20190656 Ver 1_More Info Received_20190715

Strickland, Bev
From: Simonson, Helen <[e-mail]>
Sent: Friday, June 28, 2019 7:41 AM
To: Amschler, Crystal C CIV USARMY CESAW (US); Johnson, Alan
Cc: Roden Reynolds, Bryan K CIV (US); Dave Homans
Subject: [External] RE: [EXT] hornet drive culvert
Attachments: 5800 Hornet Dr -Base Design - DWR Rev. 6.26.19 -Site Plan.pdf
rnal email. Do not click links or open attachments unlessyou verify. Send all pi
Crystal and Alan,
Please see attached updated plan set for Hornet Dr. Adjustments to address comments of
both rip rap length and rip rap embedment have been incorporated into the new design.
Thank you for your review,
Helen.
From: Amschler, Crystal C CIV USARMY CESAW (US) [mailto:[e-mail]]
Sent: Friday, June 28, 2019 7:32 AM
To: Simonson, Helen <[e-mail]>; Johnson, Alan <[e-mail]>
Cc: Roden Reynolds, Bryan K CIV (US) <Bryan. K. Roden [e-mail]>
Subject: RE: [EXT] hornet drive culvert
EXTERNAL EMAIL: This email originated from the Internet. Do not click any images, links or open any attachments unless you recognize
and trust the sender and know the content is safe. Please click the Phish Alert button to forward the email to Bad.Maii.
I've not had a chance to review this but will second what Alan has said. If the current culvert is perched and it is being
replaced or even extended in some circumstances, the perch should be remediated with the new design. If the City
believes there is some reason that the perch cannot be remediated, then they would need to show adequate
justification. And also, I agree, riprap should always be imbedded.
I'll try to review the PCN as soon as I can and will forward any additional comments I have at that time.
Crystal C. Amschler
Project Manager
Asheville Regulatory Field Office
151 Patton Avenue, Room 208
Asheville, NC 28403
(828)-271-7980 Ext 4231

The Wilmington District is committed to providing the highest level of support to the public. To help us ensure we
continue to do so, please complete the Customer Satisfaction Survey located at:
http://corpsmapu.usace.army.mil/cm_apex/f?p=136:4:0
From: Simonson, Helen [mailto:[e-mail]]
Sent: Thursday, June 27, 2019 2:31 PM
To: Johnson, Alan <[e-mail]>
Cc: Roden Reynolds, Bryan K CIV (US) <Bryan.K.Roden [e-mail]>; Amschler, Crystal C CIV USARMY
CESAW (US) <[e-mail]>
Subject: [Non-DoD Source] RE: [EXT] hornet drive culvert
Alan,
The designer has returned from Holiday and I have shown him these comments. He is
currently working on adjusting the submitted plans to show:
-embedded rip rap at the outlet
-re-check energy dissipater length in order to reduce the amount of rip rap if possible
Helen
From: Johnson, Alan[mailto:[e-mail]]
Sent: Friday, June 21, 2019 11:40 AM
To: Simonson, Helen <[e-mail]>
Cc: Roden Reynolds, Bryan K CIV (US) <Bryan.K.Roden [e-mail]>; Amschler, Crystal C SAW
([e-mail]) <[e-mail]>
Subject: [EXT] hornet drive culvert
EXTERNAL EMAIL: This email originated from the Internet. Do not click any images, links or open any attachments unless you recognize and trust the sender and
know the content is safe. Please click the Phish Alert button to forward the email to Bad.Mail.
This is a minor impact in the scheme of things. But since the piper is perched (8 inches), why can't theyjust build up the
stream at the outlet, shown in red, and riprap on top of that (embedded), and allow the water to flow over. I will
request the riprap to be embedded anyway, so they might as well build up the stream and then riprap. Given the size of
the stream, I think the 16 ft of riprap is a bit excessive, but not going to argue the point. All riprap should be embedded.

DWR
DFvNion of Water Rc%ourcr�
Alan D Johnson — Senior Environmental Specialist
NC Dept. of Environment & Natural Resources (NCDENR)
Division of Water Resources - Water Quality Regional Operations
610 East Center Ave., Suite 301, Mooresville, NC 28115
Phone: [phone] Fax: [phone]
E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and may be
disclosed to third parties unless the content is exempt by statute or other regulation.

