HomeMy WebLinkAbout035-87 Nottoway, Section 2 (Revised) - Backfile (2).r
755
750
��_ —
I EXIST C-rcAve
- — MAX. 10YR
W.5 ELEVATION
757.44o
87-21"G0P I5' RIP -RAP
0, 5 X.
M
)r
z U'
N
n_ n
�U ~
c)
'No
t-
a+0
0
SALE
HOKIZ I"=
VEFiT � I" . = 5r2' STORM SEWER PROFILE
760 --
755
750
,�(,AAL.E
XKT
t7fvc-_F-D MADE
pQroT GRADE
@ o.yz
o
In
z
o�
z
I
o
h
+ "�
0
0et
PON P # 5 OUTLET PROFILE
SEWER SUMMARY
FLSTO
8'7' -21" CMP @ 0.5%
35-5" PVC Cd 0.5%
Ex15T1N6
DKAINAL� F#�EMG-tJT
Di -ow OFF
7..
OEM
57lo
- 00 PR POS1rt
106
105 I PCWAD 4
9EE ArMOV6V 104 �I 0 ER MAX W.
I PLAN FDFi TH 15 AREA r 5
DA = 1.62 AC.
103 ✓
X
` .
omFolvirr
\ ll
LEGEND �\I
1R = 1 RISER
F = FIRST FLOOR ELEVATION
—= DRAINAGE DIVIDE
I I
I
WATER INLET COMPUTATIONS
fRM
BER
TYPE
AREA(AC)
C
GA
TCA
I(IN/NR)
Q (cog
�
EFFEC.
LENGHT(FT)
d
(FT)
E(J#16)
T5PREAD
(c�SAG(FT)
REMARK
DI-1
0.91
.75
.68
.65
727
4.'i8
6.75
0.40
100%
9
AGT51N
SUMP
+_ USE 570 6riATE
STORM SEWER DESIGN COMPUTATIONS i
LOGATION
AREA
C
I
TG
Q
SIZE
SLOPE
I CAP
VEL
LENGTH
FROM -TO
1-2
0.91 AC
.75
7.27
WIN
j 4-98
21 GIMP
015 %
6.ICf 5
2.5FT/5
87
�_rx
Fx h"WATER
----------
1 !�
NOTE5 : 1. ORIGINAL PLAN5 DATED AU6LI5T 4, Ig8(6 APPROVED DY COUNTY FALL 1986
2. PLAN REVI5ED DUE TV DUILDING5 7l -102 6EINC7 WILT AT DIFFERENT ELEVATION T14AN
ORIGINALLY APPROVED. AS 51JILTS WERE TAKEN BY DOVE AND A550GIATES
IN APRIL/ MAX 1987 AND AREA WAS REGRADED
3. TOTAL D15CHAR6E FROM WEN FbND5 4AND5 EQUAL THE 915CUARGE PRGPo9EV
ON ORIGIK14L PLAIS, 5EE ATTACHED GDMFUTATION5
4: ALL UTILITIES ARE TUE 5AMEF A5 SHOWN DN PLAN AWR0V5L? BY FREDERICK
CDONTY. THE ONLY CI-IANGI✓5 ARE TO GRADING AND'SIZE OF FMP5 t�4 AND
# 5 f PLUS THE ADDITION OF STORM SEWER 5Y5rEM 1- 2
ocie►�ia � eiiLc. ..
cr CERT. NO.
54-17.3 (a) 893
54-17-3 (b ) 13y
12-;�'
- EXI5T YARD INLET
—
CMPA le'x2q°
J�
-
1 /
/ � 1
/ I
/ 1
I �
INV, = 754,40
THIS POF P0KI OF
DITCH TO E5E PAVED
TOIN5URE
_ — — — UNO�TRUGTED
FLOW FROM OUTLET
OFPOKIP*5
915E APPROVtD PLAN
REVISED GRADING PLAN FOR
A PORTION OF SECTIOW TWO
NOTTOWAY
OPEQUON MAGISTERIAL DISTRIGT
FREDEFRICK COUNTY VIR&WA
SCALE i 0 =1W DATE '• JUME 24 ,19,&7
SUBDIVISION APPROVED
SUB II IVDI SS ON A 041NISTRATORDATE
DOVE & ASSOCIATES
ENGINEERING • PLANNING • 5URVE`(ING
3977 CHAINBMDGE ROAD 3078 5►4AWNEE PRIVE
50ITE B-2 PC. Pox, 2033
FA►RFAX , VIRGINI;A 22030 WING4I?51-6R ,VIRGINIA
5HEeT 1 of 1
755 - -
750 --
87-21"61VIP
p 0.5 i
t-
oo
0
SALE
5MT 5TORM SEWER PROFILE
760
755
150
r
,r,AL.E
VEKT I" = 5'
1 36-5"Pvc
1
@ 0.57
o
vi
�n
z
o�
>
Z t�t5
Z
_
I
0
c'
ExI5TIN6
Ml NAIL EA�MEtJT
5 OW oRR 1-/
- PRDPDhF� bRAOE
— EXIsT C�RApE
-- - MAX. 1oYR 515E Al?i'F10Vf3D
W.5 ELEVATION I
757.44v PLAN F tD8 TH 15 AREA
�5' RIP- RAP DA = 1. 62 AC.
