HomeMy WebLinkAboutSUB200300020 Plan - As-built Final Plat 2002-11-20NOTES:
1. THE ABBREVIATION V.D.O.T. MADE HEREAFTER REFERS TO THE VIRGINIA
DEPARTMENT OF' TRANSPORTATION. THE TERM COUNTY REFERS TO
ALBEMARLE, VIRGINIA.
2, PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION WITHIN ANY EXISTING
PUBLICRIGHT-Of- WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD,
A PERMIT FOR SAID CONSTRUCTION SHALL BE OBTAINED FROM THE
VIRGINIA DEPARTMENT OF TRANSPORTATION (HEREAFTER ABBREVIATED
VDO-T). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE
REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR
"THE REQUIREMENTS OF THE PERMIT SHALL GOVERN.
3, CONSTRUCTION INSPECTION OF ALL PROPOSED ROADS WITHIN THE
DEVELOPMENT WILL BE MADE BY THE 'COUNTY. THE CONTRACTOR MUST
NOTIFY THE DEPARTMENT OF ENGINEERING (296-5861) 48 HOURS IN
ADVANCE OF THE START OF CONSTRUCTION.
4. ALL PAVING AND DRAINAGE RELATED MATERIALS AND CONSTRUCTION
METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND
STANDARDS OF VDOT. ALL EXCAVATION FOR UNDERGROUND PIPE
INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE
CONSTRUCTION INDUSTRY (29 CFR PART 1926).
5. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN
ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND MUST
BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CON-
STRUCTION.
6. UPON COMPLETION OF FINE GRADING AND PREPARATION OF THE
ROADBED SUBGRADE, THE CONTRACTOR SHALL HAVE CBR TESTS
PERFORMED ON THE SUBGRADE SOIL. THREE (3) COPIES OF THE TEST
RESULTS SHALL BE SUBMITTED TO THE COUNTY. IF A SUBGRADE SOIL
CBR OF 10 OR GREATER IS NOT OBTAINABLE, A REVISED PAVEMENT
DESIGN SHALL BE MADE BY THE DESIGN ENGINEER AND SUBMITTED
WITH THE TEST RESULTS FOR APPROVAL.
7. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED
AND MULCHED. MAXIMUM ALLOWABLE FILL OR CUT SLOPE IS 2:1.
WHERE REASONABLY OBTAINABLE LESSER SLOPES OF 4-:1 OR BETTER
ARE TO BE ACHIEVED.
8. SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WITHIN
THE PUBLIC RIGHT-OF-WAY OR WITHIN EASEMENTS PRIOR TO
ACCEPTANCE BY VDOT (ALL DRAINAGE OUTFALL EASEMENTS ARE TO BE
EXTENDED TO BOUNDARY LINE OR A NATURAL WATERCOURSE.)
9. GUARDRAIL LOCATIONS WHERE SHOWN HEREON ARE APPROXIMATE.
EXACT LOCATION AND APPROPRIATE END TREATMENTS WILL BE FIELD
DETERMINED AT THE TIME OF CONSTRUCTION. ADDITIONAL GUARDRAIL
MAY BE REQUIRED AT LOCATIONSNOT SHOWN WHEN, IN THE OPINION OF
VDOT, THE DIRECTOR OF ENGINEERING OR HIS DESIGNEE, IT IS DEEMED
NECESSARY. WHEN GUARDRAIL IS REQUIRED IT SHALL BE INSTALLED
FOUR FEET OFFSET FROM THE EDGE OF PAVEMENT TO THE FACE OF
GUARDRAIL AND ROADWAY SHOULDER WIDTHS SHALL BE INCREASED TO
SIX FEET.
10. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE
REQUIRED 'TO STABILIZE A DRAINAGE CHANNEL WHEN, IN THE OPINION
OF VDOT, THE DIRECTOR OF ENGINEERING OR HIS DESIGNEE, IT IS
DEEMED NECESSARY.
11. A MINIMUM CLEAR ZONE OF TEN (10) FEET FROM THE EDGE OF PAVE-
MENT SHALL BE MAINTAINED ON ALL RESIDENTIAL SUBDIVISION STREETS.
ADDITIONAL CLEAR ZONE MAY BE REQUIRED DEPENDING ON THE
CATEGORY OF ROAD DESIGN.
