SW6120901_APPROVED PLANS_20120923

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW
DOC TYPE
❑ CURRENT PERMIT
C� APPROVED PLANS
1.
❑ HISTORICAL FILE
DOC DATE
YYYYMMDD

SITE DEVELOPMENT PLANS FOR
RETAIL STORE No. 5016
EASTOVER, NORTH CAROLINA
3435 MURPHY ROAD
TOWN OF EASTOVER, CUMBERLAND COUNTY, NORTH CAROLINA
UTILITY RESPONSIBILITY MATRIX FOR THIS PROJECT
UTILITY/ GOVERNING
Ar`,FNCIFS r0NTAf'.1`S CONTRACTOR RESPONSIBIIJTY-
,�ii:1�:T;�:���;1�1i1,�I- il��l'fl
-COORDINATE CONSTRUCTION ACTIVITIES WITH GAS COMPANY TO ENSURE
INSTALLATION OF GAS LINES ARE COMPLETED PRIOR TO ASPHALT OR CURB
PLACEMENT
-INSTALL BOLLARD PROTECTION AS SHOWN ON THE PLANS AND PER THE GAS
COMPANY REQUIREMENTS
TELEPHONE
41.4�
-COORDINATE CONSTRUCTION ACTIVITIES WITH TELEPHONE COMPANY TO ENSURE
TELEPHONE COMPANY WILL PROVIDE AND INSTALL ALL
INSTALLATION OF UNDERGROUND LINES ARE COMPLETED PRIOR TO ASPHALT OR
TELEPHONE CABLES FROM THE POINT OF CONNECTION
CURB PLACEMENT
UP TO THE BUILDING
-PROVIDE AND INSTALL (2)-4' SCHEDULE 40 PVC CONDUITS WITH PULL ROPES,
ANY RELOCATION OF OUSTING WILL BE DONE BY THE
INCLUDING ALL TRENCHING AND BACKFILLNG, FROM THE RISER POLE UP TO THE
TELEPHONE COMPANY
BUILDING
-PROVIDE AND INSTALL PULL BOXES AS PER TELEPHONE COMPANY REQUIREMENTS
EL&CIRIC
SOUTH RIVER ELECTRIC MEMBERSHIP CORP
-COORDINATE CONSTRUCTION ACTIVITIES WITH ELECTRIC COMPANY TO ENSURE
ELECTRIC COMPANY WILL PROVIDE AND INSTALL ALL
17494 US 421 SOUTH
INSTALLATION OF UNDERGROUND LINES ARE COMPLETED PRIOR TO ASPHALT OR
MATERIALS NEEDED TO ESTABLISH PRIMARY OVERHEAD
DUNN NC 28M
CURB PLACEMENT
SERVICE FROM POINT OF CONNECTION AT THE EXISTING
-PROVIDE AND INSTALL (2)-4' SCHEDULE 40 PVC GRAY CONDUITS WITH PULL
LINE UP TO THE TRANSFORMER
910-338- 070
{TEL) 910-892-8D71
ROPES, INCLUDING TRENCHING AND BACKFILLNG, FOR THE
ELECTRIC COMPANY WILL PROVIDE AND INSTALL PRIMARY
TEL
(TEL)
UNDERGROUND PORTIONS OF THE PRIMARY FROM THE RISER POLE UP
BE USED ON
CABLE FOR ALL UNDERGROUND LIDS UP TO THE
TO THE TRANSFORMER. SCHEDULE 40 PVC CONDUITS SHALL
TRANSFORMER
THE RISER POLE, LONG RADIUS, ELBOWS SHALL BE USED
ANY RELOCATION OF EXISTING LINES OR POLES WILL BE
WHERE THE UNDERGROUND PORTION MEETS THE RISER POLE AND TRANSFORMER
PERFORMED BY THE ELECTRIC COMPANY
-CONSTRUCT TRANSFORMER PAD AS PER THE ELECTRIC COMPANYS SPECIFICATIONS
-PROVIDE AND INSTALL ALL SECONDARY SERVICE AND MATERIALS
SANITARY SEWER
EASTOVER SANITARY DISTRICT
3876 DUNN ROAD
-PROVIDE AND INSTALL SANITARY SEWER LINES AND ASSOCIATED
APPURTENANCES PER THE PLANS AND SPECIFICATIONS
EASTOVER NC, 28312
-ALL PUBLIC AND PRIVATE SANITARY SEWER LINES SHALL BE DIP OR PVC
(RATED SDR 26) UNLESS OTHERWISE NOTED
CONNIE SPEI Ly DISTRICT MANAGER
-COORDINATE REQUIRED INSPECTION SERVICES WITH ENGINEER OF
(TEL) 910-229-3716
RECORD AND CUMBERLAND COUNTY PER THE SPECIFICATIONS
-PROVIDE AND INSTALL ALL WATER MAINS AND ASSOCIATED APPURTENANCES
WATER
EASTOVER SANITARY DISTRICT
PER THE PLANS AND SPECIFICATION
3AST DUNK ROAD
EASTOVER NC, 28312
-ALL PUBLIC AND PRIVATE WATER MAINS SHALL BE DUCTILE RON PIPE. UNLESS OTHERWISE NOTED.
-ALL PORTIONS OF THE FIRE PROTECTION WATER SYSTEM SHALL BE
CONNIE SPELL, DISTRICT MANAGER
INSTALLED BY A LICENSED FIRE SPRINKLER CONTRACTOR
(TEL) 910-229-3716
-ALL PORTIONS OF OTHER NON FIRE PROTECTION RELATED LINES MAY BE
INSTALLED BY THE PLUMBING CONTRACTOR
-COORDINATE REQUIRED INSPECTION SERVICES WITH ENGINEER OF
RECORD AND CUMBERLAND COUNTY PER THE SPECIFICATIONS
-RELOS TO BE COORDINATED WITH CHATHAM COUNTY.
STORMWATER
NORTH CAROLINA DEPARTMENT OF
-PROVIDE AND INSTALL ALL STORM SEWER LINES AND ASSOCIATED APPURTENANCES
TRANSPORTATION
PER THE PLANS AND SPECIFICATION
RICHIE HINES, P.E
-REFER TO GRADING PLAN FOR INFORMATION ON ALLOWABLE STORM SEWER MATERIALS.
600 SOUTHERN AVENUE
FAYETTEVILLE NC 28301
THIS MATRIX HAS BEEN PROVIDED FOR INFORMATIONAL PURPOSES. THE CONTRACTOR SHALL PROVIDE ANY AND ALL
APPURTENANCES, TRENCHING AND BACKFILL, AND OTHER INCIDENTALS TO MEET OR EXCEED THE SPECIFICATIONS OF THE ITEMS LISTED.
UTILITY AND GOVERNING AGENCIES CONTACT LIST:
PLANNING DEPARTMENT
CITY OF FAYETTEVILLE
HISTORIC COURTHOUSE
130 GILLESPIE STREET
FAYETTEVILLE, NC 28301
(TEL) 910-678-7600
(FAX [phone]
1
3
DEPARTMENT OF TRANSPORATION
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION
RICHIE HINES, P.E.
600 SOUTHERN AVENUE
FAYETTEVILLE, NC 28301
EROSION CONTROL
SALLY CASTLE
225 GREEN STREET
FAYETTEVILLE, NC
28301
[phone]
fwE Q�
O
® SITE
MURPHy D.
SANDEROSA RD.
SITE LOCATION MAP
Wr M SCALE
NOTES:
THE SITEWORK FOR THE CLIENT'S PORTION OF THIS PROJECT SHALL MEET OR EXCEED THE REQUIREMENTS
OUTLINED HEREIN.
ALL NECESSARY INSPECTIONS AND/OR CERTIFICATIONS REQUIRED BY CODES AND/OR UTILITY SERVICE
COMPANIES SHALL BE PERFORMED PRIOR TO THE ANNOUNCED BUILDING POSSESSION AND THE FINAL
CONNECTIONS OF SERVICES.
ATTENTION IS DRAWN TO THE FACT THAT THE SCALE OF THESE DRAWINGS MAY HAVE BEEN DISTORTED
DURING THE REPRODUCTION PROCESS.
THIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT
OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND CLIENT FOR WHICH IT WAS PREPARED.
REUSE OF AND IMPROPER RELIANCE ON THIS DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND
ADAPTATION BY KIMLEY-HORN AND ASSOCIATES, INC. SHALL BE WITHOUT LIABILITY TO KIMLEY-HORN AND
ASSOCIATES, INC.
CLIENT:
WAL-MART REAL ESTATE BUSINESS TRUST
SAM WALTON DEVELOPMENT COMPLEX
2001 SE 10TH STREET
BENTONVILLE, AR 72716-0550
[phone]
PREPARED BY:
NC LICENSE #F-0102
SURVEYOR:
JAMES MAUNEY & ASSOCIATES, P.A.
