SWA000160_Plansheet - Other_20220816

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PARCEL 130469
CROASDAILE COUNTRY CLUB INC.
DEED BOOK 1142 PAGE 270
PLAT BOOK 54 PAGE 1
ZONING: RS-10
USE: GOLF COURSE -
C1
DEVELO M N N 72°50'41 " E 390,39' Total
Pl°unq 6 &ou 62.86' FoU� J G -
nch P �,. /ron 2„
1pe 7 GM (Onlin� e 0 O O O
Uy/
Tree ine
394-
Curb & gutter
ff4i Oy �PF
I R \,'
39�3-_ -/--
aSAho/t /
RELOCATION OR REPLACEMENT OF EXISTING LIGHT
POLE SHALL BE COORDINATED WITH DUKE ENERGY
SAWCUT EXISTING ASPHALT MIN OF V OFF TZ
EDGE OF GUTTER TO PROVIDE CLEAN EDGE. p�
PIN #: 0812-07-48-8177
PARCEL 130484 \
PAR FOUR PROPERTIES
DEED BOOK 2046 PAGE 182
PLAT BOOK 1 8f REMOVE AND DISPOSE
ZONING: EXISTING CATCH BASINS
LAND USE: OFFICE
DEVELOPMENT TIER: SUBURBAN r
� IIW''____ 11
REMOVE AND DISPOSE
43 LF EXISTING 12" RCP
REMOVE AND DISPOSE EXISTING p .
CONCRETE SIDEWALK
I
'RELOCATION OR REPLACEMENT OF EXISTING LIGHT
POLE SHALL BE COORDINATED WITH DUKE ENERGY
REMOVE AND DISPOSE \
120 LF EXISTING 12" RCP
M /
REMOVE AND DISPOSE
9
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- • • 1�1,'�' �,1�'I� � Ct��•ip�lsa
'`..�21 MIN
I�
x
18" RCP (Approx
concrete sidewalk
180.4'
Split
StUCCo
BU r1 rate p/
#37\9
Two Story
One Story
REMOVE AND DISPOSE EXISTING
CONCRETE CURB AND GUTTER
7.53'
100' Rearyurd
1239 PG �67
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REMOVE AND DISPOSE EXISTING
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CONCRETE CURB AND GUTTER
AND CONCRETE PAD
29.8' 11o0
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7.3°�
27.7'
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738 ACY- 408 , 033,9 i
EXISTING TWO STORY BUILDING
35,042 SF FOOTPRINT
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Dumpster
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concrete
C
EROSION CONTROL NOTES:
1. ALL PRACTICES ARE REFERENCED TO NCDEQ EROSION AND SEDIMENT CONTROL
PLANNING AND DESIGN MANUAL. IT IS THE CONTRACTORS RESPONSIBILITY TO HAVE
THE LATEST VERSION.
2. ALL DISTURBED AREAS SHALL BE STABILIZED PER THE TABLE ON THIS SHEET.
3. ANY BORROW OR WASTE MATERIAL SHALL BE TAKEN / PLACED ON A SITE THAT HAS
AN ACTIVE APPROVED GRADING PERMIT. IF THIS IS NOT OBTAINABLE, THEN
CONTRACTOR MAY SUBMIT PLAN FOR APPROVAL TO NCDEQ PRIOR TO ANY OFF -SITE
BORROW / WASTE AREAS BEING DENUDED AND ANY GRADING OPERATIONS
STARTED ON THIS SITE.
4. ANY GRADING BEYOND THE DENUDED LIMITS SHOWN ON THIS PLAN IS IN VIOLATION
OF THE NCDEQ EROSION CONTROL ORDINANCE AND IS SUBJECT TO A FINE.
5. GRADING MORE THAN ONE (1) ACRE WITHOUT AN APPROVED EROSION CONTROL
PLAN IS A VIOLATION OF THE NCDEQ EROSION CONTROL ORDINANCE AND IS
SUBJECT TO A FINE.
6. SLOPES SHALL BE GRADED NO STEEPER THAN 2.5:1. FILL SLOPES GREATER THAN 10,
REQUIRE ADEQUATE TERRACING.
7. DETERMINATION OF AREA AND CALCULATIONS FOR ACREAGE OF LAND BEING
DISTURBED: AUTOCAD CIVIL 3D.
