SW7050938_APPROVED PLANS_20051214

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW:Z(%SC/��
DOC TYPE
El CURRENT PERMIT
61 APPROVED PLANS
❑ HISTORICAL FILE
DOC DATE
YYYYMMDD

SITE
LOCATED AT THE cJTEPSECTICN
O HOLIDAY LAND (NGSR 142_)
AIVD ALBEVARLC BLVD.
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Ao
HARVEYS i
NECK
[elf
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r
:: / �♦ PEROUIMANS COUNTY
SITE MAP
' ALHEMARLE SOUND r I -0 CALIt
C' S L.
LEGEND
OEIR
EXISTING IRON REBAR
E]ECM
EXISTING CONC. MONUMENT
OSIR
SET IRON REBAR
-4•W
PROPOSED FINISHED GRADE
(SALE OR GUTTER FLOW LINE)
h�
EXISTING GRADE
:I
DRAINAGE FLOW INTENT
.....
PROPOSED WATER SERVICE LINE
PROPOSED FORCE MAIN LINE
=®a
PROPOSED STORMWATER LINE
PROPOSED ELECTRIC SERVICE LINE
® IRON ROD/PIPE
E) CONC. MON.
PK NAIL
* LIGHT POLE
�Qa UTIL. POLE
UTILS. PED.
❑ WATER METER
HYDRANT
�,., \, ♦` I• - \ \ . �� /'tom I s+yi j-�'-�;. .. _ v��_,�. � \ `�` \
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DATE:
09 - 17 - 05
1 "=30'
DESIGNEE):
CHECKED:
BPG
MSB
DRAWN:
APPROVED:
DMK
MSB
SHEET:
I
OF
v
CAD FILE:
3471TCB 1
PROJECT NO:
3471

30
// O C��`, ' 25.00' 9.00'
GRAPHIC SCAL \ N01h OR rDRMER�'r 24.25
\
�\ H.P.B. ENTERPRISES
_i D-E. 125 w. 146 ' - - r
O 15 30 60 V 120 P. C, ? CI 7 MAP 12 75' ,// Dti '
18.00, ♦�
\ 8.00' ,� R5.25' R5.00'
225' \ , / / ♦♦
( IN FEET) \ \
TOP OF CURB 12.25' g.00' // PUMP TANK TOP OF CURB = 12.50
9.00' ♦♦
x \ ' GRATE ELEV. = 12.00' ♦ / d
1 inch = 30 ft \ GRATE ELEV. = 11,75' \ .1R5 25'
//oQ�, ft10.50'
11.75' �
\ INV, IN = 8.35 'ulc , INV. OUT = 8.1 , / k R10.50' °18
INV. OUT = B.35' R10 00' F 225• R5.25' ,// a' SLOPE" H PE 0.2 ♦♦♦ / ti Ory�
\ \ , 26.00' 13.0' lF G 24.25' ,' ! �\ LENGTH = 55' f ♦� - / OQ/ // /
_ 225' 9.00' Ov \\ 9.00' / �� `. ♦♦ / 27.00' �� /
yp 225' ! ♦♦ / //
\ \ / 26.00' ` 1a.00' S(0\ 18.00' // OP OF CURB = 17.50' ♦♦ / (�11
1 A / TOP OF CURB - 12.25' GRATE ELEV, = 11.00' ♦ ``- 26.00'
Q ♦ ATE ELEV.
\ �! GRATE ELEV. = 11.75' INV. - - 8.0' ya \+ O
/ 7�� O ,/ INV, IN = 8.0' INV. OUT = 8.0 INVERT OUT =
/DD 16.oa' o Wig\ INV. OUT = 8.0' A� . ♦ / ��
/ / R5.00' G�� ♦♦ l O <</ QF /
' V 12.25 O�
6(2)5 RVAL R � ♦ // � O `\� /
2„ VALVE Sp 13 0' ♦♦ / vvv /
ii // \ ' y 1225' ♦♦ // l'j /
�v/ R10.OD' R10.00' / / \ ♦♦ F R5.50 //
\ _r /T'OP OF CURB = 2 '\ ♦, A \ ♦♦
ti / 125' `. // GRAN ENV_ �75' \\ \SO ♦♦ yC 1225' / 13.0'� ♦♦
O
�, �kNv. OUT $.D' \ \hoo ♦ � � ♦♦
\ F ♦ /p ` TOP OF CURB = 12.25 R5.50' r , ♦
Cr 275' 4 // \\ ♦♦ `s1c GRATE-'ELEV. = 11,75' ♦ /�i
f ii// I \\ <<cy ♦ sl A INV. IN = 7.75' ♦♦ //pQ� �/ / 18" HOPE
i� Q� DO' \ C ♦ O INV. OUT = 7.75' ♦
9.00' o / ♦ ♦ F R5.00' ♦ � \� LENGTrI = 55' t
18.00' v / 12-25' 125• . 26.00 ♦ /
Qw 1 7 ' cc `'/ i / ♦♦ p "5.DD' ♦♦ /off / SLOPE= 0.2
' �O / • -? "\\ 13.0' � , \\ \ �X ♦♦ 2-;' 1.75' � � '
9.00' 1a.Da' / ♦ 26.00' \ \sl♦♦ 275'
♦ //, / \
zs:ob ��� oD' i s.o0' \ \°pF ♦ s.Do, 1s.00' ♦♦//oc� / \
♦ \
/ \ \ NC� // ♦ 18.00' \ ♦♦ 3 R1D.50' O`1 G� OP OF CURB = 11.25'
R4.50' F', 13.0• 26.00' Qt�// \\ ♦ D� ♦ r / GRAN ELEV. = 10.75' 1.0• TOP OF CUF
O ' ♦ Q / INV- DINT =7.8,
TOP OF CURB = 12.25\\ ♦♦ yQ� F ♦ / O GR INV. ELE
OUl
O / a ♦ GRATE ELEV. = 11.75' \\ ♦ F\ 250' OP OF CURB = 11.50' p ♦ /
D/ ♦ \ ♦ 25' GRATE ELEV. = 11.00' ♦ �' /
R10.00/ I INV. OUT = 7.75' ♦♦ !�\� R5.00' INV. IN = 7.6' y�P� �. ♦♦ / 5 / l'
INV. IN 7.75' \
/ \ ♦ ♦ yC� INV. OUT = 7.S' y�P♦♦ / 1p /
U TOP OF CURB = 12.28 / 75' PTID TANK 1 5' �p\9\\ OGQ�,�.♦♦♦ /�/ �6C I 19.00'
\ 26.00' \ ) _ F RiM ELEV. _ 12.50' / I 'r 4.D0 \� �\ ` C, ♦ / �*S.