6405 IMLKINSON BLVD., SUITE 11
BELMONL NC 28012
[phone] TEL
[phone] FAX
CONTACT: JAMES CAMERON, P.L.S.
KimlelyinHorn
and Associates, Inc.
ENGINEER:
KIMLEY-HORN AND ASSOCIATES, INC.
2000 SOUTH BOULEVARD
SUITE 440
CHARLOTTE, NC 28203
[phone] TEL
[phone] FAX
Sheet List Table
­0 C
i
F jV
' ^_W�fol 6OAilTY i
Sheet No: Sheet Title
C-01 COVER SHEET
wsv-i AETA=A6SM LAND TITLE SURVEY
C-02 GENERAL NOTES - 1
E. _11 EROSION AND SEDIMENTATIeN GeNTReLPLANPI lASE 1 SITE MAP
-• E)SIG 1 E A1TRO DETAILS
S - 1 - --
E_ _.. EResln)VrZE) TReDETAILS
-- - .
66-04 11Es Ae 1TCITIO V1 PLAN
Al
C-05 SITE PLAN
C-06 GRADING PLAN
C-07 POND SECTION AT0 DETAILS
G-08 UTILITY PLAN
L-01 LANDSCAPE PLAN
LANBSGAPE DETAILS
J- SITE DETAILS
11
-6_1 0 SITE DETAILS
w T. .
�J- 1 vT'
-•__-• 6_11 UTILITY
DETAILS - 1
63-12 SEPTIC $ETAS= 1
G-13 SEPTIG DETAILS-2
RD-01 GENERAL NOTES, TYPICAL SECTION AND DETAILS
.02 e-.FFSITE ReAMN.-, , IMPRE)VEMENT PLAN
— -- R,$.0 3 ❑AVE e�r-A1-r INCA RTLCIA1G PL N
v 1 IY11�1 Y 1 �qv %1 ♦1 mil! Y\.J 1 L/'11 V
DWAY GROSS SC J
1 \v_-VV ROADWAY GROSS
CONTACT: MATT EDWARDS, P.E. (NC) r�� W A R!/'��zi
. • . O
ROCK NOTE = s4� 3I L
THE PRESENCE OF ROCK (AS DEFINED IN THE SITEWORK ' CO
SPECIFICATION) SHOULD BE ANTICIPATED ON THIS ��i ' NGITjO'k
PROJECT. CONTRACTOR'S BID SHALL INCLUDE r:lE�y`\`��
CONSIDERATION FOR ADDRESSING THIS ITEM. 4.21•IZ
GROUNDWATER NOTE
THE PRESENCE OF GROUNDWATER SHOULD BE BID SET
ANTICIPATED ON THIS PROJECT. CONTRACTOR'S BID
SHALL INCLUDE CONSIDERATION FOR ADDRESSING THIS NOT FOR CONSTRUCTION
ITEM.
=0nst1'uc io! ir.
'.!-,:.,.
. r..auiied by lhs Si01 1-ti "3;Si � I`.
(I r,-,
'.Vies 1:roq[;'i[? !lids !�1@
Insper_t du�ing r.<.r-;i
with' tl::
IdfjS Tiny SAP"S: �ri�. t:B fil� :�:'iY�illdihr
'N f?�'. lFFr
. tir -V2iF L IC-S. 21..E
vm
Know what's below.
Call before you dig.
REV.
DATE
REVISIONS
PAGES
DATE
09/15/12
FILE NUMBER
015476199
SHEET NUMBER
C-01
TOTAL SHEETS
27
COPTfO[1ii ® 2012
KIMLEY-HORN AND ASSOCIATES, INC.

1 1 2 1 3 1 4 1 5 1 6
7
t't' 1.=• .. a 'i .. 1.... ' �...__�. _ _s�L �'.i--'
�51
10
11
12
Y
qoC
O
E
51
f
LV
1
N_p
N
N
E
U1
LEGEND
PROPOSED BUILDING
s
PROPERTY LINE
14
PROPOSED PARKING SPACES
CC
PROPOSED CART CORRAL
PROPOSED HEAVY DUTY ASPHALT PAVEMENT
PROPOSED STANDARD DUTY ASPHALT PAVEMENT
ARCHITECTURAL CONCRETE
(REFER TO ARCH PLANS)
RETAIL PARKING DATA
RETAIL (GROSS)
APPROX. 11,855 S.F.
STANDARD SPACES
57 SPACES
ACCESSIBLE SPACES
3 SPACES
TOTAL PARKING
60 SPACES
RATIO
5.06/1,000 S.F.
REQUIRED PARKING 1/200 S.F.
RETAIL PARCEL DATA
PARCEL NUMBERS 0468-44-6978
TAX RECORD DB 188 PG 226, DB 2403, PG 59
CURRENT ZONING R1
PROPOSED ZONING C2(P)
LAND AREA 196 ACRES
SITE NOTES:
1. ALL WORK AND MATERLALS SHALL COMPLY NTH ALL CITY/000NTY REGULATIONS AND CODES
AND O.S.H.A. STANDARDS.
Z CONTRACTOR SHALL REFER TO THE ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND
DIMENSIONS OF VESTIBULES. SLOPE PAVING, SIDEWALKS. EXIT PORCHES. TRUCK DOCKS,
PRECISE BUILDING DIMENSIONS AND EXACT BUILDING UTILITY ENTRANCE LOCATIONS.
3. ALL DISTURBED AREAS ARE TO RECEIVE FOUR INCHES OF TOPSOIL, SEED, MULCH AND WATER
UNTIL A HEALTHY STAND OF GRASS IS ESTABLISHED. SEE GENERAL NOTES.
4. ALL CURBED RADII ARE TO BE IV UNLESS OTHERWISE NOTED. STRIPED RADI ARE TO BE 5.
5. ALL DIMENSIONS AND RADII ARE TO THE EDGE OF PAVEMENT UNLESS OTHERWISE NOTED.
6. EXISTING STRUCTURES WITHIN CONSTRUCTION LIMITS ARE TO BE ABANDONED. REMOVED OR
RELOCATED AS NECESSARY. ALL COST SHALL BE INCLUDED N BASE BID.
7. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL RELOCATIONS, (UNLESS OTHERWISE NOTED ON
PLANS) NWM14G BUT NOT LIMITED TQ ALL UTILITIES, STORM DRAINAGE, SIGNS, TRAFFIC
SIGNALS, AND POLES, ETC AS REQUIRED. ALL WORK SHALL BE IN ACCORDANCE WITH
GOVERNING AUTHORITIES OR OWNER REQUIREMENTS AND PROJECT SITE WORT( SPECIFICATIONS
AND SHALL BE APPROVED BY SUCH. ALL COST SHALL BE WCU)DED IN BASE BID.
B. SITE BOUNDARY, TOPOGRAPHY, UTILITY AND ROAD III ORMATION TAKEN FROM A SURVEY BY
A LAID SURVEYOR. (SEE COVER SHEET)
9. SEE SITE DATA TABLE FOR TOTAL LAND ACREAGE(S�
10. NO JURISDICTIONAL WATERS ARE PRESENT ON THIS SITE AS INDICATED BY A SITE VISIT FROM
A WETLANDS PROFESSIONAL
11. THE SITE WORK FOR THIS PROJECT SHALL MEET OR EXCEED THE REWIREM ENTS HEREIN.
11 SIGNS SHALL BE CONSTRUCTED BY OTHERS.
I& REFER TD ARCH/IV PLANS FOR SITE LIGHTING ELECTRICAL PLAN.
ADDITIONAL SITE NOTES-
1. THE MEDIAN AGE FOR THIS JURISDICTION IS 44.9 YEARS OLD.
2. AT THIS TIME. THERE ARE NO TRANSIT ROUTES PUWNED THROUGH THIS SITE
3. THE CONTRACTOR IS RESPONSIBLE FOR THE DESIGN AND IMPLEMENTATION OF ALL SHEEDNG,
SHORING, BRACING AND SPECIAL EXCAVATION MEASURES REQUIRED TO MEET O.SH.A.,
FEDERAL. STATE AND LOCAL REGULATIONS PURSUANT TO THE INSTALLATION OF THE WORK
INDICATED ON THESE DRAWINGS. THE CEC ACCEPTS NO RESPONSIBILITY FOR THE DESIGIN(S) TO
INSTALL SAID TEEMS.
4. THE CONTRACTOR SHALL PROTECT ALL MONUMENTS, IRON PINS. AND PROPERTY CORNERS
DURNG CONSTRUCTION.
5. THE CONTRACTOR SHALL IMMEDIATELY REPORT TO THE OWNER AND CEC ANY DISCREPANCIES
FOUND BETWEEN THE ACTUAL FIELD CONDITIONS AND THE CONSTRUCTION DOCUMENTS AND
SHALL WAIT FOR INSTRUCTION PRIOR TO PROCEEDING.