DWR
DM on of Wmer Resources

50' R/W (MINIMUM)
PERMANENT S/W EASEMENT
25' (MIN.) 25' (MIN.)
2'-0"
(MIN. (MIN.) (MIN. (MIN.) (MIN.)
11-015'-0" 1'-0 5'-O" 6'-0" 12' 0" 12'-0" 6'-0" 5'-0"
1.5% 6" STONE EDGE b" STONE EDGE
2.00% MAX) SLOPE 3/8" PER FT. 1 /FT.
2:1 CUT MAX. 1 I- ll
3:1 FILL MAX. S 2 MAX. 3 MAX. 3 MAX. 2 A
LOCAL RESIDENTIAL STREET
(DITCH TYPE)
SURFACE COURSE
l" S9.5B
TACK COAT FINAL UFT TO BE APPLIED UPON MEETING ONE OF THE FOLLOWING CONDITIONS:
1) 75% DEVELOPMENT OCCUPANCY,
(SEE SECTION 1.E.4)2) 1 YEAR FROM INTERMEDIATE COURSE PLACEMENT,
3) FOR ETJ STREETS, FINAL 1" MAY BE PLACED WHEN APPROVED BY NCDOT.
INTERMEDIATE COURSE
1-1 /2" S9.5C OR S9.5B
BASE COURSE
B" COMPACTED AGGREGATE BASE COURSE, OR 4" BCBC TYPE 925 -OC
SHOULD ENTIRE DEVELOPMENT HAVE A CBR OF 6 OR GREATER, THEN AN
ALTERNATIVE BASE COURSE PAVEMENT DESIGN MAY BE SUBMITTED TO THE
CITY ENGINEER FOR APPROVAL
t-gplSUBGRADE
COMPACTED SUBGRADE (SEE CLDS SPECIFICATIONS AND SPECIAL PROVISIONS SECTION 1.A.18)
TYPICAL PAVEMENT SECTION
KEY
�= 4" CONCRETE SIDEWALK
PERMANENT S/W EASEMENT
(MIN.) (MIN.) MIN.)
1'-0" 5'-0" 1'-0"
2:1 CUT MAX.
3:1 FILL MAX.
(VOTES:
1. SIDEWALK SHALL BE ON BOTH
SIDES OF STREET AND
LOCATED ON LOT SIDE OF
DI TCH.
2. SIDEWALK LOCATED OUTSIDE
OF STREET RIGHT OF WAY
SHALL HAVE BE LOCATED IN A
PERMANENT SIDEWALK
EASEMENT EXTENDING 2 FEET
BEHIND BACK OF S/W.
3. APPROVAL BY THE CITY
ENGINEER IS REQUIRED PRIOR
TO USING DITCH TYPE
SECTION.
NOT TO SCALL
• CITY OF CHARLOTTE LOCAL RESIDENTIAL
LAND DEVELOPMENT STANDARDS TYPICAL DITCH TYPE STREET SECTION
CHABLCRT6- INCLUDES CHARLOTTE ET] COMPREHENSIVE STREET CLASSIFICATION SYSTEM (CLASS VI) 11.02 117,
NOTES:
1. ALL CONCRETE TO BE 3600 P.S.I. COMPRESSIVE STRENGTH.
2. TYPE OF PIPE TO BE USED IS 1-5/8" MAX. O.D. BLACK IRON, LOW CARBON PIPE OR GALVANIZED.
3. ALL JOINTS TO HAVE A 1/2" FILLET WELD AT ALL JOINTS.
4. AFTER INSTALLATION PAINT ASSMBLY WITH BLACK ALL WEATHER ENAMEL.
5. SEE DETAIL 50.04-B FOR WARRANTS
6, ALTERNATIVE DESIGNS SHALL BE SENT TO CDOT FOR APPROVAL. ANY ALTERNATE DESIGN WILL BE PRIVATELY MAINTAINED.
• CITY OF CHARLOTTE
LAND DEVELOPMENT STANDARDS SAFETY RAI L
ClLmmjDTm
INCLUDES CHARLOTTE ET]
DIAGRAM 26
DETOUR PLAN FOR CLOSED ROAD
(USE FOR MINOR STREETS ONLY)
M4-1011 R11-2
r R11-2
® O O
a flm �r
❑ 00
I a❑
Ica
0
1
0
[�')
[200'1
EXISTING FENCE **
(3w[�) [350
[]] [
[[354']]
CATCH BASIN
pv no
0
0
Y
SYMBOL
R
N20-2
W24-'&
,y
M4-9
E=7 -
-JLLJO
G
G
W o IL LL -
m
*k J00
Q Q L
M4 -9 b
N M
UT
O~
O0LLLL LL tO�
C:?
