SW8090629_APPROVED PLANS_20101029

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW80°I0LP29
DOC TYPE
❑ CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
zo \ 0 1 o 2 o�
YYYYMMDD

STORE W 2530
Smithvi//e Township, BrunswicK County
Southport, North caroolina
ABBREVIATIONS
SDMH STORM DRAIN MANHOLE
FH FIRE HYDRANT
DI DROP INLET
CI CURB INLET
SSMH SANITARY SEWER MANHOLE
WL WATER LINE
IE INVERT ELEVATION
RIM RIM ELEVATION OF STRUCTURE
SITE
NC 211
M�
�G
VICINITY MAP
NOT TO SCALE
LF LINEAR FEET I
DIP DUCTILE IRON PIPE APPLICANTS/OWNERS:
PVC POLYVINYL CHLORIDE I FARE ENTERPRISES OF
ELEV. ELEVATION
GV GATE VALVE
MIN. MINIMUM
TYP. TYPICAL
HP HIGH POINT
LP LOW POINT
CONC. CONCRETE
RCP REINFORCED CONCRETE PIPE
CMP CORRUGATED METAL PIPE
TBM TEMPORARY BENCH MARK
STA, STATION
BOA BLOW OFF ASSEMBLY
NIP NEW IRON PIPE
ROCKINGHAM, INC
1800 Rockingham Road, Suite 36
Rockingham, NC 28379
[phone]
CAPE FEAR
Engineering, Inc.
151 Poole Road, Suite 100
Belville, NC 28451
TEL [phone]
FAX [phone]
www.capefearengineering.com
NC LICENSEF #C-1621
INDEX
�_;N'
C.I SITE AND UTILITY PLAN
C.2 STORMWATER # GRADING PLAN
C.3 SUBDRAINAGE PLAN ,
C.4 EROSION CONTROL PLAN
LA.1 LANDSCAPE PLAN
D.I SITE DETAILS — I
D.2 SITE DETAILS — 2
D.3 SITE DETAILS — 3
D.4 COMPACTOR DETAILS
D.5 STORMWATER * SUBDRAINAGE DETAILS
D.(o STORMWATER PUMP STATION DETAILS
D.7 EROSION CONTROL DETAILS
FINAL DESIGN
NOT FOR CONSTRUCTION
SEAL
30963
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EIVED fiopTN CA > �` �
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PROPOSED
LOADING BERTH
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10'50'
N
4 WID SPOA
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N/F LOWE'S HOME
CENTERS, INC. DB 1319, PG
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S 70'5 E 56.01' OHE ON Q ED
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= S 74'18'08" E 266.88' S 15'41'S2 W 8.82'
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- OHE —'— _ J OHE J 5' BUFFER — — — — — — .� — — — —
( z FLUSH w�
CONDITION WITH o
DETECTABLE
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SIGN
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6 GATE
NC
RRIGATION
IRRIGATION
FAZE
VALVE
SERVICE
METER
HYDRANT
gF2 55.89
(TYP)
OPTIC
--PDTL --- I BOX li
TL -- _PDTL
r-wu05F=D 4' PAVED ' SHOULDER I EX. I PROPOSED C/L DITCH
PROPOSED EDGE OF PAVEMENT INVERT - 28.93' —PDTL
r
¢� PROPOSED 4' PAVED SHOULDER PER R33 4 - - _ _ _ EXISTING 24'
PROPOSED EDGE OF PAVEMENT P - - - -, l02 W F r / WATERLINE
— w- s _
PER R324 dL — = trl � V- N _ yy
W - _ POP
EXISTING ED�f=-� -PL VEIGIENT - EXISTING EDGE OF PAVEMENT EX. 6 LP OF W � N W
15` POP EX. SDMU W W W W
--- T -- -_ T T--- T- T - T T T T T T T T •--yT 2 068%(77 IPAVE9 AREA T T T - W - W W
CONINECT PROPOSED 6' EXISTING CLLVERT
WA WATERLINE USING TERUNE TO �6' TAPPING TING 24' I IN ABANDONED
O�
540 t TO NC HWY 133 TO SOUTHP012T SADDLE AND 6' TAPPING VALVE N �� f
(SPEED LIMIT 45 MPH) 000 N.C. HIGHWAY 211 150' Q1VV
EXISTING LANE MARKINGS (TYP.) f
_--------------- ----------- �� ---
-------------------
GENERAL NOTES: U11UTY NOTES'
` 1. IN ALL CASES CONTRACTOR SHALL COMPLi WITH CITY OF SOUTHPORT DEVELOPMENT REGULATIONS, WALGREENS STANDARDS, f
AND PROJECT SPECIFICATIONS. IF A DISCREPANCY IS FOUND, THE MORE STRINGENT SHALL GOVERN. 1. SANITARY SEWERS SHALL BE LAID AT LEAST 10' LATERALLY FROM THE EXISTING OR PROPOSED WATER MAINS _
UNLESS LOCAL CONDITIONS OR BARRIERS PREVENT THIS, IN WHICH CASE THE WATER MAIN IS LAID IN A SEPARATE
2. EXISTING TOPOGRAPHIC AND UTILITY SURVEY INFORMATION PROVIDED BY MCHENRY SURVEYING. TRENCH, WITH THE BOTTOM OF THE WATER MAIN AT LEAST IS- ABOVE THE TOP OF THE SEWER, OR THE WATER
3. EXISTING UTILITY INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE IT SHALL BE THE RESPONSIBILITY OF MAIN IS LAID IN THE SAME TRENCH AS THE SEWER WITH THE WATER MAIN LOCATED AT ONE SIDE OF A BENCH OF
THE CONTRACTOR TO VERIFY LOCATION OF ALL EXISTING UTILITIES. ANY CONFLICTS OR DISCREPANCIES SHALL BE BROUGHT TO UNDISTURBED EARTH AND WITH THE ELEVATION OF THE 80TT�A OF THE WATER MAIN AT LEAST 18" ABOVE THE
TOP OF THE SEWER.
THE OWNER'S AND ENGINEERS ATTENTION IMMEDIATELY.
4. CONTRACTOR TO FIELD VERIFY ALL EXISTING UTILITIES BEFORE BEGINNING CONSTRUCTION. 2. WHERE A WATER MAIN PASSES OVER A SEWER, AND THE VERTICAL SEPARATION IS LESS THAN 18% THE SEWER
AND WATER MAIN SHALL BOTH BE DUCTILE IRON PIPE FOR A DISTANCE OF 10' ON EACH SIDE OF THE CROSSING
5. NATURAL GAS IS NOT AVAILABLE IN THIS AREA TO SERVICE THIS SITE (20' LENGTH CENTERED AT CROSSING - NO JOINTS). WHERE WATER PASSES UNDER SEWER BOTH SHALL BE
DUCTILE IRON PIPE.
6. CONTRACTOR SHALL COORDINATE WWTH SITE ELECTRICAL PLANS TO PROVIDE 20 AMP BREAKERS, CONDUITS, LINE HEATERS, AND 3. ALL WATERLINES AND SEWERLINES TO HAVE A MINIMUM 36" OF COVER FROM THE ELEVATION FINISHED
TAMPER SWITCHES FOR BACKFLOW PREVENTERS GRADE
7. CONTRACTOR SHALL COORDINATE WITH SITE ELECTRICAL PLANS TO PROVIDE TWO CONDUITS TO SIGNAGE.
•To -t-�511111111
—WALGREENS
PYLON SIGN
KY S.B. MILL
EX.
FROM PL
TOP-3L 6'
IE-26,
12:
PROJECT BOUNDARY
ADJOINER BOUNDARY
EXISTING POWER POLE
EXISTING LIGHT POLE
0
EXISTING PROPERTY CORNER
0
DROP INLET
TRAFFIC FLOW ARROW
EXISTING TELEPHONE PEDESTAL
T
EXISTING MANHOLE
EXISTING WATER METER
Go
EXISTING FIBER OPTIC CABLE
U-FOC
EXISTING OVERHEAD ELECTRIC
OHE—
EXISTING WATER LINE N
— w — w — w -
EX. UNDERGROUND TELEPHONE -
T T —
EXISTING SEWER LINE --
-- -
PROPOSED DITCH LINE
— —PDT—
BUILDING SETBACK LINE -
- - - - - - - - -
LOWE'S SIGN EASEMENT ---------
PROPOSED WATER VALVE
N
PROPOSED ELECTRIC TRANFORMER
-©
PROPOSED SITE LIGHTING
0@0
SITE NOTES:
1. PROPERTY IS ZONED: HC -HIGHWAY COMMERCIAL
2. AREA OF SITE IS 72.348.1 SF - 1.66 ACRES
3. PROPOSED IMPERVIOUS SURFACE IS AS FOLLOWS:
BUILDINGS
14478 SF
PARKING:
39,845.4 SF
WALKS do PADS:
3,984.E SF
TOTAL PROPOSED IMPERVIOUS 58,308 SF
4. PARKING
RETAIL SPACE (WALGREENS) - 14,478 SF O 1 SPACE PER 300 SF OF GROSS
FLOOR AREA
PARKING REQUIRED:
49 SPACES
PARKING PROVIDED:
REGULAR (10' X 191 16 SPACES
REGULAR (9' X 19� 41 SPACES
HANDICAPPED (8' X 8' X 19') (VAN ACCESSIBLE) 2 SPACES
HANDICAPPED (8' X V X 5") 1 SPACE
TOTAL PARKING SPACES PROVIDED: 60 SPACES.
5. PERCENT IMPERVIOUS 80.9%
6. SETBACKS:
FRONT - 2W
SIDE - e'
REAR - 20'
BUILDING HEIGHT: 40' MINIMUM
7. TAX PARCEL NO.:
22100074
ADA REQUIREMENT:
PER ADAAG SECTION 4.1.2 (tr AT LEAST ONE ACCESSIBLE ROUTE COMPLYING WITH 4.3
SHALL BE PROVIDED WITHIN THE BOUNDARY OF THE SITE FROM PUBLIC TRANSPORTATION
STOPS, ACCESSIBLE PARKING SPACES, PASSENGER LOADING ZONES IF PROVIDED, AND
PUBLIC STREETS OR SIDEWALKS, TO AN ACCESSIBLE BUILDING ENTRANCE
PREFERRED LOCATION FOR ACCESSIBLE ROUTE SHALL COINCIDE WITH PEDESTRIAN ACCESS TO
CORNER. OTHERWISE LOCAL ARCHITECT TO DETERMINE BEST LOCATION TO CONFORM TO
SLOPE ALLOWANCES DEFINED BY ADA.
VERIFY COMPLIANCE WITH MORE STRINGENT CODES
BEFORE YOU DIG .........
1-800-632-4949 or 811
NORTH CAROUNA ONE -CALL CENTER, INC.
CALL 48 HOURS BEFORE YOU DIG!
TELE
CONTRACTOR SHALL COORDINATE THESE PLANS
WITH WALGREENS CRITERIA PLANS & SPECS. THE
STRICTEST SHALL GOVERN CONSTRUCTION.
NC GRID NORTH 1983
20' 0 20' 40'
1 INCH = 20'
awCAPE FEAR
Engineering, Inc.
151 Paofe fW, SWWe f00
8"10, NC28451
TEL (910) 3e3-1044
FAX [phone]W
www.copsfwmnginwng.com
N.C. License No. C4821
FINAL DESIGN
NOT FOR CONSTRUCTION
PROJECT:
PROPOSED
STORE # 2530
NC HWY 211
Southport, NC 28379
APPLICANTSIOWNERS:
Fare Enterprises of
Rockingham, Inc.
1800 Rockingham Road, Suite 36
Rockingham, NC 28379
[phone]
NO. I DATE I BY I DESCRIPTION ICONST
REVISIONS
1 HEREBY CERTIFY THAT AND SEAL
THAT THIS
PLAN AND SPECIFICATION a� �N CA, +4y
WAS PREPARED BY ME OR e'0� Fe S/ O("�%
UNDER MY DIRECT? QQO�.y•10 f�yy L
SUPERVISION AND THAT I AM SEA
A DULY REGISTERED 3 aT
ARCHITECT OR ENGINEER
UNDER THE LAWS OF THE
STATE OF NORTH CAROLINA
AS SIGNIFIED BY MY HAND
AND SEAL.
WALGREENS (STORE #2530)
098 SOUTHPORT-SUPPLY RD
SOUTHPORT, INC
SITE AND UTILITY PLAN
CADD PLOT:
SCALE: 1" = 20'
DRAWING NO.
ZCP.DWG
DRAWN BY:
VOID PLOT:
HSK
DATE: 12/10/08
� ■
SUPERSEDES REVIEWED BY:
PLAN DATED:
FCL OF DWGS.
,
i

