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Date Approved
Name of Business The, —Pi ne- i & le- C 1(17tk or Type of Use'
Address
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{ r P.C.'STA.I03t16:13 PT STA. 109423.91 v - ��� � R. ?O7.22 That part oftthEast rofwAirport Boulevardest 1/4 of s West oofsLake 2Mary uRoad,
2 3 0' 1 50, S0' 195' 2 3 0' „ _ Range 30 East,
���-�}._-_ g ° ` ` L. 276.08 less: the North 660.60 feet of the West 623.97 feet thereof and
s 5 Zl ZD�E less: the North 666.60 feet of the East 327.36 feet and less: that
_ _ _N �part of the North 666.60 feet for right of way of State Rom-46A
_T EXISTING- ; 98.96' - ��,� and also less: that part of the Northwest 1/4 of Section 2, Town- 0 50 100
N a \0 17 P GC: 5TA.113 110 05 20 South, Range 30 East, lying East of Onora-Grapevi 11 e Ave -
ship �- - 1 ~- nue and North and West of Lake Mary Road, less the North 666.60
' EXISTING PAVEMENT ` 16 r \ feet;.also less: Beginning from the Southwest corner of said North-
.. N o _ ° y3 GRAPHIC SCALE -FEET
6' \\ � � '� �```~ P.. R 113�89.BB west 1/4 run along the West line of said Northwest 1/4, a distance
12 of 989.78 feet; thence run East 103.02 feet to the Easterly right
t a R_IUD. ?, �` of way line of Onora-Grapeville Avenue, and a Point of Beginning; Also described as follows:
s' - MI ° 1 11 right
A 47.78 BLDG • N Q 2 7 � ., thence run S . 79 07 59 E . , 423.79 feet to the Northerly
17 0' 19 5' 2 3 0' ' ° °
p� h� BLOG No 2 RP �� of way line of Lake Mary Road, thence run S. 42° 58' 33" W., along A part of the Northwest 1/4 of Section 2, Township 20 South,
r \ e said Northerly right of way line, 400 feet to the intersection Range 30 East, Seminole County, Florida, described as follows:
6 ~' of the East right of way line of Onora-Grapevill eAvenue; thence
9B
P.c.STA IDliaS
run Northwesterly along a curve concave Easterly, having a radius Commence at the Northwest corner of said Northwest 1/4; thence
of 1869.86 feet,a central angle of 12° 15' 24", an arc distance S. 00° 00' 00" E., along the West line thereof also being the
r` - o =6t45 0 ° �� �O �`; ` , of 400 feet, a chord bearin of N. 33° 19' 2711 W., to the Point
g centerline of Airport Boulevard, 666.60 feet; thence N. 90° 00'
4 5 '5 0 MPH ° q3 41 r, \\ of Beginning . Subject to Easement for Southern Bel 1 Telephone and 00" E . , 40.00 feet to the East right of way 1 i ne of Airport
to, STRIPING ACCORDING TO I _ s °?i / \`�, records of Seminole County, Florida. E., along said Easterly right of way line, 904.98 feet to a
'- Cp , i Telegraph Companh, recorded in Official Records Book 174, pages Boulevard and for the POINT OF BEGINNING; thence S. 00° 00' 00"
STANDARD INDEX 17346 B ' ' N 3 �'
22'L and 223 , of Y 9 Y
I� I� A° I9.83 \�' a �,, point of curvature of a curve concave Northerly, having a radius
} F. D.O.T. 5' O A= 304,19, T' 414� �� "� f \ ''� of 1869.86 feet and a central angle of 140 56' 21"; thence run
SEMINOLE COUNTY TRAFFIC ENGINEERING T' 153.3D
DIVISION Z tr-°a1`;`ZARff' ,i 487.54 feet along the arc of said curve to the end thereof thence
aiel P° gWIDERSPHRLT y , PARKING RECAP S. 79° 07' 59" E., 423.79 feet to a point on the Westerly right
t} PATN CTyP.) 5 WIDE CONC 51DEWA�KCf ) - (� ��,� of way line of Lake Mary Road; thence the following five (5)
y 0 RE EE N EION / DE f EN f ION \ ,( ;
J, /� courses and distances along sa.d resterly right of way line;
T1(P CAL S RIPING AT ENTRANCES FOR N AREA N0.1 \ HEOUIHED'---1.5/UNIT ° 84G thence N. 42° 58' 3311 E., 670.61 feet; thence N. 38° 12' 39" E. ,
5 N _ ca 242.43 feet to a point of curvature of a curve concave Northwest-
,' uh, AVAILABLE . erly, having a radius of 707.22 feet and a central angle of 220
LA E MA Y ROAD AND AIRPORT BLVD - 22' 01"' thence run 276.08 feet along the arc of said curve to a
<<r f 1 5 OD°O1'9D" W co N ` . ' NORilALUO X ZO) -- 829 po•i r;t of compound curvature of curve having a radius us of 1027.89
z I �o 'c H GRP LIZ X 20) -- I7
3D.OD ►r, feet and a central angle of 15 15 14 , thence run 273.65 feet
\\ \� ` - -
��, ��P, along the arc of said curve to the end thereof, thence N. 000 15'
TOTRL AVAIL 846 06" E., 268.58 feet; thence N. 89° 52' 20" W., leaving said West-
`�h P.1. STA. 20ZtZ0.Zq 1 p' erl y right of way line, 327.36 feet; thence N. 00° 10' 37 " W . ,
7 �
s` ° , n , °� . 626.04 feet to a point on the Southerly right of way line of State
t N OO 1O 37 W rin„626.04 '` _ �� QQ �� Road 46A; thence S. 86° 28" 53" W., along the Southerly line
NN`s �Q ��' ` thereof, 340.58 feet; thence S. 00° 10' 37" E., 604.38 feet; thence
� R-3D.Od o PI. 4.98-
Z �Z Q N. 89° 52' 20" W., 583.97 feet to the POINT OF BEGINNING.
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EMERGENCY A[[ESS T: L0 N G Containin g
38.391 acres more or less.