12. COMPLIANCE WITH THE MINIMUM PAVEMENT WIDTH, SHOULDER WIDTH
AND DITCH SECTIONS, AS SHOWN ON THE TYPICAL PAVEMENT SECTION
DETAIL, SHALL BE STRICTLY ADHERED TO. EXCEPTIONS WILL NOT BE
ALLOWED.
13. UPON COMPLETION OF 'THE ROADWAY CONSTRUCTION, STREET NAME
SIGNS SHALL BE INSTALLED BY THE DEVELOPER AT ALL STREET
INTERSECTIONS. SIGNS AND THE INSTALLATION THEREOF SHALL
CONFORM TO "ALBEMARLE COUNTY STREET NAME SIGN REQUIREMENTS".
THE DEVELOPER SHALL BE RESPONSIBLE FOR MAINTENANCE OF THE
SIGNS UNTIL THE ROADS HAVE BEEN ACCEPTED INTO THE STATE
SECONDARY ROAD SYSTEM.
14. TRAFFIC CONTROL OR OTHER REGULATORY SIGNS OR BARRICADES
SHALL BE INSTALLED BY THE DEVELOPER WHEN, IN THE OPINION OF THE
DIRECTOR OF ENGINEERING OR HIS DESIGNEE, THEY ARE DEEMED
NECESSARY IN ORDER TO PROVIDE SAFE AND CONVENIENT ACCESS.
ALL SIGNS OR OTHER REGULATORY DEVICES SHALL CONFORM WITH THE
VIRGINIA MANUAL. FOR UNIFORM TRAFFIC CONTROL DEVICES, LATEST
EDITION,
'15. SITE IS WITHIN THE WATERSHED OF THE SOUTH FORK RIVANNA
RESERVOIR, UPSTREAM OF THE PROPOSED LICKINGHOLE CREEK
IMPOUNDMENT.
16. THIS SITE IS NOT LOCATED WITHIN THE LIMITS OF THE 100 YEAR FLOOD
PLAIN AS DESIGNATED BY THE NATIONAL FLOOD INSURANCE PROGRAM.
17, MAXIMUM HEIGHT OF ALL BUILDINGS IS NOT TO EXCEED 35'.
18. OUTDOOR LIGHTING IS TO BE DIRECTED TOWARDS THE SITE AND AWAY
FROM ADJACENT PROPERTIES AND ROADWAYS.
REVISIONS
f
_.-N _D S A -V-L- C -1 -1 -ml I v - 11 AUGUST 27, 2002
OCTOBER 15, 2002
NOVEMBER 20, 2002
SECTION 2
WHITEHALL MAGISTERIAL
AI_BEMARLE COUNTY,
1/4": V
c
DISTRICT
VIRGINIA
TO RTE. TMP 57-29B
ROZET 240
TMP
56-92
VICINITY MAPTMP
57-30
SCALE: 1"=2000'
ROAD PLAN/PROFILE
AMBER RIDGE ROAD AND MOREWOOD LANE ARE PUBLIC ROADS
TO BE DEDICATED 'TO PUBLIC USE
28.0'
165#/S.Y. SM -9.5A
w
z
I
CK
w
F_
z
TYPICAL 5' CONCRETE SIDEWALK
WITH 2" MIN. STONE BASE(TYPE 21-A)
CG -6
12.0' No 2.0' /4„:1
SURFACE SLOPE TO
MATCH GRADING PLAN.
T.
5'-0"
PRIME COAT REQUIRED
BETWEEN SUB -BASE 8" AGG. BASE(TYPE 21A) SUBGRADE=CBR MIN. 10
AND BASE (95% COMPACTION)
6X6 WELDED WIRE MESH
OR FIBERGLASS REINFORCED
AMBER RIDGE ROAD AND MOREWOOD LANE
TYPICAL SECTION
AMBER RIDGE ROAD STATIONS 12+68.31 TO 21+28.98
MOREWOOD LANE STATIONS 10+00 TO 15+52.86
N.T.S.
