20121055 Ver 3_EC_2017-12-15_EB5539_PHASE 3A BID ONLY_20200130

c
0
0
i
v
W
Ln
Ln
0
c
v
c
0
.U)
0
w
4-
c
0
0
c
0
Ln
Ln
m
Ln
0
Ln
N
0
0
0
0
J
Q
oc
0
N
N
O
1.27 AC
PROJECT EB=55 9, B �
-LI-,ST?­10+08.
—••—••—••—••— PROJECT DENUDED AREA
IMPERVIOUS AND PERVIOUS SURFACE!
SOUTH TAR RIVER GREENWAY, PHASE
DISTURBED AREAS
PROPOSED IMPERVIOUS SURFACE = 2.18 AC
PROPOSED PERVIOUS SURFACE = 5.97 AC
0.95 AC \\`
Lim
3A-(=C`I /Sta. 64�+6 O -L4- 1$ +1i5 33)
ARE NOT APPLIOABLE TQ�HTS PROJEC[.
PHASE
�FUTI
PHA!
REIM,
ed) = 8.15 acres
3B PHASE 3A
tE
(FIITUR\E
CD
PHASE 3
O
O
O
3A
5.84 AC
EC-12
O
ENID PROT
-L4- STA 1
+,t6.33
O
C) I
ID I
NARRATIVE
Project Description O
The South Tor River Greenway, Phase 3 is a part of a multi -use trail system for O O
bicycle and pedestrian use. It is being constructed by the City of Greenville to connect
and access numerous recreational, cultural, and residential destinations in O Greenville. Approximately 8.15 acres will be disturbed during the construction O O
of this project. Also, approximately 5.97 acres will be vegetatively stabilized with
grass and permanent plantings. O
South Tar River Greenway, Phase 3 is located in Pitt County, Greenville, NC. The
project site begins on Wye Boulevard. The trail then goes along the sanitary
sewer easement and under Memorial Drive and along Colonial Avenue before 0
going under the CSX railroad.
f
Site Description
The site is generally rolling and contains a couple drainage ways that are bordered by
O
moderate slopes. Land use along the project is undeveloped as well as fully developed.
Drainage from the project site sheet flows or makes its way through a series of O O
existing ditches and storm drain systems and eventually flows into the Tar River thus i (�
no new drainage patterns will be introduced. Pre -construction runoff equals ` \
Post -construction runoff for all existing system outlets that are to be retained.
South Tar River is protected by the Tor -Pamlico Riparian Buffer and contains a
50-foot Riparian Buffer protection area. The fill slopes and drainage ditches
around the project appear to be stable and do not show signs of significant O
erosion soils. l
Soils /
The soil types throughout the project limits are mostly sandy looms I
(W cC, W aB, LnA, OcB, & Bb).
PREPARED IN THE OFFICE OFo PROJECT
,,,�o��N•CgR�PROJECT-.
9ti9�': - 300 SOUTH TAR RIVER GREENWAY,
SEAL r
REV. No.: REVISION: DATE: DRAWN BY: CHECKED BY: DENUDED AREAS ; 024436 _ PHASE 3 (E B - 5 5 3 9 )
This document, together with the concepts and designs presented herein, as on instrument of service, is im e orni✓•:
intended only for the specific purpose and client for which it was prepared. Reuse of and improper �F�,'•FiyG �`�;:• ���
reliance on this document without written authorization and adoption b Kimle Horn and Associates, Inc. _ _ p �i •• �NE. •• ����
Cshall opyright ghttKioueyliHorn a do Associates, I c., 20As�ociates, Inc. p y y PHONE. (9 19) 67O 2000E C FAX. (NORTH)C6 7 2050NA 276E Noe FO 08 �����„ ;"; JOB NUMBER: 012654005 SHEET NUMBER; EC- IA

C
Oi
O
I
v
W
rn
Ln
Ln
0
c
v
c
0
.o
i
W
Co
c
0
01
Ln
Ln
I
CQ
W
Ln
0
Ln
N
O
0
0
0
J
Q
oc
I
r\
a
N
N
�~
W Z
W
wW W
co
co
ow
Z
W
m 2
W
Q
W
W
c�
Q I
Z
Q
Of
0
0
N
CONSTRUCTION ACCESS 1
VIA MOYE BLVD.
CONTRACTOR TO USE CARE WHEN USING THE DRIVEWAY FOR ACCESS.
CONTRACTOR TO PROVIDE PRELIMINARY VIDEO AND VISUAL INSPECTION
OF THE DRIVEWAY TO DOCUMENT EXISTING CONDITIONS PRIOR TO
CONSTRUCTION IN ORDER TO ENSURE THAT IT IS LEFT IN PRE -CONSTRUCTION
CONDITON. SUPPLY VIDEO AND VISUAL INSPECTION RESULTS TO THE CITY
FOR THEIR RECORDS. ANY WPERFECTIONS CAUSED BY THE CONTRACTOR
WILL BE REPAIRED AT THE CONTRACTOR'S EXPENSE (PAVEDENT,CURB,
SIDEWALK, GRASS). ANY EXTRA WORK CAUSED BY ACCESSING THE SITE
(VIDEO AND INSPECTING EXISTING CONDITIONS,REPAIRING DAMAGE)
IS INCIDENTAL TO THE PROJECT.
NPDES GENERAL STORMWATER PERMIT
SOIL STABILIZATION TIMEFRAMES
SITE DESCRIPTION STABILIZATION TIME TIMEFRAME EXCEPTIONS
PERIMETER DIKES, SWALES, DITCHES AND SLOPES 7 DAYS
HIGH QUALITY WATER (HOW) ZONES 7 DAYS
SLOPES STEEPER THAN 3:1 7 DAYS
SLOPES 3:1 OR FLATTER 14 DAYS
ALL OTHER AREAS WITH SLOPES FLATTER THAN 4:1 14 DAYS
NONE
NONE
IF SLOPES ARE 10' OR LESS IN LENGTH AND ARE
NOT STEEPER THAN 2:1, 14 DAYS ARE ALLOWED.
7 DAYS FOR SLOPES GREATER THAN 50'IN
LENGTH.
NONE, EXCEPT FOR PERIMETERS AND HOW ZONES
REV. No.e REVISION: DATE° DRAWN BY: CHECKED BYe
This document, together with the concepts and designs presented herein, as an instrument of service, is
intended only for the specific purpose and client for which it was prepared. Reuse of and improper
reliance on this document without written authorization and adoption by Kimley-Horn and Associates, Inc,
shall be without liability to Kimley-Horn and Associates, Inc,
Copyright Kimley-Horn and Associates, Inc., 20 17
ENTRANCE
N>
o-
d
D
D
E — —
TOE PROTECTION
EST 114 SY PSRD
SEE DETAIL
3/CD-
Ix
�-77.�
S. \
\\
DD
N/F
401 MOYE BOULEVARD \ \ \ \ \ \ \ \ \ \\
REALTY DST
DB 3175, PG 242 V A A \ \ \ \ \ \ VA \ \\ \
MB 75, PG 43 \ \ \ \ \\ \
NCPARCEL PIN 4678-053- 310
\ \\
2a� \/ \\_ \
o1\
INSTALL EROSION CONTROL MATTING
-LI- STA I2+25 TO 12+75 (LT) V A \ w \ \
-Ll- STA 12+25 TO 13+25 (RT)
SEE SHEET EC-17
=f'_i-
N/F
UNIVERSITY MEDICAL
PARK NORTH, LLC
DB 2352, PG 189
MB 75, PG 43
PARCEL 80964
INC PIN 4678-52-5570
TREE PROTECTION NOTES
INSTALL SILT FENCE
2' FROM CON5TR11(-T1nA1
\ \ L14/TS (TYP)
I
� I
I
I
V
I�
II F
A
PARCEL 38251
INC PIN 4678-52-7954
\ \ \\ \\ \ \ \ LIMITS OF \DISTURBANCE (TYP)
�\
NOTE: CONTRACTOR SHALL PROVIDE SOIL STABILIZATION
ON ALL SLOPES WITHIN 7 DAYS OR AS REQUIRED BY NPDES
GENERAL STORMWATER PERMIT. SOME SLOPES ON THIS
PROJECT ARE STEEPER THAN 3:1. REFER TO CROSS
SECTIONS AND MATTING SUMMARY SHEET FOR SLOPES.
TREE
PRESERVATION CONSTRUCTION SPECIFICATIONS:
GENERAL NOTE
I.
BEFORE BEGINNING WORK,THE CONTRACTOR IS REQUIRED TO MEET WITH THE CITY OR AUTHORIZED AGENT AT THE SITE TO REVIEW ALL
WORK PROCEDURES, ACCESS ROUTES, STORAGE AREAS, AND TREE PROTECTION MEASURES.
2.
TEMPORARY FENCES SHOULD BE ERECTED TO PROTECT TREES TO BE PRESERVED. FENCES DEFINE A SPECIFIC PROTECTION ZONE FOR
EACH TREE OR GROUP OF TREES. FENCES ARE TO RETAIN UNTIL ALL SITE WORK HAS BEEN COMPLETED. FENCES MAY NOT BE RELOCATED OR
CONTRACTOR TO ENSURE THAT ALL ROADWAYS AND CURB LINES ADJACENT
TO THIS PROJECT ARE FREE OF DEBRIS,DIRT,AND EQUIPMENT DURING THE
3.
RE40VED WITHOUT THE WRITTEN PERT/SSION OF THE CITY OR AUTHORIZED AGENT.
CONSTRUCTION TRAILERS AND TRAFFIC AND STORAGE AREAS MUST REMAIN OUTSIDE THE TREE PROTECTION ZONE AT ALL T14ES.
PROJECT DURATION UNLESS DIRECTED BY CITY ENGINEER. ANY DA4AGE TO
EXISTING CURB AND GUTTER AT OR NEAER CONSTRUCTION ENTRANCES MUST
4.
ALL UNDERGROUND UTILITIES AND DRAIN LINES SHALL BE ROUTED OUTSIDE OF THE TREE PROTECTION ZONE. IF LINES MUST TRAVERSE
BE REPAIRED AT THE CONTRACTORS EXPENSE.
5.
6.
THE PROTECTION AREA,THEY SHALL BE TUNNELED OR BORED UNDER THE TREE.
NO 4ATERIALS,EQUIP4ENT,SPOIL OR WASTE OR WASHOUT WATER 4AY BE DEPOSITED, STORED, OR PARKED WITHIN THE TREE PROTECTION ZONE.
COORDINATE WITH CITY PRIOR TO PERFOR41NG ADDITIONAL TREE PRUNING REQUIRED FOR CLEARANCE DURING CONSTRUCTION MUST BE PERFORMED
BY A QUALIFIED ARBORIST AND NOT BY CONSTRUCTION PERSONNEL.
7.
ANY HERBICIDES PLACED UNDER PAVING 4ATERIALS MUST BE SAFE FOR USE AROUND TREES AND LABELED FOR THAT USE. ANY PESTICIDES
USED ON SITE MUST BE TREE -SAFE AND NOT EASILY TRANSPORTED BY WATER.
THESE EROSION AND SEDIMENT CONTROL PLANS COMPLY
8.
IF INJURY SHOULD OCCUR TO ANY TREE DURING CONSTRUCTION.IT SHOULD BE EVALUATED AS SOON AS POSSIBLE BY THE CITY OR AUTHORIZED AGENT
WITH THE REGULATIONS SET FORTH BY THE
SO THAT APPROPRIATE TREAT4ENTS CAN BE APPLIED.
NCG-010000 GENERAL CONSTRUCTION PERMIT EFFECTIVE AUGUST 3, 2011
9.
ANY GRADING,CONSTRUCTION,DEDOLITION OR OTHER WORK THAT IS EXPECTED TO ENCOUNTER TREE ROOTS MUST BE MONITORED BY THE
ISSUED BY THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND
NATURAL RESOURCES DIVISION OF WATER QUALITY.
/0.
CONSULTING ARBORIST.
ANY ROOTS DAMAGED DURING GRADING OR CONSTRUCTION SHALL BE EXPOSED TO SOUND TISSUE AND CUT CLEANLY WITH A SAW.
ll.
IF TEMPORARY HAUL OR ACCESS ROADS OUST PASS OVER THE ROOT AREA OF TREES TO BE RETAINED,A ROAD BED OF 6 INCHES OF 4ULCH OR
GRAVEL SHALL BE CREATED TO PROTECT THE SOIL. THE ROAD BED 4ATERIAL SHALL BE REPLENISHED AS NECESSARY TO 4 INTAIN A 6-INCH DEPTH.
PREPARED IN THE OFFICE OFo
PROJECT-.
■
FOR INFORMATION20
m e orn EROSION I N CONTROL PLAN CO 0 ONL
Y
F.O. BOX 33068 - RALEIGH, NORTH CAROLINA 27636-3068 F
OB NUMBER:
PHONE. [phone] FAX- (9 19) 677-2050 PE NO. F-O 102
LEGEND
(APPLIES TO ALL SHEETS)
L140S OF DISTURBANCE
(LABELED ON PLANS)
CONSTRUCTION LIDIT C F
TEMPORARY SILT FENCE
(SEE DETAIL SHEETS)
TREE PROTECTION FENCE TPF
(SEE DETAIL SHEETS)
TEMPORARY CONSTRUCTION
ENTRANCE (SEE MODIFIED NCDOT
STD 1607.0/ IN DETAIL SHEETS)
TEMPORARY ROCK SILT CHECK DAY,
TYPE A (SEE NCDOT STD 1633.01
IN DETAIL SHEETS)
SPECIAL STILLING BASIN (SEE NCDOT
STD 1630.06 IN DETAIL SHEETS)
(SEE LDETAIL SHEETS)
STORM DRAIN INLET PROTECTION
(SEE DETAIL SHEETS)
SPECIAL SEDIMENT CONTROL FENCE/
SILT FENCE OUTLET
(SEE DETAIL SHEETS)
EXISTING CONTOUR
PROPOSED CONTOUR 45
SOUTH TAR RIVER GREENWAY,
PHASE 3
0 12654005
(EB-5539)
SHEET NUMBER:
EC- I

