SW6120803_APPROVED PLANS_20120813

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW (o1"q L�'RD3
DOC TYPE
❑ CURRENT PERMIT
LC APPROVED PLANS
❑ HISTORICAL FILE
DOC DATE
A 01A OX G d)
YYYYMMDD

_u3',>_._0, I 1, I i�_, J,•.tia'.z.._f. _.._ ' _. -.. Je_ '1.._—. ., ___-i_._ LL.. _- _ _--__.�'" .-1, 1.1 - ,i._.
SITE DEVELOPMENT PLANS FOR
RETAIL STORE #5017moo
'Y- eu Cis, a
STEDMAN, NORTH CAROLINA
CLINTON ROAD
TOWN OF STEDMAN, CUMBERLAND COUNTY, NORTH CAROLINA
UTILITY RESPONSIBILITY MATRIX FOR THIS PROJECT
UTILITY/ GOVERNING
Ar__FMr%1 c r1n1JTAr'Tc CONTRACTOR RESPONSIBILITY-
OTHERS RESPONSIBILITY —
9.Aa
NO NATURAL GAS LINE
-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
TIME WARNER
-COORDINATE CONSTRUCTION ACTIVITIES WITH TELEPHONE COMPANY TO ENSURE
TELEPHONE COMPANY WILL PROVIDE AND INSTALL ALL
[phone]
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 EXISTING WILL BE DONE BY THE
INCLUDING ALL TRENCHING AND BACKFILLING, FROM THE RISER POLE UP TO THE
TELEPHONE COMPANY
BUILDING
-PROVIDE AND INSTALL PULL BOXES AS PER TELEPHONE COMPANY REQUIREMENTS
-COORDINATE CONSTRUCTION ACTIVITIES WITH ELECTRIC COMPANY TO ENSURE
ELECTRIC COMPANY WILL PROVIDE AND INSTALL ALL
ELECTRIC
PROGRESS ENERGY
INSTALLATION OF UNDERGROUND LINES ARE COMPLETED PRIOR TO ASPHALT OR
MATERIALS NEEDED TO ESTABLISH PRIMARY OVERHEAD
1-800-452-2777
CURB PLACEMENT
SERVICE FROM POINT OF CONNECTION AT THE EXISTING
-PROVIDE AND INSTALL (2)-e SCHEDULE 40 PVC GRAY CONDUITS WITH PULL
LINE UP TO THE TRANSFORMER
ROPES, INCLUDING TRENCHING AND BACICFILLING, FOR THE
ELECTRIC COMPANY WILL PROVIDE AND INSTALL PRIMARY
UNDERGROUND PORTIONS OF THE PRIMARY FROM THE RISER POLE UP
CABLE FOR ALL UNDERGROUND LINES UP TO THE
TO THE TRANSFORMER. SCHEDULE 40 PVC CONDUITS SHALL BE USED ON
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 SEMIR
TOWN OF STEDMAN
5110 FRONT STREET
-PROVIDE AND INSTALL SANITARY SEWER LINES AND ASSOCIATED
APPURTENANCES PER THE PLANS AND SPECIFICATIONS
-ALL. PUBLIC AND PRIVATE SANITARY SEWER LINES SHALL BE DIP OR PVC
STEDMAN, NC
28391
(RATED SDR 26) UNLESS OTHERWISE NOTED
{910} 323-1892
—COORDINNTH ENGINEER OF
INSPECTION E
IBERLANDD
COUNTY PER THRED
RECORDAND CUMATE
SPECIFICATIONS
-PROVIDE AND INSTALL ALL WATER MAINS AND ASSOCIATED A.PURTENANCES
WATEE
TOWN OF STEDMAN
PER THE PLANS AND SPECIFICATION
5110 FRONT STREET
-ALL PUBLIC AND PRIVATE WATER MAINS SHALL BE C900 PVC, UNLESS OTHERWISE NOTED.
STEDMAN, NC
28391
-ALL PORTIONS OF THE FIRE PROTECTION WATER SYSTEM SHALL BE
[phone]
INSTALLED BY A LICENSED FIRE SPRINKLER CONTRACTOR
-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
TOWN OF STEDMAN
-PROVIDE AND INSTALL ALL STORM SEWER LINES AND ASSOCIATED APPURTENANCES
5110 FRONT STREET
PER THE PLANS AND SPECIFICATION
STEDMAN, NC
-REFER TO GRADING PLAN FOR INFORMATION ON ALLOWABLE STORM SEWER MATERIALS.
28391
[phone]
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
JENNIFER KERSH
5110 FRONT STREET
STEDMAN, NC
28391
[phone]
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]
SITE LOCATION MAP
110T TO 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 1OTH STREET
BENTONVILLE, AR 72716-0550
[phone]
PREPARED BY:
FPPV- =
mmh, , = F1
NC LICENSE #F-0102
SURVEYOR:
JAMES MAUNEY & ASSOCIATES, P.A.
6405 WILKINSON BLVD., SUITE 11
BELMONT, NC 28012
[phone] TEL
[phone] FAX
CONTACT: JAMES CAMERON, P.L.S.
KimlelylmHorn
and Associates, Inc.
ENGINEER:
KIMLEY--HORN AND ASSOCIATES, INC.
2000 SOUTH BOULEVARD
SUITE 440
CHARLOTTE, NC 28203
[phone] TEL
[phone] FAX
CONTACT. B. MATTHEW COX, P.E. (NC)
ROCK NOTE
Sheet List Table
Sheet No:
Sheet Title
C-01
COVER SHEET
C-02
GENERAL NOTES - 1
C-03
GENERAL NOTES - 2
SV1
ALTA-ACSM LAND TITLE SURVEY
E-1
EROSION AND SEDIMENTATION CONTROL PLAN PHASE 1 SITE MAP
E-2
EROSION AND SEDIMENTATION CONTROL PLAN PHASE 2 SITE MAP
E-3
EROSION CONTROL DETAILS - 1
E-4
EROSION CONTROL DETAILS - 2
E-5
EROSION CONTROL DETAILS - 3
E-6
EROSION CONTROL DETAILS - 4
C-04
SITE PLAN
C-05
GRADING PLAN
C-06
UTILITY PLAN
C-07
POND CROSS SECTION AND DETAILS
L-01
STORMWATER POND LANDSCAPE PLAN
C-08
SITE DETAILS - 1
C-09
SITE DETAILS - 2
C-10
UTILITY DETAILS - 1
RD-01
GENERAL NOTES, TYPICAL SECTION AND DETAILS
RD-02
OFFSITE ROADWAY IMPROVEMENT PLAN
RD-03
TRAFFIC CONTROL GENERAL NOTES
RD-04
ROADWAY CROSS SECTIONS
RD-05
ROADWAY CROSS SECTIONS
THE PRESENCE OF ROCK (AS DEFINED IN THE SITEWORK
SPECIFICATION) SHOULD BE ANTICIPATED ON THIS
PROJECT. CONTRACTORS BID SHALL INCLUDE
CONSIDERATION FOR ADDRESSING THIS ITEM.
GROUNDWATER NOTE
THE PRESENCE OF GROUNDWATER SHOULD BE
ANTICIPATED ON THIS PROJECT. CONTRACTORS BID
SHALL INCLUDE CONSIDERATION FOR ADDRESSING THIS
ITEM.
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3 o,gLjsrwJ by Vj.? sYUrn wu!ar ;,t n ',:',. M rlh C�rohnii
+:Es wqulre Snat Ine tato+;nwa;er ;y� ten dFisirt�r
respect during c�)r;rr_
,-Ian!! and slie[s; �a!��{ ce.{iify COtYiwii�:r,cE, uikF. ±;,�
Know what's below.
Call before you dig.
REV.DATEJ
REVISIONS
PAGES
DATE
8/10/2012
FILE NUMBER
015476207
SHEET NUMBER
C-01
TOTAL SHEETS
23
"Or
® 2012
1�1LEY-HORN AND ASSOCIATES, INC.
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NC HWY 24 (CLINTON ROAD)
(I oo' PUBUC R/W)
— D-ROW EX -ROW
S61P35'32" E 448.87 TOTAL (M)
SEE OFF -SITE
ROADWAY PLANS
PROPOSED
LOT 2, REMAINDER AREA
HORNE, BILLY D. & FAY J.
DB 5258, PG 602
TAX PARCEL: 0495-38-3684
LOT 2, SUBDfVISION FOR BILLY 0. HORNE
MIB 122 PG 23
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PROPOSED
7 1
........... LOT 2, REMAINDER AREA
I .t l°•3Y ��� � 1jr ��. b.J..
...�. HORNE, BILLY D. & FAY J.
d G '' '' .. .. .. :- . I DB 5258, PC 602
TAX PARCEL: 0495-38-3584
LOT 2. SUBDMSION FOR BILLY D. HORNE
. I 1 MB 122 PG 23
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1
WET DETENTION
1 �
POND 1
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X•-"-"•-M^-li.•'�7I---'^'-R'•'^--X'."�^7wF___•'•_71�--•1^^R---^71"„'�lfF-- P
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1 1
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1 1
1�25' PERf,AENANT FJISE1ikA1T
1
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1 �
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1 �
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SEE GRADING AND 1
DRAINAGE PLAN 1
LEGEND
s `
PROPOSED BUILDING
PROPERTY LINE
O
PROPOSED PARKING SPACES
CC
PROPOSED CART CORRAL
PROPOSED HEAVY DUTY ASPHALT PAVEMENT
PROPOSED STANDARD DUTY ASPHALT PAVEMENT
ARCHITECTURAL CONCRETE
(REFER TO ARCH PLANS)
`::::'`..•v:'y�;:
RETAIL PARKING DATA
RETAIL (GROSS)
APPROX. 11,892 S.F.
STANDARD SPACES
58 SPACES
ACCESSIBLE SPACES
3 SPACES
CART CORRAL
1 SPACES
TOTAL PARKING
62 SPACES
RATIO
&21/1,000 S.F.
REQUIRED
1/200 S.F.