DESIGN SPEED=20 MPH
w
z
z
TYPICAL 5' CONCRETE SIDEWALK
WITH 2" MIN. STONE BASE(TYPE 21-A)
36.0'
165#/S.Y. SM -9.5A CG -6
1/4».1, -0 16.0 2.0'-.-"- 1/4
3" BM -2537.5 MATSURCHFACE SLOPE TO
GRADING PLAN,
50-01 5'-0"
6" AGG. BASE(TYPE 21 A) SUBGRADE=CBR MIN. 10
(95% COMPACTION)
6X6 WELDED WIRE MESH
OR FIBERGLASS REINFORCED
AMBER RIDGE ROAD
TYPICAL SECTION
AMBER RIDGE ROAD STATIONS 10+00 TO 12+68.31
N.T.S.
DESIGN SPEED=25 MPH
BENCHMARK IN FRONT OF A.C.S.A. WATER STORAGE
TANK ON SOUTH SIDE OF STATE ROUTE 240.
ELEVATION= 641.08
ALL EASEMENT ASSOCIATED WITH THIS PLAN
AS WELL AS SUBDIVISION RECORDED AT
DB.2398 PG.661-675, DB.2855 PG. 364,
AND DB. 2855 PG. 369 AMONG THE LAND
RECORDS OF ALBEMARLE COUNTY, VIRGINIA
19. SHADED AREAS DENOTE SLOPES 25% OR STEEPER.
20. A 10" DRAINAGE AND UTILITY EASEMENT SHALL BE RESERVED ADJACENT
TO EACH LOT LINE (EXCEPT LINES CONSTITUTING PARTY WALL
BOUNDARIES) AND WILL BE DEDICATED TO PUBLIC USE WITH THE
RECORDING OF THE FINAL PLAT.
21. TYPICAL YARD SETBACKS: 25' FRONT YARD, 10' SIDE SETBACK (EXCEPT
AT COMMON WALL) AND 20' REAR SETBACK,
LZ, MLQWKLU t-ANr\lNU IS Z SPACES PER UNIT; 100 SPACES ARE PROVIDED
FOR 510 UNITS.
23. WORK" SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY
SERVICE AUTHORITY INSPECTORS, THE CONTRACTOR WILL BE
RESPONSIBLE FOR NOTIFYING THE PROPER SERVICE AUTHORITY
INSPECTORS AT THE START OF WORK.
24. THE LOCATION OF EXISTING UTILITIES ACROSS OR ALQNG,- THF .LINE OF
THE PROPOSED WORK ARE NOT NECESSARIl_Y,SKOVvN ON THE PLANS
AND WHERE SHOWN ARE ONLY APRROXIMATELY CORRECT. THE
CONTRACTOR SHALL ON HIS!.OU INITIATIVE LOCATE ALL UNDERGROUND
LINES AND STRUCTURES AS NECESSARY.
25. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE GENERAL
WATER AND SEWER CONSTRUCTION SPECIFICATIONS AS ADOPTED BY THE
ALBEMARLE COUNTY SERVICF: AUTHORITY ON JANUARY 20, 1983, AS
AMENDED JULY 1, 1998.
26. ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY.
27. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING "MISS
UTILITY" (1-800-552-7001).
28, ALL WATER AND SEWER PIPES SHALL HAVE MINIMUM OF 3 FT. OF
COVER, MEASURED FROM THE TOP OF PIPE, OVER THE CENTERLINE OF
THE PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS
AND WATERLINES, ETC.
29. P.R.V.S MAY BE REQUIRED,
30. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE
OF ROADSIDE DITCHES.
31. 20' WIDE EASEMENTS, CENTERED ON THE PIPELINE AND APPURTENANCES
SHALL BE DEDICATED TO THE ALBEMARLE COUNTY SERVICE AUTHORITY,
EXCEPT WHERE THE LINE IS !N A PUBLIC ROAD RIGHT-OF-WAY OR AN
ACCESS EASEMENT, IN WHICH CASE THE ACCESS EASEMENT SHALL ALSO
BE DEDICATED AS A UTILITY EASEMENT.
32, 3' MIN, SEPARATION REQUIRED BETWEEN WATERLINE AND STORM SEWER
CULVERTS OR 6" SEPARATION WHEN WATERLINE IS INSULATED. USE
1/2" THICK THERMA-CEL PIPE INSULATION IN 3'X4' SHEETS AS
MANUFACTURED BY NOMACA, INC. OR EQUAL APPROVED BY ALBEMARLE
COUNTY SERVICE AUTHORITY. INSULATION TO EXTEND 5' BEYOND ENDS
OF CULVERT WHEN PARALLEL.
