SW6120505_APPROVED PLANS_20120817

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW �OZJ �.�%5
DOC TYPE
❑ CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
DOC DATE
2aa03
YYYYMMDD

GENERAL CONSTRUCTION AND UTILITY NOTES
1. EXISTING UNDERGROUND STRUCTURES AND UTILITIES SHOWN ARE BASED ON
FIELD SURVEYS AND BEST AVAILABLE RECORD DRAWINGS. THE CONTRACTOR
SHALL FIELD VERIFY CONDITIONS PRIOR TO STARTING CONSTRUCTION AND
NOTIFY THE ENGINEER OF ANY DISCREPANCIES.
2. THE CONTRACTOR SHALL CONTACT NORTH CAROLINA ONE CALL AT
1-800-632-4949 FOR ASSISTANCE LOCATING EXISTING UTILITIES. THE
CONTRACTOR SHALL CALL AT LEAST 48 HOURS PRIOR TO ANY DIGGING.
3. ALL CONSTRUCTION SHALL CONFORM TO CUMBERLAND COUNTY AND N.C.D.O.T.
STANDARDS AND SPECIFICATIONS. ALL WATER AND SEWER IMPROVEMENTS
SHALL CONFORM TO PUBLIC WORKS COMMISSION STANDARDS AND
SPECIFICATIONS.
4. ALL CONSTRUCTION WITHIN THE N.C.D.O.T. RIGHT-OF-WAY SHALL CONFORM TO
N.C.D.O.T. STANDARDS AND SPECIFICATIONS. CONTACT THE DISTRICT OFFICE
AT [phone] 24 HOURS PRIOR TO CONSTRUCTION.
5. THE PROPERTY SHOWN HEREON IS SUBJECT TO ALL EASEMENTS OF RECORD
AFFECTING SAME.
6. NO TITLE SEARCH HAS BEEN PERFORMED BY THIS FIRM DURING THE COURSE
OF THIS SURVEY.
7. COPYRIGHT MAY 26, 2011 BY CE GROUP, INC. CARY, NC. COPIES OF THIS PLAT
MAY ONLY BE USED FOR PRESERVATION OF SURVEY EVIDENCE BY CURRENT
AND SUBSEQUENT OWNERS. NO ALTERATIONS OR ADDITIONS MAY BE MADE.
8. ALL DISTANCES ARE HORIZONTAL GROUND DISTANCES.
9. THIS SURVEYOR DOES NOT CERTIFY TO THE EXISTENCE OR NON-EXISTENCE OF
ANY UNDER GROUND UTILITIES THAT MAY OR MAY NOT EXIST WITHIN THE
BOUNDARIES AS SHOWN HEREON.
10. THE PROPERTY SHOWN HEREON IS NOT LOCATED IN A FLOOD ZONE AS SHOWN.
CONSTRUCTION PLANS
FOR
BAYWOOD PLAZA
QITC rIATA
OWNER: RIGHT STAR PROPERTIES, LLC
PIN: 0466-78-8437
DB. 8655 PG. 756-757
PB. 130 PG. 98
SITE AODRESS: 4427 CLINTON ROAD
FAYETTEVILLE, NC 28312-8702
TOTAL SITE ACREAGE: t 1.85 Ac,
ZONING: C1(P)
SETBACKS:
FRONT: 45'
SIDE: 15' & 45'
REAR: 20'
BUILDING INFORMATION
EXISTING USE: RESIDEN I IAL
PROPOSED USE: COMMERCIAL RETAIL
PROPOSED BLDG SIZE: ± 14,430 SF GROSS AREA (1 STORY)
EXISTING SITE IMPERVIOUS: ± 8,846 SF (11% OF SITE)
PROPOSED IMPERVIOUS COVERAGE: ± 50,000 SF (62% OF SITE)
PROPOSED DISTURBED AREA: ± 2.61 AC
PARKING REQUIREMENTS: 1 SPACE PER 200 SF NET RETAIL AREA
14,400 S.F. NET AREA
TOTAL PARKING REQUIRED: 72 SPACES
PARKING PROVIDED: 74 SPACES (4 H.C. SPACES - ONE VAN
ACCESSSIBLE)
4427 CLINTON ROAD
FAYETTEVILLE, NC 28312
MAY 11 2012
REVISED: JULY 127 2012
VICINITY MAP
NTS
INDEX TO DRAWINGS
COVER SHEET ................ ... . .... . ............
1
EXISTING CONDITIONS 1 DEMOLITION,PL.AN
2
SITE PLAN, ..... . . ............... . . . . ... .... .....
............... 3
PHASE I EROSION CONTROL PLAN. ...... .. . . . .
I ... . ...... 4A
PHASE 2 EROSION CONTROL PLAN .. ........... ..................
1. .. 413
GRADING PLAN ....................... ....................
.. ... 5
UTILITY PLAN ....................... . . ........ ... ................
6
SANITARY SEWER PLAN & PROFILE . ........................
. ..... 7
LANDSCAPE PLAN ................
........ .. 8
UTILITY DETAILS. ... . .... .......... .......... .......... ...............
. 9-10
SITE DETAILS... . . ................. .............. . .........
.......... .. 11
EROSION CONTROL DETAILS.........
... ..... 12
EROSION CONTROL DETAILS......
12A
WET DETENTION DETAILS ............................... ...............
13
WET DETENTION LANDSCAPING .... . ................. ...............
.14
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CE GROUP
301 GLENWOOD AVE. 220
RALEIGH,NC 27603
PHONE: [phone]
FAX [phone]
www.cegroupinc.com
License # C-1739
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Date:
APRIL, 2012
Scale:
NIA
Drawn:
ACS
Checked:
AJF
Project No.
127-144
Computer Dwg. Name
127-144 sht-01 Cover
Sheet No:
1
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+1-30' CL TO RIGHT OF WAY
VARIES
EXISTING PAVEMEN EXISTING PAVEMENT 0-+1-12' 6' 6'
SHLI]R 4:1
2 % min.
fl SLOPE JPEFZIF
SAWCUT EXISTING EDGE
OF PAVEMENT (TYP.)
TYPICAL WIDENING SECTION
NTS
MILL OUT 1.5' WIDE STRII
OF EXISTING PAVEMENT
1 112" DEEP 1
2 5".1-79:g8,EkStT EXISTING
PAVEMENT
5" F?NiI€lLT B41SE C1ll ©Q SECTION
' 3 i
LAP JOINT DETAIL I
NTS NIF
TODD M. EDGE &
DEBBIE K. EDGE I
D.B. 3384, PG. 514 I
ZONED RR
RESIDENTIAL USE EIP
EIP
NIF
TODD M. EDGE & ao
DEBBIE K. EDGE
9
D.B. 3522, PG. 544
ZONED RR
U.1
RESIDENTIAL USE
co
c.
�IPROPOSED 6' HIGH WOOD
FENCE (SEE DETAIL)
,
30
3:1 SLOPE
NOTE: PROVIDE REFELCTIVE
MARKERS AS REQUIRED BY
NCDOT.
REPRESENTS TYPICAL PAVEMENT
SECTION AREA
GENERAL CONSTRUCTION AND UTILITY NOTES
SITE DATA
OWNER: RIGHT STAR PROPERTIES, LLC
1. EXISTING UNDERGROUND STRUCTURES AND UTILITIES SHOWN ARE BASED ON
FIELD SURVEYS AND BEST AVAILABLE RECORD DRAWINGS. THE CONTRACTOR
PIN: 0466-78-8437
SHALL FIELD VERIFY CONDITIONS PRIOR TO STARTING CONSTRUCTION AND
DB, 8655 PG. 756-757
NOTIFY THE ENGINEER OF ANY DISCREPANCIES.
PB. 130 PG. 98
2. THE CONTRACTOR SHALL CONTACT NORTH CAROLINA ONE CALL AT
SITE ADDRESS: 4427 CLINTON ROAD
1-800-632-4949 FOR ASSISTANCE LOCATING EXISTING UTILITIES. THE
FAYETTEVILLE, NC 28312-8702
CONTRACTOR SHALL CALL AT LEAST 48 HOURS PRIOR TO ANY DIGGING.
TOTAL SITE ACREAGE: t 1.85 Ac.
3. ALL CONSTRUCTION SHALL CONFORM TO CUMBERLAND COUNTY AND N.C.D.O.T.
STANDARDS AND SPECIFICATIONS, ALL WATER AND SEWER IMPROVEMENTS
ZONING: C1(P)
SHALL CONFORM TO PUBLIC WORKS COMMISSION STANDARDS AND
SPECIFICATIONS.
SETBACKS:
FRONT: 45'
4. ALL CONSTRUCTION WITHIN THE N.C.D.O.T. RIGHT-OF-WAY SHALL CONFORM TO
SIDE: 15' & 45'
N.C.D.O.T. STANDARDS AND SPECIFICATIONS. CONTACT THE DISTRICT OFFICE
REAR: 20'
AT [phone] 24 HOURS PRIOR TO CONSTRUCTION.
BUILDING INFORMATION:
5. THE PROPERTY SHOWN HEREON IS SUBJECT TO ALL EASEMENTS OF RECORD
EXISTING USE: RESIDENTIAL
AFFECTING SAME.
PROPOSED USE: COMMERCIAL RETAIL
6. NO TITLE SEARCH HAS BEEN PERFORMED BY THIS FIRM DURING THE COURSE
PROPOSED BLDG SIZE: t 14,430 SF GROSS AREA (1 STORY)
OF THIS SURVEY.
EXISTING SITE IMPERVIOUS: t 8,846 SF (11% OF SITE)
7. COPYRIGHT MAY 26, 2011 BY CE GROUP, INC. CARY, NC. COPIES OF THIS PLAT
PROPOSED IMPERVIOUS COVERAGE: t 50,000 SF (62% OF SITE)
MAY ONLY BE USED FOR PRESERVATION OF SURVEY EVIDENCE BY CURRENT
PROPOSED DISTURBED AREA: t 2.61 AC
AND SUBSEQUENT OWNERS. NO ALTERATIONS OR ADDITIONS MAY BE MADE.
PARKING REQUIREMENTS: 1 SPACE PER 200 SF NET RETAIL AREA
8. ALL DISTANCES ARE HORIZONTAL GROUND DISTANCES.
14,400 S.F. NET AREA
TOTAL PARKING REQUIRED: 72 SPACES
9, THIS SURVEYOR DOES NOT CERTIFY TO THE EXISTENCE OR NON-EXISTENCE OF
ANY UNDER GROUND UTILITIES THAT MAY OR MAY NOT EXIST WITHIN THE
PARKING PROVIDED: 74 SPACES (4 H.C. SPACES - ONE VAN
BOUNDARIES AS SHOWN HEREON.
ACCESSSIBLE)
10, THE PROPERTY SHOWN HEREON IS NOT LOCATED IN A FLOOD ZONE AS SHOWN.