RETAIL PARCEL DATA
PARCEL NUMBERS Port of 0495-38-3684
FAX RECOIL DEED 5258, PG &M MB 12Z PG 23
ZONING
LAND AREA
SITE NOTES:
C3
t2.983 A.Q
1. ALL WORK AND MATERIALS SHALL COMPLY WITH ALL CITY/COUNTY REGULATIONS AND
CODES AND O.S.HJL STANDARDS.
2. CONTRACTOR SHALL REFER TO THE ARCHIIEC7URAL PLANS FOR EXACT LOCATIONS AND
DIMENSIONS OF VESOBULES, SLOPE PAVING, SIDEWALKS, DOT POR*IE% TRUCK DOCKS,
PRECISE BUILDING SONS AND EXACT BULDING 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 02900 SPECIFICATION.
4. ALL CURBED RADII ARE TO BE 10' UNLESS OTHER WISED NOTED. STRIPED RADII ARE TO
1E W.
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 IN BASE BID.
7. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL RELOCATIONS, (UNLESS OTHERWISE NOTED
ON PLANS) INCLUDING BUT NOT LIMITED TO. ALL UTILITIES, STORM DRAINAGE, SIGNS,
TRAFFIC SIGNALS. AND POLES, ETC. AS REQUIRED. ALL WORK SHALL BE IN ACCORDANCE
WITH GOVERNDIG AUTHORITIES OR OWNER REQUIREMENTS AND PROJECT SITE WORK
SPECIFICATIONS AND SHALL BE APPROVED BY SUCH. ALL COST SHALL BE INCLUDED IN
BASE BID.
& SITE BOUNDARY, TOPOGRAPHY. UTILITY AND ROAD INFORMATION TAKEN FROM A SURVEY
BY A LAND SURVEYOR. (SEE COVER SHEET)
9. SEE RETAIL PARCEL DATA FOR TOTAL LAND ACREAGE(S).
10. (NO) JURISDICTIONAL WATERS ARE PRESENT ON THIS SITE AS INDICATED BY A LETTER
FROM THE US ARMY CORPS OF ENGINEERS DATED MONTH DAY, YEAR (SEE SITE PLAN
FOR LOCATION)
11. THE SITE WORK FOR THIS PROJECT SHALL MEET OR EXCEED 'THE SITE SPECIFIC
SPECIFICATIONS".
12. SKITS SHALL BE CONSTRUCTED BY OTHERS.
13 REFER TO ARCH/" PLANS FOR SITE LIGHTING ELECTRICAL PLAN.
ADDITIONAL SITE NOTES:
1. THE MEDIAN AGE FOR THIS JURISDCTION IS 39.7 YEARS OLD.
2. AT THIS TIME, THERE ARE NO TRANSIT ROUTES PLANNED 7HROUGH THIS SITE.
3. REFER TO THE LIGHTING PLAN FOR SECURITY CAMERA LOCATIONS,
4. THE CONTRACTOR IS RESPONSE FOR THE DESIGN AND IMPLEMENTATION OF ALL
SHEETING, SHORING; BRACING AND SPECIAL EXCAVATION MEASURES RED TO MEET
O.S.H.A., FEDERAL, STATE AND LOCAL REGULATIONS PURSUANT TO THE INSTALLA71ON
OF THE WORK INDICATED ON THESE DRAWINGS. THE CEC ACCEPTS NO RESPONStE3 TY
FOR THE DESIGN(S) TO INSTALL SAID ITEMS.
5. THE CONTRACTOR MALL PROTECT ALL MONUMENTS, IRON PIK AND PROPERTY
CORNERS DURING CONSTRUCTION.
6. 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 INSTRUC110N PRIOR TO PRO(NG
7. ANY OFF --SLATE ROADWAY IMPROVEMENT SHALL BE COORDINATED WITH THE
ANRISDiC11ON AND NCDOT AT LEAST 72 HOURS PRIOR TO BEGINNING CONSTRUCTION.
8. ANY NCDOT DETAIL REFERENCE, REFERS TO THE LATEST NCDOT DETAIL PER THEIR
LATEST STANDARDS.
9. ANY DISCREPANCY FOUND IN THE CIVIL PUWS, CIVIL SPECIFICATIONS, OR SPECIAL
CONDITIONS DOCUMENT; OR BETWEEN THE CIVIL DOCUMENTS AND THE ARCHITECTURAL
DOCUMENTS, SHALL IMMEDIATELY BE BROUGHT TO THE ATTR 47iON OF THE OWNER AND
CEC.
10. REFER TO THE GRADING PLAN AND UTILITY PLAN FOR OTHER EASEMENT LOCATIONS.
LUMINAIRE SCHEDULE
SYMBOL
QTY.
LABEL
ARRANGEMENT
LLF
DESCRIPTION
ARR. WATTS
AR. LUM. LUMENS
BUG RATING
— j —
1
OD5_28
4 0 90 DEGREES
0.765
4—EAMT5D5N57A4CBLCKF
25 FT POLE ON 3 FT BASE
1140
76000
B5—UO—G3
PAINTED STRIPING LEGEND
SWSL / 4'
- SINGLE WHITE SOLID LINE / e WIDE
SYSL / 4"
- SINGLE YELLOW SOLID LINE / 4' WIDE EACH
DYSL / 4'
- DOUBLE YELLOW SOLID LINE / 4' MIRE EACH
SYSL / 10' -• SINGLE YELLOW SOLID LINE / 10" WIDE
SWDL / 4'
- SINGLE WHITE DASHED LINE / 4' WIDE
SWSL / 24' -- SINGLE WHITE SOLID LINE / 24' WIDE
SMML / 4'
- SINGLE WHITE MINI -SKIP / 4' WIDE
SBA / 4'
- SINGLE BROKEN YELLOW LINE / 4' WIDE
SITE LEGEND:
O6 WIDE FIRE LANE STRIPING PAINTED TRAFFIC RED W/ "NO PARKING FIRE LANE" PAINTED
WITH 4' HIGH WHITE LETTERING AT 25' O.C. — (SEE DETAIL SHEET)
© NOT USED.
NOT USED.
OD NOT USED.
O NOT USED.
NOT USED.
OEXIT PORCH. — (SEE ARCHITECTURAL PLANS) FOR EXACT SIZE, LOCATION FOR STOOPS,
STAIRS AND/OR RAMPS THAT MAY BE REQ'D. RAMP PAVEMENT FLUSH WITH TOP OF STOOP.
O 6.0 PIPE BOLLARD TYPICAL UNLESS NOTED OTHERWISE. — (SEE DETAIL SHEET)
NOT USED.
O4' WIDE x 110' LONG YELLOW PAINTED TRUCK ALIGNMENT STRIPES. SPACED 10' O.C.
CENTERED ON DOCK DOORS.
OBALE AND PALLET RECYCLING AREA. REFER TO ARCHITECTURAL PLAN FOR EXACT
LOCATION, TYPE OF SCREENING, AND SLOPE
OCONCRETE TRANSFORMER PAD. CONTRACTOR TO COORDINATE WITH LOCAL POWER
COMPANY FOR DETAILS.
®ACCESSIBLE PARKING SPACE TYPICAL. SEE DETAIL SHEET FOR ACCESSIBLE PARKING
SPACE SIZE, SIGN AND SYMBOL ("VAN' —INDICATES VAN ACCESSIBLE SPACE)
OPAINTED ISLAND TYPICAL UNLESS NOTED OTHERWISE. STRIPES SHALL BE PAINTED SYSL/4"
AT 2'--0' O.C. PERPENDICULAR TO THE PARKING SPACE (SEE DETAIL SHEET).
6' WIDE PEDESTRIAN CROSSWALK. EDGE LINES PAINTED SWSL/8- WITH INSIDE STRIPING
Q PAINTED SWSL/6" AT 2'-0' O.C. PERPENDICULAR TO EDGE LINES (SEE DETAIL SHEET).
LONGITUDINAL SLOPE SHALL NOT EXCEED 5% AND CROSS --SLOPES TO NOT EXCEED 2x
© CART CORRAL. TYPICAL — (SEE DETAIL SHEET) FOR CART CORRAL DETAIL
® NOT USED.
® NOT USED.
O NOT USED.
PAINTED DIRECTIONAL ARROWS TYPICAL — (SEE DETAIL SHEET FOR TWO TYPES)
O BUILDING SETBACK LINE PER SURVEY.
VO NOT USED.
NOT USED.
O NOT USED.
OY NOT USED.
® NOT USED.
f STOP SIGN. (SEE DETAIL SHEET).
BB NOT USED.
GC NOT USED.
�D NOT USED.
1=E STOP BAR WITH STOP LETTERING. (SEE DETAIL SHEET.)
FF NOT USED.
NOT USED.
HH NOT USED.
f# ACCESSIBLE "SITE ARRIVAL POINT". SEE PLAN FOR LOCATION AND LIMITS.
.#J NOT USED.
�KK NOT USED.
LL NOT USED.
1Q NOT USED.
©EDGE OF ASPHALT PAVEMENT.
® NOT USED.
PP LIGHTING POLE BASE — (SEE DETAIL SHEET)
REFER TO ARCH. PLANS FOR SITE LIGHTING ELECTRICAL PLAN.
RAISED DOCK DOOR.
R� VEGETATION FREE ZONE (SEE DETAIL SHEET:)
S5 FUELING STATION (SEE PLANS BY OTHERS.)
TOT 6' HIGH CHAIN LINK FENCE. (SEE DETAIL SHEET.)
UU 8' WIDE DOUBLE ACCESS GATE. (SEE DETAIL SHEET.) GATES TO SWNNG INTO POND AREA.
© TACTILE WARNING STRIP WITH TRUNCATED DOMES (SEE DETAIL SHEET:)
5' SIDEWALK (SEE DETAIL SHEET.)
GRAPHIC SCALE
40 0 20 40 80
( IN FEET )
I inch = 40 fL
ROCK NOTE GROUNDWATER NOTE
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 PRUCT. 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.
