SW6120103_APPROVED PLANS_20120217

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW
DOC TYPE
El CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
DOC DATE
YYYYMMDD

OWNER DEVELOPER
GLM FAYETTEVILLE BUNCE, LLC
3715 NORTHSIDE PKWY., NW
BLDG. 200, SUITE 750
ATLANTA, GEORGIA 30327
770-512-8200
SURVEYOR
GEORGE L. LOTT
126 ROWLAND CIRCLE
FAYETTEVILLE, NC 28301
910-494-2178
CIVIL ENGINEER
SDG ENGINEERING
P.O. BOX 680963
MARIETTA, GA 30068
678-560-4161
24 HOUR CONTACT
SCOTT A. MOORE
678-296-7710
,,ef h en
c'e f 9 ror,
NORTH
CAROLINA
ONE —CALL
CENTER V
BEFORE ANY EXCAVATION WORK BEGINS OR ANY WORK BEGINS
WITHIN TEN(10') FT. OF OVERHEAD POWER LINES OF 750 VOLTS OR
MORE, NOTIFICATION MUST BE MADE TO THE UTILITIES PROTECTION
CENTER (UPC) AT 1-800-632-4949
STORE #15151
WALGREENS PHARMACY
6330 RAEFORD ROAD
CITY OF FAYETTEVILLE
PIN No. 0407-30-0505, 09117 0724; 0407-20-96 65 9812
CUMBERLAND COUNTY, NORTH CAROLINA
SHEET INDEX
COVER SHEE'
ALTA/ACSM SURVEY
1 - DEMOLITION PLAN
2 - SITE PLAN
3A - UTILITY PLAN
313 - WATER AND SEWER DETAILS
3C - WATER PLAN AND PROFILE
4A - GRADING PLAN (30 SCALE)
4B - GRADING PLAN (20 SCALE)
4C - GRADING PLAN (20 SCALE)
5 - E&SC PLAN
6A -
E&SC DETAILS
6B -
E&SC DETAILS
6C --
E&SC DETAILS
7 --
CONSTRUCTION
DETAILS
8A -
CONSTRUCTION
DETAILS
AND PROFILES
8B -
CONSTRUCTICN
DETAILS
AND PROFILES
9A -
NC DOT PLAN
- RAEFORD ROAD
913 --
NC DOT PLAN
- BUNCE
ROAD
9C --
NC DOT PLAN
-- BUNCE
ROAD
10 -- NC DOT DETAILS
L1 -- LANDSCAPE PLANTING PLAN
L2 - PLANTING SPECIFICATIONS
PLANS EXPIRE 24 MONTHS FROM APPROVAL UNLESS LAND
DISTURBANCE PERMIT IS ISSUED BY DEVELOPMENT INSPECTOR.
a
WILSON AVE. N n
SITE F
RAEFORD R .
0
z
CD Q
z z
m �
� z
z
CITY OF
FAYETTEVILLE, NC
VICINITY MAP
SCALE: NONE
CAUTION — NOTICE TO CONTRACTOR
THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR
ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON
RECORDS OF THE VARIOUS UTILITY COMPANIES AND, WHERE POSSIBLE,
MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED
ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE
LOCAL UTILITY LOCATION CENTER AT LEAST 48 HOURS BEFORE ANY
EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF THE UTILITIES. IT
SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL
EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED UTILITIES SHOWN ON
THE PLANS.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO EXISTING
IMPROVEMENTS AND UTILITIES AND SHALL REPAIR ANY DAMAGE AT HIS
EXPENSE.
PRIOR TO ANY CONSTRUCTION, THE CONTRACTOR SHALL VERIFY THE
LOCATION OF ALL EXISTING UTILITIES AND GRAVITY STORM AND SANITARY
SEWER LINES TO DETERMINE THE ACCURACY OF SURVEY INFORMATION
REFLECTED ON THESE DRAWINGS. ADDITIONALLY, THE CONTRACTOR
SHALL VERIFY THE ELEVATIONS OF ALL CONNECTIONS RELATIVE TO THOSE
SHOWN ON THESE DRAWINGS. IF DISCREPANCIES ARE DETERMINED
CONTACT THE ENGINEER.
N OTE:
PRIOR TO ANY CONSTRUCTION, THE CONTRACTOR SHALL VERIFY THE
LOCATION OF ALL EXISTING UTILITIES AND GRAVITY STORM AND SANITARY
SEWER LINES TO DETERMINE THE ACCURACY OF SURVEY INFORMATION
REFLECTED ON THESE DRAWINGS. ADDITIONALLY, THE CONTRACTOR SHALL
VERIFY THE ELEVATIONS OF ALL CONNECTIONS RELATIVE TO THOSE SHOWN
ON THESE DRAWINGS. IF DISCREPANCIES ARE DETERMINED CONTACT THE
ENGINEER.
PROPOSED USE: RETAIL DRUG STORE
TOTAL SITE AREA: 2.56 ACRES
ivTAL IMPERVIOUS AREA:
EXISTING: 1.05 ACRES OR 41.0 X
PROPOSED: 1.31 ACRES OR 47.2 %
BUILDING AREA: 14,820 SF GROSS
NET SALES: 10,468 SF
SERVICE/STORAGE: 4,352 SF
REQUIRED PARKING: 1 SP/200 SF NET SALES = 53 SPACES
PROPOSED PARKING: 55 SPACES
ZONING: C1P (INCLUDES 3 HC SPACES)
SETBACKS: (REQUIRED SETBACKS: 50 FEET FROM RAEFORD AND
BUNCE ROAD, 30 FEET FROM THE PROPERTY LINE TO THE NORTH AND
THE PROPERTY LINE TO THE EAST IS TO BE ZERO LOT LINE.) THE
BUILDINGS SHALL COMPLY WITH THE NC BUILDING CODE REGARDING
SETBACKS AND/OR FIRE WALLS.
yt.,�l7i 01]A51gflE�
SDG PROJECT No. 10305
DATE:
08/05/11
REVISED:
08/23/11
REVISED:
10/13/11
REVISED:
10/24/11
REVISED:
11 /14/11
REVISED:
12/01 /11

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ATEMENT
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3961 /184
Ray Owens
3961 /184
V--""' �,..,,,,.,.,....... H...... - __1184 a6 54 W ,82 I5'
Tract 3B
Rogers & Breece. Inc.
7367,'886
PS 63 PG 92
pin # 0407-30-2720
2.55 acres
(shown as lot 2 PB 63 PG 92)
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f? r / �vcR£ / �6 1 EXIST CHAIN
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9 TO R MAIN
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( IN FEET } I \ a I 4 1 nJA N��* 1 WALKER P 1 Mp�O P!N# 0407-30 911
1.
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i inch = 30 ft. 1 � r� / C� A ��I�N 1 739 18 P10� 7 TRACT 1B
I EXIST 14.2 , 0) 1 PIN # 04Q7 20 9812 Q I
DEMOLITION NOTES: y ' �� I, /TINp 211.E \ 7--, rRET TRACT 1A 5 s ll Il t
/ I
1. IN ORDER TO PROTECT ADJACENT PROPERTIES AND WATER RESOURCES FROM SOIL I � 1
EROSION AND SEDIMENTATION, THE DEMOLITION CONTRACTOR SHALL CONSTRUCT EROS10 I vi \ s
CONTROL MEASURES PER THE EROSION CONTROL PLAN AS NECESSARY DURING DEMOUTI
OPERATIONS. ADDITIONAL MEASURES MAY BY REQUIRED AS DIRECTED BY THE ENGINEER, WV I IST 8 C) \ t
CITY INSPECTOR OR THE OWNER 1 \ �P4P,
2. ANY DISCREPANCIES BETWEEN THIS PLAN AND ACTUAL FIELDrNDITIONS SHALL BE I 1\ 1,+ � �gM W p1SBROUGHT TO THE ATTENTION OF THE OWNER'S REPRESENTATIVETHE ENGINEER PRIOR i I EXIS MAIN 4 �� / DOS SZ,<�.2=
TO THE COMMENCEMENT OF ANY DEMOLITION. 1 \� ATR \1 ESN
�I W
3. THE DEMOLITION CONTRACTOR SHALL LOCATE, IDENTIFY PROPER�Y, TERMINATE, AND 111 1 O %1c
MARK ALL EXISTING UTILITIES THAT SHALL REMAIN WITHIN THE DEMOLITION AREA TO
PROTECT THEM FROM DAMAGE. \\\ 11 1\ \y v
4. THE DEMOLITION CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES, CITY INSPECTIONS,
TOSNCIATED CITY TE INTERRUPTION OFPANYMENTS. THE FIRE UTILIITY SERVICE. M NOTIFICATIONDMUSTEBE MADE PER TTM� PRIOR
PROJECT SPECIFICATIONS. THE DEMOLITION CONTRACTOR IS RESPONSIBLE FOR
COORDINATION WITH AND ADHERENCE TO EACH UTILITY COMPANY, CITY UTILITY DEPARTMENT,
AND FIRE MARSHAL REGULATIONS REGARDING SERVICE INTERRUPTION. 1� II + 0 I
5. THE DEMOLITION CONTRACTOR SHALL PROTECT ALL LANDSCAPING AND OTHER FEATURES iii II o,�, 1 11 1
DESIGNATED TO REMAIN AND REPLACE ALL ITEMS THAT ARE DISTURBED DURING DEMOLITION. \\ ` 1 �\ )o
6. THE CONTRACTOR SHALL CONDUCT ALL DEMOLITION OPERATIONS WITH MINIMUM ll 11 II 'J �1�z1�
INTERFERENCE TO PUBLIC AND/OR PRIVATE ACCESSES AND FACILITIES. ALL AREAS OUTSIDE
OF THE PAVEMENT REMOVAL LINE MUST BE MAINTAINED FOR PUBLIC ACCESS A THROUGH
LANE SHALL BE MAINTAINED BEHIND THE BUILDING. EXIST 8".INd �II l�Ifr ``` TO REMAIN /
(AQUA NC)
7. THE DEMOLITION CONTRACTOR SHALL PROTECT BENCH MARKS, PROPERTY CORNERS, AND T �11/
ALL OTHER SURVEY MONUMENTS FROM DAMAGE OR DISPLACEMENT. IF A MARKER IS i�
REMOVED OR DISTURBED, IT SHALL BE REPLACED BY A LICENSED LAND SURVEYOR. 1� \ / NJ St a 1
- TO EMAI P1�
8. THE DEMOLITION CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL MEASURES AS REQUIRED
IN ACCORDANCE WITH THE US DEPT. OF TRANSPORTATION MANUAL OF UNIFORM TRAFFIC
CONTROL DEVICES AND GOVERNING AGENCY REQUIREMENTS, TO BE
9. DEPRESSIONS AND VOID AREAS CAUSED BY DEMOLITION WORK SHALL BE FILLED TO 1' � EMOVE�
SUBGRADE AND PROPERLY COMPACTED. THE CONTRACTOR SHALL SLOPE ALL DISTURBED
1 1
AREAS TO DRAIN IN ORDER TO AVOID PONDING. o �Pp \1 ll EX! T.11 A
I II
e1 MAIL dX
10. THE DEMOLITION CONTRACTOR SHALL ACQUIRE ALL PERMITS AND PAY ALL ASSOCIATED W 1 1 1 1 TO B 1 j
FEES PERTAINING TO THE DEMOLITION AND DISPOSAL REQUIREMENTS. HE SHALL BE .0 1 1' 1To B I� 1
RESPONSIBLE FOR ADHERENCE TO ALL LOCAL, STATE, AND FEDERAL REQUIREMENTS I
REGARDING THIS WORK. IF THERE ARE NO LOCAL, STATE OR FEDERAL REQUIREMENTS THE 1 11 1 1
DEMOLITION CONTRACTOR SHALL ACQUIRE AN ENGINEER'S CERTIFICATION THAT THE WORK 1 EXIST C RB A,)
HAS BEEN PERFORMED IN ACCORDANCE WITH THE APPROVED PLANS. j l 1 \ NO R I D Ex
I + 1 1 0 BE I OVED I iT E
11. THE DEMOLITION CONTRACTOR SHALL COORDINATE THE DEMOLITION TO LEAVE ACCESS1 1 II l
AND UTILITY SERVICE TO THE NEIGHBORING BUILDINGS AT ALL TIMES.
12. THE DEMOLITION CONTRACTOR SHALL FIELD LOCATE, MARK AND PROTECT ALL EXISTING ti 1 8) WAR C TH DROP
UTILITIES WHICH SHALL REMAIN. v 1 1 I IN PRO C�ION
I 1 I I Exlsr. I81
13. THE FOUNDATION, FLOOR SLABS, ALL UTILITIES, EXISTING CURB AND GUTTER, PAVING, ' l 'EXIST 12" 1 1l EXI
7
AND LIGHT POLES OF THE EXISTING SITE SHALL BE REMOVED AS NOTED ON THIS PLAN. N � WA TE MAIN i I INV02 E[II
AIN
14. AS REQUIRED, THE CONTRACTOR SHALL COORDINATE ANY EXISTING UNDERGROUND `i' 1 1 I, \
STORAGE TANK AND MONITORING WELL REMOVAL WITH THE THE ENVIRONMENTAL I 1 I 111 EXIST. SION
CONSULTANT. f E REMZ9
I EXIST DWCB I EXIST I 2 lH
TOR=215.0 I AQUA N )
UTILITY CONTACTS �° II IN1�209.3 I o E AIN Cx1� I
I TIN V EM9IN (24" QU)5p RCPP 1
�I
-13
SRF+I
6
EXI�213' 8 - - - ice//
\ 1 \\ CONPAp Ichrnaberr re TO REMAIN
1
�0 BE REM 4 1NE A NA MAE WADDELL
ERTY SUBDIVISION
16 1 PB 18, ,PG 12 \ / IN
'�.
ALL 11 11 CONCRETE
RA�6/155 1 EXIS�E
ONEO C1P 1\ 1 EXISTS D l
NCR 0`v rHAIN /
\� 5LoO. 3 1 SINK FEREM �D // / 1
SF B /
\\ �32�6D�
RAY OWENS
39611784
ZONED R6
TO BE
REMOVED
W"�gAzz4cAw
FACILITIES PLANNING AND DESIGN
200 WILMONT ROAD, DEERFIELD, IL
• 847-940-2500 60015-4616
PROJECT TYPE
DRAWINGS/SPECIFICATfONS BY:
❑ WALGREENS'
LANDLORD'S CONSULTANT
ALL CONSTRUCTION WORK, UNLESS NOTED OTHERWISE, BY:
❑ WALGREENS' CONTRACTOR
LANDLORD'S CONTRACTOR (TURNKEY CONSTRUCTION)
STORE BUILDING
NEW...........
/
REMODELING . . . . . 0
NEW...........
EXISTING ❑
RELOCATION . . . . . . ❑
. .
NEW SHELL ONLY . . . ❑
OTHERS . . [:1
",I t
SO B= 'S° �''� // TOA EMAINODS CONSTRUCTION SCHEDULE
N
11 �J1 ?� _ - \ ✓ / 1 1 1. OBTAIN PLAN APPROVAL AND OTHER APPLICABLE PERMITS.
E 1 1 Z FLAG THE LIMITS OF DISTURBANCE AND THE BUFFER AREA.
p�10 - - - - \ / 1 3. HOLD PRECONSTRUCTION CONFERENCE AT LEAST ONE WEEK PRIOR TO
twin Peco 'f0 gE REM 26 1 / 4. STARTING
ALL SEDIMENT BASIN AS THE FIRST CONSTRUCTION ACTIVITY TO INCLUDE THE
- TR CT / Z �' I / 1 T CHAIN TEMPORARY DEWATERING DEVICE (SKIMMER), SURFACE ROUGHENING ON 2.50 SLOPES
LI / EXIST.
' FENCE AND BAFFLES
21 �- PIN# 0407-2 16 ( -� _ \� x / UN Mp,IN 5, INSTALL INLET PROTECTION ON EXISTING STORM STRUCTURES ONSITE AND OFFSITE.
TAL DEED REF. 4774�886 \ �3 _ Y /`� 1 10 RE INSTALL CONSTRUCTION ENTRANCE/EXIT. INSTALL PERIMETER SEDIMENT BARRIER
- r (SILT FENCE).
E PE �1E� TRACT ONE 1 / 1
PH'C4 REMP� / 1 S. BEGIN DEMOLITION OF EXISTING STRUCTURES AND APPERTUNANCES AS SHOWN ON
I U f , THE DEMOLITION PLAN.
7. CONSTRUCT TEMPORARY DIVERSIONS TO SEDIMENT BASIN AND EXISTING STORM
6, � �\ \ � i � STRUCTURES AND VEGETATE DISTURBED AREAS.
TRACT 28 / 8. ROUGH GRADE SITE, STOCKPILE. TOPSOIL. CONSTRUCT CONCRETE FLUMES, INSTALL
1 1 I N EXIST. SEPT1 TANK.,-` 1 - - 1 1 CULVERTS AND DRAINAGE STRUCTURES. INSTALL INLET PROTECTION ON PROPOSED
TO REMO D, / / p POWELf STORM STRUCTURES.
i O PIN# 0407-30L072 1 9. MAINTAIN ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES TO INCLUDE
x Iq �z EXIST. T - DEED REF- 47�j 4/88 1 PERIODIC DRESSING OF THE CONSTRUCTION EXIT, REMOVAL OF SEDIMENT FROM THE
1� s" GREAS \ r -216� - _ - �9, EXIST CHAIN TRACT TWO / SEDIMENT BASIN, TEMPORARY DIVERION CHANNELS AND INLET SEDIMENT PROTECTION
TRAP EXIST. DOC PEN LINK FENCE / DEVICES WHEN HALF FULL TEMPORARY SEEDING AND MULCHING DISTURBED AREAS
' I m �" -� 1 x To BE �1' THAT ARE TO BE LEFT BARE FOR MORE THAN 7 DAYS.
1 I \ x 1 TO BE 1 `/ TO BE REMOVED REMOVED TO BE REMOVED 3 1 1 10. INSTALL UTILITY LINES TO INCLUDE WATER/SEWER/GAS AND POWER.
\ \� 1 c� REMOVE 1 1ST Z ❑a 1 11. CONSTRUCT BUILDING.
\ fir► � = 1 S� rni ; � - � � P PA E 2�7 �j�J5 1 12. FINISH THE SLOPES AROUND BUILDINGS AS SOON AS ROUGH GRADING IS COMPLETE.
1 D 1 "� D TA X EXIST, WOOD_ 3� �" E N TRACT 36 LEAVE THE SURFACE SLIGHTLY ROUGHENED AND VEGETATE AND MULCH IMMEDIATELY.
, TO BE T1EEI-ERE VED =Gj Z + ! 13. INSTALL CURB AND GUTTER. PAVEMENT AND REMOVE TEMPORARY
In Q m I I ROGERS & BREECE, INC.
o- 1 '-1 1 REMOVE N I DIVERSION CHANNELS
Xfs 1 J \ 1 1 EX ST _ 15 EXIST TRASx BIN 1 4 73671886 14. FINE GRADE AND INSTALL FINAL LANDSCAPING TO INCLUDE SODDING
}r / d \ �` 1 1 a - UMPSTER �� , _ } PB 53, PG 92 15. TEMPORARY DEWATERING DEVICE (SKIMMER) SHALL BE REMOVED AND REPLACED
$W G r 1 1 1 T. /� X _¢ _ 1TO BE REMOVED - PIN# 0407-30-2720 W/PERMANENT Wq DEVICE (WATERMANN WHEN SITE I5 85% STABILIZED.
PAD
0 iy 1 ` �j P LP } 2, 55 ACRES 16. INSTALL RIPRAP OUTLET PROTECTION.
TPP O - P\___SL P I f I } TO f EMAIN ZONED CIP 17. REMOVE SILT FENCE. INLET PROTECTION DF.'tA.CcS AND CONSTRUCTION EXIT. REMOVE
\ I } BAFFLES FROM SEDIMENT BASIN.
I IN \ �} � - E7�5- CONCRETE AD I I I 1 (SHOWN AS LOT, PB 63, PG 92) 18. ALL EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE INSPECTED DAILY.
EXIST. CHA
I K FENCE 1 P L I X`,ST � C»'vbTETE-GURB TO Bt` EMOVED� } 1 NEEDEDREPAIRS AND MAINTENANCE SHALL BE MADE IMMEDIATELY.
T- •�' I 0 BE REMO fS \ - -li - 1 19. ESTIMATED LIME BEFORE FINAL STABILIZATION - 5 MONTHS.