o,
O
I
v
W
I
Ln
Ln
/
0
c
v
c
0
.o
w
4-
C
C
_O
Cl-
/
Cl-
Ln
Ln
I
CQ
W
I
Ln
O
O
Ln
O
N
O
0
0
0
I
J
Q
oc
a
N
N
JER
ENT
3 3 3 3
E------------
3 3 3
3
NOTE: CONTRACTOR SHALL PROVIDE SOIL STABILIZATION
ON ALL SLOPES WITHIN 7 DAYS OR AS REQUIRED BY NPDES
GENERAL STORMWATER PERMIT. SOME SLOPES ON THIS
PROJECT ARE STEEPER THAN 3:1. REFER TO CROSS
SECTIONS AND MATTING SUMMARY SHEET FOR SLOPES.
E�\ E--
10' ELEC R--
01
//
o / S33°04'00"E 381.29' 3
LIMITS OF DISTURBANCE (TYP) ORS�ME
PHASE 3B
FUTURE CONSTRUCTION
I 3 _ EXISTING 30' SANITARY
— — _ SEWER EASEMENT
X _
�X\ X X—
_ _ — — -
--
/��� +o — = 3 - — — — — _ — — — C
�3� — — — — - --- — -- — — _— — — —
— - --- O —EXISTING-EXISTING� L��CA
- " GREE-NWA� _
- - - -- - 30
— EASEMENT — _— — — BERM-�qNT
� O
SEME
_� — — N
��5,-PGA — — -X�——
/ — —
' 35
- _ - - --30
- . -
/ — — — — — i / 3 3 6 INK F€APC-� 3
— — _ — — — — ..i
/./ N/F / 30'SEMENAGE N/F
rr�.�/IF / / / / / / / 'a — 1 _ — — UNIVERSITY MEDICAL PARK _ — — EA J
401 MOYEB UIfEV�d j / / /�^ %��� ��` — — — —6, CHAIN LINK FENCE NORTH OWNERS ASSOCIATION, INC _ _ — —
T 401 MOYE BOULEVARD
R TY DST
/ R� , i i,CI DB 3176, PG 629 — — — IPE DB 764, PG 32 REALTY DST
42
bB 175, PG 42/ / / / p� / / / //i i / MB 75, PG 43 _ — pCATION OF p (Ma 4 , PG 194) DB B 75, G 3
B 75, PG 3 PARCEL 80965 -- AppROXIMP' L 3 MB PARCEL 8 6
/ PgRC L 8063 NC PIN 467$-64-2198 RE EXl$T DI 3— NCPIN4678 5366310 J
I�C PIN7>53631SY .
00 / / / / / / / �ne—o�lC'p /,' / / / _ S31°32'16"W 58.00�_� �3 500 Y� 70"ls„ f6,`II Q
INSTALL EROSION CONTROL MATTING '
p -LI- STA 15+70 TO 16+10 (RT)
/� / SEE SHEET EC-1701
/ / / / / / / \ i ���'//i /�i / ✓ / TRAPR PO DRAIN
DI
PROPOSED DI
� NCDOT STD 84OJ6 N/F .
"(.-UNVFRT EXISTING DI -rA + 7 - - ' RT GREENVILLE HOUSING
S . l5 8 Ll 23.0
TO JB VY/ MH COVER _ TOP = 277 AUTHORITY
NCDOT STD 840.54 DB H-37, PG 629
lNV OUT = 25.4'
ST A. l5 +90 -Ll - lam' RT DB 1-37, PG 1
TOP = 30.3' / 4 LF - 15" RCP-lV NC PIN 4678 52-7954
i / z / / / �INV IN (E)=/25.3' S = 2.57
INV 0q FIELD VERIFY
INSTALL SILT FENCE
n, nnnl/ nnAie-rniinrin Ai
REV. No.e I REVISION: DATE° DRAWN BY: I CHECKED BY:
This document, together with the concepts and designs presented herein, as on instrument of service, is
intended only for the specific purpose and client for which it was prepared. Reuse of and improper
reliance on this document without written authorization and adoption by Kimley-Horn and Associates, Inc.
shall be without liability to Kimley-Horn and Associates, Inc.
Copyright Kimley-Horn and Associates, Inc„ 2017
PREPARED IN THE OFFICE OFo
■
im e orn
P.O. BOX 33068 - RALEIGH, NORTH CAROLINA 27636-3068
PHONE. [phone] FAX. [phone] PE NO. F-0102
FOR INFORMATION
EROSION CONTROL PLAN ONLY
w
PROJECT-.
JOB NUMBER:
SOUTH TAR RIVER GREENWAY,
PHASE 3
012654005
(EB-5539)
SHEET NUMBER:
EC-2

C
N6
O
I
v
W
I
rn
Ln
Ln
a�
0
L
C
0
v
C
0
.U)
0
i
W
4-
C
O
Cl-
0
Cl-
Ln
Ln
I
CQ
I
Ln
O
Ln
O
N
O
0
0
0
I
J
Q
oc
O
N
N
NOTE: CONTRACTOR SHALL PROVIDE SOIL STABILIZATION
ON ALL SLOPES WITHIN 7 DAYS OR AS REQUIRED BY NPDES
GENERAL STORMWATER PERMIT. SOME SLOPES ON THIS
PROJECT ARE STEEPER THAN 3:1. REFER TO CROSS
SECTIONS AND MATTING SUMMARY SHEET FOR SLOPES.
/ 401 MOPE BOULEVARD
/ REALTY DST
13175, PG 242
175, PG 43
PARCEL 80963
/9 r NC PIN 4678-53-6310
G? SE�I`IER \\�� 7.6;
TG=26-2"4' ,
c aS 2 iniTc�-� �
�3-
X
i _ ♦ _____ dam_
REV. No.e I REVISION: DATE° DRAWN BY: I CHECKED BY:
This document, together with the concepts and designs presented herein, as on instrument of service, is
intended only for the specific purpose and client for which it was prepared. Reuse of and improper
reliance on this document without written authorization and adoption by Kimley-Horn and Associates, Inc.
shall be without liability to Kimley-Horn and Associates, Inc.
Copyright Kimley-Horn and Associates, Inc„ 2017
ITC 27.16' �� \ \ \ `•
atiss,
// / /
PH SE
j - - - - -INSTALL SILT �Fg / (- \ \ ��j iij FUTURE ____ COII
�0� FROM �NSTF�UIONI - _ %� N/F
LIMITS (TYP) 1 �� _ _ �/ 401 PV OYE BOULEVARD \ \
REALTY DST
13175,
31752
, PG 43
\ \ \ \ \ \ PARCEL 80963
I PIN 4678 53- 310
— — I +
CULVERT EROSION CONTROL PHASING:
CONTRACTOR TO INSTALL ALL EROSION CONTROL MEASURES BEFORE ANY
CLEARING AND GRUBBING IS PERFORMED.
CONTRACTOR TO ACCESS CULVERT LOCATIONS USING PROPOSED
GREENWAY PATH FOOTPRINT. USE MUD MATS (SEE EROSION CONTROL DETAILS)
IN WETLAND AREAS AND OTHER LOW AREAS TO LIMIT IMPACTS.
CONTRACTOR TO DEWATER EXCAVATED AREAS AS NEEDED USING IMPERVIOUS
DIKES, SPECIAL STILLING BASINS, AND BYPASSING PUMPING. DEWATERING METHOD
IS INCIDENTAL TO CULVERT INSTALLATION.
AFTER CULVERTS ARE SET, CONTRACTOR IS TO STABILIZE ALL DISTURBED AREAS
AND STREAM BANK SLOPES USING EROSION CONTROL MATTING,
SEEDING (SEE SHEET EC-18), AND MULCH TO MAINTAIN A VIGOROUS,
DENSE, VEGETATIVE COVER.
PIPES SHALL BE INSTALLED IN THE DRY (WITH A MIN. 3 DAYS OF DRY WEATHER DURING
INSTALLATION) OR PROVIDE COFFER DAM AND PUMP AROUND. COFFER DAM DETAIL MUST BE
SUBMITTED FOR APPROVAL PRIOR TO CONSTRUCTION. COFFER DAM IS INCIDENTAL TO CULVERT
INSTALLATION.
PREPARED IN THE OFFICE OFo
■
imley)))Horn
P.O. BOX 33068 - RALEIGH, NORTH CAROLINA 27636-3068
PHONE. [phone] FAX. [phone] PE NO. F-0102
• �iut ��urt� 1 I LU FENCE AROUND TOP OF
CULVERTS AFTER PIPE IS
INSTALLED (TYP) I
GREENVILLE HOUSI
AUTHORITY
�' PARCEL 3825'I—
NC PIN 4678-73-4425
BYPASS EXISTING DRAINAGE
INTO EXISTING DRAINWAY
EROSION CONTROL PLAN I FOk INFORMATION
ONLY
w
PROJECT-.
JOB NUMBER:
SOUTH TAR RIVER GREENWAY,
PHASE 3
012654005
(EB-5539)
SHEET NUMBER:
EC-3

c
a
O
v
W
I
rn
Ln
Ln
i
O
L
c
v
c
0
.o
i
W
Co
c
0
c
_o
Cl-
Ln
Ln
I
CQ
W
I
Ln
O
Ln
N
O
0
0
0
J
oc
r\
a
N
\
Ln
N
�UZ 7/ _
-UNIVERSITY ME�lPARl _\ \
-NORTH \ OWNERS ASSOCIATION 4NC \ DB 3176; PG-629
PARCEL 86965
FSS \ INC PIN 4678-64-2198 \ INV=0' /
SS
E��g M ER
\ TRAV-3-NL \ OZ� \ \ �/ /� \ \ MANAT N A tv�ENT /
INS F ILT FENCE Q /
� � 2' FROM CaN RUCTIOi
2 b � l
PHASE 3B
FUTURE CONSTRUCTION
NOTE: CONTRACTOR SHALL PROVIDE SOIL STABILIZATION
ON ALL SLOPES WITHIN 7 DAYS OR AS REQUIRED BY NPDES
GENERAL STORMWATER PERMIT. SOME SLOPES ON THIS
PROJECT ARE STEEPER THAN 3:1. REFER TO CROSS
SECTIONS AND MATTING SUMMARY SHEET FOR SLOPES.
N/F
GREENVILLE SING
T + DB H-37, PG 629^k
AUTH RITY
— —
DB I-37, PG 1
A co / L -73-4 # k
23_47' L/M/TS (TYP) MM�O N�6PIN 4678-73 44?5 A ., 0
�k \ INV=16.72 �S V k
— —% + k: 1.
,_401 YE BLVD \ / / / h `
S
REAL DST � NG 30' i M
� / E UITI4{ING EASEMENT! FSS N /
DMB175,'P 42SANITARY SEWER \,
PARCEL 80963 / ,,y t Z
NC PIN 4678-53-631 EASEMENT
43) \, - . DB 2906, PG 440) I i / y L �I 1
Y - 1
EXISTIN / EXISTING 50' TR _ / T
GREENWAY � \ \ -- — ,�
EENWAY EASE EN / / /
,EASEMENT / x S — i81M= __\— — — — — — / / / \ ;� } rn
'N1B�5, PSG 43) / / S MB 75, PG 4�3 \\ � \
/ //
EXISTt_NGG � \AR .. j\ / /
SSE MENT FSS to _ _ A i ��t \ I —
\/ G , J-43, PG 40) ED OF WATER , — — \ _ \
1S I EXISTING PERMANENT k k FSS' �
/ ` — S Fj N TpORTj i % / / \ \ k/ — k !�'�•T� UTIL fY EAP'G18N�55
\ / TRAV-5-NL —
S q p / /��e �., � 884, PG 187
s \ \ I I \ �� RYA/ / /// / \ SS \ — / / N:683650.781'
S�SSWP is I /
I � :243.99' 368'
S- T -4-NL �@ .... _ — to — _ EL:13.99'
\ WP
_
\ SSPE FSS \ �S TB
7476443. ( T� ISTII�G 20' SANITARYE _ —
EL:20.28' 3 - — - — k.� - — _ _ — _ \PF ME T=
A G-77 S
/ / l fNSTAL REl ORCE5_ . 4: � X .. _
-SILT FENC wr ry / \
+. <V� - .�i�
/ UNIVERSITY MEDICAL -PARK �� �' i /
` NORTH OWNERS ASSOCIATION INC
kr
- — PE
—
P
- _
� � --A
PE_
Ui
+ ,�--'6�-
DB 3"
76, PG 619 .. .
MB 75, PG 43
\ _ / / / N79° 3'= E _
/�� PARCEL 80965
1 — . NC PIN4678-64-:.198 / / / //
FOR6EMAll
\
/r
REV. No.e I REVISION: DATE° DRAWN BY: I CHECKED BY:
This document, together with the concepts and designs presented herein, as on instrument of service, is
intended only for the specific purpose and client for which it was prepared. Reuse of and improper
reliance on this document without written authorization and adoption by Kimley-Horn and Associates, Inc.
shall be without liability to Kimley-Horn and Associates, Inc.
Copyright Kimley-Horn and Associates, Inc„ 2017
2.1-21' —
NV=16.43'
INSTALL TREE/
PROT ION -FENCE 6'CLF
T STRUCTION
N/F STATI
GREENVILLE HOUSING (DB - )
AUTHORITY
LlM/TS OF
DB H-37, PG 629
DB 1-37, PG 1 DISTURBANCE (TYP)
PARCEL 38251
NC PIN 4678-73-4425
CONCRETE
WASHOUT
• ^ ' AREA
i � E
CONSTRUCTION ACCESS 2
VIA W. CONLEY ST.
CONTRACTOR TO USE CARE WHEN USING THE DRIVEWAY FOR ACCESS.
CONTRACTOR TO PROVIDE PRELIMINARY VIDEO AND VISUAL INSPECTION
OF THE DRIVEWAY TO DOCUMENT EXISTING CONDITIONS PRIOR TO
CONSTRUCTION IN ORDER TO ENSURE THAT IT IS LEFT IN PRE -CONSTRUCTION
CONDITON. SUPPLY VIDEO AND VISUAL INSPECTION RESULTS TO THE CITY
FOR THEIR RECORDS. ANY IMPERFECTIONS CAUSED BY THE CONTRACTOR
WILL BE REPAIRED AT THE CONTRACTOR'S EXPENSE (PAVEMENT, CURB,
SIDEWALK, GRASS). ANY EXTRA WORK CAUSED BY ACCESSING THE SITE
(VIDEO AND INSPECTING EXISTING CONDITIONS, REPAIRING DAMAGE)
IS INCIDENTAL TO THE PROJECT.
PREPARED IN THE OFFICE OFo
■
im e orn
P.O. BOX 33068 - RALEIGH, NORTH CAROLINA 27636-3068
PHONE. [phone] FAX. [phone] PE NO. F-0102
GREENVILLE HOUSING
AUTHORITY
\ DB H-37, PG 629
DB 1-37, PG 1
PARCEL 38251
INC PIN 4678-73-4425
INSTALL GRAVEL
CONSTRUCTION ENTRANCE
s
BOARDWALK EROSION CONTROL PHASING:
Z00 Y
1. CONTRACTOR TO INSTALL ALL EROSION CONTROL MEASURES BEFORE ANY
CLEARING AND GRUBBING IS PERFORMED.
2. CONTRACTOR TO ACCESS BOARDWALK LOCATIONS USING PROPOSED
GREENWAY PATH FOOTPRINT. USE MUD MATS (SEE EROSION CONTROL DETAILS)
IN WETLAND AREAS AND OTHER LOW AREAS TO LIMIT IMPACTS.
3. CONTRACTOR TO DEWATER EXCAVATED AREAS AS NEEDED USING IMPERVIOUS
DIKES, SPECIAL STILLING BASINS, AND BYPASSING PUMPING. DEWATERING METHOD
IS INCIDENTAL TO BOARDWALK INSTALLATION.
4. AFTER BOARDWALKS ARE SET, CONTRACTOR IS TO STABILIZE ALL
DISTURBED AREAS AND STREAM BANK SLOPES USING EROSION CONTROL MATTING,
SEEDING (SEE SHEET EC-18), AND MULCH TO MAINTAIN A VIGOROUS,
DENSE, VEGETATIVE COVER.
PIPES SHALL BE INSTALLED IN THE DRY (WITH A MIN. 3 DAYS OF DRY WEATHER DURING
INSTALLATION) OR PROVIDE COFFER DAM AND PUMP AROUND. COFFER DAM DETAIL MUST BE
SUBMITTED FOR APPROVAL PRIOR TO CONSTRUCTION. COFFER DAM IS INCIDENTAL TO CULVERT
INSTALLATION.
PROJECT-.
500 Y
0 20 SOUTH TAR RIVER GREENWAY,
FOR INFORMA'I'ION
EROSION CONTROL PLAN
ONLY
PHASE 3 (EB-5539)
SHEET NUMBER: F7777R: :
012654005 EC-4