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6801 LAKE WORTH ROAD, SUITE 201, LAKE WORTH, FLORIDA 33463 Cl(3051967-6050 1-= 3B 13
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XISTING FM 18 ~o I rt
EXTM Msl. STS 1ARCP GENERAL NQTEs: co 7-; n. ,,i_,,�
I�SjA" 1. CONTRACTOR SNALL OBTAIN COPY OF VALID FDER WATER,.SEWER I ; Y I J
Y,
l.
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ANp STORMWATER PERMITS AND POST COPY OF SAID PERMITS AT �! ¢ ��� D,m ,
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M. 4�.I4 5P CtTY OF SANFORD PERMITS AND POST COPY OF SAID PERMITS AT o VIWi4 W
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,ppC� �ACu ��l� 5��t5 SANITARY FORCEMAIN.
"'''�\ N
►c El\A'1�5 3. CONTRACTOR SHALL CONTACT ALL LOCAL UTILITY COMPANIES ;+`
\ PRIOR TO CONSTRUCTIQN TO VERIFY EXACT LOCATION OF EXISTING W ,
UNDERGROUND UTILITIES AND TO COORDINATE THE INSTALLATION ' N
IO LFSTS Z4 RCP OF ALL PROPOSED UTILITIES. 4
',ii 4. ALUMINUM BOX CULVERT TO HAVE PAVED CONCRETE INVERT, BOX W t M .'. r3
ICEREO END SECTION SNALL BE AS MANUFACTURED BY KAISER ALUMINUM. INSTALLATION W •
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CULVERT : 1,s,
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1 0 �-
EMERGENCY : e .: I PLUG VALVE Y W
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PANEL -� — -b.--- 4 . -. �,:.. s r - _�
I
� °�' �.•.. �; ' ' .p" -- --- � -OUTLINE OF W 1 -
x ALARM LIGHT a �. O METER BOX cy W
2- 4" x 4" REINF. CONC. POST � PLUG VALVE
OUTLINE OF ACCESS EMERGENCY BY-PASS
OPENING -
CONNECTION
F 3 D.I.P FLOOR DRAIN
VALVE VAULT
CABLE HOLDER
PLAN
ALTERNATE BOX
-
CONSTRUTION NO SCALE
Fi Yr,T nnnnFi ta�aAl jinn
r
D
j
W
C
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-
Z
W
V
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Z
LIFT STATION DATA
PUMPING
STATIONS
DIMENSIONS
ELEV AT
CONST.
DIM A
7" MIN
DIM B
6'-0" MIN
DIM C
99
DIM D
I' - I "
DIM E
2�=0"
DIM F
-616"
DIM G
10"
DIM H
4'-0"
DIM J
19' - O"
DIM K
I' - 4"
DIM L
I' - 2"
DIM M
DIM N
1.-4''
"
DIM P
5'-0ll
j
D I"M Q
I'
DIM R
1- 4
DIM S
9, _ 0"
ELEV T
Z 9.14
ELEV U
31.00
ELEV V
33.50
ELEV W
35.00
ELEV X
3la:OD
EL7V Y
O
N
.
lu
V • 4
2
V
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r
J
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l\
g' FINISHED GRADE AT R/W PAVEMENT SURFACE2 CAST IRON FRAME O
AND COVER
PLASTIC a o 0
2 TO BRICK
WOOD SHEETING W 2
JOINT PRE -PRIMED LEVELING COURSES o 0 0 o D
FILLER a o a o o a ❑
BLOCKING FORMS r', ''''� 3 O �' ❑ D
' h ¢ WRAPPER -.'+ a SANITARY a
z
❑❑❑❑ D o a o a
• � (REMOVE) - o ❑ ❑ ❑ ooa D D
STOPPER 18' MIN, 24„ o ❑ ❑ ❑ D
7k
:{.
X.3 MIL
2
POLYETHYLENE`+
:'.� :�.::: :.�.......•....�,.:. }- �" °y' COMPLETED
::f:•° ::�:::':..:. / ?�x�i, � :•..:.::.'::::':-:• r I �. r::•:�:: JOINT WITH
CLASS / ccwcRETE SQUEEZE -OUT it
i/•: BI TUMASTIC
LWISOIL TYPICAL
TYPICAL
COATING ttl
clt
PLUG TEE W/PLUG CROSS W/PLUG PLUG DETAIL s" wrE
CONCRETE + ; ..'. { 5"FOR 4' DIA. M.H. 4 OR 5' MANHOLE, ES 1
N.T.S. N.T.S. N.T.S. N.T.S. , • i COVER
ENCASEMENT �; "
70.
wrE w/ c •,: 6"FOR 5' DIA M,H. K%
T 6"SPUR JOINT DETAIL
GRAVEL OR .'•' N.T,S. SEE JOINT
DETAIL O LV
CRUSHED STONE '
d' _j
As REob.
�- CO Q Q.
TRENCH rMORTAR OR O TEE <D O 0 � J
WIDTH I MORTAR OR CONCRETE CONCRETE O r Y
O CHANNEL GROUT BENCHING y: • •'.:' I !�" m
4-1-BED
DISTURBED ����, �. �u �� 12 BRICK 8 MORTAR Q 1.'
���� ,�� �� DAM 1/2 DIA. _ _ 0 O
IL- UNDISTURBED HALF PIPE FLOW 1 �: O Q
i,
I� SOIL ASBESTOS -CEMENT - Z
CHANNEL i 0.8 DIA. p MANHOLE ADAPTER 6„ :. ..•CHIMNEY CONNECTION PROFILE `''#4 a9"E.W �' W W6 FOR 4 ;:-i i::'-::::::: A-`!DIA. M. H. 2 6 ALL SIDES (FOR DEPTH TO INVERT OF l0 FT OR GREATER) EFFLUENT cv Q 8FOR5 CROWN
N.TS.DIA M.H.NG COMPACTED SU4GRADEAS K GRAVEL 90° BEND
REVD- i MAX PRECAST INTEGRAL BASE CAST IN PLACE BASE `' MASS M.
