20161103 Ver 1_More Info Received_20170131

Homewood, Sue
From:Tori Small <[e-mail]>
Sent:Tuesday, January 31, 2017 4:01 PM
To:Homewood, Sue; Bailey, David E CIV USARMY CESAW (US); Michael Westcott
Subject:Re: Charlestowne Square
Attachments:CHARLESTOWNE SQUARE GRADING PLAN (1).pdf; CHARLESTOWNE SQUARE IMPACT MAP 3
(1).pdf; CHARLESTOWNE SQUARE OVERALL IMPACT MAP (1).pdf
Sue- We revised the bottom of the channel to riprap to alleviate the concerns with matting. Unfortunately we are
concerned about the stream meandering again if we add riffles or step pools instead of riprap, and I hesitate to use a
method like that in the rear of a condo complex since they won't have the money or experience to monitor or make
repairs to a stream restoration technique. The revised channel cross section is attached as are the associated impact
maps. Please let me know if there are additional concerns. Thanks for your patience. -Tori

Victoria Waldron Small, PE

Westcott, Small & Associates, PLLC

125 S. Elm Street, Suite 606

Greensboro, NC 27401

Phone: 336.310.WSAA

Direct: 336.310.1481

1

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l�iPACT ADZ AI31 .
IMPACT LOCATION
TYPE
LENGTH
AREA
BANK STABILIZATION
IMPACT #1
CH
50 LF
300
SF
SEDIMENT REMOVAL
IMPACT #2
CH
25 LF
150
SF
CHANNEL RELOCATION
IMPACT #3
CH
70 LF
420
SF
CHANNEL RELOCATION
IMPACT #3
1 VEG
1648
SF
*CH
= CHANNEL,
VEG =
VEGETATION
8
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50 0 25 50 100
1 inch = 50 ft.
WESTCOTT, SMALL & ASSOCIATES, PLLC
125 SOUTH ELM STREET, SUITE 606CHARLESTOWNE
GREENSBORO, NC 27401
WWW.WSAAENG.COM
PHONE: 336.310.WSAA
DRAWN BY: MBW
PROJECT
SQUARE
STREAM RELOCATION
5615 HORNADAY ROAD
GREENSBORO, NORTH CAROLINA
MOREHEAD TOWNSHIP, GUILFORD COUNTY
SH 1. NAME
OVERALL IMPACT
MAP
SHT. NO.
1
1
OWNER
CHARLESTOWNE SQUARE HOA
C/O PRIESTLEY MANAGEMENT COMPANY
ATTN: DEBORAH PENNELL
1 842 BANKING STREET
GREENSBORO NC 27408
DATE: 10/3/16
REVIEW BY: VWS
P T -1
ROJEC NO: E 299

\ IMPACT #3
FILL IN OLD CREEK BED. COMPACT
FILL MATERIAL TO 85% STANDARD
1 \ \ s \ PROCTOR. PLANT 1 BLACK WILLOW
TREE (2" CALIPER) OUTSIDE OF
\ \ ss\ y y /EASEMENT IN OLD STREAM BED.
61
36"RCP ss \S \
\ I
INV. OUT: 874.x' C"K)
RIM: 881.2
INV. N\ S:
/
A\ INV. OUT\N
\ T 0)
CO
X,�
878 ss— ss�ss 'S ss— �s-
v — — �— PVC-
—
t — — — — — — \
— --- s ---- \ %` _ — —�-T----
16
IMPACT LOCATION
TYPE
LENGTH
AREA
CHANNEL RELOCATION IMPACT #3
CH
70 LF
420 SF
CHANNEL RELOCATION IMPACT #3
1 VEG
1648 SF
*CH = CHANNEL, VEG = VEGETATION
\ -4W,
15"RCPT>�S 001 N — --- — -- —
`jMSD �D msD 0 -
- \ A N
N BRAMBLEGATE ROAD
��I IPP N11 FT �� ..
