20150437 Ver 1_Stormwater Approval_20150807

15 -043-1
1 [ J � r F ri g i n c e r s
i 1 r RECEIVED
Plann e rs NCDe ..Pt. ENR
c. +
i
i Surveyors AUG 0 7 2015
Borum, \Vade. and ,Associates, 1'.A. Regional Office
August 5, 2015
Sue Homewood
NC DENR Winston -Salem Regional Office
Division of Water Resources — Water Quality Programs
450 W. Hanes Mill Rd, Suite 300 Q
Winston Salem NC 27105
D
Re: Taylor's Landing Subdivision AUG I X015
Plan and Profiles /Pond Plan oENR vdarEF;.
128 Birch Creek Road 401 a s�eFEk rtRMf77 I;vG
Greensboro, NC
Ken
Please find attached the following information as instructed in your e-mail, for the above -
mentioned project:
1. 1 Sets of Signed, Sealed, and Approved Plans and Profiles
Please call if you have any questions or require additional information.
Very Truly Yours,
UV
Jonathan Wade
621 Eugene Court, Suite 100, Greensboro, NC 27401 -2711 • PO Box 21882, Greensboro, NC 27420 -1882
Phone [phone] • Fax 336 - 275 -3719
Websile www.borum- wade.com
NC License # C -0868

•
•
a
EM
M,
&10% a a 4*0% A—IIIIIIIIIIIIII�
12b b1KGH GKELK R0AU&*"&
r
JULY 1b 1 2015
N 0
T I
C f
I'll"IMPAWMAIJAIM III IN AdIl I I
lrnon�>
dlisturbol —
INHIM III III III I Ili Ili
ptrat ii
a
EM
M,
&10% a a 4*0% A—IIIIIIIIIIIIII�
12b b1KGH GKELK R0AU&*"&
r
JULY 1b 1 2015
N 0
T I
C f
olle acre or
lrnon�>
dlisturbol —
grading
ptrat ii
-a 'quir(,A
five acres or
more
disturb-A —
permit &
bond
required
CONTACT
SOIL
EROSION
CI I-Y
373-2158
COUNTY: 373-3390
r�r��
H E E T
OMM
-, l, ?- MA
TAIN T i �) ,
T iI,), iv
-Z.
'IlOrM Sewer !nstallarion
I I
Know whars b010W.
Cal I before you dig.

0111101111111111 111 JIUMIZIMAJ,1111 1 11 1111 1 1 lu 111 1111111111111111111 11111MINRIGNI I 11011HIMIll I&A filloomm
cur Dmr
=3.5 h ArRE5
AND -EA5EMEN.
-2-3 -LOT5
61RADIN66 PERMIT 1 = FOR TH15 5ITE PRIOR TO ANY LAND P15WAN( GEE &RA9,lWj W ER05ION
CONTROL R^ PLAN REV& GHEGqff AND CfMIN6 PERMIT AF f116ATION TO 5E 58MITTED TO THE CITY
FOR REVIEW AND APPROVAL A 9RTY OF $2,000/ACRE D15 WILL BE REOUIRED.
501-11) KA5TE MANA6EMENT NOTE
EACH 1 DA LOT TO BE 5,1 BY qO GALLON R()LL OUT GONT01ER Pi(.ry BY CITY OF 6 0.
5TORM 5ENER NOTE5
L STORM 5M ANP PIPE 5:5 90C ARE APPROXIMATE AND 5HMAT16 N NATURE 61 RM l?RAI DELI1EATION,
PIPE 50% ( ALaLATM,. ° 61- 6ALCNLATION5 WITH 6M SPREADS, AND (-/,',N5TFXTION PLANS TO EE 5WITTED TO
AW A BY Tl E C,[-' OF (7REEW538ORC) PRIOR TO CON�T R�CTIOK
, I
2.5T "A5-EVII)IRED, ONE (1) `_ET OF 'A5,PUILT'PLAN TO ff- 5&ITTED TO THE E*INEERIW,, DEPARTMENT FOR
SEAL
10771
z
�N
6.0.0.T. NOTf5
I. PROP PAVEMENT HIPENIN66 , HOW 15 COCEPBAL AND FINAL REVIEN TOE MADE WITH C4MTRZTION
PLAN REIVIEr BY CITY AND NCDC7
2, UTILITY POLE RELOCATION M&�, 3E REWIRED VRIW7 GMTRUCTION AND 5WULD MEET 600T AND WDOT 5TANDARD5
1?13 1594 fib. IOU)
5-16 UNIT OW
T(IrAGi
FN65 NALK)
I 4'X4'
3 rte'
51TE AREk-
PIN:
DEED REFERENCE:
nw.
KATER5HED:
P15T, APEA MAX:
DI ST. AREA PROP:
NO, OF LOTS.
TYPICAL LOT 51ZE:
056ITY MAX:
9%TY PROP:
L.F. OF, e STREET:
RM TO BE DEDICATED:
GITY BLOCK 94EET:
5011-5:
2431AGRE5
bbO5455bbl
05 lbb2 P6.1021
CITY (D-R-5
LAKE MAGINT05H Y6-IV
2431 * 80% = '1q.44 MRE-5
21.b A( RE5 > MAq ACRES MAX
qll LOT5
56'X 14Y
5 I-0T5/AC, 4 2431 =121
3.1 LOWAGRE
2;b) LF (INTERNAL)
0,64 ACRE5
246
&B, V05
RM DEDICATION:
0.64 ACPS
STREET RM:
3,12 ACRES
COMMON ELEMENTS
32 ACRES
L212
1135 ACRE
TOTAL AREA:
2431 ACM
<
R -
5
JANUARY 21, 2015
LOT DIMEN51ONAL
FEBRUARY 16, 2015
PAP
5TANDAR05
-OFF -SITE PRAINA6E AREA
<
MAY 26, 2015 JULY 16, 2015
MIN, LOT 51715:
MAY 24, 2015
...
94EET TITLE.
1poo 5F.
MIN, LOT VvTI+
------- - OHA5E LINE
P
PE516N 5PEED - 50 414 (INTERIOR 5TREETS)
INTERIOR LOT:
50 FT.
COM LOT:
P05T- 5PEED - 25 PIPI-I
56 FT,
0. TfIC)ROWAFE 5ETBAU:
35 F'L
MIN. S SETE& K:
9RE HYDRANT
FRONT:
25 FT,
SIDE:
15 FT,
MIN, INTERIOR 5ETBA6K5i
LU
50E Y ARD!
RADW
OMTA
5 FT°
REAP, YARD:
-.lLU5TER BOX UNIT (650)
20 FT,
'NOTE: ALL LOTS MEET MINIKM
FRONTA6E REIREMENT5
AT FRONT 5ETBAGK LINE.
<
5TREET PE516N TABLE
DATE:
JANUARY 21, 2015
REV151 0I
FEBRUARY 16, 2015
PAP
MARCH 10, 2015
-OFF -SITE PRAINA6E AREA
<
MAY 26, 2015 JULY 16, 2015
APRIL 14, 2015
MAY 24, 2015
...
