20140412 Ver 1_Site Plan_20150121

BLE
i- N G[ N L.' E R I N 4
800 West Hill Street, Suite 101, Charlotte, NC 28208
Transmittal
PROJECT: NCC138020 DATE: 1/20/2015
NCC138020 - Walmart Stores,
Inc. - WM- King, NC (King) -
#6789-00
SUBJECT: Project #14 -0412 (Full Plan Set) TRANSMITTAL ID: 00015
PURPOSE: For your review and comment VIA: Info Exchange
FROM
NAME
COMPANY
EMAIL
PHONE
Jonathan Woodard
800 West Hill Street,
ov
Suite 101
Bohler Engineering
jwoodard @bohlereng.com
980 - 272 -3400
Charlotte NC 28208
United States
TO
NAME
COMPANY
E10/\II_
PHONE
bev.strickland @ncdenr.g
bev.strickland @ncdenr.gov
ov
REMARKS: Bev,
Attached are the documents pertaining to Project #14 -0412 (King, NC
Walmart Supercenter). Boyd Devane requested that I send a PDF of the
plan set for your records.
The operation and maintenance agreement will follow as part of a separate
hard copy submittal once we receive the agreement signed by the property
owner. Please let me know if you have any questions.
Thank you,
Jon Woodard, EIT
HL R
1'.NG1 14'F:r.RIN("
Bohler Engineering, NC, PLLC
800 West Hill Street, Suite 101 1 Charlotte, NC 28208
P: 980 - 272 -3400 1 jwoodardkbohlereng com
Serving the East Coast
Visit our new website!
Confidentiality Note: This e -mail, and any attachment to it, contains confidential
information intended only for the use of the designated recipients, which
information may also be privileged. If the reader of this e -mail is not the intended
recipient, the document has been received in error and any use, review,
dissemination, distribution, disclosure or copying of this message is strictly
P>; r

Transmittal
DATE: 1/20/2015
TRANSMITTAL ID: 00015
prohibited. If you have received this e -mail in error, please notify the sender via
reply e -mail and immediately delete this e -mail from your system.
DESCRIPTION OF CONTENTS
QTY DATED TITLE NOTES
1 1/13/2015 Cover and Transmittal.pdf
1 1/13/2015 King SW Report 150113.pdf
1 1/12/2015 NCC138020 King, NC DC Set 150112.pdf
COPIES:
boyd.devane @ncdenr.gov
Page 2 of 2

B OHLER ENGINEERING
Professional Engineering Services
VIA: Federal Express
TO: NCDENR
Division of Water Resources
1617 Mail Service Center
Raleigh, NC 27669 -1617
(919) 807 -6360
800 West Hill Street, Charlotte, NC 28208
Telephone: [phone] Fax: [phone]
LETTER OF TRANSMITTAL
RE: Wal -Mart — King, NC
Store #6789 -00, SuperCenter
King, Stokes County, NC
Ingram Drive Site
ATTN: Karen Higgins DATE: January 13, 2015
JOB NO: NCC138020
WE ARE SENDING YOU ❑ Shop drawings ❑ Copy of letter ®Attached ❑ Prints ❑ Change order
COPIES JOB# DATE REVISION R_ EVISION SHEET NO. DESCRIPTION
DATE
2 NCC138020 1/13/15 Plan Sets
2 NCC138020 1113115 Stormwater Report
These Are Transmitted: 0 For approval [—]For your use ®As requested
❑ For review and comment ❑Approved as submitted ❑Approved as noted
❑ Returned for corrections
REMARKS:
Please forward these documents to Boyd Devane for review. If you have any questions or require additional
information, please do not hesitate to contact Kyle Crowe at this office at (980) 272 -3400.
COPY TO: SIGNED:
Andrew Moriarty, PE.
File

M
BOHLER
- -`� ENGINEERING NC, PLLC
January 13, 2015
Via: FedEx
NCDENR
Division of Water Resources
- - —) 6171ai1�erviee— Center-- - - - --
Raleigh, NC 27699 -1617
(919) 807 -6360
Attn: Ms. Karen Higgins
800 West Hill Street, Suite 101
Charlotte, NC 28208
PHONE [phone]
FAX [phone]
Re: Proposed Wal -Mart SuperCenter
Stokes County
King, NC
BE #NCC138020
Dear Ms. Higgins,
With regard to the above - referenced project, we are submitting the following for review by NCDENR. We have been
permitting through Boyd Devane who requested that we send this submittal through you so that you can forward the
documents to him due to his part time status. Attached for review are the following.
• Two (2) sets of plans
• Two (2) copies of the stormwater report
Please confirm that you do not need any additional information for review. Should you have any questions or require
additional information, please contact me at (980) 272 -3400.
enc.
cc: File
Sincerely,
BOHLER ENGINEERING, INC.
I_14--
Kyle J. Crowe, P.E.
CIVIL AND CONSULTING ENGINEERS • PROJECT MANAGERS • ENVIRONMENTAL CONSULTANTS • LANDSCAPE ARCHITECTS
www.BohlerEngineering.com

BOHLER
ENGINEERING NC, PLLC
January 13, 2015
Via: FedEx
NCDENR
Division of Water Resources
1617 Mail Service Center
Raleigh, NC 27699 -1617
(919) 807 -6360
Attn: Ms. Karen Higgins
800 West Hill Street, Suite 101
Charlotte, NC 28208
PHONE [phone]
FAX [phone]
Re: Proposed Wal -Mart SuperCenter
Stokes County
King, NC
BE #NCC138020
Dear Ms. Higgins,
With regard to the above - referenced project, we are submitting the following for review by NCDENR. We have been
permitting through Boyd Devane who requested that we send this submittal through you so that you can forward the
documents to him due to his part time status. Attached for review are the following.
• Two (2) sets of plans
• Two (2) copies of the stormwater report
Please confirm that you do not need any additional information for review. Should you have any questions or require
additional information, please contact me at (980) 272 -3400.
enc.
cc: File
Sincerely,
BOHLER ENGINEERING, INC.
14W
Kyle J. Crowe, P.E.
CIVIL AND CONSULTING ENGINEERS • PROJECT MANAGERS • ENVIRONMENTAL CONSULTANTS • LANDSCAPE ARCHITECTS
www.BohLerEngineering.com

REFERENCES
♦ BOUNDARY & TOPOGRAPHIC SURVEY:
"ALTA/ACSM LAND TITLE SURVEY FOR WAL -MART REAL
ESTATE BUSINESS TRUST, INGRAM DRIVE, CITY OF KING,
STOKES COUNTY, NORTH CAROLINA'
PREPARED BY BOHLER ENGINEERING NC PLLC
DATED: 12/11/13
GEOTECHNICAL INVESTIGATION REPORT:
"REVISED INITIAL GEOTECHNICAL EXPLORATION REPORT
♦ PROP. WALMART SUPERCENTER #6789"
PREPARED BY S &ME, INC.
S &ME PROJECT NO. 1051 -13 -348
DATED: 07/11/14
♦ ARCHITECTURE:
BUILDING ELEVATIONS PREPARED BY PERKOWITZ RUTH
ARCHITECTS
DATED: 11/21/14
♦ ENVIRONMENTAL SITE ASSESSMENT - PHASE I:
"DRAFT PHASE 1 ENVIRONMENTAL SITE ASSESSMENT PROP.
WALMART STORE #6789 -00"
PREPARED BY S &ME, INC.
S &ME PROJECT NO. 1051 -13 -348
DATED: 04/12/14
♦ WATER REPORT:
"WATER SUPPLY SITE SURVEY REPORT STORE: 6789
PREPARED BY RICK TERRELL
DATED: 12/03/14
AGENCIES
♦ CITY OF KING
229 SOUTH MAIN STREET
KING, NC 27021
CONTACT: TODD COX
(336) 944 -6888 (P)
♦ NCDENR
WINSTON -SALEM REGIONAL OFFICE
450 WEST HANES MILL ROAD
SUITE 300
WINSTON- SALEM, NC 27105
CONTACT: MATTHEW GANTT, PE
(336) 776 -9797 (P)
U l 11 1 1 l!lE.Sl"OVS11:11.1" - AI VT- 1\ FOR -T Ili l"I"O
UTILITY/ GOVERNING AGENCIES CONTRACTOR RESPONSIBILITY -
r.0NTArT
0
GAS
♦ PIEDMONT NATURAL
- COORDINATE CONSTRUCTION ACTIVITIES WITH GAS COMPANY TO
N/A
SHEET TITLE
GAS COMPANY
ENSURE INSTALLATION OF UNDERGROUND LINES ARE
COVER SHEET
C -1
(800) 778 -9140 (P)
COMPLETED PRIOR TO ASPHALT OR CURB PLACEMENT.
C -2
TELEPHONE
♦ WINDSTREAM
COMMUNICATIONS
- COORDINATE CONSTRUCTION ACTIVITIES WITH TELEPHONE
COMPANY TO ENSURE INSTALLATION OF UNDERGROUND LINES
- TELEPHONE COMPANY WILL PROVIDE AND INSTALL ALL
TELEPHONE CABLES FROM THE POINT OF CONNECTION UP TO
OVERALL PLAN
0-1
CONTACT: TBD
ARE COMPLETED PRIOR TO ASPHALT OR CURB PLACEMENT.
THE BUILDING.
5
(888) 599 -3166 (P)
- COORDINATE RELOCATION OF PHONE BOXES WITH TELEPHONE
- PRESENT RESPONSIBLE PARTIES.
PHASE I EROSION AND SEDIMENTATION CONTROL PLAN - SOUTH
SW -3
COMPANY WITHIN 10 DAYS OF AWARD OF CONTRACT.
-ANY RELOCATION OF EX. LINES WILL BE DONE BY PROVIDER.
SW-4
8
- PROVIDE AND INSTALL 24' SCHEDULE 40 PVC CONDUITS WITH
SW -5
9
PHASE II EROSION AND SEDIMENTATION CONTROL PLAN - NORTH
PULL ROPES, INCLUDING ALL TRENCHING AND BACKFILLING, FROM
10
PHASE II EROSION AND SEDIMENTATION CONTROL PLAN - WEST
SW -7
THE RISER POLE UP TO THE BUILDING.
PHASE III EROSION AND SEDIMENTATION CONTROL PLAN -SITE
MAP -SOUTH
SW -8
12
- PROVIDE AND INSTALL PULL BOXES AS PER TELEPHONE COMPANY
SW -9
13
E AND SC SCHEDULES INFORMATION AND SUMMARY TABLES
REQUIREMENTS.
14
ELECTRIC
♦ DUKE ENERGY
- COORDINATE CONSTRUCTION ACTIVITIES WITH ELECTRIC
- ELECTRIC COMPANY WILL PROVIDE AND INSTALL ALL MATERIALS
DM-1
CONTACT: TBD
COMPANY TO ENSURE INSTALLATION OF UNDERGROUND LINES
NEEDED TO ESTABLISH PRIMARY OVERHEAD SERVICE FROM
20
(800) 762 -0592 (P)
ARE COMPLETED PRIOR TO ASPHALT OR CURB PLACEMENT.
POINT OF CONNECTION AT THE EX. LINE UP TO THE
SOUTH GRADING PLAN
C -5
- COORDINATE RELOCATION OF UTILITY POLE WITH ELECTRIC
TRANSFORMER.
C-6
23
COMPANY WITHIN 10 DAYS OF AWARD OF CONTRACT.
- ELECTRIC COMPANY WILL PROVIDE AND INSTALL PRIMARY CABLE
24
NORTH UTILITY PLAN
- PROVIDE AND INSTALL 24" SCHEDULE 40 PVC CONDUITS WITH
FOR ALL UNDERGROUND LINES UP TO THE TRANSFORMER.
SANITARY SEWER EXTENSION PLAN
C -9
PULL ROPES, INCLUDING TRENCHING AND BACKFILLING, FOR THE
-ANY RELOCATION OF EX. LINES OR POLES WILL BE DONE BY DUKE
C -10
27
UNDERGROUND PORTIONS OF THE PRIMARY FROM THE RISER
ENERGY.
28
LANDSCAPE PLAN
POLE UP TO THE TRANSFORMER. SCHEDULE 80 PVC CONDUITS
- ELECTRIC COMPANY WILL PROVIDE TRANSFORMER.
LANDSCAPE DETAILS
LD -2
SHALL BE USED ON THE RISER POLE AND RIGID METAL, LONG
SOUTH LIGHTING PLAN
L -1
31
RADIUS, ELBOWS SHALL BE USED WHERE THE UNDERGROUND
L -2
32
INGRAM DRIVE ROADWAY IMPROVEMENT PLANS - WEST
PORTION MEETS THE RISER POLE AND TRANSFORMER.
33
INGRAM DRIVE ROADWAY IMPROVEMENT PLANS - EAST
RD -2
- CONSTRUCT TRANSFORMER PAD AS PER THE ELECTRIC
5 FORKS STREET ROADWAY IMPROVEMENT PLANS - EAST
RD -3
35
COMPANY'S SPECIFICATIONS.
D- 1,D- 2,D- 3,D -4,D -5
36 40
- PROVIDE AND INSTALL ALL SECONDARY SERVICE AND MATERIALS.
SANITARY
♦ CITY OF KING
- PROVIDE AND INSTALL SANITARY SEWER LINES AND ASSOCIATED
SEWER
229 S. MAIN ST.
APPURTENANCES PER THE PLANS AND SPECIFICATION.
KING, NC 27021
-ALL PUBLIC AND PRIVATE SANITARY SEWER LINES SHALL BE PVC
CONTACT: SCOTT BARROW
AND RATED SDR 26.
(336) 983 -8265 (P)
- COORDINATE REQUIRED INSPECTION SERVICES WITH ENGINEER
OF RECORD AND THE CITY OF KING. SEE UTILITY PLAN FOR
REQUIREMENTS.
WATER
♦ CITY OF KING
- PROVIDE AND INSTALL ALL WATER MAINS AND ASSOCIATED
229 S. MAIN ST.
APPURTENANCES PER THE PLANS AND SPECIFICATION.
KING, NC 27021
-ALL PUBLIC AND PRIVATE WATER MAINS SHALL BE DIP CLASS 52.
CONTACT: SCOTT BARROW
-ALL PORTIONS OF THE FIRE PROTECTION WATER SYSTEM SHALL
(336) 983 -8265 (P)
BE 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 DEPARTMENT OF PUBLIC UTILITIES. SEE UTILITY
PLAN FOR REQUIREMENTS.
- CONTRACTOR SHALL PROVIDE AND INSTALL WATER METERS.
STORM
♦ NCDENR
- PROVIDE AND INSTALL ALL STORM SEWER LINES AND ASSOCIATED
SEWER
WINSTON -SALEM REGIONAL
APPURTENANCES PER THE PLANS AND SPECIFICATION.
OFFICE
-REFER TO GRADING PLAN FOR INFORMATION ON ALLOWABLE
450 WEST HANES MILL ROAD
STORM SEWER MATERIALS.
SUITE 300
WINSTON- SALEM, NC 27105
CONTACT: MATTHEW GANTT, PE
(336)776- 9797(P)
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. CONTRACTOR SHALL VERIFY THE RESPONSIBILITIES LISTED ABOVE PRIOR TO BID AND START OF CONSTRUCTION.
SETS \NCC138020 - COVER, NOTES, & DEfAIIS.DWG PRINTED BY.. MODARD 1.12.15 0 10:25 AM LAST SAVED 8
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LOCATION OF SITE
INGRAM DRIVE AND 5 FORKS STREET
PIN# 599107780272,599108872685
STOKES COUNTY, KING, NORTH CAROLINA
—
Adak
ONTE
F W M
JJ ••//
FED' N
Sp CyU,�CH
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9� \�
"J
LOCATION MAP
NTS
SHEET INDEX
JBW
SHEET TITLE
SHEET NUMBER
SHEET #OF 40
COVER SHEET
C -1
1
GENERAL NOTES
C -2
2
PRELIMINARY ALTA SURVEY
NA
3
OVERALL PLAN
0-1
4
SWPPP NOTES
SWA
5
SWPPP IMPLEMENTATION SEQUENCE AND LIMITS OF WORK
SW -2
6
PHASE I EROSION AND SEDIMENTATION CONTROL PLAN - SOUTH
SW -3
7
PHASE I EROSION AND SEDIMENTATION CONTROL PLAN - NORTH
SW-4
8
PHASE II EROSION AND SEDIMENTATION CONTROL PLAN - SOUTH
SW -5
9
PHASE II EROSION AND SEDIMENTATION CONTROL PLAN - NORTH
SW-6
10
PHASE II EROSION AND SEDIMENTATION CONTROL PLAN - WEST
SW -7
11
PHASE III EROSION AND SEDIMENTATION CONTROL PLAN -SITE
MAP -SOUTH
SW -8
12
MAPS III EROSION AND SEDIMENTATION CONTROL PLAN -SITE
SW -9
13
E AND SC SCHEDULES INFORMATION AND SUMMARY TABLES
SW -10
14
EROSION AND SEDIMENTATION CONTROL DETAILS
SW- 11,SW- 12,SW- 13,SW14
15-18
DEMOLITION PLAN
DM-1
19
SOUTH SITE PLAN
C -3
20
NORTH SITE PLAN
C-4
21
SOUTH GRADING PLAN
C -5
22
NORTH GRADING PLAN
C-6
23
SOUTH UTILITY PLAN
C -7
24
NORTH UTILITY PLAN
C -8
25
SANITARY SEWER EXTENSION PLAN
C -9
26
SANITARY SEWER EXTENSION PROFILE
C -10
27
SIGN PARCEL
C -11
28
LANDSCAPE PLAN
LD -1
29
LANDSCAPE DETAILS
LD -2
30
SOUTH LIGHTING PLAN
L -1
31
NORTH LIGHTING PLAN
L -2
32
INGRAM DRIVE ROADWAY IMPROVEMENT PLANS - WEST
RD -1
33
INGRAM DRIVE ROADWAY IMPROVEMENT PLANS - EAST
RD -2
34
5 FORKS STREET ROADWAY IMPROVEMENT PLANS - EAST
RD -3
35
CONSTRUCTION DETAILS
D- 1,D- 2,D- 3,D -4,D -5
36 40
I 11] 1 Ky 'A I a, I � "(s) I M N
WAL -MART REAL ESTATE BUSINESS TRUST
2001 S.E. 10TH STREET
BENTONVILLE, ARKANSAS 72716 -5570
TEL: [phone]
CONTACT: ABE BADEEN
I� I M l� 1191 Wmi
BOTILEr,R
E N G I N E E R I N G
800 WEST HILL STREET, SUITE 101
CHARLOTTE, NORTH CAROLINA 28208
Phone: [phone]
Fax: [phone]
www.BohlerEngineering.com
CONTACT: KYLE J. CROWE
ALERT TO CONTRACTOR:
1. THE SITEWORK FOR THE WALMART PROJECT SHALL MEET OR
EXCEED THE STANDARD SITE WORK SPECIFICATIONS.
2. ALL NECESSARY INSPECTIONS AND /OR CERTIFICATIONS
REQUIRED BY CODES AND /OR UTILITY SERVICE COMPANIES SHALL
BE PERFORMED PRIOR TO ANNOUNCED BUILDING POSSESSION
AND THE FINAL CONNECTION OF SERVICES.
SIGNATURE DATE
SIGNATURE DATE
SIGNATURE DATE
THIS DOCUMENT IS NOT ISSUED BY BOHLER ENGINEERING
FOR CONSTRUCTION WITHOUT (3) SIGNATURES
BEPC PROJECT #
REVISION DATE:
REVISIONS BY
UK/NVVIV
JBW
CHECKED
KJC
DATE
1/7/15
SCALE
NTS
JOB No.
NCC138020
SHEET
e

11
- cover, ralFS, a oeraLS.owc PPoMED at: JWOOLMRD 1.o7.IS o I:54 PM
GENERAL NOTES:
CONTRACTOR IS RESPONSIBLE FOR COMPLIANCE WITH THE NOTES AND SPECIFICATIONS CONTAINED HEREIN. CONTRACTOR
IS RESPONSIBLE TO ENSURE THAT ALL SUBCONTRACTORS FULLY AND COMPLETELY CONFORM TO AND COMPLY WITH THESE
REQUIREMENTS.
1. THE FOLLOWING DOCUMENTS ARE INCORPORATED BY REFERENCE AS PART OF THIS SITE PLAN:
• "ALTA/ACSM LAND TITLE SURVEY WALMART REAL ESTATE BUSINESS TRUST" PREPARED BY BOHLER ENGINGEERING NC,
PLLC DATED 12/11/2013
• BUILDING ELEVATIONS PREPARED BY PRA
• "INITIAL REPORT OF SUBSURFACE EXPLORATION, PROP. SUPERCENTER" S &ME PROJECT #1051-13-348,07/11/14
• " STORMWATER MANAGEMENT REPORT - BY BOHLER ENGINEERING NC, PLLC"
• "WATER SUPPLY SITE SURVEY REPORT SUPERCENTER ", PREPARED BY RICK TERRELL, DATED 12/0312014
PRIOR TO THE START OF CONSTRUCTION, THE CONTRACTOR MUST VERIFY THAT HE /SHE HAS THE LATEST EDITION OF THE
DOCUMENTS REFERENCED ABOVE. THIS IS CONTRACTOR'S RESPONSIBILITY.
2. ALL ACCESSIBLE (A/KIA ADA) PARKING SPACES MUST BE CONSTRUCTED TO MEET, AT A MINIMUM, THE MORE STRINGENT OF
THE REQUIREMENTS OF THE "AMERICANS WITH DISABILITIES ACT" (ADA) CODE (42 U.S.C. § 12101 et seq. AND 42 U.S.C. § 4151
et seq.) OR THE REQUIREMENTS OF THE JURISDICTION WHERE THE PROJECT IS TO BE CONSTRUCTED, AND ANY AND ALL
AMENDMENTS TO BOTH WHICH ARE IN EFFECT WHEN THESE PLANS ARE COMPLETED.
3. PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR IS RESPONSIBLE TO ENSURE THAT ALL REQUIRED PERMITS AND
APPROVALS HAVE BEEN OBTAINED. NO CONSTRUCTION OR FABRICATION SHALL BEGIN UNTIL THE CONTRACTOR HAS
RECEIVED AND THOROUGHLY REVIEWED THE COMMENTS TO ALL PLANS AND OTHER DOCUMENTS REVIEWED AND
APPROVED BY THE PERMITTING AUTHORITIES AND CONFIRMED THAT ALL NECESSARY OR REQUIRED PERMITS HAVE BEEN
OBTAINED. CONTRACTOR MUST HAVE COPIES OF ALL PERMITS AND APPROVALS ON SITE AT ALL TIMES.
4. THE OWNER /CONTRACTOR MUST BE FAMILIAR WITH AND RESPONSIBLE FOR THE PROCUREMENT OF ANY AND ALL
CERTIFICATIONS REQUIRED FOR THE ISSUANCE OF A CERTIFICATE OF OCCUPANCY.
5. ALL WORK MUST BE PERFORMED IN ACCORDANCE WITH THESE PLANS,. SPECIFICATIONS AND CONDITIONS OF APPROVAL,
AND ALL APPLICABLE REQUIREMENTS, RULES, REGULATIONS, STATUTORY REQUIREMENTS, CODES, LAWS AND STANDARDS
OF ALL GOVERNMENTAL ENTITIES WITH JURISDICTION OVER THIS PROJECT.
6. THE GEOTECHNICAL REPORT AND RECOMMENDATIONS SET FORTH HEREIN ARE A PART OF THE REQUIRED CONSTRUCTION
DOCUMENTS AND, IN CASE OF CONFLICT, DISCREPANCY OR AMBIGUITY, THE MORE STRINGENT REQUIREMENTS AND /OR
RECOMMENDATIONS CONTAINED IN THE PLANS AND THE GEOTECHNICAL REPORT AND RECOMMENDATIONS SHALL TAKE
PRECEDENCE UNLESS SPECIFICALLY NOTED OTHERWISE ON THE PLANS. THE CONTRACTOR MUST NOTIFY THE ENGINEER,
IN WRITING, OF ANY SUCH CONFLICT, DISCREPANCY OR AMBIGUITY BETWEEN THE GEOTECHNICAL REPORTS AND PLANS
AND SPECIFICATIONS PRIOR TO PROCEEDING WITH ANY FURTHER WORK.
7. THESE PLANS ARE BASED ON INFORMATION PROVIDED TO BOHLER ENGINEERING BY THE OWNER AND OTHERS PRIOR TO
THE TIME OF PLAN PREPARATION. CONTRACTOR MUST FIELD VERIFY EX. CONDITIONS AND NOTIFY BOHLER ENGINEERING,
IN WRITING, IMMEDIATELY IF ACTUAL SITE CONDITIONS DIFFER FROM THOSE SHOWN ON THE PLAN, OR IF THE PROP. WORK
CONFLICTS WITH ANY OTHER SITE FEATURES.
8. ALL DIMENSIONS SHOWN ON THE PLANS MUST- BE FIELD VERIFIED BY THE CONTRACTOR PRIOR TO THE START OF
CONSTRUCTION. CONTRACTOR MUST NOTIFY ENGINEER, IN WRITING, IF ANY CONFLICTS, DISCREPANCIES, OR AMBIGUITIES
EXIST PRIOR TO PROCEEDING WITH CONSTRUCTION. NO EXTRA COMPENSATION WILL BE PAID TO THE CONTRACTOR FOR
WORK WHICH HAS TO BE REDONE OR REPAIRED DUE TO DIMENSIONS OR GRADES SHOWN INCORRECTLY ON THESE PLANS
PRIOR TO CONTRACTOR GIVING ENGINEER WRITTEN NOTIFICATION OF SAME AND ENGINEER, THEREAFTER, PROVIDING
CONTRACTOR WITH WRITTEN AUTHORIZATION TO PROCEED WITH SUCH ADDITIONAL WORK.
9. CONTRACTOR MUST REFER TO THE ARCHITECTURAUBUILDING PLANS "OF RECORD" FOR EXACT LOCATIONS AND
DIMENSIONS OF ENTRY /EXIT POINTS, ELEVATIONS, PRECISE BUILDING DIMENSIONS, AND EXACT BUILDING UTILITY
LOCATIONS.
10. PRIOR TO THE START OF CONSTRUCTION, THE CONTRACTOR MUST COORDINATE THE BUILDING LAYOUT BY CAREFUL
REVIEW OF THE ENTIRE SITE PLAN AND THE LATEST ARCHITECTURAL PLANS (INCLUDING, BUT NOT LIMITED TO,
STRUCTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND FIRE SUPPRESSION PLAN, WHERE APPLICABLE). CONTRACTOR
MUST IMMEDIATELY NOTIFY OWNER, ARCHITECT AND SITE ENGINEER, IN WRITING, OF ANY CONFLICTS, DISCREPANCIES OR
AMBIGUITIES WHICH EXIST.
11. DEBRIS MUST NOT BE BURIED ON THE SUBJECT SITE AND ALL UNSUITABLE EXCAVATED MATERIAL AND DEBRIS (SOLID
WASTE) MUST BE DISPOSED OF IN ACCORDANCE WITH THE REQUIREMENTS OF ANY AND ALL GOVERNMENTAL AUTHORITIES
WHICH HAVE JURISDICTION OVER THIS PROJECT OR OVER CONTRACTOR.
12. THE CONTRACTOR IS RESPONSIBLE FOR IDENTIFYING WHEN SHORING IS REQUIRED AND FOR INSTALLING ALL SHORING
REQUIRED DURING EXCAVATION (TO BE PERFORMED IN ACCORDANCE WITH CURRENT OSHA STANDARDS) AND ANY
ADDITIONAL PRECAUTIONS TO BE TAKEN TO ASSURE THE STABILITY OF ADJACENT, NEARBY AND CONTIGUOUS
STRUCTURES AND PROPERTIES.
13. THE CONTRACTOR IS TO EXERCISE EXTREME CARE WHEN PERFORMING ANY WORK ACTIVITIES ADJACENT TO PAVEMENT,
STRUCTURES, ETC. WHICH ARE TO REMAIN EITHER FOR AN INITIAL PHASE OF THE PROJECT OR AS PART OF THE FINAL
CONDITION. CONTRACTOR IS RESPONSIBLE FOR TAKING ALL APPROPRIATE MEASURES REQUIRED TO ENSURE THE
STRUCTURAL STABILITY OF SIDEWALKS AND PAVEMENT, UTILITIES, BUILDINGS, AND INFRASTRUCTURE WHICH ARE TO
REMAIN, AND TO PROVIDE A SAFE WORK AREA FOR THIRD PARTIES, PEDESTRIANS AND ANYONE INVOLVED WITH THE
PROJECT.
14. THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING ANY DAMAGE DONE TO ANY NEW OR EX. CONSTRUCTION OR
PROPERTY DURING THE COURSE OF CONSTRUCTION, INCLUDING BUT NOT LIMITED TO DRAINAGE, UTILITIES, PAVEMENT,
STRIPING, CURB, ETC. AND SHALL BEAR ALL COSTS ASSOCIATED WITH SAME TO INCLUDE, BUT NOT BE LIMITED TO,
REDESIGN, RE- SURVEY, RE- PERMITTING AND CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR AND MUST REPLACE
ALL SIGNAL INTERCONNECTION CABLE, WIRING CONDUITS, AND ANY UNDERGROUND ACCESSORY EQUIPMENT DAMAGED
DURING CONSTRUCTION AND MUST BEAR ALL COSTS ASSOCIATED WITH SAME. THE REPAIR OF ANY SUCH NEW OR EX.
CONSTRUCTION OR PROPERTY MUST RESTORE SUCH CONSTRUCTION OR PROPERTY TO A CONDITION EQUIVALENT TO OR
BETTER THAN THE CONDITIONS PRIOR TO COMMENCEMENT OF THE CONSTRUCTION, AND IN CONFORMANCE WITH
APPLICABLE CODES, LAWS RULES, REGULATIONS, STATUTORY REQUIREMENTS AND STATUTES. CONTRACTOR MUST BEAR
ALL COSTS ASSOCIATED WITH SAME. CONTRACTOR IS RESPONSIBLE TO DOCUMENT ALL EX. DAMAGE AND TO NOTIFY THE
OWNER AND THE CONSTRUCTION MANAGER PRIOR TO THE START OF CONSTRUCTION.
15. ALL CONCRETE MUST BE AIR ENTRAINED AND HAVE THE MINIMUM COMPRESSIVE STRENGTH OF 4,000 PSI AT 28 DAYS
UNLESS OTHERWISE NOTED ON THE PLANS, DETAILS AND /OR GEOTECHNICAL REPORT.
16. THE ENGINEER IS NOT RESPONSIBLE FOR CONSTRUCTION METHODS, MEANS, TECHNIQUES OR PROCEDURES, GENERALLY
OR FOR THE CONSTRUCTION MEAN, METHODS, TECHNIQUES OR PROCEDURES FOR COMPLETION OF THE WORK DEPICTED
BOTH ON THESE PLANS, AND FOR ANY CONFLICTS /SCOPE REVISIONS WHICH RESULT FROM SAME. CONTRACTOR IS
RESPONSIBLE FOR DETERMINING THE METHODS /MEANS FOR COMPLETION OF THE WORK PRIOR TO THE COMMENCEMENT
OF CONSTRUCTION.
17. THE ENGINEER OF RECORD IS NOT RESPONSIBLE FOR JOB SITE SAFETY. THE ENGINEER OF RECORD HAS NOT BEEN
RETAINED TO PERFORM OR BE RESPONSIBLE FOR JOB SITE SAFETY, SAME BEING WHOLLY OUTSIDE OF ENGINEER'S
SERVICES AS RELATED TO THE PROJECT. THE ENGINEER OF RECORD IS NOT RESPONSIBLE TO IDENTIFY OR REPORT ANY
JOB SITE SAFETY ISSUES, AT ANY TIME.
18. ALL CONTRACTORS MUST CARRY THE SPECIFIED STATUTORY WORKER'S COMPENSATION INSURANCE, EMPLOYER'S
LIABILITY INSURANCE AND LIMITS OF COMMERCIAL GENERAL LIABILITY INSURANCE (CGL). ALL CONTRACTORS MUST HAVE
- -- -- - -- - - -
THEIR CGL POLICIES ENDORSED TO NAME BOHLER ENGINEERING, AND ITS PAST, PRESENT AND FUTURE OWNERS,
OFFICERS, DIRECTORS, PARTNERS, SHAREHOLDERS, MEMBERS, PRINCIPALS, COMMISSIONERS, AGENTS, SERVANTS,
EMPLOYEES, AFFILIATES, SUBSIDIARIES, AND RELATED ENTITIES, AND ITS SUBCONTRACTORS AND SUBCONSULTANTS AS
ADDITIONAL NAMED INSURED AND TO PROVIDE CONTRACTUAL LIABILITY COVERAGE SUFFICIENT TO INSURE THIS HOLD
HARMLESS AND INDEMNITY OBLIGATIONS ASSUMED BY THE CONTRACTORS. ALL CONTRACTORS MUST FURNISH BOHLER
ENGINEERING WITH CERTIFICATIONS OF INSURANCE AS EVIDENCE OF THE REQUIRED INSURANCE PRIOR TO COMMENCING
WORK AND UPON RENEWAL OF EACH POLICY DURING THE ENTIRE PERIOD OF CONSTRUCTION AND FOR ONE YEAR AFTER
THE COMPLETION OF CONSTRUCTION. IN ADDITION, ALL CONTRACTORS WILL, TO THE FULLEST EXTENT PERMITTED UNDER
THE LAW, INDEMNIFY, DEFEND AND HOLD HARMLESS BOHLER ENGINEERING AND ITS PAST, PRESENT AND FUTURE
OWNERS, OFFICERS, DIRECTORS, PARTNERS, SHAREHOLDERS, MEMBERS, PRINCIPALS, COMMISSIONERS, AGENTS,
SERVANTS, EMPLOYEES, AFFILIATES, SUBSIDIARIES, AND RELATED ENTITIES, AND ITS SUBCONTRACTORS AND
SUBCONSULTANTS FROM AND AGAINST ANY DAMAGES, INJURIES, CLAIMS, ACTIONS, PENALTIES, EXPENSES, PUNITIVE
DAMAGES, TORT DAMAGES, STATUTORY CLAIMS, STATUTORY CAUSES OF ACTION, LOSSES, CAUSES OF ACTION, LIABILITIES
OR COSTS, INCLUDING, BUT NOT LIMITED TO, REASONABLE ATTORNEYS' FEES AND DEFENSE COSTS, ARISING OUT OF OR IN
ANY WAY CONNECTED WITH OR TO THE PROJECT, INCLUDING ALL CLAIMS BY EMPLOYEES OF THE CONTRACTORS, ALL
CLAIMS BY THIRD PARTIES AND ALL CLAIMS RELATED TO THE PROJECT. CONTRACTOR MUST NOTIFY ENGINEER, IN
WRITING, AT LEAST THIRTY (30) DAYS PRIOR TO ANY TERMINATION, SUSPENSION OR CHANGE OF ITS INSURANCE
HEREUNDER.
19. BOHLER ENGINEERING WILL REVIEW OR TAKE OTHER APPROPRIATE ACTION ON THE CONTRACTOR SUBMITTALS, SUCH AS
SHOP DRAWINGS, PRODUCT DATA, SAMPLES, AND OTHER DATA, WHICH THE CONTRACTOR IS REQUIRED TO SUBMIT, BUT
ONLY FOR THE LIMITED PURPOSE OF CHECKING FOR CONFORMANCE WITH THE DESIGN INTENT AND THE INFORMATION
SHOWN IN THE CONSTRUCTION CONTRACT DOCUMENTS. CONSTRUCTION MEANS AND /OR METHODS AND /OR TECHNIQUES
OR PROCEDURES, COORDINATION OF THE WORK WITH OTHER TRADES, AND CONSTRUCTION SAFETY PRECAUTIONS ARE
THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND BOHLER HAS NO RESPONSIBILITY OR LIABILITY FOR SAME
HEREUNDER. BOHLER ENGINEERING'S SHOP DRAWING REVIEW WILL BE CONDUCTED WITH REASONABLE PROMPTNESS
WHILE ALLOWING SUFFICIENT TIME TO PERMIT ADEQUATE REVIEW. REVIEW OF A SPECIFIC ITEM MUST NOT INDICATE THAT
BOHLER ENGINEERING HAS REVIEWED THE ENTIRE ASSEMBLY OF WHICH THE ITEM IS A COMPONENT. BOHLER
ENGINEERING WILL NOT BE RESPONSIBLE FOR ANY DEVIATIONS FROM THE CONSTRUCTION DOCUMENTS NOT PROMPTLY
AND IMMEDIATELY BROUGHT TO ITS ATTENTION, IN WRITING, BY THE CONTRACTOR. BOHLER ENGINEERING WILL NOT BE
REQUIRED TO REVIEW PARTIAL SUBMISSIONS OR THOSE FOR WHICH SUBMISSIONS OF CORRELATED ITEMS HAVE NOT BEEN
RECEIVED.
20. NEITHER THE PROFESSIONAL ACTIVITIES OF BOHLER ENGINEERING, NOR THE PRESENCE OF BOHLER ENGINEERING
AND /OR ITS PAST, PRESENT AND FUTURE OWNERS, OFFICERS, DIRECTORS, PARTNERS, SHAREHOLDERS, MEMBERS,
PRINCIPALS, COMMISSIONERS, AGENTS, SERVANTS, EMPLOYEES, AFFILIATES, SUBSIDIARIES, AND RELATED ENTITIES, AND
ITS SUBCONTRACTORS AND SUBCONSULTANTS AT A CONSTRUCTION /PROJECT SITE, SHALL RELIEVE THE GENERAL
CONTRACTOR OF ITS OBLIGATIONS, DUTIES AND RESPONSIBILITIES INCLUDING, BUT NOT LIMITED TO, CONSTRUCTION
MEANS, METHODS, SEQUENCE, TECHNIQUES OR PROCEDURES NECESSARY FOR PERFORMING, OVERSEEING,
SUPERINTENDING AND COORDINATING THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS AND COMPLIANCE
ANY HEALTH OR SAFETY PRECAUTIONS REQUIRED BY ANY REGULATORY AGENCIES WITH JURISDICTION OVER THE
PROJECT AND /OR PROPERTY. BOHLER ENGINEERING AND ITS PERSONNEL HAVE NO AUTHORITY TO EXERCISE ANY
CONTROL OVER ANY CONSTRUCTION CONTRACTOR OR ITS EMPLOYEES IN CONNECTION WITH THEIR WORK OR ANY HEALTH
OR SAFETY PROGRAMS OR PROCEDURES. THE GENERAL CONTRACTOR IS SOLELY RESPONSIBLE FOR JOB SITE SAFETY.
BOHLER ENGINEERING SHALL BE INDEMNIFIED BY THE GENERAL CONTRACTOR AND MUST BE NAMED AN ADDITIONAL
INSURED UNDER THE GENERAL CONTRACTOR'S POLICIES OF GENERAL LIABILITY INSURANCE AS DESCRIBED ABOVE IN
NOTE 19 FOR JOB SITE SAFETY.
21. IF THE CONTRACTOR DEVIATES FROM THE PLANS AND SPECIFICATIONS, INCLUDING THE NOTES CONTAINED HEREIN,
WITHOUT FIRST OBTAINING THE PRIOR WRITTEN AUTHORIZATION OF THE ENGINEER FOR SUCH DEVIATIONS, THE
CONTRACTOR IS SOLELY RESPONSIBLE FOR THE PAYMENT OF ALL COSTS INCURRED IN CORRECTING ANY WORK DONE
WHICH DEVIATES FROM THE PLANS, ALL FINES AND /OR PENALTIES ASSESSED WITH RESPECT THERETO AND ALL
COMPENSATORY OR PUNITIVE DAMAGES RESULTING THEREFROM AND, FURTHER, SHALL DEFEND, INDEMNIFY AND HOLD
HARMLESS THE ENGINEER, TO THE FULLEST EXTENT PERMITTED UNDER THE LAW, IN ACCORDANCE WITH PARAGRAPH 19
HEREIN, FOR AND FROM ALL FEES, ATTORNEYS' FEES, DAMAGES, COSTS, JUDGMENTS, PENALTIES AND THE LIKE RELATED
TO SAME.
22. CONTRACTOR IS RESPONSIBLE FOR MAINTENANCE AND PROTECTION OF TRAFFIC PLAN FOR ALL WORK THAT AFFECTS
PUBLIC TRAVEL EITHER IN THE R.O.W. OR ON SITE. THE COST FOR THIS ITEM MUST BE INCLUDED IN THE CONTRACTOR'S
PRICE.
23. ALL SIGNING AND PAVEMENT STRIPING MUST CONFORM TO MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES OR LOCALLY
APPROVED SUPPLEMENT.
24. ENGINEER IS NOT RESPONSIBLE FOR ANY INJURY OR DAMAGES RESULTING FROM CONTRACTOR'S FAILURE TO BUILD OR
CONSTRUCT IN STRICT ACCORDANCE WITH THE APPROVED PLANS. IF CONTRACTOR AND /OR OWNER FAIL BUILD OR
CONSTRUCT IN STRICT ACCORDANCE WITH APPROVED PLANS, THEY AGREE TO JOINTLY AND SEVERALLY INDEMNIFY AND
HOLD ENGINEER HARMLESS FOR ALL INJURIES AND DAMAGES THAT ENGINEER SUFFERS AND COSTS THAT ENGINEER
INCURS.
25. OWNER MUST MAINTAIN AND PRESERVE ALL PHYSICAL SITE FEATURES AND DESIGN FEATURES DEPICTED ON THE PLANS
AND RELATED DOCUMENTS, IN STRICT ACCORDANCE WITH THE APPROVED PLAN(S) AND DESIGN AND, FURTHER ENGINEER
IS NOT RESPONSIBLE FOR ANY FAILURE TO SO MAINTAIN OR PRESERVE SITE AND /OR DESIGN FEATURES. IF OWNER FAILS
TO MAINTAIN AND /OR PRESERVE ALL PHYSICAL SITE FEATURES AND /OR DESIGN FEATURES DEPICTED ON THE PLANS AND
RELATED DOCUMENTS, OWNER AGREES TO INDEMNIFY AND HOLD ENGINEER HARMLESS FOR ALL INJURIES AND DAMAGES
THAT ENGINEER SUFFERS AND COSTS THAT ENGINEER INCURS AS A RESULT OF SAID FAILURE.
26. ALL DIMENSIONS MUST BE TO FACE OF CURB, EDGE OF PAVEMENT, OR EDGE OF BUILDING, UNLESS NOTED OTHERWISE.
27. ALL CONSTRUCTION AND MATERIALS MUST COMPLY WITH AND CONFORM TO APPLICABLE FEDERAL, STATE AND LOCAL
REGULATIONS, LAWS, ORDINANCES, RULES AND CODES, AND ALL APPLICABLE OSHA REQUIREMENTS.
28. CONTRACTOR AND OWNER MUST INSTALL ALL ELEMENTS AND COMPONENTS IN STRICT COMPLIANCE WITH AND
ACCORDANCE WITH MANUFACTURER'S STANDARDS AND RECOMMENDED INSTALLATION CRITERIA AND SPECIFICATIONS. IF
CONTRACTOR AND /OR OWNER FAIL TO DO SO, THEY AGREE TO JOINTLY AND SEVERALLY INDEMNIFY AND HOLD ENGINEER
HARMLESS FOR ALL INJURIES AND DAMAGES THAT ENGINEER SUFFERS AND COSTS THAT ENGINEER INCURS AS A RESULT
OF SAID FAILURE.
29. CONTRACTOR IS RESPONSIBLE TO MAINTAIN ON -SITE STORMWATER POLLUTION PREVENTION PLAN (SWPPP) IN
COMPLIANCE WITH EPA REQUIREMENTS FOR SITES WHERE ONE (1) ACRE OR MORE (UNLESS THE LOCAL JURISDICTION
REQUIRES FEWER) IS DISTURBED BY CONSTRUCTION ACTIVITIES. CONTRACTOR IS RESPONSIBLE TO ENSURE THAT ALL
ACTIVITIES, INCLUDING THOSE OF SUBCONTRACTORS, ARE IN COMPLIANCE WITH THE SWPPP, INCLUDING BUT NOT LIMITED
TO LOGGING ACTIVITIES (MINIMUM ONCE PER WEEK AND AFTER RAINFALL EVENTS) AND CORRECTIVE MEASURES, AS
APPROPRIATE.
30. AS CONTAINED IN THESE DRAWINGS AND ASSOCIATED APPLICATION DOCUMENTS PREPARED BY THE SIGNATORY
PROFESSIONAL ENGINEER, THE USE OF THE WORDS CERTIFY OR CERTIFICATION CONSTITUTES AN EXPRESSION OF
"PROFESSIONAL OPINION" REGARDING THE INFORMATION WHICH IS THE SUBJECT OF THE UNDERSIGNED PROFESSIONAL
KNOWLEDGE OR BELIEF AND IN ACCORDANCE WITH COMMON ACCEPTED PROCEDURE CONSISTENT WITH THE APPLICABLE
STANDARDS OF PRACTICE, AND DOES NOT CONSTITUTE A WARRANTY OR GUARANTEE, EITHER EXPRESSED OR IMPLIED.
31. ALL CONSTRUCTION IS TO CONFORM TO THE SITE PLAN APPROVED BY THE PUBLIC WORKS AND PLANNING DIRECTOR
32. A "COMPETENT" CARD CARRYING INDIVIDUAL MUST BE PROVIDED FOR OSHA REGULATIONS.
i.11
1. THIS PLAN REFERENCES DOCUMENTS AND INFORMATION BY:
SURVEY - "ALTA/ACSM LAND TITLE SURVEY WALMART REAL ESTATE BUSINESS TRUST"
ADDRESS - BOHLER ENGINEERING
22636 DAVIS DRIVE
SUITE 250
STERLING VIRGINIA 20164
2. CONTRACTOR SHALL PERFORM ALL WORK IN ACCORDANCE WITH THE REQUIREMENTS OF THE OCCUPATIONAL SAFETY
AND HEALTH ACT OF 1970, (29 U.S.C. 651 et seq.), AS AMENDED AND ANY MODIFICATIONS, AMENDMENTS OR REVISIONS
TO SAME.
3. BOHLER ENGINEERING HAS NO CONTRACTUAL, LEGAL, OR OTHER RESPONSIBILITY FOR JOB SITE SAFETY OR JOB SITE
SUPERVISION, OR ANYTHING RELATED TO SAME.
4. THE DEMOLITION PLAN IS INTENDED TO PROVIDE GENERAL INFORMATION, ONLY, REGARDING ITEMS TO BE
DEMOLISHED AND /OR REMOVED. THE CONTRACTOR MUST ALSO REVIEW THE OTHER SITE PLAN DRAWINGS AND
INCLUDE IN DEMOLITION ACTIVITIES ALL INCIDENTAL WORK NECESSARY FOR THE CONSTRUCTION OF THE NEW SITE
IMPROVEMENTS.
5. CONTRACTOR MUST RAISE ANY QUESTIONS CONCERNING THE ACCURACY OR INTENT OF THESE PLANS OR
SPECIFICATIONS, CONCERNS REGARDING THE APPLICABLE SAFETY STANDARDS, OR THE SAFETY OF THE
CONTRACTOR OR THIRD PARTIES IN PERFORMING THE WORK ON THIS PROJECT, WITH BOHLER ENGINEERING, IN
WRITING, AND RESPONDED TO BY BOHLER, IN WRITING, PRIOR TO THE INITIATION OF ANY SITE ACTIVITY AND ANY
DEMOLITION ACTIVITY. ALL DEMOLITION ACTIVITIES MUST BE PERFORMED IN ACCORDANCE WITH THE REQUIREMENTS
OF THESE PLANS AND SPECIFICATIONS AND ALL APPLICABLE FEDERAL, STATE AND LOCAL REGULATIONS, RULES,
REQUIREMENTS, STATUTES, ORDINANCES AND CODES.
6. PRIOR TO STARTING ANY DEMOLITION, CONTRACTOR IS RESPONSIBLE FOR/TO:
A.OBTAINING ALL REQUIRED PERMITS AND MAINTAINING THE SAME ON SITE FOR REVIEW BY THE ENGINEER AND
OTHER PUBLIC AGENCIES HAVING JURISDICTION THROUGHOUT THE DURATION OF THE PROJECT, SITE WORK AND
DEMOLITION WORK.
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CONTRACTORS MUST EXERCISE APPROPRIATE CARE AND PRECISION IN CONSTRUCTION OF ADA (HANDICAP)
ACCESSIBLE COMPONENTS AND ACCESS ROUTES FOR THE SITE, THESE COMPONENTS, AS CONSTRUCTED, MUST
COMPLY WITH THE CURRENT ADA STANDARDS AND REGULATIONS' BARRIER FREE ACCESS (ICC /ANSI A117.1 - 2009
EDITION) AND ANY MODIFICATIONS, REVISIONS OR UPDATES TO SAME. FINISHED SURFACES ALONG THE
ACCESSIBLE ROUTE OF TRAVEL FROM PARKING SPACE, PUBLIC TRANSPORTATION, PEDESTRIAN ACCESS,
INTER - BUILDING ACCESS, TO POINTS OF ACCESSIBLE BUILDING ENTRANCE /EXIT, MUST COMPLY WITH THESE ADA
CODE REQUIREMENTS. THESE INCLUDE, BUT ARE NOT LIMITED TO THE FOLLOWING:
• PARKING SPACES AND PARKING AISLES - SLOPE SHALL NOT EXCEED 1:50 (1/4" PER FOOT OR NOMINALLY 2.0 %) IN
ANY DIRECTION.
• CURB RAMPS - SLOPE MUST NOT EXCEED 1:12 (8.3 %) FOR A MAXIMUM OF SIX (6) FEET
• LANDINGS - MUST BE PROVIDED AT EACH END OF RAMPS, MUST PROVIDE POSITIVE DRAINAGE, AND MUST NOT
EXCEED 1:50 (1/4" PER FOOT OR NOMINALLY 2.0 %) IN ANY DIRECTION.
• PATH OF TRAVEL ALONG ACCESSIBLE ROUTE - MUST PROVIDE A 36 -INCH OR GREATER UNOBSTRUCTED WIDTH OF
TRAVEL (CAR OVERHANGS AND /OR HANDRAILS CANNOT REDUCE THIS MINIMUM WIDTH). THE SLOPE MUST BE NO
GREATER THAN 1:20 (5.0 %) IN THE DIRECTION OF TRAVEL, AND MUST NOT EXCEED 1:50 (1/4" PER FOOT OR
NOMINALLY 2.0 %) IN CROSS SLOPE. WHERE PATH OF TRAVEL WILL BE GREATER THAN 1:30 (5.0 %), ADA RAMP MUST
BE ADHERED TO. A MAXIMUM SLOPE OF 1:12 (8.3 %), FOR A MAXIMUM RISE OF 2.5 FEET, MUST BE PROVIDED. THE
RAMP MUST HAVE ADA HAND RAILS AND "LEVEL" LANDINGS ON EACH END THAT ARE CROSS SLOPED NO MORE
THAN 1:50 IN ANY DIRECTION (1/4" PER FOOT OR NOMINALLY 2.0 %) FOR POSITIVE DRAINAGE.
• DOORWAYS - MUST HAVE A "LEVEL" LANDING AREA ON THE EXTERIOR SIDE OF THE DOOR THAT IS SLOPED AWAY
FROM THE DOOR NO MORE THAN 1:50 (1/4" PER FOOT OR NOMINALLY 2.0 %) FOR POSITIVE DRAINAGE. THIS
LANDING AREA MUST BE NO LESS THAN 60 INCHES (5 FEET) LONG, EXCEPT WHERE OTHERWISE PERMITTED BY
ADA STANDARDS FOR ALTERNATIVE DOORWAY OPENING CONDITIONS. (SEE ICC /ANSI A117.1 -2009 AND OTHER
REFERENCED INCORPORATED BY COD.)
• WHEN THE PROP. CONSTRUCTION INVOLVES RECONSTRUCTION, MODIFICATION, REVISION OR EXTENSION OF OR
TO ADA COMPONENTS FROM EX. DOORWAYS OR SURFACES, CONTRACTOR MUST VERIFY EX. ELEVATIONS SHOWN
ON THE PLAN. NOTE THAT TABLE 405.2 OF THE DEPARTMENT OF JUSTICE'S ADA STANDARDS FOR ACCESSIBLE
DESIGN ALLOWS FOR STEEPER RAMP SLOPES, IN RARE CIRCUMSTANCES. THE CONTRACTOR MUST IMMEDIATELY
NOTIFY THE DESIGN ENGINEER OF ANY DISCREPANCIES AND /OR FIELD CONDITIONS THAT DIFFER IN ANY WAY OR
ANY RESPECT FROM WHAT IS SHOWN ON THE PLANS, IN WRITING, BEFORE COMMENCEMENT OF WORK.
CONSTRUCTED IMPROVEMENTS MUST FALL WITHIN THE MAXIMUM AND MINIMUM LIMITATIONS IMPOSED BY THE
BARRIER FREE REGULATIONS AND THE ADA REQUIREMENTS.
• THE CONTRACTOR MUST VERIFY THE SLOPES OF CONTRACTOR'S FORMS PRIOR TO POURING CONCRETE. IF ANY
NON - CONFORMANCE IS OBSERVED OR EXISTS, CONTRACTOR MUST IMMEDIATELY NOTIFY THE ENGINEER PRIOR
TO POURING CONCRETE. CONTRACTOR IS RESPONSIBLE FOR ALL COSTS TO REMOVE, REPAIR AND REPLACE
NON - CONFORMING CONCRETE.
IT IS STRONGLY RECOMMENDED THAT THE CONTRACTOR REVIEW THE INTENDED CONSTRUCTION WITH THE LOCAL
BUILDING CODE PRIOR TO COMMENCEMENT OF CONSTRUCTION.
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1. PUBLIC WATER DISTRIBUTION SYSTEMS SHALL CONFROM TO THE DESIGN AND CONSTRUCTION REQUIREMENTS OF THE
NC DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES, NCAC TITLE 15A, SUBCHAPTER 18C, RULES
GOVERNING PUBLIC WATER SYSTEMS, LATEST REVISION.
2. ALL STRUCTURES AND UTILITIES SHALL COMPLY WITH THE APPLICABLE AREAS OF ENVIRONMENTAL CONCERN (AEC)
STANDARDS, AS AMENDED, IN ACCORDANCE WITH THE STATE GUIDELINES FOR AEC'S (15 NCAC 7H) PURSUANT TO THE
COASTAL AREA MANAGEMENT ACT OF 1974.
3. LOCATIONS OF ALL EX. AND PROP. SERVICES ARE APPROXIMATE AND MUST BE INDEPENDENTLY CONFIRMED WITH
LOCAL UTILITY COMPANIES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION OR EXCAVATION. SANITARY SEWER
AND ALL OTHER UTILITY SERVICE CONNECTION POINTS MUST BE INDEPENDENTLY CONFIRMED BY THE CONTRACTOR IN
THE FIELD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. ALL DISCREPANCIES MUST IMMEDIATELY BE
REPORTED, IN WRITING, TO THE ENGINEER. CONSTRUCTION MUST COMMENCE BEGINNING AT THE LOWEST INVERT
(POINT OF CONNECTION) AND PROGRESS UP GRADIENT. PROP. INTERFACE POINTS (CROSSINGS) WITH EX.
UNDERGROUND UTILITIES SHALL BE FIELD VERIFIED BY TEST PIT PRIOR TO COMMENCEMENT OF CONSTRUCTION.
4. CONTRACTOR MUST VERTICALLY AND HORIZONTALLY LOCATE ALL UTILITIES AND SERVICES INCLUDING, BUT NOT
LIMITED TO, GAS, WATER, ELECTRIC, SANITARY AND STORM SEWER, TELEPHONE, CABLE, FIBER OPTIC CABLE, ETC.
WITHIN THE LIMITS OF DISTURBANCE OR WORK SPACE, WHICHEVER IS GREATER. THE CONTRACTOR MUST USE, REFER
TO, AND COMPLY WITH THE REQUIREMENTS OF THE APPLICABLE UTILITY NOTIFICATION SYSTEM TO LOCATE ALL THE
UNDERGROUND UTILITIES. THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING ALL DAMAGE TO ANY EX. UTILITIES
DURING CONSTRUCTION, AT NO COST TO THE OWNER. CONTRACTOR SHALL BEAR ALL COSTS ASSOCIATED WITH
DAMAGE TO ANY EX. UTILITIES DURING CONSTRUCTION.
5. IT IS THE CONTRACTOR'S RESPONSIBILITY TO REVIEW ALL CONSTRUCTION CONTRACT DOCUMENTS INCLUDING, BUT
NOT LIMITED TO, ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THE PROJECT WORK SCOPE PRIOR
TO THE INITIATION AND COMMENCEMENT OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT AND /OR
DISCREPANCY BETWEEN THE DOCUMENTS RELATIVE TO THE SPECIFICATIONS OR THE RELATIVE OR APPLICABLE
CODES, REGULATIONS, LAWS, RULES, STATUTES AND /OR ORDINANCES, IT IS THE CONTRACTOR'S SOLE
RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD, IN WRITING, OF SAID CONFLICT AND /OR
DISCREPANCY PRIOR TO THE START OF CONSTRUCTION. CONTRACTOR'S FAILURE TO NOTIFY THE PROJECT
ENGINEER SHALL CONSTITUTE CONTRACTOR'S FULL AND COMPLETE ACCEPTANCE OF ALL RESPONSIBILITY TO
COMPLETE THE SCOPE OF WORK AS DEFINED BY THE DRAWINGS AND IN FULL COMPLIANCE WITH ALL FEDERAL, STATE
AND LOCAL REGULATIONS, LAWS, STATUTES, ORDINANCES AND CODES AND, FURTHER, CONTRACTOR SHALL BE
RESPONSIBLE FOR ALL COSTS ASSOCIATED WITH SAME.
6. THE CONTRACTOR MUST LOCATE AND CLEARLY AND UNAMBIGUOUSLY DEFINE VERTICALLY AND HORIZONTALLY ALL
ACTIVE AND INACTIVE UTILITY AND /OR SERVICE SYSTEMS THAT ARE TO BE REMOVED. THE CONTRACTOR IS
RESPONSIBLE TO PROTECT AND MAINTAIN ALL ACTIVE AND INACTIVE SYSTEMS THAT ARE NOT BEING
REMOVED /RELOCATED DURING SITE ACTIVITY.
7. THE CONTRACTOR MUST FAMILIARIZE ITSELF WITH THE APPLICABLE UTILITY SERVICE PROVIDER REQUIREMENTS AND
IS RESPONSIBLE FOR ALL COORDINATION REGARDING UTILITY DEMOLITION AS IDENTIFIED OR REQUIRED FOR THE
PROJECT. THE CONTRACTOR MUST PROVIDE THE OWNER WITH WRITTEN NOTIFICATION THAT THE EX. UTILITIES AND
SERVICES HAVE BEEN TERMINATED AND ABANDONED IN ACCORDANCE WITH THE JURISDICTION AND UTILITY COMPANY
REQUIREMENTS AND ALL OTHER APPLICABLE REQUIREMENTS, RULES, STATUTES, LAWS, ORDINANCES AND CODES,
8. THE CONTRACTOR MUST INSTALL ALL STORM SEWER AND SANITARY SEWER COMPONENTS WHICH FUNCTION BY
GRAVITY PRIOR TO THE INSTALLATION OF ALL OTHER UTILITIES.
9. CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF SITE PLAN DOCUMENTS AND ARCHITECTURAL DESIGN FOR
EXACT BUILDING UTILITY CONNECTION LOCATIONS, GREASE TRAP REQUIREMENTS /DETAILS, DOOR ACCESS, AND
EXTERIOR GRADING. THE ARCHITECT WILL DETERMINE THE UTILITY SERVICE SIZES. THE CONTRACTOR MUST
COORDINATE INSTALLATION OF UTILITIES /SERVICES WITH THE INDIVIDUAL COMPANIES, TO AVOID CONFLICTS AND TO
ENSURE THAT PROPER DEPTHS ARE ACHIEVED. THE CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT
INSTALLATION OF ALL IMPROVEMENTS COMPLIES WITH ALL UTILITY REQUIREMENTS WITH JURISDICTION AND /OR
CONTROL OF THE SITE, AND ALL OTHER APPLICABLE REQUIREMENTS, RULES, STATUTES, LAWS, ORDINANCES AND
CODES AND, FURTHER, IS RESPONSIBLE FOR COORDINATING THE UTILITY TIE - INS /CONNECTIONS PRIOR TO
CONNECTING TO THE EX. UTILITY /SERVICE. WHERE A CONFLICT(S) EXISTS BETWEEN THESE SITE PLANS AND THE
ARCHITECTURAL PLANS, OR WHERE ARCHITECTURAL PLAN UTILITY CONNECTION POINTS DIFFER, THE CONTRACTOR
MUST IMMEDIATELY NOTIFY THE ENGINEER, IN WRITING, AND PRIOR TO CONSTRUCTION, RESOLVE SAME.
10. WATER SERVICE MATERIALS, BURIAL DEPTH, AND COVER REQUIREMENTS MUST BE SPECIFIED BY THE LOCAL UTILITY
COMPANY. CONTRACTOR'S PRICE FOR WATER SERVICE MUST INCLUDE ALL FEES, COSTS AND APPURTENANCES
REQUIRED BY THE UTILITY TO PROVIDE FULL AND COMPLETE WORKING SERVICE. CONTRACTOR MUST CONTACT THE
APPLICABLE MUNICIPALITY TO CONFIRM THE PROPER WATER METER AND VAULT, PRIOR TO COMMENCING
CONSTRUCTION.
11. ALL NEW UTILITIES /SERVICES, INCLUDING ELECTRIC, TELEPHONE, CABLE TV, ETC. ARE TO BE INSTALLED
UNDERGROUND. ALL NEW UTILITIES /SERVICES MUST BE INSTALLED IN ACCORDANCE WITH THE UTILITY /SERVICE
PROVIDER INSTALLATION SPECIFICATIONS AND STANDARDS.
12. SITE GRADING MUST BE PERFORMED IN ACCORDANCE WITH THESE PLANS AND SPECIFICATIONS AND THE
RECOMMENDATIONS SET FORTH IN THE GEOTECHNICAL REPORT REFERENCED IN THIS PLAN SET. THE CONTRACTOR IS
RESPONSIBLE FOR REMOVING AND REPLACING UNSUITABLE MATERIALS WITH SUITABLE MATERIALS AS SPECIFIED IN
THE GEOTECHNICAL REPORT. ALL EXCAVATED OR FILLED AREAS MUST BE COMPACTED AS OUTLINED IN THE
GEOTECHNICAL REPORT. MOISTURE CONTENT AT TIME OF PLACEMENT MUST BE SUBMITTED IN A COMPACTION
REPORT PREPARED BY A QUALIFIED GEOTECHNICAL ENGINEER, REGISTERED WITH THE STATE WHERE THE WORK IS
PERFORMED, VERIFYING THAT ALL FILLED AREAS AND SUBGRADE AREAS WITHIN THE BUILDING PAD AREA AND AREAS
TO BE PAVED HAVE BEEN COMPACTED IN ACCORDANCE WITH THESE PLANS, SPECIFICATIONS AND THE
RECOMMENDATIONS SET FORTH IN THE GEOTECHNICAL REPORT AND ALL APPLICABLE REQUIREMENTS, RULES,
STATUTES, LAWS, ORDINANCES AND CODES. SUBBASE MATERIAL FOR SIDEWALKS, CURB, OR ASPHALT MUST BE FREE
OF ORGANICS AND OTHER UNSUITABLE MATERIALS. SHOULD SUBBASE BE DEEMED UNSUITABLE BY
OWNER/DEVELOPER, OR OWNER /DEVELOPER'S REPRESENTATIVE, SUBBASE IS TO BE REMOVED AND FILLED WITH
APPROVED FILL MATERIAL COMPACTED AS DIRECTED BY THE GEOTECHNICAL REPORT. EARTHWORK ACTIVITIES
INCLUDING, BUT NOT LIMITED TO, EXCAVATION, BACKFILL, AND COMPACTING MUST COMPLY WITH THE
RECOMMENDATIONS IN THE GEOTECHNICAL REPORT AND ALL APPLICABLE REQUIREMENTS, RULES, STATUTES, LAWS,
ORDINANCES AND CODES. EARTHWORK ACTIVITIES MUST COMPLY WITH THE STANDARD STATE DOT SPECIFICATIONS
FOR ROADWAY CONSTRUCTION (LATEST EDITION) AND ANY AMENDMENTS OR REVISIONS THERETO.
13. ALL FILL, COMPACTION, AND BACKFILL MATERIALS REQUIRED FOR UTILITY INSTALLATION MUST BE AS PER THE
RECOMMENDATIONS PROVIDED IN THE GEOTECHNICAL REPORT AND MUST BE COORDINATED WITH THE APPLICABLE
UTILITY COMPANY SPECIFICATIONS. WHEN THE PROJECT DOES NOT HAVE GEOTECHNICAL RECOMMENDATIONS, FILL
AND COMPACTION MUST, AT A MINIMUM, COMPLY WITH THE STATE DOT REQUIREMENTS AND SPECIFICATIONS AND
CONSULTANT SHALL HAVE NO LIABILITY OR RESPONSIBILITY FOR OR AS RELATED TO FILL, COMPACTION AND BACKFILL.
FURTHER, CONTRACTOR IS FULLY RESPONSIBLE FOR EARTHWORK BALANCE.
14, THE CONTRACTOR MUST COMPLY, TO THE FULLEST EXTENT, WITH THE LATEST OSHA STANDARDS AND REGULATIONS,
AND /OR ANY OTHER AGENCY WITH JURISDICTION FOR EXCAVATION AND TRENCHING PROCEDURES. THE CONTRACTOR
IS RESPONSIBLE FOR DETERMINING THE "MEANS AND METHODS" REQUIRED TO MEET THE INTENT AND PERFORMANCE
CRITERIA OF OSHA, AS WELL AS ANY OTHER ENTITY THAT HAS JURISDICTION FOR EXCAVATION AND /OR TRENCHING
PROCEDURES AND CONSULTANT SHALL HAVE NO RESPONSIBILITY FOR OR AS RELATED FOR OR AS RELATED TO
EXCAVATION AND TRENCHING PROCEDURES.
15. PAVEMENT MUST BE SAW CUT IN STRAIGHT LINES, AND EXCEPT FOR EDGE OF BUTT JOINTS, MUST EXTEND TO THE
FULL DEPTH OF THE EX. PAVEMENT, ALL DEBRIS FROM REMOVAL OPERATIONS MUST BE REMOVED FROM THE SITE AT
THE TIME OF EXCAVATION. STOCKPILING OF DEBRIS WILL NOT BE PERMITTED.
16. THE TOPS OF EX. MANHOLES, INLET STRUCTURES, AND SANITARY CLEANOUT TOPS MUST BE ADJUSTED, AS
NECESSARY, TO MATCH PROP. GRADES IN ACCORDANCE WITH ALL APPLICABLE STANDARDS, REQUIREMENTS, RULES,
STATUTES, LAWS, ORDINANCES AND CODES.
17. DURING THE INSTALLATION OF SANITARY SEWER, STORM SEWER, AND ALL UTILITIES, THE CONTRACTOR MUST
MAINTAIN A CONTEMPORANEOUS AND THOROUGH RECORD OF CONSTRUCTION TO IDENTIFY THE AS- INSTALLED
LOCATIONS OF ALL UNDERGROUND INFRASTRUCTURE. THE CONTRACTOR MUST CAREFULLY NOTE ANY
INSTALLATIONS THAT DEVIATE FROM THE INFORMATION CONTAINED IN THE UTILITY PLAN. THIS RECORD MUST BE KEPT
ON A CLEAN COPY OF THE SITE PLAN, WHICH CONTRACTOR MUST PROMPTLY PROVIDE TO THE OWNER AT THE
COMPLETION OF WORK.
18. WHEN THE SITE IMPROVEMENT PLANS INVOLVE MULTIPLE BUILDINGS, SOME OF WHICH MAY BE BUILT AT A LATER DATE,
THE CONTRACTOR MUST EXTEND ALL LINES, INCLUDING BUT NOT LIMITED TO STORM SEWER, SANITARY SEWER,
UTILITIES, AND IRRIGATION LINE, TO A POINT AT LEAST FIVE (5) FEET BEYOND THE PAVED AREAS FOR WHICH THE
CONTRACTOR IS RESPONSIBLE. CONTRACTOR MUST CAP ENDS AS APPROPRIATE, MARK LOCATIONS WITH A 2X4, AND
MUST NOTE THE LOCATION OF ALL OF THE ABOVE ON A CLEAN COPY OF THE SITE PLAN, WHICH CONTRACTOR MUST
PROMPTLY PROVIDE TO THE OWNER UPON COMPLETION OF THE WORK.
19. THE CONTRACTOR IS FULLY RESPONSIBLE FOR VERIFICATION OF EX. TOPOGRAPHIC INFORMATION AND UTILITY INVERT
ELEVATIONS PRIOR TO COMMENCING ANY CONSTRUCTION. CONTRACTOR MUST CONFIRM AND ENSURE 0.75%
MINIMUM SLOPE AGAINST ALL ISLANDS, GUTTERS, AND CURBS; 1.0% ON ALL CONCRETE SURFACES; AND 1.5% MINIMUM
ON ASPHALT (EXCEPT WHERE ADA REQUIREMENTS LIMIT GRADES), TO PREVENT PONDING. CONTRACTOR MUST
IMMEDIATELY IDENTIFY, IN WRITING TO THE ENGINEER, ANY DISCREPANCIES THAT MAY OR COULD AFFECT THE PUBLIC
SAFETY, HEALTH OR GENERAL WELFARE, OR PROJECT COST. IF CONTRACTOR PROCEEDS WITH CONSTRUCTION
WITHOUT PROVIDING PROPER NOTIFICATION, MUST BE AT THE CONTRACTOR'S OWN RISK AND, FURTHER,
CONTRACTOR SHALL INDEMNIFY, DEFEND AND HOLD HARMLESS THE DESIGN ENGINEER FOR ANY DAMAGES, COSTS,
INJURIES, ATTORNEY'S FEES AND THE LIKE WHICH RESULT FROM SAME.
20. PROP. TOP OF CURB ELEVATIONS ARE GENERALLY 6" ABOVE EX. LOCAL ASPHALT GRADE UNLESS OTHERWISE NOTED.
FIELD ADJUST TO CREATE A MINIMUM OF 0.75% GUTTER GRADE ALONG CURB FACE. IT IS CONTRACTOR'S OBLIGATION
TO ENSURE THAT DESIGN ENGINEER APPROVES FINAL CURBING CUT SHEETS PRIOR TO INSTALLATION OF SAME.
21. REFER TO SITE PLAN FOR ADDITIONAL NOTES
22. IN THE EVENT OF DISCREPANCIES AND /OR CONFLICTS BETWEEN PLANS OR RELATIVE TO OTHER PLANS, THE SITE PLAN
WILL TAKE PRECEDENCE AND CONTROL. CONTRACTOR MUST IMMEDIATELY NOTIFY THE DESIGN ENGINEER, IN
WRITING, OF ANY DISCREPANCIES AND /OR CONFLICTS.
23. CONTRACTOR MUST REQUIRED TO SECURE ALL NECESSARY AND /OR REQUIRED PERMITS AND APPROVALS FOR ALL
OFF SITE MATERIAL SOURCES AND DISPOSAL FACILITIES. CONTRACTOR MUST SUPPLY A COPY OF APPROVALS TO
ENGINEER AND OWNER PRIOR TO INITIATING WORK ANY WORK.
24. WHERE RETAINING WALLS (WHETHER OR NOT THEY MEET THE JURISDICTIONAL DEFINITION) ARE IDENTIFIED ON PLANS,
ELEVATIONS IDENTIFIED ARE FOR THE EXPOSED PORTION OF THE WALL. WALL FOOTINGS /FOUNDATION ELEVATIONS
ARE NOT IDENTIFIED HEREIN AND ARE TO BE SET /DETERMINED BY THE CONTRACTOR BASED ON FINAL STRUCTURAL
DESIGN SHOP DRAWINGS PREPARED BY THE APPROPRIATE PROFESSIONAL LICENSED IN THE STATE WHERE THE
CONSTRUCTION OCCURS.
25. STORM DRAINAGE PIPE
UNLESS INDICATED OTHERWISE, ALL STORM SEWER PIPE MUST BE REINFORCED CONCRETE PIPE (RCP) CLASS III WITH
WATER TIGHT JOINTS. WHEN HIGH - DENSITY POLYETHYLENE PIPE (HDPE) IS CALLED FOR ON THE PLANS, IT MUST
CONFORM TO AASHTO M294 AND TYPE S (SMOOTH INTERIOR WITH ANGULAR CORRUGATIONS) WITH GASKET FOR SILT
TIGHT JOINT. PVC PIPE FOR ROOF DRAIN CONNECTION MUST BE SDR 26 OR SCHEDULE 40 UNLESS INDICATED
OTHERWISE.
26. STORM AND SANITARY SEWER PIPE LENGTHS INDICATED ARE NOMINAL AND MEASURED CENTER OF INLET AND /OR
MANHOLES STRUCTURE TO CENTER OF STRUCTURE.
27. STORMWATER ROOF DRAIN LOCATIONS ARE BASED ON PRELIMINARY ARCHITECTURAL PLANS. CONTRACTOR IS
RESPONSIBLE TO AND FOR VERIFYING LOCATIONS OF SAME BASED ON FINAL ARCHITECTURAL PLANS.
28. SEWERS CROSSING STREAMS AND /OR LOCATION WITHIN 10 FEET OF THE STREAM EMBANKMENT, OR WHERE SITE
CONDITIONS SO INDICATE, MUST BE CONSTRUCTED OF STEEL, REINFORCED CONCRETE, DUCTILE IRON OR OTHER
SUITABLE MATERIAL.
SEWERS CONVEYING SANITARY FLOW COMBINED SANITARY AND STORMWATER FLOW OR INDUSTRIAL FLOW MUST BE
SEPARATED FROM WATER MAINS BY A DISTANCE OF AT LEAST 10 FEET HORIZONTALLY. IF SUCH LATERAL SEPARATION
IS NOT POSSIBLE, THE PIPES MUST BE IN SEPARATE TRENCHES WITH THE SEWER AT LEAST 18 INCHES BELOW THE
BOTTOM OF THE WATER MAIN, OR SUCH OTHER SEPARATION AS APPROVED BY THE GOVERNMENT AGENCY WITH
JURISDICTION OVER SAME.
• WHERE APPROPRIATE SEPARATION FROM A WATER MAIN IS NOT POSSIBLE, THE SEWER MUST BE ENCASED IN
CONCRETE, OR CONSTRUCTED OF DUCTILE IRON PIPE USING MECHANICAL OR SLIP -ON JOINTS FOR A DISTANCE OF
AT LEAST 10 FEET ON EITHER SIDE OF THE CROSSfNG. IN ADDITION, ONE FULL LENGTH OF SEWER PIPE SHOULD BE
LOCATED SO BOTH JOINTS WILL BE AS FAR FROM THE WATER LINE AS POSSIBLE. WHERE A WATER MAIN CROSSES
UNDER A SEWER, ADEQUATE STRUCTURAL SUPPORT FOR THE SEWER MUST BE PROVIDED.
28. WATER MAIN PIPING MUST BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS AND SPECIFICATIONS OF THE
LOCAL WATER PURVEYOR. IN THE ABSENCE OF SUCH REQUIREMENTS, WATER MAIN PIPING MUST BE CEMENT -LINED
DUCTILE IRON (DIP) MINIMUM CLASS 52 THICKNESS. ALL PIPE AND APPURTENANCES MUST COMPLY WITH THE
APPLICABLE AWWA STANDARDS IN EFFECT AT THE TIME OF APPLICATION.
29. CONTRACTOR MUST ENSURE THAT ALL UTILITY TRENCHES LOCATED IN EX. PAVED ROADWAYS INCLUDING SEWER,
WATER AND STORM SYSTEMS, MUST BE REPAIRED IN ACCORDANCE WITH REFERENCED MUNICIPAL, COUNTY AND /OR
NCDOT DETAILS AS APPLICABLE. CONTRACTOR MUST COORDINATE INSPECTION AND APPROVAL OF COMPLETED
WORK WITH THE AGENCY WITH JURISDICTION OVER SAME.
30. WHERE BASEMENTS ARE TO BE PROVIDED FOR PROP. DWELLING UNITS, THE DEVELOPER SHALL, BY BORING OR BY
TEST PIT, DETERMINE THE DEPTH TO GROUNDWATER AT THE LOCATION OF THE PROP. DWELLINGS. WHERE
GROUNDWATER IS ENCOUNTERED IN THE BASEMENT AREA, BASEMENTS WILL NOT BE INSTALLED UNLESS SPECIAL
CONSTRUCTION METHODS ARE UTILIZED, TO BE REVIEWED AND APPROVED BY THE MUNICIPAL CONSTRUCTION CODE
OFFICIAL. IF AND WHERE SUMP PUMPS ARE INSTALLED, ALL DISCHARGES MUST BE CONNECTED TO THE STORM
SEWER. A CLEANOUT MUST BE PROVIDED PRIOR TO THE CONNECTION TO THE STORM DRAIN IN ORDER THAT
BLOCKAGES CAN BE ADDRESSED.
31. LOCATION OF PROP. UTILITY POLE RELOCATION IS AT THE SOLE DISCRETION OF UTILITY COMPANY.
32. CONSULTANT IS NEITHER LIABLE NOR RESPONSIBLE FOR ANY SUBSURFACE CONDITIONS AND FURTHER, SHALL HAVE
NO LIABILITY FOR ANY HAZARDOUS MATERIALS, HAZARDOUS SUBSTANCES, OR POLLUTANTS ON, ABOUT OR UNDER
THE PROPERTY.
u
.ii" :1''\ "• \I I��\ \I I: � I'.\ ' )
UNLESS SPECIFICALLY INDICATED OTHERWISE IN THE DRAWINGS AND /OR SPECIFICATIONS, THE
LIMITS OF THIS SUBSURFACE PREPARATION ARE CONSIDERED TO BE THAT PORTION OF THE SITE
IRECTLY BENEATH AND 5 FEET BEYOND THE BUILDING AND APPURTENANCES.
APPURTENANCES ARE THOSE ITEMS ATTACHED TO THE BUILDING PROPER (REFER TO DRAWING
SHEET SPI), TYPICALLY INCLUDING, BUT NOT LIMITED TO, THE BUILDING SIDEWALKS, GARDEN
ENTER, PORCHES, RAMPS, STOOPS, TRUCK WELLS /DOCKS, CONCRETE APRONS AT THE
AUTOMOTIVE CENTER, COMPACTOR PAD, ETC. THE BASE DOES NOT EXTEND BEYOND THE
IMITS OF THE ACTUAL BUILDING AND THE APPURTENANCES.
STABLISH THE FINAL SUBGRADE ELEVATION TO ALLOW FOR THE CONCRETE SLAB AND BASE
EFERENCE ARCHITECTURAL AND STRUCTURAL DRAWINGS FOR REQUIRED SLAB THICKNESS.
THE MINIMUM 4 -INCH THICK BASE MATERIAL SHALL CONFORM TO NORTH CAROL INA DOT
STANDARD SPECIFICATIONS FOR ROADS AND STRUCTURES SECTION 1010, "AGGREGATE BASE
COURSE" (ABC). THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ACCURATE
MEASUREMENTS FOR ALL CUT AND FILL DEPTHS REQUIRED. ANY PROPOSED EQUIVALENT
ALTERNATIVE BASE MATERIAL MUST BE SUBMITTED FOR APPROVAL WITHIN 30 DAYS AFTER
WARD OF CONTRACT. ANY EQUIVALENT ALTERNATIVE SHALL ONLY BE USED IF APPROVED IN
KITING BY THE CEC AND AOR.
REMOVE SURFACE VEGETATION, TOPSOIL, ROOT SYSTEMS, ORGANIC MATERIAL, SOIL
STOCKPILES AND ALL EXISTING FILL SOILS AND SOFT OR OTHERWISE UNSUITABLE MATERIAL
FROM THE BUILDING AREA. PROOFROLL EXPOSED SUBGRADE IN AREAS TO RECEIVE
STRUCTURAL FILL WITH LOADED RUBBER -TIRE EQUIPMENT (MINIMUM LOADED WEIGHT OF 20
TONS). PROOFROLLING SHALL CONSIST OF TWO COMPLETE PERPENDICULAR PASSES OF THE
EQUIPMENT OVER THE SUBRADE. REPAIR UNSUITABLE OR UNSTABLE AREAS BY
CARIFYING/DRYING /RECOMPACTING, UNDERCUTTING, PLACEMENT OF GEOTEXTILES, OR SOME
OMBINATION OF THESE.
FRENCH DRAIN CONSISTING OF A PERFORATED PVC PIPE SURROUNDED BY WASHED STONE
'RAPPED IN NON -WOVEN FILTER FABRIC SHOULD BE INSTALLED IN THE DRAINAGE FEATURE
AND SHOULD DRAIN BY GRAVITY TO THE WESTERN PORTION OF THE SITE BEYOND THE
RETAINING WALL,
SUBGRADE MATERIAL SHALL BE FREE OF ORGANIC AND OTHER DELETERIOUS MATERIALS AND
HALL MEET THE FOLLOWING REQUIREMENTS:
LOCATION WITH RESPECT TO FINAL SUBGRADE P.I. L.L.
BUILDING AREA, BELOW 3 FEET 40 MAX. 70 MAX
BUILDING AREA, UPPER 3 FEET 1 25 MAX. 50 MAX.
HIGHLY PLASTIC SOILS (P.1 ,z25, L.L.?50) SHALL BE UNDERCUT FROM THE BUILDING PAD TO
PROVIDE 3 FEET OF SEPARATION FROM FINAL SUBGRADES.
EXCAVATIONS WILL EXTEND THROUGH LOW TO MODERATE CONSISTENCY SOILS. WE
RECOMMEND THAT UTILITIES BE INSTALLED AFTER THE SITE HAS BEEN GRADED TO ITS DESIGN
SUBGRADE ELEVATION IN ORDER TO AVOID RUTTING THE NEAR SURFACE SOILS.
EXCAVATIONS ARE NOT EXPECTED TO EXTEND BELOW THE WATER TABLE. CONTRACTOR
SHOULD BE PREPARED TO CONTROL AND REMOVE ANY GROUNDWATER AND SURFACE WATER
COLLECTINGIN EXCAVATIONS.
[ZE RUCI'[JRAL FILL SHALL CONSIST OF SOILS WITH A USCS CLASSIFICATIONS OF CL, CH, ML, MH,
W, SP, SM, SC, OR SOME COMBINATION OF THESE, CONTAIN LESS THAN 3 PERCENT ORGANIC
ATERIAL, BE FREE OF OTHER DELETERIOUS MATERIALS, AND HAVE A MAXIMUM PARTICLE
OF 3 INCHES IN ANY DIMENSION. STRUCTURAL FILL PLACED IN THE UPPER 3 FEET SHALL
HAVE A STANDARD PROCTOR DRY DENSITY OF AT LEAST 90 PCF. USE OF ON-SITE MH AND CH
'OILS WITH A PLASTICITY INDEX LESS THAN 40 IS PERMITTED EXCEPT WITHIN 3 FEET OF
[BUILDING SUBGRADE. HIGHLY PLASTIC SOILS (LIQUID LIMIT GREATER THAN 50 AND /OR
LASTICITY INDEX GREATER THAN 25) SHALL NOT BE USED WITHIN 2 FEET OF BUILDING
PLACE AND COMPACT STRUCTURAL FILL IN MAXIMUM 8 -INCH LOOSE LIFTS. ALL STRUCTURAL
FILL SHALL BE COMPACTED TO AT LEAST 95 PERCENT OF THE STANDARD PROCTOR MAXIMUM
DRY DENSITY (ASTM D 698) EXCEPT FOR THE FINAL 12 INCHES WHICH SHOULD BE INCREASED TO
98 PERCENT. FILL MOISTURE SHALL BE MAINTAINED WITHIN 3 PERCENT OF OPTIMUM MOISTURE
DURING COMPACTION.
SETTLEMENT PLATES SHALL BE INSTALLED DURING FILL PLACEMENT. THE NUMBER AND
LOCATION OF SETTLEMENT PLATES SHALL BE LETERMINED BY THE OWNER'S GEOTECHNICAL
REPRESENTATIVE AT THE TIME OF CONSTRUCTION. ELEVATIONS AT THE PLATES SHALL BE
MEASURED BY A LICENSED SURVEYOR IN THE STATE OF NORTH CAROLINA AT THE TIME OF
INSTALLATION, WEEKLY DURING FILLING, AND EVERY TWO WEEKS THEREAFTER. THE DATE OF
MEASUREMENT AND ELEVATION AT EACH HUB SHALL BE PROVIDED BY THE SURVEYOR TO THE
GEOTECHNICAL ENGINEER AFTER EACH MEASUREMENT.
FOUNDATION INSTALLATION SHALL NOT PROCEED UNTIL THE OWNER'S GEOTECHNICAL
REPRESENTATIVE IS SATISFIED THAT SETTLEMENTS WILL BE WITHIN THE OWNER'S
TOLERANCES OR 45 DAYS AFTER FILL PLACEMENT OPERATIONS ARE COMPLETED, WHICHEVER
IS LONGER. THE GEOTECHNICAL ENGINEER SHALL ISSUE A LETTER TO THE OWNER AND CEC
STATING THAT POTENTIAL SETTLEMENT WILL BE WITHIN THE OWNER'S TOLERANCES AND
THAT FOUNDATION INSTALLATION ACTIVITIES MAY COMMENCE.
HE FOUNDATION SYSTEM SHALL BE ISOLATED SPREAD FOOTINGS AT COLUMNS AND
CONTINUOUS SPREAD FOOTINGS AT WALLS DESIGNED FOR A NET ALLOWABLE BEARING
RESSURE OF 3,000 PSF EXISTING HIGH PLASTICITY SOILS (MH AND CH) SHALL BE UNDERCUT
D REPLACED WITH APPROVED STRUCTURAL FILL WITHIN THE BUILDING AREAS TO PROVIDE
3 FOOT SEPARATION BETWEEN FOUNDATIONS,
HIS FOUNDATION SUBSURFACE PREPARATION DOES NOT CONSTITUTE A COMPLETE SITE WORK
SPECIFICATION. IN CASE OF CONFLICT, INFORMATION COVERED IN THIS PREPARATION SHALL
TAKE PRECEDENCE OVER THE WALMART SPECIFICATIONS. REFER TO THE SPECIFICATIONS FOR
SPECIFIC INFORMATION NOT COVERED IN THIS PREPARATION. THIS INFORMATION WAS TAKEN
FROM A RE INITIAL GEOTECHNICAL EXPLORATION REPORT PREPARED BY S &ME, INC.,
ATED JULY 11, 2014 (REVISED INITIAL GEOTECHNICAL EXPLORATION REPORT IS FOR
NFORMATION ONLY AND IS NOT A CONSTRUCTION SPECIFICATION).
LIGHTING NC)TES:
1. THIS LIGHTING PLAN DEPICTS PROP. SUSTAINED ILLUMINATION LEVELS CALCULATED USING DATA PROVIDED BY
THE NOTED MANUFACTURER(S). ACTUAL SUSTAINED SITE ILLUMINATION LEVELS AND PERFORMANCE OF
LUMINAIRES MAY VARY DUE TO VARIATIONS IN WEATHER, ELECTRICAL VOLTAGE, TOLERANCE IN LAMPS, THE
SERVICE LIFE OF EQUIPMENT AND LUMINAIRES AND OTHER RELATED VARIABLE FIELD CONDITIONS.
2. THE LIGHT LOSS FACTORS USED IN THESE LIGHTING CALCULATIONS ARE 0.90 FOR ALL LED LUMINAIRES, 0.80 FOR
ALL HIGH PRESSURE SODIUM LUMINAIRES OR 0.72 FOR ALL METAL HALIDE LUMINAIRES UNLESS OTHERWISE
SPECIFIED. THESE FACTORS ARE INDICATIVE OF TYPICAL LIGHTING INDUSTRY MODELING STANDARDS.
3. THE LIGHTING VALUES AND CALCULATION POINTS DEPICTED ON THIS PLAN ARE ALL ANALYZED ON A HORIZONTAL
GEOMETRIC PLANE AT ELEVATION ZERO (GROUND LEVEL) UNLESS OTHERWISE NOTED. THE VALUES DEPICTED
ON THIS PLAN ARE IN FOOTCANDLES.
4. THE LUMINAIRES, LAMPS AND LENSES MUST BE REGULARLY INSPECTED /MAINTAINED TO ENSURE THAT THEY
FUNCTION PROPERLY. THIS WORK SHOULD INCLUDE, BUT NOT BE LIMITED TO, FREQUENT VISUAL INSPECTIONS,
CLEANING OF LENSES, AND RELAMPING (IF NECESSARY) AT LEAST ONCE EVERY SIX (6) MONTHS. FAILURE TO
FOLLOW THE ABOVE STEPS COULD CAUSE THE LUMINARIES, LAMPS AND LENSES TO FAIL PROPERLY TO
FUNCTION.
5. WHERE APPLICABLE, THE EX. CONDITION LIGHT LEVELS ILLUSTRATED ARE REPRESENTATIVE OF AN
APPROXIMATION UTILIZING LABORATORY DATA FOR SIMILAR FIXTURES, UNLESS ACTUAL FIELD MEASUREMENTS
ARE TAKEN WITH A LIGHT METER AND ARE, CONSEQUENTLY, APPROXIMATIONS ONLY. DUE TO FACTORS SUCH
AS FIXTURE MAINTENANCE, EQUIPMENT TOLERANCES, WEATHER CONDITIONS, ETC, ACTUAL LIGHT LEVELS MAY
DIFFER. EX. LIGHT LEVELS DEPICTED ON THIS PLAN SHOULD BE CONSIDERED APPROXIMATE.
6. THIS LIGHTING PLAN IS INTENDED TO SHOW THE LOCATIONS AND TYPE OF LUMINAIRES, ONLY. POWER SYSTEM,
CONDUITS, WIRING, VOLTAGES AND OTHER ELECTRICAL COMPONENTS ARE THE RESPONSIBILITY OF THE
ARCHITECT, MEP AND /OR LIGHTING CONTRACTOR, AS INDICATED IN THE CONSTRUCTION CONTRACT
DOCUMENTS. THESE ITEMS MUST BE INSTALLED AS REQUIRED BY STATE AND LOCAL REGULATIONS.
CONTRACTOR IS RESPONSIBLE FOR INSTALLING LIGHTING FIXTURES AND APPURTENANCES IN ACCORDANCE
WITH ALL APPLICABLE BUILDING AND ELECTRICAL CODES AND ALL OTHER APPLICABLE RULES, REGULATIONS,
LAWS AND STATUTES.
7. CONTRACTOR MUST BRING TO DESIGNER'S ATTENTION, PRIOR TO THE COMMENCEMENT OF CONSTRUCTION,
ANY LIGHT LOCATIONS THAT CONFLICT WITH DRAINAGE, UTILITIES, OR OTHER STRUCTURES.
8. IT IS LIGHTING CONTRACTOR'S RESPONSIBILITY TO COORDINATE WITH THE PROJECT ARCHITECT OR OWNER
REGARDING THE POWER SOURCE(S) FROM WITHIN THE BUILDING, AND TIMING DEVICES NECESSARY TO MEET
THE DESIGN INTENT.
9. THE LIGHTING CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE CONTRACTOR REQUIREMENTS INDICATED IN
THE SITE PLAN, INCLUDING BUT NOT LIMITED TO, GENERAL NOTES, GRADING AND UTILITY NOTES, SITE SAFETY,
AND ALL GOVERNMENTAL RULES, LAWS, ORDINANCES, REGULATIONS AND THE LIKE.
10. THE CONTRACTOR MUST VERIFY THAT INSTALLATION OF LIGHTING FIXTURES COMPLIES WITH THE
REQUIREMENTS FOR SEPARATION FROM OVERHEAD ELECTRICAL WIRES AS INDICATED BY LOCAL JURISDICTION.
11. WHEN A BANK ATM IS INCLUDED IN THE PLAN, THE LIGHTING DESIGN REPRESENTS BOHLER'S UNDERSTANDING
AND INTERPRETATION OF THE REGULATORY LIGHTING LEVELS INTENDED BY PUBLISHED STANDARDS.
12. UPON OWNER'S ACCEPTANCE OF THE COMPLETED PROJECT, THE OWNER SHALL BE RESPONSIBLE FOR ALL
MAINTENANCE, SERVICING, REPAIR AND INSPECTION OF THE LIGHTING SYSTEM AND ALL OF ITS COMPONENTS
AND RELATED SYSTEMS, TO ENSURE ADEQUATE LIGHTING LEVELS ARE PRESENT AND FUNCTIONING AT ALL
TIMES.
(0m REVISIONS BY
��� �� i
DRAWN
JBW
CHECKED
KJC
DATE
1/7/15
SCALE
NTS
JOB No.
NCC 138020
SHEET
C,­2