X 1--216
�E OVED - / CO - ro 6' 0 ° 1��1 � ! l
ROAIN � �z1 _ - � To B 1�. I _ � , _ } I NOTE:
TO BE REMO D T,, Ip -13J
1 I I I- I I PRIOR TO ANY CONSTRUCTION, THE CONTRACTOR SHALL VERIFY THE
/ > WM'S owl BE p � REMOVED III I I LOCATION OF ALL EXISTING UTILITIES AND GRAVITY STORM AND SANITARY
p� 1 I SEWER UNES TO DETERMINE THE ACCURACY OF SURVEY INFORMATION
1' � r TO BERM M D G �" c� l �►� I I I I I N I REFLECTED ON THESE DRAWINGS- ADDITIONALLY, THE CONTRACTOR SHALL
j 1 EX157_ AI OD CM `gE REMp� SONRY ULC WOOD '0�z 1 ill If I I - _ t - ✓ �, i VERIFY THE ELEVATIONS OF ALL CONNECTIONS RELATIVE TO THOSE SHOWN
iv ,XST. PO.SS�,TS �0 y MA EXIST OLA D o I 7 `1 I ON THESE DRAWINGS. IF DISCREPANCIES ARE DETERMINED CONTACT THE
1 TO DRIVLE OVED BSE 1REI OVED `II EXIST. ONE S 5o59 2 6.7 D `pSr PER �ECREMO O m 1 � i i 0 I I 1 II ENGINEER.
TELEPHONE: AT&T 1 I _ I ST. I } rill EXI FF� REMovE 1U] 1 I I �. I I I I CAUTION - NOTICE TO CONTRACTOR
910-860-2000 4 I 18" RCP 8 C B I T I 1
1 1 I E 1ST. I Q TO MAIN 1 {P 1 TO �E gE �0 1 I I - - I I THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR
POWER: PUBLIC WORKS COMMISSION (PWC W I TO RE fall / \REMQVED1 �OEMO�D _ �1 I I - I I I I I ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON
ELECTRICAL ENGINEERING EXIST. CB _ ' \ 1 �� 1 11 R �� I exlsiT. I I
TOP=212.4 EXIST. l 1 \ s ICO 1 - TA �� �6 � C0 _ 1 PAR4NG 4 MEASUREMENTS TS TAKEN OIN THE FIELD. OMTHEIINFORMATION
FORMA 0 IS NOTTOBE RELIED
910-223-4514 q IN To BE SPA s
INV=209.1 1 TO R A N 4 1 1 \ 1 FOUN - - --�T - I ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE
GAS: NC NATURAL GAS CORPORATION TO REMAIN I 4 I ` l 1 1 1 1 -217 D EXIST - _ C �f'1 lEI�flVEDp-g�
I Elxisr ORM AbH } EXIS C8 A l �21& "� 1 rn ! � 1 LOCAL UTILITY LOCATION CENTER AT LEAST 48 HOURS BEFORE ANY
1-877- 213-1053 y ll \ • �1 RE 0 _ - ASK J- t 1 1 I 1 I 1 EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF THE UTILITIES. IT
EXIST. 8" WL I�`y T =214.6 I TOP= 15.6 I' I 1 1 1 1j E Soo- - T 1 1 1 J I I I 1 SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL
(AQUA NC) 11 V=2 9.3 I INV=209.9 4 1 N 10 ET- 1 1 1 I 1 EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED UTILITIES SHOWN ON
WATER: PUBLIC WORKS COMMISSION (PWC 1 I 1 V=2 a.s �� P P (1 1 11 6 - �Or���l 1 1 I_ I I I 1
WATER RESOURCES ENGINEERING PI o RE ,pI 1 P jTO REMAIN I \ I 1 �E 1 \� \ 111 EM 1 ` i THE PLANS.
910-223-4730 TOI REMAIN ST AL BOX / o l 1 1 1Rj-s� yv\u,
/\ I , 1 Il 1_ I 1 _ I THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO EXISTING
SANITARY SEWER: PUBLIC WORKS COMMISSION (PWC \ 7/cn"' \ x �� 111 yl 1 TRACT 3A _ IMPROVEMENTS AND UTILITIES AND SHALL REPAIR ANY DAMAGE AT HIS
FIBER OPTIC SIGN / mil- 111` �I \ I ! I EXPENSE.
WATER RESOURCES ENGINEERING a EXIST. 1 � � °' �� to 11 TO �14 1� J L� ROGERS & RECCE, INC. pry �' -I \ I I PRIOR TO ANY CONSTRUCTION, THE CONTRACTOR SHALL VERIFY THE
910-223-4730 TO REMAIN o �/j aroma to 1REMO�IE� �_ - - 63, PG 92 ��� �- - 1 I
1�J24" RCP I z z 1 /� 1 _ PIN# 0407-30-050 I 1 LOCATION OF ALL EXISTING UTILITIES AND GRAVITY STORM AND SANITARY
OWNER /DEVELOPER
GLM FAYETTEVILLE BUNCE, LLC
3715 NORTHSIDE PKWY., NW
BLDG. 200, SUITE 750
ATLANTA, GEORGIA 30327
770-512-8200
SURVEYOR
GEORGE L. LOTT
126 ROWLAND CIRCLE
FAYETTEVILLE, NC 28301
910- 494- 2178
CIVIL ENGINEER
SDG ENGINEERING
P.O. BOX 680963
MARIETTA, GA 30068
678-560-4161
24 HOUR CONTACT
SCOTT A. MOORE
678--296-7710
ser h eo
NORTH
CAROLINA
ONE -CALL
CENTER
,\e >; 9 roe.
BEFORE ANY EXCAVATION WORK BEGINS OR ANY WORK BEGINS
WITHIN TEN(10') FT, OF OVERHEAD POWER LINES OF 750 VOLTS OR
MORE, NOTIFICATION MUST BE MADE TO THE UTILITIES PROTECTION
CENTER (UPC) AT 1-800-632-4949
FIBER OPTIC TO REMAIN c, r 70 C 1 EXIST MAIL�DaE (��.\ / I I \ I SEWER LINES TO DETERMINE THE ACCURACY OF SURVEY INFORMATION
BOX / 1 fi t EXI T / m 1 `�1 1 TO>� AEMQWD 33511667 �+ I I I 1
! OIL \��� I11 I I \ I REFLECTED ON THESE DRAWINGS. ADDITIONALLY, THE CONTRACTOR
TO REMAINCC / I-, FIB OPTIC 1 FIST 4" P b5 - - - - -,- -1- I Ill 1 I \ 1 I SHALL VERIFY THE ELEVATIONS OF ALL CONNECTIONS RELATIVE TO THOSE
/ �"i EX T CAB BOX 1 �i al SAN. SEWER 1 ��\ _ I _ I 1 j
EXIST. POWER / 3a I 18' RCP D \ -� ( _ SHOWN ON THESE DRAWINGS. IF DISCREPANCIES ARE DETERMINED
METER / I r,1 -P �0 MAIN 1 \ Ill TO BE REMOWD'� 1 1 ly _ v 111 I EXI Y 1 I CONTACT THE ENGINEER.
EXIST SIGNAL BOX a \ I\METAL \ \\ \ �l sOTO BE O l 1 1� _ v - LP TO B IREMOYED12" R P I I I
TO REMAIN i 1 z Z I TRAFFIC \ \ �1 Il 1 L -L �� EXIST. + I RE� OVEDI i
!G Ppp L \ �1 P ELECTRICAL X X I
EXIST 5TORM MH TS TS 1 T 0 MAIN \ �� 1 1 �L -L� i °'OUTLET
TOP=214.2 // 80 CURB INLET 1 \ 1 l �-; _ - -_ B>r X I X
INV=198.8 ~ � L- 1 f REMOVED I 3
TO REMAIN PROlEC110hI� {PIGS) t \ - X .�� r EXlsr.
EXIST. CB A2 EZ~ EXIST. SIGN
'� •- �/ / / METAL `� \ \ EXIST - 18" RCP TO BE
- - - TOR=215. \ EMOVED s - - -
3T. _ D / P SIG AL P ! P.INV=210. 1@'REMAI X 1h TO REMAIN REMOVED _ _/ - - �21 -SIGNAL POLE TO R M - - 6 - - ? 5 J -215 - _ z
RCP i TO REMAIN f ~-- -p IP 27
�\ "--�-----�� ---- -�
EXIST. HC I EXI T. } - 1rl PP REMAIN s� 2��� - / - - - } - - _ - y -
P P _ P �� 715-�� TO BE
RAMPS I SIGG 1 - EXIST DRI VEWA_ L - - - -- - -- - - - -�^
/ TO REMAIN I TO B EX! - TO BF REMOVED RELOCATED - ` - _ - _ - -
I I R 0 Bury � EXIST. CB A3 Q EXIST CURB S_ l /
FLUME EXIST 4"
TOP= 213.9 EX1 ST. _
EXIST. 1 AND GUTTER PVC SAN. EXIST. CB A
INV=211.5 TOP=214.4 EXIST. CURB S
1 TO REMAIN P-214.6
15" RCP 6� TO REMAIN a SEWER EXIST. SAN 2]2.1 1�=212 0 AND GUTTER-
- EXIST 12" / - TO REMAIN II 1 2� ! TO REMAIN 0 BE REMOVED TONED EXIST 8"
SEWER MH TO REMAIN
- WA TER MAIN 1 \ \ H WARE CL TH DROP �._- TAD=216.0 SEINER
AI \ 1N ET PROTECTION INV=208.5 _ �TO REMAIN
TO REMAIN 4 HARDWARE CLOTH DROP
INLET PROTECTION
- 11 EXIST SWCB --$T!' T CONCRL TE MEDIAN
1 TOP=215.7 a REMAIN
i INV=210.6 / EXIST. - - %� - -- /- _1� ------
TO -
I REMAIN XI T SWCB - / ~� SIGN SKINT � ---------
TO EXIST CONCRETE MEN �� _�
}/\ -
RAEFORD ROAD 150 /_vv \
45 M42 000 ted speed--
12" wV w `� ADT
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0
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w
- WILSON AVE.
z"
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SITE
RAEFORD RD.
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CITY OF
FAYETTEVILLE, NC
VICINITY MAP
SCALE: NNE
ENGINEER
SDG ENGINEERING
P.O. BOX 680963
MARIETTA, GEORGIA 30068-0017
678-560-4161
SDG PROJECT No, 10305
CLIENT
GLM FAYETTEVILLE BUNCE, LLC
3715 NORTHSIDE PKWY., NW
BLDG. 200, SUITE 750
ATLANTA, GEORGIA 30327
770- 512- 8200
2 1 10/13/11 HJW PER CITY COMMENTS
1 08/23/11 MDR PER DENR COMMENTS
NO. DATE BY 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.
STORE #15151
PROJECT NAME
WALGREENS PHARMACY
6330 RAEFORD ROAD
CITY OF FAYETTEVILLE
PIN No. 0407-30-0505, 0911, 0724; 0407-20-9616, 9812
CUMBERLAND COUNTY, NORTH CAROLINA
DRAWING TITLE
DEMOLITION PLAN
CADD PLOT: SCALE: 1" = 30' 1DRAWINGNO.
VOID PLOT:
SUPERSEDES
PLAN DATED:
DRAWN BY:
HJW
DATE: 08/05/11
1
REVIEWED BY:
MDR _
OF 15 DWGS.

LEGEND
EXISTING DESCRIPTION PROPOSED
PTRAFFIC SIGNAL
❑® DI DROP INLET ® DI
CATCH BASIN B
STORM SEWER LINE
STORM SEWER MH D
HANDICAPPED SPACE
TRAFFIC DIRECTION
_ _ _ _ _ EDGE OF PAVEMENT
CONCRETE
-__--�-- CURB AND GUTTER
CONCRETE
HEADER CURB
CAUTION - NOTICE TO CONTRACTOR
THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION
AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS
IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND,
WHERE PASSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE
INFORMATION IS NOT TO BE RELIED ON A5 BEING EXACT OR COMPLETE.
THE CONTRACTOR MUST CALL THE LOCAL UTILITY LOCATION CENTER AT
LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD
LOCATIONS OF THE UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE
CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH
THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO
EXISTING FACILITIES AND UTILITIES AND SHALL REPAIR ANY DAMAGE AT
HIS EXPENSE.
PRIOR TO ANY CONSTRUCTION, THE CONTRACTOR SHALL VERIFY THE
LOCATION OF ALL EXISTING UTILITIES AND GRAVITY STORM AND SANITARY
SEWER LINES TO DETERMINE THE ACCURACY OF SURVEY INFORMATION
REFLECTED ON THESE DRAWINGS. ADDITIONALLY, THE CONTRACTOR
SHALL VERIFY THE ELEVATIONS OF ALL CONNECTIONS RELATIVE TO THOSE
SHOWN ON THESE DRAWINGS. IF DISCREPANCIES ARE DETERMINED
CONTACT THE ENGINEER.
LIGHTING/POWER NOTES
1) THE LIGHTING PLAN FOR THIS PROJECT HAS BEEN PREPARED
BY OTHERS. THE CONTRACTOR SHALL COORDINATE WITH THE
LOCAL POWER COMPANY FOR CONNECTIONS AND LOOPS.
2) PROPOSED PARKING LOT LIGHTING SHALL BE DIRECTIONAL
FIXTURES PER ELECTRICAL PLAN BY OTHERS. LIGHTING SHALL BE
SO ARRANGED THAT THE SOURCE OF LIGHT IS CONCEALED FROM
PUBLIC VIEW AND FROM ADJACENT RESIDENTIAL PROPERTY AND
DOES NOT INTERFERE WITH TRAFFIC,
3) PROPOSED POWER LINE, UTILITY POLE AND TRANSFORMER
SHALL BE COORDINATED WITH THE LOCAL POWER COMPANY.
GRAPHIC SCALE
30 0 15 30 60
( IN FEET )
i inch = 30 ft.
OWNER /DEVELOPER
GLM FAYETTEVILLE BUNCE, LLC
3715 NORTHSIDE PKWY., NW
BLDG. 200, SUITE 750
ATLANTA, GEORGIA 30327
770-512-8200
SURVEYOR
GEORGE L. LOTT
126 ROWLAND CIRCLE
FAYETTEVILLE, NC 28301
910-494-2178
CIVIL ENGINEER
SDG ENGINEERING
P.O. BOX 680963
MARIETTA, GA 30068
678-560-4161
24 HOUR CONTACT
SCOTT A. MOORE
678-296-7710
R=122.35~ '
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12��12-`a`13 ti3ti, %� P� MESHEET ?" FNV GREY PPJOlr AGE SIGN PROFILE SHEET 8B
I I a° � A14 10 1BOG. GON A ;l0R S
1 N
NIBN 53'01'36" E
MOUIS� N pE �OMO°i6 MIN o REGEIN ARE ANOp`(I G 12.17'
G• � ® ,
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�- CDOT S ANDA DS $ SEE P� 8�� DS 13 P SIGN DER CND (OR ALL. GRATE) ROGERS &
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ALL WORK WITHIN BUNCE ROAD R BOAR YLON SIGN g,. MP GOMpA C �RU WIN 10, 0 UT AREA BETWEEN 2.55
TO CONFOf�M TO NC DOT BY S$PA�ATE ERMIT a HG RA AX, 1E RIVE THRU AND ZO✓v
TRANSPOR ATION STANDARDS 20 t1`LDG' µTN• DR BYPASS LANE (SHOWN AS LO
PER NP DOT SIDS. EP HC P >�ss 6 S , " PVG VolMO , 0°A R N -° Ln
EXIST. DI B1 t"� DOWNSPO E 1' HEAG�9t� y GRATE TYPE "A OR C"
11 TOP=213.7 9 G S OR D ��R� �0 r.?nr �so.ao' IN LOW POINTS
� i l INV=210. 5 ^LvP�� pR �Rp RO N�� GURe o ,, 7 �A rs
l rROIIN RINLE $ c { 6330 RS�F`FOQ R� oa
�50
EXIST. DWCB 1 0d ��c ►% GANOp`(NG 1�,8Z055 SIP SOP �yoo RSo.° N 18'04'33" W
A 230.29'
N11-209. � I EXIST � c �y o at I ` O�RH F1.1}SkA GH
INV=209. 0 (24" OU) 15" RCP r y np y 1 ISI-p`ND i P INNE 'SIP ,GES SVOIR IGNS
rn. r fi r� IOp OF O NG p�p,NS IPING' SF AGE' RAµp
Z n 0 SW EWAI'� G S'fR G SUR HG 0 MAX• 5 00` 0o ZERO LOT LINE AT
EXIST ;-+ OF ORISID GARpIN ARNIN EAST PROPERTY LINE
�� E 15T. 18" RCP 7' Z .1 cx�, 1 �r MAIN ING VE p,1% Cl ASS W EXIS
i "RCP r�i ��Z '''SnIS1.AND1 c►g BUT RANGr ANp pE �yC 12' WIDE, ONE WAY
EXIST. CB 1 g I-S yqc ►� EN CURB T' SIpE v� DRIVE THRU LANE
TOP=212. 4 EXIST. 24 " rx pER qZ
INV=209.1 ~ C o ti9.oa' V" HEA 100-Ps
� 2r N� �+ 0d ul �y SE �E1 G7 -�`' 6 a R1s°o,
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ITOP=214.6 TOP_ 15.6 ' 1Qoti N1 ti'`�` cP y,00' o°
4 NV=2)9.3 ��-,', '} y cI� �F►c S
INV-209.9 I $ Z CK -R N
NV2)8.6 INV=209.7 �plp 1 0 RE(E p CROSS ACCES
EXIST. SIGNAL BOX / CONVERT TO �G GON 0ETAIL It EASEMENT
�x h�B TOP $ 1� R3o0 z O pSPHAENZ. SEE ` � �° V)i � �'s I
�1 CURB FLUME t8 L 4ANp i� " Bp08 S!NVL"� PAVr�`' R3oo;`� ��� 0z Qz oo'
T f SEE D TAIL 8 od S IS 1N StiEE Q U w
�a EXIS . no SHEET 8A l © �� �`5 O 00 OR SIANt p 6RED IN$1 c aLu aw CONC. D
11f 24" RCP -/ 1 1 cP SB _ - GoN AsL BLA µENS 50' SB 1 _ �R � I W Q W En ¢ 18" HDPE PER NCC
Z 4 w r,.. __ e] ,.. 01.1 SEE PROFILE w un C rr
SITE SUMMARY:
"WgA"_10"�
W
PROPOSED USE: RETAIL DRUG STORE
'
2?os
TOTAL SITE AREA : 2.56 ACRES
r
TOTAL IMPERVIOUS AREA:
FACILITIES PLANNING AND DESIGN
EXISTING:1 OR 41.0
ROPo ED: a31AACRES OR 477.CRES
2 x
200 WILMONT ROAD, DEERFIELD, IL
30.
BUILDING AREA: 14,820 SF GROSS
NET SALES: 10,468 SF
847-940-2500 60015-4616
SERVICE/STORAGE: 4,352 SF
PROJECT TYPE
REQUIRED PARKING: 1 SP/200 SF NET SALES = 53 SPACES
PROPOSED PARKING: 55 SPACES
DRAW INGSISPECIFICATIONS BY:
(INCLUDES 3 HC SPACES)
ZONING: ClP
❑ WALGREENS'
SETBACKS: (REQUIRED SETBACKS: 50 FEET FROM RAEFORD AND
LANDLORD'S CONSULTANT
4v
BUNCE ROAD, 30 FEET FROM THE PROPERTY LINE TO THE NORTH AND
THE PROPERTY LINE TO THE EAST IS TO BE ZERO LOT LINE.) THE
SHALL COMPLY THE NC BUILDING CODE
ALL CONSTRUCTION WORK, UNLESS NOTED OTHERWISE, BY:
pR OS00016NG�
SETBACKS AND/OR FIRE WALBUILDINGS REGARDING
LS
El WALGREENS' CONTRACTOR
a
FO
GENERAL NOTES
�LANDLORD'S CONTRACTOR (TURNKEY CONSTRUCTION)
=
STORE
BUILDING
1) ALL WORK SHALL BE PERFORMED IN A FINISHED AND WORKMANLIKE
RAY OWENS
MANNER TO THE ENTIRE SATISFACTION OF THE OWNER, AND IN
J9611184
ACCORDANCE WITH THE BEST RECOGNIZED TRADE PRACTICES.
NEW.
ZONED R6
2) ALL WORK SHALL COMPLY WITH APPLICABLE STATE, FEDERAL AND
REMODELING
NEW . . .
LOCAL CODES AND ALL NECESSARY LICENSES AND PERMITS SHALL BE
. . . .
EXISTING ❑
OBTAINED BY THE CONTRACTOR AT HIS EXPENSE UNLESS PREVIOUSLY
RELOCATION
. .
�
OBTAINED BY THE OWNER.
. .❑
NEW SHELL ONLY. ❑
3) CONTRACTOR SHALL IMMEDIATELY INFORM THE ENGINEER OF ANY
OTHERS . . . . . . . . .❑
.
`DISCREPANCIES
OR ERRORS HE DISCOVERS IN THE PLANS OR
H
SPECIFICATIONS.
4) DEVIATION FROM THESE PLANS AND SPECIFICATIONS WITHOUT THE
PRIOR WRITTEN CONSENT OF THE OWNER OR HIS REPRESENTATIVE OR
THE ENGINEER MAY BE CAUSE FOR THE WORK TO BE UNACCEPTABLE.
5) CONSTRUCTION EQUIPMENT SHALL NOT BE PARKED WITHIN
RIGHT-OF-WAY, AND MUST BE STORED WITHIN SITE.
6) ALL CONSTRUCTION SHALL BE PERFORMED IN ACCORDANCE WITH ALL
APPLICABLE NC DOT STANDARDS AND CITY OF FAYETTEVILLE
ORDINANCES.
