CDA Construction Drawings Pinehurst Road & Drainage Redlines
0
24" H
DPE
PE
STA. 12+81
LR12+62R SEE PROFILE P-6 FOR CONTINUATION (DWG. 4.02)
0
SP
PE
D
"H
15
X
STA. 15+87.49
638,238.85
1,228,123.82
PT
STA. 16+43.53
638,294.88
1,228,122.90
435
425
PROPOSED GRADE
STA. 12+88
12"X16" CMP
EX. 8" CMP
15+89
EX U/G ELECTRIC
406.75
410
405
400
+75
16+00
399.9
+50
402.9
+25
406.0
408.7
15+00
411.0
+75
412.7
+50
415
403.51
413.5
+25
420
16+19
413.9
14+00
414.0
+75
413.9
411.0
+50
412.8
408.5
EX WATER
405.3
STA. 13+15
EX U/G TELEPHONE
402.5
EX.
SEWER
401.2
X
X
PCC
REMOVE EX.
STA. 12+50
401.7
X
1,228,124.69
EXISTING GRADE
13+29
402.7
406.2
404.1
408.4
638,223.57
CO
5"
DRAIN
EX 12" CMP
EX 24"x36" CMP
EX WATER
EX WATER
409.9
411.4
X
1+00
24" H
DPE
LAKER
IDGE
D
A
.1
0+
90
STA. 11+19
EX 15"x22" CMP
INV. 407.17
EX U/G CABLE TV & ELECTRIC
EX U/G TELEPHONE
STA. 15+72.18
2
STA. 10+90
PC
457.8
+
413.3
1,228,126.55
5
EX WATER
638,198.43
MATCHLINE STA. 16+50
N
UATIO
1+
00
UR
LA
15
ST
C
PC
X
X
"H
68
0+
.1
A
X
X
STA. 15+46.97
+
416.1
45
. 2.25
G NO
AWIN
ONTIN
FOR C
14’ PAV
ING WID
TH
STA.9+
35
STA
ST
. 9+7
4.72
14
PA ’
V.
.1
8
PAV.
15’
SEE D
R
E
DG
RI
KE
PRC STA. 8+94.40
STA. 8+85
15’ PAVING W
IDTH
STA.9+10
X
D
X
OO
X
W
X
PT
460.5
419.4
1,228,139.12
X
0
0
42
440
X
X
X
638,137.05
2
EX U/G TELEPHONE
STA. 14+84.14
+25
+50
395
‘‘FOR SWM AND W & S REVIEW ONLY’’
APPROVAL IS VALID FOR TWO (2) YEARS [ONE (1) YEAR IF COUNTY WATER
AND SEWER IS INVOLVED] AFTER LAST DATE SHOWN ABOVE. THE PROJECT
FREDERICK SOIL CONSERVATION DISTRICT
MUST BE UNDER CONTRACT BEFORE SAID DATE TO BE CONSIDERED ACTIVE.
OTHERWISE, RESUBMITTAL OF PLANS MUST BE MADE TO DEVELOPMENT REVIEW
FREDERICK COUNTY DIVISION OF PERMITTING
AND DEVELOPMENT REVIEW
APPROVED BY:
FOR REAPPROVAL. REVIEW FEES NECESSARY FOR REAPPROVAL SHALL ACCOMPANY
VILLAGES OF LAKE LINGANORE AT EAGLEHEAD
LAKE LINGANORE CONSERVATION SOCIETY
ROAD AND DRAINAGE IMPROVEMENTS
RESUBMITTAL. FEES CANNOT BE WAIVED.
DISTRICT MANAGER
60
REV #
DATE
10
SCD APPROVAL FOR EROSION AND SEDIMENT CONTROL
IS CONTINGENT UPON ISSUANCE OF ALL APPLICABLE
REGULATORY PERMITS.
REVISION
DESCRIPTION
* FILL IN THESE BLOCKS FOR REVISIONS ONLY
DATE
2
12/14/2011
CONSULTANT:
DATE AND
INITIAL
VILLAGE OF PINEHURST
DEV. REVIEW:
DATE AND
INITIAL
REVISED LAKERIDGE PLACE
LAKERIDGE ROAD WEST
APPROVED:
STORMWATER MANAGEMENT
DATE
DATE: JUNE 2011
SCALE: 1" = 5’
PROJECT NO.:
SCALE:
1"= 30’
HORIZ.
VERT. 1"= 5’
DWG. NO.:
2.08
X
41
31
4.