T
I ULu 2
M4-9
J
� END R DETOUR
R11-2
1.5" RESURFACING COURSE S9.513
119 OC INTERMEDIATE COURSE ASPHALT PATCH TO BE
PLACED IN 2.5"-4.0" LIFTS.
. THOROUGHFARE STREETS
- MINIMUM THICKNESS 8"
. LOCAL STREETS
- MINIMUM THICKNESS 5"
4' MIN. 4' MIN. I
1.5" MILLING r� 1.5 MILLING -
EXISTING PAVEMENT\\\\\\\\\\\\\\\\\\\\\\\\\\y EXISTING PAVEMENT
1._G.. 1._O.,I 1._6.. 100ARIESDENSITY 1'_6.. I1._0..
VARIES
TRENCH TO BE BACKFILLED WITH
APPROVED SUITABLE MATERIAL AS
DIRECTED BY THE ENGINEER
95% DENSITY
PIPE (DIAMETER VARIES)
0i
PAVEMENT REPAIR WITH MILLING
Not to
DETAIL 2A
*NOTES: REV. 2.26.18
SITE SPECIFIC - TRAFFIC CONTROL NOTES:
1. STREET CUT PERMIT #14802.
2. DETOUR FOR STREET CLOSURE PER WATCH DIAGRAM 26.
3. INSPECTOR TO COORDINATE DRIVEWAY ACCESS TO PROPERTIES ON HORNET DRIVE.
I
NOW OR FORMERLY
037-116-03
MICHAEL DEWAYNE BLUE
DOROTHY BLUE DEEM
DB 24673-991
4101 McINTYRE AVE.
RE -GRADE DITCH ±20 LF
NOT TO SCALE TO HEADWALL,
±3 CY DITCH EXCAVATION.
PROP. ±20 TN INCIDENTAL -
sTD. No. REv. STONE TO RESTORE DRIVEWAY
150.0 4A 16 HORNET DR, \
120' PUBLIC R/W /
- SS--(UNMAMTAINED�
MI R,1.4
r:+.�-91'. ~rr2o-z -+rrzo-3
VJ21-4 o q 3
200' 200'
01.4
[[350')} [[350'yy -1 {{350']]
M4-9 M4-9 T
31.f1 --
c' M4-9
o o L'L i
C ^ N C1
1 CC' V
[200')
(f)] T
NOTES:
1. SPACING - 25 M.P.H OR LESS
(SPACING) - 30 & 35 M.P.H.
((SPACING))-40M.P.H-OR MORE R,-, R,-,
2- DEPENDING UPON DISTANCE BETWEEN
DETOUR POINT AND ROAD -CLOSED q ALLADVANCE W4RNING SIGNSAND
POINT ADEQUATE ADDITIONAL WARNING
IS REQUIRED ON APPROACH TO ROAD- DETOUR SIGNS MAYBE SUPPLEMENTED
CLOSE BARRICADES [, TO 3 SIGNS]. W TH FLASHER ANDIDR FLAGS.
3. DEPENDING ON CONDITIONS. SOME 5- IF BIKE LANE IS PRESENT THE PROPER
SIGNS MAY BE REQUIRED ON CROSS CLOSURE IS REQUIRED USING SIGNS
STREET APPROACHES. AND CONES REFER TO DIAGRAM 31.
rL
END
DETOUR
LEGEND
TYPE III BARRICADE
H
T SIGNS
T- WORK AREA
102 103
772
•:
764
760
756
752
748
744
-0+50
0+00
0+50
NOW OR FORMERLY
037-112-21
LYNDA P. OUTEN
DB 4040-763
5716 BEATTIES FORD RD. (?)
N AVOID DAMAGE TO MAILBOX
0
3
HW 10
HW
H 2 0
o POSSIBLE STAGING AREA
IN UNMAINTAINED PUBLIC R/W.