33. TOUCH READ METERS ARE BEING USED BY THE ALBEMARLE COUNTY
SERVICE AUTHORITY. TO ACCOMMODATE THESE METERS, METER LIDS
WILL REQUIRE A 1-3/4" HOLE TAPPED INTO THE CENTER OF THE LID.
BLIND TAPS OR PLUGS SHALL. BE PROVIDED TO PREVENT DEBRIS FROM
ENTERING THE BOX PRIOR Tn METER INSTALLATION.
34, CERTIFICATION THAT 95% COMPACTION IS OBTAINED SHALL BE
PROVIDED FOR ALL FILL AREAS UNDER WATER AND SEWER LINES AND
APPURTENANCES. THIS CERTIFICATION SHALL BE SIGNED BY A
PROFESSIONAL GEOLOGIST. THE CERTIFICATION SHALL STATE THE
EXACT' AREA THAT THE CERTIFICATION APPLIES TO.
35. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE
RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE,
36. BENCHMARK: USGS (641-08) IN FRONT OF WATER TANK ON SOUTH
SIDE OF RT. 240.
37. SIDE SETBACKS ARE 10' IN ACCORDANCE WITH PROVISIONS OF SECTION
4.11,31 & 4,11,3.2 OF THE ALBEMARLE COUNTY ZONING ORDINANCE.
38. WHERE CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY
ENTRANCES SHALL CONFORM TO V.D.O.T. STANDARD PE -1,
39, PLAN APPROVAL VALID SUBJECT TO FINAL SUBDIVISION PLAT VALIDATION.
SHOULD THE FINAL PLAT FOR THIS PROJECT EXPIRE PRIOR TO SIGNING
AND RECORDATION THEN APPROVAL OF THESE PLANS SHALL BE NULL
AND 'VOID.
40. STANDARD CD -1 OR CD -2 UNDERDRAIN AREAS REQUIRED AT ALL OUT
AND IFILL TRANSITIONS AND GRADE SAG POINTS.
41. LOCATION OF ALL SIGNS TO BE SHOWN ON THE PLAN: STOP SIGN,
STREET NAME SIGN, SPEED LIMIT SIGN, ETC. (SPEED LIMIT TO BE POSTED
5 MPH BELOW DESIGNED SPEED).
42. ALL REQUIRED SIGNS TO BE FURNISHED AND INSTALLED BY THE DEVELOPER
PRIOR TO ACCEPTANCE.
43. CONTRACTOR SHALL FIELD VERIFY LENGTH OF ALL STORM DRAINAGE PIPE.
CROSS SLOPES SHALL BE MAINTAINED AS SHOWN.
44. SPEED LIMIT POSTING TO BE DETERMINED BY VDOT PRIOR TO ROAD ACCEPTANCE.
45, ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT
SPECIFICATIONS AND STANDARDS OF VDOT. ALL EXCAVATION FOR UNDERGROUND
PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION
INDUSTIRY (29 CFR PART 1926).
46, PAVED, OR RIP -RAP LINED DITCH MAY BE REQUIRED TO STABILIZE A DRAINAGE
CHANNEL, WHEN IN THE OPINION OF VDOT, THE DIRECTOR OF ENGINEERING OR
HIS DESIGNEE, IT IS DEEMED NECESSARY.
47. AMBER RIDGE ROAD AND MOREWOOD LANE ARE PUBLIC ROADS AND WILL BE
DEDICATED TO PUBLIC USE.
AS -BUILT SHEET INDEX
1
NMI
Rw
COVER SHEET
ROAD PLAN AND PROFILE
STORM SEWER PLAN AND PROFILE
DATE
JUNE 5, 2002
SCALE
1 "=30'
I
01-024-01
DWG. NAME
RDWAT.DWG
W
GNET/C
ME.
0 20 40 80
SCALE IN FEET
65(
64C
63C
620
610
600
DATUM' ELE, V
590,00
[P TIES INTO
EXISTING ROAD
AS -BUILT
ENTRANCE
15\� "
STOP SIGN
REQUIRED
' 0
A CC--! 2'2N a
AMP
0
40'
L 0 17'
C
4_32'
38
ylc'? 6, 09"/f
-
C
Y,
C-2
TA
TA
R R 10 554'22 '
I
DO
C
C 86 9o'
17" 52'
+
EP TIES INTO
"
EXISTING ROAD
11+00\
00
STA36 QO'
_ 3.00'
A BER RI
R=180.00
_DGE__
\ (50 -00' R/
ROAD GG 9G
W)
C4
DELTA-Elliv
18*0"
'5'00'
35.00 ENT
L
17.89, TO IC
PUBLIC U A1176
S
C -_ E�
N 2
7'
NEW GUARDRAIL
cp.,
7_3
�p
-89- 54' 19- W
��2 �� yam? \ DecC-6
2255, 42'-3 AS -BUILT L 8
OUTLET LOCATION C.