6. MY OFF -SITE ROADWAY IMPROVEMENT SHALL BE COORDINATED NTH THE JURISDICTION AND
NCDOT AT LEAST 72 HOURS PRIOR TO BEGINNING CONSTRUCTION.
7. ANY NCDOT DETAIL REFERENCE, REFERS TO THE LATEST NCDOT DETAIL PER THEIR LATEST
STANDARDS,
8. ANY DISCREPANCY FOUND IN THE CIVIL PLANS, CIVIL SPECIFICATIONS. OR SPECIAL CONDITIONS
DOCUMENT; OR BETMEM THE CIVIL DOCUMENTS AND THE ARCHITECTURAL DOMAENT% SHALL
IMMEDIATELY DE BROUGHT TO THE ATTENTION OF THE OWNER AND CEC.
9. REFER TO THE GRADING PLAN AND UTILITY PLAN FOR OTHER EASEMENT LOCATIONS.
I SWKT22
I S START PROPOSED PERMANENT DRAINAGE Ex_ROW
sa' 1. ' EASEMENT AND TEMPORARY
GRADING EASEMENT
ROW EX -ROW EX -ROW EX --ROW
PROPOSED DRAINAGE
MAINTENANCE EASEMENT
SEE OFFSITE ROADWAY PLANS
THIS SET
5R 1832
MURPHY ROAD)
' 1
SWSL/4-
I
EX -ROW
� EX_ROW
TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC Pt
� EX_RpW
Ex.ROW
SEE OFFSITE ROADWAY PLANS
THIS SET
SITE LEGEND:
n 6 WIDE FIRE LANE STRIPING PAINTED TRAFFIC RED W/ NO PARKING FIRE LANE' PAINTED
�J WITH 4" HIGH WHITE LETTERING AT 25' O.C. - (SEE DETAIL SHEET)
© NOT USED.
© NOT USED.
NOT USED.
OE NOT USED.
OF NOT USED.
© NOT USED.
HO 600 PIPE BOLLARD TYPICAL UNLESS NOTED OTHERWISE - (SEE DETAIL SHEET)
O NOT USED.
O4' WIDE x 110' LONG YELLOW PAINTED TRUCK ALIGNMENT STRIPES. SPACED 10' O.C.
CENTERED ON DOCK DOORS.
4O'x15' CONCRETE COMPACTOR PAD. REFER TO ARCHITECTURAL PLAN FOR EXACT
LOCATION, TYPE OF SCREENING, AND SLOPE
OCONCRETE TRANSFORMER PAD. CONTRACTOR TO COORDINATE WITH LOCAL POWER
COMPANY FOR DETAILS.
OM ACCESSIBLE PARKING SPACE TYPICAL SEE DETAIL SHEET FOR ACCESSIBLE PARKING
SPACE SIZE, SIGN AND SYMBOL ('VAN" -INDICATES VAN ACCESSIBLE SPACE)
N O PAINTED ISLAND TYPICAL UNLESS NOTED OTHERWISE STRIPES SHALL BE PAINTED SYSL/4' AT 2 0*O.C. PERPENDICULAR TO THE PARKING SPACE (SEE DETAIL SHEET).
OO NOT USED.
© CART CORRAL TYPICAL - (SEE DETAIL SHEET) FOR CART CORRAL DETAIL
© NOT USED.
® NOT USED.
O18" (UNLESS OTHERWISE NOTED) CONCRETE CURB AND GUTTER TYPICAL TYPE A
UNLESS OTHERWISE NOTED. - (SEE DETAIL SHEET)
® PAINTED DIRECTIONAL ARROWS TYPICAL - (SEE DETAIL SHEET FOR TWO TYPES)
OU BUILDING SETBACK LINE PER SURVEY.
(Y)0 NO PARKING FIRE LANE" SIGN AS REQUIRED BY CITY (SEE PLAN FOR LOCATION) (SEE
ETAIL SHEET).
OW NOT USED.
O NOT USED.
O NOT USED.
® NOT USED.
STOP SIGN. (SEE DETAIL SHEET).
BB NOT USED.
CC NOT USED.
DD NOT USED.
EE STOP BAR WITH STOP LETTERING. (SEE DETAIL SHEET.)
FF NOT USED.
GG NOT USED.
HH NOT USED.
II ACCESSIBLE 'SITE ARRIVAL POINT'. SEE PLAN FOR LOCATION AND LIMITS.
JJ NOT USED,
KK( NOT USED.
LL NOT USED.
® NOT USED.
NN EDGE OF ASPHALT PAVEMENT,
�J NOT USED.
LIGHTING POLE BASE - (SEE DETAIL SHEET)
PPJ REFER TO ARCH. PLANS FOR SITE LIGHTING ELECTRICAL PLAN.
O1 RAISED DOCK DOOR.
R: 6' SOLID WOOD FENCE. (SEE DETAIL SHEET.)
SS NOT USED.
O FUELING STATION (SEE PLANS BY OTHERS.)
UU 6' HIGH CHAIN LINK FENCE (SEE DETAIL SHEET.)
J e WIDE DOUBLE ACCESS GATE. (SEE DETAIL SHEET.) GATES TO SWING INTO POND AREA.
6 VEGETATION FREE ZONE (SEE DETAIL SHEET).
LUMINAIRE SCHEDULE
SYMBOL
QTY.
LABEL
ARRANGEMENT
LLF
DESCRIPTION
ARR. WATTS
A
1
QD5_28
4 d 90 DEGREES
0.765
4-EAMT5D5N57A4CBLCKF
25 FT POLE ON 3 FT BASE
1140
PAINTED STRIPING LEGEND
SV& / 4'
- SINGLE WHITE SOLID LINE / C WIDE
SYSL / 4'
- SINGE YELLOW SOLID LINE / 4' WIDE EACH
DYSL / 4"
- DOUBLE YELLOW SOLID LINE / r WIDE EACH
SYSL / 10" - SINGLE YELLOW SOLID LINE / 10- WIDE
SWDL / C
- SINGLE WHITE DASHED LINE / 4" WIDE
SWSL / 24" -- SINGLE WHITE SOLD LINE / 24' WIDE
SWML / 4"
- SINGE WHITE MINI -SKIP / 4 WIDE
SBYL / 4"
- SINGLE BROKEN YELLOW LINE / 4- WIDE
ROCK NOTE GROUNDWAI
THE PRESENCE OF ROCK (AS DEFINED IN THE SITEWORK THE PRESENCE OF GROUNDWATER SHOULD BE ANTICIPATED
SPECIFICATION) SHOULD BE ANTICIPATED ON THIS PROJECT. ON THIS PROJECT. CONTRACTOR'S BID SHALL INCLUDE
CONTRACTOR'S BID SHALL INCLUDE CONSIDERATION FOR CONSIDERATION FOR ADDRESSING THIS ISSUE
ADDRESSING THIS ITEM,
Know what's below.
Call before you dig.
Cm=F1
Kimley-Horn
and Associates, Inc
NC LICENSE OF 0102
2000 SOUTH BOULEVARD
SUITE 440
CHARLOTTE. NORTH CAROLINA 2&=
PHONE: [phone]
9(704) 333--OW
2012
C A R 0
�' K�, ' 9
4 S-L
•-`
�MG1NE��'P����
,'W A
4.Zl•(2.
F
SET
ONSTRUCTION
z
O
5
w
rY
w
0
O
z
z
w
zi
U
i
d)
O
z
H
O
tCI
QQ
W
LO
W Z?
o
z
1:
a-
af2 _
CO)
F-
0 Z
w
U
a
W_
a
Z
Q
J
W
I`
U)
F
-
NJM
JCW
:
BMC
FDATE-09/15/12
15476199
C-05
A
U
us,
C
E
F
G
H
ltl
E�
•,
i I
1
Tf f I
!.
} 3
1 , � { 'i�4) yet rr -• J,�
�•. �k,..i., i Jbi t e-1.
. - ..
. ,1
/ ,�
.,,� 1
• •
. . � I �..'�.� .. - •. t
. -.1� � .. .�. .. `.
r}
f.,'v,l ��,. id!!'•. 14'e P. .t ..=r �'.. r,t f'i,1'

thO.
1 2 3 4 5 6 7 8 9 10 11 12
FOUNDATION SUBSURFACE PREPARATION WALMART GRADING AND DRAINAGE NOTES:
WM E)PIRM EASTOVER, NORTH CAROUNA 1. CONTRACTOR IS RESPONSIBLE FOR DEMOLITION OF EXISTING STRUCTURES INCLUDING REMOVAL OF ANY DOSING UTILITIES SERVING THE STRUCTURE. UTILITIES ARE TO BE
STORM PIPE TABLE
STORM! STRUCTURE TABLE JULY 20, 2012 REMOVED TO THE RIGHT-OF-WAY.