7) SIGNS ON THIS PLAN ARE SHOWN FOR INFORMATION ONLY. ALL SIGN
ARE SHALL BE PERMITTED SEPARATELY.
8) EXISTING WATER, SANITARY AND STORM SEWER LINES ARE SHOWN
BASED ON THE BEST AVAILABLE INFORMATION. PRIOR TO
CONSTRUCTION, THE CONTRACTOR SHALL VERIFY PERTINENT LOCATIONS,
AND ELEVATIONS ESPECIALLY AT CONNECTION POINTS AND AT
POTENTIAL UTILITY CONFLICTS.
9) THE CONTRACTOR SHALL COORDINATE AND COOPERATE WITH ALL
UTILITY COMPANIES INVOLVED WITH REGARD TO RELOCATION OR
ADJUSTMENTS OF EXISTING UTILITIES DURING CONSTRUCTION TO ASSURE
THAT THE WORK IS ACCOMPLISHED IN A TIMELY FASHION AND WITH A
MINIMUM DISRUPTION OF SERVICE.
10) THE CONTRACTOR SHALL HAVE A SIGNED COPY OF THE APPROVED
PLANS, A COPY OF THE DESIGN AND CONSTRUCTION STANDARDS AND
SPECIFICATIONS AND A COPY OF ALL PERMITS AND EXTENSION
AGREEMENTS ON THE JOB SITE AT ALL TIMES.
11) UTILITY TRENCHES ARE SHALL BE SLOPED OR BRACED AND
VICINITY
M A P
SHEETED AS NECESSARY FOR THE SAFETY OF THE WORKMEN AND THE
PROTECTION OF OTHER UTILITIES IN COMPLIANCE WITH APPLICABLE
SCALE: NONE
STATE AND FEDERAL REQUIREMENTS.
ENGINEER
12) THE CONTRACTOR IS RESPONSIBLE FORALL PROJECT SAFETY
INCLUDING, BUT NOT LIMITED TO, TRENCH EXCAVATION AND SHORINGS,
TRAFFIC CONTROL, AND SECURITY.
SDG ENGINEERING
E INC
13) THE CONTRACTOR IS RESPONSIBLE FOR ALL SECURITY DURING
P.O. BOX 680963
272o
CONSTRUCTION.
MARIETTA, GEORGIA 30068-0017
14) THIS BUILDING SHALL HAVE A SPRINKLER SYSTEM
678-560-4161
63, PG 92)
15) STREET SIGNS SHALL MEET THE CITY STREET SIGN SPECIFICATIONS,
MUTCD AND FHWA REQUIREMENTS TO INCLUDE BUT NOT LIMITED TO
MINIMUM REFLECTIVITY. IF YOU WISH TO CONTRACT WITH THE CITY TO
SDG PROJECT No. 10305
MAKE AND INSTALL STREET SIGNS, COORDINATE WITH DEAN SEARS, CITY
OF FAYETTEVILLE TRAFFIC SERVICES 910-433-1521. APPROPRIATE
SIGNAGE IS REQUIRED PRIOR TO FINAL PLAT.
CLIENT
PAVING NOTES
1) THE CONTRACTOR SHALL USE THE COMPACTION AND PAVING
GLM FAYETTEVILLE BUNCE, LLC
RECOMMENDA71ONS ON SHEET C7OR THOSE CONTAINED
WITHIN THE SEALED DETAILED
GEOTECHNICAL REPORT,PREPARED BY TERRACON
3 715 N OR TH SI D E P K WY. , NW
CONSULTANTS, INC., DATED JUNE 2, 2011, WHICHEVER IS MORESTR
BLDG 200 SUITE 750
ICONCRETE
2} FOR RECEIVING AREA SHALL HAVE A
ATLANTA, GEORGIA 30327
MM�INIMUM STRENGTH OF 4,000 PSI AT 28 DAYS.
770-512-8200
3) CONCRETE FOR ON -SITE CURB AND GUTTER SHALL
HAVE A MINIMUM STRENGTH OF 4,000 PSI AT 28 DAYS.
4) 1/2 INCH EXPANSION JOINTS R PRE -MOLDED BITUMASTIC
EXPANSION JOINT. MATERIAL SHALL BE PROVIDED AT ALL RADIUS
POINTS AND AT INTERVALS SHALL NOT EXCEED 50 FEET IN THE
REMAINDER OF THE ON -SITE CURB AND GUTTER.
5) THE PAVEMENT DESIGN WITHIN THE RIGHT OF WAY SHALL BE
AS FOLLOWS:
5" B25.OB
3" 119.OB
2" S9.5B
. 840.14 A6 )
I.
6) SEE NCDOT NOTES ON SHEETS 9A, 9B AND 9C FOR WORK IN
r te%M CPY11 A1,
NCDOT RIGHT OF WAY.
,/ !1A IAA
1J Il AI
nrre rr w,Y� , f1.lurur[
TRAFFIC SIGN CONC. DROP INLET A8 2 10/13/11 HJW PER CITY COMMENTS
EXIST. SIGNAL BOX z TRAFFIC S METAL^� s cry Z AND STDPER 4840.16 (ORT STD. 1EQUAL
g.00 0 3 .00• WALGREENS LED READER 1 07/10/11 MDR PER CITY/NCDOT COMMENTS
S 6 BOARD PYLON SIGN ( )
SIGNAL POLE ��.? O SEE ELEV. SHEET 4
EXIST. STORM MH TS- TS T �Osl3• 18" RCP BY SEPARATE PERMIT SEE DETAIL SHEET 10 CONC. DROP INLET A9 NO. DATE BY DESCRIPTION C(
TOP=214.2 `31 SEE PROFILE PER NCDOT SM. 840.14 REVISIONS
INV=798.a /
EXIST SHEET 8A AND STD. 840.1T 4 EQUAL) conu CERTIFICATION AND SEAL
EXIST. CB A2 � � PRECAST CONC. JB A7 18" RCP SEE ELEV. SHEET 4
EX15T 18" RCP
J/ METAL TOP=215. 6' MIN. LANDSCAPE ., PER CITY OF FAYETTEVILLE STD SEE PROFILE
4� TRAFFIC INV=210. 18" RCP 1 HDPE ;, r�IP 'so°• �6° (OR EQUAL) SHEET 8A SEE DETAIL SHEET 10 E 20
D SIGNAL POLE E PROFILE N 72.2Q 23 E 169 8' E �LEV. SHEET 4 I HEREBY CERTIFY THAT THIS
SHEET 8A E DETAIL 10
EXIST HC EXIST. �° LTne N 72�0'23` E
PROPOSED 5' CONCRETE SIDEWALK WOO�$ 39• - PLAN AND SPECIFICATION 4��; � �r4
RAMPS SIGN ease*�i�xa
��-` WAS PREPARED BY ME OR
; EXIST. �'�s �� ! 150' DECEL LANE UNDER MY DIRECT
FLUME TOP EXIST 8 A3 EXIST. CURB �, �b. 1 PROPOSE C RAMP t SUPERVISION AND THAT I AM
EXIST. �I CONC. DROP IN T C1 AND GUTTER " EXIST GB A 4" MOUNTABLE PER NC DOT S 150 TAPER A DULY REGISTERED
INV=2f 1.5 1 HDP TQp-214 6 CONC. ISLAND _
15" RCP PER NCDOT S 840.14 SEE PRO 18" RCP " � - - - - _ ARCHITECT OR ENGINEER
a INV=212.1 -- SHARED ACCESS SOLID LINE 30 CONCRETE CURB AND GUTTER
EXISTING AND STD. (OR EQUAL) SHEET 8A --- SEE. PROFILE � - - UNDER THE LAWS OF THE
SEE ELEV. SHE T 4 RI/RO DRIVEWAY PER SHEET 8A PER INC DOT SIDS. SKIP LINE
- SIGNALIZED N NCDOT STANDARDS STATE OF NORTH CAROLINA
INTERSECTION SEE DETAIL SH T 10 a - AS SIGNIFIED BY MY HAND
CONC. DROP INLET E1 ALL WORK WI#I4W&AEFORD ROAD R/W AND SEAL.
-� PER NCDOT STD 84014
(n �, i TO CONFORM TO NC DOT
AND STD. 849�#OR EQUAL) TRANSPORTATION STANDARDS
y N SEE ELEV. SHEET 4 STORE #15151
SEE DETAIL SHEET 10 SEE NC DOT PLANS SHEET C9 AND C10
PROJECT NAME
FOR CONTINUATION OF 150'
_EXISC NCRETE MEDIAN �L A
EXIST SWCB T WALGREENS PHARMACY y DECELERATION LANE AND 150 TAPER
TOP=215.7 �- _ 6330 RAEFORD ROAD
INV=210.6 CITY OF FAYETTEVILLE
EXIST. SWCB -" z EXIST EXIST - - - EXIST CONCRETE MEdT4N ��
} SIGN SIGN � PIN No. 0407-30-0505, 0911, 0724; 0407-20-9616, 9812
"DOGHOUSE" CONC. DROP INLET A4 �_ CUMBERLAND COUNTY, NORTH CAROLINA
PER NCDOT STD. 840.14 � Q I r� DRAWING TITLE
e oa NORTH J ae r ra4AND SM. 840.16 MR �o, WITH CONC. CURB AROUNDEQUAL) RAEFORD RAEFORD R ROAD D j 5 0' R W `� SITE PLAN
SEE ELEV. SHEET 4 45 MPH -Posted t /
CAROLINA - -� SEE DETAIL SSH-EET-10 p ed Speed ---
�_ (42,000 ADT)
CADD PLOT: SCALE: 1" = 30' DRAWING NO.
ONE -CALL �'+ NOTE: ALL DIMENSIONS SHALL BE TAKEN FROM END OF PARKING
CENTER V STRIPE TO THE FACE OF CURB/WALL UNLESS OTHERWISE NOTED. - - - - _ DRAWN BY:
� r � � � � VOID PLOT: HJW
EXIST. ASPHALT2
BEFORE ANY EXCAVATION WORK BEGINS OR ANY WORK BEGINS \ r �- - EXIS . S/DEWAL -� DRIVE `- -- DATE: 0$105111
WITHIN TEN(10') FT. OF OVERHEAD POWER LINES OF 750 VOLTS 0R �\ EXIST. SIDEWALK EXIST ASPHALT SUPERSEDES
MORE, NOTIFICATION MUST BE MADE TO THE UTILITIES PROTECTION �\\ �� DRIVEWAY CENTER (UPC) AT 1-800-632-4949
PLAN DATED: REVIEWED BY:
_�A_
METAL ..�
TRAFFIC TS �7� ^~IrN
SXIS MDR OF 15 DWGS.

LEGEND
EXISTIbIG
DESCRIPTION[
PROPOSED
x Wv
WATER VALVE
m WV
❑ wM
WATER METER
❑ WM
m Gv
GAS VALVE
H GV
❑ GM
GAS METER
❑ GM
� PP
POWER POLE
caa PP
* LP
LIGHT POLE
OpLP
O POLE
POLE (SEE PLAN)
0 POLE
TRAFFIC SIGNAL
FH
FIRE HYDRANT
FH
0 DI
DROP INLET
® DI
OQ CB
CATCH BASIN
®CS
I D
STORM SEWER LINE
-�Q�-
STORM SEWER MH
D
SAN. SEWER MH
s
SAN. SEWER LINE
S -
- - w
WATER LINE
- -- W - -
- - G
GAS LINE
- -- G - -
- - P - -
POWER LINE
- - P - --
- S --o Co
SEWER CLEANOUT
_S. __0 CO
--- - - - - - -- - -
EDGE OF PAVEMENT
CONCRETE
- - - - - - - -
CURB AND GUTTER
CONCRETE
HEADER CURB
GRAPHIC SCALE
30 0 15 30 60
{ IN FEET }
1 inch = 30 it
OWNER/DEVELOPER
GLM FAYETTEVILLE BUNCE, LLC
3715 NORTHSIDE PKWY., NW
BLDG. 200, SUITE 750
ATLANTA, GEORGIA 30327
770- 512- 8200
SURVEYOR
GEORGE L. LOTT
126 ROWLAND CIRCLE
FAYETTEVILLE, NC 28301
910- 494- 2178
CIVIL ENGINEER
SDG ENGINEERING
P.O. BOX 680963
MARIETTA, GA 30068
678-560-4161
24 HOUR CONTACT
SCOTT A. MOORE
678-296-7710
,4erhev def9r°U
°' NORTH
CAROLINA
ONE -CALL IN
CENTER V
BEFORE ANY EXCAVATION WORK BEGINS OR ANY WORK BEGINS
WITHIN TEN(10') FT. OF OVERHEAD POWER LINES OF 750 VOLTS OR
MORE, NOTIFICATION MUST BE MADE TO THE UTILITIES PROTECTION
CENTER (UPC) AT 1-800-632-4949
er. �
XIST. 5H S ��
SEc�2�6.1 EXIST. 8" "^ NO
1V_2o7.1 sArSE�R g" gEN� � �P *�� o RRVG
l s G9�DEND`
AA. 42
3 rSRCPSEE I ° GgOfl P
EXIST• SEWER a P• 3+6aCS
a SAN - _ / \ �� 1" I E / �E_ �� _v\
7Z; A�
Acj
EXIST•21 .9 G� -_ / - �O / PP JE s-Ip. 5A+ - WATER SYSTEM NOTES
1 P , 11 111
INV�210'1 EXIST. EXIP�'213.8 / [ 1V V/ / '1� TINS 8 W� 8'� G900 p
» RCP To
_210 / S �\� / �E yON�R EXISUA NC} EX�ENO E 3o 1. ALL MATERIALS AND INSTALLATION SHALL BE IN ACCORDANCE WITH PUBLIC
18 V EXIST. �'EOESr (AQ Wp,�R I.1NE C SIB p,Nd ff WORKS COMMISSION AND AWWA STANDARDS AND SPECIFICATIONS.
\_{�4 SIGN A� pR " Cg00 PN2" B40w 2. CONTRACTOR SHALL FLAG WATER LINE AND SERVICE LOCATIONS TO PREVENT
- EX45T SMN.H V `�1� " Rp2 pFP'g p 5 UG WI g DAMAGE BY OTHER UTILITY CONTRACTORS.
SEWER 5 y PIN 1 E I0;E() P ZA g+�
FH �p� 7 - I (SE p S 3. UNSUITABLE SOIL MATERIALS SHALL BE REPLACED WITH SUITABLE MATERIALS.
Y \ 20 / NE Rpp OSVRE bA PF
fIRE IN ENSHEES 3D p MAIN�NFRoII` '� 4. WATERLINE CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL, INCLUDING SIGNAGE
N4 1NAi AND FLAGMEN WHILE WORKING 11 1, WV _- � � ZO / / W `��' " NG � SEE pESE� pERP�OdE WPC FA�� PP � G WITHIN THE RIGHT OF WAY OF ANY EXISTING ROAD.
Fr SI�� / I p 4 p E IN G 0 5. WATER TO BE PROVIDED BY PUBLIC WORKS COMMISSION.
11 ENDS` 'pSING EXIST Gp 1<RA�- ��- /w -W SSE � CSE NO S Pw �EQ G P BE M
51N ,,�40 1g R S 1k� /-W� - 1 11 ENp 1 pO1N3 �S SH 8" x 6" RJ DIP TEE 6. ALL TIE-INS SHALL BE COORDINATED WITH THE PUBLIC WORKS COMMISSION
QUIREMEN STA. 3+68 6" RJ DIP X (PWC). EXISTING VALVES SHALL BE OPERATED BY PWC PERSONNEL ONLY.
11 NERIf�E IS�1NG " X �2" &v W W� 5" WRVNE 11 R 8' C900 PVC WATER LINE 1' TAPPING SADDLE 7. CONTRACTOR MUST NOTIFY PUBLIC WORKS COMMISSION 48 HOURS PRIOR
C�OR S pEpSH pl A 8 Olp 0 ! }ST 8 C} WP ' 1 -n -NRE -W� --W- W- - BEGINNING CONSTRUCTION OR REQUESTING INSPECTIONS. ALL WORK MUST BE
O 1 � R N PN0 D GAP 8 C SAA �0 W EX QUA N Q S�Ru2 6 GATE VALVE 1 HDPE INSPECTED PRIOR TO BACKFILL AND COMPACTION. ANY WORK COVERED PRIOR TO
A 1 11� PER Fl4�S�E� 4P 6 RJ DIP 1 bOM. WM INSPECTION IS SUBJECT TO REJECTION UNTIL IT HAS BEEN EXPOSED AND
C�0 EXIST BZ ` t Sp,N N• " 1" IRR. WM INSPECTED BY PUBLIC WORKS COMMISSION PERSONNEL
1 11 SEE EE. NA PAD
$B 6 GATE VALVE
w NNKS COMM / 70p� 211 6 1 F, DE EE 1" RPZ BFP's
1� INV' 8" THROUGH A
PIP pROrrllf SH FIRE LINE RPDA VALVE r 1 WEEKEND. IFES CREWAITS ATESETO BE LEFT OPEN JOB SITE DURING DAYTIME OVERNIGHT
HOUROS, A PROPERLY
IN ENCLOSURE CONSTRUCTED, HIGHLY VISIBLE BARRICADE MUST BE ERECTED.
W .8 RJ�,IN 1 ° 1` RE uNE LIJ
PP S" N1 40 PRUNE 10 pNG f% PIV �1 1/2" HDPE 9• WHILE THE EXCAVATION IS OPEN, UNDERGROUND INSTALLATIONS SHALL BE
WV EXIST• NC} 1 WAS FEEL GA1 1 CgpO " HOPE VNE 1N PROTECTED, SUPPORTED OR REMOVED AS NECESSARY TO SAFEGUARD EMPLOYEES.
AQUA q �6 S 1 �� 6 �I2 WP3ER FDC�
( 1 & ESMr- CH " F 10. MEANS OF EGRESS FROM TRENCH EXCAVATIONS. A STAIRWAY, LADDER, RAMP
�M W Do- 1 SOA E �tEN 6 C900 PVC FIRE LINE OR OTHER SAFE MEANS OF EGRESS SHALL BE LOCATED N TRENCH EXCAVATIONS
1 �'L� THAT ARE 4 FEET OR MORE IN DEPTH SO AS TO REQUIRE NO MORE THAN 25
EXIST' 10AM '' 1 001 lo-23 , 1 FEET OF LATERAL TRAVEL FOR EMPLOYEES.
WATER o ESN I N SEY
RANQA1 55 1 11 11. PWC OPERATION AND MAINTENANCE ENDS AT THE RIGHT OF WAY LINE. FROM
286 C1 P 1 THAT POINT ON, ALL CITY OF FAYETTEVILLE REQUIREMENTS SHALL BE MET.
I � �
Egg. �51, NED
Hvko c " SEWER SYSTEM NOTES
S,��yC'N G 1 SEEP 8A 4' PN PRECAST 15 CONC. HW D1
CON�04pE`tI�'1R►- BE ERM E uNE sl'`EE3 1 11 S4EENE5 PER CITY OF FAYETTEVILLE STD. DR-18 1) ALL CONSTRUCTION TO CONFORM TO APPLICABLE PUBLIC WORKS
oV P�SURf M R} Sp,CEp WHEN fl P`qC �R 1 (OR EQUAL)
ELEV. SHEET 4 COMMISSION SPECIFICATIONS. NOTIFY PUBLIC WORKS COMMISSION PRIOR
o �` NCE tsKAN0 REp �p,NN� ` g^ Cgo 2^ HOpRUNE IN 1 SEE DETAIL SHEET 8A TO CONNECTION TO SEWER.
I _ 1xt 1 1 pE oNEp WATER yE0 IRG WA 1 __ " 2) THE DEVELOPER'S CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFYING
J 11 WQ ID j51� SZASkA 5 4 PONE BENCH SEE PROFILE EWER FACIUTYHDPE THE EXACT APROP SED,FORDCON CONAL OF ANY NECTION OR USE BIYnTHISNG WATER PROJECT.
✓ C a1 I I SIB V_�NA� SON�.IEE� 8P C RE 1 ¢ SHEET 8A THE RcLOCATION OF ANY WATER/SEWER FACILITY REQUIRED TO AVOID
y Iz II SEE or'lN - Q SIR ANY PART OF THIS DEVELOPMENT IS THE RESPONSIBILITY OF THE
'X �, SEE « > 1DpE M• W R�f� 4f� _ DEVELOPER'S CONTRACTOR.
� c� ImI II I u,I 5EE PR gA� s Np sHEE� /
EXIST. 8".WL I �I SHEEN SEE EEZA11 �' SB F// TRANSFORMER PAD. 3) SITE CONTRACTOR SHALL COORDINATE SERVICE ROUTING OF
(AQUA NC) v, SHEE CONTRACTOR SHALL COORDINATE ALL GAS, TELEPHONE, AND ELECTRICAL LINES WITH THE
Im DESTAL pROfl� `N TEMPORARY AND PERMANENT APPROPRIATE UTILITY COMPANY. ALL CONSTRUCTION SHALL COMPLY
' E T 1 ICI p F// POWER SERVICE WITH PWC. WITH EACH UTILITY'S STANDARDS AND SPECIFICATIONS AND NOT
I Z SIG a PHONE _ �NnON poN _ �// INTERFERE WITH TREE PLANTING SITES OR EXISTING TREES TO BE PRESERVED.