CCONTRACTOR TO RESTORE
HW 12 AREA TO EX. CONDITIONS &
DO NOT DAMAGE EX. SSMH
772
WWI
764
756
752
748
AL1"=20'
ALI"=4'
744
1+00
±37 SY STRAW MATTING SS GRA ss ° s ° *+++ SITE - 75 ss ss
EL DRI A Ss ° + ++ ss
EWA) ,yam rn SSMH IM=760.73
±35 SY UNDERBRUSH TO BE REMOVED 4�1
��' ° 1 4�0 +30�sS -758 STABILIZE, SEED &STRAW ALL
- 1 ° A / DISTURBED AREAS (APPROX. 200 SY)
PROP. ROAD IMPROVEMENTS>S> m + + ++++ °
PER CLDS 11.02 \ _ + +�+ ++++ - -757_
* + I/ ±40 LF SILT FENCE.
±45 SY COIR MATTING \� .a4+ "**+* I �o
++ +\++ ±28 LF TREE
PROP. 20LF SAFETY RAIL` \ `+++�+ y,� I PROTECTION FENCE.
co
(CLDS 50.04A & B) 5' OFF EOP. 7 _ +''+`* ++tee° g ±52LF EX. 60" CMP
++ ° $ _7 TO BE REMOVED.
PROP. ±10 TN CLASS 2 RIP -RAP APRON, 754 - F +, °
±1OLF, 7' WIDE BASE, 1:1 SIDES, 4' HIGH, \ 1 \ +++ (', ++*+ H 1+00 8 2 HO L CRIW
18" THICK. ADJUST TO FIELD CONDITIONS. 753 + ' PUB `
_ _ + _ _ 120 PROP. IMPERVIOUS DIKE PER (SPSRW).
L ° - - UNMA�NTAIN b° CONTRACTOR TO PROVIDE BYPASS
° 0000000 +* + + PUMPING OPERATION AND SPECIAL
PROP. CHECK DAM FOR EROSION - °°°°° ° --e+94.76 STILLING BASIN (PER SPSRW) AS
CONTROL, REMOVE SILT & DEBRIS _ _ =-� _ -
AT END OF CONSTRUCTION. - - -753- - - --/ REQUIRED FOR WATER QUALITY.
H$ 7 - _ _ +++ R. 48 LF 66" RC + + - - - -754 PROP. ±2 CY NATIVE MATERIAL
_ - -755- - I
_ 756 _ _ *+ +` * - H - 55- -PROP. ±9 TN CLASS 1 RIP -RAP APRON,
PROP. t2 CY NATIVE MATERIAL r2 \\ �� - --- -->S6- ±1OLF, 5' WIDE BASE, 2:1 SIDES, 18" THICK.
TO RAISE STREAM - - _ r + + ,5, ADJUST TO EXISTING CHANNEL.
t4 TN CLASS 1 RIP -RAP, W @ ° ^� a ° *+++* 0+65 W
N5g 0 -
PROP. ° o - - PROP. 20LF SAFETY RAIL
ADJUST TO FIELD CONDITIONS. / 0 e +, -7 - X59- (CLDS 50.04A & B) 5' OFF EOP.
G EL DRI 1 =01 �°
I ° 15230 ±35 SY COIR MATTING
EX. 8" DIP WM TO REMAIN,
J a 'C z 1 I-� �R 81 - -
CONTRACTOR TO PROTECT \ NII C -1 II ±67 SY STRAW MATTING
DURING CONSTRUCTION - - - - - - -X TP MA N ED
_ -758- 1�1 EL DRIVEWAY
PROP. DITCH LINE FROM -75 _ III X. HDA GAS LINE TO REMAIN IN PLACE,
DRIVEWAY PIPE ®3:1 SLOPE - D - - �� �'� 60 -NOTIFY UC/PNG PRIOR TO CONSTRUCTION.