Ce 79.74'
so. 16
la E
DEL'7A C-,3 RO
R 8' 37 45'
Ks 60:
L 8 is,
C ZZT 11,
ce 8-�w Ir.
N 3& 37' 92'
� \ \vis
D
D)l
RA
yNr
12
V!
FA� OF, CURB
AMBER RIDGE ROAD
PLAN VIEW
SCALE: 1 "=30'
19
C
MATCHLINE (MATCH TO SHEET 3 OF 4)
I z-tuu 115+00 14+(00 15+00 15+50
Ol
� �` ��- yam.. ----•'
t7
AMBER RIDGE ROAD
PROFILE VIEW
HORIZONTAL SCALE: 1"=30'
VERTICAL SCALE: 1"=10'
REVISIONS
AUGUST 27, 2002
OCTOBER 15, 2002
NOVEMBER 20, 2002
0
J
DAM M.ENSEN
No. 11 84
0
0 "ONAL 01vt
CERTIFIED
TO AS -BUILT
INFORMATION
ONLY BY
WW ASSOCIATES
4-12-04
ENGII'MERS
SURVEYORS
PLANNERS
A
ASSOCIATES
147%illfL RMGF. ROAD
LYNCHBURG, VIRGINIA 24502
PHONE' 434,532.61-5
FAX: 434..iK,61i9
DATE
JUNE 5, 2002
7
PLOT
SCALE
1 =30'
JOB NUMBER
01-024-01
DWG. NAME
RDWAT.DWG
HIG-I
POINT STA = 13+43.81
ro
LOW POINT SIA
= 15+10.63
PVI STA = 12+75.6�
(0C14
L6
rl�
f-0
r�l
PVI STA =
15+00.63
100.00' vc
PVI ELEV = 645.22
N
+
0
-.4-
6
0
(�
0-)
PVI ELEV
638.47
PVI �TA
= 10+62.63
A.D. —11.00
-'4-
(o
+
't
A.D.
5.00
+
---P-VL
aEv-
K 27.27
Ld
()
..
K
20.00
A.D. = 4.00
(o
00
04
tO
>
V)
0
>m
>V)
0
< 25.00
m
>
LLJ
cQ
00
bi V)
C)
C-�
0 0
>
C)
>
co
K) 00r0
f a)
rd
CA
n
0)
0)
C-4
r-
0
00
aJ
(,o
C)
L0
o
(56
C6
04
Cd
6
.
4
t1r)
.0
Cd
ff)
C5
4-
C�
C5
t
6
r)
(o
Q0
cfJ(o
Q0
Qo
CD
(D
(o
�o
Q0
(o
(D
(o
Qo
(ol
(o
DATE
JUNE 5, 2002
PLOT SCALE: 1"=30'
METam
01-024-01
DWG. Nj
STORM3.dwg
0
0
0
(,o
lz
— V) L9
rl
to
ul)
00—
+
FINISHED
M
+
0
(D
1�0
N
Z
7-0
GRADE
EXISTING
(6
K)
+
+
LJ CD
M -c
< LLi
GRADE
"I'C4
CL
V) :F V)
r.
LLJ
� V)
EXISTING
GRADE
0 0 0 0 04
0)
LO
(j) Ln
+
4
d
++
z
L0
rn
0 Lo
co
bi
cot
M
t, y
(>
II
3.1 cr) 2-
0) (TYP.)
N.41
r)
bcpcD,-ro
I II t=:4k
Lj
O
<
,-
06
li
<
wOq
+
CID0oc-CL
z
a11
o F- < L'i
28.1
I[C C)+
-30
M
6
464,11—
"
15RCP
(o
00 IV) (f)
0
02.81%
Q0
00 co U),
FIN ISHEDc
$. 1
0
GRADE
RCP
C 404
-7
0)
O�)
4L
(4—
C)
lk
9L
3'
RCP
b
() (4
(4
Lr)
C3. 9 O'�
to
V) .