CONSTRUCTION SEQUENCE:
1. AFTER OBTAINING APPROVAL OF EROSION CONTROL PLAN APPLY FOR NCG01 CERTIFICATE OF
COVERAGE (COC) BEFORE ANY LAND DISTURBING ACTIVITIES CAN OCCUR. THE CERTIFICATE OF
COVERAGE CAN BE OBTAINED BY FILLING OUT THE ELECTRONIC NOTICE OF INTENT (E-NOI) FORM AT
DEQ.NC.GOV/NCG01. PLEASE NOTE, THE E-NOI FORM MAY ONLY BE FILLED OUT ONCE THE SEDIMENT
AND EROSION CONTROL PLAN HAS BEEN APPROVED.
2. ONCE COC HAS BEEN RECEIVED PROVIDE A COPY TO THE DURHAM COUNTY STORMWATER AND
EROSION CONTROL DIVISION AND SCHEDULE AN ONSITE PRE -CONSTRUCTION CONFERENCE AT
' LEAST 48 HOURS PRIOR TO BEGINNING ANY LAND DISTURBING ACTIVITY.
Founo'
lron pipe 314" 3. INSTALL A RAIN GAUGE ON THE SITE AND MAINTAIN A WRITTEN RECORD OF AMOUNTS OF ALL
0
REMOVE AND DISPOSE EXISTING
CONCRETE CURB AND GUTTER
'RY
Y
RAINFALL AND DATES.
4.
MARK CONSTRUCTION LIMITS.
5.
INSTALL SILT FENCE, SILT FENCE OUTLETS AND CONSTRUCTION ENTRANCE.
6.
CALL DURHAM COUNTY STORMWATER AND EROSION CONTROL DIVISION FOR FIRST INSPECTION.
7.
CALL FOR ON -SITE INSPECTION BY EROSION CONTROL INSPECTOR. WHEN EROSION CONTROL
MEASURES ARE APPROVED, BEGIN CONSTRUCTION.
8.
ALL EROSION CONTROL MEASURES MUST BE INSTALLED BEFORE CONSTRUCTION BEGINS.
9.
CLEAR AND GRUB SITE, DISPOSE OF ANY TREES, TRIMMING, STUMPS AND BRUSH.
10.
ALLOW FOR RUNOFF TO ENTER DROP INLETS AND MAINTAIN INLET PROTECTION.
11.
COMPLETE SITE CONSTRUCTION WITHIN THE PROJECT LIMITS AND STABILIZE SITE.
12.
MAINTAIN AND RECORD SELF INSPECTIONS PER 15A NCAC 04B.0131 OF NCDEQ FOR EACH PHASE OF
PROJECT TO ENSURE EROSION AND SEDIMENTATION CONTROL PLAN IS BEING FOLLOWED.
13.
MAINTAIN STORM WATER INSPECTION LOG PER NPDES PERMIT.
14.
EROSION AND SEDIMENTATION CONTROL MEASURES MUST BE INSPECTED AT LEAST ONCE PER 7
CALENDAR DAYS AND WITHIN 24 HOURS OF A RAINFALL EVENT GREATER THAN 0.5 INCHES PER 24
HOUR PERIOD.
15.
AFTER THE SITE IS STABILIZED, INSTALL PERMANENT VEGETATION ON THE DISTURBED AREAS AND
REMOVE TEMPORARY EROSION CONTROL DEVICES. SPOT SEED AND MULCH ALL RESULTING BARE
AREAS.
16.
REQUEST PRE -FINAL INSPECTION FOR "PUNCH LIST" ITEMS.
D DISPOSE EXISTING
17.
REMOVE ALL EROSION CONTROL DEVICES, SPREADING AND SEEDING ACCUMULATED SEDIMENT.
CURB AND GUTTER AND
REMOVAL OF EROSION CONTROL MEASURES SHALL BE APPROVED BY EROSION CONTROL
J WITHIN ISLAND
INSPECTOR.
18.
REQUEST FINAL INSPECTION FROM DURHAM COUNTY STORMWATER AND EROSION CONTROL
DIVISION.
19.
ONCE THE SITE IS COMPLETE AND STABILIZED WITH THE ESTABLISHMENT OF PERMANENT
GROUNDCOVER AND APPROVAL FROM DURHAM COUNTY STORMWATER AND EROSION CONTROL
DIVISION HAS BEEN GIVEN TO CLOSE OUT THE EROSION AND SEDIMENT CONTROL PLAN, THE
#: 0812- 58-83-0579
PERMITTEES SHALL VISIT DEQ.NC.GOV/NCG01 TO SUBMIT AN ELECTRONIC NOTICE OF TERMINATION
PARCEL 130467
(E-NOT). A $100 ANNUAL GENERAL PERMIT FEE WILL BE CHARGED UNTIL THE E-NOT HAS BEEN FILLED
CROASDAILE DRIVE LLC
our.