USE AREA FOR 45° BEND B { ' '?:00
1 ..... CONCRETE LLI N
WYE 90° BEND TEE TYPICAL SECTION 45° BEND C '�
SECTION >,:.::_::::::r>
#4 a'i 9"E.W.
N.T.S.
NTS N.T.S. KT.S. N.TS. � LOT LINE
wrE w� t O --- PV. C. PIPE oc W Du M
3 STOPPERS 6' SPUR SERVICE LATERAL O N.TS. °
I% MIN. GRADE � COMPACTED GRAVEL OR CRUSHED STONE � o uj �
....13..:
r s
;t
i'
f
S
WATERMA/N
THRUST BLOCK AREAS IN SQ. FT. (A x B )
PIPE
SIZE (IN.)
900
BEND
450
BEND
221/20
BEND
111140
BEND
TEE 8
PLUG
4
1.35
0.75
0.40
0.20
L00
6
3.00
1.65
0.85
0.45
2.15
8
5.35
2.90
1.50
0.75
3.80
l0
8.35
4.55
2.30
1.15
5.90
12
12.00
6.50
3.35
1.70
8.50
14
16.35
8.85
4.50
2.30
11.60
NOTE: AREAS BASED ON SOIL BEARING OF 2000
P.S.F, 8 DESIGN PRESSURE OF 150 P.S.I.
NOTES:
I. -THRUST BLOCK AREAS SHALL BE POURED AGAINST UN-
DISTURBED SOIL.
2. BLOCKS TO EXTEND. FULL LENGTH OF FITTINGS, JOINTS
SHALL NOT BE COVERED
3. SIDE OF BLOCKS SHALL BE FORMED. WOOD FORMS SHALL
BE PRESSURE TREATED WITH PRESERVATIVE.
4, BLOCKS FOR ALL BENDS SHALL BE SIMILAR TO BLOCK
FOR 900 BEND.
RISE AND SPREAD OF BLOCKS NOT TO EXCEED 450ANGLE.
5. ALL PLUGS (STOPPERS) SHALL BE PROTECTED FROM
CONCRETE WITH 3 MIL. POLYETHYLENE.
6. SEE STANDARD SPECIFICATIONS 02620 "SANITARY SEWER
FORCEMA/NS" AND 02700 "WATERMAIN SYSTEMS"
FORCEMA/N
THRUST BLOCK AREAS IN SQ. FT. (A x B)
PIPE,
SIZE (IN)
900
BEND
450
BEND
221/20
BEND
111140
BEND
TEE S
PLUG
4
090
0.50
0.30
0./0
0.60
6
2.00
/./ 0
0.55
0.30
1 1.40
8
3.60
1.90
LOO
0.50
2.50
l0
5.50
3.00
1.50
0.80
3.90
12
8.00
4.30
2.20
/. l 0
5.65
NOTE: AREAS BASED ON SOIL BEARING OF 2000
P, S.F. 8 DESIGN PRESSURE OF /00 P, S.l.
a rs uH BASE 1-1 L
DROP MANHOLE CONNECTION
PLUGGED END SEWER MAIN MORTAR OR CONCRETE
NTS _
OF LATERAL - +' •
CHANNEL :.'�f':i'�'::�•• :,.
NO SERVICE :: P ;. t ,._ . 11 .,':►:':;; _`..
CONNECTION MORTAR
PERMITTED HALF PIPE FLOW
PLAN !8"OR Q
CHANNEL
STUB OUT
= > + W/PLUG NOTES O
' I. FLAT SLAB MANHOLE TOP MAY BE USED WITH .J
APPROVAL.
• _ _ 2. PROVIDE DROP INLET FOR ALL INFLUENT LINES
WITH INVERT 2'OR MORE ABOVE MANHOLE INVERT.
1
FINISHED GRADE AT R/W PAVEMENT SURFACE-),3, DROP INLET PIPE 8 FITTINGS TO BE SAME SIZE
�1"MAX END OF CHANNEL AS INFLUENT SEWER. `
' ' '''
W i FOR TERMINAL M.H. ! I 4. DROP INLET CONNECTION 8 MANHOLE TO HAVE it
2 1 INTEGRAL POURED BASE SLAB.
k � 3[ I 5. PRE-CUT HALF PIPES MAY BE USED FOR MANHOLE
CHANNELS IN FLOW -THROUGH MANHOLES.
CLAY PIPE 6. MANHOLES GREATER THAN 5' DIAMETER SHALL BE ® !
O N.T.S. PLAN STRUCTURALLY AS TYPE 'J" STRUCTURE BOTTOM I
° N.T,S. SHOWN ON PAVING 8 DRAINAGE DETAIL SHEET.
MANHOLE CONNECTIONS PRECAST CONCRETE MANHOLE 7 SEE STANDARD „SPECIFICATION 02610, "SANITARY
-
N.T.S.
N.T.S.mmj
SEWER GRAVITY."
THRUST BLOCKING
N.T.S.
Ld.,
U.
PROFILE
NTS.
P/,�
v
STANDARD SHALLOW CONNECTIONLij
N.T.S.
A
A RE D
R/W
BACK OF CURB
OR E.O.P.CONCRETE
4C.1. covER
COLLARLL
I
1
3"
I
PUMPER NOZZLE
�TO FACE STREET
LU
o
:,; •:
,:' to
HOSE NOZZLES
2 OPPOSED
'�
O
Ep6E �f T[�NLN
x 4 BARS
CONT,
Bo�xvE
_
TIE RODS � 90° -co
COMPACTED
VALVE a VALVE
,
EDGE OF ROR[1WAY
"'
°
BACKFILL
BOX - SEE DETAIL
/ //�'// // //7777/�J'/l/// / / �r // / i i// / ///
BL�G
//7I / 1l /
LAB�ti �V.