Kimley-Horn
and Associates, Inc
NC LIC NW OF-0102
2000 S0137H BOULEVARD A
SATE 440
CHAKOT1£, NORTH CAROUNA 2B2O3
PHONE [phone]
FAX (704) 333-OW
0 2012
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DESIGNED BY: TCM
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DATE: 8/9/20 1 2
PRtOJECTf1: 015476207
C-04
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124.93
GRADING AND DRAINAGE KEY
i
24 I 124.32 OUTLINED AREA REPRESENTS THE OUTLINE OF ADA SPACES (PAVMENT
125.15 �125- �s s 124 DESIGNED AT Z00% AOPES FROM THE VESTIBULE
A UM GRADECCOONTRRACTTO RTS OF SHSHALLLGGRAM T>�
125.66
1 125.05 II
25.84TC
124.20
124,10 I E241
y
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122.40 V
iVM 1
V
121
i y AT 1
I Y N
126.00
Ell
' II
II
125.85 i I
II
II
,
�z5
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125.66 125.48 1
125.84TC - - - - 125.84TC 125 ....
125.84TP I (125.84TP 125.88
125.88
t ---
126.00
126.00
126.00 126.00
125.88
L-12•-RR 125.88
I 11,928 S.F. (APPROX.) 125.94TC
FFE = 126.00 125.44TP
ZONING = C3
122.12 123.93
AT WALL /� 25.94TC
I11-2 -5. 4-4-T-P
y 121.35 123.93
MH-4 AT DRAIN E
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FE 5 AT WALL - 1
11
i" 121
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00 117-
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V
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LEGEND
SPOT GRADE ELEVATION
623
PROPOSED MINOR CONTOUR
6-0
PROPOSED MAJOR CONTOUR
......
EXISTING MINOR CONTOUR
......
EXISTING )MAJOR CONTOUR
ST
STORM DRAIN
PROPOSED GUIDERAIL
ADA SPACE AND ACCESS OUTLINE
(SEE GRADING AND DRAINAGE KEY "A')
RIP RAT' AREA (SEE DETAIL SHEET FOUR SIZE
INFORMATION)
DRAINAGE DIRECTION ARROW
SPECIAL BID NOTE:
CONTRACTOR IS RESPONSIBLE FOR SCHEDULED MAINTENANCE
ACTIVITIES ON THE BMPS PER THE APPROVED MAINTENANCE
REQUIREMENTS UNTIL THE NOT IS FILLED OR THE EXTENDED
.LANDSCAPE MAINTENANCE ]WARRANTY HAS EXPIRED,
WHICHEVER IS LATER. REFER TO THE DETAIL SHEETS FOR
THE REQUIRED MAINTENANCE ACTIVITIES.
,
9-_
12
J
125.15
122
RVICE, IS INTENDED ONLY F
a
' 124.85
I 1
I
171 224.50
i
2-1
1
t d-
I� i
1125.56HPI
1 DI--2 I
1 124,85 1
AREAS NO STEEPER THAN 2.OX
DELIVERY DOOR.
ROOF DOWNSPOUT (REF': ARCH/MEP PLANS).
ONE 1W STORM DRAIN PIPE AT TRUCE( WEIR..
4' WDE. 6" VERTICAL CURB TO PROVIDE SEPARATION OF PARKING FROM
BUILDING
PROPOSED ACCESIBLE ROUTE FROM RIGHT-OF-WAY TO STORE FRONT.
LONGITUDINAL SLOPE SHALL NOT EXCEED 5X AND CROSS -SLOPES TO NOT
EXCEED 2X (SEE LEGEND FOR BOUNDARY AND HATCH)
WET POND (SEE POND DETAILS SHEET).
STORM DRAINAGE
ABBREVIATIONS LIST
(SEE DETAIL SHEETS)
CB
CATCH BASIN
DI
DROP INLET
V
DOUBLE STRUCTURE (SEE NOTES)
MH
MANHOLE
SM
SIPHONIC MANHOLE W/ VENTED LID
FE
FLARED END SECTION
EW
END WALL
RD
ROOF DRAIN (REF: ARCH/MEP)
CO
CLEAN -OUT
IDS
DOWNSPOUT (REF: ARCH/MEP)
TW
TRUCK WELL DRAIN (REF: ARCH/MEP)
CS
BMP CONTROL STRUCTURE
STORM PIPE TABLE
US
Node
DS
Node
US Invert
Elevation
{ft)
DS Invert
Elevation
(ft)
section
Size (in.)
Material
. Length
(ft)
Slope
(ft/ft)
DI-1
DI-2
121.76
121.46
15
RCP
ISO
0.002
DI-2
MH-3
121.46
121.29
15
RCP
81
0.002
MH-3
MH-4
121.29
121.03
15
RCP
134
0.002
MH-4
FITS-5
121.03
121.00
15
RCP
13
0.002
MH-6
FES-7
121
120.96
15
RCP
31
0.001
FES-8
I FES-9
121-1
120.92
18
RCP
I ill
f 0.002
STORM STRUCTURE TABLE
Structure
Rltn
Elevation
ft)
Invert In 1
(ft)
Invert In 2
(ft)
Invert Out
(ft)
DI-1
124.31
--
--
121.76
DI-2
124.42
121.46
--
121.46
MH-3
124.00
121.29
121.29
MH-4
124.00
121.03
--
121.03
FE-5
--
121.00
--
554.73
MH-6
125.00
--
--
121.00
FE-7
--
--
--
120.96
FE-8
--
--
--
121,1
FE-9
--
--
--
120.92
FILL HEIGHT TABLE
FOR RIGID PIPE
CLASS IV CLASS V SPECIAL DESIGN
DEPTH I T)F DEPTH (ED REQUIRED fFTC
20' < H < 30' 30' < H < 4O' H > 40'
REFERENCE: NCDOT DETAIL 30(k101, METHOD OF
PIPE INSTALLATION, FILL HEIGHT TABLES, SHEET 3
OF 3,
WALMART GRADING AND DRAINAGE NOTES:
1. CONTRACTOR IS RESPONSIBLE FOR DEMOLITIONOF EXISTING STRUCTURES INCLUDING REMOVAL OF ANY EXISTING UTILITIES SERVING THE STRUCTURE. UTILITIES ARE TO BE
REMOVED TO THE RIGHT-OF-WAY.
2. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION ANQ/OR ELEVATION OF EXI511NG UTILITIES A5 SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE
VARIOUS UTILITY COMPANIES, AND WHERE POSSIBLE, ME ASIUREMEFNTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING DUCT OR COMPLETE. THE
CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANIES AT LEAST 72 HOURS BffORE ANY EXCAVAIWN TO REQUEST (7OACT FIELD IACATION OF UTILITIES. IT SHALL
BE THE RESPONSIBILITY OF THE CMTTRACTOR TO RELOCATE ALL EXISTING UTILITIES YMICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SFi(Nf6+1 ON THE PLANS.
3. ALL CUT OR FILL SLOPES SHALL BE 3.1 D FLATTER UNLESS OTHERWISE NOTED.
4. PRECAST STRUCTURES MAY BE USED AT CONTRACTOR'S OPTION.
5. STORM PPE MATERIAL SHALL BE AS NOTED ON THIS PLAN.
6. EXISTING PIPES TO BE CLEANED OUT TO REMOVE ALL SILT AND DEBRIS,
7. EXISTING GRADE CONTOUR INTERVALS SHOWN AT 1 FOOT.
& PROPOSED GRADE CONTOUR INTERVALS SHOWNAT 1 FOOT.
S. F ANY EXISTING STRUCTURES TO REMAIN ARE DAMAGE DURING CONSTRUCTION IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO REPAIR AND/OR REPLACE THE
Ei ISTING STRUCTURE AS NECESSARY TO RETURN IT TO FISTING CONDITIONS OR BETTER.
10. ALL STORM PIPE ENTERING STRUCTURES SHALL BE GROUTED TO ASSURE CONNECTION AT STRUCTURE IS WATERTIGHT
11. ALL STORM SEWER MANHOLES IN PAVED AREAS SHALL BE FLUSH WITH PAVEMENT, AND SHALL HAVE TRAFFIC BEARING RING & COVERS. MANHOLES IN UNPAVED AREAS
ALL
SHBE 6' ABOVE FINISH GRADE LIDS SHALL BE LABELED 'STORM SEWER'.
11 THE CONTRACTOR SHALL ADHERE To ALL TERMS a: CONDITIONS AS OUTLINED IN THE IPA OR APPLICABLE STATE GENERAL N.P.D.E.S. PERMIT FOR STORM WATER
DISCHARGE ASSOCIATED WITH CONSTRUCTION ACTIVITIES AND THE WALMART SPECIAL CONDITIONS, SECTION 8, ENVIRONMENTAL COMPLIANCE AND STORM WATER POLLUTION
PREVENTION. THIS APPLIES M WALMART BUILT PROJECTS ONLY.
13. CONTRACTOR MALL ADJUST AND/OR CUT EXISTING PAVEMENT AS NECESSARY TO ASSURE A SMOOTH FIT AND CONTINUOUS GRADE.
14. CONTRACTOR SHALL ASSURE POSITIVE: DRAINAGE AWAY FROM BUILDINGS FOR ALL NATURAL AND PAVED AREAS.
15. TOPOGRAPHIC INFORMATION IS TAKEN FROM A TOPOGRAPHIC SURVEY BY LAND SURVEYORS (SEE COVER SHIM. IF THE CONTRACTOR DOES NOT ACCEPT EXISTING
TOPOGRAPHY AS SHOWN ON THE PLANS, WITHOUT EXCEPTION, THEN THE CONTRACTOR SHALL SUPPLY, AT THEIR EXPENSE, A TOPOGRAPHIC SURVEY BY A REGISTERED
LAND SURVEYOR TO THE OWNER FOR REVIEW.