N/F LOWE'S HOME
CENTERS, INC. DEI 1319, PG
1272 B.C.R.
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00
CONN�CT TO
STOQMV/ATEP,)
FORCEMAIN
150.00'
F
Ca E
RIM 3L85'
E. 27.80'
PROPOSED op
STCQM-WAIT5 11 I\ ---- —
LIFT STATION ANIFAIr
(SEE SHEErff--T D.
j cli
d co
P6FM 1
/FE = 33.50
0,0
at
-- - ---- -----------
N
F- 22.00'
N/F 12M 3L85'
NATIONSBANK F27,64!
=Z
&
OF NC., N.A. OB 916, PG 320
B.C.R. MEI X, PG
140 B.C.R.
r r
Al—L
Ir CULVERT
)E. 0 BE FILLED W/
ABLE: GROUT AND
ABANDONDED
IN PLACE
[4
Ar SIGN
"R
-7, 16-LF-
0
POP 0.001
"2 3 2.0 4-1
�2'
9 OF 27 LF 42 LF OF 4-
ROP S,
.27% oO. 3% V t�* 0'2A I
TOP=a-
26
at'l
CI --][ \ \�- N,
CIBQ OUTLET 08 A
RIM 'Aq 0. RIM 32.0(Y N I F- 27.40'- F- 27,09' 27 27=�
RIM 31.40'
FIBER OPTIC WITNESS SUMP- 26,4a IE 60- 22.00' 0 H aNTERFERE�
POST SUMP 2607
8OLFOF= BYPASS WEIR 28ZO' 12M 3L30'
4ZlGPG6E0-C7L-DI'rC5H 18"RCP 0 0.34%, IF- 2710'
-P IE=- - 28-2 'ORMET WEP 28.30 4D-1
—PDTL— —PDTIz PROPOSED C/L DITCH SUMP 2610' r - Z-. I
?Olt IE 28.43! PDTL
- � OPTIC--�PDTL3(1x
E
--- - - -- _FT
IE - 27.30'
-e
-- --
PDT-
A8 LF
E2T - 26.93' RCP 0
%oN
EXISTING CONTOURS --------- 31.OG ------
PROPOSED SPOT ELEVATIONS
PROPERTY BOUNDARY
ADJOINER BOUNDARY
EXISTING POWER POLE
EXISTING LIGHT POLE tf
EXISTING PROPERTY CORNER
EXISTING DROP INLET im
TRAFFIC FLOW ARROW
EXISTING TELEPHONE PEDESTAL
EXISTING MANHOLE
EXISTING WATER METER
EXISTING FIBER OPTIC CABLE U-FOC
EXISTING OVERHEAD ELECTRIC OHE—
EXISTING WATER LINE --w —w —w
EX. UNDERGROUND TELEPHONE T T
EXISTING SEWER
GENERAL STORMWATER NOTES: PROPOSED DITCH LINE —PDT—
1. THE NETWORK OF 60-INCH REINFORCED CONCRETE PIPES AND JUNCTION BOXES SHALL BE REFERRED TO AS THE
STORMWATER STORAGE SYSTEM.
I THE NETWORK OF 18-INCH AND 24-INCH REINFORCED CONCRETE PIPES, CURB INLETS AND DROP INLETS SHALL BE REFERRED
M AS THE STORMWATER COLLECTION SYSTEM.
3. ALL RUNOFF IS TO BE DIRECTED TO THE STORMWATER COLLECTION SYSTEM.
4, ALL DRAINAGE SHALL BE DIRECTED AWAY FROM BUILDING AND TO THE STORMWATER COLLECTION SYSTEM.
& ALL ROOF DRAINS SHALL BE BE DESIGNED AND INSTALLED PER WALGREEN'S SPECIFICATIONS. ROOF DRAINS SHALL ME
DIRECTLY TO STORMWATER COLLECTION SYSTEM.
6. STORMWATER RUNOFF FROM THE NCDENR PRESCRIBED 1.5-INCH WATER QUALITY DESIGN STORM AND ACCOMPANYING LOCAL
JURISDICTIONAL CONTROL VOLUME IS TO BE STORED IN THE STORMWATER STORAGE SYSTEM. STORMWATER RUNOFF ABOVE
THESE VOLUMES IS TO BYPASS TO THE NC 211 ROADSIDE DITCH.
7. CAPTURED DESIGN VOLUMES ARE TO BE PUMPED TO THE EXISTING LOWE'S WATER QUALITY PONDS FOREBAY AND TREATMENT
REGIME IN CONFORMANCE WITH NCDENR REQUIREMENTS AND NCDENR STATE STORMWATER PERMIT NUMBER SVffl 990435MOD.
APPROVED ON APRIL 6, 2010 PRIOR TO DISCHARGE TOWARDS THE RECEIVING STREAM.
& ONSITE IMPROVEMENTS WERE PERMITTED AS OWSITE TO THE LOWE'S POND #I UNDER NCDENR STATE STORMWATER PERMIT
NUMBER SWIS 090629 ON APRIL 6, 2010.
9. ALL ACCESSIBLE STORMDRAIN STRUCTURES SHALL HAVE STAR STEPS IN ACCORDANCE WITH NCDOT STANDARDS.
STORMWATER COLLECTION SYSTEM NOTES:
1. ALL PIPES, JOINTS, CURB INLETS AND CATCH BASINS ARE TO BE WATERTIGHT TO PREVENT SEEPAGE OF GROUNDWATER INTO
THE STORMWATER COLLECTION SYSTEM.
2. ALL PIPES SHALL BE LAID TO THE SLOPE GRADIENTS NOTED ON THIS PLAN SHEET. THE MAXIMUM VARIATION FROM TRUE
SLOPE SHALL BE 1/8-INCH IN 100 FEET.
I SUFFICIENT BEDDING SHALL BE INSTALLED TO ESTABLISH ELEVATIONS AND PIPE INVERTS AND OUTLETS AS INDICATED ON THIS
PLAN SHEET.
4. WHERE DROP INLET GRATES OCCUR IN PAVEMENT, SET TOPS FLUSH WITH FINISHED SURFACE.
5. SUMPS TO BE INSTALLED WHERE NOTED ON THIS PLAN SHEET. SUMPS ARE INTENDED TO MINIMIZE THE AMOUNT OF SEDIMENT
ENTERING THE STORMWATER STORAGE SYSTEM.
STORMWATER STORAGE SYSTEM NOTES:
1.
ALL PIPES, JOINTS AND JUNCTION BOXES ARE TO BE SEALED WATERTIGHT TO PREVENT SEEPAGE OF GROUNDWATER INTO THE
STORMWATER STORAGE SYSTEM.
2.
ALL PIPES SHALL BE LAID TO THE SLOPES NOTED ON THIS PLAN SHEET. THE MAXIMUM VARIATION FROM TRUE SLOPE SHALL
BE 1-INCH IN 100 FEET.
3.
SUFFICIENT BEDDING SHALL BE INSTALLED TO ESTABLISH ELEVATIONS AND PIPE INVERTS AND OUTLETS AS INDICATED ON THIS
PLAN SHEET.
4,
WHERE MANHOLES OCCUR IN PAVEMENT, SET TOPS FLUSH WITH FINISHED SURFACE.
5.
MANHOLE COVERS TO BE INSTALLED ON ALL JUNCTION BOXES TO PROVIDE MAINTENANCE/ ACCESS POINTS TO THE SYSTEM.
5.
ALL MANHOLE COVERS SHALL HAVE INFLOW PROTECTION WSERTS. INSERTS TO BE RAJNGUARD BRAND OR APPROVED EQUAL
SOIL NOTES:
1.
FIELD OBSERVATIONS AND THE BRUNSWICK COUNTY SOIL SURVEY INDICATE THAT THE IN SITU SOILS ARE PRIMARILY LEON
SANDS, IN A POORLY DRAINED STATE.
�
j
/`
a
TELE
-,--tlZJ 1 -27. PROPOSED C/L DITCH
—PDTL—
RIP RAP APRON (TYP)
EX'STING 24'
34.00,—4? - - - - - - - - - - - - 10'4 L-' - I I WATEPLNE
-
-77
w
EX. 16 L-F OF w w — —7--
15* RCP rX. SD W w T Q Z8FOP3L77
T T
T wOT
EXISTING 8TORMD12AN
TO BE FILLED W/
PLOWABLE AND ABANDONEDGROUT
IN PLACE
—7
— --- — — — — — — —
DESIGNER'S CERTIFICATION:
1. 1 HEREBY CERTIFY THAT THIS PLAN HAS BEEN PREPARED IN ACCORDANCE WITH THE LATEST CITY STANDARDS AND
SPECIFICATIONS FOR STORMWATER MANAGEMENT AND THE CITY CODE OF ORDINANCES.
SIGNATURE,
PRINTED NAME AND TITLE:
DATE.
REGISTRATION NUMBER:
24 HR EMERGENCY CONTACT
MELINDA ROWLAND
(M) 206AM
OWNER'S CERTIFICATION: JUN 2010
I/ WE HEREBY CERTIFY THAT ANY CLEARING, GRADING, CONSTRUCTION OR DEVELOPMENT, OR ALL OF THESE, WILL BE DONE
PURSUANT TO THIS PLAN AND THAT THE APPLICABLE STORMWATER MANAGEMENT CONDITIONS AND REQUIREMENTS OF THE CITY
OF SOUTHPORT, THE STATE OF NORTH CAROLINA. AND THE FEDERAL GOVERNMENT, AND ITS AGENCIES ARE HEREBY MADE
PART OF THIS PLAN.
SIGNATURE:
PRINTED NAME AND TITLE
DATE
BEFORE YOU DIG .........
1-800-632-4949 or 811 CONTRACTOR SHALL COORDINATE THESE PLANS NC GRID NORTH 1983
WITH WALGREENS CRITERIA PLANS & SPECS. THE 20' 0 20' 40'
NORTH CAROLINA ONE -CALL CENTER, INC.
STRICTEST SHALL GOVERN CONSTRUCTION.
CALL 48 HOURS BEFORE YOU DIG!
1 INCH = 20'
aWCAPE FEAR
Engineering,, Inc.
1w Poomm, Site 100
Bs&ft NC 2801
TEL [phone]"
FAX (910) 363-IM
w .cepeoleareivineenliq corn
N.C. License No. C-1621
ISSUED FOR
CONSTRUCTION
PROJECT:
PROPOSED
STORE # 2530
NC HWY 211
Southport, NC 28379
APPLICANTS/OWNERS:
Fare Enterprises of
Rockingham, Inc.
1800 Rockingham Road, Suite 36
Rockingham, NC 28379
[phone]
2 1 6/11/10 IMTHI REV STORMIDIRAIN STORAGE SYS
1 4/22/10 MTH REV PER WALGREENS COMMENTS
NO. DATE BY DESCRIPTION ICONST
REVISIONS
CERTIFICATION AND SEAL
I HEREBY CERTIFY THAT THIS 141614spoilf
PLAN AND SPECIFICATION CAjy4l%
WAS PREPARED BY ME OR
UNDER MY DIRECT .8-
SUPERVISION AND THAT I AM SEAL
A DULY REGISTERED 30963
ARCHITECT OR ENGINEER
UNDER THE LAWS OF THE I
STATE OF NORTH CAROLINA
AS SIGNIFIED BY MY HAND Wo
AND SEAL.
WALGREENS (STORE #2530)
5098 SOUTHPORT-SUPPLY RD
SOUTHPORT, INC
STORMWATER & GRADING PLAN
CADD PLOT: SCALE: I"= 20' DRAWING NO.
ZCP.DWG DRAWN BY:
VOID PLOT: IVITH
DATE: 12/10/08 Cm2
SUPERSEDES
PLAN DATED: REVIEWED BY:
FCL 'OF DWGS.
I
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N/F LOWE'S HOME
CENTERS, INC. DB 1319, PG
1272 B.C.R.
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On[
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140 B.C.R. / -
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/ J T i
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E 2a78' SLEMAN • 0205 I -- -
� �'6 - 27 U= OF 6' 42 LF OF 6'
-_ -- _ • Q20Y SIBDRAN • 0205 SIBDRAN • 02M E' 2 `
rIBER OPTIC WITNESS E 2� _ _ '� E $ 28a�0 C_2a-P"
POST -�
.-P•I�OP6SED"C7L'DITCN ^ ^ r ^ s - '` -- - SED C/L DITCN\ -- / —PDTL— --PDTL =- — _ - _.�._ _ . --�� _'- -__-ram--- P20P0
--PDTL / 3PT:C--,_
33.OD" - - - - - ..r �� PDTL -__PDTL / 30Y. /
_ - - - - - - 32.00 - - - - - - - - - � \ ` T —PDTL---t`'-----------_..%/
_—. _--._ `'1 ate•-- — — — — == — — _ -� = _ — — — — - _:�"_—_.-.—.__.-__------- �-------_— � ` n
00
1} ••
•
1
1
I
TREN04
MP)
28
1
(�
fll
EXISTING CONTOURS
--------- 31.00------
PROPOSED SPOT ELEVATIONS
?�
PROJECT BOUNDARY-
ADJOINER BOUNDARY
-
EXISTING POWER POLE
EXISTING LIGHT POLE
t}
EXISTING PROPERTY CORNER
O
ELECTRIC DROP INLET
LM
TRAFFIC FLOW ARROW
EXISTING TELEPHONE PEDESTAL
�IJ
EXISTING MANHOLE
EXISTING WATER METER
2E)
EXISTING FIBER OPTIC CABLE
----
EXISTING OVERHEAD ELECTRIC
--- OHE—
EXISTING WATER LINE
-- w — w -
EX. UNDERGROUND TELEPHONE
T - T —
EXISTING SEWER LINE
-- -- -- -
PROPOSED DITCH LINE
—PDTL
SUBDRAINAGE NOTES:
1. CONTRACTOR SHALL INSTALL SUBDRAINS IN ACCORDANCE WITH GEOTECHNICAL CONSULTANT'S (RIFTS, PLLC)
RECOMMENDATIONS.
2. CONTRACTOR SHALL ASSURE CONTINUITY AND POSITIVE DRAINAGE FROM SUBDRAINS TO SiORMWATER DIVERSION BOX
3. STORMWATER COLLECTION NETWORK SHALL BE INDEPENDENT OF SUBDRAIN NETWORK AT ALL TIMES
4. CLEANOUTS TO BE INSTALLED AS INDICATED ON THIS PLAN SHEET TO PROVIDE MAINTENANCE/ ACCESS TO THE SUBDRAIN
NETWORK.
5. WHERE CIENNOUTS OCCUR IN PAVEMENT, SET TOPS FLUSH WITH FINISHED SURFACE AND UTILIZE STANDARD CAST IRON
CLEANOUT COVERS AND COLLARS STAMPED AS UNDERDRAIN.
6. UNLESS A CLEANOUT HAS BEEN SPECIFIED, CONTRACTOR SHALL CAP THE TERMINAL ENDS OF ALL SUBDRAIN PIPES
I
` �L 9� Pf2OPOSED C/L DITCH
—PDTL
a - RIP RAP APRON CTYP)
EXISTING 24'
— -- — = — —� V—. - ._ �.. — Vk. -- — — — — _ EX.102 u, _ v . , / �— WA ERLWE
wpop
24 HR. EMERCaEJVCY CONTACT
MELNDA ROWLAND
[phone]
— - - — EX. 16 LF of W 4 yy _ — — --
i5' PGR EX. SDMH W V� W - W _
•0.68u 'Cn. 3f7;,, W,. - 1jp' _ livi
T —
T -- T i ---- T- 28II? T T T/ T —
-- ---i -- i ---- -- --~ --- --- --- EXISTING STORMDRAN / - - --- TO FILLEDBE O ''
FLOwABLr=1 4/22/10 MTH REV PER WALGREENS COMMENTS
AND
E CROUGT o
IN PL4CENED i
NO. DATE BY DESCRIPTION CONST
--- -- - - - - — - -- -- -- --- - - -- ---- --- --- -- --- REVISIONS
/ Y , I'r CERTIFICATION AND SEAL
,
I HEREBY CERTIFY THAT THIS
- - ---- -- ---- - --- ---
�- PLAN AND SPECIFICATION �uu�A
_ -
4 , � bq
- - - - - -- -- - - - - - - Z WAS PREPARED BY ME OR �� RO
J,. ------ ----- - - -- ------------ 0 4 4ES' A
UNDER MY DIRECT (
! SUPERVISION AND THAT I AM Q� S ALD ` y
% A DULY REGISTERED LL
UNCHITECT OR ENGINEER
DER THE LAWS OF THE
E
f STATE OF NORTH CAROLINA �.y I.`E
AS SIGNIFIED BY MY HAND
AND SEAL
CAPE FEAR
Engineering, Inc.
151 P00fe Rd. SWAB 100
BOOM. NC2W51
TEL (910) 333-IOM
FAX [phone]
WWW.C8pd8aMngineefng.com
N.C. Ucenae No. 0.162E
ISSUED FOR
CONSTRUC110N
PROJECT:
PROPOSED
STORE # 2530
NC HWY 211
Southport, NC 28379
APPLICANTS/OWNERS:
Fare Enterprises of
Rockingham, Inc.
1800 Rockingham Road, Suite 36
Rockingham, NC 28379
[phone]
BEFORE YOU DIG ......... —
1-800-632-4949 Or 811 CONTRACTOR SHALL COORDINATE THESE PLANS
WALGENS CRITERIA PLANS & SPECS.
NORTH CAROLINA ONE -CALL CENTER, INC. WIs CTESTSHALLGO ERN CONSTRUCTION. E
CALL 48 HOURS BEFORE YOU DIG!
WALGREENS (STORE #2530)
5098 SOUTHPORT-SUPPLY RD
SOUTHPORT,NC
lam. ✓!//y�\ SUBDRAINAGE PLAN
AW P-LC SCALE: 1" = 20' DRAWING NO.
.. ZCP.DWG
DRAWN BY:
NC GRID NORTH 1983 VOID PLOT: MTHCw3
20' 0 20' 40' DATE: 1/13/10
SUPERSEDES REVIEWED BY:
1 INCH = 20' PLAN DATED:
FCL OF DWGS.
,
•
•

GENERAL NOTES:
N/F LOWE'S HOME
CENTERS, INC. DB 1319, PG
1272 B.C.R.
S 7o•s4eu-
OHE
`
•i
• AA �Y•
••0�!_A
a, ♦••L.a1 Y.Q.a,�,
RIM 32A
�CT TO
jp-
STCPMWATEQ
�..�•� •e.a,.
•.�
=�IACI •
•
I/ �,•.,/•%. r,
FORCEMAIN 1
/
�oo00
OF 1
/
DISTTI-RSBANNCE 1
/
FOLLOW 1
PROJECT 1
BOUNDARY
/
I
SILT
y
1
/
�
CB E
1-280
1 /
PROPOSED
LI�
I
1 /
STORM WATER
Ie
LIFT STATION
(SEE SHEET 0.6)
1 1
soN
I
I
N
0 1 /
I,a
It
00
/
P6FM
-
10
L0
O
`
Did
LLJ
'e
o /1
JB N
I
oI
1
IE 22.00'
I
rnl
I
/ Z ,
PROTECTION
i
I
1D
I
I
N//
NATIONSBANK i ;
F- 27.
I
OF NC., N.A. bB
916, PG 320 1
o
I
B.C.R. MB X, PGJ 1
(
I
140 B.C.R.
D
30I
I
/
I
c� 1 LOV465
I
S
1 IGN
7
! ! 1 00 I JB M IE 2200' / 8 LF OF 60' E. 2200'
! d 1- 22.00' / RCP a 0.008 IJB L
! 1 IE 2200' /
11
/ to
I /! CONTRACTOR SHALL I 16 LF OF 60' -
i CI J
RNA 32.50'
A: E 27,63'
D CAP
/ � TION
r
1! o
CII
RIM 3's
IE 27.E
SUMP,
SILT
934a
(TYPE
1. TOPOGRAPHIC INFORMATION PROVIDED BY McHENRY SURVEYING.
2. CONTRACTOR TO FIELD VERIFY ALL EXISTING UNDERGROUND UTIU71ES BEFORE BEGINNING CONSTRUCTION.
3. THE TOTAL AREA OF DISTURBANCE IS 1.66 ACRES.
4. THIS PLAN WAS APPROVED AS BRUNS-2010-037 ON MARCH 7A 2010.
SEDIMENTATION OPERATION & MAINTENANCE NOTES:
1. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR STABILITY AND OPERATION FOLLOWING EVERY
RUNOFF -PRODUCING RAINFALL BUT IN NO CASE LESS THAN ONCE EVERY WEEK. ANY NEEDED REPAIRS WALL BE MADE
IMMEDIATELY TO MAINTAIN ALL PRACTICES AS DESIGNED.
2. TEMPORARY CONSTRUCTION ENTRANCES SHALL BE INSPECTED WEEKLY IN ORDER TO KEEP SEDIMENT FROM BEING
TRANSPORTED OFFSITE.
SEQUENCE OF PRELIMINARY LAND DISTURBANCE:
1. PRECONSTRUCTION CONFERENCE TO BE HELD PRIOR TO BEGINNING.
2. DETERMINE AND MARK LIMITS OF DISTURBANCE
3. INSTALL TEMPORARY GRAVEL CONSTRUCTION ENTRANCES AND INSTALL SILT FENCE
4. TOPSOIL REMOVAL AND/OR STORAGE
5. INSPECT AND MAINTAIN ALL EROSION CONTROL DEVICES EVERY 7 DAYS AND AFTER EACH SIGNIFICANT RAINFALL EVENT (0.5-
OR GREATER).
6. PLACE TEMPORARY SEEDING ON ANY DISTURBED AREAS THAT ARE TO BE LEFT IDLE FOR MORE THAN 15 DAYS.
SEQUENCE OF FINAL LAND DISTURBANCE:
1. INSTALL STORMDRAIN FACILITIES.
2. INSTALL WIRE / GRAVEL INLET PROTECTION.
3. MAINTAIN TEMPORARY GRAVEL CONSTRUCTION ENTRANCES AND MAINTAIN SILT FENCE
4. INSPECT AND MAINTAIN ALL EROSION CONTROL DEVICES EVERY 7 DAYS AND AFTER EACH SIGNIFICANT RAINFALL EVENT (0.5-
OR GREATER).
5. PLACE TEMPORARY SEEDING ON ANY DISTURBED AREAS THAT ARE TO BE LEFT IDLE FOR MORE THAN 15 DAYS.
6. PERMANENT GRASS SHALL BE INSTALLED FOR ALL AREAS AT FINAL GRADE AND IN SEASON. FERTILIZE, WATER AND RESEED
AS REQUIRED TO ESTABLISH A VIGOROUS STAND OF GRASS.
7. AFTER COMPLETION OF CONSTRUCTION AND THE SITE IS STABILIZED, REMOVE ALL ACCUMULATED SEDIMENT FROM SILT FENCE
AND SPREAD EVENLY ACROSS THE SITE. GRASS THESE AREAS IMMEDIATELY AND REMOVE ALL EROSION CONTROL MEASURES
PROJECT BOUNDARY
PROPOSED SILT FENCE
TEMP. CONSTRUCTION ENTRANCE
I ! PLYWOOD TO PLUG 60' ROP I RCP a 0.00% - - 1 I
bn
I I - DURYdG 92 LF OF 24' ! CONSTRUCTION27 LF OF 24' I 42 LF OF 24"37 p0' '
RCP • 0.27% RCP a 0.33% RCP a 624%
-- ----- -- ---- �- J-I -,
jCI c __ Y 1
-, F�����SF��� RIM 3Za' -=ZSF M;1 � SF����� mCI B4NTIiiz R JCE) SF�����SF7 v 200'_BSF����e.S F����� ����SF �� > :v
I -r-- E. 27.40'� v - RIM 31A0' - - _ ( -- a
_ - N-74'18il8'FW` 88.91 SUMP, 26.40' E. 27.09, N 74*18'OS` W--3T3.63' 2T� N 7418'08 W I -
FIBER OPTIC WITNESS _ IE 60- 22.00' CI H wT59 C� /
POST -�';�� - - - - - - 80 LF OF SUMP 2609' RlPit BYPASS WERE 28.50' RIM 3L30' / 3
R e 0.34 APRON-3 OUTLET WEIR 28.30' IF- 27.10'
_PJROPASED-C7L DI rtH - - - - IE - 28 ? P SUMP: 26.10'
-PDTL ROPOSED C/L DITCH
-PDTL- IE - 28.43' PDTL
-^ NIX %
RP 1?AP - -PDTL- 7 IE - 27.30'
/ J - - - - - - 32.00 - - - -' - - - - - APRON I STONE CHECK / PDTL \ T IE - 27.00'
/ : DAM (1 YP0 - 18 LF a 2 PROPOSED C/L DITCH
----- - - RCP• 25% ar RFLQm -PDTL
EXISTING 2.4'
w W / -
- -
W w Nl / lh/ - '' �J -
T -- - - T -- - - -- - -- - -- T - - -- T -- T --- T ---- --- T ---- - - - - T - - T T T T/ T -- �J
T T
/ t
� T - -
540'± TO NC HWY 133 TO SOUTHPORT
(SPEED LIMIT 45 MPH) - ~- -- - --_ !''/
-----------
24 HR. EMERGENCY CONTACT
MEUNDA ROWLAND
(910) 20B-1053
BEFORE YOU DIG .........
1-800-632-4949 or 811
NORTH CAROLINA ONE -CALL CENTER, INC.
CALL 48 HOURS BEFORE YOU DIG!
CONTRACTOR SHALL COORDINATE THESE PLANS
WITH WALGREENS CRITERIA PLANS & SPECS. THE
STRICTEST SHALL GOVERN CONSTRUCTION.
SF�
a Y•
NC GRID NORTH 1983
20' 0 20' 40'
1 INCH = 20'
CAPE FEAR
Engineering, Inc.
151 Poole Rd. Stft 100
ee/wne, Ncza4sl
TEL (91)) 383.1044
FAX (810) 383-IM
www.capefwmngineedng.com
N.C. Ucense No. C-1621
ISSUED FOR
CONSTRUCTION
PROJECT:
STORE # 2530
NC HWY 211
Southport, NC 28379
APPLICANTS/OWNERS:
Fare Enterprises of
Rockingham, Inc.
1800 Rockingham Road, Suite 36
Rockingham, NC 28379
[phone]
1 4/22/10 MTH REV PER WALGREENS COMMENTS
NO. DATE BY DESCRIPTION CONST
REVISIONS
CERTIFICATION AND SEAL
I HEREBY CERTIFY THAT THIS
PLAN AND SPECIFICATION „nnin,,,
WAS PREPARED BY ME OR ,,tt`a " C�,qw
UNDER MY DIRECT SS/
SUPERVISION AND THAT i AM�OQ
A DULY REGISTERED Q AD �' s
ARCHITECT OR ENGINEER S3
UNDER THE LAWS OF THE
STATE OF NORTH CAROLINA tw. FHGIN
AS SIGNIFIED BY MY HAND
AND SEAL.
WALGREENS (STORE #2530)
5098 SOUTHPORT-SUPPLY RD
SOUTHPORT, NC
ZCP.DWG
VOID PLOT:
SUPERSEDES
PLAN DATED:
EROSION CONTROL PLAN
SCALE: 1" = 20, DRAWING NO.
DRAWN BY:
MTH
DATE: 12/10/08
REVIEWED BY:
FCL OF
DWGS.
C
0