VERIFY ALI��L j _MUM
-M N VA POWER
UTI�I�Y CABLE WAIaMRIN
\I1i
/� %� �64
SECTION A9
FINAL ` / FINAL \ / MAN THRUST BLOCK
'i Z r_ - UNDISTURBED -''"
LIFT LIFT _ SOIL
BACKFILL BACKFILL
(NOTE 3) / `r NOTE 3 / = BEDDING: WATER MAIN I
a. . ( J •::;:.'-" CONCRETE
-.;;;.;._.;::,;.:.•, .. SUPPORT :. '; THRUST 8 CU. FT. OF CRUSHED
/crass rl STONE OR GRAVEL I
' p INITIAL ? _ soolsruRBED BLOCK
r.. ; ' /IL
LIFT
F
CONCRETE ` . . - ; : BACKFILL °
CLASS \ ; \ (NOTE 2) % / ? VALVE 61 ROX a
N.T.S. TYPICAL HYDRANT DETAIL - w
o o
` o N.T.S. o
MABEDDINGTERIAL I CONCRETE -• o U 0
$ o
(NOTE I J CLASS ►' e.' : 0
rr • Z-
///a��'i UNDISTURBED „
4 4 ' SOIL 4 4
V)
MIN.) (MIN) (MIN.) (MIN.) U-
CL A SS A CONC. ARCH CLASS A CONC. CRADLE \ O
2"GATE PLUG \\ h'" Ik
VALVE MEETR
�Ea K SUPPA\v.n s COVER
unulrv%.. "I
• �`{ PREC1510U DIET ER NOTES: MA1N W/
FINAL
nx UTILITY TRENCH DETAIL VALVE VAUIJ LIFT / 1. BEDDING MATERIALS SHALL BE ASTM D232I ? C 6 GRAVEL BED
�nP 2"PIPE
BACKFILL lI CLASS I, CLASS II, OR -CLASS III, EXCEPT ��P`0' sy „
N; T° 5.
W (NOTE 3) PVC PIPE SHALL NOT UTILIZE CLASS M.
N�1C WATER METER TD �E FIRERATEn � 2: INITIAL LIFT- COMPACT TO �95% MAXIMUM
U l, MUM STQA V R . 1AUER ZD INITIAL (AASHrO T-180) DENSITY 6' LIFTS. ®�V Q
,1 LIFT a 2 3. FINAL LIFT -COMPACT 12'LIFTS TO 95% C ,�-►►
BACKFILL MAXIMUM (AASHTO T-180) DENSITY UNLESS BLOW -OFF DETAIL
(NOTE 2) i n+ - UNDER ROADWAY AREAS AT 98 /o MAXIMUM
DENSITY. N.T.S. (� Q
� � a
• � o
4, SEE STANDARD SPECIFICATIONS:
BEDDING $ 02250 EXCAVATION 8 BACKFILL
MATERIAL ` A UNDERGROUND UTILITIES"
( NOTE I) 0 ` 02400 "STORM SEWERIS 8 CULVERTS" 44 QZ k
02570 „PAVEMENTNREMOVAL 8 � `�V l " CORP. STOP W/
l I/2 CORP. STOP W/ q Fs �`11
UNDISTURBED 8 8 RESTORATION / SERVICE CLAP �
SOIL 02610 "SANITARY SEWER -GRAVITY" „ SERVICE CLAMP 11/2„ I' q�V S I � y
CLASS B 02620 SANITARY SEWER - FORCEMA/NS /' /
F �� G
l%2xl"WYE (/)
�' I �► i�
' PIPE BEDDING I „ CURB STOP ,7 ;may' I " CURB STOP l.Y ,
N.T. S. / may" ' '<
' r
TYPICAL SERVICE CONNECTION' DETAILS
N.T.S.
f
i' ouAe[ rER
r*AAW a COVER
RETAINER GLAND
-mv r - ty! VAL vE
Q.)l AAO Nar[
N 11
AAW
450BENOS WA R I STA/NL c'SS STEEL RELEASE
G'L AMPS (2 EACt-) SE',YER
vAcvur
VA VL 5rFfL SrVAP W/
-WAIN • r'
,
• ANc�x �oL rt '
SECLR[O TO WALL SEWER MAINS °
N3 BAR$
pv T SLOT por orWALL
1
of RCO _ FLEXIBLE ,■cvE/sENo i
ASSEMBLY 5Aj
7+EAR SrA/NCE.SS SrEEL '� ' J- swr-OF>< .`
VALVE
RING SHEAR RING �_ :WA R I CONCRETE ENCASEMENT
TURNBUCKLE COUPLING oab[E � �rt01;)"w
FORCE WAIN ,- `• N. T.S.
�� rAPprtic
' SAD aE
FOFrCENA)N GRAVITY rcwr4R
Y
NrS N.T$ ,
,i
' WATER MAIN CROSSING ,RAVVL 3CO
N.r.S.
AIR RELEASE VALVE +
N.T, S.
v
W
,
}
� f
•
N i
I l k
1
f 4
P
F
�, ! e a �� t f, - f f •, .