GRATE ELEV. = 1 2.2 /
INV. IN = 8.75' _ INVERT IN - 8.3D'
r" INVERT OUT = $.30' // / ♦� FF ELEV. i \ \ 7� S` �F\` �ENc30" H 3gE ♦♦ • // / R10.50' OQ�� // 9.00' 25,00'
INV. OUT = 8.75' t. _ ♦>t\ S ti \\ SLOP 0.2 • �/� f r
LIMP4. TANK � C St \,p \ ♦• V +,�
\ba 9-
\ - // ♦♦♦\ \ � S ,2�� .. , ♦♦ V 2 00' //]1. 12.0
11.2
10
125' �QoF 9.00' 18.00' 1225, ♦ / �P
ONTRr: R
26.00'
it �'. �`\ ; \\<;C �'C' 125D• SET IR REB ♦R2 0' ♦ �G� R5.00'
B /
RIM ELEV 12.50'
/ \ INVERT = ..5' 25.DD' ' 1 12 a
4-4.00 \ i \ INVER T = 7.5' O 1
1 j
'f �` 11// ♦ S<p\p 26.D0' TF 19.00 ♦♦ / ° ♦♦ \\ \\�CSEE IL SHEET DI)
i py
! 4 / R25.00' , ' ? �� `� VALVE 1225' ♦♦ /� ry� ♦♦ \ 11.a' QQO� 1
r..
- / �. ♦` 2" VALVE ♦ / y ♦♦ \ 120' R5.00'
'! s • . O TOP OF CURB - 12.25' 127 ♦ 12"X12"Xfi"X6"* R5.00'
r - 'L °'// ♦ GRATE ELEV. = 11.75' ♦ / Q ♦ \ ;
♦ ♦ NV. OU - ♦ /O 12' VALVE \ \ N
- I T 8.40' \
9.0 t.>y // ♦ 27 / ♦ // O.Dfl' 1.75'
18.D0� ^ I ♦ ] , �,. ♦ {2)6' VALVE �21 \ OP OF CURB = 11.50'
F.F ♦ _
f, i, � ♦ ' ♦♦ //h�Y ♦ \\ ',O.o� GRATE ELEV_ 11.00' 120'
/ ♦ ♦' O \ \ INV, IN - 7.5' 1a.Ob'
♦ /
1275 f R4.50' 4 { ♦ / 5EPTIC TANK ♦ �� \ \\ \ �\ INV. OUT = 7.5'
ry " ` `I 0' I i "X2" RmUCE ♦ ♦ \ \ t- F
26.00' Vw ♦ Y7 {22'"VALVE 'j.
♦♦ /// O R25 0' //2V� TU♦♦ \ ,[y'� yG\ \
I I ' ' f! 25' ♦ \. ♦ r0 � � 9- R5.50'
]275' f w % �.i; ♦♦ 4. 0' ♦ / �' 11,75' ♦♦ \ .Q o 26.00'
! ru OQ/ ♦ ♦ , i27 �°•. ♦ / RIM ELEV. = 11.50' ♦ \\ \
14
* , 125' / C O P ♦ �Qt INVERT IN = 7.4' ♦♦ \
R4.50' �/ ♦ Q 417 O INVERT OUT = 7.4' SET IRON
n / : ♦ / �Q� D ♦♦ R2 0' ` \ REBAR
5' // ♦� ♦♦♦♦ 8' C ,// �� �` ♦♦ / i ,1. / \ ♦ `\\ \ l�A� R5.50' t ..
8• u // I �. ♦♦ �'� \/ 900' 18.00' �q� �G� ♦♦♦ / oq4// \ 4♦: ,� �. \\\ \\ R5� i
��j, ♦_: `. ♦♦ TAN G. ♦ i/'Y \ ♦ i1�, \ \ , �. ff ♦♦ T� / 75' ♦ TOP OF CURB = D' / ♦♦ \\ \\
TOP OF CURB = 12.00' E - _ L.- ♦ GRATE ELEV. = QO' Ri0.00' O / ♦ \ \J6, ,
12 S (� GRAIN EV. NV_ 8.51.50' i_. i r ♦♦, 9(,f . �� INV. IN =/ GJp ♦' \ \\ \ti f
9 O ] INV. OUT = 8.5' i , 26.00' ♦ INV, CUT T X/� \ \\ f
♦+ / R4.50', ♦ / ♦♦ \ \ !�c
a o` ♦ I r y ♦ �%/ \ \\ \\�c �a.a TOP
\. �' ��� ♦ ( R2 .00. ♦ 1 \ \�y GRATE
x SEPTS TdJJK j '" \� ♦ f•Z / \ \\ \�) INV. IN 7.3'
9.00, ♦ !� \` ♦ / 26.00' - / ♦ \ \\ \� INV. OUT 7.3'
I 8 ; ♦ ' }.♦♦♦ f 1275 ♦ / TDP URB 11.25' 1� 7s ♦♦♦, \ \\
♦ 6'X6'X6" ♦ GR V. = 10.75' Q� :: ♦♦ \ \\ �tOp 75•
' PUMP AN Q ♦ 26.OD' / V. IN = 7.6' O /
♦ L 6"X2" REDUCER ♦♦, / / V. OUT = 7.6' �/ R .Ofl l 1.5• ♦♦ \ \\ \F�
26.00' . .7 6" VALVE ♦ /rye 21.OD' ,� ♦ \ \� \p t
AFT ' 25' 26.00' " i f i \. 2" VALVE
♦ �♦ ♦♦♦ a. / ` \ ♦♦, \\ /s
�q ♦ 4 ij i i } ♦� ♦1 /Qw / SEPTIC TANK \ ♦♦ 1 \ \\\\\ ��-
j/i I �I! ` ♦♦ // R10.013' 1� O �♦ \ \\ \ F 11.25' \ i R5.25'
♦ //oi0 t�' ♦♦ \ \\ \ (F� R5.25'
1 5" VALVE yf l ♦ ♦ ' //,,^ �� O f "'. \ ♦♦ \ \\ \ C�
\ 25' 1 �♦ (Z \ ♦♦ \ \\ \ ` \ % TOP OF CURB = 11.2E
\ y H ;rs r r, ♦. ♦ 11.75' % / TOP OF CURB = 11jz5' ♦ \ \ / \
r7 u. 12"X12"X6"X6" ♦ i, O F? GRATE ELEV. = 10.75' ♦ \ \ pS• 11.25' GRATE ELEV. = 1D.75
\ ♦ v / Ii;. 1 \ INV. IN = �.l ♦♦ \ \\ \ INV- IN 7.1' s
R4.50' l 12" VALVE INV. OUT = 7,1'/
_ !' ?. ' rr 2 6' VALVE F INV. OUTy= 7.2 ♦ \ \\ \ Sl
TOP F R {) , 0 0 CUB ,2.25' ,� a' / Q A.