PLANTING SCHEDULE
,
LANDSCAPE
.4. AREA u7
HARDWOOD
MIJLCH
HARDWOOD
!,` * MU CH
HARDWOOD FDAZSCAPE
MULCH I AREA #8
4
r' -
N/F !
NATIONSBANK !
OF NC., N.A. DB ..:
916, PG 320
B.C.R. MB X, PG ` HARDWOODLANDSCAPE
140 B.C.R. AREA 49
d NE'$ SIGN` HARDWOOD
MULCH
!
i SODjyOOj D LANDS
' AREABOX
s
t�
r:
E • S
-SOD
_ _
-- + ---- --- T -- - I -- i — - — -- — -- — -
,x
540't TO NC HWY 133
(SPEED LIMIT 45 MPH)
24 HR EMERGENCY CONTACT
MEL.NDA ROWL.AND
[phone]
N/F LOWE'S HOME
CENTERS, INC. DB 1319, PG
1272 B.C.R.
HARDWOOD
MULCH -
=4
HARDWOOD
MUCH
n5
IOHE
`��ytra.�'!`'�•aV1\\ a`+a4.-y`�y�•"—�`ayY♦'. *a1lY••4./"'. l.�y
OHE
IRK¢.) �•M
WE
EX.
NV62T - 28.93'
-iv-- Af w w — -
EX. 16 L F O�=
15, RCP EX. SDML4
e 0.688 TOP= 3L77'
T - T T T T T T T --wvT= 2882`—
TO SOUTHPORT
i
a!
"W'
t
t1r
6�
3'E
n
7w-
T T T
EXISTNG CULVERT
TO BE ABANDON
N PLACE
E:
TE
M
ig
--'--------------------------------- -------------- ---
i
i
BEFORE YOU DIG .........
1-800-632-4949 or 811
NORTH CAROLINA ONE -CALL CENTER, INC.
CALL 48 HOURS BEFORE YOU DIG!
CONTRACTOR SHALL COORDINATE THESE PLANS
WITH WALGREENS CRITERIA PLANS & SPECS. THE
STRICTEST SHALL GOVERN CONSTRUCTION.
SYMBOL
COMMON NAME
BOTANICAL NAME
SIZE
QUANTITY
JAPANESE PRIVET
Ligustrum japanicum
18 INCHES
40 EA
LIVE OAK
Quercus virginiana
2" DIA,
13 EA
®
JAPANESE
CRAPE MYRTLE
Lagerstroemia fauriei
2" DIA.
12 EA
DWARF GARDENIA
Gardenia jasminoides
18 INCHES
85 EA
tie
CARISSA HOLLY
Ilex cornuta 'carissa'
18 INCHES
22 EA
JAPANESE MAPLE
Acer palmatum
1" plq.
1 EA
SOD ALL DISTURBED, UNPLANTED AREAS WITH CENTIPEDE GRASS.
ALL PLANTINGS ARE MINIMUM REQUIREMENTS PER TOWN OF SOUTHPORT
ZONING ORDINANCE.
;'y. ;,', `, •+ ;,`;. ,'.`♦',; .;','. DENOTES MULCHED AREA
DENOTES SODDED AREA
WALGREENS NOTES:
1. ALL LANDSCAPE MATERIALS SHALL BE FREE OF DEFECTS, DISEASE, INSECTSAARVAE/EGGS,
INJURIES AND DISFIGUREMENT.
2. AT LANDSCAPED SLOPES OF &I, EROSION CONTROL SHALL BE PROVIDED AS ACCEPTABLE
TO WALGREENS.
3. WARRANTY LAWNS AFTER INSTALLATION AND FOR 30 DAYS FOLLOWING ACCEPTANCE OF
SITE BY WALGREENS.
4. WARRANTY TREES AND SHRUBS FOR ORE YEAR FOLLOWING ACCEPTANCE OF SITE BY
WALGREENS. MAINTAIN MATERIALS AFTER INSTALLATION AND FOR 30 DAYS FOLLOWING
ACCEPTANCE OF SITE BY WALGREENS
5. REPLACE ALL UNHEALTHY OR DEAD PLANT MATERIALS FOUND DURING WARRANTY PERIOD.
6. WARRANTY IRRIGATION SYSTEM MATERIALS AND LABOR FOR ONE YEAR FOLLOWING
ACCEPTANCE BY WALGREENS.
7. TOPSOIL SHALL BE FRIABLE NATURAL LOAM, FREE FROM ROCKS, STONES, WEEDS, BRUSH,
CLAY CLUMPS, ROOTS, TWIGS, UTTER AND ENVIRONMENTAL CONTAMINANTS. INSTALL e
TOPSOIL MIN. DEPTH IN PLANTING BED AND LAWN AREAS, 12- MIN. BELOW TREES IN
LOCATIONS WITH HIGH CLAY CONTENT. ADD SOIL ADDITIVES TO IMPROVE DRAINAGE.
6. SOD SHALL BE STRONGLY ROOTED, DROUGHT RESISTANT VARIETY, NOT LESS THAN 2 IRS.
OLD, FREE OF WEEDS AND UNDESIRABLE NATIVE GRASSES AND MACHINE CUT TO PAD
THICKNESS OF r (+1/4') EXCLUDING TOP GROWTH AND THATCH. LAY SOD WITH TIGHTLY
FITTING JOINTS. ANCHOR SOU ON SLOPES TO PREVENT SUPPAGE. DO NOT EXCEED 3:1
SLOPE WATER SOD THOROUGHLY IMMEDIATELY AFTER PLANING•
9. WEED BARRIER FABRIC SHALL BE APPLIED TO PLANTING BEDS BELOW MULCH AREAS AND
UN -MULCHED AREAS TO RECEIVE DECORATIVE COVER (ROCK IS PROHIBITED) TO PROHIBIT
WEED GROWTH. DO NOT APPLY WEED BARRIER FABRIC IN AREAS TO RECEIVE GROUND
COVER PLANTINGS WEED BARRIER FABRIC SHALL BE BLACK POLYPROPYLENE SHEET 27
MILS THICK, 4 OZ/SQ. YRD., GRAB TENSILE STRENGTH PER ASTM D-463Z; 90 LEIS
(MACHINE DIRECTION) 50 LBS. (CROSS MACHINE DIRECTION). PROVIDE DEWITT -WEED
BARRIER* OR APPROVED EQUAL IF WEEDS APPEAR IN TREATED AREAS DURING THE FIRST
YEAR. LANDSCAPER SHALL REMOVE ALL WEEDS AT NO COST TO WALGREENS
10. APPLY PRE -EMERGENT TO MULCH IN PLANTING AREAS TO PROHIBIT WEED GROWTH,
(PRE -EMERGENT SHALL BE MIXTURE WITH ACTIVE INGREDIENTS
'A-A-A-TRWLUORO-2.6-DINITRO-N, N-DIPROPYL-P-TOLUIDINa IF WEEDS APPEAR IN
SOS IN THE FIRST YEAR, LANDSCAPER SHALL RETURN TO REMOVE ALL WEEDS AT NO
COST TO WALGREENS.
11. INSTALL 2 TO 3 INCHES THICK MULCH IN PLANTING BEDS RECESSED 2 INCHES MULCH
SHALL BE USED ONLY AS TREE COLLARS AND AROUND SHRUBBERY, BUT NOT TO EXTEND
GREATER THAN 12 INCHES BEYOND THE DRIP LINE OF SHRUBBERY UNLESS SPECIFICALLY
APPROVED BY WALGREENS PROJECT ARCHITECT. DO NOT INSTALL MULCH ON SLOPES
EXCEEDING 5:1. MULCH SHALL BE A 2' THICK LAYER OF SHREDDED BARK MULCH OR
PRO -MULCH BY RUBBER IMPACT TECHNOLOGIES PINE STRAW MULCH IS PROHIBITED.
(RUBBER MULCH: 95% PASSING A 1 r SLEEVE AND NOT MORE THAN 5X PASSING A }'
SLEEVE
ALL WALGREENS CRITERIA SHALL BE FULLY COMPLIED WITH AS FOUND IN SECTION
029DD-LANDSCAPING/IMPROVEMENTS OF THE WALGREENS CRITERIA HANDBOOK.
TOWN OF SOUTHPORT -PARKING FACILITIES LANDSCAPING
INTERIOR REQUIREMENTS
PARKING FACILITY PAVED AREA SQUARE FOOTAGE = 39,845 SF. X 8% _
3,187.6 SF = REQUIRED INTERIOR LANDSCAPING AREA.
PROVIDED INTERIOR LANDSCAPED AREA = 4,299.9 SF
EACH PENINSULA (ISLAND) SHALL CONTAIN ONE (1) TREE A MINIMUM OF TWO
(2) INCH CALIBER IN DIAMETER AND 12' (FEET) TO 14' (FEET) IN HEIGHT AND
(6) SIX SHRUBS AT LEAST EIGHTEEN (18) INCHES IN HEIGHT AT TIME OF
PLANTING. AT LEAST FIFTY (50) PERCENT OF TREES PLANTED SHALL BE OF
A SHADE/CANOPY SPECIES.
INTERIOR LANDSCAPING AREA CALCULATION
AREA #1 = 229.8 SF AREA #9 331.0 SF
AREA #2 = 139.6 SF AREA #10 160.8 SF
AREA #3 = 417.2 SF AREA #11 154.3 SF
AREA #4 = 208.3 SF AREA #12 203.1 SF
AREA #5 = 300.9 SF AREA #13 = 1,034.4 SF
AREA #6 = 160.8 SF
AREA #7 = 331.6 SF
AREA #8 = 628.1 SF
4wCAPE FEAR
Engineering, Inc.
161 Poole Rd, SU1b 100
BeN9Ie: NC 2W
TEL (910) 383-IOM
FAX [phone]
W W xej elwengmedngxOm
N.C. Liowse Na C-1621
FINAL DESIGN
NOT FOR CONSTRUC110N
PROJECT:
PROPOSED
STORE # 2530
NC HWY 211
Southport, NC 28379
APPLICANTS/OWNERS:
Fare Enterprises of
Rockingham, Inc.
1800 Rockingham Road, Suite 36
Rockingham, NC 28379
[phone]
NO. I DATE I BY I DESCRIPTION ICONST
REVISIONS
CERTIFICATION AND SEAL
I HEREBY CERTIFY TLppN4plUa
PLAN AND SPECIFI AH T ON IS �`+1 'AN CIA O a
WAS PREPARED BY ME OR rO�OFESS/
UNDER MY DIRECT
SUPERVISION AND THAT I AM SEAL
A DULY REGISTERED 3 3
ARCHITECT OR ENGINEER
UNDER THE LAWS OF THE 3,, �y. SIN
STATE OF NORTH CAROLINA ''hp
AS SIGNIFIED BY MY HAND
AND SEAL.
IRRIGATION NOTES:
IN ACCORDANCE WITH WALGREENS SPECIFICATIONS (SECTION 02900, 1.02 D),
LANDSCAPE IRRIGATION SHALL BE DESIGNED BY A PERSON LICENSED IN THE WALGREENS (STORE #2530)
STATE OF NORTH CAROLINA TO DESIGN SUCH A PLAN.
NC GRID NORTH 1983
5098 SOUTHPORT-SUPPLY RD
SOUTHPORT, INC
LANDSCAPE PLAN
��. CADD PLOT: SCALE: 1" = 20' DRAWING NO.
ZCP.DWG
DRAWN BY:
VOID PLOT: HSK LAw
20' 0 20' 40' DATE: 12/10/08
SUPERSEDES PLAN DATED: REVIEWED BY:
1 INCH = 20' FCL OF DWGS.
•
•

WASH_(22% MAX).
TYPICAL
PERIMETER SIDEWALK
3/4' = 1'-0"
KEYED NOTES
O
N/A
O4
O 1/4" TOOLED JOINT
(3/4"COMPRMAX MUM)�LLER
0
4" COMPACTED
CUT BACK AND
O 6" X 6" #10 W.W.F.
AGGREGATE BASE
PROVIDE SEALANT,
O
PAVEMENT.
TYPICAL, AT ALL
JOINTS WITH FILLER.
IN III
IMMI
NOTES
1. PAINT COLOR TO BE "YELLOW"
FOR ARROW AND LETTERS.
"DRIVE-THRU" AND "STOP" LETTERS
TO BE ELONGATED HELEVETICA
MEDIUM - 4" WIDE STROKES.
2. PAINT 2" BLACK OUTLINE AROUND
ARROW AND LETTERS FOR PROJECTS
WITH CONCRETE PARKING LOTS.
PAVEMENT PAINTING
1/4" = 1'-0"
t OF PARKING STALL
KEYED NOTES
1
1 D STANDARD USDOT R7-8
SIGN (BOTH SIDES -WHERE
APPLICABLE).
2 SUPPLEMENTAL SIGNS,
"VAN ACCESSIBLE"
AND/OR $-FINE AS
2
APPLICABLE.
O 2"X 2" STEEL TUBE
3
EXTENDED INTO
4 o
CONCRETE FILLED
0
6" 0 PIPE.
m
5 __
O SEALANT.
6
O HSS 6" 0 x .28" THICK PIPE,
7 m
CONCRETE FILLED. PROVIDE"
WELDED CLOSURE PLATE AT
j
BOTTOM. ALL STEEL TO BE
RUST FREE AND PRIME
II
COATED. BOLLARD TO
- -�
RECEIVE GRAY POLYETHYLENE
COVER (FROM IDEAL SHIELD
- 313-842-7290).
- �
O FINISHED GRADE.
- -------& ---
7 18" DIA. CONCRETE
O
--
FOOTER BELOW FROST
LINE (4'-0" MIN.).
ACCESSIBLE PARKING
SIGN AND POST (FREESTANDING)
3/4" = V-0"
LANE WIDTH
R
a-w-w-WA 1
■
■
KEYED NOTES
Ot 6" 0 STANDARD STL.PIPE,
CONCRETE FILLED IN
RECEIVING LOCATIONS
INCLUDING UTILITIES, TRASH
ENCLOSURE, AND SPRINKLER
RISERS: 6% STL. PIPE
CONCRETE FILLED AT
DRIVE-THRU CANOPY ISLAND
AND FRONT WALK. PROVIDE
a' WELDED CLOSURE PLATE
AT BOTTOM. ALL STEEL TO
BE RUST FREE AND PRIME
COATED. BOLLARDS ON
WALK TO RECEIVE GRAY
POLYETHYLENE COVER. ALL
OTHERS TO RECEIVE A
YELLOW COVER (FROM IDEAL
SHIELD - 313-842-7290).
TOP OF PAVEMENT. 22.
O24% CONCRETE FOUNDATION.
USE SONOTUBE FORM.
O 3/8"0 WELDED HOOPS.
18" 0 TOP, BOTTOM, AND
CENTER.
O5 SOLID UNDISTURBED SOIL.
OPROVIDE PITCH, SMOOTH
CONCRETE FINISH.
TYPICAL PIPE BOLLARD
3/4' = 1'-0"
KEYED NOTES
Oj
TRAFFIC DIRECTIONAL
SIGN.
0
2"X 2" STEEL TUBE
EXTENDED INTO
CONCRETE FILLED 4"
PIPE.
O
12"0 CONCRETE
FOUNDATION 6"
BELOW FROST LINE
(4 FT. MINIMUM
BELOW FIN. GRADE).
O
FINISHED GRADE.
TRAFFIC DIRECTIONAL SIGN
3/4' = 1'-0" (FREESTANDING)
SEE NOTE BELOW
NOTE (137-8 SIGN): THIS IS A STANDARD SIGN AND MAY BE
ORDERED FROM ANY TRAFFIC SIGN SUPPLIER BY NUMBER. THE SIGN
MUST BE SUPPLEMENTED WITH A "VAN ACCESSIBLE" SIGN AS
APPLICABLE AND/OR AMOUNT OF THE FINE FOR ILLEGALLY PARKING
IN THE RESERVED SPACE(S) A MUNICIPALITY MAY IMPOSE. CONFIRM
WITH LOCAL REGULATIONS.
ACCESSIBILITY SIGNAGE
ADJOINING SLOPE = Y: X
SLOPE SHALL WHERE X IS A
NOT EXCEED -X y LEVEL PLANE
1:20 ----
WALK STREET
MEASUREMENT OF CURB RAMP SLOPE
x
PEDESTRIAN
WALK
SEE SIDE FLARE
NOTE BELOW
AOAN.
.
CURB RAMP
NOTE: ACCESSIBLE RAMPS
AND CURB RAMPS WHERE
POURING OF A SEPARATE
INTEGRALLY COLORED
CONCRETE IS REQUIRED,
INSTALL SHEAR DOWELS
2'-0" O.C. AND KEYWAYS
TO PREVENT HEAVING OF
RAMPS W/ ADJACENT
SIDEWALK OR CONC.
SURFACE.
"X" IS 60" MIN. AT AN OUT SWING WARNING SURFACE
DOOR WITH A SLOPE OF 1:50 (27) VARES PER MANUF. _
MAXIMUM. LEVEL SURFACE IS PREFERED.� v
SIDE FLARE NOTE: (SEE REFERENCE DIAGRAM
ABOVE). SIDE FLARES SHALL HAVE A T
MAXIMUM SLOPE OF 1:10 (10%). WHERE "X" 2.35" (TYP.)
IS LESS THAN 48", SIDE FLARE SLOPE
SHALL BE 1:12 (8.33%) MAXIMUM. WHERE "X"
IS LESS THAN 36", WALGREENS PREFERS ��
THE "IN -LINE" RAMP SHOWN BELOW. SECTION OF "DOME STAMP" 2 3355 5"
PATTERN IN SURFACE
2.35" O
1 1/2% 0.9" DI� O
2%MAX. - ° 2""' -j STORE # 2530
OO N 0 Oo
PLAN © NC HWY 211
,1:12 (8.33%) MAX. .d2.35-O Southport, NC 28379
TRIANGULAR PATTERN SQUARE PATTERN
ELEVATION *SLOPE < 5% = WALK (EITHER PATTERN IS ACCEPTABLE)
(NOT RAMP).
"IN —LINE" RAMP PLAN OF "DOME STAMP" PATTERN IN SURFACE
NOTES: A CURB RAMP(S) MUST BE PROVIDED ALONG CURB RAMPS MUST HAVE A DETECTABLE WARNING FEATURE EXTENDING
AN ACCESSIBLE PATH FROM THE PARKING LOT TO THE FULL WIDTH AND DEPTH OF THE RAMP (MID -WALK "IN -LINE" APPLICANTS/OWNERS:
WALGREENS CURBED SIDEWALK. RAMPS ONLY NEED DETECTABLE WARNINGS AT WALK/PARKING
TRANSITION). THE DETECTABLE SURFACE MUST CONSIST OF RAISED
A CURB RAMP(S) MUST ALSO BE PROVIDED IN THE TRUNCATED DOMES WITH A DIAMETER OF NOMINAL 0.9 INCHES, A Fare Enterprises of
PARKING LOT AT ALL INTERMEDIATE AND PERIMETER HEIGHT OF NOMINAL 0.2 INCHES AND A CENTER -TO CENTER SPACING
CURBS ALONG THE ACCESSIBLE ROUTE CONNECTING TO OF NOMINAL 2.35 INCHES. THE TEXTURE OF THE DETECTABLE WARNING Rockingham, Inc.
PUBLIC SIDEWALKS. FEATURE MUST CONTRAST WITH THE SURROUNDING SURFACES (EITHER
LIGHT -ON -DARK OR DARK -ON -LIGHT). SEE ABOVE. 1800 Rockingham Road, Suite 36
A RAMP IS ANY SLOPE GREATER THAN 1:20 (5%) AND ACCEPTABLE PAVER MANUFACTURERS:
B DET , DETECTABLE WARNING PAVERS, Rockingham, NC 28379
SHALL HAVE A MAXIMUM SLOPE OF 1:12 (8.33%). THE -HANOVER ARCHITECTURAL PRODUCTSg
MAXIMUM SLOPE IS 1" OF RISE PER FOOT OF www.honoverpavers.com/html/detectable.html [phone]
DISTANCE TRAVELED. ALL DETECTABLE WARNING AREAS -TekWayTM - DETECTABLE WARNING SYSTEM
OF THE RAMP ARE TO HAVE AN INTEGRAL RED COLOR. www.stronggo.com/ourproducts.html
-Nu Way, CAST IN TACT, DETECTABLE WARNING PAVERS
THE CLEAR WIDTH OF ANY RAMP IS A MINIMUM OF www.nuwayinc.com/CAST-IN-TACT-1.pdf
36".
LOCAL JURISDICTION
CURB RAMPS HAVE A MAXIMUM RISE OF 6" AND DO THERE ARE LOCAL JURISDICTIONS THAT SPECIFICALLY
NOT REQUIRE HANDRAILS. REQUIRE DETECTIBLE WARNINGS ON THE SIDE FLARES
ANY RAMP WITH GREATER THAN A 6" RISE SHALL OR TOP OF RAMP (CA.). THERE ARE LOCAL
HAVE HANDRAILS ON BOTH SIDES AND CURBED EDGE JURISDICTIONS THAT HAVE REDEFINED DETECTIBLE
PROTECTION ON BOTH SIDES. EDGE PROTECTION WARNINGS (e.g. EXPOSED CONTRASTING COLOR
CONSISTS OF CURBS, WALLS, RAILINGS, OR AGGREGATE, GROOVES IN A PARALLEL OR DIAMOND
PROJECTING SURFACES THAT PREVENT PEOPLE FROM PATTERN ETC.). ACCESSIBILITY GUIDELINES DEFINED BY
SLIPPING OFF THE RAMP, HANDRAIL DETAILS SHALL LOCAL ORDINANCE SHOULD SUPERSEDE WHEN MORE
FOLLOW ACCESSIBLE GUIDELINES. STRINGENT THAN ADAAG. IN THE ABSENCE OF A
DEFINITION, FOLLOW ADAAG.
CAPE FEAR
Engineering, Inc.
161 Poole Rd, S081W
BBMOIe, NC2W1
TEL [phone]"
FAX (010) W34096
www.c9pMe9rengineedng.coin
N.C. License N0. 0.1621
FINAL DESIGN
NOT FOR CONSTRUCTION
PROJECT:
PROPOSED
LATEX OR EPDXY 12x12 TRUNCATED
MODIFIED CEMENT DOME PAVERS W/
MORTAR LEVELING SEALED GROUT JOINTS
COURSE. —
SECTION AT CURB RAMP WITH I
ALTERNATE TRUNCATED PAVERS W/DOMES
CURB RAMPS AND OTHER RAMPS
NOT TO SCALE
NOTE:
THIS PAVEMENT SECTION DETAIL
REFLECTS MINIMUM
REQUIREMENTS. ENGINEER TO
DETERMINE DESIGN BASED ON
GEO-TECHNICAL DATA OF
SPECIFIC PROJECT AND
WALGREENS DAILY TRAFFIC
DESIGN REQUIREMENT.
M
1 1/2' = 1'-0"
KEYED NOTES
O N/A
O PREPARED SUB -GRADE
O PAVEMENT.
NOTE:
ALL CURBS TO HAVE
1/4" EXPANSION JOINTS
AT MAXIMUM 100 FEET
WITH DOWELS AND
CONTROL JOINTS AT
MAX. 20 FEET.
NO. I DATE I BY I DESCRIPTION ICONSTI
REVISIONS
CERTIFICATION AND SEAL
I HEREBY CERTIFY THAT THIS
PLAN AND SPECIFICATION
WAS PREPARED BY ME OR
UNDER MY DIRECT
SUPERVISION AND THAT I AM
A DULY REGISTERED
ARCHITECT OR ENGINEER
UNDER THE LAWS OF THE
STATE OF NORTH CAROLINA
AS SIGNIFIED BY MY HAND
AND SEAL.
V' WALGREENS (STORE #2530)
0T% 98 SOUTHPORT-SUPPLY RD
1 ,� SOUTHPORT,NC
CADD PLOT:
ZCP.DWG
VOID PLOT:
SUPERSEDES
PLAN DATED:
SITE DETAILS -1
SCALE: AS SHOWN DRAWING NO.
DRAWN BY:
HSK Dal
DATE: 12/10/08
REVIEWED BY:
FCL OF DWGS.
4

