - _ ----
Q
GENERAL NOTES:
GOVERNING CODE FOR THIS
PROJECT: SBCCI -SBC 1997
DESIGN LOADS: LL=20 psf
DL=20 psf
1)ALL CONCRETE SHALL HAVE FBE
EL LEGEND
A MINIMUM COMPRESSIVE OVER MASONRY OPENINGS SHALL
STRENGTH OF 3000 psi ER STEEL MODELS 4r ALTERNATE
LOYVS(U-0-H.)
2)ALL REINFORCEMENT STEEL
SHALL BE MINIMUM ®= s"OB LINTEL BLOCK OVER S'
PRECAST LINTEL WITH(1)#8
GRADE 60. IN EACH AND F ILLED,
3)ALL CONCRETE SHALL BE
INSTALLED PER ACI 318. p= 8"PRECAST LINTEL UNFILLED.
4)MASONRY SHALL BE INSTALLED CONTROL JOINT CONTROL JOINT
PER ACI 530-95 1 ASCE 5-95
J
U
vcza
w
•
•
•
•
•
r
�n LO
1 o co rol
V i
LJJ
• � 1
•
• F- 0
n
x
C) LL
•
• er )
LJJ
• r ,
CONTROL JOINT OD
Ire
r
0 0 0 o o IrE o o B
IIIfNf!/,
�, ti � -� ••-•• fin
HORIZONTAL JOINT 3 #5's VERTICAL IN SEPERATE CONTROL JOINT ( RAKE JOINT AND #5 VERTICAL AT EACH CORNER, } w�`�• A
� ) SEAL WITH ELASOMERIC SEALANT /' : —
REINFORCEMENT @ 16 oc. CELLS AT ALL OHD OPENINGS ) EACH SIDE OF OPENINGS,AND • z
(TYPICAL) (TYPICAL) (TYPICAL) AT 32"'oc. '
TYPICAL
1 -
APPROVED �
CITY OF ATLANTIC BEACH w V
BUILDING OFEICEf L
AN 31 2001 ^ I I j
z
co
s
j
SHEET:
S-2
_ --- l
.... . _ . _ .. . . . . . - -- __ ___ ----- _ __ _ ____ _ _ - --_ _.--- ------ _--- .. __.
.__ -:, . .
w
_ s.
., y
r ,:'.
..
,. I 11 ..:'..
•,' , '�
z
• -
•
y .
-.
.... .
.'
.y ... p
a..
.w : ,:
. '..'.
I
.. .. _
.�
-
,
,. .. n' _
n -
m mm
..
I
.. ,. y i,
" .
A J'
d
. r
a
a
I .; ,
•
,N / N
• • M i' ,n -
20 4
' 183
• -4 20 -4
Y
..
,
w r , , .. :_
r
m I
I m
•
204
r
�. �-
-
m m m I m mI , m 'm m m m m ____
m � m m a . m m m 11'm m m I mm I m I -----,-,-� m m - - I m10.9, m ---- m-,-,----� m M, m m, I m m mm m I m , -- r p
I I I m m I m M7 )j�n7 T-�7---�m-- I m , m I m -----I--,_ 1.2 11
m , ,m -T`� 1P
W .9
1 1
W A I
m . � m m � . I ,m T I I , il mm 1, m :jm- . m mSWAL SWAGE: SWAB E 3 ..WA SWALE 5 LE T
o cITY .
T , ,.
�- -r---- .. 1
., -
_ 5AN SEW
p _ Y _ - - ^' �' F�� .
l
F , L
_ � �
. - -'.. r- T PER OWNER ,A :, .. PVC PIPE. FROM DOWNSPOUT TO.RETENTION OR PER OWNER
' PVC PIPE .FROM DOWNSPOUT TO RETEN ION OR R W ER ,
_
r , - - -•-- ----- - ---------
_
- - _ - __ Q-'_ - ___ ___._ ___ _____ __ __._ '-_�_--- _ �__
" ,.
i.
_ .
. .
I. - __�
Ct=� � 'r L J
I
_,�__v , , . �.
'17 0
07 �,_v
t »....
I I ___ "V v
. "\V ruo V. I a7_ EJV , 1 . . I I . . . . . . 1, . . . I.- .
P ,
IST I I I Z�=j �� 1. /***\u I I .
.
- ....,
,
EAST
I .In I .7 7
o .
.
RETENTION ��i..t
L7 / I
POND o
a . 1. . I . . -. .. I.1 . I - `� . 11- I . - S: . I xl
I . ,
w1.
1 910 cu ft hU_
ac
4-- WEST
1 9 DEEP
yyy {,ArY'
M �" ' w1 - 1
. /ryi F
U .
1 RETENTION 0 1
.
I PQND T . I 2
. . I . - \ . 1 r 1021" cu ft
LLJ I 1 -6 DEEP 0 1 0
1,Tgr1. 1 __-r-�.
. - I x Lj
I � � �` y
. ¢ r:
. . . ,
. 1 m
r 9.a L1J
.' 11 I
,
(/) , in `1 UNIT1 ". UNIT2 UNIT UNIT4 I' UNITS 1
• �
J�- . I -t 4 .. . . . . . . I . . . . I � .. . . . I I . 1,. . . I I- . 6 1, . t , . , . a -, " F-- 1.7
��,,
Z .-- 1 / . 1. I.--
1 . 6 . . I . . I I . '. . - . / \01 - I . .