94EET TITLE.
...... ....
P R E L I M I N A R Y
------- - OHA5E LINE
P
PE516N 5PEED - 50 414 (INTERIOR 5TREETS)
N
5` 51
:)15TURBED AREA
P05T- 5PEED - 25 PIPI-I
Id/
9RE HYDRANT
STOPI
U-
T,
LU
5TFIET 516W STFf ET
5 TRff:T NNE � .k0rAwN DISTAW2 "m WWI 0
RADW
OMTA
356RA55 STRIP
M PAGE
-.lLU5TER BOX UNIT (650)
51R-6H OREK ROAD WICIR TKROU614FAIRE 360 FT W F/(l
6-1
100 FT
33' 3' 54
TAYLOP5 LAN01% AVE. R,9-16 LON V%TY 200 FT 26FX
C-I
500 FT
21* 30'520
GLU5TER
BOX UNIT DETAIL
TAYLOR5 LANDI* AVE. F1,19-16 LSE DD61TY
i 200 FT 26' FIG j
6-2
600 FT
15* 01" 10"
X
TAYLOR5 LANDING AVE, RELIC LO;q DD61TY
200 FT j 26: FX
G-3
2500 FT
17 04'00'1
LILAH LANE R,Ek-16 LON DENSITY 200 FT 26 F/( ,
C-I
b5O FT
10 26'4q"
w-
�kRAPHIC 561-ALE
LILAH LANE Rb-116 LOW DENSITY 200 FT 26FX
6-2
IW FT
15' 1641"
LU
5ILVERBROOK DR. FUlI LON DEN51TY 200 FT 30'F/C
CA
500 FT j
24121' 21"
0 50 100, 200` 300 4Wl
5I1- VERBROOK OR, PU F3-16 LOH VE%ITY j 200 FT 30, F/C
C-2
350 FT
14' 061 411
LU
AT THE TIME OF RE ATION AIV 51 M WILL P05T THE SPEED LIMIT AT
In Iw
25 M FOR INTERIOR 5TREEW141-10 M D56N SPEED OF THE ROADHAY5.
0 NWIR/0EVELOPER:
II, U11111111 11111 1 1111 1 111 1 1 1 1 11 H I SW
Forum, Wade and Associates, P.A.
621 Eugene Court, Suite 100, Gremkoro, NC 27401-2711
PO Box 21882 Greemboro, NC 27420-1882
Phone: 336-27S-0471 Fax: 336-27S-3719
Web: www,borum-wadexom
N.C. Lice= #: C-0868
5EAL5:
PROJEGT-.
TAYLOR5 LAMM, LLO
do LOMONACO PROPERTIE5
(336) 430-q00b
CONTACT. JON FOPD
VRAM BY:
DATE:
JANUARY 21, 2015
REV151 0I
FEBRUARY 16, 2015
APRIL 23, 2015 JUNE q, 2015
MARCH 10, 2015
:z
<
MAY 26, 2015 JULY 16, 2015
APRIL 14, 2015
MAY 24, 2015
...
94EET TITLE.
...... ....
P R E L I M I N A R Y
P
L A
N
U-
LU
X
Q
w-
LU
LU
LU
0 NWIR/0EVELOPER:
TAYLOR5 LAMM, LLO
do LOMONACO PROPERTIE5
(336) 430-q00b
CONTACT. JON FOPD
VRAM BY:
DATE:
JANUARY 21, 2015
REV151 0I
FEBRUARY 16, 2015
APRIL 23, 2015 JUNE q, 2015
MARCH 10, 2015
MAY 21, 2015 JUNE 30, 2015
MARCH 24, 2015
MAY 26, 2015 JULY 16, 2015
APRIL 14, 2015
MAY 24, 2015
...
94EET TITLE.
...... ....
P R E L I M I N A R Y
P
L A
N
. ..... ..... . ­
FILE NO: F:\LOMONACO\TAYLORS-LANDING\PRELIM-REIASM-TRC
DRANIN67 56ALE: 1' 100'
PLAN SHEET NO.
G -01

I Ili lulaillimuw ,
51TE DATA.
(PHASE 1)
Q9
51TE AREA:
IID3 AGR5
NO. OF LOTS:
34 51W-;Lf FAMILY
L.F. OF NEN STREET:
2PNJ LF (INTERNAL)
,2� PIN:
bbO5455661
PEEP REFERENCE
D13 7682 P5.1021
ZONIN6:
CITY I
TYP►GAL LOT 51ZE!
55'X 140'
11-11 7-
0,11 A6
I I I III IN"t .,6UI14111IIIIW II,.JII „, I]JIIIJI I I I
a
k /
v I G I N I T "Ti 1ml A P
DRAINA6E
GALOULATION5
Q9
REVI51OK5:
'7114 51'
Q�
0.16 Ar,
JUNE q, 2015
,SINE 30, 2015
XLY 16, 2015
RA,nomL ME71M, 10 YEAR
10 MIK STORM
51 TE
55.46'
11-11 7-
0,11 A6
I I I III IN"t .,6UI14111IIIIW II,.JII „, I]JIIIJI I I I
a
k /
v I G I N I T "Ti 1ml A P
DRAINA6E
GALOULATION5
APRIL 30, 2015
REVI51OK5:
MAY 4, 2015.,
MAY 26, 2015
MAY 2q, 2015
JUNE q, 2015
,SINE 30, 2015
XLY 16, 2015
RA,nomL ME71M, 10 YEAR
10 MIK STORM
51 TE
P L A N
Cl
1)
..... . .........
FILE NO: F:\LOMONACO\TAYLORS-LANDING\PRELIM-PHASEI
PRA6VIN6 5C ALE:
14 501
Plim
AREA
XEf I
RAN
C I
RWFF
TOT&
.. .... . .... ..
PIPESI'Mmm:w
WE SIZE M
A65.
C
FAU-
INW
009F
SLOPE
CAP
51ZE
SLOPE
...... ..
