20061349 Ver 2_More Info Received_20160225

Strickland, Bev
From:Kevin Burke <[e-mail]>
Sent:Thursday, February 25, 2016 2:21 PM
To:Smith, Cherri L
Subject:Longview (Galway Glenn) - MFP07486753 11/05/2015 12:49
Cheri attached is a plan showing the plan and cross section of the proposed culvert #2. I have also included a copy of the

overall grading plans.

Culvert #1 is shown on sheet CD-3.0. 80% of the drainage area is coming from NCDOT roads and right-of-way. The
drainage area in the NCDOT right-of-way is piped and the outlet is only 60’ upstream from our proposed culvert. After
the drainage passes through our proposed culvert, it drains into an existing 42” RCP which is only 90’ from the outlet of
the proposed culvert. We fill that lowering the pipe 1’ below the existing grade has no benefit because the existing

conditions stated above.

Please let me know if you need any additional information.

From: Bill Mullin \[mailto:[e-mail]\]
Sent: Tuesday, January 05, 2016 10:08 AM
To: 'Kevin Burke' <[e-mail]>

Subject: RE: Send data from MFP07486753 11/05/2015 12:49

Kevin,

The state’s Cheri Smith [e-mail] just asked me for a crossing section of culvert to show it is buried, per

regs. -Bill

1

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2

LEGEND
FH
EX. FIRE HYDRANT
OU EX. ELECTRICAL LINE
©
EX. GAS METER
0
EX. POWER POLE
S EX. UNDERGROUND STORM SEWER LINE
m
EX. SIGN
SS EX. UNDERGROUND SANITARY SEWER LINE
EX. SANITARY SEWER MANHOLE
GRADE
W EX. UNDERGROUND WATER LINE
EX. STORM MANHOLE
EX. TELEPHONE PEDESTAL
EX. TREELINE
D4
EX. WATER VALVE
EIP
EXISTING IRON PIPE
®
EX. WATER METER
SIP
SET IRON PIPE
w�
EX. WATER MANHOLE
D. B.
DEED BOOK
P. B.
PLAT BOOK
®
EX. YARD INLET
T. M.
TAX MAP
PROPOSED FDC
PIN
PARCEL IDENTIFICATION NUMBER
®
PROPOSED PIV
60"
PROPOSED TREESAVE
PROPOSED BOA
RCP © C.
71%
®
PROPOSED WATER METER
0
PROPOSED SS CLEANOUT
PROPOSED TREE REPLACEMENT
m
PROPOSED FES
0
PROPOSED STORM STRUCTURE
EXISTING
EXISTING STREAM BUFFER
13
E/
IV-Od
52 �OtiQ
00
n �
TC380.36 �
1 // // t
TC379.92 1 // 0 T
1 37 0I / 0 T
- / /, li y3 5
1
IIc
79
1 /CD -3.6
CULVERT #2 - PLAN VIEW
SCALE: 1" = 20'
it !f�����- mss• • : •'�•��
App '• '• -�,� • ... Y
I a 6 �d • � • rI, �
/X3
x 1
Il I� I I
�. 376.5 (BW
I
79 ( : 3JYdO
H;1MOd
3 5 y
�:
/ Q
2/CD-3.6
CULVERT #2 - SECTION A -A
SCALE: HORZA" = 10'
VERT: 1"= 5'
PIN: 0872-01-16-6744
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0
N
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111 West Main Street
Durham, N.C. 27701
p 919.682.0368
f 919.688.5646
www.cjtpa.com
Project:
LONGVIEW
214 MORREENE RD.
DURHAM, NORTH CAROLINA
PIN# :
0812-01-16-6744
PARCEL ID#
174391
OLD TM#
757-02-002
FINAL DESIGN - NOT
RELEASED FOR CONSTRUCTION
Job Number: 1541
AHM,MAH,KMB,JCJ
CNH,PBR
09-07-2012
10-18-2012 PW COMMENTS
07-13-2015 PW COMMENTS
12-09-2015 EC COMMENTS
02-02-2016 PW COMMENTS
Cd�l
Sheet Title:
CULVERT #2
PLAN
Sheet Number
CD -3.6
DURHAM FILE NO. D06-211
PROPOSED
GRADE
GRADE
380
EXISTING
60"
RCP @ 0.71%-----,60"
RCP © C.
71%
j70-
1'
BELOW BOTTOM
OJ7
EXISTING
STREAM
;3 360
0 10 20 30 40 50 60
2/CD-3.6
CULVERT #2 - SECTION A -A
SCALE: HORZA" = 10'
VERT: 1"= 5'
PIN: 0872-01-16-6744
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Cafter
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ThamesRA.
111 West Main Street
Durham, N.C. 27701
p 919.682.0368
f 919.688.5646
www.cjtpa.com
Project:
LONGVIEW
214 MORREENE RD.
DURHAM, NORTH CAROLINA
PIN# :
0812-01-16-6744
PARCEL ID#
174391
OLD TM#
757-02-002
FINAL DESIGN - NOT
RELEASED FOR CONSTRUCTION
Job Number: 1541
AHM,MAH,KMB,JCJ
CNH,PBR
09-07-2012
10-18-2012 PW COMMENTS
07-13-2015 PW COMMENTS
12-09-2015 EC COMMENTS
02-02-2016 PW COMMENTS
Cd�l
Sheet Title:
CULVERT #2
PLAN
Sheet Number
CD -3.6
DURHAM FILE NO. D06-211

RIM. -41 1. 65 �_) PIN: 0812-01-16-6744 w
1. INITIATE CONSTRUCTION SEQUENCE FOR EROSION CONTROL.
%
18"CPP INV IN:408.30 STEEPER THAN 2.5.1 MAXIMUM. CUT SLOPES SHALL BE NO
2. ALL BANKS, SWALES, AND FILL SLOPES SHALL BE NO ST
"A -V
STEEPER THAN 2. 1. 0
18 "CPT' INV OUT.,407.7,5
w
TIC - 4 1 77 J. ALL GRADING MUST PRODUCE SURFACE DRAINAGE ADEQUATE TO PREVENT STANDING WATER OR WET LAWN AREAS,
-
AND TO ENSURE THAT ALL STORYWATER FLOWS TO INLETS OR OTHER POINTS OF DISCHARGE
18 "CPP INV OUT.408-32
4. CURB SPOT ELEVATIONS ARE TO TOP OF CURB UNLESS OTHERWISE NOTED.
SIDEWALKS SHALL BE CONSTRUCTED WITH A MAXIMUM 1.87. CROSS SLOPE IN THE DIRECTION SHOWN ON THE IL
PN.
W
6 LAEXISTING TOPOGRAPHIC INFORMATION TAKEN FROM A TOPOGRAPHIC SURVEY PREPARED TRIANGLE SURVEYORS DATED
J-21-2006.
7, ALL NEW GRADING SHALL MEET EXISTING GRADES WITH SMOOTH TRANSITIONS. 0 f
RIM. -384.11
8. IF ANY OF THE EXISTING STORM DRAIN SYSTEM THAT IS BEING TIED TO IS FOUND IN DISREPAIR OR DOES NOT
IN. -J77.91
N IN
z
CONVEY RUNOFF PER THE CITY AND/OR NCDOT STANDARDS, THE SYSTEM SHALL BE REPLACED PER THE LATEST CITY
E INV IN:377.9 7 OF DURHAM DESIGN OR NCDOT STANDARDS.
-j86,, j L
409.00 (TV)
RIM.
ts -377.61 9. ALL DOWN SPOUTS ARE TO TIE INTO THE STORM DRAIN SYSTEM.
INV OU�
SEGME TAL
RETAINING W�LL INV IN, -J' 10. SHOP DRAWINGS AND CALCULATIONS SEALED BY A NCPE FOR RETAINING WALLS ARE TO BE PROVIDED TO THE
ET // L
V V 0 U T., ENGINEER PRIOR TO BEGINNING CONSTRUCTION.
400' 0 Z
P-409
98,50 (BV)
409 oq.ao_(rw)
,
Z
GENERAL NOTES: Z
< L
J
C
1. ALL DIMENSIONS AND GRADES SHOWN ON THE PLANS SHALL BE FIELD VERIFIED BY THE CONTRACTOR PRIOR TO
PROCEEDING WITH
CONSTRUCTION CONTRACTOR SHALL NOTIFY THE OWNER IF ANY DISCREPANCIES EXIST PRIOR TO PROCE
Y'
PF T, . t . :
LA z
EXI I ING PROP R L
CONSTRUCTION FOR NECESSARY PLAN OR GRADE CHANGES. NO EXTRA COMPENSATION SHALL BE PAID TO THE
CONTRACTOR FOR ANY WORK DONE DUE TO DIMENSIONS OR GRADES SHOWN INCORRECTLY ON THESE PLANS IF SUCH
CH
TIE PROPOSED CURB INLET TO 4 50 (TW)'
LEGEND . ... .... NOTIFICATION HAS NOT BEEN GIVEN. Ix
9 '0 00 w
EXISTING 18" STORM PIPE. 3
Z
(70) 2. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE CITY OF DURHAM ANDIOR NCDOT STANDARDS AND
W
REPLACE CURB & GUTTER AND 404,& V) A �REE;. PRO'TECTIQNI� SPECIFICATIONS WHERE APPLICABLE.
ai EX. FIRE HYDRANT V,
SIDEWALK TO EXISTING JOINTS 0,�T3,04 (BW) �E:i T )-�8
J. CONTRACTOR SHALL NOTIFY 'NORTH CAROLINA ONE CALL" (1-800-02-4949) AT LEAST 48 HOURS PRIOR TO
r) z
EX. GA; S AS NECESSARY TO CONSTRUCT
METER
INLET. BEGINNING CONSTRUCTION OR EXCAVATION TO HAVE EXISTING UTILITIES LOCATED. CONTRACTOR TO CONTACT ANY LOCAL
EX. POWER POLE
w
UTILITIES THAT PROVIDE THEIR OWN LOCATOR SERVICES INDEPENDENT OF "NORTH CAROLINA ONE CALL"
-J80J. 5
EX. SIGN PAD 396.5 4 PRIOR TO BEGINNING CONSTRUCTION, THE GENERAL CONTRACTOR SHALL SCHEDULE AND ATTEND A P'RECONSTRUCTION
vloq (TW) N 11VV //v -
X E INV CONFERENCE WITH THE CITY OF DURHAM INSPECTIONS DEPARTMENT I "1"", 3 (B
SANITARY SEWER' tX -3766, AND A REPRESENTATIVE OF THE
ss EX. MANHOLE RTMENT (919) 890
IN.,
OWNER.
sT EX. STORM MANHOLE PA
/0
5 INV /AL 5. CONSTRUCTION, MAINTENANCE AND REMOVAL OF ALL EROSION CONTROL DEVICES ARE THE RESPONSIBILITY OF THE
PAD397.5. T, 096.94
6. EXISTING UTILITIES AND STRUCTURES SHOWN, BOTH UNDERGROUND AND ABOVE GROUND, ARE BASED ON A FIELD
;p
98.7-1 SURVEY AND THE BEST AVAILABLE RECORD DRAWINGS. THE CONTRACTOR SHALL VERIFY FIELD CONDITIONS PRIOR TO
GEEASEMENT -1,
EX. TELEPHONE P �TOP 101"
PEDESTAL ' V , I IpVV OUT,- GENERAL CONTRACTOR.
sv N
LW YPAD 3955 /Z_
>< EX. WATER VALVE
-6.' WIDE DRAINAGE
EX. WATER ENT
CONSTRUCTION ANY DISCREPANCIES SHALL BE REPORTED TO THE OWNER'S REPRESENTATIVE
R METER E_ 'CL_57 BEGINNING RELATED CONS
EX. WATER MANHOLE IMMEDIA TEL Y
PAD 3965
7@7
EX. YARD INLET 7 SOIL UNDER BUILDINGS, PAVED AREAS AND WITHIN SLOPES GREATER THAN J:1 (H.V) SHALL BE APPROVED, PLACED
PAD 395 0 AND COMPACTED AS RECOMMENDED BY THE GEOTECHNICAL ENGINEER. THESE SOILS SHALL BE COMPACTED AS
1p . .... -1 MAXIMUM. CUT SLOPES SHA
PROPOSED FDC �b SPECIFIED UNLESS OTHERWISE RECOMMENDED BY THE GEOTECHNICAL ENGINEER.
67� 8. ALL BANKS, SWALES AND FILL SLOPES SHALL BE NO STEEPER THAN 2.5. LL BE NO
PROPOSED BOA I - 1.
0 PROPOSED PIV 7&
0) @
PAD394.0
Q,� STEEPER THAN 2.
5
PAD 395.%
[2E3 PROPOSED WATER METER ET LAWN AREAS,
9. ALL GRADING MUST PRODUCE SURFACE DRAINAGE ADEQUATE TO PREVENT STANDING WATER OR W
V S OR OTHER POINTS OF DISCHARGE.
79
-,n
0 PROPOSED SS CLEANOUT AND TO ENSURE THAT ALL STORM WATER FLOWS TO INLET
392.5
PAD 394.
Er -D PROPOSED FES 5 STORM DRAINAGE NOTES:
04
PROPOSED STORM STRUCTURE V 11V
V
�ou�er
.� evve I i
T1 a mill
I I I West Main Street
Durham, N.C. 27701
p 919.682.0368
f 919.688.5646
www.cjtpa.com
P-3
2 Project:
1. ALL STORM DRAINAGE PIPES SHOWN ARE TO BE CLASS N REINFORCED CONCRETE (RCP) UNLESS NOTED OTHERWISE
OU- EX. ELECTRICAL LINE 65YI 47 V\OUT.
-SIT
2. ALL ON E STORM DRAINAGE CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE CITY OF DURHAM STANDARDS.
d PAD 3915
A
CP
-S EX. UNDERGROUND STORM SEWER LINE 394_�) (TV)i LL STORM DRAINAGE CONSTRUCTION WITHIN THE PUBLIC RIGHT-OF-WAY SHALL BE IN ACCORDANCE WITH NCDOT
STANDARDS.
ik'
SS- EX. UNDERGROUND SANITARY SEWER LINE J. ALL CONCRETE USED TO CONSTRUCT STORM DRAINAGE STRUCTURES SHALL MEET A
3935
77-�
L VIEW
V, "I'mu" J000 Psl COMPRESSIVE
STRENGTH.
EX. UNDERGROUND WATER LINE
W_ 4. ALL PIPE IN STORM DRAIN STRUCTURES SHALL BE STRUCK EVEN WITH INSIDE WALL.
5. ALL PIPE JOINTS SHALL BE MADE WITH PREFORMED JOINT SE4LER, WHICH CONFORMS TO AA HT SPECIFICATION
. ...........
- ----- M-198 FOR TYPE B FLEXIBLE PLASTIC GASKETS UNLESS OTHERWISE NOTED.
EX. TREELINE
97
z 6. THE INTERIOR SURFACES OF ALL STORY DRAINAGE STRUCTURES SHALL BE POINTED UP AND SMOOTHED TO AN
�60
N, N�\ ACCEPTABLE STANDARD USING MORTAR MIXED TO MANUFACTURER'S SPECIFICATIONS.
EIP EXISTING IRON PIPE
REE FROM ROOTS VEGETATIVE MATTER WASTE CONSTRUCTION
SIP SET IRON PIPE
ACKFILL SHALL BE NON -PLASTIC IN NATURE, F
Y 7. ALL B
D.B. DEED BOOK ol
-77- MATERIAL, OR OTHER OBJECTIONABLE MATERIAL. SAID MATERIAL SHALL BE CAPABLE OF BEING COMPACTED BY 214 MORREENE RD.
P.B. PLAT BOOK
Z
10 MECHANICAL MEANS AND SHALL HAVE NO TENDENCY TO FLOW OR BEHAVE IN A PLASTIC MANNER UNDER THE TAMPING DURHAM, NORTH CAROLINA
A
T.M. TAX IVIMr- I ; N U\
E", t. BLOWS OR PROOF ROLLING
X
PIN PARCEL IDENTIFICATION NUMBER Zp
SS
2/CD-3.0
PROPOSED TRE SAVE 41 GU "tJ
GRADING NOTES
RE:2/CD -8.2
V,
aLu1
PROPOSED TREE REPLACEMENT TREE SAVE AREAi t/ A
F7
40 0 40 80 120
Scale 1 40'
'I /CD -3.0
GRADING PLAN
SCALE: I" = 40'
ALL CURB INLETS TO BE RE: 8/CD-8.0
UNLESS OTHERWISE INDICATED ON PLANS
OUTLET
V(10)
FPS
APRON MATERIAL
LENGTH
(FT.)
WIDTH
(FT.)
DEPTH
(IN.)
OUTLET 1
6.95
STONE FILLING (MEDIUM) - Cl_. B
15
7.5
18
OUTLET 15
7.15
STONE FILLING (MEDIUM) - CL. B
12
6
18
OUTLET 36
5.97
STONE FILLING (MEDIUM)- CL. B
12
6
18
OUTLET 42
11.78
STONE FILLING (MEDIUM) - CL. 1
16
6
26
OUTLET 28
8.51
STONE FILLING (MEDIUM) - CL. 6
7.5
3.75
18
POND 1 OUTLET
8.28
STONE FILLING (MEDIUM) - CL. B
15
15
18
POND 2 OUTLET
8.15
STONE FILLING (MEDIUM) - CL. B
12
15
18
Culvert 1
5.87
STONE FILLING (MEDIUM) - CL. 1
27
13.5
36
Culvert 2
6.08
STONE FILLING (MEDIUM) - CL. 1
30
30
36
4/CD-3.0
RIP RAP CHART
PIPE SEGMENT
UPSTREAM
RIM
UPSTREAM
BACK OF CURB
INVERT
UPSTRM
INVERT
DOWN.
LENGTH
DIA.
SLOPE
PIPE
MATERIAL
O-RING/
GASKETTED
FES1 TO JB2A
386.00
Na
380.20
380.00
28
30
0.71
RCP
YES
JB2 TO JB2A
390.00
n/a
380.50
380.30
28
30
0.71
RCP
YES
CI 3 TO JB 2
390.35
390.85
381.29
380.60
98
30
0.70
RCP
YES
JB 4 TO CI 3
389.53
n/a
381.62
381.39
32
30
0,72
RCP
NO
CI 5 TO CI 4
387.00
387.50
382.67
381.72
135
30
0.70
RCP
NO
CI 6 TO CI 5
388.29
388.79
383.39
382.77
88
24
0.70
RCP
NO
CI 7 TO CI 6
388.60
389,10
383.98
383.49
70
24
0.70
RCP
NO
CI 8 TO CI 7
389.40
389,90
384.61
384.08
75
24
0.71
1 RCP
NO
CI 9 TO CI 8
390.25
390,75
385.37
384.71
74
18
0.89
RCP
NO
CI 10 TO DI 9
390.25
390.75
385.69
385.47
22
18
1.00
RCP
NO
CI 11 TO CI 10
391.00
391.50
386.06
385.79
27
18
1.00
RCP
NO
CI 12 TO CI 11
391.00
391.50
387.90
387.68
22
15
1.00
RCP
NO
CI 12A TO CI 12
392.50
393.00
389.00
388.00
93
15
1.08
RCP
NO
CI 13 TO CI 11
393.50
394.00
390.00
388.00
59
15
3.39
RCP
NO
Cl 14 TO CI 11
391.00
391.50
387.13
386.31
82
15
1.00
RCP
NO
Y147 TO 0114
390.50
n/a
388.00
387.23
77
15
1.00
RCP
NO
C1 4A TO CI 4
389.95
390.45
386.09
385.86
23
18
1.00
RCP
NO
CI 413 TO CI 4A
389.50
n/a
386.50 1
386,19
31
15
1 1.00
RCP
NO
CI 6A TO CI 6
388.29
388.79
385.50
385.25
23
15
1.09
RCP
NO
CI 5A TO CI 5
387.00
387.50
383.71
383.49
22
15
1.00
RCP
NO
CI 5B TO CI 5A
386.80
n/a
384.10
383.81
29
15
1.00
RCP
NO
CI 59 TO CI 7
386.60
387.10
385.60
385.36
23
15
1.04
RCP
NO
CI 58 TO CI 4A
392.94
393.44
389.94
386.34
99
15
3.64
RCP
NO
JB 16A TO HW15
390.50
n/a
381.81
381.60
15
24
1.40
RCP
YES
0616 TO JB 16A
386.00
386.50
383.25
382.56
69
15
1.00
RCP
NO
CI 19 TO JB 16A
394.07
394.57
389,90
386.50
82
24
4.15
RCP
NO
CI 20 TO CI 19
394.22
394.72
391.20
390.98
22
15
1.00
RCP
NO
CI 21 TO CI 19
S-94,46
S94.96
390.35
390.00
33
24
1.06
CI 22 TO CI 21
394.46
394.96
390.70
390.45
22
24
1,14
RCP
NO
CI 23 TO CI 22
396.60
397.10
392.19
391.90
70
18
1.41
RCP
NO
CI 24 TO CI 23
397.24
397,74
392.46
392.29
17
18
1.00
RCP
NO
CI 25 TO CI 24
397.24
397.74
392.78
392.56
22
18
1.00
RCP
YES
CI 26 TO CI 25
398.14
398.64
394.54
394.32
22
15
1 1.00
RCP
N
CI 27 TO CI 26
398.31
398.81
395,10
394.87
23
15
1,00
RCP
NO
C123A TO C123
396,54
397.04
393.47
393.25
22
15
1.00
RCP
NO
YI 48 TO CI 25
396.00
n/a
393.50
393.28
22
15
1.00
RCP
NO
CI 37 TO FES 36
381.88
382.38
373.17
372.35
112
24
0.73
RCP
YES
CI 55 TO CI 37
383.57
384.07
380.34
378.38
127
18
1.54
RCP
NO
CI 40 TO CI 55
385.29
385.79
381.76
380.84
92
15
1.00
RCP
JB 53 TO CI 40
386.57
n/a
382.45
381.86
59
15
1.00
RCP
NO
YJ 50 TO JB 53
385.50
n/a
383.00
382.55
45
15
1.00
RCP
NO
CI 33 TO CI 37
380.50
381.00
374.55
373.67
88
24
1.00
RCP
NO
CI 34 TO C133
378.90
379.40
375.52
374.62
90
18
1.00
RCP
NO
CI 35 TO CI 34
378.90
397.40
376.00
375.77
23
15
1.00
RCP
NO
CI 38 TO CI 37
381.51
382,01
378.17
377.90
22
15
1.23
RCP
NO
CI 39 TO CI 38
381.60
382.10
378.50
378.27
23
15
1.00
RCP
NO
CI 51 TO CI 39
381.90
382.40
378.90
378.68
22
15
1,00
RCP
NO
YI 54 TO CI 55
384.00
n/a
381.50
381.00
42
15
1.19 1
RCP
NO
CI 41 TO CI 40
385.29
385.79
382.79
382.55
24
15
1.00 I
RCP
NO
PIN#:
0812-01-16-6744
PARCEL ID#
174391
OLD TM#
757-02-002
0000000000000
CS%\\ CARO0a,
SEAL
z 35003 E
o tZ
4
lop
ON B V 04
000000 00
FINAL DESIGN - NOT
RELEASED FOR CONSTRUCTION
Job Number: 1541
CNH,PBR
09-07-2012
10-18-2012 PW COMMENTS
07-13-2015 PW COMMENTS
12-09-2015 EC COMMENTS
02-02-2016 PW COMMENTS
S
Z14IM"
Sheet Title:
fi4 k -JT
CULVERT 386.00 n/a 377.00 376.47 53 54 1 1.00 1 RCP NO
GRADING
CULVERT 2 379.00 n/a [:365.59 365.32 1 38 r 2-60 1 0.71 1 RCP I NO
I PIL-JAXN
YJ 52 TO CI 57 401.20 n/a 398.00 39714 1 13 15 1 2.00 RCP
Sheet Number
CD -3.0
3/CD-3.0
STORMWATER DRAINAGE CHART
DURHAM FILE NO. D06-211

PIN: 0872-01-16-6744
0)
%
LEGEND
N,
EX. FIRE HYDRANT
OU EX. ELECTRICAL LINE
EX. GAS METER --73\
0 EX. POWER POLE S— EX. UNDERGROUND STORM SEWER LINE
EX. SIGN SS EX. UNDERGROUND SANITARY SEWER LINE
pol
EX. SANITARY SEWER MANHOLEj
W— EX. UNDERGROUND WATER LINE
EX. STORM MANHOLE
o"
'EX TELEPHONE PEIDESTA
EX. TREELINE
)S� L
v><
>< EX� WATER VALVE� EIP EXISTING [RON PIPE
A
-A,
D.B. DEED BOOK
WATER METER'
SIP SET IRON PIPE
0 EX
(2) EX. WATER MANHOLE
P.B. PLAT� -BOOK
X. YARD INLET T.M. TAX MAP
PROPOSED FDC PIN PARCEL IDENTIFICATION NUMBER N,
PROPOSED PIV
PROPOSED TREESAVE
PROPOSED BOA - - ----
5"
1p
PROPOSED WATER METER
OSED TREE REPLACEMENT
P�bp
0 PROPOSED SS CLEANOUT f
D::3 PROPOSED FES
C
x,
.............
EXISTING STREAM BUFFER
j
STORM STRUCTURE F
7
L
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AREA 1 O–S SEGt HEADER
RE: CD 8.2
'TREE SAVE ARI5k INING WAL
(0.06 AC.) INV. 369.69 50' S REAM BUFFER
-S
7L– END CONCRETE AREA 12
TREE SAVE AREA
TREE PROTECTION F NCE (TYP . RETAINING WALL ING GRAVEL
E R/E. .47 AC-)
DRY DETENTION POND (POND 1) 'ST
1/CD-8.0 TAD TO REMAIN
–3.2 PONI;Y 1 PUTLET STRUCTURE
SEE SHEET: CD TIE TO EO
STORMWATER SEE" SH)ZET CD -3.2
Z
RMOR EXISTING SEWER EASEMENT
AREA 9–S
Z'
HEADWALL EASEMENT
PER CITY OF DURHAM STANDARDS � 1717
TREE SAVE AREA CONCRETE RETAINING WALL
RE: 11 /CD -8.0 1,7
(0.27 AC.) LIMITS OF DISTUR ANCE .. . ..... .... ......
All
I /CD -3.1
GRADING PLAN
SCALE: 1" = 40'
40 0 40 80 120
Scale 1 40'
ALL CURB INLETS TO BE RE: 8/CD-8.0
UNLESS OTHERWISE INDICATED ON ---PLANS
Z
Z
z >
It 'L
w
W C
Z C
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0 (
z
w
Lauker
jewefl
n
Tnamesp.
I 11 West Main Street
Durham, N.C. 27701
p 919.682.0368
f 919.688.5646
www.cjtpa.com
x=
PIN# ,
0812-01-16-6744
PARCEL 1D#
OLD TM#
757-02-002
�000000000
�\ CA1?0'0o,
SEAL
35003
00 v B
FINAL DESIGN - NOT
RELEASED FOR CONSTRUCTION
Job Nu-nber: 1541
D[awn AHM MAH KMB _icj
__L�
Checked CNH,PBR
r— --
Date 09-07-2012
Revisions 10-18-2012 PW COMMEN
07-13-2015 PW COMMENTS
12-09-2015 EC COMMENTS
02-02-2016 PW COMMENTS
CONSTRUCTION DRAWINGS
Sheet Title:
SOUTH
GRADING
PLAN
Sheet Number
CD -3-1
DURHAM FILE NO. D06-211