0
. - 1.7 ': 11 1 1 , �-
-
. 1
. .
v�
� WM ,,pp,� g•_3" 10.4 Q.9 ll� 1{.q pv� I I-�- % �
`Or
_
__ I
l 1 Q
1
' I I � �`� �- I 11'--7," I I I E_ 1.
1T t. I l I LJ .
1O -g I ( ^� I �~- � I I 8'-2" 4' 8'-2" �\ I 1 a
o----�--- i ry 1�� I _ \, 1 I w 0
I - � A f I �1
. '
�� 9 -2 4 411 .9 I , ��. I ( x ( - ( Rr�3'� Ill ,
,.
I I _ DRAINAGE PIPE .. I I I �_ �� I 9_ I I
. . ` '' TO RETENTION .�' I I -� 1. I �. �` ( �/ "_�,� _Y I -
_ I AREA � _ __ 77 11�
.
. . . . � , % , - . / Z"
N / I . `� - II
\ \
IN LINK I . .'
Q I . . �- .. CURITY GATE I 1
.
0 1 -1 \ ,� Id -11 __- . . I I 4 r o_ . )1'--3"® 11 •-7 ® 11
•�� y All
f• �
L I . .
�- ��- l
16-�
..,. t . - -
I
1
1
::_�,� I I.
. \ -.. .. ,
,
,
.. I 1
i
. .
. �w . I I .. I -- ! I I 'i
I
,
1
I " I :, I A�y I �A,r
L t 1 I1. .y
1q I .1
11
��_ .
I
1 "
. , 1
.. .
I
8.5
f
. �
oN--SITS BENCH MAS- I i I ( ��,_..
I
NAIL IN 20 SYCAMORE I I z ca A' , I s I
.
i N� 1 7r I
°' g0 I .
L �"
r-
SLOPE
�`
I - ) I
•
TO CENTER 1
F
r
I RETENTI I I
I 11 7
,,pp��
I . (& 1.1,'_1" 1• - 1}'..5 I I 7N®
11 " c..
. .{7�
1 J(/
7
.. I1. __ _ _-
, I _i�ki I , I I I -
. ,
. n-
1
__*_:7CHAIN LI ,
) L_ 0
I
"� I1 10.3 T 1 q.2 O'. S Q��Ff $--V---i'-�-�-;--- t19-6 11 1 D.5 �f �--� H� �fi�`1� �- 9_7 �ECORITY'FENC � 1
_! ----------� -
,_-, I ,
.. . . I 9 . . . . I A,-_, I , , I, . I ,'. /\\ . 9014 D
. ?\\
5' 15' ` '`� 89' 5' H
ca
q tvl M M M ' M I I I
c_� I 1
i�_ _� -
� \
. .
NN I 1
TO CITY TO CITY TO. CITY TO CITY TO CITY 1
. I \ - - . WATlR AT I
WATER WATER $ WATER WATER
. � �5°
. 1� . \ I I I . 1
I o>
I I (s ,,"-
lk
1 I a �, '/
. .
9.9 I I 4 ,�
.
II v .
II
.
WEST , 1 4th STR EET 11 ,.
.
Ill I
.
8.55
I
_ I
. I ', .
_. �.
_�
. .
•
0.0
. '-- I I s
. .
I W ,(� i IN ., c I
.
E 1
. � W+ � r) LY0 - I 1
f"
1 I
. S ii '
. , . Iµ` I I Ir I
. .
1' '
. 1 1
. .
I I
H MARk ELEVATION
. OFF-SITE BENG 11.00' .
��ir R o v'~E�
. R/R 5PIKE IN POWER POLE ON SZ CORNER P L A N T I N G L E C,1 AF ATLAIVtIC �E14CP1 11
MAIN ST. ac W 14 sT. .G E N D` W A T E R. R E T E N T I 0 ^ N G .A. L. � C U. L A T I 0 N S S Q U A R E F 0 0 T A G E S eurl,vlNa aF>:r
cE .
. 80
. IMPERVIOUSE 15096 ft 5q X 1 7 u n�WATER LING 6860
. .
. T
OAK 4" DIA MIN.
44X 1. 5 212 c
.. I. s, !4
"
--r-�- MIN. REQUIRED 5" 1 88 c i ER
n �
2Q E PERVIOUSE.. 5304 it, sq X 144 X 38 8 u n WATER.
61 .
. TOTAL PAVING 8236
" 36 ' 5096
.;, .
, ,
. .
TOTAL. 3O991B8 cu ;n WATER LQT ZQ40� .
. R 1793.5 cu ft WATE CE T IMP ------_\ERVIOUS .
OR MP
EVERGREEN MASS
R„
74�
,
r P : : Y
I ANY 0 THESE: CABBAGE PALM MINUS SELF RETAINING SOUTH BUFFER AND DIVIDER' 1 Q cu ft WATER
. . . N.
L 1.