NOTES:
HILL ST
7O INTENTIONALLY DELETED 10. ZONING: PARCELS 1 & 2 L -I (LIGHT INDUSTRIAL) " �. YH° HILL
r : ' ` } t, t ` 1y3E16'02.43" fCIR�$�
1. PROPERTY IS KNOWN AS PARCEL 1 TRACT 1 & 2 AND PARCEL 2, BEING THE LANDS OF FRONT 30' F + t + i t r �? ,c� o• s
STONE VENTURES, LLC AS RECORDED IN DEED BOOK 574 AT PAGE 89 AND PARCEL 3, BEING ® EASEMENTS IN FAVOR OF DUKE POWER COMPANY AS RECORDED IN BOOK 91, PAGE SIDE 15' •1120.9 F '' ` ` ' ' ' + i W,BV9f 4872
i' t t t t t. 108.60
THE LANDS OF CHRISTIAN DAVIS STOVER AS RECORDED IN DEED BOOK 380 AT PAGE 520, 35 AND BOOK 116, PAGE 353, STOKES COUNTY REGISTRY. (PARCEL 3) REAR 20' ' � )r , t t , ' �, + ' , 11
J i i f 7 �t o t t t t !�`, `*, a....,�:g,;.�.n::<d, ga.. ,� {,�
ALL RECORDED IN AMONG THE LAND RECORDS OF STOKES COUNTY, NORTH CAROLINA AND 8A. BOOK 91, PAGE 35; AFFECTS PARCEL 3, NOT PLOTTABLE, GENERAL IN NATURE. , ,' r' ,+ r f ° ; t i s , y� y w - E1` G h�
7WACT ONE , r SQ4 4158 W t ° \`' I t 1 , v .. f .x.
HAVING A PIN NUMBERS OF 599107780272 AND 599108872685. 8B. BOOK 116, PAGE 353; AFFECTS PARCEL 3 NOT PLOTTABLE GENERAL IN NATURE. PARCEL 3 R -R (RESIDENTIAL)
PLOTTABLE, LANDS N/F + i
i 1 i 1 t 1 , -NN, f d A
FRONT 30' -11102,5 '� '` 1 , ' f r i 80.09 t� ; i i t 1` i t ; t �� a •1108.11 P �p
1 PAMELA K STROUD MICHAEL A. ''��
2. AREA= SQUARE FEET OR ACRES 90� RIGHT OF WAY AGREEMENT GRANTED TO STATE HIGHWAY COMMISSION RECORDED IN SIDE 10' I ' `,`
SITE y
STROUDAN ,FORREST H, a�3TRDUO ��- -- -_____ ' , t ( ' f i 1125. 8 ``� .`t i ' i' + } t + i i' ►Sn. 5� n
PARCEL 1 TRACT 1 1,503,754 34.521 BOOK 185, PAGE 386, STOKES COUNT' REGISTRY. (PARCEL 3); DOES NOT AFFECT PARCEL 3, REAR 35' �ptt`� / �r q� ,- '� ,�'%, ; -' "� ` r, , , -''� r,t i , , t� t , t , , , ,
lJ .�s (/'fl PV. 13�1G t i t f t 1 t i i i ' i+ i !'.'�
PARCEL 1 TRACT 2 2,296 0.053 BUT APPEARS TO AFFECT PARCELS 1 AND 2 AS THE TAKING FOR 5 FORKS ROAD, SHOWN. THE SITE IS CURRENTLY BEING REZONED FOR DEVELOPMENT PURPOSES. , __________ / -'
1 F' _ -- ___ __ , - , ! i vv b ° i } i N 918,900v. =� •,:::: js ;,,,o r, n
' ° _ _____r% ,! �i'' d� � �,��� ! , ' + i t + ' ' + ``'•„ O _-ten w: .:�,;,:»:•..,
PARCEL 2 3,642 0.084 ZONING INFORMATION IS PER THE CITY OF KING, NC ZONING ORDINANCE AND SHOULD BE w s ++/ 59i1�91761, '�- , ° �'��/ _1 + i "' r '' ' +'' t ' o
i r 1 r , �, '� _ �� / !` ,' y'�� i ti i t'' €' i i , + l i O � : ^_,
PARCEL 3 3,710 0.085 10 EASEMENT'S CONTAINED IN DEED FOR HIGHWAY RIGHT OF WAY GRANTED TO THE VERIFIED PRIOR TO USE TO CONFIRM IT REPRESENTS CURRENT INFORMATION. , ; ; ; ; ,' ,! r, •f�t19.86 I , I I i i € i t 1I r 1,' ! `�' �� ="� 1v1 m w.. z> 1'
DEPARTMENT OF TRANSPORTATION RECORDED IN BOOK 544, PAGE 622, STOKES COUNTY + ' ' ' 1 ' -_ -_` % '� - --- ` ' ' ' � S7 at• sPRrN
r I t r r r i - , , `, `' > ! ' i ��i
(PARCEL , d _.� , , , i ♦ i ! i I , 1 1 1! ^ A 1L., .1.
3. LOCATION OF ALL UNDERGROUND UTILITIES ARE APPROXIMATE, SOURCE REGISTRY. PARCEL 3); AFFECTS PARCEL 3 AND IS SHOWN AS THE CURRENT RIGHT OF WAY 11. TOPOGRAPHIC SURVEY IS BASED ON A CURRENT CONVENTIONAL FIELD SURVEY. /`�' ' `, `„
/ ,. ,'• y, 1 i ,"•. .,° ° t r i ( ( I ' i I , , , \ ..:._ (,Y: % \ w :,x.:"r
INFORMATION FROM PLANS AND MARKINGS HAS BEEN COMBINED WITH OBSERVED FOR INGRAM DRIVE AND MAIN STREET. I ,; ' + ` , % , ' , '" t' 1 'V r' ' 1 3' i , `v`v °� ��'� =`,q ; o�� sv`??.
1 ` ,,' �, i i t , r , s ,.''' f r ` i, "'.` , i I (, i ! i t i ! I 2£ a;•:w . 7 5l NU
EVIDENCE OF UTILITIES TO DEVELOP A VIEW OF THOSE UNDERGROUND UTILITIES. 12 THERE IS NO OBSERVABLE EVIDENCE OF EARTH MOVING WORK, BUILDING .' - - ' ' , ' i } ' ~� ' ` "' - ! ; li , € , I , , i ! o o 1' rv> wsoMe.Rp.,: R
op '�'' /'r .' r } i r i + ' . -° r` i ' ��16'w{ 'iIt ''+i +'I P 159762091870 > qr
HOWEVE C - -- °-
Gip-Ht
EXACT LOCATION OF UNDERGROUND FEATURES 11 MEMORANDUM OF ACTION GRANTED TO THE DEPARTMENT OF TRANSPORTATION CONSTRUCTION OR BUILDING ADDITIONS WITHIN RECENT MONTHS. - -` _-- --' , , +
g ► O '` -.- -- --'" - -' % r r t , r , ,•11'13.67 � , , 1 ,' r
r f , i , \ t t , / i ,r ' , t ,
CANNOT BE ACCURATELY COMPLETELY AND -- - `° =� = - -- yy
RELIABLY DEPICTED. WHERE ADDITIONAL OR RECORDED IN BOOK 571, PAGE 2190, STOKES COUNTY REGISTRY; CONSENT JUDGMENT � Q - %. � -.. -- s �.- / .- -'� - , , , � „_.- 1106.97 � -':___ a___,_.________..;.v,___'_ .___ =: ``� �• :�i = �
MORE DETAILED INFORMATION IS REQUIRED, THE CLIENT IS ADVISED THAT EXCAVATION RECORDED IN BOOK 589 PAGE 1639 STOKES COUNTY REGISTRY. PARCEL 3 13. THERE ARE NOT ANY CHANGES IN STREET RIGHT OF WAY LINES EITHER COMPLETED Z
MAY BE NECESSARY. 11A. BOOK 571, PAGE 2190; AFFECTS PARCEL 3, NOT PLOTTABLE, GENERAL IN NATUREAND OR PROPOSED, AND AVAILABLE FROM THE CONTROLLING JURISDICTION AND THERE IS NO •1100.27____ - -- r - ' '' ---- -- ---` ; WOOgE t t i t, + �' ,� ,/ 112283` -__ ________ i,,, t „k ' �y; s2 n€
11,45.J7R �N•
IS THE NOTICE FOR THE EASEMENT AND TAKING OF THE BUILDING IN EXCEPTION 11B. OBSERVABLE EViDENGE OF RECENT STREET OR SIDEWALK CONSTRUCTION OR REPAIRS.
4. THIS SURVEY IS BASED ON INFORMATION AND REFERENCE MATERIAL AS LISTED 11 B. BOOK 589, PAGE 1639; AFFECTS PARCEL 3 SHOWN. •1Q99.'R� ' ,.- -` , / f , �, + D4
I J+ ' J EP t105.57
HEREON. 14. THERE IS NO OBSERVABLE EVIDENCE OF SITE USE AS A SOLID WASTE DUMP, SUMP, wf
,
12 SEWER EASEMENT GRANTED TO LUIHN FOUR, INC. RECORDED IN BOOK 445, PAGE OR SANITARY LANDFILL. �`\ \``, ,r -'~ , -'` � ;' t � ..' -' "~ - - -`' _..-- �,.,. ---° ,, -' ,- -'� ~ -- ! 1 ,'''', d'w,,
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5. THIS SURVEY IS PREPARED WITH REFERENCE TO A TITLE COMMITMENT REPORT 2008, STOKES COUNTY REGISTRY. (PARCEL 3); DOES NOT AFFECT PARCEL 3• EASEMENT /S ' •1,18.84
, ♦ i t t \ r''l~ t''!J , _- - ~µ/ ' !' t Jw „/' ' i i ! i i F� 'y.�
PREPARED BY METRO TITLE COMPANY AS ISSUING AGENT FOR STEWART TITLE GUARANTY TO THE WEST, SHOWN FOR REFERENCE.
COMPANY, FILE NO. MET2013- 01546, EFFECTIVE DATE SEPTEMBER 10, 2013. OUR OFFICE TRACT TWO 10 59 d !' / ,', r'' %• l / >'- / / - �Jr . ' - •1119 6j,- ; ; f ; v y��
HAS REVIEWED THE FOLLOWING SURVEY RELATED EXCEPTIONS IN SCHEDULE B, SECTION II: 6. THE EXISTENCE OF UNDERGROUND STORAGE TANKS, IF ANY, WAS NOT KNOWN AT LANDSN /F ,. \ / ! / ° ° ' / ; ' / ___ - - -- - ,- , ", p , •1105.64 1
\`\ \ ,% %'' i ' , r' , `' .''' /' , ,'' J 'w ' / 112079 ^- "SPAINHQUR MILL RD
THE TIME OF THE FIELD SURVEY. PAMELA i� STROUD, MICHAEL A. \ ; ,' ,% .'' •%109.68,d % ,- % .- 1120 ; 7 t
`, f ,l / ; ' ,' % °� / �- •111945- `` " ~�- +, VICINITY �� ]L l�YJ1�JC
4O. MEMORANDUM OF ACTION IN FAVOR OF THE DEPARTMENT OF TRANSPORTATION STROUDANDFORRESTH. STROUD _ _ ~ ' ` � � ,' / ''� ' / f / �� .-- -- --"�'" '' _ ' ��''
RECORDED IN BOOK 590, PAGE 1806 WITH CONSENT JUDGMENT RECORDED AT BOOK 608, 7. ELEVATIONS ARE BASED ON NAVD 88 PER GPS OBSERVATIONS. D.B. 641 PC 1322 - J �,' , °' / , 1'116.89 . -' --- - -- _ , , N } r ,
PAGE 867, STOKES COUNTY REGISTRY. (PARCELS 1 AND 2); \, �/ SCALE: 1 "= 2,000'
PIN 599107790144 3 9�
4A. BOOK 590, PAGE 1806; AFFECTS PARCELS 1 AND 2, NOT PLOTTABLE, GENERAL IN 8. THE PROPERTY IS LOCATED IN ZONE OTHER AREAS ZONE X (AREAS DETERMINED TO ` \�$�`
•1145.51 °
NATURE, ACT /ON FOR TAKING OF RIGHT OF WAY FOR INGRAM DRIVE. BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN PER PLAN REFERENCE #2. _ - `-
-� o 952 ! µ "�
4B. BOOK 608, PAGE 867; AFFECTS PARCEL 1 AND 2 AND IS SHOWN AS THE CURRENT RIGHT •1�Q423 l !; , -',- ° ' , ° ! ; }
OF WAY FOR INGRAM DRIVE. 9. UTILITIES ARE SHOWN PER MARK -OUT AND FIELD LOCATION. •1105.30 , _____________ _ _ ; ' /' ; % / ; ' ; ; ' ; t , ` , ' _ p / > , ' , •'t ; r'
f - - -J - -- E)t 1104.85 ������
do, ' "� '� ' !' '' !•1115.79 . - '�' I , , ! +
5O MEMORANDUM OF ACTION IN FAVOR OF THE STATE HIGHWAY COMMISSION / ; ; ; ,''�J i' -_- / •(1 f0.8 1 d` / •111864 r _ ,' ,, ,
RECORDED IN BOOK 146, PAGE 51, WITH CONSENT JUDGMENT RECORDED IN BOOK 146, ,` - -` -123- - EXISTING CONTOUR
PAGE 93, STOKES COUNTY REGISTRY. (PARCELS 1 AND 2) + t i' \` ' �~ ' ' ' 'f ! ' •1105.30 IDSNIF
5A. BOOK 146, PAGE 51; AFFECTS PARCELS 1 AND 2, NOT PLOTTABLE, GENERAL IN NATURE, • 095.81 ; _ REBAR FOURD" --. `, ,'' ,' ; ; !` ,% -1118.29,,, "'111589 '' ,' PC -I DEVELOPMENT x 123.45 EXISTING SPOT ELEVATION
_ "`--_ - ..--•� J ,
ACT /ON FOR TAKING OF RIGHT OF WAY FOR INDUSTRIAL ROAD /US 52 AND INGRAM DRIVE. LANDSN /F '1 + ' + `� '`' '` '� r' J` *�° + ; > >'
-_ -'�` `'` COMPANY, LLC
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56. BOOK 146, PAGE 93; AFFECTS PARCEL 1 AND 2 AND IS SHOWN AS THEIR CURRENT CHRISTIAN VILLAGEHOME.S INC. 1 '1 1 % 'r 7 `` ------ -- -- "' ` \` �` r` ' ' ` i - -- "� '' ' ' ' D.B. 387PG. 916 x TC 123.45 EXIST. TOP OF CURB ELEVATION
RIGHT OF WAY FOR /NGRAM DRIVE NORTH OF THE TAK /NG /N EXCEPT /ON 4. ' t / f / ,` ,7 f ``, \ / `i\ ` l > •110 ,54 it f )\ (\ 'i` \ ` -------- ----- --- - - - - -- -~ f / �4 `'ter / `� r ¢ PIN 59910888372.;
D.B. 531 PG. 1323 , J , , , \ - ! , , t , ! _ r ,' ,'
` °° ___ - -- - t , + \ ! �10 .8 x G 122.95 EXIST. GUTTER ELEVATION
6. EASEMENTS IN FAVOR OF DUKE POWER COMPANY RECORDED IN BOOK 129 PAGE 22 PIN. 599107686647 ; ,' ; ` \\ `.\` `.� ° ^ _ w ;\ ,�\ i,\ •11064 l; �/ (r \` i`\ \ _r / l /, J,' •
O 10138¢ r' \, ~. ` _____ - - -`' ,- -_____ % 1 -STORY
\ \ \ �. \ i r
AND BOOK 125, PAGE 295, STOKES COUNTY REGISTRY. (PARCELS 1 AND 2) ' ; ; , `, 't `t, �`\ �\ ``, \` ``e •1b98 58 \, - - - - -- ~' ` ��os ° \` \, `\ \ \,� '`, ~ -` - -`- - - -` " "� - --''" ` - - ^ -,_ / j / BLOCK BUILDING HYDRANT
6A. BOOK 129, PAGE 22; AFFECTS PARCELS 1 AND 2 NOT PLOTTABLE GENERAL /N NATURE. ~ t ` ` e \ - \ \ ` _-- "1111.46 - ° ' �C ' , ""
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6B. BOOK 125, PAGE 295; AFFECTS PARCELS 1 AND 2, NOT PLOTTABLE, GENERAL /N , j076.41 ; '� �� - WATER VALVE
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D.B. 574 PG. 89 - ^-- ` - WF
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-- --- --- - - - --- - �t -_ THE FOLLOWING COMPANIES WERE NOTIFIED BY NORTH CAROLINA
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INFORMATION SHOWN HEREON IS BASED UPON THE UTILITY COMPANIES _ R/M= 110027 FACILITIES AFFECTING AND SERVICING THIS SITE. THE UNDERGROUND UTILITY (NO ACCtSS)
_____ ________ _ -- •1095.30 � __ _ - -_ _:: SYSTEM (1-800-632-4949) AND REQUESTED TO MARK OUT UNDERGROUND i
w/Pe P W%IRNS NO{ RESPONSE TO THIS REQUEST. SERIAL NU M BER(S): A133151309 = - __ _ _ ----- _ ____, _1038 __._ ._.____ __ - --- _STONE TURES , LLC
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G 1093.42 09836 888 -599 -3166
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DUKE ENERGY 800 - 762 -0592
800- 778 -9140 SHE PIEDMONT NATURAL GAS COMPANY
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____ - 762 -0592 TIME CABLE _ LANDS N/F 6., omNITESHPA TEL AND SHEO -- -, ' B A VINIPA TEL
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-_ PIN, _ 10077.7, \` _ •1098.671 ° •1095 _ ,d •109629 f / __ _ _____________________ �.- _ - -_ ____ -- - \ ^ ___ l (� �� QQ REFERENCES:
y ~�' / ~ /' d �, ~`/ 1105.29 _ - ---- -- _ _ ° ^ 1105.01- __, �� Q 1. THE DEPARTMENT OF ASSESSMENTS AND TAXATION FOR STOKES COUNTY,
METES AND BOUNDS DESCRIPTION 1 0 _ o `, \ N ~~ ~__ , // _ -° 1t85"` _ -- °d •1106.44 - ,_______ �^^ ` + / ®O �� NORTH CAROLINA PIN NUMBERS 599107780272 & 599108872685.
PARCEL 1 TRACT 1 °Gm `+ ��,�~ ___ _ ____ ,' <'' =11p236r~ --------- ___ - ___- _J''' °p~ °' --------------- ~ �r b Q .
// ------------------ •1096.68~ °%' WJRE"FENCE , �! �' / 2. MAP ENTITLED "FIRM, FLOOD INSURANCE RATE MAP, NORTH CAROLINA,
LANDS OF d '/ ,P. °� - -- - UP/LP NO{ ^ -``,�� E PANEL 5991 ", MAP NUMBER 3710599100K, MAP EFFECTIVE DATE JANUARY 2, 2009.
STONE VENTURES, LLC i °� ` *``♦ ~ °°° _- --- -'' _ - ^ , -_ ' �,,- t --------------
y \ �` WIRE MCE �- -- , ' - _ _ - 41098 37x60' SHED ~� � 3. WETLANDS INFORMATION PROVIDED BY S &ME, INC. RALEIGH, NORTH
DEED BOOK 574 PAGE 89 , 'df
TC 1104.56 �\ \` \ ______- ____ tom'-' - -~ _ s �,� _ \ i EP 1107.52
STOKES COUNTY, NORTH CAROLINA G 1104.12 ``,' \ , ~- - -" °` -- ^ `\ �. -� -Y '" rid,. ° / _ y ,2' WELL - " °,, - -_ _ _ �1 CAROLINA.
\ \ ,.' ti t,_ -__ __` -''' -' %� / 1108.40 ~ 1 f09. `
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BEGINNING AT THE INTERSECTION OF THE WESTERLY RIGHT -OF -WAY LIMITS OF 5 FORKS - __ _ 4- -�__ -� , , r °'� ~ ~ ~~ -- r -" y '`�� '`� �� ';" -- �, /NY 1107.81 - ~7 , ! ; t / P /LP NO{
STREET (VARIABLE WIDTH RIGHT -OF -WAY), WITH THE NORTHERLY RIGHT -OF -WAY LIMITS OF �° ' - \� __ _ �. ___ r-- �' ` ~~ - ~r,,r 'r ' . ~';' d -' 27.5x34.4 y -SORY- ", ^ -, 4 ,
INGRAM DRIVE (VARIABLE WIDTH RIGHT -OF -WAY), THENCE WITH SAID NORTHERLY °~� •11022 -' -�
RIGHT -OF -WAY LIMITS THE FOLLOWING NINE COURSES \`,� ~ �1g406 -- _ - - - - - -- '-'' ' 1118'""' - --° ___---- -- ` -'
AND DISTANCES; IN °- - ^ - - -- ` _ -e \\ (,'" �r -- PROPrj Z TAMP
' ONC. MON. FOUND •11024`4"`-_ ^-- -___ ` ' j -• , � :
1. SOUTH 85° 01' 41" WEST, 117.07 FEET, THENCE; ``Z107.0 \` - -° -- _--- _ - - -�✓ '` %�~ _ ' ' ♦'!~ - .' ;� ° :ti 1111.48 f� 15" RC J
2. CONTINUING SOUTH 82° 33' 41" WET 71 `19(J6.fZ` SENCHMARK 1 86 --' "'' s - - -_ -ti - ---- _____ \`` \,lrf' > ° / d dJ�lo9.65 r �,,' t' ` Oy- ` _ ~M `- Tr - - -M� T M1l,\ ��- / = 110864 t �? 111 .72 / PARCEL 9
WEST, 3 .11 FEET, THENCE; o ` ♦ CONG';_.MDAI -.__ .--f 105° -- ___ 4 ` -_ - - -- -- _ - -__ `i !' -% , r / ° O ` ` 'I> `, _ 1 \, - / LANDSN /F LANDSN /F
o ' \ ELEV=1106.35 - ^ - `, r d . -- _ up w/ �°�, , R- 259.18 - -- ' SBN VENTURES LLC °o
3. CONTINUING, NORTH 07° 13'22" WEST, 15.00 FEET TO A CONCRETE MONUMENT FOUND, -------------- '� , }1'7A ¢ _„ -- "` -R ~ -- ,1111.3 ° ' ' �, CHRISTIANDAVISSTOVER
THENCE; h ^ - - -" --------------------------------- __ �� �`-' "W� -- --- - -- - _g 0 t02 X3,58 i f 11 L?I3 608PG. 167 °o D.B. 380PG. 20
____ ___________ __ '/ - -- °�~ °` °~- \ , GRA7F INLET o, S
_ °~~ i l ''' ' PIN: 599108779832 RIM=
__ L =99.8 '. ! 1 PIN 599108872685
W s ``„ , -- f -'" r _ •111206 °y S10 °35'29" 1° =11071 RATE NET
4. CONTINUING, SOUTH 83° 37' 51" WEST, 99.05 FEET, THENCE; ' ♦` 1106.65 --- --- ---- --- - - - --- - ���� •-' ~_ _ _ ~ r W AREA. 13 S.F. OR 0.085AC.
N 917800 ` -^ _____________ __ _ _ _ - - -- - --- .H /NV 7
' 1 3' �C �` F i SAN MH R /M= =1112.78 3, 7
~�� `�� - - -__ __ - - ---- - - -_ -- \ , ` - --�- -r - ~ ` ' "_ ~° by CHD- 99.20' ' f rE 111223 RiM= 1112.80 APPROX. N 917,800 AV= 110790
5. CONTINUING, SOUTH 87'46'38" WEST, 91.72 FEET TO A CONCRETE MONUMENT FOUND, `` `" - -� - - - -- ` ' -T / RA55 REL ; - ,' `i J lNV A= 1107.12 RIGHT OF WAY CONC.
`\ I - 0 1 ` `` °'�� •1110.19 __ , \ ` , SAN. MH SAIK MH G 1113.65
THENCE; ��ti 107.25 ___________ - a'�2 °�� - -- - ______- -° -- -� ,'`�� _ - -1114 -° -� r o UP 17A3� , 1 / /NV B= 1105.85 -4207 L.F. 6" � MON. P W%TRANS
1 .� _ - - - , y r r s.
- , 1 , , , R/M= 1111.90 RIM= =1114.02
``; - °" ` ; f •111,��2 - , F ; ; ' + -4195 L.F. 6" P W S SWN. 00.6X -461 L.F. 15" FOUND- NO{
TC 110 . s �' �,� ,° L= 453.42' �� - °" t r „ , € lrw A= -41105.60 /rte � -% /MV=11o8.30
6. CONTINUING, 453.42 FEET ALONG THE ARC OF A CURVE TO THE RIGHT, HAVING A G 1108.53 `\ lr� - _ - ° �� �` N`,_ -____ _ - -' 1, . -'� r ; \` 1, t` P.O.B. PARG�EL 1 TIZACTI 4` ,! r'; ; STOP ; , "' INV B= 1101.02 ®23� NO{ CONC. MON. FOUND RCP ®1'2X - - �," ° , PHONE BOX
RADIUS OF 616.17 FEET, A CENTRAL ANGLE OF 42° 09' 46 ", AND A CHORD BEARING AND -�� `° CHB =N67 30 44 W 110824 - , / •111239 ,1 SAN• A/(l P.Q.C. PARCEL 2 sv "'i l.D. SIGN _ _ ^ _ _ �' '
S /GN -- %6.x21 1 -STORY ONC. CURB
DISTANCE OF NORTH 67° 30' 44" WEST, 443.26 FEET TO A CONCRETE MONUMENT FOUND, ~ c __- CHii 3.26' "\ � " R/M= 1184.24 '11135 11 a °� - �f1�22 ' ° 1 ,1 EP 11 Z. W11.8". UTTER
THENCE;'` `.6 11 Og7 -- , ' ' �, W _ -' Op YELLOW CONC. CURB Ll E
G / ✓ , '`A�36J549.55 /NV= 1106.74 ,'985 °01'41 117. O >EP 1 `'�aa� - uNE S86 2 SOLID WHITE s -1
TE° 5 "� 1105.30 % ` •1110.52 't '� o - " - - $�� P.O.R;�ARC 3
W80215707" -- °- _
~ `�\ �'` \. , `, t <__.A B ^ '�, B 15 RC `' _._ W 11.8 GUTTER _..�L� ELEV- 1112.02
�7E INLET tt N07 13 22 W ' 1112 �� __371.11' r' ,` _ -_ ' '° t /NV 1111. , DASHED WHITE LINE RATE INLET
7. NORTH 40'43'02" WEST, 190.62 FEET, THENCE; ~° RIM =11p&.t5 ` eO4G MON. FOUN i'I, " ", 1+ + pd = 9.13 \ £P 111216 pa' -
° -_ °j �' 1113.31 TC 1114.02 111 R /M= 1111.04
° e lNV=11d4�92 MON. FOUND �>10 5 ', ; '3 EP 1 -- EP 111 iJ" -- _ _ _ - EBGE OF fAW,f�E1YI w` '__ A__ - -_ __�
15.00' EP 1111.40 __ .� - i - /1w=11o84s
8. CONTINUING, SOUTH 52 08 50 WEST, 15.00 FEET, THENCE; ` -- r-- r` -- -- , CONGA MON. _---- - - - - --
°� y `\ , '` �-x G--- ---`� OF PAVEMENT -o - �� ,,_ _ C pUNlj`- _ - ,� "
METES AND BOUNDS DESCRIPTION ~ ~~ `° ~ " ~^ ' ' _ m- ' 1 -- 4 - 1 \ - J i14 LF. 12
°y °° 56 4F.\18" '�'sZ3 LF. 15 % < o ° , 1"W ',,99.05 0 - ��- -G EP 1 YEL OW UNE _,` __' ��"-'i OH -- "SEWER EASEMENT RCP ®4OX
` y -- - 7 46 38 W 91.72' --__� 0 37 5 DOUBLE `' . �, ,_ . ____ ° " 12 ` ouN `_
9. CONTINUING, NORTH 38'57'47" WEST, 549.69 FEET, THENCE DEPARTING SAID PARCEL 1 TRACT 2 RCP .00.7�r '''^ � ,,.,...._-== •`='"� ,. + EP 1114.43 y T _ � MI/ -4138 L.F. 6 UP W/rRANS o D.� \44'5 PG. 2008+ t
NORTHERLY RIGHT-OF-WAY LIMITS, AND WITH THE NORTHERLY BOUNDARY LINE OF THE RCP, ®1.1R' _ _ �=J10g pp S� ° 11 - _ -- -G -'- \, 15" RCP �� off
° TC 110893 TC l i0947` ~` -�- _ - - `` MENT '\ "" SON RIM= 1113 SAN. ®3.6R {5061 /MI 1107.47 UP {5061 " --�.:py , RATE INLET
LANDS OF STONE VENTURES, LLC (DEED BOOK 574 PAGE 89), SAID NORTHERLY BOUNDARY LANDS OF ` `\ ` --- --° - - -- EDGES PAVE '° - ` ~ -4116 L F. 6" INV A= 1106.20 501 15 CPP , ' ,, ` -o INV=11 790
G 110522 `'_�' -- -- o /NV= =1111.34
ALSO BEING THE DIVISION LINE BETWEEN THE LANDS OF CHRISTIAN VILLAGE, INC. (DEED STONE VENTURES, LLC '� ffvv=1ilt 4c71� - -.;,.. ,,� C 7772.07 ' _ m Sq�y ®p5� /W B= 1106.02 APPROX. `, /NV=1107.90
\ ,\ ", ° 'f' \`\ '\ _ - ^`> RIGHT OF WAY UP W/%RAd/S ENCHMAR _G L P NO{
BOOK 319 PAGE 345), THE LANDS OF CHRISTIAN VILLAGE HOMES, INC. (DEED BOOK 531 PAGE DEED BOOK 574 PAGE 89 - S/ ` °„ R4TE /N ° _____ -- r�; TC -1112�56 - 15000 CON10 MOM. \ / 0 1 11 ,
1323) AND THE LANDS OF PAMELA K. STROUD, ET AL. (DEED BOOK 641 PAGE 1322) ON THE STOKES COUNTY, NORTH CAROLINA `i \ \�Q '= '''� "� = =1108.28 - ____- `,G 1112.¢4 ` Oy S24 34 43 E 51.40
NORTH, AND SAID LANDS OF STONES VENTURES, LLC ON THE SOUTH; +;tom. �.-` GW- 1104.75 - - - - -' -_ `°` - - X7110.`42 °- ~ " - - �N ONC. MON. -4� LF 12
t + ' - -- �y /((� UTILITY EASEMENT
TT ��jj �o�j 1� OF -WAY 118 D.B. 589 PG 1639 FOUND RGP ®1.0.1
° COMMENCING AT THE INTERSECTION OF THE DIVISION LINE BETWEEN THE LANDS OF STONE `\ t ' -418 L.F. 15 `METES AND BOUNDS DESCRA16 089 �� RIGHT- /
10. NORTH 72 06 52 EAST, 1873.98 FEET TO THE INTERSECTION OF SAID DIVISION LINE, VENTURES, LLC (DEED BOOK 574 PAGE 89) ON THE WEST, AND THE LANDS OF PC -1 ,, RCP �4R' yyID17i ° TC 1111.09
o W WITH THE DIVISION LINE BETWEEN THE SAID LANDS OF STONE VENTURES, LLC ON THE DEVELOPMENT COMPANY, LLC (DEED BOOK 387 PAGE 916) ON THE EAST, WITH THE - `° lNV=110462 PARCEL 2 VA�IABPE l PA 69 PUBLIC ROADWAY / N51 °43'37 "W 125.18' G 1110.63
co WEST, AND THE LANDS OF PC -1 DEVELOPMENT COMPANY, LLC (DEED BOOK 387 PAGE 916) EASTERLY RIGHT -OF -WAY LIMITS OF 5 FORKS STREET (VARIABLE WIDTH RIGHT -OF -WAY), ELEV=1111.47 S25 032'17 "W 27.80'
My LANDS OF
o� ON THE EAST, THENCE WITH SAID DIVISION LINE, THE FOLLOWING TWO COURSES AND THENCE WITH SAID EASTERLY RIGHT -OF -WAY LIMITS, THE FOLLOWING THREE COURSES LANDSN /F -414 L.F. 15
Ca STONE VENTURES, LLC METES AND BOUNDS DESCRIPTION H.R.S. RPORATION
.R.S. RCP 03.62
° DISTANCES; AND DISTANCES; DEED BOOK 574 PAGE 89 PARCEL 3 S -3 h� RATE INLET
?z STOKES COUNTY, NORTH CAROLINA D. B. 36.3 PG. 1193 ELEV 1111.53 MY= 1109.94
2 w 11. SOUTH 000 41'58" WEST, 80.09 FEET, THENCE; A. SOUTH 110 21'16" EAST, 55.14 FEET, THENCE; PIN 599108872654 UP /LP {100T 7 y INV=1107.09
o W GRATE INLET i
W o COMMENCING AT THE INTERSECTION OF THE NORTHERLY RIGHT -OF -WAY LIMITS OF INGRAM DRIVE CHRISTIAN DAVIS STOVER 60 30 15 0 60 //
�Z 12. CONTINUING, SOUTH 11° 21' 12" EAST, 390.88 FEET TO A POINT ON THE SAID WESTERLY B. CONTINUING, SOUTH 01° 20' 28" WEST, 84.91 FEET, THENCE; RIM =1110.28 ';i
a W RIGHT -OF -WAY LIMITS OF 5 FORKS STREET, THENCE WITH SAID WESTERLY RIGHT -OF -WAY (VARIABLE WIDTH RIGHT -OF -WAY), WITH THE WESTERLY RIGHT -OF -WAY LIMITS OF 5 FORKS STREET DEED BOOK 380 PAGE 520
/NV=1107.60 V`
x (VARIABLE WIDTH RIGHT -OF -WAY), THENCE WITH SAID WESTERLY RIGHT -OF -WAY LIMITS, THE STOKES COUNTY, NORTH CAROLINA 0
1-_ LIMITS; C. CONTINUING, SOUTH 13'23'04" WEST, 3.86 FEET TO THE PLACE OF BEGINNING OF THE 1 "= 60' yw
W o HEREIN DESCRIBED PARCEL 1, TRACT 2, THENCE DEPARTING SAID EASTERLY FOLLOWING TWO COURSES AND DISTANCES; J
=m BEGINNING AT A MAG NAIL FOUND MARKING THE INTERSECTION OF THE SOUTHERLY'��
rte- 13. SOUTH 24 ° 37' 26" WEST, 340.18 FEET, THENCE DEPARTING SAID WESTERLY RIGHT-OF-WAY LIMITS, AND WITH THE DIVISION LINE BETWEEN THE LANDS OF STONE
�0 A. 99.82 FEET ALONG THE ARC OF A CURVE TO THE RIGHT, HAVING A RADIUS OF 259.18 FEET, A RIGHT -OF -WAY LIMITS OF INGRAM DRIVE (VARIABLE WIDTH RIGHT -OF -WAY), WITH THE WESTERLY
6o ° RIGHT -OF -WAY LIMITS, AND WITH A LINE THROUGH SAID LANDS OF STONE VENTURES, LLC, VENTURES, LLC (GEED BOOK 574 PAGE 89) ON THE WEST, AND THE SAID LANDS OF PC -1 CENTRAL ANGLE OF 22 ° 03'58", AND A CHORD BEARING AND DISTANCE OF NORTH 100 35'29" EAST, RIGHT -OF -WAY LIMITS OF MAIN STREET (VARIABLE WIDTH RIGHT -OF -WAY), THENCE WITH SAID 7
wLLu) THE FOLLOWING TWO COURSES AND DISTANCES; DEVELOPMENT COMPANY, LLC ON THE EAST; TO: WAL -MART REAL ESTATE BUSINESS TRUST, A DELAWARE STATUTORY TRUSTAND
>0- 99.20 FEET, THENCE; WESTERLY RIGHT -OF -WAY LIMITS, THE FOLLOWING TWO COURSES AND DISTANCES; P
Wu w METRO TITLE COMPANY AS ISSUING AGENT FOR STEWART TITLE GUARANTY COMPANY,
ww W 14. SOUTH 87° 41' 04" WEST, 48.77 FEET, THENCE; 1. SOUTH 13° 23' 04" WEST, 174.42 FEET TO AN IRON PIPE FOUND MARKING THE THEIR SUCCESSORS AND ASSIGNS
=a B. CONTINUING, NORTH 21° 37' 26" EAST, 237.64 FEET TO THE PLACE OF BEGINNING OF THE 1. SOUTH 24° 34' 43" EAST, 51.40 FEET TO A CONCRETE MONUMENT FOUND, THENCE;
w2 W 15. CONTINUING, SOUTH 04° 23' 01" WEST, 150.40 FEET TO A POINT ON THE SAID INTERSECTION OF SAID DIVISION LINE, WITH THE DIVISION LINE BETWEEN THE SAID LANDS THIS IS TO CERTIFY THAT THIS MAP OR PLAT AND THE SURVEY ON WHICH IT IS BASED WERE
of o� WESTERLY RIGHT -OF -WAY LIMITS OF 5 FORKS STREET, THENCE WITH SAID WESTERLY OF STONE VENTURE, LLC ON THE NORTH, AND THE LANDS OF NITESH PATEL AND BHAVINI HEREIN DESCRIBED PARCEL 2, THENCE DEPARTING SAID WESTERLY RIGHT -OF -WAY LIMITS, AND ° MADE IN ACCORDANCE WITH THE 2011 MINIMUM STANDARD DETAIL REQUIREMENTS FOR ALTA /ACSMLAND TITLE ,SURVEY
�12 3 RIGHT -OF -WAY LIMITS, THE FOLLOWING TWO COURSES AND DISTANCES; PATEL ON THE SOUTH, THENCE WITH SAID DIVISION LINE; WITH A LINE THROUGH THE LANDS OF STONE VENTURES, LLC (DEED BOOK 574 PAGE 89), THE 2. CONTINUING, SOUTH 25 32 17" WEST, 27.80 FEET, THENCE DEPARTING SAID WESTERLY ALTA/ACSM LAND TITLE SURVEYS, JOINTLY ESTABLISHED AND ADOPTED BY ALTA AND NSPS,
3: W FOLLOWING TWO COURSES AND DISTANCES; RIGHT -OF -WAY LIMITS AND WITH THE DIVISION LINE BETWEEN THE LANDS OF H.R.S. CORPORATION AND INCLUDES ITEMS 1,2, 3, 4, 5, 6(B), 7(A), 7(8)(1), 7(C), 8, 9, 10(A), 11(8), 13, 14, 16, 17, 18, 19 &
tax
C0� ~ (DEED BOOK 636 PAGE 1193) ON THE SOUTHWEST, AND THE LANDS OF CHRISTIAN DAVIS STOVER INGRAM DRIVE AND
o 16. SOUTH 21'37'26" 37' 26" WEST, 237.64 FEET TO THE BEGINNING OF A CURVE, 2. SOUTH 87° 35' 08" WEST, 27.36 FEET TO A POINT ON THE SAID EASTERLY 20(A) OF TABLE A THEREOF. THE FIELD WORK WAS COMPLETED ON DECEMBER 11, 2013. 5 FORKS STREET
of F_ 1. NORTH 04° 23' 01" EAST, 150.40 FEET, THENCE; (DEED BOOK 380 PAGE 520) ON THE NORTHEAST; `
Qw� RIGHT -OF -NAY LIMITS OF 5 FORKS STREET, THENCE WITH SAID EASTERLY RIGHT -OF -WAY �art , , CITY OF KING
3 17. CONTINUING, 99.82 FEET ALONG THE ARC OF A CURVE TO THE LEFT, HAVING A RADIUS LIMITS; 2. CONTINUING, NORTH 87'41'04" EAST, 48.77 FEET TO A POINT ON THE SAID WESTERLY 3. NORTH 510 43'37" WEST, 125.18 FEET TO A POINT ON THE SAID SOUTHERLY RIGHT -OF -WAY ' STOKES COUNTY, NORTH CAROLINA
1 o W OF 259.18 FEET, A CENTRAL ANGLE OF 220 03'58", AND A CHORD BEARING AND DISTANCE OF
C9oo ° RIGHT -OF -WAY LIMITS OF 5 FORKS STREET, THENCE WITH SAID WESTERLY RIGHT -OF -WAY LIMITS; LIMITS OF INGRAM DRIVE, THENCE WITH SAID SOUTHERLY RIGHT -OF -WAY LIMITS; PIRO ®��
zv_, W SOUTH 10 35' 29" WEST, 99.20 FEET TO THE PLACE OF BEGINNING. 3. NORTH 21 37 13" EAST, 183.76 FEET TO THE PLACE OF BEGINNING. ,
�I-
Lu Z 3. SOUTH 21 ° 37'26" WEST, 163.43 FEET TO THE PLACE OF BEGINNING. 4. SOUTH 86° 22'42" EAST, 89.06 FEET TO THE PLACE OF BEGINNING. FILE NO.
wor CONTAINING 1,503,754 SQUARE FEET OR 34.521 ACRES CONTAINING 2,296 SQUARE FEET OR 0.053 ACRES 22636 DAVIS DRIVE, SUITE 250
ww� NOT VALID UNTIL SEALED a STERLING, VIRGINIA 20164
Z � z - . SNCC138020 �c? BEING PART OF THE SAME PROPERTY AS DESCRIBED IN A TITLE COMMITMENT REPORT BEING PART OF THE SAME PROPERTY AS DESCRIBED IN A TITLE COMMITMENT REPORT CONTAINING 3,642 SQUARE FEET OR 0.084 ACRES CONTAINING 3713 SQUARE FEET OR 0.085 ACRES DATE - 703.709.9501 FAx
]ROBEIRNT ] AIRMI� �T L E N G I N E E R I N G
o PREPARED BY METRO TITLE COMPANY AS ISSUING AGENT FOR STEWART TITLE GUARANTY PREPARED BY METRO TITLE COMPANY AS ISSUING AGENT FOR STEWART TITLE GUARANTY 9
wo C. • DATE NORTH CAROLINA, PL
LC www•bohferengineerinp.com
o n COMPANY FILE NO. MET2013 -01546 WITH AN EFFECTIVE DATE OF SEPTEMBER COMPANY FILE NO. MET2013 -01546 WITH AN EFFECTIVE DATE F SEPTEMBER BEING PART OF THE SAME PROPERTY AS DESCRIBED IN A TITLE COMMITMENT REPORT PREPARED BEING PART OF THE SAME PROPERTY AS DESCRIBED IN A TITLE COMMITMENT REPORT PREPARED NORTH CAROLINA PROFESSIONAL LAND SURVEYOR NO. L -5011
WKO 10, 2013 AND O S EMBER 10, 2013 AND BY METRO TITLE COMPANY AS ISSUING AGENT FOR STEWART TITLE GUARANTY COMPANY, FILE NO. BY METRO TITLE COMPANY AS ISSUING AGENT FOR STEWART TITLE GUARANTY COMPANY, FILE NO. BOHLER ENGINEERING NC PLLC CERTIFICATE OF AUTHORIZATION NO. P -1132 01/06/14 ■ NEW JERSEY ■PENNSYLVANIA ■ NEW YORK ■VIRGINIA ■M,SSACHUSMS ■IVARYLAND ■FLORIDA ■NORTH CAROLINA
way IS SUBJECT TO RESTRICTIONS, COVENANTS AND/ OR EASEMENTS AS CONTAINED THEREIN. IS SUBJECT TO RESTRICTIONS, COVENANTS AND / OR EASEMENTS AS CONTAINED THEREIN.
_° a MET2013- 01546, WITH AN EFFECTIVE DATE OF SEPTEMBER 10, 2013 AND IS SUBJECT TO MET2013- 01546, WITH AN EFFECTIVE DATE OF SEPTEMBER 10, 2013 AND IS SUBJECT TO THIS CERTIFICATION IS MADE TO ONLY NAMED PARTIES FOR PURCHASE AND /OR MORTGAGE OF HEREIN DELINEATED PROPERTY FIELD DATE CREW CHIEF DRAWN REVIEWED APPROVED SCALE DWG. NO.
p W W RESTRICTIONS, COVENANTS AND/ OR EASEMENTS AS CONTAINED THEREIN. RESTRICTIONS, COVENANTS AND/ OR EASEMENTS AS CONTAINED THEREIN. BY THE NAMED PURCHASER. NO RESPONSIBILITY OR LIABILITY Is ASSUMED BY SURVEYOR FOR THE USE of SURVEY FOR ANY
m r � OTHER PURPOSE INCLUDING, BUT NOT LIMITED TO, USE OF SURVEY AFFIDAVIT, RESALE OF PROPERTY, OR TO ANY OTHER
PERSON NOT LISTED IN CERTIFICATION, EITHER DIRECTLY OR INDIRECTLY. 12/11/13 J.Q. S.U. K.A.W. R.C.H. 1" = 60' OF 1

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CONSTRUCT THE DEVELOPMENT.
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GENERAL NOTES
A. PROJECT OFFICE WALL SWPPP POSTINGS:
THE FOLLOWING ITEMS MUST BE POSTED TOGETHER IN A SINGLE, ORGANIZED LOCATION ON A WALL INSIDE THE PROJECT OFFICE: 1)
SWPPP SITE MAPS ( ALL PHAS E S 2 S WPPP DETAIL SHEETS 3 MA P SHOWING LOCATION OF OFFSITE IMPORT
R EXPORT FACILITY; 4
)
RFI SITE SWPPP BINDER 6 SWCT PLACARD; 7 CURRENT OWNER
REVISIONS TO DETAILS, SITE MAPS, OR SWPPP RELAI ED S, 5) ) )
STORMWATER COMPLIANCE TRAINING CERTIFICATES FOR SUPERINTENDENT(S) AND COMPLIANCE OFFICER(S); AND 8) CERTIFICATIONS
AND /OR TRAINING CERTIFICATES REQUIRED TO PERFORM INSPECTIONS BY THE APPLICABLE CONSTRUCTION GENERAL PERMIT OR
AUTHORITY HAVING JURISDICTION.
B. PERMITTED PROJECT AREA:
FOR PURPOSES OF THIS SWPPP AND ASSOCIATED STORMWATER PERMIT, 'PERMITTED PROJECT AREA' IS DEFINED AS ANY AND ALL AREAS
E NOTICE OF INTENT TO THE
F DISTURBANCE, AS SHOWN ON THE S WPPP S ITE MAPS AND IDENTIFIED IN TH
WITHIN THE PROJECT LIMITS O
AGENCY. ALL GROUND - DISTURBING AND CONSTRUCTION - RELATED ACTIVITIES (MATERIAL STORAGE, DUMPSTERS, PARKING AREAS,
PROJECT OFFICE TRAILER, ETC.) MUST BE INCLUDED WITHIN THE PERMITTED PROJECT AREA LIMITS OF DISTURBANCE.
OFFSITE AREA(S) TO BE DISTURBED AS PART OF THIS PROJECT (NOT ON OWNER PROPERTY):
ROADWAY IMPROVEMENTS TO INGRAM DRIVE AND 5 FORKS STREET.
ALL AREAS OUTSIDE THE PERMITTED PROJECT AREA (I.E., LIMITS OF DISTURBANCE) ACQUIRED FOR USE BY THE GC OR A
SUBCONTRACTOR OF THE GC (BORROW SOURCES, DISPOSAL AREAS, ETC.) MUST BE MANAGED IN ACCORDANCE WITH APPENDIX E - TAB
21 OF THE 02370 SPECIFICATION. THE CONTRACTOR IS REQUIRED TO LOCATE OFFICE TRAILERS AND MATERIAL STORAGE AREAS FOR THE
PROJECT WITHIN THE LIMITS OF DISTURBANCE. THE CONTRACTOR MAY REQUEST USE OF OFF -SITE LOCATIONS FOR OFFICE TRAILERS OR
NON - ERODIBLE MATERIAL STORAGE; HOWEVER, APPROVAL MUST BE OBTAINED FROM THE CONSTRUCTION MANAGER, THE CEC AND THE
WAL -MART SWCT PRIOR TO THEIR USE. REQUESTS WILL BE REVIEWED ON A CASE BY CASE BASIS AND IF APPROVED, LIMITATIONS ON USE
WILL BE PROVIDED BY THE CEC.
C. SPECIAL PROJECT AREAS:
THERE ARE NO SPECIAL PROJECTS, LOCATED BEYOND THE OWNER PERMITTED PROJECT AREA, REQUIRING INSPECTION AND
MAINTENANCE ASSOCIATED WITH THIS CONSTRUCTION PROJECT.
D.1 NON - STORMWATER DISCHARGES:
THE GENERAL PERMIT FOR STORMWATER DISCHARGES ASSOCIATED WITH CONSTRUCTION ACTIVITIES PROHIBITS MOST
NON - STORMWATER DISCHARGES DURING THE CONSTRUCTION PHASE. ALLOWABLE NON - STORMWATER DISCHARGES THAT OCCUR
DURING CONSTRUCTION ON THIS PROJECT ARE INCLUDED IN THE FOLLOWING LIST FROM SECTION 1.3 OF THE US EPA CONSTRUCTION
GENERAL PERMIT:
• DISCHARGES FROM EMERGENCY FIRE - FIGHTING ACTIVITIES
• FIRE HYDRANT FLUSHINGS
• LANDSCAPE IRRIGATION
• WATER USED TO WASH VEHICLES AND EQUIPMENT, PROVIDED THAT THERE IS NO DISCHARGE OF SOAPS, SOLVENTS, OR DETERGENTS
USED FOR SUCH PURPOSES
• WATER USED TO CONTROL DUST
• POTABLE WATER INCLUDING UNCONTAMINATED WATER LINE FLUSHINGS
• ROUTINE EXTERNAL BUILDING WASHDOWN THAT DOES NOT USE DETERGENTS
• PAVEMENT WASH WATERS PROVIDED SPILLS OR LEAKS OF TOXIC OR HAZARDOUS MATERIALS HAVE NOT OCCURRED (UNLESS ALL SPILL
MATERIAL HAS BEEN REMOVED) AND WHERE DETERGENTS ARE NOT USED. YOU ARE PROHIBITED FROM DIRECTING PAVEMENT WASH
WATERS DIRECTLY INTO ANY SURFACE WATER, STORM DRAIN INLET, OR STORMWATER CONVEYANCE, UNLESS THE CONVEYANCE IS
R SIMILARLY EFFECTIVE CONTROL
NE
CON TRAP
TED TO A SEDIMENT BASIN SEDIMENT O C
• UNCONTAMINATED AIR CONDITIONING OR COMPRESSOR CONDENSATE
• UNCONTAMINATED, NON - TURBID DISCHARGES OF GROUND WATER OR SPRING WATER
• FOUNDATION OR FOOTING DRAINS WHERE FLOWS ARE NOT CONTAMINATED WITH PROCESS MATERIALS SUCH AS SOLVENTS OR
CONTAMINATED GROUND WATER
• CONSTRUCTION DEWATERING WATER THAT HAS BEEN TREATED BY AN APPROPRIATE CONTROL
BEST MANAGEMENT PRACTICES (BMPS) MUST BE IMPLEMENTED FOR THE GENERAL PERMIT ALLOWABLE DISCHARGES FOR THE DURATION
OF THE PERMIT. THE TECHNIQUES DESCRIBED IN THIS SWPPP FOCUS ON PROVIDING CONTROL OF POLLUTANT DISCHARGES WITH
PRACTICAL APPROACHES THAT UTILIZE READILY AVAILABLE EXPERTISE, MATERIAL, AND EQUIPMENT.
NON - STORMWATER COMPONENTS OF SITE DISCHARGES MUST BE UNCONTAMINATED, NON - TURBID WATER. ALL NON - STORMWATER
DISCHARGES MUST BE ROUTED TO A STORMWATER CONTROL PRIOR TO DISCHARGE. WATER USED FOR CONSTRUCTION WHICH
DISCHARGES FROM THE SITE MUST ORIGINATE FROM A PUBLIC WATER SUPPLY OR PRIVATE WELL APPROVED BY THE STATE HEALTH
DEPARTMENT. WATER USED FOR CONSTRUCTION THAT DOES NOT ORIGINATE FROM AN APPROVED PUBLIC SUPPLY MUST NOT
DISCHARGE FROM THE SITE; IT CAN BE RETAINED IN RETENTION PONDS UNTIL IT INFILTRATES OR EVAPORATES. WHEN NON - STORMWATER
IS DISCHARGED FROM THE SITE, IT MUST BE DONE IN A MANNER SUCH THAT IT DOES NOT CAUSE EROSION OF THE SOIL DURING
DISCHARGE.
D.2 POWER WASHING:
PROCESS WATER SUCH AS POWER WASHING WATER AND CONCRETE CUTTING EFFLUENT, AMONG OTHERS, MUST BE COLLECTED FOR
TREATMENT AND DISPOSAL. IT MUST NOT BE FLUSHED INTO THE SITE STORM DRAIN SYSTEM OR DISCHARGED OFF -SITE.
E. DISCHARGE POINTS:
ALL DISCHARGE POINTS MUST BE INSPECTED TO DETERMINE WHETHER EROSION AND SEDIMENTATION CONTROL MEASURES ARE
EFFECTIVE IN PREVENTING DISCHARGE OF SEDIMENT FROM THE SITE AND /OR IMPACTS TO RECEIVING WATERS. SEDIMENT
ACCUMULATION DOWNGRADIENT OF DISCHARGE LOCATIONS SHALL BE REPORTED AS A SEDIMENT DISCHARGE (SEE APPENDIX E - TAB 14,
SEDIMENT RELEASES, OF THE 02370 SPECIFICATION) AND THE POTENTIAL UPSTREAM CAUSE SHALL BE INVESTIGATED TO PREVENT
FUTURE OCCURRENCE. CONTACT THE CM, CEC AND SWCT TO DETERMINE APPROPRIATE ACTION FOR CLEANUP OF DISCHARGED
SEDIMENT THAT MAY BE OUTSIDE OF THE LIMITS OF DISTURBANCE. SEE SAMPLING AND MONITORING OF EFFLUENT PLAN (IF APPLICABLE).
F. SITE STORMWATER OUTFLOW DESCRIPTION:
THE SITE HAS BEEN DESIGNED SO THAT STORMWATER RUNOFF IS CONVEYED TO THE NECESSARY INLETS, TEMPORARY SKIMMER BASINS,
AND SEDIMENT BASIN (DURING CONSTRUCTION) TO CONTROL RUNOFF. THE DETAINED RUNOFF IS THEN DISCHARGED THROUGH
SKIMMERS /RISER TO AN UNNAMED TRIBUTARY THAT IS LESS THAN 0.01 MILES WEST OF THE SITE. THE TRIBUTARY FLOWS ±0.69 MILES
NORTH TO CROOKED RUN CREEK WHICH IS THE ULTIMATE OUTFALL FOR THE WALMART SUPERCENTER PARCEL. THE RECEIVING
UNNAMED WATERS FOR THE WALMART PROPERTY ARE LOCATED APPROXIMATELY 0.01 MILES WEST OF THE SITE AT APPROXIMATELY
36 °15'55.00" N, 80 °21'56.99" W, OR 36.265278 N, 80.365833 W. THE ULTIMATE OUTFALL FOR THE WALMART SUPERCENTER PARCEL IS
LOCATED ±0.69 MILES NORTH AT APPROXIMATELY 36 °16'23.34" N, 80 °22'11.65" W, OR 36.273151 N, 80.369904 W. THE SIGN PARCEL
DISCHARGES INTO AN INLET LOCATED ALONG SOUTH MAIN STREET THAT DISCHARGES INTO A STORMSEWER THAT IS LESS THAN 0.01
MILES TO THE SOUTHWEST OF T;iE PARCEL AT APPROXIMATELY 36 °15'48.99" N, 80. 21'44.99" W, OR 36.263611 N, 80.3625 W. THE
STORMSEWER EVENTUALLY DISCHARGES INTO PARKERS CREEK WHICH IS LOCATED ±1.30 MILES TO THE SOUTHEAST OF THE SIGN
PARCEL AT APPROXIMATELY 36 °15'00.81" N, 80 °21'4.83" W, OR 36.250226 N, 80.351343 W. NONE OF THE RECEIVING WATERS ARE LISTED AS
IMPAIRED.
]EROSION AND SEDIMENT CONTRO]L NOTES
A. CONTRACTOR SHALL IMPLEMENT BEST MANAGEMENT PRACTICES AS REQUIRED BY THIS STORM WATER POLLUTION PREVENTION PLAN.
ADDITIONAL BEST MANAGEMENT PRACTICES SHALL BE IMPLEMENTED AS DICTATED BY CONDITIONS AT NO ADDITIONAL COST OF OWNER
RASE
THROUGHOUT ALL PHASES O F CONSTRUCTION.
B. BEST MANAGEMENT PRACTICES (BMP'S) AND CONTROLS SHALL CONFORM TO FEDERAL, STATE, OR LOCAL REQUIREMENTS OR MANUAL
OF PRACTICE, AS APPLICABLE. CONTRACTOR SHALL IMPLEMENT ADDITIONAL CONTROLS AS DIRECTED BY PERMITTING AGENCY OR
OWNER.
C. SITE MAP MUST CLEARLY DELINEATE ALL STATE WATERS. PERMITS FOR ANY CONSTRUCTION ACTIVITY IMPACTING STATE WATERS OR
REGULATED WETLANDS MUST BE MAINTAINED ON SITE AT ALL TIMES.
D. CONTRACTOR TO LIMIT DISTURBANCE OF SITE IN STRICT ACCORDANCE WITH SWPPP IMPLEMENTATION SEQUENCE, OR AS REQUIRED BY
THE APPLICABLE GENERAL PERMIT. NO UNNECESSARY OR IMPROPERLY SEQUENCED CLEARING AND /OR GRADING SHALL BE PERMITTED.
UPON COMPLETION OF
Y MUST BE STABILIZED IMMEDIATELY L U
AREAS THAT WILL BE INACTIVE FOR 7 DAYS O R MORE
E. ALL DENUDED /BARE E S
MOST RECENT GRADING ACTIVITY, WITH THE USE OF FAST - GERMINATING ANNUAL GRASS /GRAIN VARIETIES, STRAW /HAY MULCH, WOOD
CELLULOSE FIBERS, TACKIFIERS, NETTING AND /OR BLANKETS. COMPLETION MUST BE ACHIEVED WITHIN 7 DAYS.
F. DISTURBED PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITY HAS PERMANENTLY STOPPED SHALL BE PERMANENTLY
STABILIZED AS SHOWN ON THE PLANS. THESE AREAS SHALL BE SEEDED, SODDED, AND /OR VEGETATED IMMEDIATELY, AND COMPLETED
NO LATER THAN 7 DAYS AFTER THE LAST CONSTRUCTION ACTIVITY OCCURRING IN THESE AREAS. REFER TO THE GRADING PLAN AND /OR
LANDSCAPE PLAN.
G. SLOPES SHALL BE LEFT IN A ROUGHENED CONDITION DURING THE GRADING PHASE TO REDUCE RUNOFF VELOCITIES AND EROSION.
TEMPORARY AND /OR PERMANENT STABILIZATION SHALL BE APPLIED PER REQUIREMENTS IN THESE E &S CONTROL NOTES.
H. DUE TO THE GRADE CHANGES DURING THE DEVELOPMENT OF THE PROJECT, THE CONTRACTOR SHALL BE RESPONSIBLE FOR
ADJUSTING THE EROSION AND SEDIMENT CONTROL MEASURES (SILT FENCES, ETC.) TO PREVENT EROSION AND POLLUTANT DISCHARGE
OFF -SITE.
I. ALL MEASURES STATED ON THIS SITE MAP, AND IN THE STORM WATER POLLUTION PREVENTION PLAN, SHALL BE MAINTAINED IN FULLY
FUNCTIONAL CONDITION UNTIL NO LONGER REQUIRED FOR A COMPLETED PHASE OF WORK OR FINAL STABILIZATION OF THE SITE. ALL
EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE CHECKED BY A QUALIFIED PERSON IN ACCORDANCE WITH THE
CONTRACT DOCUMENTS OR THE APPLICABLE PERMIT, WHICHEVER IS MORE STRINGENT, AND REPAIRED IN ACCORDANCE WITH THE SITE
PLANS.
J. STORM WATER POLLUTANT CONTROL MEASURES INSTALLED DURING CONSTRUCTION, THAT WILL ALSO PROVIDE STORM WATER
MANAGEMENT AFTER CONSTRUCTION, ARE INCLUDED IN THE CONTRACT DOCUMENTS. THE SITE - SPECIFIC POST CONSTRUCTION STORM
WATER OPERATION AND MAINTENANCE (O &M) MANUAL IS INCLUDED IN THE CONTRACT DOCUMENTS.
K. ALL PERMANENT CONTROLS AND SYSTEMS MUST BE INSTALLED AND FUNCTIONING AS DESIGNED AND FREE OF ACCUMULATED
SEDIMENT AND DEBRIS DURING FINAL PROJECT INSPECTION AND APPROVAL.
NCDENR STANDARD NOTES_
1. ON -SITE BURIAL PITS ARE NOT ALLOWED AT ANY LOCATION WITHIN THE CITY OF KING.
2. ANY GRADING BEYOND THE LIMITS OF CONSTRUCTION SHOWN ON THIS PLAN IS SUBJECT TO A FINE.
3. GRADING 1 ACRE OR MORE WITHOUT AN APPROVED EROSION CONTROL PLAN IS A VIOLATION AND SUBJECT TO A FINE.
4. GROUND STABILIZATION MUST OCCUR WITHIN 7 DAYS ON PERIMETER AREAS AND SLOPES GREATER THAN 3:1, AND GROUND
STABILIZATION MUST OCCUR WITHIN 7 DAYS ON OTHER AREAS.
5. BASIN OUTLET STRUCTURES WITH DRAINAGE AREAS EQUAL OR GREATER THAN ONE ACRES MUST WITHDRAW WATER FROM THE
SURFACE.
6. ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT MAY BE REQUIRED BY THE NCDENR EROSION CONTROL INSPECTOR.
7. ALL ELEVATIONS ARE IN REFERENCE TO THE SURVEYORS BENCHMARK WHICH MUST BE VERIFIED BY THE GENERAL CONTRACTOR PRIOR
TO GROUND BREAKING.
8. ALL EROSION CONTROL MEASURES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE N.C. EROSION AND SEDIMENT CONTROL
PLANNING AND DESIGN MANUAL, U.S. DEPT. OF AGRICULTURE, AND ANY APPLICABLE LOCAL LAWS AND CODES.
9. PERMANENT CUT AND FILL SLOPES PLACED ON A SUITABLE FOUNDATION SHOULD BE CONSTRUCTED AT 2:1 (HORIZONTAL TO VERTICAL)
OR FLATTER. PERMANENT SLOPES OF 3:1 SHOULD BE CONSTRUCTED WHERE MOWING IS DESIRABLE AND AS INDICATED. IF FILL
MATERIAL IS BROUGHT ONTO THE PROPERTY OR IF WASTE MATERIAL IS HAULED FROM THE PROPERTY THEN THE CONTRACTOR SHALL
DISCLOSE THE LOCATION OF ANY ON -SITE AND /OR OFF -SITE BORROW LOCATION AND /OR WASTE BURIAL LOCATION TO THE EROSION
CONTROL INSPECTOR.
10. LIMITS OF CLEARING SHOWN ARE BASED ON CUT AND FILL SLOPES OR OTHER GRADING REQUIREMENTS.
11. CONTRACTOR SHALL INSTALL ALL EROSION CONTROL MEASURES AS INDICATED PRIOR TO GRADING OPERATIONS. NO DEVICE MAY BE
REMOVED WITHOUT APPROVAL OF EROSION CONTROL COORDINATOR.
12. CONTRACTOR SHALL BLEND NEW EARTHWORK SMOOTHLY WITH EXISTING CONTOURS.
13. ALL DISTANCES ARE HORIZONTAL GROUND.
14. TOTAL DENUDED AREA = 24.50 AC
15. ANCHOR SILT FENCE WITH COMPACTED BACKFILL ON TREE PROTECTION ZONES. DO NOT BURY.
16. ALL EROSION CONTROL DEVICES SHOULD BE CHECKED PERIODICALLY AND AFTER EVERY MAJOR STORM EVENT. IF ANY FAILURES ARE
FOUND, THEY SHOULD BE REPAIRED AS SOON AS POSSIBLE.
17. ANY ASSOCIATED DEMOLITION PERMITS AND METHODS OF DEMOLITION ARE TO BE OBTAINED AND ARRANGED BY THE CONTRACTOR
PRIOR TO CONSTRUCTION.
18. SEDIMENT TRAPS AND BASINS NEED TO BE STABILIZED IMMEDIATELY AFTER INSTALLATION.
19. STONE OUTLETS SHOULD BE INSTALLED AT LOW POINTS OF THE SILT FENCING, BASED ON FIELD CONDITIONS.
20. EFFECTIVE OCTOBER 1, 2010, PERSONS RESPONSIBLE FOR LAND DISTURBING ACTIVITIES MUST INSPECT A PROJECT AFTER EACH PHASE
OF THE PROJECT TO MAKE SURE THAT THE APPROVED EROSION AND SEDIMENTATION CONTROL PLAN IS BEING FOLLOWED.
SELF - INSPECTION REPORTS ARE REQUIRED._A SAMPLE SELF - INSPECT ►ON. REPORT,-AS WELL, -AS DETAILS OF THE SELF-INSPECTION
PROGRAM, CAN BE FOUND ON THE LAND QUALITY WEBSITE. IF YOU HAVE QUESTIONS OF THE SELF - INSPECTION PROGRAM, PLEASE
CONTACT (704) 663 -1699.
ANY HAZARDOUS OR POTENTIALLY HAZARDOUS MATERIAL THAT IS BROUGHT ONTO THE CONSTRUCTION SITE SHALL BE HANDLED PROPERLY
TO REDUCE THE POTENTIAL FOR STORMWATER POLLUTION. ALL MATERIALS USED ON THIS CONSTRUCTION SITE SHALL BE PROPERLY
STORED HANDLED DISPENSED AND DISPOSED OF FOLLOWING ALL APPLICABLE LABEL DIRECTIONS. FLAMMABLE AND COMBUSTIBLE LIQUIDS UIDS
SHALL BE STORED AND HANDLED ACCORDING TO APPLICABLE REGULATIONS, AND, AT A MINIMUM, ACCORDING TO 29 CFR 1926.152. ONLY
APPROVED CONTAINERS AND PORTABLE TANKS SHALL BE USED FOR STORAGE AND HANDLING OF FLAMMABLE AND COMBUSTIBLE LIQUIDS.
MATERIAL SAFETY DATA SHEETS (MSDS) INFORMATION SHALL BE KEPT ON SITE FOR ANY AND ALL APPLICABLE MATERIALS, HOWEVER, MSDS
MAY ALSO BE ACCESSED V;A TELEPHONE OR OTHER ELECTRONIC MEANS OR APPARATUS.
IN THE EVENT OF AN ACCIDENTAL SPILL, IMMEDIATE ACTION SHALL BE TAKEN BY THE GC TO CONTAIN AND REMOVE THE SPILLED MATERIAL.
REQUIRED UNDER THE PROVISIONS OF
IN THE REQUIRED TIME FRAMES S
A RE Q
THE SPILL SHALL BE REPORTED TO THE APPROPRIATE AGENCIES Q
THE CLEAN WATER ACT, ANY SPILL OR DISCHARGE ENTERING WATERS OF THE UNITED STATES SHALL BE PROPERLY REPORTED.
ALL HAZARDOUS MATERIALS, INCLUDING CONTAMINATED SOIL AND LIQUID CONCRETE WASTE, SHALL BE DISPOSED OF BY THE CONTRACTOR
IN THE MANNER SPECIFIED BY FEDERAL, STATE AND LOCAL REGULATIONS AND BY THE MANUFACTURER OF SUCH PRODUCTS.
THE GC SHALL PREPARE A WRITTEN RECORD OF ANY SPILL AND ASSOCIATED CLEAN -UP ACTIVITIES OF PETROLEUM PRODUCTS OR
HAZARDOUS MATERIALS IN EXCESS OF 1 GALLON OR REPORTABLE QUANTITIES, WHICHEVER IS LESS, ON THE DAY OF THE SPILL. THE GC
SHALL PROVIDE NOTICE TO OWNER, VIA THE ONLINE CRITICAL INCIDENT REPORT, IMMEDIATELY UPON IDENTIFICATION OF ANY SPILL. SPILL
REPORT FORMS ARE AVAILABLE IN THE ONLINE SWPPP REPORTING SYSTEM PROVIDED BY THE OWNER. COPIES OF SPILL CRITICAL INCIDENT
REPORTS SHALL BE PRINTED AND MAINTAINED IN THE JOBSITE BINDER.
ANY SPILLS OF PETROLEUM PRODUCTS OR HAZARDOUS MATERIALS IN EXCESS OF REPORTABLE QUANTITIES AS DEFINED BY EPA OR THE
STATE OR LOCAL AGENCY REGULATIONS, SHALL BE IMMEDIATELY REPORTED TO THE EPA NATIONAL RESPONSE CENTER (1- 800 -424 -8802) AND
NCDENR (252- 975 -3716)
THE STATE REPORTABLE QUANTITY FOR PETROLEUM PRODUCTS IS:
IF THE PETROLEUM DISCHARGED, RELEASED OR SPILLED:
IS 25 GALLONS OR MORE, OR CAUSES A SHEEN ON NEARBY SURFACE WATERS, OR IS 1000 FEET OR LESS FROM SURFACE WATER BODIES;
THEN THE PERSON OWNING OR HAVING CONTROL OVER THE OIL MUST IMMEDIATELY TAKE MEASURES TO COLLECT AND REMOVE THE
DISCHARGE, AND REPORT THE DISCHARGE TO NCDENR WITHIN 24 HOURS OF DISCHARGE, AND BEGIN TO RESTORE AREA AFFECTED BY
DISCHARGE.
IS 25 GALLONS OR LESS, DOES NOT CAUSE A SHEEN ON NEARBY SURFACE WATERS, OR IS 1000 FEET OR MORE FROM SURFACE WATER
BODIES; THEN THE PERSON OWNING OR HAVING CONTROL OVER THE OIL MUST IMMEDIATELY TAKE MEASURES TO COLLECT AND REMOVE THE
DISCHARGE. IF IT CAN NOT BE CLEANED UP WITHIN 24 HOURS OF THE DISCHARGE, THE OWNER MUST REPORT THE DISCHARGE TO NCDENR,
AND BEGIN TO RESTORE AREA AFFECTED BY DISCHARGE.
THE REPORTABLE QUANTITY FOR HAZARDOUS MATERIALS CAN BE FOUND IN 40 CFR 302 AND
WWW.NCGA. STATE. NC. US /STATUTRES_1N_HTML /CHP430.HTML. THE ACTS STARTS AT ARTICLE 21A, 143 -21.75
TO MINIMIZE THE POTENTIAL FOR A SPILL OF PETROLEUM PRODUCT OR HAZARDOUS MATERIALS TO COME IN CONTACT WITH STORMWATER,
THE FOLLOWING STEPS SHALL BE IMPLEMENTED:
1) ALL MATERIALS WITH HAZARDOUS PROPERTIES, SUCH AS PESTICIDES, PETROLEUM PRODUCTS, FERTILIZERS, SOAPS, DETERGENTS,
CONSTRUCTION CHEMICALS, ACIDS, BASES, PAINTS, PAINT SOLVENTS, ADDITIVES FOR SOIL STABILIZATION, CONCRETE, CURING
COMPOUNDS AND ADDITIVES, ETC., SHALL BE STORED IN A SECURE LOCATION, UNDER COVER AND IN APPROPRIATE, TIGHTLY SEALED
CONTAINERS WHEN NOT IN USE.
2) THE MINIMUM PRACTICAL QUANTITY OF ALL SUCH MATERIALS SHALL BE KEPT ON THE JOB SITE AND SCHEDULED FOR DELIVERY AS CLOSE
TO TIME OF USE AS PRACTICAL.
3) A SPILL CONTROL AND CONTAINMENT KIT (CONTAINING FOR EXAMPLE, ABSORBENT MATERIAL SUCH AS KITTY LITTER OR SAWDUST, ACID,
BASE, NEUTRALIZING AGENT, BROOMS, DUST PANS, MOPS, RAGS, GLOVES, GOGGLES, PLASTIC AND METAL TRASH CONTAINERS, ETC.)
SHALL BE PROVIDED AT THE CONSTRUCTION SITE AND ITS LOCATION(S) SHALL BE IDENTIFIED WITH LEGIBLE SIGNAGE AND SHOWN ON
SITE MAPS.
a. THE SPILL CONTROL AND CONTAINMENT KIT SUPPLIES SHALL BE OF SUFFICIENT QUANTITIES AND APPROPRIATE CONTENT TO
CONTAIN A SPILL FROM THE LARGEST ANTICIPATED PIECE OF EQUIPMENT AND FROM THE LARGEST ANTICIPATED QUANTITIES OF
PRODUCTS STORED ON THE SITE AT ANY GIVEN TIME.
b. CONTENTS SHALL BE INSPECTED DAILY DURING THE DAILY STORMWATER INSPECTION.
4) ALL PRODUCTS SHALL BE STORED IN AND USED FROM THE ORIGINAL CONTAINER WITH THE ORIGINAL PRODUCT LABEL. CONTAINERS
MUST BE STORED IN A MANNER TO PROTECT THEM FROM THE ELEMENTS AND INCIDENTAL DAMAGE.
5) ALL PRODUCTS SHALL BE USED IN STRICT COMPLIANCE WITH INSTRUCTIONS ON THE PRODUCT LABEL.
6) THE DISPOSAL OF EXCESS OR USED PRODUCTS SHALL BE IN STRICT COMPLIANCE WITH INSTRUCTIONS ON THE PRODUCT LABEL AND
REGULATIONS.
•q '+ -0.01 MILES TO ITN - NAMED
RECEIVING WATERS
if 36-15'55.00" N, 80° 21'56.99" W
)_� 36.265278 N, 80.365833 W
* t ULTIMATE OUTFALL TO CROOKED
RUN CREEK 10.69 MILES
36 °16'23.34" N, 80 °22'11.65" W
4 `
36.273151 N 80.36J904 W
w.,
tt
36° 15' 48.99" N, 80° 21' 44.99" W
35.263611 N, 80.3625 W
ULTIMATE OUTFALL TO PARKERS CREEK
11.30 MILES
36 °15'00.81" N, 80°21'4.83" W
36.250226 N,80.351343W
°d" . ,1
SITE COORDINATES II -
36° 15'55.00" N, 80° 21'52.99" W
36.265278 N, 80.364722 W
a
� ,� ■ { M L !F
D
t r
NOT • SCALE
+401 MILES TO UN -NAMED
RECEIVING WATERS
36° 15'55.00" N, 80° 21'56.99" W
36.265278 N, 80.365833 W
ULTIMATE OUTFALL TO CROOKED
RUN CREEK ±0.69 MILES
lof 36 °16'23.34" N, 80 °22'11.65" W
36.273151 N, 80.369904 W
OG
m
A
-mot
J
ND60YE RD
SITE
y'f'O
�p +401 MILES TO STORMSE ER
36° 15'48.99" N, 80° 21'44.99" W
35.263611 N 9 80.3625 W
ULTIMATE OUTFACE TO PARKERS CREEK
11.30 MILES
36 °15'00.81" N, 80 °21'4.83" W
36.250226 N, 80.351343W
iITE LOCATION MAP
� � � -�aa.) 0 CGS M! �
V = 2000'
DEVELOPER /OWNER:
WAL -MART REAL ESTATE
BUSINESS TRUST
MAIL STOP 5570
2001 SE 10TH STREET
BENTONVILLE, AR
72716 -5570
479 - 204 -1195
SITE OPERATOR /GENERAL CONTRACTOR:
ISUPERINTENDENT: I
IMPORTANT: GC MUST SIGN ALL PLAN SHEETS
AND ANY NEW PLAN SHEETS ISSUED BY THE CEC.
REVISIONS BY
DRAWN
N
0
I, l
I/.
CHECKED
KJC
s
•q '+ -0.01 MILES TO ITN - NAMED
RECEIVING WATERS
if 36-15'55.00" N, 80° 21'56.99" W
)_� 36.265278 N, 80.365833 W
* t ULTIMATE OUTFALL TO CROOKED
RUN CREEK 10.69 MILES
36 °16'23.34" N, 80 °22'11.65" W
4 `
36.273151 N 80.36J904 W
w.,
tt
36° 15' 48.99" N, 80° 21' 44.99" W
35.263611 N, 80.3625 W
ULTIMATE OUTFALL TO PARKERS CREEK
11.30 MILES
36 °15'00.81" N, 80°21'4.83" W
36.250226 N,80.351343W
°d" . ,1
SITE COORDINATES II -
36° 15'55.00" N, 80° 21'52.99" W
36.265278 N, 80.364722 W
a
� ,� ■ { M L !F
D
t r
NOT • SCALE
+401 MILES TO UN -NAMED
RECEIVING WATERS
36° 15'55.00" N, 80° 21'56.99" W
36.265278 N, 80.365833 W
ULTIMATE OUTFALL TO CROOKED
RUN CREEK ±0.69 MILES
lof 36 °16'23.34" N, 80 °22'11.65" W
36.273151 N, 80.369904 W
OG
m
A
-mot
J
ND60YE RD
SITE
y'f'O
�p +401 MILES TO STORMSE ER
36° 15'48.99" N, 80° 21'44.99" W
35.263611 N 9 80.3625 W
ULTIMATE OUTFACE TO PARKERS CREEK
11.30 MILES
36 °15'00.81" N, 80 °21'4.83" W
36.250226 N, 80.351343W
iITE LOCATION MAP
� � � -�aa.) 0 CGS M! �
V = 2000'
DEVELOPER /OWNER:
WAL -MART REAL ESTATE
BUSINESS TRUST
MAIL STOP 5570
2001 SE 10TH STREET
BENTONVILLE, AR
72716 -5570
479 - 204 -1195
SITE OPERATOR /GENERAL CONTRACTOR:
ISUPERINTENDENT: I
IMPORTANT: GC MUST SIGN ALL PLAN SHEETS
AND ANY NEW PLAN SHEETS ISSUED BY THE CEC.
REVISIONS BY
DRAWN
JBW
I, l
I/.
CHECKED
•q '+ -0.01 MILES TO ITN - NAMED
RECEIVING WATERS
if 36-15'55.00" N, 80° 21'56.99" W
)_� 36.265278 N, 80.365833 W
* t ULTIMATE OUTFALL TO CROOKED
RUN CREEK 10.69 MILES
36 °16'23.34" N, 80 °22'11.65" W
4 `
36.273151 N 80.36J904 W
w.,
tt
36° 15' 48.99" N, 80° 21' 44.99" W
35.263611 N, 80.3625 W
ULTIMATE OUTFALL TO PARKERS CREEK
11.30 MILES
36 °15'00.81" N, 80°21'4.83" W
36.250226 N,80.351343W
°d" . ,1
SITE COORDINATES II -
36° 15'55.00" N, 80° 21'52.99" W
36.265278 N, 80.364722 W
a
� ,� ■ { M L !F
D
t r
NOT • SCALE
+401 MILES TO UN -NAMED
RECEIVING WATERS
36° 15'55.00" N, 80° 21'56.99" W
36.265278 N, 80.365833 W
ULTIMATE OUTFALL TO CROOKED
RUN CREEK ±0.69 MILES
lof 36 °16'23.34" N, 80 °22'11.65" W
36.273151 N, 80.369904 W
OG
m
A
-mot
J
ND60YE RD
SITE
y'f'O
�p +401 MILES TO STORMSE ER
36° 15'48.99" N, 80° 21'44.99" W
35.263611 N 9 80.3625 W
ULTIMATE OUTFACE TO PARKERS CREEK
11.30 MILES
36 °15'00.81" N, 80 °21'4.83" W
36.250226 N, 80.351343W
iITE LOCATION MAP
� � � -�aa.) 0 CGS M! �
V = 2000'
DEVELOPER /OWNER:
WAL -MART REAL ESTATE
BUSINESS TRUST
MAIL STOP 5570
2001 SE 10TH STREET
BENTONVILLE, AR
72716 -5570
479 - 204 -1195
SITE OPERATOR /GENERAL CONTRACTOR:
ISUPERINTENDENT: I
IMPORTANT: GC MUST SIGN ALL PLAN SHEETS
AND ANY NEW PLAN SHEETS ISSUED BY THE CEC.
REVISIONS BY
DRAWN
JBW
CHECKED
KJC
DATE
1/7/15
SCALE
AS NOTED
JOB No.
NCC 138020
SHEET
sw-

IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THIS PROJECT
WORK SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIVE TO
THE SPECIFICATIONS OR APPLICABLE CODES, IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD IN
WRITING PRIOR TO THE START OF CONSTRUCTION. FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUTE
ACCEPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF THE WORK AS DEFINED BY THE DRAWINGS AND IN
I^
INGRAM DRIVE
PHASE I LIMITS OF Wf0llRK
NOT TO SCALE
s:
SW P]PJP I M]PL]EMEIEN7CATION SEQUENCE
NOTE: UPON IMPLEMENTATION AND INSTALLATION OF THE FOLLOWING AREAS: TRAILER, PARKING, LAY DOWN, PORTA - POTTY, WHEEL WASH, CONCRETE
WASHOUT, MASON'S AREA, FUEL AND MATERIAL STORAGE AREAS /CONTAINERS, SOLID WASTE CONTAINERS, ET(:., IMMEDIATELY DENOTE THEM ON THE
SITE MAPS AND NOTE ANY CHANGES IN LOCATION AS THEY OCCUR THROUGHOUT THE CONSTRUCTION PROCESS. IN ADDITION, NOTE ALL AREAS WHERE
FILL IS IMPORTED FROM OR SOIL IS EXPORTED TO ON THE SITE MAPS.
NOTE: DOWN SLOPE PROTECTIVE MEASURES MUST ALWAYS BE IN PLACE BEFORE SOIL IS DISTURBED. ACTIVITIES ARE PRESENT IN THE ORDER OR
SEQUENCE IN WHICH THEY ARE REQUIRED TO BE COMPLETED.
PH��J
1. OBTAIN GRADING /EROSION CONTROL PERMIT APPROVAL FROM NCDENR.
2. THE OWNER SHALL SCHEDULE A PRE - CONSTRUCTION CONFERENCE WITH THE NCDENR PERMITTING DEPARTMENT BEFORE ANY WORK BEGINS.
3. INSTALL THE SWPPP INFORMATION SIGN AND POST REQUIRED DOCUMENTS NEAR THE PLANNED CONSTRUCTION EXIT ALONG BOTH 5 FORKS
STREET(WALMART SUPERCENTER PARCEL) AND INGRAM DRIVE (SIGN PARCEL), AND WITHIN EASY ACCESS TO THE GENERAL PUBLIC WITHOUT
ENTERING THE SITE AS SHOWN.
4. STAKE /FLAG THE LIMITS OF DISTURBANCE (LOD). WHERE STAKING IS NOT POSSIBLE /PRACTICAL, THE LOD MUST BE CONSPICUOUSLY, AND
PROMINENTLY, MARKED TO DENOTE THE BOUNDARY. LOD MUST REMAIN CONSPICUOUSLY MARKED THROUGHOUT THE ENTIRE CONSTRUCTION
PROJECT. ADDITIONALLY, MARK ANY TREES OR EXISTING STRUCTURES THAT ARE TO REMAIN AND ANY WETLANDS OR STREAMS THAT ARE TO
REMAIN UNDISTURBED.
5. CONDUCT AN ON -SITE PRE - CONSTRUCTION MEETING WITH EROSION CONTROL INSPECTOR FOR NCDENR TO DISCUSS EROSION CONTROL MEASURES.
6. INSTALL PERIMETER SEDIMENT CONTROL BMPS IN THE VICINITY OF, AND DOWN GRADIENT FROM, THE LOCATION OF THE PLANNED CONSTRUCTION
EXIT, CONSTRUCTION OFFICE TRAILER, AND TEMPORARY PARKING AND STORAGE AREAS. CLEAR ONLY THE MINIMUM AREA ABSOLUTELY
NECESSARY TO INSTALL THESE PERIMETER CONTROL BMPS. TIRE WASH MAY BE REQUIRED IF CONSTRUCTION EXIT IS NOT SUFFICIENT TO RETAIN
SOIL.
7. PREPARE TEMPORARY PARKING AND STORAGE AREA.
8. INSTALL STABILIZED CONSTRUCTION EXIT(S) WITH SEDIMENT TRAPS, AND SET THE PROJECT OFFICE TRAILER.
9. INSTALL AND STABILIZE REMAINING PERIMETER SEDIMENT CONTROL BMPS, INCLUDING SKIMMER SEDIMENT BASIN 1, AS SHOWN ON THE SITE MAPS.
CLEAR ONLY THE MINIMUM AREA NECESSARY TO INSTALL PERIMETER CONTROL BMPS.
10. INSTALL PROPOSED DIVERSION DITCHES /DIKES AND SWALES AS NOTED ON PLANS. THESE MEASURES SHALL PREVENT OFFSITE RUN -ON FROM
ENTERING SEDIMENT CONTROL BMPS AND SHALL DIRECT ON -SITE FLOW TO THE SEDIMENT CONTROL BMPS.
11. DRAIN EXISTING POND.
12. INSTALL PERMANENT DEWATERING SYSTEM AS DETAILED IN THE GEOTECHNICAL REPORT TITLED "INITIAL GEOTECH EXPLORATION REPORT PROPOSED
SUPERCENTER #6789" PREPARED BY S &ME DATED JULY 11, 2014. THESE MEASURES INCLUDE BUT ARE NOT LIMITED TO A FRENCH DRAIN SYSTEM.
13. INSTALL 48" RCP BYPASS PIPES AND ASSOCIATED STRUCTURES AS DETAILED IN THE PLANS.
14. FILL EXISTING POND WITH SOIL MINED FROM THE NORTHERN SECTION OF THE PROPERTY ENCLOSED BY THE LOD LINE SHOWN ON THE PLANS.
15. UPON COMPLETION OF THE POND BEING FILLED BOTH THE CLEAN WATER DITCH AND DRAINAGE SWALE SHALL BE FILLED. ALL PERIMETER CONTROLS
SHALL REMAIN IN PLACE.
16. INSTALL WALMART PYLON SIGN AS SHOWN AND PERMANENTLY STABILIZE AREA FOLLOWING CONSTRUCTION OF SIGN.
17. HALT ALL ACTIVITIES
CONTACT THE CEC TO PERFORM INSPECTION AND CERTIFICATION OF BMPS. BMP CERTIFICATION MUST OCCUR BEFORE STORMWATER
PRE - CONSTRUCTION MEETING. (THIS MAY SHOULD BE SCHEDULED IN ADVANCE, IN ANTICIPATION OF THE EXPECTED DATE WHEN THE ABOVE SEQUENCE
ITEMS WILL BE COMPLETED.)
ALL EXCEPTIONS NOTED ON THE BMP CERTIFICATION FORM MUST BE ADDED AS DEFICIENCIES WITHIN THE BMP CERTIFICATION FORM AND RESOLVED
WITHIN 24- HOURS. BMPS MUST NOT BE CERTIFIED IF ONE OR MORE OF THE EXCEPTIONS WILL NOT BE RESOLVED WITHIN 24 -HOURS OF THE BMP
CERTIFICATION BY THE CEC.
IF THE CEC IS UNABLE TO CERTIFY THAT SITE CONDITIONS ARE PER PLANS AND SPECIFICATIONS, THE CERTIFICATION OF BMPS MUST BE RESCHEDULED.
THE STORMWATER PRE - CONSTRUCTION MEETING MAY ONLY OCCUR AFTER BMPS CAN BE CERTIFIED.
GENERAL CONTRACTOR SHALL SCHEDULE AND CONDUCT THE STORMWATER PRE - CONSTRUCTION MEETING WITH THE CEC, OWNER'S CONSTRUCTION
MANAGER, AGENCY(IES) AND SUBCONTRACTORS BEFORE PROCEEDING WITH CONSTRUCTION.
DAILY STORMWATER INSPECTION REPORTS IN THE ONLINE SWPPP REPORTING SYSTEM PROVIDED BY THE OWNER MUST START ON THE NEXT BUSINESS
DAY AFTER THE SITE BMPS & PRE - CONSTRUCTION MEETING CERTIFICATION IS SIGNED /CERTIFIED BY THE CEC.
1 14Ll.�a l- '. � iI
N
�°ID�yISTTl
L1.E_. J7 E1 V`
SYMBOL /LINE
DESCRIPTION
CHECKED
1. INSTALL THE ADDITIONAL SWPPP INFORMATION SIGN AND POST REQUIRED DOCUMENTS NEAR THE PLANNED CONSTRUCTION EXIT ALONG INGRAM
KJC
LIMITS OF WORK
DRIVE, AND WITHIN EASY ACCESS TO THE GENERAL PUBLIC WITHOUT ENTERING THE SITE AS SHOWN.
1/7/15
2. STAKE /FLAG THE EXPANDED LIMITS OF DISTURBANCE (LOD). WHERE STAKING IS NOT POSSIBLE /PRACTICAL, THE LOD MUST BE CONSPICUOUSLY, AND
SCALE
PROMINENTLY, MARKED TO DENOTE THE BOUNDARY. LOD MUST REMAIN CONSPICUOUSLY MARKED THROUGHOUT THE ENTIRE CONSTRUCTION
JOB No.
PROJECT. ADDITIONALLY, MARK ANY TREES OR EXISTING STRUCTURES THAT ARE TO REMAIN AND ANY WETLANDS OR STREAMS THAT ARE TO
NCC138020
REMAIN UNDISTURBED.
SW-2
3. CONDUCT AN ON -SITE PRE - CONSTRUCTION MEETING WITH EROSION CONTROL INSPECTOR FOR NCDENR TO DISCUSS EROSION CONTROL MEASURES.
4. INSTALL ADDITIONAL PERIMETER SEDIMENT CONTROL BMPS IN THE VICINITY OF, AND DOWN GRADIENT FROM, THE LOCATION OF THE PLANNED
CONSTRUCTION EXIT, CONSTRUCTION OFFICE TRAILER, AND TEMPORARY PARKING AND STORAGE AREAS. CLEAR ONLY THE MINIMUM AREA
ABSOLUTELY NECESSARY TO INSTALL THESE PERIMETER CONTROL BMPS. TIRE WASH MAY BE REQUIRED IF CONSTRUCTION EXIT IS NOT SUFFICIENT
TO RETAIN SOIL.
5. PREPARE TEMPORARY PARKING AND STORAGE AREA.
6. INSTALL STABILIZED CONSTRUCTION EXIT(S) WITH SEDIMENT TRAPS, AND SET THE PROJECT OFFICE TRAILER.
7. INSTALL AND STABILIZE REMAINING PERIMETER SEDIMENT CONTROL BMPS, INCLUDING SKIMMER SEDIMENT BASIN 2, AS SHOWN ON THE SITE MAPS.
CLEAR ONLY THE MINIMUM AREA NECESSARY TO INSTALL PERIMETER CONTROL BMPS. CONTRACTOR SHALL INSTALL PERMANENT RETAINING WALL
1� s
TO THE EXTENTS SHOWN TO ALLOW FOR THE CONSTRUCTION OF THE SKIMMER SEDIMENT BASIN.
8. INSTALL PROPOSED DIVERSION DITCHES /DIKES AND SWALES AS NOTED ON PLANS. THESE MEASURES SHALL PREVENT OFFSITE RUN -ON FROM
ENTERING SEDIMENT CONTROL BMPS AND SHALL DIRECT ON -SITE FLOW TO THE SEDIMENT CONTROL BMPS..
9. INSTALL SANITARY SEWER EXTENSION.
/
10. APPLY PERMANENT SEEDING TO AREA CLEARED FOR SANITARY SEWER EXTENSION AS SHOWN ON PLANS.
11. BRING BUILDING PAD TO GRADE.
12. HALT ALL ACTIVITIES
CONTACT THE CEC TO PERFORM INSPECTION AND CERTIFICATION OF BMPS. BMP CERTIFICATION MUST OCCUR BEFORE STORMWATER
PRE - CONSTRUCTION MEETING. (THIS MAY SHOULD BE SCHEDULED IN ADVANCE, IN ANTICIPATION OF THE EXPECTED DATE WHEN THE ABOVE SEQUENCE
ITEMS WILL BE COMPLETED.)
ALL EXCEPTIONS NOTED ON THE BMP CERTIFICATION FORM MUST BE ADDED AS DEFICIENCIES WITHIN THE BMP CERTIFICATION FORM AND RESOLVED
WITHIN 24- HOURS. BMPS MUST NOT BE CERTIFIED IF ONE OR MORE OF THE EXCEPTIONS WILL NOT BE RESOLVED WITHIN 24 -HOURS OF THE BMP
CERTIFICATION BY THE CEC.
- IF_THE CEC_ IS UNABLE TO CERTIFY THAT SITE CONDITIONS ARE PER PLANS AND SPECIFICATIONS, THE CERTIFICATION OF_BMPS MUSLBE. RESCHEDULED.
THE STORMWATER PRE - CONSTRUCTION MEETING MAY ONLY OCCUR AFTER BMPS CAN BE CERTIFIED.
GENERAL CONTRACTOR SHALL SCHEDULE AND CONDUCT THE STORMWATER PRE - CONSTRUCTION MEETING WITH THE CEC, OWNER'S CONSTRUCTION
MANAGER, AGENCY(IES) AND SUBCONTRACTORS BEFORE PROCEEDING WITH CONSTRUCTION.
DAILY STORMWATER INSPECTION REPORTS IN THE ONLINE SWPPP REPORTING SYSTEM PROVIDED BY THE OWNER MUST START ON THE NEXT BUSINESS
FEE"
i
DAY AFTER THE SITE BMPS & PRE - CONSTRUCTION MEETING CERTIFICATION IS SIGNED /CERTIFIED BY THE CEC.
- EBSC PUN SET.DWG PRIMED BY: JWODDPRD 1.12.15 0 10:08 NJ
BY: JWOODAR
INGRAM DRIVE
PHASE 2 LIMITS OF WORK
NOT TO SCALE
m
INGRAM DRIVE
PHASE 3 LIMITS OF WOIRK
NOT TO SCALE
it
PHASE III
LIMITS OF IDUL73Ai NCE.
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L1.E_. J7 E1 V`
SYMBOL /LINE
DESCRIPTION
CHECKED
PERMITTED LIMITS
OF DISTURBANCE
KJC
LIMITS OF WORK
0
1. INSTALL THE ADDITIONAL SWPPP INFORMATION SIGN AND POST REQUIRED DOCUMENTS NEAR THE PLANNED
CONSTRUCTION EXIT ALONG 5 FORKS STREET, AND WITHIN EASY ACCESS TO THE GENERAL PUBLIC WITHOUT
ENTERING THE SITE AS SHOWN.
2. STAKE /FLAG THE EXPANDED LIMITS OF DISTURBANCE (LOD). WHERE STAKING IS NOT POSSIBLE /PRACTICAL, THE LOD
MUST BE CONSPICUOUSLY, AND PROMINENTLY, MARKED TO DENOTE THE BOUNDARY. LOD MUST REMAIN
CONSPICUOUSLY MARKED THROUGHOUT THE ENTIRE CONSTRUCTION PROJECT. ADDITIONALLY, MARK ANY TREES OR
EXISTING STRUCTURES THAT ARE TO REMAIN AND ANY WETLANDS OR STREAMS THAT ARE TO REMAIN UNDISTURBED.
3. CONDUCT AN ON -SITE PRE - CONSTRUCTION MEETING WITH EROSION CONTROL INSPECTOR FOR NCDENR TO DISCUSS
EROSION CONTROL MEASURES.
4. INSTALL ADDITIONAL PERIMETER SEDIMENT CONTROL BMPS IN THE VICINITY OF, AND DOWN GRADIENT FROM, THE
LOCATION OF THE PLANNED CONSTRUCTION EXIT, CONSTRUCTION OFFICE TRAILER, AND TEMPORARY PARKING AND
STORAGE AREAS. CLEAR ONLY THE MINIMUM AREA ABSOLUTELY NECESSARY TO INSTALL THESE PERIMETER
CONTROL BMPS. TIRE WASH MAY BE REQUIRED IF CONSTRUCTION EXIT IS NOT SUFFICIENT TO RETAIN SOIL.
5. PREPARE TEMPORARY PARKING AND STORAGE AREA.
6. INSTALL STABILIZED CONSTRUCTION EXIT(S) WITH SEDIMENT TRAPS, AND SET THE PROJECT OFFICE TRAILER.
7. INSTALL AND STABILIZE REMAINING PERIMETER SEDIMENT CONTROL BMPS, INCLUDING SEDIMENT BASIN 1, AS SHOWN
ON THE SITE MAPS. CLEAR ONLY THE MINIMUM AREA NECESSARY TO INSTALL PERIMETER CONTROL BMPS.
8. INSTALL PROPOSED DIVERSION DITCHES /DIKES AND SWALES AS NOTED ON PLANS. THESE MEASURES SHALL
PREVENT OFFSITE RUN -ON FROM ENTERING SEDIMENT CONTROL BMPS AND SHALL DIRECT ON -SITE FLOW TO THE
SEDIMENT CONTROL BMPS..
9. THE CONTRACTOR SHALL MEET WITH THE EROSION CONTROL INSPECTOR PRIOR TO COMMENCING PHASE III.
10. GENERAL CONTRACTOR SHALL ENSURE THAT EROSION CONTROL MEASURES ARE IN PLACE AND FUNCTIONING PRIOR
TO AND DURING GRUBBING AND GRADING OPERATIONS.
11. THE CONTRACTOR SHALL DILIGENTLY AND CONTINUOUSLY MAINTAIN ALL EROSION CONTROL DEVICES AND
STRUCTURES.
12. BEGIN CLEARING, GRUBBING, AND STRIPPING THE SITE. (PHASE CLEARING AND GRUBBING TO THE EXTENT PRACTICAL
TO MINIMIZE THE AMOUNT OF AREA DISTURBED AT ANY POINT IN TIME).
13. ONCE CLEARING AND GRUBBING IS COMPLETED, CONTRACTOR SHALL BEGIN TO BRING THE SITE UP TO PROPOSED
GRADES.
14. WORK TO COMMENCE ON INGRAM DRIVE AND 5 FORKS STREET ROAD IMPROVEMENTS. CONTRACTOR TO PHASE
ROADWORK TO KEEP BOTH ROADS OPEN AT ALL TIMES.
15. BEGIN GRADING THE SITE.
16. START CONSTRUCTION OF BUILDING PAD AND STRUCTURES.
17. TEMPORARILY STABILIZE, THROUGHOUT CONSTRUCTION IMMEDIATELY FOLLOWING THE COMPLETION OF THE MOST
RECENT LAND DISTURBING /GRADING ACTIVITY, ANY DISTURBED AREAS, INCLUDING MATERIAL STOCKPILES THAT ARE
SCHEDULED OR LIKELY TO REMAIN INACTIVE FOR 7 DAYS OR MORE.
18. IMMEDIATELY PERMANENTLY STABILIZE AREAS TO BE VEGETATED AS THEY ARE BROUGHT TO FINAL GRADE.
19. INSTALL UTILITIES, UNDERDRAINS, STORM SEWERS, CURBS AND GUTTERS.
20. INSTALL TEMPORARY RIP RAP APRONS AS SHOWN IN THE PLANS AS EACH STORMWATER STRUCTURE IS INSTALLED.
21. INSTALL RIP RAP AROUND OUTLET STRUCTURES AS EACH OUTLET STRUCTURE IS INSTALLED.
22. INSTALL INLET PROTECTION AT ALL STORM SEWER STRUCTURES AS EACH INLET STRUCTURE IS INSTALLED.
23. CONVERT THE SEDIMENT BASIN TO A STORMWATER POND. PERFORM DEWATERING AS NEEDED DURING THE
INSTALLATION OF THE POND LINER. REFER TO SHEET C-4 FOR THE POND'S FINAL GRADING.
24. TIE TERMINATED CURB AND GUTTER INTO INLET STRUCTURES AND REMOVE TEMPORARY DISCHARGE PIPES AND RIP
RAP APRONS FROM RESPECTIVE STRUCTURES. PLUG TEMPORARY OUTLETS PERMANENTLY WITH BRICK/MORTAR AND
HYDRAULIC CEMENT. THIS IS TO BE DONE IMMEDIATELY FOLLOWING THE CONVERSION OF THE SKIMMER BASIN TO A
STORMWATER POND.
25. BRING TEMPORARY DRAINAGE SWALES TO FINAL GRADE AND STABILIZE.
26. STABILIZE FUTURE PAVED AREAS WITH STONE BASE.
27. COMPLETE GRADING AND INSTALLATION OF PERMANENT STABILIZATION OVER ALL AREAS, INCLUDING OUT LOTS AND
STORMWATER POND.
28. PREPARE SITE FOR PAVING.
29. PAVE SITE.
30. INSTALL APPROPRIATE INLET PROTECTION DEVICES FOR PAVED AREAS AS WORK PROGRESSES, PER BMP DETAILS.
31. OBTAIN CONCURRENCE FROM THE OWNER CONSTRUCTION MANAGER (CM) THAT THE SITE HAS BEEN FULLY
STABILIZED AND ALL CONSTRUCTION HAS BEEN COMPLETED, THEN:
A. CONTRACTOR SHALL CALL FOR AN ON -SITE INSPECTION BY INSPECTOR.
B. REMOVE ALL REMAINING TEMPORARY EROSION AND SEDIMENT CONTROL BEST MANAGEMENT PRACTICES (BMPS),
C. STABILIZE ANY AREAS DISTURBED BY THE REMOVAL OF TEMPORARY BMPS, AND
D. ASK THE CM TO CONTACT THE CEC TO COMPLETE THE CEC PRE -NOT SITE INSPECTION AND REPORT (ONLY CM
MAY DO THIS).
20. CONTINUE DAILY INSPECTIONS AND REPORTS UNTIL THE CM FINAL DAILY INSPECTION REPORT, MARKED'READY TO
TERMINATE PERMIT', IS SIGNED BY THE CONSTRUCTION MANAGER AND SUBMITTED VIA THE ONLINE SWPPP REPORTING
SYSTEM PROVIDED BY THE OWNER.
NOTE: STABILIZATION IS THE BEST FORM OF EROSION CONTROL. TEMPORARY SEEDING IS NECESSARY TO ACHIEVE
EROSION CONTROL ON LARGE DENUDED AREAS AND ESPECIALLY WHEN SPECIFICALLY REQUIRED AS PART OF THE
CONSTRUCTION SEQUENCE. GROUND STABILIZATION MUST OCCUR WITHIN 7 DAYS ON PERIMETER AREAS AND SLOPES
GREATER THAN 3:1, AND GROUND STABILIZATION MUST OCCUR WITHIN 14 DAYS ON OTHER AREAS. REFER TO EROSION
CONTROL ORDINANCE FOR ADDITIONAL REQUIREMENTS.
NOTE: THE GENERAL CONTRACTOR MAY COMPLETE CONSTRUCTION - RELATED ACTIVITIES CONCURRENTLY, ONLY IF ALL
PRECEDING BMPS AND STABILIZATION ACTIVITIES HAVE BEEN COMPLETELY INSTALLED. BMP- RELATED STEPS IN THE
ABOVE SEQUENCE ARE BOLDED FOR CLARITY. THE CEC MUST APPROVE, IN WRITING, ANY CHANGES IN THE ABOVE SWPPP
IMPLEMENTATION SEQUENCE, BEFORE THEIR IMPLEMENTATION BEGINS.
THE ESTIMATED DATES OF IMPLEMENTATION OF POLLUTION CONTROL MEASURES SHALL BE DOCUMENTED BY THE
CONTRACTOR ON THE SOIL EROSION /SEDIMENTATION CONTROL OPERATION TIME SCHEDULE ON SHEET SW -10.
MINJMJZATION OF DISTURBED AREAS:
1. CONTRACTOR SHALL MANAGE CONSTRUCTION ACTIVITIES TO
REDUCE EROSION AND RETAIN SEDIMENT AND OTHER
POLLUTANTS IN THE SOIL AT THE CONSTRUCTION SITE,
2. CONTRACTOR SHALL MINIMIZE THE TIME BARE SOIL IS
EXPOSED.
3. CONTRACTOR SHALL MINIMIZE SITE DISTURBANCE BY
MINIMIZING THE EXTENT OF GRADING AND CLEARING TO
EFFECTIVELY REDUCE SEDIMENT YIELD.
NOTE TO GC: OWNER HAS AUTHORITY AT ANY TIME TO LIMIT
SURFACE AREA OF ERODIBLE EARTH MATERIAL EXPOSED BY
CLEARING AND GRUBBING, EXCAVATION, BORROW AND
EMBANKMENT OPERATIONS AND TO DIRECT THE GC TO PROVIDE
IMMEDIATE PERMANENT OR TEMPORARY POLLUTION CONTROL
MEASURES.
0 \ 1)1)1) ) \ l 1' 1 .1 : im 1 : O- r� m - l ` 1 ��� \ i 1 ilir l ) : \ C 1 : \ \ 1�) 1 . I \ l 1 1 ���
DEVELOPER /OWNER:
WAL -MART REAL ESTATE
BUSINESS TRUST
MAIL STOP 5570
2001 SE 10TH STREET
BENTONVILLE, AR
72716 -5570
479- 204 -1195
SITE OPERATOR /GENERAL CONTRACTOR:
SUPERINTENDENT:
IMPORTANT: GC MUST SIGN ALL PLAN SHEETS
AND ANY NEW PLAN SHEETS ISSUED BY THE CEC.
REVISIONS BY
DRAWN
JBW
CHECKED
KJC
DATE
1/7/15
SCALE
NOT TO SCALE
JOB No.
NCC138020
SHEET
SW-2