±2 CY DITCH EXCAVATIO = - I17r�1(.66 �,
PROP. ±16 TN INCIDENTAL _-7 \ °H _14 PROP. ±7 TN INCIDENTAL
STONE TO RESTORE DRIVEWAY I I I S ISIGN 761 - - STONE TO RESTORE DRIVEWAY
0+30 o HW 14
PR P. ±281 SY ASPHALT MILLING & OR FORMERLY '� MAILBOX AVOID DAMAGE TO MAILBOXES
±9,5 TN ASPHALT PAVEMENT REPAIR 037-115-05 �/ o
HW
FRANK TYSON 60 II 1��R 7 NOW OR FORMERLY
DB 7462-892 037-113-03
5801 HORNET DR. \I I I I / \ I MAID%fix
��❑ MAIL11Ox 763 CDBR26708E494N SCHIENE
�6�c I I I I / I I 5731 HORNET DR. 0 20 40
/ ,\\ 30
� Illi
SCALE: 1"=20'
0
VICINITY MAP
GENERAL CONSTRUCTION NOTES:
NTS
1. ALL WORK SHALL BE IN ACCORDANCE WITH THE CHARLOTTE LAND DEVELOPMENT
STANDARDS MANUAL (CLDSM), AND NCDOT ROADWAY STANDARD DRAWINGS, LATEST
EDITIONS.
2. CONTRACTOR IS RESPONSIBLE FOR PLACING ALL TRAFFIC CONTROL DEVICES AND SHALL
CONFORM TO THE REQUIREMENTS OF THE CHARLOTTE DEPT. OF TRANSPORTATION
(CDOT) WORK AREA TRAFFIC CONTROL HANDBOOK (W.A.T.C.H.), LATEST EDITION.
3. ALL STAGING, EXCAVATION, STOCKPILING, AND CONSTRUCTION SHALL BE CONTAINED
WITHIN THE RIGHT-OF-WAY (R.O.W.), PERMANENT STORM DRAINAGE EASEMENT, AND
TEMPORARY CONSTRUCTION EASEMENT.
4. CONTRACTOR SHALL KEEP ALL CONSTRUCTION EQUIPMENT, MATERIAL, AND STOCKPILES
OFF OF DRIVEWAYS, UNLESS OTHERWISE NOTED ON PLANS.
5. UTILITIES SHOWN WITHIN THE PROJECT AREA MAY BE INCOMPLETE AND ARE BASED ON A
LIMITED SURVEY, GIS RECORDS, AND/OR HISTORICAL MAPPING. CONTRACTOR IS FULLY
RESPONSIBLE FOR CONTACTING THE APPROPRIATE PARTIES AND ASSURING EXISTING
UTILITIES ARE LOCATED PRIOR TO CONSTRUCTION.
6. ALL DISTURBED LAWN AREAS SHALL BE RESTORED TO GRADES AS INDICATED ON THE
PLAN, RAKED, SEEDED AND MULCHED.
7. CONTRACTOR IS RESPONSIBLE FOR ADHERING TO ALL EROSION CONTROL MEASURES AS
NECESSARY PER CITY AND STATE REQUIREMENTS.
8. LANDSCAPE MANAGEMENT STAFF APPROVAL IS REQUIRED FOR TREE DISTURBANCE
AND/OR REMOVAL WITHIN THE R.O.W. WHEN NECESSARY, NOTIFY STORM WATER
INSPECTOR WHO SHALL COORDINATE WITH LANDSCAPE MANAGEMENT.
9. CONTRACTOR SHALL USE CAUTION EXCAVATING NEAR EXISTING TREES IDENTIFIED AS
PROTECTED IN OR OUTSIDE THE R.O.W. WHEN NECESSARY, PRIOR TO EXCAVATION TREE
ROOTS SHALL BE PRUNED AND CUT CLEANLY USING A DISC TRENCHER IN ACCORDANCE
WITH SECTION 01000 OF THE CITY OF CHARLOTTE LANDSCAPE CONSTRUCTION
STANDARDS, LATEST EDITION.
10. CONTRACTOR SHALL INSTALL CLASS III RCP UNLESS OTHERWISE NOTED ON THE PLAN.
11. STORM WATER PIPING INSTALLATION SHALL BE IN ACCORDANCE WITH NCDOT STANDARD
DETAIL 300.01.
12. PROPOSED STORM WATER PIPING LENGTHS AND SLOPES NOTED ON THE PLANS ARE
MEASURED FROM CENTER -OF -STRUCTURE TO CENTER -OF -STRUCTURE.
13. CONCRETE PAVEMENT SPECIFIED FOR REPLACEMENT SHALL BE SAWCUT AND REMOVED.
14. CONTRACTOR SHALL MATCH EXISTING CROSS-SECTIONS WHEN REPLACING ROADWAY,
CURBING, DRIVEWAYS, AND GUTTERS UNLESS OTHERWISE NOTED ON THE PLANS.