. A
RED CEDAR
" „. T
•
WAX MYRTL TOTAL RETENTION.FOR PONDS 1783.5 cu ft WATER
E
YAUPON HOLLY •
. 8 - 1 _p WA*N ar RFa MO;
.. M
. ., .. . .. . .. . . .. ., , . I . . I I . . . .. I . 1 6 1 ,I.. . . I RED BAY WEST POND TO RECEIVE 891.75 Cuft WATER �� 1/ .1 I M G I L L I`A
. RECEI �
I . I . . I . -I . . I I " . . K wTE PMON� NUY9E7t ;
HERCULES cluE� 5/23/2000 , 904 249 0072
. BUMELIA EAST POND TO: RE .
. : �, CEIVE
. . . . .. .
. " $91.75 cu ft WATER , ..t
.
SIMP$ON STOPPER
.
out
1
SAND USSEl WAREHpU $ E`
„ .. , : SAN oAK ,
R
.
05MANTHUS Cit of Atli do god
•
• „ DRAWIN(/NUM6ER
��!
7
A 1 B E F R
I� n
0
C H, l. 0 IDA
(� a
n
; ' T � aNr c A •
ONE.. .,
,.
.
" 1. ,
h
1. I -
n r �
• 1.
.. .. t ..:
.. _ ,
..,gin. ,. :. . . fl� .. _
•
..rte � ... �' ,. � .. ..
III ,
_......- -..-..- _. _..... ... ._.-
.---.-.-
w
- -.
._. . r. .. , 11 -
1
M � •
,:
s .
F -
�, : ,�.
It
.
.
3
, 4
ij
, : i; ,.
.
r
., "
•
i
,
r
y
,
..
h
..
„ .1'
.: .. "I,
i
,
"
1 .,'
}
1
. .
... ,1 :Y
s
Y
. .
. ,
� ,
I
T ,
yy
"' ;, 3
..
. .
. .
••r
.
.
.
. -
..
� i`.
. - , w
. 11
. 4'--6 MIN. ,
3'-0" MIN 6" MAX; 12" MAX
. .
y. ., .,,
. 55 ICAP
HAND BARS
. .I
. ;
. � cI
. N I +-i
" .
F '�--6"
INSULATE DRAW .
do Har WATER
. LINE TO PREVENT TOILET ROOM ELEVATION �TOILET ROOM ELEVATION
• BURNS SOME WILL; BE OPOSITE HAND —V SOME WILL BE OPOSITE HAND .
. , • ..
163'-4"
t
�._._...�_._ _--- _- ------ . . .�,...,�....-__ -r.-._.-_-._-.__..- -.�._._ ._...____.-_ ---_-_- -..�.�..__ µ
.
1'-4" 1'-4" 1'-4" 1'--4" 1'-4" 1`-4• 1,-4" 1'-4" 1'-4" :.. 1'-4" 1'-4" .
. R
OWNERS METER F0,
[::a
A 7
" " » » SECURITY SYSTEM AND
12#-5" 12'-5" 12'-5 12 •-5 12'-5' 12 -5 12 -5 F12 -5 12��-5" _ �� 12'-5" 12'-5" 12�-1" 'PROPERY.UGHTING
-� _ �_8. -,--- 4'-11" iB" X 12" ELECT. METER 4' _ VENT VE .
3'-8" 5'-3" ,
. i;* , , � - -.4
---]
L � r�FILLED PILASTER EA. UNIT THRU WALL THRI ALL
BOC ', .
—r—�----
.
PAN
7'�O, " 7N6 8
❑ 1 ❑ " � / EH EL
w cL1 I . � z:- - i, I I . . cu - . ❑ ❑ ov
❑to I : ❑ a \?4 SOLID CORE METAL. . I #
'Z vI I ^`. RAM W/ METAL A 1. 'r
9 7
in � 40 T ILET � 11 6Z�l y
. a . % 2,8
�N
j 1�\
r� 7 KqHANDICAP
I TCII�ET ° '" . '.
y �y y '�. . d
1.
7 L I I r I .. I � . I I '.. ., I . . I y I . I I - --. ____j I .1 .1 1 -.1..
8 = 6@-4- A,_�:-4- . . . ,� . . I . I I I ,., - . I . ... I . . � . . . . I 1, 1 -4" 1
u I6 --5 5 -4 .-;w U S TO BE SET •
"' __j , AT 42" OR PER r' ,
. h BUILDER
u
2 HOUR FIRE RATED
. E .
. .
WALL SEE 4 C
6 �
. I. E
OPTIONAL
It
, _ _ D N .
.. r --I r - -I RAI r.. - -1 ,.
. ..r 1 r I . 6 .1 I
FLOOR .
[�
r � � I I I r-' -1 I ( r - -i r -- 1 I I
r 1 I L I I ;t.,
I I I Q I I I 0 l 1 I �+--�� I t a iCA . �
. I I I Q , I . . OPTIONAL OPTIONAL ROOM }
N L.`� J , L.. ..._ J L J I
L. J I _ J I I ; : SKY LIGHT I . I i EXHAUST FAN I
.- I I 1
k. �. J } 1. Ti I l~ J
_.
n �
. ..