NOT
CAR����.
cFSS7;i".
Y
P-0576
0
O_
I I
a
Y
Q
w
m
w
0
Q
L6
r-
00 pj
II ��P
>Ld
+/
Q
CHANNEL PROFILE
NTS
0
00
00
I I
w
J
w
20 0 10 20 40
1 inch = 20 ft.
WESTCOTT, SMALL & ASSOCIATES, PLLC
125 SOUTH ELM STREET, SUITE 606CHARLESTOWNE
GREENSBORO, NC 27401
WWW.WSAAENG.COM
PHONE: 336.310.WSAA
DRAWN BY: MBW
PROJECT
SQUARE
STREAM RELOCATION
5615 HORNADAY ROAD
NORTH CAROLINA
MOREHEAD TOWNSHIP, GUILFORD COUNTY
SHT. NAME
IMPACT MAP
AREA 3
SHT. NO.
4
OWNER
CHARLESTOWNE SQUARE HOA
C/O PRIESTLEY MANAGEMENT COMPANY
ATTN: DEBORAH PENNELL
1842 BANKING STREET
GREENSBORO NC 27408
DATE: 10/3/16
REVIEW BY: VWS
--1GREENSBORO,
[PROJECT NO: E-1299

PARCEL NO.: 0062003 \
N/F: CHARLESTOWNE SQUARE CONTRACTOR NOTES: PERMANENT SEEDINGS
\ MHS CONDOMINIUM ASSOCIATION, INC. \ NOTE: ALL DIMENSIONS AND RADII ARE TO OUTSIDE FACE OF BUILDING OR TO FACE OF CURB, OR
\ \ \ RIM: 866.77 DB 5369 PG 765 PARCEL NO.: 0062003 DEFINITION
\ INV. IN SE: 866b:2s TO THE CENTER OF STRUCTURES SUCH AS INLETS, SIGN POSTS, ETC., UNLESS OTHERWISE NOTED.
\ \ - 0. CPB 3 PG 3 N/F: CHARLESTOWNE SQUARE SEEDING DISTURBED AREAS WITH PERENNIAL GRASSES AND OR LEGUMES TO PROVIDE A PERMANENT
INV. OUT NW: 860.22 ( )
CONDOMINIUM ASSOCIATION, INC. VEGETATIVE COVER TO LESSEN RUNOFF AND SOIL EROSION.
4 \\ \ s DB 5369 PG 765 CONTRACTOR TO:
CPB 3 PG 1 1. VISIT SITE AND BRING TO THE ENGINEER'S ATTENTION IN WRITING ANY PROBLEMS OR PURPOSE
PUMP AROUND TO SEDIMENT SACKS TO LESSEN SOIL EROSION AND PERMANENTLY STABILIZE DISTURBED AREAS CREATED BY GRADING OF
DISCREPANCIES WITH SITE OR PROJECT PRIOR TO CONSTRUCTION. CONSTRUCTION SITES.
__ 2. COORDINATE WITH THE OWNER FOR PHASING OF CONSTRUCTION. INSURE A HIGH LEVEL OF
!\ _ � \ ` � CONDITIONS WHERE PRACTICE APPLIES
\\\ \\ /' SAFETY DURING ALL PHASES OF CONSTRUCTION.% ALL BARE SOIL AREAS ON CONSTRUCTION SITES WHICH ARE NOT COVERED BY STRUCTURES OR OTHER
3. CHECK ALL DIMENSIONS AND ELEVATIONS NOTED ON PLANS. REPORT ANY DISCREPANCIES TO EROSION CONTROL DEVICES.
_RE-- ESTABLISH ORTHER STREAM THE ENGINEER IN WRITING PRIOR TO ANY FURTHER CONSTRUCTION.