I 1
na p �
Pq,C-,T GRADE
POND #1=5 OUTLET PROFILE
STORM SEWER SUMMARY
1-2 87' -21" C M P 0.5%
3-4 35' -5" PVC Ca 0.5%
TV
LEGEND
1 R = 1 RISER
F = FIRST FLOOR ELEVATION
-- — = DRAINAGE DIVIDE
I I
I
15TTOFRMWATER INLET COMPUTATIONS
F EFFEC.
d
E (#16)
T SPREAD
TYPE
AREA(AG)
C
GA
EGA
I (IN/HR)
(� (c�5
LEN6HT(FT)
(FT)
raaSAG(Fr)
REMARK
*
1
DI-1
0.91
.75
.68
.68
727
4.118
6.75
0.40
too %
9
ACT5 IN
SUMP
+ USE 5T D 6,rTATE
SEWER DESIGN COMPUTATIONS
AREA
C
I
TG
Q
SIZE
SLOPE
CAP
VEL
LENGTH
F
0.91AC
.75
7.27
5MIN
4.98
21GIMP
0.5%
6.2Cf5
2.5FT/5
87
+
ROTE5: I. ORIGINAL PLANS DATED AUGU5T 4 , Ig86 APPROVED 5Y COUNTY FALL 1986
2. PLAN REVI5ED DUE TD BUILDINGS 71-102 f5EING MJILT AT DIFFERENT ELEVATION THAN
ORIGINALLY APPROVED. AS WILTS WERE TAKEN 5Y DOVE AND A550GIATE5
IN APRIL/ MAY 19137 ANP AREA WAG REGRADED
3. TOTAL D15CRARGE FROM NEW FbND5 4AND 5 EQUAL 114E 915CUARGE PROPOSE I
ON 0@61.I41- PLAIDS, 515E AT-TAGNED GOMPUTATION5
A, ALL UTILITIES ARE TUE 5AMe AS 5HDWN ON PLAfJ APPROVED BY FREDERICK
COUNTY. THE ONLY CkID,NGt5 ARE TO GRADING AND SIZE OF FON 5 t#4 AND
# 5 f PLUS THE ADDITION OF STORM SEWER 5Y5rw 1-2
QF
CLEW% t tJ41C.I
u CERT. NO. "
54-17-3 (a ) 093
• 54-17-3 (b ) 139
l
EXI5T YARD INLET
C/MPAAIIe'x29"
INV. = 754,40
�-
THIS FVR1lON OF
DITCH TO BE PAVED
TO I N9URF-
UNOD9TRUGTEv
FLOW FROM OUTLET
OF POND # 5
915E APPRoVEv PLAN
REVISED GRADING PLAN FOR
A PORTION OF 5ECTIOW TWO
NOTTOWAY
OPEDUON MAGISTERIAL DISTRICT
FREDERICK' COUNTY VIR&WIA
SCALE : 1" = g01 DATE 1 JUTE 24 ,19to7
SUBDIVISION APPROVED
DAB
SUBDIVISION ADMINISTRATOfi
DOVE & ASSOCIATES
ENGINEERING • PLANNING • 50RVEYING
M77 CHAIN6RID6E ROAD 3078 5I,4AWNEE DRIV'5
50ITE B-2 PC. PDX, 2033
FAIRFAX , VIIz61NIA nox WIN041!-516R ,VIR&INIA
5HEET 1 OF 1
f
7 55 -- -- - —
750
-- PRDPOSEp bRADE
.- ExIST GRAB
- MAX. 10YR
W.5 ELEVATIOW
757.4-
87-21"GMP
5 RIP -RAP
0, 5/.