IIOI1i PERM. WQ STRUCTURE 4) ALL PIPE MATERIALS SHALL CONFORM TO THE GENERAL MATERIAL
PNC fR SpOV�s SPECIFICATIONS SECTION OF THE PUBLIC WORKS COMMISSION SPECIFICATIONS.
N gyp" DOWN SAND FILTER-F3
II WM i SEE ELEV. SHEET 4A 5) EXISTING WATER, SANITARY AND STORM SEWER LINES ARE SHOWN BASED
B� D� MIN SEE DETAIL AND ON IHE BEST AVAILABLE INFORMATION. PRIOR TO CONSTRUCTION THE
�I$ Gps PROFILE SHEET BB CONTRACTOR SHALL VERIFY PERTINENT LOCATIONS AND ELEVATIONS
p DPP I I c 2-4" PSG / GAS 0-1 1 1-INE ESPECIALLY AT CONNECTION POINTS AND AT POTENTIAL UTILITY CONFLICTS.
�G 0
6) THE CONTRACTOR SHALL COORDINATE AND COOPERATE WITH ALL
I / VS UTILITY COMPANIES INVOLVED WITH REGARD TO RELOCATION OR
I \ / G►� TRACT 3B ADJUSTMENTS OF EXISTING UTILITIES DURING CONSTRUCTION TO ASSURE
' m S pS CM B 4 MIN ROGERS & B.REECE, INC. THAT THE WORK IS ACCOMPLISHED IN A TIMELY FASHION AND WITH A
6" Hp 'E- DS D " pNG V O +, i367/886 MINIMUM DISRUPTION OF SERVICE.
E pR SEE 10 SpC PB 63, PG 92
SE SA E OWN ti 7} THE CONTRACTOR SHALL HAVE A SIGNED COPY OF THE APPROVED
E N• LP
� SHE OS NC f1RE�oCA"n0 ► � 2.55 ACRES PLANS, A COPY OF THE DESIGN AND CONSTRUCTION STANDARDS AND
CH gWGs, 5oR ZONED RE SPECIFICATIONS AND A COPY OF ALL PERMITS AND EXTENSION
1 �� AGREEMENTS AT THE JOB SITE AT ALL TIMES.
PR (SHOWN AS i3OT , PB 63, PG 92)
fR00 �15 8) UTILITY TRENCHES SHALL BE SLOPED OR BRACED AND SHEETED AS
l PNC �1Sp NECESSARY FOR THE SAFETY OF THE WORKMEN AND THE PROTECTION OF OTHER
EXIST. 12" 4 �TOP-2' 13. �1 BE 0 0� MIN• RVG S� OA UTILITIES IN COMPLIANCE WITH APPLICABLE STATE AND FEDERAL REQUIREMENTS.
I 14� WA rE MAIN INV=210.5 �O �OCp� p,�E O �CRD R \NAl) 9) THE CONTRACTOR IS RESPONSIBLE FOR ALL PROJECT SAFETY
11 H PP;ROUN RNLET RE 1 RG�3C RAE `�()OV CO INCLUDING, BUT NOT LIMITED TO TRENCH EXCAVATION AND SHORINGS,
�l EXIST. SIGN S E TRAFFIC CONTROL, AND SECURITY.
EXIST. DWCB EXIST. 2 WL j 1A'a20�j5 Sp PC 10) THE CONTRACTOR IS RESPONSIBLE FOR ALL SECURITY DURING CONSTRUCTION.
INV=209.3 AQUA N) �EXIS
INV-209.0 (24OU5" RCPPw ^O�LEAFRfs) 5G 1N LIGHTINGZPOWER NOTES
ST2-4 4PVC SAN. SEWER O 1) THE LIGHTING PLAN FOR THIS PROJECT HAS BEEN PREPARED
18" RCP S1-EE 1 5Ig GA$ 1/4 PER FT. MIN. SLOPE BY OTHERS. THE CONTRACTOR SHALL COORDINATE WITH THE
�E 1ST. !r LOCAL POWER COMPANY FOR CONNECTIONS AND LOOPS.
1 " RCP P �� �y 2) PROPOSED PARKING LOT LIGHTING SHALL BE DIRECTIONAL
EXIST. CB W V � 7=:� ► 1 FIXTURES PER ELECTRICAL PLAN BY OTHERS. LIGHTING SHALL BE
TOP=2124 EXIST. SO ARRANGED THAT THE SOURCE OF LIGHT IS CONCEALED FROM
INV=2D9.1 1 r -� �® PUBLIC VIEW AND FROM ADJACENT RESIDENTIAL PROPERTY AND
S� r� /5 Co DOES NOT INTERFERE WITH TRAFFIC.
EXIST IORM MH EXIS C9 A
EXIST. 8" WL I TOv=219.3 NP=209•-9 y ! �L� 4`� ~+` SHALLRBEOSED COORD COORDINATED WITH THE LOCR LINE, UTILITY AL POWER COMPANY.
AND TRANSFORMER
(AQUA NC) I
f I 1 / ,• PVC
INV=2 8.6 INV=209.7 4
i;�;,
-Y/ST. SIGNAL BOX JB TOP
PP P / �CONVERT TO 4 I c '4^ pNG /
fI UTILITY CONTACTS
CURB FLUME IF SIE�S p PVC
1=IBFR OPTIC SIGN CURB
IILST / �n SEE ETAIL I �,, _4 / TELEPHONE: AT&T
24" RCP �� z SHEE $A p PNC SpN• ��EE\X: 18" HDPE
FIBER OPTIC 1�I �� 4 4 EXIST " HOPE �. 4" WER O �. E SEE PROFILE PER NCDOTpSTD 840INLET s14 910-860-2000
BOX FIBER OPTIC �$ PRO SE " PER f Hp SHEET 8A
�e POWER: PUBLIC WORKS COMMISSION PWC
m EX T CABLE BOX SE EEC $ I4 SCOPE 5� S P P AND STD. 840.16 (OR EQUAL}
EXIST. POWER 11 18' RCP S'°'` MIN• S E� SEE ELEV. SHEET 4 ELECTRICAL ENGINEERING
METER / r-fl SEE DETAIL SHEET 10 010-223-4514
SIGNAL BOX
VST. STORM MH rS TS
)P=214.2
V=198.8 /
METAL
P AFFIC
D SIGNAL POLE P
EXIST 12"
WATEP MAIN
W
METAL
TRAFFIC
SIGNAL POLE
t
EXIST. CB A2
TOP=215.
PINV=210.
EXIST HC EXIST.
RAMPS II SIGN
EXIST --��
15" FCP
CONC. DROP INLET Cl
PER NCDOT STD. 840.14 / �I
AND STD. 840.16 (OR EQUAL) 4
SEE ELEV. SHEET 4
SEE DETAIL SHEET 10
w � 12' WV w
Il
14
EXIS": SWCB
TOP=215.7
INV=210.6
/ 18" RCP
i SEE PROFILE GAS: NC NATURAL GAS CORPORATION
SHEET 8A 1-877-213-1053
�
r r
-- XrsT. �--
2-4" PVC
SLEEVES
CONC. DROP INLET A8 WATER:
PER NCDOT STD. 840.14
PUBLIC WORKS COMMISSION (PWC)
WATER RESOURCES ENGINEERING
Exisr.
SIGN
AND STD. 840.16 (OR EQUAL)
EXIST.
18" RCP
CO
TO BE
SEE ELEV. SHEET 4
910-223-4730
18" RCP
�`
RELOCATED
SEE DETAIL SHEET 10 SANITARY SEWER:
PUBLIC WORKS COMMISSION (PWC)
P
P
P
P
-----
WATER RESOURCES ENGINEERING
s
-
P P -
910-223-4730
� EXIST
w"w9Azz4C0jw
FACILITIES PLANNING AND DESIGN
200 WILMONT ROAD, DEERFIELD, IL
847-940-2500 60015-4616
PROJECT TYPE
DRAWINGS/SPECIFICATIONS BY:
❑ WALGREENS'
LANDLORD'S CONSULTANT
ALL CONSTRUCTION WORK, UNLESS NOTED OTHERWISE, BY:
❑ WALGREENS'CONTRACTOR
LANDLORD'S CONTRACTOR (TURNKEY CONSTRUCTION)
STORE BUILDING
NEW...........
NEW...........
REMODELING . . . . . D
EXISTING. . ❑
RELOCATION . .❑
NEW SHELL ONLY . • . ❑
OTHERS . . . . . . . . .❑
a
WILSON AVE
z Q
m L z
51 TE t
RAEFORD RD.
0
s �
� a
z �
m ca
3
z
CITY OF
FAYETTEVILLE, NC
VICINITY MAP
SCALE: NONE
ENGINEER
SDG ENGINEERING
P.O. BOX 680963
MARIETTA, GEORGIA 30068-0017
678-560-4161
SDG PROJECT No, 10305
CLIENT
GLM FAYETTEVILLE BUNCE, LLC
3715 NORTHSIDE PKWY., NW
BLDG, 200, SUITE 750
ATLANTA, GEORGIA 30327
770-512-8200
4 12/01/11 HJW PER DENR COMMENTS
3 11/14/11 HJW PER PWC/DENR COMMENTS
2 10/24/11 HJW PER PWC COMMENTS
1 10/13/11 HJW PER CITY COMMENTS
NO, DATE BY DESCRIPTION CONST
REVISIONS
CERTIFICATION AND SEAL
I HEREBY CERTIFY THAT THIS
PLAN AND SPECIFICATION AR
ey�LLgsasaaa�ear�""
WAS PREPARED BY ME OR`�
'� •�ESSF�
UNDER MY DIRECT .`
SUPERVISION AND THAT I AM
A DULY REGISTERED
ARCHITECT OR ENGINEER si
UNDER THE LAWS OF THE
STATE OF NORTH CAROLINA
AS SIGNIFIED BY MY HAND°r�rar�„s,a4tw"
AND SEAL.
FLUME
EXIST CB A3 Q EXIST CURB
TOP=2f3.9 AND GUTTER
EXIST. 4" S s
PVC SAN EXIST• CB A PRECAST CONC. JB A7
STORE #15151
INV=211.5
SEWER L� TOP=214,6
PER CITY OF FAYETTEVILLE STD.
CAUTION - NOTICE TO CONTRACTOR
PROJECT NAME
_
EXIST. SAN INV=212.1
--tOR-MUAL)
EXIST. 8"
SEWER MH
SEE ELEV. SHEET 4
SAN
� THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION
WALGREENS PHARMACY
----_-TOP=216.0
SEE DETAIL SHEET 10
SEWER
AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS
6330 RAEFORD ROAD
G�
INV-208.5
IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND,
CITY OF FAYETTEVILLE
CONTRACTOR SHALL VERIFY LOCATION
CONC. DROP INLET E1
WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE
PIN No. 0407-30-0505, 0911, 0724; 0407-20-9616, 9812
c~n
AND DEPTH OF EXISTING-4„ EWER
PER NCDOT STD. 840.14
INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE.
CUMBERLAND COUNTY, NORTH CAROLINA
I
LATERAL. COORDINATE CONNECTION
AND STD. 840:-1-6-{-0R EQUAL)
THE CONTRACTOR MUST CALL THE LOCAL UTILITY LOCATION CENTER AT
V
WITH THE PUBLIC WORKS COMMISSION.
SEE ELEV. SHEET 4
SEE DETAIL SHEET 10
LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD
LOCATIONS OF THE UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE
DRAWING TITLE
UTILITY PLAN
CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH
EXIST. SWCB - --___
"DOGH USE" CONC. DROP INLET A4
PER DOT STD. 840.14
AND S . 840.16 (OR EQUAL
WITH C NC. CURB AROUND INLET
SEE- E V. SHEET 4 _
SEE DE AIL SHEET 10
w W
THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS.
CADD PLOT:
SCALE: 1" = 30'
DRAWN BY:
HJW
DRAWING NO.
3A
MEDIAN - - -- -
�- - - THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO
- - EXISTING FACILITIES AND UTILITIES AND SHALL REPAIR ANY DAMAGE AT
EXIST. EXIST. HIS EXPENSE.
-- - -- SIGN SIGN
~� _ PRIOR TO ANY CONSTRUCTION, THE CONTRACTOR SHALL VERIFY THE
R A O R D LOCATION OF ALL EXISTING UTILITIES AND GRAVITY STORM AND SANITARY
ROAD 5 R / �� / SEWER LINES TO DETERMINE THE ACCURACY OF SURVEY INFORMATION
VOID PLOT:
DATE: 08/05/11
Y
speed MPH p05ted speed
(42, 0 A D T)
REFLECTED ON THESE DRAWINGS. ADDITIONALLY, THE CONTRACTOR
SHALL VERIFY THE ELEVATIONS OF ALL CONNECTIONS RELATIVE TO THOSE
SHOWN ON THESE DRAWINGS. IF DISCREPANCIES ARE DETERMINED
CONTACT THE ENGINEER.
SUPERSEDES
PLAN DATED:
REVIEWED BY:
MDR
OF 15 DWGS.

LEGEND
EXISTINQ
DESCRIPTION
PROPOSED
m wv
WATER VALVE
" WV
❑ WM
WATER METER
❑ WM
m GV
GAS VALVE
m GV
❑ GM
GAS METER
0 GM
ca_� PP
POWER POLE
`C' PP
3:� LP
LIGHT POLE
*0*!P
o POLE
POLE (SEE PLAN)
0 POLE
9
TRAFFIC SIGNAL
FH
FIRE HYDRANT
FH
DI
DROP INLET
® DI
ice
CATCH BASIN
®CB
� -
STORM SEWER LINE
STORM SEWER MH
D
SAN. SEWER MHrt-
1
-
SAN. SEWER LINE
- - S --
- - w
WATER LINE
- - W - -
- - G -
GAS LINE
-- - G - --
- - P - -
POWER LINE
- - P -- -
-S - -0 Co
SEWER CLEANOUT
-S __0 CID
BENCHMARK
0-
+ 621.25
SPOT ELEVATION
+ 621.25
622- �'
CONTOUR LINE
622
- Y
DRAINAGE ARROW
HANDICAPPED SPACE
TRAFFIC DIRECTION
wool-
- - - - - - - -
EDGE OF PAVEMENT
CONCRETE
��------
CURB AND GUTTER
CONCRETE
HEADER CURB
GRAPHIC SCALE
30 0 15 30 60
( IN FEET )
cinch =30ft
OWNER /DEVELOPER
GLM FAYETTEVILLE BUNCE, LLC
3715 NORTHSIDE PKWY., NW
BLDG. 200, SUITE 750
ATLANTA, GEORGIA 30327
770-512-8200
SURVEYOR
GEORGE L. LOTT
126 ROM -AND CIRCLE
FAYETTEVILLE, NC 28301
910-494-2178
CIVIL ENGINEER
SDG ENGINEERING
P.O. BOX 680963
MARIETTA, GA 30068
678-560-4161
24 HOUR CONTACT
SCOTT A. MOORE
678--296-7710
�' r `�'
11 Tpp-214.EXIST.
' }NV�210.1 LX}57. p_21g•B _ - p15� �I 2 s INS S WI \I EXIST. CHAIN
RCP TO 210.8 _ 5 il� 1 ypNEo E pUA NO 1 LINK FENCE
INV=
1 1 ~ p FXIST• 1 CFO fS (A
1 \ �I `SIGN
\ SA
. •.h � � EXIST. �H
� 2jS Y C--� wER i large hi ory tree
1 21 `� / SE 5' aak tree
215- 20�.4 I 1 �`
{ _ / INV= �- -0 /� / 1 �A PP \\
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1 } II 1 \ EXIS RCP �� I i 16 GR OW P 1 EXIST CHAIN
wk 1^ LINK FENCE I
1 1 '
II II 1 4 f 1� / / „ WL 11 , P�A�A�NSs 0000
W / EXIST.AaNC} 1 1 �Y a (OIR -GQW P� I pF
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EXIST. 6, F uM51T�5RRANCE
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TO�211 6 100 chinaberr tree FOR
Ac
11 W ONj i ° ,sp,la� , 111 \ \ G" Yl 5�`N� 15•'3 1 ' c��L 31F VD
1 \ A OR lOPs12•o NO SURs� OR s0
I •F[ER
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FACILITIES PLANNING AND DESIGN
200 WILMONT ROAD, DEERFIELD, IL
847-940-2500 60015-4616
PROJECT TYPE
DRAWINGS/SPECIFICATIONS BY:
❑ WALGREENS'
LANDLORD'S CONSULTANT
ALL CONSTRUCTION WORK, UNLESS NOTED OTHERWISE, BY:
❑ WALGREENS'CONTRAGTOR
LANDLORD'S CONTRACTOR (TURNKEY CONSTRUCTION)
STORE BUILDING
NEW...........
REMODELING . . . . . ID
NEW...........
RELOCATION .
EXISTING . . . . _ . ❑
. [:1
OTHERS ......... El NEW SHELL ONLY . . . El
EX4S4R1MAIN 4 \\�/ 2.12'2S 1 �DIS E "D � �
wA ku
-nON °3a ' \ P11S GRGRADING NOTES
1 p��N E�4- 1A "1 PI" AI.1. w IRONN 1
Is { ~ 1. CONTRACTOR SHALL USE THE COMPACTION RECOMMENDATIONS CONTAINED
NRE B7' \\ 2 � �R Ez_ �0 0al �`¢ jN ON 40 * p OR G j 1g WITHIN A SEALED GEOTECHNICAL REPORT FOR THIS PROJECT PREPARED BY p
S•1R faR\NG \ 1O + N1S STD, DR` TERRACON CONSULTANTS, INC., DATED JUNE 2, 2011.
1. A
pESHAU- �� PER \ _ - 1- - - N OW P 0 Vn.'t' u WILSON AVE.
G M 4 Fc 2. ALL CONSTRUCTION SHALL MEET OR EXCEED ALL APPLICABLE CITY OF z
r�� G OUP SUR IM iq) GED W EN \ l REG OF /�r'' FAYETTEVILLE AND NCDOT CONSTRUCTION STANDARDS AND SPECIFICATIONS.
I II \ Z // p NICE �pK ND RJR ANN� „ Hpp1~ 1 �'r _ s1 PV`RQUAI-�/ $A 3. IF DURING THE GRADING PROCESS, CONDITIONS ARE ENCOUNTERED 00
_ INDICATING AN UNIDENTIFIED CONDITION, THE ENGINEER SHALL BE CONTACTED SI
1 to �}s / I it SAC
E tW A IUZED 15 �'' (P� 12'o SHEE
I G I 11I W D 8 % 5� AB 12 � \ , �j / 1S E D �IL HEA y ` WOODS FOR RECOMMENDATIONS.
I O m I 5I -15 SA INN-119 \\ �` ] 4. THE CONTRACTOR SHALL ADJUST ALL MANHOLE COVERS, VALVE COVERS,
' Ixcnl 1 IOI I lop -110 SHEE. ,6 I - \ // / 15" 'p CLEAN OUTS, VAULTS, BOXES, AND GRATES, EXISTING AND PROPOSED, TO
\ 1 1 17 \ IN oil 1 0 l p 1.F+ 1 "AS -CONSTRUCTED" FINISHED GRADE. o
11 5'-
\ O o � SEE o -15* HDPE ® I 16 - - - -® PROF 5. IF GRADE ADJUSTMENTS ARE REQUIRED, THE CONTRACTOR SHALL NOTIFY
\ 1� I �I "1 g S �F 11.A 1,1MI�S gANGE n can/� 6 SHEET 5` THE ENGINEER TO INVESTIGATE SUCH ADJUSTMENTS. _
INN p1S•n}R f �► i 1 J - 2 �I I CHAIN 6. ALL DRAINAGE STRUCTURES SHALL COMPLY WITH THE LATEST
FENCE STANDARDS APPROVED BY THE NCDOT (OR EQUAL}. m
EXIST. 8'� INfl\ - 1 _ �6 X ! LIN 7. SPOT ELEVATIONS SHALL TAKE PRECEDENCE OVER CONTOURS AND SLOPES
(AQUA N) \ \ 2�S` \ SHOWN. THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF SPOT ELEVATIONS z
\ \ nll I -Z T. I 1 E pE STAI
+� N 1 / 1 WHICH DO NOT APPEAR TO BE CONSISTENT WITH THE CONTOURS AND SLOPES.
I \ / S! pHON = SON PO } 1 SPOT ELEVATIONS AND SPECIFIC PROFILE DESIGN SHALL BE USED FOR SETTING
pE1 12 13 �- OM } \ ELEVATIONS OF CURB AND GUTTER AND UTILITIES.
` \ \ 1 I } 1 4 O"c s 1 - - # // 8. BEFORE ANY GRADING IS DONE, THE SURFACE OF THE SITE SHALL BE �� 1
I \ 71 11I \ \11 y _ PERM W(� G• SPOUZ 15 / STRIPPED OF TOPSOIL AS DEFINED BY THE SOILS REPORT. STRIPPED
! MATERIAL THAT IS SUITABLE FOR LANDSCAPING SHALL BE STOCKPILED FOR
] O ! 1 LATER USE AS DIRECTED BY THE GEOTECHNICAL ENGINEER.
