SW3170304_APPROVED PLANS_20170822

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO. SW�
DOC TYPE ❑ CURRENT PERMIT
l APPROVED PLANS
`❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
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DEVELOPER:
CALATLANTIC
HOMES
BRIAN JOHNSON
704-507-7547
[e-mail]
6701 CARAMEL ROAD
SUITE 425
CHARLOTTE, NC 28226
DESIGN ENGINEER:
�� Cardno
Shaping the Future
ROBERT CASH, PE
704-927-9700
[e-mail]
9800 SOUTHERN PINE BOULEVARD
SUITE I
CHARLOTTE, NC 28273
SITE DATA TABLE
OWNER:
CALATLANTIC GROUP INC
5416 HUDSON CHURCH RD,
SITE ADDRESS:
WESLEY CHAPEL, NC
TOTAL SITE AREA:
103.661 AC
50' R/W AREA:
6.543 AC
TOTAL MINUS RAN AREA:
97.123 AC
P.I.D. No.:
06021007
DEED BOOK/ PAGE:
6638/ 409
EXISTING ZONING:
R40
EXISTING OVERLAY:
N/A
EXISTING USE:
SINGLE FAMILY RESIDENTIAL
PROPOSED USE:
SINGLE FAMILY RESIDENTIAL
DEVIATIONS:
TOTAL NUMBER OF LOTS PROVIDED:
51
BUILDING SETBACKS REQUIRED:
FRONT
50 FT
SIDE
15 FT
REAR
40 FT
BUILDING HEIGHT:
35 FT (MAX)
LOT WIDTH @ BLDG LINE:
120 FT (MIN)
TOTAL NUMBER OF LOTS:
51
THOROUGHFARE LANDSCAPE BUFFER REQUIREMENTS:
TREES SHRUBS
BUFFER
PER 100 PER 100
WIDTH LF LF
10 OR MORE ACRES
50 9 20
IMPERVIOUS AREA SUMMARY:
ROADWAY
156,225 SF
LOT AREA
402,434 SF
SIDEWALK
55,175 SF
TOTAL IMPERVIOUS AREA:
613,834 SF
TOTAL IMPERVIOUS PERCENTAGE:
12.4%
TREE PRESERVATION CALCULATIONS
TOTAL SITE AREA:
103.66 AC.
EXISTING TREE CANOPY AREA:
65.28 AC. (63.0%)
REQUIRED TREE CANOPY RETENTION PER ORDINANCE:
23.50 AC. (36.0%)
REQUIRED TREE SAVE AREA:
23.50 AC.
ADDITIONAL TREE SAVE AREA:
9.84 AC.
TOTAL COMMON OPEN SPACE PROVIDED:
33.29 AC. (EXCLUDES ALL EASEMENTS)
DRAINAGE BASIN
PRICE MILL CREEK
FLOODZONE
BASED ON THE NATIONAL FLOOD INSURANCE PROGRAM, FLOOD INSURANCE RATE MAP PANEL
NUMBER 3710449600J, DATED OCTOBER 2008 THE HEREON DESCRIBED PROPERTY IS LOCATED IN
ZONE "X".
14
ADDINGTON CROSSING SUBDIVISION
POTTER ROAD AND HUDSON CHURCH ROAD
VILLAGE OF WESLEY CHAPEL, NC
CONSTRUCTION DOCUMENTS
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OVERALL PROJECT PLAN
SCALE: 1" = 200'
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ADJOINING PROPERTY OWNER TABLE
11 KNIGHT & DAVIS
13 PERKINS LARRY &
15 MCCOY JUDITH C
17 HAYNES PAUL D
HOWEY FRANKLIN W O3
MCCOY JAMES
OS
MCCOY JAMES M
7O
EFIRD JAMES R & 9
ANNISTON GROVE
HOWEY ALISON S
FRANKLIN
PIN# 06042009B
WIFE EDITH K
HOMEOWNERS
CONSTRUCTION
WIFE JENNIFER
PIN# 06024004 01
DB 6477 PG194
PIN# 06042012D
PIN# 06042010
ZONED: R40
DB 1260 PG 756
ASSC INC
GROUP LL
HATLEY
ZONED: R40
DB 6477 PG 191
ZONED: R40
ZONED: R40
DB 1236 PG 878
DB 5271 PG 844
DB 6592 PG 494
DB 1070 PG 598
DB 6477 PG 188
PIN# 06042009A
PIN# 07123187
DB 6323 PG 660
PIN# 06021002A
PIN# 06024004A
ZONED: R40
ZONED: R40 (UNION
PIN# 06021003
ZONED: R40
ZONED: R40
COUNTY)
ZONED: R40
2O CHRISTOPHER ®
MCCOY JAMES
©
GALINSKI TIMOTHY
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WHITE HUGH E JR & 10
THACKER L
12 DEESE LARRY
14 DEESE BILLY RAY
16 REID JOHN T &
18 CDCG 3 MTH LP
B. MANUS
FRANKLIN
J & WIFE RENEE B
WIFE JAN H
HOWARD
PIN# 06021002
PIN#: 06021006
WIFE CHERYL R
% CASEY DENNY
DB 5696 PG 81
PIN# 06042009
DB 1675 PG 881
DB 1260 PG 749
DB 3256 PG 594
ZONED: R40
ZONED: R40
DB 0912 PG 0243
PIN# 06042195
DB 5696 PG 078
ZONED: R40
DS 1371 PG 362
PIN 06042007E
DB 0875 PG 0780
PIN# 06024004B
ZONED: R40
PIN# 06042011
DB 1260 PG 752
ZONED: R40
PIN# 06021004
ZONED: R40
ZONED: R40
PIN# 006042009C
ZONED: R40
ZONED:R40
N 0 100 200 401
® 1 INCH = 200 FEET
BEULAH CHURCH RD
WESLEY CHAPEL
UNION COUNTY, NORTH CAROLINA
VICINITY MAP
1" = 2000'
SITE
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Sheet List Table
C-100
COVER SHEET
C-200
OVERALL EXISTING CONDITIONS SOUTH
C-201
OVERALL EXISTING CONDITIONS NORTH
C-210
SOIL CLASSIFICATION
C-300
EROSION CONTROL PLAN PHASE I SOUTH
C-301
EROSION CONTROL PLAN PHASE I NORTH
C-302
SEDIMENT BASIN 1 PH 1 DETAIL
C-303
SEDIMENT BASIN 1A PH 1 DETAIL
C-304
SEDIMENT BASIN 2 PH 1 DETAIL
C-305
SEDIMENT BASIN 3 PH 1 DETAIL
C-306
SEDIMENT BASIN 4 PH 1 DETAIL
C-307
EROSION CONTROL PLAN PHASE II SOUTH
C-308
EROSION CONTROL PLAN PHASE II NORTH
C-309
SEDIMENT BASIN 1 PH 2 DETAIL
C-310
SEDIMENT BASIN 2 PH 2 DETAIL
C-311
SEDIMENT BASIN 3 PH 2 DETAIL
C-312
SEDIMENT BASIN 4 PH 2 DETAIL
C400
OVERALL SITE PLAN
C401
SITE PLAN - SOUTH
C402
SITE PLAN - NORTH
C403
PLAN & PROFILE - LELAND DRIVE
C404
PLAN & PROFILE - LELAND DRIVE
C405
PLAN & PROFILE - FERNWOOD TRAIL
C406
PLAN & PROFILE - SELMA DRIVE
-
C407
PLAN & PROFILE - SELMA DRIVE
C408
PLAN & PROFILE - CARLTON COURT
C409
PLAN & PROFILE - GRAMERCY DRIVE
C410
PLAN &PROFILE - GRAMERCY DRIVE
-.
C411
PLAN & PROFILE - FOUNTAIN LANE
r'
C412
INTERSECTION & CUL-DE-SAC DETAILS
0 -
C413
INTERSECTION & CUL-DE-SAC DETAILS
C-500
OVERALL GRADING AND DRAINAGE PLAN - SOUTH
C-501
OVERALL GRADING AND DRAINAGE PLAN - NORTH
J !_
C-502
GRADING AND DRAINAGE PLAN
SwD-
C-503
GRADING AND DRAINAGE PLAN
C-504
GRADING AND DRAINAGE PLAN
C-505
GRADING AND DRAINAGE PLAN
C-506
GRADING AND DRAINAGE PLAN
C-607
GRADING AND DRAINAGE PLAN
C-508
GRADING AND DRAINAGE PLAN
C-509
BASIN 1 DETAIL
C-510
BASIN 2 DETAIL
C-511
BASIN 3 DETAIL..J`,t�
C-512
BASIN 4 DETAIL
C-600
STORM PROFILES
C-601
STORM PROFILES
C-602
CULVERT PLAN AND PROFILE
C-700
SITE DETAILS
C-701
SITE DETAILS
C-702
SITE DETAILS
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C-703
EROSION CONTROL DETAILS
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ROBERT L. CASH, P.E.
NC LICENSE No. 033448
DATE 10622/2017
DRAWN I HK
DESIGNED I JW
CHECKED I RC
PROJECT# I CALATL1603
SHEET TITLE
COVER SHEET
SHEET NUMBER
C-1 00

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DEMOLITION LEGEND
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ITEMS TO BE REMOVED (TBR)
PROPOSED DEMOLITION - BUILDING AND CONCRETE
PROPOSED DEMOLITION - VEGETATION TO BE
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- - PAVEMENT : - I I TO BE REMOVEDE I ( j
EX. 18"RCP, ,,�,, �, _. __--- -y- ----- - -- ---- ---- = ----- --
wv = 623.76 POTTER — — — — _ — — R — 4t_— __
---------- —� — --————- e-- — — — ——
RD SR 1357 _ _ _
-'1NV = 624.79 Q: 60' ,".,,�..,� -
( PUBLIC k/W) EX. OVERHEAD POWER �� pJiE —per ®� 0 ®4 Ft OHF —Y� o OHE ��®— —O E— -
- A LINE TO BE REMOVED R; W '� _ -" �."�®I I POTTER RD SR 1357 3 65' PUBLIC R/W EX. 18" RCP
st ,�
I I ( ) INV = 602.78
3. L6 �-.. v �,-,.,,- -3NV �602.22
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FRANKLIN W &
{ ALISON S HONEY Q-,ff / CDCG 3 MTH LP o o CDCG 3 MTH LP
ce % CASEY DENNY I I % CASEY DENNY
PIN# 06042012D Q _- a1 PIN# 06042195 EX. 150, PUKE I NERGY PIN# 06042195
ZONED: R-40>d Q" ZONED: R-40 R/W ZONED: R-40
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EXISTING CONDITIONS LEGEND
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SANITARY SEWER
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STORM PIPE
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EDGE OF PAVEMENT (EP)
---- - ---
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TREELINE
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POND
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CONTOURS
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EXISTING CONDITIONS NOTES
1. ALL WORK TO BE ACCOMPLISHED IN STRICT ACCORDANCE WITH ALL LOCAL
ORDINANCES, CITY AND STATE.
2. WITHIN THE SUBJECT PROPERTY, THE INTENT IS TO HAVE A CLEAN, CLEAR SITE,
FREE OF ALL EXISTING ITEMS NOTED TO BE REMOVED IN ORDER TO PERMIT THE
CONSTRUCTION OF THE NEW PROJECT.
3. ALL ITEMS NOTED TO BE REMOVED SHALL BE DONE SO AS PART OF THE CONTRACT
FOR GENERAL CONSTRUCTION.
4. CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND
UTILITIES PRIOR TO BEGINNING WORK, BOTH PUBLIC AND PRIVATE. CONTRACTOR IS
FULLY RESPONSIBLE FOR ALL UNDERGROUND UTILITIES AND SHALL REPAIR ANY
DAMAGE AS A RESULT OF THIS CONTRACT.
5. REMOVE ALL UTILITIES TO EXISTING STRUCTURES WHETHER SHOWN OR NOT. CUT
AND CAP ALL UNDERGROUND LINES AT THE PROPERTY LINE UNLESS OTHERWISE
NOTED. CONTACT ALL UTILITY COMPANIES PRIOR TO DISCONNECTION OR
DEMOLITION.
6. CONTRACTOR SHALL REMOVE ALL EXISTING TREES, CONCRETE, ASPHALT AND
OTHER EXISTING STRUCTURES INDICATED ON PLAN. CONTRACTOR SHALL DISPOSE
OF ALL DEBRIS TO AN APPROVED (LEGAL) OFF -SITE LOCATION.
7. FOR ALL ITEMS TO BE REMOVED - REMOVE NOT ONLY THE ABOVE GROUND
ELEMENTS, INCLUDE ALL UNDERGROUND ELEMENTS AS WELL, INCLUDING, BUT NOT
NECESSARILY LIMITED TO: FOUNDATIONS, GRAVEL FILLS, TREE ROOTS, OLD PIPE,
ETC.
8. BACKFILL ALL EXCAVATIONS RESULTING FROM THE DEMOLITION WORK TO MEET THE
REQUIREMENTS FOR FILL DETERMINED BY A SITE SOILS ENGINEER.