ENVIRONMENTAL PERMITTING:
401/404 JURISDICTIONAL AREA(S) HAVE BEEN PERMITTED UNDER CHARLOTTE STORM WATER
SERVICES RGP #163/GC #4100, OR APPLICABLE PERMIT DOCUMENT. THE CONTRACTOR SHALL
FOLLOW ALL APPLICABLE PERMIT REQUIREMENTS.
BY CITY ORDINANCE, THE DISCHARGE OF STORMWATER POLLUTANTS TO THE STORM WATER
SYSTEM OR WATER BODIES IS PROHIBITED.
NAME
0
1
0
TREE REMOVAL
EXISTING FENCE **
��
2 OLID
CATCH BASIN
EXISTING WATER
cl
00
LO O N
N b
LO
NAME
SYMBOL
EXISTING SEWER
� N
f0 N 000
r- N 0
a o 00
r'- d
EXISTING GAS
-JLLJO
G
G
W o IL LL -
m
*k J00
Q Q L
00J W
J in M
UT
UT
O~
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C:?
o00�mLo
v0 LL LL
0
I ULu 2
UE
UE
z d d 0 L
o 0 0 Z
Tv
Tv
w
o
U'GROUND FIBRE OPTIC
FO
FO
0
EXIST. O'HEAD ELECTRIC
of
of
�
PROP. DRAIN PIPE
PR. GRADE
STORM DRAINAGE ESMT -
SDE SDE
SDE -
w
0
TEMPORARY EASEMENT -
EX. GRADE--\ 3.23%
-3_015 �8
TREE PROTECTION FENCE
❑ ❑ ❑
❑
TEMP. SILT FENCE
■ ■ ■ ■
■ ■ ■
a
31
EX. 3" HDPE GA
MAIN TO REMAIN.
ww
a
ASPHALT PAVEMENT ......................................
qIlt
ip
4'III
USE CAUTION DU
ING CONSTRUCTION.
EXIST. 8 DIP
WM TO REMAIN,
CONTRACTOR TO
UPPORT DURING
�0
D
CONSTRUC
ION AS NEEDED.
p
\-
PROPOSED GRAVEL
- - - - - -
m
M
DRIVEWAY REPAIR ..........................................
TOP OF BANK
TOP OF BANK
�
I
PR. 48 LF 66" F
PROPOSED COIR
1
CP @ 0.65%
1 -
D
PROPOSED STRAW
-
0.
0 °
m
w
N
MATTING AREA ...............................................
6" COMPACTED
- - - - - - -0:6
-
PROPOSED NATIVE
Q
" COMPACTED
1-800-632-4949
NATIVE MATERIAL
2.00
°°�° ° °
ATIVE MATERIAL
099
8" CLASS -1 EMBEDDED
8" CLASS -2 EMBEDDED
77�
1 10.0'
RIP -RAP APRON77
.0'
14.5' 10.0'
00
-4-0
521-F
EX.60" CMP
w
,,
w
-T
PR. 8" CONC.
TO
BE REMOVED
PROFILE
HORIZONT
E
ILL, PR. 8"
BURIED INVERT, SCALE:
PRECAST OR
AST (9 CY
NATIVE MATERIAL)
VERTIC
IN PLACE.
0+00
0+50
NOW OR FORMERLY
037-112-21
LYNDA P. OUTEN
DB 4040-763
5716 BEATTIES FORD RD. (?)
N AVOID DAMAGE TO MAILBOX
0
3
HW 10
HW
H 2 0
o POSSIBLE STAGING AREA
IN UNMAINTAINED PUBLIC R/W.
CCONTRACTOR TO RESTORE
HW 12 AREA TO EX. CONDITIONS &
DO NOT DAMAGE EX. SSMH
772
WWI
764
756
752
748
AL1"=20'
ALI"=4'
744
1+00
±37 SY STRAW MATTING SS GRA ss ° s ° *+++ SITE - 75 ss ss
EL DRI A Ss ° + ++ ss
EWA) ,yam rn SSMH IM=760.73
±35 SY UNDERBRUSH TO BE REMOVED 4�1
��' ° 1 4�0 +30�sS -758 STABILIZE, SEED &STRAW ALL
- 1 ° A / DISTURBED AREAS (APPROX. 200 SY)
PROP. ROAD IMPROVEMENTS>S> m + + ++++ °
PER CLDS 11.02 \ _ + +�+ ++++ - -757_
* + I/ ±40 LF SILT FENCE.