\ 15E 1 1 I S ND F1 \ I / 9. IF A CONFLICT EXISTS BETWEEN THE PLANS, SPECIFICATIONS, OR SOILS
w DPP EX
MAILT dX I -'� 1 S 15 1 60 LF PERM. WQ
_� zOP` 1 L
REPORT, THE CONTRACTOR SHALL CONTACT THE ENGINEER FOR CLARIFICATION. ENGINEER
1 I 1b 0.57. Ofj 1 1 INN- p 11- 1 ' STRUCtURE 10. TOTAL SITE AREA: 2 56 ACRES
RAE-ORD
I I
N rn
J
z
CITY OF
FAYETTEVILLE, NC
VICINITY MAP
GALE: NONE
1 1 I \ f 5� PRSA1 1 1 SEE 1 x . DS . G• N X SAND (FILTER-F3 TOTAL IMPERVIOUS AREA:
®0% MITOP=1 5.0 EXISTING: 1.05 ACRES OR 41.0 X S D G ENGINEERING
DS ! �G P Sp I INV=12.4 PROPOSED: 1.31 ACRES OR 47.2 X
\ EXISTS C RB 'v \ 5 �p r x 1`�p* ' (SEE DETAIL AND APPROXIMATELY 2.48 ACRES WILL BE DISTURBED (INCLUDES 0.58 ACRES OFFSITE) P.O. BOX 680963
1 1 ND 1 R o, 40 1 1 D G ' �� ._ s -~ti
RO►� R�o96 Mlt X _ (�RKiS) is ►� P -�- - PR �FI�E SHEET C8B
_ SOIL SERIES MARIETTA, GEORGIA 30068--0017
1 �'y � � � � I GRAD TYPE "A OR C"
' �� N I I IN GRATE
PAINTS THE ENTIRE SITE IS CLASSIFIED AS FOLLOWS: 6 78- 560- 4161
1
1 LIMI 1 - 1 I I WgB - WAGRAM-URBAN LAND COMPLEX, 0-8% SLOPES, CUMBERLAND
I 1 I DISTUr B NCE -��` _ �Y } P _ - �j 1 / \ - -� + - LIMITS( OF COUNTY, NORTH CAROLINA.
l EXIST I B1 I �- _-, 1 I I I I. DISTUhBANCE SDG PROJECT No.
10305
1 EXIST 12 + 1� TOP=217 / s-�� r �\ 4 I I 1 I I FLOOD PLAIN NOTE:
I _ ND 1 I NOTE: V N TRACTOR
*ATE MAIN II l ! V 15� 2R 1 ti P - 216 EF 1c1�i l l �'� I 1 I MAY SU STTTUTE THE PROPERTY IS NOT LOCATED WITHIN A FLOOD WIZARD AREA PER FIRM
R�` 0v 1 1 I - - I- - - GRATE P FOR SOLID MAP NUMBER *3720040700 J" EFFECTIVE DATE JANUARY 5, 2007.
-- -�pC� 6330 SF CFO ES 1 II I 1 PATE ON GUTTER CLIENT
l EX1sr. siGAl PC ` E NOTE:
I � � I wM / � ~<4,�2 55 SQ,�6 5 � � I J I I I 1 SI E OF (SAND FILTER
I EXIST. DWCB I EXIST. 2 WL I I UCTI.IRE, WHERE PRIOR TO ANY CONSTRUCTION, THE CONTRACTOR SHALL VERIFY THE
} ��I NR 215.
.0 ' AQUA Nt) ExISY �1 1 cji+ 'l GM 1� FFE 1 ll,f III I I TIN SOW POINTS LOCATION OF ALL EXISTING UTILITIES AND GRAVITY STORM AND SANITARY GLM FAYETTEVILLE BUNCE, LLC
ti 1 y \ f I SEWER LINES TO DETERMINE THE ACCURACY OF SURVEY INFORMATION
ll lNV209.0 (24" �U) ]� �5" RCP? 1 % I 1 ` 1� I `' I ( REFLECTED ON THESE DRAWINGS. ADDITIONALLY, THE CONTRACTOR SHALL 3715 N ORTH SI DE PK WY., N W
VERIFY THE ELEVATIONS OF ALL CONNECTIONS RELATIVE TO THOSE SHOWN BLDG. 200
5T. + 1 I llr ��� 1 i I I 1 rn I I ON THESE DRAWINGS. IF DISCREPANCIES ARE DETERMINED CONTACT THE ' SUITE 750
13" RCP ENGINEER. ATLANTA, GEORGIA 30327
I E IST. CAUTION --�- NOTICE TO CONTRACTOR
770- 512- 8200
W� I �- ` �. 11 � \, 1 1 I 1 1
EXIST CB
TOP=212.4 EXIST. \ ma's co II '" O v C I I I I THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR
I I ERE VA 96 1 1 1 2T 7 } 1 1 I I
T' ~ ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON
INV=209.1
E T]ON } 1 1 �. �. RECORDS OF THE VARIOUS UTILITY COMPANIES AND, WHERE POSSIBLE,
- 15
EjXISTORM AYH } EXIS CB A l �1 ►'� 1 1 1 I I 1 I MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED
l` 1 P 1 ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE
EXIST. 8" WL 111� T =219.3 f 1 I TOP 15.6 l 1 11 �, + h LOCAL UTILITY LOCATION CENTER AT LEAST 48 HOURS BEFORE ANY
(AQUA NC) 1 II V=2 8.6 1 } !NV=209. 3 p Ill 6 �� r 1 1 1 1� 1 -1al 1 1 G I EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF THE UTILITIES. IT
I ! V=2 8.6 I P - 1 1 111 1 1 4� 0 5 R[t� - - I SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL
P p `CONVERT TO I 0' 1 \ 1 c§1 \ 1 �1 1 a EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED UTILITIES SHOWN ON
EXIST SIGNAL BOX }JB TOP � 1 1 �- I y 1l 1 18 � �iK f� I CONC. DROP INLET Afi
/ 1 1 1 1 tl� ITC- 20 ®10� /�sHEE� 1 1 �S PER NCDOT STD. 840.14 THE PLANS.
�1I! CURB FLUM \ / IX 1 `'� I1 11� l 1•tDPROF1� h I \\ II AND STD. 840.16 (OR EQUAL)
FIBER OPTIC SIGN f EXIST ! �� SEE ETiAIL Q' Ill 1 Illl _ 5EE $A 15 i 1 TOP=14.5 THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO EXISTING
V
Io SHEE 8A1 l 1 - SH- - f INV=12.3 IMPROVEMENTS AND UTILITIES AND SHALL REPAIR ANY DAMAGE AT HIS
F8ER OPTC JJ� 24 RCP 1 n I n t� --iC15 T MAID `� / I 1 \ 1 1' SEE DETAIL SHEET 8A EXPENSE.
1! 4 4
/ 1 � 0 I EXIT I is I f PRIOR TO ANY CONSTRUCTION, THE CONTRACTOR SHALL VERIFY THE 4 12/01/11 HJW PER DENR COMMENTS
Box �n _ -
h ty Ex T FIB 0 \ LOCATION OF ALL EXISTING UTILITIES AND GRAVITY STORM AND SANITARY
A BOX 1 1� 11 I \ 63 LF-18 RCP O 0.5X 3 11/14/11 HJW PER PWCIDENR COMMENTS
EXIST POWER o / I / �1 I� 15 1 - I
SEWER LINES TO DETERMINE 11-1E ACCURACY OF SURVEY INFORMATION
/ 18 RCP \ o ,� 4- - SEE PROFILE SHEET 8A 2 10/13/11 HJW PER CITY COMMENTS
METER / I \ 1 III � � REFLECTED ON THESE DRAWINGS. ADDITIONALLY. THE CONTRACTOR
A \ METAL \ 11 1 1 `' 1 12 RCP I I I SHALL VERIFY THE ELEVATIONS OF ALL CONNECTIONS RELATIVE TO THOSE
EXIST SIGNAL 80X z DISTUR ANCE ' RAFFIC I 1 L I PRECAST CONC. JB A7 SHOWN ON THESE DRAWINGS. IF DISCREPANCIES ARE DETERMINED
I 1 08/23/11 MDR PER DENR COMMENTS
IGNAL POLE�� S\ 1 L �'� ELECTRICAL I I PER CITY OF FAYETTEVILLE STD. CONTACT THE ENGINEER.
EXIST STORM MH TS TS T \ OUTLET - _ OR EQUAL)
TOP= 214.2 =15. B
INV=198.8 / - �` �� -� \ �L � EXIST. I TO 2.6
EX15T. C8 A2 t� �\� /715- EXIST. SI N s EE TAIL SHEET 10
/ / METAL `�` TOP-215. E,IIS� S 18" RCP /
h �"` - � 214
�✓ -- .-Z D / / P TRAFFIC P If INV-210. 1/R ' - -2 5 - - -
/ SIGNAL POLE
P E--- 215-._ ~
NO. DATE BY DESCRIPTION C
REVISIONS
CERTIFICATION AND SEAL
I HC EXI T s� ~2�6 Ip --- --� �� -- ~ Y I HEREBY CERTIFY THAT THIS
EXIST
P - -� =-- PLAN AND SPECIFICATION
CP �� / � i I T. I _ � 1 P �
RAMPS I II SIG \ ` I ,'��UNDER--�15' WAS PREPARED BY ME OR
1 } I _Z EXj" EXIST CB A3 Q EXIST CURB - - r \ SUPERVISION AND THAT I AM
/ IrLUME EXIST 4" - ) �` /
TOP= 213.9 EXI
AND GUTTER PVC SAN. EX15T. CB A5 �� �_ � 1
/ EXIST. INV=211.5 TOP=214.4 T?!IST CURB7 -��
/ 15" RCP I INV=11.5 SEWER ��OP=214.6 1:212 0 4NG GUTTER 2y / A DULY REGISTERED
6 G� EXIST. SAN I�jU=212,1 _ 6, \LIMITS OF ARCHITECT OR ENGINEER
EXIST. 12" t f CONC. DROP INLET C1 1\ '! LIMITS OF SEWER MH INV=12.1 64 LF-18" RCP SA'NT 8 4$/LF-18" RCP DISTURBANCE UNDER THE LAWS OF THE
y \ -8 LF-18" � DPE �-'�TSTURBANCE-�)P=21fi.0 0 0.5% O 0.5X EXI
WATER MAIN( PER NCDOT STD. $4.0.14 � V � / -�.� SEWER � STATE OF NORTH CAROLINA
\ 0 2.5% a INV=208.5 SEE PROF- SEE PROFILE ANC
AND STD. 840.1fi (OR EQUAL) }� -SEE P FILE CONC. DROP INLET E1 SHEET BA �� �� AS SIGNIFIED BY MY HAND
tr \\ TOP=14.3 1 _ SHEET BA PER NCDOT STD. 840.14 SHEET 8A �i AND SEAL.
- - - I tNV=11.7 VI / -- - ---ANT--S-TD. 840.16 (OR EQUAL) CONCH- TOP INLET A9
SEE DETAIL SHEET 10 i/ \ 16� TOP=14.3 CONC. DROP INLET%08 PZF3� IQCDOT STD. 840.14
INV=12.3 PER T 'A]. 840.14 -SM. 840.16 (OR -EQUAL) STORE #15151
\ -- DETAIL SHEET 10 AND STD. 840.16 (OR EQU�j i TOP=15.4
T'OP=15.4 INV=13.1 PROJECT NAME
/ - - -� EXI lam- NCRETE MEDIAN �- //INV=112. -~ i , ~--SEE-DETAIL SHEET AA�
EXIST S.7 / SEE DETAIL SHEET` 8A / WALGREENS PHARMACY
-rt 1 TC3P=215.7 / / - - - - - - - -- - / 6330 RAEFORD ROAD
I INV=210.6 / EXIST. -T - /- i CITY OF FAYETTEVILLE
_'I I EXIST SWCB `- EXIST i / -t EXIST CONCRETE MEDIAN �-
II"DOGH?6SE" CONC. DROP INLET AV- SIGN SIGN ��t0 �� \ - ` - PIN No. 0407-30-0505, 0911, 0724- 0407-20-9616, 9812
j I rS� PER IjICDOT STD. 840.14 CUMBERLAND COUNTY, NORTH CAROLINA
r' AND/STD. 84GA6-(OR EQUAL)
I
WITF11 CONC. CURB AROUND INLET R 0 A I 5 0 / t y Y �%vv \\
`� l
DRAWING TITLE
J P_r h eo de C g ra4 �TOP714.2 �- j
�J 45 MPH osl S��p -��
° NORTH �a - �✓_ INV=(� P ed
GRADING PLAN
CADD PLOT:
SCALE: 1" = 30
DRAWING No.
�� - - --
g 12" WV W SEE D L SHEET 10 __._q 2, OQQ A[ T1 - - -
II
CAROLINA '�� ��� 12'"wv `�-W� w-`-_
VOID PLOT'
_
ONE -CALL ��. 2��'� `��--� w - w� W w w_ - -J
JAI - - -
DRAWN B
Y IW
CENTER
BEFORE ANY EXCAVATION WORK BEGINS OR ANY WORK BEGINS
WITHIN TEN(10') FT. OF OVERHEAD POWER LINES OF 750 VOLTS OR
MORE, NOTIFICATION MUST BE MADE TO THE UTILITIES PROTECTION
CENTER (UPC) AT 1-800-632-4949
EXIST ASPHALT - - - - w - w r - 215 _ 4 A
\ _ EXIS.• SIDEWALK DRIVWA-r_`
E) lST SIDEWALK~�
EXIST ASPHALT DATE: 08/05/11
s FH \ - - P P - p_ - - - �� P P S2 P DRIVEWAY SUPERSEDES
METALTRAFFIC r - rs\ _ - - - -- ` Exlsr. -P P P _ _P _ _ - PLAN DATED: REVIEWED BY:
OF 15 DWGS.
SIGNAL POLE _ TS TS- /jl� �� 1 / -� \ �_ SIGN - -- - - - -,15- - -` `- MDR

CONSTRUCTION SCHEDULE
1. OBTAIN PLAN APPROVAL AND OTHER APPLICABLE PERMITS.
2. FLAG THE LIMITS OF DISTURBANCE AND THE BUFFER AREA.
3. HOLD PRECONSTRUCTION CONFERENCE AT LEAST ONE WEEK PRIOR TO
STARTING CONSTRUCTION.
4. INSTALL SEDIMENT BASIN AS THE FIRST CONSTRUCTION ACTIVITY TO INCLUDE THE
TEMPORARY DEWATERING DEVICE (SKIMMER), SURFACE ROUGHENING ON 2.5:1 SLOPES
AND BAFFLES.
5. INSTALL INLET PROTECTION ON EXISTING STORM STRUCTURES ONSITE AND OFFSITE.
INSTALL CONSTRUCTION ENTRANCE/EXIT. INSTALL PERIMETER SEDIMENT BARRIER
(SILT FENCE).
6. BEGIN DEMOLITION OF EXISTING STRUCTURES AND APPERTUNANCES AS SHOWN ON
THE DEMOLITION PLAN.
7. CONSTRUCT TEMPORARY DIVERSIONS TO SEDIMENT BASIN AND EXISTING STORM
STRUCTURES AND VEGETATE DISTURBED AREAS.
B. ROUGH GRADE SITE, STOCKPILE TOPSOIL, CONSTRUCT CONCRETE FLUMES, INSTALL
CULVERTS AND DRAINAGE STRUCTURES, INSTALL INLET PROTECTION ON PROPOSED
STORM STRUCTURES,
9. MAINTAIN ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES TO INCLUDE
PERIODIC DRESSING OF THE CONSTRUCTION EXIT, REMOVAL OF SEDIMENT FROM THE
SEDIMENT BASIN, TEMPORARY DIVERION CHANNELS AND INLET SEDIMENT PROTECTION
DEVICES WHEN HALF FULL. TEMPORARY SEEDING AND MULCHING DISTURBED AREAS
THAT ARE TO BE LEFT BARE FOR MORE THAN 7 DAYS.
10. INSTALL UTILITY LINES TO INCLUDE WATER/SEWER/GAS AND POWER.
11. CONSTRUCT BUILDING.
12. FINISH THE SLOPES AROUND BUILDINGS AS SOON AS ROUGH GRADING IS COMPLETE.
LEAVE THE SURFACE SLIGHTLY ROUGHENED AND VEGETATE AND MULCH IMMEDIATELY.
13. INSTALL CURB AND GUTTER, PAVEMENT AND REMOVE TEMPORARY
DIVERSION CHANNELS.
14. FINE GRADE AND INSTALL FINAL LANDSCAPING TO INCLUDE SODDING
15. TEMPORARY DEWATERING DEVICE (SKIMMER) SHALL BE REMOVED AND REPLACED
W/PERMANENT WQ DEVICE (WATERMANN) WHEN SITE IS 85X STABILIZED.
16. INSTALL RIPRAP OUTLET PROTECTION,
17. REMOVE SILT FENCE, INLET PROTECTION DEVICES AND CONSTRUCTION EXIT. REMOVE
BAFFLES FROM SEDIMENT BASIN.
10. ALL EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE INSPECTED DAILY.
NEEDED REPAIRS AND MAINTENANCE SHALL BE MADE IMMEDIATELY.
19. ESTIMATED TIME BEFORE FINAL STABILIZATION - 5 MONTHS.
ELEVATION NOTE:
PROPOSED CONTOUR ELEVATION 20 = DATUM ELEVATION 220
(ADD 200' TO ALL PROPOSED CONTOURS)
GRAPHIC SCALE
20 0 10 20 40
{ IN FEET )
i inch = 20 it,.
OWNER/DEVELOPER
GLM FAYETTEVILLE BUNCE, LLC
3715 NORTHSIDE PKWY., NW
BLDG. 200, SUITE 750
ATLANTA, GEORGIA 30327
770-512-8200
SURVEYOR
GEORGE L LOTT
126 ROWLAND CIRCLE
FAYETTEVILLE, NC 28301
910-494-2178
CIVIL ENGINEER
SDG ENGINEERING
P.O. BOX 680963
MARIETTA, GA 30068
678-560-4161
24 HOUR CONTACT
SCOTT A. MOORE
678-296-7710
�erh eo de�grO,,
°� NORTH �`�
CAROLINA
ONE -CALL
CENTER V
BEFORE ANY EXCAVATION WORK BEGINS OR ANY WORK BEGINS
WITHIN TEN(10') FT. OF OVERHEAD POWER LINES OF 750 VOLTS OR
MORE, NOTIFICATION MUST BE MADE TO THE UTILITIES PROTECTION
CENTER (UPC) AT 1-800-632-4949
1,
,1 111
111 IXI
III I�1 /
CIS /
GRADING NOTES
1. CONTRACTOR SHALL USE THE COMPACTION RECOMMENDATIONS CONTAINED
r X _ - / 15 1 WITHIN A SEALED GEOTECHNICAL REPORT FOR THIS PROJECT PREPARED BY
�1`1V'11E� �+��- SHEt Y 1 p°1a 11 &'sea� LF TERRACON CONSULTANTS, INC., DATED DUNE 2, 2011.
SEE p pPE 1 •5qo pFl)l-E 2. ALL CONSTRUCTION SHALL MEET OR EXCEED ALL APPLICABLE CITY OF
0 15 I _ '�� - - E PR FAYETTEVILLE AND NCDOT CONSTRUCTION STANDARDS AND SPECIFICATIONS.
t in can/ fre 2, o P / SHEEN 3. IF DURING THE GRADING PROCESS, CONDITIONS ARE ENCOUNTERED
��� ENV pISwRB A� / 2 %! / INDICATING
AN EN UNIDENTIFIED CONDITION, THE ENGINEER SHALL BE CONTACTED
_ _
tri C) ♦- / 13 16.1 5 i 1
!! 15 4 x N �Q / i' 1 4. THE CONTRACTOR SHALL ADJUST ALL MANHOLE COVERS, VALVE COVERS,
th 1 1 i HP / CLEAN OUTS, VAULTS, BOXES, AND GRATES, EXISTING AND PROPOSED, TO
"AS -CONSTRUCTED" FINISHED GRADE.
5. IF GRADE ADJUSTMENTS ARE REQUIRED, THE CONTRACTOR SHALL NOTIFY
T I FED S
� / 1 THE ENGINEER TO INVESTIGATE SUCH ADJUSTMENTS.
1 SIB / HONE P PON =�.� LAN SEE N 16 0 / 6. ALL DRAINAGE STRUCTURES SHALL COMPLY WITH THE LATEST
P j\ON STANDARDS APPROVED BY THE NCDOT (OR EQUAL). DE E 12 13 _ M CON 1 \ ry 7. SPOT ELEVATIONS SHALL TAKE PRECEDENCE OVER CONTOURS
AND 1 1 1� -'` r•4 S �;�jG FROM ��R 1 �� .�ES
10SHOWN. THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF SPOT ELEVATIONS
WHICH DO NOT APPEAR TO BE CONSISTENT WITH THE CONTOURS AND SLOPES.