♦ \ \ O,o
_ \\, O ti �_lip\ \ /
GRATE ELEV. 11.75 it . r� A /F ,
INV. OUT = 9.0' . c�I ! ` ♦♦ / ^ O /
\ R25:b0 f! S ♦ 5.40.•,PUMP TAN FS."�.� ♦♦ \\ \\ aZy %Ci., /
'�, � r } ♦♦♦ / ♦♦♦ ��O�// �f R4.25 ♦♦,
1 cif ; ♦♦ / ♦♦ o/ / R4.50' s� 2"XL ♦
2"X2" 18.00' R4.50' Sl ♦♦
\ `\ ;'} f f 1 ♦♦ / 26.00' ♦♦ CZ / VA11.5• �OF♦♦ \//\
♦ \
\ \ �� \ ♦♦ / 21.00,♦♦ �OQ� 25.00'
' 26.0p'
i •; gzs:oo'
\ \ \ t \�y ♦♦♦ / ♦♦♦�� / 9.Ob' ta.d0' ,// , �� �.75' 'x6REDUCER \ \ \
\ \ \ ♦ / %' \� 11.75 �� (2)6" VALVE
62♦ a� \ \ \
\ soo' ♦ / s.oD' 7a\
! \
\ TOP OF CURB = 12.25' ` TOP OF CURB = 0' ; , ` 1lJ5' TOP CURB = 11.75
1 O GRATE ELEV. OD' / ELEV. = 10.75'
\ GRATE ELEV. = 11,75 � � �� - 26.00'
INV. T O \. INV. IN A' �. / �� NV. IN = 6.9'
OUT s 75' yC5 $ ♦ INV. Ot3 8.a' �� W ,• 1.75E I V. OUT = 6.9' /
r q . ; OqC TO r i � � •
\ \ ♦ ♦1 ♦ /
_ / �♦ O D Ile
\ a ♦ / ♦ PUMP TANK ♦ 26.00' / 310.00' 11.25
t O / • �s
a5'
\ \ ♦ 7UP CURB - 25' F CURB =
G ELi+in 0. / 6"X6"X6" TOP 0 C B 11.25' C' ♦ / pro 18.00' 11.5'
\ \ \ ti - - �' ♦ / ...1. w. ).. '' ! _ � GRATE ELEV. = 10.75' ;Q ♦ /, 9.D0' ' `i 9.0
♦ 25.00' INV. IN - .9' P ! �, l 6"X2" REDUCER �T
\ \ INV. IN - /
a r INV. OUT - 0' 6" VALVE _
$.00' 9.00' ♦ a ♦ ' INV. OUT 7.35' ♦ G
\ <v <L /
\ 1 a.o6'
` \ \ \ \ \ py' \ ..I 1 � i - ` 00,
R 00' ♦ / �i l �.. I �. ♦♦ VALVE
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26.00'
\ ♦ 'P � ♦ 5
h
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,
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r
26.0
y ♦ s.o:, ♦ {5 ti
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' \ � �- - 7 0�' I �` ♦ °' RIM ELEV. - 11.50'
\ / 9 r` ♦ INVERT IN = 7.25'
\ \ ♦ 6'X2' REDUCER s,'. ♦ // INVERT OUT = 7.25' 9.00' 18.00'
\ ` 12"xt X6"X6 ♦♦ / �. y ( {2)6"VALE rye°
\ 1 VALVE ♦ / ii // 2
\ \ 1 (2)fi" REDUCEt♦ / ��, VC�// 25.t10' i 1 i //�„ //
2" VALVE♦• ♦ ♦ Q iF✓/
\ ` \ O ♦♦♦ / R10.00' j //�` R1p.5D 26,00' �\ 120'
\ \ \ \ SEPTIC TANK Q ♦♦ / `�� OQ� 1, ;' j ♦ /�1�5 �`
\ -I D d ♦ 26 •ate G
. � \� `-, i� • Q.♦♦ /
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GATE; � SCALE:
1 "=X
DESIGNED, CHECKED:
13PG MSB
DRAWN: APPRDVEM
DMK MSB
SHEET:
2 OF 6
CAD FILE:
3471 TCB 1
PROJECT NO:
3471

LEGEND
0013 EXISTING IRON REBAR
EECM EXISTING CONC. MONUMENT
OSIR SET IRON REBAR
-8-W PROPOSED FINISHED GRADE
(SALE OR GUTTER FLOW LINE)
3° EXISTING GRADE
DRAINAGE FLOW INTENT
.....••.•• PROPOSED WATER SERVICE LINE
PROPOSED FORCE MAIN LINE
e== PROPOSED STORMWATER LINE
PROPOSED ELECTRIC SERVICE LINE
® IRON ROD/PIPE
El CONC. MON.
© PK NAIL ' '
3y( LIGHT POLE
10-.� UTIL. POLE
UT11-S. PED.
❑ WATER METER
i
HYDRANT
•, Yo
/1RopN
REBAR
6s
3V0,
1
TOP OF CURS = 12.00'
GRATE ELEV. = 11,50'
INV. IN = 8.5'
INV. OUT = 8.5'
G O,N OR FOrMEF LY
GOSSMAN, F. JOSEPH BISHOP OF
THE ROMAN CATHOLIC DIOCESE
D-B- 212. PC 12
P4RCEL
P. C. 2 51.,, 88 M:.� 1
TOP OF CURB = 12.00
GRATE ELEV. = 11.50'
INV, IN = 8.7'
INV. OUT = 8.7
TOP OF CURB = 12.00'
GRATE ELEV. = 11.50'
INV. OUT = 9.0' --
TOP OF CURB = 12.00'
'GRATE ELEV. = 11.50'
INV. IN = 8.9'
INV. OUT = 8.9,�
1 r ,
R5.00'
120'�
18.00' 9.00'
11.5'
\ 24.50'
9 /18 DD'
.OD'
TOP OF CURB = 12.00'
GRATE ELEV, = 11.50'
/ INV. OUT = 8.9-
NOW -, FGRr,IFRLY
H.P.8, ENTERPRISES
D B. i _S PC 146
P.C. 2 `,L. 7 !AAA 42
i..
R';AO'225'
rap.
\GRATE
TOP OF CURB12.g0'
ELEV. = 11.50'
6R5.25'
1250
1275'
R5.25'
R5.25' o
� 12.25 \ F
INV. IN = 8.7'
INV. OUT- 8.T'
3' DRAINA
FLU
R5.00'
zz� \
9.00,
R5,25'
/
1225'
\
. t
25.00' 9.00'
fc-�
3.0'
13.0'
24.25'
9.00'
\
\ I
25'
8,00'
1250
%
v4 n' /d f N 1
1$.0
/// ! 9 1
-25' ` i1
% R5.25'
TOP OF CURB = 12,00'
GRATE ELEV. = 11,50'
/ INV. IN = 8.5'
INV. OUT = 8.5'
R5.00'
8. DO'`
5' OP OF CURB = 11,75'
GRATE ELEV. = 11.25'
- INV. IN = 8.3'
INV. OUT = 8. '
/ 26.