U5 Invert D5 Invert RimInvertIn 1 invert In 2 Invert out OR ELEVATION OF EXISTING U71UTIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE
US D5 Section Length Slope Structure Elevation UNLESS SPECIFICALLY INDICATED OTHERWISE N THE DRAWINGS MID/OR SPECIFICATIONS, THE LIMITS OF THIS SUBSURFACE PREPARATION ARE CONSIDERED TO BE 2. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND /
Elevation Elevation Material (ft) (ft) (ft) THAT PORTION OF THE SITE DIRECTLY BENEATH AND 5 FEET BEYOND THE BUILDING AND APPURTENANCES APPURTENANCES ARE THOSE ITEMS ATTACHED TO THE VARIOUS UTILITY COMPANIES, AND WHERE POSSIBLE, MEASUREMETIT'S TAKEN N THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE
E Node Node (ft) (ft) Size (in.) (ft) (ft/ft) ft BUILDING PROPER (REFER TO DRAWING SHEET SPX), TYPICALLY INCLUDING BUT NOT LIMITED TO, THE WELDING SIDEWALKS, PORCHES, RAMPS, STOOPS, TRUCK CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANIES AT LEAST 72 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL
MH-1 125.69 121.00 121.50 12-1.00 WELLS/bOCKS. COMPACTOR PAD, ETC. THE SUBBASE, WHERE REQUIRED, DO NOT EXTEND BEYOND THE LIMITS OF THE ACTUAL EXLILDNG AND THE BE THE RESPONSIBILITY OF TIE CONTRACTOR TO RELOCATE ALL DOSING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHIOWN ON THE PLANS
CB-2 MH-1 121.84 121.55 18 0-RING CLASS IV RCP 77 0.004 CB-2 125.15 -- -- 121.84 APPURTENANCES. 3. ALL CUT OR FILL SLOPES SHALL BE 3:1 OR FLATTER UNLESS OTHERWISE NOTED.
i MH-1 FE-5 121.00 120.25 18 Ga-RING CLASS IV RCP 121 0.010 CB-3 125.00 -- -- 121.55 ESTABLISH THE FINAL SUBGRADE ELEVATION TO ALLOW FOR THE CONCRETE SLAB AND BASE. REFE(IICE ARCHITECTURAL AND STRUCTURAL DRAWINGS FOR
CB-3 MH-1 121.50 121.00 18 O-RING CLASS IV RCP 58 0.009 REQUIRED SLAB TI. CKNI THE SUBBASE SHALL CONSIST OF 4 INCHES OF BASE CONFORMING M NCDOT STANDARD SPECIFICATIONS FOR ROADS AND 4. PRECAST STRUCTURES MAY BE USED AT CONTRACTOR'S OPTION.
CB-4 124.fi9 - -- 121.19 STRUCTURES", 2012 EDITION, SECTION 1010, AGGREGATE BASE ODURSE (ABC). THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ACCURATE MEASUREMENTSCB-4 FE-6 121.19 121.00 18 O-RING CLASS IV RCP 62 0.003 FE-5 122.59 120.25 -- -- FOR ALL CUT AND FILL DEPTHS REWIRED. ANY PROPOSED EQUIVALENT ALTERNATIVE BASE MATERIAL MUST BE SUBMITTED FOR APPROVAL WITHIN 30 DAYS AFTER 5. STORM PIPE MATERIAL SHALL BE AS NOTED ON THIS PLAN.
04 FE-6 123,33 121.00 - -- AWARD OF CONTRACT. ANY EQUIVALENT ALTERNATIVE SHALL ONLY BE USED IF APPROVED N NITING BY THE CEC AND AOR. 6. EXISTING PIPES TO BE CLEANED OUT TO REMOVE ALL SILT AND DEBRIS
~ B ""--www.
DUSTING VEGETATION, TOPSOIL, AND OTHERWISE UNSUITABLE MATERIAL SHALL BE REMOVED FROM THE PROPOSED BUILDING AREA. AFTER STRIPPING THE EXPOSED 7. EXISTING GRADE CONTOUR INTERVALS SHOWN AT 1 FOOT.
SUBGRADE SHALL BE PRQOFROLLED WITH A LOADED DUMP TRUCK OR SIMILAR PNEUMATIC TIRED VEHICLE (MINIMUM LOADED WEIGHT OF 20 TONS) UNDER THE
8. PROPOSED GRADE R INTERMITS SHOWN AT 1 FOOT.
OBSERVATION OF THE C1L THE PROOFROWNG PROCESS SHALL CONSIST OF FOUR COMPLETE PASSES OF THE EXPOSED AREAS WITH TWO OF THE PASSES CONTOUR 5 . x PERFORMED PERPENDICULARLY TO THE PRECEDING ONES. LOW RELATIVE DENSITY AREAS SHALL BE REPAIRED. DENSIFICATION OF THE NEAR -SURFACE VERY
/ 9. BE THE CONTRACTOR'S RESPONSIBILITY TO REPAIR / REPLACE THE
LO05E/LOOSE SANDS MUSING A MINIMUM 15-TON VIBRATORY ROLLER SHALL BE ATTEMPTED. IF DEN9FlCATION CANNOT BE OBTAINED, LOOSE SOUS SHALL BE IF ANY E1aSTING STRUCTURES TO RI]+LAN ARE DAMAGED DURING CONSTRUCTION IT SHALL AND/OR
� REMOVED AND REPLACED WITH COMPACTED STRUCTURAL FILL, LOW RELATIVE DENSITY SANDS WERE ENCOUNTERED AT THE EXISTING GROUND SURFACE OF BORINGS EXISTING STRUCTURE AS NECESSARY TO RETURN IT TO EXISTING CONDITIONS OR BETTER,
x-._. B-1 AND B-2
J- "�° "� - .__. ~ 10. ALL STORM PIPE ENTERING STRUCTURES SHALL BE GROUTED M ASSURE CONNECTION AT STRUCTURE IS WATERTIGHT.
AFTER THE PROOFROLLNG OPERATION AND REPAIR OF LAW RELATIVE DENSITY SOILS HAS BEEN COMPLETED AND THE SUBGRAOE IS DETERMINED M BE STABLE,
X' SITE GRADING SHALL PROCEED IMMEDIATELY. THE PROOFROLLNG OPERATION SHALL BE REPEATED WITH AT LEAST ONE PASS IN EACH DIRECTION IMMEDIATELY
! ) ) ) PRIOR TO PLACING AGGREGATE BASE COURSE IN THE FLOOR SLAB AREA 11. ALL STORM SEWER MANHOLES IN PAVED AREAS SHALL BE FLUSH WITH PAVEMENT, AND SHALL HAVE TRAFFIC BEARING LING COVERS MINGLES IN UNPAVED AREAS
SHALL BE V ABOVE FINISH GRADE LIDS SHALL BE LABELED 'STORM SEWER'.
1 ) ) ) 24 STRUCTURAL FILL MATERIAL SHALL CONTAIN LESS THAN 3X ORGANICS AND BE FREE OF OTHER DELETERIOUS MATERIAL HAVE A STANDARD PROCTOR MAXIMUM 12. THE CONTRACTOR SHALL ADHERE TO ALL TERMS & CONDITIONS AS OUTLINED IN THE EPA OR APPLICABLE STATE GENERAL N.P.D.E.S. PERMIT FOR STORM WATER
j ) ) DRY DENSITY OF AT LEAST 100 POUNDS PER CUBIC FOOT, AND SHALL MEET THE FOLLOWING REQUIREMENTS: DISCHARGE ASSOCIATED W11H CONSTRUCTION ACTIVITIES AND THE WALMART SPECIAL CONDITIONS, SECTION 4 ENVIRONMENTAL COMPLIANCE AND STORM WATER POLLUTION
LOCATION WITH RESPECT TO FINAL GRADE I„� PREVENTION. THIS APPLIES M WALMART BUILT PROJECTS ONLY.
BUILDING AREA 20 MAX 50 MAX. 11 CONTRACTOR SHALL ADJUST AND/OR CUT EXISTING PAVEMENT AS NECESSARY TO ASSURE A SMOOTH FIT AND CONTINUOUS GRADE
, STRUCTURAL FILL SHALL BE PLACED N LOOSE LIFTS NOT EXCEEDING 8 INCHES IN THICKNESS AND COMPACTED TO AT LEAST 95 PERCENT OF THE STANDARD 14 CONTRACTOR SHALL ASSURE POSITIVE DRAINAGE AWAY FROM BUILDINGS FOR ALL NATURAL AND PAVED AREAS.