SPOT ELEVATIONS AND SPECIFIC PROFILE DESIGN SHALL BE USED FOR SETTING
II �� 1 `� Ar 1� 1 S pia 5 ' SPoV�s 6 / / 1 ELEVATIONS OF CURB AND GUTTER AND UTILITIES.
iEp 1 � � �ERM '' ooWN MAN 1 ! '
II1.pgo i' ! 8. BEFORE ANY GRADING IS DONE, THE SURFACE OF THE SITE SHALL BE
�4 STRIPPED OF TOPSOIL AS DEFINED BY THE SOILS REPORT. STRIPPED
MATERIAL THAT IS SUITABLE FOR LANDSCAPING SHALL BE STOCKPILED FOR
LATER USE AS DIRECTED BY THE GEOTECHNICAL ENGINEER.
9. IF A CONFLICT EXISTS BETWEEN THE PLANS SPECIFICATIONS
. OR SOILS
60 LF PERM. WQ REPORT, THE CONTRACTOR SHALL CONTACT THE ENGINEER FOR CLARIFICATION.
I� �OP_11.5 I1I1
1 I 5qa 1 V �L I \ STRt
, I \ p. F LE INU C�U RE 10. TOTAL SITE AREA: 2.56 ACRES
R SIMPERVIOUS AREA:
II 11 �IN E X �� ps LpG• \NA X 1 SAND /FILTER-F3 TOTAL EXISTING: 1.05 ACRES OR 41.0 X
�\ .pqa M 1 TOP= 15.0 PROPOSED: 1.31 ACRES OR 47.2 X
6 ^^? p+' PVC' �® k ` INV=11112, 4 APPROXIMATELY 2.48 ACRES WILL BE DISTURBED (INCLUDES 0.58 ACRES OFFSITE)
EXIST C RB r� \ , '6 1 S ps 1 poWNSP ` X� _ 1 ` ISEE 6ETAIL AND SOIL SERIES
�' _ 1 \, G '- D�\ ` _- �`PROFI�E SHEET C8B THE ENURE SITE IS CLASSIFIED A5 FOLLOWS:
ND ER � I � � �n 1 /p _� �� �-��p J -
1 I 1 I 1 16 5 BLp M11' *fit P �[S T - _
P I I, I LP 4 COUNTY, NORTH CAROLINA.
ND COMPLEX, 0-896 SLOPES, CUMBERLAND
16 10„ is ok - -- �\ I I ! GRA* TYPE "A OR C"
4 powNS-_IIN Law POINTS THE PROPERTY IS NOT
FLOOD PLAIN NOTE.
LIMIT 0� 11 1 \ . l P i - - T r I \ ! !! I I+ MAP NUMBER "3720D40 LOCATED WITHIN A FLOOD HAZARD AREA PER FIRM
UIP B N C E_ ---- o I- _ L I M I TS OF 00 J EFFECTIVE DATE: JANUARY 5. 2007.
D I S T
> -� �/°� I N4D ) + DISTUkBANCE NOTE.
N
EXIST DI B 1 p/� _ _ -1II f I I II I PRIOR TO ANY CONSTRUCTION, THE CONTRACTOR SHALL VERIFY THE TOP- 1.t 7 r / , No I ' ` I ! N TE. NTRACTOR LOCATION OF ALL EXISTING UTILITIES AND GRAVITY STORM AND SANITARY
1 t ,p � � / 1� I I
Z�iae9
FACILITIES PLANNING AND DESIGN
200 WILMONT ROAD, DEERFIELD, IL
847-940-2500 60015-4616
PROJECT TYPE
DRAWINGSISPECIFICATIONS BY:
❑ WALGREENS'
0 LANDLORD'S CONSULTANT
ALL CONSTRUCTION WORK, UNLESS NOTED OTHERWISE, BY:
❑ WALGREENS' CONTRACTOR
LANDLORD'S CONTRACTOR (TURNKEY CONSTRUCTION)
STORE I BUILDING
NEW...........
NEW...........
REMODELING . . . .
EXISTING . . ❑
RELOCATION ...... ❑
NEW SHELL ONLY . . . ❑
OTHERS . . . . . . . . .❑
0
WILSON AVE.
z �
� � z
RAEFORD
Q
s Q
1 N V= 2 0.6 1 _ - 2� f� _ `�� 1 1 `J� I - I I € SEWER LINES TO DETERMINE THE ACCURACY OF SURVEY INFORMATION z =
i % I _ MAY SU STI TU TE REFLECTED ON THESE DRAWINGS. ADDITIONALLY, THE CONTRACTOR SHALL m
N V=10.5 1 P - // - _ c r �1 P•�F �P �N �1 i I - - I I I GRATE TIOP FOR SOLID VERIFY THE ELEVATIONS OF ALL CONNECTIONS RELATIVE TO THOSE SHOWN z
l 1 I I ON THESE DRAWINGS. IF DISCREPANCIES ARE DETERMINED CONTACT THE
SF _ PLATE ON CUTTER ENGINEER.
EXIST. SIGN Iz
1 �\ '7 WM �a `" A,$Z� SP �c� Ir- �1 �� I ' �' SIDE OF ISAND FILTER CAUTION - NOT CITY OF
EXI5T.I2� WL l �j 1 55 5 I 1 I I STRUCTURE WHERE ICE TO CONTRACTOR
I ram• k' �� FE�16 1 I ! I ! I I I THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR FAYETTEVILLE, NC
A QUA7 N , F 1 I / I ' I 11T I N OW POINTS ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON
`p js / GM �� 1 1 - - - 1 I RECORDS OF THE VARIOUS UTILITY COMPANIES AND, WHERE POSSIBLE, VICINITY M A P
�U 15 RCP? 1 % ` 1 I �' _ I I I I I MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE SCAL : NONE
LOCAL UTILITY LOCATION CENTER AT LEAST 48 HOURS BEFORE ANY
- I , m l 111 1 II I I 1 tips$ I EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF THE UTILITIES. IT
ST. L I 1 I �y,l , I ! I ! I SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL ENGINEER
I II 18 " RCP +4 1 �, �11 i 111 1 j I I 16,2! I EXISTING UTIUTIES WHICH CONFLICT WITH THE PROPOSED UTILITIES SHOWN ON
! THE PLANS.
51 I I SDG ENGINEERING
►� 1 I 18. 19 I I THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO EXISTING
IMPROVEMENTS AND UTILITIES AND SHALL REPAIR ANY DAMAGE AT HIS P.O. BOX 680963
,- _ _Q C ��� 4 I + I EXPENSE. MARIETTA, GEORGIA 30068-0017
I CO III � r � I I I I � I PRIOR TO ANY CONSTRlICT10N, THE CONTRACTOR SHALL VERIFY THE
EREL VAT 2� 8 `SqI 1 5'- 1 ) � LOCATION OF ALL EXISTING UTILITIES AND GRAVITY STORM AND SANITARY 678-560-4161
ti;Tl ON I 1' ' ' 11 \I 1 1111 'sS ^� �6 2 7 J - - - - 1 1 I - I- - _I - - �` SEWER LINES TO DETERMINE THE ACCURACY OF SURVEY INFORMATION
I
I I I / 1 I 1 1 1 1 �� �- 5 - _ ,�'� - 11 1 1 I I I- 15 REFLECTED ON THESE DRAWINGS. ADDITIONALLY, THE CONTRACTOR
I 1 ` I 1 �6' - - S-9 i I I I SHALL VERIFY THE ELEVATIONS OF ALL CONNECTIONS RELATIVE TO THOSE
It�1H ,I EXIS CB A ` I 1 Il >�.4 _ _ T r 1 1 1 I I r SHOWN ON THESE DRAWINGS. IF DISCREPANCIES ARE DETERMINED SDG PROJECT N0, 10305
I ' I TOP= 15. 6 �4� I \\ , ) 1 1 111' �`''g ,�`O'.c' 1 'I ll 1V� �I I 1 CONTACT THE ENGINEER.
` , INV= 09.9 4 , �I 1 '\ 1 1111'1 %6 10 - : 16 76.4 ', , I F_1$1 Hp
1 P 1 1 ` 111 - ��. .� 41 1 1 41 �` o I I 1 I CLIENT
p 1 1 1 11 1-,�:,`,> 1 �' 1 1 1 s p.5q
CONVERT TO I�4_ U` 1 1 �1 ,'� \ 4� 6
�I,It�„ '1 1 1 11�5 �� 1 -`"`r��I r` ll 1 _1g" S kl l CONC. DROP INLET A6
JB TOP 1 1 1� 11 7f a,, �� '`ZO LF 1 pqa SNEE�C I I �s / GLM FAYETTEVILLE BUNCE, LLC
� CURB FLUM N ' ``' I �` 1 1 �L ` _ ® 1 4 I PER NCDOT STD. 840.14
\ „� 1 1 I �a 1 „�_ .� , _ ALE 3715 NORTHSIDE PKWY. NW
PROF h 14 1,�e /I / AND STD. 840.16 (OR EQUAL) '
SEE ETAIL °? // lU' ,11 II y�l ° _ _ _ - SE EEC BP 15 _ \ - _ / TOP=14.5 BLDG. 200, SUITE 750
Io SHEE 8A �I I 1 , 1152 1 11� J - _-_- SN - fi- \
ATLANTA, GEORGIA 30327
_ ! � INV=12.3
�� �� I ' , �p - �_ _ _ << �`\\ ,� II f ll tip.3 SEE DETAIL SHEET 8A 770- 512- 8200
I\ I 1 Effl' T �r 1 ,`�' 1 _- ,� 1 111 i t4 I \ S/
` - 275 _ _ 1 1 1� 8 \
I EX T 1 1� 11 - !-- \ / 63 LF-18 RCP ® 0.5%
CoeM E BOX , 15 1 I I €
Ij� 18 RCP \ \ Ill -o 1 1 L _ I-- SEE PROFILE SHEET 8A
T I 1 11
1` �\ 1 METAL \ u I 1 ', L- �" rl i 12"I RCP I ,� jso z DISTURBANCE � I� i 1 RAFFIC 1 ' I 1 L- 14 T I I PRECAST CONC. JB A7
I S \ uI c' 1 1 , L _ I �PER CITY OF FAYETTEVILLE STD.
ll U \\ �1GNAL POLE 111 � , , 1 _ �_ �E' ELECTRICAL I �! I \
Ts --� v 1 L _ -_ O�TLET� _-�- '(OR EQUAL)
TOE=15.8
_ �X/sT. sl N 's 1N V� 2.6 �,
EXIST E A2 l\ - -- 4 12/01/11 HJW PER DENR COMMENTS
` EXIST 15 1� RCP `SEE D TAIL SHEET 10
1 TOP=215.3 \ S /i , / _ 3 11I14111 HJW PER PWC/DENR COMMENTS
P / INV-210.5 �� 1! ecP -� \ __ -- - 5 _- _ meow�� 21 � --- ---- 1 P w - - - 4 I -Ulm
2 10I13/11 HJW PER CITY COMMENTS
-215-------_ �---�
1p _ _ _ _ - ^��� � \ �� w r - - 1 08/23/11 MDR PER DENR COMMENTS
/ 6 I ^-R
1 EXIST HC EXI\ST - _ 6 P P _ - �"" NO. DATE BY DESCRIPTION CONST
- 16/ - -
I RAMPS I SIGMA , // / - = -- - �_7 tis� s _ _ REVISIONS
1 4 �*\it
(OEXOT. EXIST. CB A � � - -= -`-� = `� A N _ _ y°� - CERTIFICATION AND SEAL
/ I ,FLUME EX, S T. CURB EXIST 4 - - .0=,_ cv
I TOP=213.9 AND GUTTER c EXIST. CB A5 EXIS D � �� �,,, ,� I HEREBY CERTIFY THAT THIS ggt:3rf
EXIST ��j� / INV-2� PVC SAN. TOP=214.4 EXIST. CURB
/ SFWFR TOP=214. 6 6'O PLAN AND SPECIFICATION
15 RCP I I INV =11.5 V=212.0 AND GUTTER 2 /' WAS PREPARED BY ME OR .�°`3y��°A� V
_ 6 � EXIST. SAN INV-212. 1 - �6 .o�
EX�S_T / ►' UNDER MY DIRECT �s��SSiO
SEWER MH INV=12.1 64 LF-18" RCP LF-18 RCP
CONC. DROP INLET Cl \\ ���LF--18" /HDPE LIMITS OF SAN _ SUPERVISION AND THAT I AM f
PER NCDOT STD. 840.14 D--� BANCE TOP=216.0 @ Q.5% C�3 0.5�
� _ � � �_ ° SEWER i A DULY REGISTERED
C�➢ 2.5� Cry �� ARCHITECT OR ENGINEER 4;
AND STD. 840.16 (OR EQUAL) `P OFILIE IN CONC. DROP INLET E1� SEE PROFILE
SEE -PROFILE
� �SHEET 8A � SHEET 8A _- ��� UNDER THE LAWS OF THE r� �.�►.p
TOP=14.3 SHEET 8A PER NCDOT STD. 840,14 STATE OF NORTH CAROLINA
~ ' ANDL-�TL1L1. 840.16 (OR EQUAL) CONC AS AND SIGNIFIED BY MY HAND
INV=11.7 } 4 t'' / . - - -. �
.1 SEE DETAIL SHEET 10 ;' �� TOP=14.3 --� CONC. DROP INT��8 PEA=
INV=12.3 PER NN `_0T-'STD. $# -
- '� STORE #15151
\ SEA -NAIL SHEET 10 AND -STD. 840.16 (OR EQUAL-Y�,- TOP=
� � PROJECT NAME
,rOP--� 5•4 INV=
/' INV=12.9- ' / WALGREENS PHARMACY
-� Exls��r c NCkETE MEDIAN SEE DETAIL SHEE-8A //
EXIST SWCB y ____ � - _! � � � / / Ste- 6330 RAEFORD ROAD
TOP=215. % /� z �- ___ �- -- // �� / CITY OF FAYETTEVILLE
PIN No. 0407-30-0505, 0911, 0724; 0407-20-9616, 9812
INV-270.6 / => EXIST - -� - CUMBERLAND COUNTY, NORTH CAROLINA
EXIST SWCB cn -� �- SIGN EXIST b EXIST CONCI
DRAWING TITLE
DOGHOSE CONC. DROP INLET A4 SIGN �N �\ GRADING PLAN
l PER I`,CDOT STD. 840.14 \
I- AND/ ST[�-&4&16 (OR EGUAL) CADD PLOT: SCALE: 1" = 20' DRAWING NO.
RAE 0WITH CONC. CURB AROUND INLET --�ROAD 150'
,
TOP-14.2 l4� DRAWN BY:
45 MPI- posted speed HJW
INV (`NfiL-
-EXIST.) ---�. \VOID PLOT:SEE DS��ET 10 (4-,000LqDT --_--4B
`
' - �w w _1
1 `� J --` -�_-_ -' � / � SUPERSEDES DATE: 081o5i11
12 WV w_ _
_ w
W PLAN DATED: REVIEWY:
MDR
I - OF 15 DWGS.

CONSTRUCTION SCHEDULE
1. OBTAIN PLAN APPROVAL AND OTHER APPLICABLE PERMITS.
2. FLAG THE LIMITS OF DISTURBANCE AND THE BUFFER AREA.
3. HOLD PRECONSTRUCTION CONFERENCE AT LEAST ONE WEEK PRIOR TO
STARTING CONSTRUCTION.
4, INSTALL SEDIMENT BASIN AS THE FIRST CONSTRUCTION ACTIVITY TO INCLUDE THE
TEMPORARY DEWATERING DEVICE (SKIMMER), SURFACE ROUGHENING ON 2.5.1 SLOPES
AND BAFFLES.
5. INSTALL INLET PROTECTION ON EXISTING STORM STRUCTURES ONSITE AND OFFSITE.
INSTALL CONSTRUCTION ENTRANCE/EXIT. INSTALL PERIMETER SEDIMENT BARRIER
(SILT FENCE).
6. BEGIN DEMOLITION OF EXISTING STRUCTURES AND APPERTUNANCES AS SHOWN ON
THE DEMOLITION PLAN.
7. CONSTRUCT TEMPORARY DIVERSIONS TO SEDIMENT BASIN AND EXISTING STORM
STRUCTURES AND VEGETATE DISTURBED AREAS.
8. ROUGH GRADE SITE, STOCKPILE TOPSOIL, CONSTRUCT CONCRETE FLUMES, INSTALL
CULVERTS AND DRAINAGE STRUCTURES. INSTALL INLET PROTECTION ON PROPOSED
STORM STRUCTURES.
9. MAINTAIN ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES TO INCLUDE
PERIODIC DRESSING OF THE CONSTRUCTION EXIT, REMOVAL OF SEDIMENT FROM THE
SEDIMENT BASIN, TEMPORARY DIVERION CHANNELS AND INLET SEDIMENT PROTECTION
DEVICES WHEN HALF FULL. TEMPORARY SEEDING AND MULCHING DISTURBED AREAS
THAT ARE TO BE LEFT BARE FOR MORE THAN 7 DAYS.
10. INSTALL UTILITY LINES TO INCLUDE WATER/SEWER/GAS AND POWER.
11. CONSTRUCT BUILDING.
12. FINISH THE SLOPES AROUND BUILDINGS AS SOON AS ROUGH GRADING IS COMPLETE.
LEAVE THE SURFACE SLIGHTLY ROUGHENED AND VEGETATE AND MULCH IMMEDIATELY.
13. INSTALL CURB AND GUTTER, PAVEMENT AND REMOVE TEMPORARY
DIVERSION CHANNELS,
14. FINE GRADE AND INSTALL FINAL LANDSCAPING TO INCLUDE SODDING
15. TEMPORARY DEWATERING DEVICE (SKIMMER) SHALL BE REMOVED AND REPLACED
W/PERMANENT WO DEVICE (WATERMANN) WHEN SITE IS 85% STABILIZED.
16. INSTALL RIPRAP OUTLET PROTECTION.
17. REMOVE SILT FENCE, INLET PROTECTION DEVICES AND CONSTRUCTION EXIT. REMOVE
BAFFLES FROM SEDIMENT BASIN.
18. ALL EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE INSPECTED DAILY.
NEEDED REPAIRS AND MAINTENANCE SHALL BE MADE IMMEDIATELY.
19. ESTIMATED TIME BEFORE FINAL STABILIZATION - 5 MONTHS.
GRAPHIC SCALE
20 0 10 20 40
( IN FEET )
1 inch = 20 ft.
OWNER /DEVELOPER
GLM FAYETTEVILLE BUNCE, LLC
3715 NORTHSIDE PKWY., NW
BLDG. 200, SUITE 750
ATLANTA, GEORGIA 30327
770-512-8200
SURVEYOR
GEORGE L. LOTT
126 ROWLAND CIRCLE
FAYETTEVILLE, INC 28301
910-494-2178
CIVIL ENGINEER
SDG ENGINEERING
P.O. BOX 680963
MARIETTA, GA 30068
678- 560- 4161
24 HOUR CONTACT
SCOTT A. MOORE
678-296-7710
�erh en
NORTH
CAROLINA
ONE -CALL
CENTER
BEFORE ANY EXCAVATION WORK BEGINS OR ANY WORK BEGINS
WITHIN TEN(10') FT, OF OVERHEAD POWER LINES OF 750 VOLTS OR
MORE, NOTIFICATION MUST BE MADE TO THE UTILITIES PROTECTION
CENTER (UPC) AT 1-800-632-4949
,\er9ro,
EXI
T16.1
�P � EXIST. 8"
I N V= 2 0 SANS SE-WER
i \
EXI N SEWER ! _ - - - 00I W �- i = �a w+
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cfs
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ft.
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ft.
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ft.
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ft.
VEL. AVG.
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18
67
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0.91
7.96
0.30
2.2
10.5
11.5
11.6
12.6
5.7
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18
31
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7.96
0.13
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11.5
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12.8
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18
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7.96
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18
47
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0.15
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1 13.2
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1 18
63
0.5
0.95
7.96
0.07
0.5
12.3
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1 13.3
13.3
2.1
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18
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13.4
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13.4
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15
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10.5
11.3
11.5
11.8
2.7
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18
8
2.5
0.85
7.96
0.05
0.3
11.5
11.7
11.7
1 11.9
2.0
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18
20
1.0
0.88
7.96
0.16
1.1
12.1
12.3
12.5
1 12.7
2.9
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STRUCIfURE
1 SAND FILTER--F3
STOP=15.0
INV=112.4
1 SEE 6ETAIL AND
PROFILE SHEET C8B
--$ LP
GRA* TYPE "A OR C"
II IN LOW POINTS
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L
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(ft.
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ft.
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ft.
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VEL. AVG.