/ 1
♦ ♦ ,
SET IRON /
/l
O
;'SET
'S N
RE13R
J �'
♦
♦
1
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r
S
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♦♦♦♦
14, 50'
OQO
t� ♦♦
R10.00'
♦♦
.♦
12
'
1♦♦
11.75' ,
1
R10.50'
1.25'
i
H.P.B. ENTERPRISES / 9.Do' - -- // /13.0, - �,�• ♦ /
C, ? S- L , ii ;l 75 // Q �� 18.00' ♦♦ /� � I /
8.00` .♦ / 17.75.` /
// R52 .5' R5.00'
/ : /,/ 13.a' 4 3.Io I♦♦♦ / R5.00'
TOP OF CURB = 12.25' INV. OUT 2sr. 9.00' 8,00' // PUMP TANK TOP O ELEV. 8.112.00' ♦♦ �4Q� 26.00' // OP OF CURB = 11.60'
/ GRATE ELEV. = 11.75' r / 1 GRATE ELEV. = 11.00'
= i ; , // R5.25' / = ' ♦�
INV. IN 5,35' "y' /rye R10.50' rye° / INV. OUT w 8.1'
INV. OUT = 8.35' R10A0' 1B" HOPE ♦ GO�1
SLOPE = 0.2 9°' ♦ /
26.00' 13.0' C 24.25' , / \ � J \LENGTH = SS' t ♦♦ 21.00' v0// 9.00'
225' 9.00' \ / 18.0D'
/ 110.
25' roo 225 /,/ R5.25' 13.0' 13.0'26.00
`} ♦ / Q'S/ 11.75 -
18,00' S� \ ,/ OP OF CURB = 11.50' ♦ 1<1'26,00' 6/ 25.00'
pq 18.00' GRATE ELEV. = 11.00' ♦ 26.0o' \ 26A0'
F. / TOP OF CURB = 12.25' � P ♦ ATE ELEV, = 11.D ' �(�' / R5.00'
/ INV, IN = 8.0'
� � � GRATE ELEV. = 11.75' �. 4
/ to
INV. OUTINVERT OUT
S ,INV. IN = 8A' 18.D0' APE �\ INV. OUT = 8.0' 1...5 �zy R5.00' GQ� �♦ C�QQrv/ \ 1 R5.54'/ ,l
/ 1= /,/ �� G�� ♦♦♦♦ / / 11.00' O� Jv .`8/ / 1 15.00'
E 6'x2 RDUCS R ♦♦ / / R5.50'
/ Q �'}� � / RSAO'.
0.
2" VALVE
,. � �� / ,` '., - - � /// \\ \ 3o6y0 7225' R500 ♦♦♦ // s _ 124'
13.0'
°/ R10.00 i R10.00' ♦, P R5.5o' ♦ / \ V /
///TOP OF CURB = ]25'\\ ♦ \ - / ♦♦ //
GRATE ELEV. = 75' \\ ♦♦ �G,\ 13.0� ♦
INV. IN = e.0' \C* ♦ J� 1225' ♦ C1 /
i 1275 / INV. OUT 8.0' \ y ♦♦ \ ♦♦
♦♦ ro TOP OF CURB = ♦ / \
I A- O12.25
R5.50' o / R5A0'
C� 2.75' o // \\ ♦ Sx GRADE ELEV. = 11.75' ♦ /� `r
♦, S INV. IN = 7.75' a ♦♦ 18" HDPE
00pQ//
Z / 00' \�C ♦ �Op INV. OUT = 7.75' ♦ / �O / L£NGTH 55' f //
F f 18.00' 9.1225' 125' ��♦♦♦ F� 26.00' R5.00' ♦♦ / / / SLOPE = 0.2
13.0' x/ 711 12 \\ \� ♦♦ C�$ 1.75' 25.00' 1 , i28.0 ' ♦♦ /�o� / / i \
9.00' 26,40' \ \\ �� p♦♦ 275 ♦ // 9 f f / S1 �� 120' 120'
.5 OfS.. r� Dq' ; 9.00' \\ F! ♦41,
OP , 9.00' 18.00' ♦♦ �//PVC; f f / ;�, \\\
12.7
/ t R4.50' 1" �Q `.. 2s.00' / 18.00' \\ ♦♦ . / //.��Q R10.50' Dry © IRATE ErLE V -- 10 7S'
TOP OF CURB - 12.25\ \ ♦♦ 250 OP OF CURB = 11.50' a ♦♦ //
GRATE ELEV. = 11.75' \ \ t2
R10.00' I INV. IN = 7.75' \\ ♦♦ \ 225' GRATE ELEV. = 11.00' v� ♦ /
12 i ♦ _ INV. OUT 7.%5' ♦♦ C� R5.00' INV. IN 7.6' �P♦♦ /
/ I t`'. // ♦ yC� \ INV. OUT 7. ' �� : G�♦♦ //
r
1.. I ♦ J JD y � �- Q ♦♦ //
TANK
/ 09 tiry ♦ /
/ 26.00' RIM ELEV. = 12.50' / I 4.DO' �V �� O ♦ /
INVERT IN = $.30' // ♦ �i►E S\\ ♦♦ //
1 F INVERT OUT 8.30' ♦�Y 1p ,
/ A \ /
o ��
y / - 1.6 70P OF CURB
iNV. IN = 7.8' GRATE ELEV. = 11.00'
INV. OUT = 7.8' INV. OUT = 7.91'
120'
11.75'- 1^0 / ; R5.00' R5.25'
rr 18.OD'
vQa// R5.00'
9.00'
c�4/ 25.DO'
TOP OF I
GRATE E
- INV. 01
9
24
4juw �S(�4 q�q

G~ ♦• "X2" REDUCE ii r CF \ PUMP TANK
^70
2)6" VALVE ♦ J R25 0' �' \ •'�
♦ R5
2 00/ v
2" VALVE ♦ ♦ b
fir.! A
♦ .V \
�
25' ♦ rn
♦ �. t1. 5' ♦ R4. 7
- O
♦ 7"' RIM ELEV. 11.50' �\ O 1� �. / R E \