16. ALL UNSURFACED AREAS DISTURBED BY GRADING OPERATION SHALL RECEIVE 4 INCHES OF TOPSOIL. CONTRACTOR SHALL ARMY EROSION CONTROL MEASURES TO ALL
SLOPES 3H:1V OR STEEPER. CONTRACTOR SHALL STABILIZE DISTURBED AREAS IN ACCORDANCE WITH GOVERNING SPECIFICATIONS UNTIL A HEALTHY STAND OF VEGETATION
IS OBTAINED
17. CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE GDVEJMG CODS AND BECONSTRUCTED TO SAME.
1& ALL STRUCTUREUNIFORM S SHALL HAVE A SMOOTH UNIFOPOURED MORTAR INVERT IN(S) TO INVERT OUT
ADDITIONAL GRADING NOTES:
1. CONTRACTOR SHALL REFER TO THE EROSION AND SEDIMENTATION CONTROL STE MAPS AND DETAILS FOR SPECIFIC NOTES REGARDING COVERAGE UNDER 1HE JURISDICTION'S
APPLICABLE EROSION AND SEDIMENTATION CONTROL LAW OR CODE OF ORDINANCES AND THE STATES APPLICABLE NPDES GENERAL PLAIT FOR CONSTRUCTION ACTIVITIES,
2. APPROVAL OF THIS PLAN IS NOT AN AUTHORIZATION TO GRADE ON ADJACENT PROPERTIES, UNLESS OTHERWISE SHOWN BY A (TRADING EASEMENT AND THE LIMITS OF
DISTURBANCE WHEN FIELD CONDITIONS WARRANT OFF -SITE GRADING, PERMISSION MUST BE OBTAINED FROM THE AFFECTED PROPERTY OWNERS AND THE JURISDICTION.
SITESUBSURFACE PREPARATION 3. ALL PROPOSED CONTOURS ANDES D SPOT ELEVATIONS REFLECT TOP OF PAVEMENT FINISHED GRAM. (UNLESS OTHERWISE NOTED.)
WM EXPRESS, srEbMAN, NORTH CAROLINA 4. RIM ELEVATIONS OF CURB INLET EQUALS THE FLOW LINE OF GUTTER PAN, NOT THE DEPRESSED ELEVATION AT THE INLET, RIM ELEVATIONS OF DROP OR
JULY 27, ZEi12 SIPHONIC MANHOLES EQUALS THE CENTER OF GRATE OR LID ELEVATION. 11NIEi5. MANHOLES.
EXISTING VEGETATION TOPSOIL AND OTHERWISE UNSUITABLE MATERIAL SHALL 5• N.L. PROPOSED CONTOURS IN ALL "FILL" AREAS SHOWN ON THIS PLAN REPRESENT COMPACTED STRUCTURAL FILL AND SHALL BE CONSTRUCTED WITH SATISFACTORY
BE REMOVED FROM THE PROPOSED PAVEMENT AREAS- THE EXPOSED SUBGRADE
MATERIAL COMPACTED TO THE STANDARDS OUTLINED IN THE SITE SPECIFICATIONS (MINUS THE REQUIRED TOPSOIL OR PAVEMENT THICKNESSES).
SHALL BE PROOFROLLED WITH A LOADED DUMP TRUCK OR SIMILAR PNEUMATIC
TIRED VEHICLE (MINIMUM LOADED WEIGHT OF 20 TONS) UNDER THE
6.
REFER TO PAVEMENT CROSS --SECTIONS TO ESTABLISH CORRECT SUBBASE OR AGGREGATE BAD COURSE ELEVATIONS TO BE COMPLETED AS PART OF THIS PROJECT
FOUNDATION SUBSURFACE PREPARATION
OBSERVATION OF THE CTL. THE PROOFROLLING PROCESS SHALL CONSIST OF FOUR
WM EXPRESS, STEDMAN, NORTH CAROLINA
JULY 27, 2012
COMPLETE PASSES OF THE EXPOSED AREAS WITH TWO OF THE PASSES PERFORMED
7.
ALL ELEVATIONS ARE IN REFERENCE TO THE BENCHMARK SHOWN ON THE SURVEY PROVIDED. THE BENCHMARK SHALL BE VERIFIED BY THE GENERAL CONTRACTOR PRIOR TO
PERPENDICULARLY TO THE PRECEDING ONES. LOW CONSISTENCY SOILS SHALL BE
THE COMMENCEMENT OF GRADING ACTIVITIES.
REMOVED AND REPLACED WITH COMPACTED STRUCTURAL FILL WHERE
UNLESS SPECIFICALLY INDICATED OTHERWISE IN THE DRAWINGS ANDIOR SPECIFICATIONS, THE LIMITS OF THIS
ENCOUNTERED"
&
CONTRACTOR SHAM BLEND NEW EARTHWORK SMOOTHLY TO TRANSITION BACK TO EXISTING GRADE,
SUBSURFACE PREPARATION ARE CONSIDERED TO BE THAT PORTION OF THE SITE DIRECTLY BENEATH AND 5 FEET
BEYOND THE BUILDING AND APPURTENANCES. APPURTENANCES ARE THOSE ITEMS ATTACHED TO THE BUILDING
HIGHLY PLASTIC SOILS WITH LIQUID LIMITS GREATER THAN 50 PERCENT AND
9.
ALL FILL TO D COMPACTED PER THE EARTHWORK SPECIFICATIONS FOR THIS PROJECT. S HE'S REPORT OF SUBSURFACE EXPLORATION DATED MONTH DAY, YEAR SHALL
PROPER (REFER TO DRAWING SHEET SPI), TYPICALLY INCLUDING, BUT NOT LIMITED TO, THE BUILDING SIDEWALKS,
PLASTICITY INDICES GREATER THAN 20 PERCENT SHALL. BE REMOVED AND
,
•r�
BE U� AS A GUIDANCE DOCUMENT {NOT TO BE CONSIDERED A CONTRACT DOCUMENT). IF THE CONTRACTOR NOTICES A DISCREPANCY BETWEEN TFE SddulE REPORT AND
PORCHES RAMPS STOOPS TRUCK WELLS/DOCKS COMPACTOR PAD ETC THE SUBBASE WHERE REQUIRED DO NOT
REPLACED WITH COMPACTED STRUCTURAL FILL WHERE PRESENT WITHIN 2 FEET
THE PROJECT SPECIFICATIONS CONTRACTOR SHALL NOTIFY THE OWNER IMMEDIATELY
M� EXTEND BEYOND THE LIMITS OF THE ACTUAL BUILDING AND THE APPURTENANCES. OF THE FINAL SUBGRADE ELEVATION IN PAVEMENT AREAS.
{ AFTER PROOFROLLING OPERATION HAS BEEN COMPLETED AND THE SUBGRADE IS 10. CONTRACTOR SHALL INSURE POSITIVE DRAINAGE SO THAT RUNOFF WILL DRAIN BY GRAVITY FLOW ACROSS NEW PAVEMENT AREAS TO NEW OR EXISTING DRAINAGE INLETS OR
ESTABLISH THE FINAL SUBGRADE ELEVATION TO ALLOW FOR THE CONCRETE SLAB AND BASE. REFERENCE SHEET OVERLAND, MINIMUM PAVEMENT GRADES SHALL BE 11L MAXIMUM PAVEMENT GRADES IN ADA AREAS MALL BE 2X, MAXIMUM GRADES IN ALL OTHER PARKING AREAS
r DETERMINED TO BE STABLE SITE GRADING SHALL PROCEED IMMEDIATELY -
ARCHITECTURAL AND STRUCTURAL DRAWINGS FOR REQUIRED SLAB THICKNESS. THE SUBBASE SMALL CONSIST OF 4 THE SHALL BE 3X MAXIMUM GRADES ALONG TRUCK ROUTES SHALL BE 57L, MAXIMUM GRADES ALONG ALL OTHER DRIVEWAYS SHALL BE 8X MINIMUM PAVEMENT GRADES FOR
INCHES OF BASE CONFORMING TO NCDOT "STANDARD SPECIFICA oN3 FOR ROADS AND STRUCTURES", 2012 �� DIRECTION IMMEDIATELY PRIOR TO PLACING AGGREGATE BASE COURSE IN CONCRETE APRONS OR CURBS SHALL BE 0.5X
EDITION, SECT€ON 1010, AGGREGATE BASE COURSE (ABC). THE CONTRACTOR SHALL BE RESPONSIBLE FOR
OBTAINING ACCURATE MEASUREMENTS FOR ALL CUT AND FILL DEPTHS REQUIRED. ANY PROPOSED EQUIVALENT ON -SITE SOILS ARE NOT SUITABLE. FOR RE -USE AS STRUCTURAL, FILL. STRUCTURAL 11. FOR ADA AREAS, ANY FINAL SLOPES IN EXCESS OF APPLICABLE ADA LAWS SHALL RESULT IN REMOVAL AND REPLACEMENT OF ANY AREA TO BMW THE AREAS INTO
* ALTERNATIVE BASE MATERIAL MUST BE SUBMITTED FOR APPROVAL WITHIN 30 DAYS AFTER AWARD OF CONTRACT. FILL SHALL CONTAIN LESS THAN 3% ORGANICS AND BE FREE OF OTHER COMPLIANCE WITH ADA LAW.
ANY EQUIVALENT ALTERNATIVE SHALL ONLY BE USED IF APPROVED W WR€TING BY THE CEC AND AOR, DELETERIOUS MATERIAL, HAVE A STANDARD PROCTOR MAXIMUM DRY DENSITY
EXISTING VEGETATION, TOPSOIL AND OTHERWISE UNSUITABLE MATERIAL SHALL BE REMOVED FROM THE OF AT LEAST 100 POUNDS PER CUBIC FOOT, AND SHALL MEET THE FOLLOWING 12. THE CONTRACTOR SHALL INCLUDE IN THE BASE BID ANY DEWATERENG AND MOISTURE CONDITIONING NECESSARY TO CONSTRUCT THE PROXCT
PROPOSED BUILDING AREA. AFTER STRIPPING, THE EXPOSED SUBGRADE SHALL BE PROOFROLLEI) WITH A LOADED ATTERBERG LIMITS REQUIREMENTS:
DUMP TRUCK OR SIMILAR PNEUMATIC TIRED VEHICLE. (MINIMUM LOADED WEIGHT OF 20 TONS) UNDER THE 13. GRADES MAY BE ADJUSTED TO ACCOMMODATE UNFORESEEN CONDITIONS. CONTRACTOR SHALL CONTACT OWNER AND CEC FOR NECESSARY ADJUSTMENTS.
LOCATM WITH R_ ESPECT TO FINAL 'GRADE P I1 LPL.
i OBSERVATION OF THE CT[.. THE PROOFROLLING PROCESS SHALL CONSIST OF DOUR COMPLETE PASSES OF THE PARKING AREAS 20 MAX. 50 14. PIPE LENGTHS SHOWN ON THE PLAN EXTEND CENTER -TO -'CENTER OF DRAINAGE STRUCTURES; THEREFORE, ALL PIPES LI]VGTHS AND SLOPES ARE APPROXIMATE.