ODE ',
•
S OKE DETECTOR 6'
i C
TECTgR
� UNIT1 UNIT #2 UNIT
#3 UNIT #4 UNIT #5 r
R• a
:. S) Q; -�j I.' � 1-�
• .
32'^3» 32'-6" 32'-6'f 32'-5" 32'-3" '
_�.._..__- _�..._...-.-..-. __-
. 1 4TYP. HID LAMP - 1
BARD OISTDSR
r
- 1 }� 12' ROLL SOLID CORE METAL `
DOOR W1
w/ M A4 LL UP DOOR . . .,
OWERHEAD SERIES 600 OR FIRE
PER BUILDER EXTINGUISHER
3'x6'8 .
TMTT�� �� TrMT7r:�= ��
. HB EA SLOPE SILL
. _ - .
UNIT
. . ,: 7 SEE DETAIL
- ,
B
7'-3" 6'-3" 6'-3": 4'--3" . ,
a 6 7' 3"
.
= =
13'-6" 12' 9'-6" 12' 12'-5" 12"--5" 12� 8•-3" 8'--3» A 12' it
9'-6" _- 12� �_ 13�-6" .
-cm
� F -
."
Y
1C; 1,-4» 1�_4" 1 �4- 1�_4" 1'_4" 1'-4" i'_4" 1 _4M 1,-4" 1,-4" 1� 4»
I " .
.
.
.
. .
1.
. , . •
. ,
.
. . . 1. , ELECTRIC NOTES:
•
1 ALL WI G T IN MET O UI
. WIRING TO AL CONDUIT.T.
. 2
? ,
, • . CONDUIT AND FIXTURES TO BE SURFACE
. I MOUNTED AND NOT TO PENETRATE WALLS,
N EXCEPT WASH ROOM WALLS.
. 3. ALL OTHER ELECTRIC, PHONES, SECURITY -
T
. TO B ,'
1 A3�� BE Y ENANTS QR PER BUILDER
r YW .
.
.
.
S
. SEE SHEET S--2 FOR VERT. .
. .
STEEL REINF, DOWELS IN
. I 1. FILLED CELLS AND PILASTERS.
. .
. ' ,. SEE SHEET 5--2 FOR
. t - ,
. .A, CONCRETE'LINTELS AND11 I
. CONTROL JOINTS
. I .
- 17 1 . . .
. .
. .: , .
. .
# k,.
. , ,
. q r,�,,I,, ,..460 , '' � F L 0 0 R �' L. A N
.
1.
,
.
. I
, / •:�. XAM 3/16". �.. 1'—p" nr+�+w►I PX 1 . ,� 1 M G ! L L' 1 A. M rtcv A . `
I �I fir"i E ,f r\ OATEs PMON •
. : .
;. ,�� /
f; �''�r /%'•.f,� 5/23/2000 c r+uwa 904 249 QO7
. � . s em ,
`r'
. fs R
. - ti : I � .
. . . . .
, - - ���, u11,1.
I .
. .
I - I .
, �, J
n �
USSEL; WAREH :O.� U. SE 1.
, `
.:; '"..-I
, . I
1 .
I I . . I , , .. I ..
1 OF
.
Gt+AANnI�Q N�
•�� yi F 1
'r�^
,, t e * ATLANTIC BE
.,0 . , H'
7
. . j
"', j ,
II
AC LOt� DA
.. . . .. -
... f.. -
..: : ;, I 11
I
. - . .:. ..
4
.. .n
.. .. r
.. ,.
r ... .----. . .. . ... ._......- .. l _ -
,:I .
• .
,
.:..
-:,. -
d
.
r
A.,
1
. : ..
Y..
.
r
.. -
.., 1„�..
- ..
.. -
- F~ '5
. 'd .. .
: .. - .
,
..'.: ..
I �.
.
0..
.. .. : A
.. _
�.
. .�.. - „.
,..
h :,.
..
- -
.. .. ..
e
a.{
. . .,. ..
.
r.,. _ .
z .,
..
',a, .. ' '
. _ ..
.. �.
• � .
h
. .
..
.,
. .
•.
..
, - • ., ,
.. ..
.
..
.. .
. d I
,
.
a
Y; : . .
. .
.
.. .
.
..
. . �
163'-4” .. : ,
. �.- - -----_�__
1.
1•-4" 1'-4" 1'_4» 1'--4" 114" 1'-4"'. 11--4" 1.�4r 1/_4r 1,_4r 11_4M
121-5" 12'-5" -' 12,-5" . 121-5" .12`-5" . ' 12 --5 ., . 12 _5 12t-5012 -5 12 -5 12 -5 12'-10
, . � 12L
- : T L - 4'
. . 3/ 9" 1
-- I . I . . L � , ::j
�,
. . 4 1 . . - ---L- . .
SI
. . ____r- L I . - L .I
L' — — — — ..
r" --F—----—_- _— ._,_ _..--- ---- .._ _ �, _ _ -- -- s — ._ .._ ,.— __ _ _ SILL
--- -- -- - ---- -- --- _ _ SILL _ _--- - — - — .. _ _— —-- - w _ _ w w SILL - - _ _ - —— - — - -� �. _ �. 11 I
. I I _ _____ ____ _____ .. _.... ____ __ _. __.. . , . ...-_, _.-_ .__._ _ - - ____ - - - -_._�_ _.._... ._.._
I . . . . I I
..