STORMWATER MANGEMENT AREA
ACCESS AND MAINTENANCE EASEMENT
NIF
JOHN WALLACE KOONCE
& CLARA PAGE KOONCE
REVOCABLE LIVING TRUST
D.B. 6820, PG_ 298
ZONED RR
RESIDENTIAL USE S02-22'59"E 422.57' (TOTAL)
i--- 40' R
150' FULL LANE
WHITE
RIGHT TURN ARROW
NCDOT STD.1205.08
FINAL DESIGN
NOT RELEASED
FOR CONSTRUCTION
\
\
►l
NORTH
20' 10, 0 20' 40'
SCALE: 1" = 20'
PROPOSED 6' HIGH WOOD
PROPOSED ELECTRICAL
FENCE (SEE DETAIL)
TRANSFORMER PAD
COORDINATE WIUTILITY
I2
PROVIDER
P
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R= 5'
R , 5;
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CONCRETE WHEEL
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~
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13 SPACES
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PROPOSED
MONUMENT SIGN
100' TAPER
EDGE LINE
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WHITE NCDOT STD.1205.01
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Date:
APRIL 2012
Scale:
1" = 20'
Drawn:
ACS
Checked:
AJF
Project NO.
127-144
Computer Dwg. Name
127-144 sht-03 Site Plan
.SoSoZ1g ZLt X4
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GENERAL CONSTRUCTION AND UTILITY NOTES
SITE DATA
OWNER: RIGHT STAR PROPERTIES, LLC
FINAL DESIGN
NOT RELEASED
FOR CONSTRUCTION
NORTH
20' 10, 0 20' 40'
SCALE: 1" = 20'
1. EXISTING UNDERGROUND STRUCTURES AND UTILITIES SHOWN ARE BASED ON
FIELD SURVEYS AND BEST AVAILABLE RECORD DRAWINGS, THE CONTRACTOR
SHALL FIELD VERIFY CONDITIONS PRIOR TO STARTING CONSTRUCTION AND
NOTIFY THE ENGINEER OF ANY DISCREPANCIES.
2. THE CONTRACTOR SHALL CONTACT NORTH CAROLINA ONE CALL AT
1-800-632-4949 FOR ASSISTANCE LOCATING EXISTING UTILITIES. THE
CONTRACTOR SHALL CALL AT LEAST 48 HOURS PRIOR TO ANY DIGGING.
3. ALL CONSTRUCTION SHALL CONFORM TO CUMBERLAND COUNTY AND N.C.D.O.T.
STANDARDS AND SPECIFICATIONS. ALL WATER AND SEWER IMPROVEMENTS
SHALL CONFORM TO PUBLIC WORKS COMMISSION STANDARDS AND
SPECIFICATIONS.
4. ALL CONSTRUCTION WITHIN THE N.C.D.O.T. RIGHT-OF-WAY SHALL CONFORM TO
N.C.D.O.T. STANDARDS AND SPECIFICATIONS. CONTACT THE DISTRICT OFFICE
AT [phone] 24 HOURS PRIOR TO CONSTRUCTION.
5. THE PROPERTY SHOWN HEREON IS SUBJECT TO ALL EASEMENTS OF RECORD
AFFECTING SAME.
6. NO TITLE SEARCH HAS BEEN PERFORMED BY THIS FIRM DURING THE COURSE
OF THIS SURVEY.
7. COPYRIGHT MAY 26, 2011 BY CE GROUP, INC. CARY, NC. COPIES OF THIS PLAT
MAY ONLY BE USED FOR PRESERVATION OF SURVEY EVIDENCE BY CURRENT
AND SUBSEQUENT OWNERS. NO ALTERATIONS OR ADDITIONS MAY BE MADE.
8. ALL DISTANCES ARE HORIZONTAL GROUND DISTANCES.
9. THIS SURVEYOR DOES NOT CERTIFY TO THE EXISTENCE OR NON-EXISTENCE OF
ANY UNDER GROUND UTILITIES THAT MAY OR MAY NOT EXIST WITHIN THE
BOUNDARIES AS SHOWN HEREON.
10. THE PROPERTY SHOWN HEREON IS NOT LOCATED IN A FLOOD ZONE AS SHOWN.
LEGEND
1C PROPOSED CATCH FLARED END SECTION
® PROPOSED GRATE (SEE SHT _ FOR DETAIL)
-- - - -- - DISTURBED LIMIT LINE (TYP.)
....... ---- ......... EXISTING INTERMEDIATE CONTOURS
wH EXISTING INDEX CONTOURS
PROPOSED INTERMEDIATE CONTOURS
95 PROPOSED INDEX CONTOURS
STORM DRAINAGE PIPING
+B/C= BACK OF CURB
+E/P= EDGE OF PAVEMENT
+F/G= FINISHED GRADE
+H/P= HIGH POINT
+T/P= TOP OF CONCRETE
+TIP= TOP OF PAVEMENT
+T/S= TOP OF SIDEWALK
XEIP= EXISTING EDGE OF PAVEMENT
XTIP= EXISTING TOP OF PAVEMENT
PIN: 0466-78-8437
DB. 8655 PG, 756-757
PB. 130 PG. 98
SITE ADDRESS: 4427 CLINTON ROAD
FAYETTEVILLE, NC 28312-8702
TOTAL SITE ACREAGE: f 1.85 Ac.
ZONING: Ci(P)
SETBACKS:
FRONT: 45'
SIDE: 15' & 45'
REAR: 20'
BUILDING INFORMATION:
EXISTING USE: RESIDENTIAL
PROPOSED USE: COMMERCIAL RETAIL
PROPOSED BLDG SIZE: t 14,430 SF GROSS AREA (1 STORY)
EXISTING SITE IMPERVIOUS: t 8,846 SF (11 % OF SITE)
PROPOSED IMPERVIOUS COVERAGE: t 50,000 SF (62% OF SITE)
PROPOSED DISTURBED AREA: t 2.61 AC
PARKING REQUIREMENTS: 1 SPACE PER 200 SF NET RETAIL AREA
14,400 S.F. NET AREA
TOTAL PARKING REQUIRED: 72 SPACES
PARKING PROVIDED: 74 SPACES (4 H.C. SPACES - ONE VAN
ACCESSSIBLE)
NIF
JOHN WALLACE KOONCE
& CLARA PAGE KOONCE
NIF REVOCABLE LIVING TRUST
TODD M. EDGE & , DISTURBED LIMIT LINE D.B. 6820, PG. 298
DEBBIE K. EDGE (TYP.) ZONED RR
D.B. 3384, PG. 514 RESIDENTIAL USE
ZONED RR
�.Ni
RESIDENTIAL USE �
EIP = 144.0
---�- EIP �430 143.0
142.0
j44 0#3` AA Jn_�_7
46.0
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144.0 EIP=143.98
143.0�IP 144.00 S
EIP=143.98
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Date:
April 2012
Scale:
V=20'
Drawn:
ACS
Checked:
AJF
Project No.
127-144
Computer Dwg. Name
127-144 sht-06 Grading Plan
soacvoz 19 7
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GENERAL CONSTRUCTION AND UTILITY NOTES
1. EXISTING UNDERGROUND STRUCTURES AND UTILITIES SHOWN ARE BASED ON
FIELD SURVEYS AND BEST AVAILABLE RECORD DRAWINGS. THE CONTRACTOR
SHALL FIELD VERIFY CONDITIONS PRIOR TO STARTING CONSTRUCTION AND
NOTIFY THE ENGINEER OF ANY DISCREPANCIES.
2, THE CONTRACTOR SHALL CONTACT NORTH CAROLINA ONE CALL AT
1-800-632-4949 FOR ASSISTANCE LOCATING EXISTING UTILITIES. THE
CONTRACTOR SHALL CALL AT LEAST 48 HOURS PRIOR TO ANY DIGGING.
3. ALL CONSTRUCTION SHALL CONFORM TO CUMBERLAND COUNTY AND N.C.D.O.T.
STANDARDS AND SPECIFICATIONS. ALL WATER AND SEWER IMPROVEMENTS
SHALL CONFORM TO PUBLIC WORKS COMMISSION STANDARDS AND
SPECIFICATIONS.
4. ALL CONSTRUCTION WITHIN THE N.C.D.O.T. RIGHT-OF-WAY SHALL CONFORM TO
N.C.D.O.T. STANDARDS AND SPECIFICATIONS. CONTACT THE DISTRICT OFFICE
AT [phone] 24 HOURS PRIOR TO CONSTRUCTION.
5. THE PROPERTY SHOWN HEREON IS SUBJECT TO ALL EASEMENTS OF RECORD
AFFECTING SAME.
6. NO TITLE SEARCH HAS BEEN PERFORMED BY THIS FIRM DURING THE COURSE
OF THIS SURVEY.
7. COPYRIGHT MAY 26, 2011 BY CE GROUP, INC. CARY, NC. COPIES OF THIS PLAT
MAY ONLY BE USED FOR PRESERVATION OF SURVEY EVIDENCE BY CURRENT
AND SUBSEQUENT OWNERS. NO ALTERATIONS OR ADDITIONS MAY BE MADE.
8. ALL DISTANCES ARE HORIZONTAL GROUND DISTANCES.
9. THIS SURVEYOR DOES NOT CERTIFY TO THE EXISTENCE OR NON-EXISTENCE OF
ANY UNDER GROUND UTILITIES THAT MAY OR MAY NOT EXIST WITHIN THE
BOUNDARIES AS SHOWN HEREON.
10. THE PROPERTY SHOWN HEREON IS NOT LOCATED IN A FLOOD ZONE AS SHOWN.
NIF
TODD M. EDGE &
DEBBIE K. EDGE
D.B. 3384, PG. 514 1
ZONED RR 1
RESIDENTIAL USEEIP
I
NIF
TODD M. EDGE &
DEBBIE K. EDGE
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D.B. 3522, PG. 544
ZONED RR
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OWNER: RIGHT STAR PROPERTIES, LLC
PIN: 02166-78-8437
DB. 8655 PG. 756-757
PB. 130 PG. 98
SITE ADDRESS: 4427 CLINTON ROAD
FAYETTEVILLE, NC 28312-8702
TOTAL SITE ACREAGE: ± 1.85 Ad.
ZONING: C1(P)
SETBACKS:
FRONT: 45'
SIDE: 15' & 45'
REAR: 20'
BUILDING INFORMATION:
EXISTING USE: RESIDENTIAL
PROPOSED USE: COMMERCIAL RETAIL
PROPOSED BLDG SIZE: ± 14,430 SF GROSS AREA (1 STORY)
EXISTING SITE IMPERVIOUS: ± 8,846 SF (11% OF SITE)
PROPOSED IMPERVIOUS COVERAGE: ± 50,000 SF (62% OF SITE)
PROPOSED DISTURBED AREA: ± 2.61 AC
PARKING REQUIREMENTS: 1 SPACE PER 200 SF NET RETAIL AREA
14,400 S.F. NET AREA
TOTAL PARKING REQUIRED: 72 SPACES
PARKING PROVIDED: 74 SPACES (4 H.C. SPACES - ONE VAN
ACCESSSIBLE)
PLANT LIST
KEY
QUAN.
BOTANICAL NAME COMMON NAME
CALIPER
HT.
ROOT
REMARKS
TREES
AR
9
Acer rubrum 'OCTOBER GLORY
October Glory Red Maple
2" Mil` .