aQ/ ♦ ♦♦ 12 5' / 12.7 8 ♦♦ INVERT IN 7.4' ♦♦ \\ �`� `'S, \ 11.50' R5. Cj v c�
♦ ♦ CQ v� 1 ♦ /e INVERT OUT = 7.4' ♦♦ SET IRON �\ SEPTIC TANK # o
R4.5Q' �/ \ \ ♦♦ J/ /`C� O 1�P' ♦♦ Z R2 0 \\ REBAR S\ J/ c
/ ♦ \ ♦♦ Ott / 9.00' 16.ao' qC 2G; ♦ ° / ♦ S6' \\ \\R5J/ 0) 0
/� ♦ ♦ Cp` UMP AN ♦♦ \ \
i \ ♦ C` ', /� 'i// to ♦ 'O1' \ \ a ' I 25.00',7 Z *rcVi N
\ ♦♦ TF / 75 ♦ TOP OF CURB = 0' ♦♦ \\ \\ 1. 9,00'
♦ \ ♦ CRATE ELEV. = 00' R1 a.00' OY/ 1% ♦ \ \js, \ 12 0' CL L # r
TOP OF CURB = 1200 ♦ ♦ J, Gj ♦ \ \ \ y o
GRATE ELEV. = 11,50' \ \ f ♦ q ♦♦ INV. IN = Y/ \ \h°q J = z 0 = N Z'
INV. IN = 8.5' \ ♦ 26-00' ♦ INV. dUT 7.T�' \ \\ \E` m ,
INV. OUT = 8.5' \ ♦ / R4.50 ♦ �S// ♦ \ \ (F turn ^
�(' J J]yt} A \ ♦ 18.a TOP OF CURB = 1`.25'
♦ \ \ R2 .a0'♦ \ \/Iy \ GRATE ELEV. - 10.75'
y ♦ ♦♦ zs.oa' �`Y♦ \ \\\ \\� >> INV. OUT =77.3' %J P
9.00' ♦ if ♦ ♦ TOP UR8 = 11,25' i 11.75' ♦ \ \\ \�' 1$.00' �
1 fl.00' \ ♦ J '
♦ r \ 41. ♦ / GR ELEV. - 10.75' ♦♦ \ \\Op t .T5'
�f \ 6-xb"xv, ♦♦ 26.00' // v. w = 7s' e / ♦ \ \
R5.25'
♦ \, 6"X2" REDUCER ♦ Z 1.5' ♦ \ J =;
\ � \ ♦ / V. OUT = 7.6' e / R 00' ♦ \ \ J � �
\ : \ 6" VALVE ♦ ♦ /O�1° 21.00' 4r \ ♦ \ \Q> J
2E.OD' ♦I f f \ 2" VALVE ♦♦' ♦♦ /� O' / \ ♦♦♦ \ \\\ \\ s JJ 24.25' 9.00' n
♦♦ In
♦♦ //Q4 / SEP11C TANK \ ,♦ \\ \\ IRRs J/ 1t.2 gj yr
♦ �f h
\ ♦ r, f f �� \� ��♦ ♦ / //moo R10.o0' z6.oa' P ♦♦� \\�� \\
F R5-25'
jj ♦ f " ♦ /y o ♦ \ \ tt.25' 18.00' 9.00' 11 Via: D
// off! \ ♦ //�° ♦♦ \ \\ \ <<n R5.25' J i 120' 18.00' yY , Q
♦ "f \ . R ♦ ' q try♦♦ v, o
\ 6" VALVE f �� ♦♦ \ \\ \ " \ TOP OF CURB = it.25'
11.75, TOP OF CURB - 11/25' 7 \ J m
y off �.r 12"X12-X6"xfi" ♦♦ //tom' / G� I GRATE ELEV. = 10,75' ♦♦ \ \\ \ OS• 11.25' GRATE ELEV. _ ,0.75� 18.OD' _
r7 - ♦ v / - INV. IN = 7.`G' ♦♦ \ \\ \ \ iNV. IN = 7.1- / 25.00' 11,50' - •rn v
VALVE ♦ \ \ INV. OUT = 7.1'/ c
rl (2)6" VALVE µ // V. 7.2 ♦, IN OUT
_ } � pew r�lJJ
cif ♦♦ /�/// F�F. LL..JJ _. 1:Z5; �♦♦ \ \\ \ . o JJJ s.00'1a.00 ffis
z ♦ PUMP TAN ♦ \ \ 2 i [;' 24,25' 9.00'
ii25r60 _ 1 ♦♦ / ♦♦ O, v// 5.00 I .♦♦ \\ \\\ \ s 120' 11.25'
wf % r \ \. ♦♦ / ♦ ♦ y/ l R4.25 �. ♦ \ \ 11.25' 11.00'
o �♦ ♦ o // / 1.75' �R�,.� \ \\ \ T5 , R5.25'
11.25'q� ♦♦ / ♦♦ /i / 2%2"x2" iB.aD' R4.50' s( ♦ \ \\ \ J/ $.00' 9.00' 18.00' 9.00 vi
f f ♦ / 26.00' .♦ // R4.50' CO 2` VAL 11.5 OAF,♦ \ \\\ U
r r I -r ... r.. ♦♦ ♦, O♦♦ J \ \ R5.00'
♦ v ? ♦♦ \ \% R5.25' 25,11' 11.50• w Q r o
\ ♦ / ♦ V // 9.QD. $ ♦ \ \ ,1.25' C) t c
♦ 4, 11.75' J i 25.00 \ \ 5.25' 2,'
`
26.Do( ♦ ♦♦ Oe �q. J \ . 25.o0' 11.75' w
/ f f ♦♦ ♦♦ / R25.00' C J s.DD' 3 DR AGE FLUME
\ ' P_ ♦ / ♦ 9, DO' 18.00 / 1.75 6"x2" REDUCER \ \ oA \
♦ ,% 11.75' 18.00 (2)6" VALVE F 11.25' 11.25 al o o
♦ / 9.Da' t$. 2" VALVE \\ \\ �c�r � R5.00'
2$ 00' ♦ \\`� I \\ \ � TOP OF CURB = 11.25'
V ♦ - ♦ TOP CURB = 11.25 \ \ 10 GRATE ELEV. = 10Q W
TOP OF CURB - 0 /
TOP OF CURB = 12,25 / GRATE ELEV. .00' ♦ tlj5' `� ELEV. = 10,75' \ \ O' INV. IN 6.9' R5.00' a A U
GRATE ELEV. = 11,75' C
G 1 26AD' / py
Lj 1,. ♦ INV. IN .0' / � NV. IN = fi.9' \ \\ \ INV. OUT = 6.9' I t• ,.:' \
INV. OUT = 8.75' yC � � 1NV. OU 8.0' JJ 1.75 4�, I V. OUT = 6.9' a C4 < Ln 0.