PREPARATION
4. CONTACT ENGINEER FOR OBSERVATION OF CONSTRUCTION RELATED TO REQUIRED FEDERAL,
BANK AT 2:1 T7 MATCH TABLE UP PREPARE SEEDBED BY RIPPING, CHISELING, HARROWING OR PLOWING TO DEPTH OF SIX INCHES SO AS TO
\ \ �� I - -1 -S uTHERN BELS RIGH\ -OF- \ AND DOWN STR AM SECTIONS. SEED STATE OR LOCAL CERTIFICATIONS INCLUDING BUT NOT LIMITED TO PROOFROLL AND ASPHALT PRODUCE A LOOSE, FRIABLE SURFACE. REMOVE ALL STONES, BOULDERS, STUMPS OR DEBRIS FROM THE
3 PLACEMENT. PROVIDE 24 HOUR NOTICE TO ENGINEER FOR REQUIRED CONSTRUCTION SURFACE WHICH WOULD PROHIBIT GERMINATION OR PLANT GROWTH.
- --- \ \ \ , CPB 3 PG\13 WITH NCDENR APPROVED STREAM
_; \ \�\r\ ♦ SSI \� ` \ \ -BED MIX AND AT NEW SIDE SLOPES OBSERVATION RELATED TO CERTIFICATION OF ROADWAY, WATER SYSTEM, PAVEMENT, ETC. INCORPORATE INTO THE SOIL 800 TO 1,000 POUNDS OF 10-10-10 FERTILIZER PLUS 500 POUNDS OF
--_ \ °� \ \ \ \�S \` \ WITH NAG C -P50. PLANT LIVE \ 5. KEEP ALL PLANTING AND GRASS AREAS FREE OF DEBRIS, STONES, CONSTRUCTION MATERIALS, TWENTY PERCENT (20%) SUPERPHOSPHATE PER ACRE AND TWO TONS OF DOLOMITIC LIME PER ACRE
\ \ ♦ \\ \ ETC. CONTRACTOR IS RESPONSIBLE FOR NOT DAMAGING EXISTING PLANTING TO REMAIN. UNLESS SOIL TESTS INDICATE THAT A LOWER RATE of LIME CAN BE USED.
-- -1 O.C. STAGGERED
�\\ STAKES AT 6. THE CONTRACTOR IS RESPONSIBLE FOR LOCATING AND AVOIDING ALL UNDERGROUND UTILITIES MULCH AFTER SEEDING WITH 1.5 TONS OF GRAIN STRAW PER ACRE AND EITHER CRIMP STRAW INTO SOIL
OVER THE ENTIRE NEW STREAM o WHETHER SHOWN ON THE SITE PLAN OR NOT. THOSE SHOWN ARE BASED ON THE SURVEY OR TACK WITH LIQUID ASPHALT AT 400 GALLONS PER ACRE OR EMULSIFIED ASPHALT AT 300 GALLONS
\\ \ \ \ \ \ U, \ \ BANK PROVIDED AND MAY NOT BE ALL INCLUSIVE. CONTACT UTILITY LOCATION SERVICE OR OTHER PER ACRE.
A��%cam o APPROPRIATE UTILITY LOCATION SERVICE FOR UTILITY IDENTIFICATION PRIOR TO ANY WORK.
CONTRACTOR TO PROTECT ALL UTILITIES TO REMAIN -TYPICAL. CONTACT ALL UTILITY SELECT SEEDING MIXTURE AND BEST PLANTING DATES FROM PERMANENT SEEDING TABLE BELOW.
\-24:'C (DILAPIDATED)
(°DAPI°ATE°) COMPANIES TO INSURE THE UTILITIES ARE SHUT DOWN PRIOR TO THE START OF ANY
�9INY. OUT: 864.98' ♦ /
v v \ VA A� �� \\ 4"CMP (DILAPIDA'T♦) w �� 9vvFOM 1 1 ,c,- FFG E 3 DEMOLITION AND/OR SITE WORK.
v A \ \ \ \ OUT: 863.69, \ ��� \ I FT S0,
\ \ ♦ \ I \ 9TF� \ 7. PATCH/REPAIR STREETS, STRUCTURES, ETC. AS NECESSARY AFTER CONNECTION OF PROPOSED
v \ \ \ A V� _ ------------ �♦ Geo `v I �N� w UTILITIES.