SECTION AT
BIKE
RACK ISLAND
31e - V-0'
KEYED NOTES
OSEVEN -BIKE TUBULAR
O
3/8"0 X 6" ANCHOR
O COMPRESSIBLE FILLER
STEEL RACK (SEE
ROD THROUGH POST.
(3/4" MAXIMUM).
SPECS) SET IN
O
CONCRETE ISLAND.
CUTSEABACKAND
THICKENED SLAB 6"
TYPICAL,AT
MIN COVER ALL AROUND.
ALL JOINTS WITH FILLER.
ALL TAPS SHALL BE SADDLED.
ALL TAPS LARGER THAN 2• SHALL BE MADE WITH TAPPING
SLEEVE AND VALVE.
TAPPING SADDLE TO BE BRASS OR BRONZE FOR 'CC'
THREADS WITH DOUBLE STRAPS, FORD 202B, MUELLER
H-161 OR APPROVED EQUAL
bTl1y.rl:3, : ,q
4•X4• W
NOT • SCALE
POLYETHYLENE
MEANOUT X
WITH UD
SEE DETAIL
RX1 SERIM
LATERAL
TAPPING SADDLE TO BE BRASS OR
BRONZE FOR 'CC' THREADS, FORD S-70,
MUELLER H-134 OR APPROVED EQUAL
FOR SDR-21 PVC.
FRAME
MINIMUM AVERAGE WEIGHT
40 LBS.
SECTION C I
V-RIBS*IDA
I
COVER
MNIMUM AVERAGE WEIGHT
20 LBS.
SECTION D
PLAN
V-7 3 8'
2.2
5
.75• 5.75•
1'-6 5 8•
SECTION A SECTION B
INDIVIDUAL WATER METER BOXES
NOT TO SCALE
FLOOR AT +33.50
CONTINUE 6" BOLLARDS
UNTIL FULL HEIGHT
TOTAL PARKING SPACES
PROVIDED
MINIMUM NUMBER
OF ACCESSIBLE SPACES
SPACES REQUIRED
MINIMUM NUMBER OF
ACCESSIBLE SPACES REQUIRED
TO BE VAN ACCESSIBLE
1 TO 25
1
1
26 TO 50
2
1
51 TO 75
3
1
76 TO 100
4
1
101 TO 150
5
1
151 TO 200
6
1
201 TO 300
7
1
301 TO 400
8
1
401 TO 500
9
2
501 TO 1000
2% OF TOTAL
1 IN EVERY 8.
ACCESSIBLE SPACES
1001 AND OVER
20 PLUS 1 FOR
EACH 100 OVER 1000
1 IN EVERY 8
ACCESSIBLE SPACES
SECTION 4.1.2 (5) OF THE AMERICANS WITH DISABILITIES ACT (ADA).
SEE 4.1,2,(5) (d) FOR MEDICAL CARE FACILITIES
NOTES:
1. ALL 12'x1B' ACCESSIBLE SIGNS (R7-8 & R7-1)
SHALL BE MOUNTED AT 7 FEET FROM GRADE
TO BOTTOM EDGE OF SIGN FACE (MUTCD).
MOUNTING HEIGHT CAN BE REDUCED TO
5 FEET IF PLACED IN AN AREA BETWEEN
SIDEWALK AND BUILDING FACE IN WHICH
PEDESTRIANS ARE NOT EXPECTED TO USE
2. REFER TO MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, (MUTCD)
U.S. DEPARTMENT OF TRANSPORTATION AND NORTH CAROUNA
DEPARTMENT OF TRANSPORTATION SUPPLEMENT.
3. IF ACCESSIBLE ROUTE IS A RAISED SIDEWALK AREA, THEN
RAMPS ARE REQUIRED AT LOADING ZONE AREA
ADA ACCESSIBLE PEDESTRIAN
ROUTE-2% CROSS SLOPE MA:
5% RUN SLOPE MAX.
SIGNAGE----y ACCESSIBLE ROUTE
® ® m ® ® (SEE NOTE 3)
SEE STD. NO
50.09 FOR
DETAILS --,
VAN
ACCESSIBLE
ONE OUT OF EVERY EIGHT (8) ACCESSIBLE SPACES, BUT
NOT LESS THAN ONE, IS REQUIRED TO BE VAN ACCESSIBLE.
PARKING SPACE PAVEMENT MARKINGS
A
RESERVED
PARKING
MUTCD
R7-8
12'x18'
VAN 'I R7-6a
ACCESSIBLE 12'x6'
MAXIMIUM I) PENALTY R7-SD R7-8D
$ 250
dwCAPE FEAR
Engineering, Inc.
i61 Pooh ft swe tee
Be&ft NC 26461
TEL [phone]
FAX [phone]
www.capefearengineefing.com
N.C. License No. C-1621
FINAL DESIGN
©
©
NOT FOR CONSTRUCTION
1 PARKING
MUTCD RESERVED
KING
R7-1
12'x1B"
MUTCD
DISABLED
F
R7-8
PASSENGER
12NI8"
LOADING
PROJECT:
ONLY
REQUIRED ACCESSIBLE
RESERVED PARKING SIGN
SEE STANDARD NO. 50.10E & 50.110C FOR
SUPPLEMENTAL SIGN DETAIL
STANDARD ACCESSIBLE DIMENSIONING
A U.S. DEPARTMENT OF TRANSPORTATION R7-8 (RESERVED
PARKING) AND SUPPLEMENTAL SIGNS AS NOTED ABOVE MUST
BE MOUNTED ON A PERMANENT POST NO LOWER THAN FOUR
FEET FROM THE PAVEMENT. THE POST MUST BE MOUNTED IN
THE CENTER OF THE 8 FOOT WIDE ACCESSIBLE PARKING
SPACE, NO MORE THAN 5 FEET FROM THE FRONT OF THE
PARKING SPACE. SEE ILLUSTRATION ABOVE.
MAXIMIUM R7—SO
PENALTY 12"x9'
$ 250
SEE STANDARD NO. 50.10C FOR
SUPPLEMENTAL SIGN DETAIL
O � GJL CSS
5' q20
CORPORATION STOP TO BE
BRONZE WITH •CG' THREADS,
.O.P.=32.86 __
EACH ACCESSIBLE PARKING SPACE IS TO BE A MINIMUM OF 8 ACCESSIBLE PARKING ACCESS AISLES SHALL BE PART OF
MUELLER H-15000, FORD F600
w
FEET WIDE AND HAVE A 96" MINIMUM ACCESS AISLE FOR AN ACCESSIBLE ROUTE TO THE STORE ENTRANCE.
OR APPROVED EQUAL..
k��p
6" CURB 0 1C
4.S015"
VANS OR 60" ACCESS AISLE FOR CARS ADJACENT TO THE
0 OP
SPACE. THE ACCESS AISLE MAY BE ON EITHER THE DRIVER'S THE ACCESS AISLE SHALL BE DESIGNATED WITH HIGH
(TYP,) PA MENT
e-D"
SIDE OR THE PASSENGER'S SIDE OF THE ACCESSIBLE SPACE. QUALITY YELLOW DIAGONAL SURFACE PAINT STRIPING.
FORM
6o 'CURB ®
THIS APPLIES TO 45, 60, AND 90PARKING. RAMPS MUST NOT EXTEND OUT FROM THE CURB INTO THE
DUCTILE IRON PIPE P.V.C. PIPE
O.P.=32.88
ACCESSIBLE PARKING SPACES ARE TO BE LOCATED AS CLOSE ACCESS AISLE OF ANY ACCESS PARKING SPACE.
(CLASS 50 CEMENT LINED) (CLASS 200)
USLL=aLuT41 T.O.P=32.88
RIOTE15E STORE ENTRANCE AS POSSIBLE AND SHALL BE
IDENTIFIED WITH A SIGN. ADA ALLOWS TWO PARKING SPACES TO SHARE AN ACCESS
PERP. TO
AISLE..
NOTES:
BLDG. NOTE: CONCRETE PAVEMENT
ACCESSIBLE PARKING SPACES AND ACCESS AISLES SHALL BE
1. ALL TAPS TO BE MADE ON TOP QUARTER OF MAIN.
W/6X6 #10 WWF MAY BE USED
LEVEL WITH A SLOPE OF L_1/2% (2% MAXIMUM�(EXAMPLE:
2. MATERIAL USED SHALL BE COMPATIBLE WTH
AS AN OPTION IN ACCESSIBLE
PARKING STALLS.
1.92 INCHES MAX. VERTICAL IN 8 FEET HORIZONTAL) OR 1: 50
WATER MAIN
IN ALL DIRECTIONS. THIS INCLUDES BOTH "RUNNING SLOPES"
A
AND "CROSS SLOPES."
EACH PARKING SPACE ACCESS AISLE MUST CONNECT TO A
COMMON LEVEL WITH AN ACCESSIBLE ROUTE ... I.E., EACH
ACCESS AISLE NEXT TO A PARKING SPACE MUST HAVE A
STANDARD WATER TAP DETAIL
CURB RAMP AT THE WALGREENS STOREFRONT SIDEWALK OR
BLEND TO A LEVEL WALKWAY LEADING TO THE WALGREENS
NOT TO SCALE
ENTRANCE.
ACCESSIBLE PARKING —PARTIAL SITE PLAN
NOT TO SCALE
ACCESSIBLE PARKING —SIZE AND MARKINGS
NOT TO SCALE i
PROPOSED
STORE # 2530
NC HWY 211
Southport, NC 28379
APPLICANTS/OWNERS:
Fare Enterprises of
Rockingham, Inc.
1800 Rockingham Road, Suite 36
Rockingham, NC 28379
[phone]
NO. I DATE BY I DESCRIPTION CONST
REVISIONS
CERTIFICATION AND SEAL
I HEREBY CERTIFY THAT THIS
PLAN AND SPECIFICATION
WAS PREPARED BY ME OR
UNDER MY DIRECT
SUPERVISION AND THAT I AM
A DULY REGISTERED
ARCHITECT OR ENGINEER
UNDER THE LAWS OF THE
STATE OF NORTH CAROLINA
AS SIGNIFIED BY MY HAND
AND SEAL.
WALGREENS (STORE #2530)
5098 SOUTHPORT-SUPPLY RD
SOUTHPORT,NC
__
CAD OT:
P.DWG
VOID PLOT:
SUPERSEDES
PLAN DATED:
SITE DETAILS - 2
SCALE: AS SHOWN DRAWING NO.
DRAWN BY:
HSK D02
DATE: 12/10/08
REVIEWED BY:
FCL of DWGS.