EXPOSED AREAS WITH TWO OF THE PASSES PERFORMED PERPENDICULARLY TO THE PRECEDING ONES. HIGHLY MAX
N 1 T TH
ID LIMIT RAT �R N 50 PER PLASTICITY L D CES GREA ER AN 20
MH_6 PLASTIC SOILS BEi LIQU s G E > THA CENT AND 15. DRAINAGE STRUCTURE SYMBOLS SHOWN ON THE PLAN ARE SYMBOLIC AND DO NOT REPRE�NT THE ACTUAL SIZE OF THE STRUCTURE. PIPE MFJISLJREMENTS ARE TO THE
PERCENT SHALL BE REMOVED AND REPLACED WHERE PRESENT WITHIN 3 FEET OF THE FINAL SUBGRADE STRUCTURAL FILL SHALL BE PLACED IN LOOSE LIFTS NOT EXCEEDING 8 INCHES 1N
ELEVATION. SOFT CLAYS WERE ENCOUNTERED NEAR THE EXISTING GROUND SURFACE IN BORING B-1. LOW CENTER OF THE DRAINAGE STRUCTURE AND TO THE END LIP OF THE FLARED END SECTION.
THICKNESS AND COMPACTED TO AT LEAST 95 PERCENT OF THE STANDARD
CONSISTENCY SOILS SHALL BE REMOVED AND REPLACED WITH COMPACTED STRUCTURAL FILL WHERE THICKNESS
UNDERGROUND UTILITY LINES SHALL BE IIESTALLM IN ACCORDANCE WITH THE FOLLOWING STANDARDS IN ADDITION TO OTHER APPLICABLE CRITERIA AND SPECIFICATION&
E
,i
ENCOUNTERED. PROCTOR MAXIMUM DRY DENSITY (ASTM D b98) AT A MOISTURE CONTENT WITHIN 2 PERCENT BELOW TO 2 PERCENT ABOVE THE OPTIMUM. THE UPPER 12 INCHES A NO MORE THAN 500 LF OF TRENCH MAY BE OPENED AT ONE TIME.
AFTER THE PROOFROLLING OPERATION HAS BEEN COMPLETED AND THE SUBGRADE IS DETERMINED TO BE STABLE, SHALL BE COMPACTED TO AT LEAST 96 PERCENT_ B. EXCAVATED MATERIAL SHALL BE PLACED ON THE UPHILL SIDE OF TRENCHES.
SITE GRADING SHALL PROCEED IMMEDIATELY. THE PROOFROLLING OPERATION SHALL BE REPEATED WITH AT THIS SITE SUBSURFACE PREPARATION DOES NOT CONSTITUTE. A COMPLETE SITE C EFFLUENT FROM DE-WA1ERNG OPERATIONS SHALL BE FILTERED OR PASSED THROUGH AN APPROVED SEDIMENT TRAPPING DVICE, OR BOTH, AND DISCHARGED IN A
LEAST ONE PASS IN EACH DIRECTION IMMEDIATELY PRIOR TO PLACING AGGREGATE BASE COURSE IN THE FLOOR WORK SPECIFICATION. IN CASE OF CONFLICT, INFORMATION COVERED IN THIS MANNER THAT DOES NOT VIOLATE EROSION AND $LDIII�IT CONTROL LAW OR ADVERSELY AFFECT FLOWING STREAMS OR OFF -SETS PROPERTY.
SLAB AREA. PREPARATION SHALL TAKE PRECEDENCE OVER THE OWNER SPECIFICATIONS D. MATERIAL USED FOR BACKFIWNG TRENCHES SHALL BE COMPACTED PER THE SPECIFICATIONS.
REFER TO THE SPECIFICATIONS FOR SPECIFIC INFORMATION NOT COVEREDIN THIS E. APPLICABLE SAFETY REGULATIONS SHALL BE FOLLOWED, AND ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO IMPLEMENT
11 �l �
ON-SITESOILS ARE NOT SUITABLE FOR RE -USE AS STRUCTURAL FILL- STRUCTURAL FILL MATERIAL SHALL CONTAIN
LESS THAN 31/16ORGANICS AND BE FREE OF OTHER DELETERIOUS MATERIAL, HAVE A STANDARD PROCTOR MAXIMUM
PREPARATION. THIS INFORMATION WAS TAKEN FROM THE GEOTECHNICAL
17.
REFER TO THE STORM SEWER TRENCH AND ON THE
�_'
ENGINEERING REPORT DATED JULY 27, 2012 (GEOTECHNICAL ENGINEERING
BEDDING DETAIL DETAIL SHEETS.
<-
DRY DENSITY OF AT LEAST 100 POUNDS PER CUBIC FOOT, AND SHALL MEET THE FOLLOWING REQUIREMENTS:
REPORT IS FOR INFORMATION ONLY AND IS NOT A CONSTRUCTION
N
SPEC►FICATION)_ 18.
ROOF LEADERS SHALL BE LED INTO THE PROJECT'S STORM DRAINAGE SYSTEM AS SHOWN. CONNECTION OF THE ROOT DRAIN LEADERS TO THE STORM DRAIN SYSTEM
C`ILM&T
L
H RESPECT T FINAL GRADE P I PL.
RESULT IN A WATERTIGHT CONNECTION. CONTRACTOR SHALL COORDINATE ROOF DRAIN GRADES AND LOCATIONS WITH THE ARCHITECTURAL PLANS AND THE BUILDING
BUILDING AREA 20 MAX. so MAX.
CSHALL ONTRACTOR
k
STRUCTURAL FILL SHALL BE PLACED IN LOOSE LIFTS NOT EXCEEDING 8 INCHES IN THICKNESS AND COMPACTED 70
Entail Address for Geotechnical Engineer: abrnwninR&meinc.eortt
19.
THIS PLAN DETAILS PIPES UP TO 5 FT FROM THE BUILDING FACE REFER TO ARCHITECTURAL DRAWINGS FOR BUILDING CONNECTIONS. CONTRACTOR SHALL SUPPLY AND
AT LEAS`)' 95 PERCENT OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY (ASTM D 698) AT A MOISTURE CONTENT
INSTALL PIPE ADAPTERS AS NECESSARY.
t
WITHIN 2 PERCENT BELOW TO 2 PERCENT ABOVE THE OPTIMUM, THE UPPER ! 21NCHES SHALL BE COMPACTED TO AT
t 1
LEAST 98 PERCENT.
20.
COORDINATE ALL GRADING AND DRAINAGE WORK WITHIN THE DEPARTMENT OF TRANSPORTATION'S (DOT) RIGHT-OF-WAY WITH THEE FIELD INSPECTOR. ALL WORK SHALE. BE
'
THE FOUNDATION SYSTEM SHALL BE ISOLATED SPREAD FOOTINGS AT COLUMNS AND CONTINUOUS SPREAD
PERFORMED IN COMPLIANCE WITH ALL DOT PERMITS AND SPECK PROVISIONS ISSUED BY THE DOT.
I
FOOTINGS AT WALLS DESIGNED FOR AN ALLOWABLE BEARING PRESSURE OF 2,500 POUNDS PER SQUARE FOOT. LOW
21.
ALL STORM DRAINAGE WITHIN THE BE
CONSISTENCY SOILS WERE ENCOUNTERED AT THE ANTICIPATED FOUNDATION BEARING ELEVATION IN BORING B-I.
DOT RIGHT-OF-WAY SHALT. INSTALLED IN CONFORMANCE WITH THE LATEST EDITION OF DOT'S STANDARD SPECIFICATIONS.
i
LOW CONSISTENCY SOILS, WHERE ENCOUNTERED WITHIN THREE FEE BENEATH FOUNDATION SUBGRADES, SHALL BE
UNDERCUT AND REPLACED WITH LEAN CONCRETE
22,
SUBSURFACE DRAINAGE FACILITIES MAY BE REQUIRED IN THE DOT RIGHT-OF-WAY IF DEEMED NECESSARY BY THEIR INSPECTOR.
i
i 1
THIS FOUNDATION SUBSURFACE PREPARATION DOES NOT CONSTITUTE A COMPLETE SITE WORK SPECIFICATION. IN
23.
PIPES SHALE. BE CLASS III RCP, UNLESS COVER OVER THE PIPE EXCEEDS THE DEPTHS SHORAN IN THE "FILL HEIGHT TABLE FOR RIM PIPE' SHOWN. IF THE 00VER OVER THE
I ,
CASE OF CONFLICT, €NFORMATION COVERED IN THIS PREPARATION SHALL "FAKE PRECEDENCE OVER THE OWNER
RCP PIPE INSTALLATIONS EXCEED THE DEPTHS SHOWN IN 11E TABLE, THEN THE PIPE SHALL BE CLASS IV OR CLASS V. PER THE TABLE IF SPECIAL 13E51GNS ARE
SPECIFICATIONS. REFER
REQUIRED, CONTRACTOR SHALL SUBMIT SIGNED AND SEALED ENGINEERED DESIGNS PROVIDED BY THE VENDOR ALONG WITH THE REQUIRED SHOP DRAWINGS.
1
TO THE SPECIFICATIONS FOR SPECIFIC INFORMATION NOT COVERED IN THIS PREPARATION. THIS INFORMATION WAS
!
TAKEN FROM A GEOTECHNICAL ENGINEERING REPORT PREPARED BY S&ME, INC., DATED JULY 27, 2012
24.