±45 SY COIR MATTING \� .a4+ "**+* I �o
++ +\++ ±28 LF TREE
PROP. 20LF SAFETY RAIL` \ `+++�+ y,� I PROTECTION FENCE.
co
(CLDS 50.04A & B) 5' OFF EOP. 7 _ +''+`* ++tee° g ±52LF EX. 60" CMP
++ ° $ _7 TO BE REMOVED.
PROP. ±10 TN CLASS 2 RIP -RAP APRON, 754 - F +, °
±1OLF, 7' WIDE BASE, 1:1 SIDES, 4' HIGH, \ 1 \ +++ (', ++*+ H 1+00 8 2 HO L CRIW
18" THICK. ADJUST TO FIELD CONDITIONS. 753 + ' PUB `
_ _ + _ _ 120 PROP. IMPERVIOUS DIKE PER (SPSRW).
L ° - - UNMA�NTAIN b° CONTRACTOR TO PROVIDE BYPASS
° 0000000 +* + + PUMPING OPERATION AND SPECIAL
PROP. CHECK DAM FOR EROSION - °°°°° ° --e+94.76 STILLING BASIN (PER SPSRW) AS
CONTROL, REMOVE SILT & DEBRIS _ _ =-� _ -
AT END OF CONSTRUCTION. - - -753- - - --/ REQUIRED FOR WATER QUALITY.
H$ 7 - _ _ +++ R. 48 LF 66" RC + + - - - -754 PROP. ±2 CY NATIVE MATERIAL
_ - -755- - I
_ 756 _ _ *+ +` * - H - 55- -PROP. ±9 TN CLASS 1 RIP -RAP APRON,
PROP. t2 CY NATIVE MATERIAL r2 \\ �� - --- -->S6- ±1OLF, 5' WIDE BASE, 2:1 SIDES, 18" THICK.
TO RAISE STREAM - - _ r + + ,5, ADJUST TO EXISTING CHANNEL.
t4 TN CLASS 1 RIP -RAP, W @ ° ^� a ° *+++* 0+65 W
N5g 0 -
PROP. ° o - - PROP. 20LF SAFETY RAIL
ADJUST TO FIELD CONDITIONS. / 0 e +, -7 - X59- (CLDS 50.04A & B) 5' OFF EOP.
G EL DRI 1 =01 �°
I ° 15230 ±35 SY COIR MATTING
EX. 8" DIP WM TO REMAIN,
J a 'C z 1 I-� �R 81 - -
CONTRACTOR TO PROTECT \ NII C -1 II ±67 SY STRAW MATTING
DURING CONSTRUCTION - - - - - - -X TP MA N ED
_ -758- 1�1 EL DRIVEWAY
PROP. DITCH LINE FROM -75 _ III X. HDA GAS LINE TO REMAIN IN PLACE,
DRIVEWAY PIPE ®3:1 SLOPE - D - - �� �'� 60 -NOTIFY UC/PNG PRIOR TO CONSTRUCTION.
±2 CY DITCH EXCAVATIO = - I17r�1(.66 �,
PROP. ±16 TN INCIDENTAL _-7 \ °H _14 PROP. ±7 TN INCIDENTAL
STONE TO RESTORE DRIVEWAY I I I S ISIGN 761 - - STONE TO RESTORE DRIVEWAY
0+30 o HW 14
PR P. ±281 SY ASPHALT MILLING & OR FORMERLY '� MAILBOX AVOID DAMAGE TO MAILBOXES
±9,5 TN ASPHALT PAVEMENT REPAIR 037-115-05 �/ o
HW
FRANK TYSON 60 II 1��R 7 NOW OR FORMERLY
DB 7462-892 037-113-03
5801 HORNET DR. \I I I I / \ I MAID%fix
��❑ MAIL11Ox 763 CDBR26708E494N SCHIENE
�6�c I I I I / I I 5731 HORNET DR. 0 20 40
/ ,\\ 30
� Illi
SCALE: 1"=20'
0
VICINITY MAP
GENERAL CONSTRUCTION NOTES:
NTS
1. ALL WORK SHALL BE IN ACCORDANCE WITH THE CHARLOTTE LAND DEVELOPMENT
STANDARDS MANUAL (CLDSM), AND NCDOT ROADWAY STANDARD DRAWINGS, LATEST
EDITIONS.