c
O
I
v
W
Ln
Ln
0
L
C
v
c
U)
0
Cl-
4-
c
_o
i
C
_O
Cl-
Ln
Ln
I
CQ
W
I
Ln
0
Ln
N
O
0
0
0
I
J
Q
oc
El
O
N
N
PHASE 3B
FUTURE CONSTRUCTION
♦ ♦ s NOTE: CONTRACTOR SHALL PROVIDE SOIL STABILIZATION
♦ ♦ ♦ � � ON ALL SLOPES WITHIN 7 DAYS OR AS REQUIRED BY NPDES
♦ ♦ GENERAL STORMWATER PERMIT. SOME SLOPES ON THIS
GREENVILLE HOUSING ♦ ♦ \ PROJECT ARE STEEPER THAN 3:1. REFER TO CROSS
AUTHORITY t !c-
D -3�(7 ' � 629 ♦ SECTIONS AND MATTING SUMMARY SHEET FOR SLOPES.
DB 1-37, PG 1 ♦ ♦ — — — — 22LS —
PARCEL 38251
NC PIN 467, 8 73 442 ♦ - 29AR .
Oft %ft Fss
♦ /
x k A. -k 1 * k Y '� ♦Y �AR FREE k #: k �3 k lNp
.. .
i 15T
\ i ♦ ♦ EXISTING 10' PERMANENT
\ tTl S T — _
:� A \ 4, YC 3 1. 2* EA EN 1 — — — —+1111111F3fS k y 24LS FSS = ��
INSTALL SILT FENCE 2' (DB 2P 1~ts7` 3—� ss —�-
%
FOi FACE OF r_ALL fTYY) 32TREE SS - 3�-- —19T4REEI
_-
`V
V
Ib
� .B.+ 175\ + "I\ E
053'
22LS F55a 20T EEk 9AR EXISAG 20' ANITAY
17TREE 701— SEW
0, 17TREE SP (DB B 7F
ftAft-
0+ � 214TREE 5s
Aft
17ARftft— — — — — — — \
= 3— Fss E - — .- . +
4-00
C —_ _ —NL
Fs-6-_ _ _ S — — E ' " — — — — — = — — _ -- = — WOOD WAL z s _ 3— _ V N:683659.336' — _ — — — — _ BAR — — — — L�
rn .. ... �� :k �: � � E:2476$52.499' - = — _ _ _ _ _ = — _ — — — — _
—_ _ —
1 SSWP/� Fss — _ — — — — — — — -� " _ — — =0— = �— — — — _ INS ON CONTROL MA TING _ � " ' TALL EROSION C ROL T v
to_ — E_ _ _ - — — — — — — _— T - — — — — — — — — — — — - - 6+7 37+7 T1 /
_ — — — — — — — — — — l00 YR ` — ---- - - E SHEET TO 5 fR
F — — SE E 5 /7
— - _ — — — — — — _ — — — — — — — — — — — LIMITS OF DISTURBANCE fTYP) '
— — — — — — -
- _ c=—
+ T?_F_
INSTALL TREE PROTECTION /
— --- — T.
FENCE 2' FROM CONSTRUCTION 0 YR '
LIMITS (TYP) 50• -
rn
rn — INSTALL EROSION CONTROL MATTING
100_ YR_ -Ll- STA 33+25 TO 33+75 (RT)
SEE SHEET FC-17
rn �/
rn
c�
1
1SL
REV. No.e I REVISION: DATE° DRAWN BY: I CHECKED BY:
This document, together with the concepts and designs presented herein, as on instrument of service, is
intended only for the specific purpose and client for which it was prepared. Reuse of and improper
reliance on this document without written authorization and adoption by Kimley-Horn and Associates, Inc.
shall be without liability to Kimley-Horn and Associates, Inc.
Copyright Kimley-Horn and Associates, Inc„ 20 17
PREPARED IN THE OFFICE OFo
■
im e orn
P.O. BOX 33068 - RALEIGH, NORTH CAROLINA 27636-3068
PHONE. [phone] FAX. [phone] PE NO. F-0102
I
GREENVILLE HOUSING
AUTHORITY
DB H-37, PG 629
DB 1-37, PG 1
PARCEL 38251
NC PIN 4678-73-4425
EROSION CONTROL PLAN
I FOR INFORMATION I
ONLY
w
i
SATELLITE DISH
CCOTN�SG/Nk-
\
w CO \ �
N�EY ST �
PROJECT-.
JOB NUMBER:
SOUTH TAR RIVER GREENWAY,
PHASE 3
012654005
(EB-5539)
SHEET NUMBER:
EC-5

C
Oi
O
I
v
W
I
Ln
Ln
0
c
v
c
0
.o
i
W
4-
101
101
0
c
0
Ln
Ln
I
m
I
Ln
O
L 1
N
O
0
O
O
J
Q
oc
r\
a
N
N
FSS
/ / FSS
PHASE 3B
FUTURE CONSTRUCTION,
A I /
/ \\ m
/
\ 81
EXISTING PERMAN T — 81
/ 3 — (DBUTILI2884TY APG�(ENT� \ L / \ Sr
— _ y - \ L1--POT_ Sto. 40+00 00
FSS � - _ _ ----
Fss
_ -L2- POT Sto. 50+OODO \ ,
/ TRAY-8 NL EXISTING-20' NITARY- � ---
N:P723.281' SEWER EASEMENT — -SSWP
SSW FSS
E:2 7430-�M' FS
/ D El o — — _ ( B-43, PG 276) �G ` Fss
/ INSTALL, OK AND - \/ - _ --`- - -� - 01- - -�`
/ REIN ED SILT / 3 ,^ SILT FE CE. `3 �' ,/ /
FENCE (TYPI — — / - -
S� � FRO CONSTRUCTIO _ _ _ _ - -
i �lMlT �7rYP7 — _ - - �- 3 - _ - _ - - - — Fss _ III ` , / / '
_ _ � _
D INSTALL E _ — — _ — _ _ — — �1/F — — __ = = = = — — — — — — RAV-9-NL
/ . / / — S/ — GREENVIL�E-t10USll� — — _ �� '' FSS �D683615.533'
CONTR ATTING / / / _ _ F
n STA 37+00 / / _ _ — _ ; --- - - AU = _ _ _ = - - - - _ - - - -3� . 7660.056' ` \ss
/ / N� / -DB t+-37, PG 629 — _ _ — — \ \
/ 0 38+00 (LT) .? / \.� / �' / // - _ - _ \ _ - - - S' - - - - - - - EL: 0.73
SEE SHEET EC 7/7 / _ - - PARCEL 382�1
I� // NG PRd-4678 73-4425
/ / \ — — — — — — — — —_ \ \ \ 0 Pis
y
-E E — — -- E — \ \\ \\ — // — o o RIP RAP
— — /
— — \ — — E \\ \ \ \ \\ y \ 3 oo / L L
\ \ \ \ \ \ \ \ \ \ \ k / \lN - OOK eZ
6'C*D REINFOR Fss I D
SILT FENCE (TYP) �
- - - - - _------- - _ \\� - o
— — — — — — — — — — — — — — — — — — — — —
/ r - - — - — -
+ — — -- - -- -
o�7
F.
z
.mac E E E E
►� --- -- — E — — -- - — — —LU \ \ o o \ k 0
rn — E E 1 I — \ �\ \ \ / .� N
0
\ _-
-- — — — — — — — —
� � � \ � \ I / / i2 - - N � _ _ _ _ \ \ � \ - `+C \ \ \ �-�Nv=9s�''
o — —
_ \ / - INSTALL TR -PROFEETION - - \
f� I , /�L -�� - - - E x_ v 0Of�'
m I \ \ \ \ �A� - - - - - --- FENCE 2' FROM CONST RUCT ION _ _ - - - - �x _ �\
INSTALL EROSION CONTROL\ MAT lNG / / low now � - - - - LIMITS (TYP)
\ _ -
rn Ll- STA 36+75 TO 37+7 (R J 1 I / / _� - s•�� I +-r _ - -
n SEE SHEET EC-17 � % saw
—�—
_ / \ \ \ \
1 1 II -
�}1 SATELLITE DISH
I I I I \Ie
I I I \ E �N111.D T c� _ — - rPF
\ I \ \ \ OUT=10.94' Q / d E`
III I I I I I I I EDGE OF WA�ER j %
N/F EDGE OF WATER \ \ / ( /
\ I ' w I I I GREEWVILLE HOUSING / \ \/ k / / �'
AUTHORITY / L10TS OF DISTURBANCE (TYPI \ \ 1 \ XXS l
V I A DB 1-37, PG 1 / \ SIYST� E
V PARCEL 38254 V A 1 / kNe
o
I I I \ I I I I NC PIN 4678-73-4425 / WEIR - UNABLE TO LOCATE END O� PIPE I \ \ \ 1 \ \ \ I 004
V J I IN V I I MAPLE`WOOD POND / / V I A I
x / INSTALL GRAVEL
__moo l I I CONSTRUCTION ENTRANCE v \
/
lI / JO B -11,1 41RS D
ARCEL 17526
NCPPIN 4678 73- 431
of
x
W. CONLEY ST
NOTE: CONTRACTOR SHALL PROVIDE SOIL STABILIZATION
ON ALL SLOPES WITHIN 7 DAYS OR AS REQUIRED BY NPDES
GENERAL STORMWATER PERMIT. SOME SLOPES ON THIS
PROJECT ARE STEEPER THAN 3:1. REFER TO CROSS
SECTIONS AND MATTING SUMMARY SHEET FOR SLOPES.
PONY
STAGING,
'STORAGE,
� I STOCKPILE, I I I I I I
AND
l
1. I CONCRETE ! I II
WASHOUT I I I
AREA I! I I 1 1 1 1
/ Lij I
of
LF \
PREPARED IN THE OFFICE OFo
im a AN nrn
REV. No.e
I REVISION:
DATE°
DRAWN BY:
I CHECKED BY:
This document, together with the concepts and designs presented herein, as on instrument of service, is
intended only for the specific purpose and client for which it was prepared. Reuse of and improper
reliance on this document without written authorization and adoption by Kimley-Horn and Associates, Inc,
P.O. BOX
33068 - RA�EIGH9
NORTH
CAROEINA
27636-3068
shall be without liability to Kimley-Horn and Associates, Inc.
Copyright Kimley-Horn and Associates, Inc„ 2017
PHONE.
(9
19)
677-2000
FAX.
(9 19)
677-2050
PE No. F-0102
i
k
I \ I l
G�&�P-DER/`_///
° ° d
/ ° d
\ 4
d° d
O / °
0
PROJECT-.
EROSION CONTROL PLAN �k INFORMATION20 SOUTH TAR RIVER GREENWAY,
ONL
Y MEN PHASE 3 (EB-5539)
JOB NUMBER: SHEET NUMBER:
0 12654005 EC-6

c
O
I
v
W
rn
Ln
Ln
0
C
v
c
0
.o
i
W
4-
c
0
Cl-
0
Cl-
Ln
Ln
I
CQ
I
Ln
O
Ln
N
O
0
0
0
J
Q
oc
r\
a
N
N
\ � T
i .
/1"CoM
PHASE 3B
FUTURE CONSTRUCTION
Z
\ TAR RIVER
m
INSTALL CLASS H RIP RAP ON BAN
I I I rB EST 123 TONS
��� �11 II I III I �l� I III ll I EST 130 SY GF_ FOGF
ofVV �V
_ / — N 836149 471 —_
I
-CONC-GT1AR
/ l / �� INSTALL SILT FENCE
u
TRAV-10 L / I , I \ 2' FROM CONSTRUCTION Q°o
EXIST NG PERMANENT
l� :683491. 4' I III // // // JOHN PAGE HEIRS LIMITS ITYP)
G , ♦ 477832.1 UTI ITY EASEMENT W
_
v
♦ ♦EL: 2.75' p / / I / / I (D 2906, PG 437)I / // / / \ PARCEL 17526 IB
IN 4678-73-8431
a /
o pV
C_
' N / PREFORMED SCOUR HOLE I 1 OUTLET PROTECTIOIAI
(� O o ♦ ` ♦ _ �N EDGE OF WATER AT
H \ \ STALL ROC ILT CHECK, CLASS B RIP RAP
o TYPE A TIME OFSURVEY
/ I I ♦ \ \ AT ALL DR, -NA OUTLETS DURING EST /1 TONS (03-15-2014)
EST l6 SY GFD
CLEARING AND GR BING. INSTALL
o I I l \ \ EST 25 SY PSRM 0701 III / SILT, FENCE AROUN OP OF CULVERTS
FLOODWAY \AFTER PIPE IS INST D (TYP) I EE DETAIL l/CD-31 ,
V OUT 9.0' BZ
A55+$0 -L2- 22.5' LT
TRAV-12-NL
\, I N:683526.
EXIS 26' SAN�IPI / CASE CS RIP RA� I � �E: 7
E SEMENT /OUTLEfF PROTECT110N
22)I / /EST 7 TONS
EST l5SY GFD v
hcb
YPA S EIFI �l G-'04 /AGE % /
y \ \ �\�-� m \ \ \ / I EXI I G PE NENT \ EXISTI ANENT /' o /� // j /jNrO-E/XJSTIIIG jR6UNWAY
DRAINAG / , � /
�w \ \ _ \ \ UTI 1 Y EMENT R/W BOOK ' ti�
(D 6, PG 437) ( / / / /// / // / / / / / / �/ Py y ♦ ♦ /
JOHN PAGE HEIRS 0� t�' \ \ \ \\ \ �� C� 's / ♦ v
DB C-11, PG 84
PARCEL 17526 \ \ \\ \ \ x
INC PIN 4678-73-843�'v A VA F \ �f \ F
\ \\ \� \\ \ \ T 0' S RY INSTALL 2GI y
-1S '�� \ \\ \\ \� \ / EA NIT
N
T / / / / / / / /- 2 / z / NCDOT STD 840.18 W/ STEPS
/
\ \ \ \ ' - ' / i / T✓�3.�' � STD 840.66 / w
� - GRATE STD 840.24
i • . STA. 55 +73 -L2 - 9.5' RT /
� , ��� �� vv v v I . / ' i / / / /'// // �/ 070 lNV NN (EXIST l5" RCP) _ 12.8'
CONSTRUCTION ACCESS 4 ��'. _\\ \\ f: / / / /NV qUT = 9.3'
F�oo vvv vv \ v v Vv T / / / / / /'/ /// / / •� �' I— INSTALL INLET V v //
VIA MEMORIAL DR.\F N $ / % / / / /
\ \ \ // PROTECTION (TYPJ
CONTRACTOR TO USE CARE WHEN USING THE DRIVEWAY FOR ACCESS. N/F
ELEANOR CHERRY \ \ \ \\ \ 8 / // / / / / /
CONTRACTOR TO PROVIDE PRELIMINARY VIDEO AND VISUAL INSPECTION HAGANS \ \ \ \ \ - / _ / / / / LIMA' / ANCE (TYP) /' / O
OF THE DRIVEWAY TO DOCU4ENT EXISTING CONDITIONS PRIOR TO \ \\ \ \ \ / y/1 64 02 / Y,PASS,-EEXISTING DRAT / / P� 1 MB 10, PG 35 \ \ / — /-/
CONSTRUCTION IN ORDER TO ENSURE THAT IT IS LEFT IN PRE -CONSTRUCTION PARCEL 095 �� / iTO�EXISTING D'R,AyINWAY,
CONDITON. SUPPLY VIDEO AND VISUAL INSPECTION RESULTS TO THE CITY C PIN 4-73-8257 \ \ \ / C1
FOR THEIR RECORDS.ANY 14PERFECTIONS CAUSED BY THE CONTRACTOR \ \\ i / / i
'0
WILL BE REPAIRED AT THE CONTRACTOR'S EXPENSE (PAVEMENT, CURB, \ ( / // ,/ 5. � ' . / / i / OUT=23.
\ \ \ \ S� +�/-L2-il� HT � OUT=23.70'
GRASS). ANY EXTRA WORK CAUSED BY ACCESSING THE SITE VIDEO AND , �'� l \ -�� �// OUT,- -10S ��� �1 •' / / //
INSPECTING EXISTING CONDITIONS, REPAIRING DAMAGE) IS INCIDENTAL�T/�.54 0%k2- 19.5' RT
TO THE PROJECT.
BRIDGE AND CULVERT EROSION CONTROL PHASING: F // �� / i • / r
C
1. CONTRACTOR TO INSTALL ALL EROSION CONTROL MEASURES BEFORE ANY000
CLEARING AND GRUBBING IS PERFORMED. i \ j / • — / y
2. CONTRACTOR TO ACCESS BRIDGE AND CULVERT LOCATIONS USING PROPOSED • `' a \ / J,/% # • /
GREENWAY PATH FOOTPRINT. USE MUD MATS (SEE EROSION CONTROL DETAILS) Q ♦ \ #
IN WETLAND AREAS AND OTHER LOW AREAS TO LIMIT IMPACTS. \ f //
3. CONTRACTOR TO DEWATER EXCAVATED AREAS AS NEEDED USING IMPERVIOUS `•�� /• \\ •�j /
DIKES, SPECIAL STILLING BASINS, AND BYPASSING PUMPING. DEWATERING METHOD — - /• \
IS INCIDENTAL TO CULVERT INSTALLATION. \ / • / / �. ' 1 / • / - •`
4. AFTER BRIDGE AND CULVERTS ARE SET, CONTRACTOR IS TO STABILIZE ALL '
DISTURBED AREAS AND STREAM BANK SLOPES USING EROSION CONTROL MATTING, / ,-
SEEDING (SEE SHEET EC-18), AND MULCH TO MAINTAIN A VIGOROUS,
DENSE, VEGETATIVE COVER.
PIPES SHALL BE INSTALLED IN THE DRY (WITH A MIN. 3 DAYS OF DRY WEATHER DURING
INSTALLATION) OR PROVIDE COFFER DAM AND PUMP AROUND. COFFER DAM DETAIL MUST BE \ j
SUBMITTED FOR APPROVAL PRIOR TO CONSTRUCTION. COFFER DAM IS INCIDENTAL TO CULVERT
INSTALLATION. /
REV. No.e I REVISION: DATE° DRAWN BY: I CHECKED BY:
This document, together with the concepts and designs presented herein, as on instrument of service, is
intended only for the specific purpose and client for which it was prepared. Reuse of and improper
reliance on this document without written authorization and adoption by Kimley-Horn and Associates, Inc,
shall be without liability to Kimley-Horn and Associates, Inc.
Copyright Kimley-Horn and Associates, Inc„ 2017
NOTE: CONTRACTOR SHALL PROVIDE SOIL STABILIZATION
ON ALL SLOPES WITHIN 7 DAYS OR AS REQUIRED BY NPDES
GENERAL STORMWATER PERMIT. SOME SLOPES ON THIS
PROJECT ARE STEEPER THAN 3:1. REFER TO CROSS
SECTIONS AND MATTING SUMMARY SHEET FOR SLOPES.
PREPARED IN THE OFFICE OFo
■
P.O.im e orn
BOX 33068 - RALEIGH, NORTH CAROLINA 27636-3068
PHONE. [phone] FAX. [phone] PE No, F-0102
PROJECT-.
20 SOUTH TAR RIVER GREENWAY,
EROSION CONTROL PLAN FOR INFORMATION
ONL
Y
PHASE 3 (EB-5539)
SHEET NUMBER: F7777R: :
0 12654005 EC-7