\�� 8. SEE GRADING PLAN FOR PROPOSED GRADES AND EROSION CONTROL.
__\__�---- -� \ \\ \ \ \\ vy , , ♦ '/ �� v I a V 9. USE CITY OF GREENSBORO STANDARD CONSTRUCTION DETAILS FOR ALL SITE WORK ITEMS.
\ `w Vv \\\\\ \ \ \\ ��♦ \vv �� `v I ���V 10. ALL CONSTRUCTION TO MEET CITY OF GREENSBORO AND NCDENR STANDARDS.
\ \ 1 \ \\�\ \ \�\ �\ ♦ \�' \\ /I cFT 2 ➢ \ 11. ALL NEW TREES SHALL BE PLANTED SUCH THAT THE PROJECTED MATURE CANOPY WILL NOT
`� \ \ \\ v v v v♦ ��v _ �♦ �o I �� �• PUMP AROUND BE WITHIN 10' OF THE EXISTING SEWER LINE.
\ \ \\\ \ \��\�♦ ,_V -- -�♦�io v\� I \ TO SEDIMENT \
- - -- �� v v v T, ♦ \\ SACK \
�x\ \\ \ x
�♦S\ / \ \
0/0 ♦��\ `v \
ROCK CHECK�DAM \\ \ \\ o° \ ♦SS \ ^o \ __ - -- ---
\
vRC'EL NO.: 0062847 w I �. \ \ \\ VA \\V ♦ s `� \ \ v v
,E HOMES OF CAROLINA, INC.�♦ �� v \
DISTURBED AREA 0.23 AC \
DB 3293 PG 73 \ G O/\� \ \ \ \\ \ \\\ ♦ \
CPB 3 PG 62 v nq A
PLANTS & MIXTURES
RATES/ACRE
PLANTING DATES
TALL FESCUE
100-150 LBS.
1. AUG. 15 -OCT. 15
1
3.0
2. FEB. 15 - MAY 1
BLEND OF TWO TURF -TYPE TALL FESCUES
.10
2.0
(90%) AND TWO OR MORE IMPROVED
ELEVATION: 888.70'
CT. 15
KENTUCKY BLUEGRASS VARIETIES (10%)
200-250 LBS.
2. FEB. 15-0 MAY 1
HIGH MAINTENANCE
n 8" mw
IAI C. oQc 7A
TALL FESCUE
SOILS
1. AUG. 15 -OCT. 15
WATERWAYS AND LAWNS (HIGH MAINT.)
200-250 LBS.
2. FEB. 15 - MAY 1
TALL FESCUE &
100 LBS. &
1. FEB. 15 -MAY 1
KOBE OR KOREAN LESPEDEZA
20-25 LBS.
2. AUG. 15 -OCT. 15
TALL FESCUE &
60 LBS.
1 - FEB. 1
SERICEA LESPEDEZA
60 LBS./ACRE
UNSCARIFIED)
((UN
TALL FESCUE &
60 LBS. &
JULY AND AUGUST
GERMAN MILLET OR SUDANGRASS
30 LBS.
w
w
TALL FESCUE &
70 LBS. &
NOV. 1 - JAN. 30
RYEGRAIN
25 LBS.
COMMON BERMUDA GRASS
8 LBS. (HULLED)
1. APR. 15 - JUNE 30
O
15-20 LBS. (UNHULLED)
2. FEB. 1- MAR. 30
\ G\� \\ \ \ \\ CURB INLET \
\����\ m �� \� ` / I ` \ TOP: 874.66' 1. FOR SPRING SEEDINGS, USE SCARIFIED LESPEDEZASEED. FOR LATE FALL AND WINTER SEEDINGS, USE
OJ T �s / UNSCARIFIED SEED.