I . . . . I
. ,
I I
. .
. .
. I
.1 .
. .
. . . - . �' � . . .
. .
. I I .
. ..1.
. . . . I . .. . I'. . .
. .
:-
,.
. .
. I
.. �. . . I I . . I . I . . . I . .1 . I . .. . I I.-. . -.,,.. I I .. I.. I . . . � - . I . .
..
. I , . .
� '
. . I . . � ,. . .. I . ,I
. . I . I . I - . ,I
. . I I . . . I I . . . 1! I.: � I.I I ,. . I I I . . . .. I I I
. .II .
. I . . :� I I . I . I . I . . . . . . . - I 15 VERT IN TYPICAL .. .
i 7k:�
I . I . ,..I I . I I I I I . . . t� FILLED CELL
I
n
. .
,.,,
I )
. I
. R � I '"
I
I .
I
. . -
I
a INCREASE FOOTING TO
I I 2'--4" ® PILASTER W/ .
I .
,. :
_ _ QINr s C.W.
II . . , I . . . . . . "I ., I , I , 1, . : ,�, " . . .. - : I . I�l . 11 � I �j I
O
.
,
�' j
. I '
. I FOUNDATION
.
,a
»
,
:. b ,, ;, • � 8 ,FILL ALL BLOCK CELLS W
.' , .
.
1.
. . . ,,
,: - , ,7 F.` ALFIBERMESH CONCRETE
.
'
S 2 TEE
IZ�'�
y; .
` E
S EET -- OR 5 PSL DOWELS N LL D CELLS I
.
_ 1
I
SLOPE FLOOR DRAINBUILDER
I
. 11D E
" DRAIN ('
_.. I1 I .. . . i AS RQUIRED o0
- cm Q. ----- — : O - -- r—� - �. ..
N
II
.
I
,,. .
'St
I
. ;
I '
,r .
Z4" X
1 a" CONCRETE
i
I FOOTING W/ (3) � 5 S I I I
I i
CONT. - TURN OUTSIDE I 1
- I ) x BAR AROUND CORNERSIt I
I - '
. ( 25 O.0 U 0 N
Ij i
I . ;
. I -
. j I
I
32'-3" 32' 6" 2/ 3M
1 32'--6" , . 321-6" 3 1 L I
. II
I I . . J I
A
. , I . . . . . . . I I. I I .I � . I v .
TYPICAL 5" CONCRETE SLAB I I
.- I 3Ogq PSI W/ FIBERMESH I I
.
II I �
II
I
I
III ; II
SILL SILL SILL SILL. SILL SILLl�- --, SILL SILL -� — .. r . SILL w r SILL �'
,' ,
. .
1 .
�
. 7 --3 6 -3" 6'-3" 1 4'--3" T_3r
r ._6. 12r - 12'�-5" 121_5» 12- 6 -3 8 -3 12 90-60
iZ 13 -6
13 --6 12 9 � �_ _- -
1/-4" 1'-4" 1'-4" 11--4" 1'-4" 1,Y4» 1/-4" 11-4» 1/-4" 1'-4" 11_4» 11_4»
.
. ..
. . .
. #5 CONT.
a* .
. w TYPICAL. SLAB
a .
. : � p{ ,. '
o.
SEE SHEETS 2 FOR PERT.
• � ELS
N STEEL REINF. DOW N
TYP. CONCRETE 2 FILLED CELLS. p
PARKING
AND DRIVE
.
. .
t .
'
. .
y
a :,
. ,
VIBRATORY' TYPICAL FOUNDATION
__j
\N I / +
o
I-
COMPACTED WALL' �- FILLED, W/
. / " ,
*.
CONT. EXPANSION JOINT CRETE
. . . CONCRETE .
. .:.- '1:
. E ► DING F . 11 .
WHERE DRIVE MEETS BUILDING
. .
. .
. S , I L, L. D , ErT ,1.A I L.
`
11 I
. ,
. .
N L
,, . .
I .1
r
U T i.
F 0 D O N P A N
1. Y
w .
,.
i �.rr
.:�' .
.. ,
_ i 1L` �� '••I � ••+ YCJ11.Ei " � ' " OiiAWI!1 8Y Rl:Y1SE4.
•, �. .11 A ..
• n.
.' : � :, .' .. ter,..',.
'1.>: •. DATE PHONL NUi18F.R I REYSEAt
. "w��� ����. 35/23/Zoos q 9O4 249 007 � � ', ,
1
`.•
n "
. I'll1. .
1
r; r�
1
W R.
RUSSEL A" H U
. .,{,.
E 0
. e . j( p. -�
.. . Y •' ..
r,
. . ",� —
� . I I . .11 , . , I I
n
_ . .
11 I . . . % I Ia i
, . . I . . , I �f
f,
. � , ATLA TIC Bl; ACH, Fk, O' RI A
' ' w
::
I R
.,I ..
,
. . -71 1
• '.
is
4� q
-
.