21
065
5,4b
356
15
15
161,
1'0
105
1811
1" .5
0.4q
OM
546
31%
04
5124
16,
W
105
13
0.21
0.65
546
5.56
0A6
1020
Ibm
W
105
16
23
0.14
0.65
548
3.56
05
10110
24"
05
16.0
24"
O'q
IJI
OW
548
5.56
_ -i
4.16
4.16
15"
W
6.46
15"
1'0
0.6
0h5
5.48
3.56
214
6,30
18,11
1.0
105
16,
ID
0.65
0'65
5,48
3,56
2.31
6.61
16'
0-5
1.43
V
0.5
0,44
0h5
546
356
16.0
24"
0
041
0,65
5.46
3.56
1.61
Ibi
30"
0.5
2q.0
:3011
0.6
0.02
0h5
5.46
3-96
0.01
2262
50
05
2qD
3011
ab
Ibb
0.40
5.45
2.14
3541
5-54
15"
1.0
6.4b
1511
1.0
O'N
ObEi
5.48
3,56
210
2,10
15"
05
4.51
15"
0.5
050
0.65
5.46
356
1,61
Z05
36"
0.5
41.16
36,
0.5
1.06
ObEt
5.46
356
5.11
5.17
FUTURE
FUTUR�
FUTURE
FUTURE
IFUTURE
G
Wb
0b5
5.46
5.56
3.8
151
FUTURE
FUTURE
FUTURE
FUTURE
RjTUq
@
OA(b
0.05
5,48
3.56
5,42
3.42
1 FUTURE
FMRE
FUTURE
FUTURE
FUTURE
@
Obb
0b5
5AL)
356
3.1
14.1
FUTURE
FUTIRE
FUTURE
FUTURE
RMRE
1.15
0.65
5.46
3.56
4.1
18.2
j 15'
0-5
4,51
15"
0.5
0.21
OM
5.46
3.56
0.46
14.16
24"
1.0
22.62
2411
1,3
1.01
0.65
548
3,56
5.81
35 ---l'
--'- 6.46
15"
ID
0.83
0.65
5.48
3.56
2.21
111
159
W
6.46
15ij
LO
0.22
0.65
5,48
3.56
0.18
25.24
24"
1'0
22,62
2411
Lo
0b3
0b5
5.45
3.56
2.45
2.115
150
1.0
6.46
1511
ID
0A2
0.65
5.48
356
3.2i
3.21
15"
W
6.46
15"
1'0
0.24
0.65
5.48
3516
1.03
1,25
18l"
1.0
IO S
16111
3.4
0.18
0b5
548
356
0.64
1.54
2411
1.0
22.62
24"
25
0.45
0h5
548
3.56
Iho
3555
3011
1.0
41,0
wit
2.1
0.00
065
5.4b
3.56
0,00 1
6555
42'
05
11.14
42"
05
0.00
0,65
5.48
3.56
0,00
6555
420
05
11,14
4211,
05
2
1.2
0b5
5.48
3.56
4.21
4.21
1811
05
1,43
1811
05
OUTLET
0.42
0,65
5.45
3.56
1,44
11.31
420
05
11.14
4211
03
0A8
0.65
5.48
3.56
215
2.18
15"
W
6.46
1511
1.0
5T IN (512) MATERIAL: REINFORCE P ( ONGRETE
OR HOPE PER
GI1Y OF 6REEN65ORO 5TANDAR05
RIP RAP OUTLET PADS
PIPE #
VHMIOW
OUTLET
I05'1'N X21'LX2.0'0 GLA55"B" RIP
RAPPAD TH<05PIA.
"IS H X VL X 150
GLA55 "B" RIP RAP PAO TY4
< 05 DI&
Barum, Wade and Associates, P.A,
621 Eugene Court, Suite 100, Greensboro, NC 27401-2711
PO Box 21882 Greensboro, NC 27420.1882
Phone: [phone] Fax: 336-27S-3719
Web. www.borum-wade.com
N.C. License C-0868
5EAL5:
PRO,IECTo
VRAkN BY.
DATE:
APRIL 30, 2015
REVI51OK5:
MAY 4, 2015.,
MAY 26, 2015
MAY 2q, 2015
JUNE q, 2015
,SINE 30, 2015
XLY 16, 2015
;4- ET"TIT-L-E.-- -
51 TE
P L A N
Cl
1)
..... . .........
FILE NO: F:\LOMONACO\TAYLORS-LANDING\PRELIM-PHASEI
PRA6VIN6 5C ALE:
14 501
PLAN SHEET NO.
LU
till
CL
Q)
LU
UA
LU
--4
1
VRAkN BY.
DATE:
APRIL 30, 2015
REVI51OK5:
MAY 4, 2015.,
MAY 26, 2015
MAY 2q, 2015
JUNE q, 2015
,SINE 30, 2015
XLY 16, 2015
;4- ET"TIT-L-E.-- -
51 TE
P L A N
(PHA5E
1)
..... . .........
FILE NO: F:\LOMONACO\TAYLORS-LANDING\PRELIM-PHASEI
PRA6VIN6 5C ALE:
14 501
PLAN SHEET NO.
G -02

7-
4
Ex. Y -,,RD INLE
U N"i: 1213
NJ
MAY 15, 2015
REVISM-
POND GON.151311R.IU-ICTION 5EOUENGE
I N 5 P E G T 10 N 5 P L A N
JUNE 50, 2015
L
2,
SCHEDULE PRE-GON5TRXTION MEETING Y41TH ENGINEER AAD CITY Or GREENS POND [W:)PEGTOR,
INSTALL EROSION CONTROL DEVIGE5 MERE POSSIBLE. (STONE ENTRANCE, ETC)
ET TITLE:
RMW MAINTEW6E.
cl
WN-PiXTINE MAINTENAWE
7-
4
ul
0 10, 20' 40�
POND MAINTENANGE AND
NJ
MAY 15, 2015
REVISM-
POND GON.151311R.IU-ICTION 5EOUENGE
ul
0 10, 20' 40�
Borum, Wade and Associates P.A.
621 Eugene Court, Sixite 100, Greensboro, NC 27401-2711
PO Box 21882 Greensboro, NC 27420-1882
Phone: [phone] Fax: [phone]
Web; www.borum-wade.com
N.C. License C-0868
5EAL5:
PROJECT:
1 -4
lb
POND MAINTENANGE AND
DATE:
MAY 15, 2015
REVISM-
POND GON.151311R.IU-ICTION 5EOUENGE
I N 5 P E G T 10 N 5 P L A N
JUNE 50, 2015
L
2,
SCHEDULE PRE-GON5TRXTION MEETING Y41TH ENGINEER AAD CITY Or GREENS POND [W:)PEGTOR,
INSTALL EROSION CONTROL DEVIGE5 MERE POSSIBLE. (STONE ENTRANCE, ETC)
ET TITLE:
RMW MAINTEW6E.
cl
WN-PiXTINE MAINTENAWE
3,
CLEAR AREA OF rON5TRXTION LIMITS.
A)
MOKI%� MOW ALL ARE_�5 5URROUNDI% POND AT LEAST OWGE E\/ERY GARTER. AND MORE OFTEN WHEN
—E5E MAINTENANCE ITEM5 MAY REWIRE A REGIS PROFE55IONAL EN6tNEER To PREPARE A PLAN
4.
EXCAVATE FOR POND AND 5E6N DAM GON15TRI)GTION, (5:-E NOTES AND DETAII-5),
REWIRED DWI% THE 6ROkqfN(5 5EA50N (O R TO CONTRACT THIS kVRK),
z,; /OR OETAIL5 AND TO CfRTIFY COMPLETION IN AC60ROANCE KITH THE PLAN ANPIOR DETAILS. ALL
5.
INSTALL SPILLWAY (PER DETAILS). POND DRAIN TO REMAIN IN OPEN POI
5)
D 1 REMOVAL: RE"*OVE ALL TRA5H AND DE5R!15 FROM POND AND 5U DING BANKS. INSPECT
w
-,L, REv15im AND REPAIRS, SHALL BE DONE IN ACCORDANCE NITH THE CITY OF GREEN 5WRO WDELINE5
&.