Af v ` INV. IN(NE): 868.18'
RIP \ ♦ \ / / /INV. OUT(NW): 868.26' \ 2. ANNUALS SUCH AS MILLET, SUDANGRASS AND RYEGRAIN MUST BE KEPT AT 10-12" MAXIMUM HEIGHT
_
P R \ 'S
REMOVE ACCUMULATED SEDIMENT v v \ \ \\ v ♦ / / I �� s°� v
PLUME/BENCH STREAM IN THIS AREA \\ \ \� v �s� / /��/ - s°�
LSM AND PROPERLY DISPO,$E OF OFF v ��♦ ��v� s°� v
CONSTRUCTION SEQUENCE
_ _ 1. FLAG CONSTRUCTION LIMITS.
\� v SIT j v �� �S- 50N5��� \ 2. CLEAR AND GRUB ONLY AREAS NECESSARY
��
j FL ED END SEGTIQN� i ® \ � \ FOR INSTALLATION OF CHECK DAMS AND PUMP
O\ F��� v� V.\IN� ,86�.80'� v �0���,, ss j��\v� #0 FOR
\
�0 I v �� s° Hca"/� \ \ i saA AROUNDS.
3. INSTALL CHECK DAMS AND PUMP AROUNDS.
v A \ v� 4. BEGIN CONSTRUCTION.
0
\ a I \ y S � 5. STABILIZE ALL REMAINING DENUDED AREAS
�Pti��� - �s v_v� /F��F\ WITH SEED UPON FINAL INSTALLATION
CHANNEL \ i ° ACCORDING TO SEEDING SPECIFICATIONS.
DEPTH
_ � � � � A , A. / v ��-� '/ SS `� �. �T �O• A 6. FINALIZE CONSTRUCTION.
- -��\F 0 7. PROVIDE PERMANENT VEGETATION ACCORDING
2 TO SEEDING SPECIFICATIONS.
1 A� 8. INSPECT AND MAINTAIN ALL EROSION CONTROL
E A E \ SW y. MEASURES AND DEVICES AFTER EACH RAIN
�1 C 1 v v Z v v�� \ �F�ASo. N AND FOR THE DURATION OF THE
CLASS II RIP -RAP, 36" THICK _ .\ \r cu B INLET \ j / \ y \ �� y W �� \ \ CONSTRUCTION.
9. PROVIDE GROUND COVER ON EXPOSED SLOPES
INV. IN(NE)869.82'
- - TOP 874.96' / \ \io \\ \\` w y 9. \ \ WITHIN 14 CALENDAR DAYS FOLLOWING
:I � ��� \ \ \ "" , ,� �
INV. IN(SE): 869.06'JV_ OUT(NW): 868.55' \ COMPLETION OF ANY PHASE OF GRADING.
\ \ \ 1
\ \\\\\\ \ \ \ \ � \ \ PROVIDE
AREAS WITHW
OTUIPERMANENT ROUN WORKING DAYS OR
COVER FOR ALL
B \ \ \ \ \ W D
DISTURBED AREA 023 A6
\ ON V\ w�� I 15 CALENDAR DAYS FOLLOWING COMPLETION
FLARED END SEi\ \ \ OF CONSTRUCTION.