.. .: _
.. .,:. _
.. i :.
w
..
.�..
a
'
. . ......---- l
. . - - 1. � _
_ r. . . — —
M .
w ..
r .
.
...�.
.r' .. ,
•
J
� i l
.' ,., ,�
I
, . . I . : .
I .1 �. .: �" ..
,
: ... ,. , „
,. ., . '
.
. ..
,
..
4
.. : - _
.� .. -
.
._ ..
..
I
I
.:
,
..
,.
_ '., ..
..
u 2
•
.. - "
: .' "; , ..
r .,
., •,
r ,' '�,'i
ire
,. , .. ,
.. ..
.. .. „.
t
1
S
t
i
. : ,I
. : :
h
. ...
,
. �. 1 I
: ,
.,
.
.
..
''/ .1 9
11
'' I yJ:
. - r
. .,
1
,r , J'"
3
..
I
_"
^ f
r m .
•
. � ,. 4 ";
..
'-
1 4':
„.. _
•
'A!•
'.:"
.
al , 1' }i
I t
I .1r:
n
I. -
.
.. .. ...
'lI
.
y:'1��>
.. .. �,,
.. '..a:
. 4�
3'_6" _ 155' •. TYPICAL`JOIST 22K7 .. i 3._5„ ,
STEEL 'BAR JOISTS S �-O" Q.C. .
. ..
. . -,,
. '
REAR CONCRETE BOND BEAM..
,
.
1. - / . I I . I . . I . i
. " ..:
. - .
.
. .
, A
. .
. .
.
5
. � �
(S71. y ry 1�.
�i;:
. .
q
tL
W lJ W 8
. .. CCI p_•
� ..
r r _ _ y r
4 m x x � .
a A N' N • N „x N
[q i '
O C7
1
U A ' � _ i
, , X
„
. O „' .; d
z � F, � ' .
r x
O
co -
4
U
Q
J �
• - �'
. , . '
O
I \ V O O O Q
O _ F V
z x z .
O , 6 •
r r w r r r~.worm.r .w r- .� Y r ------ - -/---------,---- r Y r w r w r r r ... r r .
..
,.. '' -.
r r r r
a . .
'.M1.. n ..
' C r I.
a
p. .: (�
,. 4
O
. i
CCI
. :. k
•
.. 1. S r.
3 .,.
I d Al
V r.
.
t a .11
a .
F ,.. .
.
/- I - . r r r r ..w r r r r ti - ----.-----.-�-- r +wrrw r w r r r r r ----.-----.---- w r n,r r r��r
I :. ;
I.
. . :- ,. ,
. "
I;. 1
.. �
. ; '4
. r�
.'J
L-A" -rmrl a , . d3 - - -8 . I I-..J Mu E-w-V � ... L.ILJ L j"] .
.. � z L -j . " -i --- Zj . ! ;;j . mi CL ----- .. :3 = dwi N I ." .... 11 I �'.
;a, •
FRONT CONCRETE BOND BEAM ,
t
B `
6
. (3) ROWS OF DIAGONAL BRACING
• - REQUIRED. BOLTED CONNECTION
® CHOR I P
DS AND MDS .AN
. ,'
DESIGN LOADS FOR ROOF:
. +,-:
I
DL: 20 PSE
. .
LL 20 PSF
1015
..
„ DESIGN AND INSTALLATION OF' STEEL BAR T
SHALL BE IN ACCORDANCE WITH THE
N ; , STEEL JOIST INSTITUTE SPECIFICATIONS.
. .
VM
. .
.. .. h:
.
S
'
. .
,
. .
. .
;I
. .
.
. .
.
.
,
.
L
'"
"
I
r
..
I ,"
. - .. ...
.. , .
r
1 �
. . . y
IF R 'A' M N P L
A N
P
\ \
.
a �, '�.,
,
�� t
. ,r / REY
+ el 6 1 IA
t �.. .., /•� : 't 3 1 � _O aw�rN ar I � wG I !. L M
.
. , .
.w " *
:
,�' ,t ren'1 .�.�Obl .••�
t/'• °^t�' 5/23/z00Q PHONa reu►�ae►s 904 249.OQ12' REV15EiJi
. , �AI•
:
..
. J i�
..
• '' '> .�
.. , -
`} y'. �.•
„ -.'.
1
�-', , , ,� R U . SEL ; W R E H 'D t1 S! E
r M1 4
1.
,, p •r
.. ,
. .. .. '. r
r^ rf�I � ��
r^ A
. 1.
. ,
11
. DRAWING NUM6FA.
1. �.
7`
. •
a
v
. r I
T AN1' f: C B
• .
,�
,
- � �� •�� .; A �- E A,.c H L a D A .• FD U R :f
of
a ,,
11 IW
'h , :' J
,Y
q�
n :.
T
;. ,r.
,
I
_ .-----... _ - -- ---__
7 _ - -
:,,. ,, -
.. -
%
s " .
-
r
y
11 ,t,
•
"
I.-r
M .
�, ..
C. .. e
„'.
r
. ,
• r
c
I. .
,
,lII I..I...�/.,I.I . .. .I I... II.'".I."I..I,1.,I�1.
e ,.