FOR STRUCTURES INDICATED AS DOUBLE , THECONSTRUCT CONTRACTOR SHALL TWO DRAINAGE STRUCTURES AT THESE LOCATIONS WITH A PIECE O PIPE AT LEAST THE
(GEOTECHNICAL ENGINEERING REPORT IS FOR INFORMATION ONLY AND IS NOT A CONSTRUCTION SPECIFICATION),
SIZE OF THE DOWNSTREAM PIPE AND A MINIMUM 12' LONG (IF SECOND STRUCTURE IS N T IN LINE WITH REM
i
1
1
1
�
1
i
'�TREEi
i
i IT WAS PREPARED,
REUSE OF AND IMPROPER RELIANCE THI
DOCUMENT WITHOUT WRITTEN
AU-THORIZATION AND ADAPTATia
a-,_4
n�'li
'�',�','�;.il-' i ��
' � �. q' .i'1
1•,�ir a ,1 >iT if sJ
.i
J�� (1 I
� ! I'll yk { )�• � I � ,/ '
.I . I1,
,�.. r�'.. T ,. �....., .... , ., .. .. .. .. �
... ., .,, .'I. I,S .n l:.15
...���•�11 �r 1. _i. {,Y L*.L ,w ./.kl Ff:S1-
0 THE ANDER OF THE SYSTEM USE A MINIMUM 18" DIAMETER
PIPE BETWEEN BOXES) (SEE 'CB" AND "DI" DEFINITIONS FOR OTHER SPECIFICATIONS).
25 MAXIMUM GRATE OPENING SZE SHALL 13E 1.125".
26. ALL STRUCTURES AND GRATES SHALL BE TRAFFIC BEARING AND RATED HEAVY DUTY, UNLESS LOCATED OUTSIDE OF A PAVED AREA. REFER TO TH£ SITEWORK
SPECIFICATIONS FOR OTHER REQUIREMENTS OF DRAINAGE STRUCTURES.
SPECIAL OBSERVATION AND AS -BUILT REQUIREMENTS
I. CONTRACTOR SHALL OBTAIN A NORTH CAROLINA LICENSED LM SURVEYOR TO PREPARE A SIGNED AND SEALED TOPOGRAPHICAL AS -BUILT SURVEY OF ALL
THE STO RMWATER MANAGEMENT BEST MANAGEMENT PRACTICES (BMPS) (EQ WET DETENTION PONDS, BIOREIENTION AREAS, GRASSED SWALES, ETC... AND ALL
ASSOCIATED APPURTENANCES) AND STORM SEWER PIPES AND STRUCTURES.
1 AS -BAT SURVEY SHALL INCLUDE THE GRADS. CONTOURS, AND DEPTHS FOR EACH FACILITY TO A LEVEL OF DETAIL AT LEAST OF THE DESIGN DRAWINGS,
INCLUDING 1/2 FOOT CONTOURS IF SHOWN.
3. AS -BUILT SURVEY SHALL INCLUDE THE ELEVATIONS AND DI 60NS OF ALL OUTLET STRUCTURES, INCLUDING: PIPE AND ORIFICE INVERTS AND DIAMETERS,
WEIR ELEVATIONS AND DIMI]NSIQNS, RISER DIMENSIONS AND I.EiIAT#ONS, EMERGENCY SPILLWAY DIMENSONS AND [1J;VAiIONS, LOCATIONS AND INVERTS FOR ALL
PIPES DISCHARGING INTO THE POND.
AS -BUILT SURVEY SHALL HAVE THE ACTUAL VOLUMES PROM IN THE SAME FORMAT AS SHOWN IN THE DESIGN TABLES.
CONTRACTOR SHALL HAVE THE BMPS AND PIPES AS -BUILT SURVEY® PRIOR TO A PERMANENT WATER LEVEL DEVELOPING IN THE BMPS AND PRIOR TO ANY
REQUIRED PLANTINGS BEING INSTALLED. IF A PERMANENT PDOL IS ALLOWED TO DEVELOP, CONTRACTOR SHALL TAKE ALL NECESSARY ACTIONS TO PROVIDE AN
ACCURATE SURVEY. IF PLANTINGS ARE INSTALL® PRIOR X SURVEY, CONTRACTOR SHALL REMOVE AND REPLACE ANY PLANTINGS NEEDED M PROVIDE AN
ACCURATE SURVEY.
CONTRACTOR SHALL HAVE A NORTH CAROLINA LICENSED SURVEYOR PREPARE A SIGNED AND SETTLED TOPOGRAPHICAL AS -BUST SURVEY OF ALL ADA PARKING
AREAS, ADA ROUTES TO THE VESTIBULES, AND ALL SDEWALKS ON -SITE. SURVEY SHALL BE ACCURATE ENOUGH TO SHOW THAT THE ADA AREAS HAVE MEN
CONSTRUCTED PER THE PLANS AND SLOPES SHAH BE LAOM ON THE SURVEY.
ALL AS-BUILTS SURVEYS SHALL BE SUBMITTED TO THE CEC IN AUTOCAD, Imo, AND HARD COPY FORMAT FOR REVIEW AT LEAST 4 WEEKS PRIOR TO
POSSESSION.
GRAPHIC SCALE
40 0 20 40 so
( IN FEET )
I inch = 40 ft.
ROCK NOTE GROUNDWATER NOTE
THE PRESENCE OF ROCK (AS DEFINED IN THE SITEWIORK THE PRESOXE OF GROUNDWATER SHOULD BE ANTICIPATED Know what's below.
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. Call before you dig.
ADDRESSING THIS ITEM.
ASSOCIATES, INC. SHALL BE YIMTH(AUT LIABILITY TO KIMLEY--HORN ARID ASSOCIATES, INC.
i
cmmn
Kimley-Horn
and Associates, Inc
NC LICENSE /F-Of
2000 SOI'CH BOIILEVAREI A
CHARLOTTE, NORTH CAROLNA 28203
PHONE [phone]
FAx: {704j 333-0845
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DESIGNED BY:
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CHECKED BY:
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DATE:
8/9/2012
PROJECTp, 015476207
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INLET INTO POND i r 125 I
JEJ CHAIN LINK FENCE AND GATE
SEE SITE DETAILS
1
12" THICK CLASS B RIP -RAP
3:1 SLOPE ON BANKS
.,. ...,� „ L'.I�_ - - ... .: ..., ... � '.._..i'.._ _ _-•_•iLY11'1`LIS [l. ItiS 1.. �'iL :v Lt.li... __._ _ _ _ ..
6 7 8 9 10 11 12
OUTLET JSTRUCTUVE_STFRUCTURE ANTIFLOATATION BOTTOM UPSTREAM INV DOWNSTREAM INV DIAMETER OF LENGTH OF SLOPE OF ORIFICE ORIFICE WEIR WEIR TOP OF TOTAL HEIGHT _
STRUCTURE WIDTH LENGTH DEVICE DIMS. ELEVATION OF OUTLET OF OUTLET OUTLET PIPE OUTLET OUTLET INVERT SIZE INVERT DIMS STRUCTURE OF PRECAST _
LOCATION (FT) (FT) (FT) (FT) PIPE (FT) PIPE (FT) (IN) PIPE (FT) PIPE (o/a) ELEV. (FT) (FT) ELEV. (FT) (FT) (FT) STRUCTURE (FT)`
WET Kimley-Horn
DETENTION 4 4 4' W x 4' L x 4' D 121.00 121.00 120.90 15 16 0.63% 122.00 1.5" DIAMETER 122.70 48" L x 48" W 122.70 12.75
and Associates, Inc
POND #1
TOTAL HEIGHT OF PRECAST STRUCTURE IS DISTANCE FROM TOP TO BOTTOM PLUS DEPTH FOR ANTIFLOATATION. NC 0 SOUTENSEH
/F-01oz
... (..-. SUIT SOUTH BOULEVARD A
_ 51_
- ........ ._.... _. _.. _. _.. SUITE 440
PERMANENT POOL ELEVJ22 00 i
3:1 SLOPE ON BANK I
ST-ST-ST�ST -*t _ - - ®-
�Clv
1 GRAPHIC SCALE
123---
----123------------------------ - - - - - - - - --- -�
/ ,L
12
xx 'Y \
20 0 10 20 40
-----------------------------------121 \
LVO �`n• s
�\
1
ey /� 120
( IN FEET )
'C4 1119 1 1
-00
1 inch = 20 It.
1181
117 I
t I 2+ 0
3+4 3+12
1 0 116 11 1
I
rr
�
1 1 117 I I 118 CONTROL STRUCTURE WITH 15 OUTLET
I ) -� I
119 PIPE AND 15' LONG CLASS B STONE RIP
1 120 121 7
1 118 RAP APRON 2' THICK (SEE DETAIL SHEET)
______'
1 1120 r - - - - - - - - - - - - - - EMERGENCY SPILLWAY SHALL CONSIST OF
\� 121 v�s4 122 COMPACTED BACKFILL WITH A 2' THICK LAYER OF
_-_--t22123-- --- ------------------------------- 123--- - -� (CLASS B RIP RAP ON NON -WOVEN FABRIC
NON 151111�u, r 7z \ '7� 1 ELEV=123.10
J^�)} t Yxlf 1
BOTTOM OF FOREBAY
ELEV=118.00
FOREBAY SPILLWAY (LINE WITH MIN. 15"
CLASS B RIP RAP ON FILTER FABRIC)
- SEE TRENCH DETAILS THIS SHEET
122
�
J DETAIL-1 FROM CONTROL STRUCTURE (145)
_
122-__�__�_--------
.7.
��--'�
DETAIL-2 FROM 14.5' TO FLARED END SECTION
1
1
6" DUCTILE IRON
MAINTENANCE DRAINAGE
BOTTOM OF POND \ �C
1
12" THICK CLASS B RIP -RAP
PIPE AND 6" GATE
VALVE
ELEV=116.00 1
�, l
INV IN=118.0
PLAN
11
11
1 OUTFACE ELEVATION 120.9
INV OUT=117.85
POND
SEDIMENT CLEANOUT
HORIZONTAL SCALE: 1" = 20'
ELEV=117.00
SEE GRADING PLAN
rnD rnMTlwlennhi
WET BOTTOM SIDE PERMANENT PERMANENT TOP OF SIDE SLOPES SHELF SHELF TEMPORARY TEMPORARY REQUIRED 1-YR
----------
10-YR
100-YR
TOP OF
SPILLWAY TOP OF
POOL POOL FOREBAY OF SHELF ENDING BEGINNING POOL POOL POND VOLUME' HWL
HWL
HWL
STRUCTURE
ELEVATION BERM
DETENTION ELEVATION SLOPES
BERM (FT) (H:V) ELEVATION (FT) ELEVATION (FT) ELEVATION (FT) VOLUME (CF) 2 (CF) (FT)
(FT)
(FT)
(FT)
(FT) (FT)
POND NO. (FT) (H:V) ELEVATION (FT) VOLUME(CF)'
122.00 10:1 121.50 122.50 122.50 27,379 22,124 122.74
123.02
123.28
122.70
123.10 124.00
1 117.00 3:1 1 122.00 227124
POOL VOLUME IS THE AS -BUILT REQUIRED VOLUME TO SATISFY TOWN PERMIT REQUIREMENTS. THIS IS THE VOLUME REQUIRED UNDER THE PERMANENT POOL ELEVATION.