(fps)
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18
67
1.5
0.91
10.44
0.30
2.9
10.5
11.5
11.7
12.7
6.8
A3-A4
18
31
0.3
0.80
10.44
0.13
1.1
11.5
11.6
13.1
13.3
4.4
A4-A5
18
87
1.0
0.90
10.44
0.20
1.9
11.6
12.1
13.4
13.8
3.7
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18
47
0.5
0.92
10.44
0.15
1.4
12.1
12.3
13.9
14.0
2.7
A6-A7
18
63
0.5
0.95
10.44
0.07
0.7
12.3
12.6
14.0
14.1
1.9
A7-A8
18
64
0.5
0
0
0
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12.6
12.9
14.1
14.1
1.5
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18
48
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10.44
0.21
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14.1
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15
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0.32
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9.9
10.5
10.9
11.5
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15
75
1.0
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3.1
10.5
11.3
11.8
12.0
3.4
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18
8
2.5
0.85
10.44
0.05
0.4
11.5
11.7
11.7
11.9
2.2
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1 18
1 20
1.0
0.88
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0.16
1.5
12.1
12.3
12.6
12.8
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1 15
1 80
0.5
0.92
10.44
0.08
1 0.8
1 12.0
1 12.4
12.3
1 12.7
1 2.7
GRADING NOTES
1. CONTRACTOR SHALL USE THE COMPACTION RECOMMENDATIONS CONTAINED
WITHIN A SEALED GEOTECHNICAL REPORT FOR THIS PROJECT PREPARED BY
TERRACON CONSULTANTS, INC., DATED JUNE 2, 2011.
2. ALL CONSTRUCTION SHALL MEET OR EXCEED ALL APPLICABLE CITY OF
FAYETTEVILLE AND NCDOT CONSTRUCTION STANDARDS AND SPECIFICATIONS.
3. IF DURING THE GRADING PROCESS, CONDITIONS ARE ENCOUNTERED
INDICATING AN UNIDENTIFIED CONDITION, THE ENGINEER SHALL BE CONTACTED
FOR RECOMMENDATIONS.
4. THE CONTRACTOR SHALL ADJUST ALL MANHOLE COVERS, VALVE COVERS,
CLEAN OUTS, VAULTS, BOXES, AND GRATES, EXISTING AND PROPOSED, TO
"AS -CONSTRUCTED" FINISHED GRADE.
5. IF GRADE ADJUSTMENTS ARE REQUIRED, THE CONTRACTOR SHALL NOTIFY
THE ENGINEER TO INVESTIGATE SUCH ADJUSTMENTS.
6. ALL DRAINAGE STRUCTURES SHALL COMPLY WITH THE LATEST
STANDARDS APPROVED BY THE NCDOT (OR EQUAL).
7. SPOT ELEVATIONS SHALL TAKE PRECEDENCE OVER CONTOURS AND SLOPES
SHOWN. THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF SPOT ELEVATIONS
WHICH DO NOT APPEAR TO BE CONSISTENT WITH THE CONTOURS AND SLOPES.
SPOT ELEVATIONS AND SPECIFIC PROFILE DESIGN SHALL BE USED FOR SETTING
ELEVATIONS OF CURB AND GUTTER AND UTILITIES.
8. BEFORE ANY GRADING IS DONE, THE SURFACE OF THE SITE SHALL BE
STRIPPED OF TOPSOIL AS DEFINED BY THE SOILS REPORT. STRIPPED
MATERIAL THAT IS SUITABLE FOR LANDSCAPING SHALL BE STOCKPILED FOR
LATER USE AS DIRECTED BY THE GEOTECHNICAL ENGINEER.
9. IF A CONFLICT EXISTS BETWEEN THE PLANS, SPECIFICATIONS, OR SOILS
REPORT, THE CONTRACTOR SHALL CONTACT THE ENGINEER FOR CLARIFICATION.
10. TOTAL SITE AREA: 2.56 ACRES
TOTAL IMPERVIOUS AREA:
EXISTING: 1.05 ACRES OR 41.0 X
PROPOSED: 1.31 ACRES OR 47.2 X
APPROXIMATELY 2.48 ACRES WILL BE DISTURBED (INCLUDES 0.58 ACRES OFFSITE)
SOIL SERIES
THE ENTIRE SITE IS CLASSIFIED AS FOLLOWS:
WgB - WAGRAM-URBAN LAND COMPLEX, 0-8% SLOPES, CUMBERLAND
COUNTY, NORTH CAROUNA.
FLOOD PLAIN NOTE:
THE PROPERTY IS NOT LOCATED WITHIN A FLOOD HAZARD AREA PER FIRM
MAP NUMBER 03720040700 J" EFFECTIVE DATE: JANUARY 5, 2007.
N OTE:
PRIOR TO ANY CONSTRUCTION, THE CONTRACTOR SHALL VERIFY THE
LOCATION OF ALL EXISTING UTILITIES AND GRAVITY STORM AND SANITARY
SEWER LINES TO DETERMINE THE ACCURACY OF SURVEY INFORMATION
REFLECTED ON THESE DRAWINGS. ADDITIONALLY, THE CONTRACTOR SHALL
VERIFY THE ELEVATIONS OF ALL CONNECTIONS RELATIVE TO THOSE SHOWN
ON THESE DRAWINGS. IF DISCREPANCIES ARE DETERMINED CONTACT THE
ENGINEER.
CAUTION - NOTICE TO CONTRACTOR
THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR
ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON
RECORDS OF THE VARIOUS UTILITY COMPANIES AND, WHERE POSSIBLE,
MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED
ON „S BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE
LOCAL UTILITY LOCATION CENTER AT LEAST 48 HOURS BEFORE ANY
EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF THE UTILITIES. IT
SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL
EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED UTILITIES SHOWN ON
THE PLANS.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO EXISTING
IMPROVEMENTS AND UTILITIES AND SHALL REPAIR ANY DAMAGE AT HIS
EXPENSE.
PRIOR TO ANY CONSTRUCTION, THE CONTRACTOR SHALL VERIFY THE
LOCATION OF ALL EXISTING UTILITIES AND GRAVITY STORM AND SANITARY
SEWER LINES TO DETERMINE THE ACCURACY OF SURVEY INFORMATION
REFLECTED ON THESE DRAWINGS. ADDITIONALLY. THE CONTRACTOR
SHALL VERIFY THE ELEVATIONS OF ALL CONNECTIONS RELATIVE TO THOSE
SHOWN ON THESE DRAWINGS. IF DISCREPANCIES ARE DETERMINED
CONTACT THE ENGINEER.
w"w9AZZ4CAW
FACILITIES PLANNING AND DESIGN
200 WILMONT ROAD, DEERFIELD, IL
847-940-2500 60015-4616
PROJECT TYPE
DRAWINGS/SPECIFICATIONS BY:
❑ WALGREENS'
LANDLORD'S CONSULTANT
ALL CONSTRUCTION WORK, UNLESS NOTED OTHERWISE, BY:
❑ WALGREENS' CONTRACTOR
LANDLORD'S CONTRACTOR (TURNKEY CONSTRUCTION)
STORE BUILDING
NEW...........
REMODELING
. . . . . .❑
RELOCATION
. . . . . . ❑
OTHERS . . .
. . . . . .❑
a
z
ENGINEER
WILSON AVE.
Q
RAEFORD
NEW ........... 0
EXISTING . . . . . . . . ❑
NEW SHELL ONLY . . . ❑
CITY OF
FAYETTEVILLE, NC
VICINITY MAP
SCALE: NONE
SDG ENGINEERING
P.O. BOX 680963
MARIETTA, GEORGIA 30068-0017
678-560-4161
SDG PROJECT No, 10305
CLIENT
GLM FAYETTEVILLE BUNCE, LLC
3715 NORTHSIDE PKWY., NW
BLDG. 200, SUITE 750
ATLANTA, GEORGIA 30327
770--512-8200
4
12/01/11
HJW
PER DENR COMMENTS
3
11/14/11
HJW
PER PWC/DENR COMMENTS
2
10/13/11
HJW
PER CITY COMMENTS
1
08/23/11
MDR
PER DENR COMMENTS
NO.
DATE
BY
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.
STORE #15151
PROJECT NAME
WALGREENS PHARMACY
6330 RAEFORD ROAD
CITY OF FAYETTEVILLE
PIN No. 0407-30-0505, 0911, 0724; 0407-20-9616, 9812
CUMBERLAND COUNTY, NORTH CAROLINA
DRAWING TITLE
GRADING PLAN
CADD PLOT: I SCALE: 1" = 20' 1DRAWINGNO.
VOID PLOT:
SUPERSEDES
PLAN DATED:
DRAWN BY:
HJW
DATE: 08/05/11
REVIEWED BY:
MDR
4C
OF 15 DWGS.

Watermann Water Quality Device/System
First 1.2' Rainbli iFirstF!Usl.j
Embankment i]ik3
THE VVATERMP.NN TV
(Patent & Pat 'end:)
"P3naab a alurnint,rn xuch r3Ck for
added aToteeiiunisafety
AB"2-A3?erfora.ed;t"di it
LI-- -- Witer Quality \aitime
-----
?#4 Stone CrncretE or graves pad
Drib Wata r QuB!ity orifice as specified / - --
t y engin -or (at insert of --ap) -
8" cored nnhce
Pond Bottom
NOTE
i j F0 gap hehxeei Watermann and ctru--ture with expandable grout (standard S•• orifi,e to be cored in THE WATERMANN
bottom of o-itlet structure fog %Natermanr 1u ha ins-aited through lH water qualAv orifice js=a-<6'}I- STO-RhtWATER "FIRST FLUSH"WATER QUALITY DEVICE
21,48' perfcrated pipe exterds to height of water quality r iume www.Watemiannwaterciva,ity.G(It11
3) Bolt full round tD structure where cantact occurs. 1875 Ord Alabama Road Suite 1310 Roswebi_ CA 3007E
Phone: {706) 549-1452 Fax [phone] PatentD499.166
WQv = (Rv)(A)(1.0)(43,560)/ 12
WHERE:
Rv = 0.05 + 0.009 (1)
A = 0.96 ACRES
I = % IMPERVIOUS = 0.58/0.96 = 60.4%
Rv = 0.5967
WQv = (0.5967)(0.96)(1.0)(43,560)/12 = 2,069 CIF (REQUIRED)
WQv = 2,335 CF 0 12.6' (PROVIDED)
WATER QUALITY VOLUME CALCULATION
TO
100 YR ELE
25 YR ELEV
15" f_
INV=11.0'
MH COVER
(2) 10" ORIFICES
INV=13.2'
4 -- 6' DIA.
CONC. PEDESTAL
i' PERM. WQ DEVICE
(WATERMANN)
INV=11,0'
MH COVER
TOP=15.4'
15' HDPE
INV=11.0'
(2) 10' ORIFICES
INV=13.2' -�
5/8' ORIFICE CORED IN CAP OF 6"
WQ DEVICE (WATERMANN) FOR WQv
DRAWDOWN
INV=11.0 t
48' CMP WITH
1" DIA, PERFORATIONS
TOP=12.6
INV=11.0
U Li
TEMPORARY DEWATERING DEVICE
MH COVER
(SKIMMER) SHALL BE REMOVED AND
TOP=15.4'
REPLACED W/PERMANENT WATER
QUALITY DEVICE (WATERMANN) WHEN
SITE IS 85% STABILIZED.
SEE SKIMMER DETAIL SHEET 6C.
14 STONE
FILTER
15" HDPE 6" CONCRETE PAD
#NV=11.0'
5/8" ORIFICE CORED IN CAP OF 6' 48" CMP WITH
WQ DEVICE (WATERMANN) FOR WQv 1' DIA. PERFORATIONS
DRAWDOWN TOP=12.6
INV=11.0 INV=11.0
OUTLET STRUCTURE B2 W/PERM.. WQ DEVICE
NOTE:
1. FILL GAP BETWEEN WATERMANN AND STRUCTURE WITH EXPANDABLE GROUT (STANDARD 8' ORIFICE
TO BE CORED IN BOTTOM OF OUTLET STRUCTURE FOR WATERMANN TO BE INSTALLED THROUGH.)
2. 48" PERFORATED PIPE EXTENDS TO THE HEIGHT OF WATER QUALITY VOLUME ELEV.=13.2.
RISER HEIGHT = 1.6'
3. BOLT FULL ROUND TO STRUCTURE WHERE CONTACT OCCURS.
4. 6" x 5' x 5' CONCRETE PAD UNDER 48' RISER.
5. TEMPORARY DEWATERING DEVICE (SKIMMER) SHALL BE REMOVED AND REPLACED W/PERMANENT
WATER QUALITY DEVICE (WATERMANN) WHEN SITE IS 85% STABILIZED.
SEE SKIMMER DETAIL SHEET 6C
1W2
FRONT ELEV.
MALL SECTION
D 6"
I ,
I
I f
N
II
- b- I-�--
SIDE ELEV,
ANTIFLOTATION- CALCULATION FOR 48' OUTLET STRUCTURE:
V=-Ra(h) WHERE R=2', h=3.1'
V=39.0 cf
WEIGHT OF WATER=62.4 #bs/cf
WEIGHT OF DISPLACED WATER=39 cf x 62.4 Ibs/cf=2,434 Ibs
=2,434 cf x 1.5 (FOS)=3,651 Ibs
PAD SIZE: 6' x 5' x 5'=12.5 cf
WALL: V=2TR(w)(h) WHERE R=2.0', w=0.5', h=3.1'
=19.5 cf
TOP: V=TR7(h) WHERE R=2.0', h=0.5'
=6.3 cf
WEIGHT OF CONCRETE=148 Ibs/cf x 38.3 cf
=5.668 lbs
FIFJIDrfALL DNr1E3�lON5
FOR COHCIIETE PfPE
PEE
IZE
FbkE
�
W,
W2
kit
Fie
H3
D
E
b
Mil'.
2',15"
8",21'
S-Y
5-!r
1 1'-3'
S-1'
If
1'-3'
1'-9'
40'
1600
18'
27'
104
S-r
6'-1"
1'-9'
S-7'
If
1'-C
2'-3'
45
2100
1 ;24'
33'
115
4'-3'
7'-2'
2'-0'
4'-3'
If
V-10'
Z'-9'
4T
2850
7 X
39'
V--r
e-4'
2'-4'
4'-9"
12`
2'-2'
X-3r
45
3700
3C
48"
5'-8`
0'-10"
3'-3r
5'-9`
1Y
2'-11r
4'-4"
45'
5600
6'-7'
12'-6'
S-8'
6'-8"
12'
S--V
V-3'
45'
75M
",of
81
16
jr
IS_ r
4'-5'
8'-(►
15'
X-C
r-S'
W
IMM
,72
91'
16
8'-9'
13'-4r
4'-5'
9'-w
27'
3'-4r
7'-5"
50
10000
Vriiil E5
5E SECTION WING & WALL SECTION
GENERAL NOTES,
1. All ('0 RETE TO RF a0n0 PSI MIN.
2. REINFORCEMENT STEEL SHALL MEET ASTM 615 GRADE 60 WITH 2" MIN.
CLLWENCE.
.3. CHAMFER ALL EXPOS ' EDGES 3/1"
4. PRECAST HEADWALL UNIT SHALL BE CAREFULLY POSITIONED ON THE
PRIER, ; v° 1vDATi 1N "-"J" ?iFE ii1SE°TES ;-NiO 'HEADWALL 0' H v ViALL
SLID G'VEnR` PIPE AND CHECKED FOR ATiGNMENT,
5, PWE 3hALL Pr CF'GU T ED INTO HEAUu4A L WITH E AE'dTi i MATERIAL
BT CONTRACTOR. BONDING AGENT MAY BE USED W i�EQD-
6, CARE SHALL BE TAKEN DURING SACKFILLING AND CCMPACTILN TO PREVENT
DAMAGE AND MAINIAIN ALICHMENi. MINOR D4WA.L l0 THE LINIT MAY BE f,
BY +'ONTRACIOR WHEN PL'i mJTED RY ENGINEER.
7. RONFCRUMFNT VARIES WITH SIZE OF UNIT,
8. VARIOUS HOLE SIZE AND SWES AVAILABLE BY SPECIAL GRDE!t,
ALL DEMINSOi S ARE N:OWINAL
DESC.
AREA _Q
910
910
_
3.00'
6" CONC.
6' CONC.
EXIST.
CB A3 0.64 1.-79
4.0
5.3
PROP.
CB A3 0.26 0.91
1.9
2.5
EXIST.
CB A4 0.15 0,88
1.1
1.4
PROP.
C8 A4 0.05 0.55
0.2
0.3
EXIST.
ul A5 0.43 0.94
3.2
4.�
3000 P
S.I. CONC.
PROP.
DI A5 0.03 0.45
0.1
0.1
EXIST.
DI B1 0.65 0.69
3.1
4.7
PROP.
DI 81 0.32 0.87
2.2
3.1
SEE
PLAN VIEW
E
R ELEVATIONS
EXISTING INLET
FLOW
VS.
CONCRETE
CURB FLUME
PROPOSED INLET
FLOW
NTs
JELEVATION N OTE:
PROPOSED CONTOUR ELEVATION 20 = DATUM ELEVATION 220
(ADD 200' TO ALL PROPOSED CONTOURS)
Wb �z IW ¢ a
Z Q Q a
i> W w
o I
Ci
•,
aO rr� Qnf 00 o ram.0
� o r W z00 l w`_220 °Irom U (3 j. rO
OQ M----...-...__... _._- Z r OW V1 ZNO O
U V: a PROPOSED 'k * PROPOSED o Ja 0- no 10-
m
Q w r to Li c=j GRADE I o co GRADE t- °0 ¢ o
c� to �ooO�Q c��rc.;� , �� C:F<C-)w 'o a �tri�y �tri-
o O t- EXIST U B N •-
U r y E '1ST i li p I C3 z ii cliv GRADE w W O O z W PROP05ED z C3 a o a
N .= 0 Z V) tY d W A
!! �It
� ova, ;RgrJF,\ k�» z oa> au :•--tn 100 YR HGL o zpz za>
Qzz owz-oz _�_ wozzz i 0 zoz U at-- at-z
: 0_¢3w_ I cs4aF-_
j
PROFOSED_--ioo (RR HGL -' -------- ROPOSED I 63 LF PROPOSED 18 RCP
21OEXIST. 47 LF 18' RCP 10 YR HGL
18" RCA Ei1Sf_ 10 YR HGL r ®i}.5%
18 HDPE i A 0.5%
I I 1 E' RCP _ -- I 00. I I 64 LF
r
I I I ! I I I ! I ®0 5CP
% I I I
1 +00
2+00 3+00
STORM SEWER LINE "A"
SCALE: 1"=30' H.
1 "=5' V.
it
I
J I
220 �I 0
n(a) P�,~
�. _-...
F-
oW
Xt
NCN�o
���= PROPOSE
U
a
�, II 1,azH
LS??Um EXIS
ti�'o"� GRADEit
S
GRADE•
~N
k0. >
0>
OV) -
��-- 1
ty�Z
I
\ PROPOSED
I 100 YR HGL j
=ZE
210
EXIST. ��
i l
I I
I
75 LF-15" HDPE
EXIST
18" RCP 15„ RCP /
PROF ;
110 YR HGL
0.5% j
EXIST
I EXIST LIE
WA TER
1
COVE
1 +00 2+00
STORM SEWER LINE "B"
SCALE: 1'=30' H,
1'=5' V.
r W
I
= r.
3> a
i
i
I
!U O
I
W
< o
220 UILL
11
i
°tZ 0 aD-
C)
I
a U 0 N PROPOSED
I
BULK HEAD �
z GRADE
I
ELEV=14.6
a
I
EXIST. .
_ --T
----
--- -- - -
GRADE
PROPOSED - -
100 YR HGL
'--------11
SO LF-15"
210
B0 LF I
HDPE
0 0.5%
SAND FILTER-F3
I
PROPOSED
(SEE DETAIL SHEET 8B)10 ~
I
I
HGL
I
I
I
I I
1+00 2+00
STORM SEWER LINE I"
SCALE: 1'=30' H.
1'=5' V.
F_ !
W
220 I z o
nr0
U CY
`) #
o aW�
11 O�U 70O?
E-XIS % PROPOSED
I18" R(�p I
100 YR HGL
210 8 LF-18" HDPE
0 2.5%
I I
1+00
STORM SEWER LINE "C"
SCALE: 1'=30' H-
1"=5' V.
TOP OF
SAND=13.4
.STRUCTURE
INV =12.4
I
220
}
W
z�
o
0
°Q
CN
p
M
�
�'
6
" u
k
}
o
zoo
PROPOSED
EXIST.
YR HGL
1100
21 a
142
LF-18'
PE ® 1.0%
I
I
1+
1'=30' H.
4+00
FACILITIES PLANNING AND DESIGN
200 WILMONT ROAD, DEERFIELD, IL
847-940-2500 60015-4616
PROJECT TYPE
DRAW NGSISPECIF[CATION S BY:
❑ WALGREENS'
LANDLORD'S CONSULTANT
ALL CONSTRUCTION WORK, UNLESS NOTED OTHERWISE, BY:
❑ WALGREENS'CONTRACTOR
LANDLORD'S CONTRACTOR (TURNKEY CONSTRUCTION)
STORE BUILDING
NEW...........
NEW...........
REMODELING . . .
. ..❑
EXISTING . . , . ❑
RELOCATION ......
NEW SHELL ONLY. . ❑
OTHERS_ . . . .
