20150615 Ver 1_Construction Plans_20160624

]1����I�]E��J�
ALTA/ACSM LAND TITLE SURVEY:
"ALTA / ACSM LAND TITLE SURVEY"
PREPARED BY ALLIED ASSOCIATES, P.A.
DATED: 03/17/15
LAST REVISED: 03/23/15
GEOTECHNICAL INVESTIGATION REPORT:
"GEOTECHNICAL EXPLORATION REPORT FOR PROPOSED RETAIL DEVELOPMENT MGP PROJECT #P000339,
HAMLET AVENUE (US 74B), ROCKINGHAM, NORTH CAROLINA"
PREPARED BY S&ME INC.
S&ME, INC. PROJECT NO. 1305-15-022
DATED: 04/02/15
ENVIRONMENTAL SITE ASSESSMENT
"PHASE 1 ENVIRONMENTAL SITE ASSESSMENT OF PROPOSED ROCKINGHAM RETAIL,
705 US HIGHWAY 74 BUSINESS, ROCKINGHAM, NORTH CAROLINA"
PREPARED BY S&ME INC.
S&ME, INC. PROJECT NO. 4335-15-061
DATED: 03/30/15
SEASONAL HIGH WATER TABLE
"REPORT FOR SOIL EVALUATION / SEASONAL HIGH WATER TABLE (SHWT) ESTIMATION FOR STORMWATER BEST
MANAGEMENT PRACTICES (BMP'S)"
PROPOSED RETAIL DEVELOPMENT
HAMLET AVENUE (US 74B), ROCKINGHAM, NORTH CAROLINA
PREPARED BY S&ME INC.
S&ME, INC. PROJECT NO. 4335-15-061
DATED: 03/27/15
TRAFFIC REPORT
"TRAFFIC IMPACT STUDY FOR THE ROCKINGHAM GROCERY STORE DEVELOPMENT -
ROCKINGHAM, NORTH CAROLINA"
PREPARED BY RAMEY KEMP & ASSOCIATES
REPORT DATED: 06/05/15
UTI]L,I'JC'Y SEIXDINVICE CONTACTS
SERVICE
UTILITY / GOVERNING AGENCY
ELECTRIC
DUKE ENERGY
4
805 NORTH PINEHURST STREET
ALTA SURVEY
ABERDEEN, NC 28315
z
T: [phone]
NATURAL GAS
PIEDMONT NATURAL GAS
❑
325 OLD CHARLOTTE HIGHWAY
y� PL
ROCKINGHAM, NC 28379
❑
T:[phone]
WATER / SEWER
CITY OF ROCKINGHAM PUBLIC WORKS DEPARTMENT
y
RICHARD HAUGEN
},
rn
rn
514 ROCKINGHAM ROAD
LANDSCAPE PLAN
ROCKINGHAM, NC 28379
OT
el
T:[phone]
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
H:\2015\NCR151000\DRAWINGS\PUN SEES\NCR151000SD1.DWG PRINTED BY: PASCHE 6.24.16 ® 3:30 PM UST SAVED BY: PASCHE
C(G) M\A
I I ul a - L \kw ik
OPERATIONS
" u*T)c1_
19)0- E�XOIIS6, xxE #1085-
uff)(01)] oww'. () YS 0
10,
705 U.S. 74 BUSINESS
CITY OF ROCKINGHAM
PARCEL PIN 747202955663 / 747202953492 /
747202957304, DB 1347 PIG 319 & D61481 PG 331
RICHMOND COUNTY, NORTH CAROLINA
W
11111 �i'll IBM]
al
LIDL US OPERATIONS, LLC
STORE #1085
1500 SUNDAY DRIVE, SUITE 101
RALEIGH, NC 27607
CONTACT: JOSEPH GALLO
TELEPHONE [phone]
sf�YDl�ii�YY[i�ry1��\E
�9
DELORME STREET ATLAS 2004 PLUS USA
SCALE: 1" = 2,000,
B011LER
E N G I N E E R I N G
NC, PLLC NCBELS P-1132
4011 WESTCHASE BLVD., SUITE 290
RALEIGH, NC 27607
Phone: [phone]
Fax: [phone]
[e-mail]
CONTACT: MIKE ROSELLI - [e-mail]
COVER SHEET
Z
GENERAL NOTES
C-0.1
4
Firsthea Moore
RegionaI Hospital
ALTA SURVEY
LIDL PLAYBOOK REV.