127,62 123.35 PROCTOR MAXIMUM DRY DENSITY (ASTM D 698) AT A MOISTURE CONTENT WITHIN 3 PERCENT BELOW TO 3 PERCENT ABOVE THE G)PT11MU11. THE UPPER 12 INCHES
127.7E AT DRAIN 125.93 SHALL BE COMPACTED TO AT LEAST 98 PERCENT. M TOPOGRAPHIC INFORMATION IS TAKEN FROM A TOPOGRAPHIC SURVEY BY LAND SURVEYORS (SEE COVER SHEET). IF THE CONTRACTOR DOES NOT ACCEPT EXISTING
j ) ( TOPOGRAPHY AS SHOWN ON THE PLANS, WITHOUT EXCEPTION, THEN THE CONTRACTOR SHALL SUPPLY, AT THEM EXPENSE, A TOPOGRAPHIC SURVEY BY A REGISTERED
j ) „ 1.2.8 127 1 LAND SURVEYOR TO THE OWNER FOR REVIEW.
26 THE FOUNDATION SYSTEM SHALL BE ISOLATED SPREAD FOOTINGS AT COLUMNS AND CONTINUOUS SPREAD FOOTINGS AT WALLS DESIGNED FOR AN ALLOWABLE
BEARING PRESSURE OF 2,500 POUNDS PER SQUARE FOOT. VERY L006E/L006E SANDS ENCOUNTERED WITHIN THREE FEET OF THE F0lk4DATI0N SUBGRADE 16. ALL UNSURFACED AREAS DISTURBED BY GRADING OPERATION SHALL RECEIVE 4 INCHES OF TOPSOIL CONTRACTOR SHALL APPLY EROSION CONTROL MEASURES TO ALL
a .. ,.:........_ W..rM,.
ELEVATION SHALL BE REMOVED AND REPLACED WITH WASHED (NCDOT #57) STONE. VERY LAOSEADOSE SANDS WERE ENCOUNTERED IN B-1 AND B-2 AT THE SLOPES 3H:1 V OR STEEPER. CONTRACTOR SHALL STABILIZE DISTURBED AREAS N ACCORDANCE WITH GOVERNING SPECIFICATIONS UNTIL A HEALTHY STAID OF VEGETATION
ANTICIPATED FOUNDATION SLUBGRAIDE ELEVATION.
j 127.42 IS OBTAINED.
127.29 126.77TC \ THIS FOUNDATION SUBSURFACE PREPARATION DOES NOT CONSTITUTE A COMPLETE SITE WORT( SPECIFICATION. N CASE OF CDNELICT, INFORMATION COTERIE IN INNS 17. CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE GOVERNING CODES AND BE CONSTRUCTED TO SAME
zit 1 PREPARATION SHALL TAKE PRECEDENCE OVER THE OWNER SPECIFICATIONS. REFER
- - 124.12 126.27TP I` r�] TO THE SPECIFICATIONS FOR SPECIFIC INFORMATION NOT COVERED N THIS PREPARATION. THIS INFORMATION WAS TAKEN FROM A GEOTECHNICAL ENGINEERING3 AT WALL 127.92TC `' ,. " N REPORT PREPARED BY SIlMME, INC., DATED JULY 20, 2012 (GEOTECHNICAL ENGINEERING REPORT IS FOR INFORMATION ONLY AND IS NOT A CONSTRUCTION1& ALL STRUCTURES SHALL HAVE A SMOOTH UNIFORM POURED MORTAR INVERT IN(S) r0 INVERT OUT.
I� 123.83 127.42TP r _, 1 SPECIFICATION). ADDITIONAL GRADING NOTES:
yf 12$.OD AT WALL 128.00 I I. CONTRACTOR SHALL REFER TO THE EROSION AND SEDIMENTATION CONTROL SITE MAPS AND DETAILS FOR SPECIFIC NOTES REGARDING COVERAGE UNDER THE JURISDICTION'S
�,. 129, n WM EX , EAS1T)VER NORTH CAROLINA APPLICABLE EROSION AND SEDIMENTATION CONTROL LAW OR CODE OF ORDINANCES AND THE STAIrS APPLICABLE NPDES GENERAL PERMIT FOR CONSTRUCTION ACTIVITIES.
J s I JULY 2O, 2012 2. APPROVAL OF THIS PLAN IS NOT AN AUTHORIZATION TO GRADE ON ADJACENT PROPERTIES. UNLESS OTHERWISE SHOWN BY A GRADING EASEMENT AND THE LIMITS OF
3
�^ 1
V R-11-LR r
DISTURBANCE. WREN FIELD CONDITIONS WARRANT OFF -SITE GRADING, PERMISSION MUST BE OBTAINED FROM THE AFFECTED PROPERTY OWNERS AND THE JURISDICTION
11,855 S.F. (APPROX.) 127.92TC u. „ EXISTING VEGETATION, TOPSOIL. AND OTHERWISE UNSUITABLE MATERIAL SHALL BE (REMOVED FROM THE PROPOSED GAS STATION AND PAVEMENT AREAS AFTER 3 ALL PROPOSED CONTOURS AND SPOT ELEVATIONS REFLECT TOP OF PAVEMENT FINISHED GRADES (UNLESS OTHERWISE NOTED.)
Op ; F.F.E. = 128.00 mm 127.42TP STRIPPING THE EXPOSED SUBGRADE SHALL BE PROOFROLLED WITH A LOADED DUMP TRUCK OR SIMILAR PNEUMATIC TIRED VEHICLE (MINIMUM LOADED WEIGHT OF
NO GRADING SHALL TAKE ( N II ZONED: C2(P) ` 20 TONS) UNDER THE OBSERVATION OF THE CTL THE PROOFROWNG PROCESS SHALL CONSIST OF FOUR COMPLETE PASSES OF THE EXPOSED AREAS WITH TWO OF 4. RIM ELEVATIONS OF CURB INLET EQUALS THE FLOW LINE OF CUTTER PAN, NOT THE DEPRESSED ELEVATION AT THE INLET. RIM ELEVATIONS OF DROP INLETS, MANHOLES, OR
PLACE ON THE PROPOSED THE PASSES PERFORMED P£RPENDICLILARLY TO THE PRECEDING ONES. LOW RELATIVE DENSITY AREAS SHALL BE REPAIRED. DENSIFICATION OF THE NEAR -SURFACE SIPHONIC MANHOLES EQUALS THE CENTER OF GRATE OR LID ELEVATION.
VI - v,., ._,; „ LOW RELATIVE DENSITY SANDS USNG A MINIMUM 15-lON VIBRATORY ROLLER SHALL BE ATTEMPTED. IF DENSIICATION CANNOT BE OBTAINED, LOW CONSISTENCY
SEPTIC SYSTEM AREAS. SEPTIC 127.90 -. - - - - 5. ALL PROPOSED CONTOURS IN ALL "FILL" AREAS SHOWN ON THIS PLAN REPRESENT COMPACTED STRUCTURAL FILL AND SHALL BE CONSTRUCTED WITH SATISFACTORY
TANK CONTRACTOR MUST MEET x SOILS SHALL BE REMOVED AND REPLACED WITH COMPACTED STRUCTURAL FILL. LAW CONSISTENCY SANDS WERE ENCOUNTERED AT THE EXISTING GROUND SURFACE MATERIAL COMPACTED TO THE STANDARDS OUTLINED N THE SITE SPECIFICATIONS MINUS THE REQUIRED TOPSOIL OR PAVEMENT THICKNESSES
126.11 1 OF BORINGS GS-1, GS-2, P-1, AND P-Z
WITH INSPECTOR ON -SITE 127.12 128.00 m 127.07 I 6. REFER TO PAVEMENT CROSS -SECTIONS TO ESTABLISH CORRECT SUBBASE OR AGGREGATE BASE COURSE ELEVATIONS TO BE COMPLETED AS PART OF THIS PROJECT
1 I AFTER THE PROOFROWNG OPERATION AND REPAIR OF LOW CONSISTENCY SOILS HAS BEEN COMPLETED AND THE SUBGRADE IS DETERMINED M BE STABLE, SITE
PRIOR TO INSTALLATION. I 127.83TC 127.83TC N PROCEED I ; 1 GRADING SHALL PROIMMEDIATELY. THE PROOFROLLWG OPERATION SHALL BE REPEATED WITH AT LEAST ONE PASS N EACH DIRECTION IMMEDIATELY PRIOR TO
I 1 7. ALL ELEVATIONS ARE IN REFERENCE TO THE BENCHMARK SHOWN ON THE SURVEY PROVIDED. THE BENCHMARK SHALL BE VERIFIED BY THE GENERAL CONTRACTOR PRIOR M
127 33TP 127 33TP s PLACING AGGREGATE BASE COURSE N THE PAVEMENT AREAS
I � : ,� THE COMMENCEMENT OF GRADING ACTIVITIES.