PROVIDE RIP RAP DONUT IN FRONT OF POND IN Y4HILE IN OPEN P051TION.
ORIFICE FOR TRASH AND IMMEDIATELY REMOVE ANY VEGETATION GROWTH IN RISER AND
Q,
U-
#i,,D 5PE( IFIGATION5.
7.
6.
INSTALL STORM 5ENER OUTFALL.
SEED REMAININ6 015 ED AREAS,
LLJ
'Lu
KEEP THE BARREL 0.7LET CLEAR OF TREE LIM55 AND SEDIMENT. IN5PEGT TWICE A MONTH AND AFTER
A)
a-EDIMENT CLEAN -OUT - 5EDI OVAL FROM THE POND, FOREBAY5, OR RIP RAP BAFFLES 5HALL
5E REOUIRED VfEN 5EPI XP051TION IN THE FO AY EXCEEDS THE DESIGNED SEDIMENT STORAGE
q.
ONCE PONE) HA5 BEEN FINALIZED AND CON5TRUCTION APOROVED, CLOSED IN ON 5PILLKAY.
MAJOR 5TORM5, (W5GTION 13Y OVNER5 REPRESENTATIVE)
6)
MINOR SLOPE FAIL REPAIR BY FILLING ERODED AREAS NITH SUITABLE MATERIAL, GOMPAGTINC7
,APAGITY FOR THE FO AY. (IF SEDIMENT BAR5 ARE VISIBLE NEAR INLET DISCHARGE OR THE
MATERIAL IN PLACE, AND RE- D OR 50D, UTILIZE TEMPORARY ER05ION CONTROL MEA5URE5 AND
5ED LEVEL AT POND INLET 15 LE-55 THAN ONE FOOT BELOW THE NORMAL SURFACE). DEPTH
-n
POND EMBANKMENT 5PECIFIOATION
"( E5 AS NBrE%-RY TO RE-5TABILIZE REPAIRED AREA5. (O R`5 REPRESENTATIVE)
­EA5UlRF_MENT5 RELATIVE TO THE NORMAL POOL SHOULD BE TAKEN AT SEVERAL LOCATIONS AROUND
D)
PERIODIC IW5PE( TIONI FE IODIC IW-,PErTiON - INSPECT POND AFTER ALL MAJOR STORM EVENT5
-�E POND, SEDIMENT MU5T BE REMOVED HHEN MEA51)RED DEPTH 15 LE55 THAN DE516N PERMANENT POOL.
ALL FILL MATERIAL SHALL BE COMPACTED TO PRO DUCEA MINIMUM DECREE OF COMPACTION OF C15%
(MORE THAN 2 INCHES OF RAINFALL IN 24 HOUR5) OR AF ER EXTENDED PERIO05 OF RAIN ( MORE
�*&ERVREPRE51FNTATIVE TO HIRE CON ACCUSTOMED TO TH15 TYPE OR KORK,
STANDARD PROCTOR (A5TM Pblb) FOR KATI 501L F',`� L MATERIAL (GRANULAR OR ( LAYEY), FILL
w
THAN 2 TO 3 DAYS) _00K FOR DAMAGE TO INLET GHANNEL5, SPILLWAYS, DEBRIS BUILD -UP AT
5)
C,-ANNEL 5TAL31LIZATION - REPAIR SMALL RILLS BY SODDING. RESHAPING AND REVE&ETATION OF
MATERIAL 5HALL 5KE SPREAD IN UNIFORM LIFT5 NOT EXCEE-01% 6 INCHES IN UNGOMPACTEV THICKNE55.
LU
5PILLKAY AND ERODED OR 5LUMPE0 EMBANK MEN TS, (OWNER'S REF E5ENTATI VE)
eiATERKAY HILL BE NIECE55ARY FOR LAR5ER FAILURES, MAINTAIN RIP W CHANNELS TO PREVENT
BEFORE GOWAG-TION BEGINS, THE FILL 5HALL BE BR BHT TO OPTIMM M015TURE CONTENT FOP, GOMPA( TION,
E)
TRH5 AND BRUSH: TR=-5 AND BRUSH SHOULD NOT BE PERMJlEf) ON EMBANKMENTS, IN SPILLWAYS,
-REE/13"H 67ROWH ON BANKS AND BOTTOMS. REPLACE RIP RAP AS REOUIRED TO MAINTAIN DE516K
WHEN FILL 15 BROUGHT TO FINAL &RADE, THE CON SHALL DRE-55 THE FILL TO DRAIN AND PREVENT
AND IN MAINTENANCE ACGE56 AREA. REGULAR MC P06 WILL PREVENT UNNANTED GROWTH. (OWNER'S
GAPA CITY.
Lu
PONDINO. THE GUT-OFF TRENCH AND DAM GORE TO BE !SONS TED OF GLAYEY MATERIAL IN ORDER TO
REPIkTIVE)
G)
Pl--,;%IPAL 5PILLMY - INSPECT 5PILLKAY5 FOP, IMPROPER ALIGNMENT, CRACKS, LEAKS, CORROSION,
PROVIDE IMPERMEA.31LE GORE NHEN COMPACTION 15 GC!�PLETE, FOLLOW DIRECTIONS OF THE 50IL5 ENGINEER
F)
M15CELLANEOI I EXCE551VE PLANT GROWTH, ALGAE BLOOMS, ODORS, D150OLORAII-ION, ANIMAL
ELOGKA6E, ETC. SPILL REPAIRS SHALL BEE DETAILED, APPROVED, 6ON5TRUGTEE), AND CERTIFIED
THROI THE IN5,TALLATION PROCE55.
PBT5, ETC, SHOULD EE ADDRE55ED WITH THE 6OVERNMEN TAL OFFIGE HAVING JURWiGTION FOR
�q. ACGORDWE KITH CITY OF 6REEK550RO (A)IDELINE5,
TAYLORS LANDIN6, LLO
c.10 LOMONACO
KATER%ED PROTE6-'GN ON AN A5 NEEDED BA515. 503LUTiON5 TO THESE TYPES OF PROBLEMS SHOULD
D)
\, -,LVES AND GATES, OPERATE POND DRAIN VAILIVE FROM THE FULLY GL05ED TO THE FULLY OPEN P051TION
(33b) 430-qO0b
BE NON CHEMICAL. DEEMED SAFE FOR DRINKING HATER 5JP-PLY RESERVOIR APPLIGATION,
CONTACT.
=,T LEAST TWICE A YEAR, (O R5 A55OGIATION REPRESENTATIVE)
6)
CITY OF 6REEN 145FE_GTION5: PERIODIC, MAINT ENANG;E IN5,PE6TION5 V41LL BE PERFORMED BY THE
E)
I, -,M FAILURES - FAILURES NHIGH ENDANGER THE 5TRUGTURAL INTEGRITY OR KATERTIOHTNE55 OF THE DAM
CITY OF 6REENSBO% FOR KATER5HED PROTECTION. THE OHNER5 A55OGIATION SHALL BE NOTIFIED
:MALL HAVE A PLAN AND DETAIL PREPAREp To REPAIR SAID DAMAGE.