1 1 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 1 10 I 11
GENERAL NOTE:
IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THIS PROJECT
WORK SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIVE TO
THE SPECIFICATIONS OR APPLICABLE CODES, IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD IN
WRITING PRIOR TO THE START OF CONSTRUCTION. FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUTE
ACCEPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF THE WORK AS DEFINED BY THE DRAWINGS AND IN
FULL CONFORMANCE WITH t OCAL REGULATIONS AND CODES.
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- - __ - -�� ,car_ - ^n��`�` 1! .� `� \ \
fl
1O X y __ + xaa. „ b,f \'�L`' { ~~=� 5� �ti� _ ZiY -_ _ _ - -__ _ _ __ _ _ YYYYYYYYY �- -_-- :\\ \`- \-iK\ \ \ \\ ` \\ ``♦�, ``'♦ \t I ` \\ / I 1 i r
O "t °° _'_ '_,,._. -_,_ y y_.......- ...._- -_. _......__ ___... - __.'_- •- _.'______ - -- YVYVYVVVYT YY __-. n/f <'.J^` \ `w ^ \ �,� `, \ ^,, �,J. ` \ \ ♦ I- ) 7 1 l ✓ / I r 1
COp 1 �, 1 { _ ,-,- �vvv - ."nnnnn,.", i.., -108x--_,\ \ ` -, -,� / r , \ t \\ / + , ^+�
__ -n !
84 - - _ . `La
\' _ Y _ _^ m
v n
`` ~, ~ ^ -_ 1083 -__ - _ «.� _
_�1y ° ! -- , ~1~` , - - .`' °^. -,.._ vvVY,C.�e --__'_" "/- yYV - ______-'__ -.'_ �l.nnnnnn'. \\ '\ i` ^ `~ ` ` \~~' ~� `} 1 `\ `' `\ / t Jt `Y° Nk 1 82 ti - _ -1 ```' j- 1 +wwMr"""`.y r m u^.'S i - - — _ `\ `'f //r `' \ \` ` • 1 i° 11 i � 't '} \\ `\ r' ! r r/ - ;
=" ,:.. .,, r t._ ._ 1, i I OP -' -~ rl ~+♦���A 'v^•\'y�'Vy ~ "r'�' nnr�. \\ \ \'�, ,(y �'`1 \'' ~- , 1 1 ! \ 1 \ \ r r J , 'n
OP 0 10 L __ } - ___ �- � ~' �. `------------ ------ ___--- _____; -�" P, O/ '�° �`- --- -7085 \ 1 t , i `a, �r `. ` ,, �~� ~`� t\ i { '\ 11 \` \` /f r i
°__ 0 _LOD M1 SF2 ' ,- ,� `.\ `,\ \ {'\` TS _`••`'� _,, r� \ �° ____ _`..� ` �0 ` PC, \ I i I !~17 ' 4t I �'t i } \ \,\'`7 ` \, `� i �` ` \, 1, \ \\ # //' !t 1� jt% r
__` - -_ \ \y \ _ , _ _- - -- -__ ° -_- — --- -� �`- cs� _ -�� _ I t J ,f �` + , } , \ \ \ XrC19T. 3/ \ i t r ! ,J � r- / ) ", r--....- -,. , t I i t 1 } 1 1 I ' 1 � \\ , ,' / J ,t
__` �. _ T P RARY KIMMER SEDIMENT BASIN #1 _ } ', < ' ` -- , - - - -- , 1 _ - _______ _ 0,�. pp "-- -- --- ---- ------ _ !(� ; r' . I iI I I }`, 1\ ' 1, \ ' \ i r ,' I -_-r - CC EM 0 S _ -` rte° ,- '`'`'___ ___, - - -_ -- -- •'`�i -� - {�_ I , J , \, , "'` " "'- DESIGNED TO MEET PH 2 REQUIREMENTS: '� -- \ \ 1 I, j' If
-_
___
__ -__ \ i 1 \ #1 17 r / /I _ - `'_____ -- DRAINAGE AREA:10.0 AC "`'~ °_ .__-• -- \ \ \\ \ ____ ; __ __{g3 _~ _ _ �4 J « 1 1 I , - i /\,I
t / \ 1
```-_______• ___ , •____________ _ - - - - -- -14 -- - -- ,- \ II r 'ri ' \\ 1 r f
___ '`'- DENUDED AREA: 10.0 AC ___� 1178.01 � � � ___________ �________ __________________ •A`1 \1'
I qq/;yypp _• - _ - ---- \ \ \ f q I t ! !�/ / t ♦ 4 ♦ \ 1 t ++ / f
�'•`. ."'"^^. = •y t7L179- , \ / n ....•^ ^1 ~ t ! i r 7 1 ( ft , , \` ,\ \, 1 , J / B /! /
-- DESIGNED FOR 10 YR PEAK FLOW - 34.5 CFS _,-N,% I RR1 '\ \ ; ; ' ,J— _ ______ _ _____ -- -- `O i i I i ,\ \ i / t ;
LENGTH: 158 FT `- I`�-, -y _ _ __ -- °\ \\ , % r -�'`' - _______ ,- ' __ __________ ______ ____ _______________________________ ___ �' l� ; , 1`I ` \� t'
_t rr2,s
_ °' ~ "`` -_ __ WIDTH: 74 FT / ~ -_ ; ' i a - --------- I,* ' ° ~j t1 � ', \ \L 1 / 1 II /` t'
11 - i rt iS$�- __ ____ __W, - r �a
L%J! \i 1 i __- _ r / - J , \ \ `i` i f J , t
SURFACE AREA REQUIRED: 11,213 SQ FT ,� I w �� ; M / °------- - - - --- - _ _ _ M nanY yvYVVyY YYY }7 l yl i , 'X /1
SURFACE AREA PROVIDED: 11,951 SQ FT ` " `''M~ _ ___ - - r 1 ` \ /
=? \ ; I ; t�,E I ; ; ; t -_ ______ DRAINAGE AREA #2 ,_ -__- ;.1087, o
,° - - -- - - - _ - -- \.;. I I Izg!' I , , I 1_/- CONTRACTOR SHALL DRAIN POND, �,,_,,- 1,f, I ., \ ,, 1 `,� �` y , ,! / ,
_ h , --__� = �_ -- --__ - - VOLUME RE UIRED: 18000 CU FT \� I I I , , u�l _ + r (9 s' '� - 1088- -" "`" -, �YY cF Ji' /,,. -' l
J„ , = °' ..._ ___________ .,, __ . ♦. \`,` ` I + ICI t _, r ," 1 \ + 1 I / % ------ ,r N, = -_ -- __ }- Q I Imo,{ �,V1 I I INSTALL PERMANENT DEWATERING _ ___ \ \\ , ��
' ' , �_ _ VOLUME PROVIDED: 26,075 CU FT >/ -1 ,� 1 ^ I I IoP I _ SYSTEM, BYPASS PIPE, AND FILL IN . 7 7 ACRES -- -��,- r rr� ; t)� ::,,,,,,,,�, �� 1 �` \IP2 \ \H / rr f J C�'! - G /r / I .
,/ ,' TOP OF BERM: 1085 FT \w , t I I /' POND PRIOR TO -r r 0 - ^ ^�.� w ^ _ K -/ r - r
Lo . I DRAINAGE AREA TO DRAIN TO OUTLET �' r! � ^ ^- — �-'-' -' ' I' `J ' %'`, r
LEGEND
SITE FEATURES
JBW
fir•
BOUNDARY LINE
-
RIGHT OF WAY LINE
LOD
PROPOSED LIMITS OF DISTURBANCE
— — XXX— —
EXISTING CONTOUR ELEVATIONS
--®--
PROPOSED CONTOUR ELEVATIONS
== = =
EXISTING STORM DRAIN
�
PROPOSED STORM DRAIN
,,I,
EXISTING SLOPE ARROW
LIMITS OF DRAINAGE SUB -BASIN
*�... - - .�„�.
SOIL BOUNDARY
— - — ,.
WETLANDS/STREAM
C
CONSTRUCTION FENCING
&�F
IIIIIIIIIIIIIIIIIIIIIIIIII ---@
(/
TEMPORARY PARKING /STORAGE
_ _ _ _ _ _
DIVERSION DIKE
EROSION DETAILS
CE
TEMPORARY CONSTRUCTION EXIT
—SSF— ®F
SUPER SILT FENCE
RIP -RAP PAD APRON
$$
SWPPP INFORMATION SIGN
® IPP
SILT SACK INLET PROTECTION
® CW
CONCRETE WASH
SP
STOCKPILE
.. ECF
EROSION CONTROL FABRIC (IN DITCHES)
mGO
STABILIZATION MATTING
G)
HEADWALL
T$
TEMPORARY SEEDING
® O
ROCK CHECK DAM
—0 OP
OUTLET PROTECTION IN SILT FENCE
�- O
TEMPORARY BAFFLE
_❑ $K
SKIMMER
SOILS
CCB
CLIFFORD FINE SANDY LOAM
(2 TO BX SLOPES)
CeB2
CLIFFORD SANDY LOAM
(2 TO 8X SLOPES, MODERATELY ERODED)
I+I,(�2
FAIRVIEW - POPLAR FOREST COMPLEX
(8 TO 15X SLOPES, MODERATELY ERODED)
FpD2
FAIRVIEW- POPLAR FOREST COMPLEX (15%
TO 25X SLOPES, MODERATELY ERODED)
I7r13
FAIRVIEW- POPLAR FOREST -URBAN LAND
COMPLEX (2 TO 8X SLOPES)
WATER
t ♦ t I I I IP2 - -- ,-
BOTTOM OF BASIN: 1081 FT 1 -} , , , , t \ -_ -, ~° ______ ____ O f, , I,
�� ________ -- ~ , WEIR: 1083.5 FT (EMERGENCY SPILLWAY) , / , 1 II / JJ , �, I i 11 982 "' PHASE II WORK ___ r° -100 -- ".tinn ^.,� __ t' J ' /f J ,J f 1 O /,
/C,, ° ,l / } , , tI o rt ,t _ -`1ti8 19'` rr �, -x- _ -- _- O _ - ° r rt /, ! / SWPPP UPDATES AND AMENDMENTS
' �' PROTECTION SILT FENCE AND RR1 LOCATED X r-- =-- '
/ ' SKIMMER PIPE DIA: 3 IN t ' �\ I % ° o! ; 1 I I I I ; - - r rs _ t0� _ - _ _ - __-~ 1 , j ' ; ,, ,
- - - - -�\ 1 t` /' % o� + It °J m , I �, IN THE CENTER OF THE SITE. CONTRACTOR _ - .;- - " "~ -- _ - ° ! ,+ /' , J ,' { / ,
''__------- ';'•z__ ,! !' / ^!' SKIMMER ORIFICE DIA: 2.25 IN r' i+ ' \i - !''` I I I {\san t -- \\ r, �-1 ,...- ..0-1 zr"" �..__ p ,`,\ , a tt , ` I , J, ,,
r , 1 i i g I t _, ,_.- -_ __ , , r 1 P S" i -_- « /'� � - I J, r � I r --7t • / THE GC MUST UPDATE THE SWPPP, INCLUDING THE JOBSITE BINDER AND SITE
___________ -./ ,, ,, .,_______ _ ___ -_. ._ ,/ t � 1 1 I Q I, , - __,,, `\ SHALL DIRECT FLOW AS NEEDED BY USE OF -r_ - _ Y- ��•,..__- { _ ,! - , s u t 7 `t J ; ' ' MAPS, TO REFLECT THE PROGRESS OF CONSTRUCTION ACTIVITIES AND ' _ Ill -_ 107 I I + \ ` 8 !_'_ _ �� /- , r tr 1 i ! I1 / i
_-- _- ______ _ , , r \ 11 8 � I I I 1 I cC, + _ ` -}6 ___ --~ - !i 1�I, - - -- '`J ~ ~ ~ ~ ~ ~ ~ -�- f , d I r 1 t , f / GENERAL CHANGES T THE PROJECT SITE. UPDATES SHALL BE MADE DAILY TO
._.- ..- .�.._..- --` - _________ ________a,a- t, -` �I t '`^ - -' SWALES UNTIL SITE IS STABILIZED. �`' `' -` / , ,- ! J J / GE E Lc G s o o s
STORMWATER OUTFLOW #2 p
-�._, ___ __t \ \'�,. '�'+ , ! I i i I p t , `'•... <-- -- -----" ---" + ..- ' .- '10 , ! , r J i t J
' (j �,�______.. I + , i ti ,____~ , .- ..•' -' __- � t \ "�, `L�rr'r °.--- --'� ~ ~ ~~ ° t r ' f / J I ' r / % TRACK PROGRESS WHEN ANY OF THE FOLLOWING ACTIVITIES OCCUR: BMP
- o n LOD .+wOD r r i 1 i I�I r ,`_-••- r- `-- - ` , \i r- # / ,r' , ,/ ,r / , / f 1 I , ,/ O i
LAT: 36 1555 N ______________ ________ ______ o r 1 __ D / _ _ <',. /�, ", � n / /�° J INSTALLATION, MODIFICATION OR REMOVAL, CONSTRUCTION ACTIVITIES (E.G.,
/ I n- ~ ~~ T9-•1 3 i t /' .. .. , °A /! (tn�r !' /,�' / ,rj t r / / ,' i r , , I'll _ W_ ` LONG: 80 °21'57" W ____________________ ____ _ r�\ I ___ f't ; ` ,I I I� ` OP °_ ' r / , r'� __ _. """�--- r�_________ �v� 16 , � C / }5 -�� °,r r 11009 ✓ ' ~ % ,'r t',' / /J / "' ; %`/ 6 PAVING, STORM SEWER INSTALLATION, FOOTING INSTALLATION, ETC.),
_-. .. `° t t 1 ` / _ „- ••"� --- .-." J'/`1° - ♦.. ,, / r ..•'-"� / / 1 J i / . ' r
_ �� ~� , , , 11.cn _ 0 / 1_ __ J./ ° , -_____ ~ - C - // , , f , , J ( CLEARING, GRUBBING OR GRADING, OR TEMPORARY OR PERMANENT
J\ '� _ -f , f , i .- 1 xv`vvyyY�f � °i J - . �•� M { . / 1 r' % J r `f�
,' _ x 6.31? -- - \ ,-I, _— �rw�- ���,� .e+rrvar T ��� - , -- ✓, '\_ ✓ , -' / r , r t' J' �` tti STABILIZATION.
p ____ �-.- --- ---_. -`-� WATER FLOWS FROM SKIMMER LESS THAN ±0.01 _______ __ - p
"/,\,
� J �'�� � -_~ - r � � - :r�`r __ - _---_- __________ ______Ar" ____ _. ..� , - 1095 -- -"-" 1,,° y, r / ,� ! ,
__8 - - - "`�- - - --
_ f / -t' - r
0 O
- - ` ` ~- MILES INTO AN UNNAMED TRIBUTARY THAT - - -- «__ ' r' _ o F4 L \ __ -" ' ==r_ --- - " " " " "` _ -- - "_'�"� -- ` - �- -' �' '� r 10953Ci /,/ , .2,t
-_ -____ _______ I\^ L J _ S ~ / \ ° ° --- x _ ` _ _ _ -_ �- - r _ Jw I J � _/ �/ , r "� it 1�, IMPORTANT:
- ~�� -__ ___ _ nn� t THE GENERAL CONTRACTOR MUST SUBMIT A REQUEST FOR INFORMATION RFI
DISCHARGES INTO CROOKED RUN CREEK. _. 1 -- r �- _ ^, - %� 7 "'"r _ __ - �?; �_ --� " _ �°- « xrJ~ i..} r�JCi.i�:�rerat��:i•�:x�cRx7:XY J "'' p/ __ «_____________ ,t r' / i i i / ( )
____ -- -____ ^' ^r ! - Y`M' i i 1"1-_ __ -" ��q"vvd' ____ - -- __ - `/�l`^�` J" - �,pp _� ___ _______ _1 r/' ___ - -- -° 106 J r' i e °t' r `7 TO THE CEC AND OBTAIN WRITTEN CEC APPROVAL BEFORE DOING ANY OF THE
- "' �1p:i _._ ' _.__.__...- .___,__.. ``t1 ^` \\ r•._ --• _ -, _t ! T \ �,- _ — ar.�. °, „•.+a '�" -_°^` M_-..» .-_- -y xYyyV"� j_ „• :4 �.�M '« ,,, ._sa_ ems^' ,,,-- - � �, ,_h � / I 11+� ... rJ° r '" 1t J r Nf 1 vi
--------- ' VOZ-` _` I _ ,.. ... -. "1 °I .- t♦ `\ \.,..,..- « t ''_•• -__ -- _........ ---------------------
__.`__.__.,....... «'y.>Ly y� ». _.,.._ «._...._ - .. , vv -T`.'- _'� ,•has l �.,r YAW "--° ^"+.' ' x'� °_" .` ♦ ! ° JY1 _- __...... ___-.. •„ ..,__... -. l - --_"`_ -__ # ,` t �lr /J f
_ �\ \\ _ __ °1' _ - Crvvvvvvvvv -'r-- cy '�_________ M y -_'__ vwr -' ___ - i:!�1° `\ IP2 __________ _____ / _ __ -__ _ _ « - FOLLOWING:
____ MWATER OUTFLOW 1 `, - ~r `, -\ - - M___- _�O8g -- ____ Y ____ -1097-
__ - �, STOR OU 0 # _, I -r ~ J ---- it - - - -_- _ __w _� -_ _ - __ ___ __ _ -1 9 - _ _______ _ -r� -- -- /` _ ,t' J f/ t' rt' ao
f' -__ _ \- �- ____ - -Y__- __ j •gQ- --1-__ � _- -� :� -_ -- µ «v -__ �~-- - .. -- , ° f I 1. MODIFYING EROSION OR SEDIMENT CONTROL BMPS (SUBSTITUTIONS ARE
`~ ° -__
__ _ ___ _ !
�° " =�` `-_ --° �' ~ °�° - - -`' - °--' "- - ---_ "" ~ ' D ' - -/ ` ' ' SPECIFIED MATERIAL ARE NOT AVAILABLE
_ ♦ J
- LAT: 36 1555 N ^•� __ ..-•- r TYPICALLY ONLY APPROVED IF S O
o c0 '� ' _ ___- -- ---- -- # ' _ t 3:41
---- -- -•-.. ```` -- LONG: 80 °21'56" W - ~' -_'' -, -,. ; «< hy,;, ' -� ��� _i- J-'''� ,'° _ __ ____.. - - - -- _ ____ _ _ # ,! r` -,' ,t + OR THERE IS A VALID REASON THE SPECIFIED BMP WILL NOT WORK);
"~- `r$8�- / . 1087 - - .1•` r '" - -�cT�` / __ _ _ -1098 - _ _ ~ ° , , t
~ ` ______ _ '� -� _ - M «M___ , , r I 2. ADDING /DELETING EROSION OR SEDIMENT CONTROL BMPS;
"..,.. °,_ Q _ - • � ...t1- � �� ;, ,,,., , �c 1088 _ -~ ___ -^ _ �- ' C _..___ ,/� ,......,'. '\ �,..... -. _ -- , - / B t r.
- - " ° °° "`- o - -A -_!! -'' - ~~ ' - _ 1088 } „ <;, ° °' N. _____ -- -- r ,° c�' 3. MODIFYING THE SWPPP IMPLEMENTATION SEQUENCE; OR
` ° -____° WATER FLOWS FROM BYPASS PIPE AND POND - _- ___° - �____ ---" °g' 1089 zF, f , , y 1089 -~' O _ - - - - -` j J r Jt �1 PERFORMING ANY ACTIONS OR IN ANY MANNER THAT IS CONTRARY TO THE
4 PERFORM
�_ LESS THAN ±0.01 MILES INTO AN UNNAMED ___ F �� '_ - -�'" `''` -_�0_� T - 1oso 10 s ________ _ ____ __ __ 4 Y _ __ -____ ___ - ___ r/ ,/ / SWPPP.
°-
s
-` -- ` __ w.-1 - _ _ 10 1 s- _ _ #
_ _
o
..^ •--- � - Fug � � 9 � r // J r ,
W ''° "`'- _ TRIBUTARY THAT DISCHARGES INTO CROOKED -- _ -' ~ - ---- y "Oe -_ - - -- ' 1091 _ H -. f 1 ------------- - - - --- IP2 I ! r /
^_
-
° ^. - - - - -- -____ ____ - - -- _ 1092 ` u,:. 092 _- _- ___ -_ -_ __- --- _ / , , , t
-_ ^� �^ , '- _ __- '' T; - - -- ' -- X10 ' , t , THE CONTRACTOR MAY MODIFY OR ADD ADDITIONAL BMPS, WITHOUT CEC
-_
98 36 �
-_ _ a ~ ^- -- RUN CREEK. -- p -- -- - -` r __co - - - - -� 1os3 1os3 _ _ - ^ CF r � t
D r ___- r
-_ o _ ''r _ - r 1094 _ ' y ' _______ -- D ~ /,r , r+ APPROVAL, IN AN EMERGENCY SITUATION TO PREVENT SEDIMENT DISCHARGE
C
>�f1c9,�'�__' - `' -" - -)-I-------- LOD 95 1095 - __ q 94 __ __ ___ --- >100 1 ; , '\i j OR PROTECT WATER QUALITY; HOWEVER, GC MUST NOTIFY THE CEC AS SOON
/ - - pYY__ - `
r
��' °` ~_- ` ^ ^�'_______ `` -__ '` ` - - ' y- _'- `'- �tOd 1096 dy,
~ _ _ '__- p -- "I -' LAD _ — _ _
___ - °- C 1 , i t ' / AS PRACTICAL AS TO THEIR ACTIONS TO DISCUSS THE NEED FOR ADDITIONAL OR 11-1
__ «ow, .,,, a „y, 1096 y ,' r r I 1 ,
_.•- ,. ' - ..- '-.- ___________ 1097 z�y,,,, y °� r rr I SUPPLEMENTAL MEASURES AND TO OBTAIN THE REQUIRED APPROVALS. THE
°�~ ''! ~~ '_ y' � —LOD _ ___ -__ .3 1097 \. _'j, ` // ,, II 1 i r
�- 1098 < u;�,,�,� , a � � ���. , 1100 r } J CONTRACTOR IS ULTIMATELY RESPONSIBLE TO ENSURE COMPLIANCE WITH THE
___ -. 0 / ^ STORMWATER OUTFLOW #3 { -- -' ___ ___ -- �D` - 1099 a 098 1101 / /' I ' I PERMIT AND PROTECTION OF DOWNSTREAM WATER QUALITY.
_ t r
_ 6 __ _ ut
^..... ----.. X - ,•- ' .- -•° -'” -' --• "° _ - -' ~~ _- ___- '______ __ _ __.._ .. __ � c 0 1101 11 2 r ,
LAT: 36 °15'54" N - ° < --'' '� 1100 9 11 0 02 110
__,x 9.83 -'° - - °'` -'� ��' `-J . - °' "r ,- ~ ° "_ -�� ~� _ _ _ - °-" ` r- �L-6D y "' y ' r ,/' /` J' AMENDING THE SWPPP DOES NOT MEAN THAT IT HAS TO BE REPRINTED. IT IS
'- ° -_, ~° '``� �^ - °° LONG: 80 °21'56" W ~" --- < - _ - - o _- �� o „�.._ 1�0o c
-� "��
' !`p y- - ____ - - ` -- - M _ 7166 LDDN*'""Lo
1101
E _ 1102 1101 �� I J ACCEPTABLE TO ADD ADDENDA, SKETCHES, NEW SECTIONS, DETAILS, AND /OR
�C ®B� - -- 1102 r- %y + r
._-- X1r01.��- --------
- - - -_
L «- LOD OD o .� # SF1 / r REVISED DRAWINGS THAT HAVE THE CEC NAME IN PRINT, ARE STAMPED, SIGNED,
-' WATER FLOWS LESS THAN ±0.01 MILES FROM ''� ~'� -�~ X - __• ~' , --” ° _J-� �LOD�i��� ° r` F l t' C>O/ DATED, AND ARE ACCOMPANIED BY WRITTEN COPY OF THE ASSOCIATED RFI AND
` --- D091 ° THE CLEAN WATER DITCH INTO AN UNNAMED - " -'- -" — _-_ . ---'' L9 --- ------ --------' - 'rQ ,' 1JJ , / ITS RESPONSE FROM CEC. ENGINEERED ITEMS MUST BE SIGNED AND STAMPED
___ < - -`' �,; 100- "r �E x \ �LOD_ `\\ f ' , J! J' BY THE CEC OF RECORD FOR THE PROJECT.
TRIBUTARY THAT DISCHARGES INTO CROOKED - - 1 _____________ ____ \ to , \et , / ,
' - RUN CREEK. -I'-- __ < - —' _ If 1~ ______ __ ___ ___ 1102 ?9 - '\ ° Q ;' ,` ��I���' NOTES:
___
°____ - -^ -YY, ___
` - - �' -N -`" "�NJ ---------------- ------------------- - - - - -- --------- - - - - -- -- - —
°
°�� 1`0 2 - - -_` s' -- - -, « -� �_/ - ----- - - - - - -- - ------- yI + -1Q` - ' 1r I' J -f 49 i J,P 1. THE CONTRACTOR IS RESPONSIBLE FOR TEMPORARY DEIIVATEfZIIVG
E �_
-, j -- - ~ - - -- , -` -- \ \, -T -` `` 1 ,' I t MEASURES REQUIRED DURING THE FILLING OF THE POND. I ms - �����" — OFF -SITE DRAINAGE AREA _ /' _____________ _' - 1P�_______ # ___ ,`', `t'J`� f',
:�`^ - ____ ____ I r -- -- -- _-` _ , � ` r , t ` , 2. THE CONTRACTOR SHALL INSTALL THE PERMANENT DEWATERING MEASURES
�x"'t -' °�l - ~''p /'f -'° �'�`nn '' I -- -- -`" "` -` -13- J / `"' y.. `-- - ~ - - -- , "" / / I' i DETAILED IN THE GEOTECH REPORT TITLED "INITIAL GEOTECH EXPLORATION
���r\/t .+,� ✓' ',rp'p rrr pw^' '-n J'�',_,C; /, ... ''., 1__­`
_ —••'_ `�J d,/
r 2 7.8 8 ACRES J`' ____ �`— °� - -° N # �" ,/
o �~~� �~" ^ ^: �� tih�nn ^�.i nrXnnnnn �`n�`�"11' ."^ REPORT PROPOSED SUPERCENTER #6789" PREPARED BY S &ME DATED JULY
--- f,r J « -� �'- , t 11, 2014. THESE MEASURES INCLUDE BUT ARE NOT LIMITED TO A FRENCH
- t0_44- -- �, '' - x10.96:29 'r °' D RAI NAG E AREA TO DRAIN TO A 48" RCP -` -- - "�- " -µ -��� - -- --- -�" T- ~` � _ ~ -� - -- � � � ` - -- �° -- r` I I DRAIN SYSTEM.
r"� ,''r " r'- / °� -' °° / PROP. CLEAN WATER DITCH: - __ . r--- \ ``'`` 1 r
.-.1 'p' ,/ / i 'I BYPASS PIPE. r���� ca I I O 3. THE CONTRACTOR SHALL LIMIT THE AMOUNT OF LAND DISTURBANCE TO THE
___ x __ I / "I, ,r'° / --- -- .- ..-- '--+10 ___.. DRAINS SOUTH SIDE OF PROPERTY � "-- __ / /C1,g•_ # 110.5,01 / , ,'W / EXTENT POSSIBLE DURING PHASE 1 OF THIS PROJECT.
``-- -- — _..._... - ,6- - ---° __ ✓ r /' / x110,.29 AND OFF -SITE RUN -ON. - __ _ ------------ _ '` `- _ -___ ..__..r ,' '% t
~°'``� ° / r ' °! /'µ �_ _ / -__ -/ - - / \, 4. THE CONTRACTOR SHALL MAINTAIN THE PROP. TEMPORARY DITCHES FOR AS
°, '!' / 'r _,. _1105— v�vyv ,✓,1_"_,r vvvvv`- N"3m%_�---- --- " "____ 11{36 - x1116` 4 -- °,` _____ �`/ ',\ � � LONG AS POSSIBLE BEFORE REMOVING THEM.
____ / X1 1, ' ', r~ r yyv- rv`r`�YV �"1-N -- __ t'� - - - °- ___ __ M` �`t, ~ 4 -, 4 ___� ; 5. THE CONTRACTOR SHALL INSTALL CHECK DAMS EVERY 1' DROP IN ELEVATION
_,r.,..,..,,,, /' '"� vvvyv ")_1_ - - - +1� -- - -` t ' WITH THE TEMPORARY DITCHES AS SHOWN.
O "I /' /' rz ! III rp !p ^'`�I y,a le - ' I ~ --e-",r Y - _--- °_._�. «.. _. ...... Y __.._- __ -» --. ». I 1_ - ..___'._ - .,_.,,_ -..._ '-" -/ i 'I I
,LdflriC L° � ,/' ! 11 yYYYYYV ,;.` ----- v �,e" / �%_ 1', ~'\ ,# # r� ; ,.^ 6. THE CONTRACTOR SHALL GRADE THE TEMPORARY STOCKPILE AND
1IV —JJC i y , �vyvvv"4, -,, vv�ry ---- ----- -- -r-rt3 ;"� - " "'� - -M r� 4 M1 -M i\ ^ �' / \ i p / TEMPORARY CUT /FILL SLOPES NO STEEPER THAN 3:1.
I LJu
- _
--
-' yvv - t-� _ \ 1
r .-
,/ !
�O vvvyy,✓.a✓W r, / /r ppp ___________ ______________.�`-r. -____-- __ '' ° - - ------------I- °° °\ * 1107___________I yyyya,r`yvY r �,' �,r ___ ! C- M1 t -. _ ___ -° 1-1
°r f'•„ nnnnnnn/'��yeJ\nnnJ,n/e�n.1 n1, /�rl,.tin Jrf ! r J�nnnnnn/�nnl�nnnnn/tiA-, 'e„ n/.n%n - ��� � q �� YYVYYY
�.y,tiA __ -'~ °I nnn� . ��ti ___ nnnnn � _._ _ -- - _ � Y�'yl
am nn ,/ �l'�ti, ,/ '.. nnnnn - c:��- .nnnnn ° ___ \
��.nnnnnnnn ,n i.!s � aJ��` n ?- n n�'�� -tiru, % `''nn nn f ___ -\ _ °__ 7 Y 1
tttti�..'`s9��' " "__. �,✓ rr µ _- r"I4'� """- --.„,� °`\, ~', i \ ,
—t ,--------- - - - --- . __-'- / /% � ♦ / X 110r� 40 ,-, ---•- 10 ; ,r { !
it V r �� i ! f / - ; f 1 ,, 111928 �',I { Jt
�, _ 'ft - �. ° - r\ ,,________: r DRAINAGE AREA #1 YY < --w 1 _t
/ ° ~~ _ �"
I — — 1 7 / r - / \ - - -- -- , \ /r- � \ f 00 , /_ p,�1,L ry,' X111,`, J,d�' ft s8 '• °° i' / ! r'' r � / f ,/'rf ~`\ t . O 1 ACRES - °`, �- �M �_ �� ` ~'� `;t I\" ' to
p _ -`__ f ° z -, /� __________ DRAINAGE AREA TO DRAIN TO A CLEAN `` { X1110, � °�
-4 03 -'' F�(,� -�° 1 WATER DITCH IN THE CENTER OF THE SITE. nnnnnnn�%fs -` nnnnnnnn T` 11 v\ / r
` \\ --'/ ft -` a /� t' CONTRACTOR SHALL DIRECT FLOW AS -_ ", ��'lyp
'`',/ ,p a �11 -''/ _ ''._ �� �-'� ! %J ; ' NEEDED BY USE OF SWALES UNTIL SITE IS /
*' /
G -' ________ STABILIZED. I �
\\\ ,' x 10.9. 65 '! \\ \\ _ _ _ - - .-° d r 11 \ \, / O r�
_ r- 06 - -- I Y , r
\` \ \\ ,/ /, X }SIT 6 '" ...... p // I r``\`, - \ r --. -_. ^ X1111 „28 O 1 rIt' t, P
,`V'` / //� "4d.Y✓P.i . f '' ``'\ ... ..._..•_'°_— ° —..-- — —rI X1 r1m1.3 ^. ' 1 / I / �`
�, r > �~ e° Ir ° 1 I t`` / ,", I Ir
`` \\, ! _ o �' -''' /!_______ X111206 ; I /f,r ,' I,z rt
^\\ , ___ �~ ,/ '' ° ------ - - - - -- ---- - r11,IY 11 1 I,, i It
, -' ___ - - - -- r i rEp 1223
^V ``'' /'~ / l X 11 r1J 19 ' % ` G?y + I ! '\ I 1 1
' -t 1 I , , t ,
- -- / ._...... - 1- HO-- -- ---` - __ _ __ 1114 - - - - -__ 11 i i / r i 1 I
_ _ t\ ;f I I I
,/ !° '° x1113:82, ,' °J ', { /° ,� i 1 1 r-
__ !___yw r ' 1 , r 1,, I, I I I o
' r!'! 1 't I t` ,' t r r t
,/ • —"'`• .. "'"'` •%� // i I , I1 J ,/ f t I , 1
'„^_ i,,,.- `♦ Jt! `'L ```\ It ,t , °fJ 1 rr ft 1 I I I
., `A'1 `1, // I\ '` JI 't' 1 I! I I I I
III, 1 x111239 I `t / ' I I i\
J r ; g' _$.1A,?VD,.J i 0`/.L � AND
1 B11A L'7 %VITA .7"'T
,r_ -r 8 I EP 752 D7 465P 7692
\' 1\ // dp:V. 5991078p110 y
vg
__ 7. ALL CUT /FILL SLOPES THAT ARE STEEPER THAN 3:1 SHALL HAVE
STABILIZATION MATTING APPLIED AS DETAILED THIS SHEET.
8. THE CONTRACTOR SHALL APPLY TEMPORARY SEEDING TO ALL REQUIRED
DISTURBED AREAS AS STATED IN THE TEMPORARY SEEDING DETAIL
PROVIDED.
SINCE LEGEND
wV `, I I Cx R_ I .d O CONTRACTOR SHALL PROVIDE 30' WIDE PASSOVER WITH A 12” SCHEDULE 80 PVC PIPE
INSTALLED IN THE TEMPORARY DITCH.
\ ) ,II O LOD SHALL NOT EXTEND PAST PROPERTY LINE.
1 i i1 U O INSTALL TEMPORARY DITCH TO ALLOW POND TO BE FILLED IN THE DRY FOLLOWING THE
/ POND BEING DRAINED.
1 1 I i /
i
' O PROP. 48" RCP BYPASS PIPE. REFER TO GRADING PLAN FOR DETAILED PIPE INFORMATION
i I INCLUDING INVERTS, SLOPES, ETC.
1 10 CONTRACTOR TO DEMOLISH ALL ITEMS LOCATED WITHIN THE LOD AS SHOWN ON THE
DEMOLITION PLAN. THE BUILDINGS SHOWN ON THIS PLAN ARE FOR REFERENCE ONLY.
i
i OF LOD MAY EXTEND PAST PROPERTY LINE TO THE EXTENTS SHOWN TO ALLOW FOR THE
./ CONSTRUCTION OF THE TEMPORARY DITCH.
I (RI O LOD MAY EXTEND PAST PROPERTY LINE TO THE EXTENTS SHOWN TO ALLOW FOR THE
CONSTRUCTION OF THE PERMANENT BYPASS PIPE.
}' 0 //
S-B, )' V;r'`V7TU ;,5, L 1' C r,B,M. INITIAL BUILDOUT /PHASE 2:
s?, 6081 >Cr', 167 1 CWOM1FMaVUAMVrATN 917843ANDE 1,5K718
12V-5991087798.71 Ar AN ELEVAnav of 1fa m' Misr a<s1F av mmmv DRW. FOR PHASE 2 ELEMENTS, REFER TO SHEET SW- 5,SW- 6,SW -7
FINAL BUILDOUT /PHASE 3:
FOR PHASE 3 ELEMENTS, REFER TO SHEET SW- 8,SW -9
�-}� WETLAND /STREAM NOTE:
R NOTE 1V OTE WETLANDS AND A STREAM ARE PRESENT ON SITE AND ARE
BEING PERMITTED FOR DISTURBANCE THROUGH THE UNITED
REFER TO THE ROADWAY IMPROVEMENT PLANS STATES ARMY CORPS OF ENGINEERS.
FOR
l E &SC MEASURES ALONG INGRAM DRIVE
MORE ; r ILTFENCEIAND`IN ETUTARE
° / .'' 1 w I 1, 1 I 1113551 - as ,a_ -- 1 I r -- _- _ -
I /`E1' 11121 , _ -, _.. _... -
`° ` d1w
� ___ _T " ------------- `..` `'` ^.•...,•• t ' O r 4______ '"" —„"'.' }µma"" -,I !
It I 2 oX1170.52 - -- - i » !_'!f r
Y`',` n 1t wM ./ !` ___- ___ � _ - - 13 t,J 141 L.F. 15
- EASC PLAN SELDWG PRINTED BY: JWOODW 1.07.15 0 221 PM LAST SAVED BY: JWOODW
....,.a..... /
` EP_LZ��?z2 ',
_ I
NOTE TO GENERAL CONTRACTOR:
PRIOR TO CONSTRUCTION, GC MUST CLEARLY DELINEATE AND
MARK OFF AREAS IDENTIFIED IN THE SWPPP OR IN THE FIELD, TO
BE PROTECTED (SUCH AS, NATURAL BUFFERS, TREES, HABITATS
OF ENDANGERED/ THREATENED SPECIES, HISTORIC PROPERTIES,
ETC.).
- ••• • ^ • I s I" 1. ­_---_1___."m9 it 1I — if If f
PHASE I EROSION AND SEDIMENTATION CONTROL PLAN e SOUTH- 30 15 7.5 0 30
. 111=30'
DEVELOPER /OWNER:
WAL —MART REAL ESTATE
BUSINESS TRUST
MAIL STOP 5570
2001 SE 10TH STREET
BENTONVILLE, AR
72716 -5570
479 = 204 -1195
SITE OPERATOR /GENERAL CONTRACTOR:
SUPERINTENDENT:
IMPORTANT: GC MUST SIGN ALL PLAN SHEETS
AND ANY NEW PLAN SHEETS ISSUED BY THE CEC.
REVISIONS BY
DRAWN
JBW
CHECKED
KJC
DATE
1/7/15
SCALE
1 "—v 0'
JOB No.
NCC138020
SHEET
SW-3

0
0
C
I%
E
1
2
3 1 4 1 5 1 6
7
0
01
GENERAL NOTE: SWPPP UPDATES AND AMENDMENTS I
IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THIS PROJECT
WORK SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIVE TO I
THE SPECIFICATIONS OR APPLICABLE CODES, IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD IN
WRITING PRIOR TO THE START OF CONSTRUCTION. FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUTE THE GC MUST UPDATE THE SWPPP, INCLUDING THE JOBSITE BINDER AND SITE , s ,I ` I
ACCEPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF THE WORK AS DEFINED BY THE DRAWINGS AND IN MAPS, TO REFLECT THE PROGRESS OF CONSTRUCTION ACTIVITIES AND , i i 1 i i
CONFORMANCE T LOCAL REGULATIONS AND DE r I h ,
- FULL GENERAL CHANGES TO THE PROJECT SITE. UPDATES SHALL BE MADE DAILY TO ,' i i i 'I 1 11 ,
TRACK PROGRESS WHEN ANY OF THE FOLLOWING ACTIVITIES OCCUR: BMP / i i I I i I
INSTALLATION, MODIFICATION OR REMOVAL, CONSTRUCTION ACTIVITIES (E.G., ,/ I 11 i i i ; }
,", PAVING, STORM SEWER INSTALLATION, FOOTING INSTALLATION, ETC.), ,/ it 'i i i I O , i 1 h
CLEARING, GRUBBING OR GRADING, OR TEMPORARY OR PERMANENT ' ,;*• '� "bj � t I I i
ji STABILIZATION, r° CN ANJ`N_ _ _ I i i ,
i i I
\` I , i 'A t t
\\ ._ • • 1___ __ IMPORTANT: 1 ,'\�� t1 y1 i t �+ I i1 i
\` [ cp 91.2 1 r _ __1 - THE GENERAL CONTRACTOR MUST SUBMIT A REQUEST FOR INFORMATION (RFI) i + ,, t i ; �s I + `t
\`\ /iii/ , ` I- . __ "" ` __ -. ; ' TO THE CEC AND OBTAIN WRITTEN CEC APPROVAL BEFORE DOING ANY OF THE i 5 t ` + i i i ' i l
°' _ __ s FOLLOWING: i r ,, I i , , t t
__ e G 0 Q I 1 ,J t i i iO y i i i
_____ _ _____ - -° T_`___----- _' -� ~~ ,' j 1. MODIFYING EROSION OR SEDIMENT CONTROL BMPS (SUBSTITUTIONS ARE i ' t i' i i i i °` i i + , - --A,
- - ------ __ / f TYPICALLY ONLY APPROVED IF SPECIFIED MATERIALS ARE NOT AVAILABLE Szt 1 t , , t ` I I '
- -- --- - �� I OR THERE IS A VALID REASON THE SPECIFIED BMP WILL NOT WORK) -' I I 1 i t ' ,�,,,,,, t
' 2. ADDING /DELETING EROSION OR SEDIMENT CONTROL BMPS; ,I19'r'l ' €; IJ II i

1- 1 2 I 3 ( 4 I 5 1 6 1 7
1
1 GENERAL NOTE:
IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THIS PROJECT
WORK SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION, SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIVE TO
THE SPECIFICATIONS OR APPLICABLE CODES, IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD IN
WRITING PRIOR TO THE START OF CONSTRUCTION. FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUTE
ACCEPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF THE WORK AS DEFINED BY THE DRAWINGS AND IN
IN _j I , , I
, ;-) - 1, ,I, I- �I 1, I I"
---- . ____ A `'` ___­10 95-
__ _ J.1 `� III I)c
-�. �`.
x109258 _ � _
_ _ - -- �- -- ♦
♦ CD NI
-J
f` - _ \ 11, 11 DD -____
- I% 0 5 1086 1087 1088 ° 1089 109p 1091 109? 1093 1094 1095 1096` °* _____ - CD '
-_wft ° goo - DD-
___ `. o `
_ ---� _ -
,. 40 , to
\\
� -I--- -----"-, 4 I", 1, - IN- I----.---- - -_ I---- p _� I----- --- -------- ___­ 1. I R
_ - -_ __
- -- � �
- x1079. oRi�` __ r° 10_ _ I N,I ' - y" PROP. 40' WIDE '� "- -_ 11 __ _ _ __ ''~ --_ 1 EMERGENCY SPILLWAY "` ` - - ___ _ - __ -,r .+
\ - __ - o° 1 1082 100. , ` - - -- -- - -- _ - T1085
_ 1085 084 1083 - _
_ '___- 1 108 10 1085 � ` _ - o
�.. � __ __ -M 081 1082 3 � -- ` �`. , �_
"1 ` �� ` _ _ /� r%
y' \ ___ OP SF 07 �_ ' _ 1p84
\ '`- ___ 1 __ _ - OP 07 - 108
N- 0B' ` ~ `�-N _ , -�_ ~- TEMPORARY SKIMMER SEDIMENT BASIN #1 - - 't /oe
C ' \\ \ ```\ 11~~ "" DESIGNED TO MEET PH 2 REQUIREMENTS: --�I' s
\ �`` --- DRAINAGE AREA: 10.0 AC L --
' ~ � DENUDED AREA:10.0 AC 1P78. 01
__ STORMWATER OUTFLOW #2 DESIGNED FOR 10 YR PEAK FLOW = 34.5 CFS `� . �� -- ; 1 1919 " - "
��``♦ 'I1 I wwxt{I'7 . LAT: 36 °15'55" N LENGTH: 158 FT L,`Y'1j`-1-y
I IN"', " 1, LONG: 80 °21'57" W I �-
`; ' \I II \ _ WIDTH: 74 FT , - -- 1 -
SURFACE AREA REQUIRED: 11,213 SQ FT f -' \',,I
A
PHASE 2 NOTES:
1. THE CONTRACTOR SHALL LIMIT THE AMOUNT OF LAND DISTURBANCE TO THE
EXTENT POSSIBLE DURING PHASE 2 OF THIS PROJECT.
2. THE CONTRACTOR SHALL MAINTAIN THE PROP. TEMPORARY DITCHES FOR AS
LONG AS POSSIBLE BEFORE REMOVING THEM.
3. THE CONTRACTOR SHALL GRADE THE TEMPORARY STOCKPILE AND
TEMPORARY CUT /FILL SLOPES NO STEEPER THAN 3:1 EXCEPT AS NOTED AT
THE TEMPORARY SKIMMER SEDIMENT BASIN SLOPES WHERE STABILIZATION
MATTING SHALL BE APPLIED.
\ \l"I'°I" lI "DAII:S AND \ \Il:A11) \ll:AI
THE GC MUST UPDATE THE SWPPP, INCLUDING THE JOBSITE BINDER AND SITE
MAPS, TO REFLECT THE PROGRESS OF CONSTRUCTION ACTIVITIES AND
GENERAL CHANGES TO THE PROJECT SITE. UPDATES SHALL BE MADE DAILY TO
TRACK PROGRESS WHEN ANY OF THE FOLLOWING ACTIVITIES OCCUR: BMP
INSTALLATION, MODIFICATION OR REMOVAL, CONSTRUCTION ACTIVITIES (E.G.,
PAVING, STORM SEWER INSTALLATION, FOOTING INSTALLATION, ETC.),
CLEARING, GRUBBING OR GRADING, OR TEMPORARY OR PERMANENT
STABILIZATION.
IMPORTANT:
11 g 4. THE CONTRACTOR SHALL APPLY TEMPORARY SEEDING TO ALL REQUIRED THE GENERAL CONTRACTOR MUST SUBMIT A REQUEST FOR INFORMATION (RFI)
,� 0 DISTURBED AREAS AS STATED IN THE TEMPORARY SEEDING DETAIL TO THE CEC AND OBTAIN WRITTEN CEC APPROVAL BEFORE DOING ANY OF THE
�` \ ° I �p0 PROVIDED. FOLLOWING:
1. MODIFYING EROSION OR SEDIMENT CONTROL BMPS (SUBSTITUTIONS ARE
�� ____. - TYPICALLY ONLY APPROVED IF SPECIFIED MATERIALS ARE NOT AVAILABLE
OR THERE IS A VALID REASON THE SPECIFIED BMP WILL NOT WORK)
�_______ '_"__-- _ - -1t{ 2. ADDING /DELETING EROSION OR SEDIMENT CONTROL BMPS;
Cep' 3. MODIFYING THE SWPPP IMPLEMENTATION SEQUENCE; OR
, �--._ _ 4. PERFORMING ANY ACTIONS OR IN ANY MANNER THAT IS CONTRARY TO THE
- _______ � Y ______ -__ ____________ SWPPP.
"' �` - -- - /aa ________________ THE CONTRACTOR MAY MODIFY OR ADD ADDITIONAL BMPS, WITHOUT CEC
- -_ - � APPROVAL, IN AN EMERGENCY SITUATION TO PREVENT SEDIMENT DISCHARGE
---- .--� _� 1 �` _�__ -___ �\1m1,_ -_____ -'�° OR PROTECT WATER QUALITY; HOWEVER, GC MUST NOTIFY THE CEC AS SOON
y`- __- ~__"._ __ _ - - - AS PRACTICAL AS TO THEIR ACTIONS TO DISCUSS THE NEED FOR ADDITIONAL OR
` �° __..,, -'° -- - - SUPPLEMENTAL MEASURES AND TO OBTAIN THE REQUIRED APPROVALS. THE
-'- -`-- -- - ___ ` - ��-- _--, J- N_ "lN- - - - -_- ____ -- ^M - _____- CONTRACTOR IS ULTIMATELY RESPONSIBLE TO ENSURE COMPLIANCE WITH THE
- '`` -- - PERMIT AND PROTECTION OF DOWNSTREAM WATER QUALITY.
�_______ - -__ __ -- ,gig- _____ "_________.� __ - - - -_
-- '_- '``~ -° -J�` "--~- AMENDING THE SWPPP DOES NOT MEAN THAT IT HAS TO BE REPRINTED. IT IS
_ - ACCEPTABLE TO ADD ADDENDA, SKETCHES, NEW SECTIONS, DETAILS, AND /OR
'--- -F09 - _ ___________ _ ____" ` _` _� _ ___ - - -" -- -" -- __- REVISED DRAWINGS THAT HAVE THE CEC NAME IN PRINT, ARE STAMPED, SIGNED,
�' - _- _ - -� ~� r "- �- DATED, AND ARE ACCOMPANIED BY WRITTEN COPY OF THE ASSOCIATED RFI AND
° .� ~ _1996------- -- --- - -- _ - - - - --° ' �c - - - -_ _-- - --- -" _ � --- ° - ---�' ITS RESPONSE FROM CEC. ENGINEERED ITEMS MUST BE SIGNED AND STAMPED
% ___ ____ y,� - " "~ _ _ __ __- - � _` _ -- "`~ ` "" --- -°- - "y-�-- BY THE CEC OF RECORD FOR THE PROJECT.
- _ ~~ A995- '-^--- _.,`- .�- ____.. .....-- .. --.._. -� -" `4 mac'__'.'" _-- __- - -..._ - -° __ X1- Z.921L.f ------ .
6? - APPROXIMATE CENTER
_ ` - 9
` - _ _ _ -'- _ _ - ___ ___ -- -� OF SITE:
- -* _ __ °` " " "~ LAT: 36 °15'55.00" N ..- ___- _
t`- _ ' -- -__ `-- ________ x909 51 -_ _ 11pj - ________ _ _________- __ "___- - _� _" -_ -'' - -~ '- - -- _ _ _
'DD ` - -- -_ _ '>_______ - - - -- ___ ____ " LONG: 80 °21'52.99 "W
- .-..._ ..._,_,- "�_ -_.y iy..� -_ - -4 -^____"""__ _... .- ...___.. -_ -°. __.- .___... -- .._.- joyw_� ___`- YYYYVYYVY� - "_,..
-- - ,cam/ _ _ __ _ _ __ _- ____- "1 %" -__ - -_ CAA _- -_--- 111 -1 .nnl`'` =
___ -_ -_ -- -- -- _ v.r p n ,r
~"Y� =' CD -- )W8v--_ -_ _ -_ _ fir" -r-r ___ - 1087 __
- ... ` " "" -____ `'`'� =%1:�, - -___ __ Y - __ -" __. , 1088°
- - - -___ ________ -_ vvvv ---- =�'�
yY -- _...__.- _ - - - -- - '^ VYVVVY ___ - '"` ^ ^ ^JRh. -d"d - n _ -_ -�',` ``� '`".. ```\ - ` '"lam'
_ _ __�._`_` V�VVV>'VY Y„IVYJ _ ____ ^ ^^ ^ -nn 1fA21i 04 `` :�7 ;```J�" `�`` �``` -�..
-� aec .e Phil' \" ^� ^ ^_y ,�,,,�_�, YYY Cl v .A. J'- i ma r;o "8 -_._. ._.� `♦ `. / , I �`�' \ `. `'''ti ,
10 _. � �~-`�� _ �_ -__- -__- -_ _ - -- FP �Nve_ - -1085 '`..__ l: , ;,--_ `=� '� ; ; ; ,
`-...' ^...._ TS - \ o - __„_. -mac_ �9_0 ` \ � �' 'r"'�� I �\�1 `1 11 11 , 1 \ IN ___ - ": "N.- ji - i f f , <-, I 1 \ 1
/ 1 _ _ i I 1 1``1 \ \I\
^" __'""' -' _( it \ l
, � _` - it g/o ` ' I
r °' II
ir9 _r_
_.........__._.__ F f
,
F___ - ____ 11ps `
,i i
i i
// STORMWATER OUTFLOW #1 , - - - -- _ -,, J °'0 ` } 1; � 1,11'
' , �,'�r ,,, 1, `\` �
_____- _ -___- LAT:36'1 655 N ".... - -~ __ ,._ -- , , , ' I IN •♦ ` X IN LONG: 80 °21'56" W %r �� _ ,1086 ' _, ; i II \\
" -- - - - - -- WATER Cl LOWS FROM BYPASS PIPE AND POND \4 - `-~ - ----- "� 87`"r„" Yxd YVY \ `
jk♦
6
,� - WATER FLOWS FROM SKIMMER LESS THAN ±0.01 ' . ' :' _ I I I I ,; `• I I r -- -- x;.,;•10 0 i I\ , \\ `4\
" ��` SURFACE AREA PROVIDED: 11,951 SQ FT , \�. I LESS THAN ±0.01 MILES INTO AN UNNAMED � ?/�.' `' `" -�I '
�� l °° `- �..s�"�' ---_ MILES INTO AN UNNAMED TRIBUTARY THAT = VOLUME REQUIRED: 18,000 CU FT ```�I 1 ° ^'` 1 i I j - r'~ '' / `r�� - 11188" " "Y �J -' -'' `` � `♦ v '°
_ ___ ` \ \ ♦ 1 I i ! i : �C3 t I i f p \ i ♦ ♦ ky / /
-- .� DISCHARGES INTO CROOKED RUN CREEK. i i i I�i TRIBUTARY THAT DISCHARGES INTO CROOKED _ ____ / -' ________ _ \\I \
~-- ''`, �;;„ -� µ ` _ VOLUME PROVIDED: 26,075 CU FT , ,- - - -_ ~` ` " " -~ IP1
"� .''/r /,� rr ; ` ' iV 1 ; i ' �I,_--- - -' ° °" RUN CREEK. /' � \ / - -_ ''' �� '1-51 -10gg x,,.,,� ^^
t•-- .---._ _ _ _ -� -__Y -` �`� , r TOP OF BERM: 1085 FT r •- ��! -- r -� J ` ` h
' / - ~`~��' "�/ r r °r , y l ( r i r / / -1 -L - Ir- 11 N '� � l _ _ ```'I + 11 Cm
""` --_- ---_._ -- __� . BOTTOM OF BASIN: 1081 FT I ', I I ' w r ,' , IP2 _ °. \ =-- --� ^%� x�c '
J ' ilr
- - -- -� . ----------- __. , ,/' WEIR: 1083.5 FT (EMERGENCY SPILLWAY) , ', I I /'It, , II I I 1 o ",--A 1109 _ -- °, / ; , - - _ O -
_ - -_: --I'-'-,----*- " `, / ,' r 1 , O _- ' , ' 1 ' I a`_ __ - - -__ r r \ \ r' _ s _ ' \I \
- ______ ��`` °- .._-- -___`, / % ,' / OP SKIMMER PIPE DIA: 3 IN I ^\ jl r , ' I' I ; I I , / r �r - - - _ ,
�___ _ _ - - - - - -- , -/ ' r` ,,' ;I - ' ;; , I I I I J -` / / D RAI NAG E AREA #5 -- = ',I,
�~�```_ -_ ___ __________ ___ _ SKIMMER ORIFICE DIA: 2.25 IN ,`, I / / '\ , "" -
___- ` ° _--.. ___ - - - - -- __ _ - - - - - -_ _ _ __'0 / ,/ 107 ____ SF4 ,/ I I, - r I I 1 TS . \\ / /, f r' "``` \` / r i - - r
-- - _ ' -__ -- _, , 1076' -- - - -('' fI - -1078' i I I i� i , - ♦ -1{jg _ _- -- _ �- , r \ ` , _" ,,
-- __ - - - - - �� _ / 1077 _ _ _, 7� -- \ \tl 1 ; ' i { ; " _ - - ' ' ', - 0.9 9 ACRES r
_ ' -_ _ / 1078 , \ \ .A' ✓ ' ' I I I o m " , / \ ,° rr
_.__. --+.. - ../ I ° _.____ i 1 1 O t p C7 ,/ ....r , , /r\ , \ ..�j _ rr.�'' _ rr
___ `� \ 1CONTRACTOR SHALL INSTALL RETAINING -- - 1079 -1 -_ ) , f + ^ / t ' , �r� ,' -
-" -- - -- '� ^ -~-= '' 1080 - - sue____ ° -� ,' I i ' �i� cD / / /�,/ ':,� DRAINAGE AREA TO DRAIN TO BLOCK AND �' - /
- -__ - WALL TO THE EXTENTS SHOWN _ --16v6 1081 �o 'o ,' r' I 1 -�,, 9� - ' o°
vx - -- __ -_ - -_ - -- _______________ _ 8,¢ t r , �, / 1-1 __�_-- --'_'�-� - ------- - - -.;� -�_ GRAVEL INLET PROTECTION. ° '��
__
", ___ -- -- __- mod" G �
__ -" - "-- 1083 „ _
2 _
-
0
r
r r , r
O ,I
i v
___ _ _ ___- __ a _• r
---� _� __ `� r'' 1; CONTRACTOR SHALL DIRECT FLOW AS =
� ' t\ ,g �� 70 _ _, t ' l � I '°�- �ff � � �VY�+r^TYY~ � "' ,,,... -- "'� � i ! r' ' , / r
aD
8 1
_d �~ 8s �' , , r 1 °°o �� _ __ - - - 1095 --
__N STORMWATER OUTFLOW #3 _zr -G _ , / , :)- �.- 1 / _ -```" J�,:r ____ _______ ______ ,,off
o I n •. ^ • <f- Ory r I 4 .JY - --` ,.� - st aM 109 z .3a /
-_ �_ ,.-- _ -- ___ _ _ _ NEEDED BY USE OF DIKES UNTIL SITE IS r
LAT:36 1554 N ` �� DD --
` _ , 1
u
______ _ LONG. 80 2156 W / , _ _- __ I
- - -- o o m�- -- _ __- - - -~ *-�^' _ -_ "- -� -- - ;�,,,_,�_ , STABILIZED. -loss
_'tr27`�.- `u -a-' --t -- :'1 CP !I , `O �_'- �°"".' " .., __- `y"v^"C� _- -'y- _,,, imy �,,,., -. -� -u/�n .r--; _ F C� ____ t!
-- -- - - `f882- - + + - ' ' _ - __ o --------------------
---- - - - - -- - -- ° �-Ie - �syY_- w -�--- ;- =- -_ - / , - r
WATER FLOWS FROM THE SKIMMER LESS - k } YYYYYVyu?._ ` - -- _ , __;= _ - -- _ __ 0g7 _ r
`%? -_ _ -'" ' o _ _ _ r ` !�M _ _ r ` ' ♦'`off , _ �r ,r
THAN ±0.01 MILES INTO AN UNNAMED '8d ' \ - _ \ _________ -- -- / - f -- '&2�r _____ IP2 __ __ _ _____ __ - _. ,__
--- -_ SK "` -_ __ ~- -- - _ X69 �, h. - \ \ __ -- µ - µ~ _ , , .
TRIBUTARY THAT DISCHARGES INTO - �" r ___ - = ==- `N - -- -� _"x`. = =-- rl "� -�-'" -" -_ __ =__ �. ` - -� __ �~ _ o ' �`'°
____ - "-.•- _.....�._ ..� .� -_- ^ /..r J \ i- o OP - �O so.- - +- .,^•- '- - - -I . �„ _ I �i�'`�^ r` ® \ _.•_ -- ---°-' ",_ -�'"_ ..... -- -._- -- ___ __ '`,♦fir 'f 1 rr- r r
CROOKED RUN CREEK. `aa8 - m _ xa ` - -' - _- _ -_____ r �'` "C_ : \ _ -1098 - - ! o
_ - - .. - o ' Ng--____w w o '%. o Qf3 -- ^- `w __%.c%� - ~' - j��:!- %�!��`x / // "\ � - _____ ___ -- -- 1�O Pr rrr /rr lrr0
- - -- - �- " o _S SF ` __ -_ _ " ^ ° - -` � ^ice \' __ _ - o
11
LEGEND
SITE FEATURES
1 1
t 1 7 7 r
! ! , I t
i , , i
, ,, r ,
r r I
_
',
,' i
i
' '
ti , f
BOUNDARY LINE
-
RIGHT OF WAY LINE
i Op
PROPOSED LIMITS OF DISTURBANCE
- -XXX --
EXISTING CONTOUR ELEVATIONS
- - ® --
PROPOSED CONTOUR ELEVATIONS
= = = =
EXISTING STORM DRAIN
PROPOSED STORM DRAIN
_7
EXISTING SLOPE ARROW
-1.85% �
PROPOSED SLOPE ARROW
LIMITS OF DRAINAGE SUB -BASIN
---.. -, .- «.-.,.
SOIL BOUNDARY
- „ -::
WETLANDS /STREAM
X CF
CONSTRUCTION FENCING
__-@
TEMPORARY PARKING /STORAGE
---------- DDDDB
DIVERSION DIKE
EROSION DETAILS
CE
TEMPORARY CONSTRUCTION EXIT
-SSF- ®F
SUPER SILT FENCE
IV 0
RIP -RAP PAD APRON
® SS
SWPPP INFORMATION SIGN
® IPl
BLOCK AND GRAVEL INLET PROTECTION
® IP2
SILT SACK
® CW
CONCRETE WASH
SP
STOCKPILE
�a
�%ei .`:"w ECF
EROSION CONTROL FABRIC (IN DITCHES)
OSTABILIZATION
MATTING
HEADWALL
OTEMPORARY
SEEDING
39 CD
ROCK CHECK DAM
® OP
OUTLET PROTECTION IN SILT FENCE
�®'- O
TEMPORARY BAFFLE
-'Q SK
SKIMMER
SOILS
CCB
CLIFFORD FINE SANDY LOAM
(2 TO 8X SLOPES)
0.132
CLIFFORD SANDY LOAM
(2 TO 8X SLOPES, MODERATELY ERODED)
FPOZ
FAIRVIEW- POPLAR FOREST COMPLEX
(8 TO 15X SLOPES, MODERATELY ERODED)
FPD2
FAIRVIEW- POPLAR FOREST COMPLEX (15X
TO 25X SLOPES, MODERATELY ERODED)
F rI3
FAIRVIEW- POPLAR FOREST -URBAN LAND
COMPLEX (2 TO 8% SLOPES)
WATER
�f
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_ _ � o ,r' " _--~ _ - 3` S 1 ~ -- ' �D �r Y- ............... --- -- - " - -- IP2' - f 1 ,' /t O r
__ _ -_ _ __ __ __________ ___ -__ a ___ _ PROP. WIDE ' k "o __ r. 3- - 3''_ -___ �96 1o9j 1pg8' 10 ''� `` -_ _ ° ________ ___.._---- ______________ xta9b e' - ____ -- / o r
` _ w _______-__- _ o - °'° __ T r 9y 11p0 11p1 110 11 _ CD _ _______________ _ ______________ -_ _- -- -- -____ -� `' / f/ /, f 'i (( t
- _ _ _ ~�' a` C� - EMERGENCY SPILLWAY TB o ° -- ) -'' - "- 2 03 _ ------ ' °�r -__ -__ �- __ ._._ _ __._ ..__- -- - / ,' rr I , 11 y'_^- - �,. s r b CD " i - _ - -__ ___ "' �M I r/ Pt i i
~ - ~` `- __ _ ____ _ - ----- _ o - / / o ~ < _ r / r -- R ----- __ - - -- #0 $' "" --------- �_ ----- ----- ,-,_,_ --__- ---- -- -..-'' ° 01 0 / / / I ,/I ' t1
___ __ " _4! h � m___ - _ - _ -- _ - " "' '' ____- _- ________________ \ o / / /r /, ti r
101 - -_ - - ., 108.983 `' �r ;,. -. .-- rr o � --" _ _ � _ - _ __ -y, ____ g _- \ ^ rr /' r,
.tit � _ "'v.. .- - -- _ r � � , , r/
^O r r ». rr eb- { --".`a -- °__ _ _.-___.... ....-- -1_1Vv °�. ______ -__ --. ~`` _.._ -___." `\ /° // /r I
IN --- --- --- - ----- o - 3 rn r° __ <--- -� ~� rJrr° W;-- as _ x /I,- °_ - - -- c> - ,, ,r z , ,..
- _ -_____ 1fl99_,_ o __ { ..►e -�; ` _ DD _ - ^"_ __ - -___ f llf�1 -, - _- -- ____ - - - - -- 1 Q2 /° ___ -_- " \, \, \\ on, . \\` r O' -,' ,r / 1 1
\ -
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- °___ -_ °r ` ° r / ".� °° { - ____ _- +r rii - - 110279 \\ \\ ^o"� i ~ `� rr i,' ' !'fr
_�
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___________- SF4 ° "° % /' \ ' \ i
.._._ �\ _ _ __ � , < K -' ° TB DD " / '`rr - - - -- - -- h - - - -\ # \`\ /11 //t ,/` I
^ 1
\________ / / /' i
`�'` "` - + ° 1 91 �n~�� ^~ � K ^ , ^�� ^p f`.,`,` ^^�%� ^^ ^ ^ ^�nnn, -- r � D RAI NAG E AREA #2 - - - -" D RAI NAG E AREA #3 D RAI NAG E AREA #4 'Tl� __ a / °' / ' I
` �v 1 I
- W9'1 -- +N 1r7y r' r- �`-�
19
G
H
x109537 �` ' . r e , ^-k ., 11p9? ,,/ 1 5.29'r r -' _- _ -___
r r //
`�-_ 4 .g 1pg31 rr, ' TEMPORARY SKIMMER SEDIMENT BASIN #2 0.13 ACRES 0.19 ACRES 0.7 8 ACRES �`''' 1
`� / os4 DRAINAGE AREA: 9.56 AC \ -1/ 110501 j
DRAINAGE AREA TO DRAIN OUTLET DRAINAGE AREA TO DRAIN OUTLET DRAINAGE AREA TO DRAIN TO SILT FENCE. ,5 /
` 1_ ` _ -- - - 4095- -- � ,�,,.. -- -'' less rrrr , DENUDED AREA: 9.56 AC -- `"i --x
_r SF3 DD 1086 ° ,; ' DESIGNED FOR 10YR PEAK FLOW FROM 10 PROTECTION SILT FENCE. CONTRACTOR ---- PROTECTION SILT FENCE. CONTRACTOR CONTRACTOR SHALL DIRECT FLOW AS ' ` ` `--- �"- �'
IN- 1097 r ,r ACRES =34.5 CFS SHALL DIRECT FLOW AS NEEDED BY USE OF YYYY SHALL DIRECT FLOW AS NEEDED BY USE OF NEEDED BY USE OF DIKES UNTIL SITE IS
r'
_________w9____ LENGTH: F FT DIKES UNTIL SITE IS STABILIZED. DIKES UNTIL SITE IS STABILIZED. -- STABILIZED. 1' °� 4r-`
" � WIDTH: 76 FT _ ,> „
,' r,r SURFACE AREA REQUIRED: 11,213 SQ FT I * o°
- X1096.6 ///// SURFACE AREA PROVIDED: 11,530 SQ FT
--- ------- -- - - -- A997Z - -- _ - ,,,,,,<, ,- ---- -- VYV v VOLUME REQUIRED: 18,000 CU FT ✓ " ' N-'-` ___ __ -- t_ ` \\
° YYY Nom% r -------------- -I- log------- - - -_ -°
"" VOLUME PROVIDED: 26,099 CU FT ,r - __ �'
T1 v Y / .r___ -._-._
.Woo "" �Y YY TOP OF BERM: 1095 FT _ ' "- . ` °° \ _ - / ^
`� - ,i,1►, / f, _ { I . _! I -__ _ _ 1107 _ °
________° -, -� ___ ,''" r''r r- BOTTOM OF BASIN: 1091 FT _- ' --` "r~ pN --- - -_ - -_ - -'' r °rr" � { � I --- _ r
-- - - rr °° ° _- _ - - t1�9-
r r
' /e r / ^� .E�. ^ ^ ^ ^i.sC.� ° " ~` ° -r / c ^ ^,�^i. ^^ ^�l^.�^�..ti�lrtr� __ "` "- n ^ ^ ^n�.nn ^An.un .�n.�.�n.�i. "" c la-- I-\
..--' ^ ^nn WEIR: 1093.5 FT (EMERGENCY SPILLWAY) -'' " ^nom - ^�-1 nnni -^ _ __ 1Aa� -• {YYVYVVYV\, \
_ r ° ^ ^ ^n^ ^ ^ ^ ^ ^ ^^ �t•�ti.- ,n ^^nnnn / __-- 1 l ` -8
` S� ^ ^ ^ ^ ^^ ^.6^,a_ ,gin ^ SKIMMER PIPE DIA: 3 IN ^�' / / '0 ? T-`s� r II
"IN °� SKIMMER ORIFICE DIA: 2.25 IN /r / .� _ -
, ° / 0 . -` _? _ _ �' 11x8 - -___ `
-II //------- - - - - -- `4 _ _ ___ / `% / xI108.40 �/' /'__ � 100-00
/'- ^_,. ``a ?rtta92Ci \ ,\ Y' /'/ IN WV I 11 / i \ 1'
I ; ,'/
I
I
1 EP 752
I /
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"__ `^ -""� _A -I' .-" O ,r''° ',/ ° /,,- ',° %' py .-_ '1\ I ,t __' 1I 1!
�___ _ -1 /__ ° " " ° "� r °� DRAINAGE AREA #1 �l, �`� _-_-�, `11d9_ -__ r' ;a
-'_ - ` I r��{}2' "` x1102.5',?" 1 � ��'r 100 / ? I - _ __ `" `-'_ ___.. _.._ --� < `- \ 1'� 1 P ft
- -___ T -�° -_' , t r x.110 =-°� ,_ 9.56 ACRES ; �-' - -_' �r1 /a^�� I /,I 1 - ,. F�C� r- ____ \\ / r' ft ,�, ,. / D RAI NAG E AREA TO DRAIN TO A SKIMMER`^^^^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ir ^ ^ ^ ^ ^ ^ ^ ^ ^ ^� 1 o° so / `
- _ _ ,, r rr r / I SEDIMENT BASIN #2. CONTRACTOR SHALL - - - -- x ``� o r I f
x110244 _ ______ N 11 / TEMPORARY STOCKPILE TO BE GRADED . % / , o I
- _ �__ "`, °~ " - ASS s ' ATA MAXIMUM SLOPE OF 3:1. F�� �, / rt,f r' DIRECT FLOW AS NEEDED BY USE OF 1//1.48 / P; � I
`-- --- _ " J� _�`�ss__ - ,r- '' SWALES UNTIL SITE IS STABILIZED. �' � \
,' ,..�t -'" J X110. 65 /' '`\ /
____________ `\ ` \ \.,, ' %1 �- °� / '�' r te.,_' ss - -, t/t ` \\ ____"- __= ._-'°"."°-' / lip 111tJ72
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_____ '\
3MINNOC138020 - E&SC PUN SET.DWG PRINTED W. JWOOOARD 1.07.15 0 2:21 PM LAST SAVED BY: JWOODARD
3 i I `�-
_ I - / I .. -. -b - _ -, a , I _ -
-- -PHASE 11 E�OSIO�T\ AND SEDIMENTATION COIN\ T ]ROL PLAN - SOUTH 30 15 7.5 0 30
1 "= 30'
41
ROADWAY V AY NOTE
REFER TO THE ROADWAY IMPROVEMENT PLANS
FOR E &SC MEASURES ALONG INGRAM DRIVE
AND 5 FORKS STREET THAT INCLUDE BUT ARE
NOT LIMITED TO SILT FENCE AND INLET
PROTECTION.
T.B.M.
CDNQPEX MDNUMET/T AT N- 917,84 i AND E-1,596,716
AT AN aEYA7xw OF 11 am, ME9T DF 577E ON 1NQ4AM aww-
INITIAL BUILDOUT /PHASE 2:
FOR PHASE 2 ELEMENTS, REFER TO SHEET SW- 5,SW- 6,SW -7
FINAL BUILDOUT /PHASE 3:
FOR PHASE 3 ELEMENTS, REFER TO SHEET SW- 8,SW -9
WETLAND /STREAM NOTE:
WETLANDS AND A STREAM ARE PRESENT ON SITE AND ARE
BEING PERMITTED FOR DISTURBANCE THROUGH THE UNITED
STATES ARMY CORPS OF ENGINEERS.
NOTE TO GENERAL CONTRACTOR:
PRIOR TO CONSTRUCTION, GC MUST CLEARLY DELINEATE AND
MARK OFF AREAS IDENTIFIED IN THE SWPPP OR IN THE FIELD, TO
BE PROTECTED (SUCH AS, NATURAL BUFFERS, TREES, HABITATS
OF ENDANGERED/ THREATENED SPECIES, HISTORIC PROPERTIES,
ETC. ).
DEVELOPER /OWNER:
WAL -MART REAL ESTATE
BUSINESS TRUST
MAIL STOP 5570
2001 SE 10TH STREET
BENTONVILLE, AR
72716 -5570
479 - 204 -1195
SITE OPERATOR /GENERAL CONTRACTOR:
SUPERINTENDENT:
IMPORTANT: GC MUST SIGN ALL PLAN SHEETS
AND ANY NEW PLAN SHEETS ISSUED BY THE CEC.
REVISIONS BY
� _L)
e
DRAWN
JBW
CHECKED
KJC
DATE
1/7/15
SCALE
111=30'
JOB No.
NCC138020
SHEET
sw-5

1
IIIIIIIIIIIIIIIIIIII
K
■
0. GENERAL NOTE:
IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THIS PROJECT
WORK SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIVE TO
THE SPECIFICATIONS OR APPLICABLE CODES, IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD IN
WRITING PRIOR TO THE START OF CONSTRUCTION FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUTE
ACCEPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF THE WORK AS DEFINED BY THE DRAWINGS AND IN
FULL CONFORMANCE WITH LOCAL REGULATIONS AND CODES. I
.
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DRAINAGE AREA #12
1 I I i _, / 1 SF `
f 1, l l ,! II iII Ilt, -' f,1 � ~, 11 t� ` °�r, +,;' ',t ,t " ' 1 DRAINAGE AREA #14
p 7� qg g' 0. 0 7 ACRES "// I f ,fJ Jfl 1 I t 11 I ` t
P..C9: @"A'd�,l.s.� t f
STR01,7 A /! i till / � 09 11 1 ' rt I °P, I 0.04 ACRES
DRAINAGE AREA TO DRAIN TO OUTLET `� - °" � � � °� ,,- 11 !: i' % s, ';, �`. DRAINAGE AREA TO DRAIN TO OUTLET
PROTECTION SILT FENCE. AS GRADING '� w -' , !; 1 r `' PROTECTION SILT FENCE.
OPERATION PROGRESS CONTRACTOR '� '
DRAINAGE AREA # 10 DRAINAGE AREA #1 1 SHALL DIRECT FLOW TO SKIMMER - -- � SF t` / 1 ) \
SEDIMENT BASIN #1 BY USE OF SWALES. _- - ® %�' �y�/ " ®- �' ; , I ; ; ; ,' 1 ; ; ; ; 1;
0.18 ACRES 0.85 ACRES , - I , - I 1 , ,
I .__ , ` _ ____ __- �� , / °P , DRAINAGE AREA # 13 ''. 1t ,� r ; + , t + I,
\ ° , I i I I f 1 1 i- I I I I�,,
DRAINAGE AREA TO DRAIN TO OUTLET DRAINAGE AREA TO DRAIN TO OUTLET I �� 1 ` 1
' ' ' \/ i' r 1 J.,Y�l�I`J� ! 1 1 ! I I i i I <., I ;
PROTECTION SILT FENCE. AS GRADING PROTECTION SILT FENCE. AS GRADING ,'' ,% --- -- -_ -- I / , r I ! , + I , �, I f I
L [ i t i g i t ti S ,
% N� �� - ,J` ,,' .5 A RE nn nn i/ p 1;1 iii1 ;1^-^ ;1
OPERATION PROGRESS CONTRACTOR OPERATION PROGRESS CONTRACTOR I ________ -% �" / , - -' "" --- - --•,- `. I/ l/ , ^nn �, ° 1 , 1 1 1 1 1 I 1 , , I i I
SHALL DIRECT FLOW TO SKIMMER SHALL DIRECT FLOW TO SKIMMER 1 DRAINAGE AREA TO DRAIN TO OUTLET t I {I , ! i i 1 I I ^- i i
I !_y. I' ` \ \\ 1/ 1 \ %' tJ 1 1 f I 11 f 1 I I i a... CSS 1
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SEDIMENT BASIN #1 BY USE OF SWALES. SEDIMENT BASIN #1 BY USE OF SWALES. ° � � • f -''- '' ' %' \ ! 1 11 ; I I 1 -� 1
DRAINAGE AREA #9
0.16 ACRES
I DRAINAGE AREA TO DRAIN TO OUTLET
I PROTECTION SILT FENCE. AS GRADING
OPERATION PROGRESS CONTRACTOR
SHALL DIRECT FLOW TO SKIMMER
SEDIMENT BASIN #1 BY USE OF SWALES.
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DRAINAGE AREA #8 '
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" -' ��- e 1 I I - - -- °P ,' / I`� , ; '', DIRECT FLOW TO SKIMMER SEDIMENT BASIN #1 • � ( I 1 1 ; 1 1 1 1 1 1 1 I
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_________,� '� " "- �� - M� -T "_____" I � I % ` TEMPORARY STOCKPILE TO BE , k^,�,_^ ` / / / % ,` ' S II ; I It ; ; ; i ; I
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DRAINAGE AREA TO DRAIN TO OUTLET / �o oP / , ,- /I ' ss� � / 1121 ,x' 1 H�° � %
PROTECTION SILT FENCE. AS GRADING / // ,% ,; / ; - "� / ,. / I � - r, y ! 1 c_�vv ����
OPERATION PROGRESS CONTRACTOR % oP /' /' " /,,-' ; / = ssF'" z II (� , / _________ _ _ _ __ ANT , , I I ; , t ;; y
SHALL DIRECT FLCW TO SKIMMER `, ` ' % / / , / SSF 1 _s ,� / 1120 . p , , --r I I
SEDIMENT BASIN #1 BY USE OF SWALES. % ' ' J ' -� / TEMPORARY STOCKPILE TO BE ' cD ; +'�'t� 3123 I
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NTS
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■".110 1 "116''~ / // , 1 , I
�! • -'-'r ,% j ,/ // ,, , %' / I I 'e ,f'/ 3 y G 110 3 -- "' 1 ! I �� THE GC MUST UPDATE THE SWPPP, INCLUDING THE JOBSITE BINDER AND SITE
• -- __ 1 r r� / , , _ cP\, , cn pr , I , MAPS, TO REFLECT THE PROGRESS OF CONSTRUCTION ACTIVITIES AND
1 , 1 r / , / , % " "� 110 _ to I
0.35 ACRES
F DRAINAGE AREA TO DRAIN TO OUTLET
PROTECTION SILT FENCE. AS GRADING
It OPERATION PROGRESS CONTRACTOR
i
SHALL DIRECT FLOW TO SKIMMER
I SEDIMENT BASIN #1 BY USE OF SWALES.
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SITE FEATURES
,
BOUNDARY LIME
-
RIGHT OF WAY LINE
LOD
P LIMITS OF DISTURBANCE
- - XXX - -
BOSINO CONTOUR ELEVATIONS
- -® --
- - -- --
PROPOSED CONTOUR ELEVATIONS
E70STM10 STORM DRAIN
-1.8=
PROPOSED STORM DRAIN
EXISTING SLOPE ARROW
-�w-�
PROPOSED SLOPE ARROW
SHEET
LIMITS OF DRAINAGE SUB -BASIN
- - -- �� -••-
SOL BOUNDARY
- ���„
WETLANDS /STREAM
-0
CONSTRUCTION FENCING
TEMPORARY PARI(ID/STORAGE
-- w__m---- 0 -�D.D0
OVERSIOtIOIL
EROSION DETAILS
OTEMPORARY
CONSTRUCTON UT
—SSr— 0
SUPER SILT FENCE
IV 0
RIP -RAP PAD APRON
® O
SWPPP INFORMATION SIGN
® IP1
BLOCI( AND GRAVEL INLET PROTECTION
® IP2
SILT sAac
® CW
CONCRETE WASH
OSTOCKPILE
r � j' ®
EROSION CONTROL FABRIC ON DITCHES)
OSTABILIZATION
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MMTNG
HEADWALL
PS
PERMANENT SEEDING
O70FO
UM SEEDING
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ROC( CI*VA DAM
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OUTLET PROTECTION N SILT FENCE
-0--m- 1H
TEMPORARY BAFF7E
—p slc
me=
SOILS
CCB
CLFFORD FEE SANDY LOAM
(2 TO OX SLOPES)
C.B2
CLJ"ORD SANDY LOAM
(2 70 OX SLOPES, MODERATELY ERODED)
FpC2
FANVEW-POPLAR FOREST OOMPH
(B TO 15X SLOPES, MODERATELY ERODED)
FpI)2
FARVEW- POPLAR FOREST COMPLDf (15X
10 25X SLOPE$, MODERATELY EROOED)
FaB
FANNEW-PGPLAR FOREST -URBAN LAND
COIPLU (2 TO BX SLOPES)
WATER
, ,' W Z ' '` r` '' �? 1112 - �'cv /, - °/ ; t 1 i I
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/ .. /` , ,,, , . r j 1 1 / SWPPP UPDATES AND AMENDMENTS
NTS
,' a ,' / , "" * 1111 / ' CD / i f , i
■".110 1 "116''~ / // , 1 , I
�! • -'-'r ,% j ,/ // ,, , %' / I I 'e ,f'/ 3 y G 110 3 -- "' 1 ! I �� THE GC MUST UPDATE THE SWPPP, INCLUDING THE JOBSITE BINDER AND SITE
• -- __ 1 r r� / , , _ cP\, , cn pr , I , MAPS, TO REFLECT THE PROGRESS OF CONSTRUCTION ACTIVITIES AND
1 , 1 r / , / , % " "� 110 _ to I
0.35 ACRES
F DRAINAGE AREA TO DRAIN TO OUTLET
PROTECTION SILT FENCE. AS GRADING
It OPERATION PROGRESS CONTRACTOR
i
SHALL DIRECT FLOW TO SKIMMER
I SEDIMENT BASIN #1 BY USE OF SWALES.
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JBW
CHECKED
,
DATE
1/7/15
SCALE
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/ / / / o ,� 8 ~ ___ % � - / b ' 1 � GENERAL CHANGES TO THE PROJECT SITE. UPDATES SHALL BE MADE DAILY TO
r 1 r ti` f r co r , �-y�F
,'` ; ` ` ' CD f it ,I ` CD - " "'"'`",*„" > % 1108 1115 _- y�SSF ,/ / , ; TRACK PROGRESS WHEN ANY OF THE FOLLOWING ACTIVITIES OCCUR: BMP
I / ./
/1 11 I f , / / ;;, y, .� - -'"'� - ��SS,F" ; *I , ,' INSTALLATION, MODIFICATION OR REMOVAL, CONSTRUCTION ACTIVITIES (E.G.,
r i t o^ l ,' e/ T/ ~p_. - -'" "~ - 11p) w,,,,,.... ✓ SS„F��- -SSF / d 11 ; )� PAVING, STORM SEWER INSTALLATION, FOOTING INSTALLATION, ETC.),
/ f ' 1 % / /' _ -___ ~ 1 - 1 " CD / 1 ' `� ' CLEARING, GRUBBING OR GRADING, OR TEMPORARY OR PERMANENT
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.11 11 i I JI ,/ f' r1, 11pS "" �� ° °. l i i '
/ II i er` ,, , _ -a ia�" CD JOB �' / / , 1+ f IMPORTANT:
/ r' ° ' ' ' "r " " "" -__ '� ~ ~~ 1j0 ~~ I �' % I THE GENERAL CONTRACTOR MUST SUBMIT A REQUEST FOR INFORMATION (RFI
""
' ' ~ ~_
t,/ i / t/ , .._____ - -- "' -'" -' 0 '' S 1 m __1113 ��CD % /r' = �� TO THE CEC AND OBTAIN WRITTEN CEC APPROVAL BEFORE DOING ANY OF THE
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' 'I / 1 0^ '� __ 1p6 `'`� �� % "" " "�" %' ,` /' FOLLOWING:
C / T /
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'` /' i \ __ / OS 1185 , -` °o / ' ,'' /' CF 1. MODIFYING EROSION OR SEDIMENT CONTROL BMPS (SUBSTITUTIONS ARE
/' ,� ' / �' ` \`` \ -' ,r'' ^�� ___� `r � j1 11p/ C ' / ; ` ,'' / , TYPICALLY ONLY APPROVED IF SPECIFIED MATERIALS ARE NOT AVAILABLE ft \ �` q/4 ; ,' / OR THERE IS A VALID REASON THE SPECIFIED BMP WILL NOT WORK)
' E ' 6 0 \ % -~-- -''1 - , "' I' ,/ , 2. ADDING /DELETING EROSION OR SEDIMENT CONTROL BMPS;
C��� ^ DRAINAGE AREA #� / FF �/ Y ; -4g / I "`" , %' r r ( 3. MODIFYING THE SWPPP IMPLEMENTATION SEQUENCE; OR
\ ` _ \� y/ ",,- ________�,_y ` G ✓CD �t / o° If", j ,/ ; o 4. PERFORMING ANY ACTIONS OR IN ANY MANNER THAT IS CONTRARY TO THE
\ � " �' ' `` ``^, _. 1 O 0� � I I ", � ,/ / I ° SWPPP.
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TEMPORARY SKIMMER SEDIMENT BASIN #1 I
~�'' �_" DESIGNED TO MEET PH 2 REQUIREMENTS: SF \ \
'-_ __ -- _ -____ DRAINAGE AREA: 10.0 AC L --- 1_ __::T_
` DENUDED AREA: 10.0 AC _- '' 1 ?
TFLOW #2 DESIGNED FOR 10 YR PEAK FLOW = 34.5 CFS • ,- 1''' -i 1 1079 - -- R \
Y
I--I LENGTH: 158 FT 'Y�`'I`'1' %,-v -- -�' ° >�
WIDTH: 74 FT -, f r �o� 1 I , I�C
SURFACE AREA REQUIRED: 11,213 SID FT - ~\ 1 i , la !
OM SKIMMER LESS THAN ±0.01 ` \:�° ;, > i I ; �,; <� ;r t
SURFACE AREA PROVIDED: 11,951 SQ FT
NAMED TRIBUTARY THAT = VOLUME REQUIRED: 18,000 CU FT \``�" 1 i5l, 1
CROOKED RUN CREEK. `'` ' 'a'' I
VOLUME PROVIDED: 26,075 CU FT " ` ti` , ICI 1 °1 I
" "'" TOP OF BERM: 1085 FT I
% v I of +
/ BOTTOM OF BASIN: 1081 FT I i 11 I ' W / I' J I l
- ,'` /' N6 WEIR: 1083.5 FT (EMERGENCY SPILLWAY) i Ii� 1 ,._ _ tiI' IIf J r,' (' i ' f ! +
,, `,/ , , , /\- 1 R\ 1 ,,/ ,I " ,, 1 1 I I \t E 4
' -- , ` oP `� SKIMMER PIPE DNA: 3 IN `
f / r I \ v- I t t ,'
____,/ , ; 107 SKIMMER ORIFICE DIA: 2.25 IN ° - - -- '` ` J I � ; , 1
____
._ / 1076 _7u10__ SF ` {'1i ,i,,� 1 i 1
'1 -_ -' 1077.... ",,,. '_ _ __I \ � 1 1 , i !'1
l_ '078 °" ' �- �8 _�' \', \`�!i p 'J __ _ ' ) 1 I 1 1 �{ 11 " ",.� 1079 _ __RIO_ __y T ~ , f 1 {o \
1080 5'�_ - J e,' 1 , , 1 {L-
11376 1081 1�8A 7 ��87-N '/ /'' i i j rr o
` -_ 1j ~' 1083 7° _/ % %
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- EASC PIAM SLT.DWG PRINTED BY: JWOODW 1.07.15 0 222 PM UST SAVED BY: JWOODARD
y \ \, \ . 5 A R E �� / ; THE CONTRACTOR MAY MODIFY OR ADD ADDITIONAL BMPS, WITHOUT CEC
ey f, o \ ` ^ '' /A' Ma 9d a /� r °" I i r- APPROVAL, IN AN EMERGENCY SITUATION TO PREVENT SEDIMENT DISCHARGE
` -\ DRAINAGE AREA TO SKIMMER SEDIMENT '` '1/P - =d1 . � o 11 ,a ,'` `\ \ \ _ -. ~ ~~ o �r i v OR PROTECT WATER QUALITY; HOWEVER, GC MUST NOTIFY THE CEC AS SOON
CD t, ' BASIN #1. CONTRACTOR SHALL DIRECT : ' "PY �' o - ' "'~ ,/ z CF /' AS PRACTICAL AS TO THEIR ACTIONS TO DISCUSS THE NEED FOR ADDITIONAL OR
rn. - ^ ^t I .� , ,` 1, „\ �,,. -1 1 osy, � �i SUPPLEMENTAL MEASURES AND TO OBTAIN THE REQUIRED APPROVALS. THE
°j \ FLOW AS NEEDED BY USE OF SWALES UNTIL - 1 \ --------- - - -- TS ", �'" I \ CONTRACTOR IS ULTIMATELY RESPONSIBLE TO ENSURE COMPLIANCE WITH THE
^o 'E' ♦ , ,\ - - - -- ' - "Er g,- " °'' , i
o \` \ ` \, SITE IS STABILIZED. ,,; ; ` `\, ____ `'- o� , H to c` l ,f 11 PERMIT AND PROTECTION OF DOWNSTREAM WATER QUALITY.
^ v `` _ -- _ O ~ 11!19 ~ o "� / i 1
\ 1 _ , P gma I 63, \ - -- _ _ - 1, R 'IV , AMENDING THE SWPPP DOES NOT MEAN THAT IT HAS TO BE REPRINTED. IT IS
\moo --- __-- - - - - -' - "� , pT / r` i ACCEPTABLE TO ADD ADDENDA, SKETCHES, NEW SECTIONS, DETAILS, AND /OR for �. `,vv _ _ �� ~ �� _ -_ _ -- �� r' r O 11_r ° REVISED DRAWINGS THAT HAVE THE CEC NAME IN PRINT, ARE STAMPED, SIGNED, AlU IM, _�
�� \v,� - - -� - - -- - - ' -�,1' ���_ r -�� -fi_ f c� DATED, AND ARE ACCOMPANIED BY WRITTEN COPY OF THE ASSOCIATED RFI AND
_ - -`
- / /
��
,\ \\ - ~� _ - - ~-' _ -- %. \ �• -- -- � - -�� �. . # -r- � ��.� �, -- I_- - � ITS.- RESPONSE FROM CEC.- ENGINEERED. -I_TE S- MUS�BE_SIGNEQ_AND�.TAMPED-
'^a:y; `________ ____________ ____ ______ _ _ / ; ` ``, -` '"''! p7 -e <. / l / z l_ i �1�,/- I BY THE CEC OF RECORD FOR THE PROJECT. M N. 11 `\ ___ ,, `, I I - J CW l l 7• _ ` ,1 , -
1 11111 0.1
0 ��`d \ E _______ _ _______________________ __ _1 fif -__ - �Y- !� __ / __ -Al 1106 / � _ / l�_T _�_ 1 f r y-L 1 I / N
,ark __ I l� _ PHASE j�� �v [�
11, il C - `� . - - ._- .� 'mr %� �`'`- _ _ ■ �� -11175 -- r' SSF SS SF ` I ,\ 1 � JC JC71d71S�E 1� ®JL IES
~ ---- --- — — — ---- 4"0— "°-"- -" '_ -` --' ,'' '' ` _ - CE � 1' 1 1. THE CONTRACTOR SHALL LIMIT THE AMOUNT OF LAND DISTURBANCE TO THE
_ o m , - / �'''`"+l' EXTENT POSSIBLE DURING PHASE 2 OF THIS PROJECT.
------ _ ,^\ \ -`_-- r - - -1 f04 - jSS K t.. ,
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_ -_4 -�- "- "- ~- - -- --- -- ------ -- ,x.09 ----- _ _ -_ - -- // `\ 010 -_ _ _. -'' _ � � S �� S 2. THE CONTRACTOR SHALL MAINTAIN THE PROP. TEMPORARY DITCHES FOR AS
/ I r I
CD __ -- -~ "" _` ----- -_ -_ -- 1109 ~ -_-----------
__ 10, \\\ Y ___ - - - ~T __ __ _� ___--� " \��� 11113 ° - -~ ----, 1- • - 9'\ i � LONG AS POSSIBLE BEFORE REMOVING THEM.
- ______ "---- - - - - -- __ - - - -' / - ' °� - ^ �; s' `J I r 3. THE CONTRACTOR SHALL GRADE THE TEMPORARY STOCKPILE AND
-------- ; / _. o r SS , �`J , I C TEMPORARY CUT /FILL SLOPES NO STEEPER THAN 3:1 EXCEPT AS NOTED AT
__ „ ,_� . - -'- '` " - - - -� j 1 H�W Y� ^ _ - -- - - -~ / t $ I � i Q, THE TEMPORARY SKIMMER SEDIMENT BASIN SLOPES WHERE STABILIZATION
,4390 ` _ _____________ __ __ 77_ ____- _.-___ _ __ 0 _ `` \0 Ot `� 1 ri 1- I
- 0� -�T _ 1 ~ o ^ h t I , MATTING SHALL BE APPLIED.
�'� ,� Ey -' '` __ _ ..__ -- ` __•-_ ...._•_ .___ __.__ .�... __._ jt, `\ ^� _„ota - -_- _ f ft1 o t) ^\ � o g 1 ^ I I, -11 ' `- ^ _ t\�p0 ___________ __________ _ ____ J�___ _ - ��- �- �_ TS , ,� _____ -- b /"' _ , r 1 I I 4. THE CONTRACTOR SHALL APPLY TEMPORARY SEEDING TO ALL REQUIRED
___ __- --- ; - _- _ - - - -_ - #,/ / r 1 i '� et, - DISTURBED AREAS AS STATED IN THE TEMPORARY SEEDING DETAIL
____ _________________________ _ _ ____ ' "~ o`b / t'/ I ° c PROVIDED.
C� — ____ ___. ° ---' --- 1185-- — — --- --- CONTRACTOR SHALL ENSURE DRAINAGE - -- ^
` II ` I I
- - 11p8 110 1 _________ _ ___ ____ _ _____ AREAS SHOWN ARE PRESERVED f - ~~ `"-r�pQ 2 N 11 y! I 11
C�1YEy " _°_-___.._ -_ - -_- ____ ___ ___ _ y _ -_9 10 ____ -- _ __-_______ ___ __ - ~ ~� t I I ��_ \ \\
_11{ 1 " "" e THROUGHOUT PHASE II WORK _�- _ -'' ``'� "/ , I` , i I I ,r,
'`it ' ___________ ___________1at�✓_________ -_ -__- -` __ _ TS~ -� __ _____- -- ________________ _______ -� _ -- __ \\ :/'t \ \ \% rr''IrfII/ / I I I / X
_ JL ry ___________ _____________ __ __________________ ______ - - ` `��- ___ _ _ 'pt?9�t r- Jr \ e' er ,1 I / \ m1
IYY �..,`_- - -1-i�i- __ t - 11 jp w ~~ ° -, ---" "... --- _ .' 1 8 ` \\ i' r It i r/ I \ T.B.M.
& _.._.- ` - __________ ________ 11 �-- _.... -- __ ___ % t u // i i ,/ I . COWy- A/AVUA/ENTAT N =917,8di AND E 1.596,718
'~� _____ .---- 10 _°,__, -_.- -- ' 1 ,r rt t / I "I Ar AN ELEHGnaV ar 1fa&.i5' NEST ar 97E aV &WAA/ LWFE£
----------------- -� ~`' -�40,�- -- " °`� -- ~ -- _ ` ____ _____________ - -__ 11pB -____- - _- -- _ "/'\\ ^ C-10 \ \\ I \ \\ ,/I/ i /
- \, _ _ \ J r I I! INITIAL BUILDOUT /PHASE 2:
_ _ -� \ ^ _
` �^ ` -1 98 °______________ ____________ ` _- ___ __ ___ `Y _____ _ ______ _____ - _ -_ - -- ----- - ___ ___ ---------------- --L-,-, I-
- ', I / I I 1 FOR PHASE 2 ELEMENTS, REFER TO SHEET SW- 5,SW- 6,SW -7
__ � - - -__ ------------
-- - - - - -` ._--•- _ _ _ _ ("r ,\`1096 -,,� ^ \\ ' \ iii '\\ e/' 1 ' I If � / ( I apt I
� __ - I 1 - ---- ---- - - -- -- - ___---- _--------- - -_ - -_ _�_ _- ___ ___ __ - � _-- --` ________ ___ _______ _ -1 I `�-•�• . -1o95- � -� ` \\ '`\ `` \ , /
_ _ _ ` \'I t , I FINAL BUILDOUT /PHASE 3:
\%. - - _ '_ _ _ rjg "` - - - - -__ _ _ _ - _ _ --_ . �- - ° -° --___-- `cJ __ ___ _______________ _______ _ F _ _ 10194 ., \ _�� \\\ \`` \\, \ \\ \ / Y ; I ,' 1 ;
-" _ ~l -- ' \ ` \ f SF-4 / /' t ; FOR PHASE 3 ELEMENTS, REFER TO SHEET SW- 8,SW -9
' - -,� -__ _ ________ ______________ �•_ - "M ___________ _~ APPROXIMATE CENTER __-- _-- _- _ - -____ _ _ _ - -_ __ \��7. \ \ \ � t ' o.
- - _ es - -_ _ ~ -- __ ______ - - -� OF SITE: ________________ �'1 ''\ , I\
' \ i ! I
` \\ ^ `11 \� _1 ; I' / ,1 NO 1 t 1 `, WETLAND /STREAM NOTE:
_ f - ________ _____ ______________________ _ ___ -'\ - -" -'' LAT: 36 °15'55.00" N — - _ -_ - -_ ,r- 1091 - - "�- >, r
~- DD ^__ - - ____ _____� ______________ 110j _ ___ ______________________ -__ ____ _____ �•, ___ "~ �~ LONG: 80 °21'52.99" W __ ___ _ _1090- . - -L\ o ' ,' �' I I ',
---_. - %_ `` - __ "__ _ __________ __ _ __" __-- ______ __ -- --- - -�- __________________ _____ -_ -- 1089 _--- _ ~_`�M - ``. �` �`-, '\ �-, ^ `\ �./ / /' ,' / ,% ¢� t ` WETLANDS AND A STREAM ARE PRESENT ON SITE AND ARE
_ -_ --�-•, -,y -.,• "'. -,711n �-------------- Y «. _... -....»__ -. _. _. -___ -^""� __-' VVYYYYYVYI .____ ` ` -, N. ` \ \ t t
__ _rc 5 �� ------------------ �- r _ .. -_ _ _ _ _ ,_ Y__` - -1% ~_w - ______-- 1088;1.i.nnnn'� =�� i` K- \ .\` \` `,, 1-�\ \� r +r fr t f BEING PERMITTED FOR DISTURBANCE THROUGH THE UNITED
le CD '- , ___- _..-- --1`S - - ~ ~~ -_ __ �d�C `. \ ` \, '\ t %I I i t ' STATES ARMY CORPS OF ENGINEERS. /LI��' �� -' ~ "- �-r'r� _ n 1087 - - `�``. � `` ` ` `. !� . \\ \ \ f 1 r � r / N 918�,,;J$A
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_____
` STORMWATER OUTFLOW #1 _ ___ _____________________ ___________ ' fo ' f , r f /I- \ o I I , / , , i
`____ CE o r tr ..✓ _.-_- J/ P� O', 1:�� 1 1 t f ' ' 1 tL `` ` I !I , ' 1 f t' i t
- EAT: 36 1555 N _______ ____ -___ � �f L I L `1` ``.. \ 4 f ,' / ,J r' 1 J I
S LONG: 80 °21'56" W ' "- ____ / •tD86- I i ' i1 I \ \\ • `, , L , ^ ,J t t / fr / f I
-LAIN / \ a J<' I L 1- j J / r , a
CD E• EVE _ , -- ----------- ))J
_. _.�lJ , - •. -�^-- �,,,_ / , I , to -� L1 ' ` , , ♦ V ^ t / it , / ,1 r i I
-- WATER FLOWS FROM BYPASS PIPE AND POND ; r %- •�...• -- - /, ''~ 1 7�fYV v O Y YYY \ \\ ` -), \\ \' t 1t / / `' It 1
l,C/ � / 1
REVISIONS BY
PIN-' 591 LESS THAN ±0.01 MILES INTO AN UNNAMED ,- _ \, ; ' '� I ' -f- SS -_" -- M ` - t `'tI ,'P 1% ` \\ ",_ . ,'1 /` / rm' % / , \ ~ oo `, P,- "
ARE • ' 375- TRIBUTARY THAT DISCHARGES INTO CROOKED ' __ -_____ _1U `� v `�"` r // / ''''� ~^ _ 1 '
rNNJ -__ _ //` __ ~ _ " r\� -- -. « E \ � \ ' f , /_ , t t ,�r �\,\ ,1 - \ _ RUN CREEK. ' % --•i ' ,-'~ '��� �- 109 ...� % __ \ \ \__, I l ;' J r -1 i` i' ' ,rI ', \ , IP2Y '' r' 1 \ / '' -L-1 °- i'" 11 •-- n^ .� �A -~- - 4 - _ ` ♦` � � m0 � r� t � / I`, fJ t % %' i ,, - - -- . -.-• -_
~1\ \ _ ^ ^� `.��� ;ten , / / t t' o DEVELOPER /OWNER:
1 I-- , S , WAL —MART REAL ESTATE
a,--------
° - 1j05 _ ,' µ'\ 1 / / ,'' . ...,^-.'- .•_�., j"_ 'N / ! }, `L ;h e/I " "/ � ; ' ;' /;'` BUSINESS TRUST
1 w 4
_\ / ' DRAINAGE AREA #5 - -~ - " ,, 1 �% r/I ' MAIL STOP 5570
TS , %' 1 ,1 , \,\ '`, ,1' ~~ .•- , '� ,'` if 1/t �,1 % / % .
`- 8x31 ____ __ - ,' \ B % ) i , ; , \ r 2001 SE 10TH STREET
0 6831,
"`- _•..._._.._.•.-_-•._ -` I ee \\ \\ / ", ✓'j_ 0.99 ACRES _ ' °' ,< 1. ;!, ;t l 1 , �' i /�'' BENTONVILLE, AR 1_1� 11
cD �- ' _ ` '�� N DRAINAGE AREA TO DRAIN TO BLOCK AND 9 'r / / '% '/ I ` ,' 72716 -5570
,� -. �,;" ', "',�� ,' o� , / 1 /, /�% ` � 479- 204 -1195
\ i-- \ --' __ '. - -_� -_ _ -- ��,,:� GRAVEL INLET PROTECTION. �__. ,' �� ,'I` � too
„.•• - -• ••r ~-�t V`Vvvvv\l ., q ' ' ,' , ,1 , f , /,1 1
\ _ ___ ___ CONTRACTOR SHALL DIRECT FLOW AS ,
-�� - 095'” �,.-- , / ,, `� � SITE OPERATOR /GENERAL CONTRACTOR:
//
o "' 1j0q \ -.lvv _- — �-�^� -- `- -` X17, , �0 / ; , ,�7
DD ,�- _ .- . ~-� - ___ -- _ _ _ � __ NEEDED BY USE OF DIKES UNTIL SITE IS ,- ,< ,t �, / ,,��t �
ti-M
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"` \` ___ ~- �� -- .__ - - "=` * =; : w �1 _ - _ - n M Win- __________ / ,' � ,I , d SUPERINTENDENT:
` - - ..nu,�+-""' - �" :_ _ -... r "'c -- STABILIZED. 1t196 �o� f / d
]PHASE 11�E�10SIO \T AND SEDIMENTATION CONTRu 0L ]PLAN\ - T\ 0IRTH 30 15 7.5 0. 30
IMPORTANT: GC MUST SIGN ALL PLAN SHEETS
V= 30' S AND ANY NEW PLAN SHEETS ISSUED BY THE CEC.
DRAWN
JBW
CHECKED
KJC
DATE
1/7/15
SCALE
1.1=30'
JOB No.
NCC 138020
SHEET
SW-6

1 1 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 1 10
IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THIS PROJECT
WORK SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIVE TO
THE SPECIFICATIONS OR APPLICABLE CODES, IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD IN
WRITING PRIOR TO THE START OF CONSTRUCTION. FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUTE
ACCEPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF THE WORK AS DEFINED BY THE DRAWINGS AND IN
0
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PROTECTION SILT FENCE AND SILT FENCE.
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PROTECTION SILT FENCE. AS GRADII
OPERATION PROGRESS CONTRACTC
SHALL DIRECT FLOW TO SKIMMER
SEDIMENT BASIN #1 BY USE OF SWAL
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IIIIIIIIIIIIIIIIIIIIIII
LEGEND
SITE FEATURES
JBW
BOUNDARY LINE
-
RIGHT OF WAY LINE
L(' D
PROPOSED LIMITS OF DISTURBANCE
- - XXX --- --
EXISTING CONTOUR ELEVATIONS
- -® --
PROPOSED CONTOUR ELEVATIONS
- - •--- -
EXISTING STORM DRAIN
PROPOSED STORM DRAIN
_1•g5
EXISTING SLOPE ARROW
LIMITS OF DRAINAGE SUB -BASIN
= -��F«• - .- ,.�--
SOIL BOUNDARY
-- �� -
WETLANDS /STREAM
_ _m_ _„ - -„_ DD
DIVERSION DIKE
EROSION DETAILS
-SSF- ®F
SUPER SILT FENCE
OSTABILIZATION
MATTING
PS
PERMANENT SEEDING
TS
TEMPORARY SEEDING
® CD
ROCK CHECK DAM
® OP
OUTLET PROTECTION
�n- O
TEMPORARY BAFFLE
-c SK
SKIMMER
SOILS
CCB
CLIFFORD FINE SANDY LOAM
(2 TO 8X SLOPES)
C.B2
CLIFFORD SANDY LOAM
(2 TO 8X SLOPES, MODERATELY ERODED)
FpC2
FAIRVIEW- POPLAR FOREST COMPLEX
(8 TO 15X SLOPES, MODERATELY ERODED)
Fp 22
FAIRVIEW- POPLAR FOREST COMPLEX (15X
TO 25% SLOPES, MODERATELY ERODED)
F.�I3
FAIRVIEW- POPLAR FOREST -URBAN LAND
COMPLEX (2 TO 8% SLOPES)
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WATER
D
SWPPP UPDATES AND AMENDMENTS
DRAINAGEAF THE GC MUST UPDATE THE SWPPP, INCLUDING THE JOBSITE BINDER AND SITE
MAPS, TO REFLECT THE PROGRESS OF CONSTRUCTION ACTIVITIES AND
0.35 AC R GENERAL CHANGES TO THE PROJECT SITE. UPDATES SHALL BE MADE DAILY TO
TRACK PROGRESS WHEN ANY OF THE FOLLOWING ACTIVITIES OCCUR: BMP
INSTALLATION, MODIFICATION OR REMOVAL, CONSTRUCTION ACTIVITIES (E.G.,
DRAINAGE AREA TO DRAII PAVING, STORM SEWER INSTALLATION, FOOTING INSTALLATION, ETC.),
PROTECTION SILT FENCE.
CLEARING, GRUBBING OR GRADING, OR TEMPORARY OR PERMANENT
OPERATION PROGRESS CI IMPORTANT:
SHALL DIRECT FLOW T( THE GENERAL CONTRACTOR MUST SUBMIT A REQUEST FOR INFORMATION (RFI)
TO THE CEC AND OBTAIN WRITTEN CEC APPROVAL BEFORE DOING ANY OF THE
SEDIMENT BASIN #1 BY U� FOLLOWING:
1. MODIFYING EROSION OR SEDIMENT CONTROL BMPS (SUBSTITUTIONS ARE
TYPICALLY ONLY APPROVED IF SPECIFIED MATERIALS ARE NOT AVAILABLE
\ `� OR THERE IS A VALID REASON THE SPECIFIED BMP WILL NOT WORK)
"", 2. ADDING /DELETING EROSION OR SEDIMENT CONTROL BMPS;
\ �~``, 3. MODIFYING THE SWPPP IMPLEMENTATION SEQUENCE; OR
\ \ 4. PERFORMING ANY ACTIONS OR IN ANY MANNER THAT IS CONTRARY TO THE
\ SWPPP.
\- - -THE CONTRACTOR MAY - MODIFY OR ADD ADDITIONAL BMPS, WITHOUT -CEC -
° \``\ \ APPROVAL, IN AN EMERGENCY SITUATION TO PREVENT SEDIMENT DISCHARGE
OR PROTECT WATER QUALITY; HOWEVER, GC MUST NOTIFY THE CEC AS SOON
I I i l \ I i i I'\ `\ \',\, \`♦ \`\ \\'\ `\ :� •L.`�, • ' ___ -- -- ` -� `, \ \ r ` \, , \ i \ ; ,`,•; : •; t • •\. • ' a' `, 7-•, � J' "N ` \, \ AS PRACTICAL AS TO THEIR ACTIONS TO DISCUSS THE NEED FOR ADDITIONAL OR
\ t N �18,f1,35 I t , t , + \ , \ \ \ \ \` \ \____ - -Y,___ , I / ,\ \\ \\ \\ \ \ �; ; . ,, ; '`:; ; t `'49 `- N 918,535 `,� ��, SUPPLEMENTAL MEASURES AND TO OBTAIN THE REQUIRED APPROVALS. THE
\ J ....
• *. •• �` CONTRACTOR IS ULTIMATELY RESPONSIBLE TO ENSURE COMPLIANCE WITH THE
t i 1 ' i i t t i 1 Ir'f \ \\ \, \, \ \`,, \, ,.\ \ \;.,.___........... \, f ` ! \\ , \ t\ \ , \ ••\.; \ \ , \ ,` y I---- ...._..• "'••"' r` /\ ' `, `\ `,
I I s { t s rri,' , `, \ , \ , \, \ , I r ,\ \\ , ' \ \. \ Y ; . , \ 051 Y --- , ! ,
I , �, „ , `, , , , _ _ J r (, \ \ \ > . \ • , \ \ ' J PERMIT AND PROTECTION OF DOWNSTREAM WATER QUALITY.
I 4 t i J J 'tr J , \ \ , ` ` I __.- - _.,..., _. c.;.,..:.,.: ! t `\ \ \ • 1. / • •, \ , IN , , \ \ \
I 1 1 t t I J ,r lr , I , \ \ rowa r \ d i `. \ \ \ • l : `• , '.N• ' . •\• \ \ \ Q r \ , O , \ \
I l'"" -'\ 1 1 1 .. +! I! !J, `, ` ti \ , ^-, _..._.. -' ^ +..:.. -. .� . T ; `\ I i w \ \ \ 1 . , • ', 3 . ' ; \ •' .% \ \ \ `QGl7'. '• .. I \ , -•,! ` \
i + •�,,.,1i t s ✓'.N ^+•, %j'r�' `\ `, `\~ \` _ Y • I • \ \ `, `\ �; '.N•' ; , \ \, ` r _ / \ ;rte \ `,\ ``\ ``\ AMENDING THE SWPPP DOES NOT MEAN THAT IT HAS TO BE REPRINTED. IT IS
1 1 -- i t ~ \ \` \\` __`y • 1. , \ . i' ' O,Q `-- _________ ' , � `,
I an, =ri ;- '�},y. ' `\ `� \ `;�``._ -_ -__ �' "' O, p \ \ w `, z: >; • ` `, ' `. .� - - - - -- J , __ , ACCEPTABLE TO ADD ADDENDA, SKETCHES, NEW SECTIONS, DETAILS, AND /OR
^ YM- 1 4 ,;,%', ~ ` \ `\ ` \ ` _ °-v OPhM1 r O ``\ \ \ e : : • \ \' ' \ \ ``i0 ` ` , CD \
�`- v "�� ~ - -- M - • \ __,, <' -` _ J ` ~` , -' -`�� : , r ': • r \ , \ ~ \ \ ` , REVISED DRAWINGS THAT HAVE fiHE CEC NAME IN PRINT, -ARE STAMPED SIGNED, wo - r' : '_, --~ ` ` ` ' ' '' ` ° i :: \ `\ t ` \ `� ~ \`` DATED, AND ARE ACCOMPANIED BY WRITTEN COPY OF THE ASSOCIATED RFI AND
•� ✓'.' -s• _,.,...•. `."•' -"'. �``;` \ \\ `\ \\ \, \ i ` \\ ,` `` \, '• '\ '\ \\ \ .`\ ♦• ap \ 1 \ l 1M1\ \ `,, qM %V °"i� .�,°° --- .- .,........,,, >_..- __...... _... J\ \`\ GT , \'\
r - v-,_ •,.- - , \`\ ,; \, \\ \ \ / ,` OO) \. \; . \; ,i. '' ; , • •\• I , \ \1 \I \ \� \ ca ______ -_- o ITS RESPONSE FROM CEC. ENGINEERED ITEMS MUST BE SIGNED AND STAMPED
-;; \\ 1 �� ,, \ \ \\ ', \\ i' \, >; `.: \� Il \ 1 \ \` :� �'� ° °�� _ `, \ -' DD BY THE CEC OF RECORD FOR THE PROJECT.
\ \ `•
,\ \ \,\\ \ II I`\ •, \��` _ \ \ t\ \\ \\ \ \, \, ` \\ \\ O� DO k. ;. * j L:. X, • .' r`• ': • ' 1 \\ \\ N \\ l \ \ `�� c5' '` � °\ _ ____ _ __ _ _ __ ___ _ _ i y r09c% ,
\ \, \\ \° I I r \ i \tt , \\ \\ \, \\ \ \ °\ \` \ \ w .^� .. ., • \: • ' ` \ \ } \ \ \ ...,. G3 ""A, \\ , Aq `\..• w` \ , 13
\ \ `° __,., I 1 1 tI% \`\ \, °, \` \\ `, ° \, O \ \ \ \ \ .. __ PHASE JL��� b NOTES:
`\\ \, /° 1 1 �i, I \ ` \\ \ \\ \ `, \ I.` --. :• ',, `,, \\ `\ � �� `�� \ � � \ __j `rpq `` \\ \ 1. THE CONTRACTOR SHALL LIMIT THE AMOUNT OF LAND DISTURBANCE TO THE
\ \ `-- "_ ---- - f - ~ ~•' r' , It`` \I, '`, wl�'/o ``. \ \ \ \, `\ � %

1 1 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 1 10 I 11
, — -- I
GENERAL NOTE. I 1 - 'r ,
IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THIS PROJECT 4,
WORK SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIVE TO fr.- ' ,'- SWPPP
THE SPECIFICATIONS OR APPLICABLE CODES, IT IS ThIE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD IN rt ' ,` ' '' U13 DATES AND AMENDMENTS
WRITING PRIOR TO THE START OF CONSTRUCTION. FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUTE '`' " 11
ACCEPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF THE WORK AS DEFINED BY THE DRAWINGS AND IN " 1"'
F CONFORMANCE ARE REGULATIONS AN ,p. -4' , THE GC MUST UPDATE THE SWPPP, INCLUDING THE JOBSITE BINDER AND SITE
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____ y� __ ___________ �`� GENERAL CHANGES TO THE PROJECT SITE. UPDATES SHALL BE MADE DAILY TO
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SITE FEATURES
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PROPOSED LIMITS OF DISTURBANCE
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EXISTING CONTOUR ELEVATIONS
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PROPOSED CONTOUR ELEVATIONS
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EXISTING STORM DRAIN
PROPOSED STORM DRAIN
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PROPOSED SLOPE ARROW
SEDIMENT BASIN. CONTRACTOR SHALL - - -`\
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LIMITS OF DRAINAGE SUB -BASIN
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SOIL BOUNDARY
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T.B,M.
CGYVG14E7E mavu /ENT AT N 917,64,1 AND £ 1,596,716
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17.79 ACRES
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PROTECTION.
T.B,M.
CGYVG14E7E mavu /ENT AT N 917,64,1 AND £ 1,596,716
AT AN &"Anav of no mm, NEST of 517E oV 9/o4AM OYP/YE
INITIAL BUILDOUT! P RASE 2:
FOR PHASE 2 ELEMENTS REFER TO SHEET SW -5 SW-6 SW -7
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II,IIIII
DEVELOPER /OWNER:
WAL -MART REAL ESTATE
BUSINESS TRUST
MAIL STOP 5570
2001 SE 10TH STREET
BENTONVILLE, AR
72716 -5570
479 - 204 -1195 -
SITE OPERATOR /GENERAL CONTRACTOR:
SUPERINTENDENT:
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AND ANY NEW PLAN SHEETS ISSUED BY THE CEC.
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2001 SE 10TH STREET
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72716 -5570
479 - 204 -1195 -
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DATE
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SCALE
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JOB No.
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SHEET
SW-8

I 1 2
GENERAL NOTE:
3 1 4 ( 5 1 6 1 7 1 8
9
j I t } S I
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IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THIS PROJECT ' // i I I t
, i i r T
WORK SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIVE TO t / '*• "`� N # ; N i t 11 ' i '
THE SPECIFICATIONS OR APPLICABLE CODES, IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD IN + 7 y
WRITING PRIOR TO THE START OF CONSTRUCTION. FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUTE f + 11 GP 11 'T 11 j I 1 I
ACCEPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF THE WORK AS DEFINED BY THE DRAWINGS AND IN t i ' , i ' :g " t I I t t I 1 t t
F M I LOCAL REGULATIONS AN CODES, + �+ I J t t 7 I SF6 It t1 I I4 I Itt 41
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LEGEND
SITE FEATURES
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BOUNDARY LINE
-
RIGHT OF WAY LINE
mmmLODiiiiiiiiIiiiiiiiiiiiaiiii
PROPOSED LIMITS OF DISTURBANCE
- - XXX - -
EXISTING CONTOUR ELEVATIONS
- -®--
PROPOSED CONTOUR ELEVATIONS
- -- -- --
EXISTING STORM DRAIN
09==
PROPOSED STORM DRAIN
_i
PROPOSED SLOPE ARROW
B
LIMITS OF DRAINAGE SUB -BASIN
---- - - --+•
SOIL BOUNDARY
• - -
WETLANDS/STREAM
- CF
CONSTRUCTION FENCING
A
t_ UTEMPORARY
PARKING /ST ORAGE
---- - - - -„- D
DIVERSION DIKE
EROSION DETAILS
CE
TEMPORARY CONSTRUCTION EXIT
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SUPER SILT FENCE
IV 0
RIP -RAP PAD APRON
$$
SWPPP INFORMATION SIGN
® IP}
BLOCK AND GRAVEL INLET PROTECTION
® @
SILT SACK
OIP3
TRUCK WELL INLET PROTECTION
® CW
CONCRETE WASH
$P
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GO
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PERMANENT SEEDING
FSO
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OUTLET PROTECTION IN SILT FENCE
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SKIMMER
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Fc-TB 2
CLIFFORD SANDY LOAM
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FAIRVIEW - POPLAR FOREST COMPLEX
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H9
TO FOREST COMPLEX (15%
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"'t "" t 4 �' - 'Y`vvv _ ��^ ... ---' +� r J � SITE OPERATOR GENERAL CONTRACTOR:
f'J ° 5� 0 ° 1098, i" , r r �`�. _ _ 5-- �" , t r r
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PHASE Ill EROSION AND SEDIMENTATION CONTIROL PLAN-SITE MAP ° NO]LDINTJHI 30 15 7.5 0 30 Ii
IMPORTANT: GC MUST SIGN ALL PLAN SHEETS
111= 30' s AND ANY NEW PLAN SHEETS ISSUED BY THE CEC.
- Ella PLAN SELDWG PRINTED 81: JWOODARD 1.07.15 0 2:23 PM LAST SAVED Bt: JWOODARD
REVISIONS BY
DRAWN
JBW
CHECKED
KJC
DATE
1/7/15
SCALE
111=30'
JOB No.
NCC138020
SHEET
sw-9

u
B
0
13
REVISIONS BY
2. CONTRACTOR SHALL MINIMIZE THE TIME BARE SOIL IS
EXPOSED.
3. CONTRACTOR SHALL MINIMIZE SITE DISTURBANCE BY
MINIMIZING THE EXTENT OF GRADING AND CLEARING TO
EFFECTIVELY REDUCE SEDIMENT YIELD.
NOTE TO GC: OWNER HAS AUTHORITY AT ANY TIME TO LIMIT
SURFACE AREA OF ERODIBLE EARTH MATERIAL EXPOSED BY
CLEARING AND GRUBBING, EXCAVATION, BORROW AND
EMBANKMENT OPERATIONS AND TO DIRECT THE GC TO PROVIDE
IMMEDIATE PERMANENT OR TEMPORARY POLLUTION CONTROL
MEASURES,
- E&SC PUN SEf.DWG PrNTED BY: MOODARD 1.07.15 0 2:25 PM LAST SAVED BY: JWOODARD
UtVLLUF LK /UWNLK:
WAL -MART REAL ESTATE
BUSINESS TRUST
MAIL STOP 5570
2001 SE 10TH STREET
BENTONVILLE, AR
72716 -5570
479 - 204 -1195
SITE OPERATOR /GENERAL CONTRACTOR:
SUPERINTENDENT:
IMPORTANT: GC MUST SIGN ALL PLAN SHEETS
AND ANY NEW PLAN SHEETS ISSUED BY THE CEC.
UmAvvIV
JBW
CHECKED
KJC
DATE
1/7/15
SCALE
NA
JOB No.
NCC138020
SHEET
sw-10

IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THIS PROJECT
NOTES:
1. CONSIDERATION MUST BE GIVEN TO ANTICIPATED CLIMATE AND SEASONAL CONDITIONS WHEN PLANTING SEED.
1.
WORK COPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIVE TO
S
LENGTH
LONGITUDINAL
T aisle 6.1 flu
THE SPECIFICATIONS OR APPLICABLE CODES IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD IN
Included)
OR OTHER EARTH DISTURBING ACTIVITIES HAVE PERMANENTLY CEASED ON
Tatrr}saraay Seeding
WRITING PRIOR TO THE START OF CONSTRUCTION. FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUTE
ANY PORTION OF THE SITE, TEMPORARILY CEASED ANY PORTION OF
TOPSOIL IS APPLIED AND FINAL GRADE IS REACHED.
Recommendations ftlr Late
ACCEPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF THE WORK AS DEFINED BY THE DRAWINGS AND IN
INA
Winter and Early Spring
11 1 CONFORMANCE WITH LOCAL REGULATIONS AND CODES.
NOTES:
1. PERMANENT STABILIZATION SHALL BE ACCOMPLISHED IN ALL DISTURBED AREAS BY COVERING THE SOIL WITH PAVEMENT, BUILDING STRUCTURES, VEGETATION, OR
OTHER FORMS OF SOIL STABILIZATION.
2. THE GC IS REQUIRED TO INITIATE PERMANENT SOIL STABILIZATION MEASURES IMMEDIATELY UPON REACHING FINAL GRADE. FOR THOSE AREAS NOT AT FINAL
GRADE THAT WILL NOT BE DISTURBED FOR GREATER THAN 7 DAYS THE CONTRACTOR SHOULD INITIATE TEMPORARY STABILIZATION PER THE TEMPORARY
SEEDING OR STABILIZATION DETAIL.
3. THE GC HAS 7 DAYS FROM INITIATION OF STABILIZATION TO COMPLETE SOIL PREPARATION, SEEDING, MULCHING, AND ANY OTHER REQUIRED ACTIVITIES RELATED
TO THE PLANTING AND ESTABLISHMENT OF VEGETATION. THE GC ALSO HAS 7 DAYS FROM INITIATION OF STABILIZATION TO COMPLETELY INSTALL
NON- VEGETATED MEASURES, IF UTILIZED.
4. SOILS MUST BE PREPARED BEFORE INSTALLATION OF SOD OR SEED. SEE 02900 SPECIFICATION FOR INSTRUCTION ON PROPER SOIL PREPARATION.
5. AT THE COMPLETION OF GROUND - DISTURBING ACTIVITIES, THE ENTIRE SITE MUST HAVE PERMANENT VEGETATIVE COVER MEETING VEGETATIVE DENSITY table 8.1ng
REQUIREMENTS IN THE GENERAL PERMIT, OR MULCH PER LANDSCAPE PLAN, IN ALL AREAS NOT COVERED BY HARDSCAPE (STONE, PAVEMENT, BUILDINGS, ET^..). Recornmeencl tisonsfor
Summer
6. SEEDED AREAS SHALL BE PROTECTED WITH STRAW MULCH, HYDRAULIC MULCH OR A ROLLED EROSION CONTROL PRODUCT. STRAW MULCH MUST BE TACKIFIED
OR CRIMPED BY DISC OR OTHER MACHINERY, AND ROLLED EROSION CONTROL PRODUCTS MUST BE INSTALLED PER MANUFACTURER RECOMMENDATIONS. ONLY
ROLLED EROSION CONTROL PRODUCTS ARE PERMITTED TO BE USED IN FLOW CONVEYANCES.
7. ALL AREAS TO BE SEEDED MUST MEET TOPSOIL DEPTH, PH AND ORGANIC CONTENT REQUIREMENTS. SEE 02900 SPECIFICATION FOR INSTRUCTION ON PROPER
SOIL PREPARATION.
8. FINAL SITE STABILIZATION IS ACHIEVED WHEN PERENNIAL VEGETATIVE COVER PROVIDES PERMANENT STABILIZATION WITH A UNIFORM DENSITY GREATER THAN 70
PERCENT OVER THE ENTIRE AREA TO BE STABILIZED BY VEGETATIVE COVER. THIS AREA IS EXCLUSIVE OF AREAS THAT ARE COVERED WITH ROCK (CRUSHED
GRANITE, GRAVEL, ETC.) OR LANDSCAPE MULCH, PAVED OR HAVE A BUILDING OR OTHER PERMANENT STRUCTURE ON THEM.
LAST REVISED: WAL -MART
STANDARD
JUNE 2012 DETAIL
Ps PERMANENT SEEDING, SOD OR MULCHING
N.T.S.
Seedin=g mixture
Species Rift (Ibdacre)
Rye rats 1.20
Annual Ies,podeaa ( �n I
Pied,non €and Coastal Phan,
Korean h Wuntains} 50
tam t annuaa lespedeza when duration of *mpalrarp cover is not to
extend bayond Jame -.
Seeding dates
Mountains -AWve 25M feat: Feb, 15- 1115
$&-tow 25W %t Fet>.1 -May 1
Piedmont ,Ian. t - May 1 jjj333
Comm PaafI t - Apn 15
Boil eraandraarrts
Folic ra3canamnneialiose✓ Of 5;331 rests or apply 2,000 Ynfacre oroaatad
agdcuaura9 fatesiorae and 760wacre s ferbuer.
Mulch
Apply 4.0 001 tuacra Wow. Anchor svirNby forking vddh asphaft, darting,
� a mule atislx>, =raazJ . A desk vuiin ralac3es set ready 3traiaJ3ricanX�
used as a much annhoning fleet,
7
Maintenance
fixefattii`ize Wgfo ri 6 not fuly adegie ale Reseed, re, ize and mulct s
Lmauediately flowing erosw creator damage. �
SeedIngI mixture
Spumes Rate (ibdacre)
Garman m let 40
In the Piedmont and Mourutains, a snlail•stommod Sudangiass may be �
subsibbited at a rate of 5€3lblarse, 1
Seedling dares
Matintai s- May 15 - ALI j
edmont-Pay 1 -Aug, 15 q
Coastal PlaJri- n: 1S -Aug} 16 1
;email amendments
Fellow recommendations Of sett tests or apply 2.000 lbiacre ground
agrCultural limestone and i80a Ibleaare 10-10-10 (emlizer.
Mitch 3
.Appiy4,0W*facre,s*aw Arrdxarstrawbytackingwittvarphatt ,aaatl I
or a mulch ancho nr g loot A disk wfth blades set nearly straight east, be S
used as a mulch anchomig too.
Maintenance
Retartifiza rt garavfta is n fastly adayasa` Reseed, relertiiize and mulch
inamedra'.+aiy faltoarrdm3 erosioaazx �da�ge. ,
SOURCE BOX
LAST REMISED: NCDENR CTS
STANDARD
MAY __013 DIFT IL
IUP RAIL
1.66 IN OD, 2.27 LB /FT
GALVANIZED STEEL PIPE(TYP.
USE SINGLE ROLL OF 6.5' WIDE MAT IN TYPICAL DITCH NO.9 GAGE, 0.148" f 0.00 ,
+ so° FINISHED SIZE GALVANIZED STEEL
:: »rid • r �+ /� 5 WIRES, 2" MESH, TOP AND
/ \ BOTTOM SELVAGES TWISTED
AND BARBED CONFORMING
TO ASTM A392 A491 F668
r
r 1S"
rt A
( ]
C B..................... ........ ...............................
1� C
_�
1
6
1
O
1
^, CRITICAL POINTS
A. OVERLAPS AND SEAMS
A
B. PROJECTED WATER LINE
. .
B C. CHANNEL BOTTOM /SIDE
C SLOPE VERTICES
8
1. PREPARE SOIL BEFORE INSTALLING BLANKETS, INCLUDING ANY NECESSARY APPLICATION OF LIME, FERTILIZER, AND SEED. NOTE WHEN USING CELL- O-SEED DO NOT SEED PREPARED AREA. CELL- O-SEED MUST BE INSTALLE
WITH PAPER SIDE DOWN.
2. BEGIN AT THE TOP OF THE CHANNEL BY ANCHORING THE BLANKET IN A 6" (15cm) DEEP X 6" (15) WIDE TRENCH WITH APPROXIMATELY 12' (30cm) OF BLANKET EXTENDED BEYOND THE UP -SLOPE PORTION OF THE TRENCH.
ANCHOR THE BLANKET NTH A ROW OF STAPLES /STAKES APPROXIMATELY 12' (30 cm
cm) APART IN THE BOTTOM OF THE TRENCH. BACKFlLL AND COMPACT THE TRENCH AFTER STAPLING. APPLY SEED TO COMPACTED SOIL AND FOLD
REMAINING 12" (30cm) PORTION OF BLANKET BACK OVER SEED AND COMPACTED SOIL SECURE BLANKET OVER COMPACTED SOIL WITH A ROW OF STAPLES /STAKES SPACED APPROXIMATELY 12' (30cm) APART ACROSS THE WIDTH
OF THE BLANKET.
3. ROLL CENTER BLANKET IN DIRECTION OF WATER FLOW IN BOTTOM OF CHANNEL BLANKETS VALL UNROLL WITH APPROPRIATE SIDE AGAINST THE SOIL SURFACE. ALL BLANKETS MUST BE SECURELY FASTENED TO SOIL
SURFACE BY PLACING STAPLES /STAKES IN APPROPRIATE LOCATIONS AS SHOWN IN THE STAPLE PATTERN GUIDE. WHEN USING OPTIONAL DOT SYSTEM, STAPLES /STAKES SHOULD BE PLACED THROUGH EACH OF THE COLORED
DOTS CORRESPONDING TO THE APPROPRIATE STAPLE PATTERN.
4. PLACE CONSECUTIVE BLANKETS END OVER END (SHINGLE STYLE) WITH A 4 " -6" (10:m-15cm) OVERLAP. USE A DOUBLE ROW OF STAPLES STAGGERED C (10cm) APART AND 4" (10am) ON CENTER TO SECURE BLANKETS.
S. FULL LENGTH EDGE OF BLANKETS AT TOP OF SIDE SLOPES MUST BE ANCHORED WITH A ROW OF STAPLES /STAKES APPROXIMATELY 12" (30cm) APART IN A 6" (15cm) DEEP X 6" (15cm) MADE TRENCH. BACKFlLL AND
COMPACT THE TRENCH AFTER STAPLING.
6. ADJACENT BLANKETS MUST BE OVERLAPPED APPROXIMATELY 2 " -5" (5cm- 12.5m) AND STAPLED, TO ENSURE PROPER SEAM ALIGNMENT, PLACE THE EDGE OF THE OVERLAPPING BLANKET EVEN WITH THE COLORED SEAM STITCH
ON THE BLANKET BEING OVERLAPPED.
7. IN HIGH FLOW CHANNEL APPLICATIONS, A STAPLE CHECK SLOT IS RECOMMENDED AT 30 TO 40 FOOT (gm- 12m) INTERVALS. USE A DOUBLE ROW OF STAPLES STAGGERED 4" (10cm) APART AND 4" (10cn) ON CENTER OVER
ENTIRE WIDTH OF THE CHANNEL
& THE TERMINAL END OF THE BLANKETS MUST BE ANCHORED WITH A ROW OF STAPLES /STAKES APPROXIMATELY 12' (30cm) APART IN A 8" (15cm) DEEP X 6" (15cm) WIDE TRENCH. BACKFlLL AND COMPACT THE TRENCH AFTER
STAPLING
MAINTENANCE NOTES:
1. INSPECT AT LEAST WEEKLY AND AFTER EACH MAJOR RAINFALL EVENT. REPAIR IMMEDIATELY.
2. GOOD CONTACT WITH GROUND MUST BE MAINTAINED, AND EROSION MUST NOT OCCUR BENEATH BLANKET.
3. ANY AREAS THAT ARE DAMAGED OR NOT IN CLOSE CONTACT WITH GROUND SHALL BE REPAIRED AND STAPLED.
4. IF EROSION OCCURS DUE TO POORLY CONTROLLED DRAINAGE, THE PROBLEM SHALL BE FIXED AND PROTECTED.
5. MONITOR AND REPAIR AS NECESSARY UNTIL GROUND COVER IS ESTABLISHED.
BOHLER LAST REVISED:
DETAIL
DECEMBER 2014
" SWPPP INFORMATION" MUST
BE DISPLAYED PROMINENTLY
ACROSS THE TOP OF THE SIGN,
AS SHOWN IN THE DETAIL.
- SIGN -.TO BE CONSTRUCTED__OF
A RIGID MATERIAL, SUCH AS
PLYWOOD OR OUTDOOR SIGN
BOARD. SIGN MUST BE
CONSTRUCTED IN A MANNER
TO PROTECT DOCUMENTS FROM
DAMAGE DUE TO WEATHER
(WIND, SUN, MOISTURE, ETC.).
Z
M
�U
i�
EROSION CONTROL FABRIC
IN DITCHES
WPPP INFORMATION
COPY OF COPY OF
ACOE NCDENR
INDIVIDUAL STORMWATER
PERMIT PERMIT
CITY OF COPY OF
KING NCDENR
ZONING CERTIFICATE
PERMIT OF APPROVAL
DETAILED DESCRIPTION OF THE LOCATION OF
THE SWPPP DOCUMENTATION (BINDER AND SITE
MAPS) ON THE SITE.
,
OR F573.
Table 6.1€10 1.
�e0£iilTg t1TixlLtre
Temporary Seeding Spec" Rate (Itatacre)
Recommendations for Fail Rye (grain) 12D
Seeding dates
fVloayltaists-Aup_ 15- Cae,15
'Coastal Plain and Piedrront-Aug. 15 -Cec 33
Soil amendments
I Fohow $oil tests or atap€y :t,OW Iblacr e ground, agricultural limeaturae
I and 1,0001 ace tai -10- 0 tarblizer.
Mulch
IApply 4,UI lWacre=atras, AnChor sa b'y racking wrrhasonall,netfi ,
or a mulch anchurlazg ,spl. Ada`sk vatn blades set nearly zirairgh t can be
! used as a mulch anchoring tnul^
IMaintenance
Repair and refer38ize damaged areas hirtnedlately Topdress Mth, So
I{ Wacre of rdeogsn in March. If it is necessary to extent temporary
i cover beyond , whI IS, oVefseeti with 60 Roseate Koine (Paid ront and
Coastal P3ain)or Kin (Mountains) tespedeza in late February or
JPt_A N'T,1SFlXC`F1I .
Seloctan appropriate species or dies mixture ftom Table Clue for siding
in laic winter and early sprmg, Tbblir Ca 100 For surrim ;r, and -!•aisle 6.,10e for
fait.
In the Nhnmaeirm Ihce'<anber ante January seedin ,5 have pact chaau es of
stlL"[:MW When it s nc s:nry to plant W hese unics;, w x.'. rvvii vamendal: -mr;
fin, fall arltd a sccurely racked mulch.
Sir ^k ty# tG
};veIIiy,ly ��u1� aloxae�c�esQ,uz -3cas„ ¢hill, �aidaapac':+eezfer;
or hyeroseorl *a. tl "xe aveding zJir� given ia Trbtuw 6A0& -6A0c_ Broadcast
sectimp and h3dnss rdnng are appropriate for sux'p slopes, te=tras CgDipticat
eanarol be driven. )land broadca -,ting is n #.K reerutaarandud Itw:xtuse of the
dfrt',ietray in adnevinga untfor- u disnritruttI
Srull grams should t±r planted no mom than I inch, deep, and grate and
Icguircs no m nm than 1�2 inch, Baoae xa -�eed wrest be carried, by raling
of strain draillpat and ihcLa lightly it xx aI Sroidz a roster or o tit p %nr.
HydresoWcd nsimtau s should include a xxwrl fibor (cvlh4rvwf mulch,
TEMPORARY SEEDING SPECIFICATIONS
NOTES:
NOTES:
1. CONSIDERATION MUST BE GIVEN TO ANTICIPATED CLIMATE AND SEASONAL CONDITIONS WHEN PLANTING SEED.
1.
THE GC IS REQUIRED TO, AT A MINIMUM, INITIATE SOIL STABILIZATION
LENGTH
LONGITUDINAL
MEASURES IMMEDIATELY WHENEVER ANY CLEARING, GRADING, EXCAVATING
2. SEED SHALL BE FREE OF WEEDY SPECIES AND APPROPRIATE FOR SITE SOILS AND REGIONAL CLIMATE. SEED
Included)
OR OTHER EARTH DISTURBING ACTIVITIES HAVE PERMANENTLY CEASED ON
AND MULCH PER THE CONSTRUCTION DRAWINGS AND THE 02900 PLANTING SPECIFICATION IMMEDIATELY AFTER
(FT.)
ANY PORTION OF THE SITE, TEMPORARILY CEASED ANY PORTION OF
TOPSOIL IS APPLIED AND FINAL GRADE IS REACHED.
(I.E., MATTING, BLANKET, ETC.)
THE SITE AND WILL NOT LIKELY RESUME FOR A PERIOD IOD EXCEEDING 7
INA
CALENDAR DAYS.
3. THE SITE HAS ACHIEVED FINAL STABILIZATION ONCE ALL AREAS ARE COVERED WITH BUILDING FOUNDATION OR
ft/s (m /s)
PAVEMENT, OTHER LANDSCAPING COVER (STONE, MULCH, ETC.), OR HAVE A STAND OF GRASS WITH A MINIMUM
2
THE GC HAS 7 DAYS FROM INITIATION OF STABILIZATION TO COMPLETE SOIL
OF 70 PERCENT DENSITY OVER THE ENTIRE VEGETATED AREA, OR GREATER IN ACCORDANCE WITH THE
2.0 -10.0%
PREPARATION, SEEDING, MULCHING, AND ANY OTHER REQUIRED .ACTIVITIES
GENERAL PERMIT REQUIREMENTS.
RELATED TO THE PLANTING AND ESTABLISHMENT OF VEGETATION. THE GC
APPROX WT
ALSO HAS 7 DAYS FROM INITIATION OF STABILIZATION TO COMPLETELY
4. VEGETATED AREAS MUST BE WATERED, FERTILIZED, AND RESEEDED AS NEEDED TO ACHIEVE THIS REQUIREMENT.
FIBER MATRIX
INSTALL NON- VEGETATED MEASURES, IF UTILIZED.
5. THE VEGETATIVE DENSITY MUST BE MAINTAINED THROUGH PROJECT COMPLETION TO BE CONSIDERED STABILIZED.
3.
ALL DISTURBED AREAS MUST BE STABILIZED TEMPORARILY WITH THE USE
AREAS PROTECTED BY EROSION CONTROL BLANKETS ARE NOT PERMANENTLY STABILIZED UNTIL THE APPLICABLE
OF FAST - GERMINATING ANNUAL GRASS /GRAIN VARIETIES APPROPRIATE FOR
GENERAL PERMIT REQUIREMENT FOR FINAL VEGETATIVE DENSITY IS ACHIEVED.
30% Coconut
SITE SOIL AND CLIMATE CONDITIONS. MULCH IS REQUIRED FOR ALL SEEDING
,
p
T e B
APPLICATIONS, AND ALL MULCH APPLICATIONS MUST INCLUDE A SUITABLE
6. RIP -RAP, MULCH, GRAVEL, DECOMPOSED GRANITE OR OTHER EQUIVALENT PERMANENT STABILIZATION MEASURES
LIGHTWEIGHT PHOTODEGRADABLE
FORM OF MULCH ANCHORING TO MINIMIZE MOVEMENT OF MULCH BY WIND
MAY BE EMPLOYED IN LIEU OF VEGETATION BASED ON SITE - SPECIFIC CONDITIONS, DESIGN AND GOVERNING
OR WATER.
AUTHORITY APPROVAL.
(0.73 kg /100 m')
APPROX WT
4.
ALTERNATIVE STABILIZATION MEASURES TO SEEDING, SUCH AS ANCHORED
7. ALL VEGETATED AREAS SHALL BE INSPECTE[ TO CONFIRM THAT A HEALTHY STAND OF GRASS IS
SACK SHOULD BE EMPTIED.
MULCH APPLICATION (WITHOUT SEEDING), MAY BE UTILIZED DURING PERIODS
MAINTAINED. TFSGULARLY
:LL WALL
WHEN VEGETATIVE GROWTH IS UNLIKELY (E.G. WINTER MONTHS).
SEEDING/VEGETATION REQUIREMENTS
5.
IT IS NOT ACCEPTABLE TO ALLOW BARE SOIL TO REMAIN EXPOSED AT ANY
TIME DURING THE YEAR, REGARDLESS OF WEATHER /TEMPERATURE /SITE
CONDITIONS.
Opening
6.
ALTERNATIVE STABILIZATION MEASURES INCLUDE, BUT ARE NOT LIMITED TO:
SOURCE BOX
ANCHORED STRAW /HAY MULCH, WOOD CELLULOSE FIBER MULCH, SPRAY -ON
LAST REVISED:
WAL -MART
SOIL GLUES /BINDERS, AND ROLLED EROSION CONTROL PRODUCTS.
STANDARD
7.
ALL ROLLED EROSION CONTROL PRODUCTS SHALL HAVE CURRENT QDOR(TM)
JUNE 2012
DETAIL
STATUS ISSUED BY THE EROSION CONTROL TECHNOLOGY COUNCIL (ECTC)
PLUS ANY STATE OR AGENCY - SPECIFIC REQUIREMENTS. EVIDENCE OF
QDOR(TM) APPROVAL SHALL ACCOMPANY THE PRODUCT SHIPPED TO THE
JOBSITE FOR READY IDENTIFICATION BY THE CONTRACTOR OR AGENCY
INSPECTOR.
8.
ROLLED EROSION CONTROL PRODUCTS (NETS, BLANKETS, TURF REINFORCED
MATES) AND VEGETATED AREAS NOT MEETING REQUIRED VEGETATIVE
N.T.S. DENSITIES FOR FINAL STABILIZATION MUST BE INSPECTED DAILY. RILING,
RUTTING AND OTHER SIGNS OF EROSION INDICATE THE SPECIFIED EROSION
POST CONTROL DEVICE IS NOT FUNCTIONING OR INSTALLED PROPERLY AND /OR
1.90 IN OD, 2.70 LB /FT ADDITIONAL EROSION CONTROL DEVICES ARE WARRANTED.
GALVANIZED STEEL PIPE ENDURO SHADE CLOTH BY HENDEE
(TYP.) ENTERPRISES, INC. (OR EQUAL) TEMPORARY SEEDING
TEL: [phone]
OR STABILIZATION
PERMANENT OR
TEMPORARY STABILIZATION
COMPACTED
SOIL
-W
MAX. 3 .:
-- 1 - -
OVERLAND FLOW
� ',�., � �, v �, • � ,, �.. +, �"^ '�"� , \„ *,,,, , u ° � � � �` ,*•, \tat , . ,.
� .!A� °: /��k,�, � �" ,/, :ice, � xti �. °. °•^�' �. ^. \/ /',.
FLOW LINE LINED TO
d' FLOW LINE LINED TO PREVENT EROSION
NOTES: PREVENT EROSION (SEE TABLE IN THIS DETAIL)
1. REMOVE ANY EXISTING VEGETATION AND SCARIFY OR BENCH ADJACENT SOILS PRIOR
TO PLACING BERM.
2. BERM MATERIALS MUST BE ADEQUATELY COMPACTED AND IMMEDIATELY STABILIZED.
3. DIVERSION DITCHES /BERMS MUST BE IMMEDIATELY STABILIZED TO PREVENT EROSION
AND TRANSPORT OF SEDIMENT.
4. FOLLOW 02300 EARTHWORK SPECIFICATION.
MAINTENANCE NOTES:
1. INSPECT DIVERSION DIKES ONCE A WEEK AND AFTER EVERY RAINFALL. IMMEDIATELY
REMOVE SEDIMENT FROM THE FLOW AREA AND REPAIR THE DIKE.
2. CHECK INLETS, AND MAKE TIMELY REPAIRS AS NEEDED TO AVOID GULLY FORMATION.
WHEN THE AREA ABOVE THE TEMPORARY DIVERSION DIKE IS PERMANENTLY
STABILIZED, REMOVE THE DIKE, AND FILL AND STABILIZE THE CHANNEL TO BLEND
WITH THE NATURAL SURFACE.
SC150.
DIVERSION DITCHES AND BERMS
24 MO.
DIVERSION
LENGTH
LONGITUDINAL
DESIGN FLOW
EROSION PROTECTION TYPE
Included)
PERMISSIBLE
NO
(FT.)
SLOPE
DEPTH (IN.)
(I.E., MATTING, BLANKET, ETC.)
• •
INA
SEGMENT
war
ft/s (m /s)
DETAIL
♦ . . .. ♦ •
ALL SEGMENTS
VARIES
2.0 -10.0%
►
MATTING
(1.47 kg /100 m')
APPROX WT
CENTER NET
N/A
FIBER MATRIX
STRAW /COCONUT MATRIX
TE
70% STRAW
0.35 Ibs /yd'
(0.19 kg /100 m')
30% Coconut
0.15 Ibs /yd'
p
T e B
(0.08 kg /m')
BOTTOM NET
LIGHTWEIGHT PHOTODEGRADABLE
YP
POLYPROPYLENE
1.50 Ibs /1000 ft'
T
Type A
(0.73 kg /100 m')
APPROX WT
THREAD
DEGRADABLE
SACK SHOULD BE EMPTIED.
:LL WALL
4LET
Curb
Opening
we �•
1 '
PERMANENT OR
TEMPORARY STABILIZATION
COMPACTED
SOIL
-W
MAX. 3 .:
-- 1 - -
OVERLAND FLOW
� ',�., � �, v �, • � ,, �.. +, �"^ '�"� , \„ *,,,, , u ° � � � �` ,*•, \tat , . ,.
� .!A� °: /��k,�, � �" ,/, :ice, � xti �. °. °•^�' �. ^. \/ /',.
FLOW LINE LINED TO
d' FLOW LINE LINED TO PREVENT EROSION
NOTES: PREVENT EROSION (SEE TABLE IN THIS DETAIL)
1. REMOVE ANY EXISTING VEGETATION AND SCARIFY OR BENCH ADJACENT SOILS PRIOR
TO PLACING BERM.
2. BERM MATERIALS MUST BE ADEQUATELY COMPACTED AND IMMEDIATELY STABILIZED.
3. DIVERSION DITCHES /BERMS MUST BE IMMEDIATELY STABILIZED TO PREVENT EROSION
AND TRANSPORT OF SEDIMENT.
4. FOLLOW 02300 EARTHWORK SPECIFICATION.
MAINTENANCE NOTES:
1. INSPECT DIVERSION DIKES ONCE A WEEK AND AFTER EVERY RAINFALL. IMMEDIATELY
REMOVE SEDIMENT FROM THE FLOW AREA AND REPAIR THE DIKE.
2. CHECK INLETS, AND MAKE TIMELY REPAIRS AS NEEDED TO AVOID GULLY FORMATION.
WHEN THE AREA ABOVE THE TEMPORARY DIVERSION DIKE IS PERMANENTLY
STABILIZED, REMOVE THE DIKE, AND FILL AND STABILIZE THE CHANNEL TO BLEND
WITH THE NATURAL SURFACE.
NOTES:
1. THE SWPPP INFORMATION SIGN MUST BE LOCATED IN A PROMINENT, PUBLICLY ACCESSIBLE LOCATION NEAR THE
MAIN ENTRANCE OF THE SITE, SUCH THAT THE DOCUMENTATION CAN BE READ WITHOUT ACCESSING THE
JOBSITE, BUT NOT OBSTRUCTING VIEWS AS TO CAUSE A TRAFFIC SAFETY HAZARD.
2. ALL POSTED DOCUMENTS MUST BE MAINTAINED IN A CLEARLY READABLE CONDITION AT ALL TIMES THROUGHOUT
CONSTRUCTION AND UNTIL THE NOTICE -OF- TERMINATION (NOT) IS FILED FOR THE PERMIT.
3. ALL PAGES OF NOTICES OF INTENT AND PERMIT AUTHORIZATIONS MUST BE POSTED. THE CONTRACTOR MAY
UTILIZE ACCESSIBLE WATERPROOF FOLDERS TO STORE THESE DOCUMENTS IF IT WILL BE DIFFICULT TO POST ALL
PAGES INDIVIDUALLY.
4. CONTRACTOR SHALL POST OTHER STORMWATER AND /OR EROSION AND SEDIMENT CONTROL RELATED PERMITS
ON THE SIGN AS REQUIRED BY THE GOVERNING AGENCIES.
5. SUBSEQUENT PERMIT MODIFICATION REQUESTS OR RENEWAL APPLICATIONS AND THEIR ASSOCIATED
AUTHORIZATIONS OR RESPONSES SHALL BE POSTED ON THE SWPPP SIGN.
6. SIGN SHALL BE LOCATED OUTSIDE OF PUBLIC RIGHT -OF -WAY AND EASEMENTS UNLESS APPROVED BY THE
GOVERNING AGENCY.
7. CONTRACTOR IS RESPONSIBLE FOR ENSURING STABILITY OF THE SWPPP INFORMATION SIGN.
SWPPP INFORMATION SIGN
SS N.T.S.
LAST REVISED: WAL -MART
REVISED
JUNE 2012 DETAIL
SLlS \NCC136020 - Ease PIAN SEtDwG PPoNIm Bi: JWOODARD 1.07.1, 0 2:23 PM IATT S4VED 6r: JM,WDARD
SOURCE BOX
LAST REVISED: WAL -MART DIVERSION DIKE
STANDARD SI­N.T.S.
JUNE 2012 DETAIL
NOTES:
1. CHECK DAM MAY BE USED IN SLOPING DITCHES OR MAINTENANCE NOTES:
CHANNELS TO SLOW VELOCITY OR TO CREATE 1. INSPECT CHECK DAMS AND CHANNELS AT LEAST WEEKLY AND AFTER EACH MAJOR
SEDIMENT TRAPS. RAINFALL EVENT AND REPAIR IMMEDIATELY. CLEAN OUT SEDIMENT, STRAW, LIMBS, OR
2. ENSURE THAT MAXIMUM SPACING BETWEEN DAMS OTHER DEBRIS THAT COULD CLOG CHANNEL WHEN NEEDED.
PLACES THE TOE OF THE UPSTREAM DAM AT THE SAME 2. ANTICIPATE SUBMERGENCE AND DEPOSITION ABOVE CHECK DAM AND EROSION FROM
ELEVATIONS AS THE DOWNSTREAM DAM. HIGH FLOWS AROUND EDGES OF THE DAM. CORRECT ALL DAMAGE IMMEDIATELY.
3. REMOVE SEDIMENT ACCUMULATED BEHIND THE DAMS AS NEEDED TO PREVENT DAMAGE
TO CHANNEL VEGETATION, ALLOW CHANNEL TO DRAIN THROUGH CHECK DAM, AND
PREVENT LARGE FLOWS FROM CARRYING SEDIMENT OVER THE DAM. ADD STONES AS
NEEDED TO MAINTAIN DESIGN HEIGHT AND CROSS SECTION.
CLASS B EROSION
L =THE DISTANCE SUCH THAT POINTS A AND B ARE OF EQUAL ELEVATION CONTROL STONE
A B #57 WASHED STONE 2• J
�- 4' TO 6' I
PROFILE VIEW CROSS SECTION
BOHLER LAST REVISED:
DETAIL
DECEMBER 2014
FILTER CLOTH
9" MIN.
1.5' MIN.
PLAN VIEW
�D ROCK CHECK DAM
N.T.S
WIRE MESH
MIRAFI 140 N GEOTEXTILE FABR
MIRAFI 140 N
GEOTEXTILE FABRIC
WIRE MESH
RUNOFF Eiii
PLAN
(CRETE BLOCKS
TENSAR - NORTH AMERICAN GREEN
SC150.
DIVERSION DITCHES AND BERMS
24 MO.
DIVERSION
LENGTH
LONGITUDINAL
DESIGN FLOW
EROSION PROTECTION TYPE
Included)
PERMISSIBLE
NAME AND
(FT.)
SLOPE
DEPTH (IN.)
(I.E., MATTING, BLANKET, ETC.)
DESIGN
UNVEGETATED
PERMISSIBLE
SEGMENT
VELOCITY
ft/s (m /s)
DETAIL
ALL SEGMENTS
VARIES
2.0 -10.0%
12
MATTING
NOTES:
1. THE SWPPP INFORMATION SIGN MUST BE LOCATED IN A PROMINENT, PUBLICLY ACCESSIBLE LOCATION NEAR THE
MAIN ENTRANCE OF THE SITE, SUCH THAT THE DOCUMENTATION CAN BE READ WITHOUT ACCESSING THE
JOBSITE, BUT NOT OBSTRUCTING VIEWS AS TO CAUSE A TRAFFIC SAFETY HAZARD.
2. ALL POSTED DOCUMENTS MUST BE MAINTAINED IN A CLEARLY READABLE CONDITION AT ALL TIMES THROUGHOUT
CONSTRUCTION AND UNTIL THE NOTICE -OF- TERMINATION (NOT) IS FILED FOR THE PERMIT.
3. ALL PAGES OF NOTICES OF INTENT AND PERMIT AUTHORIZATIONS MUST BE POSTED. THE CONTRACTOR MAY
UTILIZE ACCESSIBLE WATERPROOF FOLDERS TO STORE THESE DOCUMENTS IF IT WILL BE DIFFICULT TO POST ALL
PAGES INDIVIDUALLY.
4. CONTRACTOR SHALL POST OTHER STORMWATER AND /OR EROSION AND SEDIMENT CONTROL RELATED PERMITS
ON THE SIGN AS REQUIRED BY THE GOVERNING AGENCIES.
5. SUBSEQUENT PERMIT MODIFICATION REQUESTS OR RENEWAL APPLICATIONS AND THEIR ASSOCIATED
AUTHORIZATIONS OR RESPONSES SHALL BE POSTED ON THE SWPPP SIGN.
6. SIGN SHALL BE LOCATED OUTSIDE OF PUBLIC RIGHT -OF -WAY AND EASEMENTS UNLESS APPROVED BY THE
GOVERNING AGENCY.
7. CONTRACTOR IS RESPONSIBLE FOR ENSURING STABILITY OF THE SWPPP INFORMATION SIGN.
SWPPP INFORMATION SIGN
SS N.T.S.
LAST REVISED: WAL -MART
REVISED
JUNE 2012 DETAIL
SLlS \NCC136020 - Ease PIAN SEtDwG PPoNIm Bi: JWOODARD 1.07.1, 0 2:23 PM IATT S4VED 6r: JM,WDARD
SOURCE BOX
LAST REVISED: WAL -MART DIVERSION DIKE
STANDARD SI­N.T.S.
JUNE 2012 DETAIL
NOTES:
1. CHECK DAM MAY BE USED IN SLOPING DITCHES OR MAINTENANCE NOTES:
CHANNELS TO SLOW VELOCITY OR TO CREATE 1. INSPECT CHECK DAMS AND CHANNELS AT LEAST WEEKLY AND AFTER EACH MAJOR
SEDIMENT TRAPS. RAINFALL EVENT AND REPAIR IMMEDIATELY. CLEAN OUT SEDIMENT, STRAW, LIMBS, OR
2. ENSURE THAT MAXIMUM SPACING BETWEEN DAMS OTHER DEBRIS THAT COULD CLOG CHANNEL WHEN NEEDED.
PLACES THE TOE OF THE UPSTREAM DAM AT THE SAME 2. ANTICIPATE SUBMERGENCE AND DEPOSITION ABOVE CHECK DAM AND EROSION FROM
ELEVATIONS AS THE DOWNSTREAM DAM. HIGH FLOWS AROUND EDGES OF THE DAM. CORRECT ALL DAMAGE IMMEDIATELY.
3. REMOVE SEDIMENT ACCUMULATED BEHIND THE DAMS AS NEEDED TO PREVENT DAMAGE
TO CHANNEL VEGETATION, ALLOW CHANNEL TO DRAIN THROUGH CHECK DAM, AND
PREVENT LARGE FLOWS FROM CARRYING SEDIMENT OVER THE DAM. ADD STONES AS
NEEDED TO MAINTAIN DESIGN HEIGHT AND CROSS SECTION.
CLASS B EROSION
L =THE DISTANCE SUCH THAT POINTS A AND B ARE OF EQUAL ELEVATION CONTROL STONE
A B #57 WASHED STONE 2• J
�- 4' TO 6' I
PROFILE VIEW CROSS SECTION
BOHLER LAST REVISED:
DETAIL
DECEMBER 2014
FILTER CLOTH
9" MIN.
1.5' MIN.
PLAN VIEW
�D ROCK CHECK DAM
N.T.S
WIRE MESH
MIRAFI 140 N GEOTEXTILE FABR
MIRAFI 140 N
GEOTEXTILE FABRIC
WIRE MESH
RUNOFF Eiii
PLAN
(CRETE BLOCKS
TENSAR - NORTH AMERICAN GREEN
SC150.
LONGEVITY
24 MO.
CHECKED
MEDIUM FLOW CHANNELS
APPLICATIONS
2:1 -1:1 SLOPES
DESIGN
Included)
PERMISSIBLE
UNVEGETATED
SHEAR STRESS
2.00(96)
Ibs /ft'(Pa)
'
DESIGN
UNVEGETATED
PERMISSIBLE
8.00(2.44)
VELOCITY
ft/s (m /s)
DETAIL
HEAVYWEIGHT UV- STABILIZED
TOP NET
POLYPROPYLENE
2.9 IBS 11000 ft'
(1.47 kg /100 m')
APPROX WT
CENTER NET
N/A
FIBER MATRIX
STRAW /COCONUT MATRIX
TE
70% STRAW
0.35 Ibs /yd'
(0.19 kg /100 m')
30% Coconut
0.15 Ibs /yd'
p
T e B
(0.08 kg /m')
BOTTOM NET
LIGHTWEIGHT PHOTODEGRADABLE
YP
POLYPROPYLENE
1.50 Ibs /1000 ft'
T
Type A
(0.73 kg /100 m')
APPROX WT
THREAD
DEGRADABLE
I
STABILIZATION MATTING
TRUCK WELL WALL
(REFER TO ARCH. PLANS)
TRUCK WELL INLET
(REFER TO ARCH. PLANS)
CONCRETE PAVEMENT) �- FILTERED WATER
SUB -GRADE
NOTES: SECTION A -A
1. PLACE CONCRETE BLOCKS IN A SINGLE ROW AROUND PERIMETER OF TRUCK WELL INLET ON THEIR
SIDES, WITH ENDS OF ADJACENT BLOCKS ABUTTING.
2. HEIGHT OF BARRIER VARIES. USE STACKS OF 4 ", 8 ", OR 12" BLOCKS. TOP OF BARRIER MUST BE
LOWER THAN TOP OF CURB ELEVATIONS ADJACENT TO THE INLET. MAX. HEIGHT SHALL BE 24 ".
3. PLACE HARDWARE CLOTH /WIRE MESH W/ MAX. 1/2" OPENINGS OVER VERTICAL FACE OF CONCRETE
BLOCKS.
4. THE AGGREGATE SHALL BE 3/4" - 2" ANGULAR CLEAN STONE WHICH WILL SLOW THE FLOW OF
WATER AND ALLOW IT TO FILTER THROUGH AND OVER THE MATERIAL BEFORE ENTERING THE INLET.
MAINTENANCE NOTES:
1.
T- PROTECTION -- DEVICES- - MUST --BE -- INSPECTED- -FOR- SEDIMENT - ACCUMULATION -- WITHIN -THE -CATCH
BASIN (IF USING INSERT -TYPE DEVICE) OR UPGRADIENT OF THE INLET.
2. REMOVAL OF SEDIMENT ACCUMULATED IN OR ADJACENT TO A STORM DRAIN INLET MUST BEGIN
IMMEDIATELY UPON DISCOVERY, WITH COMPLETION OF THE ACTIVITY OCCURRING NO LATER THAN THE
END OF THE FOLLOWING BUSINESS DAY.
3. INLET PROTECTION DEVICES SHALL BE INSPECTED FOR UNINTENDED BYPASS OR IMPROPER
FLOW -RATES THAT MAY CAUSE DOWNSTREAM FLOODING.
4. CONTACT THE CEC FOR ALTERNATE INLET PROTECTION IF THE DESIGNED PROTECTION MAY IMPACT
DOWNSTREAM BMPS, ADJACENT SLOPES, ETC., DUE TO PONDING ISSUES. ENSURE THAT NO
UNDERMINING OF INLET PROTECTION DEVICES HAS OCCURRED.
5. INLET PROTECTION DEVICES AND BARRIERS SHALL BE REPAIRED OR REPLACED IF THEY SHOW SIGNS
OF UNDERMINING OR DETERIORATION.
TRUCK WELL INLET PROTECTION
IP2 N.T.S.
SOURCE BOX
LAST REVISED: WAL -MART
STANDARD
OCTOBER 2012 DETAIL
CONSTRUCTION SPECIFICATIONS
1. LAY ONE BLOCK ON EACH SIDE OF THE
STRUCTURE ON ITS SIDE IN THE BOTTOM
ROW TO ALLOW POOL DRAINAGE. THE
FOUNDATION SHOULD BE EXCAVATED AT
LEAST 2 INCHES BELOW THE CREST OF THE
STORM DRAIN. PLACE THE BOTTOM ROW OF
BLOCKS AGAINST THE EDGE OF THE STORM
DRAIN FOR LATERAL SUPPORT AND TO
AVOID WASHOUTS WHEN OVERFLOW OCCURS.
IF NEEDED, GIVE LATERAL SUPPORT TO
SUBSEQUENT ROWS BY PLACING 2 X 4
WOOD STUDS THROUGH BLOCK OPENINGS.
2. CAREFULLY FIT HARDWARE CLOTH OR
COMPARABLE WIRE MESH WITH 1/2 -INCH
OPENINGS OVER ALL BLOCK OPENINGS TO
HOLD GRAVEL IN PLACE.
3. USE CLEAN GRAVEL, 3/4- TO 1/2-INCH
IN DIAMETER, PLACED 2 INCHES BELOW
THE TOP OF THE BLOCK ON A 2:1 SLOPE
OR FLATTER AND SMOOTH IT TO AN EVEN
GRADE. DOT #57 WASHED STONE IS
RECOMMENDED.
4. KEEP THE DRAINAGE AREA NO GREATER
THAN 1 ACRE.
5. SHALL BE ACCORDANCE WITH THE
NCDENR "EROSION AND SEDIMENT CONTROL
PLANNING AND DESIGN MANUAL" STANDARD
# 6.52.
MAINTENANCE NOTES:
1. INSPECT BARRIER AT LEAST WEEKLY AND
AFTER EVERY MAJOR RAIN EVENT AND MAKE
REPAIRS AS NEEDED.
2. REMOVE SEDIMENT AS NECESSARY TO
PROVIDE ADEQUATE STORAGE.
3. WHEN CONTRIBUTING DRAINAGE AREA HAS
BEEN STABILIZED, REMOVE ALL MATERIALS
AND UNSTABLE SOIL. BRING DISTURBED AREA
TO PROPER GRADE. STABILIZE ALL BARE
AREAS AROUND INLET.
SOURCE BOX
BOHLER LAST REVISED:
DETAIL
DECEMBER 2014
Optional Overflow
I,J
SIZE 3(3 X 84" X 18"
Curb Deflector
J
N.T.S.
�J
CHECKED
Bag Removal From
KJC
SOURCE BOX
DATE
Included)
Silt Sack
LAST REVISED:
WAL -MART
sou RCeBOx
NA
-w
JOB No.
STANDARD
BOHLER
LAST REVISED:
SHEET
SW_
DETAIL
JUNE 2012
DETAIL
DECEMBER 2014
MAINTENANCE NOTES:
1. SILT SACK SHOULD BE INSPECTED
TE
AFTER EVERY MAJOR RAIN EVENT.
2. IF NO MAJOR RAIN EVENTS, SILT
SACK SHOULD BE INSPECTED EVERY
Silt Sack -
p
T e B
2WEEKS.
YP
3. YELLOW RESTRAINT CORD SHOULD
BE VISIBLE AT ALL TIMES. IF CORD IS Silt Sack -
T
Type A
(Without P
Curb Opening)
COVERED WITH SEDIMENT, SILT
SACK SHOULD BE EMPTIED.
:LL WALL
4LET
Curb
Opening
TRUCK WELL WALL
(REFER TO ARCH. PLANS)
TRUCK WELL INLET
(REFER TO ARCH. PLANS)
CONCRETE PAVEMENT) �- FILTERED WATER
SUB -GRADE
NOTES: SECTION A -A
1. PLACE CONCRETE BLOCKS IN A SINGLE ROW AROUND PERIMETER OF TRUCK WELL INLET ON THEIR
SIDES, WITH ENDS OF ADJACENT BLOCKS ABUTTING.
2. HEIGHT OF BARRIER VARIES. USE STACKS OF 4 ", 8 ", OR 12" BLOCKS. TOP OF BARRIER MUST BE
LOWER THAN TOP OF CURB ELEVATIONS ADJACENT TO THE INLET. MAX. HEIGHT SHALL BE 24 ".
3. PLACE HARDWARE CLOTH /WIRE MESH W/ MAX. 1/2" OPENINGS OVER VERTICAL FACE OF CONCRETE
BLOCKS.
4. THE AGGREGATE SHALL BE 3/4" - 2" ANGULAR CLEAN STONE WHICH WILL SLOW THE FLOW OF
WATER AND ALLOW IT TO FILTER THROUGH AND OVER THE MATERIAL BEFORE ENTERING THE INLET.
MAINTENANCE NOTES:
1.
T- PROTECTION -- DEVICES- - MUST --BE -- INSPECTED- -FOR- SEDIMENT - ACCUMULATION -- WITHIN -THE -CATCH
BASIN (IF USING INSERT -TYPE DEVICE) OR UPGRADIENT OF THE INLET.
2. REMOVAL OF SEDIMENT ACCUMULATED IN OR ADJACENT TO A STORM DRAIN INLET MUST BEGIN
IMMEDIATELY UPON DISCOVERY, WITH COMPLETION OF THE ACTIVITY OCCURRING NO LATER THAN THE
END OF THE FOLLOWING BUSINESS DAY.
3. INLET PROTECTION DEVICES SHALL BE INSPECTED FOR UNINTENDED BYPASS OR IMPROPER
FLOW -RATES THAT MAY CAUSE DOWNSTREAM FLOODING.
4. CONTACT THE CEC FOR ALTERNATE INLET PROTECTION IF THE DESIGNED PROTECTION MAY IMPACT
DOWNSTREAM BMPS, ADJACENT SLOPES, ETC., DUE TO PONDING ISSUES. ENSURE THAT NO
UNDERMINING OF INLET PROTECTION DEVICES HAS OCCURRED.
5. INLET PROTECTION DEVICES AND BARRIERS SHALL BE REPAIRED OR REPLACED IF THEY SHOW SIGNS
OF UNDERMINING OR DETERIORATION.
TRUCK WELL INLET PROTECTION
IP2 N.T.S.
SOURCE BOX
LAST REVISED: WAL -MART
STANDARD
OCTOBER 2012 DETAIL
CONSTRUCTION SPECIFICATIONS
1. LAY ONE BLOCK ON EACH SIDE OF THE
STRUCTURE ON ITS SIDE IN THE BOTTOM
ROW TO ALLOW POOL DRAINAGE. THE
FOUNDATION SHOULD BE EXCAVATED AT
LEAST 2 INCHES BELOW THE CREST OF THE
STORM DRAIN. PLACE THE BOTTOM ROW OF
BLOCKS AGAINST THE EDGE OF THE STORM
DRAIN FOR LATERAL SUPPORT AND TO
AVOID WASHOUTS WHEN OVERFLOW OCCURS.
IF NEEDED, GIVE LATERAL SUPPORT TO
SUBSEQUENT ROWS BY PLACING 2 X 4
WOOD STUDS THROUGH BLOCK OPENINGS.
2. CAREFULLY FIT HARDWARE CLOTH OR
COMPARABLE WIRE MESH WITH 1/2 -INCH
OPENINGS OVER ALL BLOCK OPENINGS TO
HOLD GRAVEL IN PLACE.
3. USE CLEAN GRAVEL, 3/4- TO 1/2-INCH
IN DIAMETER, PLACED 2 INCHES BELOW
THE TOP OF THE BLOCK ON A 2:1 SLOPE
OR FLATTER AND SMOOTH IT TO AN EVEN
GRADE. DOT #57 WASHED STONE IS
RECOMMENDED.
4. KEEP THE DRAINAGE AREA NO GREATER
THAN 1 ACRE.
5. SHALL BE ACCORDANCE WITH THE
NCDENR "EROSION AND SEDIMENT CONTROL
PLANNING AND DESIGN MANUAL" STANDARD
# 6.52.
MAINTENANCE NOTES:
1. INSPECT BARRIER AT LEAST WEEKLY AND
AFTER EVERY MAJOR RAIN EVENT AND MAKE
REPAIRS AS NEEDED.
2. REMOVE SEDIMENT AS NECESSARY TO
PROVIDE ADEQUATE STORAGE.
3. WHEN CONTRIBUTING DRAINAGE AREA HAS
BEEN STABILIZED, REMOVE ALL MATERIALS
AND UNSTABLE SOIL. BRING DISTURBED AREA
TO PROPER GRADE. STABILIZE ALL BARE
AREAS AROUND INLET.
SOURCE BOX
BOHLER LAST REVISED:
DETAIL
DECEMBER 2014
Optional Overflow
I,J
SIZE 3(3 X 84" X 18"
Curb Deflector
Insert 1" Rebar For
CHECKED
Bag Removal From
KJC
Inlet (Rebar Not
DATE
Included)
Silt Sack
Dump
,,,`__- (Rebar
Loops
Not Included)
NA
-w
JOB No.
SILT SAC K
N.T.S.
SOURCE BOX
LAST REVISED: MANUFACTURER
DETAIL
FEBRUARY 2014
DEWATERING CONCRETE BLOCK
2:1 SLOPE, GRAVEL FILTER
WIRE SCREEN
TEMPORARY
SEDIMENT POOL DEWATERING
1' MIN. X00 ° ° - --
°
2' MAX. ° °
0 a
Q - - -;
SEDIMENT I I ITI I II I (I I -1 i 1 -III .:
,_I 11-1 I II a
BLOCK AND CRAVES INLET PROTECTION
N.T.S.
Expansion
Restraint
DEVELOPER /OWNER:
WAL -MART REAL ESTATE
BUSINESS TRUST
MAIL STOP 5570
2001 SE 10TH STREET
BENTONVILLE, AR
72716 -5570
479 - 204 -1195
SITE OPERATOR /GENERAL CONTRACTOR:
SUPERINTENDENT:
SION AND SEDIMENTATION CONTIRIML DETAIL
IMPORTANT: GC MUST SIGN ALL PLAN SHEETS
AND ANY NEW PLAN SHEETS ISSUED BY THE CEC.
REVISIONS B
UKAVVN
JBW
CHECKED
KJC
DATE
1/7/15
SCALE
NA
JOB No.
NCC138020
SHEET
SW_

IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THIS PROJECT
WORK SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIVE TO
THE SPECIFICATIONS OR APPLICABLE CODES, IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD IN
WRITING PRIOR TO THE START OF CONSTRUCTION, FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUTE
ACCEPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF THE WORK AS DEFINED BY THE DRAWINGS AND IN
11
- EMG PUN SET.DWG PRIMED BY: JWOODARD 1.07.15 0 223 PM U5r SAVED BY. JWOODARD
n
SILT FENCE FABRIC TO BE FASTENED
SECURELY TO WOVEN OR WELDED WIRE
FENCE WITH THREE TIES HORIZONTALLY
SPACED AT 30" ON CENTER (TYP.)
COMPACTED BACKFILL-
fW-Ow I IIII 7SILT
I
SECURELY FASTEN OVERLAPPING ENDS OF
FENCE FABRIC TO ADJACENT STAKES WITH
THREE WIRE TIES OR OTHER FASTENERS
WOVEN OR WELDED WIRE FE!fIC114
WITH SILT FENCE FABRIC CO
WOODEN SLAT TIED TO STAKE TIE BACKS (TYP.)
WITH TWO ADDITIONAL TIES AT
INSIDE CORNERS ONLY
COMPACTED
FINISHED GRADE BACKFILL
UNDISTURBED
GROUND
z
0
N
I�Iffl - "`�LI�J
O�
ELEVATION
6" X 6" TRENCH
EXTEND WOVEN OR WELDED WIRE
A MIN. OF 6" INTO TRENCH
EMBEDDED SILT FENCE FABRIC MIN.
6" INTO GROUND W/ 6" LAID ALONG
BOTTOM OF TRENCH. SOIL SLICING IN
ACCORDANCE WITH ASTM D 6462
8.2.2 IS ALSO ACCEPTABLE.
A- A- SECTION
(FOR SLOPES LESS THAN 3:1
TIE BACK
STEEL POST
WIRE FENCE
WOODEN SLAT
SILT FENCE FABRIC
INSIDE CORNER - PLAN VIEW
48" MIN. STEEL POSTS (60" MIN. ON
SLOPES 3H:1V OR GREATER), DRIVEN
MIN. 20" INTO GROUND (MIN. 30" ON
SLOPES 3H:1V OR GREATER).
'WOVEN OR WELDED WIRE FENCE
ADJUST POST SPACING SUCH THAT
A VERTICAL WIRE IS AT POST
I IIII I I
I IIII
I IIII
I
WOVEN OR WELDED WIRE FENCE
WITH SILT FENCE FABRIC COVER
FINISHED GRADE
UNDISTURBED
GROUND
SILT FENCE
SILT FENCE
SECTION
TYPE (WIRE
BACK OR
SLICED)
SECTION
LENGTH
(FT)
DRAINAGE
AREA
(ACRES)
AVERAGE
SLOPE OF
AREA
PHASE
1
WIRE BACK
518
0.30
1%
1
2
WIRE BACK
260
0.20
4%
1
3
WIRE BACK
260
0.10
3%
1
4
WIRE BACK
200
0.40
5%
1
5
WIRE BACK
388
0.30
5%
3
6
WIRE BACK
954
0.20
5%
3
7
WIRE BACK
1135
0.30
1%
3
8
WIRE BACK
100
0.20
1%
3
9
WIRE BACK
86
0.30
1%
3
10
WIRE BACK
291
0.30
1%
3
11
WIRE BACK
444
0.40
1%
3
12
WIRE BACK
366
0.20
1%
3
13
WIRE BACK
655
0.20
1%
3
14
WIRE BACK
350
0.10
1%
3
A
WIRE BACK
TBD
TBD
TBD
1
B
WIRE BACK
TBD
TBD
TBD
2
C
WIRE BACK
TBD
TBD
TBD
2
S
WIRE BACK
446
0.30
1 1%
1
r
COMPACTED
BACKFILL
0
M
a
POSTS: STEEL T OR U TYPE.
FENCE: WOVEN OR WELDED WIRE,
14 GA., 6 "X6" MAX. MESH
OPENING
BACKS (TYP.)
6" X 6" TRENCH
EXTEND WOVEN OR
WELDED WIRE A MIN. OF
6" INTO TRENCH
EMBEDDED SILT FENCE FABRIC MIN.
6" INTO GROUND W/ 6" LAID ALONG
BOTTOM OF TRENCH. SOIL SLICING IN
ACCORDANCE WITH ASTM D 6462
8.2.2 IS ALSO ACCEPTABLE.
A- A- SECTION
(FOR SLOPES 3:1 AND GREATER)
z Z
z, zz
PADOT 2A---'
COMPACTED SUBGRADE
MIRAFI 140N
GEOTEXTILE FABRIC
FOR SEPARATION
6" CRUSHED
STONE BASE
MIRAFI 140N
GEOTEXTILE FABRIC FOR
DRAINAGE AND FILTRATION
10" MIN. DEPTH
2 " -3" CLEAN STONE
SPECIFICATIONS FOR SILT FENCE INSTALLATION
1. MATERIALS AND INSTALLATION SHALL COMPLY WITH ASTM D 6462
LATEST EDITION.
2. INSTALL SILT FENCE AT A FAIRLY LEVEL GRADE ALONG THE
CONTOUR WITH THE ENDS CURVED UPHILL TO PROVIDE SUFFICIENT
UPSTREAM STORAGE VOLUME FOR THE ANTICIPATED RUNOFF.
3. ATTACH THE GEOTEXTILE OR FABRIC TO THE WOVEN OR WELDED
WIRE FENCE WITH THREE WIRE TIES OR OTHER FASTENERS
TABLE 1 Temporary Silt Fence Material Property Requirements
JBW
LAST REVISED:
WAL -MART
COMPACT THE SOIL IMMEDIATELY NEXT TO THE SILT FENCE FABRIC
(HORIZONTALLY SPACED EVERY 30 "), ALL SPACED WITHIN THE TOP
STANDARD
8" OF THE FABRIC. ATTACH EACH TIE DIAGONALLY 45 DEGREES
JUNE 2012
DETAIL
THROUGH THE FABRIC, WITH EACH PUNCTURE AT LEAST 1"
JOB No.
VERTICALLY APART. AT EACH POST, ATTACH THE GEOTEXTILE OR
Test Method Units Silt Fence
Silt Fence
Value
FABRIC AbQ THE WOVEN OR WELDED WIRE FENCE TO THE POST
ROLLER EXERTING AT LEAST 60 POUNDS PER SO. INCH. COMPACT
AS PREVIOUSLY STATED. IN ADDITION, EACH TIE PLACED ON A
POST SHOULD BE POSITIONED TO HANG ON A POST NIPPLE WHEN
THE UPSTREAM SIDE FIRST. COMPACT EACH SIDE TWICE FOR A
TIGHTENED TO PREVENT SAGGING.
r
4.
WHEN TWO SECTIONS OF SILT FENCE FABRIC ADJOIN EACH OTHER,
TOTAL OF FOUR TRIPS.
THEY SHALL BE OVERLAPPED A MINIMUM OF 60" ACROSS TWO
POSTS, AS SHOWN.
5.
ALL SILT FENCE SHALL INCLUDE WIRE SUPPORT UNLESS THE
F
STATIC SLICING EQUIPMENT IS UTILIZED TO INSTALL THE FENCE
Machine Direction 400
550
MARV
PER DETAIL, "SILT FENCE INSTALLATION (SLICING METHOD) ".
APPLICABLE AGENCY REQUIREMENTS.
6.
WRAP APPROXIMATELY 6" OF FABRIC AROUND THE END POSTS
(90)
(90)
AND SECURE WITH 3 TIES.
EDGE OF EXISTING
CONCRETE OR
ASPHALT PAVEMENT
NOTES:
1. ALL SITE ACCESS MUST BE CONFINED TO THE CONSTRUCTION EXIT(S). BARRICADE TO PREVENT USE OF ANY
LOCATIONS OTHER THAN THE CONSTRUCTION EXIT(S) WHERE VEHICLES OR EQUIPMENT MAY ACCESS THE SITE.
2. CONTRACTOR TO LOCATE TEMPORARY CONSTRUCTION FENCING, JERSEY BARRIERS, OR BOTH ALONG THE SIDES OF THE
CONSTRUCTION EXIT TO PREVENT CONSTRUCTION TRAFFIC FROM SHORT CIRCUITING/BYPASSING THE EXIT.
3. IF THE ACTION OF VEHICLES TRAVELING OVER THE GRAVEL CONSTRUCTION EXIT(S) IS NOT SUFFICIENT TO PREVENT
TRACKING OF DIRT, DUST OR MUD, THEN TIRES MUST BE WASHED BEFORE THE VEHICLES ENTER A PUBLIC ROAD. ALL
WASH WATER MUST BE ROUTED TO A SEDIMENT TRAP OR OTHER TREATMENT AREA AND SHALL NOT BE DIRECTLY
DISCHARGED OFF -SITE.
4. LOCATIONS WHERE VEHICLES ENTER AND EXIT THE SITE MUST BE INSPECTED FOR EVIDENCE OF SEDIMENT TRACKING
BEYOND THE PERMITTED PROJECT AREA. ALL MATERIALS SPILLED, DROPPED, WASHED OR TRACKED FROM VEHICLES
ONTO ROADWAYS OR INTO STORM DRAINS MUST BE REMOVED IMMEDIATELY.
5. ANY SEDIMENT DEPOSITED ON THE ROADWAY SHALL BE SWEPT AS NECESSARY (AND WITHIN THE SAME DAY AS
DISCOVERY) AND DISPOSED OF IN AN APPROPRIATE MANNER. SEDIMENT SHALL HU BE WASHED INTO STORM SEWER
SYSTEMS.
6. EXIT(S) SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOW OF MUD BEYOND THE EXIT(S).
THIS MAY REQUIRE PERIODIC TOP DRESSING OF THE CONSTRUCTION EXIT(S) AS CONDITIONS DEMAND.
7. CONTRACTOR SHALL BE PERMITTED TO TURN THE STONE WHEN THE SURFACE BECOMES SMOOTH AND SURFACE VOIDS
ARE FILLED TO MAINTAIN EFFECTIVENESS OF CONSTRUCTION EXIT UNTIL SUCH TIME THAT VOIDS BELOW THE SURFACE
BECOME FILLED AND THE CONSTRUCTION EXIT IS NO LONGER EFFECTIVE. AT SUCH A TIME THE CONTRACTOR SHALL
REMOVE THE INEFFECTIVE STONE AND REPLACE PER DETAIL.
8. IF EXIT BMP IS STILL INEFFECTIVE, GC MUST CONTACT THE ENGINEER AND SUBMIT AN RFI AS NECESSARY.
MAINTENANCE NOTES:
1. MAINTAIN GRAVEL PAD IN A CONDITION TO PREVENT
MUD OR SEDIMENT FROM LEAVING CONSTRUCTION SITE.
THIS MAY REQUIRE PERIODIC TOPDRESSING WITH 2 -INCH
STONE.
2. AFTER EACH RAINFALL, INSPECT ANY STRUCTURE USED
TO TRAP SEDIMENT AND CLEAN IT OUT AS NECESSARY.
3. IMMEDIATELY REMOVE ALL OBJECTIONABLE MATERIALS
SPILLED, WASHED, OR TRACKED ONTO PUBLIC
ROADWAYS.
PLAN VIEW
25' MINIMUM 100' MIN.
20' 20' -►
VARIES
2X MIN. 27? MIN._
%_MIRAFI 14ON
GEOTEXTILE FABRIC FOR
DRAINAGE AND FILTRATION
10" MIN. DEPTH
2 " -3" CLEAN STONE
SECTION A -A
%-MIRAFI 140N
GEOTEXTILE FABRIC
FOR SEPARATION
6" CRUSHED
STONE BASE
NOTE TO GC: THE GOAL OF A CONSTRUCTION EXIT AND ASSOCIATED WHEEL WASH
AREAS IS TO ELIMINATE TRACK OUT. SIMPLY MANAGING TRACK OUT THROUGH
DESIGNATED OR CONTINUAL STREET SWEEPING IS NOT AN ACCEPTABLE PRACTICE.
WHILE STREET SWEEPING IS AN ACCEPTABLE PRACTICE FOR REMOVING DUST AND
MINIMAL AMOUNTS OF FINE SEDIMENT, OBSERVABLE TRACK OUT FROM THE PROJECT
SHOULD TRIGGER THE USE OF ADDITIONAL MEASURES (WHEEL WASH), CONSIDERATION OF
TRUCTION EXIT ALTERNATE EXITS, OR DISCONTINUING VEHICLE TRAFFIC UNTIL CONDITIONS ON -SITE HAVE
CN.T.S . IMPROVED. TRACK OUT IS A SEDIMENT RELEASE. ALL SEDIMENT RELEASES MUST BE
REPORTED TO THE SWCT VIA THE ONLINE CRITICAL INCIDENT REPORT.
.� .,,, V
TONE
s OR 157)
w
OUTLET PROTECTION IN SILT FENCE
N.T.S.
SOURCE BOX
BOHLER LAST REVISED:
DETAIL DECEMBER 2014
DEVELOPER /OWNER:
WAL -MART REAL ESTATE
BUSINESS TRUST
MAIL STOP 5570
2001 SE 10TH STREET
BENTONVILLE, AR
72716 -5570
479- 204 -1195
SITE OPERATOR /GENERAL CONTRACTOR:
SUPERINTENDENT:
IMPORTANT: GC MUST SIGN ALL PLAN SHEETS
AND ANY NEW PLAN SHEETS ISSUED BY THE CEC.
REVISIONS BY
DRAWN
TABLE 1 Temporary Silt Fence Material Property Requirements
JBW
7.
COMPACT THE SOIL IMMEDIATELY NEXT TO THE SILT FENCE FABRIC
KJC
DATE
Supported
Unsupported"
Type of
WITH THE FRONT WHEEL OF THE TRACTOR, SKID STEER, OR
JOB No.
NCC138020
Test Method Units Silt Fence
Silt Fence
Value
SW-12
ROLLER EXERTING AT LEAST 60 POUNDS PER SO. INCH. COMPACT
THE UPSTREAM SIDE FIRST. COMPACT EACH SIDE TWICE FOR A
r
Grab Strength ASTM D 4632 N (lbs)
TOTAL OF FOUR TRIPS.
8.
ADD POST CAPS AS NEEDED BASED ON SITE CONDITIONS AND
F
Machine Direction 400
550
MARV
APPLICABLE AGENCY REQUIREMENTS.
tW APF
(90)
(90)
X- Machine Direction 400
450
MARV
MAINTENANCE
NOTES
FLTER
(90)
(90)
1.
SILT FENCES SHALL BE INSPECTED ALONG ITS ENTIRETY AND MUST
BE CLEANED WHEN SEDIMENT HAS ACCUMULATED TO ONE -THIRD THE
Permittivity' ASTM D 4491 sec -1 0.05
0.05
MARV
HEIGHT OF THE SILT FENCE. MAINTENANCE CLEANOUT MUST BE
CONDUCTED REGULARLY TO PREVENT ACCUMULATED SEDIMENTS FROM
Apparent Opening Size' ASTM D 4751 mm 0.60
0.60
Max. ARV°
REACHING ON -THIRD THE HEIGHT OF THE SILT FENCE.
(US Sieve #) (30)
(30)
2.
ALL MATERIAL EXCAVATED FROM BEHIND SILT FENCE SHALL BE
%
STOCKPILED ON AN UPLAND PORTION OF THE SITE IF SUITABLE FOR
70% after
Ultraviolet Stability ASTM D 4355 Retained 500 h of
70% after
500 h of
Typical
REUSE.
Strength ex osure
exposure
3.
SPECIAL ATTENTION SHOULD BE PAID TO ENSURE THAT NO
_-Silt fenceouppod shall _ consis- t_- oL.IA- ag.e steel _ wir -e- -wjtb- chest- spacing -oi t5- 0- =-(6j0 ),or-prefabricated._polymer_mesh o-t-equivnlent
strength.
These default values are based on empirical evidence with a variety of sediments. For environmentally sensitive areas, a review of previous
UNDERMINING - -OF- SILT-- FENCE -- HAS -- OCCURRED - -- AND - THAT -N0- -BYPASS -
IS OCCURRING AT JOINING SECTIONS.
experience and /or site or regionally specific geotextile tests in accordance with Test Method D 5141 should be performed by
the agency to
4.
IF EXCESS SEDIMENT IS ACCUMULATING IN ANY SECTION OF SILT
confirm suitability of these requirements.
FENCE, THE CONTRACTOR SHOULD IMPLEMENT ADDITIONAL UPSTREAM
As measured in accordance with Test Method D 4632.
STABILIZATION MEASURES OR ADDITIONAL BMPS PENDING CEC
TABLE 1 TAKEN FROM ASTM D 6461-99 2 07 E BOX SEDIMENTATION /SILT
SF
FENCE WITH
WIRE BACKING
APPROVAL) TO PREVENT EXCESSIVE BUILDUP ON SILT FENCE.
N.T.S.
5.
SILT FENCES SHALL BE REPAIRED TO THEIR ORIGINAL CONDITIONS IF
LAST REVISED: WAL -MART
DAMAGED.
EDGE OF EXISTING
CONCRETE OR
ASPHALT PAVEMENT
NOTES:
1. ALL SITE ACCESS MUST BE CONFINED TO THE CONSTRUCTION EXIT(S). BARRICADE TO PREVENT USE OF ANY
LOCATIONS OTHER THAN THE CONSTRUCTION EXIT(S) WHERE VEHICLES OR EQUIPMENT MAY ACCESS THE SITE.
2. CONTRACTOR TO LOCATE TEMPORARY CONSTRUCTION FENCING, JERSEY BARRIERS, OR BOTH ALONG THE SIDES OF THE
CONSTRUCTION EXIT TO PREVENT CONSTRUCTION TRAFFIC FROM SHORT CIRCUITING/BYPASSING THE EXIT.
3. IF THE ACTION OF VEHICLES TRAVELING OVER THE GRAVEL CONSTRUCTION EXIT(S) IS NOT SUFFICIENT TO PREVENT
TRACKING OF DIRT, DUST OR MUD, THEN TIRES MUST BE WASHED BEFORE THE VEHICLES ENTER A PUBLIC ROAD. ALL
WASH WATER MUST BE ROUTED TO A SEDIMENT TRAP OR OTHER TREATMENT AREA AND SHALL NOT BE DIRECTLY
DISCHARGED OFF -SITE.
4. LOCATIONS WHERE VEHICLES ENTER AND EXIT THE SITE MUST BE INSPECTED FOR EVIDENCE OF SEDIMENT TRACKING
BEYOND THE PERMITTED PROJECT AREA. ALL MATERIALS SPILLED, DROPPED, WASHED OR TRACKED FROM VEHICLES
ONTO ROADWAYS OR INTO STORM DRAINS MUST BE REMOVED IMMEDIATELY.
5. ANY SEDIMENT DEPOSITED ON THE ROADWAY SHALL BE SWEPT AS NECESSARY (AND WITHIN THE SAME DAY AS
DISCOVERY) AND DISPOSED OF IN AN APPROPRIATE MANNER. SEDIMENT SHALL HU BE WASHED INTO STORM SEWER
SYSTEMS.
6. EXIT(S) SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOW OF MUD BEYOND THE EXIT(S).
THIS MAY REQUIRE PERIODIC TOP DRESSING OF THE CONSTRUCTION EXIT(S) AS CONDITIONS DEMAND.
7. CONTRACTOR SHALL BE PERMITTED TO TURN THE STONE WHEN THE SURFACE BECOMES SMOOTH AND SURFACE VOIDS
ARE FILLED TO MAINTAIN EFFECTIVENESS OF CONSTRUCTION EXIT UNTIL SUCH TIME THAT VOIDS BELOW THE SURFACE
BECOME FILLED AND THE CONSTRUCTION EXIT IS NO LONGER EFFECTIVE. AT SUCH A TIME THE CONTRACTOR SHALL
REMOVE THE INEFFECTIVE STONE AND REPLACE PER DETAIL.
8. IF EXIT BMP IS STILL INEFFECTIVE, GC MUST CONTACT THE ENGINEER AND SUBMIT AN RFI AS NECESSARY.
MAINTENANCE NOTES:
1. MAINTAIN GRAVEL PAD IN A CONDITION TO PREVENT
MUD OR SEDIMENT FROM LEAVING CONSTRUCTION SITE.
THIS MAY REQUIRE PERIODIC TOPDRESSING WITH 2 -INCH
STONE.
2. AFTER EACH RAINFALL, INSPECT ANY STRUCTURE USED
TO TRAP SEDIMENT AND CLEAN IT OUT AS NECESSARY.
3. IMMEDIATELY REMOVE ALL OBJECTIONABLE MATERIALS
SPILLED, WASHED, OR TRACKED ONTO PUBLIC
ROADWAYS.
PLAN VIEW
25' MINIMUM 100' MIN.
20' 20' -►
VARIES
2X MIN. 27? MIN._
%_MIRAFI 14ON
GEOTEXTILE FABRIC FOR
DRAINAGE AND FILTRATION
10" MIN. DEPTH
2 " -3" CLEAN STONE
SECTION A -A
%-MIRAFI 140N
GEOTEXTILE FABRIC
FOR SEPARATION
6" CRUSHED
STONE BASE
NOTE TO GC: THE GOAL OF A CONSTRUCTION EXIT AND ASSOCIATED WHEEL WASH
AREAS IS TO ELIMINATE TRACK OUT. SIMPLY MANAGING TRACK OUT THROUGH
DESIGNATED OR CONTINUAL STREET SWEEPING IS NOT AN ACCEPTABLE PRACTICE.
WHILE STREET SWEEPING IS AN ACCEPTABLE PRACTICE FOR REMOVING DUST AND
MINIMAL AMOUNTS OF FINE SEDIMENT, OBSERVABLE TRACK OUT FROM THE PROJECT
SHOULD TRIGGER THE USE OF ADDITIONAL MEASURES (WHEEL WASH), CONSIDERATION OF
TRUCTION EXIT ALTERNATE EXITS, OR DISCONTINUING VEHICLE TRAFFIC UNTIL CONDITIONS ON -SITE HAVE
CN.T.S . IMPROVED. TRACK OUT IS A SEDIMENT RELEASE. ALL SEDIMENT RELEASES MUST BE
REPORTED TO THE SWCT VIA THE ONLINE CRITICAL INCIDENT REPORT.
.� .,,, V
TONE
s OR 157)
w
OUTLET PROTECTION IN SILT FENCE
N.T.S.
SOURCE BOX
BOHLER LAST REVISED:
DETAIL DECEMBER 2014
DEVELOPER /OWNER:
WAL -MART REAL ESTATE
BUSINESS TRUST
MAIL STOP 5570
2001 SE 10TH STREET
BENTONVILLE, AR
72716 -5570
479- 204 -1195
SITE OPERATOR /GENERAL CONTRACTOR:
SUPERINTENDENT:
IMPORTANT: GC MUST SIGN ALL PLAN SHEETS
AND ANY NEW PLAN SHEETS ISSUED BY THE CEC.
REVISIONS BY
DRAWN
JBW
CHECKED
KJC
DATE
1/7/15
SCALE
NA
JOB No.
NCC138020
SHEET
SW-12

REVISIONS BY
DRAWN
JBW
CHECKED
KJC
DATE
1/7/15
SCALE
NA
JOB No.
NCC138020
SHEET
SW-13
H:\ 2013 \NCC138020 \DRAWINGS \PLAN SErS\NCC138020 - E&SC PLAN SEI.DWG PRNTED 8Y: JWOOM 1.07.15 0 223 PM LAST SAM 8Y: JWOODARD

0
NOTES:
1. SKIMMER OR DEWATERING BMP MUST DRAW WATER FROM THE TOP OF THE WATER COLUMN (I.E., WATER
SURFACE) PER US EPA CGP.
2. DO NOT USE RISERS WITH PERFORATED PIPE OR ANY OTHER SYSTEM /BMP THAT DRAWS WATER FROM BELOW
THE WATER SURFACE.
SKIM
S__ML
__
SOURCE BOX
LAST REVISED: WAL -MART
STANDARD
JUNE 2013 DETAIL
NOTES:
1. SUBSTANCES THAT HAVE THE POTENTIAL FOR POLLUTING SURFACE AND /OR GROUNDWATER MUST BE
CONTROLLED BY ANY MEANS NECESSARY TO ENSURE THAT THOSE DO NOT DISCHARGE FROM THE SITE. IN
THIS REGARD, POTENTIALLY POLLUTING SUBSTANCES SHALL BE STORED AND HANDLED IN A MANNER
CONSISTENT WITH THE RISK OF IMPACT THOSE REPRESENT, AND ACCORDING WITH THE REGULATIONS.
2. NO SOLID MATERIALS, INCLUDING BUILDING MATERIALS, ARE ALLOWED TO BE DISCHARGED FROM THE SITE WITH
STORMWATER. ALL SOLID WASTE, INCLUDING DISPOSABLE MATERIALS INCIDENTAL TO THE CONSTRUCTION
ACTIVITIES, MUST BE COLLECTED AND PLACED IN CONTAINERS. RUBBISH, TRASH, GARBAGE, LITTER, OR
OTHER SUCH MATERIALS SHALL BE DEPOSITED INTO SEALED CONTAINERS. MATERIALS SHALL BE PREVENTED
FROM LEAVING THE PREMISES THROUGH THE ACTION OF WIND OR STORMWATER DISCHARGE INTO DRAINAGE
DITCHES OR WATERS OF THE STATE. THE CONTAINERS SHALL BE HAULED AWAY FROM THE SITE AND
EMPTIED WHEN THOSE BECOME 95% FULL, OR AS NECESSARY, BY A CERTIFIED TRASH DISPOSAL SERVICE.
LIDS OR COVERS FOR THE CONTAINERS SHALL BE PROVIDED FOR USE DURING RAIN EVENTS TO PREVENT
WASTE CONTACT WITH STORMWATER. WASTES THAT CANNOT BE STORED IN A CONTAINER MUST BE STORED
UNDER COVER OR INDOORS. THE LOCATION OF SOLID WASTE RECEPTACLES SHALL BE SHOWN ON THE SITE
MAPS.
SOLID WASTE DISPOSAL
SWD
SOURCE BOX
LAST REVISED: WAL -MART
STANDARD
JUNE 2013 DETAIL
NOTES:
1. CONTRACTOR SHALL PROVIDE DESIGNATED LOCATION FOR SORTING AND SEPARATING HAZARDOUS WASTES.
2. HAZARDOUS WASTE STORAGE MUST BE PROTECTED FROM WEATHER ELEMENTS AND HAVE RESTRICTED
ACCESS.
3. HAZARDOUS WASTE STORAGE MUST COMPLY WITH LOCAL, STATE, AND FEDERAL REGULATIONS.
4. HAZARDOUS WASTE STORAGE MUST COMPLY WITH CONTRACT DOCUMENTS.
HAZARDOUS WASTE DISPOSAL
SOURCE BOX
LAST REVISED: WAL -MART
STANDARD
JUNE 2013 DETAIL
NOTES:
1. ALL PERSONNEL INVOLVED WITH CONSTRUCTION ACTIVITIES MUST COMPLY WITH STATE AND LOCAL SANITARY
^OR- SEPTIC -- SYSTEM- REGUL- ;TI-OI\tSTPORTABLE TOILETS -MUS- -BE- LOCATED -AT- LEAST -3O -- FEET - FROM " - INLETS;
CHANNELS, SWALES, OR PERMITTED LIMITS OF DISTURBANCE, AND MUST BE LOCATED AT LEAST 50 FEET
FROM WATERS OF THE STATE, OR WATERS OF THE U.S.. PORTABLE TOILETS MUST BE SECURELY ANCHORED
AND /OR TIED DOWN. SECONDARY CONTAINMENT SHALL BE PROVIDED AND FULL CAPACITY SHALL BE
RESTORED IMMEDIATELY UPON DISCOVERY OF ITS DIMINISHMENT. THE LOCATION OF SANITARY FACILITIES
SHALL BE SHOWN ON THE SITE MAPS.
SANITARY FAC ILITIES
SAF
SOURCE BOX
LAST REVISED: WAL -MART
STANDARD
JUNE 2013 DETAIL
n:�zuio�nw i,wuzu�unnmm a�ruvr xu�nw �,wu�u - e r a 1.0 rnm¢u 01: OWLYM i.ui.w v ria rM wi anveu UT: aewuwa
n
NOTES:
J 4 N lei N Fil :Plm
1. VERIFY WITH CEC WHICH DISCHARGES FROM DEWATERING ACTIVITIES ARE ALLOWED OR ARE NOT ALLOWED
NON - STORMWATER DISCHARGES UNDER THE GENERAL PERMIT AND OTHER REGULATIONS. OBTAIN ALL
DEWATERING PERMITS AND AUTHORIZATIONS REQUIRED BY STATE AND LOCAL REGULATIONS. SEE THE REQUIRED
DEWATERING PERMITS AND AUTHORIZATIONS TABLE BELOW. GC MUST COMPLETE COLUMNS 3 AND 4.
2. GC MUST WAIT TO HAVE WRITTEN COPY OF ALL REQUIRED DEWATERING PERMITS AND AUTHORIZATIONS BEFORE
PERFORMING DEWATERING ACTIVITIES.
3. DISCHARGES FROM DEWATERING OPERATIONS MUST BE DIRECTED THROUGH AN APPROPRIATE POLLUTION
PREVENTION /TREATMENT SYSTEM OF CONTROL MEASURES, SUCH AS A SEDIMENT /FILTER BAG, SEDIMENT TRAP OR
SEDIMENT BASIN, AND OTHERS, AS NEEDED, PRIOR TO BEING DISCHARGED FROM THE SITE OR INTO A WATER
BODY OF THE STATE. UNDER NO CIRCUMSTANCES ARE DISCHARGES FROM DEWATERING OPERATIONS TO BE
DISCHARGED DIRECTLY INTO SANITARY SEWER SYSTEMS, STREAMS, RIVERS, LAKES OR OTHER AREAS BEYOND THE
PERMITTED PROJECT AREA. LIKEWISE, DISCHARGES INTO STORM SEWER SYSTEMS THAT DO NOT DRAIN TO A
SUITABLE ON -SITE TREATMENT FACILITY, SUCH AS A BASIN, ARE ALSO PROHIBITED. DISCHARGES FROM
DEWATERING OPERATIONS MUST ALSO BE CONDUCTED IN A MANNER SUFFICIENT TO PREVENT EROSION FROM THE
DISCHARGE RUNOFF.
4. IN SEDIMENT TRAP OR BASIN OR POND DEWATERING OPERATIONS, WATER MUST ONLY BE REMOVED FROM THE
SURFACE OF THE CONTAINED WATER. A SKIMMER OR SIMILAR FLOATING DEVICE MUST BE USED, TO ONLY
REMOVE THE WATER AT THE SURFACE.
5. DO NOT DISCHARGE ON A SLOPE GREATER THAN THREE PERCENT NOR WITHIN 20 FEET OF A SURFACE WATER
BODY.
6. DEWATERING SHALL NOT OCCUR DURING OR IMMEDIATELY AFTER PRECIPITATION EVENTS, BUT EXCEPTIONS SHALL
BE EVALUATED ON CASE BY CASE BASIS. CONTACT THE CEC AND RECEIVE WRITTEN APPROVAL.
REQUIRED DEWATERING PERMITS AND AUTHORIZATIONS
1
2
3
4
KJC
DATE PERMIT WAS
GOVERNING AGENCY
PERMIT NAME /TYPE
PERMIT NO.
ISSUED BY AGENCY
NA
(GC TO COMPLETE)
(GC TO COMPLETE)
DEWATERING
NCC 138020
SHEET
ACTIVITEIS IN THIS
SW-14
PROJECT ARE
RESTRICTED UNDER
THE NPDES
AUTHORIZATION AND
THE CONDITIONS OF
THE CONSTRUCTION
GENERAL PERMIT
DEWATERING DEWATERING ACTIVITIES IN THIS PROJECT
DW ARE RESTRICTED UNDER THE NPDES
AUTHORIZATION AND THE CONDITIONS OF
THE CONSTRUCTION GENERAL PERMIT
SOURCE BOX
LAST REVISED: WAL -MART
STANDARD
JUNE 2012 DETAIL
9i111*3
1. MATERIAL STORAGE AREAS SHOULD BE LOCATED, WHEN POSSIBLE, TO MINIMIZE EXPOSURE TO WEATHER.
INSPECTIONS SHALL EVALUATE DISTURBED AREAS AND AREAS USED FOR STORING MATERIALS THAT ARE
EXPOSED TO RAINFALL FOR EVIDENCE OF, OR THE POTENTIAL FOR, POLLUTANTS ENTERING THE DRAINAGE
SYSTEM OR DISCHARGING FROM THE SITE. IF NECESSARY, THE MATERIALS MUST BE COVERED OR ORIGINAL
COVERS MUST BE REPAIRED OR SUPPLEMENTED. ALSO, PROTECTIVE BERMS MUST BE CONSTRUCTED, IF
NEEDED, TO CONTAIN RUNOFF FROM MATERIAL STORAGE AREAS. GC SHALL ADHERE TO ALL STATE AND
LOCAL REGULATIONS PERTAINING TO MATERIAL STORAGE AREAS.
2. CHEMICALS, PAINTS, SOLVENTS, FERTILIZERS, AND OTHER TOXIC MATERIALS MUST BE STORED IN WATERPROOF
CONTAINERS. EXCEPT DURING APPLICATION, THE CONTAINERS AND THE CONTENTS MUST BE KEPT IN TRUCKS
OR INSIDE OF STORAGE FACILITIES. RUNOFF CONTAINING SUCH MATERIAL MUST BE COLLECTED, REMOVED
FROM THE SITE, TREATED, AND DISPOSED OF AT AN APPROVED SOLID WASTE AND CHEMICAL DISPOSAL
FACILITY.
MATERIAL LAYDOWN
AND STORAGE AREA
1 LS
SOURCE BOX
LAST REVISED: WAL -MART
JUNE 2013 2013 DETAIL
NOTES:
1. CONCRETE WASTE MANAGEMENT PERTAINS TO WASTE FROM CONCRETE READY -MIX TRUCKS, MASONRY
OPERATIONS, AND SIMILAR WASTE.
2. DISCHARGE OF EXCESS OR WASTE CONCRETE AND /OR WASH WATER FROM CONCRETE TRUCKS IS ALLOWED
AT THE CONSTRUCTION SITE. ONLY COMMERCIALLY AVAILABLE ABOVE GROUND PORTABLE CONCRETE
WASHOUT CONTAINERS ARE ALLOWED AND MUST BE PROTECTED FROM VEHICLE TRAFFIC AND CLEARLY
IDENTIFIED BY LEGIBLE SIGNAGE, AND MUST BE LOCATED OUTSIDE OF VEGETATED BUFFERS AND AS FAR AS
PRACTICABLE FROM STORMWATER CONVEYANCES AND IMPOUNDMENTS AND WATER BODIES. PORTABLE
CONCRETE WASHOUT CONTAINERS SHALL CONTAIN AND /OR ACTIVELY MANAGE BOTH, SOLID AND FLUID,
COMPONENTS OF THE MIX, CONCRETE WASHOUT CONTAINERS MUST BE CLEANED OR EXCHANGED WHEN THE
REMAINING VOLUME IS REDUCED BY 85% TO PREVENT ANY POTENTIAL OVERFLOW IN A STORM EVENT.
3. ALTERNATIVELY, WASTE CONCRETE CAN BE PLACED INTO FORMS TO MAKE RIP RAP AND /OR OTHER USEFUL
CONCRETE PRODUCTS. PORTABLE CONCRETE WASHOUT CONTAINERS SHALL BE DISPOSED IN ACCORDANCE
WITH APPLICABLE LOCAL, STATE AND FEDERAL REGULATIONS. THE GC IS RESPONSIBLE FOR ASSURING THAT
THESE PROCEDURES, APPLICABLE LAWS, AND ENVIRONMENTAL REGULATIONS ARE FOLLOWED. THE LOCATION
OF CONCRETE WASHOUT CONTAINERS SHALL BE SHOWN ON THE SITE MAPS.
CEMENT AND CONCRETE WASHOUT
NOTES:
1. ALL ON -SITE TOPSOIL MUST BE PRESERVED FOR REUSE ON THE SITE DURING REVEGETATION, UNLESS IT IS
INFEASIBLE OR UNREASONABLE TO DO SO. (NOTE: TOPSOIL STOCKPILING ON -SITE MAY BE INFEASIBLE IF SPACE
IS NOT AVAILABLE ON -SITE FOR TOPSOIL STOCKPILING OR IF LITTLE TO NO VEGETATION IS TO REMAIN UNDER
POST- CONSTRUCTION CONDITIONS. STOCKPILING OF TOPSOIL AT AN OFF -SITE LOCATION OR TRANSFER OF
TOPSOIL TO OTHER LOCATIONS MAY ALSO BE ACCEPTABLE BUT MUST BE AUTHORIZED BY THE CEC).
2. ALL SOIL STOCKPILES MUST BE STABILIZED TO PREVENT EROSION AND FUGITIVE DUST. THE SURFACE OF THE
STOCKPILE MUST BE PROPERLY PROTECTED TO ELIMINATE THE RISK OF EROSION. SEE TEMPORARY SEEDING OR
STABILIZATION DETAIL. SUITABLE ALTERNATIVE MEANS OF STABILIZATION CAN BE USED, SUCH AS PROPERLY
ANCHORED PLASTIC TARPS.
3. PERIMETER SEDIMENT CONTROLS ALSO MUST BE INSTALLED AT STOCKPILE LOCATIONS TO PREVENT CONTACT WITH
STORMWATER, INCLUDING RUN -ON.
4. STOCKPILES MUST BE LOCATED OUTSIDE OF ANY VEGETATED BUFFER AREAS AND SHOULD BE LOCATED AS FAR
AS PRACTICABLE FROM STORMWATER CONVEYANCES AND IMPOUNDMENTS AND WATER BODIES.
5. STOCKPILE LOCATIONS SHALL BE NOTED ON THE SITE MAPS.
SOURCE BOX
LAST REVISED: WAL -MART STOCKPILES
SP
STANDARD
JUNE 2012 DETAIL
NOTES:
1. LARGE AREAS OF SOIL THAT ARE DENUDED OF VEGETATION AND HAVE NO PROTECTION FROM PARTICLES BEING
PICKED UP AND CARRIED BY WIND SHOULD BE PROTECTED WITH A TEMPORARY COVER OR KEPT UNDER CONTROL
WITH WATER OR OTHER SOIL ADHERING PRODUCTS TO PREVENT SOIL PARTICLES FROM BECOMING AIRBORNE, AND
FROM EXITING THE SITE PERIMETER.
2. WATER TRUCKS OR OTHER DUST CONTROL AGENTS SHALL BE USED AS NEEDED DURING CONSTRUCTION TO
MINIMIZE DUST GENERATED ON THE SITE. TACKIFIERS MAY BE USED TO HOLD SOIL IN PLACE AND PREVENT
DUST. MANUFACTURER RECOMMENDATIONS FOR APPLICATION LOCATIONS AND RATES MUST BE USED FOR DUST
CONTROL APPLICATIONS. ONLY SWPPP- SPECIFIED TACKIFIERS MAY BE USED ON THE PROJECT SITE; ANY
CHEMICAL APPLICATION NOT INCLUDED IN THE SWPPP MUST BE APPROVED, IN WRITING, BY THE CEC.
3. DUST CONTROL MUST BE PROVIDED BY THE GC TO A DEGREE THAT IS IN COMPLIANCE WITH APPLICABLE
FEDERAL, LOCAL AND STATE DUST CONTROL REGULATIONS.
4. THE USE OF MOTOR OILS AND OTHER PETROLEUM BASED OR TOXIC LIQUIDS FOR DUST SUPPRESSION OPERATIONS
IS PROHIBITED.
5. IN ADDITION TO BMPS, GC SHALL PERFORM PER PRACTICES AND PROCEDURES WHICH MINIMIZE AND PREVENT
AIRBORNE DUST OR OTHER PARTICLES FROM OCCURRING.
LAST REVISED: WAL -MART DUST CONTROL
STANDARD Dc
JUNE 2012 DETAIL
NOTES:
1. THE GC SHALL IDENTIFY MASONS' AREA WITH LEGIBLE SIGNAGE ON THE SITE. TO THE EXTENT PRACTICAL,
ALL MASONRY TOOLS, MATERIAL, INCLUDING SAND AND SACKED CEMENT AND /OR MORTAR MATERIALS, MIX,
AND EQUIPMENT SHALL BE LOCATED WITHIN THE AREA IDENTIFIED. MATERIALS VULNERABLE TO WEATHER
ELEMENTS SHALL BE STORED IN CONTAINERS AT THE END OF EACH WORK DAY; SUCH MATERIALS SHALL
REMAIN STORED IN CONTAINERS WHEN NOT IN USE.
2. RUNOFF CONTROL, SUCH AS DIVERSION BERMS, SILT FENCE, SILT DIKE, OR OTHER MEANS OF CONTAINMENT
SHALL BE PROVIDED TO PREVENT THE MIGRATION OF STORMWATER POLLUTANTS FROM THE MASONS' AREA.
COVERED RECEPTACLES FOR DEBRIS AND TRASH DISPOSAL SHALL ALSO BE PROVIDED.
3, THE MASONS' AREA SHALL MEET OSHA AND OTHER REGULATORY REQUIREMENTS FOR PERSONAL PROTECTIVE
EQUIPMENT (PPE), FIRE EXTINGUISHERS, ETC. GC SHALL PROVIDE SCREENING OR OTHER TECHNOLOGIES FOR
MASONS' AREA TO PREVENT AIRBORNE TRANSPORT OF CEMENT DUST AND OTHER PARTICULATES DUE TO
HIGH SPEED WIND OR OTHER CONDITIONS. THE LOCATION OF THE MASONS' AREA SHALL BE SHOWN ON THE
SITE MAPS.
MASONS' AREA
MA
SOURCE BOX
LAST REVISED: WAL -MART
STANDARD
JUNE 2013 DETAIL
1. THE GC SHALL IDENTIFY FUELING AREAS WITH LEGIBLE SIGNAGE ON THE SITE. TEMPORARY ON -SITE FUEL
TANKS FOR CONSTRUCTION VEHICLES SHALL MEET ALL LOCAL, STATE AND FEDERAL REGULATIONS. ALL
TANKS, SINGLE AND DOUBLE WALLED, SHALL BE PROVIDED WITH SECONDARY CONTAINMENT (THAT IS
CONTAINMENT EXTERNAL TO AND SEPARATE FROM PRIMARY CONTAINMENT). TANKS SHALL HAVE APPROVED
SPILL CONTAINMENT WITH THE CAPACITY REQUIRED BY THE APPLICABLE REGULATIONS. SECONDARY
CONTAINMENT SHALL BE CONSTRUCTED OF MATERIALS OF SUFFICIENT THICKNESS, DENSITY, AND
COMPOSITION SO AS NOT TO BE STRUCTURALLY WEAKENED AS A RESULT OF CONTACT WITH THE FUEL
STORED AND CAPABLE OF CONTAINING DISCHARGED FUEL FOR A PERIOD OF TIME EQUAL TO OR LONGER
THAN THE MAXIMUM ANTICIPATED TIME SUFFICIENT TO ALLOW RECOVERY OF DISCHARGED FUEL. IT SHALL
BE CAPABLE OF CONTAINING 110% OF THE VOLUME OF THE PRIMARY TANK IF A SINGLE TANK IS USED, OR
IN THE CASE OF MULTIPLE TANKS, 150% OF THE LARGEST TANK OR 110% OF THE AGGREGATE, WHICHEVER
IS LARGER.
2. THE TANKS SHALL BE IN SOUND CONDITION, FREE OF RUST OR OTHER DAMAGE WHICH MIGHT COMPROMISE
CONTAINMENT. FUEL STORAGE AREAS SHALL MEET ALL EPA, OSHA AND OTHER REGULATORY REQUIREMENTS
FOR SIGNAGE, FIRE EXTINGUISHERS, ETC. HOSES, VALVES, FITTINGS, CAPS, FILLER NOZZLES, AND
ASSOCIATED HARDWARE SHALL BE MAINTAINED IN PROPER WORKING CONDITION AT ALL TIMES. TANKS
SHALL BE LOCATED TO MINIMIZE EXPOSURE TO WEATHER AND SURFACE WATER DRAINAGE FEATURES. THE
LOCATION OF FUEL TANKS SHALL BE SHOWN ON THE SITE MAPS.
3. A SPILL PREVENTION, CONTROL AND COUNTERMEASURE (SPCC) PLAN MUST BE DEVELOPED IF ABOVEGROUND
OIL STORAGE CAPACITY AT THE CONSTRUCTION SITE EXCEEDS 1,320 GALLONS OR AS SPECIFIED BY STATE.
4. CONTAINERS WITH A STORAGE CAPACITY OF 55- GALLONS OR LESS ARE NOT INCLUDED WHEN CALCULATING
SITE STORAGE CAPACITY. THE GC SHALL WORK WITH THE CEC TO DEVELOP AND IMPLEMENT A SPCC PLAN
IN ACCORDANCE WITH THE OIL POLLUTION PREVENTION REGULATION AT TITLE 40 OF THE CODE OF FEDERAL
REGULATIONS, PART 112, (40 CFR 112).
FUEL AND PETROLEUM
SOURCE BOX STORAGE AND U S E
FPSU
LAST REVISED: WAL -MART
STANDARD
JUNE 2013 DETAIL SOURCE BOX
LAST REVISED: WAL -MART
STANDARD
JUNE 2013 DETAIL
0
NOTES:
1. USING WATER FROM BASINS, TRAPS, TANKS, OR OTHER WATER CONTAINMENT AREAS FOR IRRIGATION MINIMIZES
DISCHARGES FROM THE SITE, AND IT MAY SATISFY OTHER NEEDS OF THE CONSTRUCTION PROJECT, SUCH AS
DUST CONTROL, VEGETATIVE ESTABLISHMENT, ETC.
2. CARE SHOULD BE TAKEN THAT WATER UTILIZED FROM CONTAINMENT AREAS ON -SITE FOR CONSTRUCTION
PURPOSES DOES NOT DISCHARGE OFF -SITE. IF DISCHARGE IS ANTICIPATED OR OBSERVED, DEWATERING
PROCEDURES STATED IN THE DEWATERING DETAIL MUST BE FOLLOWED.
3. GC SHALL IMPLEMENT IRRIGATION OR DISPERSION AS PRACTICABLE TO REDUCE WATER VOLUME IN IMPOUNDMENTS
AND TO FOSTER VEGETATION GROWTH.
IRRIGATION OR DISPERSION
ID
SOURCE BOX
LAST REVISED: WAL -MART
STANDARD
JUNE 2012 DETAIL
NOTES:
1. STORM DRAIN INLET PROTECTION MEASURES SHALL PREVENT SOIL AND DEBRIS FROM ENTERING STORM DRAIN
INLETS.
2. TEMPORARY CONTROLS SHALL BE CONSTRUCTED BEFORE THE SURROUNDING AREA IS DISTURBED.
3. TO PREVENT CLOGGING, STORM DRAIN CONTROL STRUCTURES MUST BE MAINTAINED FREQUENTLY.
4. CHECK ALL TEMPORARY CONTROL MEASURES DAILY, AND AFTER EACH STORM EVENT.
5. CONTROL MEASURES MUST BE BUILT PER DETAIL AND PLANS, AND MUST BE IN GOOD WORKING CONDITION
AT ALL TIMES.
INLET PROTEC TION
IP
SOURCE BOX
LAST REVISED: WAL -MART
STANDARD
JUNE 2013 DETAIL
NOTES:
1. THE TEMPORARY PARKING AND STORAGE AREA SHALL BE KEPT IN GOOD CONDITION (SUITABLE FOR PARKING
AND STORAGE). THIS MAY REQUIRE PERIODIC TOP DRESSING OF THE TEMPORARY PARKING AREA AS
CONDITIONS DEMAND.
TEMPORARY PARKING
TP
SOURCE BOX
LAST REVISED: WAL -MART
STANDARD
JUNE 2013 DETAIL
NOTES:
1. THE GC SHALL DESIGNATE AREAS ON THE SITE MAPS FOR EQUIPMENT CLEANING, MAINTENANCE, AND
REPAIR. THE GC AND SUBCONTRACTORS SHALL UTILIZE SUCH DESIGNATED AREAS. CLEANING,
MAINTENANCE, AND REPAIR AREAS SHALL BE PROTECTED BY A TEMPORARY PERIMETER BERM, SHALL NOT
OCCUR WITHIN 150 FEET OF ANY WATERWAY, WATER BODY OR WETLAND, AND SHALL OCCUR IN AREAS
LOCATED AS FAR AS PRACTICAL FROM STORM SEWER INLETS. DRIP PANS SHALL BE USED FOR VEHICLE
MAINTENANCE ACTIVITIES AND RESULTANT WASTES SHALL BE DISPOSED OF IN ACCORDANCE WITH THE
HAZARDOUS MATERIAL MANAGEMENT AND SPILL REPORTING PLAN NOTES INCLUDED ON THIS PLAN SHEET.
2. USE OF DETERGENTS FOR LARGE SCALE WASHING IS PROHIBITED (FOR EXAMPLE, WASHING VEHICLES,
BUILDINGS, PAVEMENT SURFACES, ETC.). ALL WASH WATER SHALL BE DETAINED AND PROPERLY TREATED
OR DISPOSED.
EQUIPMENT AND VEHICLE
Em) CLEANING AND MAINTENANCE AREAS
�imiA
SOURCE BOX
LAST REVISED: WAL -MART
STANDARD
JUNE 2013 DETAIL
NOTES:
1. PROVIDE WASH STATION IN A LOCATION PROTECTED FROM WEATHER ELEMENTS.
2. COLLECT ALL USED WASH WATER AND DISPOSE OF IT PROPERLY.
3. PROVIDE ADEQUATE SUPPLY OF WATER AND ANY OTHER SUPPLIES TO ENSURE PROPER OPERATION OF WASH
STATION WHEN NEEDED.
PAINT AND STUCCO WASHOUT
LAST REVISED: WAL -MART
STANDARD
JUNE 2013 DETAIL
DEVELOPER /OWNER:
WAL -MART REAL ESTATE
BUSINESS TRUST
MAIL STOP 5570
2001 SE 10TH STREET
BENTONVILLE, AR
72716 -5570
479 - 204 -1195
SITE OPERATOR /GENERAL CONTRACTOR:
SUPERINTENDENT:
IMPORTANT: GC MUST SIGN ALL PLAN SHEETS
AND ANY NEW PLAN SHEETS ISSUED BY THE CEC.
REVISIONS BY
urcHvvN
JBW
CHECKED
KJC
DATE
1/7/15
SCALE
NA
JOB No.
NCC 138020
SHEET
SW-14

IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THIS PROJECT
WORK SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIVE TO
THE SPECIFICATIONS OR APPLICABLE CODES, IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD IN
WRITING PRIOR TO THE START OF CONSTRUCTION. FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUTE
ACCEPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF THE WORK AS DEFINED BY THE DRAWINGS AND IN
DEJMC),LI° Ikf)N/ 1xD%._1E.M®VAS
LEGEND
DEMOLITION /REMOVAL NOTE
TYPICAL NOTE TEXT
CHECKED
EASEMENT
LINE
_---------- ---- --
CONCRETE CURB &
GUTTER
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♦-
UTILITY
POLE
X --- X-- - -X - --
FENCE
- .---------- - - - - --
ASPHALT
�vvvvvvvvvvvvvvvvY�
TREES
___v___
TYPICAL
SIGN
TC 5164 OR 516.4
SPOT
ELEVATIONS
------- OH- - - - - -_
OVERHEAD
WIRE
STORM
SEWER
���
(%`�i)
SANITARY
MANHOLE
wm
®
WATER
METER
11 1rd ;i ;. y°;.°, E
LIMIT OF
: DISTURBANCE
CUT PATCH AREA
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SAW CUT LINE
(7BR)
TO BE REMOVED
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\w r - ..._____ -.__._ _ «,_ »,...__- .._....,. _____ ,_,_._...... -.._ ---.. _. ` %r] ,.^ ,° \ ', r ! 7 S 'Y+ff4d6..,lls `.._` _ ...Q_.- ....._._ ............. �� � r d / (� S V 4r
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a _ __ -_____ _ �:- _ <Jr' ____ __ r r \r WsT -. " = Bµ / % *109530 f r \, RfM= 1100.27
_ _ -�"",,.~ ,- .... -.- ,. °''!_ 9 _._ .._-. _.__. I" .- fm \ +6^f !�i-j `h`rr'^'r', J / t
_ ___ °Jt - _ _ _ ____ _ _ �__ / NO ACCESS
/ . ____ _ __ _ ___ _ r /
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_______ -_ '� __ - - ________ _____________________ _ 1085 ,/`, °''" '� - __ - �" „-._ __ _ _Y ___r__ - -- ------- _ - - - -- - __ __ / ,/ r UPfLP N0
TC109 _______ _ ` _ __ - _ _________________ --------------- - _____ _ _ -- _ ___" - ___________ ^�g}p �* ___ _
_ -_,. __ _ _ _ -r,&�- __ r/ ,_ r ______ _ °_ -'`� __ 409 - "~ _ -IL 97.3_ �t / /
G 1093.42 __ _ `� __ - _ -- - -- -_ yd,� - }(�Q - _______
^`, M1 .___. -_ »... _. -..-. .\1 `"^^-° s.,,,,.� ...- Y_.. ".... - _. " ".._,- _...- ...... _. ''.'^- .,_. -..... ,,,-,t •• ._.... -.--.. _.._._ _ , y ``UU , • " ___ r'^'." ° I' - .--1V ✓5 ..... _ 4 _CA6}. _._ -... �. ±..- - -�+j,r - -^'- __.....- -__° _'.- _.......-.-- -- "-.--^- -...._'\ \ I / J d
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_ ___ - `"- ---,I
\ _ -_ Ny _ ^ _ __ l -^- �' _ x98 _ r "/ v° ''� -__ -- __ ____^ - -_ _ _ _ - _ __________ ____ 17x17 SH \ / / /f/ /1 / ' 7
- - -- '``\ - ` ----- -__ -1.09i 111 -M - -- - - - - - -- �` 089ta, 3� J/ -.-- ° " ° ~ ~�~ __ ._,_.-. /`" ---------,--
15.5X,16.5' SHE \\ IR% / i f, rl r
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I -- `,, ,,\ `^-� .r��.. . ___ -__ -._ ..--- ___" ____- _ ___ ______________ ___ O( - -''r- ` ,../' _ { '' " "` b`,-/s'&' -` �_ ,_"...... R "t,J. 1;6'c5'`µ" __________ ~•,,` G G d / 7 N / #
s � 1 �~ -1091 'i r-- �p _w "10� .-- -- -- � - -- 61 ~ _ - - -_ ` \\ _ `, , � t t'J if � �
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- r 1M'r h '
\~ \` � ______.. / `1092 '"r,r ''` "/ ------ HAW G ``� € , 1 F
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" -'
`\ \ ° - -- '- � \ ` 1093 A_-,%;.,_, ^ J ",° °r / "1_/1 `-° ______ _______ ___ %1f�/ ----- ~- ---"' � _� 't - li'�/ / \ �
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- h\ - 109867 ~ *1�. W r' / r �. l __ - _ ______ -_ J - __ / `mod
I \ / I'-,'
/ �� '' 1105.01 /
/ _ ^ T `�' ~, - --- 1095 `\ ---' rrr d / ° / °• --- __-- x11052 ," ^_ -- -- _ _ ' - '` - 10 J� J`O
~° \ \ --low-ti- ''" __ d rd' ,,/ r'rr''` ^ s 1105 __•-- �Y�vvvvvY�__\- - - --_ 11{16` -" -1106,44 � / R� QF
__` \\ \ "
I o `\ ` ` ~~ l J __ `____ __1096- _ " .'' "// "r °1T r °' " /rY JYYYYYYY.r ___ %_ -�t v 1fi7 V J _----------- -_ »__^ - __ J F
r°Qf \,t %•jam, ,,% "-,.^ -- -..'_. '."^- 4\ _..• x�i)9 6L7` .. r ' YYVr _S' o YYxN�YY� " -, ..._ y� ,�V 7nu- rG1{dE ,tt ' .. .\ M1D M1 y/y t� a ® (1�
�`h ,, \\ ♦\ "\„ �` - ____"" •••�'� ` __ \ ~- Y `-- _"'____ 1097-�'�vYYYwe% YyY��!YYY�;_r- --� - JC: -- -,:"=X s `%\ - -- - -- X - -- i / \ - -- re's- _ __- _ \t �l UP/L.P+Z7`,� Q'l
It, `` \ , _ -- - - -' - - - _W `4Tm __ -109 - - -- , X p - r,r ° , r�, - - - -' ___ -- ` �_ _ - - ^- 4 1 M = X , _, / Z 11 It, TC 1104.56 �� ____ __ _ a %�`- /�� r�A :At,.r.hnx�%� , / -- ��„n/'- �n�i.h ."�-nr1 ,�:-• ;ice ^,.;ti;�t N .tcT,n�i.r/ 10- -99 `.37X60_SHED {vvv I
,�` _f �-^ ' ^ •�n.=•cinni. - - -- _ / (N� - 18 I E 110752
c" `, --__ � ..hhx1099'\..�/•. V / ' WELN tT/BR F1r''F -___ V -`�`' - � `'_ \\ a--- ______. f'i �t
G 1104.12 ' __ »____ __ -_ ''� ' ° " °f r °ref "'`r "r� p �/
\ `� �/r- 0 - °. / *t 108.40 f d v >1109. a, i I / D w ,
11 - -- ___ ________r -- _" a� 110 _ / _; r ` .A <`� 1107.81 / , -,- \ / UP /LP NO/#
4�J .✓� "� ,� r' 1101 / - "__2�?5'X5¢~4 1 -STO , \t "° `" _`'YY ,r 1 / ,/ ; I I/ - -
_ ___ '` - _ __- ' ", J 1142 "` ^x11td22° FRAME B NG M ,, G �` ) _ _ -' .yam / i
�\~ 1 4.06 V w _ _ 110 f` ° °° rr ,d' ,/ 1 10' -- (7bR %d'r� K /`` -- � ?'- __/ �- ^ / / R / i ,
`\ �h- `_ ^______ -- -- /"" x114 `° " J ' PROPANE 11.2--- __- __ --•, -- / ; ,
``° " °- -- ,r' '"� 'rd / -` _ E GRAVEL OR/VlWAY V u r' ' I l
` 4 °'
r \, - - -1 J0J2?'4'___- ^- _ - - - -_- ` \l rir ..114 , r'� P ', - 1_r' ° I#fiANK(/ t `� J � v Jf 11.43 \ 15" RC f / / t / X `
` ______ '`,l r 114 - - 1109.65 V �\ ` />� _ I - -' r, `1 'X111 72
.�I",! \ � --_ - 1105 - *1 "- - � ___ __--- � `h _____ ______ ^ _____ \ \` 17' "° ---I- 1 � r / � __- % ".3 L � ` -T -�- -T- K ,,. aNC�= 1108.64 / / �/�y
\, �~ "� __
\'`` _____ ________ ^_ _ _ �, ,r' 1 5 114 ^� / \t _ " r "'' %17A f J �� ~p`' `'1111.2 °/ !ia/
I IN
/ _ f _________ ______ _____� 1i �` / I; �` % t I G INLET
- `,I` __" __ __ __________________ ____ __ _________________ ��/ 1I- ,114 ^~ ° / -_ �"` `, / 1 /I rfk / / +i R/M 111247
' �, *110665 _____________ \ \\' -a~ 49' - °- `� _ _ *111206 'qs, ~` ` t /s', I tNV 110717 11 ` - _______________ ____________ ' ' !, r- /' °___________ ^_ - - -- 115' ���, } I � / #' SAN MH APPROX.
4 r .1 �dL + I / j X 112.2,3 RIM = 1112.80
`�` _____ ____________ ,, 111 -__ - -7 rHY�� i //\ ' , X 195 L.f 6' V 10712 RIGHT OF WAY
`" J , !N A 1
�- /" ~^ / `f /s �. *1110.19 r° i �� ' / '\ l/ rr I lr , C� SAN MH S4N 0239
co `,`'`', 107.25 ________ _ ______ ______ - - - - - -_ _S _ --- -t 1 �0 / _ ^ ^ __1114 -__ \ I 4Y�UP 17A33 i I' I It i R /M= 1111.90 tN#� B= J105.b5 121.7 L.z 6 "-} s
TC 110 6 '/'C ____- {_ ^_ a� 11 // d'' 1 *J11y3'c�2- \\ ' ��� C I ,I I 111 1 / A =f 1105.60 15 "RCP SAN. go,6� !
r ! 1 UP W/7RANS
G 1111653 `\ cG�� ____r ,. _ _ - -- `_ ° -_____ �-" f' ''rrr 1 rr ' \t P,OB,PAR EL1 TRf�CT1 t r fi i $r6g, % /NV=1109.13 N0/ I,
` - 1108924 r/ 1111 J " SANIMH ° t P.CW.PARCEL2 v ,t I 1 �, / B= 110102 _' RO
�- r1 112- - 1112.39 1116L.F. 6 \ ,. r7 ISIGN�" L
\ _ ''` 1 R /M =11 $4.24 SAN 0 51', ,'i I A/ �I, _ LT' x-1-/22 -
\\\\\ \`cG�`�f'~ ~ I"02 - -'r - 0 /rfr -- -____- _, h1l /M/= 116.74 o 0 m._. /. °- // H 1P0 ' t _ _ _ - Z.;: -_ _ /YELLOW L(
\ , -- "1NV= =1105.30 0,11101.52 ► \ Q _ _- _...A "� B �_ �� �® - , u ' __--- �' - - -- r-
```,'`, ----`` RATE INLET ; ' 11, `,, 111e' ¢ 0 - P~ __ - -- Y ENTER H #.. L;E � �- S EP 11 J2 J6 - INI� 1111 4� BASHED WHITE Lk
't - -
RIM = 1108. -t5 , t, \t < ' ___ '_'___ _,_ : _ .� =_ ��� - T ?f�P ®4.0% a ��- - __ 111313
iNV = =104 92 p ; I _ _ - PA�lEMEA EP 1111.4 U -- __ „_ - -- _
r -\ �� ~ °,i,' 1•XQ S'S \ \, ; `1 i1�. p = L •• " _6 -._. -- _x.61' _ "�_AYX,. �,�,. ►'• STREET ''r D 'OF r/ 5'IGN `0 � f _�- i ��`t - \ /`` - - �- � ,� ` � �_- _.�.�� - - -._.
^ -_ ^_ _
1 ,698 `` �` `_ _ m .� - _ -_ - - -" 'IV-4011- ° " _ s- 0i '' , " - \ �l 01r -, b 1
:- 15 ,o€ o x r -•� LINE U rf C�NC _ € SEWER EASEMENT
X56 -L F 18 RCP //J - - -- \ -- °' - -, .,,���� SIGN PLA R -
- --- _ / ' o ________ - _ UBLE ' - ; i 1' RCP11'101 ~hS9 *�� D.B. 445 PG. 20081
---A- - I ��. ___- a.n .- ,__.•..r,�, _ -__- ___., __ - - -.-` - e__. -„ ' " "._--- - -�_ _�:.�.� -- ____ EP 1114.4,3 � !' UP �S ca
-- - �, , 61 � INV-- IIV/.47 UP 15061 120 _ \
L l0 SIGN NC. C RB o APPROX. 501 m CRP 02, 09
11.38 L.F. 6` N GU R
N, 03.61 1 STORY VA ANT � RIGHT OF WAY 15 CPP UP /r�ANS
-UP W/TRANSF O BRiCK BULL lNG � /NI/ 1111.34 150 00
9�0 RU, WALL FF 1111.2
O0 ITE"NCE 11 B,
if
/
/
- PLAN SET.DWG PPoNIED BY. JW00DW 1.07.15 0 135 PM LAST SAVED BY
1. THE CONTRACTOR IS RESPONSIBLE FOR THE DEMOLITION, REMOVAL, AND DISPOSAL
(IN A LOCATION APPROVED BY ALL GOVERNING AUTHORITIES) ALL STRUCTURES, PADS,
WALLS, FLUMES, FOUNDATIONS, PARKING, DRIVES, DRAINAGE, STRUCTURES,
UTILITIES, ETC., SUCH THAT THE IMPROVEMENTS SHOWN ON THE REMAINING PLANS
CAN BE CONSTRUCTED. ALL FACILITIES TO BE REMOVED SHALL BE UNDERCUT TO
SUITABLE MATERIAL AND BROUGHT TO GRADE WITH SUITABLE COMPACTED FILL
MATERIAL PER THE SPECIFICATIONS.
2. THE CONTRACTOR IS RESPONSIBLE FOR REMOVING ALL DEBRIS FROM THE SITE AND
DISPOSING THE DEBRIS IN A LAWFUL MANNER. THE CONTRACTOR IS RESPONSIBLE
FOR OBTAINING ALL PERMITS REQUIRED FOR DEMOLITION AND DISPOSAL.
3. THE CONTRACTOR SHALL COORDINATE WITH RESPECTIVE UTILITY COMPANIES PRIOR
TO THE REMOVAL AND /OR RELOCATION OF UTILITIES. THE CONTRACTOR SHALL
COORDINATE WITH THE UTILITY COMPANY CONCERNING PORTIONS OF WORK WHICH
MAY BE PERFORMED BY THE UTILITY COMPANY'S FORCES AND ANY FEES WHICH ARE
TO BE PAID TO THE UTILITY COMPANY FOR THEIR SERVICES. THE CONTRACTOR IS
RESPONSIBLE FOR PAYING ALL FEES AND CHARGES.
4. THE LOCATIONS OF ALL EXISTING UTILITIES SHOWN ON THIS PLAN HAVE BEEN
DETERMINED FROM THE BEST INFORMATION AVAILABLE AND ARE GIVEN FOR THE
CONVENIENCE OF THE CONTRACTOR. THE ENGINEER ASSUMES NO RESPONSIBILITY
FOR THEIR ACCURACY, PRIOR TO THE START OF ANY DEMOLITION ACTIVITY, THE
CONTRACTOR SHALL NOTIFY THE UTILITY COMPANIES FOR ONSITE LOCATIONS OF
EXISTING UTILITIES.
5. ALL EXISTING SEWERS, PIPING AND UTILITIES SHOWN ARE NOT TO BE INTERPRETED
AS THE EXACT LOCATION, OR AS THE ONLY OBSTACLES THAT MAY OCCUR ON THE
SITE. VERIFY EXISTING CONDITIONS AND PROCEED WITH CAUTION AROUND ANY
ANTICIPATED FEATURES. GIVE NOTICE TO ALL UTILITY COMPANIES REGARDING
DESTRUCTION AND REMOVAL OF ALL SERVICE LINES AND CAP ALL LINES BEFORE
PROCEEDING WITH THE WORK. UTILITIES DETERMINED TO BE ABANDONED AND LEFT IN
PLACE SHALL BE GROUTED IF UNDER BUILDING.
6. ELECTRICAL, TELEPHONE, CABLE, WATER, FIBER OPTIC CABLE AND /OR GAS LINES
NEEDING TO BE REMOVED OR RELOCATED SHALL BE COORDINATED WITH THE
AFFECTED UTILITY COMPANY. ADEQUATE TIME SHALL BE PROVIDED FOR RELOCATION
AND CLOSE COORDINATION WITH THE UTILITY COMPANY IS NECESSARY TO PROVIDE A
SMOOTH TRANSITION IN UTILITY SERVICE. CONTRACTOR SHALL PAY CLOSE ATTENTION
TO EXISTING UTILITIES WITHIN THE ANY ROAD RIGHT OF WAY DURING CONSTRUCTION.
7. CONTRACTOR MUST PROTECT THE PUBLIC AT ALL TIMES WITH FENCING, BARRICADES,
ENCLOSURES, ETC., (AND OTHER APPROPRIATE BEST MANAGEMENT PRACTICES) AS
APPROVED BY CONSTRUCTION MANAGER.
8. CONTINUOUS ACCESS SHALL BE MAINTAINED FOR THE SURROUNDING PROPERTIES AT
ALL TIMES DURING DEMOLITION OF THE EXISTING FACILITIES.
9. PRIOR TO DEMOLITION OCCURRING, ALL EROSION CONTROL DEVICES ARE TO BE
INSTALLED.
10. SHOULD REMOVAL AND /OR RELOCATION ACTIVITIES DAMAGE FENCING, LIGHTING
AND /OR STORM INLET STRUCTURES, THE CONTRACTOR SHALL PROVIDE NEW
MATERIALS/ STRUCTURES IN ACCORDANCE WITH THE CONTRACT DOCUMENTS.
EXCEPT FOR MATERIALS DESIGNED TO BE RELOCATED ON THIS PLAN, ALL OTHER
CONSTRUCTION MATERIALS SHALL BE NEW.
11. CONTRACTOR MAY LIMIT SAW -CUT AND PAVEMENT REMOVAL TO ONLY THOSE AREAS
WHERE IT IS REQUIRED AS SHOWN ON THESE CONSTRUCTION PLANS BUT IF ANY
DAMAGE IS INCURRED ON ANY OF THE SURROUNDING PAVEMENT, ETC. THE
CONTRACTOR SHALL BE RESPONSIBLE FOR ITS REMOVAL AND REPAIR.
12. THE CONTRACTOR SHALL COORDINATE WATER MAIN WORK WITH THE FIRE
DEPARTMENT AND THE CITY OF KING DEPARTMENT OF PUBLIC WORKS TO PLAN
PROPOSED IMPROVEMENTS CONTRACTOR WILL BE RESPONSIBLE FOR
ARRANGING /PROVIDING ANY REQUIRED WATER MAIN SHUT OFFS WITH THE CITY
DURING CONSTRUCTION. ANY COSTS ASSOCIATED WITH WATER MAIN SHUT OFFS WILL
BE THE RESPONSIBILITY OF THE CONTRACTOR AND NO EXTRA COMPENSATION WILL
BE PROVIDED.
13. DAMAGE TO ALL EXISTING CONDITIONS TO REMAIN WILL BE REPLACED AT
CONTRACTOR'S EXPENSE.
14. WATER SERVICE LINES SHALL BE ABANDONED AT THE CITY MAIN. THE WATER SERVICE
LINE SHALL BE DETACHED FROM THE CORPORATION STOP BY REMOVING A THREE (3)
FOOT SECTION OF PIPE AT THE CiTY MAiN.
15. SANITARY SEWER LATERALS SHALL BE ABANDONED AT THE MAIN LINE WYE. THE
SANITARY SEWER LATERAL SHALL BE DETACHED FROM THE GRAVITY MAIN BY
REMOVING A THREE (3) FOOT SECTION OF THE LATERAL PIPE AT THE MAIN. THE
CONNECTION AT THE CITY MAIN SHALL BE CAPPED OR PLUGGED BASED UPON A
METHOD APPROVED BY ENGINEER. THE SANITARY SEWER CLEANOUT AND LATERAL
SHALL BE REMOVED FROM THE RIGHT -OF -WAY TO THE PAVEMENT /BACK OF CURB AND
THEN THE REMAINING LATERAL SHALL BE CAPPED OR PLUGGED.
16. CONTRACTOR SHALL ACCOUNT FOR UTILITY CONNECTION /DISCONNECTION TIME
FRAMES WHEN BIDDING PROJECT.
17. CONTRACTOR SHALL BE RESPONSIBLE FOR BUILDING DEMOLITION PERMITS.
DEMOLITION LEGEND
OA EX.POND TO BE FILLED IN. REFER TO FINAL GRADING PLAN AND PHASE 1
EROSION CONTROL PLAN.
gU EX. WETLANDS TO BE REMOVED.
OEX. POWER POLE TO BE RELOCATED. COORDINATE WITH UTILITY PROVIDER.
OREMOVE EX. FENCE.
OEX. GRAVEL DRIVEWAY TO BE REMOVED.
OEX. UTILITY POLE TO BE PROTECTED.
G EX. BUILDINGS TO BE REMOVED.
OEX. SIGN TO BE REMOVED.
OSAWCUT OF EX. PAVEMENT.
OEX. OVERHEAD ELECTRIC LINE TO BE REMOVED.
OEXISTING TELEPHONE LINE TO BE REMOVED.
OEX. UTILITY POLE TO BE REMOVED.
OEX. PROPANE TANK TO BE REMOVED.
OEX. WELL TO BE REMOVED.
ORAISE EX. SANITARY SEWER MANHOLE TO PROPOSED GRADE.
O EX. STORM PIPE TO BE REMOVED TO LIMIT SHOWN AND ASSOCIATED INLET
TO BE REMOVED.
Q
EX. WATER METER TO BE REMOVED. CONTRACTOR SHALL REMOVE
ASSOCIATED PIPING TO WATER MAIN.
OEX. STORM PIPE TO BE REMOVED.
OEX. STORM PIPE TO BE PLUGGED AND ABANDONED.
OEX.CURB AND GUTTER TO BE REMOVED.
OREMOVE EXISTING STRIPING BY GRINDING.
OEX. TREES TO BE REMOVED. -
OEX. TREES TO BE REMOVED TO ALLOW FOR THE CONSTRUCTION OF THE
SANITARY SEWER EXTENSION.
OEX. FENCE TO BE REMOVED TO ALLOW FOR THE CONSTRUCTION OF THE
SANITARY SEWER EXTENSION.
OCUT AND PATCH ROAD AT LOCATION OF PROP. WATER LINE TAP ALONG BOTH
INGRAM DRIVE AND 5 FORKS STREET. CONTRACTOR SHALL DETERMINE
EXTENT AND EXACT LOCATION AT TIME OF CONSTRUCTION. LIMITS OF CUT
AND PATCH MAY NOT EXTEND OUTSIDE OF THE R /W. CONTRACTOR SHALL
NOTIFY CEC OF ANY CONFLICTS IMMEDIATELY.
ORAISE UTILITY RIM TO GRADE.
- ROADWA Y NOT E
REFER TO THE ROADWAY IMPROVEMENT PLANS
FOR ROADWAY IMPROVEMENTS ALONG INGRAM N
DRIVE AND 5 FORKS STREET THAT INCLUDE BUT
ARE NOT LIMITED TO RE- STRIPING AND
ROADWAY WIDENING.
60 30 15 0 60
i..= 60'
REVISIONS BY
UKAVVIV
JBW
CHECKED
KJC
DATE
1/7/15
SCALE
111=60'
JOB No.
NCC138020
SHEET
DM-1