BOOK 4178 PAGE 530
J
(207.THERE
ARE CURRENTLY NO PLANS FOR FUTURE DEVELOPMENT OF THIS SITE. Q
BOOK 115 PAGE 144
ZONING: 01
LAND USE: OFFICE
-OPMENT TIER: SUBURBAN
MAINTENANCE OF EROSION CONTROL MEASURES:
1. INSPECT SEDIMENT FENCE PERIODICALLY & AFTER EACH RAINFALL EVENT & REPLACE
DAMAGED FABRIC IMMEDIATELY. REMOVE EXCESS SEDIMENT DEPOSITS PROMPTLY.
UPON STABILIZATION & APPROVAL OF DRAINAGE AREA, REMOVE FENCING & RESTORE
MITS OF DISTURBANCE (TYP)
AREA TO GRADE.
85 ACRES TOTAL
2. SEDIMENT SHALL BE REMOVED FROM BEHIND THE SILT FENCE WHEN THE SEDIMENT
EE COVERAGE AREA TO BE REMOVED
DEPTH EQUALS 0.5 FEET DEPTH AT THE FENCE. SILT FENCE WILL BE REPAIRED OR
'P) 0.36 ACRES TOTAL
REPLACED AS NECESSARY TO ENSURE EFFECTIVENESS.
3. INSPECT INLET AND PIPE PROTECTION AT LEAST WEEKLY AND AFTER EACH
SIGNIFICANT RAINFALL (0.5 INCH OR GREATER). CLEAR THE MESH WIRE OF ANY
DEBRIS OR OTHER OBJECTS TO PROVIDE ADEQUATE FLOW FOR SUBSEQUENT RAINS.
TAKE CARE NOT TO DAMAGE OR UNDERCUT THE WIRE MESH DURING SEDIMENT
REMOVAL. REPLACE STONE AS NEEDED.
\ ~ o w I 4. INSPECT TEMPORARY SEEDED AREAS WITHIN 6 WEEKS OF PLANTING TO VERIFY
REMOVE AND DISPOSE ADEQUATE STANDS. FERTILIZE, RESEED & REMULCH DAMAGED & SPARSE AREAS
\ REMOVE AND DISPOSE EXISTING IMMEDIATELY. TACK MULCH & REPLACE AS NECESSARY. CONTINUE INSPECTIONS
�s EXISTING TREE (TYP) qK \ p UNTIL VEGETATION IS WELL ESTABLISHED.
/C
KaR y \ CONCRETE CURB AND GUTTER
oR Y\ /Cko y
-1_ 7 42 T S Ry �� l h
SS - n o
C 38 T I 380
FO \ C
EXISTING
FIRE HYDRAN"TREE PROTECTION (TYP)
TEMPORARY SILT FENCE
EXISTING PUBLIC (TYP) TEMPORARY SILT FENCE OUTLET (TYP)-
6" CIP WATER LINE �W�W EXISTING
SEW 12" CIP WATERLINE
-W E
-�a� T aN - W
hyp BM W � W W REMOVE AND DISPOSE EXISTING
-'LEV:38Rq�T CONCRETE SIDEWALK `N W W -
a 344' ��� )A �E DRIV?
'15$9 CONTRACTOR SHALL COORDINATE RELOCATION OF EXISTING (NORTH 1-85 SERVICE ROAD)
TELECOM SERVICES AROUND PROPOSED SAND FILTER AREA VARIABLE WIDTH R/W
(PART OF 1-85 R/W)
OD
REMOVE AND DISPOSE
EXISTING
I�O
5.
INSPECT RIPRAP OUTLET STRUCTURES AFTER HEAVY RAINS FOR EROSION AROUND
CONCRETE SIDEWALK
APRON & FOR STONE DISPLACEMENT. REPAIR IMMEDIATELY WITH SIMILAR SIZED
STONES.
D
�
K o
S�qn
�6.
INSPECT PERMANENT SEEDED AREAS FOR EROSION OR DIE FOR 1 YEAR. REPAIR
CK
Q
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//
-OUT
DAMAGED, BARE, OR SPARSE AREAS BY FILLING GULLIES, REFERTILIZING, RESEEDING,
�4
h
F u
o
MULCHING & TACKING.
nd 7"
lr
0'
24 RCP
f
concr
Rip
e sidewalk on P/
Pe
-
Rap
7.