I -,II125.81 f
"A' - - - - „ m THAN AND BE FREE OF OTHER DELETERIOUS MATERM4L, HAVE A STANDARD PROCTOR MAXIMUM DRY DENSITY EL CONTRACTOR SHALL BLEND NEW EARTHWORK SMOOTHLY TO TRANSITION BACK M EXISTING GRADE
FILL CONTAIN LESS X ORGANICS
OF AT LEAST 100 POUNDS PER CUBIC FOOT, AND SHALL MEET THE FOLLOWING ATTERBERG IJMIT5 IEWIREMENITS:
9. ALL FILL TO BE COMPACTED PER THE EARTHWORK SPECIFICATIONS FOR THIS PROJECT. S&ME'S "REPORT OF SUBSURFACE EXPLORATION', DATED JULY 20, 2012 SHALL BE
127.83TC I 126.73 125.84TC LOCATION WITH RESPECT TO FINAL GRADE PL L.Lt. USED AS A GUIDANCE DOCUMENT NOT M BE CONSIDERED A CONTRACT DOCUMENT). IF THE CONTRACTOR NOTICES A DISCREPANCY BETWEEN THE SMMIE REPORT AND THE
RIµ
127.83TP I t'= 127.83 co 125.34TP 1 i PARKING AREAS 2D MAX. 50 MAX. PROJECT SPECFICATIONS, CONTRACTOR SHALL NOTIFY THE OWNER IMMEDIATELY.
CV 1
I - - - - 127,83TC STRUCTURAL FILL SHALL BE PLACED IN LOOSE UIFTS NOT EXCEIDINIG 8 INCHES N THICKNESS AND COMPACTED TO AT LEAST 95 PERCENT OF THE STANDARD 10. CONTRACTOR SHALL INSURE POSITIVE DRAINAGE SO THAT RUNOFF WILL DRAIN BY GRAVITY FLOW ACROSS NEW PAVEMENT AREAS TO NEW OR EXISTING DRAINAGE INLET'S OR
127.10 127.8E
127.83TP CB-2 PROCTOR MAXIMUM DRY DENSITY (ASTM D 698) AT A MOISTURE CONTENT 97MIN 3 PERCENT BELOW TO 3 PERCENT ABOVE THE OPTIMUM. THE UPPER 12 INCHES SHEET OVERLAND. MINIMUM PAVEMENT GRADES SHALL BE 1X MAXIMUM PAVEMENT GRADES IN ADA AREAS SHALL BE 2K MAXIMUM GRADES IN ALL OTHER PARKING AREAS
i 1�� , 27., 3 ' SHALL BE COMPACTED TO AT LEAST 98 PERCENT. SHALL BE 3XC MAMA GRADES ALONG TRUCK ROUTES SHALL BE 5% MAXIMUM GRADES ALONG ALL OTHER DRIVEWAYS SHALL BE 81 MINIMUM PAVEMENT GRADES FOR
127 ' I CONCRETE APRONS OR CURBS SHALL BE 0.5X.
W RILES 127.45 ( - ►.�y f a• THIS SITE SUBSURFACE PREPARATION DOES NOT CONSTITUTE A COMPLETE SITE WORK SPECIFICATION. IN CASE OF CONFLICT, INFORMATION COVERED N THIS
N PREPARATION SHALL TAKE PRECEDENCE OVER THE OWNER SPECIFICATIONS. REFER TO THE SPECIFICATIONS FOR SPECIFIC INFORMATION NOT COVERED IN THIS 11. FOR ADA AREAS, ANY FINAL SLOPES IN EXCESS OF APPLJCABB.E ADA LAWS SHALL RESULT IN REMOVAL AND REPLACEMENT OF ANY AREA TO BRING THE AREAS INTO
Ii� 1 PREPARATION. THIS INFORMATION WAS TAKEN FROM THE GEOTECHNICAL ENGINEERING REPORT DATED JULY 20, 2012 (GEOTECHNICAL ENGINEERING REPORT IS FOR COMPLIANCE WITH ADA LAW.
INFORMATION ONLY AND IS NOT A CONSTRUCTION SPECIFICATION). 12 THE CONTRACTOR SHALL INCLUDE IN THE BASE BID ANY DEWA70MG AND MOISTURE CONDITIONING NECESSARY TO CONSTRUCT THE PROJECT.
.i lvl
;l N
13. GRADES MAY BE ADJUSTED TO ACCOMMODATE UNFORESEEN CONDITIONS. CONTRACTOR SHALL CONTACT OWNER AND CEC FOR NECESSARY ADJUSTMENTS.
126.4E 126.3E �'� MH-1 1 '� Emal Address far GeRedmicd Engineer: dbrowninanshtcom
I' 14. PPE LENGTHS SHOWN ON THE PLAN EXTEND CENTER -TO -CENTER OF DRAINAGE STRUCTURES; THEREFORE, ALL PIPES LENGTHS AND SLOPES ARE APPROXIMATE.
' h 1
15. DRAINAGE STRUCTURE SYMBOLS SHOWN ON THE PLAN ARE SYMBOLIC AND DO NOT REPENT THE ACTUAL SIZE OF THE STRUCTURE. PIPE MEASUREMENTS ARE TO THE
1 I CENTER OF THE DRAINAGE STRUCTURE AND TO THE END LP OF THE FLARED END SECTION.
i i,
16. UNDERGROUND UTILITY LINES SHALL BE INSTALLED IN ACCORDANCE WITH THE FOLLOWING STANDARDS IN ADDITION M OTHER APPLICABLE CRITERIA AND SPECIFICATIONS:
3 ' A.
EEXXCNO AVAATED MATETRORE THAN RIIAL SHLF E . BE PLACED ON OWN THE UUPPHILL SIDE OF TRENCHES.
125.90 r
C. EFFLUENT FROM DEWATERING OPERATIONS SHALL BE FILTERED OR PASSED THROUGH AN APPROVED SEDIMENT TRAPPING DEVICE, OR B01K AND DISCHARGED IN A
I 125.0E f 125.40l1P 1 CB-3 MANLIER THAT DOES NOT VIOLATE EROSION AND SEDIMENT CONTROL LAW OR ADVERSELY AFFECT FLOWING STREAMS OR OFF -SITE PROPERTY.
126 @, % D. MATERIAL USED FOR BACKFIWNG TRENCHES SHALL BE COMPACTED PER THE SPECIFICATIONS
PROPOSED DRAINAGE 1125.14"
1
LEGEND E. APPLICABLE SAFETY REGULATIONS SHALL BE FOLLOWED AND ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR M IMPLEMENT.
MAINTENANCE EASEMENT _ ..._.__.. 1`Z 17. REFER TO THE STORM SEWER TRENCH AND BEDDING DETAIL ON THE DETAIL SHEETS.
1
125.601C „ I& ROOF LEADERS SHALL BE TIED INTO THE PROJECTS STORM DRAINAGE SYSTEM AS SHOWN. CONNECTION OF THE ROOF DRAIN LEADERS M THE STORM DRAM SYSTEM
(' EM 125. I V I F SPOT GRADE ELEVATION SHALL RESULT IN A WATERTIGHT CONNECTION. CONTRACTOR SHALL COORDINATE ROOF DRAIN GRADES AND LOCATIONS WITH THE ARCHITECTURAL RAS AND THE BUILDING
1 fi40.10 CONTRACTOR.
I FE-6 1`LS�; �' 623 PROPOSED MINOR CONTOUR 19. THIS PLAN DETAILS PIPES UP TO 5 FT FROM THE BUILDING FACE REFER TO ARCHITECTURAL DRAWINGS FOR BUILDING CONNECTIONS CONTRACTOR SHALL SUPPLY AND
INSTALL PIPE ADAPTERS AS NECESSARY.
FE-5%� / �; - 61S PROPOSED MAJOR CONTOUR 20. COORDINATE ALL GRADING AND DRAINAGE WORK WITHIN THE DEPARTMENT OF TRANSPORTATION'S (DOT) RIGHT-OF-WAY WITH THEIR FEUD INSPECTOR. ALL WORK SHALL BE
INFILT N ' ' ,rya 1 PERFORMED IN COMPLIANCE NTH ALL DOT PERMITS AND SPECIAL PROVISIONS ISSUED BY THE DOT.
I . EXISTING MINOR CONTOUR 21. ALL STORM DRAINAGE WITHIN THE DOT RIGHT-OF-WAY SHALL BE INSTALLED IN CONFORMANCE WITH THE LATEST EDITION OF DOT'S STANDARD SPECIFICATIONS.
�E
BASIN` I ,N PROPOSED PERMANENT EXISTING MAJOR CONTOUR 22. SUBSURFACE DRAINAGE FACILITIES MAY BE REQUIRED N THE DOT RIGHT-OF-WAY IF DEEMED NECESSARY BY THEIR INSPECTOR.