c
a
0
I
v
W
rn
Ln
Ln
0
c
v
c
0
.o
W
4-
c
_O
i
Cl-
O
Cl-
Ln
Ln
I
CQ
I
Ln
Ln
N_
0
0
0
0
J
Q
oc
�8+a`dN
/o
NOTE: CONTRACTOR SHALL PROVIDE SOIL STABILIZATION PHASE 3B I / � 1 FUTURE CONSTRUCTION
ON ALL SLOPES WITHIN 7 DAYS OR AS REQUIRED BY NPDES I\ 1
GENERAL STORMWATER PERMIT. SOME SLOPES ON THIS
PROJECT ARE STEEPER THAN 3:1. REFER TO CROSS / � '" G}4LVIN'bECKLtT HEMS
D
SECTIONS AND MATTING SUMMARY SHEET FOR SLOPES.
/ 1 MB 3, PGG4 88
/ / PCEL 0 05
/ / 1 41 NC Fq�4678-88-3326
TAR RIVER i/ /A° 'sT / / l 1 �—
� � -� -� � } �` ` � - MATCH LOVE -L2ST,q
63*50 (SEE SHEET EC-9)
RIP/Y,(
�`o / ° o Do o m \ ssy \ 1 � \ +i I 1 I
//
-\_ . \ \ +
TRAV1 L17S OF STUR�¢NCE (TY � �' TAV-15-NL
64 N:683465.642'
i A \ \
II I I I I IY
N:8884LU
817E:2E�20 4, }
\
I
CONIC GU DR/AlL'° �° �° �° y � � A +i .. I
' \ \
\ LIGNMENT \ \ .� .� � �i +I � lIVSTA�L ERf�SION CONTROL MATING I I \ i I \ \ \ 1 I �
� - \ \ \ \ NV=6.74' \ �-L2- STA 60+25 TO 64+25 (LT)
I I '1 5'cLF
\ \ \ \ \ iyg I SEE SHEET EC-17 + /r / _ \ s\ (
! I I I I X \
LMlTS 0FDISTURBANCE(TYP) 4i -
I I I I I \ RIVERDALE
_ \ y INSTALL SILT FENCE INSTALL REINFORCED l I SUB -DIVISION
2'
FROM CONSTR' I I \ I I I I I I I BLOCK x
CONIC GUARDRAIL ° III/9 / °/ �\ ° %gip / % �\ \ / \\� \ \ \ �' LOTS (T'i"PJ UCTlO ; SILT FENCE ITYPJ /�' / I I I \ J \ ` x r MB 3, PG 188
°
AL \\ % di \' INSTALL ROCK SILT CHECK,TYPi A �r h I \
° f \
/ rG I F a \o - Al- AFL DRAB dAGE -i9UTLEn DU)V NG I I , I I 1 I I `� IIIII I Fln`
- \\\\� \ CLEARING AND GRUBBING. INSTALLI I I I I U
cz v vv vvv v v v v SILT FENCE AROUND TOP OFULVE�RT
v v v
\ III I I► noII �I' °I°vI �I I I 11a9I 1 °II I� I I°I�a� L l I — A \ vVAA\\\� V\\�\�V\\�X� \\V\��\\\\� V\\\` \\\ _\ I \ Qv\\ \ \\ �\\ \ + IS TALED �Yf
A .AFTEQ PIPEII
/ •� 'CLF'?
44 UTILITY EASEMENT CLASS 'B'RlP fAPCONIC GUARDRAIL (DB 2909, PG 474) OUTLET
NSE�TI IUj
� EST 3TO
pm 41
EST 8 SY GFD I / I / ` III I . I L \
INSTALL EROSION CONTROL MATTING
I I I I I
I / / I ��I I II 111 o v� -STA TO 63+20 (RT)
SEEEE EC SHEET EC-l7
TC=27.42
our=21.92'
y
4411
II/IIIII III
°
x U
-
1° x
' I ° III Ip a \ \ 1 \ \\ \� \ \\ , \ \\\ �� I ///////// •
\ \ \\ \
4'cL I� NSTALL J-HOOK AND R 0 CED m
- -
SILT FENCE AS NEEDED T IFFUSEr'
MATCH LINE L2 STA 58 +00 (SEE SHEET EC -7) I x I LOW ALONG SILT FENCE (TY
T " - s- ► I I I I I I 1
100 YR\\ /� C E:2 2 / / / I INN I I I II///// / I x I
ORD\ \� \ L 0
24' F/ // lol I I I
x4x` / 11 VI1\III / � �'=34.22'
`• / pUT=30.1T42 f
v,e W%- T Dv4i 'Plxi, E/��it DhAhWE ------
I T&SSz (SEE A
EXIST Riw
ETAIL
s�AI\�, xclfq- //2� \ \\ /////) STUTZ STREET­STA\
�%./?J /(40PUBLIC R/W)+73 7&0 s 1IL
. SS
\\ \ �� \ \ \ \ \\ \\\\ yy INV�28,�% \ \ r I \ --'- _.... SS-
dLU
\ \ o \ \ �\ \\ I oc)
PIPES SHALL BE INSTALLED IN THE DRY (WITH A MIN. 3 DAYS OF DRY WEATHER DURING
INSTALLATION) OR PROVIDE COFFER DAM AND PUMP AROUND. COFFER DAM DETAIL MUST BE
SUBMITTED FOR APPROVAL PRIOR TO CONSTRUCTION. COFFER DAM IS INCIDENTAL TO CULVERT
INSTALLATION.
REV. No.e I REVISION: DATE° DRAWN BY: I CHECKED BY:
This document, together with the concepts and designs presented herein, as on instrument of service, is
intended only for the specific purpose and client for which it was prepared. Reuse of and improper
reliance on this document without written authorization and adoption by Kimley-Horn and Associates, Inc.
shall be without liability to Kimley-Horn and Associates, Inc.
Copyright Kimley-Horn and Associates, Inc„ 2017
PREPARED IN THE OFFICE OFo
■
im e orn
P.O. BOX 33068 - RALEIGH, NORTH CAROLINA 27636-3068
PHONE. [phone] FAX. [phone] PE NO. F-0102
° w dha„a�
zo \��\SS� R=34.16' ss—
IN(S)= 0.91' �
� OUT=?0.81' 00 —
\ V A A EO
Cl)
_ ih rn
PROJECT-.
20 SOUTH TAR RIVER GREENWAY,
EROSION CONTROL PLAN FOR_ INFORMATION
ONL
Y
PHASE 3 (EB-5539)
SHEET NUMBER: F7777R: :
0 12654005 EC-8

c
o,
0
I
v
w
Ln
Ln
0
i
c
0
v
c
0
0
i
W
a�
a�
c
0
CL
c
0
Ln
Cp
I
m
W
0
O
0
0
0
I
Q
I
O
N
Ln
N
/V KUc,U/v ;
PHASE 3B ; PHASE
i
iLrr Ai i r�nr�nli nnlir rani ��Arrilin
REMOVE EXISTING 15- RCP
INSTALL TREE PROTECTION
FENCE 2' FROM CONSTRUCTION
Ll ITS (TYP)
J i
PHASE 3B ► PHASE 3A
WATER AT—\
SURVEY4
CONSTRUCTION ACCESS 5
VIA NAS H ST.
MB 3, PG 188
PARCEL 08013
NC PIN 4678-83-5342
CONTRACTOR TO USE CARE WHEN USING THE DRIVEWAY FOR ACCESS.
CONTRACTOR TO PROVIDE PRELIMINARY VIDEO AND VISUAL INSPECTION
OF THE DRIVEWAY TO DOCUMENT EXISTING CONDITIONS PRIOR TO
CONSTRUCTION IN ORDER TO ENSURE THAT IT IS LEFT IN PRE -CONSTRUCTION
CONDITON. SUPPLY VIDEO AND VISUAL INSPECTION RESULTS TO THE CITY
FOR THEIR RECORDS. ANY IMPERFECTIONS CAUSED BY THE CONTRACTOR
WILL BE REPAIRED AT THE CONTRACTOR'S EXPENSE (PAVEMENT,CURB,
SIDEWALK, GRASS). ANY EXTRA WORK CAUSED BY ACCESSING THE SITE
(VIDEO AND INSPECTING EXISTING CONDITIONS, REPAIRING DAMAGE)
IS INCIDENTAL TO THE PROJECT.
N �
GRAND VENTURES, LLC
1901, PG 589
nnQ Z o(_ 100
LEGEND
(APPLIES TO ALL SHEETS)
LIMITS OF DISTURBANCE — - - — --
(LABELED ON PLANS)
CONSTRUCTION LIMIT — — — — — —
C F
TEMPORARY SILT FENCE
(SEE DETAIL SHEETS)
TREE PROTECTION FENCE TPF
(SEE DETAIL SHEETS)
TEMPORARY CONSTRUCTION
ENTRANCE (SEE MODIFIED NCDOT
STD 1607.01IN DETAIL SHEETS)
TREE PROTECTION NOTES TYPEOAQREE ROCK
SILT
STD DAM'
.01
IN DETAIL SHEETS)
TREE PRESERVATION CONSTRUCTION SPECIFICATIONS:
1. BEFORE BEGINNING WORK,THE CONTRACTOR IS REQUIRED TO MEET WITH THE CITY OR AUTHORIZED AGENT AT THE SITE TO REVIEW ALL SPECIAL STILLING BASIN (SEE NCDOT
STD 1630.06 /N DETAIL SHEETS)
GENERAL NOTE WORK PROCEDURES, ACCESS ROUTES, STORAGE AREAS, AND TREE PROTECTION MEASURES.
2. TEMPORARY FENCES SHOULD BE ERECTED TO PROTECT TREES TO BE PRESERVED. FENCES DEFINE A SPECIFIC PROTECTION ZONE FOR
EACH TREE OR GROUP OF TREES. FENCES ARE TO REMAIN UNTIL ALL SITE WORK HAS BEEN COMPLETED. FENCES MAY NOT BE RELOCATED OR WATTLE CHECK
NPDES GENERAL STORMWATER PERMIT CONTRACTOR TO ENSURE THAT ALL ROADWAYS AND CURB LINES ADJACENT REMOVED WITHOUT THE WRITTEN PERMISSION OF THE CITY OR AUTHORIZED AGENT. (SEE DETAIL SHEETS)
TO THIS PROJECT ARE FREE OF DEBRIS,DIRT,AND EQUIPMENT DURING THE 3. CONSTRUCTION TRAILERS AND TRAFFIC AND STORAGE AREAS MUST REMAIN OUTSIDE THE TREE PROTECTION ZONE AT ALL TIMES.
SOIL STABILIZATION TIMEFRAMES PROJECT DURATION UNLESS DIRECTED BY CITY ENGINEER. ANY DAMAGE TO 4. ALL UNDERGROUND UTILITIES AND DRAIN LINES SHALL BE ROUTED OUTSIDE OF THE TREE PROTECTION ZONE. IF LINES MUST TRAVERSE
EXISTING CURB AND GUTTER AT OR NECONSTRUCTION ENTRANCES MUST THE PROTECTION AREA,THEY SHALL BE TUNNELED OR BORED UNDER THE TREE. STORM DRAIN INLET PROTECTION
BE REPAIRED AT THE CONTRACTORS EXPENSE.
ENSE. 5. NO MATERIALS,EQUIPMENT,SPOIL OR WASTE OR WASHOUT WATER MAY BE DEPOSITED, STORED, OR PARKED WITHIN THE TREE PROTECTION ZONE. (SEE DETAIL SHEETS) cb00000cP
SITE DESCRIPTION STABILIZATION rIVE T14IEFR4E EXCEPTIONS 6. COORDINATE WITH CITY PRIOR TO PERFORMING ADDITIONAL TREE PRUNING REQUIRED FOR CLEARANCE DURING CONSTRUCTION MUST BE PERFORMED
BY A QUALIFIED ARBORIST AND NOT BY CONSTRUCTION PERSONNEL. SPECIAL SEDIMENT CONTROL FENCE/
7. ANY HERBICIDES PLACED UNDER PAVING MATERIALS MUST BE SAFE FOR USE AROUND TREES AND LABELED FOR THAT USE. ANY PESTICIDES SILT FENCE OUTLET
PERIMETER DIKES, SWALES, DITCHES AND SLOPES 7 DAYS NONE USED ON SITE MUST BE TREE —SAFE AND NOT EASILY TRANSPORTED BY WATER. (SEE DETAIL SHEETS)
THESE EROSION AND SEDIMENT CONTROL PLANS COMPLY 8. IF INJURY SHOULD OCCUR TO ANY TREE DURING CONSTRUCTION.IT SHOULD BE EVALUATED AS SOON AS POSSIBLE BY THE CITY OR AUTHORIZED AGENT
HIGH OLIALITY WATER (HOW) ZONES 7 DAYS NONE WITH THE REGULATIONS SET FORTH BY THE SO THAT APPROPRIATE TREATMENTS CAN BE APPLIED.
NCG-010000 GENERAL CONSTRUCTION PERMIT EFFECTIVE AUGUST 3,2011 9. ANY GRADING,CONSTRUCTION,DEMOLITION OR OTHER WORK THAT IS EXPECTED TO ENCOUNTER TREE ROOTS MUST BE MONITORED BY THE EXISTING CONTOUR
SLOPES STEEPER THAN 3:1 7 DAYS IF SLOPES ARE 10' OR LESS IN LENGTH AND ARE ISSUED BY THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND CONSULTING ARBORIST.
NOT STEEPER THAN 2:1, 14 DAYS ARE ALLOWED. NATURAL RESOURCES DIVISION OF WATER QUALITY. /0. ANY ROOTS DAMAGED DURING GRADING OR CONSTRUCTION SHALL BE EXPOSED TO SOUND TISSUE AND CUT CLEANLY WITH A SAW. PROPOSED CONTOUR _5
SLOPES 3:1 OR FLATTER 14 DAYS 7 DAYS FOR SLOPES GREATER THAN 50' IN ll. IF TEMPORARY HAUL OR ACCESS ROADS MUST PASS OVER THE ROOT AREA OF TREES TO BE RETAINED,A ROAD BED OF 6 INCHES OF MULCH OR
LENGTH. GRAVEL SHALL BE CREATED TO PROTECT THE SOIL. THE ROAD BED MATERIAL SHALL BE REPLENISHED AS NECESSARY TO MAINTAIN A 6—INCH DEPTH.
ALL OTHER AREAS WITH SLOPES FLATTER THAN 4:1 14 DAYS NONE, EXCEPT FOR PERIMETERS AND HOW ZONES.
PREPARED IN THE OFFICE CFI CAR074�� PROJEC-o
■ s's'io.'�q' io 0 20 SOUTH TAR RIVER GREENWAY,
K y))) HEROSION CONTROL PLAN s��'L
REV. Noee REVISION° DATE: DRAWN BYe CHECKED BYe PHASE E LJ V
024436
This document, together with the concepts and designs presented herein, as an instrument of service, is i e orn
intended only for the specific purpose and client for which it was prepared. Reuse of and improper FiVG
reliance on this document without written authorization and ado tion b Kimle Horn and Associates, Inc.CX _ _ �i ��N.. ����
Copyb without
a d Associates, Inc 20ssociatesg Inc. p y y PHONE.
�E 9)O617 —2000E G �AXORg NORTH
RO20Ao 27�E NOo Fo0 082 ,������„„"�ov", uoa NUMeERe 0 h EOOh SHEET vur,DEue EC-9