1 0' - 121
B � 13
Full
LN
13
Lagerstroemia indica CAROLINA BFAU7Y
Red Flowering Crape Myrtle
-
G' - T
B it B
Full
LW
12
Lagerstroemia indica x faunei 'NATCHEZ'
White Flowering Crape Myrtle
0- 7'
B it B
Full
SHRUBS
IC
59
Ilex crenata 'HELLEFT
Feller holly
-
18..
3 GAL
Full
LAWN
LAWN
Cynodon dactylon
Bermuda Gra55
-
5eed
121b51Ac.
seed
STREETSCAPE PLANTING
(ALONG SAPWOOD RD.)
(2) SMALL TREES 1 50 LF ROAD FRONTAGE
ROAD FRONTAGE = 446 LF
(18) SMALL TREES REQUIRED
(18) Lagerstroemia indica
(18) TOTAL TREES PROVIDED
NIF
JOHN WALLACE KOONCE
& CLARA PAGE KOONCE
REVOCABLE LIVING TRUST
D.B. 6820, PG. 298
ZONED RR
RESIDENTIAL USE
LANDSCAPE CALCULATIONS
VEHICLE USE AREA LANDSCAPING BUILDING YARD LANDSCAPING
(ALONG CLINTON RD.)
(1) LARGE TREE OR (2) SMALL TREES 120 SPACES (1) TREE & (10) SHRUBS 150 LF BLDG WIDTH
(1) LARGE TREE 150 LF ROAD FRONTAGE VEHICLE USE AREA = 72 SPACES BUILDING WIDTH = 293 LF
ROAD FRONTAGE = 219 LF (4) LARGE TREES REQUIRED (6) TREES & (59) SHRUBS REQUIRED
(5) LARGE TREES REQUIRED
(5) Acer Rubrum 'OCTOBER GLORY'
(4) Acer rubrum 'OCTOBER GLORY' (7) Lagerstroemia indica (5) TOTAL TREES PROVIDED (4) TOTAL TREES PROVIDED (7) TOTAL TREES PROVIDED
(59) Ilex crenata 'Helleri'
S02-22'59"E 422.57' (TOTAL)
nnr%nnc+1r1n c, ul/nu
BAYS
:
OD
ROAD - SR 18
(VARra LE woo-rHHr... 31
PI7BLIC R/VV)
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(59) TOTAL SHRUBS PROVIDED
NORTH
20' 10, 0 20' 40'
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1119
CE GROUP
301 GLEN WOOD AVE. 220
RALEIGH,NC 27603
PHONE: [phone]
FAX: [phone]
www.cegroupinc.com
License # C-1739
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Date:
MARCH 2O12
Scale:
1"=20'
Drawn:
ACS
Checked:
AJF
Project No.
127-144
Computer Dwg. Name
127-144 sht-08 Landscape Plan
Sheet No:
Of

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DAM EMBANKMENT CONSTRUCTION NOTES
1. CONSTRUCTIN OF THIS DAM SHALL BE DONE UNDER THE OBSERVATION OF A QUALIFIED GEOTECHNICAL
ENGINEER, WHO IS A REGISTERED PROFESSIONAL ENGINEER IN THE STAT OF NORTH CAROLINA.
CONTROLLED FILL, AS SPECIFIED BY THE GEOTECHNICAL ENGINEER, IN THE DAM EMBANKMENT SHALL
BE PLACED IN 6-INCH LOOSE LAYERS (3-INC LOOSE LAYERS WITHIN 3-FEET OF EITHER SIDE OF THE
PRINCIPAL SPILLWAY PIPE TO A DEPTH OF 2-FEET OVER THE PIPE) AND SHALL BE COMPACTED TO A
DENSITY OF NO LESS THAN 95% OF THE STANDARD PROCTOR MAXIMUM DENSITY AT A MOISTURE
CONTENT OF + OR - TWO PERCENTAGE POINTS OF THE OPTIMUM MOISTURE CONTENT IN ACCORDANCE
WITH ASTM D698.
2. ALL VISIBLE ORGANIC DEBRIS SUCH AS ROOTS AND LIMBS SHALL BE REMOVED FROM THE FILL MATERIAL
PRIOR TO COMPACTION TO THE REQUIRED DENSITY. SOILS WITH ORGANIC MATTER CONTENT
EXCEEDING 5% BY WEIGHT SHALL NOT BE USED. STONES GREATER THAN 3-INCH (IN ANY DIRECTION)
SHALL BE REMOVED FROM THE FILL PRIOR TO COMPACTION.
3. FILL MATERIAL PLACED AT DENSITIES LOWER THAN SPECIFIED MINIMUM DENSITIES OR AT MOISTURE
CONTENTS OUTSIDE THE SPECIFIED RANGES OR OTHERWISE NOT CONFORMING TO SPECIFIED
REQUIREMENTS SHALL BE REMOVED AND REPLACED WITH ACCEPTABLE MATERIALS.
4. ANY FILL LAYER THAT IS SMOOTH DRUM ROLLED TO REDUCE MOISTURE PENETRATION DURING A STORM
EVENT SHALL BE PROPERLY SCARIFIED PRIOR TO THE PLACEMENT OF THE NEXT SOIL LIFT.
5. SURFACE WATER AND STREAM FLOW SHALL BE CONTINUOUSLY CONTROLLED THROUGHOUT
CONSTRUCTION AND THE PLACEMENT OF CONTROLLED FILL.
6. FOUNDATION AREAS MAY REQUIRE UNDERCUTTING OF COMPRESSIBLE AND/OR UNSUITABLE SOILS IN
ADDITION TO THAT INDICATED ON THE PLANS. ALL SUCH UNDERCUTTING SHALL BE PERFORMED AT THE
DISCRETION OF THE GEOTECHNICAL ENGINEER AND SHALL BE MONITORED AND DOCUMENTED. IN NO
CASE SHALL THERE BE AN ATTEMPT TO STABILIZE ANY PORTIONS OF THE FOUNDATION SOILS WITH
CRUSHED STONE.
7. TREATMENT OF SEEPAGE AREAS, SUBGRADE PREPARATION, FOUNDATION DEWATERING AND ROCK
FOUNDATION PREPARATION (I.E., TREATMENT WITH SLUSH GROUTING, DENTAL CONCRETE, ETC.) MAY
BE REQUIRED AT THE DISCRETION OF THE GEOTECHNICAL ENGINEER. ALL SUCH ACTIVITIES SHALL BE
CLOSELY MONITORED AND DOCUMENTED BY THE GEOTECHNICAL ENGINEER.
8. FILL ADJACENT TO THE RISER AND PRINCIPAL SPILLWAY PIPE SHALL BE PLACED SO THAT LIFTS ARE AT
THE SAME LEVEL ON BOTH SIDES OF THE STRUCTURES.
9. EARTHWORK COMPACTION WITHIN 3-FEET OF ANY STRUCTURES SHALL BE ACCOMPLISHED BY MEANS
OF HAND TAMPERS, MANUALLY DIRECTED POWER TAMPERS OR PLATE COMPACTORS OR MINIATURE
SELF-PROPELLED ROLLERS.
10. COMPACTION BY MEANS OF DROP WEIGHTS FROM A CRANE OR HOIST SHALL NOT BE PERMITTED.
11. HEAVY EQUIPMENT SHALL NOT BE ALLOWED TO PASS OVER CAST -IN -PLACE STRUCTURES (INCLUDING
THE CRADLE) UNTIL ADEQUATE CURING TIME HAS ELAPSED.
12. TO RE-ESTABLISH VEGETATION AFTER CONSTRUCTION, A 2- TO 3-INCH LAYER OF TOPSOIL SHALL BE
PLACED ON THE DISTURBED EMBANKMENT SURFACE AND THE AREA SEEDED AND MULCHED OR
HYDROSEEDED.
NOTES:
MINIMUM DENSITY SHALL NOT BE LESS THAN 95% OF MAXIMUM DRY DENSITY WITH
MOISTURE CONTENT WITHIN +1- 2% OF THE OPTIMUM. EACH LIFT OF FILL SHALL BE
COMPACTED AS NECESSARY TO OBTAIN THAT DENSITY. ALL COMPACTION IS
DETERMINED PER AASHTO METHOD T-99 (STANDARD PROCTOR).
10
DAM EMBANKMENT IS TO BE SEEDED IMMEDIATELY AFTER DAM CONSTRUCTION IS
COMPLETE.
STORMWATER MANAGEMENT STRUCTURE IS TO BE UTILIZED AS A TEMPORARY
EROSION CONTROL DEVICE INITIALLY. ONCE CONSTRUCTION IS COMPLETED AND
UPSTREAM SURFACES HAVE BEEN PERMANENTLY STABILIZED, CONTRACTOR IS TO
REMOVE ALL SEDIMENT FROM BASIN AND CONVERT TO PERMANENT WATER QUALITY
STRUCTURE. THIS INCLUDES INSTALLING THE PROPOSED PLANTINGS ALONG THE
LITTORAL SHELF
J14"
30" F
#6 REBAR ENT
GUARD
314" L
ALUMINUM PIN
314" HANDLE
16"
1.5' 1.25' 1. D. 1,51
6"
WATERPROOF
MASTIC (TYP.)
1.5'
POURED IN PLACE
#3 BAR (TYPICAL EACH FACE) CONCRETE COLLAR
)CK BOLT
ICAL
COAT ALL STEEL SURFACES W1 FOX
INDUSTRIES FX-420 COAL TAR EPDXY
COATING OR APPROVED EQUAL.
STEEL SURFACES WHICH ARE TO
RECEIVE FX-240 COAL TAR EPDXY
COATING SHOULD BE PREPARED BY
ABRASIVE BLASTING TO A
COMMERCIAL GRAY METAL (SP-6)
STANDARD. ANY SURFACE BLASTED
SHOULD BE COATED THE SAME DAY.
IF PREPAPED SURFACES ARE
CONTAMINATED BY RUST OR OTHER
CONTAMINANTS, THEY MUST BE
RE -BLASTED.
3/4" HINGE
"ANGLE (TYP.)
.T
8 TYPICAL
TRASH RACK DETAIL
4'x4' INSIDE DIM.
PRE -CAST CONC.
SOLID RISER
NTS
NOTE: CONCRETE SHALL BE 3000 PSI @ 28 DAYS
REINFORCING STEEL, ASTM A615, GRADE 60: FY - 60,000 PSI
ANTI -SEEP COLLAR DETAIL
NTS
20'
+ + 142.80
\,141.70
1 GRASS LINED
141.70
EMERGENCY SPILLWAY
NTS
DOMED TRASH RACK NO.6 REBAR W/ MAX.
12" HORIZONTAL OPENING, MOUNTED
WITH HINGES AND HOLD DOWN CLASP
WITHIN THE INSIDE LIP OF PRE -CAST BOX.
LID SHOULD OPEN AWAY FROM DAM. SEE
DETAIL ON THIS SHEET.
TOP OF RISER EL.= 140.9
WATERPROOF
MASTIC (TYP.)