THE CONTRACTOR IS RESPONSIBLE FOR THE PERFORMANCE OF THE EROSION
CONTROL MEASURES AND SHALL ADD ADDITIONAL MEASURES AS NEEDED TO
COMPLY WITH THE NORTH CAROLINA SEDIMENT CONTROL LAW AND LOCAL
L
TC-
AUTHORITIES.
SS
SSSSSS
SS
8.
NO ADJUSTMENTS WILL BE MADE TO THE CONTRACT PRICE FOR MAINTENANCE OF
EROSION CONTROL MEASURES.
TEMPORARY CONCRETE WASHOUT
W W W W W P�tVVl'd 9 - W W W
REMOVE AND DISPOSE EXISTING
CONCRETE SIDEWALK
DURHAM COUNTY SOIL AND EROSION CONTROL NOTES:
1. A SEDIMENTATION AND EROSION CONTROL PLAN MUST BE SUBMITTED AND APPROVED PRIOR TO THE
ISSUANCE OF A LAND -DISTURBANCE PERMIT.
2. IF AN OFFSITE SOIL SPOIL OR BORROW SITE IS UTILIZED, THEN THE DISTURBED AREA FOR THE
SPOIL/BORROW SITE MUST BE INCLUDED IN THE LAND -DISTURBANCE PLAN AND PERMIT UNLESS THE
SPOIL/BORROW SITE ALREADY HAS A LAND -DISTURBANCE PERMIT.
GRAPHIC SCALE
30 0 15 30 60
( IN FEET)
1 inch = 30 ft.
EXISTING LEGEND
- -
PROPERTY LINE
- - -
RIGHT-OF-WAY LINE
EXISTING CURB LINE
-
GENERAL EASEMENT LINE
--------- 722--------
EXISTING MINOR CONTOUR
------720-----
EXISTING MAJOR CONTOUR
-W-W-
EXISTING WATER LINE
-&
EXISTING FIRE HYDRANT
m
EXISTING GATE VALVE
pW
EXISTING WATER METER
-ss ss►
EXISTING SANITARY SEWER PIPE
ss s�
EXISTING SANITARY SEWER MANHOLE
EXISTING STORM PIPE
®
EXISTING CATCH BASIN
EXISTING DITCH
CABLE
EXISTING UNDERGROUND CABLE
ov off
EXISTING OVERHEAD UTILITY LINE
ucE ua-
EXISTING UNDERGROUND ELECTRIC
FO/C
EXISTING FIBER OPTIC CABLE
G G
EXISTING GAS MAIN
-X X
EXISTING FENCE
EXISTING UTILITY PLOE
BENCHMARK
EXISTING SWALE
<
PROPOSED SWALE
EROSION CONTROL LEGEND
SEE NOTES AND DETAILS
SYMBOL DESCRIPTION
__� 850 ---
PROPOSED TEMP. GRADING CONTOURS
PROPOSED TEMP. GRAVEL
CONSTRUCTION ENTRANCE/EXIT
PROPOSED CONCRETE WASHOUT AREA
PROPOSED TEMP. SILT FENCE
PROPOSED SILT FENCE OUTLET
PROPOSED ROCK PIPE INLET PROTECTION
LOD
PROPOSED LIMITS OF DISTURBANCE
PROPOSED SILT SACK
C C;
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ENGINEERS
PLANNERS
SURVEYORS
SCIENTISTS
CES Group Engineers, LLP
NC FIRM LICENSE #F-1240
274 N. Hwy. 16, SUITE 300
DENVER, NC 28037
T 704. 489.1500
www.ces-group.net
SEAL-
CARD
AL $
- 041342 $ -
M. coL �
011111110\`\
SUBMITTALS
DATE:
PURPOSE:
12/01/2021
75% VA SUBMITTAL
12/28/2021
100% VA SUBMITTAL
02/07/2022
FIRST PERMIT SUBMITTAL
04/21/2022
SECOND PERMIT SUBMITTAL
7/19/2022
THIRD PERMIT SUBMITTAL
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PROJECT NO:
7768 - 1021 CD
DRAWING REVISIONS
NO:
REVISION DESC.
DATE:
1
CITY COMMENTS
04/21/202
3
CITY/NCDEQ COMMENTS
7/19/2022
DRAWN BY: SC
REVISED BY: SC
CHECKED BY: DL
ISSUED BY: SC
DRAWING TITLE:
DEMOLITION &
EROSION
CONTROL PHASE 1
DRAWING NUMBER:
■
,opyright 2021 CES Group Engineers, LLP