SELLER RETAINED LAND
+/ -13.74 AC
m
Z2
/ p
/ 25R
e
3R
rl— T
w1w:7 kdb fs"
7 N.
W
ADA STRIPING
i
HEAVY DUTY
/ ASPHALT
PROP.
EASEMENT
SITE NOTES
PROP POND
q
4 STANDARD
CONCRETE
4
STANDARD
DUTY ASPHALTIC
CONCRETE
PAVEMENT
+
+
+ + +
+ +
t + t +
+ +
+ + + +
UN- OBSTRUCTED
GENERAL NOTE: I
F +
....
+
+ + +
+ + +
+ +
+ +
+ + +
+ + + +
+ +
+ +
+ + + + +
+ + + + +
NCC138020
IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THIS PROJECT
F
C-3
±�+
+
+ + +
+ +
+ + + + +
WORK SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIVE TO
+
+
t * t + +
I�T `;
+ +
.
+ + + + +
THE SPECIFICATIONS OR APPLICABLE CODES, IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD IN
t= �'
+
�"-+-
+
- +�,�±
+ + t
1"Ai�U $UI�Dl $ + + + + +
+ T— -F—+--4 _t AQK + + + +
WRITING PRIOR TO THE START OF CONSTRUCTION. FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUTE
F +
+
+ + +
+ +
+ + +
—+
+ + +--�F- -+
ACCEPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF THE WORK AS DEFINED BY THE DRAWINGS AND IN
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SELLER RETAINED LAND
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7 N.
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ADA STRIPING
i
HEAVY DUTY
/ ASPHALT
PROP.
EASEMENT
SITE NOTES
PROP POND
q
4 STANDARD
CONCRETE
4
STANDARD
DUTY ASPHALTIC
CONCRETE
PAVEMENT
1. ALL WORK AND MATERIALS SHALL COMPLY WITH ALL TOWN /COUNTY REGULATIONS AND
CODES AND O.S.H.A. STANDARDS.
2. CONTRACTOR SHALL REFER TO THE FINAL 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.
4. ALL DIMENSIONS AND RADII ARE TO THE FACE OF CURB UNLESS OTHERWISE NOTED.
5. EXISTING STRUCTURES WITHIN CONSTRUCTION LIMITS ARE TO BE ABANDONED, REMOVED
OR RELOCATED AS NECESSARY. ALL COST SHALL BE INCLUDED IN BASE BID.
6. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL RELOCATIONS, (UNLESS OTHERWISE NOTED
ON PLANS) INCLUDING BUT NOT LIMITED TO, ALL UTILITIES, STORM DRAINAGE, SIGNS,
TRAFFIC SIGNALS & POLES, ETC. AS REQUIRED. ALL WORK SHALL BE IN ACCORDANCE WITH
GOVERNING AUTHORITIES REQUIREMENTS AND PROJECT SITE WORK SPECIFICATIONS AND
SHALL BE APPROVED BY SUCH. ALL COST SHALL BE INCLUDED IN BASE BID.
7. SITE BOUNDARY, TOPOGRAPHY, UTILITY AND ROAD INFORMATION TAKEN FROM A SURVEY
BY A LAND SURVEYOR OF BOHLER ENGINEERING.
8. TOTAL LAND AREA IS 19.06± ACRES.
9. THE SITE WORK FOR THIS PROJECT SHALL MEET OR EXCEED "THE SITE SPECIFIC
SPECIFICATIONS ".
10. SIGNS SHALL BE CONSTRUCTED BY OTHERS.
11. REFER TO FINAL ARCHITECTURAL PLANS FOR SITE LIGHTING ELECTRICAL PLAN.
12. WETLANDS AND STREAM IMPACTS ARE BEING PERMITTED THROUGH NCDWQ AND THE ARMY
CORPS OF ENGINEERS.
SITE LEGEND (NOT ALL USED THIS SHEET)_
h S T O 6" WIDE FIRE LANE STRIPING PAINTED TRAFFIC RED W/ "NO PARKING FIRE LANE" PAINTED
CC \ \ 0 R A 135, WITH 4" HIGH WHITE LETTERING AT 25' O.C. SEE DETAIL SHEET.
\ \ p / 13, q PEDESTRIAN CROSSWALK WITH 6" WIDE PAINTED WHITE STRIPING PARALLEL TO DIRECTION
C R� 22 \ �u 0. "p W � " W / , n >15, �'/ � OB OF TRAFFIC AT 2' -0" O.C. AND (1) -8" WHITE STRIPE PERPENDICULAR ON BOTH ENDS UNLESS
14 6 s soR c Q5� /
/ NOTED OTHERWISE. SEE SITE PLAN FOR DIMENSIONS.
co Y OC PEDESTRIAN CROSSING SIGN (TYP.) AT PEDESTRIAN CROSSWALKS AS NOTED ON PLANS.
�15R \�� Z P \ 1 b p "YIELD" PAINTED WHITE ON PAVEMENT TYPICAL. SEE DETAIL SHEET.
\ Z 22 / v b
EXIT PORCH. SEE ARCHITECTURAL PLANS FOR EXACT SIZE, LOCATION FOR STOOPS, STAIRS
m C T AND /OR RAMPS THAT MAY BE REQUIRED. RAMP PAVEMENT FLUSH WITH THE TOP OF STOOP.
W F 6"0 PIPE BOLLARD TYPICAL UNLESS NOTED OTHERWISE. SEE DETAIL SHEET.
:C p CC O
�5R N as Z /
p�5 19 o o AT GRADE OVERHEAD DOOR LOCATION. SEE ARCHITECTURAL PLANS FOR EXACT SIZE AND
zll CG+ a�SR y G
Y / ff O LOCATION FOR COORDINATION WITH CIVIL PLANS.
4" WIDE x 130' LONG YELLOW PAINTED TRUCK ALIGNMENT STRIPES TYPICAL.
p^
16'X 42' CONCRETE COMPACTOR PAD AND 16'X 35' HEAVY DUTY PAD (ORIENT FOR TRUCK
\ rn Z / / W O LOADING). REFER TO ARCHITECTURAL PLAN FOR EXACT LOCATION AND SLOPE.
22 P C A R �5� �� I y / // CONCRETE TRANSFORMER PAD. CONTRACTOR TO COORDINATE WITH LOCAL POWER
18
�5 COMPANY FOR DETAILS.
S K ACCESSIBLE PARKING SPACE TYPICAL. SEE DETAIL SHEET FOR ACCESSIBLE PARKING
Q; r / / O SPACE SIZE, SIGN AND SYMBOL ( "VAN " - INDICATES VAN ACCESSIBLE SPACE).
R CC C PAINTED ISLAND (TYP.) UNLESS NOTED OTHERWISE. STRIPES SHALL BE PAINTED SSYL /4" AT
22 P
p15 C Z R�SR 12 / / / O 2' -0" O.C. SEE DETAIL SHEET.
CC / a M ARROW PAVEMENT MARKINGS TYPICAL. SEE PLAN FOR TYPE. SEE DETAIL SHEET.
h b h
o,• rn \ �, C' / / / / O 10' X 15' STRIPED AREA PAINTED SSYL /4" AT 45° @ 2' -0" O.C. AT JIB CRANE LOCATION. SEE
22 O / / ARCH. PLANS.
@ 18" CONCRETE CURB AND GUTTER TYPICAL. SEE DETAIL SHEET. (NOT TO BE USED IN ROW)
OCART CORRAL TYPICAL. SEE DETAIL SHEET.
rn @ PROP. 20' WIDE UNDERGROUND SANITARY SEWER UTILITY EASEMENT.
h RgSR 22 P \ R15� / b / o O� j O NO PARKING FIRE LANE" SIGN. SEE DETAIL SHEET.
"STOP" SIGN. SEE DETAIL SHEET.
STOP BAR(SSWL /24 "). SEE DETAIL SHEET.
/ 2 j 6'X6' PAINTED STRIPED AREA CENTERED ON SIPHONIC BREAK STORM MANHOLE. 4" PAINTED
22 / 1 / �I�o OU SOLID TRAFFIC YELLOW STRIPES 18" O.C. @ 45 °. SEE DETAIL SHEET.
25 0' R�SFt Q16 CC 20 v(p
6' LONG STRIPE WITH 18' GAPS TYPICAL.
TAPER FROM 6" CURB TO PAVEMENT. SEE DETAIL SHEET.
N15R 1g Z R 22 \ X P / // / F ;J O CONCRETE TO BE FLUSH WITH PAVEMENT.
�, 25, rn RTgR NJ 5 PROP. 5' WIDE CONCRETE SIDEWALK.
ig 12 \ 24 ;, �f l / O PROP. LANDSCAPED ISLANDS (TYP.)
PROPOSED 30" CONCRETE CURB AND GUTTER IN NCDOT RIGHT OF WAY.
14 , R�SR 2S' o>� p 15R 32 / / - Ob OFF -SITE STRIPING. REFER TO ROADWAY PLANS.
12 �1 5R
\ / ' / / LANDSN /F OC PROP. GREASE INTERCEPTOR.
rn \ \o0R�NT R p15R 1g \ // n // � NBIIAVINIPATEL D o PROP. LANDSCAPED BUFFER.
'44- B R�5 h gR / / D.B. 465PG.1692 e PROP. HEADWALL FOR STORM SEWER OUTFACE.
14 /�o\ \FTBgc 25 1, 12 Q�SR Q� /�� h / // /l PIN 599108881102 O PROP. RIGHT TURN LANE AND RM DEDICATION. REFER TO ROADWAY PLANS.
p \ g lm / /, COMMERCIAL USE
OPROP. BALE AND PALLET AREA AND ORGANIC RECYCLING AREA.
PROPERTY LINE.
18, 15 / /a / / O REFER TO ROADWAY PLANS FOR TRAFFIC CONTROL MEASURES. FINAL TRAFFIC
CONTROL LAYOUT TO BE SUBMITTED TO CEC FOR APPROVAL PRIOR TO
>g' / IMPLEMENTATION.
h 4/ O LOCATION OF PROP. FIRE HYDRANT. REFER TO UTILITY PLAN FOR ADDITIONAL
14 ; 25, °j /^ ./ � p DETAILS.
oy p \ 1g, 18 \ / \ / / O PROP. ENDWALL.
rh 18, l / lD PROP. CURB CUT.
/
i
d / r / Om PROP. LEFT TURN LANE.
\\ W A• h t _� O/
\ / 1g / ; - ---- ------- On PROP. RELOCATED UTILITY POLE.
� \ T rn
Z P // / Oo PROP. OFF -SITE PAINTED ISLAND. STRIPES SHALL BE PAINTED SSYL/4" AT 2' -0" O.C.
L
I
- PLM SELDWG PPoNTED BY: JWOODARD 1.07.15 0 1:36 PM UST SAVED BY
!t( a 4� 1 / 9 , _ _ 444; i LANDSN /F Op PROP. LIGHT POLE.
SBN VENTURES, L L C
D.B. 608PG, 167 O PROP. CURB TRANSITION FROM NCDOT STANDARD 24" GUTTER PAN TO 12"
t T s _ / / / O / / PIN 59910877983 GUTTER PAN.
OPROP. RETAINING WALL. VARIABLE HEIGHT RANGING FROM 0' TO ±27'.
SITE ANALYSIS TABLE
R d018 �y� / / / O PROP. "STOP" SIGN WITH A "DO NOT ENTER" SIGN MOUNTED TO THE BACK OF THE
POLE.
I R T� T
WALMART SUPERCENTER 158,583 S.F.
S T O PROP. "STOP" SIGN WITH A SIGN THAT READS "IN BOUND TRAFFIC DOES NOT STOP"
o / SURFACE PARKING LOT (INCL. 19 ADA SPACES) 635 SPACES MOUNTED BELOW THE "STOP" SIGN.
TOTAL 635* O PROP. PERMANENT RIP -RAP APRON.
RATIO 4.00/1,000 S.F.
W n / CART CORRALS 28 CORRALS /28 SPACES Ov PROP. "DO NOT ENTER" SIGN.
50'R m PARKING SPACES OBSTRUCTED BY CART CORRALS ARE NOT INCLUDED IN OVERALL PARKING RATIO.
Ow PROP. 30' WIDE PERMANENT ACCESS EASEMENT.
� CUSTOMER PARKING SPACES - SSYL/4" - 479 SPACES
y°t Alo Ox PROP. 20' WIDE WATER MAIN EASEMENT.
36' /�
_ _ r
_ AX EMPLOYEE PARKING SPACES - SSWL /4" - 156 SPACES YO PROP. ADA RAMP SEE DETAIL SHEET.
q d — 25' FRONT YARD LANDSCAPED BUFFER ■
Y _ f h
I — Q R 100'
s 4 ligmil - -- o'F
ff
b O
A
I N G1�
N VARIABLE WIDTHEIGHT
\ I _ ASPHALT PAVED PUBLIC_RAK
OPROP. 6' PEDESTRIAN CROSSWALK. REFER TO DETAIL SHEET.
as PROP. 6' HIGH BLACK GALVANIZED STEEL CHAIN LINK FENCE.
bb PROP. 6' HIGH 12' WIDE BLACK GALVANIZED STEEL CHAIN LINK GATE.
CC LIMITS OF PROP. WET POND.
dd PROP. RISER STRUCTURE.
ee PROP. GUARD RAIL.
lnl PROP. CONCRETE APRON TO BE THE WIDTH OF THE ENTRANCE X 12' DEEP X 6" THICK.
30 15 7.5 0 30 Ir
1 "= 30'
REVISIONS BY
DRAWN
JBW
CART PATH
KJC
(TO REMAIN
DATE
UN- OBSTRUCTED
1/7/15
1. ALL WORK AND MATERIALS SHALL COMPLY WITH ALL TOWN /COUNTY REGULATIONS AND
CODES AND O.S.H.A. STANDARDS.
2. CONTRACTOR SHALL REFER TO THE FINAL 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.
4. ALL DIMENSIONS AND RADII ARE TO THE FACE OF CURB UNLESS OTHERWISE NOTED.
5. EXISTING STRUCTURES WITHIN CONSTRUCTION LIMITS ARE TO BE ABANDONED, REMOVED
OR RELOCATED AS NECESSARY. ALL COST SHALL BE INCLUDED IN BASE BID.
6. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL RELOCATIONS, (UNLESS OTHERWISE NOTED
ON PLANS) INCLUDING BUT NOT LIMITED TO, ALL UTILITIES, STORM DRAINAGE, SIGNS,
TRAFFIC SIGNALS & POLES, ETC. AS REQUIRED. ALL WORK SHALL BE IN ACCORDANCE WITH
GOVERNING AUTHORITIES REQUIREMENTS AND PROJECT SITE WORK SPECIFICATIONS AND
SHALL BE APPROVED BY SUCH. ALL COST SHALL BE INCLUDED IN BASE BID.
7. SITE BOUNDARY, TOPOGRAPHY, UTILITY AND ROAD INFORMATION TAKEN FROM A SURVEY
BY A LAND SURVEYOR OF BOHLER ENGINEERING.
8. TOTAL LAND AREA IS 19.06± ACRES.
9. THE SITE WORK FOR THIS PROJECT SHALL MEET OR EXCEED "THE SITE SPECIFIC
SPECIFICATIONS ".
10. SIGNS SHALL BE CONSTRUCTED BY OTHERS.
11. REFER TO FINAL ARCHITECTURAL PLANS FOR SITE LIGHTING ELECTRICAL PLAN.
12. WETLANDS AND STREAM IMPACTS ARE BEING PERMITTED THROUGH NCDWQ AND THE ARMY
CORPS OF ENGINEERS.
SITE LEGEND (NOT ALL USED THIS SHEET)_
h S T O 6" WIDE FIRE LANE STRIPING PAINTED TRAFFIC RED W/ "NO PARKING FIRE LANE" PAINTED
CC \ \ 0 R A 135, WITH 4" HIGH WHITE LETTERING AT 25' O.C. SEE DETAIL SHEET.
\ \ p / 13, q PEDESTRIAN CROSSWALK WITH 6" WIDE PAINTED WHITE STRIPING PARALLEL TO DIRECTION
C R� 22 \ �u 0. "p W � " W / , n >15, �'/ � OB OF TRAFFIC AT 2' -0" O.C. AND (1) -8" WHITE STRIPE PERPENDICULAR ON BOTH ENDS UNLESS
14 6 s soR c Q5� /
/ NOTED OTHERWISE. SEE SITE PLAN FOR DIMENSIONS.
co Y OC PEDESTRIAN CROSSING SIGN (TYP.) AT PEDESTRIAN CROSSWALKS AS NOTED ON PLANS.
�15R \�� Z P \ 1 b p "YIELD" PAINTED WHITE ON PAVEMENT TYPICAL. SEE DETAIL SHEET.
\ Z 22 / v b
EXIT PORCH. SEE ARCHITECTURAL PLANS FOR EXACT SIZE, LOCATION FOR STOOPS, STAIRS
m C T AND /OR RAMPS THAT MAY BE REQUIRED. RAMP PAVEMENT FLUSH WITH THE TOP OF STOOP.
W F 6"0 PIPE BOLLARD TYPICAL UNLESS NOTED OTHERWISE. SEE DETAIL SHEET.
:C p CC O
�5R N as Z /
p�5 19 o o AT GRADE OVERHEAD DOOR LOCATION. SEE ARCHITECTURAL PLANS FOR EXACT SIZE AND
zll CG+ a�SR y G
Y / ff O LOCATION FOR COORDINATION WITH CIVIL PLANS.
4" WIDE x 130' LONG YELLOW PAINTED TRUCK ALIGNMENT STRIPES TYPICAL.
p^
16'X 42' CONCRETE COMPACTOR PAD AND 16'X 35' HEAVY DUTY PAD (ORIENT FOR TRUCK
\ rn Z / / W O LOADING). REFER TO ARCHITECTURAL PLAN FOR EXACT LOCATION AND SLOPE.
22 P C A R �5� �� I y / // CONCRETE TRANSFORMER PAD. CONTRACTOR TO COORDINATE WITH LOCAL POWER
18
�5 COMPANY FOR DETAILS.
S K ACCESSIBLE PARKING SPACE TYPICAL. SEE DETAIL SHEET FOR ACCESSIBLE PARKING
Q; r / / O SPACE SIZE, SIGN AND SYMBOL ( "VAN " - INDICATES VAN ACCESSIBLE SPACE).
R CC C PAINTED ISLAND (TYP.) UNLESS NOTED OTHERWISE. STRIPES SHALL BE PAINTED SSYL /4" AT
22 P
p15 C Z R�SR 12 / / / O 2' -0" O.C. SEE DETAIL SHEET.
CC / a M ARROW PAVEMENT MARKINGS TYPICAL. SEE PLAN FOR TYPE. SEE DETAIL SHEET.
h b h
o,• rn \ �, C' / / / / O 10' X 15' STRIPED AREA PAINTED SSYL /4" AT 45° @ 2' -0" O.C. AT JIB CRANE LOCATION. SEE
22 O / / ARCH. PLANS.
@ 18" CONCRETE CURB AND GUTTER TYPICAL. SEE DETAIL SHEET. (NOT TO BE USED IN ROW)
OCART CORRAL TYPICAL. SEE DETAIL SHEET.
rn @ PROP. 20' WIDE UNDERGROUND SANITARY SEWER UTILITY EASEMENT.
h RgSR 22 P \ R15� / b / o O� j O NO PARKING FIRE LANE" SIGN. SEE DETAIL SHEET.
"STOP" SIGN. SEE DETAIL SHEET.
STOP BAR(SSWL /24 "). SEE DETAIL SHEET.
/ 2 j 6'X6' PAINTED STRIPED AREA CENTERED ON SIPHONIC BREAK STORM MANHOLE. 4" PAINTED
22 / 1 / �I�o OU SOLID TRAFFIC YELLOW STRIPES 18" O.C. @ 45 °. SEE DETAIL SHEET.
25 0' R�SFt Q16 CC 20 v(p
6' LONG STRIPE WITH 18' GAPS TYPICAL.
TAPER FROM 6" CURB TO PAVEMENT. SEE DETAIL SHEET.
N15R 1g Z R 22 \ X P / // / F ;J O CONCRETE TO BE FLUSH WITH PAVEMENT.
�, 25, rn RTgR NJ 5 PROP. 5' WIDE CONCRETE SIDEWALK.
ig 12 \ 24 ;, �f l / O PROP. LANDSCAPED ISLANDS (TYP.)
PROPOSED 30" CONCRETE CURB AND GUTTER IN NCDOT RIGHT OF WAY.
14 , R�SR 2S' o>� p 15R 32 / / - Ob OFF -SITE STRIPING. REFER TO ROADWAY PLANS.
12 �1 5R
\ / ' / / LANDSN /F OC PROP. GREASE INTERCEPTOR.
rn \ \o0R�NT R p15R 1g \ // n // � NBIIAVINIPATEL D o PROP. LANDSCAPED BUFFER.
'44- B R�5 h gR / / D.B. 465PG.1692 e PROP. HEADWALL FOR STORM SEWER OUTFACE.
14 /�o\ \FTBgc 25 1, 12 Q�SR Q� /�� h / // /l PIN 599108881102 O PROP. RIGHT TURN LANE AND RM DEDICATION. REFER TO ROADWAY PLANS.
p \ g lm / /, COMMERCIAL USE
OPROP. BALE AND PALLET AREA AND ORGANIC RECYCLING AREA.
PROPERTY LINE.
18, 15 / /a / / O REFER TO ROADWAY PLANS FOR TRAFFIC CONTROL MEASURES. FINAL TRAFFIC
CONTROL LAYOUT TO BE SUBMITTED TO CEC FOR APPROVAL PRIOR TO
>g' / IMPLEMENTATION.
h 4/ O LOCATION OF PROP. FIRE HYDRANT. REFER TO UTILITY PLAN FOR ADDITIONAL
14 ; 25, °j /^ ./ � p DETAILS.
oy p \ 1g, 18 \ / \ / / O PROP. ENDWALL.
rh 18, l / lD PROP. CURB CUT.
/
i
d / r / Om PROP. LEFT TURN LANE.
\\ W A• h t _� O/
\ / 1g / ; - ---- ------- On PROP. RELOCATED UTILITY POLE.
� \ T rn
Z P // / Oo PROP. OFF -SITE PAINTED ISLAND. STRIPES SHALL BE PAINTED SSYL/4" AT 2' -0" O.C.
L
I
- PLM SELDWG PPoNTED BY: JWOODARD 1.07.15 0 1:36 PM UST SAVED BY
!t( a 4� 1 / 9 , _ _ 444; i LANDSN /F Op PROP. LIGHT POLE.
SBN VENTURES, L L C
D.B. 608PG, 167 O PROP. CURB TRANSITION FROM NCDOT STANDARD 24" GUTTER PAN TO 12"
t T s _ / / / O / / PIN 59910877983 GUTTER PAN.
OPROP. RETAINING WALL. VARIABLE HEIGHT RANGING FROM 0' TO ±27'.
SITE ANALYSIS TABLE
R d018 �y� / / / O PROP. "STOP" SIGN WITH A "DO NOT ENTER" SIGN MOUNTED TO THE BACK OF THE
POLE.
I R T� T
WALMART SUPERCENTER 158,583 S.F.
S T O PROP. "STOP" SIGN WITH A SIGN THAT READS "IN BOUND TRAFFIC DOES NOT STOP"
o / SURFACE PARKING LOT (INCL. 19 ADA SPACES) 635 SPACES MOUNTED BELOW THE "STOP" SIGN.
TOTAL 635* O PROP. PERMANENT RIP -RAP APRON.
RATIO 4.00/1,000 S.F.
W n / CART CORRALS 28 CORRALS /28 SPACES Ov PROP. "DO NOT ENTER" SIGN.
50'R m PARKING SPACES OBSTRUCTED BY CART CORRALS ARE NOT INCLUDED IN OVERALL PARKING RATIO.
Ow PROP. 30' WIDE PERMANENT ACCESS EASEMENT.
� CUSTOMER PARKING SPACES - SSYL/4" - 479 SPACES
y°t Alo Ox PROP. 20' WIDE WATER MAIN EASEMENT.
36' /�
_ _ r
_ AX EMPLOYEE PARKING SPACES - SSWL /4" - 156 SPACES YO PROP. ADA RAMP SEE DETAIL SHEET.
q d — 25' FRONT YARD LANDSCAPED BUFFER ■
Y _ f h
I — Q R 100'
s 4 ligmil - -- o'F
ff
b O
A
I N G1�
N VARIABLE WIDTHEIGHT
\ I _ ASPHALT PAVED PUBLIC_RAK
OPROP. 6' PEDESTRIAN CROSSWALK. REFER TO DETAIL SHEET.
as PROP. 6' HIGH BLACK GALVANIZED STEEL CHAIN LINK FENCE.
bb PROP. 6' HIGH 12' WIDE BLACK GALVANIZED STEEL CHAIN LINK GATE.
CC LIMITS OF PROP. WET POND.
dd PROP. RISER STRUCTURE.
ee PROP. GUARD RAIL.
lnl PROP. CONCRETE APRON TO BE THE WIDTH OF THE ENTRANCE X 12' DEEP X 6" THICK.
30 15 7.5 0 30 Ir
1 "= 30'
REVISIONS BY
DRAWN
JBW
CHECKED
KJC
DATE
1/7/15
SCALE
111=30'
JOB No.
NCC138020
SHEET
C-3

IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THIS PROJECT
WORK SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIVE TO
THE SPECIFICATIONS OR APPLICABLE CODES, IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD IN
WRITING PRIOR TO THE START OF CONSTRUCTION. FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUTE
ACCEPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF THE WORK AS DEFINED BY THE DRAWINGS AND IN
SITE ANALYSIS TABLE
WALMART SUPERCENTER 158,583 S.F.
SURFACE PARKING LOT (INCL. 19 ADA SPACES) 635 SPACES
TOTAL 635*
RATIO 4.00/1,000 S.F.
CART CORRALS 28 CORRALS /28 SPACES
PARKING SPACES OBSTRUCTED BY CART CORRALS ARE NOT INCLUDED IN OVERALL PARKING RATIO.
A0 CUSTOMER PARKING SPACES - SSYL/4" - 479 SPACES
L n EMPLOYEE PARKING SPACES - SSWL/4" - 156 SPACES
e
1 1
/ 1 1
go
'sE Pay 1 1
Boa 1 1
/ 1 1
do
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kLOCAL \TENP\PCPUBIJ%L1330\NCC138020 - PLAN SETAWG PRINTED BY: JWOODARD 1.07.15 0 1:36 PM UST SAVED BY
..........
..........
..........
..........
.......... PROP POND
rA/ADA STRIPING
PROP.
EASEMENT
SITE NOTES
b � a
4 STANDARD
CONCRETE
G
STANDARD
DUTY ASPHALTIC
CONCRETE
PAVEMENT
CART PATH
(TO REMAIN
1. ALL WORK AND MATERIALS SHALL COMPLY WITH ALL TOWN /COUNTY REGULATIONS AND
CODES AND O.S.H.A. STANDARDS.
2. CONTRACTOR SHALL REFER TO THE FINAL 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.
4. ALL DIMENSIONS AND RADII ARE TO THE FACE OF CURB UNLESS OTHERWISE NOTED.
5. EXISTING STRUCTURES WITHIN CONSTRUCTION LIMITS ARE TO BE ABANDONED, REMOVED
OR RELOCATED AS NECESSARY. ALL COST SHALL BE INCLUDED IN BASE BID.
6. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL RELOCATIONS, (UNLESS OTHERWISE NOTED
ON PLANS) INCLUDING BUT NOT LIMITED TO, ALL UTILITIES, STORM DRAINAGE, SIGNS,
TRAFFIC SIGNALS & POLES, ETC. AS REQUIRED. ALL WORK SHALL BE IN ACCORDANCE WITH
GOVERNING AUTHORITIES REQUIREMENTS AND PROJECT SITE WORK SPECIFICATIONS AND
SHALL BE APPROVED BY SUCH. ALL COST SHALL BE INCLUDED IN BASE BID.
7. SITE BOUNDARY, TOPOGRAPHY, UTILITY AND ROAD INFORMATION TAKEN FROM A SURVEY
BY A LAND SURVEYOR OF BOHLER ENGINEERING.
8. TOTAL LAND AREA IS 19.06± ACRES.
9. THE SITE WORK FOR THIS PROJECT SHALL MEET OR EXCEED "THE SITE SPECIFIC
SPECIFICATIONS ".
10. SIGNS SHALL BE CONSTRUCTED BY OTHERS.
11. REFER TO FINAL ARCHITECTURAL PLANS FOR SITE LIGHTING ELECTRICAL PLAN.
12. WETLANDS AND STREAM IMPACTS ARE BEING PERMITTED THROUGH NCDWQ AND THE ARMY
CORPS OF ENGINEERS.
SITE LEGEND (NOT ALL USED THIS SHEET)_
ROADWAY NOTE
REFER TO THE ROADWAY IMPROVEMENT PLANS N
FOR ROADWAY IMPROVEMENTS ALONG INGRAM
DRIVE AND 5 FORKS STREET THAT INCLUDE BUT
ARE NOT LIMITED TO RE- STRIPING AND
ROADWAY WIDENING.
E
30 15 7.5 0 30
111=30'
REVISIONS BY
Y ,
DRAWN
JBW
CHECKED
KJC
DATE
1/7/15
SCALE
1 " =30'
JOB No.
NCC138020
SHEET
C-4
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.
OB
PEDESTRIAN CROSSWALK WITH 6" WIDE PAINTED WHITE STRIPING PARALLEL TO DIRECTION
OF TRAFFIC AT 2' -0" O.C. AND (1) -8" WHITE STRIPE PERPENDICULAR ON BOTH ENDS UNLESS
NOTED OTHERWISE. SEE SITE PLAN FOR DIMENSIONS.
li
OC
PEDESTRIAN CROSSING SIGN (TYP.) AT PEDESTRIAN CROSSWALKS AS NOTED ON PLANS.
w
O
"YIELD" PAINTED WHITE ON PAVEMENT TYPICAL. SEE DETAIL SHEET.
EXIT PORCH. SEE ARCHITECTURAL PLANS FOR EXACT SIZE, LOCATION FOR STOOPS, STAIRS
AND /OR RAMPS THAT MAY BE REQUIRED. RAMP PAVEMENT FLUSH WITH THE TOP OF STOOP.
O6
"0 PIPE BOLLARD TYPICAL UNLESS NOTED OTHERWISE. SEE DETAIL SHEET.
GRADE OVERHEAD DOOR LOCATION. SEE ARCHITECTURAL PLANS FOR EXACT SIZE AND
OAT
LOCATION FOR COORDINATION WITH CIVIL PLANS.
OH
4" WIDE x 130' LONG YELLOW PAINTED TRUCK ALIGNMENT STRIPES TYPICAL.
16'X 42' CONCRETE COMPACTOR PAD AND 16'X 35' HEAVY DUTY PAD ( ORIENT FOR TRUCK
(D
LOADING). REFER TO ARCHITECTURAL PLAN FOR EXACT LOCATION AND SLOPE.
TRANSFORMER PAD. CONTRACTOR TO COORDINATE WITH LOCAL POWER
OCONCRETE
COMPANY FOR DETAILS.
OACCESSIBLE
PARKING SPACE TYPICAL. SEE DETAIL SHEET FOR ACCESSIBLE PARKING
SPACE SIZE, SIGN AND SYMBOL ( "VAN " - INDICATES VAN ACCESSIBLE SPACE).
OPAINTED
ISLAND (TYP.) UNLESS NOTED OTHERWISE. STRIPES SHALL BE PAINTED SSYL /4" AT
2' -0" O.C. SEE DETAIL SHEET.
OM
ARROW PAVEMENT MARKINGS TYPICAL. SEE PLAN FOR TYPE. SEE DETAIL SHEET.
10'X 15' STRIPED AREA PAINTED SSYL14" AT 45° @ 2' -0" O.C. AT JIB CRANE LOCATION. SEE
Op
ARCH. PLANS.
18" CONCRETE CURB AND GUTTER TYPICAL. SEE DETAIL SHEET. (NOT TO BE USED IN ROW)
///
OP
CART CORRAL TYPICAL. SEE DETAIL SHEET.
®
PROP. 20' WIDE UNDERGROUND SANITARY SEWER UTILITY EASEMENT.
O"NO
PARKING FIRE LANE" SIGN. SEE DETAIL SHEET.
OS
"STOP" SIGN. SEE DETAIL SHEET.
OSTOP
BAR(SSWL /24 "). SEE DETAIL SHEET.
O6'X6'
PAINTED STRIPED AREA CENTERED ON SIPHONIC BREAK STORM MANHOLE. 4" PAINTED
SOLID TRAFFIC YELLOW STRIPES 18" O.C. @ 45 °. SEE DETAIL SHEET.
O6'
LONG STRIPE WITH 18' GAPS TYPICAL.
OTAPER
FROM 6" CURB TO PAVEMENT. SEE DETAIL SHEET.
O
CONCRETE TO BE FLUSH WITH PAVEMENT.
1
OPROP.
5' WIDE CONCRETE SIDEWALK.
OPROP.
LANDSCAPED ISLANDS (TYP.)
OPROPOSED
30" CONCRETE CURB AND GUTTER IN NCDOT RIGHT OF WAY.
bb
OFF -SITE STRIPING. REFER TO ROADWAY PLANS.
OC
PROP. GREASE INTERCEPTOR.
0
cal
O
PROP. LANDSCAPED BUFFER.
O
PROP. HEADWALL FOR STORM SEWER OUTFALL.
I
O
PROP. RIGHT TURN LANE AND R/W DEDICATION. REFER TO ROADWAY PLANS.
0
OPROP.
BALE AND PALLET AREA AND ORGANIC RECYCLING AREA.
OPROPERTY
LINE.
OREFER
TO ROADWAY PLANS FOR TRAFFIC CONTROL MEASURES. FINAL TRAFFIC
CONTROL LAYOUT TO BE SUBMITTED TO CEC FOR APPROVAL PRIOR TO
IMPLEMENTATION,
OLOCATION
OF PROP. FIRE HYDRANT. REFER TO UTILITY PLAN FOR ADDITIONAL
DETAILS.
OPROP.
ENDWALL.
OPROP.
CURB CUT.
p
m
PROP. LEFT TURN LANE.
OPROP.
RELOCATED UTILITY POLE.
OPROP.
OFF -SITE PAINTED ISLAND. STRIPES SHALL BE PAINTED SSYL /4" AT 2' -0" O.C.
Op
PROP. LIGHT POLE.
OPROP.
CURB TRANSITION FROM NCDOT STANDARD 24" GUTTER PAN TO 12"
GUTTER PAN.
OPROP.
RETAINING WALL. VARIABLE HEIGHT RANGING FROM V TO ±27'.
OS
PROP. "STOP" SIGN WITH A "DO NOT ENTER" SIGN MOUNTED TO THE BACK OF THE
POLE.
OPROP.
"STOP" SIGN WITH A SIGN THAT READS "IN BOUND TRAFFIC DOES NOT STOP"
MOUNTED BELOW THE "STOP" SIGN.
Ou
PROP. PERMANENT RIP -RAP APRON.
Ov
PROP. "DO NOT ENTER" SIGN.
Ow
PROP. 30' WIDE PERMANENT ACCESS EASEMENT.
OPROP.
20' WIDE WATER MAIN EASEMENT.
yO
PROP. ADA RAMP. SEE DETAIL SHEET.
OPROP.
6' PEDESTRIAN CROSSWALK. REFER TO DETAIL SHEET.
as
PROP. 6' HIGH BLACK GALVANIZED STEEL CHAIN LINK FENCE.
bb
PROP. 6' HIGH 12' WIDE BLACK GALVANIZED STEEL CHAIN LINK GATE.
CC
LIMITS OF PROP. WET POND.
dd
PROP. RISER STRUCTURE.
ee
PROP. GUARD RAIL.
OPROP.
CONCRETE APRON TO BE THE WIDTH OF THE ENTRANCE X 12' DEEP X 6" THICK.
ROADWAY NOTE
REFER TO THE ROADWAY IMPROVEMENT PLANS N
FOR ROADWAY IMPROVEMENTS ALONG INGRAM
DRIVE AND 5 FORKS STREET THAT INCLUDE BUT
ARE NOT LIMITED TO RE- STRIPING AND
ROADWAY WIDENING.
E
30 15 7.5 0 30
111=30'
REVISIONS BY
Y ,
DRAWN
JBW
CHECKED
KJC
DATE
1/7/15
SCALE
1 " =30'
JOB No.
NCC138020
SHEET
C-4

REVISIONS BY
UKAWN
JBW
CHECKED
KJC
DATE
1/7/15
SCALE
1 " =30'
JOB No.
NCC138020
SHEET
C-5

IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THIS PROJECT
WORK SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIVE TO
THE SPECIFICATIONS OR APPLICABLE CODES, IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD IN
WRITING PRIOR TO THE START OF CONSTRUCTION. FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUTE
ACCEPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF THE WORK AS DEFINED BY THE DRAWINGS AND IN
STORM DRAIN SCHEDULE
FROM
PIPE NO.
UPPER INVERT
LOWER INVERT
LENGTH
SLOPE
(/o)
SIZE
(in.)
MATERIAL
TO
BMH -1
BMH -1 TO BE
1077.61
1076.82
52.33
1.51%
48"
RCP
BE
BMH -2
BMH -2 TO BMH -1
1086.30
1082.63
244.94
1.50%
48"
RCP
BMH -1
BMH -3
BMH -3 TO BMH -2
1090.20
1086.40
253.05
1.50%
48"
RCP
BMH -2
BMH -4
BMH -4 TO BMH -3
1092.55
1090.30
144.44
1.56%
48"
RCP
BMH -3
CI -R4
CI -R4 TO BMH -4
1092.75
1092.65
14.93
0.67%
36"
RCP
BMH -4
CI -7
CI -7 TO CA
1092.73
1091.82
151.66
0.60%
30"
RCP
CI -1
CI -2
CI -2 TO CA
1088.88
1088.62
43.00
0.60%
36"
RCP
CI -1
CI -3
CI -3 TO CI -2
1089.81
1088.98
137.55
0.60%
36"
RCP
CI -2
SPH -1
SPH -1 TO CI-3
1102.00
1100.56
92.53
0
1.56/0
24"
RCP
CI -3
MH -2
MH -2 TO CI -3
1090.71
1089.91
133.27
0.60%
36"
RCP
CI -3
CI -46
CI -46 TO CI4A
1094.61
1093.50
97.79
1.14%
15"
RCP
CI -4A
CI -5
CI -5 TP CI4A
1095.75
1094.96
132.52
0.60%
30"
RCP
CI -4A
CI4C
CI4C TO CI -4B
1095.15
1094.86
48.55
0.60%
15"
RCP
CI -413
CI -6A
CI -6A TO CI -5
1096.23
1095.85
62.80
0.61%
30"
RCP
CI -5
CI -6B
CI -6B TO CI -6A
1101.00
1099.32
168.73
0
1.00%
15"
RCP
CI -6A
DI -1
DI -1 TO C16-A
1097.48
1096.73
124.69
0.60%
24"
RCP
CI -6A
MH -5
MH -5 TO CI -7
1093.49
1092.83
109.57
0.60%
30"
RCP
CI -7
MH -8
MH -8 TO CI -8
1096.94
1096.51
70.97
0.61%
24"
RCP
CI -8
SPH -4
SPH -4 TO CI -9
1099.27
1098.96
51.77
0.60%
24"
RCP
CI -9
CO -3
CO -3 TO CI -10
1101.29
1100.85
72.60
0.61%
8"
HDPE
CI -10
STOIJDLXM DRAIN SCHEDULE
FROM
PIPE NO.
UPPER INVERT
LOWER INVERT
LENGTH
SLOPE
( /o)
SIZE
(in.)
MATERIAL
TO
CI -R2
CI -R2 TO CI -R1
1106.75
1105.75
175.90
0.57%
18"
RCP
CI -Rl
CI -R3
CI -R3 TO CI -R2
1108.95
1106.85
367.67
0.57%
18"
RCP
CI -R2
CI -R5
CI -R5 TO CI -R4
1099.27
1097.64
163.08
1.00%
18" ,
RCP
CI -R4
CI -R8
CI -R8 TO CI -R4
1096.74
1096.19
54.94
1.00%
18"
RCP
CI -R4
CI -R6
CI -R6 TO CI -R5
1106.15
1099.37
197.45
3.43%
18"
RCP
CI -R5
CI -R7
CI -R7 TO CI -R6
1107.43
1106.25
118.45
1.00%
18"
RCP
CI -R6
CI -R1
CI -Rt TO CI -RE
1105.65
1105.02
110.92
0.57%
18"
RCP
CI -RE
RL -1
SD - (75)
1103.89
1103.51
19.31
1.97%
8"
HDPE
CO -1
TW -2
TW -2 TO CO -2
1102.35
1102.05
22.16
1.35%
8"
HDPE
I CO -2
CO-4
CO-4 TO CO -3
1102.00
1101.39
101.35
0.60%
8"
HDPE
CO -3
RL -2
SD - (76)
1102.48
1102.10
19.85
1.91%
8"
HDPE
CO -4
DI -2
DI -2 TO DI -1
1098.63
1098.23
65.52
0.60%
15"
RCP
DI-1
SPH -3
SPH -3 TO DI -3
1098.21
1097.84
60.78
0.61%
24"
RCP
DI -3
CI -1
CI -1 TO MH -1
1088.52
1087.87
43.11
1.51%
42"
RCP
MH -1
MH -3
MH -3 TO MH -2
1091.89
1090.81
179.83
0.60%
36"
RCP
MH -2
CI -4A
CI -4A TO MH -3
1092.42
1091.99
70.65
0.60%
36"
RCP
MH -3
SPH -2
SPH 2 TO MH -5
1102.00
1101.25
60.09
1.25%
18"
RCP
MH -5
MH -6
MH -6 TO MH -5
1094.74
1093.59
191.35
0.60%
30"
RCP
MH -5
TW -1
TW -1 TO MH -6
1102.35
1102.05
20.48
1.46%
8"
HDPE
MH -6
MH -7
MH -7 TO MH -6
1095.54
1094.84
166.03
0.42%
30"
RCP
MH -6
GRADING L EO]ENO
EXISTING NOTE
TYPICAL NOTE TEXT
PROPOSED NOTE
- -20- -
CONTOUR
NAME
TYPE
LINE
5
SUMP ELEV.(FT.)
SPOT
C516.00
TC 516.00
TO 5154 OR ,16;4
ELEVATIONS
BE
BC 515.55
ST
STORM
ST
LABEL
#
- - - - - - - -
STORM
BM H -1
_
SEWER
°``
(,,,D,,,.)
STORM
i O \t
(0// ®;
MANHOLE
I,
,_-
(---)
STORM
O
°
CLEANOUT
BMH -2
96" PRECAST MAHOLE WITH SOLID LID
CURB
1086.30'
INLET
x
YARD
BMH -3
INLET
❑
INV IN = 1090.30'
SAW CUT
LINE
•------ - - - - -•
jT
OCONTRACTOR SHALL ENSURE 2% MAX CROSS SLOPE AND 5% RUNNING SLOPE FOR ADA
AREAS.
OCURB TAPER. (SEE DETAIL SHEET.)
OPROPOSED STOCKPILE LOCATION FOR UNSUITABLE SOIL. CONTRACTOR TO DETERMINE
EXTENTS AND ADJUST HEIGHT AS NEEDED.
11 %. � NOTE .
TO THE ROADWAY IMPROVEMENT PLANS
FOR ROADWAY IMPROVEMENTS ALONG INGRAM
DRIVE AND 5 FORKS STREET THAT INCLUDE BUT
ARE NOT LIMITED TO RE- STRIPING AND
ROADWAY WIDENING.
I I
It 1
OPROP. EMERGENCY SPILLWAY WITH RIP -RAP. i I r It '
' r 1
OE PROP. ENDWALL WITH RIP -RAP APRON. ± I 1 ^�
I IN "`
OPROP. RISER STRUCTURE. , I ,''I I1 I N
r 11 / r, r � a, I 112
r /O PROP. PERMANENT CHECK DAM. /1 ,/ + / / °I,,' 1120
/1r ' €' � 1119,, -•°" rr
f f ; / 1�d
''y 11 1 / ° � t1 1118
T.B.M. ~ , ti � ,r.:` , 1117 1 ' I
COVO%7E MaVUMENT Ar A- 917.843 AND E =1,594718
AT AN aEYAwm a, 1foS35' NEST o' sr1E av Nva4AM Dmw- ~ dr / r 1116
,d /
' °,d / 1��J IFPWI - 1115 ! i
___ °111 ,I ~I .--°r 1114
'° ~~ - 1113
___------------------ ma, 1111 1112
J
- -- 1117 ^� ' f l 1110 ✓ ✓ I
- a~ 11109 ~ ..-- !
GRADING NOTES
1. THE CONTRACTOR SHALL REFER TO THE PAD PREPARATION NOTE PROVIDED ON SHEET C -2
I GENERAL NOTES BEFORE AND DURING CONSTRUCTION.
1 ,
A i i i} A i 2. CONTRACTOR IS RESPONSIBLE FOR DEMOLITION OF EXISTING STRUCTURES INCLUDING REMOVAL
t 1, , j I, I ,I OF ANY EXISTING UTILITIES. UTILITIES ARE TO BE REMOVED TO THE RIGHT -OF -WAY.
,'` 11 `i it t} ` Al 'A ', } 3. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND /OR ELEVATION OF
} i f t ' O t i 1 } EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY
1./ CN ,",y�cy co' ,y Cp' i t 1, 1 ', COMPANIES, AND WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS
i ^i`°t •- i 1 + i ` i A t NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE
�`Lk ' t �` i It t i , s t APPROPRIATE UTILITY COMPANIES AT LEAST 72 HOURS BEFORE ANY EXCAVATION TO REQUEST
`� 4 �a i + i r ; t i s EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO
I 112 `� N ' � s ; , � i i RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS
± c`} I{ ^ y + 1 t , SHOWN ON THE PLANS. 11
✓" .-' t i I `t �i k tt yt `y i' `} ry 974 �7
=t
, t� , , t i ` -- i = 3. ALL CUT OR FILL SLOPES SHALL BE 3:1 OR FLATTER UNLESS OTHERWISE NOTED.
I 1 t' t, 'i ii ', A, `�` i i t, 'y t 1} v 4. PRECAST STRUCTURES MAY BE USED AT CONTRACTORS OPTION.
I 1 i' I i t i F", 1 1 i _"
', ; ` \/''.� -, s ', A ' ', 4 ', 5. STORM PIPE SHALL BE AS FOLLOWS UNLESS OTHERWISE CLASS III RCP (ASTM C76) WITH
A i � ~~, ,�- i� It, 't t� i Sz RUBBER O-RING GASKETS.
A, y \ ,, `, , 1 i t i 1 1 Qo A , ,` 4�f,� i `, ! 't i` 1, i' ti 6. EXISTING PIPES TO BE CLEANED OUT TO REMOVE ALL SILT AND DEBRIS.
`, ```, t "4, 3 t , ,, y t i t -�
`��; 1, y `t *-•,:, } � '1 ; ; i , ; 7. EXISTING GRADE CONTOUR INTERVALS SHOWN AT 1'.
♦ ♦,i It tt f i{ Z--. ? 1 j y j 1
I jj O` it t ; i , � A j i tb ; } A I- I % i' 8. PROPOSED GRADE CONTOUR INTERVALS SHOWN AT V INTERVALS.
, i, i ,, t --7-� t t y it 1 1
I I I I I i t, i i - ; 4t ,i , i I 9. IF ANY EXISTING STRUCTURES TO REMAIN ARE DAMAGED DURING CONSTRUCTION IT SHALL BE
_ - -- 1�4 \.0 d __ \, i i I I I I `m 1 i + i s THE CONTRACTORS RESPONSIBILITY TO REPAIR AND /OR REPLACE THE EXISTING STRUCTURE AS
, -�___ _ - 108 .� / r 1106 f ,� 1, ~�_• --' r 11 I �I i I I I i I i � -n i i i 3 NECESSARY TO RETURN IT TO EXISTING CONDITIONS OR BETTER.
,/ l ✓ Y I i i , r r! t i t ,'
• - - 1101 , i'� , I r j 1;, t I I I I i t4, ,
�' /__ I / t t � , t , t I , i I I I r I t �, s i 10. ALL STORM PIPE ENTERING STRUCTURES SHALL BE GROUTED TO ASSURE CONNECTION AT
__I 1 \1 - ,' f to ' _r A ; <�st, 7 + i M i i + ; STRUCTURE IS WATERTIGHT.
a �- , -_ t I °.. t I I I I 1 I I e., U, i i
I ' - -'�♦ `,♦ , tl I ✓' '_ \\ \, ; / } ' ' , , I ! 1 i , , 1 i ,� - 11. ALL STORM SEWER MANHOLES IN PAVED AREAS SHALL BE FLUSH WITH PAVEMENT, AND SHALL
I i 1 i p „, 1Oa '` ~d d,''~ ,� .\ , t + , , ) _ t ) ! 1 , , , s `` , { , ' 3 `,� HAVE TRAFFIC BEARING RING & COVERS. MANHOLES IN UNPAVED AREAS SHALL BE 6" ABOVE
' ' fio G3 -, °' ♦ do a +' ` ' \ ' t ' i i i ' i I i ' ' i I i , ' FINISH GRADE. LIDS SHALL BE LABELED "STORM SEWER ".
r r + h i GO / I \ , r t , ! t, Cs 1
-�,~' 1 / ' , r i I , 1 , i 1 i h I
I ! *. �• ' / ' t `\ - d , I /' t / ' ' i I 1 I i i i 1 i� r11
O Q �, ` °I I I V0 r i ld 1 `\. mod'~ > I' r' ,t I . J i I i i i ( i i i 12. THE CONTRACTOR SHALL ADHERE TO ALL TERMS & CONDITIONS AS OUTLINED IN THE EPA OR
*,, ) i , I s i i \\ ~' ~~ Ir It 1 i i i I i i I' i a 1 a
I I 0 I , t , r o ~ / J r I , I I , I , APPLICABLE STATE GENERAL N.P.D.E.S. PERMIT FOR STORM WATER DISCHARGE ASSOCIATED
I , 1. t } t ..•°•° ` r / t I i ! i 1 ! 1 i , i 1
''�ly I t t � r , , } i i i 1 ' ! I i i I i i I WITH CONSTRUCTION ACTIVITIES AND THE SPECIAL CONDITIONS, SECTION 8, ENVIRONMENTAL
11 I" I o i } / / i f, I 1 1 1
d' i I ' `` I i -_ ,t /// /,' /+` t r ; Vt ) ; i i s i 1 i i COMPLIANCE AND STORM WATER POLLUTION PREVENTION.
d d. � i r i �., ! i t i -,-,.. °' - \ //l / "I fI / t I I ` t i t A i j I i i i I I 11
' ~d !,d ~' ' , t , ti,, , ; i I' /; II I/' C \ I 1 i A i' i it ii It � } !t 13. CONTRACTOR SHALL ADJUST AND /OR CUT EXISTING PAVEMENT AS NECESSARY TO ASSURE A
------ /° 1- ti _ / o I, / / / / i i i i I , i i i
r� d t r r , ' t , t 1 SMOOTH FIT AND CONTINUOUS GRADE.
\ , +\ y r , I / ' 11 ' ' t ! ' i + ' 1 i 14. CONTRACTOR SHALL ASSURE POSITIVE DRAINAGE AWAY FROM BUILDINGS FOR ALL NATURAL
1
d~
1104 -- -
- - AND PAVED AREAS.
-1105 / J
r d' r it /
/ / / i I i i i{ i , ICI
r' / / I / / / , ' i j 1 j 1 ' , i i
' ( } + % ,% ,I` /` 1106 i i ', 'I I i ' i , 15. TOPOGRAPHIC INFORMATION IS TAKEN FROM A TOPOGRAPHIC SURVF_Y BY LAND SURVEYORS. IF
d / _._ �, ✓ // f I ^ ! 1 ✓ // /~ ,/ t f i , i i i { ! , I 3 1
,-' . _ - - °)�O� J 1j� -- / �y 1 i ( 1 - / , / ; / / , - ' I + i + , i ' i , ' ' �` ` THE CONTRACTOR DOES NOT ACCEPT EXISTING TOPOGRAPHY AS SHOWN ON THE PLANS,
, o f € j f 1 i I i I i t i i i i
't / ; ' . - ,' i -,-~ / ,I / o / / ,' '-� - t i I , 1 i i t , I I i i ` WITHOUT EXCEPTION, THEN THE CONTRACTOR SHALL SUPPLY, AT THEIR EXPENSE, A
i -- , /, /' y I � /, 11 /, , / ,/ / ,� II , ; , `) I r , TOPOGRAPHIC SURVEY BY A REGISTERED LAND SURVEYOR TO THE OWNER FOR REVIEW.
``, ``♦ ``, ,' /' ' i ,,, s'•' �•� ,� r I t r r , �� i i i i t I i i i
I ,\ / / _ / ��o 1 Ate, - f,, / If If ,f J //' / � t 1 1 i a 1 I r 1 r ; 16. ALL UNSURFACED AREAS DISTURBED BY GRADING OPERATION SHALL RECEIVE 4 INCHES OF
�� _-- r�6 - ~' ,.. -•.-- � / / , , / } ' ' i ' ' , i i ! I , r ; TOPSOIL. CONTRACTOR SHALL APPLY STABILIZATION FABRIC TO ALL SLOPES 3H:1V OR STEEPER. 11
\ 1 ; r _ 10� _ - - ` - -- J � / , / / ' 1 � 1 1 1 i i i i ! 1 , CONTRACTOR SHALL STABILIZE DISTURBED AREAS IN ACCORDANCE WITH GOVERNING
V 11 � ``,\ �`., , "I �00� ` - -! - / /,'� ` , 'd / J }t �\ y �l ! E 3 3 i SPECIFICATIONS UNTIL A HEALTHY STAND OF VEGETATION IS OBTAINED.
c/ \.� ='mil / ` \ , i/ , ....w• , ~r~ '° _- / , !/ \, , i , j ! t , , f I t i 17. CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE GOVERNING CODE AND BE CONSTRUCTED
\`� 1 1�_ \ ~ 70c9'° r- 1 llr / I'/ ' "' / 1105 i i ( i I + i i i TO SAME.
♦ .- d� to '�!/ ~' I i t ( 1
` ♦ .... .-.`- .d""• \ \ r' }' ' ' - .._._.... 'd' ,d''' ,'''' /J r / -^"", 1 1 I i i ' I 1 1
�__ � �`,, ''� Z ° '\ ' / j'/ d'1 11 ' TC 1105.09 � : / `1 '' i i i ! 1 i i t 1 18. ALL STORM STRUCTURES SHALL HAVE A SMOOTH UNIFORM POURED MORTAR INVERT FROM
I` � d/ "\. / BC 1104.59 dd'` , / ' /, - i 1 r i ' ! !
, t G 1102.47 /° I ' 1 \\ '` e ! t t' i t ( i
I fi , G 1102.47 ' , _ _ i
cc I cc ,
/ , r i y }t, INVERT IN TO INVERT OUT.
o °' ; ,` '' d d'~ TC 1105.55 703 � '` ~' ~ ~' : % / ,' -'' \° c i + ' ��
/' I / J , r° d d r' r ✓' a l 19. CONTRACTOR TO ADJUST ANY EXISTING STRUCTURES TO PROPOSED GRADE IN ANY AREA OF
(BC 1105.05 ~ r r'd \l,/ / z ; i °''�'� `' PROPOSED GRADING.
.--------
� -M �\` `' \ ✓ I-°'"- -, ` / /' e /'/ . : ' TC 1105.42 =' .,,ti`'` �� '" \M1 ' ri d/ ;- _________-'____ __ Yom. - -- -'`� i ' I i L' '.i . 1 rTj� LC
�•'�`-' -� �i '' .-•-.' "''- : : : °i9 d: ~ ~~ ' ( " BC 1104.92 /. ~ ~~ / '`"`.F ~ '' / ' ~ ~~ ; o co / dd t + i t 1
�! � s , Y t / moo o \r' /~ I - - i I c i1 1 916 20. DESIGN AND GRADING PERFORMED WITH "REVISED INITIAL GEOTECHNICAL EXPLORATION
IO \ \, '` ~ as / / o ° - ) ° , - < , d ' \ X y ✓ `- � o ----------- � ( s1 �t i�' , %2? REPORT PROPOSED SUPERCENTER #6789 INGRAM DRIVE AND 5 FORKS STREET KING, NORTH
_
\ G 6, ; c:� , /'/ Oq __ _ -- - .�CAROLINA" PREPARED BY S &ME S &ME PROJECT NO. 1051-13-348,07/11/14 USED AS REFERENCE.
1 0060', - ~'/ ~ �, I, TC 1105.95 , '` ~ sow d� / - - - __ _ rt Y i I, ; d LTS�
d o ` , , ' TC 1105.18 \ --- -' ! I i i r , t
--. '1101 - d'- 0 t)0 0 0 / ' BC 1105.45 ,' . _ z 6' l a BC 1104.68 �� dd ! _ _ - / - -- ' ' ; t I + j ,t
- - -� � � -lot~ 11102 60 ,N " o ° 09g , TC 1105.94 , ,/' .I -' ,. d TC 1106.10 d \ '°-- - ,•.._.., - -1120- - - -1101 ' 1 1 ; ; ; I 'r
- a 3 0' ° ' STM BC 1105.44 �`'o r BC 1105.60 _ '' r'i 1 1j i \j j(,�j
µ` r -11!1.2 1_ F110 ° dd ' l ,/ /lOg4 CI 7 ,/ d,''~ % 'dd .1105 / ?`d \ \ - - + ; 1 ) ` { €J {,
���QQQ 1Oa - f I ,~ STM ,d \ \ `\ t / t } i
` - - - - - -- ~~ ' r ` 7097 ' r ` ' H 5 ' % \ -- - - - - -' -' \ ' I I } t
'`, - _ p� I' / r` '� ' 1$f 35' - 30" RCP @ 0.60% \ \ 1 5 j f! t
I o� ' ,11`09 0.6 /o ,' TC 1106.41 \ \ � 1} I II l l // fr r1
• r - --
I L00011111111 0a `- ,,,,. -, , / ' ; J .'/ ! ��p ; / �' , '/ ,•' BC 1105.91 __ --- _ __ - -_- \ \ / / . . ,-r 1' I ' 1`
I as 'd /' , ' r'' / / ' G 1106.11 -W - /I G 1106.45 / , /,' 1106 ,, _I \ �� --,.-- t /// ' �; j i r, II
/ '` 'I / / ,' °°� : ' .� G 1106.65 I,f 1 N l ; 1191 -, -�. _ \� ----I.------ 1108 - - ��,, t I, I i t i
en - ' / J' / / ,' / �. G 1106.79 r , ^ / �• \ ____ /, / \ ' I 1 I {
SpN -f -`- -1114- '` /` ' °q /; / +' G 1106.84 /' /' 14.04' 6" @ 1.00% SAN �� \ \ I r I I l
MH5' {_ ___ _ / ' / ,I / / r . ____> - I f
104 1103 1102 1101 1100 1089 10g8 109 1096 g5 94 93 '` , / / oo 0 / Ij ,/ f G 1106.55 V • \ I ,/ , t r
/ ` , , / G 1106.81 r' ` ` I ,
10 10 10 10g2 ° 7089 BOO // / o L I,' / Xe o ` / G 1106.00 G 1105.89 STM TC 1106.75 - f' ° '/ ' / ' ' 1
p OrO r , / / o , ~ mod~ H 6 Ora �� -' -~- `` taj , / ,
1081 / 08 o9j 10 ,f i / // !f' o ,/ 5.01' 6" @ 1.00% o G 1106.00 G 1105.59 BC 1106.25 ^'` \- / - -' / // / I
r b' io , / / 1 SAN I 4 '° , }~" r I
10g0 ~ �oe� ` 9� 1 M I'r G 1106.45 1r' ` r,' CO2 1 o - - TC 1106.72 �� `'� ~ \ /, I r /, +
~ 89 ^o ! /, IJ PH- SAN G 1106.89 G 1105.62 BC 1106.22 -' - G 1106.11 ---,_ \ - I, , J / r'/ l
d10 1- G 1106.36 0 -- , €
, TC 1106.53 % r - r � __ M1 °� •.-'' \ -,. �. ,. 7 ! r t
,/I J' ^°� BC 1106.03 A t �I /� I, BLDG "r o TW \� `"' 7os N ,� r r 1
7 / r, 1106.00 \ `\ \ / , '
8� , t ••• ! I' J`, / /' 20.48' ^ E @ 1.461v ~~ . -- , i t ' III
I •• t , r g-
♦ f , / J -1 G 1106.50 /' I
/ ' o • • G / r , 5. M 1107 3 €
IJ o 1 .R /p F 1 , I, o - r� ``\� TC 1107.29 110 !I /I t
1p86 1p85 10 1083 082 q81 ' 1 rn 1 € / I� ••• G 1106.78 ' , ° -___ ___ ✓ 16`03 -- 1 BC 1106.79 /' 1 11 1 1 0, I ••• / I / - - • • 3 " - 1 �/ / i I
/ : ,' o I • • ° / / 1� -~ :;.: :, G 1106.90 / i o RCP' -v _ i / II A III
f
' �o / rn ' G 1106.80 • f 0 • - @ 0• ' • TC 1106.76 j ,` ` , I'll ' , oo , Ii o , 1 G 1107.00 -.--' er 4?/ i \ " BC 1106.26 ' ~ ~dd /' t / t // I 1, .�
_ ,
s f
\\
1 d. --
It , o°j i \ A \ \ `,``- , - -. _ _ °' . _ "�- `� • G 1106.20 1106.82 \ , / c� 11 J J J 1 _ / �/
4 , - .. -
I
r \ __ 17' • G 1106.46 0 r t
/ 2 0 /o \ \ :.. fit/• / r
/ STM / jG 1106.50 ,
1
--
-
.-
J / /
t
PE m 63 _ : l o STM
i
## ' < 0 1 G 1106.51 . 31. HDPE 1 1.44 \ r f 11, ST '""
--
I -
v \ , - _ . ✓' _ TC 1104.60
_x
o \ ✓ . A. / , 11 \ \ , - -" - - - - A BC 1104.10 1. ` ,d ..
//
Q
G 110
Y
t
o --- _-- -- - - -, dw- ------//IV _ »_
rn \ \ ` ., , \ , , \ �, -__ - - -' �.• , MATCH
: _ _ti
o , - I ; ..: -' ' ' .: G 1106 50 �. • 3 / TC 1105.27 11 ` STM \ \ \ \ - _ - : f , : - ' EXISTING , 11
o ` •� E C1_1 +, \, `" ..,� .,. . --•- < , _, ri . - ,d STM �O d ~l TC 1105.39 I BC 1104.77 11 I rn N \ \ - ^ _ : ,' �__- P o CO �, �OS ° 7 1104.36
o ` o \ _ .,.,, -i . , , - /o BC 1104.89
` TC 1106.15 \ _ . d , : I
, - =
\� _
V •- -.-... -- - / - .. p
11
22.16 - 8" HD 3
43 C 1 o G 1106.51 -- -- - - - G 1105.67 if ,_
BC 1105.65 -1 i
o 15 - - - - -
o ♦ \ y -_- STM
rn
_ S
N
.. ... d
1
7'
\ ° TC 1105.99 `\ _ -,.- -..�- / \t _- __•=.. - , 11 -I- -� -.. / ' \\ - -W °- 105.67 � TC 1104.90 1
o , BC 1105.49 \ , r
- ___, __ ---- , -_- . - TC 1104.90
rn . ♦ o \ _ ___ _ _" . - - p . - - !G 1105.25- t
o ` rn ` 114 G 1 BC 1104.40 I
41 N
- r -�
` , a `_- - - - - -- __ - - - , , --`"' - "\ o ' BC 1104.40 MATCH
`\
_ _
\ , ,
_. �w --
I _ _- - __ - _ "- , - _�__ , EXISTING i 11 I - -1- ' -~ .. '1� � `�~- - -_ 1104.37
y oo , \ , I ` \` ` \` 1,. : o ' °~ o TC 1104.53 / 11
I
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a
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I
C\ USE6\JWOOM\MPOATA\ LOCAL \TWP\PCPUMH- i- 36 \NCCIMON - PtAN SU.M MWM W.. JWOMW 1.07.15 0 1:37 P4 W SAVED Bf
It / I I /
__ 10 _ ��; - ------
a °-- ♦ \ / ,
�, - - ___ •.,x rr•..,, �;::: --- _--___ - Y-,_ -- .. _M.. .._ -__ �, „ � .,, . . rl TC 1105.92 J
_ _ __ - _ _ G 1106.27 --
- __ �1r°•�. -.__ u�w ° ".r �'� \ ` ham`. �\ `\ .�`\ `* ` `k \ 'irn ?. BC 1105.42 r , i 11
\ - -___ G 1106.75 _ __ _ __
_I - - w- ,: - --�w_
,
9r•�g5 a ` ` .\ `",, - \ \ ` \ 3 , ,. 1 , r r / 1103.23 , ,
_ µ- /[!u," •- S i� ' ,_.. ...._,,. ,- _ -• ^A " \.,,. ♦"`t ` w b,w \ \� \,,,,,f ',♦ 1 t 1 0', IJ t f , I<r r
,. r - __ ` \ ' °�' \ ' -. Gil \ I + / , / 1 1
G 1105.90 __ - - �'►' \ \ �z t t r / I' ,
_ - -' -x
` -
_ - _rM 1
G 1106.07 _ _____ _ __ -____ _� \ ✓ , r , `' �% �. \ t \ \ r / / f JJ / r
�\- t \ t r4 0 ,
}t4 \ __ _____ / t i r r t
o __ _ -r T 1102.68 !
_____ ______ - - - . 1 `," \ , \ STM \ C / / 4
-
\ 1 _ _ _ _ ' �� �ti t t C3 , I r
e ° A I 0 ~ x`115 �- �^ ° _ \ } + ..,. �' / ti4 t t t BC 1102.18 r ,
m _ !1P ' _, _- �w -- } , `� `� \ ..1 i i 'i l CI 9 ° \ °rf / /` If 1r' ,r i !
11 G 1106.75 �� t r �' °` J' ` '`l, ' t t e \ ' r r �h / / , / ii i
w
t_ _ _ - , \______________ G 1106.34 ®- --• -- __ _ - -' " +� : r / Ir 1 t k i \t \ 1 r , c J € , r r L J r I i
` ,_--- "'-,,, ,... _ - .. _..t t "-,-.1 1 }- , , 1 1 , r10 IJ IJ r J , 11 v
} , ' - STM ; - - ,_ -_ _� _ -- - - - - -: ___- ._-`'�( _ E II d'` t t i t �i 4" � 11 rrST f r MATCH J' i I
____ _______/ _ -`• G 1106.70 - -_____ _ _ - _ _- \ i it , t (} a" i t , 2 , M , ,
- - _ H- / ^�``~ __ , G 1106.86 � . ` __�_- _` ",'�' ' Est i ! i t c s ; 511 I J EXISTING J' i
_ _` _ _-_
_ \, ,1 s, } 4- t4 1 1 1 1, PH f I -R r r 1 i 11 - - - -- G 1106.17 11 7 /' " ,_- _> _ ___ _ ___ _ _ ~ - -- /t /.� J� /. ,' I t ' i /4 /o / 1102.98 C7 + , E
_ \ t 1 r °_ �ti / -------- _ 7(i�13.�_ � G 1106.34 - - -- ! . - -.. w Iflt i I r / r r / , , / r 1 !
r�
'- -. ``,.._____--- __...,....,... - -.-,.. \h \.: i .- .7,, Ili! It J 1 \\ C✓ 1 p r II t I 1
j _____ __________ ! u r R/ . J t 1
J , ___ __ -�`^� ~ -- _ �� > I j tf' rJ r ,o • • , / J / r
__ � - - -- w i / / _ _ I /
_ _____ G 1106.86 _ �%`,� , r-i t y , Ir I
I i ! , : - ° °- P Z� 1 -T1_ACT0 2__- ,,�,__ _ G 1106.12 w- - - -- ..___w -_ "o l/y ," t t s r r ' / t v v v / J +
/ / -- ______ G 1105.83 �, - - _ _ __ _ -a s f, t ! I t t r 1 f t qy, / `1,Oy \ t A f 17�•3�° / r r r ,
_- 1 L S,NV /F "'_- / i M a 1 j !' / `\ 4 } I J t
/ 1® �7 ' d "' ��� `� �JJ , 1 i s' ' ` % 94' 18" CP OC�% IJ % i
I ____ \ rST ENTURES�LLC -- - "', G 1106.70 . 1 , � ~w 1 �NG 1106.18 ' � TC 1105.75 \ TC 1102.94 € G @ ,f r' l i 3
1 - 1 t
11 - i i i i u / 1 ---�+. �______ _ - 1081 ` _____ __ \ !' � �� G 1105.89 ^� 1r -� \- �W . _/ ,/� 1_ ', 1 \`` \\ \ \ \ \A BC 1102.44 4• / i/ r t ,
' , I i I ____ ° �� �9 �' ` q / I w _ �' Via' 1 1, . BC 1105.25 ••• / J J t i 11
STM t 1 , !- API • 59910ii 2 ~' "\` - -- ` ;, �.�,.. w-- `" -_ -_- • - ,° � - MATCH , 00 `
1 i , € € r t 1 �/ - -.. ° , . - \ TC 1105.91 r . , . -_...
\ Q'.>.� - -, / G 1106.75. , /'. y.- •„` i , v Ora \ \ 1 I , / , , , .,
+' \ p,/ + ' t \'� TM BC 1105.41 / 1. / EXISTING t / `, r
t 1 , ARE os 3 75 QIr�1C. , 1
1 , t G 1105.34 \ --z _____ , \ _ -__ '"�Y , CI -1 ° - ,
' i i i _ , \ \ -' ' -J ° _ r ° i \ ,\ ( 7f � / 1102.91 \ `\ , 1
" C , ! I i i , t RESr,DENTIA ,� ``G %� / \ ,/- / °- ° - STM ;f``'x" ` y TC 1103.15 , r �0 i - `- I ; `\ 1
i , , "t TC 1104.80 r
1 1 i \ \' \ ' , ".`, ..d - - '� ° 1 \ _ BC 1102.65 s r! 11r °7 J ° I ' : \ 'i
r s 1 BC 1104.30 \ /'° J' RL -2 ;:, °,�'�:f -, f _ _ a STM STM i / r f I / 1 - �-
,4 TC 1106.00 '
, i STM /�\ 1. §t-, ' f \ "' "::''"°f''.`: _ r r
1 MH- TC 1104.65 �``. -1 \ rev, - G 1105.34 - G 1106.34 -- ~ - - - - -_ x' V,gl�„ a�;.', ° d f '~ BC 1105.50 O , f MATCH rJ .1 /
, 4 -�-• ~ l �.�-.e�•,,�,�., w• 1 ______ _-� MH , / '° I -R t �,T I o %- r 1r t t BC 1104.15 �~ TC 1104.82 ^ _ 1 ____ _______ - \ - -- o' .'/ ° yw .�, ;',:� _ - 'y -' it TC 1106.23 \\ t J ' + i , i , / r, ; ` 1�
, @ _ - ,� f ° \ , ,/ - " `4 x :r�,- '°C -�N _ \ , t Y t EXISTING r
s i , TC 1104.69 BC 1104.32 ; ``~ \ 1 -- j , \ % __ - ` - Sl G 1106.75 " °`r 1 G 1106.34 - - - / , /
r , __ `" :� BC 1105.73 - \ 1 I ,
i m BC 1104.19 \ \ _ , / ,' - __ W -,,,.. ',,�. •r^- '.- --'''• *^° �,,,• -cs" 't i +r I ,9 1! o, 1 1103.03 JI: , .
s;. , :.; _ r l ,
! 1- TC 1104.68 � \ , , �� G 1106.34 .11` , =u' l �: _ a f T ,,� \ t , , J f
' is , ,~ \ r ' ` \ ' -- >> ;; `' G 1106.50 f -<v S2 : ! / € / t t
I p� , BC 1104.18 -' ~ \ _..-• ✓ r \ / . �„ - -- - - 7` I t r J !'
�.. "_ /
i! i ! ' TC 1104.63- - >" \ d r+ / \ `\ ,' 110 /' ; \; ' ` TC 1106.84~ ; G 1106.70 a' , f I € ! 1 f / t r } / / ,
I , ! I t \ TC 1104.76 , 1 . -- __ I, / \ \ d � -d '�J .� ' G 1106.65 'dj - . ~ , >r r 1/ , t ;' ' /
' I 1 0 1 BC 1104.13 \- -- I ' ' "\ `\ \, - G 1105.84 % I--- �_ "" BC 1106.34 .--•,/ t �� �u /� x� % Ir J � r/ } J //I � ,/ 30 15 7.5 0 30
I Al BC 1104.26 , / / , -- t _ 1 °� ` > �' "-
-J ,' ," j i t` TC 1104.50 -- 11p4 " � I , // O ,
II 106.32
\ \ - , - 1�' _- -' `,11 TC 1106.84 3S 8� d g Ir / MATCH I
- �' lit 1106.41 BC 1105.82 r r 6
\ \ a �'\, __ __ �_ - a BC 1106.34 pC`' r r / / ,
/ +' i ` BC 1104.00 lyM1l , -' -; _____ AO, `� TC 1103.84 I, , \ EXISTING
� T-7/V - - - - �. BC 1105.91
&�' / ' /� TC 1104.88" - -'- __- ° P TC 1106.37
.-A ,b,• , , . 'i - `y TC 1104,50 � 1D$ R(:11nd RR _ _ - - - - _ _ _ -~ ^� _ \ ,---- A\\����_ - ~� � r1� _ G 1105.90 ��� -�~�: _ f-- - - ✓ T( 11D6.R7 ~. , ��P TC 1106.50 � '- / Rf 11n�iR7 BC 1103.34 �% ! p I _/ 1 " =30'
.
STORM STRUCTURE SCHEDULE
JBW
RIM ELEV.
CHECKED
KJC
NAME
TYPE
INVERTS
SUMP ELEV.(FT.)
SCALE
(FT.)
JOB No.
BE
FLARED END SECTION
1096.86'
INV IN = 1076.82'
? ? ?'
INV IN = 1082.63'
BM H -1
96" PRECAST MANHOLE WITH SOLID LID
1104.37'
1077.61'
INV OUT = 1077.61'
INV IN = 1086.40'
BMH -2
96" PRECAST MAHOLE WITH SOLID LID
1104.71'
1086.30'
INV OUT = 1086.30'
BMH -3
96" PRECAST MANHOLE WITH SOLID LID
1106.55'
INV IN = 1090.30'
1090.20'
INV OUT = 1090.20'
INV IN =1092.65'
BMH -4
96" PRECAST MANHOLE WITH SOLID LID
1103.39
INV OUT = 1092.55'
1092.55'
INV IN = 1088.62'
CI -1
STANDARD NCDOT CATCH BASIN (840.02)
1105.31'
INV IN = 1091.82'
1088.52'
INV OUT = 1088.52'
CI -2
STANDARD NCDOT CATCH BASIN (840.02)
1105.6 6'
INV IN = 1088.98'
1088.88'
INV OUT = 1088 88'
INV IN = 1089.91'
CI -3
STANDARD NCDOT CATCH BASIN (840.02)
1105.76'
INV IN = 1100.56'
1089.81'
IN 'OUT= 1089. 1.
INV IN = 1094.96'
CI4A
STANDARD NCDOT CATCH BASIN (DOUBLE 840.02)
1100.83'
INV IN = 1093.50'
1092.42'
INV OUT = 1092.42'
CI4B
STANDARD NCDOT CATCH BASIN (840.02)
1099.43'
INV IN = 1094.86'
1094.61'
INV OUT = 1094.61'
CI4C
STANDARD NCDOT CATCH BASIN (840.02)
1099.60'
INV OUT = 1095.19
1095.19
CI -5
STANDARD NCDOT CATCH BASIN (840.02)
1101.68'
INV IN = 1095.85'
1095.75'
INV OUT = 1095.75'
INV IN = 1096.73'
CI -6A
STANDARD NCDOT CATCH BASIN (DOUBLE 840.02)
1102.44'
INV IN = 1099.32'
1096.23'
INV OUT = 1096.23
CI -6B
STANDARD NCDOT CATCH BASIN (840.02)
1105.39'
INV OUT = 1101.00'
1101.09
STANDARD NCDO I CA TC H BASIN (84U.UZ)
1105.29'
INV =92.83'-
-1092 73
CI -7
INV OUUT T = 11092.73
CI -8
STANDARD NCDOT CATCH BASIN (840.02)
1105.29'
INV IN = 1096.51'
1096.01'
INV OUT = 1096.01'
CI -9
STANDARD NCDOT CATCH BASIN (840.02)
1104.59'
INV IN = 1098.96'
1098.66'
INV OUT = 1098.86'
CI -10
STANDARD NCDOT CATCH BASIN (840.02)
1105.90'
INV IN = 1100.85'
1100.27'
INV OUT = 1100.27'
CI -R1
STANDARD NCDOT CATCH BASIN (840.02)
1109.02'
INV IN = 1105.75'
1105.65'
INV OUT = 1105.65'
CI -R2
STANDARD NCDOT CATCH BASIN (840.02)
1111.03'
INV IN = 1106.85'
1106.75'
INV OUT= 1106.75'
CI -R3
STANDARD NCDOT CATCH BASIN (840.02)
1113.75'
INV OUT= 1108.95'
1108.95'
INV IN = 1096.19'
CI -R4
STANDARD NCDOT CATCH BASIN (840.02)
1102.65'
INV IN = 1097.64'
1092.76
INV OUT = 1092.75'
CI -R5
STANDARD NCDOT CATCH BASIN (840.02)
1104.39'
INV IN = 1099.37'
1099.27'
INV OUT = 1099.27'
CI -R6
STANDARD NCDOT CATCH BASIN (840.02)
1110.29'
INV IN = 1106.25'
1106.15'
INV OUT = 1106.15'
CI -R7
STANDARD NCDOT CATCH BASIN (840.02)
1112.51'
INV OUT= 11 07.43'
1107.43'
CI -R8
STANDARD NCDOT CATCH BASIN (840.02)
1102.08'
INV OUT = 1096.74'
1096.74'
CI -RE
EXISTING GRATE INLET
1108.42'
INV IN = 1105.02'
1105.02'
CO -1
48" PRECAST MANHOLE WITH SOLID LID
1106.61'
INV IN = 1103.51'
1103.41'
INV OUT = 1103.41'
CO-2
CLEANOUT
1106.55'
INV IN = 1102.05'
1101.95'
INV OUT = 1101.95'
CO -3
48" PRECAST MANHOLE WITH SOLID LID
1105.95'
INV IN = 1101.39'
1101.29'
INV OUT = 1101.29'
CO -4
48" PRECAST MANHOLE WITH SOLID LID
1106.61'
INV IN = 1102.10'
1102.00'
INV OUT= 1102.00'
DI -1
STANDARD NCDOT DROP INLET (840.14)
1103.76'
INV IN = 1098.23'
1097.48'
INV OUT = 1097.48'
DI -2
STANDARD NCDOT DROP INLET (840.14)
1104.29'
INV OUT = 1098.63'
1098.63'
DI -3
STANDARD NCDOT DROP INLET (840.14)
1102.00'
INV IN = 1097.84'
1097.74'
INV OUT = 1097.74'
DI -4
STANDARD NCDOT DROP INLET (840.14)
1101.00'
INV OUT = 1096.79'
1096.79'
DR -1
POND DRAIN PIPE
1081.71'
INV OUT = 1080.00'
1080.00'
MH -1
48" PRECAST MANHOLE WITH SOLID LID
1093.00'
INV IN = 1087.87'
1086.17'
INV OUT = 1086.17'
MH -2
48" PRECAST MANHOLE WITH SOLID LID
1105.31'
INV IN = 1090.81'
1090.71'
INV OUT = 1090.71'
INV IN = 1091.99'
MH -3
48" PRACAST MANHOLE WITH SOLID LID
1101.79'
1091.89'
INV OUT = 1091.89'
INV IN = 1093.59'
MH -5
48" PRECAST MANHOLE WITH SOLID LID
1105.71'
INV IN = 1101.25'
1093.49'
INV OUT = 1093.49'
INV IN = 1094.84'
MH -6
48" PRECAST MANHOLE WITH SOLID LID
1105.45'
IN IN = 1102.05'
1094.74'
•
INV OUT = 1094.74'
INV IN = 1095.64'
MH -7
48" PRECAST MANHOLE WITH SOLID LID
1106.58'
INV IN = 1096.06'
1095.54'
INVIN= 1101.50'
INV OUT = 1095.54'
MH -8
48" PRECAST MANHOLE WITH SOLID LID
1105.77'
INV IN = 1097.04'
1096.94'
INV OUT = 1096.94'
OUT
FLARED END SECTION
1080.50'
INV IN = 1079.00'
1079.00'
PE
FLARED END SECTION
1089.89
INV IN = 1086.00'
1086.00'
RA -A
RISER (DISCHARGE PIPE)
1086.56'
INV OUT = 1080.00'
1080.00'
RA -B
RISER (DRAIN PIPE ENTRANCE)
1086.07'
INV IN = 1080.00'
1080.09
RL -1
ROOF LEADER
1106.99'
INV OUT= 11 03.89'
1103.89'
RL -2
ROOF LEADER
1107.00'
INV OUT =1102 48'
1102.48'
INV IN = 1102.85'
SPH -1
SIPHONIC DRAIN
1106.71'
INV OUT= 11 02.00'
1102.00'
SPH -2
SIPHON IC DRAIN
1106.99'
INV OUT = 1102.00'
1102.00'
SPH -3
SIPHONIC DRAIN
1106.13'
INV IN - 1098.3I
1098.21'
INV OUT = 1098.21'
SPH -4
SIPHONIC DRAIN
1106.45'
INV IN = 1100.02'
1099.27'
INV OUT = 1099.27'
TW -1
TRUCK WELL DRAIN
1103.10'
INV OUT = 1102.35'
1102.35'
TW -2
TRUCK WELL DRAIN
1103.10'
INV OUT =1102.35'
1102.35'
REVISIONS BY
�__ ______ .)
DRAWN
JBW
CHECKED
KJC
DATE
1/7/15
SCALE
1 " =30'
JOB No.
NCC 138020
SHEET
C-6