CHANNEL SLOPE = F) v� \ INV. IN: ,H9.83'�\\ \ \A \
11
D, A ss V
\\� \t��,V \\o\ v w
ROCK CHECK DTI\\\ \ ? \ \ \ w w Wl
CHANNEL NUMBER
A
B
(FT)
C
(FT)
D
(FT/FT)
E
1
3.0
8.0
1.5
.10
2.0
RO
I vv
\S\z0
A \ l 0\�\\
00I
\ v� �ISvTYPICAL DITCH SECTIONS
NOT TO SCALE\ V ���• �� � I A � �I �I �I � \, I ��so`- yv�ILL \ �. "" � y ��'�
MHS
i �II III I RIM: 877.10
CONSTRUCTION SPECIFICATIONS / ! VA\ INV. IN SE: 869.49
1. PLACE STONES TO THE LINES AND DIMENSIONS SHOWN IN THE PLAN ON A FILTER FABRIC FOUNDATION. �\ \\\ I INV. IN E: 870.39 \ \ W w 0�
INV OUT NW 86747,
V '�
EROSION CONTROL LEGEND
LIMIT OF DISTURBANCE m � � � � � � o
BLOCK & GRAVEL INLET PROTECTION
2. KEEP THE CENTER STONE SECTION AT LEAST 9 INCHES BELOW NATURAL GROUND LEVEL WHERE THE DAM ABUTS THE CHANNEL BANKS.y��. FILL IN OLD CREEK BED. COMPACT
3. EXTEND STONE AT LEAST 1.5 ft. BEYOND THE DITCH BANKS TO KEEP OVERFLOW WATER FROM UNDERCUTTING THE DAM AS IT RE-ENTERS THE CHANNEL. \ - aC.\\\ °� \ \S'. \ �\ w �'` FILL MATERIAL TO 85% STANDARD
f 4. SET SPACING BETWEEN DAMS TO ASSURE THAT THE ELEVATION AT THE TOP OF THE LOWER DAM IS THE SAME AS THE TOE ELEVATION OF THE UPPER DAM. \ \\ ,d�`�\ \\\\ I\\ S �y \w W W PROCTOR. PLANT 1 (BLACK WILLOW
DO r7 5. PROTECT THE CHANNEL DOWNSTREAM FROM THE LOWEST CHECK DAM, CONSIDERING THAT WATER WILL FLOW OVER AND AROUND THE DAM. r � TREE (2" CALIPER) N OLD STREAM
. MAKE
THE
REACH ABOVE TI -IE
UPSTREAM DAM IS
RE
HANNEL
ST
0% GRADE
7. ENSUREUTHATHCHA NELCAPPURTENANCES, SUCH AS CUOLVERT ENTRANCES BELOWA- CHECK DAMS, ARE NOT SUBJECT TO DAMAGE OR BLOCKAGE FROM DISPLACED STONES. \ \ \ \ / \\ \ \ \\S`S \`� \ .w BED (OUTSIDE EASEMENT)
-
-I MAINTENANCE: \ S \ CPB 5 f
-III-INSPECT CHECK DAMS AND CHANNELS FOR DAMAGE AFTER EACH RUNOFF EVENT.
_ DISTURBED AREA 0.23 AC I
III-_ I- ANTICIPATE SUBMERGENCE AND DEPOSITION ABOVE THE CHECK DAM AND EROSION FROM HIGH FLOWS AROUND THE EDGES OF THE DAM. CORRECT ALL DAMAGE IMMEDIATELY. \ \ \ \ \ \ �� _ I 1 \ ���y�� �� \
SYNTHETIC FILTER I -III - -III- IF SIGNIFICANT EROSION OCCURS BETWEEN DAMS, INSTALL A PROTECTIVE RIP -RAP LINER IN THAT POSITION OF THE CHANNEL. \ \ \ \ \ \11
FABRIC (AS PER NC OT i - REMOVE SEDIMENT ACCUMULATED BEHIND THE DAMS AS NEEDED TO PREVENT DAMAGE TO CHANNEL VEGETATION, ALLOW THE CHANNEL TO DRAIN THROUGH THE STONE CHECK ,\ \
DAM, AND PREVENT LARGE FLOWS FROM CARRYING SEDIMENT OVER THE DAM. ADD STONE TO DAMS AS NEEDED TO MAINTAIN DESIGN HEIGHT AND CROSS SECTION. \ \ \ \\ S \ \� I 1 \ INV. O S',p �� `� CHANNEL 1 I
_ / I INV. OUT: 874. T
\ \ \ \ \ \ \ \ \j \ i \ \�O eq T � � ROCK CHECK DAM \
SPEC. //1056 TYPE=2) -(III1=1 \ \ � \ 1
CLASS II �\ \
EX. GROUND RIP -RAP dog- •.� �""`S
_�D �_ RIM: 881.23 \
q INV. )N E: 875.23
INV. IN: 874.501 5' I \
v v 1 v y \ \ vvINV. our NW: 872.93
MIN. \ \ \ \ �\ \ \ \ \ \ \.\ \ \\ \ `_ \ � �. r I \ ` \FLARED END SECTION \
O MIN. `� IN". I : 883.2 ' \
FILTER
UN N TOvSEDIMEPtTvS'AGK_
CPC FABRIC -
(AMOCO 2000 OR
EQUIVALENT)AV / - g� \.