♦ 7 / w as
�Y ♦♦ / I \ -.. (- \. ♦ J/t1.5' R5.50 � // \ h°p \ \ O \ w a O W
q ♦ r OC!( TO ♦� J' F \ \ 2g 10.75' Q z o
vz�or�WCi-1
♦♦ 411, J 1111.75' 0 n C TA H O U
111 yyyjjjlll
F �U
PUMP TANK I 11.25' \ O\\ \\ R5,O0'
l 129' .♦♦ / ��♦ J fa Rsso' o ♦ 26.00' Qr� °�c \ \ tt.25' 1.0' CG cv
Y 4.50' 26.00 ♦ i .:,' ♦_ J 8 I O R5.25' U ti
♦ O
> /S � \ R5.25' 17.00' 4
! ♦ OP CURB = 25 ♦♦ 1 n . 75 26.00. \ so• �\ \ \ A
j ♦ G ELEV 10. \r 6"X6"X6" TUP OF CURB = 11.25' �C'� I / �� 8.00' 18A0 t1.5` 9.00' 120 \ \ \ \\ /O yr
! ♦ 26.00' ;NV. IN = 6 9 \ Q -" r t 6'X2" REDUCER 9 GRATE ELEV. = 10.75' FT ♦ /p , pq \ \\ R5.00' 11.0' Gy
8.00 9.00 / V. OUT _� 24. 0
♦♦ ,� &0 I 6" VALVE ♦ INV. OUT 7 35' �y I / ° �` \ \ SU' e w
♦ INV. IN 7,35' F ♦ //CZ \ F \ \\ �/
♦♦ ° 2' VALVE ♦ 9.GO' 18.D0 S{�7C5' 9.0 ' 10
♦ OQ 21.00' / .*RI 5.00
,1.7� // /X1911 \ \\ \\ \\ R5.25' 25.00'
13.0' �' 26.00' ♦ / �v \ / C,• ♦♦ ♦ //� 120. \ \ `o� 1s.oa TOP OF CURB = 11,00'
z
/ Qy \ ..; ♦♦♦ ; 1.75 //'Y \ \ \GRATE ELEV. = 10.50' J
i .. 13.0' ♦ >� 26.00' INV. IN = 6.T Q
y ♦ 00'4�Q' / \11.5 SO 11. INV. OUT = 6.7' O'
ell
♦ / � ♦ � ♦ t1.25 \ \ . �
o ♦ ♦ 1Q.aD' \ \ z
R10.0 R 00
' r. 1.25
/ \ /
�1° - � S
'L O
FF. , EifV 13r:5 / �. o- i > \ - _ ♦ ♦ \\ / r'• - / h � \ \ \ oA 4, e`"
g "♦1.50
♦ RIME V. = 11. ' RIM ELEV. - 16.6' \
LE SO / v RIM ELEV. = 11.50' \ \ ! w \
♦ /� \ \ INVERT (N M 6.6'
6'N 'K6"x6 ♦ _ ♦ INVERT IN = 7.25' \ \ \ INVERT OUT = 6.5'
6"X• " R / INVERT OUT = 6.7' \
/ J 1 REDUCE ♦ ' ♦ / IN RT OUT = 7 5' / \
12"x1 x6'X6 ♦♦ / •� �- \, (z)6" VALVE r 9.00' 1$.00' �/. \ \ \ \ \ \ L
i VALVE • ♦ ii i, 22" JALVE ry 2 1 / \ \ \ \ \ \ \ (SEE DETAIL SHEET D1)
2)6" 2" vaE�vk �• / / \� ��// / 5 ao' i `.- 1//y ° / s.00'
r ! ♦ e G
?♦ / R10A0'
♦♦ •?// ,� RtoSo 2s.ao' 120' 9.00' / �� \ \ \ \\Q \\\\
5.0
SEPTIC TANK o ���� ��. . woe// /� `.` oee \\ \\ \ \ \�\\ \\ I o rY
rli
p JO ♦ / 2fi.00' // 71 ♦I // .\ 11. �26.D0' Ra R25.00, 11.75' \e\ \ \�� \ \\F k �{ z
L ♦♦ ` / 1 { 20' DRAINAGE EASEMENT
PUMP TANK Q ♦ ` / / // ` 11.5'\ \ \ \ \\ o !�
TOP OF CUR - 11.75 ♦i♦• / 21.00' -26 op, i t I ♦ /�Oe� �� / \ \ \ \ ��
GRATE ELE } R10.00' / \ \ \ \\ I
LLJ
INV. o _ B.s' ♦♦ ?' �� ao 1 l t.} ♦ /1 26.00' ! , 28O \\\� \�\\s�
♦♦ 26. oo' :. TOP OF CURB = 11.25' o 15,
\ CO OL CORNER "A'- ♦♦ ! ` 26.00' �, \ -" ♦ // 9.00 18A0' !% GRATE ELEV. = 10.75 / \
INV. IN 7.0' \
T #RON R EAR r!v ♦♦ 0O f ��j ^C / 1 0. f \ \ \ FF111
\ 1 ♦ 45' BEND 1 12 �/: F INV. OUT = 7.0' / \ \\ \\ \\
/8'.0/0
•a S 5'57"W S': e° 1 w9C ,� ♦ R25./ °� I iJ. , \ \ \ ^ CL
.� \ \ . \ ` ♦♦♦ ..( 1 2 a ;_.�IiO I GRP OF CUR ATE ELEV.10.50 45Q' 11.75' \ \ \ O
INV. IN = 7.5' h \ \
INV. OUT - 7.3'Lu
\\ \ -- r OP OF CURB = AD' ELEV1 4.50 ,8 NO ♦I
GRATE. . = 1.00 ♦ R4.50' �y \ �
S INV. OUT ~� - 26-00' • LlJ
(� ♦ R10.00' ui
a
}
m
Z
Z O
of
,Z
U
�J LLil
W
l�
/ Ld
/ Q
Ilk,
O
j - 54%'-R4.50'
,
�,. '•. -. -`. \ � . � � � 11.7
�� � � _..•�� ! )• -� � \ � i DA SCALE,
..
v r
' � \ - '�. � � ..� ti - v -- � _ 1 �~--- w .r . ..,r.}-� _. f. � � � -!1 ' �` � - f: _ f " • 09 -17 - OS I"=39
----- t - - J I i I' DESIGNED: CHECKEDi
TOP OF CURB = 11,25'
i BPG MSB
-4, \
GRATE ELEV. - 10.75' DRAWN. APPRDYED.
C , \ram \- 'tii V DMK
y �l INV. OUT = 7.75' �FT�+ ✓l/- tir11MSB
mil', s v
SHEET:
\ GRAPHIC SCALE
30 0 15 30 60 � 120
4 OF 6
CAD FILE:
3471TCB1
IN,IiEE'i' PROJECT N0:
1 inc% = 30 ft.
3471
Dw-

♦•� //ice � 11.75'-
CURB = 12.50' ♦♦• O� // OP OF CURB = 11.60'
1.EOUT 8 1 00 . Q 26.00' R10.50' rye° // GRN'V. OUT. : g 1.00'
18" HDPE •� `L
D' SLOPE = 0.2% • / G,
LENGTH = 55' t ♦ / Q`< /
\\ ♦• / �y/ 11.75
OP OF CURB = 11.50' ♦♦ / Q 26.00,
GRATE ELEV. = 11.00' �Q J �♦ ATE ELEV. = 11.0 ' \ G / 26,00' '. R5.00'
INV. IN = 8.0' INV. OUT B
INVERT OUT
= A'' �\\ /
R5.00'..
o
♦• / O
P 10.75'/ /
♦ �\ V
♦♦♦♦ /� p�' / � R5.00'
U
♦♦• /,��pQ / \\ H DPE
LENGTH= 55' t
R5.00'
TOP OF CURB = 11,25'
GRATE ELEV. = 10.75'
- INV. OUT = 8.0'
f
TOP OF CURB = 11,25'
GRATE ELEV. = 10.75'
INV. IN = 7.8'
INV. OUT = 7.8'
.♦ //� / SLOPE _ 0.2 % / /
120' R5.25' 1.5d
l♦. //y�� // G��� \\ 10,50' 9.00' 24.25'
11.75'/4 q° 11-50' \ SIOo
/ OQ R10.50' oti G� f OP OF CURB = 11,2&' R5.25' \
/2 , GRATE ELEV. = 10.75' 1.0' TOP OF CURB = 11,50' \ o
�
-` INV. IN = 7.8' GRATE ELEV. = ' 18ppO?