RETAINER GLANDS (TYi
M.J. 45' BEND (D.I.P.)
STORM DRAIN
7BEND
.I.P.
V D.I.P.
ONE JOINT OF D.I.P.
M.J. .P.D.I.P.
BLOCKING NOTE:
GLANDS (TYP.) PLACE CONC. BLOCKING NOT INTERFERE WILLSUCH THAT IT
TERFERE WITH REMOVAL OF BOLTS.
- IF SEPARATION IS 1W OR MORE, D.I.P. NOT REQUIRED.
WATER MAIN & STORM DRAIN CROSSING
NOT TO SCALE
RELATIONSHIP OF WATER & SEWER MAINS
THE CONTRACTOR IS REQUIRED TO COMPLY WITH THE NORTH CAROLINA
ADMINISTRATIVE CODE, RULES GOVERNING PUBLIC WATER SYSTEMS, TITLE 15A NCAC
18C.0906.
GENERAL NOTES:
1. THE CONTRACTOR IS SPEGFlCA11Y CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING
UTILITIES AS SHOWN ON THESE PLANS ARE BASED ON RECORDS FROM THE UTILITY COMPANY AND, WHERE
POSSIBLE MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT
OR COMPLETE. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY LOCATION OF ALL EXISTING
UTILITIES. ANY CONFLICTS SHALL BE BROUGHT TO THE OWNERS AND ENGINEERS ATTENTION IMMEDIATELY,
2. SANITARY SEWERS SHALL BE LAID AT LEAST 10' LATERALLY FROM THE EXISTING OR PROPOSED WATER
MAINS UNLESS LOCAL CONDITIONS OR BARRIERS PREVENT THIS, IN WHICH CASE THE WATER MAIN IS LAID IN A
SEPARATE TRENCH, WITH THE BOTTOM OF THE WATER MAIN AT LEAST 18' ABOVE THE TOP OF THE SEWER,
OR THE WATER MAIN IS LAID IN THE SAME TRENCH AS THE SEWER WITH THE WATER MAIN LOCATED AT ONE
SIDE OF A BENCH OF UNDISTURBED EARTH AND WITH THE ELEVATION OF THE BOTTOM OF THE WATER MAIN AT
LEAST 18' ABOVE THE TOP OF THE SEWER.
3. WHERE A WATER MAIN PASSES OVER A SEWER, AND THE VERTICAL SEPARATION IS LESS THAN 18", THE
SEWER AND WATER MAIN SHAD, BOTH BE DUCTILE IRON PIPE FOR A DISTANCE OF 10' ON EACH SIDE OF THE
CROSSING (20' LENGTH CENTERED AT CROSSING - NO JOINTS). WHERE WATER PASSES UNDER SEWER BOTH
SHALL BE DUCTILE IRON PIPE,
4. WATER AND SEWER SERVICES 70 BE LOCATED 12' FROM THE PROPERTY CORNER. WHEN SERVICES ARE PLACED
AT PROPERTY CORNERS THAT HAVE AN EASEMENT, THEY ARE TO BE PLACED ON THE EASEMENT LINE: TYPICALLY
TEN (10) FEET FROM THE PROPERTY CORNER WHERE THIS APPLIES.
5. ALL WATERLINES AND SEWERUNES TO HAVE A MINIMUM OF 36" OF COVER FROM THE ELEVATION OF THE
PROPOSED FINISH GRADE.
EXISTING PAVEMENT EXISTING
PAVEMENTS PER NCDOT - PAVEMENT
STONE PER NCDOT
12" 12"
LJ
w
z
z
J
--1
nplp�7o
�
�
o
NOTES:
1. REFERENCE SPECIFICATIONS FOR
BACKFILLING AND COMPACTION
REQUIREMENTS.
2. CUT -BACK TO BE PERFORMED AFTER
TRENCH BACK -FILLING AND COMPACTION.
3. NEW PAVEMENT TO MEET ALL NCDOT
REQUIREMENTS.
4. ALL OPEN CUT PAVEMENT OPERATIONS
AND REPAIRS SHALL BE IN CONFORMANCE
WITH NCDOT STANDARDS
PIPE INSTALLATION PAVEMENT REPAIR DETAIL
NTS SD 2-30
6" AS REQUIRED 6"
BIT
UCONCRETE SURFACE (TYPE 1-2�
CRUSHED O
_ , cc, • STONE
O<J v �. °° BASES
COMPACTED
BACK FILL
USE MATERIALS PER NCDOT REQUIREMENTS
ON NCDOT DRIVEWAYS AND ROADWAYS.
PAVEMENT REPAIR DETAIL
NTS SD 2-34
UNION BALL VALVE -ice
e
BOX' ENCLOSURE
RETE SLAB
ON BALL VALVE
A
BACKFLOW PREVENTER W/ RPZ
NOT TO SCALE
DIMENSIONS (INCHES)
WEIGHT (LBS)
A
B
UNION BALL
LESS
LESS
WITH
SIZE
A
VALVES
BALL VALVES
C
D
E
F
G
BALL VALVES
BALL VALVES
3/4"
12.00
12.00
7.75
2.10
3.00
3.50
5.00
15.75
10.0
12.0
1"
13.00
13.00
7.75
2.10
3.00
3.50
5.00
15.75
10.0
13.0
1 1 /4"
17.00
17.00
10.92
2.70
3.50
5.00
6.70
22.00
22.0
26.0
1 1/2"
17.40
17.40
10.92
2.70
3.50
5.00
6.70
23.14
22.0
26.0
2"
18.50
18.50
10.92
2.70
3.50
5.00
6.70
25.50
22.0
33.0
LOCKLESS
CAST IRON METER
YOKE BOX WITH DUAL
CHECK VALVE AND INLET
KEY VALVE
(YLHC 141-243-RL)
OR APPROVED EQUAL
5/8" x 3/4" KENT C700 WATER METER
%4 AllI T wzl
SERVICE LINE FROM TAP (SEE SPECS. _
FOR SADDLE & OTHER REQUIRED COMPONENTS)
READING LID
(HINGED CAST IRON FLAP)
LABELED "WATER METER"
ROAD SHOULDER
1" CTS POLY TUBING
......................................
1" CTS 200 PSI SDR 9
SERVICE
BLOCK SUPPORT OR #57 WASHED STONE
NOTES: STONE AS NEEDED AS REQUIRED
1. INSTALLATION REPRESENTED IS BASED ON BRUNSWICK COUNTY REQUIREMENTS.
WATER METER TO BE INCLUDED IN PROJECT PER BRUNSWICK COUNTY ENGINEERING.
2. ALL THREADED FITTINGS SHALL BE INSTALLED USING TEFLON TAPE.
3. YOKE ASSEMBLY AND BACK FLOW PREVENTER TO BE PROVIDED
WITH YOKE BOX.
4. CONTRACTOR SHALL PLACE METER BOX IN NON -TRAFFIC AREA.
TYPICAL WATER SERVICE ASSEMBLY
NOT TO SCALE
YACHT
QUALITY
EXTERIOR
HINGED i
LID
------/Z-----�
2" OVERLAP
(TYP)
i
.5" LAP
CLEARANCE �OK�
(TYP.) i I
ADJUSTABLE
INTERNAL
ANCHOR (TYP.)
I
co
DRAINPORT
(TYP. EACH END) o0
1 1/2- BASE
FLANGE
1 1/2"
(TYP.)
HASP AND
STAPLE
H
E • • •
E
E •"
E
E •
E
0 O
3
a
a
a
a
3
1 1/2 45'
(TYP.
1 0K R(1X_. THE FN(:INFFRFIT FNCI (1SIIRF
1. INSIDE DIMENSIONS: 45"L x 35"W x 35"H. M
2. RECOMMENDED SLAB SIZE: 56"L x 46"W x 4" MINIMUM THICKNESS.
3. ANCHORING IS INTERNAL. ANCHOR KIT IS INCLUDED.
4. OPTIONAL HEAT., 1000W, 120V, SINGLE-PHASE HEATER.
5. STANDARD COLOR: BEIGE (OPTIONS AVAILABLE).
6. 1 1/2" INSULATION: POLYISOCYANURATE, SPRAY APPLIED AND BONDED.
-BASE I
FLANGE
D.
--------------------------------------------
L REAR LID SEAM
1 1/2" FOAM
INSULATION
(TYP.)
FRONT LID SEAMtFL
SLAB OR FOOTER FOR ANCHORING
HOt BOX® TIT' STANDARD # LB3000 "HOT BOX ENCLOSURE"250 LANE AVE. N. (FIBERGLASS FLIP -TOP ENCLOSURE)
JACKSONVILLE, FLORIDA 32254
(904) 7 6- 20 4) 78(800) 736-0238 ENGINEER CONTRACTOR : LOCATION
FAXhtt //www.hot-box.com CATALOG DRAWING
REV. i : REV. 2 : REV. 3 : SCALE EP. DISTRIBUTOR
6-9-00 7-20-00 N.T.S.
ASE l
ANGE 0
J¢
0
a
3Y ATE WG:
%
SBT / 3-16-00
O
APPROVED ATE :
U
0
MOTE NO.:
6
3.
0
TIP. FINISHED GRADE
IN PAVED AREAS 1 z
io
BASE COURSE -
FORD F1000 CORP.STOP
FORD S70-604
SERVICE SADDLE
WATER MAIN
:E CLAMP
VALVE BOX SHALL
NOT CONTACT
PIPE OR VALVE ,
VALVE BOX
COVER z
TYP. FINISHED GRADE
IN UNPAVED AREAS
CONCRETE COLLAR (3000 PSI)
OR APPROVED PRECAST COLLAR
VALVE BOX SHOULD NOT CONTACT
VALVE OR MAIN. PLACE PEA GRAVEL
UNDER BOX FOR SUPPORT
T-0"
° ? ° VALVE BOX
COVER
a'
n '0
° °
p. ° °•
Q Q'
Q
v. _ 4 a .
;.
" ° °
CONCRETE ENCASEMENT
0 3000 P.S.I.
GATE VALVE BLOCKING MIN = t S0. FT. PLAN
BOLTS OR
SECTION�iG ANDSCWRAP BOLTS &ONRETE SHALLUCH G ANDS W/VISQUEEN
STANDARD VALVE BOX INSTALLATION
NOT TO SCALE
NOTES:
1. VERTICAL PIPE AND ALL FITTINGS SHALL BE SCH. 40
PVC UNLESS OTHERWISE NOTED.
2. SLOPE FINISH GRADE TO DRAIN AWAY FROM BOX.
3. PROVIDE SCH. 40 PVC REDUCER AS REQUIRED FOR TERMINATING
PRESSURE SEWER GREATER THAN 2". AT LEAST ONE FULL JOINT
(NO SHORT SECTIONS) OF PRESSURE SEWER SHALL BE INSTALLED
DOWNSTREAM OF REDUCER.
5'-
FIRE HYDRANT W/ 4 1/2"
PUMP CONN. FACING
ROADWAY
BURY LINE
/\
COMPACTED BACKFIL
8 CU. FT. GRAVEL
OR CRUSHED STONE
WEEP HOLE
TO REMAIN OPEN
CONCRETE BLOCKIN
12"02"x4" CONCRETE
COLLAR
�6" M.J. GATE VALVE
W/ VALVE BOX & LID
N
3 TE
DIP QPER
GALVANIZED RODS
SIDE OF PIPE
WAIN
FIRE HYDRANT DETAIL
NOT TO SCALE
HiNGE--j
I
HEATER
(HOT BOX
ONLY)
INDUSTRIAL
EXTERIOR
TEXTURE
HASP
FRONT
LID
BLOCKING
4wCAPE FEAR
Engineering, Inc.
151 Poole Rd,, Sung lw
BeMfb; NC 28461
TEL [phone]
FAX [phone]
www.cePekwavineeAng.com
N.C. License No. C•1621
FINAL DESIM
NOT FOR CONSTRUCTION
PROJECT:
PROPOSED
STORE # 2530
NC HWY 211
Southport, NC 28379
APPLICANTS/OWNERS:
Fare Enterprises of
Rockingham, Inc.
1800 Rockingham Road, Suite 36
Rockingham, NC 28379
[phone]
0
M
N
n
I-
z
a NO. DATE BY DESCRIPTION
3 REVISIONS
CERTIFICATION AND SEAL
La I HEREBY CERTIFY THAT THIS
PLAN AND SPECIFICATION
WAS PREPARED BY ME OR
UNDER MY DIRECT
SUPERVISION AND THAT i AM
A DULY REGISTERED
ARCHITECT OR ENGINEER
UNDER THE LAWS OF THE
STATE OF NORTH CAROLINA
AS SIGNIFIED BY MY HAND
AND SEAL.
NRS / OS&Y ENCLOSED
LLJ
NOTES, 00
o �9 WALGREENS (STORE #2530)
1. STANDARD COLOR: BEIGE (OPTIONS AVAILABLE). ¢'41 5098 SOUTHPORT-SUPPLY RD
2. INSULATION: POLYISOCYANURATE FOAM. 1O\® SOUTHPORT, NC
3. UNIT IS A LOK BOK rN WHEN INSTALLED WITHOUT A HEATER. P�
4. MOST NON-STANDARD, FIBERGLASS ENCLOSURES UTILIZE THIS DESIGN.< SITE DETAILS - 3
5: flE CERTIFIED.
CADD PLOT: SCALE: AS SHOWN DRAWING NO.
TITLE : BY ATE wG: !
Hot Box ® MODIFIED SMALL FLIP -TOP FIBERGLASS ENCLOSURE ZCP.DWG
250 LANE AVE. N. SBTI 10-12-98 O DRAWN BY:
JACKSONVILLE,. FLORIDA 32254 HOT BOX® / LOK BOX TM
[phone] [phone] ENGINEER CONTRACTOR : LOCATION APPROVED DATE : U VOID PLOT: HSK D03
FAX [phone] CATALOG DRAWING
http://www.hot-box.com O www.hot-box.com 9 DATE: 12/10/08
1 : REV. 2: REV. 3 : SCALE : EP. DISTRIBUTOR : QUOTE NO.:
SUPERSEDES
1-26-99 1i-23-s9 N.T.S. o PLAN DATED: REVIEWED BY:
FCL OF Di

POST FOOTING
LINE OF
CONCRETE
LINE OF ®\ -
ENCLOSURE
I 12" CLEAR MIN.
�5'-8 7/8" 5'-5 3/16" 12" CLEAR
MIN. CONC. APRON
I
a
I
I W
I aD U
io 0
I N
45' TRUCK
APPROACH
i
CLEARANCE
i
6 CUBIC YARD COMPACTOR DETAIL
1/4" = 1'-0"
4 YARD CONTAINER
LINE OF
ENCLOSURE
POST FOOTING
LINE OF
CONCRETE
11/16" 112" CLEAR
a
a
_45' TRUCK
APPROACH
Q y —mac
4 CUBIC YARD COMPACTOR DETAIL
1 /4" = 1'-0"
SAFETY SWITCH
C6.2 v) o
M :i
11 I WAINLtZ:S SIttl ANGLE
ANGLE FRAMED
AROUND ENTIRE•
OPENING
HEAD FLASHING
W/DRIP AND (2)
WEEPHOLES
COMPACTOR CHUTE
(PITCH TO EXTERIO
DOOR RATING BY
LOCAL
IJ�SMOKE REQUIREMENTS.
fill SMOKE SEAL
II AROUND.
�SILL FLASHING
W/DRIP AND (2)
/ WEEPHOLES
NOTE: WALL RETURN GWB TO
3 OPENINGS SHALL BE FRAME
W
C6.2 40" X 40" FORA
"
o
36" DOOR. REFER
s
W
TO WALGREENS D1
SHEET DRAWINGS 1/4' MASONITE
o
W
5
PER PLAN
FOR DOOR SWING.
L=1
THRU—THE—WALL
M
Z
w
DOOR ELEVATION
a
&F�2ED1
N
1%" DIA. DROP ROD TO
ENGAGE INTO GROUND AT CLOSED
AND OPEN POSITIONS (PROVIDE 1"
DIA. CAIN BOLT W/KEEPER MOUNTED
ON ACTIVE LEAF OF GATE).
1%" DIA. OR 1%"
GATE UPRIGHT
HANDLE
LATCH BOLT
(ACCEPTS
O PADLOCK)
a
I
I GUIDE-(3)
REQUIRED
I
Y
I
D
I
V DIA.
CARRIAGE BOLT
Q
8
J
U
"MASTER HALCO" #17202
ASSEMBLY OR EQUAL.
INDUSTRIAL LATCH W/
5 DROP ROD AND GATES HINGE
1/2" = 1'-0" (MIN. LEVEL OF QUALITY)
180' INDUSTRIAL
HINGES, GALVANIZED
(MASTER HALCO #15607
OR EQUAL). GATES
4'-0" IN WIDTH OR
LESS ARE TO HAVE (2)
HINGES. GATES
GREATER THAN 4'-0"
ARE TO HAVE (3)
HINGES.
6" DIA. GALVANIZED
STEEL GATE POST,
CONCRETE FILLED
2" DIA. GALVANIZED
STEEL TUBE GATE
FRAME
DNOINDUSTRIAL HINGE DETAIL
SCALE (MIN. LEVEL OF QUALITY)
INTERIOR CONTROLS AND
EXTERIOR W/P DISCONNECT
6 ( _'� AWNING DETAIL
6" GATE POST
HEAVY DUTY BUNGEE
CORD
GATE
GALVANIZED
GATE FRAME,
2 DECK
SCREW
FASTENERS
PER PICKET
PER RAIL
WEATHEI
AROUND
L 1"d X 6" ANCHOR BOLTS BY COMPACTOR
INSTALLER
MAXIMUM CONCRETE PAD SLOPE: 2" PER 10' WIDTH (1.66%
SIDE TO SIDE). MAXIMUM CONCRETE PAD DECLINE AND
INCLINE (FRONT TO BACK): 10" PER 40' (2.17o). NOTE: FOR
EXTREME CONDITIONS, CONTAINER STOPS OR ADDITIONAL
COMPACTOR ANCHORING MAY BE REQUIRED.
SECTION AT COMPACTOR
—THROUGH BOLT Z
PREFINISHED SHT. MTL. J 1/2 = 1'-0"
COUNTER FLASHING SET
INTO JOINT AND GROUT
5/4 TREATED DECKING
CORRUGATION CLOSURE -BY MANUFACT.
%TYPICAL, SIX LOCATIONS
/CLEAR "TUFTEX POLYCARB" ROOF PANEL,
TUFTEX CORP., FREDRICKSBURG, VA.
800-777-7663 -OR-STANDING SEAM
METAL ROOF (NO OTHER ALTERNATES).
(2 X 10 TREATED FASCIA
-RETURN ON EACH SIDE
TREATED BLOCKING
—8'-6" ABOVE GRADE
IF
'—METAL JOIST HANGER
�3/8" "U" BOLT
�2 X 10 TREATED BEAM
TREATED 2 X 6 RAFTERS 0 2'-0" O.C.
GATE HINGE POST
6" DIA. GALVANIZED STEEL GATE
POST, CONCRETE FILLED
NOTE: SEE PLANS FOR
CANOPY LENGTHS.
INDUSTRIAL GATE
HINGE
5/16" EYE -BOLT.
FASTEN TO
CORRAL FRAME,
BUILDING, BOLLARD,
LINE POST, ETC.
LOCATE AT 30" TO
,60" ABOVE GRADE.
III I IN ITV' 'N I I N• 'III III II
COMPACTOR GATE HOLD —OPEN DETAIL
3/4" = 1'-0"
1X6 CEDAR PICKETL
(3) CEDAR 2X RA
EVENLY SPACED
VERTICALLY. FAST
PICKETS TO RAILS
1 is GALV. DECK
SCREWS - 2 PER
RAIL. 7 1
nP' NOTE: BOTTOM OF PICKETS
INCLUDING GATES, TO BE 6"
10 FENCE -DETAIL ABOVE CONCRETE PAD.
1/4 - 1 0
IICOMPACTOR INSTALLER TO PAINT
CHUTE AND HOPPER TO MATCH
COMPACTOR PAINT.
WOOD FENCE
ON 2.375"
GALVANIZED STEE
LINE POSTS WITH
6" GATE HINGE
CONC. FOOTINGS FOR
STEEL POSTS BEYONI
SEE DETAIL 12/CO.0
(SIMILAR).
ELEVATION — SIGN PLACEMENT
1 /8" = 1'-0"
GENERAL NOTES:
CONCRETE:
PAD SHALL BE A MINIMUM OF 3,000 P.S.I. AIR ENTRAINED
CONCRETE 6" THICK WITH #4 BARS X 12" O.C. EACH WAY.
SURFACE TO RECEIVE BROOM FINISH, AND SHALL BE FLAT
EXCEPT FOR WASH (1.66 PERCENT MAXIMUM).
COMPACTOR
• ARCHITECT SHALL SEND COMPACTOR INSTALLER
ENCLOSURE LAYOUT DRAWINGS FOR REVIEW TO
COORDINATE CLEARANCES.
• COMPACTOR IS INSTALLED BY WALGREENS COMPACTOR
EQUIPMENT INSTALLER, ASSIGNED TO STATES LISTED
BELOW.
• CONTRACTOR TO COORDINATE WITH WALGREENS
COMPACTOR MANUFACTURER.
• IN THE STATES OF CT, DE, D.C., IL, IN, KY, ME, MD, MA,
MI, NH, NC, OH, RI, SC, TN, VT, VA, WV, AND, WI,
CONTACT ACCOUNT COORDINATOR:
AI Preusker, A.C.E.S. AND EQUIPMENT COMPANY,
450 E. GUNDERSEN DR. SUITE 200, CAROL STREAM,
IL. 60188, [phone] x2064
IN THE STATES OF AL, AK, AZ, AR, CA, CO, FL, GA, HI,
ID, IA, KS, LA, MN, MS, MO, MT, NE, NV, NM, ND, OK,
OR, PR, TX, UT, WA, AND WY, CONTACT ACCOUNT
COORDINATOR:
Sara Cox, J.V. MANUFACTURING, INC., P.O. BOX
229, SPRINGDALE, AR 72765, [phone] x2767.
IN THE STATES OF NJ, NY, AND PA, CONTACT ACCOUNT
COORDINATOR:
Colleen Coder, PTR BALER AND COMPACTOR,
2207 E. ONTARIO ST., PHILADELPHIA, PA. 19134,
[phone] x2211.
ELECTRICAL POWER:
ELECTRICAL CONTRACTOR TO PROVIDE POWER FOR 5
HP., 3 PHASE, 60HZ MOTOR 4'-0" A.F.F. AND 30A.
WEATHER PROOF LOCKABLE DISCONNECT SWITCH
LOCATED ON EXTERIOR WALL WITHIN 4'-0" OF
COMPACTOR. FINAL CONNECTION AND CONTROL WIRING
BY COMPACTOR INSTALLER.
WOOD FENCE ENCLOSURE AND GATES:
CEDAR WOOD BOARD ON BOARD FENCE WITH CLEAR
PROTECTIVE FINISH. CEDAR WOOD GATES TO BE STEEL
FRAMED WITH 6" 0 STEEL HINGE POSTS AND 2.375" O.D.
NOMINAL GALVANIZED LINE POSTS. INDUSTRIAL GRADE
CANE DROP BOLTS (FOR HOLD OPEN AND SECURE CLOSE
POSITIONS) WITH PADLOCK HASP AND GALVANIZED,
SURFACED -MOUNTED BOLT ON HINGES (SIM. TO PART
#15607) BY MASTER HALCO, INC. [phone]) OR
EQUAL.
A 12"W X 18"H SIGN LABELED "AUTHORIZED PERSONNEL
ONLY - NO TRESPASSING", SHALL BE PLACED ON
EXTERIOR SIDE OF ENCLOSURE, BY WALGREENS
CONTRACTOR. MOUNT SIGN PLUMB AND AT 5'-0" ABOVE
CONCRETE PAD TO BOTTOM OF SIGN WITH CORROSION AND
TAMPER RESISTANT FASTENERS.
CLEAR "TUFTEX POLYCARB" OR STANDING SEAM METAL
ROOF PANEL OVER TREATED WOOD FRAMING, FASTENED TO
AND CANTILEVERED FROM BUILDING, SHALL BE PROVIDED
OVER TOTE STORAGE.
NOTE: IF A RAISED LOADING DOCK IS REQUIRED, THEN
125 SQUARE FEET OF ENCLOSED SCREENED TOTE AND
BALE STORAGE IS TO BE INCLUDED ON THE DOCK.
ENCLOSURES:
ENCLOSURE INSIDE DIMENSIONS ARE TO MEET OR EXCEED
ALL MINIMUM CLEARANCES PRESCRIBED IN THESE DETAILS.
MASONRY MUST BE CONTAINED IN ENCLOSURE AREA AS
DEFINED BY HATCHED AREA.
FOR TOTE, BALE, AND TRASH ENCLOSURE, SEE SHEET CA
VpCAPE FEAR
Engineering, Inc.
151 Poole A4 Sub 100
9eNAle, NC2M1
TEL [phone]H
FAX (910) 3e3-1045
ww xweleelengineeAng.own
N.C. License No. C.1621
FINAL DESIGN
NOT FOR CONSTRUCTION
PROJECT:
PROPOSED
STORE # 2530
NC HWY 211
Southport, NC 28379
APPLICANTS/OWNERS:
Fare Enterprises of
Rockingham, Inc.
1800 Rockingham Road, Suite 36
Rockingham, NC 28379
[phone]
NO. DATE BY DESCRIPTION CONST
REVISIONS
CERTIFICATION AND SEAL
I HEREBY CERTIFY THAT THIS ,��0001111#140i
PLAN AND SPECIFICATION �,p� -0
WAS PREPARED BY ME OR ,� p4 FE SS/ O� tiL
UNDER MY DIRECT 3 ? PO
SUPERVISION AND THAT 1 AM Q S 9<
A DULY REGISTERED -
ARCHITECT OR ENGINEER+ ar UNDER THE LAWS OF THE jij p
STATE OF NORTH CAROLINA r�
AS SIGNIFIED BY MY HAND �����4nxnnN►�p'�``,
AND SEAL.
P�-,,I lLGRk ENS (STORE #2530)
5098 HPORT-SUPPLY RD
SOUTHPORT,NC
CADD PLOT:
ZCP.DWG
VOID PLOT:
SUPERSEDES
PLAN DATED:
COMPACTOR DETAILS
SCALE: AS SHOWN DRAWING NO.
DRAWN BY:
HSK
DATE: 12/10/08
REVIEWED BY:
FCL OF
DWGS.