>r
Z �
r
-No
t-
oo
0
1X646
NOKIz I"= �VEPiT STORM SEWER PROFILE
� I"= 5'
'760 -
dfvc-� CAS
E<I,257 GRADI✓
755
35'-5"PVC I
p `q ao
ui u�i N
750
z�
>
I
SGAL� u, V)
�IGT�IZ I" = GJD' o o et
POND #5 OUTLET PROFILE
STORM SEWER SUMMARY
1-2 8'7' -21" CMP @ 0.5%
3-4 35' —511 PVC Ca 0.5%
ftroT1N6
MINA 6 E�F�EMEt.IT
5ww Orr /1
57.90
758-'
s oo PR DOSE'
106 r
t
♦I t
105 1 POND 4
5E15 APMOV6D 104 10 YR MAX W. S.
I PLAN FDF? TH15 AREA �I ELEV = 57.89
DA = 1.62 AC.
A= 241.81, /
I X - — —
LEGEND �� I
1R = 1 RISER
F = FIRST FLOOR ELEVATION
-- — = DRAINAGE DI VI DE
I I
I
STORM WATER INLET COMPUTATIONS
NUMBER
TYPE
AREA(AC)
C
GA
£GA
I(IN/NR)
Q (G�g)
P EFFEC.
LENGHT(FT)
GI
(FT)
Eiikl6)
TSPREAO
(lo5AU(FT)
REMARK
1
DI-1
0.91
.75
.68
.68
7.27
4.g8
6.75
0.40
100%
9
ACT51N
SUMP
05E STD 6RATI;
I . --- --
STORM SEWER DESIGN COMPUTATIONS
LOCATION
AREA
C
I
TG
G1
SIZE
SLOPE
TCAP
VEL
LeNGTW
FROM -TO
-
1- 2
0.91 AC
.75
7.27
5MI N
14.98
21 GMP
0,5 %
6.2C f 5
2.5FT�5
8�
+
NOTE5: ►. ORIGINAL PLANS DATED AU6U5T 4 , Ig8(v APPROVED DY COUNTY PALL 1986
2. PLAN REVISED DUE 70 MILDINGS 7l -102 5EING WILT AT DIFFERENT ELEVATION THAN
ORIGINALLY APPROVED. A5 51JILT5 WERE TAKEN 15Y DOVE AND A550CIATE5
IN APRIL/ MAX 1907 AND AREA WAS REGRADED
A TOTAL D15CH4,RGE FROM MJEW PoK05 4 AND 5 EQUAL 74E D16CUAR5E PR9105EV
ON OR161 fJ41- PLAIJS, 56E ATTACHED COMPUTATIONS
4: ALL UTILITIES ARE TUE SAME: A5 3"OWK ON FI,AN APPROVED BY FREDERICK
COUNTY. THE ONLY CI-ID,N6t5 ARE TD GRADING AND 51ZE OF RONP:5 I�4 AND
t 5 f PLUS THE ADDITION OF STORM SEWER 5Y5TEM I - 2
e+%C.
c� CERT. NO.
54-17-3 (a) 893 r
54-17-3 (b) ) 39
J
EX15T YARD INLET
CMPA I5"x29,"I
INV. = 754,40
TH15 PORTION Of
DITCH TO M PAVED
TO I N9URE
UNOmTRUGTBD
FLOW F"M OUTLET
OF POND # 5
9BE APPROVED PLAN
REVISED GRADING PLAN FOR
A PORTION OF SECTION TWO
NOTTOWAY
OPEGUON MAGISTERIAL D15TRIGT
FREDEFRICK COUNTY VIRuINIA
SCALE 1" = 030I DATE ' JUME 24 ,19,67
SUBDIVISION APPROVED
SUBDIVISION l DA
ADt�!R�—
DOVE 8 ASSOCIATES
ENGINEERING • PLANNING • 5URVE`flNG
3077 CHAINBRIDGE ROAD 3078 c- 4AWNEE PITIVt;
50ITE 5-2 P0. wx , 2033
FAIRFAX , VI%INIA 22030 WINC1-tl?51-ER ,VIR&INtA
SHEET 1 of 1