2. CONTRACTOR IS RESPONSIBLE FOR PLACING ALL TRAFFIC CONTROL DEVICES AND SHALL
CONFORM TO THE REQUIREMENTS OF THE CHARLOTTE DEPT. OF TRANSPORTATION
(CDOT) WORK AREA TRAFFIC CONTROL HANDBOOK (W.A.T.C.H.), LATEST EDITION.
3. ALL STAGING, EXCAVATION, STOCKPILING, AND CONSTRUCTION SHALL BE CONTAINED
WITHIN THE RIGHT-OF-WAY (R.O.W.), PERMANENT STORM DRAINAGE EASEMENT, AND
TEMPORARY CONSTRUCTION EASEMENT.
4. CONTRACTOR SHALL KEEP ALL CONSTRUCTION EQUIPMENT, MATERIAL, AND STOCKPILES
OFF OF DRIVEWAYS, UNLESS OTHERWISE NOTED ON PLANS.
5. UTILITIES SHOWN WITHIN THE PROJECT AREA MAY BE INCOMPLETE AND ARE BASED ON A
LIMITED SURVEY, GIS RECORDS, AND/OR HISTORICAL MAPPING. CONTRACTOR IS FULLY
RESPONSIBLE FOR CONTACTING THE APPROPRIATE PARTIES AND ASSURING EXISTING
UTILITIES ARE LOCATED PRIOR TO CONSTRUCTION.
6. ALL DISTURBED LAWN AREAS SHALL BE RESTORED TO GRADES AS INDICATED ON THE
PLAN, RAKED, SEEDED AND MULCHED.
7. CONTRACTOR IS RESPONSIBLE FOR ADHERING TO ALL EROSION CONTROL MEASURES AS
NECESSARY PER CITY AND STATE REQUIREMENTS.
8. LANDSCAPE MANAGEMENT STAFF APPROVAL IS REQUIRED FOR TREE DISTURBANCE
AND/OR REMOVAL WITHIN THE R.O.W. WHEN NECESSARY, NOTIFY STORM WATER
INSPECTOR WHO SHALL COORDINATE WITH LANDSCAPE MANAGEMENT.
9. CONTRACTOR SHALL USE CAUTION EXCAVATING NEAR EXISTING TREES IDENTIFIED AS
PROTECTED IN OR OUTSIDE THE R.O.W. WHEN NECESSARY, PRIOR TO EXCAVATION TREE
ROOTS SHALL BE PRUNED AND CUT CLEANLY USING A DISC TRENCHER IN ACCORDANCE
WITH SECTION 01000 OF THE CITY OF CHARLOTTE LANDSCAPE CONSTRUCTION
STANDARDS, LATEST EDITION.
10. CONTRACTOR SHALL INSTALL CLASS III RCP UNLESS OTHERWISE NOTED ON THE PLAN.
11. STORM WATER PIPING INSTALLATION SHALL BE IN ACCORDANCE WITH NCDOT STANDARD
DETAIL 300.01.
12. PROPOSED STORM WATER PIPING LENGTHS AND SLOPES NOTED ON THE PLANS ARE
MEASURED FROM CENTER -OF -STRUCTURE TO CENTER -OF -STRUCTURE.
13. CONCRETE PAVEMENT SPECIFIED FOR REPLACEMENT SHALL BE SAWCUT AND REMOVED.
14. CONTRACTOR SHALL MATCH EXISTING CROSS-SECTIONS WHEN REPLACING ROADWAY,
CURBING, DRIVEWAYS, AND GUTTERS UNLESS OTHERWISE NOTED ON THE PLANS.
ENVIRONMENTAL PERMITTING:
401/404 JURISDICTIONAL AREA(S) HAVE BEEN PERMITTED UNDER CHARLOTTE STORM WATER
SERVICES RGP #163/GC #4100, OR APPLICABLE PERMIT DOCUMENT. THE CONTRACTOR SHALL
FOLLOW ALL APPLICABLE PERMIT REQUIREMENTS.
BY CITY ORDINANCE, THE DISCHARGE OF STORMWATER POLLUTANTS TO THE STORM WATER
SYSTEM OR WATER BODIES IS PROHIBITED.
NAME
SYMBOL
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