. . -❑
WILSON AVE. > n
z �
m lj z
SITE t
Rp•EHnRU l Lp
�i
V �
Z
co
� z
w °7
z
CITY OF
FAYETTEVILLE, NC
VICINITY MAP
SCALE: NONE
ENGINEER
SDG ENGINEERING
P.O. BOX 680963
MARIETTA, GEORGIA 30068-0017
678-560-4161
SDG PROJECT No, 10305
CLIENT
GLM FAYETTEVILLE BUNCE, LLC
3715 NORTHSIDE PKWY., NW
BLDG. 200, SUITE 750
ATLAN TA, GEORGI A 30327
770-512-8200
5
12/01/11
HJW
PER DENR COMMENTS
4
11/18/11
MDR
PER CITY COMMENTS
3
11/14/11
HJW
PER PWC/DENR COMMENTS
2
10/13/11
HJW
PER CITY COMMENTS
1
08/23/11
MDR
PER DENR COMMENTS
ICONSTI
NO-
DATE
BY
DESCRIPTION
REVISIONS
CERTIFICATION AND SEAL
I HEREBY CERTIFY THAT THIS
PLAN AND SPECIFICATION e�a�d �+
AA
WAS PREPARED BY ME OR 10 O�
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 sr1a+
AND SEAL.
STORE #15151
PROJECT NAME
WALGREENS PHARMACY
6330 RAEFORD ROAD
CITY OF FAYETTEVILLE
PIN No. 0407-30-0505, 0911, 0724; 0407-20-9616, 9812
CUMBERLAND COUNTY, NORTH CAROLINA
DRAWING TITLE
CONSTRUCTION DETAILS AND PROFILES
CADD PLOT: SCALE: 1" = 30' DRAWING NO.
DRAWN BY:
volD PLOT: HJW 8A
DATE: 08/05/11
SUPERSEDES
PLAN DATED: REVIEWED BY:
MDR OF 15 DWGS.
`0

SAND FILTER-F1
1) WQv--Rv X A X 1.0 X 43,560/12 CHAMBER SIZES:
Rv = 0.05 + 0.009(1) As = 135' X 1.5' = 202.5 SF
1 = 100% IMPERVIOUS Af = 135' X 1.5 = 202.5 SF
A = 0.33 ACRES 405.0 SF
Rv = 0.95 INV OF STRUCTURE = 11.5'
WQv = 0.95 X 0.33 X 1.0 X 43,560/12 = 1,138 CF TOP OF SAND = 12.5'
WQv(ADJ) = 1,138(0.75) = 854 CF HT. OF OVERFLOW = 12.5 + 2.1 = 14.6'
2) As = SEDIMENT BED SURFACE AREA = 202.5 SF
Af = FILTER BED SURFACE AREA = 202.5 SF
h(MAX) = HEAD ABOVE SAND FILTER
(TOP OF WEIR -TOP OF SAND)
= WQv(ADJ)/As+Af = 854/405 = 2.1'
h(AVG) = h(MAX)/2 = 2.1/2 = 1.05'
HT. OF OVERFLOW = TOP OF SAND + h(MAX) = 12.5 + 2.1 = 14.6'
3) MINIMUM SEDIMENT BASIN SURFACE AREA
As = 0.066 (WQv)
= 0.066 (1138) = 75.1 SF < 202-5 SF OK
4) MINIMUM SAND FILTER SURFACE AREA
Af = (WQv)(df)/(k)(t)(hA+df) WHERE: df = DEPTH OF SAND = 1.0'
k = 3.5 FT/DAY
t = 1.66 DAYS (40 HOUR DRAWDOWN)
hA = AVERAGE HEAD = 1.05'
Af = (1138)(1)A3.5)(1.66)(2.05) = 95.5 SF < 202.5 SF OK
5) WQv CONTAINED?
WQv(ADJ) > (Af+As)(hMAX)
854 > (405)(2.1)
854 > 850 OK
SAND FILTER-1`2
1) WQv--Rv X A X 1.0 X 43,560/12 CHAMBER 51
Rv = 0.05 + 0.009(1) As = 100' X 1.5' = 150 SF
1 82.3% IMPERVIOUS Af = 100' X 1.5' = 150 SF
A = 0.17 ACRES 300 SF
Rv = 0.7907 INV OF STRUCTURE = 12.0'
WQv = 0.7907 X 0.17 X 1.0 X 43.560/12 = 488 CF TOP OF SAND = 13.0'
WQv(ADJ) = 488(0.75) =366 CF HT. OF OVERFLOW = 13.0 + 1.2 = 1
2) As = SEDIMENT BED SURFACE AREA = 150 SF
Af = FILTER BED SURFACE AREA = 150 SF
h(MAX) = HEAD ABOVE SAND FILTER
(TOP OF WEIR -TOP OF SAND)
= WQv(ADJ)/As+Af = 366/300 = 1.2'
h(AVG) = h(MAX)/2 = 1.2/2 = 0.6'
HT. OF OVERFLOW = TOP OF SAND + h(MAX) = 12.0 + 2.1 = 14.2'
3) MINIMUM SEDIMENT BASIN SURFACE AREA
As = 0.066 (WQv)
= 0.066 (488) 32.2 SF < 150 SF OK
4) MINIMUM SAND FILTER SURFACE AREA
Af = (WQv)(df)Ak)(t)(hA+df) WHERE: df = DEPTH OF SAND = 1.0'
k = 3.5 FT/DAY
t = 1.66 DAYS (40 HOUR DRAWDOWN)
hA = AVERAGE HEAD = 0.6'
Af = (488)(1)/(3.5)(1.66)(1.6) = 52.5 SF < 150 SF OK
5) WQv CONTAINED?
WQv(ADJ) > (Af+As)(hMAX)
366 > (300)(1.2)
366 > 360 OK
SAND FILTER-F3
1) WQv--Rv X A X 1.0 X 43,560/12 CHAMBER SIZES:
NOTE: CONTRACTOR
MAY SUBSTITUTE
GRATE TOP FOR SOLID
PLATE ON GUTTER
SIDE OF SAND FILTER
STRUCTURE, WHERE
NOT IN LOW POINTS
(5)-12- WIDE
6' CONCRETE
WEIR OVERFLOW
MONOLITHIC CURB
NEENAH R4999-FX
OPENINGS
TOP=14.6
ABOVE BULKHEAD WALL
TYPE "D" PLATE
OR EQUAL
NEENAH R4999-FX
(ELEV. VARIES)
TYPE "A OR C"
TRENCH GRATE
OR EQUAL
AT LOW POINTS
20
2W TOP=15.0
TOP OF SAND
TOP=12.5
6- (TYP.)
1$�
is*
1a' 8U WALL
3=s
INV=11.5
15" HDPE i
W/SEDIMENT SOCK
ON END
INV=11.5
15' HDPE
W/SEDIMENT SOCK A
ON END
INV=11.5
SECTION "A -A"
NEENAH R4999-FX
TYPE 'D"
SOLID LID
OR EQUAL
(
ELEV. VARIES)
136.00'
HDPE SINGLEWALL
PERFORATED 4' PIPE
W/SEDIMENT SOCK
(EVERY 10-)
6" CONCRETE
MONOLITHIC CURB
ABOVE BULKHEAD WALL
NOTE: CONTRACTOR
MAY SUBSTITUTE
GRATE TOP FOR SOLID
PLATE ON GUTTER
SIDE OF SAND FILTER
STRUCTURE, WHERE
NOT IN LOW POINTS
So
CONCRETE CURB A 4 CONCRETE CURB
AND GUTTER AND GUTTER
NEENAH R4999-FX 10' PVC FROM
TYPE 'A OR C" BUILDING NEENAH R4999-FX
TRENCH GRATE DOWNSPOUTS TYPE 'D" PLATE
OR EQUAL NEENAH R4999-FX (
NEENAH R4999-FX OR ALT. GRATE TYPE
TOP=15.0 TYPE 'D' PLATE } TYPE "A OR C" A OR C" IN NON -LOW
(OR ALT. GRATE TYPE TRENCH GRATE POINTS OR EQUAL
"A OR C") IN NON -LOW OR EQUAL (ELEV. VARIES)
4.2' POINTS OR EQUAL TOP=15.0
(ELEV. VARIES)
PLAN VIED[
SAND FILTER -El
Rv = 0.05+0.009(I)
As=60'X1.5'=90SF
1 = 87.5% IMPERVIOUS
Af = 60' X 1.5' = 20 SF
A = 0.08 ACRES
180 SF
Rv = 0.8375
INV OF STRUCTURE = 12.4'
WQv = 0.8375 X 0.08 X 1.0 X 43.560/12 = 243 CF
TOP OF SAND - 13.4'
WQv(ADJ) = 243(0.75) = 182 CF
HT. OF OVERFLOW = 13.4 + 1.0 = 14.4'
2) As = SEDIMENT BED SURFACE AREA = 90 SF
Af = FILTER BED SURFACE AREA = 90 SF
h(MAX) = HEAD ABOVE SAND FILTER
(TOP OF WEIR -TOP OF SAND)
= WQv(ADJ)/As+Af = 182/180 = 1.0'
h(AVG) = h(MAX)/2 = 1.0/2 = 0.5'
HT. OF OVERFLOW = TOP OF SAND + h(MAX) = 12.4 + 1.0 = 14.4'
3) MINIMUM SEDIMENT BASIN SURFACE AREA
As = 0.066 (WQv)
= 0.066 (243) = 16.0 SF < 90 SF OK
4) MINIMUM SAND FILTER SURFACE AREA
Af = (WQv)(df)Ak)(t)(hA+df) WHERE: df = DEPTH
OF SAND = 1.0'
k = 3.5 FT/DAY
t = 1.66
DAYS (40 HOUR DRAWDOWN)
hA = AVERAGE HEAD = 0.6'
Af = (243)(1)A3.5)(1.66)(1.5) = 27.9 SF < 90 SF OK
5) WQv CONTAINED?
WQv(ADJ) > (Af+As)(hMAX)
182 > (180)(1.0)
182 > 180 OK
15' HDPE
W/SEDIMEN T
ON END
INV=11.5
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---
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SAN
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200HDPE
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PERFORATED 4' PIPE
SANFILTER-F
W/SEDIMENT SOCK
(EVERY 1 V)
I
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1 +00 2+00
PROFILE SAND FILT R-F1
SCALE: 1a=30' H.
1"=5' V.
SEDIMENT SOCK AROUND
4' PERFORATED PIPE
PLASTIC CLAMP/TIE
AROUND 4' PIPE TO
SECURE SEDIMENT SOCK
1U' BULKHEAD WALL
KNOT ON END OF
SEDIMENT SOCK
HDPE SINGLEWALL
PERFORATED 4" PIPE
W/SEDIMENT SOCK
(EVERY 10')
SEDIMENT SOCK DETAIL
N TS
NEENAH R4999-FX
"D"
{5)-12' WIDE
6" CONCRETE
MONOLITHIC CURB
TYPE PLATE
WEIR OVERFLOW
ABOVE BULKHEAD WALL
OR EQUAL
OPENINGS
(ELEV. VARIES)
TOP=14.2
NEENAH R4999-FX
TYPE 'A OR C'
TRENCH GRATE
OR EQUAL
TOP OF SAND
AT LOW POINTS
TOP=i 3.0
20'
20` TOP=15.0
6" (TVP.)
12" DEEP SAND
18"
i
18•
FILTER
10
OL
LKHEAD WALL
INV=12.0
!� 4'-M0
15" HDPE
HDPE SINGLEWALL
W/SEDIMENT SOCK
PERFORATED 4" PIPE
ON END
W/SEDIMENT SOCK
INV=12.0
(EVERY 10')
15" HDPE
W/SEDIMENT SOCK '' A
ON END
INV=12.0
CONCRETE CURB TU
AND GUTTER A
SECTION "A -A"
NEENAH R4999-FX
TYPE 'D"
SOLID LID
OR EQUAL
(ELEV. VARIES)
NCITE: CONTRACTOR
MAY SUBSTITUTE
GRATE TOP FOR SOLID
PLATE ON GUTTER
SIDE OF SAND FILTER
STRUCTURE, WHERE
NOT IN LOW POINTS
6" CONCRETE
MONOLITHIC CURB
ABOVE BULKHEAD WALL
CONCRETE CURB
AND GUTTER
NEENAH R4999-FX NEENAH R4999-FX \ NEENAH FX
TYPE 'A OR C" TYPE 'A OR C" TYPE H OORR* CC"
TREN,'H GRATE TRENCH GRATE TRENCH GRATE
OR EQUAL TOP=15.0
EQUAL
OR EQUAL
NEENAH R4999-FX TO
TOP=15.0 TYPE 'Q" PLATE TOP=15.0 NEENAH R4999-FX
(OR ALT. GRATE TYPE TYPE "D" PLATE
A OR C") IN NON -LOW (OR ALT. GRATE TYPE
POINTS OR EQUAL "A OR C') IN NON -LOW
(ELEV. VARIES) POINTS OR EQUAL
(ELEV. VARIES)
PLAN VIEW
SAND FILTER-F2
OF
1=12.5 15" HDPE
W/SEDIMENT SOCK
ON END
INV=12.0
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WEIR OVERFLOW
HDPE SINGLEWALL OPENINGS
PERFORATED 4" PIPE TOP=14.2
W/SEDIMENT SOCK
(EVERY 10')
1+00 2+00
PROFILE SAND FILTER--F2
SCALE: 1"=30' H.
1"=5' V.
NEm, I FA[ PI3
TRENC CASTINGS: HEAVY DUTY
a ter
E;;,�r a prid.:cf numder e
tda­� FouiMy of = s a .-mety of hews duty cast
vw tF1 ,ch zst offs. Select from the list bel^'k W firO- n e trench castings Drat fit your
I; Downloadable Product Catalog !
needs.
R.4M aria R4W9 Sedes
}
yip
IICR411 I
-------------
I R 4TTTV:S PRorUCT.
R-4990 AND R-4999 SERIES
HEAVY DUTY TRENCH
Materials_ Al; tramps and grates..%ds are famished standard in Gray tro.•1. Class 35-8 re: heavy-duty use. Fcr extfa heavy -duly use or
Tr=Oct; ,v i1 Par
superior duxabaity regta[refr1e1H5, see our Sfmies and ofa ;;2 .-,- =-�`=� Serifs
`:nsiru
TYPE x
�
ins[al alit ticns
4 FRAME
7.
9EAV' 3LTy
General sckeroatic shown
lthritrapng Type C botted tremb. Baked !ranch se+ orm era
fmy rmt apptlr to ail designs
furnished m2 24- standard fi r,Wh�c 569rs" bnhvd trench is
Bar aid rib daptfm, plate
furnished, ttrey we shipped assewjbtad - AT IWO TAW shaWd
Untfawssm aW saatim
the swats be dmas"cnbled durnw mstaflatian, Whm nw-o r w
widths vxy an d#krent sizes
covers, do not milt or rotate 1110 degrees as bok hales may
and styles. fr your project has
lase afig"Umm and {rnproper bearing rrwy amur.
design res ktmms contact
your saw representative or
prided can.
Lin-isofted Bolted
cata" No. Catalog No. A
E C Type A Type C Type O Type E Type P Type Q
R-4994-AX R4999-AX 8
T
1-12 fi x x x x x
R-4990-BX R-4999-BX 10
1-1l2 8 x x x x x
R-4"0-CX R-4999-CX 1
7-112 ilJ x x x x x x
R-4990-DX R-4998•DX 14
1-'12 12 X .. X- x x x
R-4990-EX R-4?99-EX -�7
1-tr? 15 x x x x X
R-4990-FX R-4999-FX 20
1.V2 le x x x x x
R4990-GX R-4999-GX 23
1-ill 21 x x x
x - indicates availability
(5)-12" WIDE
WEIR OVERFLOW
OPENINGS
TOP=14.4
NEENAH R4999-FX
TYPE "A OR C"
TRENCH GRATE
OR EQUAL
AT LOW POINTS 20'-
TOP=15.0
18"
10" BULKH ALL
13, (TrP.)
INV=12.4
6" CONCRETE
MONOLITHIC CURB
ABOVE BULKHEAD WALL
/ NEENAH R4999-FX
TYPE "D" PLATE
OR EQUAL
/ (ELEV. VARIES)
20•
18"
HDPE SINGLEWALL
PERFORATED 4" PIPE
W/SEDIMENT SOCK
(EVERY 10')
SECTION "A -A"
15" HDPE
W/SEDIMENT SOCK
ON END
CONCRETE CURB 1NV=12.4
AND GUTTER A -
15' HDPE
W/SEDIMENT SOCK
ON END
INV=12.4
TOP OF SAND
TOP=13.4
12' DEEP SAND
FILTER
15" HOPE
W/SEDIMENT SOCK
ON END
INV=12.4
NEENAH R4999-FX
TYPE "D'
SOLID LID
OR EQUAL
(ELEV. VARIES) ,
NEENAH R4999-FX
TYPE "D" PLATE
(OR ALL GRATE TYPE
"A OR C') IN NON -LOW
POINTS OR EQUAL
(ELEV. VARIES)
PLAN VIEW
SAND FILTER-F3
6" CONCRETE
MONOLITHIC CURB
ABOVE BULKHEAD W
NEENAH R4999-FX
TYPE "A OR C'
TRENCH GRATE
OR EQUAL
TOP=15.0
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-
(5)-12" WIDE
TOP OF
TOP OF WEIR OVERFLOWN
I
SAND FILTER
CURB OPENINGS
TOP=14.4
TOP OF
SAND=13.4
210
r
I
60 LF
SAND FILTTRI-F3
I
HDPE SINGLEWALL
PERFORATED 4" PIPE
W/SEDIMENT SOCK
(EVERY 10')
1 +00 2+00
PROFILE VIEW SAND FILTER-F3
SCALE: 1"=30' H.
1'=5' V.
iJnbotted 6oStea
Catalog No. Catalog No. A a C
T ape A Type C Type 0 Type E Typo P Type'_
---
-x
R-4"0-HX R-4999-14X 26 1-1f2 J 24 -
n-
x x x
P.-49yir-.]X R-4999-:X 30 2 _.7
x x x
R-499C-KX a-4999-K:( ..- 2 ...•
X
P-49411-LX R-4999-LX :ifi 2 33
r, x x
R-4990-MX R-4999-MX 39 2 36
x ,x, x
R-4990-NX R-4995-NX 45 2 42
x x x
R-4990-OX R-4999-OX 51 2 48
x x
x - indicates avaitabifEy
Read Carefully Before Ordedng
Trw varirras standard trench drains are avaitai3 e with a nurnt)er of asterratives It is important to examine all of the variables careftaily an,
specify your requirementsre AAA Your order will he entered correctly and �`i if includes the . o owing nfGmatiGn:
:,omplete catalog nurribw
Frarna- and pieces. when required
Type of lid or gra! A. G. O E. P or Q
Length of trersc" se�nns
• Angles and intersections'
Load requgrementS
Trenches with "es, intersections. size chanq&s. or other spe ial
requirements require detail drawings pnor to ardwri V Contact your' . .
or p oduct engineering W assismnee.
�
- IICiII�IIIEilllfll� '
_-
Ali dimermlons are listed In incises unless otherwise noted,
To order Neenah Fcwndry products, ptease call 800.558.5075.
SAND FILTER GRATES AND SOLID LIDS DETAIL
W"w9AZ"t,04L
FACILITIES PLANNING AND DESIGN
200 WILMONT ROAD, DEERFIELD, IL
847-940-2500 60015-4616
PROJECT TYPE
DRAWINGS/SPECIFICATIONS BY:
❑ WALGREENS'
LANDLORD'S CONSULTANT
ALL CONSTRUCTION WORK, UNLESS NOTED OTHERWISE, BY:
❑ WALGREENS'CONTRACTOR
LANDLORD'S CONTRACTOR (TURNKEY CONSTRUCTION)
STORE BUILDING
NEW...........
REMODELING . . . . ..❑ NEW . . . . . . . . . . . ■
EXISTING . . ❑
RELOCATION . - ❑ NEW SHELL ONLY . . . ❑
OTHERS . . . . . . . . .❑
0
j W LSON AVE. r0
< U
m Z
OS ~
RAEFORD P.D.
6
� 5
z
m �
� z
z
CITY OF
FAYETTEVILLE, NC
VICINITY MAP
SCALE: NONE
ENGINEER
SDG ENGINEERING
P.O. BOX 680963
MARIETTA, GEORGIA 30068-0017
678-560--4161
SDG PROJECT No, 10305
CLIENT
GLM FAYETTEVILLE BUNCE, LLC
3715 NORTHSIDE PKWY., NW
BLDG. 200, SUITE 750
ATLANTA, GEORGIA 30327
770-512-8200
1 12101/11 MDR PER DENR COMMENTS
NO, DATE I BY 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.
STORE #15151
PROJECT NAME
WALGREENS PHARMACY
6330 RAEFORD ROAD
CITY OF FAYETTEVILLE
PIN No. 0407-30-0505, 0911, 0724; 0407-20-9616, 9812
CUMBERLAND COUNTY, NORTH CAROLINA
DRAWING TITLE
CONSTRUCTION DETAILS AND PROFILES
CADD PLOT: SCALE: V = 300' DRAWING NO.
DRAWN BY:
VOID PLOT: HJW
DATE: 08/05/11 8B
SUPERSEDES
PLAN DATED: REVIEWED BY:
MDR OF 15 DWGS,
10a.-f 1 XI
It.11i I