1
+4 8.6
. 6 +1
A . 11
ST TA
PT C S
PR
PCC
0
0
44
X
X
40
X
PC
+
422.8
1,228,158.87
462.7
X
426.0
638,079.44
5
EX WATER
STA. 14+23.24
CO
0
LR 9+56 R
INV.427.20
420
0
44
X
PT
+
463.1
429.1
1,228,189.92
0
X
637,919.52
WRA
237
3
WRA
.302
0 50
463.0 1
38
671
N:6 +
STA. 9+35
STA. 12+59.81
45
LR 9+30 R
INV. 429.60
PCC
0
CO
80.6
9’
63.1
6
431.4
1,228,166.84
283
E:12
EL:4
+
462.6
TYPE "C" CURB AND GUTTER
8
STA. 9+10
637,801.94
430
461.9
433.4
STA. 11+38.77
460
380
0’
434.9
EL
X
PCC
44
X
AV
TCH
LI
SE
E D NE ST
WG A. 8
. 2. +00
07
GR
0
MA
EL
0
44
238A
405
WRA
24.0
958
42.9
INV.434.20
1,228,153.60
FOR WATER AND SEWER CONSTRUCTION & LIMIT OF
DISTURBANCE REFER TO THE VILLAGE OF PINEHURST
WATER AND SEWER CONTRACT DRAWINGS.
N:6
LR 8+52 R
637,787.11
WRA
FLY
283
46.3
435.7
STA. 11+18.61
O
E:12
INV. 434.80
PRC
C83
1))
LR 8+24 R
AV
1,228,112.75
450
436.2
0
GR
637,757.63
C82
MORGAN & CHRISTINE
ROBERTS ET AL
PO BOX 3086
ANNAPOLIS MD 21403
CO
WHERE APPLICABLE ON THIS DRAWING ALL CONSTRUCTION
SHALL BE PERFORMED UTILIZING THE EROSION AND SEDIMENT
CONTROL STANDARD DETAILS AND PRACTICES AS INDICATED
ON C
DRAWING NUMBERS 7.01 THROUGH 7.08.
EL:4
MATCHLINE STA. 8+00
39
30
415.4
436.4
410
36
4
0
9.6
37
0
43
+3
0
A.
7
36
340
ST
390
5
CH
591 ARLE
SC
5 JU
A
FRE G BRI STLE
ET
D
DER
ICK GE HI AL
LL
MD
PR
217 RD
04
C
X
+
6
390.5
+392.6
36492
H
"PINC
8
+69.9
A. 16
STA. 10+68.18
410.51
+25
2
392.0
+
5
393.7
+
T1
50
PCC
C82
13+69
13+00
PC ST
.18
8,2
N 63
49
+87.
A. 15
5+72
1,228,055.35
43
EROSION AND SEDIMENT CONTROL
L.P.
+75
O
CO
C ST
8
.14
637,684.72
LAKERIDGE SPUR
+50
1
395.7
+
0
CO
+ C .25
P14
4
1
TA.
+
PC S
416.1
6.97
84
STA. 9+74.72
H.P.
+25
T
C
2
5
CO
404.6
8
5+4
4+
PCC
0
1,228,028.28
C78
183
CROWNED SECTION
TRANSITION
+
399.5
+
4
403.0
+
1
406.6
+
+
409.6
1
TA.
PT S
E
T
.1
TA
637,609.29
STA.14+50–
C
L
42
4
STA. 8+94.40
C81
LH
ED
POS
PRO
-2
S17
81
435.
FAIRFAX, VA.
PRC
C76
HOWARD & SUSAN WILSON
PO BOX 102
NEW MARKET MD 21774
STA. 13+00 END TYPE
"C" CURB AND GUTTER
440
X
M:\13381\pinenight\Redline Revision 1\PINEC08_REV1.dgn
12/14/2011
YORK, PA.
EAST
C80
430
RICHMOND, VA.
NORTH
C74
NATHAN & LAURIE SMARICK
6701 W LAKERIDGE RD
NEW MARKET MD 21774
24"
CO
3)
1513 8
CO(
.8
:424
TOP
Engineers and Planners
BALTIMORE, MD.
5
42 S
36C 1
P 1"
6
1"
42 7 (
220 ::
ED
POS
PRO
-1
S17
.19
422
18"
24"
0
9
0
3614
+ CK(CP
0
42
8"
8"
6"
1
413.7
+
+
413.7
+
3
0
3+4
H
A.1
DT
ST
WI
V.
PA
15’
MAC
8"
2
DESCRIPTION
C/P No.
C75
430
SCALE: 1" = 30’
3
CONSTRUCTION CONTROL COORDINATES
178
179
ION
SIT
AN
TR
ING
PAV TH
WID
GARY W CAREY JR
10602 OLD BARN ROAD
NEW MARKET MD. 21774
DEVELOPMENT REVIEW CHIEF
4
CHRISTOPHER SEAN KELLY
6707 W LAKERIDGE RD
NEW MARKET MD 21774
C73
DATE:
5
,200
28
E 1,2
C79
C80
APPROVED:
Whitman, Requardt and Associates, LLP
176
RICHARD & ALICE DEMENT
8 PINEBROOK CT
SILVER SPRING MD 20905
SEE DETAIL E&S-5
SHEET 7.04
CO
6" E
46.3
400
410
177
TYPE "C" CURB
& GUTTER
227
42
13’
1
412.4
+
T
C
W
"
72
.
19 .
5’H.P 50–
5
+
^
14
18
A.
N
ST
1
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