d 8
GENERAL NOTE: � "' - � � "- - � - � "
IT IS THE P + + + + + + + , .. :. - .. .. .. . - ... UTILITY LEGEND (NOT ALL USED THIS SHEETI
r '- _ ,: ,
". ::,�
RES ONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THIS PROJECT +.; a :': . - - " . -.. , .. ` ' -
�.�nnv c�nnnr nn�nn rn r� �� ��� r�.r�... ,.� n...�nr..� ....,...� ..� �... � .. ..... ......- ....._... -. - ............. -. ...- .... -.. -. _ -_. F + + + + + + + + + + + + + + + + + -
h
W
N
0
0
0
IJ
a
C?
tV
V•
SANITARY STRUCTURE SCHEDULE
EXISTING NOTE
TYPICAL NOTE TEXT
RIB[ ELEV.
n
NAME
TYPE
SIZE
(in.)
INVERTS
#
rl
(FT.)
n
BLDG
BUILDING EXIT
1102.54
INV OUT= 1102.00'
C01
CLEANOUT
1071.72
INV IN = 1068.04'
5.01
1100.68'
UNDERGROUND
INV OUT = 1068.04'
CO2
CLEANOUT
1106.85
INV IN = 1101.95'
UNDERGROUND
E
6"
INV OUT = 1101.95'
EX
48" PRECAST MANHOLE WITH SOLID LID
1071.63
INV IN = 1065.51'
MH1
' 48" PRECAST MANHOLE WITH SOLID LID
1071.71
INV IN = 1066.26'
OVERHEAD
^vH
1094.53'
INV OUT = 1066.16'
MH2
48" PRECAST MANHOLE WITH SOLID LID
1075.87
INV IN = 1066.86'
18"
TELEPHONE LINE
1080.00
INV OUT = 106E 76'
MH3
48" PRECAST MANHOLE WITH SOLID LID
1072.26
INV IN = 1068.59
SEWER
1100.72
SANITARY
INV OUT = 1068.40'
MH4
48" PRECAST MANHOLE WITH SOLID LID
1092.56
INV IN = 1087.50'
HYDRANT
1106.51'
ELEC/TELE
INV OUT = 1080.00'
MH5
48" PRECAST MANHOLE WITH SOLID LID
1104.17
INV IN = 1091.47'
1097.82'
STORM
O
INV OUT = 1091.37'
MH6
48" PRECAST MANHOLE WITH SOLID LID
1100.45
INV IN = 1097.50'
CO2
1103.00'
METER
INV OUT = 1093.79'
MH7
48" PRECAST MANHOLE WITH SOLID LID
1106.36
INV IN = 1101.81'
VALVE
-- `0 AIC MON. R BACKFLOW NOTES N
0
INV OUT= 1101.71'
OAPPROXIMATE LOCATION OF GAS LINE ENTRY. REFER TO MEP PLANS FOR EXACT LOCATION.
OB PROP. FIRE HYDRANT AND ASSEMBLY, TYPICAL. SEE DETAIL SHEET.
OPROP. 4" WILKINS 375 RPZ BACKFLOW PREVENTER. SEE DETAIL SHEET.
OPROP. 8" WILKINS 350ADA DCDA BACKFLOW PREVENTER. SEE DETAIL SHEET.
UE PROP. 2" SENSUS ONMI C2 DOMESTIC WATER METER. SEE DETAIL SHEET.
OPROP. 12" TO 4" REDUCER. SEE DETAIL SHEET.
O4" DOMESTIC WATER LINE ENTRY. CONTRACTOR. SHALL BE RESPONSIBLE FOR
INSTALLING ANY APPURTENANCES ON THE DOMESTIC LINE SUCH AS BACKFLOW
PREVENTION DEVICES, GATE VALVES, ETC., WHICH MAY BE REQUIRED. CONTRACTOR
TO COORDINATE WITH LOCAL UTILITIES. +
OSPRINKLER ENTRY. CONTRACTOR SHALL BE REQUIRED TO INSTALL ANY
APPURTENANCES ON THE SPRINKLER LINE SUCH AS, BUT NOT LIMITED TO, A RPZ
BACKFLOW PREVENTION DEVICE, IN SERIES WITH A CHECK VALVE, GATE VALVES, ETC.,
MEETING WATER COMPANY SPECIFICATIONS.
OPROP. LIGHT POLE.
OPROP. 12" PUBLIC WATER MAIN.
OPROP. 12" PRIVATE FIRE LINE.
OPROP. 20' WIDE WATER MAIN EASEMENT TO BE CONVEYED TO THE CITY OF KING.
OPROP. 6" PVC SANITARY SEWER LINE.
OPROP. SANITARY SEWER MANHOLE.
Q.33'- 48" RCP @ t* %
o
EXISTING NOTE
TYPICAL NOTE TEXT
PROPOSED NOTE
n
SANITARY
0
SIZE
(in.)
LABEL
#
rl
STORM
n
1095.72'
LABEL
#
SL
SANITARY SEWER
SL
18"
LATERAL
5.01
I
of
o°
I
�i
0
0
�I
I
0
of
Q
fill
I
F92
UTILITY LEGEND
EXISTING NOTE
TYPICAL NOTE TEXT
PROPOSED NOTE
SAN
SANITARY
SAN
SIZE
(in.)
LABEL
#
ST
STORM
ST
1095.72'
LABEL
#
SL
SANITARY SEWER
SL
18"
LATERAL
5.01
1100.68'
UNDERGROUND
W
O1105.89'
WATER LINE
R
1065.51
UNDERGROUND
E
6"
ELECTRIC LINE
10 2.37'
G
UNDERGROUND
G
83.18
GAS LINE
101"
MH1
OVERHEAD
^vH
1094.53'
WIRE
O
T
UNDERGROUND
T
18"
TELEPHONE LINE
1080.00
- - - -- - - - - -
STORM
5.43%
6O
- - ._.. ._.. -. --
SEWER
1100.72
SANITARY
8
394.70
SEWER MAIN
12"
'
MH4
HYDRANT
1106.51'
ELEC/TELE
SANITARY
62"
0.60%
MANHOLE
O
1097.82'
STORM
O
w
MANHOLE
2.80%
WM
WATER
CO2
1103.00'
METER
1101.81
Wv
WATER
•
MH7
VALVE
-- `0 AIC MON. R BACKFLOW NOTES N
0
CLEAN
O
CONTRACTOR TO COORDINATE WITH PLUMBING ENGINEER /BUILDING
OUT
1105.69'
CURB
99
No
INLET
■
1097.23'
YARD
11
Ell
INLET
1 n9r) 631
CROSSING
TOP OF PVMT
TOP
BOTTOM
DIFFERENCE(in)
O
1105.05'
SIZE
(in.)
TOP STM
63"
MH3 TO C01
1068.40
1101.01'
1095.72'
0.59%
O
1106.13'
BTM STM
TOP FIRE
18"
1101.95
5.01
1100.68'
1099.18'
CO2
O1105.89'
MH1 TO EX
R
1065.51
114"
0.59%
6"
1108 89'
10 2.37'
MH2 TO MH1
O
1106.62'
83.18
TOP STM
101"
MH1
C01
1103.00'
1094.53'
1066.86
O
1102.72'
TM TM
TOP GAS
18"
MH4 TO MH3
1080.00
1097.95'
1096.45'
5.43%
6O
1106.68'
BTM
1100.72
1087.50
394.70
101.72'
12"
'
MH4
O
1106.51'
ELEC/TELE
TOP STM
62"
0.60%
6"
1103.00'
1097.82'
MH7 TO MH6
O
1106.73'
150.26
2.80%
61"
MH6
CO2
1103.00'
1097.89'
1101.81
9
1105.38'
6"
MH7
55"
-- `0 AIC MON. R BACKFLOW NOTES N
1102.00'
1097.39'
CONTRACTOR TO COORDINATE WITH PLUMBING ENGINEER /BUILDING
10
1105.69'
PROPOSED BACKFLOW PREVENTERS.
99
1105.50'
1097.23'
111=30'
11
1105.70'
110090,
1 n9r) 631
51"
12 "
1105.19'
BTM SAN
TOP FIRE
18"
1101.28'
1099.78'
13
1104.23'
113"
1091.16'
1081.74'
14
1104.20'
18"
1100.14'
1098.65'
15
1105.81'
76
1102.06'
1095.70'
��; STEM .'�. " d * 'Y.• 0 '; O
Wv
N
SANITARY LATERAL SCHEDULE
FROM
PIPE NO.
UPPER INVERT
LOWER INVERT
LENGTH
SLOPE
(/o)
SIZE
(in.)
TO
MH3
MH3 TO C01
1068.40
1068.04
60.06
0.59%
6"
C01
BLDG
BLDG TO CO2
1102.00
1101.95
5.01
0.99%
6"
CO2
MH1
MH1 TO EX
1066.16
1065.51
108.95
0.59%
6"
EX
MH2
MH2 TO MH1
1066.76
1066.26
83.18
0.60%
6"
MH1
C01
C01 TO MH2
1068.04
1066.86
195.91
0.60%
6"
MH2
M114
MH4 TO MH3
1080.00
1068.50
211.47
5.43%
6"
MH3
MH5
MH5 TO MH4
1091.37
1087.50
394.70
0.98%
6"
MH4
MH6
MH 6 TO MH5
1093.79
1091.47
386.02
0.60%
6"
MH5
MH7
MH7 TO MH6
1101.71
1097.50
150.26
2.80%
6"
MH6
CO2
CO2 TO MH7
1101.95
1101.81
14.04
0.99%
6"
MH7
UTILITY NOTES
1. ALL FILL MATERIAL IS TO BE IN PLACE, AND COMPACTED BEFORE INSTALLATION OF
PROPOSED UTILITIES.
2. CONTRACTOR SHALL NOTIFY THE UTILITY AUTHORITIES INSPECTORS 72 HOURS
BEFORE CONNECTING TO ANY EXISTING LINE.
3. WATER LINES SHALL BE AS FOLLOWS:
4" AND LARGER, PVC C -900 PER ASTM D 2241 CLASS 200 UNDER COUNTY ROADS,
OTHERWISE CLASS 150 4" AND LARGER, DUCTILE IRON PIPE PER AWWA C150
SMALLER THAN 4" EITHER COPPER TUBE TYPE "K" (C151 PER ASTM B88) OR PVC,
SDR21 PER ASTM D1784 AND D2241.
4. MINIMUM TRENCH WIDTH SHALL BE 2 FEET
LANDS N/F
WATER LINE SHALL HAVE MECHANICAL JOINTS WITH
APPROPRIATE THRUST BLOCKING AS REQUIRED TO PROVIDE A MINIMUM OF 18"
NITESHPA TEL AND
5. ALL WATER JOINTS ARE TO BE MECHANICAL JOINTS WITH THRUST BLOCKING AS
BHA VINIPATEL
CALLED OUT IN SPECIFICATIONS.
D,B. 465PG.1692
6. ALL UTILITIES SHOULD BE KEPT 10' APART (PARALLEL) OR WHEN CROSSING 18"
PIN 599108881102
VERTICAL CLEARANCE (OUTSIDE EDGE OF PIPE TO OUTSIDE EDGE OF PIPE).
COMMERCIAL USE
7. CONTRACTOR SHALL MAINTAIN A MINIMUM OF 3' -0" COVER ON ALL WATERLINES.
8. IN THE EVENT OF A VERTICAL CONFLICT BETWEEN WATER LINES, SANITARY LINES,
STORM LINES AND GAS LINES (EXISTING AND PROPOSED), THE SANITARY LINE
- - - - -
SHALL BE DUCTILE IRON PIPE WITH MECHANICAL JOINTS AT LEAST 10 FEET ON BOTH
- SIDES OF CROSSING THE
DRAWN
JBW
CHECKED
KJC
DATE
1/7/15
SCALE
1.1=30'
JOB No.
NCC138020
SHEET
C-7
...�..•,.,.., �........,...,. y.�v.�nµwa��un� y ' -i.i,rvv- - - __ rn,_ - ""WLWN I.'_ v - YN WI ww Oi
WATER LINE SHALL HAVE MECHANICAL JOINTS WITH
APPROPRIATE THRUST BLOCKING AS REQUIRED TO PROVIDE A MINIMUM OF 18"
CLEARANCE. MEETING REQUIREMENTS OF ANSI A21.10 OR ANSI 21.11 (AWWA C -151)
(CLASS 50).
9.
LINES UNDERGROUND SHALL BE INSTALLED, INSPECTED AND APPROVED BEFORE
BACKFILLING.
10.
TOPS OF EX. MANHOLES SHALL BE RAISED AS NECESSARY TO BE FLUSH WITH
PROPOSED PAVEMENT ELEVATIONS, AND TO BE ONE FOOT ABOVE FINISHED
GROUND ELEVATIONS WITH WATER TIGHT LIDS.
11.
ALL CONCRETE FOR ENCASEMENTS SHALL HAVE A MINIMUM 28 DAY COMPRESSION
STRENGTH AT 3000 P.S.I.
12.
EXISTING UTILITIES SHALL BE VERIFIED IN FIELD PRIOR TO INSTALLATION OF ANY
NEW LINES.
13.
REFER TO INTERIOR PLUMBING DRAWINGS FOR TIE -IN OF ALL UTILITIES.
14.
CONTRACTOR IS RESPONSIBLE FOR COMPLYING TO THE SPECIFICATIONS OF THE
LOCAL AUTHORITIES WITH REGARDS TO MATERIALS AND INSTALLATION OF THE
WATER AND SEWER LINES.
15.
THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND /OR
ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON
RECORDS OF THE VARIOUS UTILITY COMPANIES, AND WHERE POSSIBLE,
MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON
AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE
UTILITY COMPANIES AT LEAST 72 HOURS BEFORE ANY EXCAVATION TO REQUEST
EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE
CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE
PROPOSED IMPROVEMENTS SHOWN ON THE PLANS.
16.
CONTRACTOR IS RESPONSIBLE FOR ALL NECESSARY INSPECTIONS AND /OR
CERTIFICATIONS REQUIRED BY CODES AND /OR UTILITY SERVICE COMPANIES. THIS
AND THE FINAL CONNECTIONS OF THE SERVICE SHALL BE COMPLETED 30 DAYS
PRIOR TO STORE POSSESSION.
17.
CONTRACTOR SHALL COORDINATE WITH ALL UTILITY COMPANIES FOR
INSTALLATION REQUIREMENTS AND SPECIFICATIONS.
18.
REFER TO BUILDING PLANS FOR SITE LIGHTING ELECTRICAL PLAN.
19.
ALL CONNECTIONS TO EXISTING SANITARY SEWER MANHOLES MUST BE CORE
�tt)E)MMMmtuummmwoudm
DRILLED WITH A RUBBER BOOT ADDED.
20.
FOR GRAVITY SEWER APPLICATIONS: PIPE SHALL BE PVC, SDR 35 PER ASTM D 3034.
21.
PIPE JOINTS/ CONNECTIONS MUST BE INSTALLED IN ACCORDANCE WITH THE
MANUFACTURER, ASTM AND DOT PROVISIONS, SPECIFICATIONS AND STANDARDS
SO AS TO BE SOIL TIGHT AND LEAK RESISTANT.
22.
ALL THERMOPLASTIC, HDPE, PVC AND NON - CONCRETE PIPE JOINTS AND
CONNECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH THE
`>
DETAILS SUPPLIED BY THE MANUFACTURE AND SHOWN ON THE PLAN. WHEN
CONNECTING TO DRAINAGE STRUCTURES (PRE -CAST, CAST -IN- PLACE, CONCRETE
BLOCK, BRICK, ETC.) ALL PIPES MUST BE INSTALLED IN ACCORDANCE WITH ASTM
AND DOT REQUIREMENTS AND THE PUBLIC WORKS SPECIFICATIONS AND
003 _
STANDARDS.
-- `0 AIC MON. R BACKFLOW NOTES N
`°- 1.
CONTRACTOR TO COORDINATE WITH PLUMBING ENGINEER /BUILDING
PLANS FOR HEAT SOURCE CONDUIT INSTALLATION REQUIRED FOR
PROPOSED BACKFLOW PREVENTERS.
30 15 7.5 0 30
111=30'
DRAWN
JBW
CHECKED
KJC
DATE
1/7/15
SCALE
1.1=30'
JOB No.
NCC138020
SHEET
C-7
...�..•,.,.., �........,...,. y.�v.�nµwa��un� y ' -i.i,rvv- - - __ rn,_ - ""WLWN I.'_ v - YN WI ww Oi

IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THIS PROJECT
WORK SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIVE TO
THE SPECIFICATIONS OR APPLICABLE CODES, IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD IN
WRITING PRIOR TO THE START OF CONSTRUCTION. FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUTE
ACCEPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF THE WORK AS DEFINED BY THE DRAWINGS AND IN
UTILITY LEGEND (NOT ALL USED THIS SHEET)
OAPPROXIMATE LOCATION OF GAS LINE ENTRY. REFER TO MEP PLANS FOR EXACT LOCATION.
OB PROP. FIRE HYDRANT AND ASSEMBLY, TYPICAL. SEE DETAIL SHEET.
OPROP. 4" WILKINS 375 (RPZ) BACKFLOW PREVENTER. SEE DETAIL SHEET.
OPROP. 8" WILKINS 350 ADA (DCDA) BACKFLOW PREVENTER. SEE DETAIL SHEET.
OE PROP. 2" SENSUS OMNI CZ DOMESTIC WATER METER. SEE DETAIL SHEET.
OF PROP. 12" TO 4" REDUCER. SEE DETAIL SHEET.
O4" DOMESTIC WATER LINE ENTRY. CONTRACTOR SHALL BE RESPONSIBLE FOR
INSTALLING ANY APPURTENANCES ON THE DOMESTIC LINE SUCH AS BACKFLOW
PREVENTION DEVICES, GATE VALVES, ETC., WHICH MAY BE REQUIRED. CONTRACTOR
TO COORDINATE WITH LOCAL UTILITIES.
OH SPRINKLER ENTRY. CONTRACTOR SHALL BE REQUIRED TO INSTALL ANY
APPURTENANCES ON THE SPRINKLER LINE SUCH AS, BUT NOT LIMITED TO, A RPZ
BACKFLOW PREVENTION DEVICE, IN SERIES WITH A CHECK VALVE, GATE VALVES, ETC.,
MEETING WATER COMPANY SPECIFICATIONS.
OPROP. LIGHT POLE.
OPROP. 12" PUBLIC WATER MAIN.
OPROP. 12" PRIVATE FIRE LINE.
OL PROP. 20' WIDE WATER MAIN EASEMENT TO BE CONVEYED TO THE CITY OF KING.
OM PROP. 6" PVC SANITARY SEWER LINE.
OPROP. SANITARY SEWER MANHOLE.
OPROP. SANITARY SEWER CLEANOUT.
P APPROXIMATE LOCATION OF 6" SANITARY SEWER LATERAL AT 1.0% MINIMUM SLOPE.
COORDINATE WITH ARCHITECTURAL PLANS. ENTRY 1102.00'.
® PROP. GREASE INTERCEPTOR. REFER TO MEP /STRUCTURAL PLANS.
OR PROP. OIL INTERCEPTOR. REFER TO MEP /STRUC. PLANS.
I
0
OS PROP. 20' WIDE SANITARY SEWER EASEMENT.
OT UNDERGROUND TELEPHONE TO BE EXTENDED TO BUILDING BY TELEPHONE COMPANY.
OPROP. LOCATION OF TRANSFORMER PAD. CONTRACTOR TO VERIFY EXACT LOCATION
AND SIZE WITH POWER COMPANY PRIOR TO INSTALLATION. CONTRACTOR SHALL BE
RESPONSIBLE FOR INSTALLATION OF CONCRETE PAD, CONDUIT AND PIPE BOLLARDS AS
REQUIRED BY THE ELECTRIC COMPANY. CONTRACTOR SHALL COORDINATE SAID WORK
WITH THE ELECTRIC COMPANY. FINAL LOCATION OF TRANSFORMER AND BOLLARD
CANNOT CONFLICT WITH TRUCK ACCESS TO DOCK DOOR.
OV APPROXIMATE LOCATION OF ELECTRIC ENTRY TO BUILDING. REFER TO MEP PLANS
FOR EXACT LOCATION.
OW TAP EX. GAS MAIN. LOCATION SHOWN IS AN APPROXIMATION. CONTRACTOR TO VERIFY
LOCATION AND NOTIFY BOHLER ENGINEERING IMMEDIATELY OF ANY CONFLICTS.
OX TAP EX. WATER MAIN. LOCATION SHOWN IS AN APPROXIMATION. CONTRACTOR TO
VERIFY LOCATION AND NOTIFY BOHLER ENGINEERING IMMEDIATELY OF ANY
CONFLICTS.
YO PROP. LOCATION OF RELOCATED UTILITY POLE. CONTRACTOR TO COORDINATE WITH
UTILITY PROVIDER FOR EXACT LOCATION AND RESPONSIBILITY FOR LABOR.
OZ PROP. LOCATION OF RELOCATED OVERHEAD POWER LINE. CONTRACTOR TO
COORDINATE WITH UTILITY PROVIDER FOR EXACT LOCATION AND RESPONSIBILITY FOR
LABOR.
as PROP. WET POND.
bb
PROP. 12" GATE VALVE. SEE DETAIL SHEET.
CC PROP. 4" GATE VALVE. SEE DETAIL SHEET.
dd PROP. SIAMESE CONNECTION.
ee PROP. 30' WIDE ACCESS EASEMENT. do
Ole
Off PROP. 12" WATER METER. 4
3g8 p2
+ + +
N + + + + + + + + + + +
+ + + + + + + + + + + + +
+ + + + + + + + f f + + + + +
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. . + + + + + + + f f + + + + t +
+ + + + + + + + + + + + + + t + + + +
+ + + + + + + + + + + + + + + + + + + +
+ + + + + + + + + + + + + + + + + + + + + +
+ + + + + + + + + + + f + + + + + + + + + + +
' + + + + + + + + + + + + + + + . . t t + + + + +
+ + + + + + + + + + + + + + + + + + + + + + + + + +
+ + + + + + + + + + + + + + + + + + + + + + + + + + +
+ + + + + + + + + + + + t + + + + f + + + + + + f + + +
I + + + + + + + + -f + + + + + + + + + + + + t + + + + + + +
+ + + + + + + + + . . + + t + + + + + + + + + f + + + + + + +
+ + + + + + + + + + + + + t + t + + + + + + + f f + + + t + +
+ + + + + + + + + + + + + + + + + + + + + + + + + f f + + ..
+ + + + + + + + + + + f + + + + + + + + + + + + + + + + + + + +
I + + + . . + + + + + f + + + + + + + + + + + + + + f + + t + + +
+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +
+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +
f + + + + + + + + + + + + + + + + + + f + + + + + + + + + f + t
'
. . t + + + + + + + + + + + + + f t + f + + + + + + + f + t + +
+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +
+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + 18.17' - 42" RCP @ 0.94%
+ + + + + + + + f + + + + + + f + + + + + + + + f + + STM +
+ + + + + + + + + + + + + + + + + + + + + + + + + + PE +
+ + + + + + + + + + + + + + + + STM
+ + + + + + + + + + + + + + + + + + + + + +
+ + + + + + + + + f + + + + + + + +
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+ + f + + + + + + + + + + + + + + + + + + + + + + + + +
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+ + + + + + + + + + + + + f + + + + f f + + + + + + + + + +
+ + + + + + + + + + + + + + + + + f + + + + + + + + + + + + + S
' + + +++++ + + + + + + + + + + + + + + + + + + + + + + + + + C
+ + + + + + + + + + + + + + + + + + + + + + + + + + + +
+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + +
+ + + + + + + + + + + + + + + + + + + + + + + + + + + + +
+ + + + ... + + + + + + + + + + + + + + + + + + + + + + 43.11 -k- 42" CP 1.51 % 11 I + f + f f f f + + + t + + + f f f f f f f f f f + + + + t f f
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+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + o
+ + + + + + + + + + + + + + + + f + + + + + f + + + + + + + +
'
.. + + + + t + + + + + + + + + + + + + + + + + + + + + + + + +
+ + + + + + + + + + + + + + + + + + + f + + + + + + + + + f + U
+ + + + + t + + + + f + f + + + f + + + + + + + + +
+ + + + + + +++++++++++ + + + + + + + + + + + + + + + + + +
+ + + + f + + + + + + + + + + + + + + f + + + + + + + + + + + CD
+ + + t + + t f t t + + + + + + + + + + t + + t + + t + C'7
I + + + + + + f + + + + + + + + aa+ + + + + + + + + + + + + + + o
f f + + + + + f + + t + + + + + + + + + + f + + + + + + + + + �°� STM
+ +++++++++++ + + + + + + +++++++ + + +++++++++++ d CI-2
+++++++++++ + + + + + + + + + + +
+ f + + + t + + + + + + + + + + + + + + + + + + + + + + + +
+ + + + + + + + + + + + + + + + + + + + + + + + + + t + . . +
+ + + + + + + t + + + + + + + + + + + + f + + + + + + + + + +
+ + + + + f + + + + + + t t + + + + + + + + + f + + + f + +
+ + + + f + + + + + + + + + t + + + + + + + + + + + + + f f
f + + + f + + + f f + + + + + + + + + + + + + + + + + + + + t
+ + + + + + + + + + + + + + + f + + + + + + + + + + + + + +
+ + + + + + + + + + + + + + + + + + + +.+ + + + + + + + + + +
+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + /
+ + f + + + + + + + + t + + + + + + + + + + + + f + + + + + +
+ + + + + + + + + + + + + + + + + + + + + f f + + + + + + +
+ + + + + + + + + + + + + + + + + f + + + + + + + + + f + +
+ + + + + + + + t + t t t + + t t f f t f t + + t t t t t +
+ + + + % + f + + + + + + + + + + + + + + + + + + + + + + +
+ + + + + + . + + + + + + + + + + + + + + + + + + + + + +
+ + + + + + + + + + + + + + + + + + + + + + + + + + + +
+ + + + + + + + f + + + + t + + + + + + + + + + + + + +
+ + + + + + f + f + f + + + + + + + + + + + + + + + + + + + I 137 36"
+ + + t t t + + + + + + + + + + + /
+ + t + + + + t + + + + + + + ++++++++++++++++++++++++++
+ + t + + f + + t + + + + + + + +
+ + + + + + + + + + f + + + + � + t + + + + + t + + + +
+ + + + + + f + + + + + + + + + + + + + + + + + + + + + + /
+ + + f f + + + + + + + + + + + + + � f + + + + + + + + +
+ + + + + + + + + + + + + + + + + + + + + + + + + + + + 4
+ + + + + + + + + + + + + + + + + + + + + 4"o + + + + + + +
+ + + + + + + + + + +++++++++++++++ + + + + %. + + + f + /
+ + + + + + + + + + + + + + + + + + + + +
+ + + + + + + + + + + + + ++++f+++++++++
+ + + + + + + +
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++
+ + + + + + + + + + + + t + f t + + + + + + + + + + + + `
+ t +++++++++++++::++:::+ + + + + + + + + + + + t t + t + + + +
+ + + + + + + + + + + + + + + + + + + + + + + + +
+ + + + + + + + STM + + + + + + + + + + + + + +
++++++ + + + + + + + + + + + +
+ + + + + + + + + + + A +++++++++++++++ + + + +++
+ + + + + + + + + + + + + + + + + + + + + +
+
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bb
B
L
CROSSING
TOP OF PVMT
TOP
BOTTOM
DIFFERENCE in
O1105.05'
SLOPE
(/o)
BTM
TO
63"
MH3 TO C01
1068.40
101.01'
1095.72'
0.59%
O
1106.13'
BTM STM
TOP FIRE
18"
1101.95
5.01
1100.68'
1099.18'
CO2
O
1105.89'
M FIRE/WTR
TOP STM
114"
0.59%
6"
1101.89'
1092.37'
MH2 TO MH1
4O
1106.62'
BTM A
TOP STM
101"
MHt
C01
1103.00'
1094.53'
1066.86
O
1102.72'
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MH2
18"
MH4 TO MH3
1080.00
097.95'
1096 45'
5.43%
O
1106.68'
BTM STM
TOP GAS
12"
1087.50
394.70
1101.72'
1100.72'
MH4
O
1106.51'
TM LE / L
TOP STM
62"
0.60%
6"
1103.00'
1097.82'
MH7 TO MH6
O
1106.73'
TM WTR /FIRE
TOP STM
61"
MH6
CO2
1103.00'
1097.89'
1101.81
9
1105.38'
6"
MH7
55"
O
1102.00'
1097.39'
10 ,
1105.69'
CURB
99"
R
INLET
1105.50'
1097.23'
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11
1105.70'
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1 09B 63'
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12
1105.19'
BTM SAN
TOP FIRE
18"
1101.28'
1099.78'
13
1104.23'
113"
1091.16'
1081.74'
14
1104.20'
18
1100.14'
1098.65'
15
1105.81'
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1095.70'
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1068.40
1068.04
60.06
0.59%
6"
C01
BLDG
BLDG TO CO2
1102.00
1101.95
5.01
0.99%
6"
CO2
MH1
MH1 TO EX
1066.16
1065.51
108.95
0.59%
6"
EX
MH2
MH2 TO MH1
1066.76
1066.26
83.18
0.60%
6"
MHt
C01
C01 TO MH2
1068.04
1066.86
195.91
1 0.60%
6"
MH2
MH4
MH4 TO MH3
1080.00
1068.50
211.47
5.43%
6"
MH3
MH5
MH5 TO MH4
1091.37
1087.50
394.70
0.98%
6"
MH4
MH6
MH 6 TO MH5
1093.79
1091.47
386.02
0.60%
6"
MH5
MH7
MH7 TO MH6
1101.71
1097.50
150.26
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1101.95
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TYPICAL NOTE TEXT
11RXIM ELEV.
SAN
NAME
TYJEPE
DATE
INVERTS
#
ST
)
ST
BLDG
BUILDING EXIT
1102.54
INV OUT= 1102.00'
C01
CLEANOUT
1071.72
INV IN = 1068.04'
e
UNDERGROUND
INV OUT = 1068.04'
CO2
CLEANOUT
1106.85
INV IN = 1101.95'
UNDERGROUND
E
INV OUT= 1101.95'
EX
48" PRECAST MANHOLE WITH SOLID LID
1071.63
INV IN = 1065.51'
MH1
48" PRECAST MANHOLE WITH SOLID LID
1071.71
INV IN = 1066.26'
OVERHEAD
OH
INV OUT = 1066.16'
MH2
48" PRECAST MANHOLE WITH SOLID LID
1075.87
INV IN = 1066.86'
TELEPHONE LINE
INV OUT = 1066.76'
MH3
48" PRECAST MANHOLE WITH SOLID LID
1072.26
INV IN = 1068.50'
SEWER
s
SANITARY
INV OUT = 1068.40'
MH4
48" PRECAST MANHOLE WITH SOLID LID
1092.56
INV IN = 1087.50'
HYDRANT
*00
INV OUT = 1080.00'
MH5
48" PRECAST MANHOLE WITH SOLID LID
1104.17
INV IN = 1091.47'
)
STORM
INV OUT= 1091.37'
MH6
48" PRECAST MANHOLE WITH SOLID LID
1100.45
INV IN = 1097.50'
METER
INV OUT = 1093.79'
MH7
48" PRECAST MANHOLE WITH SOLID LID
1106.36
INV IN = 1101.81'
VALVE
O
INV OUT= 1101.71'
Y . .,.
916
8 3723
USE
W'V
NA
W
N,N
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B
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UTILITY NOTES
1. ALL FILL MATERIAL IS TO BE IN PLACE, AND COMPACTED BEFORE INSTALLATION OF
PROPOSED UTILITIES.
2. CONTRACTOR SHALL NOTIFY THE UTILITY AUTHORITIES INSPECTORS 72 HOURS
BEFORE CONNECTING TO ANY EXISTING LINE.
3. WATER LINES SHALL BE AS FOLLOWS:
4" AND LARGER, PVC C -900 PER ASTM D 2241 CLASS 200 UNDER COUNTY ROADS,
OTHERWISE CLASS 150 4" AND LARGER, DUCTILE IRON PIPE PER AWWA C150
SMALLER THAN 4" EITHER COPPER TUBE TYPE "K" (C151 PER ASTM B88) OR PVC,
SDR21 PER ASTM D1784 AND D2241.
4. MINIMUM TRENCH WIDTH SHALL BE 2 FEET.
5. ALL WATER JOINTS ARE TO BE MECHANICAL JOINTS WITH THRUST BLOCKING AS
CALLED OUT IN SPECIFICATIONS.
6. ALL UTILITIES SHOULD BE KEPT 10' APART (PARALLEL) OR WHEN CROSSING 18"
VERTICAL CLEARANCE (OUTSIDE EDGE OF PIPE TO OUTSIDE EDGE OF PIPE).
7. CONTRACTOR SHALL MAINTAIN A MINIMUM OF 3' -0" COVER ON ALL WATERLINES.
8. IN THE EVENT OF A VERTICAL CONFLICT BETWEEN WATER LINES, SANITARY LINES,
STORM LINES AND GAS LINES (EXISTING AND PROPOSED), THE SANITARY LINE
SHALL BE DUCTILE IRON PIPE WITH MECHANICAL JOINTS AT LEAST 10 FEET ON BOTH
SIDES OF CROSSING, THE WATER LINE SHALL HAVE MECHANICAL JOINTS WITH
APPROPRIATE THRUST BLOCKING AS REQUIRED TO PROVIDE A MINIMUM OF 18"
CLEARANCE. MEETING REQUIREMENTS OF ANSI A21.10 OR ANSI 21.11 (AWWA C -151)
(CLASS 50).
9. LINES UNDERGROUND SHALL BE INSTALLED, INSPECTED AND APPROVED BEFORE
BACKFILLING.
10. TOPS OF EX. MANHOLES SHALL BE RAISED AS NECESSARY TO BE FLUSH WITH
PROPOSED PAVEMENT ELEVATIONS, AND TO BE ONE FOOT ABOVE FINISHED
GROUND ELEVATIONS WITH WATER TIGHT LIDS.
11. ALL CONCRETE FOR ENCASEMENTS SHALL HAVE A MINIMUM 28 DAY COMPRESSION
STRENGTH AT 3000 P.S.I.
12. EXISTING UTILITIES SHALL BE VERIFIED IN FIELD PRIOR TO INSTALLATION OF ANY
NEW LINES.
13. REFER TO INTERIOR PLUMBING DRAWINGS FOR TIE -IN OF ALL UTILITIES.
14. CONTRACTOR IS RESPONSIBLE FOR COMPLYING TO THE SPECIFICATIONS OF THE
LOCAL AUTHORITIES WITH REGARDS TO MATERIALS AND INSTALLATION OF THE
WATER AND SEWER LINES.
15. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND /OR
ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON
RECORDS OF THE VARIOUS UTILITY COMPANIES, AND WHERE POSSIBLE,
MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON
AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE
UTILITY COMPANIES AT LEAST 72 HOURS BEFORE ANY EXCAVATION TO REQUEST
EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE
CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE
PROPOSED IMPROVEMENTS SHOWN ON THE PLANS.
16. CONTRACTOR IS RESPONSIBLE FOR ALL NECESSARY INSPECTIONS AND /OR
CERTIFICATIONS REQUIRED BY CODES AND /OR UTILITY SERVICE COMPANIES. THIS
AND THE FINAL CONNECTIONS OF THE SERVICE SHALL BE COMPLETED 30 DAYS
PRIOR TO STORE POSSESSION.
17 CONTRACTOR SHALL COORDINATE WITH ALL. UTILITY COMPANIES FOR
INSTALLATION REQUIREMENTS AND SPECIFICATIONS.
18. REFER TO BUILDING PLANS FOR SITE LIGHTING ELECTRICAL PLAN.
19. ALL CONNECTIONS TO EXISTING SANITARY SEWER MANHOLES MUST BE CORE
DRILLED WITH A RUBBER BOOT ADDED.
20. FOR GRAVITY SEWER APPLICATIONS: PIPE SHALL BE PVC, SDR 35 PER ASTM D 3034.
21. PIPE JOINTS/ CONNECTIONS MUST BE INSTALLED IN ACCORDANCE WITH THE
MANUFACTURER, ASTM AND DOT PROVISIONS, SPECIFICATIONS AND STANDARDS
SO AS TO BE SOIL TIGHT AND LEAK RESISTANT.
22. ALL THERMOPLASTIC, HDPE, PVC AND NON - CONCRETE PIPE JOINTS AND
CONNECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH THE
DETAILS SUPPLIED BY THE MANUFACTURE AND SHOWN ON THE PLAN. WHEN
CONNECTING TO DRAINAGE STRUCTURES (PRE -CAST, CAST -IN- PLACE, CONCRETE
BLOCK, BRICK, ETC.) ALL PIPES MUST BE INSTALLED IN ACCORDANCE WITH ASTM
AND DOT REQUIREMENTS AND THE PUBLIC WORKS SPECIFICATIONS AND
STANDARDS.
BACKFLOW NOTES
1. CONTRACTOR TO COORDINATE WITH PLUMBING ENGINEER /BUILDING
PLANS FOR HEAT SOURCE CONDUIT INSTALLATION REQUIRED FOR
PROPOSED BACKFLOW PREVENTERS.
UTILITY LEGEND
EXISTING NOTE
TYPICAL NOTE TEXT
PROPOSED NOTE
SAN
SANITARY
SAN
DATE
LABEL
#
ST
STORM
ST
111=30'
LABEL
#
L
SANITARY SEWER
SL
LATERAL
e
UNDERGROUND
W
WATER LINE
UNDERGROUND
E
ELECTRIC LINE
UNDERGROUND
G
GAS LINE
OVERHEAD
OH
WIRE
T
UNDERGROUND
T
TELEPHONE LINE
- --- ---- - -- -- - --- --
STORM
.-... .... _._ - .--` _` - _
SEWER
s
SANITARY
S
SEWER MAIN
HYDRANT
*00
SANITARY
O
MANHOLE
)
STORM
Q
MANHOLE
WM
(9 I
WATER
METER
WV
N
WATER
•
VALVE
O
CLEAN
O
OUT
CURB
R
INLET
■
YARD
Ell
INLET
❑®
("mREVISIONS BY
DRAWN
JBW
CHECKED
KJC
DATE
1/7/15
SCALE
111=30'
JOB No.
NCC138020
SHEET
C-8

IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THIS PROJECT
WORK SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIVE TO
THE SPECIFICATIONS OR APPLICABLE CODES, IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD IN
WRITING PRIOR TO THE START OF CONSTRUCTION. FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUTE
ACCEPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF THE WORK AS DEFINED BY THE DRAWINGS AND IN
�� T__
0
SAN. MH
RIM = 1064.32
\ V_�__ INV A= 1055.24
INV B= 1056.04
INV c= 1054.90
-� INV D= 1054.65
8 // SAN.
UTILITY LEGEND (SNOT ALL USED THIS SHEET)
ET)
OAPPROXIMATE LOCATION OF GAS LINE ENTRY. REFER TO MEP PLANS FOR EXACT LOCATION
OB PROP. FIRE HYDRANT AND ASSEMBLY, TYPICAL. SEE DETAIL SHEET.
OPROP. 4" WILKINS 375 (RPZ) BACKFLOW PREVENTER. SEE DETAIL SHEET.
OPROP. 8" WILKINS 350 ADA (DCDA) BACKFLOW PREVENTER. SEE DETAIL SHEET.
OPROP. 2" SENSUS OMNI C2 DOMESTIC WATER METER. SEE DETAIL SHEET.
OPROP. 12" TO 4" REDUCER. SEE DETAIL SHEET.
O4" DOMESTIC WATER LINE ENTRY. CONTRACTOR SHALL BE RESPONSIBLE FOR
INSTALLING ANY APPURTENANCES ON THE DOMESTIC LINE SUCH AS BACKFLOW
PREVENTION DEVICES, GATE VALVES, ETC., WHICH MAY BE REQUIRED. CONTRACTOR
TO COORDINATE WITH LOCAL UTILITIES.
OSPRINKLER ENTRY. CONTRACTOR SHALL BE REQUIRED TO INSTALL ANY
APPURTENANCES ON THE SPRINKLER LINE SUCH AS, BUT NOT LIMITED TO, A RPZ
BACKFLOW PREVENTION DEVICE, IN SERIES WITH A CHECK VALVE, GATE VALVES, ETC.,
MEETING WATER COMPANY SPECIFICATIONS.
OPROP. LIGHT POLE.
OPROP. 12" PUBLIC WATER MAIN.
OPROP 12" PRIVATE FIRE LINE
OPROP. 20' WIDE SANITARY SEWER EASEMENT.
OUNDERGROUND TELEPHONE TO BE EXTENDED TO BUILDING BY TELEPHONE COMPANY.
OU PROP. LOCATION OF TRANSFORMER PAD. CONTRACTOR TO VERIFY EXACT LOCATION
AND SIZE WITH POWER COMPANY PRIOR TO INSTALLATION. CONTRACTOR SHALL BE
RESPONSIBLE FOR INSTALLATION OF CONCRETE PAD, CONDUIT AND PIPE BOLLARDS AS
REQUIRED BY THE ELECTRIC COMPANY. CONTRACTOR SHALL COORDINATE SAID WORK
WITH THE ELECTRIC COMPANY. FINAL LOCATION OF TRANSFORMER AND BOLLARD
CANNOT CONFLICT WITH TRUCK ACCESS TO DOCK DOOR.
VO APPROXIMATE LOCATION OF ELECTRIC ENTRY TO BUILDING. REFER TO MEP PLANS
FOR EXACT LOCATION.
OTAP EX. GAS MAIN. LOCATION SHOWN IS AN APPROXIMATION. CONTRACTOR TO VERIFY
LOCATION AND NOTIFY BOHLER ENGINEERING IMMEDIATELY OF ANY CONFLICTS.
XO TAP EX. WATER MAIN. LOCATION SHOWN IS AN APPROXIMATION. CONTRACTOR TO
VERIFY LOCATION AND NOTIFY BOHLER ENGINEERING IMMEDIATELY OF ANY
CONFLICTS.
YO PROP. LOCATION OF RELOCATED UTILITY POLE. CONTRACTOR TO COORDINATE WITH
UTILITY PROVIDER FOR EXACT LOCATION AND RESPONSIBILITY FOR LABOR.
OPROP. LOCATION OF RELOCATED OVERHEAD POWER LINE. CONTRACTOR TO
COORDINATE WITH UTILITY PROVIDER FOR EXACT LOCATION AND RESPONSIBILITY FOR
LABOR.
° as PROP. WET POND.
11 /! // /a //, /,1 / ,
+ jjj ' I : , � % i r OL PROP. 20' WIDE WATER MAIN EASEMENT TO BE CONVEYED TO THE CITY OF KING.
J , 1 I z ,/ /! , ! / ,'
/ bb PROP. 12" GATE VALVE. SEE DETAIL SHEET.
11 ' I1 1` t 't ! ©IIII II II ,' /' , l/ OM PROP. 6" PVC SANITARY SEWER LINE. CC PROP. 4" GATE VALVE. SEE DETAIL SHEET.
N §18,80911 11 ±' l .` L , ; � ,f/ % N
1 ' ,, r� ,` it // l/ O PROP. SANITARY SEWER MANHOLE.
1 N i 1 1 r / \ lI `/f / / / /r dd PROP. SIAMESE CONNECTION.
\ ce t i 11 II 1 / J II f ,° O PROP. SANITARY SEWER CLEANOUT.
\ , 1 1 1' , / / l ee PROP. 30' WIDE ACCESS EASEMENT.
1I i i 1 I` / / /l � l ""I
(I APPRO"'"V"'"'__1_ OCATION OF 6" SANITARY SEWER LATERAL AT 1.0% MINIMUM SLOPE.
i I I I I ( I ' ,' » ' ` COORDINATE WITH ARCHITECTURAL PLANS. ENTRY 1102.00'. Off PROP. 12" WATER METER. \
i{ tit it t, I t SAN + i /'f6�N i\ \ \
s \ ' t Ii �t ' I ' / / © PROP. GREASE INTERCEPTOR. REFER TO MEP /STRUCTURAL PLANS. � (X .� -.
1 1 S l l
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1'\ 11 ' it tit ° Jt'I itliJ ! INV A= 1061.29
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\\\ I /r /I / I ,IJ+ l i ; LANDSN /F P�.� ,
\ \\ \ I I I/ 1' !I l 1 PAMELA K. 8TROUD MICHAEL A. ` \ � \'\ 4 \t \\ \ \t\ i \tt \ t Ir , f f t / / , ` , JJ 1,' STROUD AND FORREST H. STROUD � \\
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\ t t t 1 I i

J
GENERAL NOTE:
IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THIS PROJECT
WORK SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIVE TO
THE SPECIFICATIONS OR APPLICABLE CODES, IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD IN
WRITING PRIOR TO THE START OF CONSTRUCTION. FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUTE
ACCEPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF THE WORK AS DEFINED BY THE DRAWINGS AND IN
FULL CONFORMANCE WITH LOCAL REGULATIONS AND CODES.
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8 +00 8 +50 9 +00 9 +50 10 +00
10 +50 11 +00 11 +50
12 +00 12 +50 13 +00 13 +50 14 +00 14 +50 15 +00
15 +50 16 +00
16 +50 17 +00
SA ITAR JI SEWE R EXTE NSION
SCALE: 1 "= 30 ' HORIZONTAL
1 "= 3' VERTICAL
C:\ USERS \JWODM\AMTA\ LOCAL \TWP\ACPUBUS LI336 \NCC138020 - PLM SEf.DWG PN O BY: JWOODM 1.07.15 0 1:39 PM LAST SWED BY
REVISIONS BY
s
JBW
CHECKED
KJC
DATE
1/7/15
SCALE
AS NOTED
JOB No.
NCC 138020
SHEET
0 10

t
t
3_
X111055
x111
f
t
0
i
/LJ
i
EX. GRAVEL /ASPHALT SHALL BE REMOVED
TO THE LIMITS SHOWN AND PARCEL SHALL
BE LANDSCAPED WITH SOD AND PERMANENT
SEEDING.
i
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M _ _____________________ _________
--
�� 1113.69 J/�\
Tc 1114.02
UTILITY EASEMENT
0. 8. 589 PG. 1639
r,
e�
"11217
G 1113.65
1114.016
I
TC 1114019
G 111016',3
CONTRACTOR SHALL INSTALLTHE
PYLON SIGN AT THE LOCATION SHOWN.
REFER TO THE LANDSCAPE PLAN
FOR PLANTINGS SHOWN.
OVERHEAD ELECTRIC LINE SHALL BE
PROTECTED THROUGHOUT CONSTRUCTION.
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PROP SOD
SITE NOTES
1. ALL WORK AND MATERIALS SHALL COMPLY WITH ALL TOWN /COUNTY REGULATIONS AND
CODES AND O.S.H.A. STANDARDS.
2. CONTRACTOR SHALL REFER TO THE FINAL 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.
4. ALL DIMENSIONS AND RADII ARE TO THE FACE OF CURB UNLESS OTHERWISE NOTED.
5. EXISTING STRUCTURES WITHIN CONSTRUCTION LIMITS ARE TO BE ABANDONED, REMOVED
OR RELOCATED AS NECESSARY. ALL COST SHALL BE INCLUDED IN BASE BID.
6. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL RELOCATIONS, (UNLESS OTHERWISE NOTED
ON PLANS) INCLUDING BUT NOT LIMITED TO, ALL UTILITIES, STORM DRAINAGE, SIGNS,
TRAFFIC SIGNALS & POLES, ETC. AS REQUIRED. ALL WORK SHALL BE IN ACCORDANCE WITH
GOVERNING AUTHORITIES REQUIREMENTS AND PROJECT SITE WORK SPECIFICATIONS AND
SHALL BE APPROVED BY SUCH. ALL COST SHALL BE INCLUDED IN BASE BID.
7. SITE BOUNDARY, TOPOGRAPHY, UTILITY AND ROAD INFORMATION TAKEN FROM A SURVEY
BY A LAND SURVEYOR OF BOHLER ENGINEERING.
8. TOTAL LAND AREA IS 19.06± ACRES.
9. THE SITE WORK FOR THIS PROJECT SHALL MEET OR EXCEED "THE SITE SPECIFIC
SPECIFICATIONS ".
10. SIGNS SHALL BE CONSTRUCTED BY OTHERS.
11. REFER TO FINAL ARCHITECTURAL PLANS FOR SITE LIGHTING ELECTRICAL PLAN.
12. WETLANDS AND STREAM IMPACTS ARE BEING PERMITTED THROUGH NCDWQ AND THE ARMY
CORPS OF ENGINEERS.
GRADING NOTE:
CONTRACTOR SHALL MATCH EXISTING DRAINAGE PATTERN.
T ROADWAY NOTE
REFER TO THE ROADWAY IMPROVEMENT PLANS
FOR ROADWAY IMPROVEMENTS ALONG INGRAM
DRIVE AND 5 FORKS STREET THAT INCLUDE BUT
ARE NOT LIMITED TO RE- STRIPING AND
ROADWAY WIDENING.
1 10 5 / 20
1
REVISIONS BY
4
urcHVvly
JBW
CHECKED
KJC
DATE
1/7/15
SCALE
1 " =20'
JOB No.
NCC138020
SHEET
D

GENERAL NOTE:
IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THIS PROJECT
NORK SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIVE TC
THE SPECIFICATIONS OR APPLICABLE CODES, IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD IN
WRITING PRIOR TO THE START OF CONSTRUCTION. FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUTE
ACCEPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF THE WORK AS DEFINED BY THE DRAWINGS AND IN
FULL CONFORMANCE WITH LOCAL REGULATIONS AND CODES.
WET DETENTION BASIN HERBACEOUS PLANT SCHEDULE
VEGETATED SHELF PLANTINGS: 6,650 SOUARE FEET OVERALL
QTY BOTANICAL NAME COMMON NAME ROOT SPACING PLANTING RATIO
N
r._._.
I
LANDSCAPE L, ., E,.N D
LLAAREA TO BE SEEDED LAWN (SEE PERMANENT GRASS CHART)
AREA TO BE SODDED LA'h'N (SEE PERMANENT GRASS CHART)
�'+-'++++,++'+1 + + AREA TO BE SEEDED WITH ERNST BASIN SEED MIX
++++++++ (ERNMX• -127, SEE SPECIFICATION) - AREA SHALL NOT BE
+ + MOWED REGULARLY
VEGETATED SHELF PLANTINGS (REFER TO WET DETENTION
BASIN HERBACEOUS SCHEDULE) W, MOWING AREA
a►�a *a�_i
ALL. SEEDING AREAS SHALL BE MEASURED AND VERFIIED BY CONTRACTOR PRIOR TO BID
P Z AID EN I CRASS CHART
ART
SYMBOL
SQ, PT,
V€1RIET'Y
SEEDING RATE
SEED
SIZE
REMARKS
EVERGREEN SHRUB(S)
CH
358,182 SF
-
TURF TYPE SEEDED BER UDAGRASS
SAHARA OR EQUIVALENT
90 TO 135 LBS // ACRE 7
2 TO 3 LBS, / 1000 SQ. FT,
SOD
CONTAINER
IGC
172
FEMME
5,367 SF
BERMUDA TIFWAY 419 v
N/A
MEADOW SEED
550
ILEXVOMITORIA'NANA'
DWARF YAUPON HOLLY
+ + + + +
11,253 SF
ERNST BASIN MIX jERNMX -127) ^
(SEE SPECIFGATio-N)
LANDSCAIDE SCHEDULE
KEY
QTY.
BOTANICAL NAME
COMMON NAME
SIZE
REMARKS
EVERGREEN SHRUB(S)
CH
238
ILEX CORNUTA'CARISSA'
CARISSA HOLLY
18 " -24"
CONTAINER
IGC
172
ILEX GLABRA'COMPACTA'
DWARF INKBERRY HOLLY
24.30"
CONTAINER
YP
550
ILEXVOMITORIA'NANA'
DWARF YAUPON HOLLY
18 " -24"
CONTAINER
TREE(S)
QL
17
QUERCUS LYRATA
OVERCUP OAK
8' -10'
B +B
AB
14
ACER BUERGERANUM
TRIDENT MAPLE
64
B +B
SUBTOTAL:
717
i
I. THE SITEWORK FOR THE GROCERY STORE PORTION OF THIS PROJECT
SHALL MEET OR EXCEED THE CLIENT'S STANDARD SITEWORK
SPECIFICATIONS."
2. ALL NECESSARY INSPECTIONS AND /OR CERTIFICATIONS REQUIRED BY
CODES AND /OR UTILITY SERVICE COMPANIES SHALL BE PERFORMED
PRIOR TO ANNOUNCED BUILDING POSSESSION AND THE FINAL
CONNECTION OF SERVICES.
3. WHEN PROPOSED SPECIES ARE UNAVAILABLE, PLANT SUBSTITUTIONS
MAY BE CONSIDERED WITH APPROVAL BY THE OWNER AND /OR
LANDSCAPE ARCHITECT AS LONG AS PROPOSED MATERIAL IS TRUE TO
PLANTING INTENT AND MEETS CODE REQUIREMENTS.
NOTE TO CONTRACTOR:
118" WIDE SOD STRIP IS REQUIRED BEHIND ALL CONCRETE CURBS /BUFFERS.
OWNER MAINTENANCE RESPONSIBILITIES
/, / Upon Owner's (or Owner contractor's) completion of landscaping work, the Owner is fully responsible for all
future maintenance, care, upkeep, watering, and trimming of all installed vegetation, plants, tree, bushes,
01° t shrubs, grasses, grass, ornamental plants and flowers, flowers, ground cover, and landscaping, including all
landscape islands and areas adjacent or part of the landscaped areas. This responsibility includes, but is not
limited to, the following:
Trees adjacent to walkways and areas of pedestrian traffic must be maintained to assure that any
branches must be limbed up to a clearance height of 7 ft. (from all pedestrian surfaces) or pruned
back_ to avoid-an�- nte[ Pere _nce-with- the-typicaLpoth-oLtrav�L
r • Trees within vehicular sight lines, as illustrated on the landscape plan, are to be trimmed to a
clearance height of 7 ft. (from all paved, traveled surfaces), or as otherwise indicated on the plans.
■ Vegetative ground cover, shrubs and ornamental plants and grasses must be trimmed so that no
portion of the plant exceeds 30 inches above grade (of all paved, travel surfaces) along and within
the sight lines of parking lots and ingress- egress ways.
Fallen plant flowers, fruit, seeds and debris droppings are to be removed immediately from vehicular
and pedestrian traffic areas to prevent tripping, slipping or any other hazards.
--- - - -°- -- These requirements do not affect the plant life guarantees the landscape contractor is required to provide.
I CL
- " SET.DK MNU 6Y: MDARD 1.07.15 0 1:39 PM U9 SAVED Bi
N
REVISIONS BY
UM/AvVIN
JBW
CHECKED
KJC
DATE
1/7/15
SCALE
11.=50'
JOB No.
NCC138020
SHEET
.LD-1

- PUN SEEM PPoNO BY: X00MRO 1.07.15 6 1:39 PY W SAVED BY
PLANTING NOTES:
1. ALL MATERIALS ARE SUBJECT TO THE APPROVAL OF THE LANDSCAPE ARCHITECT BEFORE, DURING,
AND AFTER INSTALLATION.
2. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
UNDERGROUND UTILITIES AND SHALL AVOID DAMAGE TO ALL UTILITIES DURING THE COURSE OF THE
WORK. LOCATIONS OF EXISTING BURIED UTILITY LINES SHOWN ON THE PLANS ARE BASED UPON
BEST AVAILABLE INFORMATION AND ARE TO BE CONSIDERED APPROXIMATE. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR 1) TO VERIFY THE LOCATIONS OF UTILITY LINES AND ADJACENT
TO THE WORK AREA 2) TO PROTECT OF ALL UTILITY LINES DURING THE CONSTRUCTION PERIOD
3) TO REPAIR ANY AND ALL DAMAGE TO UTILITIES, STRUCTURES, SITE APPURTENANCES, ETC. WHICH
OCCURS AS A RESULT OF THE CONSTRUCTION.
3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL QUANTITIES SHOWN ON THESE
PLANS BEFORE PRICING THE WORK.
4. CONTRACTOR SHALL BE RESPONSIBLE FOR DELIVERY SCHEDULE AND PROTECTION BETWEEN
DELIVERY AND PLANTING PER
SPECIFICATIONS TO MAINTAIN HEALTHY CONDITIONS.
5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FULLY MAINTAINING (INCLUDING BUT NOT LIMITED
TO: WATERING, SPRAYING, MULCHING, FERTILIZING, ETC.) ALL OF THE PLANT MATERIALS AND LAWN
FOR THE PERIOD OF TIME SHOWN IN THE 02900 SPEC.
6. ANY PLANT MATERIAL WHICH IS DISEASED, DISTRESSED, DEAD, OR REJECTED (PRIOR TO
SUBSTANTIAL COMPLETION) SHALL BE PROMPTLY REMOVED FROM THE SITE AND REPLACED WITH
MATERIAL OF THE SAME SPECIES, QUANTITY, AND SIZE AND MEETING ALL PLANT LIST
SPECIFICATIONS.
7. THE CONTRACTOR SHALL COMPLETELY GUARANTEE ALL PLANT MATERIAL FOR A PERIOD DEFINED
IN THE 02900 SPEC. THE
CONTRACTOR SHALL PROMPTLY MAKE ALL REPLACEMENTS DURING THE NORMAL PLANTING SEASON.
8. REFER TO WALMART SPECIFICATIONS FOR INFORMATION NEEDED FOR IMPLEMENTATION OF
PLANTING PLANS.
9. ALL PLANT MATERIAL QUANTITIES SHOWN ARE APPROXIMATE. CONTRACTOR SHALL BE RESPONSIBLE
FOR COMPLETE COVERAGE OF
ALL PLANTING BEDS AT SPACING SHOWN.
10. THIS PLAN IS TO BE IMPLEMENTED COOPERATIVELY WITH SWPPP PLAN, AS NEEDED, TO
MAXIMIZE THE EFFECTIVENESS OF THE SWPPP PLAN FOR THIS SITE.
11. THE CONTRACTOR IS ENCOURAGED TO COMPLETE TEMPORARY OR PERMANENT SEEDING OR
SODDING IN STAGES FOR SOIL
STABILIZATION AS AREAS ARE COMPLETED AFTER GRADING.
12. THIS PLAN DOES NOT PRESENT ANY TEMPORARY STABILIZATION REQUIRED AS PART OF SWPPP
PLAN.
13. ALL SEEDING AREAS TO MEASURED AND VERIFIED BY CONTRACTOR PRIOR TO BID AND AGAIN
PRIOR TO SEEDING.
ERNST SEED CO. BASIN FLOOR SEED MIX
SPECIFICATIONS (ERNMX -127):
JBW
I . TREE WRAP
CHECKED
ELYMUS VIRGINICUS
VIRGINIA WILD RYE
25%
MULCH/ TOPSOIL BACKFILL 2. 4" MINIMUM OF HARDWOOD BARK
FOX SEDGE
25%
POA PALUSTRIS
FOWL BLUEGRASS
MULCH COMPACTED OR AS
AGROSTIS SCABRA
MULCH/
TOPSOIL BACKFILL
1. TREE WRAP
SPEC IFIED.
ROOTS ALL AND TRUNK
3%
VERBENA HASTATA
BLUE VERVAIN
3%
3. 3" HIGH SOIL BERM TO HOLD WATER.
SOFT RUSH
ROOTBALL
AND TRUNK
2. 4" MINIMUM OF HARDWOOD BARK
TREE STABILIZATION AND
SCIRPUS CYPERINUS
WOOL GRASS
2%
MULCH COMPACTED OR AS
_
FERTILIZATION SYSTEM 4. STAKE SIZE SHALL BE ONE SIZE
1. FINISH GRADE
�.-- TREE STABILIZATION
AND
SPECIFIED.
HIGHER THAN REQUIRED OF
FOR SIZE O
BLUNT BROOMSEDGE
FERTILIZATION
SYSTEM
COMMON SNEEZEWEED
TREE. REFER TO SITEWORK
2. BACKFILL WITH PREPARED
BLUE FLAG
1%
3. STAKE SIZE SHALL BE ONE SIZE
/ SPECIFICATIONS FOR .APPROVED
PLANTING SOIL MIX AS i
HIGHER THAN REQUIRED FOR SIZE OF
I • MATERIALS AND INSTALLATION
TWICE ROOTBALL SPECIFIED.
( •
TREE. REFER TO SITEWORK
SPECIFICATIONS FOR APPROVED
\ / REQUIREMENTS.
DIAMETER 1 3. 12 "f CLEAN SAND, COMPACTED.
/
MATERIALS AND INSTALLATION
ADJUST LAYER THICKNESS SO
\
5. FINISHED GRADE (SEE GRADING
TOP OF ROOTBALL IS AT EAST
REQUIREMENTS.
PLAN )
1" ABOVE FINISHED GRADE.
4. 3" HIGH SOIL BERM TO HOLD WATER.
PLAN 6. TOP OF ROOTBALL MIN. 1" ABOVE
4. FILTER CLOTH
5. FINISHED GRADE (SEE GRADING PLAN)
FINISHED GRADE
5. SLOPE BOTTOM TO DRAIN
PLAN
6. TOP OF ROOTBALL MIN. 1" ABOVE
7. B & B OR CONTAINERIZED (SEE
2 6. 18 "f AUGERED HOLE
FINISHED GRADE
SPECIFICATIONS FOR ROOT BALL
-III PENETRATE THROUGH
REQUIREMENTS).
I 3 OCCLUDING LAYER TO
: .';
7. B & B OR CONTAINERIZED (SEE
8. PREPARED PLANTING SOIL AS
-III '` :::;.
:..:::;::s;::.; . ::::.....:.:.: - WATER TABLE OR TO A
SPECIFICATIONS FOR ROOT BALL
SPECIFIED.
- -_
4
REQUIREMENTS).
THAN 24" 9
PROPEROPERCOLAAON.RE
_ - I
8. PREPARED PLANTING SOIL AS
DIOAOMEBTERLS SHALL BE ON
a=
ref 11i 7. BACKFILL WITH 1/2" - 3/4"
I I
�O>
SPEC IFIED.
9. ROOTB ALLS GREATER THAN 24"
jW MOUND OF UNDISTURBED SOIL TO
PREVENT SETTLING ROOTB ALLS
- -I }' "a -= 5 GRAVEL.
DIAMETER SHALL BE PLACED ON
Ul � SMALLER THAN 24" IN DIA. MAY
+I _ 6 8. WATER TABLE
MOUND OF UNDISTURBED SOIL TO
SIT ON COMPACTED EARTH.
-I ( - {`ar I I- FOR A PARKING ISLAND
PREVENT SETTLING ROOTBALLS
0 1
_-
7 PLANTING SITUATION,
SMALLER THAN 24" IN DIA. MAY SIT
ON COMPACTED EARTH.
10. UNDISTURBED SUBSOIL
-III- -III- CONTRACTOR TO BACKFILL
PLANTING
2
ENTIRE LENGTH OF
1
8 AREA TO WITHIN 6" OF BACK
10.
UNDISTURBED SUBSOIL
OF CURB OR EDGE OF
3
PAVEMENT.
SECTION
2
NOTES:
4
5 A. FINAL TREE STAKING DETAILS
3 NOTES:
AND PLACEMENT TO BE
POOR DRAINAGE CONDITION
APPROVED B Y OWNER.
N.T.S.
A.
FINAL TREE STAKING DETAILS
B. REMOVE BURLAP, WIRE AND
4
AND PLACEMENT TO BE
STRAPS (ANYTHING THAT
APPROVED BY OWNER.
COULD GIRDLE TREE OR
5
Co >_ RESTRICT ROOT GROWTH) ON
B.
REMOVE BURLAP, WIRE AND
UPPER 1/3 OF FOOTBALL.
STRAPS (ANYTHING THAT
9
-
COULD GIRDLE TREE OR
-_
' ' 6 C. SEE LANDSCAPE NOTES FOR
os/ o!oft PR sRNG
°r I I - �.Y • �.
6
'RESTRICT ROOT GROWTH) ON
�: ' ' _ THE TYPE OF MULCH MATERIAL
~
UPPER 1/3 OF FOOTBALL.
I 7 TO USE.
-I I
I I
7 C .
SEE LANDSC APE NOTES FOR
L-11 - D. PRUNE TREE AS DIRECTED BY
-I I
OF MULCH MATERIAL
12" I I -) I g LANDSCAPE ARCHITECT.
-i
THEUTYPE
I 1 =1
TYP.
8
9 E. BRANCHING HEIGHT TO A.A.N.
D.
PRUNE TREE AS DIRECTED BY
STANDARDS.
III - III -I I
9
LANDSCAPE ARCHITECT.
10
BEST FACE OF SHRUB/
E.
BRANCHING HEIGHT TO A.A.N.
SECTION
GROUNDCOVER TO FACE 1. TOP OF SHRUB FOOTBALLS TO BE
C
PLANTED 1" - 2" HIGH WITH SOIL
10
STANDARDS.
FRONT PLANTING BED. + + MOUNDING UP TO THE TOP OF
1/2 DIAMETER
OF ROOT BALL
REFER TO PLANT + + -I- ROOTBALL.
SCHEDULE FOR + + + + 2. WHEN USED IN MASSES- PRUNE ALL
TYP.
SPACING SHRUBS TO .ACHIEVE A UNIFORM
SMALL TREE PLANTING
MASS /HEIGHT
SECTION
(14' OR LESS)
PLAN
3. 4" MINIMUM OF HARDWOOD BARK
LARGE TREE PLANTING
NJ S.
MULCH COMPACTED OR AS SPECIFIED.
(14' OR GREATER)
1 2 3 4 5 4. EXCAVATE ENTIRE BED SPECIFIED FOR
GROUNDCOVER BED.
N.T.S.
5. 4" MINIMUM OF TOPSOIL TO BRING TO
FINISHED GRADE (SEE GRADING PLAN).
06/07/10 1 ILG TR PLNTG
1 06/07/10 1 1 SM TR PLNTG
6. PREPARED PLANTING SOIL AS
SPEC IFIED. NOTE: WHEN GROUND -
COVERS AND SHRUBS USED IN
1. BASE OF TREE SHALL BE PLANTED
MASSES ENTIRE BED TO BE AMENDED
SLIGHTLY ABOVE (1" MIN.)
fir. • 'r, :g! nu a. 11115
I WITH PLANTING SOIL MIX AS SPECIFIED.
ADJACENT FINISH GRADE. REMOVE
=1
_ `- _
( I I
ALL TWINE & STRAPS & CUT
1. 4" MINIMUM OF HARDWOOD BARK
_' ;' ( -I 7. SCARIFY ROOTBALL SIDES AND
MULCH/ TOPSOIL BACKFILL
BURLAP FROM TOP 1/3 OF
FOOTBALL. NO SYNTHETIC BURLAP
MULCH/ TOPSOIL BACKFILL MULCH COMPACTED OR AS
SPEC IFIED.
_
( :q;:= *-.: -_ -I = I BOTTOM.
-
WILL BE ACCEPTED.
ROOTBALL AND TRUNK 2. STAKE SIZE SHALL BE ONE SIZE
I
I
FOOTBALL AND TRUNK
HIGHER THAN REQUIRED FOR SIZE OF
I I I I 7 6
2. 4" SHREDDED HARDWOOD BARK
TREE STABILIZATION AND TREE. REFER TO SITEWORK
d
TREE STABILIZATION AND
MULCH OR APPROVED EQUAL
FERTILIZATION SPECIFICATIONS FOR APPROVED
~ 12"
FERTILIZATION SYSTEM
SYSTEM MATERIALS AND INSTALLATION
3 F) IA
EEQ1JJ1EFMENTS
TYP.
_
( THE DIAMETER OF
I
\ � /
ROOTB ALL - ROUGHEN SIDES OF TREE
PI T
"
3. 4" MINIMUM OF TOPSOIL TO BRING TO
\ � / FINISHED GRADE (SEE GRADING PLAN).
SECTION
4, HIGH SOIL BERM TO HOLD WATER.
4. TOP OF ROOTBALL MIN. 1" ABOVE
FINISHED GRADE
SHRUB /GROUNDCOVER PLANTING
5. TOPSOIL MIX BACKFILL
5. B &B OR CONTAINERIZED (SEE
PLAN
PLAN
6. TREE WRAP
SPECIFICATIONS FOR ROOT BALL
NTS.
REQUIREMENTS).
7. 4" PIN. OF TOPSOIL TO BRING TO
6. PREPARE PLANTING SOIL AS
FINISHED GRADE (SEE GRADING PLAN)
SPEC IFIED.
8. FOOTBALLS GREATER THAN 24"
05/30/08 1 ISHPB PLNTG
DIAMETER SHALL BE PLACED ON
7. FOOTBALLS GREATER THAN 24"
MOUND OF UNDISTURBED SOIL TO
DIAMETER SHALL BE PLACED ON
PREVENT SETTLING ROOTB ALLS
MOUND OF UNDISTURBED SOIL TO
1. TOP OF SHRUB ROOTB ALLS TO BE PLANTED 1" - 2"
SMALLER THAN 24" IN DIA, MAY
PREVENT SETTLING FOOTBALLS
HIGH WITH SOIL MOUNDING UP TO THE TOP OF ROOTBALL.
SIT ON COMPACTED EARTH.
SMALLER THAN 24" IN DIA. MAY
9. UNDISTURBED SUBSOIL
SIT ON COMPACTED EARTH.
2, WHEN USED IN MASSES- PRUNE ALL SHRUBS TO
ACHIEVE A UNIFORM MASS /HEIGHT
10. PREPARE PLANTING SOIL AS
SPECIFIED.
.
8 UNDISTURBED SUBSOIL
9. 3" HIGH SOIL BERM TO HOLD WATER.
3. 4" MINIMUM OF HARDWOOD BARK MULCH COMPACTED OR
AS SPECIFIED.
_
11. STAKE SIZE SHALL BE ONE SIZE
10. TREE WRAP
BEST FACE OF SHRUB/
HIGHER THAN REQUIRED FOR SIZE
1
GROUNDCOVER TO FACE 4. EXCAVATE ENTIRE BED SPECIFIED FOR GROUNDCOVER
o
OF TREE. REFER TO SITEWORK
11. CUT BACK SLOPE TO PROVIDE A FLAT
FRONT OF PLANTING BED. + + BED.
T
SPECIFICATIONS FOR APPROVED
MATERIALS AND INSTALLATION
2 SURFACE FOR PLANTING.
REFER TO PLANT + + t 5. 4" MINIMUM OF TOPSOIL TO BRING TO FINISHED GRADE
w
REQUIREMENTS.
3
SCHEDULE FOR (SEE GRADING PLAN).
+
SPACING + + +
10 NOTES:
11
6. PREPARED PLANTING SOIL AS SPECIFIED. NOTE: WHEN
Q
fy
NOTES:
PLAN GROUND- COVERS AND SHRUBS USED IN MASSES ENTIRE
LLJ
>
1
_-
A.
A. FINAL TREE STAKING DETAILS
BED TO BE AMENDED WITH PLANTING SOIL MIX AS
~
v
A. FINAL TREE STAKING DETAILS AND
1 AND PLACEMENT TO BE
SPECIFIED.
2
PLACEMENT TO B E APPROVED B Y
4
6
OWNER.
-III APPROVED BY OWNER.
I i-
7. SCARIFY ROOTBALL SIDES AND BOTTOM.
=
3
B. SET TREE AT ORIGINAL DEPTH.
9
B. REMOVE BURLAP, WIRE AND
8. CUT BACK SLOPE TO PROVIDE A FLAT SURFACE FOR
4
REMOVE BURLAP, WIRE AND STRAPS
_
/ STRAPS (ANYTHING THAT
PLANTING.
Q
(ANYTHING THAT COULD GIRDLE TREE
_ 5 COULD GIRDLE TREE OR
Li 7
OR RESTRICT ROOT GROWTH) ON
'• - _,- RESTRICT ROOT GROWTH) ON
S
UPPER 113 OF FOOTBALL.
-I I - UPPER 113 OF ROOTBALL.
.; =s.: 6
-
-
C. SEE LANDSCAPE NOTES FOR THE
K' - I C. SEE LANDSCAPE NOTES FOR
8 1 2 3 4 5
I
TYPE OF MULCH MATERIAL TO USE
THE TYPE OF MULCH MATERIAL
-
I
7 TO USE.
-
D. PRUNE TREE AS DIRECTED BY
c-
° D. PRUNE TREE AS DIRECTED BY
10
LANDSCAPE ARCHITECT
12" 8 LANDSCAPE ARCHITECT.
_
_
1 i I III
�-
E. BRANCHING HEIGHT TO A.A.N.
-III
11
-I
STANDARDS
TYP. E. BRANCHING HEIGHT TO A.A.N.
-I
8
STANDARDS.
12"
i
SECTION TYP.
SECTION
- -
_ -I I
-) II I•II -I 7 6
SECTION
12"
TREE PLANTING ON SLOPE
TYP.
MULTI
-TRUNK TREE PLANTING
N.T.S.
SHRUB /GROUNDCOVER PLANTING ON SLOPE
N.T.S.
N T S.
i
06/07/10 1 IMLT TRNK PLNTG
1 06/07/10 1 1 TR PLNTG SLP
1 05/30/08 1 ISHRB PLNTG SLP
- PUN SEEM PPoNO BY: X00MRO 1.07.15 6 1:39 PY W SAVED BY
PLANTING NOTES:
1. ALL MATERIALS ARE SUBJECT TO THE APPROVAL OF THE LANDSCAPE ARCHITECT BEFORE, DURING,
AND AFTER INSTALLATION.
2. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
UNDERGROUND UTILITIES AND SHALL AVOID DAMAGE TO ALL UTILITIES DURING THE COURSE OF THE
WORK. LOCATIONS OF EXISTING BURIED UTILITY LINES SHOWN ON THE PLANS ARE BASED UPON
BEST AVAILABLE INFORMATION AND ARE TO BE CONSIDERED APPROXIMATE. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR 1) TO VERIFY THE LOCATIONS OF UTILITY LINES AND ADJACENT
TO THE WORK AREA 2) TO PROTECT OF ALL UTILITY LINES DURING THE CONSTRUCTION PERIOD
3) TO REPAIR ANY AND ALL DAMAGE TO UTILITIES, STRUCTURES, SITE APPURTENANCES, ETC. WHICH
OCCURS AS A RESULT OF THE CONSTRUCTION.
3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL QUANTITIES SHOWN ON THESE
PLANS BEFORE PRICING THE WORK.
4. CONTRACTOR SHALL BE RESPONSIBLE FOR DELIVERY SCHEDULE AND PROTECTION BETWEEN
DELIVERY AND PLANTING PER
SPECIFICATIONS TO MAINTAIN HEALTHY CONDITIONS.
5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FULLY MAINTAINING (INCLUDING BUT NOT LIMITED
TO: WATERING, SPRAYING, MULCHING, FERTILIZING, ETC.) ALL OF THE PLANT MATERIALS AND LAWN
FOR THE PERIOD OF TIME SHOWN IN THE 02900 SPEC.
6. ANY PLANT MATERIAL WHICH IS DISEASED, DISTRESSED, DEAD, OR REJECTED (PRIOR TO
SUBSTANTIAL COMPLETION) SHALL BE PROMPTLY REMOVED FROM THE SITE AND REPLACED WITH
MATERIAL OF THE SAME SPECIES, QUANTITY, AND SIZE AND MEETING ALL PLANT LIST
SPECIFICATIONS.
7. THE CONTRACTOR SHALL COMPLETELY GUARANTEE ALL PLANT MATERIAL FOR A PERIOD DEFINED
IN THE 02900 SPEC. THE
CONTRACTOR SHALL PROMPTLY MAKE ALL REPLACEMENTS DURING THE NORMAL PLANTING SEASON.
8. REFER TO WALMART SPECIFICATIONS FOR INFORMATION NEEDED FOR IMPLEMENTATION OF
PLANTING PLANS.
9. ALL PLANT MATERIAL QUANTITIES SHOWN ARE APPROXIMATE. CONTRACTOR SHALL BE RESPONSIBLE
FOR COMPLETE COVERAGE OF
ALL PLANTING BEDS AT SPACING SHOWN.
10. THIS PLAN IS TO BE IMPLEMENTED COOPERATIVELY WITH SWPPP PLAN, AS NEEDED, TO
MAXIMIZE THE EFFECTIVENESS OF THE SWPPP PLAN FOR THIS SITE.
11. THE CONTRACTOR IS ENCOURAGED TO COMPLETE TEMPORARY OR PERMANENT SEEDING OR
SODDING IN STAGES FOR SOIL
STABILIZATION AS AREAS ARE COMPLETED AFTER GRADING.
12. THIS PLAN DOES NOT PRESENT ANY TEMPORARY STABILIZATION REQUIRED AS PART OF SWPPP
PLAN.
13. ALL SEEDING AREAS TO MEASURED AND VERIFIED BY CONTRACTOR PRIOR TO BID AND AGAIN
PRIOR TO SEEDING.
ERNST SEED CO. BASIN FLOOR SEED MIX
SPECIFICATIONS (ERNMX -127):
JBW
CHECKED
ELYMUS VIRGINICUS
VIRGINIA WILD RYE
25%
CAREX VULPINOIDEA
FOX SEDGE
25%
POA PALUSTRIS
FOWL BLUEGRASS
25%
AGROSTIS SCABRA
TICKLEGRASS (ROUGH BENTGRASS)
6%
SPARGANIUM EURYCARPUM
GIANT BUR -REED
3%
VERBENA HASTATA
BLUE VERVAIN
3%
JUNCUS EFFUSUS
SOFT RUSH
2%
SCIRPUS ATROVIRENS
GREEN BULRUSH
2%
SCIRPUS CYPERINUS
WOOL GRASS
2%
SCIRPUS POLYPHYLLUS
MANY- LEAVED BULRUSH
2%
MIMULUS RINGENS
SQUARE STEM MONKEYFLOWER
1%
CAREX SCOPARIA
BLUNT BROOMSEDGE
1%
HELENIUM AUTUMNALE
COMMON SNEEZEWEED
1%
IRIS VERSICOLOR
BLUE FLAG
1%
JUNCOS TENUIS
PATH RUSH
1%
SEEDING RATE: 15 LBS PER ACRE OF THE ERNST MIX WITH AN ADDITIONAL
30 LBS PER ACRE OF GRAIN RYE (AS A NURSE CROP). THE
TEMPORARY SEEDING SPECIFICATION AS NOTED ON THE SOIL EROSION
AND SEDIMENT CONTROL PLAN SHALL APPLY TO THIS AREA.
1.) THE FORMULATION NOTED ABOVE IS REPRESENTATIVE OF THE ERNST
SEED SPECIFICATION. THE MOST CURRENT FORMULATION AS SPECIFIED BY
THE ERNST COMPANY AT THE TIME OF PLANTING SHALL BE USED.
2.) SEED SHOULD BE APPLIED USING DRILL SEEDING OR BROADCAST
SEEDING METHODS ONLY. THIS SEED MIX WILL NOT GERMINATE WELL WITH
HYDROSEEDING METHODS.
3.) THE ENTIRE FACILITY SHALL BE STABILIZED WITH A NORTH AMERICAN
GREEN SC150 STRAW & COCONUT BLANKET (OR APPROVED EQUAL). THE
BLANKET SHOULD BE INSTALLED ON TOP OF THE SEED IN ACCORDANCE WITH
THE MANUFACTURER SPECIFICATIONS.
4.) THE SEED MIX WILL NEED DAILY SUPPLIMENTAL WATERING UNTIL IT HAS
GERMINATED AND REACHED AN AVERAGE HEIGHT OF AT 12 -18 ".
5.) THE SEEDING AREA SHALL BE MOWED ONCE AFTER THE FIRST GROWING
SEASON, EARLY IN THE SPRING, AND THEN SHALL BE MOWED NO MORE
THAN ONCE EVERY THREE YEARS THEREAFTER EARLY IN SPRING ONLY.
ALERT TO CONTRACTOR:
ALL GENERAL CONTRACTOR WORK TO BE COMPLETED
(EARTHWORK, FINAL UTILITIES, AND FINAL GRADING) BY THE
MILESTONE DATE IN PROJECT DOCUMENTS.
REVISIONS BY
DRAWN
JBW
CHECKED
KJC
DATE
1/7/15
SCALE
NTS
JOB No.
NCC138020
SHEET
D-2