FROM I II FROM
STORMDRAIN SUBDRAIN
COLLECTION 5Y5TEM
I 0-1 I I
N
A Ar--4, --,— --�
I I I
I I I
I
60° RCP i 0 0 0
DESIGN STORM
STORAGE I OUTLET WEIR TO
~ I I I ROADSIDE DITCH
i I I
-04 1
L--___J_ _J
Cd ld
FROM /1 FROM
STORMDRAIN SUBDRAIN
COLLECTION SYSTEM
IP B
PLAN
e�_o=
2W MAN-IaF
FRAME E COVEi2
TRAFFIC RATED HS-20 LOADING
U
73
TIP. RNSHED GRADE za
IN PAVED AREAS 1 �g
tOM
— STANDARD WATER
VALVE BOX & COVER
z MARKED "UNDERDRAIN"
`TYP. FINISHED GRADE
IN UNPAVED AREAS
Sao- a°°ao•. CONCRETE COLLAR (3000 PSI)
OR APPROVED PRECAST COLLAR
BASE COURSEz
0
NW
m THREADED PLUG
M
,--6"X4" WYE
a.
VALVE BOX
COVER
° - a
4 d-
\� CONCRETE ENCASEMENT
_ 03000 P.S.I.
PLAN
\—SOLVENT WELDED CAP
SECTION
PIPE MATERIAL
SCH. 40, SOLVENT WELD PVC 1120,
ASTM D-1785
SUBDRAINAGE CLEANOUT
NOT TO SCALE
I-------`•---- -111-
6" MUBDRA,,I
I E 28.50 I
OUTLET WEIR TO FROM
I I ROADSIDE DITCH
IBDRAIIN—so
10 SYSTEM
FROM
7X7 OUTLET 5TORMDRAI14-00 24° CP
BYPASS MW I C
YPA
ELEV.
ELEV. 2&3a COLLECTION E200 —H.EI/,
.24' MANHOLE
FRAME E COVER
TRAFFIC RATED FOR HS-20 LOADING
:LLLLL:1 TRAMH RACK 11
-V-L-UJ-1 4-N MAX OF'HJJGi
OUTLET FROM
E3.EV_28.30� — — — — SYBSTRAE IN
I 24" RCP FROM
44 5TORMDRAIN
,. COLLECTION
I E 2700 ( I
I ( CAST N PLACE 3,000 PSI
60" RCP 1 8'-02CONCRETE EPDXY BEVELED TO i 60" RCP
RESIST I ON43Z ON BOX WALLNT FROM
I /
E 22.00• L_ _ _ :- .,.� . �-12° CRUSHED STONE (MIN) _
SECTION A -A UgiL BOX SHALL 12ESLST DEFLECTION AND MOTION SECTION B-B
UNDER 100 PB2CENT SATURATED SOL CONDITION
OUTLET DIVERSION BOX DETAIL
NOT TO SCALE
24" MANHOLE
3" MIN. 3" MIN. FRAME AND COVER
TRAFFIC RATED FOR HS-20 LOADINGS
I I NOTE:
I I BOX SIZE TO BE DETERMINED
BY PRECASTER
•.r - WALL THICKNESS: AS REQUIRED
_I ---- q BY MANUFACTURER.
CONCRETE: 4,000 PSI ® 28 DAYS
KNOCK -OUT PANELS - I IP REINFORCING: AS REQUIRED BY MFR.
IN ALL WALLS (TYP.) is I 6 °i FOR HS-20 LOADINGS
Lam_ ` _J
PLAN
24" MANHOLE
FRAME AND COVER
TRAFFIC RATED FOR HS-20 LOADINGS
o :.e
BRICK, BLOCK, CMU
OR PRECAST BOX
� v
12" CRUSHED STONE
In
�
I
�
'--OUTLET PIPE
00 Qp0�o
IM(XJ3g
ulftLlf
JUNCTION BOX
JUNCTION BOX NOTES:
1. DIMENSIONS VARY WITH PIPE DIAMETER.
2. SHALL MEET NCDOT STANDARDS AND SPECIFICATIONS.
3. JUNCTION BOXES SHALL RESIST DEFLECTION AND MOTION
UNDER 100% SATURATED SOIL CONDITIONS.
CRUSHED STONE (MIN)
A A
_O"
PLAN
'-'XVC IRETE TOP
) FOR HS-20 LOADING
CRUSHED STONE
SECTION A -A
NOTE BOX SHALL RESIST DEF3.ECTION AND MOTION
UNDER 100 PERCENT SATURATED SOL CONDITION.
END CAP JUNCTION BOX
NOT TO SCALE
OUTFLOW PIPE
FRAME & GRATE
TRAFFIC RATED FOR HS-20 LOADING
FOOTING (TYP.)
PLAN
FRAME & GRATE
TRAFFIC RATED FOR HS-20 LOADING
OUTFLOW PIPE —
FOOTING
N
W
Cr
Q
#4 BARS 0 12"O.C. EACH WAY
6" #57 WASHED STONE (TYP)
SECTION
CATCH BASIN
NOT TO SCALE
BACK OF(
FRAME, GRATE & HOOD
TRAFFIC RATED FOR HS-20 LOADING
N
M
6" 2,-2„ 6"
Z — 9
" I
SECTION X BOXESIZE TO BE
BY PRECASTER
SECTION Y
CURB INLET
NOT TO SCALE
PI AN
5
4wCAPE FEAR
Engineering, inc.
151 Poole Hd, SWIe 100
Belville, 14C2WI
TEL [phone]
FAX [phone]
wwwxWelmengineedng.c
N.C. License No. C-1821
ISSUED FOR
CONSTRUCTION
PROJECT:
PROPOSED
STORE # 2530
NC HWY 211
Southport, NC 28379
APPLICANTS/OWNERS:
Fare Enterprises of
Rockingham, Inc.
1800 Rockingham Road, Suite 36
Rockingham, NC 28379
[phone]
BACK OF CURB
7 Y 2 4/22/10 MTH REV PER WALGREENS COMMENTS
FRAME, GRATE & HOOD Y FRAME, GRATE &HOOD TRAFFIC RATED FOR HS-20 LOADING TRAFFIC RATED FOR HS-20 LOADING CONST
NO. DATE BY DESCRIPTION
N BACK OF CURB REVISIONS
l- I _ CERTIFICATION AND SEAL
ly
M
6 2'-2" 6" : ' - - - - - - - I HEREBY CERTIFY THAT THIS
z 9 6 a 3'-0" 6" �j PLAN AND SPECIFICATION 444flIpy�W
M 3'-0" 1 WAS PREPARED BY ME OR (N OARO
.. I X -- 3'-0" -- UNDER MY DIRECT Q�'OF 41
X SUPERVISION AND THAT I AM �' QP/-/ Y,(O t y S
X 04 A DULY REGISTERED SEAL
N I I a 6" SUBDRAIN UNDER THE LAWS OF THE CHITECT OR ENGINEER��
/ NOTE: I N 7PIPE °y STATE OF NORTH CAROLINA
co BOX SIZE TO BE DETERMINED Y NOTE:
AS SIGNIFIED BY MY HAND
m BOX SIZE TO DETERMINED
BY PRECASTER BY PRECASTER CY AND SEAL. n4h44n4ma���
SECTION X N PLAN �i SECTION X PLAN
toolF 1
-- -
NOTE: --- --- ------ - - --- WALGREENS (STORE #2530)
6" SUBRAIN TO BE DIP WITH NO
6" 3'-0" 6" JOINT INSIDE NOR LESS THAN 6" 3'-0" 5098 SOUTHPORT-SUPPLY RD
z 4- FEET FROM CURB INLET 4 g• SOUTHPORT, NC
WALL. z
° PIPE
N
PIPE N PIPES ; \ STORMWATER & SUBDRAINAGE DETAILS
CH
_
. DD PLOT: SCALE: AS SHOWN DRAWING No.
In "� C"IC ° 6 SUBDRAIN J
&N n
AlpIDWG DRAWN BY:
�T SECTION Y VOIQ PLOT: MTH
SECTION Y D05
~` DATE: 1/13l10
CURB INLET WITH SUMP INTERFERENCE CURB INLET WITH SUMP SUPERSEDES REVIEWED BY:
NOT TO SCALE NOT TO SCALE PLAN DATED: FCL
OF DWGS.
_
_

P6FM
TO EXISTING
f— LOWE'S FOND
FORESAY A
3' MIN.
COVER
DESIGN
FLOW
225
GPM
DESIGN
HEAD
16.9
FT
EL. 18.90
6 PVC
MIN. 0.2 FT ABOVE
ADJACENT GRADE
MN I/4' PER FOOT
I III III III Eff1
I=1 11=1 I 1=11 I
111 -,�1I IE 1I I
I
I
I
I
I
1 PROPOSEO DUPLEX PUMPS
(ONE PUMP SHOWN FOR CLARITY)
1 1 12' HDPE a 1% SLOPE
I
I
I
I
I
I
I ( 1
1 60' RCP
I
12' CRUSHED STONE
12' CRUSHED STONE
STORMWATER PUMP STATION (PROFLE VIEW)
NOT TO SCALE
STORMWATER PUMP STATION NOTES:
1. UNLESS SPECIFICALLY NOTED HERE, STORMWATER PUMP STATION SHALL MEET WALGREEN'S LIFT STATION CRITERIA AND SPECIFICATIONS.
2. PUMP STATION FLOWRATE HAS BEEN SELECTED TO COMPLETELY DRAW DOWN THE STORMWATER STORAGE SYSTEM VOLUME IN APPROXIMATELY
7.4 HOURS
3. PUMP STATION FLOWRATE HAS BEEN SELECTED TO PROVIDE A SCOURING VELOCITY OF APPROXIMATELY 15 FPS
4. CONTRACTOR SHALL ASSURE POSITIVE DRAINAGE FROM STORMWATER STORAGE SYSTEM INTO THE PUMP STATION WETWELL.
5. CONTRACTOR SHALL ASSURE POSITIVE SURFACE DRAINAGE AWAY FROM THE PUMP STATION WETWELL AND TOWARDS THE STORMWATER
COLLECTION SYSTEM.
6. WETWELL AND ALL PUMP STATION APPURTENANCES ARE TO BE SEALED WATERTIGHT TO PREVENT SEEPAGE OF GROUNDWATER INTO THE
STORMWATER PUMP STATION.
7. OWNER OR OWNER'S REPRESENTATIVE SHALL CHECK PUMP OPERATION WEEKLY.
8. IN THE EVENT OF PUMP FAILURE, FAILED PUMP TO BE REPAIRED IMMEDIATELY AND RETURNED TO SERVICE OR REPLACED BY SPARE PUMP
CAPABLE OF PROVIDING REQUIRED FLOWRATE.
9. WETWELL SHALL BE REINFORCED CONCRETE
10. WETWELL ACCESS SHALL BE SECURED, APPROPRIATE FOR PUMP REPLACEMENT, EQUIPPED WITH FALL PREVENTION DEVICE, AND ADEQUATELY
RATED FOR PEDESTRIAN TRAFFIC.
11. WETWELL SHALL HAVE STAIR STEPS AFFIXED IN PLACE IN ACCORDANCE WITH BRUNSWICK COUNTY REQUIREMENTS FOR SANITARY SEWER PUMP
STATIONS.
STORMWATER PUMP STATION CONTROLS:
1. PUMP STATION CONTROLS SHALL BE DESIGNED TO MINIMIZE THE AMOUNT OF PUMP RUNTIME DURING RAINFALL EVENTS
2. PUMP STATION CONTROLS SHALL BE DESIGNED TO DRAW DOWN ANY ACCUMULATED VOLUME EVERY SECOND DAY.
3. PUMP STATION CONTROL AND ELECTRICAL PANELS SHALL BE DEAD —FRONT TYPE AND PAD LOCKED.
4. PUMP STA71ON SHALL HAVE AUDIBLE AND VISUAL ALARM.
NC GRID NORTH 1983
0 5 10 15
1 INCH = 5 FEET
v. lCM 41010
4wCAPE FEAR
Engineering, Inc.
151 Poole Rd, Solle 100
Belvllle, NC26451
TEL [phone]
FAX [phone]
WWW.0ep51e31engln6eling.com
N.C. Ucense No, C-1621
ISSUED FOR
CONSTRUCTION
PROJECT:
PROPOSED
STORE # 2530
NC HWY 211
Southport, NC 28379
APPLICANTS/OWNERS:
Fare Enterprises of
Rockingham, Inc.
1800 Rockingham Road, Suite 36
Rockingham, NC 28379
[phone]
1 4/22/10 MTH REV PER WALGREENS COMMENTS
NO. DATE BY DESCRIPTION CONTT
REVISIONS
CERTIFICATION AND SEAL
1 HEREBY CERTIFY THAT THIS
PLAN AND SPECIFICATION
WAS PREPARED BY ME OR
UNDER MY DIRECT
SUPERVISION AND THAT I AM
A DULY REGISTERED
ARCHITECT OR ENGINEER
UNDER THE LAWS OF THE
STATE OF NORTH CAROLINA
AS SIGNIFIED BY MY HAND
AND SEAL.
WALGREENS (STORE #2530)
5098 SOUTHPORT-SUPPLY RD
SOUTHPORT,NC
STORMWATER PUMP STATION DETAILS
CADD PLOT:
;:7XP.DWG
PLOT:
PLAN DATED:
SCALE: AS SHOWN I DRAWING NO.
DRAWN BY:
MTH
DATE: 1 /13/10
REVIEWED BY:
FCL OF
DWGS.

N/F LOWE'S HOME
CENTERS, INC. DB 1319, PG
1272 B.C.R.
r _
\M / X!�
-- I OHE—+ —1
OHE
0 1 // //�----34.00---------� a--- \ --� \
O _ �+�v \ \
CONN�CT TO ----- R�IMF3240'
STORMWATER ; F- 27.97
FORCEMAIN I
I 9 I I
I /
DI EJD
I RIM 31.85' I
/ 1-27.80' 1 • I
I� PROPOSED I I'
1 ( — STOQM-WAT5z
LFT STATION
1 (SEE SLEET 0.6) I I
o
I P6FM)
/ a
( iSic
9 F- 2200' I
� _ I 1
I I I
N/F // I I ----- D�
RNA 3L85' ! 1
NATIONSBANK I I F- 27.64'
OF NC., N.A. CAB I I
916, PG 320 I I 1
B.C.R. MB X, PGA
140 B.C.P. j II
!
I
/ I IJL I ,G M IE 22.00'
/ I 2200'
200' —
1 �rT
! _ 13 LF OF 24'
! C1.:=C. 8CX I -anO RCP • 0.271
1 ` Cl '
— RNA 32 C
FIBER OPTIC WITNESS—\ SUMP, 26.40'
POST ��� — _ _ — — - f -1 80 LF OF
P OPASt=ii�7L�liCH - - - I$' R0P a 0.201
�PDn-—PD'IL— —PDTL IE - 28.43'
33.00� -. - -��'�a - -
T -- - --- T — --T T
--------------
OHE
80LFOF1&
CBG
------ - -
--
- - - -- RIM-32 dn'
1-27.80'
RCP a 0.26%
RIM 32.40'
E 2818'
/ S r `
31.00
CLJVAT
TO BE
\
/ / / �ry Y •�. , ' 2 8�
ib
ABArD01
N CE
ak, r
150.00'
Cl J
RNA 32.50'
1- 2743'
° 1
d a
/
14;t50
SQ. FT.
r.•
fiE =
33.50
d
d
/
J
am°
2'
I a, ;."
/
• - - - - - -
• .i5b r-------
/ 9 LF OF 60' IE• 22.00'
/ POP • 0.00% JB L
T�I
�.K
�I
1
•
a..
«
•
T 31.
/ R O. 38>c 1 42 6 8•-32 • 25. 2' EXISTING
- - 6 S.S.
o / do --- /
CI 8 (INTERFa 13J4M OUTLET DB A
RNA 3L40' - - RIM 32.00' _
I- 27.09' 27 2M 7'—
SLUR 26.09' l o HE 60' 22.00' a
R BYPASS WER, 28.50' RIM 31.30' /
IE - 28 7" �T WEIR- 28.30' 1- 27.10' I /
PRO_vDRC/L DITCH SUMP 2610' OPTIC
-
��' ^`�8� PDTL // OXIO LI
IE
NPD5
EX.
NVE RT - 28.93'
E . 2,
EX.
TF E
EXISTING CONTOURS — — —31 • V Q
PROPOSED SPOT ELEVATIONS -
PROJECT BOUNDARY —
ADJOINER BOUNDARY
EXISTING POWER POLE
EXISTING LIGHT POLE
EXISTING PROPERTY CORNER O
ELECTRIC DROP INLET
TRAFFIC FLOW ARROW
EXISTING TELEPHONE PEDESTAL a
EXISTING MANHOLE
EXISTING WATER METER (MID
EXISTING FIBER OPTIC CABLE —U-FOC
EXISTING OVERHEAD ELECTRIC OHE—
EXISTING WATER LINE — w — w — w —
EC UNDERGROUND TELEPHONE T T --
EXISTING SEWER — —
GENERAL STORMWATER NOTES: PROPOSED DITCH LINE —PDTL-
1. THE NETWORK OF 60-INCH REINFORCED CONCRETE PIPES AND JUICTTON BOXES SHALL BE REFERRED TO AS THE
STORMWATER STORAGE SYSTEM.
2 THE NETWORK OF 18-INCH AND 24-INCH REINFORCED CONCRETE IPES, CURB INLETS AND DROP INLETS SHALL BE REFERRED
TO AS THE STORMWATER COLLECTION SYSTEM.
I ALL RUNOFF IS TO BE DIRECTED TO THE STORMWATER COLLECTION SYSTEM.
4. ALL DRAINAGE SHALL BE DIRECTED AWAY FROM BUILDING AND TO THE STORMWATER COLLECTION SYSTEM.
56 ALL ROOF DRAINS SHALL BE BE DESIGNED AND INSTALLED PER W"REEN'S SPECIFICATIONS. ROOF DRAINS SHALL TIE
DIRECTLY TO STORMWATER COLLECTION SYSTEM.
6. STORMWATER RUNOFF FROM THE NCDENR PRESCRIBED 1.5-INCH WATER QUALITY DESIGN STORM AND ACCOMPANYING LOCAL
JURISDICTIONAL CONTROL VOLUME IS TO BE STORED IN THE STC%WATER STORAGE SYSTEM. STORMWATER RUNOFF ABOVE
THESE VOLUMES IS TO BYPASS TO THE NC 211 ROADSIDE DITCH.
7. CAPTURED DESIGN VOLUMES ARE TO BE PUMPED TO THE EXISTING LOWE'S WATER QUALITY POND'S FOREBAY AND TREATMENT
REGIME IN CONFORMANCE WITH NCDENR REQUIREMENTS AND NCDEW STATE STORMWATER PERMIT NUMBER SINS 990435 (MOD.
PENDING) PRIOR TO DISCHARGE TOWARDS THE RECEIVING STREAM.
IL ALL ACCESSIBLE STORMDRAIN STRUCTURES SHALL HAVE STAIR STEPS IN ACCORDANCE WITH NCDOT STANDARDS,
STORMWATER COLLECTION SYSTEM NOTES:
1. ALL PIPES, JOINTS, CURB INLETS AND CATCH BASINS ARE TO BE WATERTIGHT TO PREVENT SEEPAGE OF GROUNDWATER INTO
THE STORMWATER COLLECTION SYSTEM.
2. ALL PIPES SHALL BE LAID TO THE SLOPE GRADIENTS NOTED ON TARS PLAN SHEET. THE MAXIMUM VARIATION FROM TRUE
SLOPE SHALL BE 1/8-INCH IN 100 FEET.
I SUFFICIENT BEDDING SHALL BE INSTALLED TO ESTABLISH ELEVATIONS AND PIPE INVERTS AND OUTLETS AS INDICATED ON THIS
PLAN SLEET.
4. WHERE DROP INLET GRATES OCCUR IN PAVEMENT, SET TOPS FLUSH WITH FINISHED SURFACE
& SUMPS TO BE INSTALLED WHERE NOTED ON THIS PLAN SHEET. SAPS ARE IN70DED TO MINIMIZE THE AMOUNT OF SEDIMENT
ENTERING THE STORMWATER STORAGE SYSTEM.
STORMWATER STORAGE SYSTEM NOTES:
1. ALL PIPES, JOINTS AND JUNCTION BOXES ARE TO BE SEALED WATERTIGHT TO PREVENT SEEPAGE OF GROUNDWATER INTO THE
SIORMWAIER STORAGE SYSTEM.
2. ALL 60ANCH RENFORCED CONCRETE PIPES SHALL HAVE WATERTIGHT CAPS AT TERMINAL ENDS. CAPS SHALL BE A MINIMUM
OF 3,000 PS CONCRETE DESIGNED UNDER THE SEAL OF A STRUCTURAL ENGINEER LICENSED IN THE SAIE OF NC.
I ALL PIPES SHALL BE LAID TO THE SLOPES NOTED ON THIS PLAN SHEET. THE MAXIMUM VARIATION FROM TRUE SLOPE SHALL
BE 1-INCH IN 10D FEET.
4. SUFFICIENT BEDDING SHALL BE INSTALLED TO ESTABLISH ELEVATIONS AND PIPE INVERTS AND OUTLETS AS INDICATED ON THIS
PLAN SHEET:
5. WHERE MANHOLES OCCUR IN PAVEMENT, SET TOPS FLUSH VATH FINSHED SURFACE.
6. MANHOLE COVERS TO BE INSTALLED ON ALL JUNCTION BOXES TO PROVIDE MAINTENANCE/ ACCESS POINTS TO THE SYSTEM.
7. ALL MANHOLE COVERS SIiyl AVE INFLOW PR07ECTION INSERTS. NSERTS TO BE RAINGUARD BRAND OR APPROVED EQUAL
3 ,
3
Wlatfio
PROPOSED C/L DITCH
-��•�•i
«ram•_
._ — t�9` --- _ vlr W - - — �,10"L �, - v .. / W TERLNE4.
Vl RCP /
CAPE FEAR
Engineering, Inc.
15f Poole Ad, S� f00
eerw9e, Ncz9.5f
TEL (910) 38MOM
'C" (910) W'al 5
www.cepNeare lmering.com
N.C. Ucense No. G141
LN
FINAL DESIGN
T FOR CONSTRUCTION
PROJECT:
PROPOSED
STORE # 2530
NC HWY 211
Southport, NC 28379
APPLICANTS/OWNERS:
Fare Enterprises of
Rockingham, Inc.
1800 Rockingham Road, Suite 36
Rockingham, NC 28379
[phone]
i1+ ». fa �,ro•F EX. 6 LF OF W 1'(` W W W 4v —
-' RCP EX. SID — W W
• 0.68< TOP= 3L77' hV jry
__ - T ---T T T T T T — T —IN'vT- 2 T T T T/ T —
EXISTING CLLVERT o�1
TO BE ABANDONED
N PLACE. / NO. DATE BY DESCRIPTION
REVISIONS
///7
1Z CERTIFICATION AND SEAL
avow
—� —_ 1 HEREBY CERTIFY THAT THIS
PLAN AND SPECIFICATION
- ,--------- ------------------- WAS PREPARED BY ME OR
------- - -L --
- --
/-------'----------------- SUPERVISION AND THAT IAM
A DULY REGISTERED
f ARCHITECT OR ENGINEER
UNDER THE LAWS OF THE
/ STATE OF NORTH CAROLINA
/ AS SIGNIFIED BY MY HAND
h AND SEAL
EMIMENCY OONTACT
MELINDA .• M
M =
BEFORE YOU DIG ......... --
1-800-632-4949 or 811 CONTRACTOR SHALL COORDINATE THESE PLANS
WALGPLANS &
NORTH CAROLINA ONE -CALL CENTER, INC. WITH STRICTESTSHAL LITERIA GOVERNCONSTRPUCTION. E
CALL 48 HOURS BEFORE YOU DIG!
WALGREENS (STORE #2530)
5098 SOUTHPORT-SUPPLY RD
SOUTHPORT, NC
Ca MP
STORMWATER & GRADING PLAN
CADD PLOT: SCALE: 1" = 20' DRAWING NO.
ZCP.DWG
DRAWN BY:
NC GRID NORTH 1983 VOID PLOT: MTH
20' 0 20' 40' DATE: 12/10/08 CO2
SUPERSEDES REVIEWED BY:
1 INCH = 20' PLAN DATED: FCL OF DWGS.