OF THE RE5ULT5 OF -�-155E IN5RE( TION5 AND ANY MAINTENAVI-E REQUIRED,
F)
SEEPA61E - SEEPAGE CONTROL MEAWRE5 WILL 13E REQUIRED IF THE SAFETY OF THE DAM 15 THREATENED.
ALL METHODS TO CONTROL SEEPAGE MU5T BE DE516NED TO AND GON5TRUGTED UNDER THE 5UPERV1510N
,IF AND CERTIFIED BY A PROFE55IONAL ENGINEER EXPERIEW ED WITH DAMS.
7 8 Q IN
4 i3 PuM,lc-, Ilk
\va y 7
Borum, Wade and Associates P.A.
621 Eugene Court, Sixite 100, Greensboro, NC 27401-2711
PO Box 21882 Greensboro, NC 27420-1882
Phone: [phone] Fax: [phone]
Web; www.borum-wade.com
N.C. License C-0868
5EAL5:
PROJECT:
1 -4
lb
........ .. -
FILE NO: F-,\LOMONACC-\TA(LORS-LANDING-POND-PLAN
DRAWING 5CALE. 1' = 20'
PLAN 5HEET NO.
DATE:
MAY 15, 2015
REVISM-
MAY 2q, 2015
JUNE q, 2015
JUNE 50, 2015
JULY lb, 2015
ET TITLE:
cl
PLAN
w
<
Q,
U-
LLJ
'Lu
CD
-n
Cy
Q)
CC)
CD
w
'Lu
Lu
LU
Lu
cy/
01INNERA)EVELOPER;
TAYLORS LANDIN6, LLO
c.10 LOMONACO
PROPERTIES LLG
P.O. 13OX 414,51,1WERFIELD, NG 2135b
(33b) 430-qO0b
CONTACT.
JON FORD
........ .. -
FILE NO: F-,\LOMONACC-\TA(LORS-LANDING-POND-PLAN
DRAWING 5CALE. 1' = 20'
PLAN 5HEET NO.
DATE:
MAY 15, 2015
REVISM-
MAY 2q, 2015
JUNE q, 2015
JUNE 50, 2015
JULY lb, 2015
ET TITLE:
POND
PLAN
........ .. -
FILE NO: F-,\LOMONACC-\TA(LORS-LANDING-POND-PLAN
DRAWING 5CALE. 1' = 20'
PLAN 5HEET NO.

plf
F
I IL-IL-11, I riw[NIV
§_MP Ejft� ]NLET
L:wwmwi
2� BLUE RUSH
26 PICKEREL RUSH
52 CARDINAL FLOWER
lb'A X 16L X 150
CLA55 "B" RIP RAP PAD
TAIL 0i A5 NE6E55ARY
ELEV.; 152.0
V Q�
(31 CIA 100 YR. - 73IO2
1130.0 /--r7 Ar-r- I k1r_r') COH I IAIA',/
\71
32 NARROW
24' CA.P. R15ER
T
PLUME 6RA55
5aL1FIG_6L102_Wo
32 6ARDIRAL--
Z-
1.
THE LAND56APE CONTRACTOR SHALL PROVIDE ALL MATERIALS AND LAE30R AS 5PE0 IFIEL NO 5k)E35TITUTIONS 5HALL BE MADE
WITHOUT PERM195ION FROM THE LAN APE ARGHITEGT,
(PER KIT Ii
26 LOUISIANA IR15
Z26
Fli
d
100 YR. - 131.0
LOU151ANA IRIS 30 5YiAMP
2.
PLANT LO( ATION55HALL BE BE STAKED BY THE CONTRACTOR AND APPROVED BY THE ONNER OR OWNERS REPRESENTATIVE
26 BLUE R,15H
2b PICKEREL RU5H —
I HIBi
10 YR,- 12q.13 W
PRIOR TO INSTALLATION.
28 LOUISIANA Il
26 13LUE RUSH
2b PICKEREL RUSH --j
5.
PLANTING BE Al SHALL GLEAREV OF ALL ORA55, WEEDS AND DEBRIS PRIOR TO BED PREPARATION AND INSTALLATION.
AROUND POND
3 2 YR.- 12b.41
4.
T OF COMP05
PLANT AREA55HALL BE AMENDED AND TILLED AT A MINIMUM DEPTH OF 6". PLANT BEL) 501L MIX URE SHALL 601 T
5HNT EL. 1281 A5
(2:1 MIN. 5LOPE)
(2" DEPTH). THE 601 SHALL BE BE TILLED TO OBTAIN THE PLANT BED DEPTH OF 6". APPLY 5LON RELEASE 16-4-b FERTILIZER
<
I YR,- 125,15 Q
2b BLUE RU5H
(OR APPROVED EXAL) TO THE PLANTING All
CIA
1265
5.
REMOVE ALL ROl CLUMP5, ETG. BEFORE MULCHING.
26 9AAMP
3" DIA, ORIFICE HOLE
6.
ALL PLAi IN THE 5HALLOY4 LAND ZONE 5HALL BE MULCHED WITH 2' OF 5H REDDED HARDWOD WLGH,
HIB15( U5
26 BLUE RU5H
26 CARDINAL
*00 NOT MULGH THE HALLOW YqATER PLANTS,
v
125,0
10
26 LW51ANA IR15 -- - / FLOWER
1.
ALL PLANT MATERIAL SHALL MEET OR EXCEED THE STANDARDS SET FORTH BY AMERICAN A550GIATION OF NJR5ER`(tvi
c->
�N, 1
" I
) AT TIME OF PLANTING AND THROUGHOUT THE PROl UNTIL THE ON\ER HAS
ALL PLANT MATERIAL SHALL BE THOROUIl HATEREL
CONTIRE PIPE TO TIE
EX. 'fAll INILET
LU
AGCEPTED THE PROJECT AND ASSUMED RE5PON51BILITY.
Lu
LU
O
ANP 24" RCP
FORE13AY
2( ? NARRON
!4-,
2b PICKEREL RL15H
b" GATE VALVE
SHELF AREA; 5,421 S.F.
PLUMEORA55
(PER KIT PESO)
26 PICKEREL 14
W PLANT5 RERED., 1,360 FLMT5 PER 200 5F)
104,85
26 NARROW
LF-,
CAp,
a-A—Rillff
FLANC-'ED JO/NT5
PLUMED
BOTTOM - 1205
FOOMON NAME 561ENTIFIC NAME GNTY 51ZE REMARK5
NEOPRENE 5A,
SEDIMENT
r5 ililn
%4LON Ii RMT5
:_:E! I ET, 11' iii 1�
60-UOM - 1Iq.5 5TORA6E ri
4
13LUE i Ji 6LAXA 238 _ -'_ POT W
1 l BARBELL A55EM13LY
26 CARDINAi
26 LOU151ANA IRIS
'i
501-T5
MARFALTURED BY 6ONTEC44
(OR APPROVED EQUAL)
4 TO & INCH LAYER OF
LOU151ANA IR15 (MIX) IR15 5PR 214 4 'POT (MIN.)