/
INV. OUT = 7.8' � INV. OUT = 7.91.91
/ 12.0'
o�
R5.00' R5.25' 9.00' 18,0
D.75'
ri 11100'
F' °
R5.OD': 120
9.00' 25.00' 24.25'
R 10.50' II �pQ�/� {{{��� 9.00'
12 0. Gp�` IN Rs.zs' /
.
i B.00 8.00'
9.00' 1 D.50'
)D' / 7 r
h R5.25'
� '
26.00' R5,00�...:_
26.0
120'
11.0'120' R5.00'
G R5.OD'
OP OF CURB = 11.50' i1'75`
QAF GRATE ELEV. = 11.00' 120'
INV. IN = 7.5' 18.Ob' O
�\ INV. OUT = 7.5' 120`
ti� CFy�\ DUMP TANK C1
9.00'; 26.00' R5.50' O /
11.50' SEPTIC TANK / R5.40' 11.75'
R2 0' \SREBARET N \\ r
\\ \ ( \ R5.50'
12.0' r
RA
?^ SS\ \\ \ I rr �� 9. 12.0'
�♦ �l' \ \\ \ s ' 25.00' R5.25' rr
♦♦ \ \\ \3 1.2 \� 9.60' 120P.R5.00'
1ii; \\\\\\F!
\ ♦ \ *41 18.0 TOP OF CURB = 1.25' r
v
GRATE ELEV. = 1 D.7$'
\ \\ �� INV. IN = 7.3' /
♦ \ \ >>° INV. CUT = 7.3' rr 11.50'
\ ♦ \\ \8.0
\ \
♦♦, \ \\\ \tool .75' rrr ���'�lv R5.00'
♦♦ \\ Imo\ o � R5.25' r �
\ \ ♦�♦ \\rrr 24.25' 9.00'
\ ♦♦ \ \\ � ? I r 120' t � 1L25'
♦,♦
♦�' \\ \\ y °P 11.25' R5.25'' 5.00'AINAGE FLU
♦' \\ \\ ! r 18.00' , 120' 18A0'
♦♦♦ \\ \\\ \ �-; R5.25' rrr
♦♦ \ \\ \ e \ TOP OF CURB = 11.25' r r
TOP OF CURB = 11/25' \ ♦ \ \\ \ rOS\ 11.25' GRATE ELEV. = 10.75'rr 18.OD' 9.00'
GRATE ELEV. = 10.75' ♦♦ \ \ 1 INV. IN = 7.1' r 11.5D'
INV. IN = 7.1' ♦ \ \ INV. OUT 25.Od
INV. OUT, = 7.2' ♦♦ \ \\ \ SIOQ rr
♦♦ \ \\ \ 42� r 24.25 18,00
j ♦♦ \ \\ \ 120' t 9.00' 11.25' \
♦ N 11,00'
R4.25 e♦♦ \ \\\\\\ \ .75' , R5.25' ~\ ,1.25'
f 1.75' 11.25' ° ♦♦ \ \\ \ r 8.00' 9.00' / 9A0'
2"X2°X2" 18.00 R4.50' sl p♦♦ \ \rr \ 18.00'
2" VAL 11.5' c a♦♦ \ \\r \ R5.D0' 1R5.25' 1
\/\
02> •♦♦ r\\�\ \\ 11,25' R5.25' 25.11' 11.50' 25.D
9.00' 0' �O I
r 26,00' \ \ 5.25' 9.0' 'r
25.00' 11.75' 9.00' 11.75' 3FLUME ' DR AGE FE
6"X6"X6"X6" \ \\ \ HOp \ �G
11,75' 1'7 6"x2" REDUCER \ \ F \ (2)6" VALVE 11.25' 11,25' 18.0
r \ \
9.00' 18.00' 18. 2" VALVE ,j \ \\\ \\ �yCT R5.00' OQ�
\\ ye TOP OF CURB = 11.25'
`i• I TOP j3f CURB - 11.25 \ \ r GRATE ELEV. = 10.75' 1
ELEV. = 10.75' \ \ °O INV. IN = 6.R5.00' L I
NV. IN = 6.9' \ \ S / INV. OUT = 6.9' t :' TOP OF CURB = 11.00'
4 I V. OUT = 6.9' GRATE ELEV. = 10,50;
�♦ j // \ B1 \ �� INV. IN = 6.9' ,
10.75' INV. OUT
1111.75' 0 TIC TA 11. 5' // .i: ,,,t: C \ \ )))llt / ry
i
>UMP TANK ; R10.00' 11.25' R5.00'
R5.50' 26.00'/1 11.25'
11.75' 8'CO ,� // 75' "76° ors \�\\ R5.25' 17,00' II R5.25' �
TOP OF CURB = 11.25' ti� / 18.D0' 11.5 ' 26.OD' 120\
GRATE ELEV. = 10.75' F�� I / /� 9.00' 9.D0' \ !Op \ \ \\ R5.00'
1
INV. IN = 7.35'
INV. OUT = 7.35' �9 I F�p \ e O 24,50' goo, aQ
9.00, 18.OG' �� // 1 B.OD' \ \\ • \\ hp \
\ ?� R15.00' s
R 5.25' 25.00' /
B.00 TOP OF CURB = 11.00'
I 1.75 // `Y° \ \\ 10. GRATE ELEV. = 10.50'
r8, 26.00' 4 0 // � \ 9.00. INV. IN = 6.7'
yo 11.5' \SOo 11.25' +NV, OUT = 6.7'
1.7'
\es� // 11.25' \\
r �q°
\\� ys // R10.00 10.0D' 4o
s 1.25'
j� 7•� / y \ < R5.00' O
-�� RIM ELEV. 11.50' 1.25' //oQt, �! \ \� �\ ?�\ RIM ELEV. = 11.50 r
X6`X6"x6" ♦ / v RIM ELEV. = 11.50' \ \ INVERT IN = 6.6' i
INVERT IN = 77.2 / INVERT OUT = 6.7' \ \ \ \ \ \ INVERT OUT = 6.5' 1
j„VALVE
REDUCER t' . �I // INVERT OUT = 7.25' 9.00' 18.00' /� \\ \ \ \ \ \ \ (SEE DETAIL SHEET D1) 1 '
VALVE / / \\ \ \ \ \ \ \ I
6.00' \\�\\`\ i \\\\\\\\\
//\,CCLL R1050', 26.00' 120 S.00' 9.00'
11.2 Y� R2s.Do' 11.75' �\ \ \ � \\
♦ / �o tzo. �26.OD' \\ \ \ \\ \lF I
�� /I 4� .. 11.5• 20' DRAINAGE EASEMENT �f �\\ \ \ \ \\\ \\G I
/ R30.00' / \ e \\ \ \\ \\\ °3 I
/ 26.00'°o�. \ \ \ \\ s
5.
�. 18.Da'10O'L., GRATE ELEV. - 1.75' `/ / \ �\ s�\ \ \ \\\,\
.\ \ \\
APHIC SCALE
30 60 % t?. 120
{ IN FEET )
inch = 30 fi.
LEGEND
OEIR
EXIS',iNG IRON REBAR
DECM
EXISTING CONC. MONUMENT
09R
SET IRON REBAR
PROPOSED FINISHED GRADE
(SA4.0 0p GUTTER FLOW LINE)
5e
EXISTING GRADE
DRAINAGE FLOW INTENT
.°........