z
U
R 16q
C-3.0
❑
❑
y� PL
a
❑
C-5.0
o
C-5.1
y
❑
�
},
rn
rn
C-6.1
LANDSCAPE PLAN
C-7.0
OT
el
C-8.0
CONSTRUCTION DETAILS 1
D-1.0
Y
D-1.1
CONSTRUCTION DETAILS 3
D-1.2
EROSION & SEDIMENT CONTROL DETAILS 1
D-2.0
EROSION & SEDIMENT CONTROL DETAILS 2
D-2.1
EROSION & SEDIMENT CONTROL DETAILS 3
D-2.2
LANDSCAPE DETAILS
D-3.0
6
#
u
&i
D
�Rg4p
30ES CT
OT
sT
�,
R'D zo Zj
03 ¢
BR. OCKSTONE
DR'-_;-., NASH
OR
MARr�'TrsT
SITE
P�E� F�
k°SEnaouNrq
yy�xarPus
Hlohland Plne,,ELLEMON
- A1rt
a
FS`
`T
COR7-2 AVE
'off
EZ-
40
vLa
_ pfi
S4" s
Rb
sf�YDl�ii�YY[i�ry1��\E
�9
DELORME STREET ATLAS 2004 PLUS USA
SCALE: 1" = 2,000,
B011LER
E N G I N E E R I N G
NC, PLLC NCBELS P-1132
4011 WESTCHASE BLVD., SUITE 290
RALEIGH, NC 27607
Phone: [phone]
Fax: [phone]
[e-mail]
CONTACT: MIKE ROSELLI - [e-mail]
COVER SHEET
C-0.0
GENERAL NOTES
C-0.1
EXISTING CONDITIONS & DEMOLITION PLAN
C-1.0
ALTA SURVEY
LIDL PLAYBOOK REV.
SITE PLAN
C-2.0
GRADING & DRAINAGE PLAN
C-3.0
PROPOSED DRAINAGE AREA PLAN
C-3.1
UTILITY PLAN
C-4.0
EROSION & SEDIMENT CONTROL PLAN PHASE I
C-5.0
EROSION & SEDIMENT CONTROL PLAN PHASE II
C-5.1
SCM PLAN WET POND
C-6.0
SCM PLAN BIORETENTION
C-6.1
LANDSCAPE PLAN
C-7.0
LIGHTING PLAN
C-8.0
CONSTRUCTION DETAILS 1
D-1.0
CONSTRUCTION DETAILS 2
D-1.1
CONSTRUCTION DETAILS 3
D-1.2
EROSION & SEDIMENT CONTROL DETAILS 1
D-2.0
EROSION & SEDIMENT CONTROL DETAILS 2
D-2.1
EROSION & SEDIMENT CONTROL DETAILS 3
D-2.2
LANDSCAPE DETAILS
D-3.0
ALLIED ASSOCIATES, P.A.
4720 KESTER MILL ROAD
WINSTON-SALEM, NC 27103
TELEPHONE: [phone]
FAX: [phone]
ISSUED FOR CONSTRUCTION
6-24-2016
SIGNATURE DATE
6-24-2016 49 6-24-2016
SIGNATURE DATE SIGNATURE DATE
THIS DOCUMENT IS NOT ISSUED BY BOHLER ENGINEERING
FOR CONSTRUCTION WITHOUT (3) SIGNATURES
PROJECT # NCR151000
REVISION DATE
ALERT TO CONTRACTOR:
6-24-2016
1. 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.
�� LL
z
W z o N w
0 L� o I
z_j
cDo s�
C� =~OQLLLL w
a �� �crza� �T
J¢ J < 0 N
QO
4 c)o w
24 rL
6�Y Z o
rZ o
Q
cn CL �z<
U 0 z
o
�b w[ w �Q SCD o�
4 Cj p4 Q U) LLJ m W z Z
4�7 Q ~ 0� J m
W O O W W Q
_= m 2 2 z N
O W O W Q O O W 65 o
J lA M 00 (n Z U o
♦ ♦ r
Y aN
} K 0-
a o
Z D 'Lu Q z
r� C7 wZ<Z}=
�j Z J� Y Y c) o 0
Z H Z Z O O w 0 z
b Q W O}}� o w
3: C 3: 3: 3:Q
u) z
W a 11 W O W W W E¢ w
P� 5 z I z z z d
o w
U2� oma'
Q /2
REVISIONS
REV
DATE
COMMENT
BY
1
6/15/16
LIDL PLAYBOOK REV.
PMA
KNOW WHAT'S BELOW
ALWAYS CALL 811
BEFORE YOU DIG
It's fast. It's free. It's the law.