C
o,
O
I
v
W
I
rn
Ln
Ln
0
C
v
c
0
.o
i
W
4-
c
0
Cl-
0
Cl-
Ln
Ln
I
CQ
I
Ln
O
O
Ln
O
N
O
0
0
0
I
J
Q
oc
El
O
N
N
CONSTRUCTION ACCESS 6
VIA COLONIAL AVE.
CONTRACTOR TO USE CARE WHEN USING THE DRIVEWAY FOR ACCESS.
CONTRACTOR TO PROVIDE PRELIMINARY VIDEO AND VISUAL INSPECTION
OF THE DRIVEWAY TO DOCUMENT EXISTING CONDITIONS PRIOR TO
CONSTRUCTION IN ORDER TO ENSURE THAT IT IS LEFT IN PRE -CONSTRUCTION
CONDITON. SUPPLY VIDEO AND VISUAL INSPECTION RESULTS TO THE CITY
FOR THEIR RECORDS.ANY IMPERFECTIONS CAUSED BY THE CONTRACTOR
WILL BE REPAIRED AT THE CONTRACTOR'S EXPENSE (PAVEMENT, CURB,
SIDEWALK, GRASS). ANY EXTRA WORK CAUSED BY ACCESSING THE SITE
(VIDEO AND INSPECTING EXISTING CONDITIONS,REPAIRING DAMAGE)
IS INCIDENTAL TO THE PROJECT.
INSTALL ROCK SILT CHECK, TYPE A
AT ALL DRAINAGE OUTLETS DURING
CLEARING AND GRUBBING. INSTALL
SILT FENCE AROUND TOP OF CULVERTS
AFTER PIPE IS INSTALLED (TYP)
INSTALL EROSION CONTROL MATTING
-L3- STA 8/+25 TO 8/+70 (LT)
SEE SHEET EC-17
18'17"W
r
NAD 83
\T
NOTE: CONTRACTOR SHALL PROVIDE SOIL STABILIZATION
CLASS 'B' RIP RAP ON ALL SLOPES WITHIN 7 DAYS OR AS REQUIRED BY NPDES
OUTLET PROTECT/0 GENERAL STORMWATER PERMIT. SOME SLOPES ON THIS
EST 3 TONS l�
E,�,3T 6 SY GFD PROJECT ARE STEEPER THAN 3:1. REFER TO CROSS
�Z 48 LF - /5" RCP -IV W�l ES
(SEE DETAIL 3/CD-6) SECTIONS AND MATTING SUMMARY SHEET FOR SLOPES.
I NV OUT = 28.6'
A, 8/+76 -L3- 20 /' LT T�
R=33.31' 2.77. BYPASS EXISTING N/F
tiINV=17.41' DRAINAGE INTO ♦ -� THE EVANS COMPANY
i �p DB K-48, PG 439
EXISTING DRAINWAY T� ♦ pQ MB 3, PG 188
INCRCEL 20420
PIN 4678-83-9303
- lT S OF
E T P
,I
HUDSON STREET--
i
S05° . soy
T
PUBLIC R /W) I - I_ - ----- -- - _ ° 17°w �- -- =- --- ---- -----
(40 ----�---------- ---- ---- ----
\ C — o — —
I _ °
RETAIN s'cLF \ � -° ` � - - — — � eF� - � _ T °� . � .� . _
' EXISTING X / — -_� - o �- �, T -
ET N l 0 4 SYSTEM \ \ _ 3 A � - — o o? — c . / SOO YR .
��� IN FROM CONSTRUCE l — \ INSTALL INST
RCp y I INSTALL�SILT FEN _ _ _ � — '�
�x ^ N
( , LIMITS ITYf$JcLF-' X� rn PROTECTlO B �' '♦ N/F
EXIST R/W m INSTALL ROCK LILLIAN WHITE
INSTALL GRAVEL SILT CHECK,
iP1V=17.17' F •♦ FREEMAN EDWARDS
N \ \ \ TYPE A N/F — — - I 1003 \ ` DMB 3 PGG188 7 CONSTRUCTION LU C I N DA
TC=42.21' PARCEL 06784
- _ ENTRANCE 1sBD \ l002
OUT=39.71' R-41 7T � ti' MCMILLAN O I PROPOSE CB � � INC PIN 4678-93-0514
RIVERDALE
SUB-DIVISION
�1 —
MB 3, PG 188
— -y�� �►
� V � +t ya � $' 1 � � yi "t $ F. { '�i "t f yi � •-F { Y •�t { Y •-I �:. V � Y .-f � Y •-� {. Y Y � Y •-{ � Y Y.f Y ••f.{
t e�}J1.f1))) t!J vJJ•WIN
..�} .,f1 .,.fJ ..fl ..fJ `rf1 :i .,.l�' .,.l� •.,.I� .;
� �i � �i \i: � �i � �i \ �i �.rr� �i ��� �i: �� �i
Ik''J' i ����l' f::! '';1 : y'(( Z..j(i'� j(. ' J-: .j(� Z:.� J..j(� ; r.J•:.((* �..j(�
� �r r\ �I\r ��\ \r ��\ \r�Z_� %���\r t��\
\I 91 •i Kf yi '�''(i `'f$ \,Tly\Hf y\ ty �i y.'?�.. .l--{{�Ki y�H� �•-f�
I► �` F ' � ' � � �Y-{ . � i . ' :'. �. � .� iy i.�'�'iJ��fjKrf}ff!f) '!l� !il �-�J}4•rS�}t=,?
EL:32.
° N/F BYPASS EXISTING DRAINAGE II _ _ NCDOT S 840.03, E
\ IN 12" �39.42' DB 3033, PG 269
( ) MILDRED ELLIOT INTO EXISTING DRAINWAY I 411.03 \ `
N MB 3, PG 188 �
IN(18")=35.7T MB 3, PG 188 PARCEL 21493
/ z ° o e OUT=35.67' PARCEL28156 TA.82+20 -L3- 29J' \ \ °♦
SPECIAL LATERAL V DITCH NC PIN 4678-83-9384 w o
il
o INCPIN 4678-83-9283 °
� SEE DETAIL 2/ CD-3 PROPOSED CB � I � OC 33.8' �R \ \ ♦°
X I I INSTALL WATTLES EST 25 SY PSRM NCDOT STD 840.01 & Cn V = 30.3 \ \ V
AS NEEDED TO
STABILIZE SW ALE
1111111130-1
CULVERT EROSION CONTROL PHASING:
1. CONTRACTOR TO INSTALL ALL EROSION CONTROL MEASURES BEFORE ANY
CLEARING AND GRUBBING IS PERFORMED.
2. CONTRACTOR TO ACCESS CULVERT LOCATIONS USING PROPOSED
GREENWAY PATH FOOTPRINT. USE MUD MATS (SEE EROSION CONTROL DETAILS)
IN WETLAND AREAS AND OTHER LOW AREAS TO LIMIT IMPACTS.
3. CONTRACTOR TO DEWATER EXCAVATED AREAS AS NEEDED USING IMPERVIOUS
DIKES, SPECIAL STILLING BASINS, AND BYPASSING PUMPING. DEWATERING METHOD
IS INCIDENTAL TO CULVERT INSTALLATION.
4. AFTER CULVERTS ARE SET, CONTRACTOR IS TO STABILIZE ALL DISTURBED AREAS
AND STREAM BANK SLOPES USING EROSION CONTROL MATTING,
Cn W SEEDING (SEE SHEET EC-18), AND MULCH TO MAINTAIN A VIGOROUS,
DENSE, VEGETATIVE COVER.
PIPES SHALL BE INSTALLED IN THE DRY (WITH A MIN. 3 DAYS OF DRY WEATHER DURING
INSTALLATION) OR PROVIDE COFFER DAM AND PUMP AROUND. COFFER DAM DETAIL MUST BE
SUBMITTED FOR APPROVAL PRIOR TO CONSTRUCTION. COFFER DAM IS INCIDENTAL TO CULVERT
OINSTALLATION.
0
840.03, TYPE E
, A °
STA,8/+87 -L3- 33.8' RT - 8 LF 15" RCP -IV
TOC = 34.0'
// V IN ( = 30.0 I S05°18'17W
I /l V OUT O = 30.0' `^
\ CONTRACTOR TO REMOVE EXIST \
15" RCP SED140tT FROM ROADBED �
/NV= 30.2' S (INCIDENTAL TO LS GRADING \ \ \
6' TERRA COTT�SEWER I o FOR PHASE 3A) �� 6' JOSIE MARIE HOPKINS
G 188
RIVERDALE TOP = .3' (APPROX.) I I 35 — \ DB V 42, PG 113
SUB -DIVISION J i I °� ARCEIMB 3, D o1356
BLOCK J o I I \ \ ` INC PIN 4678-93-0554
MB 3, PG 188 � I � STAGING, STORAGE, STOCKPILE,
I AND CONCRETE WASHOUT AREA
X \° T �
CONSTRUCTION ACCESS 7 I w INSTALL GRAVEL CONSTRUCTION \ \ °�
W I ENTRANCE AT PROPOSED DRIVEWAY \ ` ;� \\. C
VIA FAI RFAX AVE. Q U I FOR TRAILHEAD PARKING LOT 405° 8'1.7"W \ ET E
i C' I SNE
a m m I \ SEE
CONTRACTOR TO USE CARE WHEN USING THE DRIVEWAY FOR ACCESS. I LL a- ` �� 84 Q
CONTRACTOR TO PROVIDE PRELIMINARY VIDEO AND VISUAL INSPECTION I z I w A
OF THE DRIVEWAY TO DOCUMENT EXISTING CONDITIONS PRIOR TO I % 0 0 N �L3- S
CONSTRUCTION IN ORDER TO ENSURE THAT /T IS LEFT IN PRE -CONSTRUCTION LL D gMARY FREEMAN HEIRS CH LINE
CONDIT ON. SUPPLY VIDEO AND VISUAL INSPECTION RESULTS TO THE CITY m 0
FOR THEIR RECORDS.ANY IMPERFECTIONS CAUSED BY THE CONTRACTOR yo DIMU 36, PG 356 \ IVI
B 3, PG 188
WILL BE REPAIRED AT THE CONTRACTOR'S EXPENSE (PAVEMENT,CURB, C PARCEL20463
SIDEWALK, GRASS). ANY EXTRA WORK CAUSED BY ACCESSING THE SITE
(VIDEO AND INSPECTING EXISTING CONDITIONS,REPAIRING DA)WAGE) 1 I I IS INCII)FNTAL TO THE PROJECT.
PREPARED IN THE OFFICE OFo PROJECT
I
,,,�o��N•CARPROJECT-.
9'': 20 SOUTH TAR RIVER GREENWAY,
EROSION CONTROL PLAN = SEAL
REV. No.e REVISION: DATE° DRAWN BY: CHECKED BYe � 024436 � PHASE 3 (E B - 5 5 3 9 )
This document, together with the concepts and designs presented herein, as on instrument of service, is im e orni✓•:
intended only for the specific purpose and client for which it was prepared. Reuse of and improper F�,'•FiyG
reliance on this document without written authorization and adoption b Kimle Horn and Associates, Inc, _ _ �i •• �NE• •• ����
CopyrightltKioueyliHorin a to d Assocyatesnl and
20As�ociates, Inca p y y P O BOX g 3g)06 g7-200oEIG FAXOR9 g�CCARO 20NA027636PE ov FO 1082 ,pu ;"' ���� uoe NUMBER: 0 2654005 SHEET NUMBER: EC- 10