INVERTED 4" PVC 12" 15" O-RING RCP
CAPPED WITH 1"
DRAWDOWN ORIFICE INV. IN=139.50 INV. OUT = 139.50
GROUND
ELEV.=135.90
FILL INSIDE OF RISER STRUCTURE
WITH 3000 PSI CAST -IN PLACE
CONCRETE TO EL.139.5
WATER QUALITY RISER DETAIL
5.0'
TOP OF DAM EL.- 142.8
Q- 100 5TORM EL.= 141 .8
EMERGENCY SPILLWAY EL.= 141.7
Q-25 5TOKM EL.= 141 .68
TRA5H RACK WITH
•1" - C, MAXIMUM
OPENING 51ZF-
Q- 10 STORM EL. = 141.44
I
Q- 15TOKM If 14 I .05
15" RCP CLASS 3 WITH
10' VEGETATIVE
LOCKING "0" RING JOINT
TOP OF RISER EL. = 140.90
SHELF
$
INVERT OUT= 139.30
EL.=141.00
WQ VOLUME = 4.243 CF.
4'x4' IN51Dr DIM.
D1551PATER PAD
(TEMPORARY POOL ELEVATION =
140.50) RISER
-wl
PLRMANLNT POOL LL.= 1 39.50
1 12" MAX I " PVC DRAWDOWN ORIFICE
_
2'
WEIR EL.=139.5 5EA50NAL FIIGM GROUND
TEMPORARY FAIRCLOTLi
..
.:h`.-...,
5'
WATER ELEV. = +/- 140.0
5KIMMER ATTACh4 D TO 2•
• '
RISER INV RT
I
FUTURE DRAWDOWN
I�
FL.= 139.- CUT OFF ANTI -SEEP
FORE5AY
ORIFICE
TRENCH COLLARS
BOTTOM EL.- 13G.0 50TTOM EL.= 134.50
SEE DETAIL
OVER EXCAVATE POND DURING CON5TKUCTION TO AN ELEAVTiON Oi= 133.50
THIS SHEET
NOTES:
1. PRIOR TO CONVERSION OF TEMPORARY RISER BASIN TO * - GEOTECHNICAL ENGINEER MAY NEED TO PROVIDE
10' VEGETATIVE
NOTES:
PERMANENT STORM WATER POND, CONTRACTOR SHALL SLOPE STABILITY ANALYSIS 1 RECOMMENDATION.
1. POND REQUIRES A MINIMUM 25 GPM PORTABLE PUMP
REMOVE SEDIMENT TO OVERALL CONTOUR ELEVATION AS
SHLLF
FOR PERMANENT POOL DRAWDOWN BELOW PVC ORIFICE,
SHOWN.
2. CONTRACTOR TO SUPPLY SHOP DRAWINGS OF RISER
STRUCTURE PRIOR TO FABRICATION.
OUTLET DISSIPA TOR
WET POND PROFILE
CLASS "A" STONE
D50 = 4"
NTS
DMAX = 6"
5'L x 6.25'W x 12"D
OUTLET FES
INV = 139.30
�140.p
OUTLET BOX
1 \1R_YI - ITV.VV
1" PVC DRAWDOWN = 139.50 142.80 SS " STO
- D54
15 50 -
DMax = o
142.0 s
I --- v � �c y r �c --o
20' W EM
I - - 140.0 SPILLWAY I
DETAIL THl S
I -- 139.50 +
142.80
15' WEIR +
142.80 N o 0 142.0
I I I M �134A� �--� I I I 139.50+ I I� I 141.70
12-FOOT GATE
OPENING
SITE DATA:
TOTAL SITE AREA = 1.85 AC. - 80,586 SF.
AREA DRAINING TO POND = 1.38 AC. - 60,254 SF.
• SITE LOCATED CAPE FEAR BASIN TRIBUTARY TO
LOCKS CREEK
• STREAM INDEX # 18-32
• STREAM CLASSIFICATION: C
10, 0 10, 20'
SCALE: 1" = 1)' (Horiz.)
141.70
-142+0
.8
ROOF DRA! FES 1
INV = 136.00
142.80
ps
1
Date:
W APRIL 2012
Q Scale:
NIA
Drawn:
ACS
Checked:
AJF
Project No.
127-144
Computer Dwg. Name
127-144 sht-07 - 08 Utility Details
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PLANT LIST
SYM. QUAN.r— BOTANICAL NAME COMMON NAME _T HT. ROOT REMARKS
WETLAND PLANTINGS
SA
28
HIBISCUS COCCINEUS 'ALBA'
WHITE ROSE MALLOW
-
4" cunt.
T O.C. Shallow Land
CIF
23
LOBELIA CARDINALIS
CARDINAL FLOWER
-
4" cont.
T O.C. Shallow Land
NP
17
SACCHARUM BALDWINII
NARROW PLUMEGRASS
-
4" cunt.
T O.C. Shallow Land
DP
35
SAGITTARIA LATIFOLIA
DUCK POTATO
-
4" cont.
T O.C. Shallow Water
LT
44
SAURURUS CERNUUS
LIZARD TAIL
-
4" cont.
T O.C. Shallow Water
PW
41
PONTEDERIA CORDATA
PICKERELWEED
-
4" cunt.
T O.C. Shallow Water
SR
6
HIBISCUS COCCINEUS
SCARLET ROSE MALLOW
-
1 gal.
4' O.C. Shallow Land
A11T1 tT r%1CL%1DATr1M
PLAN VIEW
SCALE: 1" = 10'
NOTES:
MINIMUM DENSITY SHALL NOT BE LESS THAN 95% OF MAXIMUM DRY DENSITY
WITH MOISTURE CONTENT WITHIN +/- 2% OF THE OPTIMUM. EACH LIFT OF FILL
SHALL BE COMPACTED AS NECESSARY TO OBTAIN THAT DENSITY. ALL
COMPACTION IS DETERMINED PER AASHTO METHOD T-99 (STANDARD
PROCTOR).
DAM EMBANKMENT IS TO BE SEEDED IMMEDIATELY AFTER DAM
CONSTRUCTION IS COMPLETE.
STORMWATER MANAGEMENT STRUCTURE IS TO BE UTILIZED AS A TEMPORARY
EROSION CONTROL DEVICE INITIALLY. ONCE CONSTRUCTION IS COMPLETED
AND UPSTREAM SURFACES HAVE BEEN PERMANENTLY STABILIZED,
CONTRACTOR IS TO REMOVE ALL SEDIMENT FROM BASIN AND CONVERT TO
PERMANENT WATER QUALITY STRUCTURE. THIS INCLUDES INSTALLING THE
PROPOSED PLANTINGS ALONG THE LITTORAL SHELF.
DRAWDOWN PIPE AND LEVEL SPREADER ARE NOT TO BE INSTALLED UNTIL ALL
UPSTREAM SURFACES HAVE BEEN PERMANENTLY STABLILIZED.
PLANTING NOTES:
LANDSCAPE CONTRACTOR SHALL PROVIDE PLANT MATERIAL
FROM LOCAL SOURCE TO ENSURE SURVIVABILITY. CONTRACTOR
TO PROVIDE SOURCE OF PLANT MATERIAL AND LOCATION FOR
APPROVAL PRIOR TO INSTALLATION OF MATERIAL.
LOCAL WETLAND NURSERY
MELLOW MARSH FARM NURSERY - SILER CITY, NC
A MINIMUM TWO-YEAR WARRANTY PERIOD SHALL BE PROVIDED
FOR PLANT SURVIVAL AND REPLACEMENT. AT THE END OF THE
FIRST YEAR AND AGAIN AT THE END OF THE 2ND YEAR ALL
PLANTS THAT DO NOT SURVIVE MUST BE REPLACED.
10, 0 10' 20'
SCALE: 1" = 10' (Horiz.)
FINAL PESIGN
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CE GROUP
301 GLENWOOD AVE. 220
RALEIGH.NC 27603
PHONE: [phone]
FAX, 919-233-0032
www.cegroupinc.com
License # C-1739
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D ate:
MARCH 2O12
Scale:
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Drawn:
ACS
Checked:
AJF
Project No
127-144
Computer Dwg. Name
127-144 sht-07 - 08 Utility Details
Sheet No:
14
't
NOT RELEASED
FOR CONSTRUCTION
Of

GENERAL CONSTRUCTION AND UTILITY NOTES
1. EXISTING UNDERGROUND STRUCTURES AND UTILITIES SHOWN ARE BASED ON
FIELD SURVEYS AND BEST AVAILABLE RECORD DRAWINGS. THE CONTRACTOR
SHALL FIELD VERIFY CONDITIONS PRIOR TO STARTING CONSTRUCTION AND
NOTIFY THE ENGINEER OF ANY DISCREPANCIES.
2. THE CONTRACTOR SHALL CONTACT NORTH CAROLINA ONE CALL AT
1-800-632-4949 FOR ASSISTANCE LOCATING EXISTING UTILITIES. THE
CONTRACTOR SHALL CALL AT LEAST 48 HOURS PRIOR TO ANY DIGGING.
3. ALL CONSTRUCTION SHALL CONFORM TO CUMBERLAND COUNTY AND N.C.D.O.T.
STANDARDS AND SPECIFICATIONS. ALL WATER AND SEWER IMPROVEMENTS
SHALL CONFORM TO PUBLIC WORKS COMMISSION STANDARDS AND
SPECIFICATIONS.
4. ALL CONSTRUCTION WITHIN THE N.C.D.O.T. RIGHT-OF-WAY SHALL CONFORM TO
N.C.D.O.T. STANDARDS AND SPECIFICATIONS. CONTACT THE DISTRICT OFFICE
AT [phone] 24 HOURS PRIOR TO CONSTRUCTION.
5. THE PROPERTY SHOWN HEREON IS SUBJECT TO ALL EASEMENTS OF RECORD
AFFECTING SAME_
6. NO TITLE SEARCH HAS BEEN PERFORMED BY THIS FIRM DURING THE COURSE
OF THIS SURVEY.
7. COPYRIGHT MAY 26, 2011 BY CE GROUP, INC. CARY, NC. COPIES OF THIS PLAT
MAY ONLY BE USED FOR PRESERVATION OF SURVEY EVIDENCE BY CURRENT
AND SUBSEQUENT OWNERS. NO ALTERATIONS OR ADDITIONS MAY BE MADE.
8. ALL DISTANCES ARE HORIZONTAL GROUND DISTANCES.
9. THIS SURVEYOR DOES NOT CERTIFY TO THE EXISTENCE OR NON-EXISTENCE OF
ANY UNDER GROUND UTILITIES THAT MAY OR MAY NOT EXIST WITHIN THE
BOUNDARIES AS SHOWN HEREON.