DRAINAGE EASEMENT 23. PIPS SHALL BE CLASS III RCP, UNLESS COVER OVER THE PPE EXCEEDS THE DEPTHS SHOWN IN THE 'FILL HEIGHT TABLE FOR RIGID PPE' SHOWN. IF THE COVER OVER THE
AND TEMPORARY
GRADING EASEMENT - RCP PIPE INSTALLATIONS EXCEED THE DEPTHS SHOWN IN THE TABLE, THEN THE PIPE SHALL BE CLASS IV OR CLASS V. PER THE TABLE IF SPECIAL DESIGNS ARE
STORM DRAIN REQUIRED. OONIRAC70R SHALL SUBMIT SIGNED AND WAILED ENGINEERED DESIGNS PROVIDED BY THE VDIDOR ALONG WITH THE REQUIRED SHOP DRAWNM
123 CB-4 24. FOR STRUCTURES INDICATED AS 'DOUBLE'. THE CONTRACTOR SHALL CONSTRUCT TWO DRAINAGE STRUCTURES AT THESE LOCATIONS WITH A PIECE OF PIPE AT LEAST THE
�r 125 126 SIZE OF THE DOWNSTREAM PIPE AND A MINIMUM 127 LING (IF SECOND STRUCTURE IS N07 N-UNE NTH THE REMAINDER OF THE SYSTEM USE A MINIMUM IW DIAMETER
y 125 PROPOSED
GUDERAI
,� 126 123.95TC PPE BETWEEN BOXES) (SEE 'CB' AND 'Dr DEFINITIONS FOR OTHER SPECIFICATIONS).
' '
try 123.45TP '\�
ADA SPACE AND ACCESS OUTLINE
EX -ROW EX -ROW EXROWEX=- OVW �f - - - - - - - - - •A•) 25. MAXIMUM PRATE OPENING SIZE SHALL BE 1.125'.
p W� (SEE GRADING AND DRAINAGE 26. ALL STRUCTURES AND GRATES SHALL BE TRAFFIC BEARING AND RATED HEAVY DUTY, UNLESS LOCATED OUTSIDE OF A PAVED AREA. REFER M THE SITEWnRK
LA ( �K �T FOR � SPECIFICATIONS FOR OTHER REQUIREMENTS OF DRAINAGE STRUCTURES.
119 ___ RP RAP AREA SEE
N 123 `y �►>
�-23 DRAINAGE DIRECTION ARROW SPECIAL OBSERVATION AND A
BUILT c 121 1. CONTRACTOR SHALL OBTAIN A NORTH CAROLINA LICENSED LAND SURVEYOR 0 RE
QUIREMENTS
A SIGNED EAND TSEALED TOPOGRAPHICAL AS-BULT SURVEY OF ALL
0 1 `LO THE STORMWATER MANAGEMENT BEST MANAGEMENT PRACTICES (DWS) (E.G. WET DETENTION PONDS. B10RETE14TION AREAS. GRASSED SWALES, ETC... AND ALL
�� G AND DRAINAGE
' ; TTi;?�%aT; T1 ASSOCIATED APPURTENANCES) AND STORM SEWER PIPES AND STRUCTURES.
PROPOSED_ ROUTE
122 84HP ,
.�.r Yam.- i�
122.61 121.73 � - SEE KEY "F'} �) STRU
2. AS -BUILT SURVEY SHALL INCLUDE THE GRADES, CONTOURS, AN DEPTHS FOR EACH FACILITY M A LEVEL OF DETAIL AT LEAST OF THE DESIGN DRAWWINGS,
:. CENTERLINEOF DRAINAGE INCLUDING 1/2 FOOT CONTOURS IF SHOWN.
' 1 AS -BUILT SURVEY SHALL INCLUDE THE ELEVATIONS AND DI OSIONS OF ALL OUTLET STRUCTURES, INCLUDING: PIPE AND ORIFICE INVERTS AND DIAMETERS,
$; SR S32 122.47 WEIR ELEVATIONS AND DIMENSIONS, RISER DIMENSIONS AND ELEVATIONS, EMERGENCY 94LLWAY DIMENSIONS AND ELEVATIONS, LOCATIONS AND INVERTS FOR ALL
MURPHY ROAD Row PIPES DISCHARGING INTO THE POND.
4. AS -BUILT SURVEY SHALL HAVE THE ACTUAL VOLUMES PROVIDED IN THE SAME FORMAT AS SHOWN IN THE DESIGN TABLES.
5. GRADING AND DRAINAGE KEY REQUI �+ll SHALL
BEING IHAVE INNSTTAALLLED. PS IF PIPES PPE>RM PERMANENT � ALLY TO DEVETO A LOLOPµCOONNTENT R CTTOOR� T�AKEALALLL NEGESSSARRTHE Y ACTTIIONS M PPRIOR ROVIDE MY
_Row STORM DRAINAGE ABBREVIATIONS LIST _
ACCURATE SURVEY. F PLANTINGS ARE INSTALLED PRIOR TO SURVEY, CONTRACTOR SHALL REMOVE AND REPLACE ANY PLANTINGS NEEDED TO PROVIDE AN
(SEE LATEST NCDOT STDS. MANUAL AND OUTLINED AREA REPRESENTS THE OUTLINE OF ADA SPACES (-PAVEMENT ACCURATE SURVEY.
SLOPES FROM THE VESTIBULE TO THE LIMITS OF THIS AREA HAVE BEEN
DETAIL SHEETS) DESIGNED AT 2.0% MAXIMUM GRADE CONTRACTOR SHALL GRADE THESE 6. CONTRACTOR SHALL HAVE A NORTH CAROUNA LICENSED SURVEYOR PREPARE A SIGNED AND SEAM TOPOGRAPHICAL AS -BUILT SURVEY OF ALL ADA PARKING
AREAS NO STEEPER THAN 2.01 AREAS, ADA ROUTES M THE VESTIBULES, AND ALL 9DEW'ALK8 ON -SITE SURVEY SHALL BE ACCURATE ENOUGH M SHOW THAT THE ADA AREAS HAVE BEEN
EX�ROW CB CATCH BASIN (NCDOT SIDS. 840.00, ,01, .OZ .46, .66) _. CONSTRUCTED PER THE PLANS AND SLOPES SHALL BE LABELED ON THE SURVEY.
US FOUNDRY 5181 FRAME g HOOD AND U5 FOUNDRY 6003 GRATE DELIVERY DOOR.
DI DROP INLET (NCDOT STDS. 840.00, .14..15, .46, .66) ROOF DOWNSPOUT (SPLASH ON GRADE) (REF: ARCH/MEP PLANS). 7 POSSESSION.
SURVEYS SHALL BE SUBMITTED 10 THE CEC INAUTOCIID, PDF, AND HARD COPY FORMAT FOR REVIEW AT LEAST 4 WEIXS PRIOR TO
US FOUNDRY 4139 FRAME AND US FOUNDRY 6002 GRATE
_ROW "D' DOUBLE STRUCTURE (SEE NOTES) = 10 STORM DRAIN
AT TRUCK WELL 00.9X SLOPE TO STUMP T�IIMP GRAPHIC SCALE
q EX SPECIAL BID NOTE: MH MANHOLE (NCDOT SIDS. 840.00, .31, . 54 66) reM 4T ' DING ( BAR PLANS)
TO PROVIDE SEPARATION OF PARKING FROM +a o 24 40 00
32,.46,. ,.
CONTRACTOR IS RESPONSIBLE FOR SCHEDULED MAINTENANCE SM 51PWONIC MANHOLE W/ VENTED LID (SEE DETAIL SHEETS)
ACTIVITIES ON THE B MPS PER THE APPROVED MAINTENANCE FE FLARED END SECTION (SEE DETAIL SHEET) PROPOSED ACHE ROUTE FROM RIGHT-OF-WAY TO STORE FRONT.
SEE ROADWAY IMPROVEMENT PLANS REQUIREMENTS UNTIL THE NOT IS FILED OR THE EXTENDED EW END WALL LONGITUDINAL SLOPE SHALL NOT OU5% AND CROSS -SLOPES TO NOT IN FEET
AND CROSS SECTIONS FOR OFF -SITE LANDSCAPE MAINTENANCE WARRANTY HAS EXPIRED, RD ROOF DRAIN (REF: ARCH/MEP) Dcr� � ((SEE LEGEND FOR BOUNDARY AND HATCH)
GRADING AND DRAI NAG E IMPROVEMENTS WHICHEVER IS LATER. REFER TO THE DETAIL SWEETS FOR CO CLEAN -OUT (SEE DETAIL SHEET) INFILTRATION BASIN (SEE POND DETAILS SHEET). ROCK NOTE GROUNDWATER NOTE
THE REQUIRED MAINTENANCE ACTIVITIES. DS DOWNSPOUT (REF: ARCH/MEP) OWN LINK FENCE AND �� (SEE S� DETAILS �' PRESENCE THE PRESENCE OF ROCK (AS DEFINED IN THE SITEWORK THE OF GROUNDWATER SHOULD BE ANTICIPATED
TIN TRUCK WELL DRAIN (REF: ARCH/#MEP) SPECIFICATION) SHOULD BE ANTICIPATED ON THIS PROJECT. ON THIS PROJECT. CONTRACTOR'S BID SHALL INCLUDE Know what's below.