9. LIMITS OF REMOVAL SHOWN ON DEMOLITION PLAN ARE APPROXIMATE ONLY.
ACTUAL QUANTITIES MAY VARY DUE TO CONSTRUCTION ACTIVITIES. CONTRACTOR IS
RESPONSIBLE FOR ALL DEMOLITION, REMOVAL AND RESTORATION WORK
NECESSARY TO PERMIT CONSTRUCTION OF THE PROPOSED PROJECT.
10. PROTECT ADJACENT CURB, TREES, BUILDINGS, UTILITIES AND OTHER ITEMS TO
REMAIN FROM DAMAGE. CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIR AND/OR
PAYMENT OF ANY DAMAGED ITEM TO REMAIN.
11. SURVEYOR SHALL REPORT ANY ENCROACHMENTS OR DISCREPANCIES GENERATED
ON THIS CLEARING PLAN IMMEDIATELY TO ENGINEER FOR DECISION.
12. SURVEYOR SHALL VERIFY CLOSURE AND ACCURACY OF CURVE DATA PRIOR TO
COMMENCEMENT OF FIELD STAKING.
13. HATCHED AREA ON THIS PLAN INDICATES HEAVILY WOODED AREAS TO BE REMOVED
AND DEMOLITION ITEMS. CONTRACTOR SHALL MAKE EVERY EFFORT TO SAVE ANY
SPECIMEN TREES NEAR CLEARING LIMITS.
14. CONTRACTOR SHALL MAKE EVERY EFFORT TO SAVE ADDITIONAL TREES WHEREVER
POSSIBLE.
15. CLEARING LIMITS ON THE PLAN INDICATE THE EXTENT OF ALL MAJOR CLEARING
REQUIRED, CONTRACTOR IS ALSO RESPONSIBLE FOR ANY INCIDENTAL CLEARING
REQUIRED FOR MINOR DISCREPANCIES IN GRADE, UTILITY INSTALLATION, EROSION
CONTROL MEASURES, ETC.
16. CONTRACTOR SHALL COORDINATE UTILITY REMOVAL AND RELOCATIONS WITH ALL
UTILITY COMPANIES.
17. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE MAINTENANCE AND
PROTECTION OF TRAFFIC THROUGHOUT CONSTRUCTION TO AND FROM THE
ADJOINING PROPERTIES AND SHALL INSTALL TRAFFIC CONTROL DEVICES AND
SIGNAGE AS NECESSARY IN ACCORDANCE WITH STATE AND LOCAL REQUIREMENTS.
18. THE CONTRACTOR SHALL COORDINATE WITH THE SITE CONSTRUCTION MANAGER
FOR THE REMOVAL AND/OR RELOCATION OF EXISTING TREES.
19. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE RESTORATION OF ALL AREAS
DISTURBED BY CONSTRUCTION TO A CONDITION EQUAL TO OR BETTER THAN
EXISTING AND SHALL BE RESPONSIBLE FOR PHOTO -DOCUMENTATION OF
PRE -CONSTRUCTION CONDITIONS.
20. NO DEMOLITION PRIOR TO PRE CONSTRUCTION MEETING. DEMOLITION PRIOR TO
PRE CONSTRUCTION MEETING AND GRADING PERMIT WILL BE SUBJECT TO
IMMEDIATE CIVIL PENALTIES.
21. CONTRACTOR SHALL COORDINATE OBTAINING ALL NECESSARY DEMOLITION
PERMITS FROM THE VILLAGE OF WESLEY CHAPEL/UNION COUNTY AS NECESSARY.
22. CONTRACTOR SHALL COORDINATE WITH THE SITE GEOTECHNICAL ENGINEER FOR
EARTH DISTURBING AND SITE PREPARATION RECOMMENDATIONS. DEVELOPER
SHALL PROVIDE SITE GEOTECHNICAL ENGINEER AS NECESSARY.
23. CONTRACTOR TO ENSURE THAT EROSION CONTROL MEASURES ARE IN PLACE PRIOR
TO ANY CONSTRUCTION,
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ROBERT L. CASH, P.E.
NC LICENSE No. 033448
DATE
10612212017
DRAWN
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DESIGNED I JW
CHECKED I RC
PROJECT# I CALATL1603
SHEET TITLE
OVERALL EXISTING
CONDITIONS SOUTH
SHEET NUMBER
C-200

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HOMEOWNERS ASSC INC
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PIN# ZONED:
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DB 6592 PG 494 i � S
ZONED: R-40
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PIN# 06021003 V A 1
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STRUCTURE #: 143.7
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LARRY PERKINS&
JENNIFER HATLEY
POWER POLE (TBJ3)
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LIGHT POLE�nB
DB 1070 PG 598
PIN# 06021002A
ZONED: R-40
EXISTING CONDITIONS LEGEND
—M--OHE
OVERHEAD POWER
E
UNDERGROUND POWER
SS
SANITARY SEWER
wM—
WATER MAIN
C
GAS LINE
STM —
STORM PIPE
X
FENCE
RIGHT OF WAY
PROPERTY LINE
--_-•- '- --="-'
ADJACENT PARCEL LINE
— —
EASEMENT
- - - -
EDGE OF PAVEMENT (EP)
--- - -
GRAVEL DRIVE
TREELINE
---
STREAM
`—
POND
—
- - - - - - - -
CONTOURS
—
LIMITS OF CLEARING
EXISTING POWER POLE
EXISTING GUY WIRE
Xj
LIGHT POLE
®
MONITORING WELL
Q
SANITARY SEWER MANHOLE
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STORM STRUCTURE
.b-
FIRE HYDRANT
wv
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wM
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pp
FIBER OPTIC
EM
ELECTRIC METER
SIGN
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WETLANDS
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STREAM BUFFER AREA
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100 YEAR FEMA FLOODPLAIN AREA
DEMOLITION LEGEND
_. - --- -`` ITEMS TO BE REMOVED (TBR)
X
PROPOSED DEMOLITION - BUILDING AND CONCRETE
PROPOSED DEMOLITION - VEGETATION TO BE
CLEARED
ADJACENT PROPERTY NOTES (PIN06021006):
1. GRAVEL DRIVE FROM BILLY RAY DEESE PROPERTY
TO HUDSON CHURCH TO REMAIN THROUGHOUT
CONSTRUCTION UNTIL PROPOSED ACCESS HAS
BEEN CONSTRUCTED.
2. SEPTIC SYSTEM ASSOCIATED WITH BILLY RAY
DEESE PROPERTY TO REMAIN ACTIVE UNTIL
PROPOSED SANITARY AND WATER SERVICES TO
SITE HAVE BEEN INSTALLED AND CONNECTED.
3. CONTRACTOR TO COORDINATE WITH UNION
POWER COOPERATIVE TO ENSURE POWER TO
REMAIN ACTIVE TO BILLY RAY DEESE PROPERTY
UNTIL PROPOSED SERVICE HAS BEEN INSTALLED
AND CONNECTED.
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033448
ROBERT L. CASH, P.E.
NC LICENSE No. 033448
DATE ,
I 06/22/2017
DRAWN
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DESIGNED
I JW
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PROJECT# I CALATLI603
SHEET TITLE
OVERALL EXISTING
CONDITIONS
NORTH
SHEET NUMBER
C-201
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SETBACK
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FEMA 100 YEAR FLOODPLAIN
FEMA FLOODWAY
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Hydrologic Soil Group
Hydrologic Soil Group— Summary by Map Unit - Union County, North. Carolina (NC179)
Map unit symbol Map unit name
Rating
Acres in AOI Percent of AOI
BdB2 Badin channery silty clay
C
207 18 7%
loam, 2 to 8 percent
slopes, moderately
eroded
1
BdC2 Badin channery silty clay
C
32.2 29 1 %
loam, 8 to 15 percent
moderately
eroded
.slopes,
ChA Chewacla silt loam, 0 to
B/D
11.6 10 4%
2 percent slopes,
frequently Flooded
TbB2 Terms gravelly silty clay
B
46.1 41.7%
loam, 2 to 8 percent
slopes, moderately
eroded
Totals for Area of Interest
j 110.6 100.0%
Description
Hydrologic soil groups are based on estimates of runoff potential. Soils are
assigned to one of four groups according to the rate of water infiltration when the
soils are not protected by vegetation, are thoroughly wet, and receive precipitation
from long -duration storms.
The soils in the United States are assigned to four groups (A, B, C, and D) and
three dual classes (A/D, B/D, and C/D). The groups are defined as follows:
Group A. Soils having a high infiltration rate (low runoff potential) when thoroughly
wet. These consist mainly of deep, well drained to excessively drained sands or
gravelly sands. These soils have a high rate of water transmission.
Group B. Soils having a moderate infiltration rate when thoroughly wet. These
consist chiefly of moderately deep or deep, moderately well drained or well drained
soils that have moderately fine texture to moderately coarse texture. These soils
have a moderate rate of water transmission.
Group C. Soils having a slow infiltration rate when thoroughly wet. These consist
chiefly of soils having a layer that impedes the downward movement of water or
soils of moderately fine texture or fine texture. These soils have a slow rate of water
transmission.
Group D. Soils having a very slow infiltration rate (high runoff potential) when
thoroughly wet. These consist chiefly of clays that have a high shrink -swell
potential, soils that have a high water table, soils that have a claypan or clay layer
at or near the surface, and soils that are shallow over nearly impervious material.
These soils have a very slow rate of water transmission.
If a soil is assigned to a dual hydrologic group (A/D, B/D, or C/D), the first letter is
for drained areas and the second is for undrained areas. Only the soils that in their
natural condition are in group D are assigned to dual classes.
Rating Options
Aggregation Method: Dominant Condition
Component Percent Cutoff.- None Specified
Tie -break Rule: Higher
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033448
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ROBERT L. CASH, P.E.
NC LICENSE No. 033448
DATE 106122/2017
DRAWN I HK
DESIGNED I JW
CHECKED I RC
PROJECT If I CALATL1603
SHEET TITLE
SOIL CLASSIFICATION
SHEET NUMBER
C-21
0

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100 YEAR FEMA `r di --
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PROPERTY LINE
—
RIGHT-OF-WAY (ROW)
— — — — — — —
SETBACK
PARCEL LINE
CONCRETE SIDEWALK
BACK OF CURB (FC)
EDGE OF PAVEMENT (EP)
—
CENTER LINE OF PAVEMENT
— — — —
STORMWATER EASEMENT
— — — —
SANITARY SEWER EASEMENT
— - — -- —
CREEK
—'—
POND
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100' PERENNIAL STREAM BUFFER
--- —
LANDSCAPE BUFFER
13�
LOT NUMBER AND SIZE
40,087 SF
LOT NUMBER AND SIZE
STREAM BUFFER AREA
fI
100 YEAR FEMA
FLOODPLAIN AREA
/
WETLANDS
E, L
TREE SAVE AREAS
SEE SHEET C-401 AND C-402 FOR ADDITIONAL
SITE PLAN INFORMATION
1. ALL CONNECTIONS TO PUBLIC ROADWAY SHALL BE IN STRICT
ACCORDANCE WITH TOWN OF WESLEY CHAPEL, UNION COUNTY,
AND NCDOT STANDARDS FOR MATERIALS AND CONSTRUCTION.
2. ALL CONCRETE CURB SHALL BE VALLEY CURB & GUTTER UNLESS
OTHERWISE NOTED. SEE DETAIL 3 SHEET C-700.
3. ALL PAVEMENT AREAS TO BE FLEXIBLE ASPHALT PAVEMENT, SEE
DETAIL 9 SHEET C-700.
4. SIGHT TRIANGLES SHOWN ARE MINIMUM REQUIRED.
5. REFER TO NCDOT STANDARD DETAIL 848.05 FOR CURB RAMP
DESIGN AND LOCATION.
6. THE CONTRACTOR SHALL MAINTAIN TRAFFIC AT ALL TIMES WHEN
WORKING WITHIN EXISTING STREETS. THE CONTRACTOR SHALL
PLACE AND MAINTAIN SIGNS, DANGER LIGHTS, AND BARRICADES
AND FURNISH WATCHMEN OR FLAGMEN TO DIRECT TRAFFIC IN
ACCORDANCE WITH THE LATEST EDITION WORK AREA TRAFFIC
CONTROLHANDBOOK(WATCH).
7. ALL COMMON OPEN SPACE (GENERAL, BMP & LANDSCAPE BUFFER)
TO BE MAINTAINED BY THE ADDINGTON CROSSING HOMEOWERS'
ASSOCIATION (HOA).
8. ALL UTILITY LINES (ELECTRIC, WATER, SEWER, TELEPHONE, CABLE,
AND GAS) SHALL BE LOCATED UNDERGROUND UNLESS
OTHERWISE NOTED.
r
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ROBERT L. CAS
NC LICENSE No. 033448
DATE 106/22/2017
DRAWN I HK
DESIGNED I JW
CHECKED I RC
PROJECT# I CALATL1603
SHEET TITLE
OVERALL SITE PLAN
SHEET NUMBER
C-400

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,j 105 I 11 Ilm ao,17z sF of I _ — — i _ zao.00'
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I I¢ 29 NI I i — — ( TRIANGLE
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m
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' 195.00' 120 Z TRIANGLE
COMMON OPEN SPACE — — — — — — —
w �-- "_._- 175.00, 182.51' _� 213.14' 225.00'-...