I �O
LL.: _ Y _ __ _ _ _
- -Z,j - - - t , , r- ..,,.^ - r
.. ^ - i, t
- .. / I
- _ I
ill�, ))I
2'-6" UNLESS OTHERWISE TO BE A7ID FOR LIMITS OF THROAT TO BE PAID FOR NOTES O
FILLET EACH
94 �N�D 8" 6' 7'OR 8'Dl&. 8" SHOWN /N DRAWINGS -
DIMENSIONS ' ANO OUAN7171ES RETURN ���' CORNER AS CURB Q GUTTER CONSTRUCTION AS CURB 8 GUTTER I. INLET TOPS 8 GRATES TO CONFORM WITH
1
' ��. 4 y ., COr,OREIE UYDS i = �\ T -
% A R G C F G S' 1• Owtl• Tn • Ovod 'N S'n I• Dasr.l• T,i • Osod. S • Du.N• Tv • OwQ
�` ; R , o, o R , R P. F, , P Pi A , Pi P P r G (SEE NOTE 2.) `� `D `D `� FINISHED GRADES OF SIDEWALK AND O D D
➢. -° - - p.- 1 - I
IT
. - a 1 9-- a» _Iox lax /2 nN CURB 9 R. AS SHOWN ON PLANS 0 '
PROP C \
-q tae,_ _�,, - _ �,-'• -_� =u _,a�211" _ as - ii .nn L,n _ .k _}}� - GUTTER CGWST I°l 10" VARIES 5'SIOEWALK F •3'-6' QV � � ROADWAY. O O D O D
i� -) 1a1 SA � - _ _,, _DGt(. _H L .. 47l. 2M: 4"._ ._Ila aL,¢7 31; :)I.Q- ,21 s =d t_:}�� - �' y \1° �`� 6„ 55 i1 I 000000 O�;}��.. _ ,a.-. S._ lla- LM _II-_ _=L _1N ♦ DROP -MAXIMSLOPE M 6 ''''''`' � `�rt�••::•:. 2. FOR INLETS ON A CURVE, DETERMINE D D_ _ - - �C- _�..cur' n !d vw _ t _ .ln. _zw _xn alx sa �. MAXIMUM - , .q '.:: '.►'.'::: _ :. r„.c - _ �61_ ' ➢� --':�_ - '� �"'=va- _ui=_._ �.'._ _._ _u =s. _ A, �� CURB d .y r 1 ; I} THE RADIUS FROM THE DRAWINGS AND, p ST0RM-- - �" 6.75 ��,--- -- -- -- - -- - -- --- -- -- 1/2"ExP Jr. a0 LLET EACH WHERE NECESSARY MODIFY THE INLET ,... u- =7- rs--r___
- ti--=�_ =f- =ia' '._ 1➢Q.: - - -m_: naz__ i[=nm_ uaa - ---- -
_ -
--+ f1 u'- OODD 000 00
." __� LtiA - _Ln LQ -m LLa�_ _ 8>:_ Dn_ _ _nn �E4rr,CORNER d' = O O O O L' O O O O
FLOW LINE DETAILS ACCORDINGLY. BEND STEEL
��yy�� _ _ (SEE NOTE 2.) -p �o OF GUTTER WHEN NECESSARY. O O O O O 2
. td � � -LJI'_f2 t`_ - � 1d.1 6r 1➢1- M. a•D. ➢Y- 1W_ -LalL. _n.va YN _1lN .':'a t1'� :•,/ -
. 4 1 _ j.�, q' ( - i9� ♦ - ➢11� -MID Jl4[-��44{S,�pC9_ _ail_ 1AL JSL_ 4)_ AL. _�sY 11i1 OI 3f- - _u_ _ILI'i _I.00". __ -1N; _�14. J1Li y4�, 263_ LG_ L7D- !7)_ _XL In -" -'Y.--,::N
S4p' _ _use na 1e; _le>r. 1SII' LIIS� . msr .L➢�_ on - LR_ La- _tom xFt _� -xaa ..., � _ � ' , p' I , u , u , , , , Q .;
_ ia: _u.r� jai_ _a+t - - oii__ psi= Lv yr• . wx _>.n =n• Q� - L�.,'C� SECTION.A-A52 p� Q O� 3-0 /.0 -0 AYPE l8 2 3 -0' 3 -0' „ -_;- ` -= --- -_ - - - -- -- - - - - -- - -- --- _. -- a , , N.TS. I - +- + t + v , , 3. ALL STEEL TO HAVE- 1. l/4 MINIMUM - (n
_- - - - _ - _ L� B 10 p N 6 -O' TYPE 3 e 4 COVER UNLESS OTHERWISE SHOWN.
VALLEY GUTTER CURB B GUTTER PLAN L - J
'I-- i -, ),,d `1t� SECTION B -B 4. ALL THROAT OPENINGS SHALL BE NO LESS L
J THAN 6 -INCHES. .
' N.rs.
PLAN
_ _ _ _ N.T.S.
5. SEE STANDARD SPECIFICATION 02410 STORM
�'''�i--L-i e... I.a a n•,.,d c.:Mr. HIS. 2 #B t0 � RISER 3� 6,F L r �r '
A.N I'-10" 1'-2" CURB CUT RAMP _ _ l2" SEWER STRUCTURES" MANHOLE COVER - ,
I N.T.S.
,/ , - I rl 'I Nrs f` MANHOLE RISER lfj
i �'" i ")
' i \��y; 3/4"R. INLET THROAT TYPE 2 Q 4 •
I; i A _ ''i. I B" �SYMMET l A A
I t_- R C L BOUT
' 4 " p
r` \ 3' o" p /2�2"R PLAN PLAN PLAN PLAN �o p� I ,�
:�:�..�- ! r` N.TS. N. 2-N6ALL N.TS N.T.S. O `p,, ,,0 (o co ()
• i I 1� i SECTION A -A `r 3/4"R :'o a.. AROUND �o ,9 A / 2 DIA. COVER/FRAME 0) � ?�
I I/., � Nr.S - 'P �. 4'-0" I'-6" - I T- - m
/,,.,
qo / r d. 0 0 o m
c,.•Sl..6_TAw,Rwnlagd 6„ I'6" I'•lo" 1'-2" `�' L:'••-t..i::•.•►,-� # 2- 6 y.'% 6,,, L NORMAL GUTTER I'-6' NN ap >°' Z
�-
Sod J •. �•1 ,: �b # T -o + INLET
2"11 ► ALL AROUND \ ELEVATION 'r N
a �.. .. 4 HOOPS ,off / / at Q O
TOP NEW - SINOEE PIPE
+i: 3r,R 71/2 3/4"R. :A,: •� •' •� '� _ r. l2"O.C.-- J ,� �2 / I O to 141 .11J
a .:- •`: 3'-6"OR4 0„ 6„ J 3, 6" „ (VA I V - V 4.1 -
r.