10. THE PROPERTY SHOWN HEREON IS NOT LOCATED IN A FLOOD ZONE AS SHOWN.
CONSTRUCTION PLANS
FOR
BAYWOOD PLAZA
SITE DATA
OWNER: RIGHT STAR PROPERTIES, LLC
PIN: 0466-78-8437
DB. 8655 PG. 756-757
PB. 130 PG. 98
SITE AU:-,RESS: 4427 CLINTON ROAD
FAYETTEVILLE, NC 28312-8702
TOTAL SITE ACREAGE: ± 1.85 Ac
ZONING: C1(P)
SETBACKS:
FRONT: 45'
SIDE: 15' & 45'
REAR: 20'
BUILDING INFORMATION:
EXISTING USE: RESIDENTIAL
PROPOSED USE: COMMERCIAL RETAIL
PROPOSED BLDG SIZE: ± 14,430 SF GROSS AREA (1 STORY)
EXISTING SITE IMPERVIOUS: ± 8,846 SF (11% OF SITE)
PROPOSED IMPERVIOUS COVERAGE: 150,000 SF (62% OF SITE)
PROPOSED DISTURBED AREA: ± 2.61 AC
PARKING REQUIREMENTS:
TOTAL PARKING REQUIRED:
PARKING PROVIDED:
1 SPACE PER 200 SF NET RETAIL AREA
14,400 S.F. NET AREA
72 SPACES
72 SPACES (4 H.C. SPACES - ONE VAN
ACCESSSIBLE)
4427 CLINTON ROAD
FAYETTEVILLE, NC 28312
MAY 1, 2012
9
HUCKLEBERRY RD.
HUMMINGBIRD PL.
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INDEX TO DRAWINGS
COVER SHEET ..................... .......................................
EXISTING CONDITIONS 1 DEMOLITION PLAN ..............................
1
2
SITE PLAN .......................... ......................................3
PHASE 1 EROSION CONTROL PLAN... ..
4A
N
PHASE 2 EROSION CONTROL PLAN.. .....................
413
F
............
GRADING PLAN ..................... ... .........................
5
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UTILITY PLAN..
Y
L
SANITARY SEWER PLAN &PROFILE ..... ..................................
7
€ :; ; .
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LANDSCAPE PLAN ................. ... .....................................
.1
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UTILITY DETAILS. ....... .... ......................................
9-10
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SITE DETAILS.. ................... ......................................
11
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EROSION CONTROL DETAILS... ............
12
U
O O
EROSION CONTROL DETAILS... ....................................
12A
00
WET DETENTION DETAILS....... ......................................
13
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WET DETENTION LANDSCAPING ...................... ...........
14
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plans and sp", f, yc a fi orva:; art:ct tr, €hp
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< rr L✓CI Z o %�Po5rI=:
FI"ALDESIGIN
NOT RELEASED
FOR CONSTRUCTION
Date:
APRIL, 2012
Scale:
NIA
Drawn:
ACS
Checked:
AJF
Project No.
127-144
Computer Dwg. Name
127-144 sht-01 Cover
i,I f { , I' ,_ f ,.♦ .5 G, .... r•. f.( :,11 �,. If. it+. i I 1 f._ L rrt; 'r1i. 11 E i��.. 7L n. .

SITE DATA
OWNER: RIGHT STAR PROPERTIES, LLC
PIN: 0466-78-8437
DB. 8655 PG. 756-757
PB. 130 PG. 98
SITE ADDRESS: 4427 CLINTON ROAD
FAYETTEVILLE, NC 28312-8702
TOTAL SITE ACREAGE: ± 1.85 Ac.
ZONING: C1(P)
SETBACKS:
FRONT: 45'
SIDE: 15' & 45'
REAR: 20'
BUILDING INFORMATION
EXISTING USE: RESIDENTIAL
PROPOSED USE: COMMERCIAL RETAIL
PROPOSED BLDG SIZE: t 14,430 SF GROSS AREA (1 STORY)
EXISTING SITE IMPERVIOUS: t 8,846 SF (11% OF SITE)
PROPOSED IMPERVIOUS COVERAGE: :t 50,000 SF (62% OF SITE)
PROPOSED DISTURBED AREA: ± 2.61 AC
PARKING REQUIREMENTS: 1 SPACE PER 200 SF NET RETAIL AREA
14,400 S.F. NET AREA
TOTAL PARKING REQUIRED: 72 SPACES
PARKING PROVIDED: 72 SPACES (4 H,C. SPACES - ONE VAN
ACCESSSIBLE)
GENERAL CONSTRUCTION AND UTILfTY NOTES
1. EXISTING UNDERGROUND STRUCTURES AND UTILITIES SHOWN ARE BASED ON
FIELD SURVEYS AND BEST AVAILABLE RECORD DRAWINGS. THE CONTRACTOR
SHALL FIELD VERIFY CONDITIONS PRIOR TO STARTING CONSTRUCTION AND
NOTIFY THE ENGINEER OF ANY DISCREPANCIES.
2. THE CONTRACTOR SHALL CONTACT NORTH CAROLINA ONE CALL AT
1-800-632-4949 FOR ASSISTANCE LOCATING EXISTING UTILITIES. THE
CONTRACTOR SHALL CALL AT LEAST 48 HOURS PRIOR TO ANY DIGGING.
3. ALL CONSTRUCTION SHALL CONFORM TO CUMBERLAND COUNTY AND N.C.D.O.T.
STANDARDS AND SPECIFICATIONS. ALL WATER AND SEWER IMPROVEMENTS
SHALL CONFORM TO PUBLIC WORKS COMMISSION STANDARDS AND
SPECIFICATIONS.
4. ALL CONSTRUCTION WITHIN THE N.C.D.O.T. RIGHT-OF-WAY SHALL CONFORM TO
N.C.D.O.T. STANDARDS AND SPECIFICATIONS. CONTACT THE DISTRICT OFFICE
AT [phone] 24 HOURS PRIOR TO CONSTRUCTION.
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TODD M. EDGE & +
DEBBIE K. EDGE
D.B. 3384, PG. 514 f
ZONED RR !
RESIDENTIAL USE I EIP _
1
----------------------.-�------- EIPB
--------------
t
..........._...... TO BE
(TYP.)
r
N/F
TODD M. EDGE &
pEBBIE K. EDGE
D.B 3522, PG. 544
ZONED RR W
RE&DENTIAL USE h
CONTROL CORNER
1"IPF-PINCHED (FLUSH)
NCSP COORIDATES (NAD83):
NORTHING: 468,672.69'
EASTI N G: 2, 067,789.11'
5. THE PROPERTY SHOWN HEREON IS SUBJECT TO ALL EASEMENTS OF RECORD
AFFECTING SAME.
6. NO TITLE SEARCH HAS BEEN PERFORMED BY THIS FIRM DURING THE COURSE
OF THIS SURVEY.
7. COPYRIGHT MAY 26, 2011 BY CE GROUP, INC. CARY, NC. COPIES OF THIS PLAT
MAY ONLY BE USED FOR PRESERVATION OF SURVEY EVIDENCE BY CURRENT
AND SUBSEQUENT OWNERS. NO ALTERATIONS OR ADDITIONS MAY BE MADE.
8. ALL DISTANCES ARE HORIZONTAL GROUND DISTANCES.
9. THIS SURVEYOR DOES NOT CERTIFY TO THE EXISTENCE OR NON-EXISTENCE OF
ANY UNDER GROUND UTILITIES THAT MAY OR MAY NOT EXIST WITHIN THE
BOUNDARIES AS SHOWN HEREON.
10. THE PROPERTY SHOWN HEREON IS NOT LOCATED IN A FLOOD ZONE AS SHOWN.
TO BE REMOVED r' ...
gyp-) I TO BE REMOVED
! (TYP.)
NUZW UKIU k UUKUI1Vf11 GJ OEM
i GRID NORTHING: 467,337.07' ~
I GRID EASTING: 2,038,687.21' ~ _
I ' ELEV: 165.52_
i
I
NORTH
20' 10, 0 20' 40'
SCALE: 1 " = 20'
CE GROUP
301 GLENWOOD AVE. 220
RALEIGH,NC 27603
PHONE: [phone]
FAX [phone]
www.cegroupinc.com
License # C-1739
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Date:
APRIL 2012
Scale:
1"=20'
Drawn:
ACS
Checked:
AJF
Project No.
127-144
Computer Dwg. Name
127-144 sht-02 Ex Conditions Demo Plan
Sheet No:
2
Of
IN,
X
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+1-30' CL TO RIGHT OF WAY
EXISTING PAVEMENT] EXISTING
SAWCUT EXISTING EDGE
OF PAVEMENT (TYP.)
VARIES
0-+/-12' 4'
MATCH
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TYPICAL WIDENING SECTION
NITS
�---3" S9.5B ASPHALT (2 LIFTS)
4" 1-19.013 ASPHALT
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TYPICAL PAVEMENT SECTION
NTS
NTS
MILL OUT 1.5' WIDE STRIP
OF EXISTING PAVEMENT
1 112" DEEP 1 5'
GENERAL CONSTRUCTION AND UTILITY NOTES
1. EXISTING UNDERGROUND STRUCTURES AND UTILITIES SHOWN ARE BASED ON
FIELD SURVEYS AND BEST AVAILABLE RECORD DRAWINGS. THE CONTRACTOR
SHALL FIELD VERIFY CONDITIONS PRIOR TO STARTING CONSTRUCTION AND
NOTIFY THE ENGINEER OF ANY DISCREPANCIES,
2. THE CONTRACTOR SHALL CONTACT NORTH CAROLINA ONE CALL AT
1-800-632-4949 FOR ASSISTANCE LOCATING EXISTING UTILITIES. THE
CONTRACTOR SHALL CALL AT LEAST 48 HOURS PRIOR TO ANY DIGGING.
3. ALL CONSTRUCTION SHALL CONFORM TO CUMBERLAND COUNTY AND N.C.D.O.T.
STANDARDS AND SPECIFICATIONS. ALL WATER AND SEWER IMPROVEMENTS
SHALL CONFORM TO PUBLIC WORKS COMMISSION STANDARDS AND
SPECIFICATIONS.
4. ALL CONSTRUCTION WITHIN THE N.C.O.O.T. RIGHT-OF-WAY SHALL CONFORM TO
N.C.D.O.T. STANDARDS AND SPECIFICATIONS. CONTACT THE DISTRICT OFFICE
AT [phone] 24 HOURS PRIOR TO CONSTRUCTION.
5. THE PROPERTY SHOWN HEREON IS SUBJECT TO ALL EASEMENTS OF RECORD
AFFECTING SAME.
6. NO TITLE SEARCH HAS BEEN PERFORMED BY THIS FIRM DURING THE COURSE
OF THIS SURVEY.
7. COPYRIGHT MAY 26, 2011 BY CE GROUP, INC. CARY, INC. COPIES OF THIS PLAT
MAY ONLY BE USED FOR PRESERVATION OF SURVEY EVIDENCE BY CURRENT
AND SUBSEQUENT OWNERS. NO ALTERATIONS OR ADDITIONS MAY BE MADE.
8. ALL DISTANCES ARE HORIZONTAL GROUND DISTANCES.
9. THIS SURVEYOR DOES NOT CERTIFY TO THE EXISTENCE OR NON-EXISTENCE OF
ANY UNDER GROUND UTILITIES THAT MAY OR MAY NOT EXIST WITHIN THE
BOUNDARIES AS SHOWN HEREON.