EXISTING CONTOURS - - - 31.00
N/F LOWE'S HOME
CENTERS, INC. DB 1319, PG
1272 B.C.R.
k J
w 1Jtl —, w
.-- ---- OHE�
OHE
OHE— —
E 2919' SLBDRAN • 0201 � 771E-QFA'-
-3a.00----------629.50 E29.2U
�b':
60
12LPOF6 AN•0202
\ i 6 292? SlJBDRA 1.OZOf \
\ I - • ------------ 78LFOF6• 25LFOF6 __
JB' StEDRAW •
\ J / 6 2906 6 29J3'
AV IE-2. 9a
'��6 2903 18 LP OF 6' /
6 29J5' / '
sL�ir,N o.2ei � � ' �'R6.
2927
— IY
17 LF OF
/ � I
Fa 2906' B 29-(W 27 LF i5' LF Cr- 6' / V`e _"� � s u� •.
/ M y_
/ / 6 29.0a—
1 16LPOF6• 16LFOr-e E,29.00•
I 11! AN • 0209 SLBDRAN •
t films
/ 1 • 141/b50 SQ. FT.
E = 33.50
�/ I e 29.00• I I / p.
1 00 27 LF i5' 27 LF OF 60 / 14 LP
1 6 29.00 E 289T — SUW AN • 0.20L / SLIODRAN
/ /
/ 1 ?99r- I I CO / 1
N/F / 1 1 AN : OF o2os I 1 / E 2a 7 4 -1 .< .
NATIONSBANK h_ a.
OF NC., N.A. 013
916, PG 320
B.C.R. MB X, PGA 1 ND AN AI — j i •
140 B.C.R. j • $ (TrP) i i 0.1
I d�.
CO IEI
28
bo
0.
LbWE'SSIGN 628.85' I •--------� - WA
JSUBMAN*QO4%
@2888' @ 28 E 28.74' 1SLBDRAN • OZOt 6 26'E 2RAW - - -- - I
/ 1 ' 116 AINI O6= SUMIZAIN: 640 LF Or— 1 1
/ •---------7-- -WE- - - - - - •--------- ----- / 628.73'I
00,
I E�-Ee. acx
I Ea 288 58-LP OF 6`-6t 27 LF N OF 6 42 LP OF 6 /
�� - • 0201 _ SLl�RA• 0SLBDRAN • 0.205 628 d �
FIBER OPTIC WITNESS-, 6 28 S0.2M 6 28W
POST
a /
—PDTL PROPOSED C/L DITCH '�IBd2
/PD / PDTL --_ _- PDTL— /OPTIC
� / BOX
33.00` -. - PDTL— /
_ _ PDTL
-
_ NV5RT - 28.93'
D 29.01!
III
3 I I
EX. I I
TELE
MH
PROPOSED SPOT ELEVATIONS
A
PROJECT BOUNDARY
ADJOINER BOUNDARY
_
EXISTING POWER POLE
EXISTING LIGHT POLE
EXISTING PROPERTY CORNER
O
ELECTRIC DROP INLET
as
TRAFFIC FLOW ARROW
EXISTING TELEPHONE PEDESTAL
EXISTING MANHOLE
EXISTING WATER METER
EXISTING FIBER OPTIC CABLE
—U-FOC
EXISTING OVERHEAD ELECTRIC
OHE—
EXISTING WATER LINE
—w —w —w -
EX. UNDERGROUND TELEPHONE
T T —
EXISTING SEWER LINE
- -
PROPOSED DITCH LINE
—PDTL—
SUBDRAINAGE NOTES:
I. CONTRACTOR SHALL INSTALL SIBDRAINS IN ACCORDANCE WITH GEOTECHNICAL CONSULTANT'S (WIS. PLLC)
RECOMMENDATIONS
2. CONTRACTOR SHALL ASSURE CONTINUITY AND POSITIVE DRAINAGE FROM SUBDRAINS TO STORMWATER DIVERSION BOX.
3. STORMWATER COLLECTION NETWORK SHALL BE INDEPENDENT OF SUBDRAIN NETWORK AT ALL TIMES.
4. CLEANOUTS TO BE INSTALLED AS INDICATED ON THIS PLAN SHEET TO PROVIDE MAINTENANCE/ ACCESS TO THE SUEDRAIN
NETWORK.
5. WHERE CLEANOUTS OCCUR IN PAVEMENT, SET TOPS FLUSH WITH FINISHED SURFACE AND U71UZE STANDARD CLEANOUT
COVERS AND COLLARS STAMPED AS UNDERDRAIN.
ROPOSED C/L DITCH
-Vd '�_" � - ._. - - ^30.00- �� � I —PDTL
EXISTLV6 24'
h Ex.102 WATERLNVE
�- — EX. 6LF C W w �0P $
15" RCP EX. SDM.4 wW TT�
� IN bV
- ---- - T --- --- T ----- I _ ---- T ---- T T T T a 0.68% TOP= 31.77' / w W w W
- - — - — -- -- -- T T T T--nuvT= 2 ` T T T T —
EXISTING CLLVERT or
TO BE ABANDONED
N PLACES
woo
- /
,.,- _-- —------- — —---------- -- "------------ -------"----------- ---c?
---------------------------------------
CONTACT24 FIR EMERGENCY
(90 0: s.
BEFORE YOU DIG ......... —
1-800-632-4949 Or 811 CONTRACTOR SHALL COORDINATE THESE PLANS
LGREENS CRITERIA PLANS &
NORTH CAROLINA ONE -CALL CENTER, INC. " ST C SHALL GOVERN CONSTRPUCTION. E
CALL 48 HOURS BEFORE YOU DIG!
7
NC GRID NORTH 1983
20' 0 20' 40'
I MEN MIN
1 INCH = 20'
dwCAPE FEAR
Engineering, Inc.
151 Paola ft Soda 100
B0A1ft. NC2M1
ML (810) 36;41000
FAY (910) M-100
www.c•Aef•a1.lgineedng.com
N.C. LPoans• N0. 61621
FINAL DESIGN
NOT FOR CONSTRUCTION
PROJECT:
PROPOSED
STORE # 2530
NC HWY 211
Southport, NC 28379
APPLICANTS/OWNERS:
Fare Enterprises of
Rockingham, Inc.
1800 Rockingham Road, Suite 36
Rockingham, NC 28379
[phone]
NO. I DATE I BY I DESCRIPTION ICONST
REVISIONS
CERTIFICATION AND SEAL
I HEREBY CERTIFY THAT THIS
PLAN AND SPECIFICATION Cn'81Narr`'
WAS PREPARED BY ME OR s' SN AR
UNDER MY DIRECT , O�pF S3) O� �•y
SUPERVISION AND THAT I AM A Q� 3 1'/9 7 s
A DULY REGISTERED i SEAL
ARCHITECT OR ENGINEER
UNDER THE LAWS OF THE s� i
STATE OF NORTH CAROLINA '4r fi'IG�0'
AS SIGNIFIED BY MY HAND
AND SEAL.41tn.utp�ti,
WALGREENS (STORE #2530)
5098 SOUTHPORT-SUPPLY RD
SOUTHPORT,NC
SUBDRAINAGE PLAN
OADD PLOT: SCALE: 1" = 20' DRAWING NO.
ZCP.DWG
DRAWN BY:
VOID PLOT: MTH Cw3
DATE: 1 /13/10
SUPERSEDES PLAN DATED: REVIEWED BY:
FCL OF DWGS.
,
,
1
1

GENERAL NOTES:
N/F LOWE'S HOME
CENTERS, INC. DB 1319, PG
1272 B.C.R.
oHE
'
0�:����—M
1
���g
<— ENTRANCE ..
fir!-:'•..�'!'• '•-�'�'�i.�'�'00
FORCEMAIN
j
�o
i
LIMITS OF
DISTURBANCE
FOLLOW
PROJECT
(1
BOUNDARY
I
SLT
I I
/
1
FENCE
DIE
RNA 31.85'
/
E 27.80'
10
WAATTE:R
STORM
I 1
LIFT STATION
(SEE SHEET
I I
D.6)
�/
P�
n
CY !�
a
US R
O
IE 22.00'
INLET/
,ON 1
PROTECTION
I I
(Typ
N/F // i
RIM 31.85'
I I
NATIONSBANK I I
1-27,64'
I„ I
OF NC., N.A. COB
I I
916, PG 32'0 \ 1
( I
B.C.R. MB X, PG) I
le 1
140 B.C.R. j I
of
I I
/ i
I
LOWE'S SIGN
I
N
JBM E 2200' E. 22.00'
1 � /
150.00'
/
/
/
/
/
/
/
/
ems. �-------
/ 9 LF OF 60' IE 22.00'
/ RCP a 0.00% ,E L
I 18LFO 1-60'
•
f
G I
RIM 32
SUMP
�l
Cl J
RNA 3250'
E.27AS
SLT
DICE
(T YPJ
u
1. TOPOGRAPHIC INFORMATION PROVIDED BY MCHENRY SURVEYING.
2 CONTRACTOR TO FIELD VITRIFY ALL EXISTING UNDERGROUND UTIUPES BEFORE BEGINNING CONSTRUCTION.
3. THE TOTAL AREA OF DISTURBANCE IS 1.66 ACRES
SEDIMENTATION OPERATION & MAINTENANCE NOTES:
I. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR STABILITY AND OPERATION FOLLOWING EVERY
RUNOFF -PRODUCING RAINFALL BUT IN NO CASE LESS THAN ONCE EVERY WEEK. ANY NEEDED REPAIRS WILL BE MADE
IMMEDIATELY TO MAINTAIN ALL PRACTICES AS DESIGNED.
2 TEMPORARY CONSTRUCTION ENTRANCES SMALL BE INSPECTED WEEKLY IN ORDER TO KEEP SEDIMENT FROM BEING
TRANSPORTED OFFSITE.
SEQUENCE OF PRELIMINARY LAND DISTURBANCE:
I. PRECONSTRUCTION CONFERENCE TO BE HELD PRIOR TO BEGNNING.
2 DETERMINE AND MARK UM11S OF PRELIMINARY DISTURBANCE
3. INSTALL TEMPORARY GRAVEL CONSTRUCTION ENTRANCES AND INSTALL SLT FENCE
4. TOPSOIL REMOVAL AND/OR STORAGE
5. INSPECT AND MAINTAIN ALL EROSION CONTROL DEVICES EVERY 7 DAYS AND AFTER EACH SIGNIFICANT RAINFALL EVENT (0.5-
OR GREATER
S. PLACE TEMPORARY SEEDING ON ANY DISTURBED AREAS THAT ARE TO BE LEFT IDLE FOR MORE THAN 15 DAYS.
SEQUENCE OF FINAL LAND DISTURBANCE:
1. INSTALL STORMDRAIN FAGUTIES.
2 INSTALL WIRE / GRAVEN. INLET PROTECTION,
3. MAINTAIN TEMPORARY GRAVEL CONSTRUCTION ENTRANCES AND MAINTAIN SILT FENCE
4. INSPECT AND MAINTAIN ALL EROSION CONTROL DEVICES EVERY 7 DAYS AND AFTER EACH SIGNIFICANT RAINFALL EVENT (0.5'
OR GREATER).
5. PLACE TEMPORARY SEEDING ON ANY DISTURBED AREAS THAT ARE TO BE LEFT IDLE FOR MORE THAN 15 DAYS.
S. PERMANENT GRASS SHALL BE INSTALLED FOR ALL AREAS AT FINAL GRADE AND IN SEASON. FERTILIZE, WATER AND RESEED
AS REWIRED TO ESTABLISH A VIGOROUS STAND OF GRASS.
7. AFTER COMPLETION OF CONSTRUCTION AND THE SITE IS STABILIZED, REMOVE ALL ACCUMULATED SEDIMENT FROM SILT FENCE
AND SPREAD EVENLY ACROSS THE SITE. GRASS THESE AREAS IMMEDIATELY AND REMOVE ALL EROSION CONTROL MEASURES.
PROJECT BOUNDARY
PROPOSED SILT FENCE
TEMP. CONSTRUCTION ENTRANCE
e eaeammSFe
RCP • 0.00%
I ! 03 LF OF 24' / 27 LF OF 24' I 42 LF CF 24v32•-� / _ — / / Ff i 1
in
I ELEC. BOX (� RCP a 0.278L RCP a 0.33% (OT24% U
1 Gc dn-- — -/ — —dn— / 1
F=m==MSFm= RIM320'- --w ISF� �Iu
� SF����� GBONT E]VCE) ����� OL �Q� /
IrlSF SF RIM3Z0FASFmmww=S mm=m=SF=mmm� �SF�R 3
-r �-- E. 27.40' - - RIM 31.40'
FBER OPTIC WIITESS-� 74S---, E. W 88.91 SUMP, 26AO' 27.05 N 7418'OS -W-323.63' 2r N 74'18.08" WPOS
- SUMP+ 26.07 i -RIP-R p E 60' 2200' G H aMi4gNCE) /
T �� _ _ _ - - - - -- - 80 LF OF APRON-3 � BYPASS WE P 28.50' 12M 3L30'
PI�OPASt_-Ci C7L DITCH - • 0.20 - 28 y OUTLET W� 28.30' E 27.10' /
'—PD'TL— —PDTL ?ROPOSED C/L DITCH I /
PO 1t IE - 28.43' SUMP 26 KY
/ PDiL— /
RP -RAP '-PDTL— �� BOX PDTL IE - 27.30'
- 3200 - - - - -' - - - - APRON•N tE - 27.00'
pM _ - i / PROPOSED C/L DITCH
AB UP Of 24•
EXISTI,'VG 24'
- w W W
W w w W w w ---_
----- T ------ T — I — T--- — T T - T — T -- T T T T T — T T - _= T T T T / T —
540't TO NC HWY 133 TO SOUTHP012T /
(SPEED LIMIT 45 MPH)
- -- -wow A�/1
6
- ------
24 HR EMERGENCY CONTACT
MELINDA ROWLAND
(9W) 206-1053
BEFORE YOU DIG .........
1-800-632-4949 or 811
NORTH CAROLINA ONE -CALL CENTER, INC.
CALL 48 HOURS BEFORE YOU DIG!
CONTRACTOR SHALL COORDINATE THESE PLANS
WITH WALGREENS CRITERIA PLANS & SPECS. THE
STRICTEST SHALL GOVERN CONSTRUCTION.
NC GRID NORTH 1983
20' 0 20' 40'
1 INCH = 20'
dwCAPE FEAR
Engineering, Inc.
161Poole w Sue,lea
fth*le, NC2Wl
ML (910) 389•f094
FAX [phone]
w .c9pe/ewwvineeAng.can
N.C. U6en9e No. C-1621
FINAL DESIGN
NOT FOR CONSTRUCTION
PROJECT:
PROPOSED
STORE # 2530
NC HWY 211
Southport, NC 28379
APPLICANTS/OWNERS:
Fare Enterprises of
Rockingham, Inc.
1800 Rockingham Road, Suite 36
Rockingham, NC 28379
[phone]
NO. I DATE I BY I DESCRIPTION ICONST
REVISIONS
CERTIFICATION AND SEAL
I HEREBY CERTIFY THAT THIS
PLAN AND SPECIFICATION \`��.�ICARO t,
WAS PREPARED BY ME OR �.'
UNDER MY DIRECT zy� OQ`OFf-SS/ Cry t3s
SUPERVISION AND THAT I AM 3 �" QQ E•, y� .7 e
A DULY REGISTERED a SEAL =
ARCHITECT OR ENGINEER
UNDER THE LAWS OF THE ilk
STATE OF NORTH CAROLINA SL
AS SIGNIFIED BY MY HAND
AND SEAL. '4N......u►M`
9 WALGREENS (STORE #2530)
5098 SOUTHPORT-SUPPLY RD
J SOUTHPORT, NC
sP�
EROSION CONTROL PLAN
CADD PLOT: SCALE: 1" = 20' DRAWING NO.
ZCP.DWG
DRAWN BY:
VOID PLOT: MTH CA
DATE: 12/10/08
SUPERSEDES PLAN DATED: REVIEWED BY:
FCL OF DOGS.
•