:'. Z W
' � . !'`�::�'' i; �= + '1 ,1, * #4�q /2"O.C. W DIA. R/SER W RISER 6 // 6„ Io SQ o ,..:. -- _•- :d ::.':�: :'_ _ Q V
�`` B,r 5' o VERT. Q Q Q #4rai /2" O.C. � I .� . �. ► I • .a.• O (A O � W
l l l I ! j ; , e � HEADER CURB FLUSH CURB MY9E0E' CURB Z I �° „ et -• - I `° '' O I
s N.T S NTS N.T. S.
r !q 12 " D.C.6 CONCRETE .�1 I OR 8"BRICK1. I :: - 5" (a CONCRETE
II I I 1 III 1 I I''i I �Ii -� a� c.d.'s SECTION B B ® J 3 6`rOR 4'DIA. 3`-6" W. lO'-O"TYPE lQ2 3'- 0" sue. - _I Nrs
, ,• SUPPORT POST W. 16 ,' %� 6" I'-1o" I'•2" 6' *54 12" 6' 7' OR 8' DIA. 8 6 `- 0" 6 0 TYPE 3614 - y 4
6' 6 =, 6„ I
AI SUPPORT
CONCRETE 6 4'- 0" F-- 6 , � Si N �
SUPPORT POST
1: W -------- L.___ F -- O.C. E-W. - Q /3 - 0 TYPE
_ -Po.d feat FIRg b&rt1Md UJr ln•Rq Fw L4krW Ld _a,l__ 2"R
Go. Gran Rq
c,..., GEcno,+ '- 3"R 3/4 R. 2 R. -Z 2"R. j 4
L.N .�. t ' 3"R. 3/4"R, b c,'.•.. O Z �C. N
b ':.� • r..:; � 4/[a 12 O 4 HOOPS/@ 9'-0" TYPE 3 SECTION A -A
li.MITERED END SECTION DETAIL I a VERT. 1 1211 O.C. M
e =N a -, o #440 6„ ;> co O #t4 �a 9" PLAN N.T.S. uj
Lu ��_ 6
.
N.T.S. 3' 6' �,_ _ , k O.C. k O.C. E.W. N.TS ? a
., ." Q
3 11 SECTION C C l z' o" 1 / /7 :-;,;ir. HORIZ. 'I 'r '�.y '`:.�, m m Z W
\ I la 5-I ASPHALTIC 4�_ - __ .
,,, ,
CONC. SURFACE COURSE VALLEY CUTTER
J
STANDARD CURB " " " " rr I/ " " q � Cc oc � Q
ALTERNATE A ALTERNATE B ALTERNATE A ALTERNATE B m m m m
N rs Nrs 6"x 16" CURB
1:1
AIRPORT 81LIMEROCK BASE Nrs. TYPE "J" TYPE "P"s BARS 9"
18 eo /o co �o �o
BOULEVARD 95°lo AASHTO T-ISD WHEN USED ON HIGH SIDE OF ROADWAYS, NTS. «� A rt #6 BARS (TYP,) 6 BARS �9" # - 71/2"
11.11
THE CROSS SLOPE OF THE GUTTER SHALL CURB a GUTTER DETAILS ® TOP AND FLOOR SLAB TABLE NOTES m 9 cc
MATCH THE 'CROSS SLOPE OF THE ADJACENT N.T.S. „ 1, � }- 3" 0
10"STABILIZED SUBGRRDE TYPE J 2' o" I. ANY INLET, MANHOLE OR JUNCTION BOX
1.PAVEMENT AND THE THICKNESS OF THE LIP ALLOWABLE FILL MAY BE USED IN CONJUNCTION WITH ANY m m
ALT, A" ALT. "B" REINFORCING I ♦• >I a,' :'�
15 FBV SHALL BE 6-INCHES UNLESS OTHERWISE THK OVER TOP SLAB TOP B FLOOR SLABS � INLET THROAT OR MANHOLE TOP. FOR Q. O I l0 6 BARS ',I :. , .
L 0. BOX 117DT MIN.- MAX. O CO6 BARS
EXAMPLE, AN INLET WITH A TYPE J BOXn..r''
SHOWN ON THE PLAN. / AND A TYPE 2 THROAT WOULD BE CALLED 6 BARS /a 9" I I . =:':I
3'-6" B" 2' 29' 6 fal 6" CTRS. B.W. %� '
11 5'-0" e" z' 25' 6 (a1 6" crRs. B.w / AN INLET TYPE J-2 ON THE DRAWINGS. N - I. '''''
e a II / to N 4 BARS 8 O.C. B.W. ►. 4 BARS r7o
/a 5-1 ASPHALTIC 5'-0" /O" 2 27' #7!w 6" CTRS BW. # _ O �
1.2 8 2. CORNER FILLETS ARE REQUIRED ONLY WHEN 8"O.C. B.W.
6' 6'-0" B" 2' 20' 6 6" CTRS. B.W. to = _ 1 -
LAKE MARY CONC. SURFACE COURSE USED WITH CIRCULAR INLET THROATS _ "
p(� 6' 6'-0" Io" 2' 25' 7 6" crRs. B.w. (TYPES 1, 2,3 8 4) OR WITH RECTANGULAR 4
t�11 OIILIMERDGK BASE 7'DRB' s'-o" Io" 2' lI' 7 r+ 6" crRs. B.w. PLAN INLET THROATS (TYPES 5 8 6) SET SKEW. 4'-p" 0/A.7 BARS
ROAD q ° g,j " 6 BARS „T.
II.L. ILJ� to AASHTD T IBO TOP (TYPE 7-T) 3. ALL STEEL BARS SHALL HAVE ll/4 MINIMUM 6 'BARS (m 9
10" 5TABILIZED 5UBGRADE 15 FBV 3 N.r.s.I Im o I .
BACK OF CURB COVER UNLESS OTHERWISE SHOWN AND "�
SHALL BE HOOKED WHERE INDICATED. SECTION A -A REINFORCING
r2'srD CURB a GUTTER 4� O" 6� 0"OR 7'-O" DIAMETER 4. HORIZONTAL STEEL IN RECTANGULAR SLAB REINFORCING r=) .j
..
TYPE 7- T N.T.S.
, , � " rrr��� rv."�rii��wi \ , •..•;:• _ STRUCTURES SHALL BE LAPPED A MINIMUM N.T S.
i TYPE III ASPHALTIC TO FIT OUTS/DE DIMENSIONS OF
:-..