10. THE PROPERTY SHOWN HEREON IS NOT LOCATED IN A FLOOD ZONE AS SHOWN.
STORMWATER MANGEMENT AREA
ACCESS AND MAINTENANCE EASEMENT
OWNER: RIGHT STAR PROPERTIES, LLC
PIN: 0466-78-8437
DB. 8655 PG. 756-757
PB. 130 PG. 98
SITE ADDRESS: 4427 CLINTON ROAD
FAYETTEVILLE, NC 28312-8702
TOTAL SITE ACREAGE: ± 1.85 Ac.
ZONING: C1(P)
SETBACKS:
FRONT: 45'
SIDE: 15' & 45'
REAR: 20'
BUILDING INFORMATION:
EXISTING USE: RESIDENTIAL
PROPOSED USE: COMMERCIAL RETAIL
PROPOSED BLDG SIZE: ± 14,430 SF GROSS AREA (1 STORY)
EXISTING SITE IMPERVIOUS: ± 8,846 SF (11%u OF SITE)
PROPOSED IMPERVIOUS COVERAGE: t 50,000 SF (62% OF SITE)
PROPOSED DISTURBED AREA: ± 2.61 AC
PARKING REQUIREMENTS: 1 SPACE PER 200 SF NET RETAIL AREA
14,400 S.F. NET AREA
TOTAL PARKING REQUIRED: 72 SPACES
PARKING PROVIDED: 72 SPACES (4 H.C. SPACES - ONE VAN
ACCESSSIBLE)
30' 15' 0 30' 60,
SCALE: 1" 30'
100' TAPER
DLD VANDER ROAD SR 2013
w (fi0 WIDTH PUBLIC R/W)
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JOHN WALLACE KOONCE
& CLARA PAGE KOONCE
REVOCABLE LIVING TRUST
D.B. 6820, PG. 298
ZONED RR
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PROPOSED 6' HIGH WOOD PROPORFr) FI F-rTRI(-AI
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CE GROUP
301 GLENWOOD AVE. 220
RALEIGH, NC 27603
PHONE: [phone]
FAX: [phone]
www.cegroupinc.com
License 9 C-1739
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APRIL 2012
Scale:
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Drawn:
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Checked:
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Project No.
127-144
Computer Dwg. Name
127-144 sht-03 Site Plan
Sheet No:
3
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LEGEND
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PROPOSED CATCH FLARED END SECTION
®
PROPOSED GRATE (SEE SHT _ FOR DETAIL)
— — —
— — DISTURBED LIMIT LINE (TYP.)
-
EXISTING INTERMEDIATE CONTOURS
EXISTING INDEX CONTOURS
PROPOSED INTERMEDIATE CONTOURS
95
PROPOSED INDEX CONTOURS
�7//Y/. >.
,,�,,-> STORM DRAINAGE PIPING
+B/C=
BACK OF CURB
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EDGE OF PAVEMENT
+F/G=
FINISHED GRADE
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HIGH POINT
+T/P=
TOP OF CONCRETE
+T/P=
TOP OF PAVEMENT
+T/S=
TOP OF SIDEWALK
XEIP=
EXISTING EDGE OF PAVEMENT
XT/P=
EXISTING TOP OF PAVEMENT
GENERAL CONSTRUCTION AND UTILITY NOTES
1. EXISTING UNDERGROUND STRUCTURES AND UTILITIES SHOWN ARE BASED ON
FIELD SURVEYS AND BEST AVAILABLE RECORD DRAWINGS. THE CONTRACTOR
SHALL FIELD VERIFY CONDITIONS PRIOR TO STARTING CONSTRUCTION AND
NOTIFY THE ENGINEER OF ANY DISCREPANCIES.
2. THE CONTRACTOR SHALL CONTACT NORTH CAROLINA ONE CALL AT
1-800-632-4949 FOR ASSISTANCE LOCATING EXISTING UTILITIES. THE
CONTRACTOR SHALL CALL AT LEAST 48 HOURS PRIOR TO ANY DIGGING.
3. ALL CONSTRUCTION SHALL CONFORM TO CUMBERLAND COUNTY AND N.C.D.O.T.
STANDARDS AND SPECIFICATIONS. ALL WATER AND SEWER IMPROVEMENTS
SHALL CONFORM TO PUBLIC WORKS COMMISSION STANDARDS AND
SPECIFICATIONS.
4. ALL CONSTRUCTION WITHIN THE N.C.D.O.T. RIGHT-OF-WAY SHALL CONFORM TO
N.C.D.O.T. STANDARDS AND SPECIFICATIONS. CONTACT THE DISTRICT OFFICE
AT [phone] 24 HOURS PRIOR TO CONSTRUCTION.
5. THE PROPERTY SHOWN HEREON IS SUBJECT TO ALL EASEMENTS OF RECORD
AFFECTING SAME.
6. NO TITLE SEARCH HAS BEEN PERFORMED BY THIS FIRM DURING THE COURSE
OF THIS SURVEY.
7. COPYRIGHT MAY 26, 2011 BY CE GROUP, INC. CARY, NC. COPIES OF THIS PLAT
MAY ONLY BE USED FOR PRESERVATION OF SURVEY EVIDENCE BY CURRENT
AND SUBSEQUENT OWNERS. NO ALTERATIONS OR ADDITIONS MAY BE MADE.
8. ALL DISTANCES ARE HORIZONTAL GROUND DISTANCES.
9. THIS SURVEYOR DOES NOT CERTIFY TO THE EXISTENCE OR NON-EXISTENCE OF
ANY UNDER GROUND UTILITIES THAT MAY OR MAY NOT EXIST WITHIN THE
BOUNDARIES AS SHOWN HEREON.
10. THE PROPERTY SHOWN HEREON IS NOT LOCATED IN A FLOOD ZONE AS SHOWN.
I
I
N/F
TODD M. EDGE &
DEBBIE K. EDGE
D.B. 3384, PG. 514
ZONED RR ff
RESIDENTIAL USE I EIP
— — — — — — — ElP
SITE DATA
OWNER: RIGHT STAR PROPERTIES, LLC
PIN: 0466-78-8437
DB. 8655 PG. 756-757
PB. 130 PG. 98
SITE ADDRESS: 4427 CLINTON ROAD
FAYETTEVILLE, NC 28312-8702
TOTAL SITE ACREAGE: ± 1.85 Ac.
ZONING: CI(P)
SETBACKS:
FRONT: 45'
SIDE: 15' & 45'
REAR: 20'
BUILDING INFORMATION:
EXISTING USE: RESIDENTIAL
PROPOSED USE: COMMERCIAL RETAIL
PROPOSED BLDG SIZE: ± 14,430 SF GROSS AREA (1 STORY)
EXISTING SITE IMPERVIOUS: ±8,846 SF (11%OF SITE)
PROPOSED IMPERVIOUS COVERAGE: ± 50,000 SF (62% OF SITE)
PROPOSED DISTURBED AREA: ±2.61 AC
PARKING REQUIREMENTS: 1 SPACE PER 200 SF NET RETAIL AREA
14,400 S.F. NET AREA
TOTAL PARKING REQUIRED: 72 SPACES
PARKING PROVIDED: 72 SPACES (4 H.C. SPACES -ONE VAN
ACCESSSIBLE)
DISTURBED LIMIT LINE
(TYP.)
N/F
JOHN WALLACE KOONCE
& CLARA PAGE KOONCE
REVOCABLE LIVING TRUST
D.S. 6820, PG. 298
ZONED RR
RESIDENTIAL USE
NORTH
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301 GL.ENWOOD AVE. 220
RALEIGH,NC 27603
PHONE: [phone]
FAX [phone]
www.cegroupine.com
License # C-1739
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Scale:
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Drawn:
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Checked:
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Project No.
127-144
Computer Dwg. Name
127-144 sht-06 Grading Plan
sa
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COMPACT SUBGRADE TO
95% STANDARD PROCTOR
EXCEPT IN THE FINAL FOOT
TO 98% STANDARD PROCTOR
ASPHAL T PAVING SECTION
NTS
FINISHED GRADE
N
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4" x 4" TREATED
A.
TIMBER
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4--- CONCRETE
2" x 4" TREATED
TIMBERS (TYP)-
4 •
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FENCE FOOTING DETAIL
* CONCRETE FOOTING ONLY TO BE USED AT CORNERS
AND END OF FENCE
1' OVERLAP 4" 1" O
(TYP) (TYP)
TWO 1
BITUMINO
IF SUBBASE Ia vrvi n=,�
2" x 4" TREATED
TIMBERS (TYP)-
NTS
ALL OF THE 1" x 6"
SLATS ARE NOT DOG EAR
SHOWN FOR (TYP_)
CLARITY 2" x 4" TREATEp
TIMBERS (TYP)
1" x 6" TREATED
SLATS (TYP)
PLAN W SECTION
4" x 4" TREATED TIMBER
POSTS (TYP)
NOTE:
ALL PERMANENT HARDWARE USED IN THE
CONSTRUCTION OF THE FENCE SHALL BE
GALVANIZED. ALL TIMBER USED IN THE
PERMANENT CONSTRUCTION OF THE FENCE
SHALL BE PRESSURE TREATED.
TIMBER FENCE DETAIL
NTS
ACCESSABLE RAMP SECTIONS
MONOLITHIC CURB & SIDEWALK
NTS
6"
FENCE BRACKET
TYP @ EACH
CONNECTION
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112" RECESS, GROUT
45' PARKING SPACE
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PARKING
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EDPE I
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112". (2) REBAR TOTAL AT
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SECTION "I
NTS
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& GUTTER
112" PREFORMED
BITUMINOUS
EXPANSION JOINT
MATERIAL (TYP)
TOOL FINISH ALL EDGES
AND JOINTS 4" WIDE
GENERAL NOTES:
3,DD0 PSI AIR 112" PREFORMED 1. WALKS SHALL BE PLACED ON 95% STANDARD
ENTRAINED BITUMINOUS PROCTOR COMPACTED SUBGRADE.
2. CROSS SLOPE OF ALL WALKS SHALL BE 114" PER
CONCRETE EXPANSION JOINT FOOT.
3. THICKNESS OF CONCRETE SHALL BE 4'. EXCEPT AT
DRIVEWAYS AND PARKING SPACES WHERE IT SHALL
BE THICKENED TO 6", UNLESS NOTED OTHERWISE.
4. FINISHED GRADE SHALL BE 1" BELOW WALK
SURFACE.
5. CONCRETE TO BE 3000 PSI @ 28 DAYS,
3,000 PSI AIR 95%� AIR -ENTRAINED
ENTRAINED COMPACTED 6. ALL SIDEWALKS SHALL MEET OR EXCEED
CONCRETE SUBGRADE REQUIREMENTS OF LOCAL MUNICIPAL OR COUNTY
STANDARD DETAILS AND SPECIFICATIONS.
7. SUBGRADE SHALL NOT CONTAIN ORGANIC MATTER
OR PLASTIC CLAYS.
8. EXPANSION JOINTS SHALL BE PLACED WHERE
SIDEWALKS ABUT DRIVEWAYS, FOUNDATIONS OR
OTHER CONCRETE AND EVERY 25 L.F. ON
SIDEWALKS. : : cc)
CONCRETE SIDEWALK DETAIL
LANDSCAPE PLANTING NOTES
1.