PROPOSED WATER SERVICE LINE
PROPOSED FORCE MAIN LINE
sem
PROPOSED STORMWATER LINE
PROPOSED ELECTRIC SERVICE LINE
Q IRON ROD/PIPE
O CONC, MON,
QQ PK NAIL
)�C LIGHT POLE
`-3 UTIL. POLE
UTILS. RED.
❑ WATER METER
HYDRANT
kUlN (,'R FGRMFRk 1'
H.P.B. ENTERPRISES
D B 125 PG- 146
r r- 7 SL, 7 MAP 47-
®!1
��)l J�w fl�- Q

11.0, �e
R5.25'
DOS !
9.00'
1 B.0 j
QF'
ea ?
ti
i
O 5+ TOP OF CURB = 11.00' /
GRATE ELEV. = 10.50%
INV. IN = 6.9' /
INV, OUT = 6.9'
1^ ,
1
i
1
1
I
/
J
f
r
1
i
1,10,E C'F, FOP.EAI_i�LY
H.P.B. ENTERPRISES
i D G. 1 25 P 1 t
STORMWATER MANAGEMENT r-.C. 7 FAAP 42
WET DETENTION BASIN
STORAGE CAPACITY: 60,399 CU.FT.
SURFACE ELEVATION: 9.0' t
STORAGE ELEVATION 6 O'
o
GRAPHIC SCALE
30 O 15 30 60 120
( IN FEET )
1 inch = 30 ft.
LEGEND
OEIR
EXISTING IRON REGAR
E7ECM
EXISTING CONC. MONUMENT
OSIR
SET IRON REBAR
,.tW
PROPOSED FINISHED GRADE
(SALB OR GUTTER FLOW LINE)
h�O
EXISTING GRADE
DRAINAGE FLOW INTENT
.........
PROPOSED WATER SERVICE LINE
'=m
PROPOSED FORCE MAIN LINE
PROPOSED STORMWATER INE
L
STORAGE TOP AREA: 61,982 S4.FT.
DISTURBED AREA:
PROPOSED ELECTRIC SERVICE LINE
PERMANENT POOL VOLUME:
15 SQ.FL 0,860 CU.FT.
PERMANENT POOL ELEVATION: 5.0' ®fRON ROD/'PIPE
PERMANENT POOL AREA: 58,816 SO.FT. • CONC. MON.
FOREBAY VOLUME: 30,845 CU.FT Q PK NAIL
BOTTOM ELEVATION: 2.0'
(SEE POND DETAILS ON SHEET S2) LIGHT POLE
C'as UT1L. POLE
UT1LS. PED.
❑ WATER METER
HYDRANT
Imo— � .•�•I, �.3.•F / � / � ` \ •�\'. \\ \ ) \
/ i �� / / /: •.ors � I � .... V�� =h \ �\ \ ` \ (,
(4) 36" HDPE OUTLET
PIPE W/ F.E.S. dt
RIPRAP APRON / / / /',.•�• ��•\ / 7 \" , /•. r ,/ r�r \ \ \� \ \ \ I
INV. OUT: 6.2'
\ Wa-EXTEND ATLEAST MIDWAY UP SWALE BANKS
1 � \ \•\ . \ ` � r
.\ \ d= 1.125
\\ \ 13,5 c.y. 6' CLASS A RIPRAP TOTAL / / //' I -V 11 1 1 Lr 7
\\ (SEE APRON DETAIL SHEET S2) �� t 1
\ / / �/ /' 1 �- 1 1 11 1 .1 - )., \ 1 1 i OVERFLOW SPILLWAY i I
// f 1 1 1 1 ' s 11 1 1 1 ` INV. IN: 7.0' }
f / ' 1 F 1 1 y INV. OUT: 4.6'
DEPTH: MAINTAIN 1.0' BELOW NATURAL GRADE
LENGTH:f400 L,F. / \
IN, SIRE SLOPE: 3:1 \
\ \ \ \\\\ \ ��\ / �''• I--../ / f `` 1 41 1 1 ` I I LONGITUDINAL SLOPE: 0.6%
J_
ENTIRE SWALE SODDED W TIFWAY BERMUDAGRASS
{ \ II \
l_ E i ' I I (SEE CROSS SECTION DETAIL SHEET S2)
\\\�\����\ � y i ;�'�• .-I � / 1 1 +11 r l � ;, it ,— .� r 1; � a � �
_ f
\ �, I. \ �\\�\ �' � � } ' /•/• %"�` ' w�� 1 1 11 111 t' �t �r 1 .. __ _ .. - - _
r 1
\ SETIIN1�
\REBAR 1.4\\ \` ��- ^f r `s' 1 11 1 1 /�\,f--
TEMP
ARY RIPRCHEO( DAM
\ \ \ \ \ �� y r 4 1 y11 1 1 \ 12 �\ �/ _,�� a -ex•�` .a �� ` _ — OVERFLOW
RBO CON ATRUCTED WITH
LE UNTIL AN
BLE
VEGE ATI ON S ACHIEVED.
\ \ \ {'' �' �-� — — _ L t / / ' �' — �_� xs• — _ _ LOCATE CHECK DAM BEFORE
\ \ ` v' 1 } 'lam r �_. —.v —11— _ ` _�ct•,� — — _ _ OUTLET PIPE RIP RAP APRON -
\ `� 1 � ti �:� _- Y �- '� �^'�. \ N / � � \ ` /� �' % / ! � y �-�•�"-r•�-si.� �- �- ` .. � _ _ - .. (SEE CHECKDAM DETAIL SHEET S2) -.. . .
,
w
-J
.....
�.-. � �, ' • � . re � • .. r' � � �� ��� � � �- — -- -^. — � • \ / /•/ 'r _ .. "' � 'ate � � ... .. ..
4
PVC OUTLET PIP �
✓ \ r _ _.. -- ,� - \ \ ' �, Y / / / INV. OUT. 4 6
y
\ �� f- - -. _ \ DRAWDOWN DEVICE LENGTH: _
\ ` \ \ \ / / (' LONGITUDINASLOPE: 001FT/FT
� , ` f=' (OR SIZING SEE DETAIL SHEET S2) �"
INLET SWAM
,
INV. IN: 6.2.
INV. OUT: 6.15' \ \ \ �r " `' • �.... '' �• �� '� / / j ( \ \
AVERAGE DEPTH• 3 75'
LENGTH: t50 LF.
SIDE SLOPE: 3:1 \ I LIr
-
i \ OUTLET
SLOPE: 0.1%
ENTIRE SWALE SODDED W/ TIFWAY BERMUDAGRASS PIPE M�
/ \ . (SEE CROSS SECTION DETAIL SHEET 52)
RIPRAP APRO
N
� � � / � �- _ / } � � INV. OUT: 4.6'
Wo = EXTEND MIDWAY UP SWALE BANKS \
- - - /
1.5 c.y. CLASS "A' RIPRAP \
(SEE APRON DETAIL SHEET S2) \
I
}
1104' OR OF2�.1!'RLY L
H.P.B. ENTERPRISES 1
O B 125 PG 146
P „ 2 SL, 7 MAP 42
1`
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r
r
I
1
r
1
r
1
i
1
1
m
1
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