- (LANDSCAPE BUFFER) N LL 70' x 10' C
-.. W - — _ --- --...-.. —.. 35' x 35' ` x (LANDSCAPE BUFF _ SIGHT OMMON OPEN SPACE
m PROPOSED w I OWER POLE COMMON OPEN SPACE (LA ER)
.,., TRIANGLE R35' i-. SIGHT SIGHT
GUY WIRE m LL TRUCTURE #: 155.0 (LANDSCAPE BUFFER)
, A ] I I � TRIANGLE .TRIANGLE �
LOCATION m w w ,,,� ,,,�,
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SR 1357 —
(60' PUBLIC R/W) jy — — _ — OILIot1E — — ®c ®o — — �p79 ®oNF —�® —a oHE oHE—
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r40' REAR SETBACK,
I I
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rnl MIN. I
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MINIMUM LOT DIMENSION
N.T.S
3
LEGEND
SHEET MATCHLINE
PROPERTY LINE
RIGHT-OF-WAY (ROW)
— — — — — — —
SETBACK
PARCEL LINE
CONCRETE SIDEWALK
BACK OF CURB (FC)
EDGE OF PAVEMENT (EP)
—
CENTER LINE OF PAVEMENT
— — —
STORMWATER EASEMENT
— — —
SANITARY SEWER EASEMENT
----
CREEK
—--
POND
100' PERENNIAL STREAM BUFFER
— - --
�13
LANDSCAPE BUFFER
LOT NUMBER AND SIZE
40,087 SF
LOT NUMBER AND SIZE
STREAM BUFFER AREA
�.
100 YEAR FEMA
FLOODPLAIN AREA
WETLANDS
-
TREE SAVE AREAS
NOTE:
PRELIMINARY LOCATIONS SHOWN FOR RELOCATED
POWER POLES. CONTRACTOR TO COORDINATE WITH UNION POWER
COOPERATIVE FOR FINAL LOCATION.
1. ALL CONNECTIONS TO PUBLIC ROADWAY SHALL BE IN STRICT
ACCORDANCE WITH TOWN OF WESLEY CHAPEL, UNION COUNTY,
AND NCDOT STANDARDS FOR MATERIALS AND CONSTRUCTION.
2. ALL CONCRETE CURB SHALL BE VALLEY CURB & GUTTER UNLESS
OTHERWISE NOTED. SEE DETAIL 3 SHEET C-700.
3. ALL PAVEMENT AREAS TO BE FLEXIBLE ASPHALT PAVEMENT, SEE
DETAIL 9 SHEET C-700.
4. SIGHT TRIANGLES SHOWN ARE MINIMUM REQUIRED.
5. REFER TO NCDOT STANDARD DETAIL 848.05 FOR CURB RAMP
DESIGN AND LOCATION.
6. THE CONTRACTOR SHALL MAINTAIN TRAFFIC AT ALL TIMES WHEN
WORKING WITHIN EXISTING STREETS. THE CONTRACTOR SHALL
PLACE AND MAINTAIN SIGNS, DANGER LIGHTS, AND BARRICADES
AND FURNISH WATCHMEN OR FLAGMEN TO DIRECT TRAFFIC IN
ACCORDANCE WITH THE LATEST EDITION WORK AREA TRAFFIC
CONTROLHANDBOOK(WATCH).
7. ALL COMMON OPEN SPACE GENERAL BMP & LANDSCAPE
E BUFFER)
TO BE MAINTAINED BY THE ADDINGTON CROSSING HOMEOWERS'
ASSOCIATION (HOA).
8. ALL UTILITY LINES (ELECTRIC, WATER, SEWER, TELEPHONE, CABLE,
AND GAS) SHALL BE LOCATED UNDERGROUND UNLESS
OTHERWISE NOTED.
I, ROBERT CASH, A DULY REGISTERED PROFESSIONAL ENGINEER,
LICENSED IN THE STATE OF NORTH CAROLINA, DO HEREBY CERTIFY
THAT THE DRAINAGE EASEMENTS SHOWN ON THIS PLAT ARE
SUFFICIENT TO CARRY THE ONE HUNDRED (100) YEAR STORM
RUNOFF
WITHIN THE EASEMENT LIMITS SHOWN.
N.C. P.E. #: 033448 DATE: 05/30/2017
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033448
p0GINEE.0
ROBERT L. CASH,
P.E.
NC LICENSE No. 033448
DATE
106/22/2017
DRAWN
I HK
DESIGNED
I JW
CHECKED
I RC
PROJECT#
I CALATL1603
SHEET TITLE
SITE PLAN -
SOUTH
SHEET NUMBER
C-401

SI ti b �
70N
d'
POWER POLE
I STRUCTURE #: 157.0
I I 70' x 10'
I I SIGHT
TRIANGLE
HUDSON CHURCH RD SR 1356 I «�
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I SANITARY SEWER
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PROP ED 10
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,SANITARY SEWER
EASEMENT
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40.094 SF / 106 YEAR FEMA
i
FLOODPLAIN
34SF2 40,9%/ �>p DINA
NTO/'ASEME
fp2- -* //Y op
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/ 35' x 35' / /8g. /
SIGHT i \ /G6 / \ p' 42
TRIANGLE 13a �% \ / 9ti' / ti .A* w _ _. 40,306 SF
ti
40,92299SF
47
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40,100
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40, 52 SF ' 11 cl 11 r'x/ \�
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42,000 SF
I
40N OPEN SPACE' `
(GENERAL)
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40,120SF \ \ \ EX OB2 \NG 51N0\PN ,,./'.. •.
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HUDSON CHURCH ROAD TYPICAL SECTION
N.T.S
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R g� 37
„'.. 4o,87799SF
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r40,022SF �l 1 Ir
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43,433 SF ,y
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25'-0"
5,-0„ 1 51-01, 12-4
CONCRETE
SIDEWALK
11'-0"
50'-0'
T OF WAY
11'-0"
25'-0"
ADDINGTON CROSSING ROADWAY TYPICAL SECTION
N.T.S
j
EN SPACE,
i
SIDEWALK
A:a �KEarNI
VALLEY CURB & GUTTER
(SEE DETAIL 3 SHEET C-700)
r40' REAR SETBACK,
I
I
40,000 SF
MIN.
I I
I50' FRONT SETBACK)
_ 120' MIN.
MINIMUM LOT DIMENSION
N.T.S
LEGEND
SHEET MATCHLINE
PROPERTY LINE
— —
RIGHT-OF-WAY (ROW)
— — — — — — —
SETBACK
PARCEL LINE
CONCRETE SIDEWALK
BACK OF CURB (FC)
EDGE OF PAVEMENT (EP)
—
CENTER LINE OF PAVEMENT
—
STORMWATER EASEMENT
—
SANITARY SEWER EASEMENT
-- —
CREEK
POND
—
- -
100' PERENNIAL STREAM BUFFER
-- -- --
LANDSCAPE BUFFER
13
LOT NUMBER AND SIZE
40,087 SF
LOT NUMBER AND SIZE
_
STREAM BUFFER AREA
100 YEAR FEMA
FLOODPLAIN AREA
WETLANDS
TREE SAVE AREAS
INDEX MAP
N.T.S ak
NOTE:
PRELIMINARY LOCATIONS SHOWN FOR RELOCATED
POWER POLES. CONTRACTOR TO COORDINATE WITH UNION POWER
COOPERATIVE FOR FINAL LOCATION.
1. ALL CONNECTIONS TO PUBLIC ROADWAY SHALL BE IN STRICT
ACCORDANCE WITH TOWN OF WESLEY CHAPEL, UNION COUNTY,
AND NCDOT STANDARDS FOR MATERIALS AND CONSTRUCTION.
2. ALL CONCRETE CURB SHALL BE VALLEY CURB & GUTTER UNLESS
OTHERWISE NOTED. SEE DETAIL 3 SHEET C-700.
3. ALL PAVEMENT AREAS TO BE FLEXIBLE ASPHALT PAVEMENT, SEE
DETAIL 9 SHEET C-700.
4. SIGHT TRIANGLES SHOWN ARE MINIMUM REQUIRED.
5. REFER TO NCDOT STANDARD DETAIL 848.05 FOR CURB RAMP
DESIGN AND LOCATION.
6. THE CONTRACTOR SHALL MAINTAIN TRAFFIC AT ALL TIMES WHEN
WORKING WITHIN EXISTING STREETS. THE CONTRACTOR
C OR SHALL
PLACE AND MAINTAIN SIGNS, DANGER LIGHTS, AND BARRICADES
AND FURNISH WATCHMEN OR FLAGMEN TO DIRECT TRAFFIC IN
ACCORDANCE WITH THE LATEST EDITION WORK AREA TRAFFIC
CONTROL HANDBOOK(WATCH).
7. ALL COMMON OPEN SPACE (GENERAL, BMP & LANDSCAPE BUFFER)
TO BE MAINTAINED BY THE ADDINGTON CROSSING HOMEOWERS'
ASSOCIATION (HOA).
8. ALL UTILITY LINES (ELECTRIC, WATER, SEWER, TELEPHONE, CABLE,
AND GAS) SHALL BE LOCATED UNDERGROUND UNLESS
OTHERWISE NOTED.
SPECIAL POND NOTE:
REMOVAL OF THE ON -SITE SMALL WATER CONTROL STRUCTURE FOR
THE EXISTING POND, WILL BE CONDUCTED IN THE DRY AND IN
COMPLIANCE WITH NATIONWIDE PERMIT NO. 27.
I, ROBERT CASH, A DULY REGISTERED PROFESSIONAL ENGINEER,
LICENSED IN THE STATE OF NORTH CAROLINA, DO HEREBY CERTIFY
THAT THE DRAINAGE EASEMENTS SHOWN ON THIS PLAT ARE
SUFFICIENT TO CARRY THE ONE HUNDRED (100) YEABSiOfipA RUNOFF
WITHIN THE EASEMENT LIMITS SHOWN....,
N.C. P.E. #: 033448 DATE: 05/30/2017 ; j, �,,✓,
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SEAL
033448
�O:NGI
ROBERT L. CASH, P.E.
NC LICENSE No. 033448
DATE 10622/2017
DRAWN I HK
DESIGNED I JW
CHECKED I RC
PROJECT# I CALATL1603
SHEET TITLE
SITE PLAN - NORTH
SHEET NUMBER
C-402

5,:
0 1
0- L
x
" MATCHLINE - SHEET C-501
C
MATCHLINE - SHEET C-500
610
.' POW
ER i
�s .... o o
04
640 - %": _/V A AV\
POWER POLE
`- STRUCTURE #: 141.0
, 0 �\
OWER POLE I A \ LOT 16 V \ QIp- � -
150 UKEENERGY \
258QG STRUCTURE # 156.0 EX. ` D = 608.95
o RIW o ...FPE = 593.77
....# ..0
b0 / �MOR OEppN 311 I -" DB 31 PG 71
I \
/ ON
(MOR LNG START �� \
EX.,DRIVEWAY EASEMENT / _ / /ON. UP ROT ( M80))
600, / / LOT 15
PAD = 610.30 \ o
�ROPOSE� TREINE FPE = 593.54I
635 o /
o� POWER POLE
-� 0�,6 � ' STRUCTURE #: 140.0vy
9
EX. FENCE �_ _ 1 w w I LOT 14 P"EcS�'
630 _ �� o o PAD = 609.90 P
.. FPE = 593.54
x / _. � ' EX. GRAVEL DRIVEWAY
LP 15 \
w -
EX. , - a i EX. WETLANDS-0 610
INTERMITTENT.." .620 - ,
STREAM Lon. n a �. 605 EX. WETLANDS
�. � i -� / '^w, f ;,% J- 'r �-i-✓"`:- �v, ^t ' .�-r•*�--7:..7� 1'7' 1,_1. T X "'-'°�'-.',�_�„� �.-,_. , ., may, � .
r �
`\ NOTE: DUKE. GUIDELINES AND
RESTRICTIONS STATE THAT
O STRUCTURES OF ANY KIND
E TALLOWED WITHIN { r
D 0 _ I
. EXPERENNIAL J -/
1 / STREAM
QP�NG WALL ..
\� \� LOT
F E = 58 5
I
9
...FEMA FLOODWAY.
EX. PERENNIAL STREAM'
100YEARFEMA
`FLOODPLAIN
LEGEND
SHEET MATCHLINE
R�
PROPERTY LINE
RIGHT-OF-WAY (ROW)
- _--
ADJACENT PARCEL LINE
- -
RIGHT-OF-WAY (ROW)
- - - - - - -
SETBACK
PARCEL LINE
X
FENCE LINE
BACK OF CURB (FC)
EDGE OF PAVEMENT (EP)
-
CENTER LINE OF PAVEMENT
- -
EASEMENT
- OHE- -
OVERHEAD POWER LINE
1
OVERHEAD POWER STRUCTURE
- -
FEMA 100 YEAR FLOODPLAIN
FEMA FLOODWAY
- - -
CREEK
POND
-
-
DITCH CENTERLINE
- -
LANDSCAPE BUFFER
RETAINING WALL -.-
CONTOURS
STM
STORM PIPE > ==
RIPRAP cap
HEADWALL W
TREELINE
iuj
STREAM BUFFER
%
WETLANDS
"
i , ,Y
CONCRETE SIDEWALK
a'
LOT 28
PARCEL NUMBER AND PAD ELEVATION
-- PAD = 625.45
----
o INDEX MAP "
IrtTEaMI17NT - - - I GRADING NOTES
605 STREAM r' I I" BIORENTENTION
--- BASIN #2 - - 1. TOPOGRAPHIC SURVEY & BOUNDARY VERIFICATION BY GPA PROFESSIONAL LAND
610DATED JULY 2016.
- � ICI I � SURVEYORS,
628 9 II" I 1 I 2. ALL PROPOSED CONTOURS AND SPOT ELEVATIONS REPRESENT THE TOP BACK OF
10,13ASEM I I 1 w w I I I I CURB ELEVATION UNLESS OTHERWISE NOTED.
_`= 2==^==(k� o o ' I o I PAD = 610.40 I o iOo.
3. EXISTING AND PROPOSED CONTOURS ARE AT ONE FOOT INTERVALS
,.` ✓ LOTS
_. � � 1 4. NO SOIL DISTURBANCE OR COMPACTION CONSTRUCTION MATERIALS TRAFFIC,
30-
/ / 7 - I ( I = I I LOT 10 I :SWALE #6 - I TRENCHING, OR OTHER LAND DISTURBING ACTIVITY SHALL BE PERMITTED BEYOND
PAD 630.55
FPE = 610.05/�' I LIMITS OF DISTURBANCE.
EX. FENCE 5. CONTRACTOR TO COORDINATE ALL CURB AND STREET GRADES IN INTERSECTION WITH
!06,_ 3 - - - �- y� � 737� PAD = 614 1 _ - - - INSPECTOR AND NCDOT.
CRAWL
6. OWNER SHALL EMPLOY THE SERVICES OF AN INDEPENDENT TESTING LABORATORY
r _
:.•�- -' � - - _ ITL TO DETERMINE THE SUITABILITY OF THE SOILS FOR INTENDED USE. CONTRACTOR
_ ' -=-•�.a- - -•-- �--:1:- • -- ° � LOT 25 SHALL SCHEDULE THESE SERVICES. UNSUITABLE SOIL SHALL BE UNDERCUT AS
2 '�� � � 15- :.. I � I PAD = 612.70 I DIRECTED BY THE ITL, REPLACED, AND COMPACTED WITH APPROVED FILL MATERIAL.
E ND D VE PE=593.54
3
F
I I IS NOT -r LOB' 4 - 1 -- 3 ' " � � ti �, -0 " ' I I 7 PROPERTIE, APPROVAL S. WHEN FIELD CONDITIONS IIONS WARRANT OFF -SITE GRADING, WRITTEN
' \ PAD = 630.35 LOT 3 34 - .. _. , ^ ,. PERMISSION MUST BE OBTAINED FROM AFFECTED PROPERTY OWNERS.
•` FPE = 610.05 _ _ dp w w
L. I LOT y'- I r���... o o - J
.` _. --
.,= SWALE #1 �* FPE = 610.05 - - - = - - - - - - ? L - 8, ALL CUT SLOPES ARE TO BE 2:1 MAXIMUM GRADE, UNLESS OTHERWISE NOTED IN
PLANS AND DETAILS.
LOT1
PAD - 1 LOT 30
\ 1 2 I I I ,' FPE = 610.05 PAD = 633.30 I I PAD,= 631.60 LOT 28 - - - 14 - , ' I 9. IN ORDER TO ENSURE PROPER DRAINAGE, KEEP A MINIMUM OF 0.5% SLOPE ON CURB.
FPE = 602.50 I
I I FPE ^602.50 PAD = I I -
I I I FPE= s2545 - LOT 27 I I LOT 26 - 10. CONTRACTOR TO COORDINATE ROOF DRAIN CONNECTIONS TO BUILDING WITH
I I I w 02.50 N IN PAD = 614.30 i I PAD = 612.90 i I ARCHITECTURAL PLANS.
FPE = 593.54 I FPE = 593.54- I
S ALE #2 _ 3 = i I x 11. THE CONTRACTOR SHALL IMMEDIATELY REPORT TO OWNER ANY DISCREPANCIES
L - _ ��� o I FOUND BETWEEN ACTUAL FIELD CONDITIONS AND CONSTRUCTION DOCUMENTS AND
I I
- SHALL WAIT FOR INSTRUCTION PRIOR TO PROCEEDING.
�,- -�-� ALE#3 ,' = O ------I" �-- --J �------ --- -
'''PROPOSED -�_ : 0 POWER PO_ E - - - - I 12. THE CONTRACTOR SHALL BLEND NEW EARTHWORK SMOOTHLY TO TRANSITION BACK
I
i �-I '._ _. i D_ '1- --I- STRUCTURE#: 155.0 -...
-- 4DITCH .._--... ..- . TO EXISTING GRADE, INCLUDING ANY GRADING WORK PERFORMED IN THE
--'� �--
„�, RIGHT-OF-WAY
_ W
13. THE CONTRACTOR SHALL ENSURE POSITIVE DRAINAGE SO THAT RUNOFF WILL DRAIN
-� -` -"^ BY GRAVITY FLOW ACROSS NEW PAVEMENT AREAS TO NEW OR EXISTING DRAINAGE
- - - INLETS OR SHEET OVERLAND.
` EX. 18" RCP _ - - . m,,._ .: _ TH�
,..
INV = 623.76 POTTER RD SR 1357 -,. �' ""' �T` ' H.. ---OHE - _ 14. THERE SHALL BE NO STANDING WATER BEFORE PERMANENT SEEDING OF PARCELS.
.. "INV = 624.79 (6O' PUBLIC RNV rt '�`� ^'� OJT - - - -� t;''rr"` '"^ ®" •+ r. ^" 15, SEDIMENT AND EROSION CONTROL MEASURES SHALL BE MAINTAINED THROUGHOUT
�wLr THIS DEVELOPMENT AS INDICATED ON SHEET (-300 THRU C-3 )
POTTER RD SR 1357
EX. t8" RCP S C
.-635 I 65L PUBLIC RNV) ,_ INV = 602.78 605 16. ALL PADS ARE SLABS UNLESS OTHERWISE NOTED. _.....G:: ._ ._ .:::z:.1M
v02
I I � c _ r: _ � 07
o o 60S . LIMITS OF CLEARING SHOWN ON GRADING PLAN AS LIMITS OF DISTURBANCE ARE
BASED UPON THE APPROXIMATE CUT AND FILL SLOPE LIMITS, OR OTHER GRADING
Q A REQUIREMENTS.
cj
18. SEE UTILITY PLANS FOR EASEMENT LOCATIONS.
A0V
J19. ALL UTILITY LINES (ELECTRIC, WATER, SEWER, TELEPHONE, CABLE, AND GAS) SHALL BE
_.._ I I LOCATED UNDERGROUND.
20. ALL GRADING WITHIN DUKE ENERGY TRANSMISSION RAW SHALL COMPLY WITH
o
I - GUIDELINES & RESTRICTIONS, AS WELL AS MI
NIMUM APPROACH DISTANCE WHICH IS
1. I I 595 AN OSHA REGULATION.
ADA ACCESSIBLE ROUTE INSTRUCTIONS TO CONTRACTOR
I, ROBERT CASH, A DULY REGISTERED PROFESSIONAL ENGINEER,
LICENSED IN THE STATE OF NORTH CAROLINA, DO HEREBY CERTIFY 1. ALL CURB RAMPS AND SIDEWALKS SHALL BE CONSTRUCTED IN FULL COMPLIANCE WITH
THAT THE DRAINAGE EASEMENTS SHOWN ON THIS PLAT ARE THE REQUIREMENTS OF THE AMERICANS WITH DISABILITIES ACT (ADA) OF 1990,
SUFFICIENT TO CARRY THE ONE HUNDRED (100) YEAR STORM RUNOFF INCLUDING ALL SUPPLEMENTS AND REPLACEMENT DRAWINGS ISSUED THERETO. ALL
WITHIN THE EASEMENT LIMITS SHOWN. SIDEWALKS SHALL BE CONSTRUCTED WITH A MAXIMUM CROSS -SLOPE OF 2.0% PER
FOOT.
N.C. P.E. #: 033448 DATE: 05/30/2017
2. THE CONTRACTOR SHALL BLEND NEW EARTHWORK SMOOTHLY TO TRANSITION BACK TO
EXISTING GRADE, INCLUDING ANY GRADING WORK PERFORMED IN THE RIGHT-OF-WAY.
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�.• H CA R�'�D6122/2017
033448
ROBERT L. CASH, P.E.
NC LICENSE
No. 033448
DATE
06/22/2017
DRAWN
HK
DESIGNED
JW
CHECKED
I RC
PROJECT#
I CALATL1603
SHEET TITLE
OVERALL GRADING
AND DRAINAGE PLAN -
SOUTH
SHEET NUMBER
C-500

&5 3
o a
d d
6p5 . LEGEND
\ I SHEET MATCHLINE
PROPERTY LINE
_.- ` - i\ i•. -_ RIGHT-OF-WAY (ROW)
ADJACENT PARCEL
E
RIGHT-OF-WAY (ROW)
- - - - - - - SETBACK
PARCEL LINE
X FENCE LINE
590 BACK OF CURB (FC)
\ \ EDGE OF PAVEMENT (EP)
\ - •\ \ - CENTER LINE OF PAVEMENT
EASEMENT
-
._.. OHE OVERHEAD POWER LINE
OVERHEAD POWER STRUCTURE
� '� cs �, s, `• S' .- - - - _ - s - -FEMA 100 YEAR FLOODPLAIN
FEMA FLOODWAY
_: o _... _.. _......_ CREEK
\ -... ...- POND
i / - -- - - SOS - DITCH CENTERLINE
\ -- ---- LANDSCAPE BUFFER
a
YaZ RETAINING WALL o _ I
CONTOURS
' EX. FENCE •` _� - STM STORM PIPE N.,
_ _ '' A• x �•. RIPRAP} h.
HEADWALL
STREAM BUFFER
WETLANDS•'IL
CONCRETE SIDEWALK
LOT 28 PARCEL NUMBER AND PAD ELEVATION
PAD = 625.45
FEMA FL OODWAY
g \
;
100 YEAR FEMA
FLOODPLAIN
6.
p� yP�y��t�,
s,.. POWER POLE d`ilN<7 ��
\ \
STRUCTURE #: 157.0 o
I I -EX. 24" RCP
`r
INV=608.35 / / / p� O BASIN#4 g' A�
���� N
PN�
, \ EX
I \ IND MAP
I = OO ro / \1 \ ...: N.T.S
HUDSON CHURCH RD SR 1356 I'
(50 PUBLIC R/W) I o o ' GRADING NOTES
01,51 1. TOPOGRAPHIC SURVEY & BOUNDARY VERIFICATION BY GPA PROFESSIONAL LAND
SURVEYORS DATED JULY 2016.
^�- ..�.. �.... X` -� _ ,X d1 1y •` 5g4 - /
- / O Ory. O ' 1',. \ �, 2. ALL PROPOSED CONTOURS AND SPOT ELEVATIONS REPRESENT THE TOP BACK OF
/ �\ / O P� o, / } CURB ELEVATION UNLESS OTHERWISE NOTED.
EX. FENCE ._� INV=612.30 wlNVtifi07.2� 3 \ V /.. / -. / ,.,i s/O�p gy / �_
- HE
z x � O 0 / / \ _. � A / � �. p ��, � 3. EXISTING AND PROPOSED CONTOURS ARE AT ONE FOOT INTERVALS
iTJ xFpF 60y3 / �'., 0 \\ py O / / bQ0 1 POWER POLE ':\ �� SHE % 4. NO SOIL DISTURBANCE OR COMPACTION, CONSTRUCTION MATERIALS, TRAFFIC, P \ . So, S \ \ _. O\ oy? � / p0 O Q : STRUCTURE #: 143.5 j y C J TRENCHING, OR OTHER LAND DISTURBING ACTIVITY SHALL BE PERMITTED BEYOND
LIMITS OF DISTURBANCE.
I SWALE
EX. WETLANDS
xO,L •'Q Q6 y� I.. / j / / O E /'`, 5. CONTRACTOR TO COORDINATE ALL CURB AND STREET GRADES IN INTERSECTION WITH
I. _ II \ / _ l Fp 6 \ \ �t / `G \ PROPOSED N
TREELINE ONE, INSPECTOR AND NCDOT.
I
I _ ! { / / / 4y / Q\ / / ,X9°j g0 \ \ \ \ oNE/ / / / . 6. OWNER SHALL EMPLOY THE SERVICES OF AN INDEPENDENT TESTING LABORATORY
g' �
Ti' - / P, 931\ \ \ \ Gy OZ tiOoyO'90 \ \ \ \ \ / / / ONE/ / rr ` `\ (ITL) TO DETERMINE THE SUITABILITY OF THE SOILS FOR INTENDED USE. CONTRACTOR
` - & �, •' \ QP�% SHALL SCHEDULE THESE SERVICES. UNSUITABLE SOIL SHALL BE UNDERCUT AS
JJYJr� DIRECTED BY THE I AND COMPACTED WITH APPROVED FILL
�i. ., TL REPLACED A MATERIAL.
68 258 Sj APPROVAL OF THIS PLAN IS NOT AN AUTHORIZATION TO GRADE ADJACENT
ell. DB O �pN / PROPERTIES. WHEN FIELD CONDITIONS WARRANT OFF -SITE GRADING, WRITTEN
0 ,yy N,OR MN j PERMISSION MUST BE OBTAINED FROM AFFECTED PROPERTY OWNERS.
P j l OE 931 y / / /
RPi1' 8. ALL CUT SLOPES ARE TO BE 2:1 MAXIMUM GRADE, UNLESS OTHERWISE NOTED IN
4 /
s�osos 30'�O�` \ PLANS AND DETAILS.
- \ STREAM '�-,,t!!.! /L��` 9. IN ORDER TO ENSURE PROPER DRAINAGE, KEEP AMINIMUM OF 0.5%SLOPE ON CURB.
s� SETBACK EX. PEKEI°yam cTR , r / /
?u; s FROM T08 \ I �� HE rj ! ! i ,r \ \ / PgOOT 3S l l 1 X'0_6°56° \ �- / i \x pN� // / \ t 10. CONTRACTOR TO COORDINATE ROOF DRAIN CONNECTIONS TO BUILDING WITH
O ARCHITECTURAL PLANS.
101 ! !."! ! i" ! V LOT 36 P �� i
W �' DB P 8 \'r y \.607.05 1 / \ _. j /\ NOTE: DUKE UIDEtfN` yAND 11. THE CONTRACTOR SHALL IMMEDIATELY REPORT TO OWNER ANY DISCREPANCIES
4 w 2 I MO IN *T /'! ! !:! , ,/ / / / FPE 56556 / : G yG. � FOUND BETWEEN ACTUAL FIELD CONDITIONS AND CONSTRUCTION DOCUMENTS AND
1r w - ( gp� , . / / NE / / RESTRICTION � TA��E THAT i
/ ' E / NO STRUC URESAF ANY KIND_ // ` SHALL WAIT FOR INSTRUCTION PRIOR TO PROCEEDING.
a w ¢ bAKB�p T• �! POND ` _ ON / \ /
N N N w I ':� (TO BE VED .\ - • / / / 1 / /� ARE NO ALLf ED WITHIN . _ \� 12. THE CONTRACTOR SHALL BLEND NEW EARTHWORK SMOOTHLY TO TRANSITION BACK
I \ / E/ DUKE FOR LOTS 3 - ; . \... 8°. 8o TO EXISTING GRADE, INCLUDING ANY GRADING WORK PERFORMED IN THE
BY.L�THER `.. S \\ -..,/ / EX. WETLANDS / �ONH�/ �/ POWER POLE /
RUCTURE M 143.0 0 Oy OQ' 0, �"- ; r '�'i /. i . /5 `� RIGHT-OF-WAY.
60 h 'o `� "� 13. THE CONTRACTOR SHALL ENSURE POSITIVE DRAINAGE SO THAT RUNOFF WILL DRAIN
BY GRAVITY FLOW ACROSS NEW PAVEMENT AREAS TO NEW OR EXISTING DRAINAGE
INLETS OR SHEET OVERLAND.
MATCHLINE - SHEET C-501 o o I \ \' ;`` �- / , . oH' / r, '/ -' �l� / 14. THERE SHALL BE NO STANDING WATER BEFORE PERMANENT SEEDING OF PARCELS.
15. SEDIMENT AND EROSION CONTROL MEASURES SHALL BE MAINTAINED THROUGHOUT
605...,, - /- `�, NOTE: DUKE -GUIDELINESAND
' THIS DEVELOPMENT AS INDICATED ON SHEETS (C-300 THRU C-307)
MATCHLINE - SHEET C-500 I I ��.�� , ��N N RESTRICTIONS STATE THAT ; / y I
O STRUCTURES OF ANY KIND
/ .i
- - 61G RE OT ALLOWED WITHIN' 16. ALL PADS ARE SLABS UNLESS OTHERWISE NOTED.
i
0 i{ ` ,... . / 17. LIMITS OF CLEARING SHOWN ON GRADING PLAN AS LIMITS OF DISTURBANCE ARE
/ ` \ �� t x . ` •> 1 f 7� �� / �� BASED UPON THE APPROXIMATE CUT AND FILL SLOPE LIMITS, OR OTHER GRADING
0 0 / ` >/ONNE/ POWER, POL V REQUIREMENTS.
' 18. SEE UTILITY PLANS FOR EASEMENT LOCATIONS.
I, ROBERT CASH, A DULY REGISTERED PROFESSIONAL ENGINEER, 19. ALL UTILITY LINES (ELECTRIC, WATER, SEWER, TELEPHONE, CABLE, AND GAS) SHALL BE
LICENSED IN THE STATE OF NORTH CAROLINA, DO HEREBY CERTIFY LOCATED UNDERGROUND.
THAT THE DRAINAGE EASEMENTS SHOWN ON THIS PLAT ARE
SUFFICIENT TO CARRY THE ONE HUNDRED (100) YEAR STORM RUNOFF 20. ALL GRADING WITHIN DUKE ENERGY TRANSMISSION RIW SHALL COMPLY WITH
WITHIN THE EASEMENT LIMITS SHOWN. GUIDELINES & RESTRICTIONS, AS WELL AS, MINIMUM APPROACH DISTANCE WHICH IS
AN OSHA REGULATION.
N.C. P.E. M 033448 DATE: 05/30/2017
ADA ACCESSIBLE ROUTE INSTRUCTIONS TO CONTRACTOR
1. ALL CURB RAMPS AND SIDEWALKS SHALL BE CONSTRUCTED IN FULL COMPLIANCE WITH
THE REQUIREMENTS OF THE AMERICANS WITH DISABILITIES ACT (ADA) OF 1990,
INCLUDING ALL SUPPLEMENTS AND REPLACEMENT DRAWINGS ISSUED THERETO. ALL
SIDEWALKS SHALL BE CONSTRUCTED WITH A MAXIMUM CROSS -SLOPE OF 2.0% PER
FOOT.
2. THE CONTRACTOR SHALL BLEND NEW EARTHWORK SMOOTHLY TO TRANSITION BACK TO
EXISTING GRADE, INCLUDING ANY GRADING WORK PERFORMED IN THE RIGHT-OF-WAY.
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ROBERT L. CASH, P.E.
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No. 033448
DATE
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DRAWN
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DESIGNED
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PROJECT#
I CALATL1603
SHEET TITLE
OVERALL GRADING
AND DRAINAGE PLAN -
NORTH
SHEET NUMBER
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(SEED TAIL 2 SHEET C-702) / F 73 LFF CENTERLINE ZERTLRLINE _
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y / WALE #4 @ 2.00% qq TREATMENT TREATMENT CENTERLINE - - - - _ 635.0
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SHEET MATCHLINE
PROPERTY LINE
-�:- ,:- ---
RIGHT-OF-WAY (ROW)
ADJACENT PARCEL LINE
- -
RIGHT-OF-WAY (ROW)
- - - - - - -
SETBACK
PARCEL LINE
X
FENCE LINE
BACK OF CURB (FC)
EDGE OF PAVEMENT (EP)
-
CENTER LINE OF PAVEMENT
— — —
EASEMENT
- OHE
OVERHEAD POWER LINE
4
OVERHEAD POWER STRUCTURE
-
FEMA 100 YEAR FLOODPLAIN
FEMA FLOODWAY
--------
CREEK
POND
—
-
DITCH CENTERLINE
--- - ----
LANDSCAPE BUFFER
RETAINING WALL
CONTOURS
STORM PIPE
®
RIPRAP
HEADWALL
TREELINE
�+
\\
STREAM BUFFER
WETLANDS
CONCRETE SIDEWALK
LOT 28
PARCEL NUMBER AND PAD ELEVATION
PAD = 626.45
MANHOLE
INDEX MAP
N.T.S
RIM SCHEMATIC
NOTE: SEE SHEET C-601 AND C-602 FOR STORM PIPES AND
STRUCTURE TABLES
NOTE: ALL ROOF DRAINS MUST DISCHARGE TO A GRASSED SURFACE
AND MUST NOT PIPED UNDERGROUND.
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I, ROBERT CASH, A DULY REGISTERED PROFESSIONAL ENGINEER,
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THAT THE DRAINAGE EASEMENTS SHOWN ON THIS PLAT ARE
SUFFICIENT TO CARRY THE ONE HUNDRED (100) YEAR STORM RUNOFF
WITHIN THE EASEMENT LIMITS SHOWN.
N.C. P.E. #: 033448 DATE: 05/30/2017
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033448 ?
ROBERT L. CASH, P.E.
NC LICENSE No. 033448
DATE 1061222017
DRAWN I HK
DESIGNED I JW
CHECKED I RC
PROJECT# I CALATLI603
SHEET TITLE
GRADING AND
DRAINAGE PLAN
SHEET NUMBER
C-502

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ADJACENT PARCEL LINE
RIGHT-OF-WAY (ROW)
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PAD = 625.45
INDEX MAP
N.T.S
RIM
YARD ELEVATION CATCH BASIN
INLET (VALLEY CURB)
MANHOLE
RIM SCHEMATIC
NOTE: SEE SHEET C-601 AND C-602 FOR STORM PIPES AND
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NOTE: ALL ROOF DRAINS MUST DISCHARGE TO A GRASSED SURFACE
AND MUST NOT PIPED UNDERGROUND.
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I, ROBERT CASH, A DULY REGISTERED PROFESSIONAL ENGINEER,
LICENSED IN THE STATE OF NORTH CAROLINA, DO HEREBY CERTIFY
THAT THE DRAINAGE EASEMENTS SHOWN ON THIS PLAT ARE
SUFFICIENT TO CARRY THE ONE HUNDRED (100) YEAR STORM RUNOFF
WITHIN THE EASEMENT LIMITS SHOWN.
N.C. P.E. #: 033448 DATE: 05/30/2017
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SEAL
2 033448
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ROBERT L. CASH,
P.E.
NC LICENSE No. 033448
DATE
106/22/2017
DRAWN
I HK
DESIGNED
I JW
CHECKED
I RC
PROJECT#
I CALATL1603
SHEET TITLE
GRADING AND
DRAINAGE PLAN
SHEET NUMBER
C-503

CB 601
8 5'k%
/ SHEET C-70 LP •100 YEAR FEMA
6 s DOUBLE 60 ;CULVERT WITH -
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sow BIORETENTION �" STRUCTURE i
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LEGEND
SHEET MATCHLINE
WINNOW WINNOW
PROPERTY LINE
RIGHT-OF-WAY(ROW)
ADJACENT PARCEL LINE
— —
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— — — — — —
—
SETBACK
PARCEL LINE
x
FENCE LINE
BACK OF CURB (FC)
EDGE OF PAVEMENT (EP)
—
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—
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g 01
OVERHEAD POWER STRUCTURE
—
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FEMA FLOODWAY
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------ ---
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INDEX MAP ak
N,T.S
MANHOLE
RIM SCHEMATIC
NOTE: SEE SHEET C-601 AND C-602 FOR STORM PIPES AND
STRUCTURE TABLES
NOTE: ALL ROOF DRAINS MUST DISCHARGE TO A GRASSED SURFACE
AND MUST NOT PIPED UNDERGROUND.
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THAT THE DRAINAGE EASEMENTS SHOWN ON THIS PLAT ARE
SUFFICIENT TO CARRY THE ONE HUNDRED (100) YEAR STORM RUNOFF
WITHIN THE EASEMENT LIMITS SHOWN.
N.C. P.E. #: 033448 DATE: 05/30/2017
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033448
NGINE��
ROBERT L. CASH, P.E.
NC LICENSE
No. 033448
DATE
106/2212017
DRAWN
I HK
DESIGNED
I JW
CHECKED
I RC
PROJECT#
1 CALATL1603
SHEET TITLE
GRADING AND
DRAINAGE PLAN
SHEET NUMBER
C-504

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I, ROBERT CASH, A DULY REGISTERED PROFESSIONAL ENGINEER,
LICENSED IN THE STATE OF NORTH CAROLINA, DO HEREBY CERTIFY
THAT THE DRAINAGE EASEMENTS SHOWN ON THIS PLAT ARE
SUFFICIENT TO CARRY THE ONE HUNDRED (100) YEAR STORM RUNOFF
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I, ROBERT CASH, A DULY REGISTERED PROFESSIONAL ENGINEER,
LICENSED IN THE STATE OF NORTH CAROLINA, DO HEREBY CERTIFY
THAT THE DRAINAGE EASEMENTS SHOWN ON THIS PLAT ARE
SUFFICIENT TO CARRY THE ONE HUNDRED (100) YEAR STORM RUNOFF
WITHIN THE EASEMENT LIMITS SHOWN-
N.C. P.E. #: 033448 DATE: 05/30/2017
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DRAWN
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I CALATL1603
SHEET TITLE
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RESPONSIBLE FOR OBTAINING FESCUE/ BLUEGRASS SOD AND ASSOCIATED
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FERTILIZATION BASED UPON SITE SPECIFIC SOIL TYPE AND SEASONAL CONDITIONS.
ORGANIC MATTER (SUCH PINE BARK FINES
CONTRACTOR SHALL SUBMIT FESCUE/BLUEGRASS SOD DATA FOR REVIEW AND
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RECEIVE APPROVAL PRIOR TO ORDERING THE MATERIAL. CONTRACTOR SHALL
BETWEEN 10 AND 30.
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INSTALL SOD PER MANUFACTURER'S REQUIREMENTS.
MEDIA ALTERNATIVES (SUCH AS CAROLINA STALITE).
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BOTTOM ELEVATION ELEV. 616.00
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50 YR. STORM ELEVATION: 616,04
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(REFER TO PLAN SHEET FOR SIZE AND LOCATION OF PIPE)
TYPICAL CONCRETE OPEN THROAT DETAIL
NOT TO SCALE
61 T20
SEEPAGE COLLAR
24" RCP
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AASHTo M288 CLASS 2 NON -WOVEN TO CONNECT COMPACT THE MEDIA, WATER OR WALK ON IT AS IT IS PLACED.
GEOTEXTILE FILTER FABRIC INTO STRUCTURE'
INV = 610.83 2. MEDIA MAINTENANCE: MAINTAIN MEDIA SUCH THAT
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SHEET TITLE
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'-------- OF 11OLF SWALE /\
@ 2.00%
I 599 ( 599
I 1 599 5
596 = 9 —
600 S 598 F
6,70 599 600
601 — — L — HW 200
— 602
603 IS 6p`L S
604 `d p°
605
I I 606
607
608
609
� 610
614 I---------(o __----------A---- —.r_ -- --
—615 I---------
617
18
I
FESCUE/BLUEGRASS MIX SOD TO BE PLACED ON SURFACE. CONTRACTOR IS
RESPONSIBLE FOR OBTAINING FESCUE/ BLUEGRASS SOD AND ASSOCIATED
FERTILIZATION BASED UPON SITE SPECIFIC SOIL TYPE AND SEASONAL CONDITIONS.
CONTRACTOR SHALL SUBMIT FESCUE/BLUEGRASS SOD DATA FOR REVIEW AND
RECEIVE APPROVAL PRIOR TO ORDERING THE MATERIAL. CONTRACTOR SHALL
INSTALL SOD PER MANUFACTURER'S REQUIREMENTS.
SC250 LINER
2' OF FILL SOIL MEDIA MIX":
75-85% MEDIUM TO COARSE WASHED SAND
8-10% FINES (SILT AND CLAY)
5-10% ORGANIC MATTER (SUCH AS PINE BARK FINES
` CONTRACTOR TO ENSURE MIX HAS A P-INDEX
BETWEEN 10 AND 30.
' CONTRACTOR TO CONSULT WITH ENGINEER FOR ANY
MEDIA ALTERNATIVES (SUCH AS CAROLINA STALITE).
RIP RAP BERM
d50=6", CLASS B
BOTTOM ELEVATION ELEV. 595.00 3'
OF PRETREATMENT CLEAN OUT PIPE TO
FOREBAY BE CAPPED 100 YR. STORM ELEVATION$95.62 :
ELEV. 593.00--------------- --- --- — — — — — — — — — — —
------- -----
R. '
---------- ___________ _____ _ 56YSTORELE M VATION: 595.44
----- _— — — — — — — — — — — — — — — — _25 YR. STORM ELEVATION: 595.26--------- /w------------------- _ _ ____________ ______'fOFR.-Sl'ORIITEL'EDAt1014-5i$.dT-- _—_—_—_
"ROMP----- — — — — — — — — — — —
— ----___------- — — — —WATER QU — DETENTION ELEVATION: 594.03 ----
SURFACE ELEVATION: 593.00
2.50;
EERFO
8" OF WASHED STONE
RATED UNDERDRAIN @ 0.50% UNDERDRAIN OUTLET
AASHTO M288 CLASS 2 NON -WOVEN TO CONNECT
GEOTEXTILE FILTER FABRIC INTO STRUCTURE
INV = 589.83
BIORETENTION POND #2 CROSS SECTION
NOT TO SCALE
TOP OF BOX
ELEV. 597.03
TOPOFBERM
ELEV = 598.00
TOP OF EMERGENCY
SPILLWAY
ELEV = 597 00
10
4" PVC
'l INV. IN=589.83.
UNDERDRAIN TIE-IN
RIP RAP
d50=6", CLASS B
4.0' '\
4.0'
�OP
ANDLE
MANHOLEFRAME
AND LID TO BE
PLACED DIRECTLY '
OVER STAIRS
ELEVATED TOP
594.03
WTI
Oe
FpN
StORS �e�
NOTE:
1. CORE OPENINGS TO ACCOMMODATE PROPOSED PIPES.
(REFER TO PLAN SHEET FOR SIZE AND LOCATION OF PIPE)
TYPICAL CONCRETE OPEN THROAT DETAIL
WEIR EL=594.03 4
'• 'i0tfOF'P(PlE \ /
`OPEN THROAT CONTROL
STRUCTURE SEE DETAIL
• ' ` _'j \ / THIS SHEET - WEIR ON
ALL FOUR (4) SIDES
KEY RIP RAP MINIMUM
DEPTH OF 2'
/ INV=589.83 NOTES
1. NO MECHANICAL COMPACTION: DO NOT MECHANICALLY
COMPACT THE MEDIA. WATER OR WALK ON IT AS IT IS PLACED.
2. MEDIA MAINTENANCE: MAINTAIN MEDIA SUCH THAT
INFILTRATION RATE IS AT LEAST 1 IN/R.
NOT TO SCALE
597.03
36" RCP
INV. OUT=589.33
LEGEND
PROPERTY LINE
—
RIGHT-OF-WAY(ROW)
— — — — — — —
SETBACK
PARCEL LINE
CONCRETE SIDEWALK
BACK OF CURB (FC)
EDGE OF PAVEMENT (EP)
—
CENTER LINE OF PAVEMENT
— — — —
DRAINAGE EASEMENT
SANITARY SEWER EASEMENT
—
FEMA 100 YEAR FLOODPLAIN
-
CREEK
— - --
POND
- -
WETLANDS
- - -
STREAM BUFFER
— --
CENTERLINE OF SWALE
ROCK FOREBAY
ROCK FOREBAY HATCH
MAJOR CONTOUR
MINOR CONTOUR
— — — — — — —
MAJOR CONTOUR
MINOR CONTOUR
Xi 627.00
SPOT ELEVATION
SEEPAGE COLLAR
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SEAL
033448
•'�
�QO �NGI NSF-�'••.�`
ROBERT L. CASH, P.E.
NC LICENSE No. 033448
DATE 107/27/2017
DRAWN I HK
DESIGNED I JW
CHECKED I RC
PROJECT# I CALATL1603
SHEET TITLE
BASIN 2 DETAIL
SHEET NUMBER
C-51 0

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FESCUE/BLUEGRASS MIX SOD TO BE PLACED ON SURFACE. CONTRACTOR IS
RESPONSIBLE FOR OBTAINING FESCUE/ BLUEGRASS SOD AND ASSOCIATED
FERTILIZATION BASED UPON SITE SPECIFIC SOIL TYPE AND SEASONAL CONDITIONS.
CONTRACTOR SHALL SUBMIT FESCUE/BLUEGRASS SOD DATA FOR REVIEW AND
RECEIVE APPROVAL PRIOR TO ORDERING THE MATERIAL. CONTRACTOR SHALL
INSTALL SOD PER MANUFACTURER'S REQUIREMENTS.
3'
RIP RAP BERM
d50=6", CLASS B
BOTTOM ELEVATION
ELEV. 587.00
OF PRETREATMENT
FOREBAY
ELEV. 585.00
A — — — — — — — — — — —
\ \ HVd ELEVATION:
2' OF FILL SOIL MEDIA MIX`:
75.85% MEDIUM TO COARSE WASHED SAND
8-10% FINES (SILT AND CLAY)
5-10% ORGANIC MATTER (SUCH AS PINE BARK FINES
' CONTRACTOR TO ENSURE MIX HAS A P-INDEX
BETWEEN 10 AND 30.
' CONTRACTOR TO CONSULT WITH ENGINEER FOR ANY
MEDIA ALTERNATIVES(SUCH AS CAROLINA STALITE). /
CLEAN OUT PIPE TO
BE CAPPED
— — — _________N
:5 YR.STORMEIEVATION:5W5_________
25 YR.STSR A ELEVATION: 586.73
w_ _____________ _— ELEVATION_686.55_________
___ WATER QUALITY DETENTION ELEVATION:
' SURFACE ELEVATION: 585.00
��8"
HTEDIND
OF WASHED STONE
4" PERDRAIN
UNDERDRAIN OUTLET
AASHTO M288 CLASS 2 NON-WOVEN7
TO CONNECT
GEOTEXTILE FILTER FABRIC
INTO STRUCTURE
INV. = 581.83
BIORETENTION POND #3 CROSS SECTION
NOT TO SCALE
�NEIR-EL = SS5: /5—
r.. i
':
TOP OF BOX
ELEV. 588.75
TOP OF BERM
ELEV = 588.00
TOP OF EMERGENCY
SPILLWAY
ELEV = 587.00
= 581.83
RIP RAP
d50=6". CLASS B
OPEN THROAT CONTROL
STRUCTURE SEE DETAIL
THIS SHEET - WEIR ON
ALL FOUR (4) SIDES
KEY RIP RAP MINIMUM
DEPTH OF 2'
NOTES
10
4" PVC
INV. IN=581.83
4.0'
o�
OF
� NDLE
MANHOLE FRAME
AND LID TO BE
PLACED DIRECTLY
OVER STAIRS
ELEVATED TOP
95�0 ov
5.75 1
1I.s
b1-11f(.1
NOTE:
1. CORE OPENINGS TO ACCOMMODATE PROPOSED PIPES.
(REFER TO PLAN SHEET FOR SIZE AND LOCATION OF PIPE)
TYPICAL CONCRETE OPEN THROAT DETAIL
1. NO MECHANICAL COMPACTION: DO NOT MECHANICALLY
COMPACT THE MEDIA. WATER OR WALK ON IT AS IT IS PLACED.
2. MEDIA MAINTENANCE: MAINTAIN MEDIA SUCH THAT
INFILTRATION RATE IS AT LEAST 1 IN/R.
NOT TO SCALE
588,75
LEGEND
PROPERTY LINE
RIGHT-OF-WAY(ROW)
— — — — — —
— SETBACK
PARCEL LINE
CONCRETE SIDEWALK
BACK OF CURB (FC)
EDGE OF PAVEMENT (EP)
—
CENTER LINE OF PAVEMENT
— — —
DRAINAGE EASEMENT
SANITARY SEWER EASEMENT
—
FEMA 100 YEAR FLOODPLAIN
—--
CREEK
POND
—
—
— WETLANDS
STREAM BUFFER
- - -
CENTERLINE OF SWALE
— -
ROCK FOREBAY
i
ROCK FOREBAY HATCH
MAJOR CONTOUR
MINOR CONTOUR
— — — — — —
— MAJOR CONTOUR
MINOR CONTOUR
X 627.00
SPOT ELEVATION
SEEPAGE COLLAR
30" RCP
INV. OUT=581.58
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SEAL
033448
ROBERT L. CASH,
P.E.
NC LICENSE No. 033448
DATE
107/27/2017
DRAWN
I HK
DESIGNED
I JW
CHECKED
I RC
PROJECT#
I CALATL1603
SHEET TITLE
BASIN 3 DETAIL
SHEET NUMBER
C-511

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FESCUE/BLUEGRASS MIX SOD TO BE PLACED ON SURFACE. CONTRACTOR IS
RESPONSIBLE FOR OBTAINING FESCUE/ BLUEGRASS SOD AND ASSOCIATED
FERTILIZATION BASED UPON SITE SPECIFIC SOIL TYPE AND SEASONAL CONDITIONS.
CONTRACTOR SHALL SUBMIT FESCUE/BLUEGRASS SOD DATA FOR REVIEW AND
RECEIVE APPROVAL PRIOR TO ORDERING THE MATERIAL. CONTRACTOR SHALL
INSTALL SOD PER MANUFACTURER'S REQUIREMENTS.
BOTTOM ELEVATION RIP RAP BERM 3'
OF PRETREATMENT d50=6", C
FOREBAY ELEV.587LASS.00B
ELEV. 585.00
-------------------'7• - 6
— — — — — — — — — — — —�Fi!i
/
/
/
FEMA 100 YR � \
FLOODPLAIN
OUTLET
STRUCTURE S09
/ (SEE DETAIL
THIS l /
10,
2' OF FILL SOIL MEDIA MIX':
75-85% MEDIUM TO COARSE WASHED SAND
8-10% FINES (SILT AND CLAY)
5-10% ORGANIC MATTER (SUCH AS PINE BARK FINES
' CONTRACTOR TO ENSURE MIX HAS A P4NDEX
BETWEEN 10AND 30.
' CONTRACTOR TO CONSULT WITH ENGINEER FOR ANY
MEDIA ALTERNATIVES (SUCH AS CAROLINA STALITE).
CLEAN OUT PIPE TO
BE CAPPED -------- 100 YR. STORM ELEVATION: 587.69
- - - - - - - - - - ---------------------
------- SO VR. STORM ELEVATION: 587.38
_ _ 25 YR. STORM ELEVATION- 587.19 _ _ _ _ _
____________ _____ _ 10 VR. STORM ELEVATION: 58694 ____
- - - - -
�' ---- WATER QUALITY DETENTION ELEVATION: 585.98
SURFACE ELEVATION: 585.00
WEIRWEIR EL585.98
TOP OF BOX
ELEV. 589.15
TOPOFBERM
ELEV = 589.00
TOP OF EMERGENCY -�
SPILLWAY
ELEV = 588.00
RIP RAP
d50=6", CLASS B
10
4" PVC
INV. IN=581.83
UNDERDRAIN TIE-IN
a.0'
o�
OP
ANDLE
MANHOLE FRAME
AND LID TO BE
PLACED DIRECTLY
OVER STAIRS
ELEVATED TOP
3•a G�� OJT
585.98
NOTE:
1. CORE OPENINGS TO ACCOMMODATE PROPOSED PIPES.
(REFER TO PLAN SHEET FOR SIZE AND LOCATION OF PIPE)
TYPICAL CONCRETE OPEN THROAT DETAIL
NOT TO SCALE
589.15
SEEPAGE COLLAR
36" RCP
INV. OUT=580.95
LEGEND
PROPERTY LINE
RIGHT-OF-WAY (ROW)
— — — — — —
— SETBACK
PARCEL LINE
CONCRETE SIDEWALK
BACK OF CURB (FC)
EDGE OF PAVEMENT (EP)
—
CENTER LINE OF PAVEMENT
— — — —
DRAINAGE EASEMENT
SANITARY SEWER EASEMENT
— —
FEMA 100 YEAR FLOODPLAIN
---
CREEK
—
POND
—
— WETLANDS
- - -
STREAM BUFFER
—
CENTERLINE OF SWALE
ROCK FOREBAY
ROCK FOREBAY HATCH
MAJOR CONTOUR
MINOR CONTOUR
— — — — —
MAJOR CONTOUR
MINOR CONTOUR
X 627.00
SPOT ELEVATION
>k
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J I
7
EtEV OPEN THROAT CONTROL
? 50, • ' o': : / STRUCTURE SEE DETAIL
in • / THIS SHEET
KEY RIP RAP MINIMUM
a
-' " ,"- r^ � � ♦ . �.e'
DEPTH OF 2' -
8' OF WASHED STONE �7
4" PERFORATED UNDERDRAIN @ 0.509% UNDERDRAIN OUTLET
AASHTO M288 CLASS 2 NON -WOVEN TO CONNECT
GEOTEXTILE FILTER FABRIC INTO STRUCTURE
INV. = 581.83
BIORETENTION POND #4 CROSS SECTION
NOT TO SCALE
= 581.83 NOTES
i. NO MECHANICAL COMPACTION: DO NOT MECHANICALLY
COMPACT THE MEDIA, WATER OR WALK ON IT AS IT IS PLACED,
2. MEDIA MAINTENANCE: MAINTAIN MEDIA SUCH THAT
INFILTRATION RATE IS AT LEAST 1 IN/R.
0 10 20 40
1 INCH = 20 FEET
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�O�.pFESS/0
SEAL
033448
ROBERT L. CASH, P.E.
NC LICENSE No. 033448
DATE 107/27/2017
DRAWN HK
DESIGNED JW
CHECKED RC
PROJECT# I CALATL1603
SHEET TITLE
BASIN 4 DETAIL
SHEET NUMBER
C-512
T

HOOD
NATURAL GRADE
GRATE -v
V REBAR FOR BAG
REMOVAL FROM INLET
NOTE: I LAYER OF FILTER FABRIC
MINIMUM H=2/3 PIPE DIAMETER
FILTER BAG
DUMPLOOPS
CATCH BASIN
DEFLECTOR
)UTLET
SECTION INSTALLATION
NOTES
1. INLET MAINTENANCE SHALL BE DOCUMENTED IN PROJECT LOG BOOK.
2. FILTER TYPES SHALL BE APPROVED BY THE INSPECTOR PRIOR
TO INSTALLATION.
3. FILTER BAGS MAY BE REMOVED WHEN SITE IS STABILIZED AT
THE DIRECTION OF THE ENGINEER.
4. FILTER BAGS SHALL BE REMOVED PRIOR TO STREET ACCEPTANCE.
5. FILTER BAGS SHALL BE CLEANED OR REPLACED ON A REGULAR
BASIS (NOT BE MORE THAN HALF FULL AT ANY TIME).
6. FILTER BAGS SHALL NOT BE ALLOWED IN EXISTING TOWN OR NCDOT
ROADS.
5 CATCH BASIN INLET PROTECTION
C_704 SCALE:
LENGTH AS NECESSARY GENERAL NOTES:
TO GO THRU DIKE
SEDIMENT PIT NOT 1. UNIFORMLY GRADE A SHALLOW
RIP RAP & WASHED STONE REQUIRED IF BASIN I5 DEPRESSION APPROACHING THE INLET.
FILTER BERM LOCATED DOWNSTREAM OF
4' MIN. PIPE (MOLDS 30.12) PIPE OUTLET. (VOLUME PER
MOLDS 30 1 z) 2. DRIVE 5-FOOT STEEL POSTS 2 FEET INTO
THE GROUND SURROUNDING THE INLET.
s' MIN,2 SEDIMENT PIT SPACE POSTS EVENLY AROUND THE
1.PERIMETER OF THE INLET, A MAXIMUM OF
FLEXIBLE PIPE \ 4FEET APART.
TIE DOWN 10' MAX. SPACING
1I I�al 3. SURROUND THE POSTS WITH WIRE MESH
n�LL TIE DOWN AT END HARDWARE CLOTH. SECURE THE WIRE
Ilr a -
MESH TO THE STEEL POSTS AT THE TOP,
MIDDLE AND BOTTOM. PLACING A 2-FOOT
4' (MIN)' - ,
FLAP OF THE WIRE MESH UNDER THE
DIAMETER (D)
GRAVEL FOR ANCHORING IS
PROFILE RECOMMENDED.
T�I
T siAKES^ ^ 4. PLACE CLEAN GRAVEL (NC DOT #5 OR #57
= 1 - STONE) ON A 2:1 SLOPE WITH A HEIGHT
x -
EARTH DIKE OF 16 INCHES AROUND THE WIRE, AND
RIP -RAP APRO SMOOTH TO AN EVEN GRADE.
" AT LESS THAN 1% SLOPE
5. ONCE THE CONTRIBUTING DRAINAGE
AREA HAS BEEN STABILIZED, REMOVE
EXTEND TO EDGE OF DISTURBANCE ACCUMULATED SEDIMENT, AND
ESTABLISH FINAL GRADING ELEVATIONS.
6. COMPACT THE AREA PROPERLY AND
STABILIZED IT WITH GROUNDCOVER.
CONSTRUCTION SPECIFICATIONS:
1. THE TOP OF THE EARTH DIKE OVER THE INLET PIPE AND THOSE 4, THE SOIL AROUND AND UNDER THE PILET PIPE AND ENTRANCE
DIKES CARRYING WATER TO THE PIPE SHALL BE AT LEAST 1.5 FEET SECTION SHALL BE HAND TAMPED 4" LIFTS TO THE TOP OF
HIGHER AT ALL POINTS THAN THE TOP OF THE INLET PIPE. THE EARTH DIKE.
2. THE PIPE SHALL BE FLEXIBLE WITH WATER TIGHT CONNECTING 5. FOLLOW-UP INSPECTION AND ANY ^;_EDED MAINTENANCE SHALL
BANDS. FLEXIBLE PIPE SHOULD BE STAKED ON EITHER SIDE. BE PERFORMED AFTER EACH STORE BY THE FINANCIALLY RESPONSIBLE
PARTY OR HIS AGENT.
3. A RIP RAP APRON SHALL BE PROVIDED AT THE OUTLET, IF
EMPTYING INTO A DISTURBED AREA. 6. OUTLET PIPE SHOULD BE TAKEN =R OR THROUGH ANY SILT FENCE,
TAKING CARE NOT TO VOID THE EF=ECTIVENESS OF THE SILT FENCE.
nFLEXIBLE PIPE SLOPE DRAIN
L:-7D4 SCALE:
ri
E
CL III
T (THICKNESS)
APRON WIDTH AT PIPE OUTLET
V ✓ (IF NEEDED)
3 RIPRAP APRON
C_704 SCALE: NTS
NCDOT #5 OR #57
WASHED STONE
NCDOT #5 OR #57
WASHED STONE
NOTES:
1. CLASS OR MEDIAN SIZE OF RIPRAP AND LENGTH, WIDTH AND DEPTH OF APRON
TO BE DESIGNED BY THE ENGINEER.
2. RIPRAP SHOULD EXTEND UP BOTH SIDES OF THE APRON AND AROUND THE END
OF THE PIPE OR CULVERT AT THE DISCHARGE OUTLET AT A MAXIMUM SLOPE OF
2:1 AND A HEIGHT NOT LESS THAN TWO THIRDS THE PIPE DIAMETER OR
CULVERT HEIGHT.
3 THERE SHALL BE NO OVERFLOW FROM THE END OF THE APRON TO THE
SURFACE OF THE RECEIVING CHANNEL. THE AREA TO BE PAVED OR RIPRAPPED
SHALL BE UNDERCUT SO THAT THE INVERT OF THE APRON SHALL BE AT THE
SAME GRADE (FLUSH) WITH THE SURFACE OF THE RECEIVING CHANNEL. THE
APRON SHALL HAVE A CUTOFF OR TOE WALL AT THE DOWNSTREAM END.
4. THE WIDTH OF THE END OF THE APRON SHALL BE EQUAL TO THE BOTTOM
WIDTH OF THE RECEIVING CHANNEL. MAXIMUM TAPER TO RECEIVING CHANNEL 5:
5. ALL SUBGRADE FOR STRUCTURE TO BE COMPACTED TO 95 % OR GREATER.
6 THE PLACING OF FILL, EITHER LOOSE OR COMPACTED IN THE RECEIVING
CHANNEL SHALL NOT BE ALLOWED.
7. NO BENDS OR CURVES IN THE HORIZONTAL ALIGNMENT OF THE APRON
WILL BE PERMITTED.
8. FILTER FABRIC SHALL BE INSTALLED ON COMPACTED SUBGRADE PRIOR TO
PLACEMENT OF RIP RAP.
9. ANY DISTURBED AREA FROM END OF APRON TO RECIEVING CHANNEL
MUST BE STABILIZED.
10. ALL RIP RAP APRONS TO BE CLASS BD 50
USE USDA NOMOGRAPH FROM NC SEDIMENT AND EROSION CONTROL MANUAL OR
CHARLOTTE MECKLENBURG STORM WATER DESIGN MANUAL FOR DESIGN DATA.
OUTLET
La
WI
W2
IT
H
STONE SIZE
HW 100
11.5'
13.5'
6.0'
1.125'
2'
0.75' DUI.
HW 200
11.0'
14.0'
9.0'
1.125'
2'
0.75' DUI.
HW 300
11.0'
13.0'
6.0'
1.125'
2'
0.75' DUI.
HW 400
10.0'
13.0'
9.0'
1.125'
2'
0.75' DIA.
HW 500
10.0'
12.5'
7.5'
1.125'
2'
0.75' DIA.
BASIN #1
10.0'
11.5'
4.5'
1.125'
2'
0.75' DIA.
BASIN #2
11.0'
13.5'
7.5'
1.125'
2'
0.75' DIA.
BASIN #3
10.0'
11.5'
4.5'
1.125'
2'
0.75' DIA.
BASIN #4
10.0'
12.5'
7.5'
1.125'
Z
0.75' DIA.
TEMP BASIN #IA
10.0'
11.25'
3.75'
1.125'
2'
0.75' DIA.
BYPASS PIPE 1
10.0'
13.0'
9.0'
1.125'
2'
0.75' DUI.
' d50 (see fig 8.06 of "NC SEDIMENT AND EROSION CONTROL MANUAL"
dmax = 1.5 x d50
T=1.5 X dmax.
MAX.