1) r)
0(>
z
@2, 81 %
11
1
00
00
ry
w 112"
:D
()
F- ()(0
M
C) , f Z,
*
>:
Z-1
-
z
C4
'T
r-
>
Fa z
d cl -1
0
>: <
CL Z
<
<
00 V)
V)
1-:
to
L0
r--
0
to
0
Ln
0
r6
n
cd
tr)
V-�
rr)
C3
14-
66
It
(o
(D
(D
Co
(c)
Q0
((D
DATE
JUNE 5, 2002
PLOT SCALE: 1"=30'
METam
01-024-01
DWG. Nj
STORM3.dwg
0
(,o
lz
— V) L9
to
ul)
00—
+
FINISHED
M
(D
1�0
N
Z
7-0
GRADE
1
—
(6
K)
6 V') + 0
+
LJ CD
M -c
< LLi
(L
CL
V) :F V)
� V)
EXISTING
GRADE
L0
rn
0 Lo
co
bi
ZI
M
t, y
(>
II
3.1 cr) 2-
0) (TYP.)
N.41
0 ()
Lli
Lj
O
06
wOq
+
z
oc)
28.1
I[C C)+
z
<�
4
6
464,11—
"
15RCP
(o
00 IV) (f)
0
02.81%
Q0
00 co U),
DATE
JUNE 5, 2002
PLOT SCALE: 1"=30'
METam
01-024-01
DWG. Nj
STORM3.dwg
/0
sN
DRAINAGE IMPROVI-MENTS
LOTS 33) 34) &35
PLAN VIEW
SCALE: 1 "=30'
640
630
D
urW
620
V)
VI)
0 cfl
ca 0 LIJ,
000
C14 (Y ('0
6
J11)z VI) Ql r LOLJUJ
_j
bi Ui L" 0 omw
600
590
DATUM ELE V
580, 00
(N
c
(,0
z E;:Q1
V{,GNETIC
mFp,ap,N
10+00
STORM SEWER
SECTION 8-10
PROFILE VIEW
HORIZONTAL SCALE: 1 "=30'
VERTICAL SCALE: 1 "=10'
STORM SEWER
SECTIONS 8-10
AND 11-13
PLAN VIEW
SCALE: 1 "=30'
sTA Ku", V�OXD
0
F_
�50
z Lj
640
z d
A LO::
Lij
ZLli
N
z
LO)
Lo
-1 (5
I
00
cr_
U-)
(N
cl)
L,J +
f— 0
c ) �t
C
[L. <
0)
E i
C5L(i+
FINISHED
00v;_-
SII D_<
0
2
co
I CL
GRADE
co
Z�
>
cy
100
610 -0
z
-7
�'6
_h
GRADE
(D
MLO
ct Lfoo)
0
EXISTING
(50i
T O
z
GRADE I()(c)
0
F-
-6105"
00
V)
r-
c 4 ,
>
R—
ry
rq
L6
4
_0 LL
0
N (D
N
ci7
c0 c0
CQ Q0
10+00
STORM SEWER
SECTION 8-10
PROFILE VIEW
HORIZONTAL SCALE: 1 "=30'
VERTICAL SCALE: 1 "=10'
STORM SEWER
SECTIONS 8-10
AND 11-13
PLAN VIEW
SCALE: 1 "=30'
sTA Ku", V�OXD
0
F_
�50
z Lj
640
z d
A LO::
DATUM ELE V
590.00
(0 cc
11+00
11+18.50
0
ZLli
N
LO)
Lo
W
I
L0 Lo + Lu +
o6c)(D
cl)
i II
630
[L. <
0)
E i
cj
LLI
SII D_<
0
2
co
Z�
>
cy
100
V)U)
Di
z
GRADE
ui
z
620
0
F-
-6105"
CJ.
V)
r-
c 4 ,
>
R—
V)
(f)
_0 LL
<
0
rn
66 .