USE A MIX OF GOLOR5
FILTER DIAPHRAGM
FLOWER
(5EE DETAIL)
PERMANENT POOL OF WATER.
FOLLOW 50IL5 5(AENTI5T/EN5INEER'5
212 411 POT (MIN)
PICKEREL RUSH PONTADERIA ( ORPATA
RECOMMENDATION OF TYPE AND APPLIGATION
10 FT. MIN,
26 BLUE W5H
AND PROVIDE 50IL5 ANALYSIS 6 R 0 T 10 N__T H R 0 U_Q H P 0 N V
%1i LNO FLMTS
REPORT FOR POGUMENTATION
26 5 M
C FL R LOBELIA CARDINAL15 226
4" POT (MIN.)
5NAMP HIBISCUS HIBI566 M05CHUET05 246
4" POT (MIN)
NARK OVq PLUME 55 5A66HARUM BALDHINII 224 4" POT (MIN)
1
26 BLUE RUSH
26 WIMP—
H1515GI,15
---
26 LOU151ANA IR15
2� BLUE RUSH
26 PICKEREL RUSH
52 CARDINAL FLOWER
lb'A X 16L X 150
CLA55 "B" RIP RAP PAD
TAIL 0i A5 NE6E55ARY
ELEV.; 152.0
V Q�
(31 CIA 100 YR. - 73IO2
1130.0 /--r7 Ar-r- I k1r_r') COH I IAIA',/
orum, Wade and Associates, P.A.
621 Eugme Comt, Suite 100, Greensboro, NC 27401-2711
PO Box 21882 Greensboro, NC 27420-1882
Phone., 336-275-0471 Fax: [phone]
Web: www.borum-wade.com
N.C. License #: C.,0868
. .... . ........ . .. . ....... ... . . .....
5EAi
m
PROJEGT:
10 i
24' CA.P. R15ER
4 36" TRA5H RACK
W MTI-VORTEX Pi
(PER KIT Ii
TOP: 132.0
100 YR. - 131.0
R. 5PW: 130.0
10 YR,- 12q.13 W
VE6ETATEP SHELF
wMy
AROUND POND
3 2 YR.- 12b.41
I
#5EE (5RAD11% PLAN
5HNT EL. 1281 A5
(2:1 MIN. 5LOPE)
DETERMINED 13Y
<
I YR,- 125,15 Q
PIEDMONT ENVIRONMENTAL A550, P.A.
U_
CIA
1265
3" DIA, ORIFICE HOLE
4t
1255
NORMAL POOL
v
125,0
10
10 124 5
c->
124,0
CONTIRE PIPE TO TIE
EX. 'fAll INILET
LU
iL 5RLLHAY 4
Lu
LU
ANP 24" RCP
FORE13AY
b" GATE VALVE
(PER KIT PESO)
LU
104,85
LF-,
CAp,
FLANC-'ED JO/NT5
BOTTOM - 1205
722,5
NEOPRENE 5A,
SEDIMENT
r5 ililn
721,3(
:_:E! I ET, 11' iii 1�
60-UOM - 1Iq.5 5TORA6E ri
4
x x"
1 l BARBELL A55EM13LY
ANCHOR
501-T5
MARFALTURED BY 6ONTEC44
(OR APPROVED EQUAL)
4 TO & INCH LAYER OF
FILTER DIAPHRAGM
GLAY-TYPE LINING To MAINTAIN
(5EE DETAIL)
PERMANENT POOL OF WATER.
FOLLOW 50IL5 5(AENTI5T/EN5INEER'5
GON(,RETE 1`60TIN;�
4.0 FT N X 4.0 FT. N X 25 FT. D CUT-OFF TRENCH
RECOMMENDATION OF TYPE AND APPLIGATION
10 FT. MIN,
AND PROVIDE 50IL5 ANALYSIS 6 R 0 T 10 N__T H R 0 U_Q H P 0 N V
REPORT FOR POGUMENTATION
orum, Wade and Associates, P.A.
621 Eugme Comt, Suite 100, Greensboro, NC 27401-2711
PO Box 21882 Greensboro, NC 27420-1882
Phone., 336-275-0471 Fax: [phone]
Web: www.borum-wade.com
N.C. License #: C.,0868
. .... . ........ . .. . ....... ... . . .....
5EAi
m
PROJEGT:
wMy
<
U_
CIA
c->
LU
Lu
LU
LU
0RfR)VMLOPEl
TAYLORS LAWI*, LLG
Uo LOMONACO PROPERTIES LL( ,
P.O. E30X 414,5UMMERFIELD, NG 2135b
(336) 430-q008
CONTAOT: JON FORD
DRAW BY.
.. ... .. . .. .. ... . . .... .......
DATE: MAY 15,2015
REV1510i MAY ,261, 2015
JUNE q, 2015
JJNE 30, 2015
JULY lb, 2015
51ffT TITLE.
POND DETAIL
P L A N
FILE i F:\LOMONACO\TAYLORS—LANDING—POND—DETAIL—PLAN
D 56AL5 N.T.S.
P 7N �114 E" E` T­NO-
ff, 00 A I

296 rw�w� m
EXI'M EX 5LOPE EXISTWO
A5PHALT APPL]GATION RATE5.
3'E325DB VM aM 525.013 - 510 056Y (PER 5" LIFT)
t I IqD5 - 456 L55/5Y (PER 4' LIFT)
I b' 6ATE VALVE lvp�_i __ I �­_ V_ 2 5 C15 A - 165 LB56Y (PER h' LIFT)
PAVEMBT 5PE( :
11E PROP. HATER LfW BEWH MILL AND
40 IN TO EXISTIN65 8- LIW E3A5E: 5.0' 625DB
WERLAY
Hk?ENIW5 56rTION
RD47YE 2" ED AW MTF, INT� 4.0" 1 IqD5
0 1 FROM EX 10 AW
5)RI 3.0" 5q.5A (2 LIFT5)
=R V E
GURE3 4 OUTTE 41D NLN�MTI �N
15 LP� 15' 5D.
T 'TION NOT TO 56ALE
a IN, ER5EG
MTN PERM. FF_5�
f Efluffi
TO CViii'EY HATER I b' X 8" TEE
TO EX PITCH
0, 2 b" 6ATE VALVE /-PROP. 3-MY WD.