FLOW NOTE: v v V \ \ \ - 878 - SS SSS- SSS -SSS SS ��=SS-9S\ SS
DO 3D0 W v v v v - -- _
_
STONE CHECK DAM - / 7 / RIM: 89.23
STONE SHOULD BE PLACED OVER \ \ \� \ \ \ \ \\\ \ POCK -CHECK - - - = - 2 �Q1 �� - .I
THE CHANNEL BANKS TO KEEP \ 11 \+f� lJll-G f� �iJ- U I INV. OUT: 80 27
WATER FROM CUTTING AROUND � \ � � \ � _ \ &�\ - � � _ - - - _ _ - _ - �- _ - \ o �i , /
THE DAM. \ \ - \ \ �\ o C 24 »RCP
_ _ \ _ D
1.5' MIN. WIDTH \\ \ - \ L - N:
AT CREST COVER FACE WITH \ - - - - - \ ° _ - - E'.
12" WASHED STONE I - - \ \ i S 0� \ - !^� i - _ _ ��-. 1
CLASS 1 OR B EROSION -� _ -1-- -�` 15"RC > 0 CO "
CONTROL STONE _�-,**,\-6'
\ \ SLA - ----
FILTER ?.7 � 6' CHAIN LINK FENCE ---BRAMBLEGATE ROAD i /
NOTES: FABRIC 24" MAX. \ \ . ✓ CURB INLET o / IRON PIPE FOUND
PLACE RIP -RAP AROUND PIPE AS DIRECTED AT CENTER \C GRID NAD�83(2011)
TOP 888 Al'' \
BY THE ENGINEER.
OUTLET Do 3Do
NUMBER (IN) (FT)
La
(FT)
W
(FT)
1 36 9
29
11
ROCK CHECK DAM
NTS
NOTE:
COORDINATE ALL CONSTRUCTION TRAFFIC AND
STAGING AREAS WITH OWNER.
GRAPHIC SCALE
20 0 10 20 40
1 inch = 20 ft.
I
U U
� � Sby�GGETT RD
o
INV. IN(W): 885.24'
_- v �_
3/4 _: OUi" L FOUND
. - - NC GRID NAD 83(2011)
NORTHING:/841,360.06'
RESIDENTIAL
\ INV. IN(S): 880.74'
\
MHS
NORTHING: 841,363.65'
EASTING:/ 1,729,596.76'
INV. OUT N 7756"
\ ( �\�.
SECTION A
DIRIM:
8" P
SS--iIINV.
893.14 FASTING: 1,729,570.31'
ELEVATION: 888.70'
-A \ \
�-SS
DIP
IN E: 884.68 ELEVATION: 888.84'
UPPER RANDLEMAN
..
n 8" mw
IAI C. oQc 7A
/
ROCK CHECK DAM
NTS
NOTE:
COORDINATE ALL CONSTRUCTION TRAFFIC AND
STAGING AREAS WITH OWNER.