Zz
+
0
ZZ Zz
6
t
<
Q)
0)
0)
U) U) 0 0 �V)LJLLJ
T
c
0
I
W -,-:
__j_j w w LLJ V) 0
LP Lid
ca
LO
600
DATUM ELE V
590.00
(0 cc
11+00
11+18.50
10+00
STORM SEWER
SECTION 11-13
PROFILE VIEW
HORIZONTAL SCALE: 1 "=30'
VERTICAL SCALE: 1"=10'
ff)
ZLli
N
LO)
0
W
I
L0 Lo + Lu +
1`111
0
i II
Oo
3 11
[L. <
0)
E i
0
00 I 11
SII D_<
0
2
EXISTING
GRADE
FINISHED
GRADE
F-
-6105"
CJ.
(J;
r-
c 4 ,
>
R—
0
_0 LL
cra
66 .
Zz
ZZ Zz
Q)
0)
T
c
0
I
W -,-:
ca
LO
C14
�0
(jD 70
L
10+00
STORM SEWER
SECTION 11-13
PROFILE VIEW
HORIZONTAL SCALE: 1 "=30'
VERTICAL SCALE: 1"=10'
)0
0
11-1-00
11+09.33
REVISIONS
AUGUST 8, 2002
AUGUST 27, 2002
\–OCTOBER 15, 2002
TH OP
DAVID M. JENSEN
No. 114 4
"*A P)MAL
CERTIFIED
TO AS–BUILT
INFORMATION
ONLY BY
WW ASSOCIATES
4-12-04
ENGINEERS
SURVEYORS
PLANNERS
A
AsSOCIATES
147 MILL RIDGE ROAD
LYNCHBURG ,VIRGINTA 24.Ql
1111ONT: lu:,ti',2.6115
FA%; 434.,l,'2.H7)
SCALE
PLOT SCALE: 1"=30'
VA
F
01-024-01
DWG. NAME
STORM3.dwg
� 1 i
ff)
LO)
to
W
LQ +
n
1`111
0
i II
Oo
3 11
[L. <
0)
E i
1---(n
)0
0
11-1-00
11+09.33
REVISIONS
AUGUST 8, 2002
AUGUST 27, 2002
\–OCTOBER 15, 2002
TH OP
DAVID M. JENSEN
No. 114 4
"*A P)MAL
CERTIFIED
TO AS–BUILT
INFORMATION
ONLY BY
WW ASSOCIATES
4-12-04
ENGINEERS
SURVEYORS
PLANNERS
A
AsSOCIATES
147 MILL RIDGE ROAD
LYNCHBURG ,VIRGINTA 24.Ql
1111ONT: lu:,ti',2.6115
FA%; 434.,l,'2.H7)
SCALE
PLOT SCALE: 1"=30'
VA
F
01-024-01
DWG. NAME
STORM3.dwg
� 1 i
JUNE 5, 2002
PLOT SCALE:
STORM3.dwg
�
6 --
EXISTING
00
GRADE
+
0
FINISHED
G
GRADE
(o
V)
C)
r3
wo
Lq
�oc
C4 N 0
0 -
0
TI
Lj
V V)
C)
LtF
0(6
N
ci > +
<
24 itz 11
0 0
EXISTING
GRADE
U-)
U)
2 �--
('00
cr-
oo
M
r-1)
c4u)
()T-
Cj
Lo
m
to
00
U)
Ld r7
m
.t
ca o
FINISHED
uj
ZN
d
00
+
M
po
m C,4 0
z
V-)
j-
r +
00
006
GRADE
ui
N
N
Z)
n
I
I -
. 1� to
cr U-)
to-
c c
() (
<
5 f- 22 II
0
0
7--
00
O
+
r-
CL
'00)
+
M
w
ca -i
F
-
+
M 00
N
m —0
,
+<
o o F-
-11
+
z
0
C 4
04 C::()
i
C'4
<a
(n
C4C,4N
qo
I <
D
M -
0 -1
0 F -F-
V)
(D (j)
(t
F-
<
F--
(,(4)
@
(oc -
4-1:111()
0- <
o I--
107
It
2� 11 c
CD
- a-<
0 F-
C
N(
t .
Z <
0
r
F -
i�-, �a8w-
C'4(
4
< F-
co V) V)
D
00 �q- (:)
Lo
—
co
6 5
CAN
cl
C)
IL <'
0
'69V4�
c
A
CDC
()C,4
(400
C14
ro
C'4Cq
W
C'4
0
z Z -Lc)
z
o <
Q
OL
73.3
<3 C)
C
4N (Ico
F -F-
F- m
��
00
t7
g5.04%
NN
F (b(00
ZZ
z z
C14
L)
66
V) F-
D
CR
:D:)
00
ln
ZZ
-610
of 0
ZZ
2
L
co
LZ
ZT
T��
rri
z
06
Col 3 Do,
3 D7o
N
;z
>:
144.9 8--18
R CP @ .95%
—
—
;6� (000
CL
> >
0!� Zz
Z
00
N
G12"
MIN.