C
i
U
W
I
Ln
Ln
i
O
C
v
C
O
.o
i
W
4-
C
0
C
cl-
O
Ln
Ln
I
m
I
Ln
Ln
N
O
0
0
O
I
J
Q
oc
i
El
0
N
Ln
N
NOTE: CONTRACTOR SHALL PROVIDE SOIL STABILIZATION
ON ALL SLOPES WITHIN 7 DAYS OR AS REQUIRED BY NPDES
GENERAL STORMWATER PERMIT. SOME SLOPES ON THIS
PROJECT ARE STEEPER THAN 3:1. REFER TO CROSS
SECTIONS AND MATTING SUMMARY SHEET FOR SLOPES.
O
INSTALL EROSION
O
CONTROL MATTING
+
-L3- STA 85+50
00
TO 86+25 (LTJ
SEE SHEET EC-17
N/F Eukjc ur vviA i cr.
MARY FREEMAN HEIRS INSTALL J-HOOK I TB
DB U-36, PG 356 AND REINFORCED
MB 3, PG 188 SILT FENCE (TYP) ZB
PARCEL 20463
NC PIN 4678-93-0593 FLOODWAY
-1g - > >/
00
CLASS 'B' RIP RAP T�
OUTLET PROTECTION T8�
EST 7 TONS
EST l5 SY GFD -fig/
T6 �56 LF,-,�4' CMP
/ ` *1--ENDWALL
NCDOT STD 838.01
INV OUT_-= 5.2'
S A 85 +70 -L3- 42.6' LT
�S=18.1%
/
-�TB�TB�TB�TB��TB
eTg�TB
� -TB
_TB TB TB TB _ I- CLASS 'B' RIP RAP
C0 INSTALL ROCK SILT CHECK,TYPE A CLASS 'B' RIP RAP OUTLET PROTECTION
AT ALL DRAINAGE OUTLETS DURING OUTLET PROTECTION EST 6 TONS
CLEARING AND GRUBBING. INSTALL EST 4 TONS EST 14 SY GFD
SILT FENCE AROUND TOP OF CULVERTS EST 9 SY GFD
AFTER PIPE IS INSTALLED (TYP) BZ 1
BZ 1
i FLOODW AY
BZ I
INSTALL EROSION CONTROL ATTING -
-L3- STA 87+20 TO 88+70 (LTJ BZ 2
SEE SHEET EC-17 BZ 2 NTOAEXISTINGI EXISTING DRAINAGE lI
BZ 1
-BZ 2
TB
- i �- - - Tl AI 3-NL / 28 LF - 2 C 18" RCP-lV
♦ _ _ BYE' SEXITING DRAINAGE N:683 14.27: LIMITS OF DISTURBANCE- (TYPJ / / E DWALL
TB - - - - Xl - G R -- _CP- - 38.0I
TB - - - _
� �'. NW # Z 2 BZ 2 4 47 B-L _ � � /
INTO E srl Al � 2
- - 32 LF 24" R NCDOT SST D 8
EL:9. 8' l STALL SILT FENCE W/ NDG�ALL �' INV OUT = 12.4' N
I N N STA.89+35 -L3- 18.1 LT
' ------------ - � \ 2' FROM CONSTRUCTION NCDOT STD 838DI _
��_- - -_ _ _
E \ E _ - - - I LINTS (TYPJ INV OUT - 11.2' / S - 2.l%
STA.88+86 -L3- 2/.0' LT / 1105 - 3.8% / DE -
_ -fRAV-21-N L - - - - E
/N:683679.296' - \ - _ ENV=16.13 \ \ / \ - _ - \ _ - - - _ _ - - -PD
E:2479170.792' / �� \ V- 9' / --- - - - _ -� - - - - - - _ _ - -I - - - ' / L
�- E
z - EL:31.91' 8 BfP-15"VCR \ \ - _ / - -- -- - - - = _ _ - _ - - - - - - - - - L
rn 7 1----•ems - - _ \ - - --- - - �- -- --�- - - - - �- - - - - _ - 6 18'
R=35.14' EN _ -C - - - -- - - - 3
T
SS riINV=16.64' _ _ - - LQ
-- I - - - - - - -- - _��-
E
� 2
O -
O
c:n _
rn
rn
Vl
rn S
n
a
�! .1 M - - N - S/ - - - - - - - - - - --
B 11 - -- - - - _ _ _ - - -- -
- - - - _� - ASS - - - O \ \ - - _ _ - _ _ -
E 1 \ \ I3E OY F_PI -RE- _
/ - - _ �I _
7,Ciz
1�F i PROPOSED MH W1-COVER -_ ____ _ __ _7"
PROPOSED L°f
P - - P� E \ I I ` \F / / DOT-STD�'0_T1_*/ -STEPS- - -- - - - - _ - - -E - - - - - - - - - - - - -- - - _- _ _ _ _ - \ \ 0! E _-E
F--r - - - - ---- - - - - - - - - - _-_- -- - - _ - - -
k I I - I/ - \ E �' I
-E -TAT I \ 1I '� �I /'Tom ---=�EONARI-HIGI�ITF-�___ ____ -____ ---- o�=_ �2�797'=__- _ ___\\\`� �
lNl�IN (S) = 20.8'FEXlST /8') VICT -NG _ _ - - - - - _ _ _�_ _ _ +Nv�S z�' _ - - fs v It 1 I / _ \ \�\\ ltos �jI
- OUT (NJ = 15.5 DB G-52, P 55` - --__ _ - - - - -
\ - / MB 3 PG 188 - - -
STAGING ORAGE, \ 1 I - - I-f-� -c , _ -- -
_ PARCEL 18 4 - - / - -- - - - - - - _ _ - \\\1 1 \ /�� - \ \ ST PILE, AND \ GTE - ( 6-SOD ?c / NC PIN 4 6-53_3640 - - - I \ / _
I air i - - - - / / _ - - - - _ - - ��_ - ��� �1� //- \\
CO CRETE WASHOUT I� _ENc� ` - - _ - - - _ \\\ \
\ AREA N84 : 4 „W 125.00 - - /' ` . - _ - - - - \ \ - -
�. L - R=33. I I , " - EROSION CONTROL MATTINCY - - - - v�s�
CO
C ASS B RlP RAP INSTALL
fNST INL�C,T-3o, I EST 45 TONS SSE SHEET A 87+25 TO 88+25 IRTJ
L3- STA / . ` 1
INSTALL GRAVEL o C00N N CTIONFUTURE �L o - ° - -. _ - - - - - - - - . - . EET EIC-l7 / / YR• \ \ \11111 I
CONSTRUCTION � - - PR T Tl0 (TY - • - - _ ; ' 1 / /
ENTRANCE AT B OTHERS) 9 N /1T - EST l00 SY GFD I ��.�.�• --•�----•-,---r-•�'500- - / \ \ .,J\�\I 1 _\. �/ //A /
BYPASS EXl RAIN E - \ \ \ \� -/// / j//
POSED DRIVEWAY / II N DTl G GR -
FOR ILHEAD �¢� �I INTO EXISTI G
� INST L TREE PROTECTION
PARKING MARIONNAUGUSTA _ / ���� I 1 I � 1SBp � N/F FEN E 2' FROM CONSTRUCTION N/F PR OSED OTCB /
FREEMAN HEIRS I / �� I I EDWARD ALLEN LlMI S (TYPJ LEONARD R. HIGNITE & C NT COVER
J /
MB 3, P 188 / TURNAGE VICTOR IPARCEL 08012 I I DB 1194, PG 701 DB G-52, PG 555 NC STD 84a.04 N/F
INC 3, PG 188 ST 88+86 -L3- 12J RT C PIN 4678-93-1572 I M
/ PARCEL 07073 MB 3, PG 188 VIRGINIA CAROLINAS
N/F FORD STREEIT NC PIN 4678-93-3428 PARCEL 18063 TO = 15.7 LAND CORPORATION
OF GREENVILLE C� / , INC PIN 4678-93-4576
H-13PG
MB 3 PG 188 v" __ _ - GO PUE�LIC RI/W) IN OUT = 12.4 DMB 15,'PG76
PAR C L 04356 \ PARCEL 33857
PIN 4 78- - 2-3- I / \ „I I NC PIN 4688-03-3648
N/F �
INDY II, 1\ / I
DB 585, PG 720 / VI
o�
MB 3, PG 188
�I PARCEL 20294 / I I PROPOSED OTCB
�LC PTN 4678-93.2542 CO; I I W/ MH COVER
I c�NCOT
w I I STA. 89+3 D 8 3- 0.7' RT
I ° CULVERT EROSION CONTROL PHASING: TOP = 16.2'
I I I INV OUT = 13.0'
I 1. CONTRACTOR TO INSTALL ALL EROSION CONTROL MEASURES BEFORE ANY _
.00'
--If
Ss-
ACCESS 7
VIA FAIRFAX AVE.
CONTRACTOR TO USE CARE WHEN USING THE DRIVEWAY FOR ACCESS.
CONTRACTOR TO PROVIDE PRELIMINARY VIDEO AND VISUAL INSPECTION
OF THE DRIVEWAY TO DOCUMENT EXISTING CONDITIONS PRIOR TO
CONSTRUCTION IN ORDER TO ENSURE THAT /T IS LEFT IN PRE -CONSTRUCTION
CONDITON. SUPPLY VIDEO AND VISUAL INSPECTION RESULTS TO THE CITY
FOR THEIR RECORDS.ANY IMPERFECTIONS CAUSED BY THE CONTRACTOR
WILL BE REPAIRED AT THE CONTRACTOR'S EXPENSE (PAVEMENT, CURB,
SIDEWALK, GRASS). ANY EXTRA WORK CAUSED BY ACCESSING THE SITE
(VIDEO AND INSPECTING EXISTING CONDITIONS,REPAIRING DAMAGE)
IS INCIDENTAL TO THE PROJECT.
116/A
\ ss I it I
a
0
60
LIP=39.01'
IN(S)=35.61'
IN(W)=35.61'
OUT=35.51'
CLEARING AND GRUBBING IS PERFORMED.
2. CONTRACTOR TO ACCESS CULVERT LOCATIONS USING PROPOSED
GREENWAY PATH FOOTPRINT. USE MUD MATS (SEE EROSION CONTROL DETAILS)
IN WETLAND AREAS AND OTHER LOW AREAS TO LIMIT IMPACTS.
3. CONTRACTOR TO DEWATER EXCAVATED AREAS AS NEEDED USING IMPERVIOUS
DIKES, SPECIAL STILLING BASINS, AND BYPASSING PUMPING. DEWATERING METHOD
IS INCIDENTAL TO CULVERT INSTALLATION.
4. AFTER CULVERTS ARE SET, CONTRACTOR IS TO STABILIZE ALL DISTURBED AREAS
AND STREAM BANK SLOPES USING EROSION CONTROL MATTING,
SEEDING (SEE SHEET EC-18), AND MULCH TO MAINTAIN A VIGOROUS,
DENSE, VEGETATIVE COVER.
PIPES SHALL BE INSTALLED IN THE DRY (WITH A MIN. 3 DAYS OF DRY WEATHER DURING
INSTALLATION) OR PROVIDE COFFER DAM AND PUMP AROUND. COFFER DAM DETAIL MUST BE
SUBMITTED FOR APPROVAL PRIOR TO CONSTRUCTION. COFFER DAM IS INCIDENTAL TO CULVERT
INSTALLATION.
N84°41'43"l4/ 125.00'
N/F
ISAAC A. ARTIS JR,
DB 466, PG 801
MB 3, PG 188
PARCEL 00627
NC PIN 4678-93-4453
3_
Fq j
(50'
PREPARED IN THE OFFICE OFo PROJECT
I
,,,�o��N•CARPROJECT-.
SS�oti99'': 20 SOUTH TAR RIVER GREENWAY,
EROSION CONTROL PLAN = SEAL
REV. No.e REVISION: DATE° DRAWN BY: CHECKED BY: � 024436 � PHASE 3 (E B - 5 5 3 9 )
This document, together with the concepts and designs presented herein, as on instrument of service, is im e orni✓•:
intended only for the specific purpose and client for which it was prepared. Reuse of and improper <<,�,'•FiyG �`�;:• ���
reliance on this document without written authorization and adoption b Kimle Horn and Associates, Inc. _ _ �i •• �NE. •• ����
CopyrightltKiouEyliHorin undo Assoc�atesnl and20s�ociates, Inc. p y y PHONE. Eg 3g) 6 g7-200�EG FAXOR9 g�C� RO 21NA 050276E hoe FO 1082 ,pu ;"' ���� Boa NUMBER: 0 2654005 SHEET NUMBER: EC-Il