1 - THE PERMANENT
POOL VOLUME IS THE AS -BUILT REQUIRED VOLUME TO SATISFY TOWN PERMIT REQUIREMENTS. THIS IS THE VOLUME REQUIRED BETWEEN THE PERMANENT POOL AND TEMPORARY POOL ELEVATIONS.
_
2 THE TEMPORARY
ED E TO SATISFY TOWN PERMIT REQUIREMENTS. THIS IS THE VOLUME THAT IS REQUIRED BELOW THE TOP OF THE BERM ELEVATION AND THE BOTTOM OF THE POND.
POND VOLUME IS THE AS -BUILT REQUIRED VOLUME
3 -THE REQUIRED TOl 1 CTOI n" IDC AAnnIrl! CTIrIM AT TI-IF cnNTRACTOR'S FXPFNSF ADDITIONAL SEEDING AND VEGETATION ESTABLISHMENT WILL ALSO BE
I -AIL
ATT
UKt IV AUFIICVC IPTCOC VULUIVICO VVILL n�OUu
HE CONTRACTOR'S EXPENSE. _
SEE SITE DETAIL SHEET FOR
GATE AND FENCE DESIGN SEE SITE DETAIL SHEET FOR
X - - - -- GATE AND FENCE DESIGN
TOP OF BANK TOP OF 5' WIDE BERM f
ELEVATION = 124.00 APPROXIMATE EXISTING GRADE SLOPES REPRESENT ELEVATION = 124.00 K
APPROXIMATE MAXIMUM SLOPES.
PROPOSED GRADE TOP OF WEIR AS -BUILT REQUIRED
124 ELEVATION = 122.00 PRIOR TO PLANTING \�
------ (TYP.)
t SHELF SLOPE10:1 -,-------__- ----- �j`
SHELF SLOPE 10:1�
/ \f
FOREBAY FOREBAY BERM SHALL CONSIST OF /\ 1
POND EMBANKMEN r FILL MATERIAL (SEE
GENERAL NOTES EMBANKMENT FILL
MATERIAL)
124
\J COMPACTED BACKFILL WITH A 2' THICK SHWT I�
120 PERMANENT POOL � \I LAYER NON-WOVENFCLASS B RIP RAP ON ELEVATION = 121.50 M �j j 120
ELEVATION = 122.00 / s / // f
A; /\/ t/ PERMANENT POOL a
SHWi ~ �� m ELEVATION = 122.00
ELEVATION = 121.50 \"' POND TEMPORARY POOL ~ \
jj % \ �\ 1
ELEVATION = 122.50
CONTRACTOR SHALL ~�f j /\ f�/\\, \ / 12"FILL
THICK LOW PERMEABILITY STRUCTURAL
! / \ \ / 1J j FILL IS REQUIRED. FILL SHALL CONSIST OF
UTILIZE NATIVE MATERIAL
`,•,, \f .� f�\ "\ �\ j >`1� SOILS WITH A USCS CLASSIFICATION OF ML,
FOR BACKFILL /; \� MH CL OR CH AND HAVE A PERMEABILITY
�� 1f OF NO MORE THAN IX10-5 CMS.
116 BOTTOM OF FOREBAY /� 116
- ELEVATION=_118.00 �
6" DUCTILE IRON MAINTENANCE
DRAINAGE PIPE WITH 6" GATE VALVE BOTTOM OF POND
ELEVATION = 11,6'00 114
114
O O N O O
10 . O Cy
N N n 04 6 N
0+00 1+00 POND SECTION "A11 2+00 3+00
HORIZONTAL SCALE: 1" = 20'
VERTICAL SCALE: 1" = 2'
NOTES:
1.
USE SMOOTH BUCKET (WITHOUT TEETH) TO EXCAVATE PIPE
TRENCH TO SHOWN DIMENSIONS.
2.
REMOVE ALL SOILS LOOSENED BY EXCAVATION FROM THE BOTTOM
OF THE TRENCH.
3.
PLACE 6 INCH THICK MUD MAT (1,500 PSI) PCC WITH ROUGHENED
SURFACE TO PROMOTE BONDING WITH THE SUCCEEDING LAYER OF
LEAN CONCRETE.
4.
ELEVATE 4- AND PLACE WATER TIGHT RCP PIPE, DIAMETER AS
SPECIFIED IN DETAILS.
1'L
4•-
5.
CLEAN TOP OF MUD MAT OF ANY LOOSE SOIL, MUD, OR DEBRIS.
1.5'
PLACE AND CONSOLIDATE LEAN PCC FILL 1,500 PSI TO SPRING
LINE OF RCP.
6.
PLACE AND COMPACT SELECT FILL IN ACCORDANCE WITH THE
SPECIFICATIONS AS STRUCTURAL FILL
1,500 PSI LEAN
7.
REFER TO POND BERM AND OUTFALL PIPE DETAIL FOR THE
PCC FILL
LOCATIONS OF THIS TYPE OF TRENCH.
MUD MA'
12 4' J 1 `
1.5'
COMPACTED FILL
6-
�A
ELEVATE ROP TO PROVIDE MINIMUM 4-
CLEARANCE TO ALLOW FOR CONCRETE FILL
TO FLOW UNDER RCP
EXPOSED SUBGRADE
OUTFALL PIPE TRENCH DETAIL - 1
N.T.S.
TOP OF GRADE
PLACE AND COMPACT FILL
AS NOTED IN
SPECIFICATIONS .78M WASHED STONE (PLACED TO THE
NOTES:
TOP OF THE NEW RCP)
1. DAYLIGHT STONE
NON -WOVEN GEOTEXTILE FABRIC, MIRAFI 14ON
�y'
AROUND FLARED END
OR EQUIVALENT, LAP SPUCE 18" MIN.
SECTION TO DISCHARGE
INTO LEVEL SPREADER 6- MIN.
2. REFER TO POND BERM
AND OUTFALL PIPE
DETAIL FOR THE 12- MIN (TYP)
LOCATIONS OF THIS
TYPE OF TRENCH.
OUTFALL PIPE
N.T.S.
6 INCH MIN. NCDOT
78M WASHED STONE
TRENCH DETAIL - 2
WET POND CONVERSION NOTES:
LINE TABLE
LINE
LENGTH
BEARING
L4
14.00
N28'24'01.15"E
L3
154.61
N61'36'00.62"W
1_2
34.00
S28'24'01.15"W
L1
154.61
S61'35'58.85"E
L8
33.68
N67'33'51.01"W
L6
33.68
N55'38'06.81"W
L5
19.50
N61'35'41.36"W
L7
19.50
S61'35'58.85"E
1. SEE EROSION CONTROL PLANS WHICH HAVE BEEN REVIEWED BY NCDENR
FOR EROSION CONTROL MEASURES.
2. CONTRACTOR TO CLEAN OUT AND REGRADE SEDIMENT BASIN PRIOR TO
CONVERTING IT TO A WET DETENTION POND. POND DAM TO BE
RECONSTRUCTED AND CERTIFIED BY GEOTECHNICAL ENGINEER.
3. CONTRACTOR TO INSTALL PERMANENT WEIR/ORIFICE WINDOWS AS SHOWN
ON THE CONTROL STRUCTURE DETAIL
4. PRIOR TO FINAL ACCEPTANCE, THE WET DETENTION POND SHALL HAVE
WATER PRESENT IN THE BASIN UP TO THE PERMANENT POND ELEVATION.
5. COORDINATE WITH EROSION CONTROL INSPECTOR PRIOT TO REMOVAL OF
EROSION CONTROL MEASURES.
6. PORTABLE, DIESEL -POWERED PUMP (GODWIN CD150M DRI-PRIME OR
APPROVED EQUAL) SHALL BE KEPT AVAILABLE FOR EMERGENCY POND
DRAINAGE.
THESE PLANS ARE FOR THE
CONSTRUCTION OF THE WET DETENTION
POND AND IT'S RESPECTIVE DEVICES
ONLY. THE POND DEVICES INCLUDE THE
CONTROL STRUCTURE, OUTFALL PIPE
AND RIP RAP APRONS.
tra"h rack
mmufactured by
PIa I. Sdutions Inc.
O 540-722-4694
TO ATTACH TRASH RACK TO
PogR DRILL HOLES INTO
TOP OF RISER AND SECURE WITH
O.V X 2.75' STAINLESS STEEL
ANCHOR BOLTS BOLTS ARE
SUPPLED BY MANUFACTURER
CRETE RISER
22.5'
Curve Table
22.5'
Curve Table
CURVE
RADIUS
LENGTH
CHORD BEARING
CHORD
DELTA
TANGENT
C3
16.50'
25.92'
N16'35'59"W
23.33'
90'00'00"
16.50'
C2
10.00'
15.71'
S73.23'56"W
14,14'
90'00'00"
10.00'
C1
10.00'
15.71'
S16'35'59"E
14.14'
90'00'00"
10.00'
C4
16.50'
25.92'
j N73'24'01 "E
1 23.33'
1 90-00'00"
16.50'
PERMANENT POOL LINE AND ARC DIMENSIONS
N.T.S.