0011 D
IT)
0
�o
z
z
L0
"Zo
Z
00
0
m
j
z
>:
I . I M
q- 0 m
00
co
04
(c) .
. CDLf)
.
(Vt �
i5
0
0
(D
0
r
N
-1t
Lr)
C -A
d'
r-
0
PC)
00
rn
NN
Lri
r7
n
C'4
L6
C �)
6
r-1)
c6
r l -)
r -j
Qc)
(_0
(,o
(c)
(o
Qo(o
Q0
JUNE 5, 2002
PLOT SCALE:
STORM3.dwg
�
6 --
EXISTING
00
GRADE
+
0
FINISHED
G
GRADE
(o
V)
C)
r3
wo
Lq
�oc
C4 N 0
0 -
0
TI
Lj
V V)
C)
LtF
0(6
N
ci > +
<
24 itz 11
0 0
JUNE 5, 2002
PLOT SCALE:
STORM3.dwg
PLOT SCALE:
EMOTE
01-024-01
STORM3.dwg
Ld
0
wrn
z
Z
cr)
cl�
n
C3 M +
N
w+
F— 04
Lj
�–
+
C14
nr
ot
cITINISHED
r.0
ED
11
<
0
T+,RADE (14
(3_ <
'
0 F-
<
4-1
<
tt V)
V)
m
lk
Q -1L
O(D
<
Ld
27
rr) Iq ,
0
r, r< +
+ F-
F
�
co M
(o c,
Lo
304
•
tQ
EXISTING
GRADE
fy 0
�
C) 00
NO
2
-IL
I-
.> U
G RADE
<
Z)I
0()
U)
$10
05
z�Q�~
0
it
z Z r600----
z
-610 00 (no
-
>
pE
UJ
L0
Zz
z
V) C5
lii,
J
—1 5tp RCP
(.0 M
0)
b -) 00
c D
0—
�T-
(o
@1.92%
0
(9) W
'
—
(6
U-)
:D
Lr)
Lo
:D:3
0()
1
-
Z <
(
0�>
V) 00
00
Z7
03.81 %II
00
wo
0�)
z -,
CU
1 11 3: cp
T-
0
> >
28.66'
( 1,20'
tiD
fl
\
,! -zz
�7-
81'-15"
RCP
Ld
3: 't
Z�
z
<
&.8599.
LLJ
00
V) W
02.06%
Z9
<
Q0
00 00 V) U) Lo
re) 000
N
M
0
x 0 Q0
<
aiQ
00
66
(D 0
C)
'ji b
04
< F-
00
V) (1)
PLOT SCALE:
EMOTE
01-024-01
STORM3.dwg
Ld
-(—N
C)
Z
0
Lj
�–
+
C14
0
0
<
m
m tc)
Ld
I
rr) Iq ,
0
r, r< +
+ F-
�
EXISTING
304
1-: +
(.0
U 1---
fy 0
Loc)
- I , " -
2
G RADE
<
N21- m c- a- <
(1) -
U)
z�Q�~
0
it
FINISHED
lGRA,DE
-610 00 (no
-
13 6.4'
—1 5tp RCP
(.0 M
0)
b -) 00
c D
0—
�T-
C
@1.92%
0 1-
(9) W
24" RCP
co
()o
"C5 FCFO<)
Lo L
(Or- L')O
:D
:D:3
0()
-
0)5�
0
�7 %
0�>
Z7
03.81 %II
co
(:)(0 Ld
0�)
z -,
Z.
F—>Z
1 11 3: cp
T-
z W CD
> >
28.66'
( 1,20'
tiD
V) 12
L()
\
,! -zz
�7-
81'-15"
RCP
Z I: z U cz)
&.8599.
(2.75'
02.06%
Z9
<
Q0
00 00 V) U) Lo
re) 000
N
M
0
Qj
00
aiQ
66
PLOT SCALE:
EMOTE
01-024-01
STORM3.dwg