, "..
t
-
r,
. .. '.
, : ..:
I ...
. .
.
', �.
„ .'
E .' m
. ,.: ', : 3
• , : . . FRONT pARAs -
• x
..
.,./;.I,,,�I,,.1.,I1I1-.,,.,.,.,�,I;-."�..1,I I.,.�I,�,,;,�.,,,1,1..�I,��1."�.,�,I�"-I II.. I.I,
.'
BEYONp, HIGH CAPACITY ANOQ ALUM
.. -
GUTTE AND DAWN SPOUT SYSTEM ..I / I R BON
I1
I.
. ; BEAM
..
, .
,i.
,.
.. ,
.. .
.rl'
�..
. � —
- .,'.
R
EAR
- :. `
. I. BOND
. BEAM
.
. - .
e. .
.v
• -
..
..
..s - _
'^.'I..
� DOWNSPOUT DOWNSPOUT
- . • .
•. .
q
. .
a
1.
, 1. I11 .
N
. .
.
r EL80 IN DS ELBO IN p5
SO THAT PVC S0 THAT PVC
.
E . WILL PASS BY WILL PASS BY
PILASTERS Ll PILASTERS
.
. .
., . I - 1 . . . 1, I I I I , 9 I , . , [A — . . I I- __ LA I I — — L�zl i - -_ _____
. A
-�-8» MIN PVC PIPE TO R•ESE�T.1Q►�..__-_ ...0 METAL SWING DOOR ` Y�Y_�d1�rP�'YC PIPE TO RETENTION --�
.
�._,._ .. APROX GRADE ._-----:.-I
ra
. PVC PIPE FROM - � PVC PIPE FROM
. 11 . DOWN SPOUT TO DOWN SPOUT TO
RETENTION AREA " . .. RETENTION AREA
. REAR ( N-. 0RTH .) EL � EV. NTi0NI . ,�
.
ROOF LINE ON OTHER ROOF LINE ON OTHER �a
SIDE OF PARAPET SIDE OF PARAPET
_ TOP OF
. BOND B .
— .
. TOP .OF . BEAM
-- — � _ � � - - — _ _ T._ .. . T , _. BqN[� BEAM _, — _ � - - _ — - _ _ � � � _ � _ � — _ � w _ —
ALUMINUM
GUTTER.'
ALUMINUM
. , . .
Dowty spout
.
. .
I
_ _
.
. 01.
. x" f . N I ..
-
. ..
, 1 .
F., t '
I
.
.
. .
1 y * . .
. SLAB
. �; ,
.
. WATER PROOF .
STUCCO SYSTEM PVC PIPE FROM "PILASTER .
. DOWN SPOUT TO
.RETCNTION PONp
R I G H T S I D E1 . ,
( EAST ).
LEFT SIDE ( WEST )
.
. MOD ALUM CAP I
. -
. .
.
. y. .
. . .
TOP OF
- � BOND BEAM
. . , +• —
Z� . . . . . . . . I . I .. . ." . '' , D 0 ,�le. t)po . �. : - . I � .� ., ( . I
. p
ll
. .
, .
d .
. ` 9 t
. . . . . �► - � I .
\ ' v
. � � \ i
co ,
. N .
` \
S\
..
;. -I ! I .I . I . I I ( I, . . , . I I I - I . . . 11 I I .1 I . I. tl, I . .I ., I . .k . I . . . o . t . � 4 , '' . . I I
.
�:* ,, " I . . i p- . . I . - � -. . .\ . . I . � . �I � I . . .I . . * , ,. . . ��
.
� , ." . I . I .. . . . \ . . .. . I .I ..., . .. I I ____r—— \A. . I � - . I . ...
.
. SLAB
. .
. .. .. WATER PROOF TYP. STEEL SWING ' TYP. ROLL UP DOOR
. . ,
1 .
. . P .
. STUCCO,, SYSTEM DOOR W� METAL TYP. MASTER .
FRAM E
.
.. ,
• , .
. .
. .
.
. ;. .: .
. - , 1. .
. .
. .•' RQ. NT ( S, QUT .H) � E �.,�; EV.:� ATIC3N.
.
-
I.
I . .
.
„
,
:
.
.
. r
' .
.
.
'..! . • ..
.. ": .,
a
F ..
Y^.
_
'.I
.. r
. w, cr.,r.
�. .. '
:,. : ,,
j,lz
ll
11
.. ,. ,
... ...
:. -
. . I - is r.. N " _ ..
.. ,'
p,►,e: 5/23/2000 prroNa Nu►�e�re 904 z49 D072 �
�.:,.
,
W A R
ROSS L EH; USE
-
.4
I :. .., .. �,p.,r�y ,„1��p��
,.
Y
,
MTM.O ^VIlIMW. .
' ;�' G N. F L R 1 L) A FIVE '
., .. .. ,, ATLANT: IG l3 EA ,'
1 .
.
. - .
. .
♦. y
1.
,
,. '. ..
"
- ....