WATER QUALITY ORIFICE CONFIGURATION
Elev. A -A Elev. B-B
NOTE CUSTOM SIZES AVAILABLE UPON REOIEST. TO
is B 70 1 2 PROVIDE CUSTOMIZED
2'XS ACCES HATCH
Im th code B
part code- PR + WWth code +length Cade
I. PR1213)
PLASTIC. P.O 4 Box
4 Road
/ \SOLUTIONS P.O. est VA 2
PEAKED ROOF TRASH RACK Winchasta VA 22604
INC. 540-722-4694
A 70 1 2
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www.plostic-solution.com
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Trash Rack Assembly
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CHARLOTTE, NORTH CAROUNA 28203
PHONE [phone]
FAX: [phone]
© 2012
•�N CARO
O�-' FEss16'•.�2
�• •. GIN
PERMIT SET
NOT FOR CONSTRUCTION
�
A 70 1 2
eHdN cods
C 24
www.plostic-solution.com
A
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Trash Rack Assembly
CD
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CHARLOTTE, NORTH CAROUNA 28203
PHONE [phone]
FAX: [phone]
© 2012
•�N CARO
O�-' FEss16'•.�2
�• •. GIN
PERMIT SET
NOT FOR CONSTRUCTION
�
www.plostic-solution.com
A
I TOD View
Trash Rack Assembly
CD
A
CHARLOTTE, NORTH CAROUNA 28203
PHONE [phone]
FAX: [phone]
© 2012
•�N CARO
O�-' FEss16'•.�2
�• •. GIN
PERMIT SET
NOT FOR CONSTRUCTION
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CHECKED
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I
DATE:
8/10/2012
PROJECTjf.
015476207
Know what's below. C-07
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1RUB5
CODE
QTY
COMMON NAME
BOTANICAL NAME
CONT
REMARK5
AA
38
Brilliant Red Chokeberry/Red Chokeberry
Aroma arbutifolia 'Brillonti55Ema'
3 gal@ 4' oc
FULL
WAYNESBORO NUR5ERfE5
Po pox 987
WAYNESBORO, VA 22960
(600) 8G8-8G7G
(D
CA
35
5ummer5Weet Clethra
Clethra alnifolia
3 gal@ 4' oc
FULL
0
IG
35
Inkberry
Ilex glabra '5hamrock'
3 gal@ 4' oc
FULL
,,OUND COVENS
CODE
QTY
COMMON NAME
BOTANICAL NAME
CONT
PLANTING
5EA50N
EO
Centipede Sod
Eremochloa ophiuroide5
APRIL I - JULY 15
CHARLE5TON AQUATIC NURSERIES
Y i
3905 CANAL BRIDGE ROAD
JOHN'S ISLAND, 5C 29G55
(843) 559-3 151
113
3G4
Blue Flag Iris
Ins virgirnca
flat @ 18" oc
APRIL I - JULY 15
5 1
JP
339
Soft Rush
Juncu5 efFu5u5 pylaei
flat @ 18" oc
APRIL I - JULY 15
=_
5L
363
Duck Potato
5agittana lanafolia
flat @ 1 8" oc
APRIL I - JULY 15
)TE TO CONTRACTOR: IF GRAPHIC REPRESENTATION OF PLANTINGS ON PLANS DOES NOT MATCH QUANTITIES IN PLANT LIST, GRAPHIC
:PRESENTATION OF PLANTINGS ON PLANS WILL GOVERN.
UANTITY
'x TWO LETTER KEY TYPICAL
ALLOW LAND PLANTING REQUIREMENTS:
PLANT SHELF REQUIRES 8 SHRUBS PER 200 SQUARE FEET.
1,911 SQUARE FEET 1200 SQUARE FEET X 8 = 96 TOTAL SHRUBS
PLANTING PROVIDED: 108 SHRUBS
ALLOW WATER PLANTING REQUIREMENTS:
PLANT SHELF REQUIRES 50 HERBACEOUS PLANTS (4" POT)
PER 200 SQUARE FEET.
2,156 SQUARE FEET 1200 SQUARE FEET X 50 = 539 TOTAL HERBACEOUS PLANTS
PLANTING PROVIDED: 1,066 HERBACEOUS PLANTS
I STORMWATER POND CROSS SECTIONS AND DETAILS
SHEETS C-04
WETLANDS GRADING & PLANTING NOTES:
TAKEN FROM THE UPDATED DRAFT MANUAL OF STORMWATER BEST MANAGEMENT PRACTICES
1, ADEQUATE ACCESS MUST BE AVAILABLE FOR INSPECTIONS, MAINTENANCE, AND
EQUIPMENT.
2. ALL MAINTENANCE ACTIVITIES SHOULD BE RECORDED. NOTES SHOULD INCLUDE
THE DATES AND TYPES OF WORK PERFORMED AS WELL AS WHO PERFORMED
THE WORK.
3. DEVELOPMENTAL PHASE MAINTENANCE EXTENDS THROUGH 2 TO 5 GROWING
SEASONS.
4. AT MATURITY, 50% OF THE INSTALLATION MUST STILL BE GROWING AND
HEALTHY.
5. INFERTILE SOILS SHOULD BE AMENDED BEFORE INSTALLATION AND THEN
FERTILIZED PERIODICALLY THEREAFTER.
6. ACCEPTABLE FERTILIZERS CAN BE: MINERAL, ORGANIC (MANURE), COMPOST OR
GREEN CROPS.
7. SAPLINGS OF TALL TREES PLANTED IN OR NEAR THE BASIN MAY REQUIRE
STAKING. CARE SHOULD BE TAKEN NOT TO DAMAGE THE ROOTS OF THE TREES
WHILE STAKING. THE STAKES SHOULD BE KEPT IN PLACE. FOR 6 TO 18 MONTHS.
8. WEEDING IS OFTEN NECESSARY IN THE FIRST GROWING SEASON, PARTICULARLY
IF HERBACEOUS GRASSES AERATE -COMPETING THE YOUNG WOODY
VEGETATION GROWTH. GRASS SHOULD BE REMOVED TO ABOUT 6" ON ALL SIDES
OF THE SOIL BIOENGINEERING ELEMENT. THE NEED FCR WEEDING MAY
BELARGELY ELIMINATED BY MINIMIZING THE AMOUNT OF SEED USED FOR
TEMPORARY EROSION CONTROL.
9. SOILS SHOULD BE LOOSENED TO A DEPTH OF 6". HARD SOILS MAY REQUIRE
DISKING.
10. WHENEVER POSSIBLE, TOPSOIL SHOULD BE SPREAD TO A DEPTH OF 4-10+' AND
LIGHTLY COMPACTED TO A MINIMUM THICKNESS OF 6".
11. THE OPTIMAL PERIOD FOR TRANSPLANTING EXTENDS FROM EARLY APRIL TO
MID-JUNE SO THAT THE WETLAND PLANTS WILL HAVE A FULL GROWING SEASON
TO BUILD THE ROOT RESERVES NEEDED TO SURVIVE THE WINTER.
12. POST -NURSERY CARE OF WETLAND PLANTS IS VERY IMPORTANT IN THE
INTERVAL BETWEEN DELIVERY OF THE PLANTS AND THEIR INSTILLATION
BECAUSE THEY ARE PRONE TO DESICCATION. THE STOCK SHOULD BE
FREQUENTLY WATERED, FERTILIZED AND SHADED.
13. A WET HYDROSEED MIX OR OTHER METHOD SHOULD BE USED TO ESTABLISH
VEGETATIVE COVER IN THE WETLAND WITHIN 14 DAYS OF CONSTRUCTION. FOR
RAPID GERMINATION, SCARIFY THE SOIL TO A HALFANCH PRIOR TO
HYDROSEEDING.
14. IF THE WETLAND WAS USED DURING CONSTRUCTION AS A SEDIMENT BASIN OR
TRAP, THE BASIN MUST BE CLEANED OUT, GRADED, AND VEGETATED WITHIN 14
DAYS OF THE COMPLETION OF THE CONSTRUCTION, PROVIDED THAT THE
DRAINAGE AREA HAS BEEN COMPLETELY STABILIZED.
15. BECAUSE MOST STORMWATER WETLANDS ARE EXCAVATED TO DEEP SUBSOILS,
THEY OFTEN LACK THE NUTRIENTS AND ORGANIC MATTER NEEDED TO SUPPORT
VIGOROUS GROWTH OF PLANTS. AT THESE SITES, 12' OF TOPSOIL OR WETLAND
MULCH SHOULD BE ADDED TO ALL DEPTH ZONES IN THE WETLAND FROM 1 FOOT
BELOW THE NORMAL POOL TO 6" ABOVE. WETLAND MULCH IS DEFINED AS A
TECHNIQUE FOR ESTABLISHING MARSH AREAS BY SPREADING THE TOP 12" OF
WETLAND SOIL FROM A DONOR WETLAND OVER THE SURFACE OF A
CONSTRUCTED STORMWATER WETLAND AS A MULCH. THE MULCH IS BEST
COLLECTED AT THE END OF THE GROWING SEASON. AS AN ALTERNATE, TOPSOIL
CAN BE COLLECTED FROM THE SITE AND STOCKPILED DURING CONSTRUCTION.
16. THE WETLAND DRAIN SHOULD BE FULLY OPENED FOR NO MORE THAN 3 DAYS
PRIOR TO THE PLANTING DATE TO PRESERVE SOIL MOISTURE AND WORKABILITY.
17. SEE EROSION AND SEDIMENTATION CONTROL DETAIL SHEETS FOR DESIGN
INFORMATION FOR THE CONTROL STURCTURE, OUTFALL PIPE, AND RIPRAP
APRONS.
1`
1
1
1
1
PERMANENT POOL ELEVATION: 122
BOTTOM OF SHELF ELEVATION: 121.5 ---1
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ROCK NOTE
5' SHALLOW WATER PLANTS, TYP
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5' SHALLOW LAND PLANTS, TYP.
10' VEGETATED SHELF WITH DOU9LE HAMMERED MULCH 0 10:1
TYPICAL WET POND VEGETATED SHELF SECTION
N.T,S•
GRAPHIC SCALE
40 0 20 40 80
( IN FEET }
1 inch = 40 ft.
GROUNDWATER NOTE
THE PRESENCE OF ROCK (AS DEFINED IN THE SITEWORK THE PRESENCE (F 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.
TOP OF SHELF
ELEVATION: 122.5
Know whafs below.
Call before you dig.
=F1
Kimley-Horn
and Associates, Inc
NC LICENSE /F-0102
2000 SOUTH BOULEVARD
SUITE 440
CHARLOTTE. NORTH CAROLINA 28203
PHONE [phone]
FM- [phone]
® 2012
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