J L E TYPE 7-NT OF 24 BAR DIAMETERS AT CORNERS.
,, ,..,;_4,. JUNCTION BOX OR MANHOLE
CDNCf3ETE SURFACE COURSE 12 I2" FOR I4'Ez3"rrxry 19h3o" N = 5. MANHOLE TOP TYPE B IS AN ECCENTRIC CONE
OVERLAP �l //�` ��"` 24" FOR 24%38'AND LARGER � (o OF PRECAST CONCRETE (ASTM C478.AS CURB INLET TYPES I, 2,3 61 4
ON -SITE 6 SOIL CEMENT BASE COMPACTED BACKFILL , U LL i
(95% MAXIMUM AASHro o MODIFIED) OR CONCRETE WITH REINFORCEMENT N.T,S.
r LBO) DENSl7Y• WIRE MESH (0.126 SO. INIL.F. EQUAL TO WALLS, OR BRICK CONSTRUCTION. ® i`
` N e ,;;*, :._:;,:.:. BOTH WAYS) • WALL I 2,_D„ It Z 6. WHERE WALL THICKNESS DECREASES IN
_ ►;. THICKNESSt l/2" 6rd 6 I d RISERS, ALIGN VERTICAL INSIDE FACE. . ui
12 COMPACTED 5l1BGRR0E t� ` N : ' ' • , •••8 (SEE PLAN) O.C. E.W. p
7. SEE STANDARD SPECIFICATION 02410, 0 . U)
i : '- _ .' ' •'; .. :. OPTIONAL KEY ►� 1- O " „ '
lz�FILTER FABRIC (IF SHOWN ! I 1 STORM SEWER STRUCTURES {{ '
6" MIN. 6" MIN. N ^ r.,
i IN DRAWINGS OR REQUIRED JOINT PIPE WALL
UNDISTURBED < BY ENGINEER)
solL TOP (TYPE 7-T 7-NT) a a o
. . • =P CONCRETE
JACKET N.T.S. ti .� ,
IIIIIIIIIIIIIIIIIIIIIIIIII
i •
ev ���. .� .in., ./i ���� r: ` INLET Z
INLET TOP TYPE 6 la,? CC ® <
I' 2 I' METAL STRUCTURE TOPS BOTTOMS # SYMMETRICAL ABOUT zoo U. �
5 5"O.C. FILLET EACH Jam~
PAVEMENT DETAILS STRAPPING 6„
Y' t 3' N.T.S. 6" O C I ,B, BACK CORNER v
COMPACTED SAND FILTER FABRIC WRAPPED ' ' • 2 O" I/2 I ' IO I 2
4 �, /2 " Q J „ N
- uj
IN,T.S. FILTER AGGREGATE C9RRUGArEO POLYETHYLENE PIPE, I,I I I , � 1L'" a. 4 I _
1. 6 UNLESS OTHERWISE SHOWN. V
. li I �� O 4 p i -I t
UNDERORA /N DETAIL A I 1- I N AI aI 1. ; i'-'- IIi2IIIIIIIIIIIIIIIIIIIIIIIIII
=: - - . - I
N.T.S. PREFORMED PLASTIC -- - --
GASKET JOI0. z
NT MATERIAL FILTER FABRIC 10 INLET I 1 , r. :�'� : _ >t
SEE DE rAIL I 1 1 I _
4 A 6" CTRS.
I I I "� _ CORNER FILL T
FILTER FABRIC JACKET I I 1 { HORIZ.w .
A B N rs - - - - - - (SEE NOTE 4� z
3" 1 3/4" CHAMFER .. 'vq M 8"CTRS. i.
r �P/L _ 5' F ,F I * VERT.2: �
. - - SIDEWALK D 6„ 5 -0 3' -6' 6" 4 DIAGONAL BARS
10' SINGLE SIDEWALK , GASKET MATERIAL10 I 3 „
`' h /5' 20' DOUBLE I SECTION I I 4 �, i -1- /' 2//2 V /'T//?" lO'- 6" `.
a" v B"
r. x . w S'� ' 1 . 16"1 3 6 16"1
B T- -T7 $
r m PLAN -TYPE 5 B4x sLAa OR F1LLEr
i h I/2"EXP. JT d : , PUS PIPE WALL V,
v DROP CURB a O 1
2 I 2 SECTION B-B PRIMER N I \ ; N.T,S. SECT ION B- B 2 '� -� I -
x TRANSITION N •`V w L I -
Q N rS 5'
SIDEWALK 3 ; - i � 3 N.T.S. E a �I
JOINT DETAIL ; ,I V
DROP CURB 14' I ' A:'• a ; 4" Q
" l/2"ExP ✓r. II ''. = t__ r0 BE PAID FOR LIMITS OF THROAT TO 8E PA10 FOR OVER I .cc
I ODRB c
ELLIPTICAL CONCRETE AS CURB a GUTTER AS CURB 8 GUT TER 0•
36„ DROP CURB / tl INT STEEL GRATING 'Si-� ;� CONSTRUCTION :� 9 1/2 0• TO L 6x 3 1/2 x 3/8 V"
A-*] L e 36 F.L. OF GUTTER to - I
16' SINGLE SECTION A -A N•T,S• _ Q
z4' DoueLE N.rs PLAN PLAN _ 1 -1 1/4�
`a o 10
PLAN - . ,
Nrs. /3/4" 3/4" iy U 10 U . PL I/4 T- 111�e�4
r
O
►: I/8 l�} 5 3/4' V 5 3/4' /- 2//2' y / 2 //2" P 3. (D11
DRIVEWAY APPROACHIL
N.T.S. I ANCHOR ~
off L4x3x3/8 v
N N 3-0' 8 -0 2'-6' 3'-0'
N '
ponn000O U N e 2 CL ,1-6 ,. ZCL W SECTION THRU STEEL COVER
. B" 1 nl ", SECTION A -A Nr.s.