_____ r'
2 ' HARDWARE CLOTH AND GRAVEL INLET PROTECTION
C-704 SCALE:NTS
FILTERED
�19-GAUGE HARDWARE CLOTH
(I MESH OPENINGS)
----------------- T
2'
16 MIN.
2'
J_
PLAN ENGINEERS: CARDNO
9800 SOUTHERN PINE BLVD, SUITE I
CHARLOTTE, NC 28273
PHONE [phone]
FAX [phone]
DEVELOPER: CALATLANTIC
MR. BRIAN JOHNSON
6701 CARAMEL ROAD, SUITE 425
CHARLOTTE, NC 28226
PHONE [phone]
PROJECT DESCRIPTION: THE PROPOSED PROJECT IS THE DEVELOPMENT OF A 51 LOT SINGLE FAMILY DETACHED HOME RESIDENTIAL
SUBDIVISION. THIS PORTION OF THE PROJECTS CLEARING ACTIVITIES IS ANTICIPATED TO DISTURB ±44.50 ACRES.
EXISTING SITE DESCRIPTION: THE EXISTING SITE CONSISTS OF PRIMARILY WOODED AREA. THERE ARE EXISTING STREAMS (NOT TO BE DISTURBED)
EXCEPT AT PROPOSED LOCATION SHOWN FOR THE STORM CULVERT AND ROADWAY RUNNING THROUGH THE
PROPERTY. STORMWATER RUNOFF FROM THE SITE PREDOMINANTLY FLOWS FROM THE NORTH TO THE SOUTH
THROUGH EXISTING STREAM COMBINING ON THE SOUTH SIDE OF THE PROPERTY.
ADJACENT AREAS: THE SITE IS BORDERED ON THE NORTH AND SOUTH BY MULTIPLE PRIVATE PROPERTIES, TO THE WEST BY POTTER
ROAD, AND TO THE EAST BY HUDSON CHURCH ROAD.
SOILS: SOIL TYPES ARE BaB (BADIN CHANNERY SILT LOAM), BdB2 (BADIN CHANNERY SILTY CLAY), BdC2 (BADIN CHANNERY
SILTY CLAY LOAM), ChA (CHEWACLA SILT LOAM), McB2 (MECKLENBURG SANDY CLAY LOAM), AND T6B2 (TARRUS
GRAVELLY SILTY CLAY LOAM) AS INDICATED ON THE USDA SOILS MAP.
RECEIVING STREAM: AS DISCUSSED WITHIN THE EXISTING SITE CONDITIONS, STORMWATER RUNOFF FROM THE SITE IS TRIBUTARY TO AN
UNNAMED STREAM LOCATED TO THROUGH THE SITE. THE STREAM DISCHARGES INTO PRICE MILL CREEK LOCATED
ALONG THE SOUTHERN PROPERTY LINE OF THE SITE, IN THE YADKIN PEE-DEE RIVER BASIN.
CRITICAL AREAS: THE EXISTING STREAMS LOCATED ONSITE SHALL NOT BE DISTURBED EXCEPT AT THE LOCATION SHOWN FOR PLACING
(2) 60" CULVERTS AND A ROADWAY DURING CONSTRUCTION ACTIVITIES. STORMWATER RUNOFF DURING CLEARING
ACTIVITIES SHALL BE DIVERTED INTO SEDIMENT BASINS.
EROSION & SEDIMENT CONTROL: SEDIMENT BASINS WILL BE THE PRIMARY CONTROL USED TO MANAGE THE CONSTRUCTION SITE STORMWATER
RUNOFF. DIVERSION CHANNELS WITH ROCK CHECK DAMS SHALL BE ESTABLISHED TO ROUTE THE RUNOFF INTO THE
BASIN. PERIMETER SEDIMENT FENCE WILL BE INSTALLED TO MANAGE THE RUNOFF THAT IS NOT ROUTED TO THE
SEDIMENT BASIN. DISTURBED AREAS WILL BE TEMPORARILY AND PERMANENTLY STABILIZED THROUGHOUT
CONSTRUCTION ACTIVITIES.
MAINTENANCE: THE EROSION AND SEDIMENT CONTROLS SHALL BE MAINTAINED THROUGHOUT CONSTRUCTION ACTIVITIES BASED
UPON THE OBSERVATIONS MADE DURING THE REQUIRED SITE INSPECTIONS.
SEDIMENT BASIN: INSPECT THE OUTLET STRUCTURE TO ENSURE THAT THE BASIN IS DRAINING PROPERLY. REMOVE
ANY ACCUMULATED DEBRIS WHICH MAY IMPEDE THE BASIN DEWATERING. ACCUMULATED SEDIMENT WITHIN THE BASIN
SHALL BE REMOVED ONCE THE SEDIMENT ELEVATION HAS REACHED THE CLEANOUT ELEVATION AS INDICATED ON THE
DETAIL. A STAKE INSTALLED WITHIN THE BOTTOM OF THE BASIN INDICATING THIS ELEVATION CAN BE PROVIDED AND
VISUALLY INSPECTED. THE REMOVED SEDIMENT SHALL BE STABILIZED ON -SITE.
DIVERSION CHANNEL R CHECK DAM: INSPECT THE CHANNELS TO ENSURE RUNOFF FROM THE SITE IS PROPERLY BEING
ROUTED TO THE SEDIMENT BASIN. REMOVE ACCUMULATED SEDIMENT FROM THE CHECK DAMS WHEN THE HEIGHT OF
THE SEDIMENT HAS REACHED Y OF THE DAM HEIGHT. EROSION CONTROL MATTING SHALL BE REPLACED OR
REINSTALLED IF DAMAGED BY THE RUNOFF.
SEDIMENT FENCE: ACCUMULATED SEDIMENT MUST BE REMOVED FROM THE FENCE WHEN THE SEDIMENT REACHES Y=
THE ABOVE GROUND HEIGHT OF THE FENCE. UNDERMINED OR OVERTOPPED FENCE MUST BE REPAIRED OR REPLACED
WITH A ROCK CHECK DAM.
CONSTRUCTION DRIVE: THE MINIMUM ROCK THICKNESS OF 6" SHALL BE MAINTAINED THROUGHOUT THE UTILIZATION OF
THE TEMPORARY ENTRANCE. SEDIMENT DEPOSITED ONTO THE PAVED ROADS SHALL BE REMOVED DAILY.
SOIL STABILIZATION: SEEDED AREAS SHALL BE INSPECTED UPON RAIN EVENTS TO ENSURE AREAS ARE NOT WASHING
OUT. WASHED OUT AREAS SHALL BE REPAIRED AND RE -SEEDED. TEMPORARY SEDIMENT CONTROLS AND/OR EROSION
GROUND STABILIZATION REQUIREDo @NTl OL MATTING MAY NEED TO BE UTILIZED IF WASHOUT PROBLEMS ROUTINELY OCCUR.
THE SEDIMENT BASIN BANKS ARE TO BE STABILIZED IMMEDIATELY UPON COMPLETION OF SLOPE GRADING. DISTURBED AREAS ASSOCIATED
WITH PERIMETER DIKES, SWALES, DITCHES AND SLOPES MUST BE STABILIZED WITHIN 7 DAYS FROM THE LAST LAND-DISTRUBING ACTIVITY.
DISTURBED AREAS ASSOCIATED WITH SLOPES GREATER THAN 3:1 MUST BE STABILIZED WITHIN 7 DAYS FROM THE LAST LAND-DISTRUBING
ACTIVITY. IF SLOPES ARE 10 FT. OR LESS IN LENGTH AND ARE NOT STEEPER THAN 2:1, 14 DAY STABILIZATION TIMEFRAME IS ALLOWED.
DISTURBED SLOPES 3:1 OR FLATTER ARE TO BE STABILIZED WITHIN 14 DAYS FROM THE LAST LAND -DISTURBING ACTIVITY, 7 DAYS FOR 3:1
SLOPES WITH A LENGTH GREATER THAN 50 FT. ALL OTHER DISTURBED AREAS, SLOPES 4:1 OR FLATTER, ARE REQUIRED TO BE STABILIZED
WITHIN 14 DAYS FROM THE LAST LAND -DISTURBING ACTIVITY.
SEDIMENT FENCE STONE OUTLET
STONE OUTLETS ARE REQUIRED TO BE PROVIDED AT LOW POINTS ALONG THE SEDIMENT FENCE. THE LOCATIONS OF THE STONE OUTLETS ARE
TO BE DETERMINED BY FIELD CONDITIONS.
OFFSITE BORROW AND WASTE MATERIALS
ANY OFFSITE BORROW AND WASTE REQUIRED FOR THIS PROJECT MUST COME FROM AN APPROVED EROSION CONTROL PLAN SITE, A SITE
REGULATED UNDER THE MINING ACT OF 1971, OR A LANDFILL REGULATED BY THE DIVISION OF SOLID WASTE MANAGEMENT. DEBRIS FROM
DEMOLITION ACTIVITIES IS REQUIRED TO BE DISPOSED OF AT AN APPROVED FACILITY.
CONTRACTOR RESPONSIBILITY: DETAILS HAVE BEEN PROVIDED ON THE PLANS IN AN EFFORT TO HELP THE
CONTRACTOR PROVIDE EROSION AND SEDIMENTATION CONTROL. THE DETAILS SHOWN ON THE PLAN SHALL
BE CONSIDERED A MINIMUM. ADDITIONAL OR ALTERNATE DETAILS MAY BE FOUND IN THE NORTH CAROLINA
"EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL." THE CONTRACTOR SHALL BE SOLELY
RESPONSIBLE FOR PROVIDING NECESSARY AND ADEQUATE MEASURES FOR PROPER CONTROL OF EROSION
AND SEDIMENT RUNOFF FROM THE SITE ALONG WITH PROPER MAINTENANCE AND INSPECTION IN
COMPLIANCE WITH THE NPDES GENERAL PERMIT FOR STORM WATER DISCHARGES ASSOCIATED WITH
CONSTRUCTION ACTIVITY.
ALL EROSION 8 SEDIMENT CONTROL PRACTICES ARE SUBJECT TO FIELD MODIFICATION
AT THE DIRECTION OF THE CITY OF KANNAPOLIS, CABARRUS COUNTY, AND/OR NORTH
CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES.
THE CONTRACTOR SHALL PROVIDE A RAIN GAUGE ONSITE ANDCONDUCT EROSION AND SEDIMENT CONTROL SITE INSPECTIONS AT LEAST ONCE
PER EVERY SEVEN DAYS AND WITHIN 24 HOURS OF A 0.5 INCH RAIN EVENT THAT OCCURS OVER A 24 HOUR PERIOD. THE CONTRACTOR MUST TAKE
IMMEDIATE ACTION FOR ANY DEVICE FAILURE. RECORDS OF INSPECTIONS AND CORRECTIVE ACTIONS TAKEN ARE REQUIRED.
PROJECT OWNER SELF INSPECTION AND REPORTING REQUIREMENTS
THE PROJECT OWNER REPRESENTATIVE MUST INSPECT THE SEDIMENT AND EROSION CONTROL MEASURES ON A PROJECT AFTER EACH PHASE OF
THE PROJECT TO MAKE SURE THE THE APPROVED EROSION AND SEDIMENTATION CONTROL PLAN IS BEING FOLLOWED. SELF -INSPECTION
REPORTS ARE REQUIRED.
AS A MINIMUM, THE INSPECTIONS SHALL BE PERFORMED AFTER EACH OF THE FOLLOWING PHASES OF A PLAN:
1. INSTALLATION OF PERIMETER EROSION AND SEDIMENT CONTROL MEASURES.
2. INSTALLATION OF SEDIMENT TRAPSBASINS.
3. CLEARING AND GRUBBING OF EXISTING GROUND COVER.
4. COMPLETION OF ANY PHASE OF GRADING THAT REQUIRES PROVISION OF STABILIZATION.
5. INSTALLATION OF MEASURES DURING ANY PHASE OF THE PROJECT.
6. COMPLETION OF CONSTRUCTION OR DEVELOPMENT.
7. INSTALLATION OF STORMWATER RETENTION MEASURES.
8. QUARTERLY UNTIL THE ESTABLISHMENT OF PERMANENT CROUND COVER IS FULLY ESTABLISHED.
IF IT IS OBSERVED DURING INSPECTIONS THAT SEDIMENT HAS DEPOSITED WITHIN A STREAM OR WETLAND, THE DIVISION OF WATER QUALITY
REGIONAL OFFICE MUST BE NOTIFIED WITHIN 24 HOURS AND AWRITTEN RESPONSE PROVIDED WITHIN 5 DAYS. A COPY OF THE CORRESPONDF=E
IS REQUIRED TO BE SENT TO THE DIVISION OF LAND RESOURC. '.
I
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EROSION AND SEDIMENT CONTROL NARRATIVE
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SEAL
033448
p0:NGINEE
ROBERT L. CASH, P.E.
INC LICENSE
No. 033448
DATE
106/22/2017
DRAWN
I HK
DESIGNED
I JW
CHECKED
I RC
PROJECT#
1 CALATL1603
SHEET TITLE
EROSION CONTROL
DETAILS
SHEET NUMBER
C-704