CONTRACTOR'S BID SHALL INCLUDE CONSIDERATION FOR CONSIDERATION FOR ADDRESSING THIS ISSUE. Call before Ill dig.
CS BMP CONTROL STRUCTURE (SEE POND SHEETS THIS SET) ADDRESSING THIS ITEM. y g
i
cmmn
Kimley-Horn
and Associates, Inc
NC UCENW OF-MO2
MW SOUTH BOULEVARD A
CHARU3TM NORTH CAROUNA 2=3
PROW- [phone]
FAX (7a4) 333-0W
O 2012
*`��tis'►WCARO���i
• . f /
r .{ � • � A
'� 9 • GHNE
IIn1W 4 tIq B
BID SET
NOT FOR CONSTRUCTION
rn
Z
O
w
w
a
0
Z
W
U
0
Aloe
Z
0
O
W
sO=w�
C)ozJ
Z
amV
L
W0
AME
W-
F-
��O
LU Z
■�
�
¢O
W
W
a
Z
J
C7
Z
9
V
F
DESIGNED BY:
NJM
DRAWN BY:
JCW
CHECKED BY:
BMC
DATE::
09/15/12
PROJECTS
015476199
C-06
C
01
E
F
G
H
t

U
Y
1 1 2
I
I
3:1 SLOPE ON BANKS I
0+00
I
30' WIDE EMERGENCY SPILLWAY SHALL -
CONSIST OF COMPACTED, BACKFILL
WITH A 2' THICK LAYER OF CLASS B
RIP RAP ON NON —WOVEN FABRIC
ELEV=124.00
132
3 4
CONCRETE FLUME
SEE SITE DETAILS
12
CHAIN LINK FENCE AND GATE
SEE SITE DETAILS
5 1 6
(6 N N
INFILTRATION BASIN PLAN
HORIZONTAL SCALE 1" = 20'
X 1 O'W X 12"
THICK CLASS B
'SIP -RAP (TIE INTO
R1p—RAP FOR PIPE)
INTO POND
5'W 1X 12". THICK
A RIP --RAP ' '1
TO! EROSION
I N
EDIM NT ROL
"
3) fi25
I
t E
r
X 4W X 12" THICK
3S A= RIP -RAP
I
'ER TO EROSION
SEDIMENT CONTRO , I�
I
AILS) 2+00 I
--� E
1
INTO POND
'
^rye
124 1
i'
M
- SEE GRADING
PLAN FOR STORM '
SYSTEM DESIGN
- 3:1 SLOPE I,
ON BANKS
%
` Y
SEE GRADING PLAN FOR
STORM SYSTEM
121
SEE SITE DETAIL SHEET FOR
X GATE AND FENCE DESIGN x
I
128 ' 128
x PROPOSED GRADE TOP OF BANK
I EXISTING GRADE ELEVATION = 126.00
I
_ x
TOP OF BANK
1 ELEVATION = 126.00
TOP O. WEIR..... 10-YEAR.. H. WL... ..1.24.......
124 _� ELEVVTION = 123.00 =
_ ELEV. 123.6�
POND EMBANKMENT FILL MATERIAL
f �$ SEDIMENT CLEAN OUT ��' �✓� (ON -SITE SOILS MAY BE USED)
ELEVATION = 11.50
CW
BOTTOM OF BASIN 2' UNDISTURBED BOTTOM OF FOREBAY
ELEVATION = 121.00 IN -SITU SOIL ELEVATION = 121.00
..........
1
SHWT
ELEVATION=119.00
I
116
0+00 1 +00
INFILTRATION BASIN SECTION
HORIZONTAL SCALE: 1" = 20'
VERTICAL SCALE: 1" = 2'
116
+00
7
A
GRAPHIC SCALE
20 0 10 20 40
IN FEET )
1 inch = 20 fk.-
9 1 10 1 11 1 12
INFILTRATION BASIN MAINTENANCE SCHEDULE
1. AFTER EVERY RUNOFF PRODUCING RAINFALL EVENT GREATER THAN 1.5 INCHES AND AT LEAST ONCE A
QUARTER:
1.1. INSPECT THE INFILTRATION BASIN SYSTEM FOR SEDIMENT ACCUMULATION, EROSION, TRASH
ACCUMULATION, VEGETATED COVER, AND GENERAL CONDITION.
2. REPAIR ERODED AREAS IMMEDIATELY. RE -SEED THE EMBANKMENT AS NECESSARY TO MAINTAIN
GOOD VEGETATIVE COVER. MOW VEGETATIVE COVER ON EMBANKMENT TO MAINTAIN A MAXIMUM
HEIGHT OF SIX INCHES, REMOVE TRASH AS NEEDED.
3. INSPECT AND REPAIR THE COLLECTION SYSTEM (I.E. CATCH BASINS, PIPING, SWALES, RIP RAP, ETC..,)
QUARTERLY TO MAINTAIN PROPER FUNCTIONING.
4. REMOVE WOODY VEGETATION NOT PART OF THE APPROVED PLAN ANYWHERE WITHIN THE INFILTRATION
BASIN OR SIDE SLOPES.
5. REMOVE ACCUMULATED SEDIMENT FROM THE INFILTRATION BASIN ANNUALLY. THE TOP SEVERAL INCHES
OR DRAINAGE MEDIA ON THE BOTTOM OF THE INFILTRATION BASIN SHOULD BE REPLACED ANNUALLY OR
AT LEAST WHEN THE DEWATERING TIME IS LONGER THAN 5 DAYS. REMOVED SEDIMENT SHALL BE
DISPOSED OF IN AN APPROPRIATE MANNER AND SHALL BE HANDLED IN A MANNER THAT WILL NOT
ADVERSELY IMPACT WATER QUALITY, (I.E. STOCKPILING NEAR A WET DETENTION BASIN, INFILTRATION BASIN,
STREAM, ETC.).
6. PERFORM ANNUAL INSPECTION OF THE INFILTRATION BASIN (ANNUAL INSPECTION REPORTS TO BE KEPT BY
THE OWNER.) PRIOR TO INSPECTION, NOTIFICATION MUST BE GIVE TO STORM WATER SERVICES.
SPECIAL BID NOTE:
CONTRACTOR SHALL HAVE
THE INFILTRATION BASIN
AS -BUILT SURVEYED UPON
COMPLETION.
THESE PLANS ARE FOR THE
CONSTRUCTION OF THE INFILTRATION
BASIN AND IT'S RESPECTIVE DEVICES
ONLY. THE POND DEVICES INCLUDE THE
RIP RAP APRONS.
Know what's below.
Call before you dig.
F
-Horn
ssociates, Inc
NC LIMSE
H�BOUILEEVVARD A
, NORTH CAROLINA 285=4) 333-5131
333-DB45
��141IIlIiI/���
C A R
s
•' J
.JX S L
F C
INE' 49.E
A.,�D�P\��
rrrIII4►
R•21•11-. B
FNOTFOR'CONSTRUCTION
SET
U)
z
O
LD
W
LLI
I-
0
O
z
z
W
cs
O
z
H
CD
W
0
❑ U
❑a
o
O Zz
o
Wa
w
o
�_�
0
V) or
U)
M >
o
ANN O
3
0
it
(L
z
Q
Z
OJ
U�
w
W
U)
p
Z
O
F
DESIGNED BY:
N,JM
DRAWN
BY:
JCW
CHECKED BY:
BMC
DATE:
09/15/12
PROJECT: 015476199
C-07
N
A]
E
F
e
H
1
''' �T:,`il•lj`7-Ir.__.l�,�-#T`-�F'i j!)
'���� 'i s i it l ri rf1

mmb►�F
Kimley-Horn
and Associates, Inc
NC UMSE JFB-OYRANTH LE2O A
SUITE
CHARLOTTE. NORTH CAROUNA 29203
PHONE [phone]
F, L (704) 333-050
c 2012
C A 1 0 /✓/
SSS
r
• n. S L
• 3
A.I�����
q.zl•r� e
FBID SET
T FOR CONSTRUCTION
z
0
w
w
H
Q
O
Z
F=
Z
w
3
U
a
z
y
0
to
o
❑U
W
_
o Zz
O
} O
= CC w
Z
a w<
fr
�w
�
W
_
0
0�
M �Z
U
aC/3a
W
O
d
Z
J
W
Q
U
U)
Z
Q
J
P
HMC
HMC
:
MSM
09/15/12
F.
15476199
-01
Tt F
C
E
M-
G
H