N.T S (r)
LL
. -2 //B" 21 B" 11
5'MONOLITH/C SLAB (W/2)+2' Y `J
SURFACE JOINT *o7a l2"IFW NOTES11
EXIST. CONC. W cRArE-{ _ \ err 1. INLET TOPS 8 GRATES TO CONFORM 4
3'- lI
? (O EXIST. ASPH.
SURFACE i _ 17 �- N SECTION SECTION WITH FINISHED GRADES OF SIDEWALK
6x 6 6/5 WWF - m CONC. SURFACE r N l / 22 - . +
, AND ROADWAY. o
. ' ,..
TYPE C, C a E TYPE H so
. , a : BAR 3//6 x 2 _ _ !
e e 2'//" 2. FOR INLET ONA CURVE DETERMINE '�- , - _---------__-----
N.T. S. N.T.S. F I h
t .A .. THE RADIUS FROM THE DRAWINGS AND - rr^
/Oo @--------------- =� - V
F' MODIFY DETAILS AND BEND' STEEL AS NON SKID FLOOR PLATE I N \
w CAST IRON GRATING �u 1 Q o
----------:- ------
r EXISTING NECESSARY i - - -
I REPLACEMENT THICKNESS ANCHOR DETAIL N ,
(T) SCHEDULE 3. ALL STEEL TO HAVE I l/4 MINIMUM NTS 6====_=_______ ___ -
I' 6" I I' 6" BASE MATERIAL COVER UNLESS OTHERWISE SHOWN. a I „ 1 eT O Q
2 NOTES: I 3/4 PICKHOLES I
DIMENSIONS, MAXIMUM PIPE DIAMETERS (D MAX.) 8 GRATE WEIGHTS (1 L - - = = - - _ _- - _ _ _ - - _ _ - _ I
1, 4. CORNER FILLETS REQUIRED ONLY WHEN [�_7=7= =
REPLACE- i 1. CHAMFER (3/4) ALL EXPOSED CORNERS INLET GRATING
MENT PAVEMENT AND EDGES. USED -WITH CIRCULAR INLET BOTTOMS
TRENCH WIDTH (W) UNDISTURBED INLET U V D MAX. W X D MAX. Y Z * C.I. # STL. PLAN
2. USE DITCH MODIFICATION FOR NON -TRAFFIC c 3'-4" 2'-0" !B" 9'-5" a'-/" 24" 2' -a" 3'-0" z3s /oo OR RECTANGULAR BOTTOMS SET SKEW,
2'-0"(MIN.) SOIL NTS. (�
AREAS WHERE DEBRIS IS EXPECTED D 5'-5" 4I- /" 24" 4'-5" 3'- /" 36" 4'-5" 3'-O" - 1B0 5. THROAT OPENING TO BE A MIN/MUM OF
(DITCHES, MEDIANS, ETC.). E 4'-4" 3'-O" 04" 5'-/0" 4'-6" 42" 3 4" 4 3" '465 2/5 6-INCHS
3l USE OF CAST IRON GRATINGS IS LIMITED TO H 911,
'-O" 6'-7" 660R1•d0 4'-4" 3'-0" 30" 3'-4" 6'-6" 725 515 6. SEE STANDARD SPECIFICATION 024/D ,
POLLUTION ELEVATION / DIMENSION UTILITY PIPE PARKING AND GRASSED AREAS.ONLY, NOTES: TYPE'O'1NLET TO BE USED ONLY WHENOPEN!NGS ARE REQUIRED IN "STORM SEWER STRUCTURES" ,
I `.I _ - WIDE SIDE OF INLET. CAST IRON GRATE NOT PERMITTED. �/16
r, CONTROL r 4• SEE STANDARD SPECIFICATION 02410 '
DEVICE A 8 C D E Is SEWER STRUCTURES". MAX/MUM DIAMETER !S BASED ON CONCRETE PIPE 3116 2 B
r1 NC. SURFACE ASPHALTIC CONC. SURFACE SECTION ; �,
DROP INLETS
1.
COVER DETAIL 1 L
T I A3.55 I25B 39.�2 362 T CURB INLET TYPE 5 61 6 .
N.T.S. N.T.S. 1.
1 93.90 13�0 3992 - 6" ROADWAY OPEN CUT
N.T.S.
3 ll 92 50 92.50 3TH - 6" '
11
SEE SITE LAYOUT 6' HIGH CHAIN LINK FENCE WITH NDMINaI
INCOMING STS. - PLAN FOR ROAD WIDTH 1 O.D. 5CHEOULE 40 STEEL LINE POSTS AND
II 12 GAGE STEEL WIRE FABRIC HAVING 2 MESH 1.
CONC WEIR WALL I I SILL,ALL STEELMATERIALS SHALL BE GALVANIZED.
I �IPE
F APPLICABLE) �
11 TDP OF DITCH CAP
ST5 ST5 12 12 GRA55 AND MULCH POLLUTION CONTROL SCREEN
- T , , A . 1'.
j I L -E 41 1
. -1_ SIDE 5LOPES AND BOTTOM T : .
SURFACE COURSE �����I '�" I \
PGH3 TD NAYE WEIR Z% 2°l0 ''__
�� �� BR5 E ��% SET IN ODT R WAIL, BT OF DITCH
I I . . \��_ PROVIDE FI�PGATES FDR I � �i _
PLAN MORE. E. SUBGRADE
3 .
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'.
1.
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ELEV.A - BOTTOM OF OVERFLOW 10, -1 i , i I i I I ____ - I 1 1111111116
11 NOTCH C5EE PLAN VIEW)
.. ELEVB-�`4 EII:U.L . ON -SITE ROAD DETAIL -' 2.51
CONC. FOOTING - :•°-
1.N.T.S. . , ��P) ' , .,bl'P.;,
`�I I I I �1_ i - DRAINAGE DITCH DETAIL
. N.T.S. PI AN y SECTION ' lot
i. " INCOMING PIPE INVERT ELEV D
SECTIO 1 (IF APPLICABLE) TYP
., .
il
POLLUTION CONTROL DEVICESy POLLUTION :CONTR®L SCREEN j
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