GENERAL NOTE 1� Y4 i
+ + + + + + + + + + + + + + + + + + .g
T P T F T DRAWINGS SPECIFICATIONS ASSOCIATED WITH THI P T
IT IS HE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL 0 HE G S S S PROJECT
+ + + + + + + + + + + + + + + + 7
:,•.. m.
m
WORK SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIVE TO + + t t + + + + f + + + + + + + t + r , r , , : : �... "" �." .. , .' -- .,:.. , ; -.. ' "- .. " " .,. `:: -, " .: , - : -" - ' - , .:' -- ' - : ���, �� a .
.� .i ..
THE SPECIFICATIONS OR APPLICABLE CODES IT IS THE CONTRACTOR S RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD IN h T + + + + + + + + + + + + + + ,; J a 4 .• , ,,.. - . , - ,- - ,._, - _ e
1. C9 C. r, .
:: -
„.. „ :- ,.
WRITING PRIOR TO THE START OF CONSTRUCTION. FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUTE rr r r - -"" --- . .. .. r.. , P .c'.. 14 + + ,
ACCEPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF THE WORK AS DEFINED BY THE DRAWINGS AND IN , , d: qd , . :� _. • , -. M. ..,�• r . r - . ,: - - -- - . -.- < - -.. , -.. - -" "� - -•- - ' , - - � _ _ - - _ - .. _ - ___ - _ _ - -- - _ - - . � I� o,�. s,,3, -' -- �� ' . '. „ ,.� _ ���,V �"^•A-
VERTICAL ILLUMINANCE
VALUES EXCEED 0.8 FC MAX.
PER WM STANDARDS; LIGHT
TRESPASS ONTO ADJACENT
UNDEVELOPED PARCEL, NON
CONSIDERED DETRIMENTAL
UNDEVELOPED
FARMLAND
I
�01
0
0
J
I
.9
'.0
0
0
/
Store #: 6789 -00
City King
State NC
Total Area in Square Feet
minus bldg., sidewalk, canopies, Garden Ctr., etc.
307,787 Square Feet
Number of Parking Area Entrances
3 1 Entrances
Actual Initial Lumens Installed
/
-'X_ __ - _ .._
IIINANCE VALUES --''-
FC MAX. PER WM
IHT CONSIDERED
AT ENTRY DRIVE f
X3.5
4
3
.2
2
3
SF4
3
V.3
;,3 m
4
4
V5
�. -_ -... X .....-- ..... ---------- k ..............
X7:6 f
7 ..:
f
1.0 1.0 0.9 /' 1 1.9 1.9 2.1 2.5 2.7 2.5 6 2.7 2.5 2.6 2.6 2 r 2.4 2.5 2.4 1.0 1 1.7 2.2 2.0 1.9 1. 1.2 1. 1.8 2.1 2.3 2 2.0 1.9 .`` 2.0 1.9 1.7 5 1. � 2.9 2.7 2.9 ?�'• ENTRY DDV jN T
_
I
1.6 1.5 .,�, J/ '' �• . ; .. 3.0 2.4 `°� .0 2.2 2.1 1, I.6
1.0 1. 1.1 1.2 1.1 1.1 1.1 1.2 1.4 L 2.0 1.8 2.0 2.3 2. 2.1 2 3 2.9 2,6 2.4 2.6 2.7 2, 2.6 2.6 2,4 2.5 2.2 2.0 1.8 .7 1.9 2.0 2.1 1.8 1.9 0 2.4 1.9 1.43,1 °" { 2.7 3.1 3. 3.7 9
Kk D1K5_42, { 7
l 0.9 1.0 1.1 1.2 1.4 1.4 1.5 1.7 1. 1. 1.7 2.1 2.2 2.3 2 2.9 2.6 2.3 2 3.1 2? 2.7 2.6 2.4 2.1 1.8 7 1.7 1.9 2.0 2.0 4 1. 0 2.1 1.9 1.8 .8 1.9 2.8 2.7 2.9 3A 3.3 3.4 3.5 3. 2'0 ;
\
0.9 1,0 1.2 1,5 \ . .3 1.3 1.3 1.9 2.0 2.0 '2.4 2.4 2.3 .5 2.8 2.5 2.4 2.7 1 2.8 2.5 2,5 2.6 2.5 2. 1 2.5 2.5 1.7 2.0 2.1 2.1 1.3 1. 1.9 1.8 1,8 1." 1.' 1.8 2.5 2.9 \ 3.0 3.0 3.1 T ' AS PAR
r
/rr 1.0 1.2 1.4 1.6 3 '1 X1.6 1.3 1.3 21 2.3 2.4 '2.3 5 2, 2.9 2.6 23 2.5 2.8 0 2.5 2.3 2.5 3.0 2 2. 2.5 2.6 2.6 2.4 2. 02.113 2.3 2.3 23 11 1. 1,8 17 1.8 1. 1.7 1.7 1.9 2.3 2.8 9 2.2�� 2.4 2.7 .8
i
1.1 1.3 1.6 SK5_42 1.6 1.5 1.7 1.7 1. 1.7 7 1.9 2.2 2.3 2.1 '2.2 2. 2.5 2.5 2. 8 2.5 2.5 2.7 2.9 4 2.4 2$ 2.9 2.5 2.6 2.7 2. 3 2.3 2,46".1 ,2.5 .3 2.3 2.2 1.7 1.6 1.5 1. 1.7 1.7 1.8 2.1 2.3 .6 3 2. 2.4 2.7 2.6 '� ' a • m .8 / V TICS
r'f � J J E CEED
r 1.1 1.4 1.5 1.8 1.8 1.7 2.0 1.9 1.8 17 1.8 7 1.8 2.2 2.3 2.1 1.8 2.1 2.4 2,6 3.0 3.1 2.4 2.5 2.8 2.4 2.7 2.4 2.8 2.8 2.6 2. - '12,21 2.3 2.0 1 1.4 1.6 1,7 1.5 1.7 1.9 1.9 2.2 2.5 2.6 2.5 2.2 I. / TANDA
D1K5_42 ENEFIC
1.2 '.5 1.7 1.8 1.8 1.9 2.2 '2.2 1.9 1,8 17 1. 1.8 .7 1.8 2.1 '23 2.3 2.1 2.2 2.5 2.5 :z. 2.6 2. .7 2.6 2.5 3.0 2.4 3 2.4 2.8 17 2.5 2.9 3, 2.8 2.7 2.6 0A 2:01 2 � � ` °� 2.2 2.4 2.1 1. 1. 1.1 1.3 1.4 1.5 1. 1.6 .7 2.2 2.1 .9 1.6 1.3 � l
1.5 1.7 1.8 1.5 1. Z 1.8 2.2 2.0 1.8 1.9 1.8 1.8 1.8 '2.0 2.4 2.5 2.5 2.3 z. 2 2. 2.6 27 2.6 2.7 2.8 7 2.7 3.0 2.6 2.4 0 2. 2.5 2.4 2.6 g.70 � 2. 3 2.2 2.3 2.4 2.2 1.1 1.3 1.4 1.5 1. i. 1.7 1.7 1.6 .4 1.
MAIN PAR] N
1.1 1.2 1.5 1.8 1.6 .5 1.6 1.9 2.2 2.0 1.8 1.8` 1.8 1.9 2. 2.1 2.2 2.2 2.0 1.9 2. I 2.4 2.6 2. 2.1 2 .5 2.7 2.7 2.5 2 ' "'" 8 3.1 2.4 2.5 2.9 0.92. 2.7 2.6 2.3 2.4 2.4 2 1. 1.7 1.8 1.8 1.7 1. 1.0 1.6 1.5 1.4 1. 1.1 .0
1.0 1.1 1.3 1.7 1.7 1.8 1.7 2.0 1.8 1.9 2.1 2.2 2 1.6 1.5 1 2.1 2.1 2. � 1.8 2. 2.3 2.5 1.9 2. 1 2.4 2.6 2.7 2.8 / 2.5 2.6 2.70.4 2.3 2.9 2.3 2.1 2.3 4 2.1 C a 1.8 1.7 1. 5 1.5 1.3 1.1 1.
�� \6 D1K5_42 f Jf jI
p�q 0.9 1.1 1.3 1.8 2. 2.0 1.7 1.5 2.0 2.0 2.0 2.2 '2.2 1. 1.8`'`4•.x.2 2.2 2.0 1.9 1. �.,\ j 2.0 2.2 2.5 �'`' 1.9 1. 2.2 2.5 2.6 2.7 2.8 ``� .0 2.9 2.6 2.4 2.7 2.3 „ 5 2. 2.2 '2.7 2.3 2.0 2. ' .5 2.2 ' .9 1.8 1.6 ' 4 1.4 1.4 1.2 1.0-- �0:5•'•�.,,-
0 0.9 1.1 1.4 1 1.6 2.0 '2.2 2.1 2.2 2.0 2.2 2.2 2.0 1.5 1. 2.4 2.3 2.0 1.9 1.8 8 1.9 2.0 2.2 2. 2.4 2.6 2.5 2.4 2.4 .5 2.7 2.7 2.6 '2.8 9 4 :3 -2.6 2.5 2.3 2.2 2. 2.5 2.0 1.7 1.7 1.7" 6 1. 1.2 1.3 1.2 1.0 0. 0.8
SK5_42
1.0 1.1 1.4 1.4 1.6 1.8 2.0 1.9 2. 2.3 .1 2.2 2.2 1.7 1.5 1. 2.1 2.4 1.8 .8 8 1.9 2.0 2.1 2. 2.5 2.4 2. 1 2.4 2.6 2.6 2.5 5 2.6 2.9 2.4 2.1 2.2 2. 2.3 1.9 1.7 1.7 1.9 6 1.4 1.3 13 1.2 1.0 11 I �l7 O
1 Q 1.1 1,1 1.5 1.4 1.5 1.8 1.8 1.8 2.3 2,5 0 2.2 2.4 ^\ 1.8 1.9 2.2 2.0 1.9 1.8 .9 2.1 2.2 2.2 2.3 2.2 2.2 2.1 1.8 1. 1.9 2.3 2.5 2.6 2.2 2.2 2.5 2.4 2.2 1.9 1.8 1.8 1. 1.3 1.3 1.3 1.2 2 1.1 .9 QP
s�
0,� 1.0 1.1 1.2 1.4 1,7 1.8 1.7 1.7~ 20 4 2.2 9 2.0 2.5 X2.9 2 �� 2.3 2.1 2.0� 2. 2. 2.2 2.4 2.5 2.3 1.9 1„$ 2.0 2.2 2.1 2.0 1.9 2.1 2.5 2.5 2.2 .8 1.9 2.1 2.5 2.5 5 2.6 .1 1.8 1.8 1.9 1. 4 SK5_42 5 1.2 1.0 -.1,,0 �� /
���
r.
0.9 1.0 o� �4
0 _ 1.0 1 1,5 1.5 1.5 1.7 `2 2.4 2. 1.9 2.2 2. 2.3 2. 4 2.9 2.7 2.3 .0 7 1.7 1.9 2.1 2.1 1.9 1.6 �8 2.4 2.4 2.1 1.9 .8 2.1 2.3 2.5 2. 1.9 2.1 2,3 2.4 2.3 3 .3 X2.1 2.0 1.9 2.0 1. 1.4 1.4 1.5 1.2 1.0 .9 1. %
D1K5_42 ,_ f
r MINANCE VALUES
AX. PER WM
' LIGHT CONSIDERED
AT ENTRY DRIVE
0.8 0.9 .9 VE CAL ILLUMINANCE VALUES
1. 1.5 1.6 1.8 2.4 2.1 2.0 2.2 2-6--_ 2.1 .4 3 2.9 2.6 2.4 2.6 2.1 2.1 111 1.5 5 5 2.3 2.5 2.1 1.9 8 1.8 2.0 2.1 2, 4 2.3 2.4 2.3 2.0 .9 1.9 2.1 2.1 1.9 1.8 1. 1.7 1.7 1.4 1.1 1. 0.9 1.0 /
0.7 0.9 0.9 0,9-,- - '�`.� E ED 0.8 FC MAX. PER WM
S f`IDARDS; LIGHT CONSIDERED
1.4 1.5 1.7 2.3 2.2 2.2 2.2 2.2 2.2 .3 2.8 2.6 2.4 2.5 1 2.9 2.7 2.3 2.1 \\9 1. 1.6 2.1 2.5 2.3 1.9 1.8 .9 2.1 2.2 2.2 2.2 2.2 2.0 1.8 1.7 1.7 2.1 2.2 9 1.8 1.6 1.6 1.3 1.1 1. 1. ®;/ / DETRIMENTAL ALONG STREET
0.7 69 0.9 1. 1.1 1.2 1,3 ~
1,9 1 2.2 21 5 2. 2.8 2.6 2.4 2.4 2.7 0 2.6 23 2.5 2.9 ~2. 2.0 2.2 2.1 2.4 2. 9 2.0 2.2 2.4 2.4 X24 1.7 1. 2.1 2.0 1.9 8 ~� 1.8 2.0 2.2 2.1 .9 1.7 1.6 1.5 1.4 1.2 1. A � / LAND, AVF
NITI.,,5HPA7 .1- Arr
0.8 9 1.0 0.7 0.6 0.5 \ ) 1 2. 1.9 2.2 2. 2.5 2.4 2. 2.5 3. 8 2.5 2.5 2.6 2.9 4 2.5 2.8 2.1 2.0 1.9 2. 3 2.4 2.5 2.4 2.3 7 9 ~� 19 2.2 2.0 1.9 1.8 2.0 2.1 2.0 8 0 1.7 1.6 1.4 1.1 1. A j , a�
\ a1l4'�'1 T T.
0.5 0.4 v.6 G.9 0.$ ~ !�' / R 3 465PG 1692
1. 1.8 1. 2.1 '2.4 2• 2.8 3.0 .6 2.3 2.4 2,7 2.3 ` 2.7 2.4 2. 2.0 2.1 2.1 1.8 6 1.6 2.4 2.1 1 9.8 1. 1.9 2.0 2.0 2.0 ((� 1.0 1.8 1.6 1.3 1.0 f I J P7z�r ,3 ' _10 i'881,102
♦ c D1 K5_42 �� 1 f �• "L�.��11ME.�CYA.� _.'SE,
0.7 0.8 O.i 0.9 1.6 1.0 )
2.2 2.6 2. 6 2.3 2.4 2.9 2.4 3 2.3 .7 2.6 2.4 2.9 ��/ 2.0 2.1 2.0 1.7 1.6 1 2.3 2.2 1.8 1. 1.8 1.7 1.8 2.0 6 1.7 1.5 .2 �
0,8 1.1 1.5 1.7 47
2.0 - 9 2, 2,4 2.4 2.3 2.7 2.7 5 2.6 2.9 2.5 2.4� `-3. 3 2, 2.5 2.4 2,3 233 1 1.9 2.2 2.4 2.3 1 '1 1.6 1.7 1.9 2.0 1. 1.5 17 1.6 1.5 1.4 C MERCIAL
111 113 1.5 17 1.8 1.8 % b
♦ 2.1 2.3 2.1 2. .5 2.7 '2.6 2.3 2>'6 3.0 2.4 2.5 2.8 2.7 2.3 2.4 2.4 3 0 1,6 1.7 1.8 1,6 1. 1.2 1.7 1.4 1.2 11 1.2
1.1 1.0 0.9 0.$ 1.2 SK5_42
2.1 1.8 2. X2.0 2.2 2.4 2.5 2.6 9 2.9 2.3 2.5 2.2 2.2 2.7 2.3 2.1 2.3 .4 2.2 1.6 1.7 1 1.5 1.2 1,6 1.4 1.1 1.
~� =21- r~
UNDEVELOPED 1.0 1. 0.6 0.9 .7 /
' .8 M1 2.3 2.4 2.6 .8 2.8 .4 -2.2 2.5 - 2.3 2. 2.0 2.6 '2.2 1.9 2. 3 2.2 9 1.7 1.6 ' 8 1.5 1.3 1.6 1.3 1.1 0. 1 % J
FAMLAND ♦, \ 1.o b7 1.0 1.6 1.9 � fz
NTRY DRIVE SI&OUJ 2.1 2.1 2.1 3 2.5 2.5 2.4 -2 8 2 .2 - ,2.4 2.4 2.1 1.9 1. 2.1 2.0 1.8 1.7 1.6 .5 1, L6 1.4 11 1.0 0. 1.0
019 1135 1.6 13 1.9 2.0 a, j LED STATISTICS SHOWN ARE AT 50000 HOURS L85 RATING ( -12 YEARS @12 HRS /DAY).
1. 2.1 23 2.3 2.2 4 2.5 2.7 2.2 1.8 1.8 1. 2.0 1.8 13 13 1.5 3 1.4 9.4 9,3 1.2 1.1 1. d%
VERTICAL ILLUMINANCE VALUES 1.3 1.5 1.5 1.3 1.1 ,`�,,.,,�'^�. I L85 = OPERATING HOURS AT WHICH AN AVERAGE OF 15% OF INITIAL LUMENS HAVE BEEN LOST IN ATESTED POPULATION OF LED PLATFORMS.
EXCEED 0.8 FC MAX. PER WM ♦ ; �� X2.1 .2 1.9 .9 2.1 2.1 2.1 1.9 1.8 1.6 1.6 1.7 1. 1.3 1.3 1.3 1.4 1 3 I.L O �° � THE POPULATION STILL EMITS 85% OF INITIAL LUMENS. THE LUMINAIRE HAS NOT FAILED. IT IS STILL OPERATING WITH A REDUCED LIGHT OUTPUT.
STANDARDS; LIGHT CONSIDERED
BENEFICIAL FOR FUTURE PAD 1.0 1.0 0.9 1,2 1.3 0.9 � �� �`°�.,,,� � f IN COMPARISON, NON -LED LUMINAIRES ARE RATED WITH MEAN LUMENS MEASURED AT 40-50% OF RATED LIFE, DEPENDING ON TECHNOLOGY,
NT ON UT PARCEL 2.0 1 1.7 1.7 2.0 2.0 2.1 1. 1.7 1.5 1.6 1. 3 1.4 3 1.1 AND RATED LIFE OF B50, WHERE 850 = OPERATING HOURS AT WHICH 50% OF A TESTED POPULATION OF LAMPS HAVE FAILED. 11 \ \� 1.2 0,9 1.3 1.$ 2. \ ,_.... ,,,�-, - � ' O f WALMART HARDSCAPE = 307,787 SO. FT.
MLO ALLOWANCES
based on MLO refease June 15, 2011
Allowable Lumens per Sq /Ft Hardscape (initial) Lumens
Addit. Allowable Lumens per Entrance (Initial) 600 Lumens
Addit. Lumen Allowance For Entrances (Initial) 1,800 Lumens
Site Total Allowable Lumens (Initial) 1,540,735 Lumens
Fixture
Type
B -U -G
Rating
#Luminaires per
pole or # wall
packs
P
# Poles
For wall
packs use "0"
Watts per
Arran Bement
Initial Lumens
per
Arrangement
9
Total Watts
Total #
of Luminaires
Total
Lumens
r:11F2_42
B3 -UO -G3
2
1
342
30400
342
2
30,400
D1F4_42
B2 -UO -G3
2
2
342
28800
684
4
57,600
D1 K5_42
B5-U0-G3
2
8
824
64000
6,592
16
512,000
D2F4_42
B2 -U0-G3
2
2
342
28800
684
4
57,600
SF2_42
B3 -UO -G3
1
3
171
15200
513
3
45,600
SF4_42
B2 -UO -G3
1
4
171
14400
684
4
57,600
SK5_42
85-UO -G3
1
4
412
32000
1,648
4
128,000
T1 K5_42
B5-UO -G3
3
2
1236
96000
2,472
6
192,000
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
BUG ratings on this calculator may differ from BUG on the design due to TM -15 update mid 2011
- PLAN SEr.DWG PRINTED ft. JWOODARD 1.07.15 0 1:40 PM U6T SAVED BY
1
Review
Light Power
Lumens per
Min
E] Reviewed/Api
Company General Electric
PROJECT IS COMPLIANT?
Total Poles
Density
Waft
Total Watts
� Total
Total
Number, Project
,�
Date:
2.87
Revision-.
Luminaires
Lumens
Carpenter
Comment:
LPD
LP
Front Drive Aisle Zone
2.85
4.0
26
0.0442
79
13,619
43
1,080,800
YES
- PLAN SEr.DWG PRINTED ft. JWOODARD 1.07.15 0 1:40 PM U6T SAVED BY
LIGHTING NOTES:
(1000201 - 03/12/12)
1. THIS LIGHTING PLAN DEPICTS PROPOSED SUSTAINED ILLUMINATION LEVELS
CALCULATED USING DATA PROVIDED BY THE NOTED MANUFACTURER. ACTUAL
SUSTAINED SITE ILLUMINATION LEVELS AND PERFORMANCE OF LUMINAIRES
MAY VARY DUE TO VARIATIONS IN WEATHER, ELECTRICAL VOLTAGE,
TOLERANCE IN LAMPS, THE SERVICE LIFE OF EQUIPMENT AND LUMINAIRES AND
OTHER RELATED VARIABLE FIELD CONDITIONS.
2. THE LIGHT LOSS FACTORS USED IN THESE LIGHTING CALCULATIONS ARE 0.765
FOR ALL LED LUMINAIRES, 0.80 FOR ALL HIGH PRESSURE SODIUM LUMINAIRES
AND 0.72 FOR ALL METAL HALIDE LUMINAIRES UNLESS OTHERWISE SPECIFIED.
THESE FACTORS ARE INDICATIVE OF TYPICAL LIGHTING INDUSTRY MODELING
STANDARDS.
3. THE LIGHTING VALUES AND CALCULATION POINTS DEPICTED ON THIS PLAN ARE
ALL ANALYZED ON A HORIZONTAL GEOMETRIC PLANE AT ELEVATION ZERO
(GROUND LEVEL) UNLESS OTHERWISE NOTED.
4. THE LUMINAIRES, LAMPS AND LENSES SHALL BE REGULARLY
INSPECTED /MAINTAINED TO INSURE THAT THEY FUNCTION PROPERLY. THIS
WORK MAY INCLUDE, BUT IS NOT LIMITED TO, VISUAL INSPECTIONS, CLEANING
OF LENSES, AND RELAMPING (IF NECESSARY) AT LEAST ONCE EVERY SIX (6)
MONTHS. J
5. WHERE APPLICABLE, THE EXISTING CONDITION LIGHT LEVELS ILLUSTRATED
ARE REPRESENTATIVE OF AN APPROXIMATION UTILIZING LABORATORY DATA
FOR SIMILAR FIXTURES, UNLESS ACTUAL FIELD MEASUREMENTS ARE TAKEN
WITH A LIGHT METER. DUE TO FACTORS SUCH AS FIXTURE MAINTENANCE,
EQUIPMENT TOLERANCES, WEATHER CONDITIONS, ETC., ACTUAL LIGHT LEVELS
MAY DIFFER. EXISTING LIGHT LEVELS DEPICTED ON THIS PLAN SHOULD BE
CONSIDERED APPROXIMATE.
6. THIS LIGHTING PLAN IS INTENDED TO SHOW THE LOCATIONS AND TYPE OF
LUMINAIRES. POWER SYSTEM, CONDUITS, WIRING AND OTHER ELECTRICAL
COMPONENTS ARE THE RESPONSIBILITY OF THE ARCHITECT AND /OR LIGHTING
CONTRACTOR AS INDICATED IN THE CONSTRUCTION CONTRACT DOCUMENTS.
THESE ITEMS SHALL BE INSTALLED AS REQUIRED BY STATE AND LOCAL
REGULATIONS. CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLATION OF
LIGHTING FIXTURES AND APPURTENANCES IN ACCORDANCE WITH ALL
APPLICABLE BUILDING AND ELECTRICAL CODES.
7. ANY LIGHT LOCATIONS THAT CONFLICT WITH DRAINAGE, UTILITIES, OR OTHER
STRUCTURES SHALL BE BROUGHT TO THE ATTENTION OF THE DESIGNER BY
THE CONTRACTOR PRIOR TO THE START OF CONSTRUCTION'
8. WHEN A BANK ATM IS INCLUDED IN THE PLAN, THE LIGHTING DESIGN
REPRESENTS BOHLER'S UNDERSTANDING AND INTERPRETATION OF THE
REGULATORY LIGHTING LEVELS INTENDED BY PUBLISHED STANDARDS.
9. LIGHTING CONTRACTOR TO COORDINATE WITH THE PROJECT ARCHITECT
REGARDING POWER SOURCE FROM WITHIN THE BUILDING, AND TIMING
DEVICES NECESSARY TO MEET THE DESIGN INTENT.
10. THE LIGHTING CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE
CONTRACTOR REQUIREMENTS INDICATED IN THE SITE PLAN, INCLUDING BUT
NOT LIMITED TO GENERAL NOTES, GRADING AND UTILITY NOTES, SITE SAFETY,
AND GOVERNMENTAL REGULATIONS.
NOTES:
W
1. THE VERTICAL SPILL AT PROPERTY LINES, IDENTIFIED IN RED
BOX AREAS ON PLAN, EXCEEDS 0.8 FC MAX. THIS LIGHT IS
CONSIDERED BENEFICIAL AT ALL MAJOR ROADWAY
INTERSECTIONS AS WELL AS AT INTERNAL COMMERCIAL
BOUNDARIES WHERE THERE IS THE PRESENCE OF EXISTING AREA
LIGHTS FOR THE OVERALL SHOPPING CENTER.
2. TREE LOCATIONS INDICATED ON THE DRAWING AREA MODELED
AS APPROVED THREE DIMENSIONAL OBJECTS T1, T2, AND T3,
THAT REPRESENT THE 10 YR MATURE SIZE. THESE
OBSTRUCTIONS HAVE BEEN ACCOUNTED FOR IN THE
PHOTOMETRIC DESIGN.
Calculation Summary Illuminance Foot - candles
1
Review
Avg
Reviewed/Approve
Min
E] Reviewed/Api
Company General Electric
GE Lighting Solutions
■ Reviewed/Rejected
0.4
2.00
Project Walmart
#6789 Ki NC
Number, Project
,�
Date:
2.87
Revision-.
Entry Drive Zone South
Reviewer- Richard
Carpenter
Comment:
3.28
LIGHTING NOTES:
(1000201 - 03/12/12)
1. THIS LIGHTING PLAN DEPICTS PROPOSED SUSTAINED ILLUMINATION LEVELS
CALCULATED USING DATA PROVIDED BY THE NOTED MANUFACTURER. ACTUAL
SUSTAINED SITE ILLUMINATION LEVELS AND PERFORMANCE OF LUMINAIRES
MAY VARY DUE TO VARIATIONS IN WEATHER, ELECTRICAL VOLTAGE,
TOLERANCE IN LAMPS, THE SERVICE LIFE OF EQUIPMENT AND LUMINAIRES AND
OTHER RELATED VARIABLE FIELD CONDITIONS.
2. THE LIGHT LOSS FACTORS USED IN THESE LIGHTING CALCULATIONS ARE 0.765
FOR ALL LED LUMINAIRES, 0.80 FOR ALL HIGH PRESSURE SODIUM LUMINAIRES
AND 0.72 FOR ALL METAL HALIDE LUMINAIRES UNLESS OTHERWISE SPECIFIED.
THESE FACTORS ARE INDICATIVE OF TYPICAL LIGHTING INDUSTRY MODELING
STANDARDS.
3. THE LIGHTING VALUES AND CALCULATION POINTS DEPICTED ON THIS PLAN ARE
ALL ANALYZED ON A HORIZONTAL GEOMETRIC PLANE AT ELEVATION ZERO
(GROUND LEVEL) UNLESS OTHERWISE NOTED.
4. THE LUMINAIRES, LAMPS AND LENSES SHALL BE REGULARLY
INSPECTED /MAINTAINED TO INSURE THAT THEY FUNCTION PROPERLY. THIS
WORK MAY INCLUDE, BUT IS NOT LIMITED TO, VISUAL INSPECTIONS, CLEANING
OF LENSES, AND RELAMPING (IF NECESSARY) AT LEAST ONCE EVERY SIX (6)
MONTHS. J
5. WHERE APPLICABLE, THE EXISTING CONDITION LIGHT LEVELS ILLUSTRATED
ARE REPRESENTATIVE OF AN APPROXIMATION UTILIZING LABORATORY DATA
FOR SIMILAR FIXTURES, UNLESS ACTUAL FIELD MEASUREMENTS ARE TAKEN
WITH A LIGHT METER. DUE TO FACTORS SUCH AS FIXTURE MAINTENANCE,
EQUIPMENT TOLERANCES, WEATHER CONDITIONS, ETC., ACTUAL LIGHT LEVELS
MAY DIFFER. EXISTING LIGHT LEVELS DEPICTED ON THIS PLAN SHOULD BE
CONSIDERED APPROXIMATE.
6. THIS LIGHTING PLAN IS INTENDED TO SHOW THE LOCATIONS AND TYPE OF
LUMINAIRES. POWER SYSTEM, CONDUITS, WIRING AND OTHER ELECTRICAL
COMPONENTS ARE THE RESPONSIBILITY OF THE ARCHITECT AND /OR LIGHTING
CONTRACTOR AS INDICATED IN THE CONSTRUCTION CONTRACT DOCUMENTS.
THESE ITEMS SHALL BE INSTALLED AS REQUIRED BY STATE AND LOCAL
REGULATIONS. CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLATION OF
LIGHTING FIXTURES AND APPURTENANCES IN ACCORDANCE WITH ALL
APPLICABLE BUILDING AND ELECTRICAL CODES.
7. ANY LIGHT LOCATIONS THAT CONFLICT WITH DRAINAGE, UTILITIES, OR OTHER
STRUCTURES SHALL BE BROUGHT TO THE ATTENTION OF THE DESIGNER BY
THE CONTRACTOR PRIOR TO THE START OF CONSTRUCTION'
8. WHEN A BANK ATM IS INCLUDED IN THE PLAN, THE LIGHTING DESIGN
REPRESENTS BOHLER'S UNDERSTANDING AND INTERPRETATION OF THE
REGULATORY LIGHTING LEVELS INTENDED BY PUBLISHED STANDARDS.
9. LIGHTING CONTRACTOR TO COORDINATE WITH THE PROJECT ARCHITECT
REGARDING POWER SOURCE FROM WITHIN THE BUILDING, AND TIMING
DEVICES NECESSARY TO MEET THE DESIGN INTENT.
10. THE LIGHTING CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE
CONTRACTOR REQUIREMENTS INDICATED IN THE SITE PLAN, INCLUDING BUT
NOT LIMITED TO GENERAL NOTES, GRADING AND UTILITY NOTES, SITE SAFETY,
AND GOVERNMENTAL REGULATIONS.
NOTES:
W
1. THE VERTICAL SPILL AT PROPERTY LINES, IDENTIFIED IN RED
BOX AREAS ON PLAN, EXCEEDS 0.8 FC MAX. THIS LIGHT IS
CONSIDERED BENEFICIAL AT ALL MAJOR ROADWAY
INTERSECTIONS AS WELL AS AT INTERNAL COMMERCIAL
BOUNDARIES WHERE THERE IS THE PRESENCE OF EXISTING AREA
LIGHTS FOR THE OVERALL SHOPPING CENTER.
2. TREE LOCATIONS INDICATED ON THE DRAWING AREA MODELED
AS APPROVED THREE DIMENSIONAL OBJECTS T1, T2, AND T3,
THAT REPRESENT THE 10 YR MATURE SIZE. THESE
OBSTRUCTIONS HAVE BEEN ACCOUNTED FOR IN THE
PHOTOMETRIC DESIGN.
Calculation Summary Illuminance Foot - candles
Label
Avg
Max
Min
Avg /Min
Max /Min
DSD Bale & Pallet Loading Zone
0.80
1.2
0.4
2.00
3.00
Entry Drive Zone North
2.01
3.5
0.7
2.87
5.00
Entry Drive Zone South
1.31
2.3
0.4
3.28
5.75
Front Drive Aisle Zone
2.85
4.0
2.2
1.30
1.82
Limited Parking Lot Zone
1.12
1.7
0.7
1.60
2.43
Main Parking Vertical In
0.93
1.4
0.4
2.33
3.50
Main Parking Vertical Out
0.96
1.4
0.6
1.60
2.33
Main Parking Zone
2.07
3.9
0.8
2.59
4.88
Phamarcy Drive Thru
1.44
2.7
0.7
2.06
3.86
Property Line East
0.55
1.8
0.0
N.A.
N.A.
Property Line North
0.02
0.1
0.0
N.A.
N.A.
Property Line South
0.89
1.8
0.1
8.90
18.00
Property Line West
0.35
1.4
0.0
N.A.
N.A.
Rear Drive Zone
0.70
1.5
0.2
3.50
7.50
Luminaire Schedule
Symbol
Qty
Label
Arrangement
LLF
Description
Arr. Watts
Arr. Lum. Lumens
BUG Rating
EBW
1
D1 F2_42
BACK -BACK
0.765
2- EA.S_5F2F5509BBLCKD2F 39ft pole on 3ft base
342
30400
B3 -UO -G3
2
D1 F4_42
BACK -BACK
0.765
2- EAS_5F4F5509BBLCKD2F 39ft pole on 3ft base
342
28800
B2 -UO -G3
8
D1 K5_42
BACK -BACK
0.765
2- EAS_5K5N7509BBLCKD2F 39ft pole on 3ft base
824
64000
B5-UO -G3
2
D2F4_42
ROTATED OPTICS
0.765
1- EAS_5F4R5509BBLCKD2F and 1- EAS_5F4L5509BBLCKD2F 39ft pole on 3ft base
342
28800
B2 -UO -G3
3
SF2_42
SINGLE
0.765
1- EAS_5F2F5509BBLCKD2F 39ft pole on 3ft base
171
15200
B3 -UO -G3
4
SF4_42
SINGLE
0.765
1- EAS_5F4F5509BBLCKD2F 39ft pole on 3ft base
171
14400
B2 -UO -G3
4
SK5_42
SINGLE
0.765
1- EAS_5K5N7509BBLCKD2F 39ft pole on 3ft base
412
32000
B5-UO -G3
2
T1 K5_42
3 @ 90 DEGREE
0.765
3- EAS_5K5N7509BBLCKD2F 39ft pole on 3ft base
1236
96000
B5-UO -G3
vcr%i I vrAL . v.
, \ I
EXCEED 0.8 FC MAX. PER W `
M ; �u,3 •: d - -.� -- - ..:-., - a ---- :- 1- STANDARDS; LIGHT CONSIDERED
BENEFICIAL AT ENTRY DRIVE
..' a4..•� 6,.. •, � �, •m- '.-_ viii
O
l "1..� \V 1we 11 at Ij I 11 I����I"
(Gook
REFER TO DETAIL SHEET FOR
LIGHT POLE FOUNDATION DETAILS
REVISIONS BY
UKAVVIV
JBW
CHECKED
KJC
DATE
1/7/15
SCALE
1 " =30'
JOB No.
NCC 138020
SHEET
0

IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THIS PROJECT
WORK SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIVE TO
THE SPECIFICATIONS OR APPLICABLE CODES, IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD IN
WRITING PRIOR TO THE START OF CONSTRUCTION. FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUTE
ACCEPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF THE WORK AS DEFINED BY THE DRAWINGS AND IN
Store #: 6789 -00
Ci King
State NC
Total Area in Square Feet
minus bldg., sidewalk, canopies, Garden Ctr., etc.
307,787 Square Feet
Number of Parking Area Entrances
1 3 jEntrances
Actual Initial Lumens Installed
MLO ALLOWANCES
based on MLO release June 15. 2011
vable Lumens per Sq /Ft Hardscape (Initial) Lumens
t. Allowable Lumens per Entrance (Initial) 600 Lumens
t. Lumen Allowance For Entrances (Initial) r 1,800 Lumens
Total Allowable Lumens (Initial) 1,540,735 Lumens
Fixture
Type
B -U -G
Rating
#Luminaires per
pole or # wall
packs
# Poles
For wall
packs use "0"
Watts per
Arrangement
Initial Lumens
per
Arrangement
Total Watts
Total #
of Luminaires
Total
Lumens
D1F2_42
B3 -UO -G3
2
1
342
30400
342
2
30,400
D1 F4_42
B2 -UO -G3
2
2
342
28800
684
4
57,600
DI K5_42
B5-UO -G3
2
8
824
64000
6,592
16
512,000
D2F4_42
B2 -UO -G3
2
2
342
28800
684
4
57,600
SF2_42
B3 -UO -G3
1
3
171
15200
513
3
45,600
SF4_42
B2 -UO -G3
1
4
171
14400
684
4
57,600
SK5_42
B5 -UO -G3
1
4
412
32000
1,648
4
128,000
T1 K5_42
B5 -UO -G3
3
2
1236
96000
2,472
6
192,000
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
BUG ratinqs on this calculator may differ from BUG on the desiqn due to TM -15 update mid 2011
0 '
0
do
TRACT ONE
LANDS N/F
PAMELA K. STR0UD, MICHAEL A.
STROUDANDFORRESTH. STROUD
D. B. 641 PG. 1322
PIN 599107791761
VACANT
OV
4
D
V0
1
.0 N 918,947
0
•
T
PC-.1 DE VELOJrMEN.
COMIC LC
D.B. 7P 916
PIN S 91088 9723
COMM RCI USE
0
+
+ ++
+ + + ++
+ + + + + + + ++
+ + + + + + + + +
+ + + +
+ + + + + + + + + + + + +
. + + + + + + + + + + + + + + + + + +
+ + + + + + + + + + + + + + + + + + + +
+ + + + + + + + + + + + + + + + + + + + + +
+ + + + + + + + + + + + + + + + + + + + + + +
. . + + + + + + + + + + + + + + + + + + + + + +
+ + + + + + + + + + + + + + + + + + + + + + + + + +
+ + + . . + + + + + + + + + + + + + + + + + + + + + +
+ + + + + + + + + + + + + + + + + + + + + + + + + + + +
. . + + + + + + + + + + + + + + + + + + + + + + + + + + +
+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +
+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +
+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +
+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +
+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +
+ + + + + + + + + + + + + + + + + + + + + + + + + + + + +IJN DZ\*�Et+OPE- D + + + + + + + + + + + + + + + + ++
+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++ .� +� +I+ + + + + + + + + + + + + + + + + + + + + ++
' + + + + + + + + + + + + + + + + + +�V4�- km + + + + + + + + +
+ + + + + + + + + + + -F + + + + + + + + + + + + + + + + + + +
+ + + + + + + + + + + + + + + + + + + + + + + + + + + + +
+ + + + + + + + + + + + + + + + + + + + + + + + + + + +
+ + + + + + + + + + + + + + + + + + + + + + + + + + + +
+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + +
' + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +
+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +
+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + +
+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +
+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +
+++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++
+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +
+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +
+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +
+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +
+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +
+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +
+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +
+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +
' + + +
++++++++++++++++++++++++++++++++++++++++++++++++++++++++ + + + +
+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +
+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + +
+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +
+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +
+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +
+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +
+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + +
+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +
+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +
+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + +
+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +
+ + + + + + + + + + + + + + + + + + + + + + + + + + + + ++
+ + + + + + + + + + + + + + + + + + + + + + + + + + + + ++
+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++
+ + + + + + + + + + + + + + + + + + + + + + + + + + + + ++
+ + + + + + + + + + + + + + + + + + + + + + + + + + + + ++
+ + + + + + + + + + + + + + + + + + + + + + + + + + + + ++
+ + + + ++ + + + + + + + + + + + + + + + + + + + + ++
+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + SF4_42
+ + + + + + + + + + + + + + + + + + + + + + + + + + + + +
+ + + + + + + + + + + + + + + + + + + + + + + + + + + + +
+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + +
+ + + + + + + + + + + + + + + + + + ++ + + + + + + ++
+ + + + + + + + + + + + + + + + + + + ++ + + + + + ++
+ + + + + + + + + + + + + + + + + + + + + + + + + + ++�+
+ + + + + + + + + + + + + + + + + + + + + + + + + + ++
+ + + + + + + + + + + + + + + + + + + + + + + + + + + ++
+ + + + + + + + + + + + + + + + + + + + + + + + + + + ++ 15
+ + + + + + + + + + + + + + + + + + + + + + + + + + ++
+ + + + + + ++ + + + + + + + + + + + + + ++
+ + + + + + + + + + + + + + + + + + + + + ++
+ + + + + + + + + + + + + + + +
+ + + + + + + + ++++++++
+
.2 13
5 1.6 6
l�
1.7
LED STATISTICS SHOWN ARE AT 50000 HOURS L85 RATING ( -12 YEARS @12 HRS /DAY)
L85 = OPERATING HOURS AT WHICH AN AVERAGE OF 15% OF INITIAL LUMENS HAVE BEEN LOST IN A TESTED POPULATION OF LED PLATFORMS.
THE POPULATION STILL EMITS 85% OF INITIAL LUMENS. THE LUMINAIRE HAS NOT FAILED. IT IS STILL OPERATING WITH A REDUCED LIGHT OUTPUT.
IN COMPARISON, NON -LED LUMINAIRES ARE RATED WITH MEAN LUMENS MEASURED AT 40 -50% OF RATED LIFE, DEPENDING ON TECHNOLOGY,
AND RATED LIFE OF B50, WHERE B50 = OPERATING HOURS AT WHICH 50% OF A TESTED POPULATION OF LAMPS HAVE FAILED.
WALMART HARDSCAPE = 307,787 So FT.
III
3
5
t
i
I
I
I
t
Luminaire Schedule
Symbol
Light Power
Lumens per
Arrangement
LLF
Description
PROJECT IS COMPLIANT?
Total Poles
Density
Watt
Total Watts
Total
Total
0.765
2- EAS_5F2F5509BBLCKD2F 39ft pole on 3ft base
342
30400
63 -U0-G3
mi
Lunaires
Lumens
D1 F4_42
BACK -BACK
LPD
(LPN
342
28800
B2 -UO -G3
26
0.0442
79
13,619
43
1,080,800
YES
0 '
0
do
TRACT ONE
LANDS N/F
PAMELA K. STR0UD, MICHAEL A.
STROUDANDFORRESTH. STROUD
D. B. 641 PG. 1322
PIN 599107791761
VACANT
OV
4
D
V0
1
.0 N 918,947
0
•
T
PC-.1 DE VELOJrMEN.
COMIC LC
D.B. 7P 916
PIN S 91088 9723
COMM RCI USE
0
+
+ ++
+ + + ++
+ + + + + + + ++
+ + + + + + + + +
+ + + +
+ + + + + + + + + + + + +
. + + + + + + + + + + + + + + + + + +
+ + + + + + + + + + + + + + + + + + + +
+ + + + + + + + + + + + + + + + + + + + + +
+ + + + + + + + + + + + + + + + + + + + + + +
. . + + + + + + + + + + + + + + + + + + + + + +
+ + + + + + + + + + + + + + + + + + + + + + + + + +
+ + + . . + + + + + + + + + + + + + + + + + + + + + +
+ + + + + + + + + + + + + + + + + + + + + + + + + + + +
. . + + + + + + + + + + + + + + + + + + + + + + + + + + +
+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +
+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +
+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +
+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +
+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +
+ + + + + + + + + + + + + + + + + + + + + + + + + + + + +IJN DZ\*�Et+OPE- D + + + + + + + + + + + + + + + + ++
+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++ .� +� +I+ + + + + + + + + + + + + + + + + + + + + ++
' + + + + + + + + + + + + + + + + + +�V4�- km + + + + + + + + +
+ + + + + + + + + + + -F + + + + + + + + + + + + + + + + + + +
+ + + + + + + + + + + + + + + + + + + + + + + + + + + + +
+ + + + + + + + + + + + + + + + + + + + + + + + + + + +
+ + + + + + + + + + + + + + + + + + + + + + + + + + + +
+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + +
' + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +
+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +
+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + +
+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +
+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +
+++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++
+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +
+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +
+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +
+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +
+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +
+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +
+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +
+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +
' + + +
++++++++++++++++++++++++++++++++++++++++++++++++++++++++ + + + +
+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +
+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + +
+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +
+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +
+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +
+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +
+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + +
+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +
+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +
+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + +
+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +
+ + + + + + + + + + + + + + + + + + + + + + + + + + + + ++
+ + + + + + + + + + + + + + + + + + + + + + + + + + + + ++
+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++
+ + + + + + + + + + + + + + + + + + + + + + + + + + + + ++
+ + + + + + + + + + + + + + + + + + + + + + + + + + + + ++
+ + + + + + + + + + + + + + + + + + + + + + + + + + + + ++
+ + + + ++ + + + + + + + + + + + + + + + + + + + + ++
+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + SF4_42
+ + + + + + + + + + + + + + + + + + + + + + + + + + + + +
+ + + + + + + + + + + + + + + + + + + + + + + + + + + + +
+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + +
+ + + + + + + + + + + + + + + + + + ++ + + + + + + ++
+ + + + + + + + + + + + + + + + + + + ++ + + + + + ++
+ + + + + + + + + + + + + + + + + + + + + + + + + + ++�+
+ + + + + + + + + + + + + + + + + + + + + + + + + + ++
+ + + + + + + + + + + + + + + + + + + + + + + + + + + ++
+ + + + + + + + + + + + + + + + + + + + + + + + + + + ++ 15
+ + + + + + + + + + + + + + + + + + + + + + + + + + ++
+ + + + + + ++ + + + + + + + + + + + + + ++
+ + + + + + + + + + + + + + + + + + + + + ++
+ + + + + + + + + + + + + + + +
+ + + + + + + + ++++++++
+
.2 13
5 1.6 6
l�
1.7
LED STATISTICS SHOWN ARE AT 50000 HOURS L85 RATING ( -12 YEARS @12 HRS /DAY)
L85 = OPERATING HOURS AT WHICH AN AVERAGE OF 15% OF INITIAL LUMENS HAVE BEEN LOST IN A TESTED POPULATION OF LED PLATFORMS.
THE POPULATION STILL EMITS 85% OF INITIAL LUMENS. THE LUMINAIRE HAS NOT FAILED. IT IS STILL OPERATING WITH A REDUCED LIGHT OUTPUT.
IN COMPARISON, NON -LED LUMINAIRES ARE RATED WITH MEAN LUMENS MEASURED AT 40 -50% OF RATED LIFE, DEPENDING ON TECHNOLOGY,
AND RATED LIFE OF B50, WHERE B50 = OPERATING HOURS AT WHICH 50% OF A TESTED POPULATION OF LAMPS HAVE FAILED.
WALMART HARDSCAPE = 307,787 So FT.
III
3
5
t
i
I
I
I
t
Luminaire Schedule
Symbol
Qty
Label
Arrangement
LLF
Description
Arr. Watts
Arr. Lum. Lumens
BUG Rating
OW
1
D1 F2_42
BACK -BACK
0.765
2- EAS_5F2F5509BBLCKD2F 39ft pole on 3ft base
342
30400
63 -U0-G3
MM
2
D1 F4_42
BACK -BACK
0.765
2- EAS_5F4F5509BBLCKD2F 39ft pole on 3ft base
342
28800
B2 -UO -G3
MM
8
D1 K5_42
BACK -BACK
0.765
2- EAS_5K5N7509BBLCKD2F 39ft pole on 3ft base
824
64000
B5-UO -G3
Main Parking Vertical In
2
D2F4_42
ROTATED OPTICS
0.765
1- EAS_5F4R5509BBLCKD2F and 1- EAS_5F4L5509BBLCKD2F 39ft pole on 3ft base
342
28800
B2 -UO -G3
0.6
3
SF2_42
SINGLE
0.765
1- EAS_5F2F5509BBLCKD2F 39ft pole on 3ft base
171
15200
B3 -UO -G3
Phamarcy Drive Thru
4
SF4_42
SINGLE
0.765
1- EAS_5F4F5509BBLCKD2F 39ft pole on 3ft base
171
14400
B2 -UO -G3
0.0
4
SK5_42
SINGLE
0.765
1- EAS_5K5N7509BBLCKD2F 39ft pole on 3ft base
412
32000
65 -U0 -G3
Property Line South
2
1 T1 K5_42
3 @ 90 DEGREE
0.765
3- EAS_5K5N7509BBLCKD2F 39ft pole on 3ft base
1236
96000
135-UO -G3
- PLAN SEr.DWG PRINTED BY: JWOODW 1.07.15 0 1:41 PM UST SAVED BY
J1 IG HIS ING NOTIES:
(1000201 - 03/12/12)
THIS LIGHTING PLAN DEPICTS PROPOSED SUSTAINED ILLUMINATION LEVELS
CALCULATED USING DATA PROVIDED BY THE NOTED MANUFACTURER. ACTUAL
SUSTAINED SITE ILLUMINATION LEVELS AND PERFORMANCE OF LUMINAIRES
MAY VARY DUE TO VARIATIONS IN WEATHER, ELECTRICAL VOLTAGE,
TOLERANCE IN LAMPS, THE SERVICE LIFE OF EQUIPMENT AND LUMINAIRES AND
OTHER RELATED VARIABLE FIELD CONDITIONS.
2. THE LIGHT LOSS FACTORS USED IN THESE LIGHTING CALCULATIONS ARE 0.765
FOR ALL LED LUMINAIRES, 0.80 FOR ALL HIGH PRESSURE SODIUM LUMINAIRES
AND 0.72 FOR ALL METAL HALIDE LUMINAIRES UNLESS OTHERWISE SPECIFIED.
THESE FACTORS ARE INDICATIVE OF TYPICAL LIGHTING INDUSTRY MODELING
STANDARDS.
3. THE LIGHTING VALUES AND CALCULATION POINTS DEPICTED ON THIS PLAN ARE
ALL ANALYZED ON A HORIZONTAL GEOMETRIC PLANE AT ELEVATION ZERO
(GROUND LEVEL) UNLESS OTHERWISE NOTED.
4. THE LUMINAIRES, LAMPS AND LENSES SHALL BE REGULARLY
INSPECTED /MAINTAINED TO INSURE THAT THEY FUNCTION PROPERLY. THIS
WORK MAY INCLUDE, BUT IS NOT LIMITED TO, VISUAL INSPECTIONS, CLEANING
OF LENSES, AND RELAMPING (IF NECESSARY) AT LEAST ONCE EVERY SIX (6)
MONTHS.
5. WHERE APPLICABLE, THE EXISTING CONDITION LIGHT LEVELS ILLUSTRATED
ARE REPRESENTATIVE OF AN APPROXIMATION UTILIZING LABORATORY DATA
FOR SIMILAR FIXTURES, UNLESS ACTUAL FIELD MEASUREMENTS ARE TAKEN
WITH A LIGHT METER. DUE TO FACTORS SUCH AS FIXTURE MAINTENANCE,
EQUIPMENT TOLERANCES, WEATHER CONDITIONS, ETC., ACTUAL LIGHT LEVELS
MAY DIFFER. EXISTING LIGHT LEVELS DEPICTED ON THIS PLAN SHOULD BE
CONSIDERED APPROXIMATE.
6. THIS LIGHTING PLAN IS INTENDED TO SHOW THE LOCATIONS AND TYPE OF
LUMINAIRES. POWER SYSTEM, CONDUITS, WIRING AND OTHER ELECTRICAL
COMPONENTS ARE THE RESPONSIBILITY OF THE ARCHITECT AND /OR LIGHTING
CONTRACTOR AS INDICATED IN THE CONSTRUCTION CONTRACT DOCUMENTS.
THESE ITEMS SHALL BE INSTALLED AS REQUIRED BY STATE AND LOCAL
REGULATIONS. CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLATION OF
LIGHTING FIXTURES AND APPURTENANCES IN ACCORDANCE WITH ALL
APPLICABLE BUILDING AND ELECTRICAL CODES.
7. ANY LIGHT LOCATIONS THAT CONFLICT WITH DRAINAGE, UTILITIES, OR OTHER
STRUCTURES SHALL BE BROUGHT TO THE ATTENTION OF THE DESIGNER BY
THE CONTRACTOR PRIOR TO THE START OF CONSTRUCTION.
8. WHEN A BANK ATM IS INCLUDED IN THE PLAN, THE LIGHTING DESIGN
REPRESENTS BOHLER'S UNDERSTANDING AND INTERPRETATION OF THE
REGULATORY LIGHTING LEVELS INTENDED BY PUBLISHED STANDARDS.
9. LIGHTING CONTRACTOR TO COORDINATE WITH THE PROJECT ARCHITECT
REGARDING POWER SOURCE FROM WITHIN THE BUILDING, AND TIMING
DEVICES NECESSARY TO MEET THE DESIGN INTENT.
10. THE LIGHTING CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE
CONTRACTOR REQUIREMENTS INDICATED IN THE SITE PLAN, INCLUDING BUT
NOT LIMITED TO GENERAL NOTES, GRADING AND UTILITY NOTES, SITE SAFETY,
AND GOVERNMENTAL REGULATIONS.
NOTES:
1. THE VERTICAL SPILL AT PROPERTY LINES, IDENTIFIED IN RED
BOX AREAS ON PLAN, EXCEEDS 0.8 FC MAX. THIS LIGHT IS
CONSIDERED BENEFICIAL AT ALL MAJOR ROADWAY
INTERSECTIONS AS WELL AS AT INTERNAL COMMERCIAL
BOUNDARIES WHERE THERE IS THE PRESENCE OF EXISTING AREA
LIGHTS FOR THE OVERALL SHOPPING CENTER.
2. TREE LOCATIONS INDICATED ON THE DRAWING AREA MODELED
AS APPROVED THREE DIMENSIONAL OBJECTS T1, T2, AND T3,
THAT REPRESENT THE 10 YR MATURE SIZE. THESE
OBSTRUCTIONS HAVE BEEN ACCOUNTED FOR IN THE
PHOTOMETRIC DESIGN.
Calculation Summary Illuminance Foot - candles
Label
Avg
Max
Min
Avg /Min
Max /Min
DSD Bale & Pallet Loading Zone
0.80
1.2
0.4
2.00
3.00
Entry Drive Zone North
2.01
3.5
0.7
2.87
5.00
Entry Drive Zone South
1.31
2.3
0.4
3.28
5.75
Front Drive Aisle Zone
2.85
4.0
2.2
1.30
1.82
Limited Parking Lot Zone
1.12
1.7
0.7
1.60
2.43
Main Parking Vertical In
0.93
1.4
0.4
2.33
3.50
Main Parking Vertical Out
0.96
1.4
0.6
1.60
2.33
Main Parking Zone
2.07
3.9
0.8
2.59
4.88
Phamarcy Drive Thru
1.44---
2.7
0.7
2.06
3.86 -_.
Property Line East
0.55
1.8
0.0
N.A.
N.A.
Property Line North
0.02
01
0.0
N.A.
N.A.
Property Line South
0.89
1.8
0.1
8.90
18.00
Property Line West
0.35
1.4
1 0.0
N.A.
N.A.
Rear Drive Zone
0.70
1.5
0.2
3.50
7.50
l"I:I" CITY ORDINANCE I"I'Q UIR3EAIEAT ;
THE HEIGHT LIMIT OF ANY LIGHT
SHALL 1. >I:3 FEET. PROPOSED I.IG IT5
ARE AT A 42'HEIGHT.
THIS IS I"I.AV TO BE UTILIZED I.I%ED FO
LIGHTING PURPOSES ONLY
REFER TO DETAIL SHEET FOR
LIGHT POLE FOUNDATION DETAILS
REVISIONS BY
DRAWN
JBW
CHECKED
KJC
DATE
1/7/15
SCALE
111=30'
JOB No.
NCC 138020
SHEET
-2

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N 917,629
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- PLAN SELDN PMffU BY: JWDDDARO 1.07.15 0 1:41 PM LAST SAVED BY
0
LEGEND
SITE FEATURES
■ ■ PARCEL BOUNDARY
EXISTING RIGHT -OF -WAY
LOD PROPOSED LIMITS OF DISTUR9ANCE
I
ILI.��I���I ■I l.l:C�l�:AIt)
+ + +
� � �� r'/x�r
ROADWAY WIDENING
+ + +_ + + ROADWAY MILL AND
+ OVERLAY
'��
(CITY OF KING STANDARD
DUTY PAVEMENT)
- _1__1 + +i
+ + + + +
"y,ra
PROPOSED LIMITS OF DISTURBANCE
STANDARD DUTY CONCRET
EXISTING CONTOUR ELEVATIONS
-�-
$' .
EXISTING STORM DRAIN
LEGEND
SITE FEATURES
■ ■ � PARCEL BOUNDARY
EXISTING RIGHT -OF -WAY
I PROPOSED LIMITS OF DISTURBANCE
XXX -- EXISTING CONTOUR ELEVATIONS
PROPOSED CONTOUR ELEVATIONS
EXISTING STORM DRAIN
PROPOSED STORM DRAIN
HATCH LEGEND
sfi�a, P,
ROADWAY MILL AND
+ ++ OVERLAY
+ + ;
STANDARD DUTY CONCRET
I
ROADWAY WIDENING
�
CITY F KIN
O G STANDARD
PARCEL BOUNDARY
DUTY PAVEMENT)
EXISTING RIGHT -OF -WAY
WWNMLOD
LEGEND
SITE FEATURES
F'
�9` 4.5,
■ ■ �
PARCEL BOUNDARY
'
EXISTING RIGHT -OF -WAY
WWNMLOD
PROPOSED LIMITS OF DISTURBANCE
- -XXX --
EXISTING CONTOUR ELEVATIONS
-�-
PROPOSED CONTOUR ELEVATIONS
EXISTING STORM DRAIN
STANDARD DUTY CONCRET
PROPOSED STORM DRAIN
EROSION DETAILS
NCC138020
® IP2
SILT SACK INLET PROTECTION
0
ju�s6 D
SEDIMENTATION_ /SILT FENCE
WITH WIRE BAMING
HATCH LEGEND
4
F'
�9` 4.5,
$ ar ^[. ✓r' ay of
+ w, �' m j
ROADWAY MILL AND
+� +•r` +
OVERLAY
DATE
1/7/15
b
n
STANDARD DUTY CONCRET
Ia ROADWAY WIDENING
(CITY OF KING STANDARD
DUTY PAVEMENT)
t x. z 1111_ W'
ROADWAY NOTES
1. ALL WORK AND MATERIALS SHALL COMPLY WITH ALL CITY OF KING AND NCDOT
REGULATIONS AND CODES AS WELL AS O.S.H.A. STANDARDS.
2. AT TIME OF STAKING, CONTRACTOR SHALL CONTACT CIVIL ENGINEER FOR DIGITAL SITE PLAN
FILE FOR COORDINATION OF STAKING AND CONFIRM PLACEMENT WITH THE CITY AND NCDOT.
3. SHOULD ANY DISCREPANCIES OR ERRORS BETWEEN COORDINATE POINTS AND DIMENSIONS
OR OMISSIONS OF CRITICAL STAKING INFORMATION BE DISCOVERED, CONTACT THE CIVIL
ENGINEER IMMEDIATELY FOR A COORDINATED SOLUTION.
4. ALL DIMENSIONS AND RADII ARE TO THE FRONT OF CURB UNLESS OTHERWISE NOTED.
5. ALL SIDEWALKS SHALL BE FIELD STAKED FOR APPROVAL BY THE CIVIL ENGINEER.
6. ALL CONSTRUCTION SHALL COMPLY WITH NCDOT STANDARDS AND SPECIFICATIONS. ALL
TRAFFIC SIGNS AND MARKINGS TO BE INSTALLED AND COMPLY WITH CURRENT NCDOT AND
MUTCD STANDARDS AND SPECIFICATIONS.
7. ALL PATCH WORK WITHIN LIMIT OF CONSTRUCTION SHALL BE CONSISTENT WITH ASPHALT
PAVEMENT DETAILS.
8. ELECTRICAL, TELEPHONE, FIBER OPTIC, WATER, AND CABLE LINES AND POLES TO BE
ELIMINATED OR RELOCATED SHALL BE COORDINATED WITH DUKE POWER, TIME WARNER,
AND AT &T, OR APPROPRIATE UTILITY COMPANY.
9. CONTRACTOR SHALL PROVIDE STREET SIGNS PER NCDOT SPECIFICATIONS.
10. ROADWAY STRIPING SHALL BE PER NCDOT STANDARDS AND SPECIFICATIONS. REFER TO
NCDOT STANDARD DETAIL 1205.05 FOR ALL TURN LANE STRIPING DESIGN AND THE
PLACEMENT OF DIRECTIONAL ARROWS.
12. FOR EACH OF THE PROPOSED PEDESTRIAN CROSSWALKS REFER TO NCDOT STANDARD
DETAIL 1205.07 FOR PEDESTRIAN PATHWAY STRIPING AND DIMENSIONS.
13. REFER TO THE NCDOT CURB RAMPS PARALLEL RAMPS DETAIL FOR ALL APPLICABLE CURB
RAMPS PROPOSED WITHIN THE RIGHT -OF -WAY.
14. REFER TO THE NCDOT CURB RAMPS DIRECTIONAL RAMPS DETAIL FOR ALL APPLICABLE CURB
RAMPS PROPOSED WITHIN THE RIGHT -OF -WAY.
17. ALL CONSTRUCTION AND TRAFFIC CONTROL SHALL BE IN ACCORDANCE WITH NCDOT
STANDARDS AND SPECIFICATION, AASHTO'S "A POLICY ON GEOMETRIC DESIGN OF HIGHWAYS
AND STREET'S CURRENT EDITION, WORK AREA TRAFFIC CONTROL HANDBOOK (WATCH), AND
THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (CURRENT EDITION).
18. SEE GRADING AND UTILITY PLANS FOR DETAILED INFORMATION AND DESIGN OF EXISTING
AND PROPOSED STORM, SANITARY SEWER, AND OTHER UTILITIES.
19. APPROVAL OF THIS PLAN IS NOT AUTHORIZATION TO GRADE ADJACENT PROPERTIES.
20. IN ORDER TO ENSURE PROPOER DRAINAGE, KEEP A MINIMUM SLOPE OF 0.5% ON ANY CURB
AND GUTTER.
21. NON - STANDARD ITEMS (I.E. PAVERS, IRRIGATION SYSTEMS, ETC.) IN THE RIGHT -OF -WAY
REQUIRE A RIGHT -OF -WAY ENCROACHMENT AGREEMENT WITH NCDOT BEFORE
INSTALLATION.
22. CURB AND GUTTER SHOWN ON PLANS MAY BE ADJUSTED BASED UPON FIELD STAKING BY
CITY / NCDOT, ASSOCIATED STORM DRAINAGE MAY ALSO REQUIRE MODIFICATION BASED
UPON FIELD CONDITIONS.
r DEMOLITION NOTE
REFER TO SHEET DM -1 FOR EXTENTS OF
DEMOLITION TO ALLOW FOR THE CONSTRUCTION
OF THE ROADWAY IMPROVEMENTS.
UTILITY NOTE
REFER TO SHEET DM -1 FOR EXTENTS OF UTILITY
DEMOLITION. ALSO REFER TO SHEETS C -7 AND
C -8 FOR PROPOSED UTILITY CONNECTIONS
WITHIN BOTH INGRAM DRIVE AND 5 FORKS
STREET.
STORM ]RIPE AND
STRUCTURE ®E
REFER TO FOR OP
STORMWATER PIPES AND STRUCTURES ALONG
BOTH INGRAM DRIVE AND 5 FORKS STREET.
REVISIONS BY
umt"VVIV
JBW
CHECKED
KJC
DATE
1/7/15
SCALE
111 =30'
JOB No.
NCC138020
SHEET
0
ju�s6 D

BC 1105.76 BC 1105.54 BC 1105.58 ^^ ^ / iy� a5 ;MATCH
07.00 �~ TC 1106.50 [
1108 TC 1106.50 TC 1106.17 , EXISTING ° ° ............................. _.................. - ° ° °. °. -...E
TC 1107.50 BC 1106.00 BC 1105.67 ; f� %< ; 1111.68 E 1,598,100
BC 1106.00 , MATCH r
BC 1107.00 it 1107 i1 J,`j rt EXISTING MATCH MATCH
1109 TC 1108.50 JJ , -tr a 1112.19 EXISTING - EXISTING
BC 1108.00 1108 ' /' �d '1" "RCP 9 ` r' 1111.73 1113.10 °j
MATCH
MATCH
EXISTING
1110 � 't 1109 d �, .d�rxrr
+ 1 +
'�� t I ` ' '`�° ��� +�' EXISTING � EXISTING
` 1110 TC 1113.09 :STM 1112.41 ; 1111.74 1113.29
,` BC 1112.59 I -R7 + 9r r ; MATCH G 1111.23 MATCH
131111.03 EXISTING
1111 ' ' 1111 i ` t',. ¢ *I', EXI161� G G 1111.13 G 1112.33 `
- ��a >zd�/ MATCH �" G1111.17 1113.14
o tr, t't TC 1113.09 _',r °¢ «/ EXISTING r ` G 1113.00
�. r .' G 1111.13 G 1112.00 i
J 1112 -
BC 1112.59 x q- 1112.24 t� UU -
1112 TC 1113,09
t t U§'
a
6 t .< BC 1112.59r �r
/ a rkr MATCH
_ m
11 » f , , dk'< , x, u i r, ✓ r" '! f 'a4< s< '�i^"� y "�, _, <,�� <. ,4 ?',.- .xd,'. ,� rx r,r. r¢ rk, `, <y rr c> ° e��- x
1 a ,
<
EXISTING
> xs r k'.. � , - '<rs"**' °. ,'�:°✓ ,t5- ,. <rd <a *- s r °.Yr,r
. �', i -zx?-' 3,3,<, /;Y,. <:.'/r>x',/ „k / r •�,, v� <.?" % ..i' sue,.
r < r H.
s
1 k
T
r
xx s ek 3• ,
1✓ ,�r ly <,x , <'.6'. °<':+ik.,xr ,. b� ' 7°'�-
-7
a +D'
� 1112.21 a�
� .
r,
„� d
,�` 1 rr r 3r, t *n a>'>" 'a✓'' > -rz'` i' ,i .,,: yr " �
�, a:f� <r:x. `zrx' ,IaN >, ,4>- •k- l<< <.� �a��' Asa MATCH
r t
„ ;:,.. <. ., , ?, < ". ,<.., , , . °< ..Y. <5 �, t!. ✓.. „r.., .Y ., .Y,< , =J.
°.d^,, l , °, °. < ✓>Y 2f .[ d <^ ✓ d., .. r < 4'r r 4.r' ".,t ,r > ,%%,. ri - <,?.E o s,:i- ¢ .,�-.-
t „z,3d
_ MATCH
_ �. < EXISTING
a <
MATH �¢ Gel -
- 'ir . ✓o'er'; <,x.r� , r..;zz ,�,,:� =% r4� � <s '� ,� <'d�'' ,<' „' C .�+ +.;:,a,:,_,,
.✓ �,. ,: ,>„ - ,. .,, < , ..;c � , < . r.:,. .. ,.> a,< ,<,r5;,e z,r"4 ; °r ,r,.d%"'/ ✓ � .s�'.c�s .r'"- .�' . `.#- „'4` - ✓.
x✓.�,s ., y� <��
EXISTING
MATH
6 +re C
> �+ r✓ ��' � e,' >�x�,� ,✓' <� ;,. 1112.
�- f . ,< ..' „rte
MATCH
r.,f °,✓ rs/r! , , , <,.r? , >r .,a „3 .r, <, <.,,�,. .. ,.. .z.,< >,r, <,: ,, r. >°i+�' >.a4,
x � � r <k t � ' <�;. ;4 r, �, � EXISTING MATCH MATCH
:'.�.„ a- EXISTING
Y �r�irr�� rs4' .�'- MATCH MATCH �
7 r�zN <' r., .�' d� x ra ^�< �<r 1112.73
,r ,�• f°Y� a <�� =,r r�r EXISTING 0
�r , <', °,rxr,x < %xt k^✓ "<,Fk. ''x <
" EXISTING
_ RC
rz:r ,'za'%�", + ¢ r,.s•.+ -"-.' �-
rF a,,s, <, >,., , 1112.13 EXISTING EXISTING -��-
k'rr" , r% *.l, l' ',' ,a"a, ^O"..�. 'x, 4 b dare +n aka
' ", s .x 1112.51
r Sf', a4. .�i' o. ,>r". ., <, „x; 5 r, T EXI TIN
� f�. ,,. �,r x9, . �� >,,�'..� < ��d;. ,az rl< < f EXIS ING S G _____
° <r � ''.:f'" MATH 1111.1 _
� „> x r §w,°'a" zr , � ° 4Y: s„Kr<�r,R 4%§a` . -.
of
"r 1111.92
✓
..J e rw ,
w.,... ✓;.,, „�k � t.�,;.. ,Y a .r � r ° x < �'> < ,_- 1112.27
' 1111.90
,<, �„ "� �,�� �- � -;` 4 tF -�, MATCH
<� =. +a � <.>«�. �.- 1111.87 1112.00 -
r EXISTING __ __ _
K ._
MAT H
rx r °; j. �3 �,�x <✓ 4e , .r, < ^as�`z =' -' � .,.___ _________ ___________ __ _ - - ,.
a s yrr< y r . rF' $ 'fit +` x= EXISTING - -___ _ _______________
'!�., ✓ <:° x4f r`a +d¢a MATCH EXISTING 1112.29 _ _ �� o ______ - - _____________
- ?" *° MATCH - _' - ___ `�• ,________________
s ='"` 1112.57 n __ °� \ - "-
z3,•' zma�g s gf „ "p MATCH ,- EXISTING 1112.83 _ ;- ¢}Y -- -------- ______________ __ ___
ME_
,> EXISTING ________ _ _ 0 i - _ ________1 _____ ____________ ____
y . EXISTING 1113.35 -_ __ _ ___H ^ i- tJr `� l' - __ -___ _ ____
MATCH 1113.72 _ - _716/ I I ao a0 - - t �i s,
r�< 1114.11
MATCH EXISTING J ; ' �����- �_,_,......1- - _" QO�t - -,H
11 + + + + b¢ MATCH EXISTING J ����E -- ~ °•.{ 'J~ 00"1 H + � �- 1 r ,
MATCH OH
- - - °'- "'= a0l _ _ ' 1 "~ -i r 4
EXISTING 1114.67 1114.62 / N t a01 a0 }` if
A Y I
�.' MATCH I
EXISTING 1114.79 JJ - -- _. aO - 1 J . ; , , 1 i

REVISIONS BY
DRAWN
JBW
CHECKED
KJC
DATE
1/7/15
SCALE
111=30'
JOB No.
NCC 138020
SHEET
0

IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THIS PROJECT
'ORK SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIVE TO
THE SPECIFICATIONS OR APPLICABLE CODES, IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD IN
WRITING PRIOR TO THE START OF CONSTRUCTION. FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUTE
CCEPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF THE WORK AS DEFINED BY THE DRAWINGS AND IN
FULL CONFORMANCE WITH S.
CONCRETE PAVEMENT SECTION
PAVEMENT SURFACE
TACK COAT (SEE PAVEMENT DETAIL)
(APPLIED AT A RATE
OF 0.2 GALLONS /S.Y.)
C ®NCRETE- T®- ASPHALT DETAIL
NOT TO SCALE
2' MIN. CLEAR ZONE
(TYP., LT. & RT.)
VARIES
2% MAX. CROSS SLOPE
i
CONCRETE SIDEWALK DETAIL
NOT TO SCALE
FULL HEIGHT CURB i 6' CURB TAPER i 1" RADIUS
/ 2.
PAVEMENT SURF.
CURB TAPER DETAIL
NOT TO SCALE
SEE PLAN FOR POST SPACING REQUIRED
n
5" TOTAL ASPHALT CONCRETE SURFACE COURSE
r2.5" ASPHALT CONCRETE
INITIAL COURSE
r-10" AGGREGATE BASE COURSE (ABC)
" TOTAL ASPHALT CONCRETE SURFACE COURSE
2.5" ASPHALT CONCRETE
INITIAL COURSE
f-8" AGGREGATE BASE COURSE (ABC)
5" CONCRETE " COMPACTED STONE BASE
12' MAXIMUM JOINT SPACING
.4
a
j:
,. , a . .. , .; •:. is . � '.:
\-COMPACTED SUBGRADE I I \-COMPACTED SUBGRADE I COMPACTED SUBGRADE
(PER GEOTECHNICAL REPORT) (PER GEOTECHNICAL REPORT)
(PER GEOTECHNICAL REPORT)
NOTE: NOTE: N ®TEv
1. SECTION SHOWN IS BASED ON AN ANTICIPATED CBR OF 4% PER GEOTECHNICAL REPORT 1. SECTION SHOWN IS BASED ON AN ANTICIPATED CBR OF 4% PER GEOTECHNICAL REPORT 1. SECTION SHOWN IS BASED ON AN ANTICIPATED CBR OF 4% PER GEOTECHNICAL REPORT
PREPARED BY S &ME, INC, ENTITLED "REVISED INITIAL GEOTECHNICAL EXPLORATION PREPARED BY S &ME, INC, ENTITLED "REVISED INITIAL GEOTECHNICAL EXPLORATION PREPARED BY S &ME, INC, ENTITLED "REVISED INITIAL GEOTECHNICAL EXPLORATION
REPORT PROP. WALMART SUPERCENTR #6789 ", DATED 7/11/14 (PROJECT #1051 -13 -348). REPORT PROP. WALMART SUPERCENTR #6789 ", DATED 7/11/14 (PROJECT #1051 -13 -348). REPORT PROP. WALMART SUPERCENTR #6789 ", DATED 7/11/14 (PROJECT #1051 -13 -348).
REFER TO SPECIFICATIONS MANUAL FOR COMPACTION REQUIREMENTS. REFER TO SPECIFICATIONS MANUAL FOR COMPACTION REQUIREMENTS. REFER TO SPECIFICATIONS MANUAL FOR COMPACTION REQUIREMENTS.
HEAVY DUTY ASPHALT PAVEMENT SECTION STANDARD DUTY ASPHALT PAVEMENT SECTION STANDARD DUTY CONCRETE SECTION
NOT TO SCALE NOT TO SCALE NOT TO SCALE
36"
I_ _I
PLAN
6" CONCRETE 8" COMPACTED STONE BASE
12' MAXIMUM JOINT SPACING
l
3...
v
\-- COMPACTED SUBGRADE
(PER GEOTECHNICAL REPORT)
NOTE:
1. SECTION SHOWN IS BASED ON AN ANTICIPATED CBR OF 4% PER GEOTECHNICAL REPORT
PREPARED BY S &ME, INC, ENTITLED "REVISED INITIAL GEOTECHNICAL EXPLORATION
REPORT PROP. WALMART SUPERCENTR #6789 ", DATED 7/11/14 (PROJECT #1051 -13 -348).
REFER TO SPECIFICATIONS MANUAL FOR COMPACTION REQUIREMENTS.
HEAVY DUTY CONCRETE SECTION
i[•lillwO"_ 9
EX. CONC. PROP. CONC.
PAVEMENT PAVEMENT
NOTE:
1. CONTRACTOR TO BLOWOUT DUST FROM DRILLED HOLES PRIOR TO APPLYING
GROUT.
CONCRETE DOWELLING DETAIL
NOT TO SCALE
a LAP IN DIRECTION OF TRAFFIC
PANEL
ELEVATION
12 -I1/2" I 5/8 "X 2" POST BOLT, H
STEEL PLATE WASHER, 1 7
LAP o CUT STEEL WASHER
0 0 12 -1/2" AND NUT.
m
3 -3/8" 4 -1/4" 1 -1/8» iv x
4 -1 /4"
2
\_ M
I '
`r 3/4 "X 2 1/2" SLOT
BOLT TO BE ON SIDE AWAY FROM
29/32 "X 1 -1 /8" APPROACHING TRAFFIC WHERE
6 -1/81, SLOTTED HOLES FEASIBLE
MOUNTING STEEL POST
TERMINAL SECTION RAIL SPLICE HOLE
3-1/4"
• /8" 1-1/4" 1/16"
5/16" 1- 1 /4" VAL SHOULDER
+ + � -12 GAUGE U.S.
15/16"
STANDARD (STEEL)
BUTTON HEAD 5/8" DIA. 7/8"
15 /16 "DIA.X 1/16" DEEP
RECESS ONE SIDE 6
SPLICE BOLT NUT
NOTE: POST BOLT SAME EXCEPT LENGTH.
I
M
15/16 "R
a.
1•y0 11/16 "X 1" SLOTTED HOLE N 9/16"
i 1- 17/32"
1
1-1/2" M
7/8'.
CUT STEEL WASHER 1 -3/4 "X 3 "X 1/8" WASHER
STEEL PLATE WASHER
FOR POST BOLT TOLERANCE
NOTE: ALL GUARD RAIL ELEMENTS, FASTENERS, AND 2 -1/4
TERMINAL SECTIONS SHALL MEET THE
3- 3/16"
REQUIREMENTS OF AASHTO M 180.
N.T.S. 4A
I DTGUIDER 112/04/01 1 1
- COVER, NOTES, d: DEfAIIS.DWG PPoNfm BY: JWOODARD 1.07.15 0 1:56 PM
O
M
30"
t0
M
O
M
JJJJJJJ
JJJ_ jJJ
JJJ_ ' ' ' JJJ
0o JJJ• ,JJJ
JJJ.. S 1-1
JJJ_ 1JJJ
JJJJJJJJ
JJJJJJ
3,000 P.S.I
ASPHALT OR
CONCRETE AS -\
DETERMINED BY
TRAFFIC SURFACE
1
1
18" SQUARE CONCRETE
ENCASEMENT
JJJJ (3000 P.S.I CONCRETE) BENCH MILL INTO
EXISTING LANE A
MINIMUM OF 1.5" DEEP
AT A WIDTH OF 6
LIMITS OF SAW CUTS
TRAFFIC RATED CLEANOUT COVER /-FINISHED GRADE
2" ASPHALT OR CONCRETE
4" SEWER CLEANOUT CAP -ter
SAND CUSHION
3000 P.S.I. CONCRETE
6" PVC ENCASEMENT PIPE
TRAFFIC RATED CLEANOUT DETAIL
NOT TO SCALE
30"
M
36"
(SEE DIRECTION INDICATED AT SYMBOL)
60"
PO n
ONLY ONLY ONLY ONLY ONLY
1" ASPHALT CONCRETE
SURFACE COURSE
2.5" ASPHALT CONCRETE
INITIAL COURSE
8" AGGREGATE BASE
COURSE (ABC)
COMPACTED SUBGRADE
(PER GEOTECHNICAL
REPORT)
III 1 =1 �
TYPICAL EXISTING 24" PROPOSED CURB
LANE AND GUTTER AS
PROPOSED ROAD NEEDED. SEE NCDOT
WIDENING DETIAL 846.01
(GUTTER SHALL NOT
BE PROVIDED ON
THE EAST SIDE OF 5
FORKS STREET AS
SHOWN IN THESE
PLANS)
60"
NOT TO SCALE
NN
24"
RGV VIRVLG MIVV VIMVVIVML
STANDARD RED AND WHITE SIGN BLACK LEGEND ON WHITE BACKGROUND BLACK LEGEND ON WHITE BACKGROUND BLACK LEGEND ON WHITE BACKGROUND ON WHITE BACKGROUND
WHITE LEGEND RED BACKGROUND WHITE LEGEND RED BACKGROUND
R3 -8 R3 -8a R3 -8b R5 -2
R5-1 R 1 -1 R 1 -1 ( "OK" IS OPTIONAL)
36 "x36" 30 "x30" ADVANCE INTERSECTION "NO TRUCKS"
"STOP" SIGN "STOP" SIGN LANE CONTROL SIGNS SIGN -El N.T.S. N.T.S. N.T.S. N.T.S. N.T.S.
30" 30" (SEE DIRECTION INDICATED AT SYMBOL) 12"
30" 30" � � • ��
- -- 18 "X12" SIGN PARKING
NO TYPICAL AT ALL
AG SPACE ® R7 -8
PARKING SPACES GREEN LEGEND
PARKING WHITE SYMBOL BLUE
rw ON WHITE BACKGROUND
00
•- 12 "X6" PLAQUE
M M LOADING TYPICAL AT ALL t t ZONE VAN ACCESSIBLE ASV R7-8P
0 N LY 0 N LY PARKING SPACES GREEN LEGEND
N 12 "X9" PENALTY SIGN ON WHITE BACKGROUND
WITH WORDING AS
RED LEGEND ON WHITE BACKGROUND REQUIRED BY STATE
OR PER LOCAL CODE
BLACK LEGEND ON WHITE BACKGROUND BLACK LEGEND ON WHITE BACKGROUND BLACK LEGEND ON WHITE BACKGROUND 24"
R7 -6
R3 -6L R3 -6R NOTES:
" NO PARKING - LOADING 1 • BOTH SIGNS SHALL BE IN ACCORDANCE WITH THE LATEST MUTCD
EDITION, SIG W11-2 R3 -5L R3 -5R A BLACK µLEGEND ON A FLUORESCENT YELLOW-GREEN (BOTTOM) WITH
OPTIONAL MOVEMENT ZONE SIGN BACKGROUND ACCESSIBLE PARKING SIGN
"LEFT TURN ONLY" SIGN ,-, "RIGHT TURN ONLY" SIGN, -, LANE CONTROL SIGNS N.T.S. "PEDESTRIAN CROSSING" SIGN N.T.S.
N.T.S. N.T.S. N.T.S. N.T.S.
03/03/11 DTMUTCD
8'X8' OPENING WITH FABRICATED ALUMINUM
BAR GRATE TRASH RACK WITH 5 "X5" OPENINGS.
TOP OF BERM 0 ELEV. 1093.00,
EMERGENCY SPILLWAY 0 ELEV. 1090.50'
64 CREST -LENGTH TOP OF RISER 0 ELEV. 1090.15'
PROP. 2.5' RECTANGULAR WEIR
RISER ELEVATION 0 1090.1 1 0 1088.75'
EMERGENCY SPILLWAY 3
'-------------------------------------------------------------------------------------- --------------------- - - - --S iEMP(HiARY POOL ®ELEVATION 1090.50 ................ PROP. 4 "X36" ORIFICE 0 ELEV. 1088.00'
1
PERMANENT
ENDWALL FOR DISCHARGE 1 AT EVEN 086.50'
3 INTO POND TOP OF FOREBAY BERM 3
-fl ELE1l._1086.0Q
1 . ' VEGETATED SHELF 10.0' VEGETATED SH lF
PROP. 18" THICK R-
RIP -RAP ELEV. 1084.00' (8" PVC SKIMMER)_ PROP, 4" ORIFICE 0 ELEV. 1086.50'
1 _____ _______________ _____ _tPERMANENT POOL ®ELEVATION 1086_ 50------------------- ----------- - - - - -- - - - -- 1 I PLUG HOLE WHENN SEDIMENT BASIN
------------------------------------------------------ - - - - -- - -- -
10 - 1 10 I IS CONVERTED TO A WET POND.
I 1
9'X9' RISER STRUCTURE
I
18' GATE VALVE I 1 (EXT. DIMENSIONS)CTURE
1 I I 36" OUTLET CULVERT
1 1 3 1
3 1 3 1 i- ------ - --
------- - - - - --
BOTTOM OF FORBBAY 0 - - - -- - ------
ELEV. 1080.00 -
BOTTOM OF POND 0 -- - -__ I
ELEV. 1078.00 18' DRAIN PIPE
MMem (� MOM
ELEV. 1080' (36" RCP - OUTLET CULVERT)
ELEV. 1080' (18" RCP -DRAIN PIPE)
io 10'
9 12.25'X1 2.25'X3'
d. �°; c 4 ° n °. CONCRETE BALLAST PAD
Al
ed
° .44.4.
G ° °. °• ° a: ..
a
12.25' I
f I
OUTLET STRUCTURE DETAIL FOR WET POND
NOTE: N.T.S.
SOURCE BOX CONTRACTOR TO REMOVE SKIMMER AND INSTALL DRAIN PIPE
LAST REVISED: BOHLER FOLLOWING CONVERSION OF THE SEDIMENT BASIN TO A WET POND.
SEE NCDOT STANDARDS FOR DETAILS FOR OUTLET STRUCTURE BOX,
DETAIL GRATE, REINFORCING, ETC.
>ECEMBER 201 ALL CONCRETE TO BE 3,600 P.S.I. COMPRESSIVE STRENGTH.
36"
IvHITE LEGEND RED BACKGROUN
M
Il:
� IINBOUND
TRAFFIC
DOES NOT
STOP
BLACK LEGEND ON WHITE BACKGROUND
R1 -1
"STOP" AND
"INBOUND TRAFFIC DOES NOT STOP "SIGNI —I
N.T.S.
(0" REVISIONS BY
L)m/AVVIV
JBW
CHECKED
KJC
DATE
1/7/15
SCALE
AS NOTED
JOB No.
NCC138020
SHEET
D-1
L4" CLASS A CONCRETE
COMPACTED SUBGRADE (PER-/
(3000 P.S.I. @ 28 DAYS)
14"
GEOTECHNICAL REPORT)
THICK, COMPACTED
STONE BASE (TYPE 2a)
NOTE:
1. EXPANSION JOINTS 1/2" WIDE PREMOLDED BIT. MATERIAL SHALL BE INSTALLED
AT 30' INTERVALS, CRACK CONTROL JOINTS TO BE SPACED AT INTERVALS EQUAL
TO SIDEWALK WIDTH.
CONCRETE SIDEWALK DETAIL
NOT TO SCALE
FULL HEIGHT CURB i 6' CURB TAPER i 1" RADIUS
/ 2.
PAVEMENT SURF.
CURB TAPER DETAIL
NOT TO SCALE
SEE PLAN FOR POST SPACING REQUIRED
n
5" TOTAL ASPHALT CONCRETE SURFACE COURSE
r2.5" ASPHALT CONCRETE
INITIAL COURSE
r-10" AGGREGATE BASE COURSE (ABC)
" TOTAL ASPHALT CONCRETE SURFACE COURSE
2.5" ASPHALT CONCRETE
INITIAL COURSE
f-8" AGGREGATE BASE COURSE (ABC)
5" CONCRETE " COMPACTED STONE BASE
12' MAXIMUM JOINT SPACING
.4
a
j:
,. , a . .. , .; •:. is . � '.:
\-COMPACTED SUBGRADE I I \-COMPACTED SUBGRADE I COMPACTED SUBGRADE
(PER GEOTECHNICAL REPORT) (PER GEOTECHNICAL REPORT)
(PER GEOTECHNICAL REPORT)
NOTE: NOTE: N ®TEv
1. SECTION SHOWN IS BASED ON AN ANTICIPATED CBR OF 4% PER GEOTECHNICAL REPORT 1. SECTION SHOWN IS BASED ON AN ANTICIPATED CBR OF 4% PER GEOTECHNICAL REPORT 1. SECTION SHOWN IS BASED ON AN ANTICIPATED CBR OF 4% PER GEOTECHNICAL REPORT
PREPARED BY S &ME, INC, ENTITLED "REVISED INITIAL GEOTECHNICAL EXPLORATION PREPARED BY S &ME, INC, ENTITLED "REVISED INITIAL GEOTECHNICAL EXPLORATION PREPARED BY S &ME, INC, ENTITLED "REVISED INITIAL GEOTECHNICAL EXPLORATION
REPORT PROP. WALMART SUPERCENTR #6789 ", DATED 7/11/14 (PROJECT #1051 -13 -348). REPORT PROP. WALMART SUPERCENTR #6789 ", DATED 7/11/14 (PROJECT #1051 -13 -348). REPORT PROP. WALMART SUPERCENTR #6789 ", DATED 7/11/14 (PROJECT #1051 -13 -348).
REFER TO SPECIFICATIONS MANUAL FOR COMPACTION REQUIREMENTS. REFER TO SPECIFICATIONS MANUAL FOR COMPACTION REQUIREMENTS. REFER TO SPECIFICATIONS MANUAL FOR COMPACTION REQUIREMENTS.
HEAVY DUTY ASPHALT PAVEMENT SECTION STANDARD DUTY ASPHALT PAVEMENT SECTION STANDARD DUTY CONCRETE SECTION
NOT TO SCALE NOT TO SCALE NOT TO SCALE
36"
I_ _I
PLAN
6" CONCRETE 8" COMPACTED STONE BASE
12' MAXIMUM JOINT SPACING
l
3...
v
\-- COMPACTED SUBGRADE
(PER GEOTECHNICAL REPORT)
NOTE:
1. SECTION SHOWN IS BASED ON AN ANTICIPATED CBR OF 4% PER GEOTECHNICAL REPORT
PREPARED BY S &ME, INC, ENTITLED "REVISED INITIAL GEOTECHNICAL EXPLORATION
REPORT PROP. WALMART SUPERCENTR #6789 ", DATED 7/11/14 (PROJECT #1051 -13 -348).
REFER TO SPECIFICATIONS MANUAL FOR COMPACTION REQUIREMENTS.
HEAVY DUTY CONCRETE SECTION
i[•lillwO"_ 9
EX. CONC. PROP. CONC.
PAVEMENT PAVEMENT
NOTE:
1. CONTRACTOR TO BLOWOUT DUST FROM DRILLED HOLES PRIOR TO APPLYING
GROUT.
CONCRETE DOWELLING DETAIL
NOT TO SCALE
a LAP IN DIRECTION OF TRAFFIC
PANEL
ELEVATION
12 -I1/2" I 5/8 "X 2" POST BOLT, H
STEEL PLATE WASHER, 1 7
LAP o CUT STEEL WASHER
0 0 12 -1/2" AND NUT.
m
3 -3/8" 4 -1/4" 1 -1/8» iv x
4 -1 /4"
2
\_ M
I '
`r 3/4 "X 2 1/2" SLOT
BOLT TO BE ON SIDE AWAY FROM
29/32 "X 1 -1 /8" APPROACHING TRAFFIC WHERE
6 -1/81, SLOTTED HOLES FEASIBLE
MOUNTING STEEL POST
TERMINAL SECTION RAIL SPLICE HOLE
3-1/4"
• /8" 1-1/4" 1/16"
5/16" 1- 1 /4" VAL SHOULDER
+ + � -12 GAUGE U.S.
15/16"
STANDARD (STEEL)
BUTTON HEAD 5/8" DIA. 7/8"
15 /16 "DIA.X 1/16" DEEP
RECESS ONE SIDE 6
SPLICE BOLT NUT
NOTE: POST BOLT SAME EXCEPT LENGTH.
I
M
15/16 "R
a.
1•y0 11/16 "X 1" SLOTTED HOLE N 9/16"
i 1- 17/32"
1
1-1/2" M
7/8'.
CUT STEEL WASHER 1 -3/4 "X 3 "X 1/8" WASHER
STEEL PLATE WASHER
FOR POST BOLT TOLERANCE
NOTE: ALL GUARD RAIL ELEMENTS, FASTENERS, AND 2 -1/4
TERMINAL SECTIONS SHALL MEET THE
3- 3/16"
REQUIREMENTS OF AASHTO M 180.
N.T.S. 4A
I DTGUIDER 112/04/01 1 1
- COVER, NOTES, d: DEfAIIS.DWG PPoNfm BY: JWOODARD 1.07.15 0 1:56 PM
O
M
30"
t0
M
O
M
JJJJJJJ
JJJ_ jJJ
JJJ_ ' ' ' JJJ
0o JJJ• ,JJJ
JJJ.. S 1-1
JJJ_ 1JJJ
JJJJJJJJ
JJJJJJ
3,000 P.S.I
ASPHALT OR
CONCRETE AS -\
DETERMINED BY
TRAFFIC SURFACE
1
1
18" SQUARE CONCRETE
ENCASEMENT
JJJJ (3000 P.S.I CONCRETE) BENCH MILL INTO
EXISTING LANE A
MINIMUM OF 1.5" DEEP
AT A WIDTH OF 6
LIMITS OF SAW CUTS
TRAFFIC RATED CLEANOUT COVER /-FINISHED GRADE
2" ASPHALT OR CONCRETE
4" SEWER CLEANOUT CAP -ter
SAND CUSHION
3000 P.S.I. CONCRETE
6" PVC ENCASEMENT PIPE
TRAFFIC RATED CLEANOUT DETAIL
NOT TO SCALE
30"
M
36"
(SEE DIRECTION INDICATED AT SYMBOL)
60"
PO n
ONLY ONLY ONLY ONLY ONLY
1" ASPHALT CONCRETE
SURFACE COURSE
2.5" ASPHALT CONCRETE
INITIAL COURSE
8" AGGREGATE BASE
COURSE (ABC)
COMPACTED SUBGRADE
(PER GEOTECHNICAL
REPORT)
III 1 =1 �
TYPICAL EXISTING 24" PROPOSED CURB
LANE AND GUTTER AS
PROPOSED ROAD NEEDED. SEE NCDOT
WIDENING DETIAL 846.01
(GUTTER SHALL NOT
BE PROVIDED ON
THE EAST SIDE OF 5
FORKS STREET AS
SHOWN IN THESE
PLANS)
60"
NOT TO SCALE
NN
24"
RGV VIRVLG MIVV VIMVVIVML
STANDARD RED AND WHITE SIGN BLACK LEGEND ON WHITE BACKGROUND BLACK LEGEND ON WHITE BACKGROUND BLACK LEGEND ON WHITE BACKGROUND ON WHITE BACKGROUND
WHITE LEGEND RED BACKGROUND WHITE LEGEND RED BACKGROUND
R3 -8 R3 -8a R3 -8b R5 -2
R5-1 R 1 -1 R 1 -1 ( "OK" IS OPTIONAL)
36 "x36" 30 "x30" ADVANCE INTERSECTION "NO TRUCKS"
"STOP" SIGN "STOP" SIGN LANE CONTROL SIGNS SIGN -El N.T.S. N.T.S. N.T.S. N.T.S. N.T.S.
30" 30" (SEE DIRECTION INDICATED AT SYMBOL) 12"
30" 30" � � • ��
- -- 18 "X12" SIGN PARKING
NO TYPICAL AT ALL
AG SPACE ® R7 -8
PARKING SPACES GREEN LEGEND
PARKING WHITE SYMBOL BLUE
rw ON WHITE BACKGROUND
00
•- 12 "X6" PLAQUE
M M LOADING TYPICAL AT ALL t t ZONE VAN ACCESSIBLE ASV R7-8P
0 N LY 0 N LY PARKING SPACES GREEN LEGEND
N 12 "X9" PENALTY SIGN ON WHITE BACKGROUND
WITH WORDING AS
RED LEGEND ON WHITE BACKGROUND REQUIRED BY STATE
OR PER LOCAL CODE
BLACK LEGEND ON WHITE BACKGROUND BLACK LEGEND ON WHITE BACKGROUND BLACK LEGEND ON WHITE BACKGROUND 24"
R7 -6
R3 -6L R3 -6R NOTES:
" NO PARKING - LOADING 1 • BOTH SIGNS SHALL BE IN ACCORDANCE WITH THE LATEST MUTCD
EDITION, SIG W11-2 R3 -5L R3 -5R A BLACK µLEGEND ON A FLUORESCENT YELLOW-GREEN (BOTTOM) WITH
OPTIONAL MOVEMENT ZONE SIGN BACKGROUND ACCESSIBLE PARKING SIGN
"LEFT TURN ONLY" SIGN ,-, "RIGHT TURN ONLY" SIGN, -, LANE CONTROL SIGNS N.T.S. "PEDESTRIAN CROSSING" SIGN N.T.S.
N.T.S. N.T.S. N.T.S. N.T.S.
03/03/11 DTMUTCD
8'X8' OPENING WITH FABRICATED ALUMINUM
BAR GRATE TRASH RACK WITH 5 "X5" OPENINGS.
TOP OF BERM 0 ELEV. 1093.00,
EMERGENCY SPILLWAY 0 ELEV. 1090.50'
64 CREST -LENGTH TOP OF RISER 0 ELEV. 1090.15'
PROP. 2.5' RECTANGULAR WEIR
RISER ELEVATION 0 1090.1 1 0 1088.75'
EMERGENCY SPILLWAY 3
'-------------------------------------------------------------------------------------- --------------------- - - - --S iEMP(HiARY POOL ®ELEVATION 1090.50 ................ PROP. 4 "X36" ORIFICE 0 ELEV. 1088.00'
1
PERMANENT
ENDWALL FOR DISCHARGE 1 AT EVEN 086.50'
3 INTO POND TOP OF FOREBAY BERM 3
-fl ELE1l._1086.0Q
1 . ' VEGETATED SHELF 10.0' VEGETATED SH lF
PROP. 18" THICK R-
RIP -RAP ELEV. 1084.00' (8" PVC SKIMMER)_ PROP, 4" ORIFICE 0 ELEV. 1086.50'
1 _____ _______________ _____ _tPERMANENT POOL ®ELEVATION 1086_ 50------------------- ----------- - - - - -- - - - -- 1 I PLUG HOLE WHENN SEDIMENT BASIN
------------------------------------------------------ - - - - -- - -- -
10 - 1 10 I IS CONVERTED TO A WET POND.
I 1
9'X9' RISER STRUCTURE
I
18' GATE VALVE I 1 (EXT. DIMENSIONS)CTURE
1 I I 36" OUTLET CULVERT
1 1 3 1
3 1 3 1 i- ------ - --
------- - - - - --
BOTTOM OF FORBBAY 0 - - - -- - ------
ELEV. 1080.00 -
BOTTOM OF POND 0 -- - -__ I
ELEV. 1078.00 18' DRAIN PIPE
MMem (� MOM
ELEV. 1080' (36" RCP - OUTLET CULVERT)
ELEV. 1080' (18" RCP -DRAIN PIPE)
io 10'
9 12.25'X1 2.25'X3'
d. �°; c 4 ° n °. CONCRETE BALLAST PAD
Al
ed
° .44.4.
G ° °. °• ° a: ..
a
12.25' I
f I
OUTLET STRUCTURE DETAIL FOR WET POND
NOTE: N.T.S.
SOURCE BOX CONTRACTOR TO REMOVE SKIMMER AND INSTALL DRAIN PIPE
LAST REVISED: BOHLER FOLLOWING CONVERSION OF THE SEDIMENT BASIN TO A WET POND.
SEE NCDOT STANDARDS FOR DETAILS FOR OUTLET STRUCTURE BOX,
DETAIL GRATE, REINFORCING, ETC.
>ECEMBER 201 ALL CONCRETE TO BE 3,600 P.S.I. COMPRESSIVE STRENGTH.
36"
IvHITE LEGEND RED BACKGROUN
M
Il:
� IINBOUND
TRAFFIC
DOES NOT
STOP
BLACK LEGEND ON WHITE BACKGROUND
R1 -1
"STOP" AND
"INBOUND TRAFFIC DOES NOT STOP "SIGNI —I
N.T.S.
(0" REVISIONS BY
L)m/AVVIV
JBW
CHECKED
KJC
DATE
1/7/15
SCALE
AS NOTED
JOB No.
NCC138020
SHEET
D-1