NOT APPROVED FOR
CONSTRUCTION
PROJECT No.: NCR151000
DRAWN BY: PMA
CHECKED BY: MAR
DATE: 10/19/15
SCALE: AS SHOWN
CAD I. D.: SD1
PROJECT:
ROCKINGHAM
GROCERY
LIDL US
OPERATIONS,
LLC
I,OC:.AT'ION OF SITE
705 U.S. 74 BUSINESS
RICHMOND COUNTY
ROCKINGHAM, NC 28379
0 00 O 0��R
IEN GHNIEIEF,HNGG NO, FLL/C
NCBELS P-1132
4011 WESTCHASE BLVD., SUITE 290
RALEIGH, NC 27607
Phone: [phone]
Fax: [phone]
[e-mail]
L��11111111/////
°FESS/p1°�
40 6 ~ -
,I t g 2016.06.24
SHEET TITLE:
COVER S HIEET
SHEET NUMBER:
c-0,0)

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:
• "SURVEY - ALTA AND ASCM LAND TITLE SURVEY, ALLIED ASSOCIATES, P.A.", DATED 03/17/15, REVISED ON 03/23/15.
• "ENVIRONMENTAL SITE ASSESSMENT - PHASE 1 ENVIRONMENTAL SITE ASSESSMENT OF PROPOSED ROCKINGHAM
RETAIL", S&ME INC., DATED 3/30/15.
• "GEOTECHNICAL REPORT - GEOTECHNICAL REPORT FOR PROPOSED RETAIL DEVELOPMENT", S&ME INC., DATED
04/02/2015.
• "SEASONAL HIGH WATER TABLE - REPORT FOR SOIL EVALUATION / SEASONAL HIGH WATER TABLE (SHWT) ESTIMATION
FOR STORMWATER BEST MANAGEMENT PRACTICES (BMP'S)," S&ME INC., DATED 3/27/15.
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/K/A 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 EXISTING CONDITIONS AND NOTIFY BOHLER
ENGINEERING, IN WRITING, IMMEDIATELY IF ACTUAL SITE CONDITIONS DIFFER FROM THOSE SHOWN ON THE PLAN, OR IF
THE PROPOSED 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 ARCHITECTURAL/BUILDING 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 EXISTING 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
EXISTING 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
EXISTING 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.I1F 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
H:\2015\NCR151000\DRAWINGS\PUN SEfS\NCR151000SD1.DWG PRINTED BY: PASCHE 6.24.16 ®3:30 PM VST SAVED BY: PASCHE
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.
GENERAL GRADING & UTILITY NOTES
1. LOCATIONS OF ALL EXISTING AND PROPOSED 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. PROPOSED INTERFACE POINTS (CROSSINGS) WITH EXISTING UNDERGROUND
UTILITIES SHALL BE FIELD VERIFIED BY TEST PIT PRIOR TO COMMENCEMENT OF CONSTRUCTION.
2. 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 EXISTING UTILITIES
DURING CONSTRUCTION, AT NO COST TO THE OWNER. CONTRACTOR SHALL BEAR ALL COSTS ASSOCIATED WITH DAMAGE
TO ANY EXISTING UTILITIES DURING CONSTRUCTION.
3. 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.
4. 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.
5. 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 EXISTING 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.
6. THE CONTRACTOR MUST INSTALL ALL STORM SEWER AND SANITARY SEWER COMPONENTS WHICH FUNCTION BY GRAVITY
PRIOR TO THE INSTALLATION OF ALL OTHER UTILITIES.
7. 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 EXISTING 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.
8. 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.
9. 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.
10. 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.
11. 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.
12. 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.
13. PAVEMENT MUST BE SAW CUT IN STRAIGHT LINES, AND EXCEPT FOR EDGE OF BUTT JOINTS, MUST EXTEND TO THE FULL
DEPTH OF THE EXISTING PAVEMENT. ALL DEBRIS FROM REMOVAL OPERATIONS MUST BE REMOVED FROM THE SITE AT THE
TIME OF EXCAVATION. STOCKPILING OF DEBRIS WILL NOT BE PERMITTED.
14. THE TOPS OF EXISTING MANHOLES, INLET STRUCTURES, AND SANITARY CLEANOUT TOPS MUST BE ADJUSTED, AS
NECESSARY, TO MATCH PROPOSED GRADES IN ACCORDANCE WITH ALL APPLICABLE STANDARDS, REQUIREMENTS, RULES,
STATUTES, LAWS, ORDINANCES AND CODES.
15. 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.
16. 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.
17. THE CONTRACTOR IS FULLY RESPONSIBLE FOR VERIFICATION OF EXISTING TOPOGRAPHIC INFORMATION AND UTILITY
INVERT ELEVATIONS PRIOR TO COMMENCING ANY CONSTRUCTION. CONTRACTOR MUST CONFIRM AND ENSURE 0.75%
0
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.