2A 0 t
j q
(0 WA
Iir New, 2" 30, LJ97- 1, FINAL STRIMM PLAN FOR BIRC44OZEK ROAD TOBE RWFYf0 AND APPROVW IN
r_TD. #402 IDA. - - - - - - - -
30, RJ69
10 E3 0 FIMV BY WVOT INSPEGTOR PRkR TO STRIPIN65 PL)IaMIT. CON7RA6TOR MT ONE
W"T AT Lf-A6TO PaPS ADVWW NME PRIOR TO STRIPIM�
TOP. T3C N 0 T E 51 R G H G R E E K R 0 EX 8"m=1 NOTE5- ALL COWF4,1010N TO EE IN ACOMWE HITH GITY 2 WA)OT TO KAKE FIELD VETERM�TION OF KLETHEP THRV"TIC OR PAM
TO E3 E P R I V A T E L Y P. E. OF 6R93fEM!5TXVAFV5 no 5%11F�im. STRIPES Nil m mmlm�
fW RAF pv
&L OWM 4416H TE KrO HAWJ5 HBT DO 50
qY h X V L X LtP
Cl E R T I F I E D T 0 N G 0 0 T AT RANHOLE 5HELF.
WPORTANT INFORMAT ION NOTs ISTPUATION OF SOBVW
KCR a CITY M. PfM OM RAW WIVIDUAL ILOT5 HILL NOT HE I%" FOL (ART)IFICATE5 OF 060PWY (CD) XESS TIE
Pr'of lo any Public Stormi Sc-.w�,r H"stallation RMF4T 5V54ALK IN 11"55 RiASUWa HAS SM 116TALLED. THIS 146T BE COMPLETED
'X373,233F,
PRIOR TO FWL APPROVAL BY BUWI* WMW& (W EXUMION5 FOR BMW WDK*)
0 ri �
please contact Roadway hnispeciit n,- DE DRAINA6E EA5B4NT
2 ------
---- ----- - --
7-
4- ----- ------ ---- ---
j-
-4 -
—4-
J-_
....... ::47
ff
7
4 -- --------
- ------ - -----
T
_'T -------
-:4
4-
J_-
_7"
-- - --- - ----
-7 - --- - --- --
-- ------- -
_77 ------ -
4�
_T_
q_ --------- j
iR
A. ...... . ... .... .
J.- ---------
----------
........... .
K
E
-An
-4
t
=T ------- -
�7
J
2 + ----- --
J-
.. . .......
.. .. ...... ------
_7 ---
T-40 ------
4 4
--- ------- ---
-IZZI + j� . . .. . .....
4T
---- ------- 4
-- - -- - -----
4
-4-
4-
-4-
I= _7
4
_-E
4
--- --- ----- --- ---
IR _-r
=t-71 3
4 W___ ------- i-
Ik jo%7
---------- -
-------- - --
7
- - -------- ------
=7
]l A
__4 -
J
_4
t
W-T j,
i _4 t
-.4 -- ----
4:
4 I___
-T.
HK
4", 4-
--- -------- 41 4_____-4-
- ----- ::- 7= _44[
OF
j
T
_=7 _1_ L
4­ T - - -------- - - ----- -- - -
- zzzl_ ------------
----------- -
EE__
-4- -
+ j
z.:_
t -1
4
7 ------ - t---- =4
4--
4L - :_E
t
4
_7 t
- ------ 1=7
_4
7_7 i-
__7
----- - -----
+
--- ------ - ----- _7k..
F T-=-i
+
I T
T_ -------
7
4E,
--------- -
----- - --- -- --
H_ . ....
-=T' T
+
VAE.
1_= J
7_1
t
4=
_4 +
T_
EF
=4
--t- -4-
�*z _74 3—E
-- --------
-4-
=4--
t ---
- -------- - -----
_4
+ EF
T-:7
j $ tz - -
E------
- --- ------- ---- 7.
1-11 - ___ __ 7 1 - ------- -- -------- -
4- - ------
-- ------ --
...... .. --------
--------- -
7 ------
__7 T L _ J�
4
4
--- ---- 4=1
+ ------- - -
_4, ------ -- -------
t _J
--i-_ — - ___ , - 1� _=­ 17--_ - - - - -1-1 4
- --------- T
#
T
t- --- --- - - ----
. . . .....
--d
7=
=4 ------
A_
_�T
. ... ...... ------ - -----
-J 4,
--4
-4 - - --- -----
F
=f
f
-4f=
4-
]_�:=F=d #
7=
_=j- - ------ I A ,
4- --------
-�j
F
E
F=
44
EV
_4 - .- =T
T_
TAYLORS LANDINO SUBDIVISION PHASE I
F
NIA IN
0 20' 40� 120' 160,
F., \LDMCNACO\TArLORS-LANDING\PPOI-MCM-CREEK-RD,Dm
Borum Wade and Associates P,A, iNISTI"YEF IN 1-: 0 RIMI A 'T K,,), N11 TAYLORS LANDIN6, LLG MAY 4, 2015 F NAME CITY OF GREENSBORO
_1191 to Lie- co* or distrkded clo LOMONAGO PROPERTIE5 LLG
DIMSION
ENGINEERING
7 t DESI BY: isw
11 MAY 29, 2015
621 Eugene Cour� Suite 100, Greensboro, NC 27401-2711 REVISIONS:
40'HORIZONTAL
"PAMM!'t tiv exorem wntlan 126 5IRCH CREEK ROAD
T_
PO Box 21882 Greensboro, NC 27420-1882 JUNE 9, 2015 DETAILED BY: JSW
21 12' 16 &ILMER TONN5HIPI OUILFORD C.OUNTY BIRGH CREEK ROAD KDENIN6
0 41
-275-0471 Fax: [phone]
F-ROM 5TA: 1+00 TO STA. 6+00 0F OL BIRCH CREEK ROAI?
Phone:336 per AU" Of U m JUNE 30, 2015 BY: isw
.................. _10
Web: www,borum-wade.com 4 OLINA p p C.) I
01� Grwr&oro. SCALE: 1" 40' HOR, 4' VER�
kA= 11�ol A I - ­ ! . . . I I I JULY 16, 2015 Ill 1 1111 1111 Ill I
UE UTILITY EA5EMENT
6E 60MMON ELEMENT
R/W
RM
40 FT,
50 FT.
23 FT.
T
T - t2O'
FOR TAM
FT
i
AM UA�
296 rw�w� m
EXI'M EX 5LOPE EXISTWO
A5PHALT APPL]GATION RATE5.
3'E325DB VM aM 525.013 - 510 056Y (PER 5" LIFT)
t I IqD5 - 456 L55/5Y (PER 4' LIFT)
I b' 6ATE VALVE lvp�_i __ I �­_ V_ 2 5 C15 A - 165 LB56Y (PER h' LIFT)
PAVEMBT 5PE( :
11E PROP. HATER LfW BEWH MILL AND
40 IN TO EXISTIN65 8- LIW E3A5E: 5.0' 625DB
WERLAY
Hk?ENIW5 56rTION
RD47YE 2" ED AW MTF, INT� 4.0" 1 IqD5
0 1 FROM EX 10 AW
5)RI 3.0" 5q.5A (2 LIFT5)
=R V E
GURE3 4 OUTTE 41D NLN�MTI �N
15 LP� 15' 5D.
T 'TION NOT TO 56ALE
a IN, ER5EG
MTN PERM. FF_5�
f Efluffi
TO CViii'EY HATER I b' X 8" TEE
TO EX PITCH
0, 2 b" 6ATE VALVE /-PROP. 3-MY WD.