GRAPHIC SCALE
20 0 10 20 40
1 inch = 20 ft.
I
U U
� � Sby�GGETT RD
o
l--
0-)QLCnD
RM -12
w�
RESIDENTIAL
Q
RESIDENTIAL
TAX MAP NUMBER
-
PLAT REFERENCE
SITE
fl�
wy'
DAY RD
BRAMBLEGATE DR4 11?
C�
N/GH�q
SR X32
HICKORY
GROVE RD
VICINITY MAP
SITE INFORMATION
c�1
SAPP RD I�
P�
ooJ��
S�
z
EX. ZONING
RM -12
PROP. ZONING
RM -12
CURRENT LANDUSE
RESIDENTIAL
PROP. LANDUSE
RESIDENTIAL
TAX MAP NUMBER
-
PLAT REFERENCE
-
DEED REFERENCE
3293-73
TOTAL AREA
68.59
WATERSHED
UPPER RANDLEMAN
AVERAGE SLOPE
6.25%
DISTANCE TO
NEAREST FEMA
FLOOD PLAIN
1320
SOILS
Ch, EnC, EnD, IrB, MhB2, Wh
WATERSHED INFORMATION
ACREAGE PERCENTAGE
DISTURBED 0.23 0.34%
UNDISTURBED - -
EX. BUA - -
PROP. BUA - -
TOTAL BUA - -
EX. PERVIOUS - -
PROP. PERVIOUS - -
TOTAL PERVIOUS - -
TOTAL
SPACES
N/A
PARKING INFORMATION
UTILITY INFORMATION
SIZE TYPE LOCATION
SANITARY SEWER 8" VCP ON SITE
WATER 8" DIP ON SITE
STORM SEWER 1 42" RCP ON SITE
ELECTRIC I ON SITE
OWNER INFORMATION
OWNER/DEVELOPER:
CHARLESTOWNE SQUARE HOA
C/O PRIESTLEY MANAGEMENT COMPANY
ATTN: DEBORAH PENNELL
1842 BANKING STREET
GREENSBORO, NC 27408
LEGEND
Q IRON PIPE FOUND (SIZE AS NOTED)
FINISHED FLOOR ELEVATION
FIRE HYDRANT
© CABLE PEDESTAL ADJOINING PROPERTY LINE -
FOM FIBER OPTIC MARKER RIGHT-OF-WAY LINE
-� SIGN EASEMENT LINE--------
LIGHT POLE MAJOR CONTOUR -100-
CURB INLET MINOR CONTOUR- - - - - 101- - - - -
DD FLARED END SECTION CHAIN LINK FENCE
STORM DRAIN-SDSDSDSDSD-
EVERGREEN TREE (SIZE AND TYPE AS NOTED)
CURB &GUTTER
HARDWOOD TREE EXISTING BUILDING\\\\\\\\\\\\\\\\\\\\\\'
`LL22ss'' SANITARY SEWER Ss sSSs sS
1234 ADDRESS
LANDSCAPE SURFACE
RIP RAP
N/F NOW OR FORMERLY
DB DEED BOOK
PB PLAT BOOK
PG PAGE
R/W RIGHT-OF-WAY
E/P EDGE OF PAVEMENT
FFE FINISHED FLOOR ELEVATION
CMP CORRUGATED METAL PIPE
CPP CORRUGATED POLYETHYLENE PIPE
DIP DUCTILE IRON PIPE
PVC POLYVINYL CHLORIDE PIPE
RCP REINFORCED CONCRETE PIPE
VCP VITRIFIED CLAY PIPE
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BEFORE YOU DIG!
CONTACT ONE -CALL CENTER
1-800-632-4949
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I # I DATE I ISSUED FOR I
1 X/XX/X XXXX
PROJECT NO. E-1299
DATE: 7/25/16
SCALE: 1"=20'
DWG. BY: MW
CHK. BY: VWS
2 0F 2
GRADING
PLAN