FROM I B
FROM
STORMDRAIN �5U5DRAIN
COLLECTION SYSTEM
�q SYSTEM
I 0"I I I
A r--4—_od --I— --� A
EI G I
I i i
I I
6O� I 0 OUTLET WEIR TO
I I ROADSIDE DITCN
I I I
I I
L— — — — — - —J
60' RCP
Lj
FROM FROM
5TORMDRAIN SUBDRAIN
COLLECTION SYSTEM
B
FLAN
24' MPN-KXZ
l FRAH•E E COVER
TetFl RAT® 1•5-20 LOADING
( 6' SUBDRAIN I
1 e 2850'
�'-
I I
OUTLET WEIR TO
ROADSIDE DITCH
BYPASS WE
qRCP
OUTLET WaR
24
I E xxr
( I
CAST N PLACE 3X
w STANDARD WATER
VALVE BOX & COVER
z MARKED "UNDERORAIN"
TIP. FINISHED GRADE za
IN PAVED AREAS 1 �$ 4 �TYP. FINISHED GRADE 2•_0'
e4i IN UNPAVED AREAS
CONCRETE COLLAR (3000 PSI) a
OR APPROVED PRECAST COLLAR .4.
BASE COURSE zo ° . ' ; . VALVE
Q°
THREADED PLUG c ��
6"X4" WYE
a
°
- CONCRETE ENCASEMENT
0 3000 P.S.I.
PLAN
SOLVENT WELDED CAP
SECTION
PIPE MATERIAL
SCH. 40, SOLVENT WELD PVC 1120,
ASTM D-1785
SUBDRAINAGE CLEANOUT
NOT TO SCALE
FROM
SUBDRAIN Ill.
SYSTEM — — —
FROM 24' ROP
5TORMDRAIN -- 110-
COLLECTION
1 -O' CONCRETE EPDXY BEVELED TO
�— RESIST MOVENEW AWAY FROM
DIVERSION BOX WALL
L------J
12' CRUSHED STONE
FRAME I: COVER
TRAFFIC RATED FOR HS-20 LOADNG
I
1 ASS WEIR I
S.EV, 2850' FROM
I-0 28.50_ Z— — — LE. 28_5O� HH9
f'— SUBDRAIN
SYSTEM
FROM
a12� .�— 5TORMDRAIN
1I- 27.00r E. 27.00'I COLLECTION
I I
I
60' RCP
I i
I / i
SECTION A -A bQIE, BOX SHAII_ RESIST De1.ECTION AND MOTION SECTION B-B
U DM 100 PMC;&4T SARRATM SOY, CONDITION
OUTLET DIVERSION BOX DETAIL
NOT TO SCALE
3" MIN. 3" MIN, 24" MANHOLE
FRAME AND COVER
TRAFFIC RATED FOR HS-20 LOADINGS
1 NOTE:
I 1 BOX SIZE TO BE DETERMINED
BY PRECASTER
(- --- WALL THICKNESS: AS REQUIRED
I - 7 BY MANUFACTURER.
CONCRETE: 4,000 PSI 0 28 DAYS
KNOCK -OUT PANELS I I REINFORCING: AS REQUIRED BY MFR.
IN ALL WALLS (TYP.) I^ I t °I FOR HS-20 LOADINGS
T 6"
1} PLAN
BRICK, BLOCK, C
OR PRECAST BO
i
12" CRUSHED STONE
SECTION
gIiP["IWNLEO�i
JUNCTION BOX NOTES:
1. DIMENSIONS VARY WITH PIPE DIAMETER.
2. SHALL MEET NCOOT STANDARDS AND SPECIFICATIONS.
3. JUNCTION BOXES SHALL RESIST DEFLECTION AND MOTION
UNDER 100% SATURATED SOIL CONDITIONS.
0 LOADINGS
E
12' CRUSHED STONE
BACK OF CURB
v
FRAME, GRATE & HOOD
TRAFFIC RATED FOR HS-20 LOADING
N
M
6" . 9 2 -2�6"
I I
N I I
a
N
NOTE:
BOX SIZE TO BE DETERt
BY PRECASTER
SECTION X N � PLAN
--------- ------ ---------- —�
6" 3'-0" 6"
z
i0
I e
`N PIPE
CL
12"x12" OPENING FILLED
[— WITH STONE
SECTION Y
CURB INLET WITH SUMP
NOT TO SCALE
7
OUTFLOW
FRAME & GRATE
TRAFFIC RATED FOR HS-20 LOADINI
FOOTING (TYP.)
E�
PLAN
`r
FRAME & GRATE
TRAFFIC RATED FOR HS-20 LOADING
N
W
0_
Q
OUTFLOW PIPE —
FOOTING
UO
M ' t
#4 BARS 0 12"O.C. EACH WAY
i'-4"
6" #57 WASHED STONE (TYP.)
SECTION
CATCH BASIN
NOT TO SCALE
BACK OF CURB
IY
1
. :... .� NOTE: (
SECTION X BOX SIZE TO BE DETERMINED Y
BY PRECASTER
of SECTION Y
CURB INLET
NOT TO SCALE
FRAME, GRATE &
TRAFFIC RATED FOR HS-20 U
N
M
z 6"
—Y
BACK OF CURB
\p,pE 6" SUBDRAIN
N �
rn NOTE:
i0 BOX SIZE TO DETERMINED Y
1 BY PRECASETER
SECTION X N PLAN
NOTE: - - - - - - - - - -
T
6" SUBRAIN TO BE DIP WITH NO
JOINT INSIDE NOR LESS THAN
4- FEET FROM CURB INLET 6" 1q S-0" 6"
WALL. z
5 ....., .
PIPE ° tO PIPE
CL
Q ° 6" SUBDRAIN
En
� p D
SECTION Y
INTERFERENCE CURB INLET WITH SUMP
NOT TO SCALE
47 CAPE FEAR
Engineering, Inc.
151 Poo/e Rd, Sift IW
&lvllle.W2Wl
ML 010) 388.10"
FAX (810) 383-IM
www.cepefwmWinewrtng.wm
N.C. License N0. C-1621
FNOT
FINAL DESIGN
FOR CONSTRUCTION
PROJECT:
PROPOSED
STORE # 2530
NC HWY 211
Southport, NC 28379
APPLICANTS/OWNERS:
Fare Enterprises of
Rockingham, Inc.
1800 Rockingham Road, Suite 36
Rockingham, NC 28379
[phone]
NO. I DATE I BY I DESCRIPTION ICONST
REVISIONS
CERTIFICATION AND SEAL
I HEREBY CERTIFY THAT THISPLAN AND �N,aou�y ,
WAS PREPARED IBY ME R �"oQ-� FEFICATION ss R0 4
UNDER MY DIRECT
SUPERVISION AND THAT I AM SEAL
A DULY REGISTERED _
ARCHITECT OR ENGINEER
UNDER THE LAWS OF THE
STATE OF NORTH CAROLINA I
AS SIGNIFIED BY MY HAND Mq„Fps+i
AND SEAL.
WALGREENS (STORE #2530)
5098 SOUfHPORT-SUPPLY RD
SOUTHPORT,NC
J
ORMWATER & SUBDRAINAGE DETAILS
\Y`
ADD PLOT: SCALE: AS SHOWN DRAWING NO.
ZCP.DWG
DRAWN BY:
VOID PLOT: MTH Dw5
DATE: 1 /13/10
SUPERSEDES REVIEWED BY:
PLAN DATED:
FCL OF DWGS.

P6FM
TO EX15TING
'f— LOWE'S POND
FORESAY A
Cd7
•Hil
DESIGN
FLOW
225
GPM
DESIGN
HEAD
16.9
FT
NC GRID NORTH 1983
0 5 10 15
1 INCH = 5 FEET
6' PVC
Mk 0.2 FT ABOVE
ADJACENT GRADE
Mk V4' PER FOOT
�111111111111111111111-
I I
PROPOSED DUPLEX PUMPS
(ONE PUMP SHOWN FOR CLARITY)
I 1 17 HOPE • IS SLOPE
CRUSHED STONE
a ••1111111111111
12' CRUSHED STONE
STORMWATM PUMP STATION TQQ=LE MEIN
NOT TO SCALE
STORMWATER PUMP STATION NOTES:
1. UNLESS SPECIFICALLY NOTED HERE, STORMWATER PUMP STATION SHALL MEET WALGREEN'S LIFT STATION CRITERIA AND SPECIFICATIONS,
2. PUMP STATION FLOWRATE HAS BEEN SELECTED TO COMPLETELY DRAW DOWN THE STORMWATER STORAGE SYSTEM VOLUME IN APPROXIMATELY
7.4 HOURS
3. PUMP STATION FLOWRATE HAS BEEN SELECTED TO PROVIDE A SCOURING VELOCITY OF APPROXIMATELY 25 FPS.
4. CONTRACTOR SHALL ASSURE POSITIVE DRAINAGE FROM STORMWATER STORAGE SYSTEM INTO THE PUMP STATION WETWELL
5. CONTRACTOR SHALL ASSURE POSITIVE SURFACE DRAINAGE AWAY FROM THE PUMP STATION WETWELL AND TOWARDS THE STORMWATER
COLLECTION SYSTEM.
6. WETWELL AND ALL PUMP STATION APPURTENANCES ARE TO BE SEALED WATERTIGHT TO PREVENT SEEPAGE OF GROUNDWATER INTO THE
STORMWATER PUMP STATION.
7. OWNER OR OWNER'S REPRESENTATIVE SHALL CHECK PUMP OPERATION WEEKLY.
& IN THE EVENT OF PUMP FAILURE, FAILED PUMP TO BE REPAIRED IMMEDIATELY AND RETURNED TO SERVICE OR REPLACED BY SPARE PUMP
CAPABLE OF PROVIDING REQUIRED FLOWRATE
9. WETWELL SHALL BE REINFORCED CONCRETE
10. WETWELL ACCESS SHALL BE SECURED, APPROPRIATE FOR PUMP REPLACEMENT, EQUIPPED WITH FALL PREVENTION DEVICE, AND ADEQUATELY
RATED FOR PEDESTRIAN TRAFFIC.
11. WETWELL SHALL HAVE STAIR STEPS AFFIXED IN PLACE IN ACCORDANCE WITH BRUNSWICK COUNTY REQUIREMENTS FOR SANITARY SEWER PUMP
STATIONS.
STORMWATER PUMP STATION CONTROLS:
1. PUMP STATION CONTROLS SHALL BE DESIGNED TO MINIMIZE THE AMOUNT OF PUMP RUNTIME WRING RAINFALL EVENTS.
2. PUMP STATION CONTROLS SHALL BE DESIGNED TO DRAW DOWN ANY ACCUMULATED VOLUME EVERY SECOND DAY.
3. PUMP STATION CONTROL AND ELECTRICAL PANNELS SHALL BE DEAD -FRONT TYPE AND PAD LOCKED.
4. PUMP STATION SHALL HAVE AUDIBLE AND VISUAL ALARM.
dwCAPE FEAR
Engineering, Inc.
151 Poole Rd SWfe 100
6BNu19. NC23461
TEL [phone]"
FAX [phone]
www.capetweaginwnng.com
N.C. License No. C-1621
FINAL DESIGN
NOT FOR CONSTRUCTION
PROJECT:
PROPOSED
STORE # 2530
NC HWY 211
Southport, NC 28379
APPLICANTS/OWNERS:
Fare Enterprises of
Rockingham, Inc.
1800 Rockingham Road, Suite 36
Rockingham, NC 28379
[phone]
NO. I DATE I BY I DESCRIPTION ICONST
REVISIONS
CERTIFICATION AND SEAL
I HEREBY CERTIFY THAT THIS
PLAN AND SPECIFICATION
WAS PREPARED BY ME OR
UNDER MY DIRECT
SUPERVISION AND THAT I AM
A DULY REGISTERED
ARCHITECT OR ENGINEER
UNDER THE LAWS OF THE
STATE OF NORTH CAROLINA
AS SIGNIFIED BY MY HAND
AND SEAL.
WALGREENS (STORE #2530)
5098 SOUTHPORT-SUPPLY RD
SOUTHPORT,NC
STORMWATER PUMP STATION DETAILS
CADD PLOT:
ZCP.DWG
VOID PLOT:
SUPERSEDES
PLAN DATED:
SCALE: AS SHOWN I DRAWING NO.
DRAWN BY:
MTH
DATE: 1/13/10
REVIEWED BY:
FCL OF
D06
DWGS.

E 010-
G 30. bo .5
FEOF
�GI 7� I IiR
I���T� nRIZ i2 No GopWal"
`
OF6 5p
HOG 1 0 I
VER 1
6 In O A
To
ISOMETRIC
DROP INLET
SEDIMENT PROTECTION
NOT TO SCALE
TYPICAL ROAD SIDE DITCH
NOT TO SCALE
MULCHING MATERIALS AND APPLICATION RATES
MATERIAL
RATE PER ACRE
QUALITY
NOTES
STRAW
1-2 tons
Dry, unchopped,
unweathered; avoid weeds.
Shaulcome from whegqt or oats
I
�Pretabdy hand or mochine; musl
e acke down.
TEMPORARY SEEDING
SECTION
GRASS TYPE
OUNI
1 00
I IFIF
INITIAL
FERTILIZATION 1000 SF.
MAINTE ANCE
RYE GRAIN
1-2 LBS.
NOV. THRU JAN.
25 LBS. 10-10-10
NA
NA
NA
BROWNTOP MILLET
1-2 LBS.
JUNE THRU AUG.
25 LBS. 10-10-10
NA
NA
NA
PERMANENT SEEDING
GRASS TYPE
AMOUNT0S .
SEEDING
INITIAL
MAINTENANCE
BERMUDA, COMMON
1-2 LBS.
APR. THRU DUNE
25 LBS. 10-10-10
MARCH — APRIL
12 LBS. 10-10-10
EACH 4-8 WEEKS
1-2 LBS. N.
AUG. — SEPT.
12 LBS. 10-10-10
FESCUE, TALL
(KENTUCKY 31)
5-7 LBS.
SEPT. THRU OCT.
FEB. THRU OCT.
25 LBS 10-10-10
FEB. — MARCH
12 LBS. 10-10-10
MAY & DEC.
1/2 TO 1 LB. N.
SEPT. — OCT.
12 LBS. 10-10-10
SERICEA
LESPEDEZA (SLOPES)
1-2 LBS.
MARCH THRU APR.
25 LBS. 10-10-10
FEB. — MARCH
1/2 TO 1 I.B. N.
NA
SEEDING SCHEDULE
L
CAPE FEAR
Vp 1I
Engineering, Inc.
Posy 151 Pock Aid,
O FII)' STEE TEL [phone]"
G.� FAx [phone]
Pp i� www.cepe/eemVintedrg.can
God Ha ght and le yth va es with slope N.C. UCense N0. C-1821
R FpBR G
Soacina between check Boma
EXTENSION
FABRIC AND
INTO TRET
8'�pb
Mq
ISOMETRIC
SILT FENCE
SCALE 1/4*-1•-0*
C. = PIPE DIA
L, = APRON LENGTH
W = APRON WIDTH
3 X PIPE DIA. MIN
d = APRON DEPTH
NOTES: -�-�
I=IIII�i
SEE APPROPRIATE SCHEDULE FOR DIMENSIONS 42
1. Lo is the length of the riprap apron.
2. d = 1.5 times the maximum stone diameter
but not less than 6e.
3. A filter blanket or filter fabric should be installed
between the riprap and soil foundation.
RIPRAP
PLAN
FABRIC
SECTION A -A
AT PIPE OUTLET
NOT TO SCALE
APRON A
Do (IN.)
Lo (FT.
N (FT.
I d (IN.)
CLASS
1
18,
7.5'
5'
12'
B
2
24"
10,
b'
12'
B
3
N/A
10'
8'
12'
8
RIPRAP AT PIPE OUTLET
Finished grade
12•
Stabilenkc filter fabrics L—NO. 57 stone
o a N). lag ciW0 14
Construction
Stara check dame should be constructed of rip —rep varying in size with no pieces
wei hinq more than 150 lbs. At least 20 percent of donee, excluding spoils should
weigh mom than 00 lbs.• and no more than 20 percent of the atones, excluding
$palls• should weigh loan than 25 lbs. The stone should be placed according to the
configuration in plate 1.548. Hand or mechanical placement will be necessary to
achieve complete coverage of ditch or male and to insure that the center of the
dam is lower than the edges.
Regular inspections should be made to insure that the center of the dam is lower
than the edges. Erosion caused by high flows around the edges of the dam should
be corrected immediately. Removal of sediment shall take piece, when the height of
the sediment roaches one half the height of dam. Clean the surface of the rip —rep
to allow continued troppi% of the sediment with passage of storm water runoff.
Removal
Check dame should be removed when their useful life has been completed. In
temporary ditches and males, dams should be removed and the ditch filled in when
they are no longer needed. In permanent structures, check dame should be
removed when a permanent lining can be Instoeed. In the case of gross —fined
ditches, check dams should be removed when the gross has grown sufficiently to
protect the ditch or male. The area beneath the check dame should be seeded
and mulched immediately after they are removed.
STONE CHECK DAM
NOT TO SCALE
26'
35' t I5' t FILTER FABRIC
UNDERLAYMENT WITH
A MINIMUM 2 FEET
OVERLAP AT SEAMS
SECTION'
TEMP. CONSTRUCTION
ENTRANCE
NOT TO SCALE
FINAL DESIGN
NOT FOR CONSTRUCTION
PROJECT:
PROPOSED
STORE # 2530
NC HWY 211
Southport, NC 28379
APPLICANTS/OWNERS:
Fare Enterprises of
Rockingham, Inc.
1800 Rockingham Road, Suite 36
Rockingham, NC 28379
[phone]
I NO. 1 DATE I BY I DESCRIPTION ICONSTI
CERTIFICATION AND SEAL
I HEREBY CERTIFY THAT THIS 50""j%
PLAN AND SPECIFICATION qN CA.9
WAS PREPARED BY ME OR p�OFESs/ 11%, UNDER MY DIRECT QQ ?-41-fvr
SUPERVISION AND THAT I AM SEAL
A DULY REGISTERED 30
ARCHITECT OR ENGINEER
UNDER THE LAWS OF THE
STATE OF NORTH CAROLINA
AS SIGNIFIED BY MY HAND
AND SEAL.
WALGREENS (STORE #2530)
5098 SOUTHPORT-SUPPLY RD
SOUTHPORT,NC
EROSION CONTROL DETAILS
TC PLOT: SCALE: AS SHOWN DRAWING NO.
CP.DWG
DRAWN BY:
VOID PLOT: MTH D11117
DATE: 1 /13/10
SUPERSEDES PLAN DATED: REVIEWED BY:
FCL I OF DINGS.
C
u