2A 0 t
j q
(0 WA
Iir New, 2" 30, LJ97- 1, FINAL STRIMM PLAN FOR BIRC44OZEK ROAD TOBE RWFYf0 AND APPROVW IN
r_TD. #402 IDA. - - - - - - - -
30, RJ69
10 E3 0 FIMV BY WVOT INSPEGTOR PRkR TO STRIPIN65 PL)IaMIT. CON7RA6TOR MT ONE
W"T AT Lf-A6TO PaPS ADVWW NME PRIOR TO STRIPIM�
TOP. T3C N 0 T E 51 R G H G R E E K R 0 EX 8"m=1 NOTE5- ALL COWF4,1010N TO EE IN ACOMWE HITH GITY 2 WA)OT TO KAKE FIELD VETERM�TION OF KLETHEP THRV"TIC OR PAM
TO E3 E P R I V A T E L Y P. E. OF 6R93fEM!5TXVAFV5 no 5%11F�im. STRIPES Nil m mmlm�
fW RAF pv
&L OWM 4416H TE KrO HAWJ5 HBT DO 50
qY h X V L X LtP
Cl E R T I F I E D T 0 N G 0 0 T AT RANHOLE 5HELF.
WPORTANT INFORMAT ION NOTs ISTPUATION OF SOBVW
KCR a CITY M. PfM OM RAW WIVIDUAL ILOT5 HILL NOT HE I%" FOL (ART)IFICATE5 OF 060PWY (CD) XESS TIE
Pr'of lo any Public Stormi Sc-.w�,r H"stallation RMF4T 5V54ALK IN 11"55 RiASUWa HAS SM 116TALLED. THIS 146T BE COMPLETED
'X373,233F,
PRIOR TO FWL APPROVAL BY BUWI* WMW& (W EXUMION5 FOR BMW WDK*)
0 ri �
please contact Roadway hnispeciit n,- DE DRAINA6E EA5B4NT
2 ------
---- ----- - --
7-
4- ----- ------ ---- ---
j-
-4 -
—4-
J-_
....... ::47
ff
7
4 -- --------
- ------ - -----
T
_'T -------
-:4
4-
J_-
_7"
-- - --- - ----
-7 - --- - --- --
-- ------- -
_77 ------ -
4�
_T_
q_ --------- j
iR
A. ...... . ... .... .
J.- ---------
----------
........... .
K
E
-An
-4
t
=T ------- -
�7
J
2 + ----- --
J-
.. . .......
.. .. ...... ------
_7 ---
T-40 ------
4 4
--- ------- ---
-IZZI + j� . . .. . .....
4T
---- ------- 4
-- - -- - -----
4
-4-
4-
-4-
I= _7
4
_-E
4
--- --- ----- --- ---
IR _-r
=t-71 3
4 W___ ------- i-
Ik jo%7
---------- -
-------- - --
7
- - -------- ------
=7
]l A
__4 -
J
_4
t
W-T j,
i _4 t
-.4 -- ----
4:
4 I___
-T.
HK
4", 4-
--- -------- 41 4_____-4-
- ----- ::- 7= _44[
OF
j
T
_=7 _1_ L
4­ T - - -------- - - ----- -- - -
- zzzl_ ------------
----------- -
EE__
-4- -
+ j
z.:_
t -1
4
7 ------ - t---- =4
4--
4L - :_E
t
4
_7 t
- ------ 1=7
_4
7_7 i-
__7
----- - -----
+
--- ------ - ----- _7k..
F T-=-i
+
I T
T_ -------
7
4E,
--------- -
----- - --- -- --
H_ . ....
-=T' T
+
VAE.
1_= J
7_1
t
4=
_4 +
T_
EF
=4
--t- -4-
�*z _74 3—E
-- --------
-4-
=4--
t ---
- -------- - -----
_4
+ EF
T-:7
j $ tz - -
E------
- --- ------- ---- 7.
1-11 - ___ __ 7 1 - ------- -- -------- -
4- - ------
-- ------ --
...... .. --------
--------- -
7 ------
__7 T L _ J�
4
4
--- ---- 4=1
+ ------- - -
_4, ------ -- -------
t _J
--i-_ — - ___ , - 1� _=­ 17--_ - - - - -1-1 4
- --------- T
#
T
t- --- --- - - ----
. . . .....
--d
7=
=4 ------
A_
_�T
. ... ...... ------ - -----
-J 4,
--4
-4 - - --- -----
F
=f
f
-4f=
4-
]_�:=F=d #
7=
_=j- - ------ I A ,
4- --------
-�j
F
E
F=
44
EV
_4 - .- =T
T_
TAYLORS LANDINO SUBDIVISION PHASE I
F
NIA IN
0 20' 40� 120' 160,
F., \LDMCNACO\TArLORS-LANDING\PPOI-MCM-CREEK-RD,Dm
Borum Wade and Associates P,A, iNISTI"YEF IN 1-: 0 RIMI A 'T K,,), N11 TAYLORS LANDIN6, LLG MAY 4, 2015 F NAME CITY OF GREENSBORO
_1191 to Lie- co* or distrkded clo LOMONAGO PROPERTIE5 LLG
DIMSION
ENGINEERING
7 t DESI BY: isw
11 MAY 29, 2015
621 Eugene Cour� Suite 100, Greensboro, NC 27401-2711 REVISIONS:
40'HORIZONTAL
"PAMM!'t tiv exorem wntlan 126 5IRCH CREEK ROAD
T_
PO Box 21882 Greensboro, NC 27420-1882 JUNE 9, 2015 DETAILED BY: JSW
21 12' 16 &ILMER TONN5HIPI OUILFORD C.OUNTY BIRGH CREEK ROAD KDENIN6
0 41
-275-0471 Fax: [phone]
F-ROM 5TA: 1+00 TO STA. 6+00 0F OL BIRCH CREEK ROAI?
Phone:336 per AU" Of U m JUNE 30, 2015 BY: isw
.................. _10
Web: www,borum-wade.com 4 OLINA p p C.) I
01� Grwr&oro. SCALE: 1" 40' HOR, 4' VER�
kA= 11�ol A I - ­ ! . . . I I I JULY 16, 2015 Ill 1 1111 1111 Ill I

-- t -f- -�- _ � --

t 1
i
k

12 AN
II ell,
It
\/D C) CDI 0 ol
0 C, 0 C, 0 0
0 0- v",
-'s
40 - VII OL. MAX.
10, - 0x, 201 -o"
101-01
TYPIOAL PIER
5Lff 0 R T E P I P E
----#3 HORIZONTAL TIE EARS @ 12" O.G.
#4 VERTIGAL B. @ 12' OL
3" CLR, (TYP.)
0
C) 0 'c" 0 c)
Q
31 Oil
#4 BAR5 @ lV2' OL,
FILE NAME F,,VOMMACO\'rA NG\PP05-SAR-SEW-PMR-OCTAO-OWO
w
MAW "*kLillillillillilillillilill