18. PROPOSED TOP OF CURB ELEVATIONS ARE GENERALLY 6" ABOVE EXISTING 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.
19. REFER TO SITE PLAN FOR ADDITIONAL NOTES
20. 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.
21. 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.
22. 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.
23. STORM DRAINAGE PIPE:
ALL STORM SEWER PIPE MUST BE REINFORCED CONCRETE PIPE (RCP) CLASS III WITH WATER TIGHT JOINTS UNLESS
INDICATED OTHERWISE. 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 WATER
TIGHT JOINT. PVC PIPE FOR ROOF DRAIN CONNECTION MUST BE SDR 26 OR SCHEDULE 40 UNLESS INDICATED OTHERWISE.
24. SANITARY SEWER PIPE MUST BE POLYVINYL CHLORIDE (PVC) SDR 35 EXCEPT WHERE INDICATED OTHERWISE. SANITARY
LATERAL MUST BE PVC SCHEDULE 40 OR PVC SDR 26 UNLESS INDICATED, IN WRITING, OTHERWISE.
25. STORM AND SANITARY SEWER PIPE LENGTHS INDICATED ARE NOMINAL AND MEASURED CENTER OF INLET AND/OR
MANHOLES STRUCTURE TO CENTER OF STRUCTURE.
26. 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.
27. 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.
28. 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 CROSSING. 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.
29. 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.
30. CONTRACTOR MUST ENSURE THAT ALL UTILITY TRENCHES LOCATED IN EXISTING PAVED ROADWAYS INCLUDING SEWER,
WATER AND STORM SYSTEMS, MUST BE REPAIRED IN ACCORDANCE WITH REFERENCED MUNICIPAL, COUNTY AND/OR
STATE DETAILS AS APPLICABLE. CONTRACTOR MUST COORDINATE INSPECTION AND APPROVAL OF COMPLETED WORK
WITH THE AGENCY WITH JURISDICTION OVER SAME.
31. WHERE BASEMENTS ARE TO BE PROVIDED FOR PROPOSED DWELLING UNITS, THE DEVELOPER SHALL, BY BORING OR BY
TEST PIT, DETERMINE THE DEPTH TO GROUNDWATER AT THE LOCATION OF THE PROPOSED 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.
32. FOR SINGLE AND TWO-FAMILY RESIDENTIAL PROJECTS, WHERE THE PROPOSED DWELLING AND ADJACENT SPOT
ELEVATION(S) ARE SCHEMATIC FOR GENERIC BUILDING FOOTPRINT, GRADES MUST BE ADJUSTED BASED ON FINAL
ARCHITECTURAL PLANS TO PROVIDE A MINIMUM OF SIX (6) INCHES BELOW TOP OF BLOCK AND /OR SIX (6) INCHES BELOW
SIDING, WHICHEVER IS LOWEST, AND MUST PROVIDE POSITIVE DRAINAGE (2% MIN.) AWAY FROM DWELLING. ALL
CONSTRUCTION, INCLUDING GRADING, MUST COMPLY WITH THE LATEST LOCAL AND STATE BUILDING CODE AND ALL OTHER
APPLICABLE REQUIREMENTS, RULES, STATUTES, LAWS, ORDINANCES AND CODES.
33. LOCATION OF PROPOSED UTILITY POLE RELOCATION IS AT THE SOLE DISCRETION OF UTILITY COMPANY.
34. 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.
NORTH C1f_X A ROLINA NCITES
x__;
1. PER NC BUILDING CODE SECTION 1013, ALL RETAINING WALLS SHALL HAVE GUARDS TO PREVENT FALLS WHEN A
WALKABLE FINISHED AREA ON THE HIGH SIDE OF THE WALL IS MORE THAN 30 INCHES ABOVE THE GRADE BELOW. A
MINIMUM 42" GUARD MUST BE MET BY WALL, RAILING, OR A COMBINATION OF BOTH. GUARDS SHALL BE ADEQUATE IN
STRENGTH AND ATTACHMENT SHALL CONSIST OF HORIZONTAL AND VERTICAL ELEMENTS SPACED IN ACCORDANCE PER
NC BUILDING CODE SECTION 1013.