GENERAL NOTE: REVISIONS S T
IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THIS PROJECT
WORK SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIVE TO 2' -0 "(TYP.) m m T -o^
THE SPECIFICATIONS OR APPLICABLE CODES, IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD IN 1' -a' ,' -a^ ,' -a• ,,' -a• m
WRITING PRIOR TO THE START OF CONSTRUCTION. FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUTE I i U V 4'
ACCEPTy.�E 91ESL TASrOl$5MlT(Y)B'CT ONTRACTOR TO COMPLETE THE SCOPE OF THE WORK AS F D Y ORq 09 4N p NOTE: ALL TRAFFIC FLOW ARROWS NOTES: I I w Li 4' 4' 1'-4' T -4'
1tJ ° >� � l�TR� tK ERWELD TO BE SOLID YELLOW REFLECTIVE , + 0 0 NOTE: GUTTER SLOPE TO MATCH
N W TH
G17001,417 muu ECTED TO TRAFFIC PAINT PER °i I Y w ADJACENT PAVEMENT,
39' STEEL TAPERED POLE DIMENSIONS ABOVE. 1. WORDS AND ARROWS SHALL BE APPLIED IN a a
EQUIPMENT GROUND WIRE AT CONNECT ALL EQUIPMENT m w TRAVERSE AND LONGITUDINAL.
4 - #8 VERTICAL GROUND LUG IN POLE PER SPECIFICATIONS. POLE B B GROUND CONDUCTORS TO �, ACCORDANCE WITH SECTION 38.20 OF THE
REINFORCING SHALL BE MADE PLUMB WITH GROUNDING LUG IN POLE 6 "(T�') MANUAL ON UNIFORM TRAFFIC CONTROL e" 1" 1�2" MIN. RADIUS NOTE;
BARS PLACED INSTALLATION IN CONCRETE LEVELING NUTS. o DEVICES FOR STREETS AND HIGHWAYS. 1 MAX. RADIUS
ADJACENT TO PAVING REQUIRES CONTINUOUS TEMPORARY CAP ALL CONDUIT 4-(TYP.) I 1. WORDS SHALL BE APPLIED IN
2. THESE WORDS AND ARROWS ARE TO BE ACCORDANCE WITH SECTION
ANCHOR BOLTS 1/2" EXPANSION JOINT MATERIAL b 0 3B.20 OF THE MANUAL ON
ALL AROUND. SEAL WITH JOINT HAND HOLE WITH COVER PAINTED RETROREFLECTIVE WHITE. N UNIFORM TRAFFIC CONTROL
1' -6" FROM BASE OF POLE. DEVICES FOR STREETS AND
SEALER PER SPECIFICATIONS 5/8% 12' COPPERWELD GROUND ROD 3-(TYP.) 3. OPEN ARROWS SHALL CONSIST OF A 4" 12" HIGHWAYS.
CONDUIT AS REQUIRED 4' x 6" MIN. CONNECTED TO EQUIPMENT GROUND
"--JUNCTION BOX POLES PERIMETER STRIPE. 2. THESE WORDS ARE To BE
( WIRE AT GROUND LUG IN POLE
DESIGNATED WITH "CAM" SUFFIX DETAIL "C" nl - WHITE. PANTED RETROREFLECTIVE 4
SECTION "A-A" ONLY, I.E. BV -CAM), LOCATE
BETWEEN TOP AND SECOND TIES PROVIDE JUNCTION BOX ON POLES JUNCTION BOX 4" (TYP.) o NCRETE PAVING
DESIGNATED WITH "CAM" SUFFIX ONLY (I.E. A �� A -2" 45 DEGREE I I I I I SEE PAVING DETAILS FOR
° ) LIQUID -TIGHT M 5' -0" * F- �I I- -I PAVEMENT SECTIONS, SUBBASE,
BV -CAM). REFER SITE PLAN FOR SECURITY a" a• a^ r'a� �a ^� ­4 4-
I 4 ANCHOR BOLTS 1.25" DIA. CONNECTOR SUBGRADE AND COMPACTION sTROK�wL
POLE -TO -BASE PLATE WELD POLE LOCATIONS. ( ) , + ONLY PAVEMENT MARKING REQUIREMENTS. 1
SHALL COMPLY WITH AWS BOLTS o x 42" LONG x 6' HOOK 5'-9-(TYP.) AS INDICATED ON PLANS TYPE "B" INTEGRAL
SPECS. AT TOP AND BOTTOM FINISH GRADE
OF BASE PLATE I "ENTER" PAVEMENT MARKER W /ARROW n 4' -3" 4' -3" CURB AND GUTTER "YIELD" PAVEMENT MARKING
f-1
N.T.S. N.T.S.
/ / / / / / / / / /// \ \ \ \\ N.T.S.
BASE PLATE BOLT HOLE 45' % \ \ % \ \ % \ \ % \ \ % \ \ % \ \% \ \ / / \ / / \ / % \ / % \ / % \/
TYP O c / /. \ / /.� / / \ / / \ / / \ / / \/ \/ / \ \ / \ \ / \ \ /� \ / \\ DTENTER 12/17/04 DTCURBBDWG 12/17/04 DTYIELDM 03/04/11
POLE BASE PLATE ND 0' -3 3/4" 4" + +
BOLT PATTERN PER
MANUFACTURER'S N 2" SECURITY CAMERA CONDUIT 6" SCH. 40 STEEL PIPE W
RECOMMENDATION O \ \ EDGE OF CROSSWALK OR INTERSECTING TRAVEL WAY o U °z
N N (CAM DESIGNATED WITH
WITH DT P /ROOUNDED. u�
N 4 - #8x8' (MIN) LONG BARS 4^ 4" 4^ `� F- a
BV -CAM) o ''kk F- m ¢-
EQUALLY SPACED V
°z �gz ¢ W
1" MIN. LIGHTING CONDUIT I 3 TIES ® 16" O.C. MAX 2' -0" �t u O o w 00 ? 0 OF)
LIGHT FIXTURE ORIENTATION 24' DIA. CONCRETE FOUNDATION io # _
(SEE SITE PLAN FOR JUNCTION BOX (POLES DESIGNATED VERTICAL AND HORIZONTAL - ¢ z
STOP LINE ,r PAVEMENT OR � E w z z o> L z o
BARS SHALL BE FIELD TIED. Co FINISHED GRADE (H W E~ Of IY wz 0 ۩
ORIENTATION TO BUILDING) WITH "CAM" SUFFIX ONLY, I.E. 3" MINIMUM COVER TYP of ® 0 w w = 0 � 3 y
BV -CAM) FLUSH WITH FACE OF WELDING NOT PERMITTED. U F
LIGHT POLE BASE. LOCATE SUPPORT REINFORCEMENT IN N 1' -0" 1' -0" 1' -0^ 1' -0" IX �" m a o o Q w = -w-. a z
JUNCTION BOX TOWARDS FRONT OF ITS PROPER LOCATION FROM m cn z 0 vs
BOLT COVER TYPICAL STOP SIGN (TYP.) \ /� / \/ / /\ ♦ o 0 0 0 0 0 W IK
BUILDING. JUNCTION BOX SHALL THE FORMWORK DURING a'
„ - „ BE CARLON PART NUMBER CONCRETE OPERATION. M N 3s "xis" AT HIGHWAY/ OPEN ARROW MARKINGS 1n \ //\ \sC \ /� \' i wV a °�
SECTION B B E1212C24 WITH E1212DIV FIELD USED IN THE PARKING LOT AISLES /j \/ ° d �3 >, COVER ao a Z F" �g
INSTALLABLE DIVIDER REFER STREET INTERSECTIONS C� \\ / U z W o
2' BELOW FROST LINE 24" o \% OVER FOOTING w W w $N
3ARKIN LOT p o � FILL POST w CONCRETE F-IZ z U �
SPECIFICATIONS PARKING LOT m z / z
HANDHOLE WITH COVER REMOVED DIAMETER T -3' ¢ - a a 0�
BURNDY COPPER #KPA4C + N 3500 PSI P.C. ~ O
GROUNDING LUG WELDED SCRULUG AND TIN PLATED , CONCRETE MINIMUM TF U Z �
TO INSIDE OF POLE NUT AND BOLT OR BURNDY \\ ' : �/� (TYP.) q
COPPER #KC20 SERVIT / a `" z w n
TWO PIECE BOLT ATTACHED TO GROUNDING LUG 3 ' MINy \ \/ a a j Z ww
6' -0' V -D' / ° d �I �+ W
COVER REQUIRED NOTES: \i\ \ /\ > a P, Y F
#4 GROUND CABLE ATTACHED 1. 3500 PSI MIN. 28 DAY COMPRESSIVE STRENGTH CONCRETE WITH GRADE 60 REINFORCING STEEL NOTE: / /�/ �/ w U �` p 0 p ¢a a
LOCKING WASHER--,,,,,,,,,, _ _ _ TO GROUND ROD 2. IF WATER IS PRESENT IN HOLE, REMOVE BEFORE POURING CONCRETE. 1' -6 W } � `) } &
IF SUPPLIED BY NUT 3. FOUNDATION EXCAVATION SHALL BE BY 24" AUGER IN UNDISTURBED OR PROPERLY COMPACTED ALL PIPES SHALL BE H ' w ¢ 2 = J � o,
+ PAINTED TRAFFIC YELLOW m F" z z g Y a¢ co �_
SITE LIGHTING VENDOR FILL PER SPECIFICATIONS. I- O C° w W > ¢ °
5" MIN., 5.5" MAX. 4. FOUNDATION SHALL HAVE A MINIMUM ALLOWABLE END BEARING OF 2000 PSF. STD. HAND HOLE STROKE WIDTH 4' 4' 4' z Q w F zo o a F w
WASHER 5. FOUNDATION HAS BEEN DESIGNED FOR A COHESIVE SOIL BASED ON A MINIMUM COHESIVE PIPE B 0 LARD 5 W � N I � J = _ �a
LEVELING NUT BOLT PROJECTION SEE PLAN ¢ W a ¢ a 0 w = w 0 z°
VALUE OF 1000 PSF. 2" LIQUID -TIGHT > m z a -i U) W w
1" FROM
(MAX 6. FOUNDATION HAS BEEN DESIGNED FOR A GRANULAR SOIL BASED ON A MINIMUM LATERAL SOIL CONNECTOR N.T.S. ♦ o 0 0 ®.► ♦ °
CONCRETE) BASE PLATE PER PRESSURE OF 1000 PSF, UTILIZING AASHTO FIGURE 1.8.2C(4) OF "EMBEDMENT OF POSTS LIGHT POLE NOTE: DTGRDPST
08/17/09 g
2" FEMALE ADAPTER �
SPECIFICATIONS Q H
WITH OVERTURNING LOADS ". 1. WORDS AND LINES SHALL BE APPLIED IN
ANCHOR BOLT 7. DETAIL FOR 39' POLE WITH MAX. FIXTURE EPA 4.6 SQ.FT. CONCRETE PIER 2" PVC CONDUIT ACCORDANCE WITH SECTIONS 3B.16 AND d
D ETAI L C 8. ALL LIGHT POLE BASE FOUNDATIONS SHALL BE CAST -IN- PLACE. PRE -CAST LIGHT POLE BASE 45 DEGREE BEND TRAFFIC OF THE MANUAL ON UNIFORM a
2" SECURITY (TYP) TRAFFIC CONTROL DEVICES FOR STREETS
FOUNDATIONS ARE NOT ACCEPTABLE. AND HIGHWAYS.
CAMERA CONDUIT
NOT APPROVED FOR
2" PVC COUPLING 2. THESE WORDS AND BAR ARE TO BE
2" PVC MALE PAINTED RETROREFLECTIVE WHITE. CONSTRUCTION
ADAPTER - 3/4" 480V
N w Z 12 1/2" 24" CURVED LID M POWER CONDUIT
w 6 BOLT CIRCLE JUNCTION BOX I
<� RgO�s, PAVING �r ° SOLID ARROW MARKINGS
L L STOP SIGNAGE AND MARKING USED AT EXITS FROM THE PARKING LOT TO PUBLIC STREETS
N.T.S.
POLE MOUNTED CAMERA DETAIL PAVEMENT MARKINGS
TYPICAL ANCHOR BOLT SPACING TYPICAL LIGHTING POLE BASE DETAIL NOTE: N.T.S. CALLBEFOR -4949 G
ONLY FOR POLE LOCATIONS DESIGNATED WITH DTSTOPBR 03/04/11 DTRLTURN 03/03/11
1- 800 - 632 -4949
"CAM" SUFFIX ONLY, I.E. BV -CAM. CAMERAS AND NORTH CAROLINA
N.T.S. WIRING BY OTHERS. ITS THE LAW
TYPICAL LIGHTING POLE BASE DETAIL 10/02/07
BOHLER
RESERVED RESERVED E N G I N E E R I N G
PARKING PARKING NC, PLLC NCBELS P -1132
800 WEST HILL STREET, SUITE 101
CHARLOTTE, NC 28208
UNLESS SHOWN OTHERWISE ON SITE PLAN) NOTE: 74 NOTE: Phone: [phone]
ALL SIGNS EQUAL TO ALL SIGNS EQUAL TO
OR GREATER THAN 36" OR GREATER THAN 36" Fax: [phone]
IN WIDTH SHALL HAVE IN WIDTH SHALL HAVE www.BohlerEngineering.com
VAN TRUCK I TWO POSTS VAN TRUCK I TWO POSTS Of
CESSIB CESSIB
SIGNAGE OTHER THAN ' ENTRANC SIGNAGE OTHER THAN _ SIGNAGE OTHER THAN ' ENTRANC SIGNAGE OTHER THAN
8" WHITE STRIPE
TYPICAL D GUTTERS TRUCK ENTRANCE TRUCK ENTRANCE
(PED XING, STOP, ETC.) I (PED ACCESSIBLE STOP, ETC.)
(TRUCK EXIT, NO THRU
TRAFFIC, ETC.) TRAFFIC, EETC.) 0 THRU ����,� t'C / )' 0 vvvv,
4' MIN. (TYP.) SEE SITE PLAN 0
4;-,, 24" O.C. I 24" O.C. �, -, Q'..•••••�(�s J ©j•• %,,,��
c 0
GALVANIZED NOTE; GALVANIZED ����
NOTE: GALVANIZED NOTE: GALVANIZED Np�;
SQUARE TUBE THE MIN. HEIGHT OF SQUARE TUBE THE MIN. HEIGHT OF SQUARE TUBE THE MIN. HEIGHT OF SQUARE TUBE THE MIN. HEIGHT OF : 039112
THE BOTTOM OF THE THE BOTTOM OF THE THE BOTTOM OF THE THE BOTTOM OF THE rl�,..►J
SIGN AT ABOUT THE a z LOWEST SIGN SHALL z LOWEST SIGN SHALL z LOWEST SIGN SHALL z LOWEST SIGN SHALL .�� � 1 �1 ,,h
A , sr a
M J BE 7' -0" BE 7' -0" BE 7' -0" v BE 7' -0" rye �.,+
LEADING/ a b J e� rft a2 9
-OF CHES CROSSWALK �, N -I -- STEEL PIPE6FILLED _ W/ ° - STEEL PIPE6FILLED W/ 0 +iatsf J.
��~
PER THE SITE PLAN w CONCRETE WITH TOP i� CONCRETE WITH TOP P,
a w I ROUNDED AND PAINTED ROUNDED AND PAINTED 111 11
> N TRAFFIC YELLOW TRAFFIC YELLOW SEE BREAK AWAY SEE BREAK AWAY
TUBE POST TUBE POST
SLOPE TOP- SLOPE TOP .1. SLOPE TOP SLOPE TOP
OF CONCRETE OF CONCRETE OF CONCRETE OF CONCRETE
PAVED SURFACE PAVED SURFACE GROUND SURFACE GROUND SURFACE _` '_
8" WHITE STRIPE 6" WHITE STRIPES SIGN TO BE PLACED 3500 P.S.I. P.C. f 3500 P.S.I. P.C. a 3500 P.S.I. P.C. a 3500 P.S.I. P.C. . "
24" O.C. (TYP.) AT ABOUT THE a CONCRETE BASE , •. a CONCRETE BASE •`� 3 CONCRETE BASE 4j 3 CONCRETE BASE • „
N J�il .•. �. .• I: N
TRANISVE SE LINES 3 �.r11.• + 3 t. 1! I,• ± I.• ± a a 6
OF THE CROSSWALKyJ' :. Id . o �' �d �d o
PER THE SITE PLAN O d
NOTE: w . " -�.,�• w . ". I'• .•�.,�• w w
1. MARKINGS FOR STREET SHALL BE ACCORDING TO LOCAL CODE p (.h;: I.h;: 0 4' -0" 0 4' -0" 12 "0
REQUIREMENTS AND AS OUTLINED IN SECTION 38.18 OF THE w w
MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS ° ° 12 "0
AND HIGHWAYS.
2. MARKINGS WITHIN PRIVATE PARKING LOT SHALL BE PER THIS DETAIL. 4' -0" 4' -0" 18 "o
(UNLESS SHOWN OTHERWISE ON SITE PLAN)
3. THESE MARKINGS ARE TO BE PAINTED RETROREFLECTIVE WHITE. 18 "0
CROSSWALK MARKING t� �
W/ LONGITUDINAL STRIPES SINGLE POST DOUBLE POST SINGLE POST DOUBLE POST
N.T.S. N.T.S. N.T.S. N.T.S. N.T.S.
NOTES: NOTES: �!
1. ALL SIGNS SHALL COMPLY WITH U.S. DEPARTMENT TR TRANSPORTATION, FEDERAL 1. ALL SIGNS SHALL COMPLY WITH U.S. DEPARTMENT OF TRANSPORTATION, P-»
DTCRWLKM 03/03/11 HIGHWAY ADMINISTRAl10N'S "MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES ", 0
LOCAL CODES AND AS SPECIFIED. MOUNT SIGNS TO POST IN ACCORDANCE WITH FEDERAL HIGHWAY ADMINISTRATION'S "MANUAL OF UNIFORM TRAFFIC CONTROL F�
30" 30" 36" MANUFACTURER'S INSTRUCnoNS. DEVICES ", LOCAL CODES AND AS SPECIFIED. MOUNT SIGNS TO POST IN FLANG DR BOLT P�
EQ. EQ. EQ. EQ. 2. GALVANIZED SQUARE TUBE ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. 4 e
TYP. ) 0
( ) (TYP POST TUBES - LL M x T AS Al 2. GALVANIZED SQUARE TUBE 5
POST TUBE SHALL MEET ASTM A1011 GRADE 50. /16" ED 5 l
POST TUBE GALVANIZED AS PER ASTM A653 GRADE 90.
SERRATED
FLANGED NUT
TRUCK 4t TRUCK POST TUBES - LL ME 3/16" 14ga
� POST TUBE SHALL MEET ASTM A1011 GRADE 50. ? O
T R U C K POST TUBE GALVANIZED'AS PER ASTM A653 GRADE 90. A
M k�
ANCHOR TUBE - 2 -1/4 x2 -1 /4 x3/16" 14ga GROUND SURFACE
N N N !6 1.5" HEAVY DUTY ANCHOR TUBE SHALL MEET ASTM A500 GRADE B. F�
ENTRANCE � ENTRANCE � � STRUCTURAL TUBE AND STEEL SHALL BE HOT DIP GALVANIZED PER ASTM
ENTRANCE A123. PLAN VIEW PARTIAL ELEVATION
1.5" `v 1.5" SQUARE TUBE BREAK AWAY POST
THE UPPER SIGN POST SHALL TELESCOPE INSIDE THE ANCHOR TUBE A
44
zo co MINIMUM OF 12 ". THE ANCHOR TUBE SHALL BE A MINIMUM 27" DEEP WITH 3" "T� k� G'
�, LAYOUT PER STRIPING M
I IL DETAIL /SITE PLAN MIN. 4" MAX. EXPOSED ABOVE FINISH GRADE. LAYOUT PER STRIPING
10" 10" 10" 10 10" 10" EQ. EQ. 4.5" DETAIL /SITE PLAN cn
LAYOUT PER STRIPING
LAYOUT PER STRIPING DETAIL /SITE PLAN f ®-4
"TRUCK ENTRANCE" EQ EQ DETAIL /SITE PLAN E
BLACK LEGEND ON WHITE BACKGROUND (TYP) 0
ALL SIGN LETTERS TO COMPLY WITH STANDARD HORIZONTAL ALIGNMENT (TYP) •d
ALPHABETS FOR HIGHWAY SIGNS (SERIES C 2000) S I G N (W /A R R 0 W) d:.
VERTICAL ALIGNMENT (TYP)
N.T.S.
e
re. s
POST WITH SIGNS) POST WITH SIGNS EQ. EQ. a EQ. EQ.
NEVER LESS THAN 9' NEVER LESS THAN 9'
(UNLESS STOP SIGN IS USED) (UNLESS STOP SIGN IS USED) a
PAINTED ENDCAP - 90' PAINTED ENDCAP - 60' POST WITH SIGN(S POST WITH SIGN(S)
SIGN LOCATIONS - 90° PARKING SIGN LOCATIONS - 60° PARKING
CURBED ISLAND - 90' CURBED ISLAND - 60'
SIGN LOCATIONS - 90° PARKING SIGN LOCATIONS - 60° PARKING DRAWN
SIGN MOUNTING AND BASE WITH BOLLARD SIGN MOUNTING AND BASE WITHOUT BOLLARD JBW
(USE WHERE SIGN IS NOT WITHIN CURBED ISLAND) (USE WHERE SIGN IS WITHIN CURBED ISLAND) CHECKED
KJC
N.T.S. N.T.S. DATE
1 /7/15
SIGN MOUNTING AND BASE SCALE
N.T.S. AS NOTED
JOB No.
12/08/11 DTSIGNWB
NCC 138020
SHEET
0
- COVER, NOTES, 3 DEPILS.DYIG PRINTED Bi: MOODARD 1.07.15 0 1:56 PN

IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THIS PROJECT
WORK SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIVE TO
THE SPECIFICATIONS OR APPLICABLE CODES, IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD IN
WRITING PRIOR TO THE START OF CONSTRUCTION. FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUTE
ACCEPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF THE WORK AS DEFINED BY THE DRAWINGS AND IN
a
C
IN PAVED AREAS:
2 -#4 =TOP & BOT 2 -#4C TOP & BOT
1j" CUR FROM TOP 1" CUR FROM TOP
24" CUR FROM BOT 2" CLR FROM BOT
FIXED STRUCTURE''
1 "CLR ..° •' °d..a. °;e,
.. (TYP)
•.i• 4
d
1/2" SOFT PREFORMED
JOINT FILLER FULL DEPTH OF
PAVEMENT WITH BACKER
ROD AND SEALANT.
TYPICAL ROUND FIXED
STRUCTURE PLAN DETAIL
USES: MANHOLES, LIGHT POLE BASES AND BOLLARDS
/ / / / / / / / / / / / /
i` :` :11411
pit :` :` :` :� :` :` :` :` :� :`: i� • • -
j[4KNILl All
USES: BUILDINGS, RETAINING WALLS /DOCK WALLS AND DROP INLETS
PLAN VIEW
6" SCH. 40 STEEL PIPE
FILLED W/ CONC. WITH
TOP ROUNDED
LOCATED 3' -0" FROM THE
CLOSEST EDGE OF HYDRANT
(TYPICAL OF ALL 4)
NOTE: LIGHT POLE BASE MAY
SERVE AS ONE OF THE FOUR
PROTECTION BOLLARDS
FIRE HYDRANT
NOTE:
1. ALL HYDRANTS TO BE SET PLUMB W/ NOZZLE FACING
STREET UNLESS OTHERWISE SPECIFIED BY FIRE DEPARTMENT
FIRE HYDRANT - 2. ALL CONCRETE TO BE 2500 PSI P.C. CONCRETE
AS SPECIFED 3. FIRE HYDRANT ASSEMBLY INCLUDES GATE VALVE AND
BY CTY O
URED 3' MIN. OR APPURTENANCES
I
PROVIDE 2' DIA. X 6"
MIN. CLEARANCE IS MEAS THK. CONC. COLLAR
FROM BACK OF CURB IN ALL AROUND ALL VALVE
LANDSCAPED AREAS (SHOWN) MIN. AS BOXES
- -OTHERWISE- MEASURED-FRO M_ REQUIRED BY
DRIVE AISLES OR BOLLARDS LOCAL CODE FINISH GRADE
6 CU. FT. GRAVEL VALVE BOX AS SPECIFIED BY CITY
DRAIN -KEEP CLEAR 12" 6" M.J. GATE VALVE
OF CONCRETE W /RETAINING GLANDS
6" D.11 M. J. TEE
8 MIL POLY-
ETHYLENE LINING •4'
BETWEEN CONC.
& DUCTILE IRON
(TYPICAL) •'.`',:� • ;�:. '." / i. /i / �� . �s
. t :' \
�.•:V•: .4° :.• / \•CONCRETE" s' •� \/
RETAINING ,: SUPPORT • \ RETAINING '.
REFER TO THRUST BLOCKING GLAND \i ' % ' '• %\ GLAND \ REFER TO THRUST BLOCKING
DETAIL FOR THRUST BLOCKING DETAIL FOR THRUST BLOCKING
REQUIREMENTS REQUIREMENTS
FIRE HYDRANT ASSEMBLY
N. T. S.
- COVER, NOTES, � DETNLS.DYfG PRINTED BY: JWOODARD 1.07.15 0 1:56 ('M
01/14/10
DTFIRHYD IDTTHBLVR
rl
TOP OF
PAVEMENT
} T/2 BUT NOT
LESS THAN 1 4"
SEALANT
BACKER ROD
1/2" SOFT PREFORMED
JOINT FILLER FULL
DEPTH OF PAVEMENT.
BACKER ROD AND SEALANT
SECTION AT FIXED STRUCTURE
TOOLED WITH 1/8" RADIUS
1/2" PREMOLDED JOINT FILLER
JOINT SEALANT PER SPECS
.. ' d
• PAVEMENT ;
ISOLATION JOINT
NOTES:
ISOLATION JOINT TO BE USED FOR FIXED STRUCTURES
SUCH AS BUILDINGS, RETAINING WALLS /DOCK WALLS,
DROP INLETS, MANHOLES, LIGHT POLE BASES AND
BOLLARDS.
PAVEMENT IS NOT CONSIDERED A FIXED STRUCTURE.
ISOLATION JOINT DETAILS
N.T.S.
SEE CHART BELOW FOR MAXIMUM WIDTH
CONCRETE VOLUME AND /- WITHOUT INTERFERING
WITH BOLTING OPERATIONS.
CONTINUOUS REINFORCING
BARS AROUND PIPE FITTING -/,L
% 8" MIN.
12" MAX
#5 BARS\
UPWARD THRUST BLOCKING
DOWNWARD THRUST BLOCKING
(SEE HORIZONTAL BLOCKING DETAIL)
(ALL BENDS SIMILAR)
UPWARD THRUST BLOCKING
(REQUIRED REINFORCING BARS & CUBIC YARDS OF P.C. CONCRETE
N.T.S.
90' BEND
45' BEND
221/1• BEND
111/4• BEND
PIPE
SIZE
CONC.
C.Y.
REINF
CONC.
C Y
REINF
CONC.
C Y
REINF
CONC.
C•Y•
REINF
QTY.
SIZE
QTY.
SIZE
QTY.
SIZE
QTY.
SIZE
SPECIFICATIONS
7. ALL MATERIALS ARE CLASSIFIED IN ACCORDANCE
2' -0" SEE INSET "A" 4.
ALL REINFORCING BARS TO BE GRADE 60.
- SITE GRADES
WITH ASTM D 2321- LATEST EDITION.
ALL REINFORCING BARS TO HAVE 2" COVER.
2.
HAUNCHING SHALL BE WORKED AROUND THE PIPE
NOTED OR DIRECTED BY THE ENGINEER.
GRADING PLAN)
6.
NOTES:
1. DO NOT COVER BELLS OR FLANGES WITH CONCRETE
2. WRAP ALL FITTINGS WITH VISQUEEN.
3. BACK ALL TEES ACCORDING TO SIZE OF BRANCH.
4. BACKING FUTURE LINE EXTENSIONS SHALL BE SUCH THAT LATER REMOVAL IS POSSIBLE.
5. ALL BENDS WHERE FITTINGS ARE USED, BOTH HORIZONTAL OR VERTICAL SHALL BE BACKED.
6. REACTION BACKING TABLE IS BASED ON __ P.S.I. AND SOIL BEARING PRESSURE
OF -- Ib. /sq.ft. ADDITIONAL BACKING MAY BE REQUIRED IN SOME AREAS AS DIRECTED
BY ENGINEERS.
7. ALL CONCRETE SHALL BE 2500 P.S.I.
8. 18" AND LARGER REQUIRES SPECIFIC ANTI- THRUST DESIGN.
VERTICAL
THRUST BLOCKING
N.T.S.
12/04/01
UNDISTURB
EARTH OR
COMPACTEI
FILL
12" MIN. 12" MIN.
OUTSIDE OF BOX
18" MAX. 18" MAX.
FINAL
UNDISTURBED BACKFILL
EARTH OR
COMPACTED z
FILL
BOX CUL
INITIAL
BACKFILL
N.T.S.
REINFORCED CONCRETE PIPE (RCP)
AND SPIRAL RIB PIPE
SMALLER THAN 60 "0
I12 "MIN. O.D. 12 "MIN
18 MAX 18" MA:
UNDISTURBED
EARTH OR
COMPACTED
FILL
PIPE
SPRING i0 5
FINAL
BACKFILL
INITIAL
BACKFILL
HAUNCHING
4" BEDDING
(MIN.)
ALL OTHER PIPES
INCLUDING SPIRAL RIB
PIPE 60 "0 AND LARGER
DTTHBLHR
\ CONCRETE; '
c ll�h� .
TRENCH WALL TRENCH WALL
CROSS TEE 90• BEND
(ALL BENDS SIMILAR)
CONCRETE
UNDISTURBED EARTH WALL
HORIZONTAL THRUST BLOCKING
(BLOCKING HEIGHT GREATER THAN PIPE O.D.)
(BLOCKING WIDTH BETWEEN 1 & 2 TIMES HEIGHT)
N.T.S.
N.T.S.
PIPE
SIZE
TEE &
PLUG
GENERAL NOTES
g0'
1.
BEDDING SHALL BE CLASS I -A WORKED BY
6. FINAL BACKFILL NOT UNDER PAVED AREAS CAN
4. BACKING FUTURE LINE EXTENSIONS SHALL BE SUCH THAT LATER REMOVAL IS POSSIBLE.
HAND. IF GROUNDWATER IS ANTICIPATED,
BE CLASS IV -A COMPACTED TO 95% STANDARD
6. REACTION BACKING TABLE IS BASED ON P.S.I. AND SOIL BEARING PRESSURE
3.,
THEN BEDDING SHALL BE CLASS I -B
PROCTOR. "
BY ENGINEERS.
SHALL CONNECT TO THE ENDS OR SIDES OF THE MANHOLE. CONNECTION SHALL NOT BE MADE
COMPACTED TO 85% STANDARD PROCTOR.
AT CORNERS OF MANHOLE.
8. 18" AND LARGER REQUIRES SPECIFIC ANTI - THRUST DESIGN.
SPECIFICATIONS
7. ALL MATERIALS ARE CLASSIFIED IN ACCORDANCE
2' -0" SEE INSET "A" 4.
ALL REINFORCING BARS TO BE GRADE 60.
- SITE GRADES
WITH ASTM D 2321- LATEST EDITION.
ALL REINFORCING BARS TO HAVE 2" COVER.
2.
HAUNCHING SHALL BE WORKED AROUND THE PIPE
NOTED OR DIRECTED BY THE ENGINEER.
GRADING PLAN)
6.
BY HAND TO ELIMINATE VOIDS AND SHALL BE CLASS
8. ALL MATERIALS SHALL BE INSTALLED IN
0
USE ADJUSTMENT RINGS AS REQUIRED
1 -A OR CLASS I -B OR CLASS II COMPACTED TO
MAXIMUM 8" LOOSE LIFTS IN ACCORDANCE
A 6'x6' PAINTED STRIPED AREA SHALL BE CENTERED ON THE SIPHONIC BREAK STORM
85% PROCTOR.
WITH ASTM D 698. CLASS III AND IV -A
"A"
THIS STRIPED AREA SHALL BE PAINTED WITH 4" SOLID TRAFFIC YELLOW STRIPES WITH 18"
MATERIALS SHALL BE COMPACTED NEAR
y'
3.
INITIAL BACKFILL SHALL BE CLASS 1 -A
OPTIMUM MOISTURE CONTENT.
PRECAST MANHOLE MAY BE USED UNLESS OTHERWISE NOTED OR DIRECTED BY THE ENGINEER.
REFER TO
WORKED BY HAND, OR CLASS 1 -8 OR CLASS II
PRECAST MANHOLE SPECIFICATIONS
ARCH. PLANS
COMPACTED TO 85% STANDARD PROCTOR.
9. FILL SALVAGED FROM EXCAVATION SHALL BE
F °' I' e; ° .
ASTM C478 - PRECAST REINFORCED CONCRETE MANHOLE SECTIONS
SITEWORK SPECIFICATIONS
FREE OF DEBRIS, ORGANICS AND ROCKS
ASTM C913 - PRECAST CONCRETE WATER AND WASTEWATER STRUCTURES
4.
INITIAL BACKFILL NOT UNDER PAVED AREAS
LARGER THAN 3 ".
U
JOINT: WATERTIGHT RUBBER GASKET
CAN BE CLASS III COMPACTED TO 90%
-_ -y.
REINFORCEMENT SCHEDULE, BASE
STANDARD PROCTOR.
10. ALL TRENCH EXCAVATIONS SHALL BE SLOPED,
"A" #4's 0 6" E.W.
SHORED, SHEETED, BRACED, OR OTHERWISE
P.C.
5.
FINAL BACKFILL SHALL BE CLASS I, 11, OR
SUPPORTED IN COMPLIANCE WITH OSHA
TABLE OF `W` IMENSIONS
PIPE
- MEP PLANS)
III COMPACTED AS NOTED IN NOTES 3. AND 4.
REGULATIONS AND LOCAL ORDINANCES. (SEE
OUTLET PIPE
1' -0"
SINGLE STRAIGHT 30 45'
SPECIFICATIONS)
4' -0" 4' -0" 4' -10"
STORM SEWER
�.:;:..,....
17?
-24"
30" 4' -0" 4' -7" 5' -8"
36" 4' -0" 5' -3" 6' -5„
TRENCH AND
BEDDING �I
42" 5' -3" 5' -11" 7' -3"
I�
N.T.S.
46" 5' -10" 6' -7" 8' -0"
60" 7' -0" 7' -10" 9' -8"
IL'L
DTTRENCH
12/20/04
DTTHBLHR
\ CONCRETE; '
c ll�h� .
TRENCH WALL TRENCH WALL
CROSS TEE 90• BEND
(ALL BENDS SIMILAR)
CONCRETE
UNDISTURBED EARTH WALL
HORIZONTAL THRUST BLOCKING
(BLOCKING HEIGHT GREATER THAN PIPE O.D.)
(BLOCKING WIDTH BETWEEN 1 & 2 TIMES HEIGHT)
REQUIRED SQ. FT. OF UNDISTURBED
EARTH WALL FOR REACTION BACKING
TYPE OF FITTINGS
PIPE
SIZE
TEE &
PLUG
BENDS
g0'
45'
221/2
111/4
4. BACKING FUTURE LINE EXTENSIONS SHALL BE SUCH THAT LATER REMOVAL IS POSSIBLE.
5. ALL BENDS WHERE FITTINGS ARE USED, BOTH HORIZONTAL OR VERTICAL SHALL BE BACKED.
6. REACTION BACKING TABLE IS BASED ON P.S.I. AND SOIL BEARING PRESSURE
3.,
CROSS WITH
TRENCH WALL .
7 \
PLUG TEE WITH PLUG
MIN. A.
NOTES:
WITH FINISH GRADE UNLESS OTHERWISE 1.
1. DO NOT COVER BELLS OR FLANGES WITH CONCRETE
60"
2. WRAP ALL FITTINGS WITH VISQUEEN.
10 -12 -09
3. BACK ALL TEES ACCORDING TO SIZE OF BRANCH.
USE ADJUSTMENT RINGS AS REQUIRED 2.
4. BACKING FUTURE LINE EXTENSIONS SHALL BE SUCH THAT LATER REMOVAL IS POSSIBLE.
5. ALL BENDS WHERE FITTINGS ARE USED, BOTH HORIZONTAL OR VERTICAL SHALL BE BACKED.
6. REACTION BACKING TABLE IS BASED ON P.S.I. AND SOIL BEARING PRESSURE
3.,
OF - -- Ib. /sq.ft. ADDITIONAL BACKING MAY BE REQUIRED IN SOME AREAS AS DIRECTED
BY ENGINEERS.
SHALL CONNECT TO THE ENDS OR SIDES OF THE MANHOLE. CONNECTION SHALL NOT BE MADE
7. ALL CONCRETE SHALL BE 2500 P.S.I.
AT CORNERS OF MANHOLE.
8. 18" AND LARGER REQUIRES SPECIFIC ANTI - THRUST DESIGN.
HORIZONTAL
THRUST BLOCKING
N.T.S.
L JV X 0 It
CLASS B CONCRETE
VALVE BOX TO SUIT V
AND DEPTH OF B
TAMP BACKFlI
VALVE BODY
WA'
GATE VALVE
N.T.S.
ADJUST TOP SECTION
TO FINISH GRADE
CORNER BARS - SAME SIZE AND
"A" SPACING AS HORIZONTAL BARS
I-
�+
I I I� 11 I I
�_
L_W -�
RING &VENTED COVER PER
SITEWORK SPECIFICATIONS
PLAN
x�
U w
<0
a
0I
F0
K N
wz
W J
�a
z
0
F
U
N
a
10" 90'
0
CORNER BAR
VENTED GRATE FOR THE
SIPHONIC BREAK MANHOLE
4" SOLID TRAFFIC YELLOW
PAINTED EDGE STRIPE
�- 4" SOLID TRAFFIC YELLOW
PAINTED STRIPE WITH 18"
SPACING AT 45' ANGLE
STRIPING DETAIL FOR THE
a f�IC11 Inn IIn r'l r%l - AIZ .. A K I I iii r-
N.T.S.
EXTERIOR FACE OF
NOTE: TOP OF MANHOLE TO BE LEVEL
MIN. A.
BUILDING WALL
WITH FINISH GRADE UNLESS OTHERWISE 1.
ALL EXPOSED CORNERS TO HAVE 3/4" CHAMFER.
60"
NOTED OR DIRECTED BY THE ENGINEER.
10 -12 -09
USE ADJUSTMENT RINGS AS REQUIRED 2.
REFER GRADING PLAN FOR PIPE SIZES, LOCATIONS, AND INVERTS.
BUT NOT TO EXCEED 12 '.
3.,
A SQUARE OR RECTANGULAR MANHOLE MAY BE USED IN LIEU OF A ROUND MANHOLE. PIPES
RING & VENTED COVER
SHALL CONNECT TO THE ENDS OR SIDES OF THE MANHOLE. CONNECTION SHALL NOT BE MADE
REFER TO ARCH. PLANS FOR LOCATION PER SITEWORK
AT CORNERS OF MANHOLE.
SPECIFICATIONS
(PER SITEWORK SPECIFICATION SECTION 02751)
2' -0" SEE INSET "A" 4.
ALL REINFORCING BARS TO BE GRADE 60.
- SITE GRADES
(MIN.)
5.
ALL REINFORCING BARS TO HAVE 2" COVER.
(REFER CIVIL SITE
NOTED OR DIRECTED BY THE ENGINEER.
GRADING PLAN)
6.
OPENINGS FOR INLET & OUTLET PIPES ARE LOCATED AS REQUIRED PER GRADING PLAN.
EDGE OF MANHOLE
0
USE ADJUSTMENT RINGS AS REQUIRED
7.
A 6'x6' PAINTED STRIPED AREA SHALL BE CENTERED ON THE SIPHONIC BREAK STORM
'
MANHOLE TO PREVENT ANY PARKING OR COVERING OF THE VENTED GRATE WITH ANY OBJECTS.
"A"
THIS STRIPED AREA SHALL BE PAINTED WITH 4" SOLID TRAFFIC YELLOW STRIPES WITH 18"
y'
SPACING AT 45' ANGLE.
N" 8.
PRECAST MANHOLE MAY BE USED UNLESS OTHERWISE NOTED OR DIRECTED BY THE ENGINEER.
REFER TO
## W" 4'-0" MIN. 4 .
.r ( )
PRECAST MANHOLE SPECIFICATIONS
ARCH. PLANS
I
F °' I' e; ° .
ASTM C478 - PRECAST REINFORCED CONCRETE MANHOLE SECTIONS
SITEWORK SPECIFICATIONS
F z o
ASTM C913 - PRECAST CONCRETE WATER AND WASTEWATER STRUCTURES
4j
CONCRETE: 4000 PSI AE (MIN.)
U
JOINT: WATERTIGHT RUBBER GASKET
-_ -y.
REINFORCEMENT SCHEDULE, BASE
_ Q g
SECTION
"A" #4's 0 6" E.W.
8 _
P.C.
INVERT ELEVATIO
(REFER TO ARCH./
CONCRETE
GROUT BOTTOM 1
TABLE OF `W` IMENSIONS
PIPE
- MEP PLANS)
;` TO SLOPE TO L'
SIZE SKEW OF CROSS DRAIN
OUTLET PIPE
1' -0"
SINGLE STRAIGHT 30 45'
4' -0" 4' -0" 4' -10"
�.:;:..,....
17?
-24"
30" 4' -0" 4' -7" 5' -8"
36" 4' -0" 5' -3" 6' -5„
' :
4' MAX
42" 5' -3" 5' -11" 7' -3"
I�
\,--COMPACTED
46" 5' -10" 6' -7" 8' -0"
60" 7' -0" 7' -10" 9' -8"
IL'L
INVERT ELEVATION
(CONE SECTION
IS ACCEPTABLE)
SUBGRADE (REFER TO CIVIL PLANS) DOUBLE FOR "A" SECTION ONLY
24" 7' -0" 7' -10" 9' -5"
(DIAMETER)
SECTION "A " - "A"
30" 8' -2" 9' -2" 11' -0"
- - -�
36" 9' -4" 10' -6" 12' -6"
_
�� P.C. CONCRETE
42" 10' -6" 11' -10" 14' -2"
_I
PER SITEWORK SPECIFICATION SECTION 02751) 48" 11' -8" 13' -2" 15' -10"
/
TO
-;
FULL DEPTH OF FRAME HEIGHT TO
OUTSIDE REINFORCEMENT SCHEDULE, WALLS
x
EDGE OF MANHOLE
SECTION WIDTH ( "W") HOR. VERT.
•
^° "P" = PAVEMENT THICKNESS
4' 4's 0 9" 4's 0 10"
m
_
"F" =FRAME HEIGHT
"A" BETWEEN 4' & 7' 6's 0 9" 4's 0 10"
RING & COVER PER
GREATER THAN 7' 5's 0 4 1 2" 4's 0 10"
•
TABLE OF "T" & "N" DIMENSIONS
°
SECTION WIDTH ( "W ") T. "N" "D"
U
BETWEEN 4' & 7' 6" + PIPE THICKNESS 8" 6"
of
�'�N "•
"A" GREATER THAN 7' 6" + PIPE THICKNESS 8" 8"
_
REINFORCEMENT SCHEDULE, TOP
J ?
INVERT SHALL BE POURED AFTER PLACEMENT OF MANHOLE.
DIMENSIONS STEEL SPECIAL PATTERN
aaJ
; Z
INSET "A"
W1 = 7. OR LESS #4's 0 8" E.W. DIAGONAL 0 COVER
"L"
W2 = 7. OR LESS #4's 0 8" E.W. DIAGONAL 0 COVER
\�
��%\� %/ j
o
W1 = 7 OR LESS #4's 0 8" E.W. DIAGONAL 0 COVER
// /
SIPHONIC BREAK CONCRETE
W2 = 7' OR GREATER #4'S 0 6" E.W. DIAGONAL 0 COVER
)MIN.
W1 = 7. OR GREATER #4's 0 6 E.W. DIAGONAL 0 COVER
STORM MANHOLE DETAIL
W2 = 7' OR GREATER 4's 0 6" E.W. DIAGONAL 0 COVER
ELEVATION n
N.T.S.
\/ \
x/
\
PIPE PLAN OF MANHOLE TOP
SIZE z T = 6" FOR DEPTHS LESS THAN OR EQUAL TO 6' T = 9" FOR DEPTHS GREATER THAN 6'.
12" SECTION "B " - "B"
12"
3" I DIAMETER
I 1 - I #4 "L" BARS
O.D. OF MANHOLE + 24" AT 10" CENTERS
PRECAST BASE SECTION SET ON CONCRETE BLOCKS
FOUNDATION SLAB AND INVERT POURED MONOLITHIC.
B B
SECTION "A " - "A"
BASE SECTION DIMENSIONS
SIZE OF PIPE
MIN. A.
24" OR SMALLER
48"
30" - 36"
60"
DTSPHNCMH
10 -12 -09
P.C. CONCRETE
NOTE: TOP OF MANHOLE TO BE LEVEL
(PER SITEWORK SPECIFICATION SECTION 02751)
WITH FINISH GRADE UNLESS OTHERWISE
FULL DEPTH OF FRAME HEIGHT TO OUTSIDE
NOTED OR DIRECTED BY THE ENGINEER.
EDGE OF MANHOLE
USE ADJUSTMENT RINGS AS REQUIRED
BUT NOT TO EXCEED 12.
"A"
SEE INSET
a
"P" = PAVEMENT THICKNESS
RING & COVER PER
I
F °' I' e; ° .
P I "F" = FRAME HEIGHT
SITEWORK SPECIFICATIONS
2 LAYERS OF
TAR PAPER
I
a'
r
8 _
11
0, o o o
° 0
-T
y=
' :
4' MAX
I
iiiik
L• _ _ _ _ _
_ • : _
1,12
(CONE SECTION
IS ACCEPTABLE)
8" 24"
z
(DIAMETER)
-------- - -
- - -�
=
INSET "A"
N
-
I-
'.r
RING & COVER PER
w
D
FOUNDATION SLAB AND BASE SECTION MAY BE POURED
SITEWORK SPECIFICATIONS
U
of
MONOLITHIC OR SEPARATELY WITH A KEYWAY.
o
J ?
INVERT SHALL BE POURED AFTER PLACEMENT OF MANHOLE.
C�
aaJ
; Z
}
U
W J
"L"
=
o
?.
z �
(D w
#4 BARS S
18" LEGS
KEYWAY
L I W
V)
W J
z CL CL
w ARIABLE
w - - -
U
-
Li
Z3 z
1' CLEAR
f: 6" IN.
}
2
#4 AT 10" CENTERS EACH DIRECTION
OR EQUIVALENT WELDED WIRE FABRIC
coEn
S = 0 FOR DEPTHS LESS THAN OR EQUAL TO 6' S = 9" FOR DEPTHS GREATER THAN 6'.
\/ \
x/
\
PIPE PLAN OF MANHOLE TOP
SIZE z T = 6" FOR DEPTHS LESS THAN OR EQUAL TO 6' T = 9" FOR DEPTHS GREATER THAN 6'.
12" SECTION "B " - "B"
12"
3" I DIAMETER
I 1 - I #4 "L" BARS
O.D. OF MANHOLE + 24" AT 10" CENTERS
PRECAST BASE SECTION SET ON CONCRETE BLOCKS
FOUNDATION SLAB AND INVERT POURED MONOLITHIC.
B B
SECTION "A " - "A"
BASE SECTION DIMENSIONS
SIZE OF PIPE
MIN. A.
24" OR SMALLER
48"
30" - 36"
60"
42" - 48"
72"
ALTERNATE
FOOTING
�� SHAPE
Al IA
r
`STANDAI
VALVE BOX TO BE L- - - - - - - -J FOOTING
ENTIRELY SUPPORTED SHAPE
BY CONCRETE
BLOCKS OR BRICKS TO O.D. OF MANHOLE + 24"
SUIT. VALVE BOX
MUST NOT BEAR ON
VALVE OR PIPE.
PLAN OF FOOTING
DTPRCSTMH
PRECAST FOUNDATION SLAB
EXPANSIVE
T - - - - MORTAR
12"
V.
12"
DIAMETER
PRECAST BASE SECTION SET ON CONCRETE BLOCKS
FOUNDATION SLAB AND INVERT POURED MONOLITHIC.
ALTERNATE FOOTING
PRECAST MANHOLE
N.T.S.
GENERAL NOTES:
1. PRECAST MANHOLE SHALL BE MANUFACTURED PER LATEST
ASTM C478 AND C913 SPECIFICATIONS.
2. THE CONFIGURATION DETAILS SHOWN ARE DESCRIPTIVE
ONLY AND MAY BE VARIED TO CONFORM WITH AN
ESTABLISHED MANUFACTURING PROCEDURE.
3. FORMED OR CUT OUT OPENINGS SHALL BE PROVIDED
WHERE PIPE INLETS AND OUTLETS ARE SHOWN ON THE
PLANS.
4. THE TOP OF THE INLET SHALL NOT BE SET BELOW THE TOP
OF THE OUTLET PIPE.
5. REINFORCEMENT SHALL BE CUT AT PIPE OPENINGS.
6. WHERE PIPES DO NOT ENTER OR EXIT RADIALLY, USE NEXT
LARGER SIZE MANHOLE.
7. CIRCUMFERENTIAL REINFORCEMENT SIZE AND PLACEMENT
SHALL BE IN ACCORDANCE WITH THE STANDARD
SPECIFICATIONS TO A MAXIMUM DEPTH OF 20 FEET. OVER
20 FOOT DEPTH CIRCUMFERENTIAL REINFORCEMENT IS
INCREASED TO 0.24 SQUARE INCHES STEEL REQUIRED PER
LINEAR FOOT, TO A MAXIMUM DEPTH OF 30 FEET.
8. FOR PIPE CONNECTIONS, A RUBBER GASKET IN
ACCORDANCE WITH ASTM RUBBER GASKET SPECIFICATIONS
C443 OR C923 AND CAST INTEGRALLY IN MANHOLE MAY BE
USED AS AN ALTERNATE TO EXPANSIVE MORTAR.
REVISIONS BY
DRAWN
JBW
CHECKED
KJC
DATE
1/7/15
SCALE
AS NOTED
JOB No.
NCC 138020
SHEET
D,3

IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THIS PROJECT
WORK SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIVE TO
THE SPECIFICATIONS OR APPLICABLE CODES, IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD IN
WRITING PRIOR TO THE START OF CONSTRUCTION. FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUTE
ACCEPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF THE WORK AS DEFINED BY THE DRAWINGS AND IN
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7' -711
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1' -10"
7' -10"
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361'
3'-8"
gr -81'
42"
4' -5"
10' -5/1
4;775'-0"
5
11' -O"
" WEEP HOLES
X
Z
2 " -3" S9.5B OR S9.5C 11" B25.OB OR B25.0 Oct)
SURFACE COURSE BASE COURSE h Q
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PAVEMENT REPAIRS ON ROADS TO BE RESURFACED
(PIPE IS PLACED UNDER EXISTING PAVEMENT)
2" S9.5B OR S9.5C
SURFACE COURSE
11 B25.OB OR B25.00 _
BASE COURSE
EXISTING
1' -O" 2, -0„
EXISTING
-011)
PAVEMENT REPAIRS ON ROADS NOT TO BE RESURFACED
(PIPE IS TO BE PLACED UNDER EXISTING PAVEMENT)
GENERAL NOTES:
USE CLASS "B" CONCRETE THROUGHOUT.
PROVIDE ALL DROP INLETS OVER W -6" IN DEPTH WITH STEPS 12"
ON CENTER. USE STEPS WHICH COMPLY WITH STD. DRAWING 840.66.
OPTIONAL CONSTRUCTION - MONOLITHIC POUR 2" KEYWAY OR #4 BAR DOWELS AT
12" CENTERS AS DIRECTED BY THE ENGINEER.
USE FORMS FOR THE CONSTRUCTION OF THE BOTTOM SLAB.
IF REINFORCED CONCRETE PIPE IS SET IN BOTTOM SLAB OF BOX, ADD TO SLAB
AS SHOWN ON STD. NO. 840.00.
CONSTRUCT WITH PIPE CROWNS MATCHING.
SEE STANDARD DRAWING 840.25 FOR ATTACHMENT OF FRAMES AND GRATES NOT SHOWN.
INSTALL 2" WEEPHOLES AS DIRECTED BY THE ENGINEER.
INSTALL STONE DRAINS, OF A MINIMUM OF 1 CUBIC FOOT OF NO. 78M STONE IN A
Z I POROUS FABRIC BAG OR WRAP, AT EACH WEEP HOLE OR AS DIRECTED BY THE ENGINEER.
1 CHAMFER ALL EXPOSED CORNERS 1 ".
DRAWING NOT TO SCALE.
PLAN
WITH GRATE & FRAME REMOVED
BRICK COPING(INCIDE --
m
- TOP ELEVATION
r v STD. 640.16 FRA1
Z ►-+ & GRATE
N 6" A fill
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m Z H !DT-SEE NOTE DOWEL(SEE NOTE) MAX, PIPE THIS SIDE - 18" m l
SECTION X -X SECTION Y -Y
-1 0
DIMENSIONS AND QUANTITIES FOR DROP INLET(BASED ON MIN. HEIGHT, H)
DIMENSIONS OF BOX & PIPE
CUBIC YARDS
CONIC. IN BOX
DEDUCTIONS FOR
ONE PIPE
PIPE
SPAN
WIDTH
MIN. HEIGHT
D
A
B
H
BOTTOM
SLAB
WALL PER
FT. HT.
TOTAL
CONCRETE
FOR MINIMUM
HEIGHT H
C. M.
R.C.
12"
3' -0"
2' -0"
2' -0"
0.222
0.222
0.592
0.015
0.026
15"
!ii 00
PLACE BARS DIAGONAL
27311
O
0.648
0.023
0.036
18"
--
BASE
2' -6
H
IF REINFORCED CONCRETE PIPE IS SET IN BOTTOM
0.703
0.033
0.049
24
0.235
0.772
3' -0"
USE TYPE "E ", "F" AND "G" GRATES UNLESS OTHERWISE INDICATED.
15"
0.814
0.059
0.085
30"
3' -0"
2'-0"
3' 6"
0.222
0.222
0.925
0.092
0.127
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1840.14
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< USE 4000 PSI MINIMUM COMPRESSIVE STRENGTH CONCRETE. ( 1 INTERNAL MIN. MIN. MIN. CIRCUMFERENTIAL
rki
F- d
H Z CONCENTRIC DIAMETER WALL TOP /BOTTOM AREA OF STEEL Q F- �+
O O FABRICATE, ASSEMBLE AND DESIGN PRECAST MANHOLE COMPONENTS h
D H ° = ACCORDANCE WITH AASHTO M199. CONE SECTION (FT.) THICKNESS SLAB THICKNESS PER VERTICAL FT. 1Zi = 0
0
hm•4 Z -) = D ASSEMBLE RISER AND GRADE RINGS WITH THE STEPS SPACED 12" (IN.) {IN.} (SQ. IN.} WO p N = z
= O D O rn FROM THE TOP TO THE BOTTOM OF THE MANHOLE. W Q Q L1_ S
"n Z WHERE THE MANHOLE IS EXPOSED TO ROAD TRAFFIC, CONSTRUCT 4 4 fi 0.12 < U = O C9
Z O O ° THE TOP OF THE MANHOLE FLUSH WITH THE GROUND AND A MINIMUM 5 5 8 0.15 FQ- = F- Z Ij
? �tr-1 m OF 9" ABOVE THE GROUND AT OTHER LOCATIONS. g 6 8 0.18 O h u-
-=1 z LIMIT DEPTH OF FILL TO 30' -0" FROM FINISH GRADE TO TOP OF O CO
•i OQC
BOTTOM SLAB. 'D, F- >
H THE MIN. SLAB THICKNESS 'T' IS THE DIMENSION OF THE a p
cn z THINNEST PORTION OF THE TOP /BOTTOM SLAB. ALTERNATE CONE SECTION � , o LLJ
GRADE RING
* TOP MAT OF REINFORCEMENT MAY BE NEGLECTED IF TOP SLAB HAS o -- MIN. AREA OF STEEL
A DISTINGUISHABLE TOP AND BOTTOM. D + 2 W ECCENTRIC CONE IS 0.07 in.2 W
r r
x ADDITIONAL MAX. SPA CI W
1 MIN' #4 REBAR OF CIRCUS. R/F C
y CLR. LOCATE WALL REINFORCEMENT Yq�
IN MIDDLE THIRD OF WALL o
1" MIN. USE MIN. AREA OF STEEL IN TOP D O
LL
i r CLR• SLAB OF #4'S @ 8" CTS.
Z r--1 EACHWAY /EACH FACE *. STEP STD. �,
N0. 840.66
N = FLAT TOP SLAB (CIRCUMFERENTIAL H 0 °-
3' Z H
'r
m
TRAFFIC BEARINO
840.37
=mp
REINFORCEMENT)
NONTRAFFIC BEARING:
840.22
USE CLASS "B" CONCRETE THROUGHOUT.
$40.24
SPAN
Z
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ADDITIONAL #4 EACH
c
.{1
v
DRAWING 840.66.
SIDE OF OPENING (1"
� J-
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"
T�'
H
z
CLEAR OF BOTTOM FACE
" - ��
SEE STD. 840.54
=
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PLACE BARS DIAGONAL
RISER
:J1
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or USE FORMS FOR THE CONSTRUCTION OF THE BOTTOM
TO CORNERS (TYP.)
FHAYE AND ORATES
BTD. N0.
TRAFFIC BEARINO
840.37
- ��
REINFORCEMENT)
NONTRAFFIC BEARING:
840.22
USE CLASS "B" CONCRETE THROUGHOUT.
$40.24
SPAN
840.20
y
840.29
'�
FRAME & GRATE i
840.33
"00
DIMENSIONS OF BOX AND PIPE
Q' A.
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REINFORCEMENT)
Q=
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USE CLASS "B" CONCRETE THROUGHOUT.
W F-
SPAN
Z
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FRAME & GRATE i
Q
ON CENTER. USE STEPS WHICH COMPLY WITH STD.
DRAWING 840.66.
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OR YINtYUM
H IOHT H
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ADDITIONAL #4 EACH
H
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SEE STD. 840.54
LONGITUDINAL
REINFORCEMENT
!ii 00
SIDE OF OPENING (1"
CLEAR OF BOTTOM FACE)
RISER
3' -0"
L1_ J d H Z
LL
or USE FORMS FOR THE CONSTRUCTION OF THE BOTTOM
_
If ±If = JI_ _ I !
cr-
..
o d' v
FOR MANHOLE
RING AND COVER
--
BASE
H
IF REINFORCED CONCRETE PIPE IS SET IN BOTTOM
Z =
"00
DIMENSIONS OF BOX AND PIPE
Q' A.
��
- ��
w`
'D'
w
USE CLASS "B" CONCRETE THROUGHOUT.
W F-
SPAN
Z
y
'��
'�
FRAME & GRATE i
Q
ON CENTER. USE STEPS WHICH COMPLY WITH STD.
DRAWING 840.66.
T. GONG.
OR YINtYUM
H IOHT H
� J-
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m
v
H
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7
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SEE STD. 840.54
F
pZf
CENTERS AS DIRECTED BY THE ENGINEER.
= = r
3' -0"
L1_ J d H Z
LL
or USE FORMS FOR THE CONSTRUCTION OF THE BOTTOM
_
If ±If = JI_ _ I !
.4 i
j
FOR MANHOLE
RING AND COVER
--
BASE
H
IF REINFORCED CONCRETE PIPE IS SET IN BOTTOM
SLAB OF BOX, ADD TO SLAB
I- JL
4r
1
0.235
0.772
h C.7 , O (3
USE TYPE "E ", "F" AND "G" GRATES UNLESS OTHERWISE INDICATED.
15"
= h z W
FOR 8' -0" IN HEIGHT OR LESS USE 6" WALLS AND
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8' -0" TO 16' -0" IN HEIGHT USE 8" WALLS AND BOTTOM
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IF _ _ it
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REINFORCED CONIC.
FTG. (SEE STD.
W
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CHAMFER ALL EXPOSED CORNERS 1".
,I1 !
1` JL
t i
- _ -
. .: o ,. , .: _
1525.01 IF
DRAWING NOT TO SCALE.
_
` '
1
USE MIN. AREA OF STEEL
0.033
REQUIRED}
0
3' -0"
2' -2"
��
- �7
- 1
1
IN BASE SLAB OF
PER
1
,
uj
m
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0.235
_ _ _ _ _
FOOT
_
0.085
30"
3' -0"
2' -2"
W -4"
4' -3"
1' -2"
4' -0"
4
1' -5"
CL
3' -9"
3
3' -9"
GRATED INLET OPTION
MANHOLE OPTION
0.321
TYPICAL MANHOLE SECTION
0.092
0.127
36"
SHEET 1 OF 1
SHEET 1 OF 1
3' -10"
840.52
V -8"
4' -0"
4
V -11"
3
3' -9"
840.52
- COVER, NOTES, @ DETNLS.DWG PPoNiED BY: JWOODARD 1.07.15 0 1:56 PM
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840.
C
Y NOTES: USE CLASS "8" CONCRETE THROUGHOUT. O
PROVIDE ALL CATCH BASINS OVER 3' -6" IN DEPTH WITH STEPS 12" H O
ON CENTER. USE STEPS WHICH COMPLY WITH STD. DRAWING 840.66. h Q
Q
TION - MONOLITHIC POUR 2 KEYWAY OR #4 BAR DOWELS AT "�.'
OPTIONAL CONSTRUCTION , ,
h
12" CENTERS AS DIRECTED BY THE ENGINEER. iZi (� CD
USE FORMS FOR THE CONSTRUCTION OF THE BOTTOM SLAB. LL -j d H Z
IF REINFORCED CONCRETE PIPE IS SET IN BOTTOM SLAB OF BOX, ADD TO SLAB O O O =
l ' AS SHOWN ON STD. N0. 840.00. W Q Q LL =
n "
FOR 8 -0 IN HEIGHT OR LESS USE 6 WALLS AND BOTTOM SLAB. OVER
8' -0" TO 16' -0" IN HEIGHT USE 8" WALLS AND BOTTOM SLAB. ADJUST Q h H
X QUANTITIES ACCORDINGLY. = z0 W
CONSTRUCT WITH PIPE CROWNS MATCHING. Z O H
INSTALL 2" WEEPHOLES AS DIRECTED BY THE ENGINEER.
INSTALL STONE DRAINS, OF A MINIMUM OF 1 CUBIC FOOT OF NO. 78M STONE IN A
POROUS FABRIC BAG OR WRAP, AT EACH WEEP HOLE OR AS DIRECTED BY THE ENGINEER. Q-"
CHAMFER ALL EXPOSED CORNERS 1 ". W
DRAWING NOT TO SCALE.
*INCREASE THE SIZE OF THE B" OPENING TO 8" MAX., AS DIRECTED BY THE
ENGINEER BY ADDING 2" TO THE WALL HEEGHT ABOVE THE TOP ELEVATION. ADJUST
Y 2" WEEP HOLES QUANTITIES ACCORDINGLY.
z
PLAN 2ND OPENING ~
IF REG D. Q
F TOP SLAB G m
v
It TOP SLAB dJ 0
TOP ELEVATION #4 BAR Z TOP ELEVATION -I- GUTTER LINE v
lot
#4 BAR z � "'- 6 +, * C'3 1-
OPENING B "" Z Q w
- -- ' ` ^ V a
e' e� 6" .E - - -•• ih TOP ELEVATION Q F 0.
'� _-• 11/2„ CLR. p r¢
(6„ A s" PIPE WALL 101 „ 0 O OD CC
04 ( ut ' CLR. ((THICKNESS VARIES cc
- Q =
rn °' (MIN.) z � _
�...__.,, #4 BAR Z '� F-
-� � I = w
SEE NOTE d
N
SECTION X -X SEE NOTE SECTION Y -Y PART SECTION Y -Y CO O
H
SHOWING DETAILS AT OPENING UJ
z
MIN. DIMENSIONS AND QUANTITIES FOR CONCRETE CATCH BASIN (BASED ON MIN. HEIGHT, H) W W
DIM'S OF BOX & PIPE REINFORCING TOP & ROT. SLAB CU. YDS. CONC. TOTAL QUANTITIES DEDUCTION ED. ON W
6' THROAT
PIPE SPAN WIDTH HEIGHT BARS - X BARS - Y BARS - Z DIMENSIONS IN BOX BOX & SLABS ONE PIPE OPENING U
D A B H NO. LENGTH NO LENGTH NO. LENGTH F G TOP SLAB ROT. SLAB OLLIFT, Itt LOS, REINF. 171 (MIN H) C. S. R.C. YD3 z
12" 3' -6" 2' -3" V. 10" 4 W -0" 6 4' -3" 2 4' -3" 4' -6" 3' -3" 0.181 0.271 0.250 27 1,046 0.015 0.032 0.046 0
15 3 -6 W -3" 2' -1" 4 3'- 0 " 6 4' -3" 2 4' -3" 4' -6" 3' -3" 0.181 0.271 0,250 27 1.108 0.023 0,036 0.046
181, 4'-0" 2' -8" 2' -4" 5 3' -5" 7 4' -9" 2 4' -g" 5' -0" 3` -8" 0.226 0.340 0.284 35 1.379 0.033 0.049 0.053
24" 4' -0" W -8" V -10' 5 3' -5" 7 4' -9" 2 4` -9" 5' -0" 3' -8" 0.226 0.340 0.284 35 1.521 0.059 0.085 0.053
30" 4' -0" 3' -6" 3' -4" 5 4' -3" 9 4' -9" 2 4' -9" 5' -0" 4' -6" 0.278 0.417 0.315 43 1.916 0.092 0.127 0.053
36" 4' -6" 4'.0" 3' -10" 5 4' -9" 10 5' -3" 2 5' -3" 5' -6' 5' -0" 0.340 0.510 0.352 51 2.390 0.132 0.178 0.059 SHEET 1 OF 2
42" 5' -0" 4' -6" 4' -4" 5 5' -3" 12 5' -9" 2 S' -9" 6' -0" 5' -6" 0.407 0.611 0.389 64 2.914 0.180 0.243 0.066 840 04
48" 5' -0" 5' -0" 4' -10" 5 5' -9" 13 5' -9" 2 5' -9" 6' -0" 6' -0" 0 "444 0.666 0.407 68 3.298 0.235 0.317 0.066 (7 ■
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SECTION G -G C4 H
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1' -4%2" 1, 4f�n F-..I�
T PLAN OF FRAME u)
11-7 §8f1 11-7§'8'1 CAST IRON T'
O
ca qT
C/) cm PLAN OF GRATING � H o
2'_311/ 11 CAST IRON
_ Z H CO d'
m n ¢ z o
v �8» ),,8 rl 1/8 of 1811 = Q d•
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v -t1 z 1" 1 ,l 1„ 1„ ° W N
> 3'- 33/411 2' -33,4. cr. 0
m 16/1» X811 1r 1/8 it I �8» Q � 0
Op- �r D ( j- » -3�,r- I -3 -3,44 r, f- . -0 - --
° v Z SECTION H - H I 31 -211 ( ( 21_ » Z
p O O - - J ~
oa 0 2118„ , -� 2 %g" _ -{� z Fy
oa m 3, -13/1, N N ,2/ -13/11 N c\1
W Gtr co
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3r-6r' 21 -611 O
01 LL
SECTION E -E SECTION F -F
SHEET 1 OF 1 SHEET 1 OF 1
840.16 840.16
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A
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SOLID COVER SHOWN PERFORATED. PERFORATED AVAILABLE
IF SPECIFIED.
STATE USE OF SYSTEM ON COVER
(I.E.: SEWER, STORM DRAIN, ELECTRICAL)
TOP OF COVER
B � B
I- - - - -
BOTTOM OF COVER
ac m
Z z PLAN OF FRAME
= r
CA
O H
1 j = 2' -114to
CA
�1 z 1' -1111 X11
D 1 ` -10 ,8"
m v -
Z 1" /r ���TYPE #1
v
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2' -91/4" / �y
SECTION A -A I !
SHEET 1 OF 1
840.541 TYPE #2
PLAN OF COVER
1' -11112"
04
j to -�
to -43
1 `- 10/811
SECTION B -B
MINIMUM WEIGHTS - LBS.
FRAME - 180
COVER - 120
TOTAL - 300
z
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00u)=
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= JOINT SEALER
= O 0 ° JOINT FILLER BASE COURSE 14/4" RADIUS VAR. = F_ Z H
z H r- -n SURFACE COURSE rJ7 F. p w
0 m H SHOWING EXPANSION JOINT =1•I -,..., -j
n z, �11 5" MONOLITHIC CONCRETE ISLAND (SURFACE MOUNTED) Z °°,�
ON ASPHALT CONCRETE PAVEMENT F:
» H
H . � 1/g RADIUS O_ 0
O 0 (USE ON ISLAND 4 WIDE OR GREATER) , W
Z r VARIABLE 0
:::j; •:::: •:•:,: 911
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•' �' "' -' SEE TYPICAL SECTIONS ,--- - T-�--. N
JOINT SEALER FOR PAVEMENT DEPTH. r. s • r. •;; r'• •• r r:..; r: ' i' ''r ;t + c +•:. r :t
KEY IN ON THE i ;•':? w';•": ?w';•' : ?:ii;•': ?:w';•' :i:i';•': ::i °: ': ?.i': w..w :. �i,�
LAST LAYER OF
SHOWING GROOVED JOINT
PAVEMENT SURFACE
COURSE SURFACE COURSE 2 RADIUS
z PARTIAL LONGITUDINAL SECTIONS BASE COURSE BINDER COURSE 13/4of RADIUS o
Q OR EXISTING PAVEMENT LL.
0 OF PAVED ISLANDS 5"' MONOLITHIC CONCRETE ISLAND (KEYED IN) 0 RA
z s NOTE: ON ASPHALT CONCRETE PAVEMENT z
CA (USE ON ISLAND LESS THAN 4' WIDE) Q
WHEN MONOLITHIC CONCRETE ISLAND IS ON TOP OF SURFACE VARIABLE _ -j
COURSE, DRIVE 40d SPIKES INTO SURFACE UNDER MONOLITHIC -12" x 6" LONG DIA. DEFORM
M 0 91'
CONCRETE ISLAND. STAGGER SPIKES ON 2' CENTERS EACH WAY. BARS ON 24" C STAGGERED � -cm
= 0.02 SLOPE W
~ O IN THE CONCRETE PAVEMENT (ISLAND) AND CONCRETE ISLAND ; ;' .'•,,; ,` ; •„` ,;. ; •�y Z
.e•..' - .e•..' i.e. • ne Q W
(MONOLITHIC) PLACE 1/2" EXPANSION JOINTS AT 30' INTERVALS t CC
ZAND GROOVED JOINTS 1" DEEP AT 10' INTERVALS BETWEEN 134" RADIUS 2" RADIUS O z
v z EXPANSION JOINTS. 5" MONOLITHIC CONCRETE ISLAND c=n O
O ,7 (SURFACE MOUNTED) ON CONCRETE PAVEMENT v
0 LINE UP THE JOINTS IN THE CONCRETE PAVEMENT (ISLAND) VARIABLE z
= WITH THE JOINTS IN THE CURB OR CURB AND GUTTER. JOINT SEALER w
JOINT FILLER
FILL AND SEAL THE TOP 1�" OF THE EXPANSION JOINTS AND CURB AND GUTTER 4" CONC. COVER
THE ENTIRE DEPTH OF GROOVED JOINTS WITH JOINT SEALER. AS CALLED FOR ON 0.02 SLOPE
PLANS.
FOR JOINTS IN THE CURB AND /OR CURB AND GUTTER, SEE SURFACING 4g�;o;a 000;ci -'q e(d•'Piyfq°�rc3�°o
!'• oa�:a,.:o!e ;b. -e .06,4" 4 BASE COURSE Ad o. o.c� e�o`r:a.•
STANDARD NO. 846.01
SHEET 1 OF 1 SHEET 1 OF 1
852.01 PAVED CONCRETE ISLAND 852.01
v
vm
H -v
7OOpp
ra'-o"n=CA
14z -1 => Y
=m°Zynm
ZHco p0
• O0H
0==z
CA H ,
O
Z p
m
0 Z
r_
Z H
0 =
N �
-mcn
=mz
c 0 >
� -4 0
� � H
rn y 0
N m
Z p
840.02
BACK OF CURB
X
PLAN
LOS. X
CF[`TTnN Y -Y
GENERAL NOTES:
DIMENSIONS OF BOX AND PIPE
Q' A.
z
CU.YDS. CONC. IN BOX
DEDUCTIONS
ONE PIPE
m
SPAN
USE CLASS "B" CONCRETE THROUGHOUT.
°
SPAN
HO O
0 .
WITH STEPS 12 "h1
BAR -W
N0. LENGTH
Q
PLAN
LOS. X
CF[`TTnN Y -Y
GENERAL NOTES:
DIMENSIONS OF BOX AND PIPE
COVER
DIMENSION
z
CU.YDS. CONC. IN BOX
DEDUCTIONS
ONE PIPE
PIPE
SPAN
USE CLASS "B" CONCRETE THROUGHOUT.
WIDTH
SPAN
HO O
PROVIDE ALL CATCH BASINS OVER 3' -6" IN DEPTH
WITH STEPS 12 "h1
BAR -W
N0. LENGTH
Q
ON CENTER. USE STEPS WHICH COMPLY WITH STD.
DRAWING 840.66.
T. GONG.
OR YINtYUM
H IOHT H
Q h
A
B
C
G
OPTIONAL CONSTRUCTION - MONOLITHIC POUR, 2"
KEYWAY, OR #4 BAR DOWELS AT
F
pZf
CENTERS AS DIRECTED BY THE ENGINEER.
12"
3' -0"
L1_ J d H Z
LL
or USE FORMS FOR THE CONSTRUCTION OF THE BOTTOM
SLAB.
2' -9"
0 O O =
--
-
IF REINFORCED CONCRETE PIPE IS SET IN BOTTOM
SLAB OF BOX, ADD TO SLAB
W Q LL =
AS SHOWN ON STD. NO. 840.00.
0.235
0.772
h C.7 , O (3
USE TYPE "E ", "F" AND "G" GRATES UNLESS OTHERWISE INDICATED.
15"
= h z W
FOR 8' -0" IN HEIGHT OR LESS USE 6" WALLS AND
BOTTOM SLAB. OVER
O - O J
8' -0" TO 16' -0" IN HEIGHT USE 8" WALLS AND BOTTOM
SLAB. ADJUST
O O
QUANTITIES ACCORDINGLY.
Z H
CONSTRUCT WITH PIPE CROWNS MATCHING.
0.235
F-
0.023
0.036
18"
r>4
CL
CHAMFER ALL EXPOSED CORNERS 1".
W 0
0
DRAWING NOT TO SCALE.
WHERE 30" TO 36" PIPE IS USED
WHERE 42" TO 54" PIPE IS USED
DETAIL SHOWING METHOD
OF RISER CONSTRUCTION
L
v
°m S
H
G,
7D
cn 6" E-�j
O
H
n » fir, Err
Z � _ > #4 EQUAL SPACES 1 1 It
=mzpm 3" %2
= O O °
z , ., -v r- -n
c00"
->_ =z R �, �, R co
a ui
d` a
cj) 0,
O q_j mQ
Z m j U.
�w �w
to ab t4 @'
Swj
PLAN OF TOP SLAB SECTION S -S
m
0z
z H
CA
j Z
N �
= mm 6" E #8 "W" BARS #4 BAR
�Y " " N
M z @ EQUAL SPACES
c 0
#4 BARS v
P " er 1 6
W N SECTION R -R DOWEL
m N z
Z0
SHEET 2 OF 2
840.02
PLAN
STEPS - STD. NO. 840.66
QD -A
6" G 1 :: 6"
d •Q.
D
•o.
L�
.y
SECTION M -M
WHERE 42" TO 54" PIPE IS USED
c4 A
PLAN
PLAN
CURB AND GUTTER WITH CATCH BASIN ON STEEP GRADES
TOP fi„
USE ON FLAT ELEV. EXPANSION JOINT
GRADES 2`k AND UNDER
:t �111
DEPRESSED GUTTER LINE
EXPANSION JOINT I GO -"�
ELEVATION
NORMAL CURB AND GUTTER ON LIGHT GRADES
NORMAL GUTTER LINE
EXPANSION JOINT
TOP
USE ON GRADES VIER 2% EL V.
loll GUTTER LINE
EXPANSION JOINT MAX.
ELEVATION
NORMAL CURB AND GUTTER ON STEEP GRADES
MINIMUM DIMENSIONS AND QUANTITIES FOR CONCRETE CATCH BASIN BASED ON MIN. HEIGHT H WITH NO RISER
DIMENSIONS OF BOX AND PIPE
COVER
DIMENSION
2.052
CU.YDS. CONC. IN BOX
DEDUCTIONS
ONE PIPE
PIPE
SPAN
WIDTH
WIDTH
SPAN
MIN. HEIGHT
BARS -U
NO. LENGTH
BAR -V
NO. LENGTH
BAR -W
N0. LENGTH
TOTAL
LBS.
TOP
SLAB
BOTTOM
SLAB
T. GONG.
OR YINtYUM
H IOHT H
D
A
B
C
G
H
E
F
u.-F-1-R.
C.
12"
3' -0"
2' -2"
2' -9"
-
--
-
0.235
0.772
0.015
0.026
15"
3' -0"
2' -2"
3' -0"
0.235
0.829
0.023
0.036
18"
3' -0"
2' -2"
3' -3"
0.235
0.887
0.033
0.049
24"
3' -0"
2' -2"
3' -9"
0.235
1.001
0.059
0.085
30"
3' -0"
2' -2"
W -4"
4' -3"
1' -2"
4' -0"
4
1' -5"
2
3' -9"
3
3' -9"
39
0.123
0.321
1.433
0.092
0.127
36"
3' -0"
2' -2"
3' -10"
4' -9"
V -8"
4' -0"
4
V -11"
3
3' -9"
3
W -9"
43
0.161
0.358
1.714
0.132
0.178
42"
W -0"
2' -2"
4' -5"
5 -3
1'•5"
3' -2"
4
1` -B"
2
2' -11"
3
2' -11"
32
0.112
0.318
1.738
0.180
0.243
48"
3' -Orr
2, -2„
51 -01,
5, -9"
2r_Or,
3,_211
4
21_3"
3
2'_11„
3
2' -111,
54"
3' O"
2' -2"
5'-7"
6'-3"
2` -7"
3' -2"
4
2' -1011
S
2'_11"
3
2' -111,
35
0.145
0.352
2.052
0.235
0.317
41
0.180
0.386
2.387
0.297
0.401
* RISER HAS .228 CUBIC YARDS OF CONCRETE PER FOOT HEIGHT
O Z
u_ M
o CC
F-4 to H
cc _a.
0 E'-
to
Qv�
aw=
h i- F-
W Z
N
iCA4 ` T
J O
z v
Z
W
Z
O CA
h Q
Q
1Zi cr
00c /5 =p
Q 0 = O H CD
�F= -hOW LL
o °c~n'tl=
z > _
CL H
a°
, W
0
o Z
w M
C3 �
m H a.
2 ■_' LL
0 � �
0 V =
z =
Q W
F- !�
�W-
=i�cN
T
H -Z
O
z
Z
W
HEET 2 OF 2
840.02
REVISIONS BY
DRAWN
JBW
CHECKED
KJC
DATE
1/7/15
SCALE
AS NOTED
JOB No.
NCC138020
SHEET
D-4

E*
0
Om
=0) 0
m
z m >
C> C.) ­
-n > m 4 >
.Z
c= - i) 5 -
.-n
C9b60"
=mz
>
cn 6
m
z
0
cl)
m cn
--i
z
W a
>
>
z
C
--I z
m
0
m
a
M
<
DHOW
r- -n
m 0 --1 cn
>
0 0 --1
nz> >m
00
Z=C,6
j.,4 0 r- _n
Z�mmz c)"
=
cn
0
Z
m
z
,C,
z cl)
m m
m cl)
m M 2c > z
w
z 0
0 >
n X >
M -n
CD
m z
C/3
O
1205.
ISOMETRIC VIEW
PAY LIMITS FOR CURB RAMP
NOTES.
1. DETECTABLE WARNING DOMES WILL COVER 2'-0" LENGTH AND FULL WIDTH OF THE
RAMP FLOOR AS VHOWN ON THE DETAILS,
2. DETECTABLE WARNING DOME$ WILL CONTRAST VISIBILITY WITH ADJOINING SURFACE, EITHER LIGHT-ON-DARK,
OR DARK-ON-LIGHT SEQUENCE COVERING THE ENTIRE RAMP.
RAMP WIDTH AREA IS VARIABLE
'9"
4-
DETECTABLE WARNING DOMES
W
A
I'All"
X
-8----
PANSION JOINT
10.0,
5,81
5.81
cc
EE STO, 846,01)
10,01
6's,
3.81
ul
7'
10,0'
7. S'
101,
101
B'
0.0,
8.61
_742L.E.L=
7.3'
S. 6'..
@
@
@
@
@
S'
2,5'
8.3'
8.1'
4.S'
5,
3.0'1
8,6,
813'
4.4'
S'
3.5'
9.3'
6.4
4.1'
5'
4.0'
THAN 509: TO NO MORE
9"
3.8
S'
@
@
a
3.4'
THAN 65* OF THE BASE
5.01
1 i0.8'
8.9'
3.1'
I
EXPANSION JOINT
cc:
DIAMETER
to
z 0
X:
@
@
@ I
@
@ I
y
'9"
4-
DETECTABLE WARNING DOMES
W
A
I'All"
X
-8----
PANSION JOINT
10.0,
5,81
5.81
cc
EE STO, 846,01)
10,01
6's,
3.81
ul
7'
10,0'
7. S'
101,
101
B'
0.0,
8.61
_742L.E.L=
7.3'
S. 6'..
51
2.61
7,81
7.8' .
5.01
S'
2,5'
8.3'
8.1'
4.S'
5,
3.0'1
8,6,
813'
4.4'
S'
3.5'
9.3'
6.4
4.1'
5'
4.0'
9,8'
8.5'
3.8
S'
4,5'
10,3'
B.7'
3.4'
51
5.01
1 i0.8'
8.9'
3.1'
4
S - X-(A+9')
8 = DISTANCE FROM FRONT EDGE OF SIDEWALK
TO BACK POINT OF 12:1 (8.33%) SLOPE.
• BACK OF SIDEWALK DROP REQUIRED FOR ALL
SIDEWALK SLOPES,
BACK OF SIDEWALK DROP REQUIRED FOR
SIDEWALK SLOPES 0.04,
EDGE LINE OFFSET DETAIL
�2 "' MAX., REFER ALSO TO TABLE 1
E.O.T.
CENTER LINE OFFSET DETAIL
q__
SIDEWALK 4' 5' MIN.
ELEVATION v I RA ION
TNAllF DRO
N
CURB M
VARIABLE SLOPES NOT
To EXCEED 10;1
SECTION A-A
0
u_ _j CL
oc>cn=
<:z UL =
1--Ul Owoo
zw
O
cca.
_j
0 V) x
Z
I.: >
CL
TABLE 1
ISIDEWALK
(t
MAX, EDGE LINE OFFSET
FROM E.O.T.
MINIMUM LANE
WIDTH (W)
PANSION JOINT
2"
0
19,
cc
EE STO, 846,01)
NOTE: A PORTION OF ONE OR BOTH RAMPS
LL
9.51
ul
81,
MAY EXTEND OUTSIDE THE RETURN.
22'
101,
101
23'
loll
z
24'
1,
111
26'
21
111
28'
2'
12'
Sol
31
0
32'
EXPANSION OPT
12r__
w
uj
SEE NOTE
> Lu
OFFSET DETAIL
co z
WITHIN THE PEDESTRIAN CROSSWALK LINES.
TURN LANE BAYS 250 FT. OR GREATER CENTER BETWEEN FIRST AND LAST ARROWS
a
250' WHITE 3'-9'/SP MINI-SKIP LINE
WHITE LANE LINE
z
W »
Ui
W w
• >
SEE EDGE LINE L SEE LANE LINE
OFFSET DETAIL OFFSET DETAIL
B q)
jo
m
z
TURN LANE SAY
L=
0
"
I
EXPANSION JOINT
cc:
LEFT TURN LANE DEVELOPED FROM TWO-WAY TURN LANEI
to
z 0
X:
SEE STD, 846,01
<
'm ,
ce
?., m
< he C13
cc
y
m
0 LLJ
=)
. . . . . . . . . .
IDEWALK
z
C.)
>
Z
TURN LANE SAY 160'
d
M a m
-air-
F- Lu p
F-
>
*
SAME PAVEMENT MARKING LINES, NUMBER OF ARROWS,
AND ARROW SPACING APPLY AS FOR THE VARIOUS
CIO
ui
Z "
DOUBLE TURN LANES TURN LANE BAY LENGTHS SHOWN ABOVE
>
z
M
Q)
-n
WHITE LANE LINE, It LENGHT OF BAY WHITE LANE LINE, LENGHT OF BAY--\ WHITE SKIP LANE LINE WHITE 3'-9'/$P MINI SKIP LINE
UP TO 125' MAX. UP TO 250' MAX.
Lu
ALLOWABLE CROSS SLOPE ON SIDEWALKS AND CURB RAMPS WILL BE 2% MAXIMUM.
....... ....
....
(D
m
LLI
0)
4' X 4' CLEAR SPACE
-WAY
TRAFFIC
i
uj
0
MU T FALL WITHIN
10.
CONSTRUCT THE SIDE FLARE SLOPE A MAXIMUM OF 10% MEASURED ALONG THE CURB LINE.
GENERAL NOTES:
(L
CROSSWALK LIMITS.
LEGEND
> m
I- USE THE GUIDANCE SHOWN ABOVE IN CONJUNCTION WITH THE INTERSECTION GUIDANCE SHOWN ON ROADWAY STANDARD DRAWING 1205.04.
2- THE NUMBER OF ARROWS SHOWN IS THE MINIMUM REQUIRED. USE ADDITIONAL ARROWS AS DIRECTED BY THE ENGINEER.
C)
(SEE NOTE 10)
SHEET 1 OF 1
SHEET 1 OF 1
1205,05
1205.05
>
2. INSTALL LANE CLOSURES WITH THE TRAFFIC FLOW, BEGINNING WITH DEVICES ON THE
UPSTREAM SIDE OFTRAFFIC.
2- IF ROADWAY WIDTH IS LESS THAN 22 FEET (EOP TO EOP CONES MAY NOT BE REQUIRED
ALONG WORK AREA AND AT THE DISCRETION OF THE ENMEER, CONES MAY BE OMITTED ALONG
CC >_
<
1-4
BETWEEN RAMPS
z
LLJ
0
C
co
12.
CONSTRUCT LANDINGS FOR SIDEWALK A MINIMUM OF 4'x4' WITH A MAXIMUM SLOPE OF 2% IN ANY DIRECTION. CONSTRUCT LANDINGS FOR
M C
ca
=
TABLE 1
EDGE LINE OFFSETS FOR 2-LANE, 2-WAY ROADWAYS
WITH UN-PAVED SHOULDERS
WIDTH (W) OF
TRAVEL PAVEMENT
MAX, EDGE LINE OFFSET
FROM E.O.T.
MINIMUM LANE
WIDTH (W)
16, - 18,
2"
8r--9 r--
19,
4"
91
20'
ell
9.51
21'
81,
101
22'
101,
101
23'
loll
10.51
24'
1,
111
26'
21
111
28'
2'
12'
Sol
31
_12'
32'
4
12r__
w9mm
W�w
LANE LINE OFFSET DETAIL
wvtK, mviva a L#Lipjw.Lmk, rmimv OT: JWUUUN(U f.U/.]D 9 1:0/ rM
LEGEND
WI DTH- OF-TRAVEL--+ANE-
E.0,T.- EDGE OF TRAVEL
41 DIRECTION OF
* TRAFFIC FLOW
2" TOWARDS LEFT SIDE
OF TRAVELWAY
PLAN VIEW
DUAL RAMPS
ANY RADII SHEET 1 OF 3
MIN. N. FLOOR WIDTH) 848.05
SEE EDGE LINE
OFFSET DETAIL TWO-WAY UNDIVIDED ROADWAY
SEE EDGE LINE
OFFSET DETAIL
SEE CENTER LINE
OFFSET DETAIL
SEE EDGE LINE TWO-WAY UNDIVIDED ROADWAY
OFFSET DETAIL WITH TWO-WAY LEFT TURN LANE
z
0
LL _ICLNZ
UJ
0 U)w
Z I-q
w
0
1205.01
I
M
co
cn,., 0
LL CD
m --A -Ja-"z
0 CD =
=0c)T>9m LA 0 wm�
n
m m
=cnoo
60L_
0 CO CC
1.4
> Z >
2-
uj
SIDEWALK SIDEWALK
SEE NOTE 12
SEE NOTE 4 SEC NOTE 10 I 4'-0" (TYP)
STOP LINE
Z
SIDEWALK SIDEWALK in
m SEE
z NOTE 12 _j - SIDEWALK SIDEWALK
a:
r- SEE H 4'-0' (TYP) uj
0
(n NOTE 3 F-
i z F_
STOP LINE EE NOTE 10 SEE NOTE 4
cj) CDM fq .. . . ....... . ..... .......
0 1
> SIDEWALK CL
C.)
Z
>
ca m <
a 0
> DETAIL SHOWING TYPICAL LOCATION OF CURB RAMPS z <
z 0 PEDESTRIAN CROSSWALKS AND STOP LINES FOR TEE INTERSECTIONS
V m - F_
> U) o W DETAIL SHOWING TYPICAL LOCATION OF CURB cl)
RAMPS, PEDESTRIAN CROSSWALKS AND STOP LINES 0
z cy) CL
m a:
_n 0-
z
LLJ
PLAN ROADWAY
C R
PROPOSED CURB RAMP Wl LANDING ALLOWABLE LOCATIONS
(� ------------------
FOR PROPOSED PROPOSED OR FUTURE SIDEWALK DUAL RAMP RADII" .......... - ANY
CURS RAMP
PHEET 2 OF 3 ISHEET 2 OF 3
il48.05
a
W
TURN LANE SAYS < 125 FT.
1
z
00
WHITE 3' -8' /SP MINI-SKIP LINE
--WHITE 3'-O'/SP MINI-SKIP LINE
WHITE LANE
CO
0
END OF TAPER . . . . . .
W
LL.
C,
> " =
r- -n cn
TAPER
CONSTRUCT THE RAMP SURFACE TO BE STABLE, FIRM, AND SLIP RESISTANT. CONSTRUCT THE CURB RAMP TYPE AS SHOWN IN THE PAVEMENT MARKING
W y
MO
Z
-4
O C>
z LLI
Z U)
TURN LANE ARROW CENTERED IN
BAY TURN LANE BAY
z
00u)=
= z
LL
< R:
< k.0 LL
O -n
60�,
cc
SEE CENTER LINE
SEE EDGE LINE OFFSET DETAIL
O=wz
OFFSET DETAIL
r - , zm
cc
>
cc
a co
z z
TAPER
Go,
W
m
3.
w
uj
SEE EDGE LINE MULTI-LANE ROADWAY
> Lu
OFFSET DETAIL
co z
WITHIN THE PEDESTRIAN CROSSWALK LINES.
TURN LANE BAYS 250 FT. OR GREATER CENTER BETWEEN FIRST AND LAST ARROWS
CS
250' WHITE 3'-9'/SP MINI-SKIP LINE
WHITE LANE LINE
z
W »
Ui
W w
• >
SEE EDGE LINE L SEE LANE LINE
OFFSET DETAIL OFFSET DETAIL
B q)
jo
1205.01
I
M
co
cn,., 0
LL CD
m --A -Ja-"z
0 CD =
=0c)T>9m LA 0 wm�
n
m m
=cnoo
60L_
0 CO CC
1.4
> Z >
2-
uj
SIDEWALK SIDEWALK
SEE NOTE 12
SEE NOTE 4 SEC NOTE 10 I 4'-0" (TYP)
STOP LINE
Z
SIDEWALK SIDEWALK in
m SEE
z NOTE 12 _j - SIDEWALK SIDEWALK
a:
r- SEE H 4'-0' (TYP) uj
0
(n NOTE 3 F-
i z F_
STOP LINE EE NOTE 10 SEE NOTE 4
cj) CDM fq .. . . ....... . ..... .......
0 1
> SIDEWALK CL
C.)
Z
>
ca m <
a 0
> DETAIL SHOWING TYPICAL LOCATION OF CURB RAMPS z <
z 0 PEDESTRIAN CROSSWALKS AND STOP LINES FOR TEE INTERSECTIONS
V m - F_
> U) o W DETAIL SHOWING TYPICAL LOCATION OF CURB cl)
RAMPS, PEDESTRIAN CROSSWALKS AND STOP LINES 0
z cy) CL
m a:
_n 0-
z
LLJ
PLAN ROADWAY
C R
PROPOSED CURB RAMP Wl LANDING ALLOWABLE LOCATIONS
(� ------------------
FOR PROPOSED PROPOSED OR FUTURE SIDEWALK DUAL RAMP RADII" .......... - ANY
CURS RAMP
PHEET 2 OF 3 ISHEET 2 OF 3
il48.05
a
DIRECT TAPER TURN LANE
TURN LANE SAYS < 125 FT.
1
z
00
WHITE 3' -8' /SP MINI-SKIP LINE
--WHITE 3'-O'/SP MINI-SKIP LINE
WHITE LANE
CO
Z
00 cy) 0
END OF TAPER . . . . . .
LINE
<
C,
> " =
r- -n cn
TAPER
CONSTRUCT THE RAMP SURFACE TO BE STABLE, FIRM, AND SLIP RESISTANT. CONSTRUCT THE CURB RAMP TYPE AS SHOWN IN THE PAVEMENT MARKING
-A 0 0
LL _j CL "
MO
Z
-4
O C>
" z
C/) 0
TURN LANE ARROW CENTERED IN
BAY TURN LANE BAY
z
00u)=
= z
>
-n m
z
< R:
W < < OLL
CD
O -n
60�,
TURN LANE BAYS 125 250 FT. WHITE LANE LINE WHITE 3'-9'/SP MINI-SKIP LINE
1
2!W
(n (- LL 0
O=wz
;z
1.400 .
1-4Z
-J a.
wF-4 <
>
cc
cn `•
TAPER
Go,
CL
m
3.
w
h
TURN LANE BAY
CURB RAMP WITH
DETECTABLE
MOP
LLJ
WITHIN THE PEDESTRIAN CROSSWALK LINES.
TURN LANE BAYS 250 FT. OR GREATER CENTER BETWEEN FIRST AND LAST ARROWS
zmcnoc>
250' WHITE 3'-9'/SP MINI-SKIP LINE
WHITE LANE LINE
4.
SET BACK DISTANCE FROM INSIDE CROSSWALK MARKING TO NEAREST EDGE OF TRAVEL LANE IS 41 MINIMUM.
U- _j
0 U)=
• >
TAPER
B q)
jo
m
z
TURN LANE SAY
L=
0
"
I
LL.
Co
LEFT TURN LANE DEVELOPED FROM TWO-WAY TURN LANEI
to
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X:
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CENTER
WHITE LANE LINE CENTER BETWEEN FIRST WHITE 3'-g'/SP MINI-SKIP LINE
LENGTH OF BA LAST ARROWS
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cc
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TWO-WAY LEFT TURN LANE
0 LLJ
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TURN LANE SAY 160'
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SAME PAVEMENT MARKING LINES, NUMBER OF ARROWS,
AND ARROW SPACING APPLY AS FOR THE VARIOUS
CIO
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DOUBLE TURN LANES TURN LANE BAY LENGTHS SHOWN ABOVE
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WHITE LANE LINE, It LENGHT OF BAY WHITE LANE LINE, LENGHT OF BAY--\ WHITE SKIP LANE LINE WHITE 3'-9'/$P MINI SKIP LINE
UP TO 125' MAX. UP TO 250' MAX.
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ALLOWABLE CROSS SLOPE ON SIDEWALKS AND CURB RAMPS WILL BE 2% MAXIMUM.
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....
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WHITE 2'-6'/SP MINI -SKIP
LINE
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-WAY
TRAFFIC
• CENTER BETWEEN FIRST
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TURN LANE BAY AND LAST ARROWS
10.
CONSTRUCT THE SIDE FLARE SLOPE A MAXIMUM OF 10% MEASURED ALONG THE CURB LINE.
GENERAL NOTES:
SC'-100' SPACE
SPACE �00
LEGEND
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I- USE THE GUIDANCE SHOWN ABOVE IN CONJUNCTION WITH THE INTERSECTION GUIDANCE SHOWN ON ROADWAY STANDARD DRAWING 1205.04.
2- THE NUMBER OF ARROWS SHOWN IS THE MINIMUM REQUIRED. USE ADDITIONAL ARROWS AS DIRECTED BY THE ENGINEER.
PAVEMENT MARKING
SYMBOL
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SHEET 1 OF 1
SHEET 1 OF 1
1205,05
1205.05
U
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cn 1..4
0
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HI-VISIBILITY CROSSWALK
STANDARD CROSSWALK
STOPBAR
SIDEWALK 4' MIN.
B' MIN.
DETECTABLE WARNING :
TO PEDESTRIAN
_RC
DOMES 01 CROSSWALK CROSSWALK
DETECTABLE
RAMP
SIDEWALK
L_-_J I
4' X 4' --- 24" WRITE
m CLEAR SPACE CROSSWALK LINE
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G Z I- THE MINIMUM WIDTH OF STANDARD CROSSWALKS 18 6 FEET. THE MINIMUM WIDTH OF HI-VISIBILITY CROSSWALKS IS 10 FEET.
ch 2- SET BACK DISTANCE FROM INSIDE CROSSWALK MARKING TO NEAREST EDGE OF TRAVEL IS 4' MIN.
0
za 3- BEYOND THE CURB FACE, A CLEAR SPACE OF 4' X 4' FEET MINIMUM SHALL BE PROVIDED WITHIN THE WIDTH OF THE CROSSWALK.
4- PLACE STOP BARS A MINIMUM OF 4 FEET FROM NEAREST CROSSWALK LINE. STOP BARS AT SIGNALIZED INTERSECTIONS SHOULD
BE COORDINATED WITH THE SIGNAL DESIGN SECTION OR AS DIRECTED BY THE ENGINEER.
5- CURB RAMPS SHALL BE CONSTRUCTED IN ACCORDANCE TO THE LATEST NCDOT ROADWAY STANDARD DRAWINGS.
SHEET 1 OF 1
1205.0'
z
Z
s-400 .
LL _j a_ 14 Z
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=
8" WHITE
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CROSSWALK LINES F
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TO CROSSWALK LINE u0 j 0
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NOTES:
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1.
CONSTRUCT THE RAMP SURFACE TO BE STABLE, FIRM, AND SLIP RESISTANT. CONSTRUCT THE CURB RAMP TYPE AS SHOWN IN THE PAVEMENT MARKING
-A 0 0
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PLANS OR AS DIRECTED BY THE ENGINEER.
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CLEAR SPACE
2.
LOCATE CURB RAMPS AND PLACE PEDESTRIAN CROSSWALK MARKINGS AS SHOWN IN THE PAVEMENT MARKING PLANS. WHEN FIELD ADJUSTMENTS REQUIRE
LL
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1.400 .
1-4Z
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MOVING CURB RAMPS OR MARKINGS AS SHOWN, CONTACT THE SIGNING AND DELINEATION UNIT OR LOCATE AS DIRECTED BY THE ENGINEER.
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3.
COORDINATE THE CURB RAMP AND THE PEDESTRIAN CROSSWALK MARKINGS 80 A 4'X4' CLEAR SPACE AT THE BASE OF THE CURB RAMP WILL FALL
h
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CURB RAMP WITH
DETECTABLE
MOP
LLJ
WITHIN THE PEDESTRIAN CROSSWALK LINES.
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4.
SET BACK DISTANCE FROM INSIDE CROSSWALK MARKING TO NEAREST EDGE OF TRAVEL LANE IS 41 MINIMUM.
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5.
REFER TO THE PAVEMENT MARKING PLANS FOR STOP BAR LOCATIONS AT SIGNALIZED
IZED INTERSECTIONS, IF A PAVEMENT MARKING PLAN I NOT
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SPACE 100'
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PROVIDED, CONTACT THE SIGNAL DESIGN SECTION FOR THE STOP BAR LOCATIONS OR LOCATE AS DIRECTED BY THE ENGINEER.
CL
2
W20-4 48, X 4JS4>rX 40'
AS' X 40'
6.
TERMINATE PARKING A MINIMUM OF 20' BACK'OF A PEDESTRIAN CROSSWALK.
by
CI
LANE ROADWAYS
WITH 2-WAY TURN LANE
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CONSTRUCT CURB RAMPS A MINIMUM OF 4' WIDE.
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8.
CONSTRUCT THE RUNNING SLOPE OF THE RAMP 8.33% MAXIMUM,
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WORK AREA ♦ r
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ALLOWABLE CROSS SLOPE ON SIDEWALKS AND CURB RAMPS WILL BE 2% MAXIMUM.
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-WAY
TRAFFIC
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10.
CONSTRUCT THE SIDE FLARE SLOPE A MAXIMUM OF 10% MEASURED ALONG THE CURB LINE.
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SPACE �00
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GENERAL NOTES FOR FLAGGER OPERATIONS
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1- REFER TO $TO, 1101.11 SHEET 4 FOR SIGN SPACING
11.
CONSTRUCT THE COUNTER SLOPE OF THE GUTTER OR STREET AT THE BASE OF THE CURB RAMP A MAXIMUM OF 5% AND MAINTAIN A
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2. INSTALL LANE CLOSURES WITH THE TRAFFIC FLOW, BEGINNING WITH DEVICES ON THE
UPSTREAM SIDE OFTRAFFIC.
2- IF ROADWAY WIDTH IS LESS THAN 22 FEET (EOP TO EOP CONES MAY NOT BE REQUIRED
ALONG WORK AREA AND AT THE DISCRETION OF THE ENMEER, CONES MAY BE OMITTED ALONG
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SMOOTH TRANSITION.
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12.
CONSTRUCT LANDINGS FOR SIDEWALK A MINIMUM OF 4'x4' WITH A MAXIMUM SLOPE OF 2% IN ANY DIRECTION. CONSTRUCT LANDINGS FOR
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MEDIAN ISLANDS A MINIMUM OF 5'X5' WITH A MAXIMUM SLOPE OF 2% IN ANY DIRECTION.
THE PILOT VEHICLE,
CL
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13.
TO USE A MEDIAN ISLAND AS A PEDESTRIAN REFUGE AREA, MEDIAN ISLANDS WILL BE A MINIMUM OF 6' WIDE, CONSTRUCT MEDIAN ISLANDS
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TO PROVIDE PASSAGE OVER OR THROUGHT THE ISLAND.
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7- DRUMS OR SKINNY-DRUMS MAY BE USED IN LIEU OF CONES. REFER TO ROADWAY STANDARD
DRAWING11 80.01 FOR SKINNY-DRUMREQUIREMENTS.
8- USE FLACGERS TO CONTROL TRAFFIC AT INTERSECTIONS AFFECTED BY THE LANE CLOSURE.
SUPPLEMENT FLAGGERS LOCATED AT INTERSECTIONS WITH FLAGGER AHEAD SIGNS -7a)
PLACED APPROXIMATELY 250 FT. IN ADVANCE OF THE FLAGGER. FOR STONALIMMO
LEGEND
FLAGGER
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CONE
14.
SMALL CHANNELIZATION ISLANDS THAT CAN NOT PROVIDE A 5X5' LANDING AT THE TOP OF A RAMPS, WILL BE CUT THROUGH LEVEL WITH
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SHEET I OF 15
1101.02
SHEETI OF1 5
1101.02
THE SURFACE STREET.
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15.
CURB RAMPS WITH RETURNED CURBS MAY BE USED ONLY WHERE PEDESTRIANS WOULD NOT NORMALLY WALK ACROSS THE RAMP. THE ADJACENT SURFACE
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16.
PLACE A It" EXPANSION JOINT WHERE THE CONCRETE CURB RAMP JOINS THE CURB AS SHOWN IN ROADWAY STANDARD DRAWING 848.01
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PLACE ALL PEDESTRIAN PUSH BUTTON ACTUATORS AND CROSSING SIGNALS AS SHOWN IN THE PLANS OR AS SHOWN IN THE MUTCD.
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18.
CURB RAMPS THROUGH MEDIAN ISLANDS, SINGLE RAMPS AT DUAL CROSSWALKS OR LIMITED R/W SITUATIONS, WILL BE HANDLED BY SPECIAL DETAILS.
CONTACT THE CONTRACT STANDARDS AND DEVELOPMENT UNIT FOR THE DETAILS OR FOR A SPECIAL DESIGN.
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HI-VISIBILITY CROSSWALK
STANDARD CROSSWALK
STOPBAR
SIDEWALK 4' MIN.
B' MIN.
DETECTABLE WARNING :
TO PEDESTRIAN
_RC
DOMES 01 CROSSWALK CROSSWALK
DETECTABLE
RAMP
SIDEWALK
L_-_J I
4' X 4' --- 24" WRITE
m CLEAR SPACE CROSSWALK LINE
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0
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4- PLACE STOP BARS A MINIMUM OF 4 FEET FROM NEAREST CROSSWALK LINE. STOP BARS AT SIGNALIZED INTERSECTIONS SHOULD
BE COORDINATED WITH THE SIGNAL DESIGN SECTION OR AS DIRECTED BY THE ENGINEER.
5- CURB RAMPS SHALL BE CONSTRUCTED IN ACCORDANCE TO THE LATEST NCDOT ROADWAY STANDARD DRAWINGS.
SHEET 1 OF 1
1205.0'
z
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s-400 .
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DIRECTION OF
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WARNING DOMES
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100, To 200, •
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MAX, SPACE
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SPACE 100'
W20-4 48, X 4JS4>rX 40'
AS' X 40'
by
INSET FOR 2
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WITH 2-WAY TURN LANE
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ALL OTHER DEVICES ARE THE SAME AS ABOVE
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TRAFFIC
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TAPER BUFFER
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GENERAL NOTES FOR FLAGGER OPERATIONS
GENERAL NOTES FOR PILOT CAR OPERATIONS
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1- REFER TO $TO, 1101.11 SHEET 4 FOR SIGN SPACING
1- USE PILOT CARS WHEN DIRECTED BY THE ENGINEER.
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2. INSTALL LANE CLOSURES WITH THE TRAFFIC FLOW, BEGINNING WITH DEVICES ON THE
UPSTREAM SIDE OFTRAFFIC.
2- IF ROADWAY WIDTH IS LESS THAN 22 FEET (EOP TO EOP CONES MAY NOT BE REQUIRED
ALONG WORK AREA AND AT THE DISCRETION OF THE ENMEER, CONES MAY BE OMITTED ALONG
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1-4
3- REMOVE LANE CLOSURES AGAINST THE TRAFFIC FLOW, BEGINNING WITH DEVICES ON THE
THE WORK AREA 10 USING A PILOT CAR,
>
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DOWNSTREAM SIDE OF TRAFFIC,
3- CONES ARE ALWAYS REQUIRED IN THE UPSTREAM AND DOWNSTREAM TAPERS,
oi
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4. PLACE CONES THRU THE WORK AREA AT THE MAXIMUM SPACING EQUAL IN FEET TO 2 TIMES
4- MOUNT SIGN G20-4 "PILOT CAR FOLLOW ME" AT A CONSPICUOU5 POSITION ON THE PEAR OF
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THE POSTED SPEED LIMIT,
THE PILOT VEHICLE,
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6- EXTEND LANE CLOSURES AT THE BUFFER SPACE SUCH THAT STOPPING SIGHT DISTANCE IS
PROVIDED TO THE FLAGGER (REFER TO STD. 1 101,11 SHEET 2),
5- DO NOT STAIL MORE THAN ONE (1� MILE OF LANE CLOSURE, MEASURED FROM THE BEGINNI NG
OF HE MERGE TAPER TO THE END 0 THE LANE CLOSURE.
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co
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6- DO NOT STOP TRAFFIC IN ANY ONE DIRECTION FOR MORE THAN 5 MINUTES AT A TIME,
6- ADVISE RESIDENTS AND BUSINESSES WITHIN THE LANE CLOSURE LIMITS ABOUT METHODS OF
SAFE EGRESS AND INGRESS FROM DRIVEWAYS DURING FLAGGING AND PILOT CAR OPERATIONS,
7- DRUMS OR SKINNY-DRUMS MAY BE USED IN LIEU OF CONES. REFER TO ROADWAY STANDARD
DRAWING11 80.01 FOR SKINNY-DRUMREQUIREMENTS.
8- USE FLACGERS TO CONTROL TRAFFIC AT INTERSECTIONS AFFECTED BY THE LANE CLOSURE.
SUPPLEMENT FLAGGERS LOCATED AT INTERSECTIONS WITH FLAGGER AHEAD SIGNS -7a)
PLACED APPROXIMATELY 250 FT. IN ADVANCE OF THE FLAGGER. FOR STONALIMMO
LEGEND
FLAGGER
INTERSECTIONS PLACE SIGNALS IN THE FLASH MODE AND RECOMMEND THE USE OF LAW
ENFORCEMENT.
CONE
9- REFER TO 2009 MUTCO, CHAPTER 6, FOR FLAGGER CONTROL, REQUIREMENTS, AND PROCEDURES.
10- DO NOT EXCEED A I MILE LANE CLOSURE LENGTH UNLESS OTHERWISE SHOWN IN THE TMP OR
AS DIRECTED BY THE ENGINEER.
PORTABLE SIGN
-OW DIRECTION OF
SHEET I OF 15
1101.02
SHEETI OF1 5
1101.02
CREVISIONS By
DRAWN
JBW
CHECKED
KJC
DATE
1/7/15
SCALE
AS NOTED
JOB No.
NCC138020
SHEET
D 5