ALL TECHNICAL SPECIFICATIONS AND GENERAL CONDITIONS APPLY. ALL GENERAL NOTES AND
GENERAL CONSTRUCTION NOTES APPLY.
2.
THE CONTRACTOR IS RESPONSIBLE FOR ALL QUANTITY TAKE -OFFS AND VERIFICATION OF
MATERIALS AS SHOWN ON THESE PLANS AND IN WRITTEN SPECIFICATIONS. THE CONTRACTOR
SHALL NOTIFY THE OWNER AND THE LANDSCAPE ARCHITECT OF ANY DISCREPANCIES PRIOR TO
FINAL BIDDING OR INSTALLATION.
3.
THE CONTRACTOR SHALL VERIFY LOCATIONS OF EXISTING AND PROPOSED UNDERGROUND
UTILITIES PRIOR TO THE INSTALLATION OF ANY PLANT MATERIAL.
TERED 4.
ALL LANDSCAPE MATERIALS SHALL CONFORM TO THE ACCEPTED STANDARDS ESTABLISHED BY THE
E {TYP.}
AMERICAN ASSOCIATION OF NURSERYMEN.
5,
PRIOR TO THE END OF EACH WORKING DAY, THE CONTRACTOR SHALL PROPERLY BACKFILL ALL
PLANT MATERIAL THAT HAS BEEN PLACED IN PREPARED HOLES; AND PROPERLY WATER AND MULCH
ALL PREPARED BEDS
6.
ALL TREES AND SHRUBS SHALL BE SOAKED WITH WATER AND MULCHED IMMEDIATELY FOLLOWING
INSTALLATION.
7.
LANDSCAPE ARCHITECT OR OWNER SHALL APPROVE ANY ON -SITE PLANT STORAGE AREA.
S.
ALL ROOT BALLS REMOVED FROM CONTAINERS SHALL BE SCARIFIED BY HAND PRIOR TO
PLACEMENT AND BACK FILLING WITH PREPARED SOILS. HAND TOOLS ARE NOT TO BE USED TO
SCARIFY ROOT BALLS.
9.
ALL ROPE AND WRAPPING TWINE SHALL BE CUT AND REMOVED FROM AROUND THE UPPER PARTS
OF THE ROOT BALL. METAL BASKET WIRES AND BURLAP SHALL BE PULLED BACK AND TUCKED
UNDER THE EDGES OF THE SAUCER RINGS ON ALL TREES AND LARGE SHRUBS. ALL SYNTHETIC
BURLAP SHALL BE REMOVED FROM PLANT BALLS PRIOR TO BACKFILLING.
10.
ALL PLANTING AREAS SHALL BE EDGED WITH SMOOTH, CONTINUOUS CURVES, PINE STRAW MULCH,
IF SPECIFIED, SHALL BE ROLLED AND TUCKED ALONG PLANT BED EDGE.
11.
ALL PLANT MATERIAL SHALL BE PLANTED AT HEIGHTS AS ILLUSTRATED IN THE PLANTING DETAILS,
12.
TREE STAKING AND GUYING SHALL BE PERFORMED WITHIN A WEEK OF PLANTING. THE LANDSCAPE
TR CON ACTOR SHALL BE RESPONSIBLE FOR REMOVING ALL TREE STAKING MATERIAL AFTER THE
FIRST FULL GROWING SEASON OR ONE YEAR, WHICH EVER COMES FIRST.
13.
B & B AS LISTED UNDER "ROOT" IN THE PLANT LIST INDICATES BALLED AND BURLAPPED.
14.
ALL PLANT BEDS AND RAISED SAUCER RINGS SHALL BE GRADED TO PROVIDE ADEQUATE DRAINAGE
AND SHALL BE MULCHED AS SPECIFIED.
15.
ALL MATERIALS, PLANTING AND LANDSCAPE WORK SHALL CONFORM TO THE LOCAL OR COUNTY
JURISDICTIONAL AUTHORITY'S STANDARD SPECIFICATIONS AND DETAILS.
16.
ALL LANDSCAPE AREAS THAT ARE NOT PLANTED AND MULCHED OR PAVED SHALL BE SEEDED WITH
THE TURFGRASS SPECIES LISTED ON THE PLANTING PLAN.
17.
TREE PROTECTION FENCE SHALL BE INSTALLED, INSPECTED AND APPROVED PRIOR TO THE
ISSUANCE OF ANY GRADING OR OTHER PERMITS.
18" FOR 24" C & G
:SOIL MIX. 5EE SPrCIFICArII)N5 FOr
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DETAILS
ACCESSIBLE ROUTE
© (SEE NOTE 3)
IIIIIIIIIIA
SEE PAVING
I ONE OUT OF EVERY EIGHT (8)ACCESSIBLE SPACES• BUT
DETAILS
l NOT LESS THAN ONE, IS REQUIRED TO BE VAN ACCESSIBLE.
GENERAL
SEE PAVING
DETAILS 1.
NOTES: PARKING SPACE PAVEMENT MARKINGS
ALL 12"M8" ACCESSIBLE SIGNS (R7-8 & R7-1) SHALL BE MOUNTED AT T FROM GRADE TO BOTTOM EDGE OF
SIGN FACE (MUTCD), MOUNTING HEIGHT CAN BE REDUCED TO 5' IF PLACED IN AN AREA BETWEEN
Date:
APRIL 2012
SIDEWALK AND BUILDING FACE IN WHICH PEDESTRIANS ARE NOT EXPECTED TO USE.
Scale:
2. REFER TO MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD), U.S. DEPARTMENT OF
TRANSPORTATION AND NORTH CAROLINA DEPT. OF TRANSPORTATION SUPPLEMENT,
NIA
3
IF ACCESSIBLE ROUTE IS A RAISED SIDEWALK AREA, THEN RAMPS ARE REQUIRED AT LANDING ZONE AREA.
4.
5-
ALL SIGNAGE AND PAVEMENT MARKINGS MUST CONFORM TO NC ACCESSIBILITY CODE.
CROSS AND LONGITUDINAL SLOPES IN ACCESSIBLE PARKING SPACES MAY NOT EXCEED 2%.
Drawn:
ACS
ACCESSABLE SIGNAGE & STRIPING
Checked:
AJF
NTS
Project No.
127-144
Computer Dwg. Name
127-144 sht-07 - 08 Utility Details
FINAL DESIGN
NOT RELEASED
FOR CONSTRUCTION

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DAM EMBANKMENT CONSTRUCTION NOTES
1. CONSTRUCTIN OF THIS DAM SHALL BE DONE UNDER THE OBSERVATION OF A QUALIFIED GEOTECHNICAL
ENGINEER, WHO IS A REGISTERED PROFESSIONAL ENGINEER IN THE STAT OF NORTH CAROLINA.
CONTROLLED FILL, AS SPECIFIED BY THE GEOTECHNICAL ENGINEER, W THE DAM EMBANKMENT SHALL
BE PLACED IN 6-INCH LOOSE LAYERS (3-INC LOOSE LAYERS WITHIN 3-FEET OF EITHER SIDE OF THE
PRINCIPAL SPILLWAY PIPE TO A DEPTH OF 2-FEET OVER THE PIPE) AND SHALL BE COMPACTED TO A
DENSITY OF NO LESS THAN 95% OF THE STANDARD PROCTOR MAXIMUM DENSITY AT A MOISTURE
CONTENT OF + OR- TWO PERCENTAGE POINTS OF THE OPTIMUM MOISTURE CONTENT IN ACCORDANCE
WITH ASTM D698.
2. ALL VISIBLE ORGANIC DEBRIS SUCH AS ROOTS AND LIMBS SHALL BE REMOVED FROM THE FILL MATERIAL
PRIOR TO COMPACTION TO THE REQUIRED DENSITY. SOILS WITH ORGANIC MATTER CONTENT
EXCEEDING 5% BY WEIGHT SHALL NOT BE USED. STONES GREATER THAN 3-INCH (IN ANY DIRECTION)
SHALL BE REMOVED FROM THE FILL PRIOR TO COMPACTION,
3. FILL MATERIAL PLACED AT DENSITIES LOWER THAN SPECIFIED MINIMUM DENSITIES OR AT MOISTURE
CONTENTS OUTSIDE THE SPECIFIED RANGES OR OTHERWISE NOT CONFORMING TO SPECIFIED
REQUIREMENTS SHALL BE REMOVED AND REPLACED WITH ACCEPTABLE MATERIALS.
4. ANY FILL LAYER THAT IS SMOOTH DRUM ROLLED TO REDUCE MOISTURE PENETRATION DURING A STORM
EVENT SHALL BE PROPERLY SCARIFIED PRIOR TO THE PLACEMENT OF THE NEXT SOIL LIFT.
5. SURFACE WATER AND STREAM FLOW SHALL BE CONTINUOUSLY CONTROLLED THROUGHOUT
CONSTRUCTION AND THE PLACEMENT OF CONTROLLED FILL.
6. FOUNDATION AREAS MAY REQUIRE UNDERCUTTING OF COMPRESSIBLE AND/OR UNSUITABLE SOILS IN
ADDITION TO THAT INDICATED ON THE PLANS. ALL SUCH UNDERCUTTING SHALL BE PERFORMED AT THE
DISCRETION OF THE GEOTECHNICAL ENGINEER AND SHALL BE MONITORED AND DOCUMENTED. IN NO
CASE SHALL THERE BE AN ATTEMPT TO STABILIZE ANY PORTIONS OF THE FOUNDATION SOILS WITH
CRUSHED STONE.
7, TREATMENT OF SEEPAGE AREAS, SUBGRADE PREPARATION, FOUNDATION DEWATERING AND ROCK
FOUNDATION PREPARATION (I.E., TREATMENT WITH SLUSH GROUTING, DENTAL CONCRETE, ETC.) MAY
BE REQUIRED AT THE DISCRETION OF THE GEOTECHNICAL ENGINEER. ALL SUCH ACTIVITIES SHALL BE
CLOSELY MONITORED AND DOCUMENTED BY THE GEOTECHNICAL ENGINEER.
8. FILL ADJACENT TO THE RISER AND PRINCIPAL SPILLWAY PIPE SHALL BE PLACED SO THAT LIFTS ARE AT
THE SAME LEVEL ON BOTH SIDES OF THE STRUCTURES.
9. EARTHWORK COMPACTION WITHIN 3-FEET OF ANY STRUCTURES SHALL BE ACCOMPLISHED BY MEANS
OF HAND TAMPERS, MANUALLY DIRECTED POWER TAMPERS OR PLATE COMPACTORS OR MINIATURE
SELF-PROPELLED ROLLERS.
10. COMPACTION BY MEANS OF DROP WEIGHTS FROM A CRANE OR HOIST SHALL NOT BE PERMITTED.
11. HEAVY EQUIPMENT SHALL NOT BE ALLOWED TO PASS OVER CAST -IN -PLACE STRUCTURES (INCLUDING
THE CRADLE) UNTIL ADEQUATE CURING TIME HAS ELAPSED.