C
N
v
W
I
rn
Ln
Ln
0
C
v
O
.U)
O
L
W
i
Co
c
0
C
0
0)
Ln
Ln
I
CQ
I
Ln
O
Ln
(10
O
0
0
0
I
J
Q
oc
El
0
N
N
NOTE: CONTRACTOR SHALL PROVIDE SOIL STABILIZATION
ON ALL SLOPES WITHIN 7 DAYS OR AS REQUIRED BY NPDES
GENERAL STORMWATER PERMIT. SOME SLOPES ON THIS
PROJECT ARE STEEPER THAN 3:1. REFER TO CROSS
SECTIONS AND MATTING SUMMARY SHEET FOR SLOPES.
�TB------------- I0
—TB
B
T
1-
-TBTB \
BZ BZ
Bz
1 � /
BZ 2 BZ 1 V —
BZ 2 X BZ 2
BZ 2
BZ BZ 2 s Af
+ 4- + BZ 2 CLASS 'B' RIP RAP
BZ 2 k. GRADE TO DRAIN OUTLET PROTECTION
EST 3 TONS
_ _ FLOODWAY
— — — — — — — — — — — — = / EST 8 SY GFD
— — —
BZ 2 REMOVE I8' OF
+ \ EXISTING 18" CMP AND
47 + 16' OF 18" DIP AND REPLACE
INSTALL ROCK SILT'\ CHECK, TYPE A W / 22' - 18- RCP -IV AND =
AT ALL DRAINAGE OUTLETS DURING FES (SEE DETAIL 3/CD-6)
CLEARING AND GRUBBING. INSTALL \ INV OUT = 7.5' r
SILT FENCE AROUND TOP OF CULVERTS STA.94+47 -L3- 18.2' LT z
A AFTER PIPE IS INSTALLED (TYP) S = 3.3% rn
INSTALL SILT FENCE
O 2' FROM CONSTRUCTION EDGE
� �. ,� OF WATER
T LIMITS (TYPI BYPASS : XIST G �\ r
INSTALL EROSION CONTROL MATT
ING _ _ _ DRAINAGJ I S- EXISTING _ _ w
v 10) L3- STA 89+75 TO 94+25 (LT) _+ — — \ _ _ _ DRA/NWAY
41 t I �... . SEE SHEE? EC-17 f—
+ -
- —
7.
1- - — -- — -- — -- -lip r_ — _ — — _
\ L_Q—� _ — —
/ —"" — - — — — — — —_ i LO
— —
CS
— -----------—�LB— — — — -- -- --
$ -- --— --
— — — --
— --
—
0
O
- - -
41
- -
-- -- -- - _ — E E — _ — —
— —
O — --_ _ _--_---
FE
-----_—ssTom
p>
03 TF
o=E15y
--_— ---
_--
0,7
m __=_=_-__—/N_TAZ
L12-02
_ I V1E�T�kRBT (TYP)_1 —
°�NVV_-13 6 2 R_�.9
— �rn
I
tiINV=-5� _SS_ _ _ _ _ — — ►._.— �.—._—.�.—.—• — — — — _ _ _ -- _ '_ 1— — — — __ - —_ =_•� — = C7
J — — — — —
_ ——_— _ _— _— — — = SS—_ —�_� -'— — N $s36so �2+s+ . �E LIMITS OF DISTURBANCE (TYP) j _ — — — _ -- — — _ — _ — - _ ����nTr STD
40:5/- /STEPS
— — _ — — E:2479877.079' ` — _� — — 'r�� _a 8 W
�I — — — — —icy- — — — — - '—-----•— —� — -�.�' /—__ _ �- _ = -_I—_- �T�4.9�+47 -L3= ll.'R�
f — — _ — — R,--31.83' ` - — - - EL:23.27' INST, �/� — — _ — — — _ — T0� = 2 —
i — — — / 4LINV=14.27' SA�L �pS� —
�I i ;�- — — — — — ) E VIRGINIACAROLINAS N/FCOIyII,'OL �717TI _�� _ _�N�sc+� '
_ — — — — — ) � E AL NG E Tl SSL ES-- _ _ �— — _ .
— — — _ — INSTALL TREE PROTECTION LAND CORPORATION WITHIN �P 6J CT� L l�S — _ _ — _ — — 1� _- V � � 6.5�
E FENCE 2' FROM CONSTRUCTION DB H-13, PG 16 -L3- Sl'A &I _ _ — _S�— �— — _ cam-_— �Tl�=l�l �( 18 CMP--
v LIMITS (TYP) PARCEMB L 3 857 PG 7TO 94+1� ( / / — _ _ _ _ _-- — — 12-03
NC PIN 4688-03-3648 SEE SHEET/ _ — _ — _ _ I — — Q� Irv=44��� \
— -
Q
N/F INSTALL EROSION CONTROL MATTING j -°S-- — _ _ — _ -c — _80-
VIRGINIA CAROLINAS 1 / / _ _ _ —
/ LAND CORPORATION ALONG EXISTING SLOPES WITHIN PROJECT LIMITS l� /� — — 1— ►-. _ _ \ \\ \ _
DB H-13, PG 16 -L3- STA 89+75 TO 9/+25 (RT)
MB 15, PG 7 SEE SHEET EC-17 \ \
PARCEL 33857
NC PIN 4688-03-3648
N87'36'24"E 489.51'
PARK AVENUE
(CITY STREET)
1SBD
RE -ARRANGEMENT OF PROPERTY
W.G. DUNN & GODFREY P. OAKLEY
LOTS -4 IN BLK 9 GREENVILLE
H -DIV
MB 3, PG 324
CULVERT EROSION CONTROL PHASING:
1. CONTRACTOR TO INSTALL ALL EROSION CONTROL MEASURES BEFORE ANY
CLEARING AND GRUBBING IS PERFORMED.
2. CONTRACTOR TO ACCESS CULVERT LOCATIONS USING PROPOSED
GREENWAY PATH FOOTPRINT. USE MUD MATS (SEE EROSION CONTROL DETAILS)
IN WETLAND AREAS AND OTHER LOW AREAS TO LIMIT IMPACTS.
3. CONTRACTOR TO DEWATER EXCAVATED AREAS AS NEEDED USING IMPERVIOUS
DIKES, SPECIAL STILLING BASINS, AND BYPASSING PUMPING. DEWATERING METHOD
IS INCIDENTAL TO CULVERT INSTALLATION.
4. AFTER CULVERTS ARE SET, CONTRACTOR IS TO STABILIZE ALL DISTURBED AREAS
AND STREAM BANK SLOPES USING EROSION CONTROL MATTING,
SEEDING (SEE SHEET EC-18), AND MULCH TO MAINTAIN A VIGOROUS,
DENSE, VEGETATIVE COVER.
PIPES SHALL BE INSTALLED IN THE DRY (WITH A MIN. 3 DAYS OF DRY WEATHER DURING
INSTALLATION) OR PROVIDE COFFER DAM AND PUMP AROUND. COFFER DAM DETAIL MUST BE
SUBMITTED FOR APPROVAL PRIOR TO CONSTRUCTION. COFFER DAM IS INCIDENTAL TO CULVERT
INSTALLATION.
PREPARED IN THE OFFICE OFo I
,,,�o��N•CARO�i��,, PROJECT-.SS�oti99'': 20 SOUTH TAR RIVER GREENWAY,
EROSION CONTROL PLAN SEAL
REV. No.e REVISION: DATE° DRAWN BY: CHECKED BY: � 024436 � PHASE 3 (E B - 5 5 3 9 )
This document, together with the concepts and designs presented herein, as on instrument of service, is im e orni✓•:
intended only for the specific purpose and client for which it was prepared. Reuse of and improper F�,'•FiyG �`�;:• ���
reliance on this document without written authorization and adoption b Kimle Horn and Associates, Inc, _ _ �i •• �NE. •• ��NN
CopyrightltKiouEyliHorin undo Assoc�atesnl and20s�ociates, Inc. p y y PHONE. Eg 3g) 6 g7-200�EG FAXOR- g�C� RO 21050276E hoe FO 1082 ,p����u ;"' ������ Boa NUMBER: 0 2654005 SHEET NUMBER:

C
a
v
W
Ln
Ln
0
L
C
v
C
U)
0
i
W
4-
c
0
Cl-
Cl-
0
Ln
Ln
I
m
w
I
Ln
0
0
Ln
0
N
O
0
0
0
I
J
Q
oc
El
O
N
Ln
N
—Tg_
TB
—
TB
BZ 1
BZ 2
NOTE: CONTRACTOR SHALL PROVIDE SOIL STABILIZATION
ON ALL SLOPES WITHIN 7 DAYS OR AS REQUIRED BY NPDES
GENERAL STORMWATER PERMIT. SOME SLOPES ON THIS
PROJECT ARE STEEPER THAN 3:1. REFER TO CROSS
SECTIONS AND MATTING SUMMARY SHEET FOR SLOPES.
M
00
Q
Z
TB TB TB TB TB TB --
TBTBTBTB
Tg
Tg
TB
TB
T8
— BZ 1 BZ 1 BZ 1
BZ 1 TB \
�� T8
INSTALL SILT FENCE \ ez
2' FROM CONSTRUCTION
LIMITS (TYP) 52TREE / Tg
BZ 2 BZ 2 BZ 2 BZ 2 BZ 2
INSTALL EROSION CONTROL MATTING LIMITS OF DISTURBANCE (TYP) BZ 2
FLOODWAY -L3- STA 96+75 TO 98+25 (LT) _
SEE SHEET �C-17 _ 32TREE FLOODWAY 8I J
_ — — — _ _ —
D TRAV-29-NI8Z 2
n INSTALL J-HOOK AND — N:683770.268' \ -
= REINFORCED SILT — — — — _ _ — — — — — — _ _ _ _ - _ - — — _ € E:2480672.166' �
FENCE (TYP) — _ _ — — _ _ t — — _ — _ —
EL:7 76' /
— —E —_ _ _— — — —E�o
- T
- 2 S
39up \ /
.yy.�
-
r _
1 0.
—77
T_PF — — 3Po - -- 411
�l
i E ZL
I / — — — — _ _ -- �PF= _ _ — — — — — _ — — _ — �+PIV=1c�lg1 — E 91REE — — E \ -\
BZ 1
TB TB TB TB TB
BZ 1
O
REE—
TRAV-28-NL_-
O
j
— — i = --•
R=20.56'
— —
,
'
i _
=
�•+�--��
— �� i
riINV=12.31' •
—
2
— — — —_
—
—•�E—� _
•� —•_
_�
IV
/
N/F
VIRGINIA CAROLINAS
LAND CORPORATION
DB H-13, PG 16
MB15,PG7
PARCEL 33857
NC PIN 4688-03-3648 —
— � —N82°2 64.59'
Tf'�CDNC
— —
—
—
—
_
ss _ _ —
_ — - — —
— — - - — — — — —
— —
— — — — —
—
�F
8T
-0)
- — 500
E
—E INSTALL ERO
— ATTING
— — —
_7LS
- _ . _ - _ - _ YR
_._
STA 10825 T-L4- A +O
-
.
— ' — '
SEE SHEET EC-1
—INSTALL EROSION CONTROL MATTING
- t�
ss �
-L3- STA 97+20 TO 98+25 (RT) •`•— -----•�
SEE SHEET EC-17 Uj
INSTALL TREE PROTECTION N E-
FENCE 2' FROM CONSTRUCTION �� , i ' • — . _ , _ • _
LIMITS (TYP) • — . Q
_ VIRGINIA CAROLINAS
_ LAND CORPORATION
M6 15, PG 7
_ PARCEL
33857
_ NC PIN 4688-03-3-03-3648
PARK AVENUE _
PARK q S'9°5g-
V ENV E _' os,
N/F
JESSE MANNING EBRON
DB 225, PG 748
MB 1 PG 24
PARCEL 01922
NC PIN 4688-03-7538
PREPARED IN THE OFFICE OFo I
,,,�o��N•CARO�i��,, PROJECT-.SS�oti99'': 20 SOUTH TAR RIVER GREENWAY,
EROSION CONTROL PLAN = SEAL
REV. No.e REVISION: DATE° DRAWN BY: CHECKED BY: � 024436 � PHASE 3 (E B - 5 5 3 9 )
This document, together with the concepts and designs presented herein, as on instrument of service, is im e orni✓•:
intended only for the specific purpose and client for which it was prepared. Reuse of and improper F�,'•FiyG �`�;:• ���
reliance on this document without written authorization and adoption b Kimle Horn and Associates, Inc, _ _ �i •• �NE• ����
CopyrightltKiouEyliHorin undo Assoc�atesnl and20s�ociates, Inc. p y y PHONE. Eg 3g) 6 g7-200�EG FAXOR9 g�C� RO 21050276E hoe FO 1082 ,p����u ;"' ������ Boa NUMBER: 0 2654005 SHEET NUMBER: EC- 13

c
v
W
I
Ln
i
O
C
v
0
.o
i
W
Co
c
O
Cl—
O
Ln
I
CQ
W
I
Ln
O
Ln
N_
O
0
O
0
J
oc
0
N
Ln
N
CLASS 'B' RIP RAP
y.
OUTLET PROTECTION
EST 3
O
EST 8 SOS
INSTALL ROCK SILT CHECK,TYPE A
TB
AT ALL DRAINAGE OUTLETS DURING
TB
CLEARING AND GRUBBING. INSTALL
TB
REMOVE EX 2 C /5" PVC AND Tg
REPLACE W/ 28 LF -18" RCP -IV \
INSTALL SPECIAL
SEDIMENT CONTROL
FFENCE AT PIPE OUTLET
SILT FENCE AROUND TOP OF CULVERTS
AFTER PIPE IS INSTALLED (TYP)
M
00
Q
I z
DITHARD PROPERTIES, LLC
DB 3251, PG 373
PARCEL 28933
NC PIN 4688-12-3945
TB
N TB —
1� TB
M
0) e TB _
z Q) �
p
_ LQ
- — _ LQ
W _ — — — —
- --
y ETLAND� \ \ \� \ \ Qe X Q ` - - - P A, - 5 - - o - _ - . ss s 0 21„ Cp N
\I GRADE\RR� s5 _ _ _ - - - - - - - - -_
_ — —
�s - AROUND, PlR /-- 1 -=s - --- - ------ - --- --`T =�T_ -
Z — ENTRANCE T>� Cj
_ _ — _ 3 — —
\
-
_ E — — — _
o7
— — — — — — 1
Vr'jWA;DRAINAGE c - - - _ -0 _Z\ \\ \\0--- - ------_----____RAINWAY - rPE — -� TPA - - - �i ��/ �J _ - — -23 72 - \'�� \ = LS — — - - - -- IOO 1`R - - - - - - - ��,. ` ; 2515 -
LU
56TREE— —_ —02 _-� NRQtATTINC- _
T = ,� \ \\\\ \ \ \��\ \ / / / / / /� // I �-• \ \ — = -� - _ _ _ _ _ 1 -L4-=- STA Z5 0-H5+10
1 TJ
•J �\\ \\\\\\\\� / - - // i �.� 1 �, �`I I�� \ ���.�•�.� - _ _ _ - - EE EEC-
_ S
— — — _ — _ —0 b — — — — — — —
\ _ I INSTALL EROSION CONTROL MATTING / _ 1 —
\\\�� .Sz r' -L4- STA 111+30 TO 113+75 (RT) N/F / ____—_ — _ _ — — - -- ---- V
N7F.COVE 8 LF OF EXIST
JESSE-MANNING B Ol�1�C'\�\\\\\ \\\\\\ II� — — — /i /36" CMP AND INSTALL I SEE SHEET EC-l7 JIMMY
R 53, PGO458 S
• I - /i OVERSIZED JB W/ MH C q I O H BYPASS EXISTING DRAINAGE MB 3, PG 284
& VERNR F�L. I \ \ \ \ \\� • ) I I � � �i 4' �3 22' 1403
NOTE: CONTRACTOR SHALL PROVIDE SOIL STABILIZATION
ON ALL SLOPES WITHIN 7 DAYS OR AS REQUIRED BY NPDES
GENERAL STORMWATER PERMIT. SOME SLOPES ON THIS
PROJECT ARE STEEPER THAN 3:1. REFER TO CROSS
SECTIONS AND MATTING SUMMARY SHEET FOR SLOPES.
-. AND TWO FES Tg (WITHIN WE
(SEE DETAIL 3/CD-6)
I Tg DENISON D.NGARRETT JR.
INV 1N = l0.0' �
STA//0+53 -L4- 14.4' RT G 201 N/F
ZV UT = 7.6' MB 1, PG 24 JIMMY L. )ONES
Tg PARCEL 00133 DB H-37, PG 502
ST 110_'77" L#- f9.64T. N PIN 4688-03-8545 INSTALL EROSION CON ROL MATTING —
Z 1 _ o lN$T L CONCRETE MB 3, PG 284
Tg EN L PARCEL 12429 -L4- STA 112+35 TO I16+25 (LT)
NC PIN 4688-03-9585
NCDO STD 838.0/ SEE SHEET EC-17
BZ T - - STAI 1+89 -L4- IOB' LT TB
28 LF - 2 36" R P-l►/ Tg ��-s-3B _ _TB TB TB TB TB TB TB TB o —
INV IN = 149' S T� -- FLOODWAY LIMITS OF DISTURBANCE (TYPJ
L_Q- " INV OUT = 14.5' INSTALL J-HOOK AND REINFORCED
- _ \ S SILT FENCE (TYP) - -
- o INSTALL SILT FENCE _
IN ROSION CONTROL MATTING z Z 2' FROM CONSTRUCTION -
-30-NL / -L4- ST TO 112+/0 (LT) RE OVE AND RESC-T — — — W LB — -
-�6� / - EXl TRIP RAP 2' FROM \ LIMITS (TYP) _ _ -
SEE SHEET EC - E E OF 41ULT l -USE 01
I - - - - -
. / IN =8.27' \ INSTALL EROSION PA H (70 SY)
I CONTROL MATTING P R - ° Z_1 - -
-L4- STA 110+59Z- 17 R 36 RCP Bz I Bz 1 _ BZ 1 -
- TO 110+85 (LT) 22T / r l R — — — 29TREE-
cn _ - _ \ = \ 82 2 SHEET EC- - / = TOP = 4,3.�,
E — 41T�EE �\ 2 / O — _ _ — REE— — — C-
-
PROTECT PIPE\Wl%EN
— ATTLE (WITHIN\
�'-- —--—-— - — - — -— — —
BZ 2
777- "V` ACCESS
STAII1+87 -L4- 17.6' RT INTO EXISTING DRAINWAY PARCEL 13554 l —
DB 225, PGT4S I I I , / _ OU (N)=39.32' W NC PIN 4688-13-1507 / �� _ _ _-DITHARD PROPERTIES, LLC _ -
PARCE L01922\ \\ \ \ \ \ I I I I I I \ \ \ \ \\\\\ I I I I I / / / —� (S)=35� INSTALL INLET I I l — — — -DB 251, PG 373
/ TOP 32.0 0�
NC PIN 4688-0�-7 3 \ III / , NV IN (SJ - 25.4 a7� PROTECTION (TYPJ — — OS �' �I PARCEL 28933
INV OUT (N) = 14.9' I F — c I _
J III NC PIN 4688-12-3945
(SEE SPECIAL DETAIL 00 \ I I W m ' I TPED 1 I II - - -
\11 IIIIIIIIIIIIII I \ / / I l/ ON SHEET CD-6)
U� N/F I I' .........................•......,.. P P� �
JIMMY L. JONES \ l
IIIIIIIIIIIIlllll//� /�/ a O D3�PG G284s X \ I Ill
II111111/I �/> M63
1SBD PARCEL 13555
I ( // I I NC PIN 4688-13-0487
IIIIIIIIIIIIII/ ///
o.a`... LINK�NC I X X
FENCE X \ \
I I I 12TRE
CULVERT EROSION CONTROL PHASING: I
I I I X
X II��
1. CONTRACTOR TO INSTALL ALL EROSION CONTROL MEASURES BEFORE ANY S \
CLEARING AND GRUBBING IS PERFORMED. \ \ 16l \ \
X
2. CONTRACTOR TO ACCESS CULVERT LOCATIONS USING PROPOSED I N80°25'18"W 106.40' \
GREENWAY PATH FOOTPRINT. USE MUD MATS (SEE EROSION CONTROL DETAILS) 94LS \ \
_ \ X \ X\
N79°58'36"W 145.00' IN WETLAND AREAS AND OTHER LOW AREAS TO LIMIT IMPACTS. 1 \ I \
3. CONTRACTOR TO DEWATER EXCAVATED AREAS AS NEEDED USING IMPERVIOUS X
DIKES, SPECIAL STILLING BASINS, AND BYPASSING PUMPING. DEWATERING METHOD
IS INCIDENTAL TO CULVERT INSTALLATION.
4. AFTER CULVERTS ARE SET, CONTRACTOR IS TO STABILIZE ALL DISTURBED AREAS
AND STREAM BANK SLOPES USING EROSION CONTROL MATTING,
MAGGIE MAE STATON SEEDING (SEE SHEET EC-18), AND MULCH TO MAINTAIN A VIGOROUS,
MB 1 H-PG 46,
155
DENSE, VEGETATIVE COVER.
PARCEL 18431
NC PIN 4688-03-6398
PIPES SHALL BE INSTALLED IN THE DRY (WITH A MIN. 3 DAYS OF DRY WEATHER DURING
INSTALLATION) OR PROVIDE COFFER DAM AND PUMP AROUND. COFFER DAM DETAIL MUST BE
SUBMITTED FOR APPROVAL PRIOR TO CONSTRUCTION. COFFER DAM IS INCIDENTAL TO CULVERT
INSTALLATION.
ELIZABETH ATKINSON HOPKINS
DB H-46, PG 155
1 1, PG 24
PARCEL 11322
I NC PIN 4688-03-8319
I
X
GAT
--------------------------------------------------------------------------------------------- \
N80°2518W 106. 0' N/F \ \ \ \
JIMMY L. JONES X \ \
DB R-53, PG 458 \ \
N/F MB 3, PG 284 g' CHAIN
JIMMY L. JONES PARCEL 13556 m- 56TREE X LINK FENCE
DB P-45, PG 384 NC PIN 4688-13-0487 .....
- \
MB 3, PG 352
X — \
PARCEL 12403 \ /
NC PIN 4688-03-9463 \ X
d m
A
6'W 000
X �M A
EIP FENCE \ \
\ \ \
.X \
a I X
F 58.25' I
I
/=54.51'
610
81 SpVC -f=54.25' II
WM I \ X\
I ` \
—7CF
I' X
4
�X
PREPARED IN THE OFFICE OFo PROJECT
I
,,,�o��N•CARPROJECT-.
SS�oti99'': 20 SOUTH TAR RIVER GREENWAY,
SEAL '
REV. No.e REVISION: DATE° DRAWN BY: CHECKED BY: EROSION CONTROL P LAN ; 024436 _ PHASE 3 (E B - 5 5 3 9 )
This document, together with the concepts and designs presented herein, as on instrument of service, is im e orn°:
intended only for the specific purpose and client for which it was prepared. Reuse of and improper F�,'•FiyG �`�;:• ���
reliance on this document without written authorization and adoption b Kimle Horn and Associates, Inc, _ _ �i •• �NE• •• NN
CopyrightltKioueyliHorin undo Assoc�atesnl and20As�ociates, Inc. p y y PHONE. xg 3g) 6 g7-200oEG FAXOR9 g�C� RO 21050276E hoe FO 1082 ,p����u ;"' ������ Boa NUMBER: 0 2654005 SHEET NUMBER: �

C
I
v
W
I
Ln
Ln
O
0
L
c
O
v
c
0
.U)
O
i
W
Co
4-
a�
Cl-
Cl-
c
0
c
0
rn
rn
Ln
I
Ln
O
0
Q0
N
O
0
0
O
I
J
Q
oc
0
N
N
N/F
DITHARD PROPERTIES, LLC
DB 3251, PG 373
PARCEL 28933
I
v
W
W
W
z
W
W
N
Ln
Q
I
J
I
Lkj
J
BOARDWALK EROSION CONTROL PHASING:
CONTRACTOR TO INSTALL ALL EROSION CONTROL MEASURES BEFORE ANY
CLEARING AND GRUBBING IS PERFORMED.
CONTRACTOR TO ACCESS CULVERT LOCATIONS USING PROPOSED
GREENWAY PATH FOOTPRINT. USE MUD MATS (SEE EROSION CONTROL DETAILS)
IN WETLAND AREAS AND OTHER LOW AREAS TO LIMIT IMPACTS.
CONTRACTOR TO DEWATER EXCAVATED AREAS AS NEEDED USING IMPERVIOUS
DIKES, SPECIAL STILLING BASINS, AND BYPASSING PUMPING. DEWATERING METHOD
IS INCIDENTAL TO BOARDWALK INSTALLATION.
AFTER CULVERTS ARE SET, CONTRACTOR IS TO STABILIZE ALL DISTURBED AREAS
AND STREAM BANK SLOPES USING EROSION CONTROL MATTING,
SEEDING (SEE SHEET EC-18), AND MULCH TO MAINTAIN A VIGOROUS,
DENSE, VEGETATIVE COVER.
PIPES SHALL BE INSTALLED IN THE DRY (WITH A MIN. 3 DAYS OF DRY WEATHER DURING
INSTALLATION) OR PROVIDE COFFER DAM AND PUMP AROUND. COFFER DAM DETAIL MUST BE
SUBMITTED FOR APPROVAL PRIOR TO CONSTRUCTION. COFFER DAM IS INCIDENTAL TO CULVERT
INSTALLATION.
N/F
nITHARn PROPERTIES I I C'
DITHARD PROPERTIES, LLC
DB 3251, PG 373
PARCEL 28933
NC PIN 4688-12-3945
TAR RIVER
N/F
GREENVILLE UTILITY
COMMISSION
PARCEL 31462
NC PIN 4688-13-8022
GREENVILLE UTILITY
COMMISSION
PARCEL 31462
NC PIN 4688-13-8022
PREPARED IN THE OFFICE OFo I
,,,�o��N•CARo�i��,, PROJECT-.SS�9'': 20 SOUTH TAR RIVER GREENWAY,
EROSION CONTROL PLAN SEAL
REV. No.: REVISION: DATE° DRAWN BY: CHECKED BY: � 024436 -K y PHASE 3 (E B - 5 5 3 9 )
This document, together with the concepts and designs presented herein, as on instrument of service, is im e Horni✓•:
intended only for the specific purpose and client for which it was prepared. Reuse of and improper �F�,'•FiyG �`�;:• ���
reliance on this document without written authorization and adoption b Kimle Horn and Associates, Inc, _ _ •• �NE• •• ����
Copyright w thoutlicbrin a to d Assocyatesnl and
20As7ociates, Inc. p y y P 0 BOX g 330668-200 LEIGH AN00 O�CCARO INNA027636- FO 8 ,p����u ;"' ������ JOB NUMBER: 012654005 SHEET NUMBER: EC- 15

c
I
v
W
rn
Ln
Ln
0
L
c
0
v
c
0
.o
w
Co
4-
c
0
Cl-
0
Ln
I
m
I
Ln
O
Ln
N_
O
0
0
0
J
Q
oc
El
O
N
Ln
N
INSTALL CLASS 11 RIP RAP ON BANK
B TB TB TB EST /70 TONS
7 7'cLF � TB C TB TB TB TB TB
EST 180 SY GFD
(STRUCTURES ITEMS)
—
2� w �� D
l_n/ INSTALL REINFORCE
SILT FENCE (TYP) O
x INSTALL SILT FENCE - _
- / v 2' FROM CONSTRUCTION � � �
BZ 1 WWP BZ� _ \ BZ 1 L/M/TS (TYP) CpNC /ALL _ _
_ M
\ 00
GREENVILLE UTILITY --- GRADE AREA TO GRAIN �. E _ _ _ "' — ci �(�o�oO a �� TB
COMMISSION _ _
LI \ \ PARCEL 31462 ►- _ \ e p O EDGE OF TB
LQ — NC PIN 4688-13-8022 0 Ofl _—-/TB —o — — ZCONIC WALL IN DISREPAIR
ONE
\ Z�_
� F 23.07' BZ 2
\ /
— C / REE
-- - — - - - - — - - - — — —
_ — _ 24^p\P — — —
Ln -
PrE
\ - R=22.19' — = ss ' 0.31'
— F
IN(12"PVC)=15 26'
2A R — � „' II \ Q
IF --- N ss F
-71
_N�r
E E — E - — - -P� -LT — _ — — R=21.90' ��vv I �\ S�_ _ °
— — v E \ \ e — �E i=10.25' III /—
I _
/ O Y _ —'
de
7
z \ I INSTALL ERGS p
♦ Ll MT l� OF DISTURB \ — — —
J ��E (TP)
I — CONIC W L I I CONTROL MATTING"E' -
I -L4177- STA 124+25
Z \ CONC PAD TQ 125+75 MT) �\
`• S U j \• I . y - — • ^ • ` — — / I I coEE SHEET EC-9 \° ` — — \ l
N
�_N42.3538V 135.81
'�. /✓ 1 ^ \ o TIE LINE ONLY
_ d
� I-
\ \ r� STAGING, STORAGE, STOCKPILE, — i — - l 1 J I QI / �ILROAp �F CSX
AND CONCRETE WASHOUT AREA i� ' — Q VAR IAg IGHT,
\ I • -- — -— — — — — — r LEW1 HWAY
YR­
♦ i
1 � \
\ GREENVILLE UTILITY • ♦ / i -� , �• A�
COMMISSION = / ,-I • I I / (� �, gSPHAt
NOTE: CONTRACTOR SHALL PROVIDE SOIL STABILIZATION m 1 �RAV-36-NL PARC1462
NC PIN EL 313-8022 I I
N:68-3443.068' / I / I N/F
ON ALL SLOPES WITHIN 7 DAYS OR AS REQUIRED BY NPDES 0 E.2481999.646' \ / ' GREENVILLE UTILITY EXISTING 100'
EL:28.51' z COMMISSION GREENVILLE UTILITIES
GENERAL STORMWATER PERMIT. SOME SLOPES ON THIS I 1 / C DB A-19, PG 306 COMMISSION EASEMENT
/ — RAI ROAD I I I MB 70, PG 98 (DB V-47, PG 549, MB 70, PG 98)
PROJECT ARE STEEPER THAN 3:1. REFER TO CROSS -- -- — / / / / / / / / / PARCEL
INC PIN 4688-23-3-23-3014 � Q
SECTIONS AND MATTING SUMMARY SHEET FOR SLOPES.
-- --E - - E E - / / I fro D
'CO
w
I
N
\
/ ♦
1 •
MATCH LINE (SEE INSET - THIS SHEET)
PLANT ST
CONSTRUCTION ACCESS 8
VIA PLANT ST.
CONTRACTOR TO USE CARE WHEN USING THE DRIVEWAY FOR ACCESS.
CONTRACTOR TO PROVIDE PRELIMINARY VIDEO AND VISUAL INSPECTION
OF THE DRIVEWAY TO DOCUMENT EXISTING CONDITIONS PRIOR TO
CONSTRUCTION IN ORDER TO ENSURE THAT /T IS LEFT IN PRE -CONSTRUCTION
CONDITON. SUPPLY VIDEO AND VISUAL INSPECTION RESULTS TO THE CITY
FOR THEIR RECORDS. ANY IMPERFECTIONS CAUSED BY THE CONTRACTOR
WILL BE REPAIRED AT THE CONTRACTOR'S EXPENSE (RAILROAD TRACKS,
GRASS). ANY EXTRA WORK CAUSED BY ACCESSING THE SITE
(VIDEO AND INSPECTING EXISTING CONDITIONS, REPAIRING DAMAGE)
IS INCIDENTAL TO THE PROJECT.
CONSTRUCTION ACCESS 9
VIA AT —GRADE CSXT CROSSING
CONTRACTOR TO USE CARE WHEN USING THE DRIVEWAY FOR ACCESS.
CONTRACTOR TO PROVIDE PRELIMINARY VIDEO AND VISUAL INSPECTION
OF THE DRIVEWAY TO DOCUMENT EXISTING CONDITIONS PRIOR TO
CONSTRUCTION IN ORDER TO ENSURE THAT IT IS LEFT IN PRE -CONSTRUCTION
CONDITON. SUPPLY VIDEO AND VISUAL INSPECTION RESULTS TO THE CITY
FOR THEIR RECORDS. ANY IMPERFECTIONS CAUSED BY THE CONTRACTOR
WILL BE REPAIRED AT THE CONTRACTOR'S EXPENSE (RAILROAD TRACKS,
GRASS). ANY EXTRA WORK CAUSED BY ACCESSING THE SITE
(VIDEO AND INSPECTING EXISTING CONDITIONS, REPAIRING DAMAGE)
IS INCIDENTAL TO THE PROJECT.
INSTALL GRAVEL
ENT RANCET lON I
I
I
i
EXIST AT -GRADE CSXT CROSSING
I
I
LIMITS OF DISTURBANCE (TYP)
D
c�
r
z
rn
z
I INSTALL GRAVEL
CONSTRUCTION
�F ENTRANCE _
? rn
RAILROAD
TPF
�If�':i�����MT-1,V�\,I ,•I1�,1,1`�`��.1/i:r���I / `/�I�.�\y*/ "�,N?:L/1✓��`;<vi, / `�i/�f�\.�}
%'t.'.��1�.ti4... �'1+..:; � �it.X l��l�.te_...�1-_. � �ul...cfa`•.++Y%��1�__ri _�� �'1v-. � �v� .Y-�.l.+i".'t��t�_.i _-:!
PREPARED IN THE OFFICE OFo I PROJECT-
.
9'': 20 SOUTH TAR RIVER GREENWAY,
EROSION CONTROL PLAN SEAL
REV. No.: REVISION: DATE° DRAWN BY: CHECKED BY: � 024436 � PHASE 3 (E B - 5 5 3 9 )
This document, together with the concepts and designs presented herein, as on instrument of service, is im e orni✓•:
intended only for the specific purpose and client for which it was prepared. Reuse of and improper F�,'•FiyG �`�;:• ���
reliance on this document without written authorization and adoption b Kimle Horn and Associates, Inc, _ _ p �i •• �NE• •• ����
Copyright ghttKioueyliHorn a do Associates, Inc.,
20As�ociates, Inc. p y y PHONE. (9 19) 67g7-2000E C FAX. (9 NORTH)C6 7 2050276E Noe FO 08 �������„ ;"; JOB NUMBER: 012654005 SHEET NUMBER; EC- 16