,'..�. _
r
., » ,
.':..��... '..:......._m � ... ..�..... w,. '. �( _......rt:uKwn.^S�M;.f•C G-m•+�wwrn...wiu..w. � t - - - -.
r
..------ - � .. _ ._ ..-.. . I
- - -
- - - --
._._._
t. .._ . . --- - r
. . ,. . w„r
- ��
w
Y,.^.. I , , , I I. I...." I 1.�i\
-
f .,, I
a „'
.. .. ,.
A
,`
•
.. '. .. ..
y
:.. ...:
', .. � .. a :. ,,, ..
1.
11
.: -
.:. ,
I "
,
+
,
,
,
r
w
i
I
w.
:i"
a.
.
I
^ ., .. w.
.•
'. .. ..
r .r
..
-b
r w. .:.. .
..',
.: .,
.. •'...
.. .. i
,. .' -
.. 1.
�'. _
I
.. .. �. , -
:. ,.
.. , : ..
r'
_ ..
.' ..
.. .,
_
L.
:
i
,.
„,.
.. .. .. - A
i r.. ..
.��;
.. .. 2. ..
r
�:
s
. is ;
P.T. 2X BLOCKING1.
»' . ,
W/ .
. / !
2 DOL a -
ANOq: ALUM SNAP' ON .
T - .
413 O.C. & 0 COPING SYS EM
. ,
INSTALL P MANUFACTUR R .
CORNERS
. . . ER
,
.
t.
.
ALUhA FLASH &. - .
. ..
1.
COUNTER FLASH1. .
. -. "I
. .
l �TH ,, , s
ALUMINUM DRA N RU ' t
SINGLE PLY ROOFING •
GRAVEL STOP , .. USE 4" WIDE BLOCK OR ., + 1. " i
BREAK 8" BLOCK FOR , t . . ...
,.
CONT. I JOIST SEATING SPACE '
.
•
I
FILL PARAPET W/ CONC.
ANGLE PERL ITE DECKING
ALUMINUM GUTTER r { ( `
. , _
1 . 0
I #� " . �
A rr
GALV, ORRUGATE I {{ '" .. . I O
c
I I . I ,
`�� ROOF DECK {t A ' . T I -L . , .,. . I . : ,�,�
. I {{ � I . . , . .
SCREW QR wE�D ': , . . .
A
Fj
STEEL; ANGLE SET TOP PLATE IN FILL CORIGATED DECK
STEEL BAR JQIST ® fiQ 0.C. II SLOPES Wf ROOF {I 1
BEp CSF U!_ DES U411 VOID W/ FIRE RATED ,
. - MIN {
RATEL? CAULK. -- FOAM MI EP
STL ANGLE ANCHORED » RQQF DECK PER IDE j
�{ 4 X 4 X 16 X i/4 W/ 1/2 NELSON STUD. EA- END , 11 ATTACH PLATE TO EACH S
41 IN CONC. 9 EA. JOIST : MANUFACTURER
I" ,
-4;-- . .
I 1� I " 4"
. .
. . O �:
Q
GENERAL NOTES:
GOVERNING CODE FOR THIS
PROJECT: SBCCI -SBC 1997
DESIGN LOADS: LL= 20 psf
DL= 20 psf
1)ALL CONCRETE SHALL HAVE LINTEL LEGEND O W
A MINIMUM COMPRESSIVE (AS
INTELS OVER MASONRY OPENINGS SHALL
STRENGTH OF 3000 psi E POWER STEEL MODELS or ALTERNATE
FOLLOWS(U.O.N.):
2)ALL REINFORCEMENT STEEL
SHALL BE MINIMUM �= 8"OB LINTEL BLOCK OVER 8•
GRADE 60. PRECAST LINTEL WITH(1)#5
IN EACH AND FILLED.
3)ALL CONCRETE SHALL BE
INSTALLED PER ACI 318. B 8•PRECAST LINTEL UNFILLED. W
4)MASONRY SHALL DE INSTALLED CONTROL JOINT CONTROL JOINT
PER ACI 530-951 ASCE 5-95
�j D
F-
V
r . . . . . . O ♦ . . . . . . . . . . • . . . . . . . . r r . . • . . . . LIN • . . . . . . . . . . . . . . • . . r . . • . . . . . . . �-,
� B B
rw Orlt-
••
m CN�D �-
a � �
a LL
• W
U1 —j d7
.. C) Z Z lL
0
U r
WY 0
w • J ()
CONTROL JOINT < 000
0
w " r a
h-a—i
rf)
Irew . . . . . . . . . . . . . . . . .o - . �0 0 Y • • 0 • . w w-. . .
. .
!/r
IND
CONTROL JOINT RAKE JOINT AND
HORIZONTAL JOINT CONCRETE PILASTER WITH #6 VERTICAL AT EACH CORNER y
SEAL WITH ELASOMERIC SEALANT = °•��� co
•`�^.� '=
REINFORCEMENT @ 16 oc. (4) #6 s VERTICAL AND#2 TIES ) EACH SIDE OF OPENINGS,AND .. o
(TYPICAL) @ 12 (TYPICAL) AT 48"oc.
- ,
(TYPICAL) (TYPICAL)
' a 1
OIL
� �,�.:.� � bra R • �.
R � �
�Irlltll4�1111
r—I
w V
w
v
SHEET: