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Q I' WETLAND POCKET 1 = 2275 SF (0.052AC) -----------------------
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WETLAND POCKET 2 = 718 SF (0 017 AC)
LINEAR WETLAND 3 = 310 SF (0.007 AC) = %
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I LINEAR WETLAND 4 = 40 SF (0.001 AC) - /
LINE TABLE
LINE #
LENGTH
DIRECTION
L1
3.57'
S81'52'08.66"E
L2
23.43'
N59.15'34"W
CURVE TABLE
CURVE
LENGTH
RADIUS
DELTA
CHORD
CHORD BEARING
C1
31.51'
50.00'
36'06'19"
30.99'
N85'36'17"E
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WETLAND POCKET 5 1846 SF (0.042 AC) /R
= --WETLAND POCKET 6 = 1197 SF (0.028 AC)
-LINEAR WETLAND 7 = 337 SF (0.008 AC) _ " ' / ' ` '
LINEAR WETLAND 8 = 201 SF (0.005 AC)
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GRAPHIC SCALE
( IN FEET )
1 inch = 60 R.
REVISION
JOHN A. EDWARDS & COMPANY
8 = Consulting Engineers
o � NC License F-0289
333 Wade Ave., Raleigh, N.C. 27605
Phone: [phone]
Fax: [phone]
E-mail: [e-mail]
SCALE:
= 60'
DATE:
10/27/14
SURVEY FOR:
CLEATS PROPERTIES LLC
(FORMERLY BIZZELL PROPERTY)
RALEIGH WAKE COUNTY NORTH CAROLINA
SHEET
1
LD
FLD. BK.&PAGE
DRAWN BY:
MS
OF
FMASTER ILE NO:
CJRCDBY
EXISTING CONDITIONS
BY

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LINE TABLE
LINE #
LENGTH
DIRECTION
L1
3.57'
S81'52'08.66"E
L2
23.43'
N59`15'34"W
CURVE TABLE
CURVE
LENGTH
RADIUS
DELTA
CHORD
CHORD BEARING
C1
31.51'
50.00'
36'06'19"
30.99'
N85'36'17"E
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! GRAPHIC SCALA R%',,JJ ,_"`'' JOHN A. EDWARDS & COMPANY SCALE: DATE: SURVEY FOR: SHEET
\_ � 0R ���,'` - Consulting Engineers I" = 60' 10/27/14
84 Sn ,za �� d�® � = o BY:
CLEATS PROPERTIES LLC 2
. ® N ,� NC License F-0289 FLO. 8K. & PAGE PAWN
I M ... ......... . !!!!� % == _ _ 333 Wade Ave., Raleigh, N.C. 27605 (FORMERLY B ZZELL PROPERTY
t MS a�
( ) — "' Phone: [phone] RALEIGH WAKE COUNTY NORTH CAROLINA
4
1 inch = 60 ft °�e ft;�,I Q :i , FILE NO: CHECKED BY:
� *�1/30/19 CORRECT IMPACT SUMMARY RCS--�.. � �aX` (9� 9� 828'��� � MASTER.IRC OVERALL IMPACT MAP
.� ,�
���, R•,',tL\DATE REVISION 6Y E-mail: [e-mail]

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PIPE CULVERT
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CL SECTION NO SCALE
WARP BASIN TO CONFORM
TO NATURAL CHANNEL
THICKENED TOE
PLAN VIEW NO SCALE
RIP RAP BASIN WITH PLUNGE POOL
J
DESIGN DATA
DITCH - 1' WIDE
0 (11-0.175cfa
deau.ino
HB -1.5
d50-er
Lpoola3l
Lapron-3�
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ALUMINUM BOX CULVERT
(BC -A-41) SECTION VIEW
SCALE: NTS
TYPICAL BRIDGE
SECTION VIEW
SCALE: NTS
A CENERFL
1. This v.
and treatment, and foundation (fat loved or f
rASrfi= and trCod ash outhe .1hollli confer"r1.
Indallimiod In cee
2. Cover haiohta Shawn ore Posed on PASHTO IP
in the contract document eithe, by needed details or construction .'edkidl
3. Fooling acefi.e. depend an the actualova, helBht and hap be emulated in
accordance with Section 12.9 of the w,,," NFD Bridge Design 5'ollit Gana
and/or PenaDn Design Masud Pal 4,
4. Standard design 1. for .quare and etruch,wo CUNSrt endo requiring bevels or
,kawe may require additional features to be incorporated into the Shop
drowingS by Ne manufacturer.
5. Con"ClOr is to certify that all informotion Shown on the drael hos been
thoroughly Checked.
e. PROJECT DESIGN
1. S..'. Project EnBinaero review and Sam., for use at be. CuNerl (.I'. df
shape).
2. With and plot* combinations for the wriws shall coorgurationa not shown In
the ca... height table, "co, computational ea"d <oeYatent with the
development of ,aid table. Signed and scaled by a licenced proleasionot
ghees.
J. Aa oDDikable, prodtle o ns signble d and tated for the aplional a cineer. e
iR angineennq <oicNolions signed aria Sealed by o professional engineer. me
deign ,Mil incorporate cad hearing Cordell Par 9eotacnulcai report
documanta, or olhoM�Oe determined by mosIttickW .
4. = !soling, below acoar antl frost depth,. Place bottom of footing at
a
Mm -am d9plh equal to the pravalling treat depth or scour POOR. If
wls , material is mond above the acoar death, the Might of
non-paldhlq material Shall govem.
5. No.mbiy drawings and footing design shall M incorporated Into construction
plans.
6. The plowing order Of precedencegavmr; .n real a appaant conflict
between design parameters, sir -,ea or aedb<otlom:
a. Oealgn ,equamenb listed In 'Spscioi drowm9a and apacid design
roqunements of R* spacial Prmizion,
b. AASHrO LRFO Bridge Design 5>atfko6o 3
7. fro not change the bottom of the footinglevoton unless oppreprimaly
R
authorized by both e Design Engineer and Ceomch Engineer.
8. iM type and extent of and treatment on the box CuNerl should be chosen
and designed so a, to Wmenl the foes of backfill due to high flow conditions.
9. NOadwoft ConalNatin Shop be tar veNKOI okhatchitan only. My Peskin. oUwr
than vSntl xdemmlim, must the raYewre by the mdnumcto., and/o, design
anginas,.
C, stractWa Neomdy
1. The box solved ,boli be assembled in Coronado.. with the shop dmwin,l
provdad by Lane Enlorprisas.
2. Plot. lap, most he p mnidy mated in o tangent fashion nee proper alignment
technique, and ad .... to bolt torque to ..at the ......tion. thealum orded
inetallalion alt torque for alamm ax Culvn ert. 90-115 fl -lbs Oto, Invert
plate. .M 100-150 ft -lb. far .II other compon.nla
CONCEPT DRAWINGS
(NOT FOR CONSTRUCTION)
D. Construction
1. The work consists o1 human!". erecting and backfilling on oluminure Structural
'let. box Culvert on co creta (Palle cormgamd facts, 'Islas. Or o
corrugated Invvrl 'tote. The work induda5 exmvodan of on -.et Sala, proper
tmMh canstNClion. and Structure placement to the lines, grodea and locations
O' bo
how on opproved protect drawings.
2. Flee x c l -d shalt be Installed In accordance With the P?.no Cod!
,pacNicatlon,, the comotad.o.e.-.kawn-d Ion, and Section 26 of the
AeSHTO LRFD and, C.nsWcnon Sol one. the contractor Saba take
Special nate that aluminum atrvctarat plate box CaNeds are lmxibte bynoture
eM ln... (or* denim Structural stability from the Strength pod r<lagvs e fffnes,
of the ocroreding Wallil meta 1. It Ia the reaulleyt ,Oil -culvert interiction
aplem that danwe the ototty of the llaxible box cubad to withstand the
aefnod eowirls. loads.
3. The structure shall be backfilled yy clean. wan graded financial m lafol
that meats Ino requirements of Audi 0 M145 for Sal clossUrCoUgns A-1, A-3.
A-2-4, or A-2-5. Docknll must be placed Symmetrically on ...h to. of the
Structure in B to 8 -tri aria. Each lift shot; be commented to a minimum of
905 maified density Par kii TI80.
4. If less than 3 -fl Of Space is available On Sithe, add of the box CUNort,
undcreta ,out o, a cowslip Ili may be raquiro0 to ¢mute compaction agates,
isturbed sae.
S. The e"Wo lent o1 a Caterpillar 04 aural or smaller to Opened rotor and
obova the structure during backliifn9 to finish grade.
6. Minimum CIW., may need to be inerl for ceostmeGon vehicle bads larger
than o Calculus., 04 Colli eq but Shall not exceed the maximum allowable
.a r far the box CuN.d design.
7. When using o full loved Or (sale, plains, the founlotbn anal (neve 0 minimum
of 4,000 Par been, o..aCity as include 6 -in stable. well,noul granular
budding (newer beam, ca"Proa can be ....mods ed through epecal deign
.r the ase of concrete fooling e).
E. Slrodurat B.CKII
1. Structural backfill to be wolf sgrraded granular. A-1, A-3, A-2-4, or A-2-5.
coreacted) to tmelmam 86z modified density a line irM Tal on each alar
p Y per MSMO T180.
2. for A-2 monwigS, ..let.. Content must he between -3S to +2S of
optimum oa Refusal by ASSHTO T180.
3. Structural backfill shaft be free of organic material, frozen Pumps, and rock
fragments larger than three inom.,
4. It lora tan 3 -ft of apace is avaliable On either aide of the Mx cutvert.
erete grout req be reduced.
5. Equipment used to compact bockfll within 3 -ft from edge of footing Chair be
approved by lee englnea, pear to use.
6. Combo ... S culvert Shope monitoring Shall be conducted to correct any undue
]. W o minimum, structural aekfll SMII extend more the crown to the
minimum cover a,Cifad for the box culvert.
8. Minimum cmer may need to be increased for constracton vldcto loose larger
Ran the D4 dolor, but Sall not exceed the maximum allowable cover for the
ax Carl design.
Steve Analysis, Percent Passing
Group Classification
A-1
A-3
A-24
A-2-$
No. 10 (2.00 mm)
�
Net
Length
Gross
lePath
No. 40(0.425 mm)
54) max
St...
Wright Per Plata
No. 100(0.150 mm)
'N
SOmax
50 max"..
No. 200(0.075 mm)
25 max
10 max
20 max
20 max
Characteristics of fraction passing No. 40 (OA25 mm)
Liquid limit
0.250
8N
d0 max
41 max
Plasticity Index
6mas
NomplazNc
SO max
10 max
Typical Constituent
Stun Fragment,
$antl
Sit or Clayey Gravel and Sand
Materials
Grained and Sand
58.9
73.6
re -NOnAW. soul AOPRS
.-V. lWfn dam,
tt. L I..
(S c Non w wast
® Ckdki 6NXflLL 20NE (CREAKS, PNESSuRF OR SOR). wha 10 Or LUY1K i0 MN4fl WON .0 C 10.
EWPUW OR WON SaOLL TWITIR ODAWN EaiP4 ..
BACKFILL DETAIL
SCALE:NTS
F-1 'RUCT afluml STROCNW1 Owel IIWIS.
CONCEPT DRAWINGS
(NOT FOR CONSTRUCTION)
END ELEVATION
SCALE: NTS
Culvert Data
Lone Low Profile Numinum Box Culvert (BC -A-41) w/ Full Invert•
Span: I8'-2'
Rise: 4' -7 -
Culvert Design Data
Culvert Loodnq: A4SM0 n525
CuNerl Cavan HeigMa: 1.5' Min. (Top at Crown to eottom of
Flexible Pevemont)
5 Max. (Top Of Crown to Flnieh does.)
CUNort Footer Plates: Minimum Soil Bedding Pressure Req.
40W PSI. (Conferred by Inhere)
neodwall Dine, Pressure: Earth P,essuro Only
*At lime al axcav0lion for fabler Ptotaa w R" invert, aubgrade bearing
to a impacted and vanfled by 0 mus Engineer that aubgrade
meals er xcaeds maumod deign allowable sabring capacity for footer
Piero,.
LANE ENTERPRISES, INC. - LSB&C DIVISION
8271 MERCER ST., PULASKI, PA 16143
LANE: 724-652-7747
LSB&C: 888-949-5722
TRANSVERSE RIB STIFFENERS
IYAS.JI-g14 jIYA> V 1'916 1I
STANDARD PLATE DETAIL
(PLATE & APPURTENANCES IN ACCORDANCE WITH AASHTO M219)
Iwo, At I' Uanwlr
torgltwrd NW, u j•
CliIII311IJi
N' xw,.-I Reran
+� 7j
CaDN
�g' unto
� ' l � ``"\�\\�►\�\I
it
N1,
�
tt. L I..