12. TO RE-ESTABLISH VEGETATION AFTER CONSTRUCTION, A 2- TO 3-INCH LAYER OF TOPSOIL SHALL BE
PLACED ON THE DISTURBED EMBANKMENT SURFACE AND THE AREA SEEDED AND MULCHED OR
HYDROSEEDED.
NOTES:
MINIMUM DENSITY SHALL NOT BE LESS THAN 95% OF MAXIMUM DRY DENSITY WITH
MOISTURE CONTENT WITHIN +1- 2% OF THE OPTIMUM. EACH LIFT OF FILL SHALL BE
COMPACTED AS NECESSARY TO OBTAIN THAT DENSITY. ALL COMPACTION IS
DETERMINED PER AASHTO METHOD T-99 (STANDARD PROCTOR).
DAM EMBANKMENT IS TO BE SEEDED IMMEDIATELY AFTER DAM CONSTRUCTION IS
COMPLETE.
STORMWATER MANAGEMENT STRUCTURE IS TO BE UTILIZED AS A TEMPORARY
EROSION CONTROL DEVICE INITIALLY. ONCE CONSTRUCTION IS COMPLETED AND
UPSTREAM SURFACES HAVE BEEN PERMANENTLY STABILIZED, CONTRACTOR IS TO
REMOVE ALL SEDIMENT FROM BASIN AND CONVERT TO PERMANENT WATER QUALITY
STRUCTURE. THIS INCLUDES INSTALLING THE PROPOSED PLANTINGS ALONG THE
LITTORAL SHELF
314"
30" F
#6 REBAR ENT
GUARD
314"L�.._____.__.__
ALUMINUM PIN
314" HANDLE
JIY r
16"
1.5' 1.25' 1. D. 1.5'
TERPR
3TIC (T
POURED IN PLACE
#3 BAR (TYPICAL EACH FACE) CONCRETE COLLAR
)CK BOLT
CAL
COAT ALL STEEL SURFACES VI/ FOX
INDUSTRIES FX-420 COAL TAR EPDXY
COATING OR APPROVED EQUAL.
STEEL SURFACES WHICH ARE TO
RECEIVE FX-240 COAL TAR EFOXY
COATING SHOULD BE PREPARED BY
ABRASIVE BLASTING TO A
COMMERCIAL GRAY METAL (SP-6)
STANDARD. ANY SURFACE BLASTED
SHOULD BE COATED THE SAME DAY,
IF PREPARED SURFACES ARE
CONTAMINATED BY RUST OR OTHER
CONTAMINANTS, THEY MUST BE
RE -BLASTED.
314" HINGE
"ANGLE (TYP.)
_T
8 TYPICAL
TRASH RACK DETAIL
NTS
4'x4' INSIDE DIM.
PRE -CAST CONC.
SOLID RISER
INVERTED 4" PVC
CAPPED WITH 1" -
DRAWDOWN ORIFICE
GROUND
DAM EL.= 142.8
STORM EL.= 14 1.8
ENCY 5PILLWAY tL.= 14 1 .7
CU-25TORM EL.= 141 .68
TORM EL. = 141.44
ORM EL. - 141.05
10'VEGETATIVE
R15EK EL. = 140.90
\ 1
SHELF
NOTE: CONCRETE SHALL BE 3000 PSI @ 28 DAYS
REINFORCING STEEL, ASTM A615, GRADE 60: FY - 60,000 PSI
ANTI -SEEP COLLAR DETAIL
NTS
1.5'
1.25' I.D.
20'
+ + 142.80
3
1 GRASS LINED
141.70 141.70
EMERGENCY SPILLWAY
NTS
DOMED TRASH RACK NO.6 REBAR WI MAX.
12" HORIZONTAL OPENING, MOUNTED
WITH HINGES AND HOLD DOWN CLASP
WITHIN THE INSIDE LIP OF PRE -CAST BOX.
LID SHOULD OPEN AWAY FROM DAM. SEE
DETAIL ON THIS SHEET.
TOP OF RISER EL.= 140.9
WATERPROOF
MASTIC (TYP.)
T
15" O-RING RCP
IIVX/ IN_13Q INV. OUT = 139.50
FILL INSIDE OF RISER STRUCTURE ----
WITH 3000 PSI CAST -IN PLACE
CONCRETE TO EL.139.5
WATER QUALITY RISER DETAIL
RIG
EL.=141.00
2
Ir
FOREDAY
130TTOM EL.- 13G.0
TRASH RACK WITH
T" - G" MAXIMUM
OPENING SIZE
WQ VOWME = 4,243 CF. - 4'x4IN51DE DIM.
(TEMPORARY POOL ELEVATION = 140.50) RISER
PERMANENT POOL EL.- 139.50
12"MAX I " PVC DRAWDOWN ORIFICE
WEIR EL.=139.5 5EA50NAL HIGM GROUND TEMPORARY FAIRCLOTH
WATER ELEV.= +/-140.0 5KIMMEK ATTACHED TO 2,
FUTURE DRAWDOWN
ORIFICE 1�
BOTTOM EL. = 134.50
OVER EXCAVATE POND DURING CON5TRUCTION TO AN ELEAVTION OF 133.50
NOTES:
1. PRIOR TO CONVERSION OF TEMPORARY RISER BASIN TO * - GEOTECHNICAL ENGINEER MAY NEED TO PROVIDE
PERMANENT STORM WATER POND, CONTRACTOR SHALL SLOPE STABILITY ANALYSIS / RECOMMENDATION.
REMOVE SEDIMENT TO OVERALL CONTOUR ELEVATION AS
SHOWN.
OUTLET DISSIPA TOR
CLASS "A" STONE
D50 = 4"
DMAx = 6"
51 x 6.25'W x 12"D
OUTLET FES
I NV = 139.30
WET POND PROFILE
NTS
15" RCP CLASS 3 WITH
LOCKING "O" RING JOINT
81 INVERT OUT= 139.30
1 n //\--D1551PATER PAD
«.. I I I z,
S
..-� '. R15ER INVERT
EL= 139.50 CUT OFF ANTI -SEEP
TRENCH COLLARS
SEE DETAIL
THIS SHEET
NOTES:
101 VEGETATIVE 1. PONO REQUIRES A MINIMUM 25 GPM PORTABLE PUMP
SHELF FOR PERMANENT POOL DRAWDOWN BELOW PVC ORIFICE.
2. CONTRACTOR TO SUPPLY SHOP DRAWINGS OF RISER
STRUCTURE PRIOR TO FABRICATION.
i
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Qoo__
mi
PLAN VIEW
SITE DATA: SCALE: 1" = 10'
TOTAL SITE AREA = 1,85 AC. - 80,586 SF.
AREA DRAINING TO POND = 1.38 AC. - 60,254 SF.
• SITE LOCATED CAPE FEAR BASIN TRIBUTARY TO
LOCKS CREEK
• STREAM INDEX # 18-32
• STREAM CLASSIFICATION: C
10, 0 10, 20'
SCALE: 1'=10' (Horiz.)
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Date:
APR] L 2012
Scale:
NIA
Drawn:
ACS
Checked:
AJF
Project No.
127-144
Computer Dwg. Name
127-144 sht-07 - 08 Utility Details
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PLANT LIST ---- T
SYM. QUAN.T_ BOTANICAL NAME COMMON NAME HT. ROOT REMARKS
WETLAND PLANTINGS
SA
28
HIBISCUS COCCINEUS 'ALGA'
WHITE ROSE MALLOW
-
4" cont.
T O.C. Shallow Land
CF
23
LOBELIA CARDINALIS
CARDINAL FLOWER
-
4" cont.
T O.C. Shallow Land
NP
17
SACCHARUM BALDWINII
NARROW PLUMEGRASS
-
4" cant.
T O.C. Shallow Land
DP
35
SAGITTARIA LATIFOLIA
DUCK POTATO
-
4" cont.
T O.C. Shallow Water
LT
44
SAURURUS CERNUUS
LIZARD TAIL
-
4" cont.
T O.C. Shallow Water
PW
41
PONTEDERIA CORDATA
PICKERELWEED
-
4" cont.
T O.C. Shallow Water
SR
6
HIBISCUS COCCINEUS
SCARLET ROSE MALLOW
-
1 gal.
4' O.C. Shallow Land
^r rrr cr ^1t+thinw rr►r1
PLAN VIEW
SCALE. 1 - 10
NOTES:
MINIMUM DENSITY SHALL NOT BE LESS THAN 95% OF MAXIMUM DRY DENSITY
WITH MOISTURE CONTENT WITHIN +f- 2% OF THE OPTIMUM. EACH LIFT OF FILL
SHALL BE COMPACTED AS NECESSARY TO OBTAIN THAT DENSITY. ALL
COMPACTION IS DETERMINED PER AASHTO METHOD T-99 (STANDARD
PROCTOR).
DAM EMBANKMENT IS TO BE SEEDED IMMEDIATELY AFTER DAM
CONSTRUCTION IS COMPLETE.
STORMWATER MANAGEMENT STRUCTURE IS TO BE UTILIZED AS A TEMPORARY
EROSION CONTROL DEVICE INITIALLY. ONCE CONSTRUCTION IS COMPLETED
AND UPSTREAM SURFACES HAVE BEEN PERMANENTLY STABILIZED,
CONTRACTOR IS TO REMOVE ALL SEDIMENT FROM BASIN AND CONVERT TO
PERMANENT WATER QUALITY STRUCTURE. THIS INCLUDES INSTALLING THE
PROPOSED PLANTINGS ALONG THE LITTORAL SHELF.
DRAWDOWN PIPE AND LEVEL SPREADER ARE NOT TO BE INSTALLED UNTIL ALL
UPSTREAM SURFACES HAVE BEEN PERMANENTLY STABLILIZED.
PLANTING NOTES:
LANDSCAPE CONTRACTOR SHALL PROVIDE PLANT MATERIAL
FROM LOCAL_ SOURCE TO ENSURE SURVIVABILITY. CONTRACTOR
TO PROVIDE SOURCE OF PLANT MATERIAL AND LOCATION FOR
APPROVAL PRIOR TO INSTALLATION OF MATERIAL.
LOCAL WETLAND NURSERY
MALLOW MARSH FARM NURSERY - SILER CITY, INC
A MINIMUM TWO-YEAR WARRANTY PERIOD SHALL BE PROVIDED
FOR PLANT SURVIVAL AND REPLACEMENT. AT THE END OF THE
FIRST YEAR AND AGAIN AT THE END OF THE 2ND YEAR ALL
PLANTS THAT DO NOT SURVIVE MUST BE REPLACED.
10, 0 10, 20'
t 0 ■
SCALE: 1" = 10' (Horiz.)
FINAL DESIGN
ILT RELEASED
FOR �CONSTRUCTION II
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CE GROUP
301 GLENWOOD AVE. 220
RALEIGH,NC 27603
PHONE: [phone]
FAX [phone]
www.cegroupinc.com
License # C-1739
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Date:
MARCH 2012
Scale:
NIA
Drawn:
ACS
Checked:
AJF
Project No.
127-144
Computer Dwg_ Name
127-144 sht-07 - 08 Utility Details
Sheet No:
14
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