(S c Non w wast
® Ckdki 6NXflLL 20NE (CREAKS, PNESSuRF OR SOR). wha 10 Or LUY1K i0 MN4fl WON .0 C 10.
EWPUW OR WON SaOLL TWITIR ODAWN EaiP4 ..
BACKFILL DETAIL
SCALE:NTS
F-1 'RUCT afluml STROCNW1 Owel IIWIS.
CONCEPT DRAWINGS
(NOT FOR CONSTRUCTION)
END ELEVATION
SCALE: NTS
Culvert Data
Lone Low Profile Numinum Box Culvert (BC -A-41) w/ Full Invert•
Span: I8'-2'
Rise: 4' -7 -
Culvert Design Data
Culvert Loodnq: A4SM0 n525
CuNerl Cavan HeigMa: 1.5' Min. (Top at Crown to eottom of
Flexible Pevemont)
5 Max. (Top Of Crown to Flnieh does.)
CUNort Footer Plates: Minimum Soil Bedding Pressure Req.
40W PSI. (Conferred by Inhere)
neodwall Dine, Pressure: Earth P,essuro Only
*At lime al axcav0lion for fabler Ptotaa w R" invert, aubgrade bearing
to a impacted and vanfled by 0 mus Engineer that aubgrade
meals er xcaeds maumod deign allowable sabring capacity for footer
Piero,.
LANE ENTERPRISES, INC. - LSB&C DIVISION
8271 MERCER ST., PULASKI, PA 16143
LANE: 724-652-7747
LSB&C: 888-949-5722
TRANSVERSE RIB STIFFENERS
IYAS.JI-g14 jIYA> V 1'916 1I
STANDARD PLATE DETAIL
(PLATE & APPURTENANCES IN ACCORDANCE WITH AASHTO M219)
Iwo, At I' Uanwlr
torgltwrd NW, u j•
CliIII311IJi
N' xw,.-I Reran
+� 7j
CaDN
�g' unto
Not
(1) Waighla based an nominal thickness.
(3) got - holes hme not Men deducted.
LANE ENTERPRISES, INC. - LSB&C DIVISION
8271 MERCER ST., PULASKI, PA 16143
LANE: 724-652-7747
LSB&C: 888-949-5722
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Standard Sizes and Weights
Length
Net
Length
Gross
lePath
Wright Per Plata
'N
in.
In.
0.100
0.125
1 0.125
1 0.1500.1]5
0.200
0.225
0.250
8N
76.96
81.71
52.7
65.9
1 65.9
1 79.3 1
92.2
304.7
117.8
130.9
9N
86.58
91.33
58.9
73.6
73.6
1 88.6 1
103.1
117.8
332.6
147.3
ION
96.20
100.95
65.1
81.4
81A
97.7
114.0
130.2
146.5
162.8
13N
305.82
110.5]
71.3
89.2
89.2
107.0
324.8
142.6
360.5
378.3
12N
115.44
120.19
7].5
960
96.9
116.3
135.7
MA
174.4
193.8
13N
325.06
129.83
83.7
304.7
104.]
125.6
146.5
367.5
188A
209.3
14N
339.68
139.43
89.9
112.4
112.6
334.9
157.4
179.9
202.4
224.8
i5N
144.30
149.05
96A
120.2
120.2
164.2
168.3
1923
216.3
240A
26N
153.92
158.6]
102.4
1270
127.9
153.5
179.1
204.7
230.3
257.8
17N
363.56
168.29
180.6
135.7
135.7
162.8
190.0
217.1
244.2
271A
38N
i]3.iG
177.91
334.8
143.5
143.5
172.1
200.8
229.5
258.2
286.9
Not
(1) Waighla based an nominal thickness.
(3) got - holes hme not Men deducted.
LANE ENTERPRISES, INC. - LSB&C DIVISION
8271 MERCER ST., PULASKI, PA 16143
LANE: 724-652-7747
LSB&C: 888-949-5722
W U
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