LEG.TEND
FOR ENTIRE PLAN SET
NOT TO SCALE
EX/ST/NG NOTE
TYPICAL NOTE TEXT
PROPOSED NOTE
POINT OF GRADE
ONSITE PROPERTY
AMERICANS WITH
DISABILITY ACT
_ _
LINE / R.O.W. LINE
ARCH
ARCHITECTURAL
NEIGHBORING
POINT OF
TANGENCY
- -
PROPERTY LINE /
- -
POINT OF
TANGENCY,
CURB RETURN
INTERIOR PARCEL LINE
BASEMENT FLOOR
PVC
EASEMENT
BK
BLOCK
LINE
POINT OF VERTICAL
INTERSECTION
----------
SETBACK
----------
POINT OF VERTICAL
TANGENCY
LINE
BUILDING
R
RADIUS
BM
CURB AND GUTTER
RCP
REINFORCED
CONCRETE PIPE
CONCRETE CURB&
GUTTER
SPILL CURB I TRANSITION CURB
RET
WALL
RETAINING WALL
CF
CUBIC FEET
R/W
RIGHT OF WAY
DEPRESSED CURB AND GUTTER
CENTERLINE
S
­===�
UTILITY POLE
­====�
SAN
WITH LIGHT
CONN
�
POLE
C===�
CONC
LIGHT
STA
S4
TRAFFIC
CORRUGATED
PLASTIC PIPE
STM
LIGHT
CY
O
UTILITY
O
DEC
POLE
TBR
TO BE REMOVED
TYPICAL
DEPRESSED
TBRL
LIGHT
DIP
0
ACORN
0
DOM
LIGHT
TELE
\Li/
TYPICAL
___v_
TPF
SIGN
ELEV
ELEVATION
PARKING
TOP OF WALL
X
COUNTS
X
TYPICAL
- -170- -
CONTOUR
190
-------------169------------
LINE
187
TC 516.4
SPOT
C516.00
TC 516.00
W
OR 516.4
ELEVATIONS
FLARED END SECTION
BC 515.55
WATER LINE
FF
SAN
rz
SANITARY
P41
FH
LABEL
1__v___1
STORM
X
oDEGREE
LABEL
G
SL
SANITARY SEWER
cL
GF
GARAGE FLOOR (AT
DOOR)
LATERAL
W
UNDERGROUND
W
WATER LINE
GRADE LOWER SIDE
OF WALL
E
UNDERGROUNDE
GV
GATE VALVE
ELECTRIC LINE
HIGH DENSITY
POLYETHYLENE PIPE
G
UNDERGROUND
G
HORIZONTAL
GAS LINE
HEADWALL
OH
OVERHEAD
OH
INVERT
WIRE
LINEAR FOOT
T
UNDERGROUND
T
LIMITS OF
DISTURBANCE
TELEPHONE LINE
LINE OF SIGHT
C
UNDERGROUND
C
LANDSCAPE
CABLE LINE
MAXIMUM
- - - - - - - - - -
STORM
MH
MANHOLE
MJ
SEWER
S
SANITARY
S
POINT OF ANALYSIS
SEWER MAIN
POINT CURVATURE
1(y
HYDRANT
""cr
T
O
SANITARY
i�`
MANHOLE
"(a/
�,
/_ -11
QD)MANHOLE
STORM
i O`1
®;
® M
WATER
METER
WV
WATER
•
VALVE
GAS
❑
VALVE
®
GAS
METER
TYPICAL END
SECTION
_�
HEADWALL OR
O OR
ENDWALL
4®)
GRATE
O
��
INLET
CURB
d
INLET
O
CLEAN
O
OUT
O
ELECTRIC
O
MANHOLE
O
TELEPHONE
O
MANHOLE
EB
ELECTRIC
EB
BOX
EP
ELECTRIC
EP
PEDESTAL
MONITORING
WELL
TEST
�
PIT
BENCHMARKAli
BORING
STANDARD ABBREVIATIONS
REV
FOR ENTIRE PLAN SET
AC
ACRES
POG
POINT OF GRADE
ADA
AMERICANS WITH
DISABILITY ACT
PROP
PROPOSED
ARCH
ARCHITECTURAL
PT
POINT OF
TANGENCY
BC
BOTTOM OF CURB
PTCR
POINT OF
TANGENCY,
CURB RETURN
BF
BASEMENT FLOOR
PVC
POLYVINYL
CHLORIDE PIPE
BK
BLOCK
PVI
POINT OF VERTICAL
INTERSECTION
BL
BASELINE
PVT
POINT OF VERTICAL
TANGENCY
BLDG
BUILDING
R
RADIUS
BM
BUILDING
BENCHMARK
RCP
REINFORCED
CONCRETE PIPE
BRL
BUILDING
RESTRICTION LINE
RET
WALL
RETAINING WALL
CF
CUBIC FEET
R/W
RIGHT OF WAY
CL
CENTERLINE
S
SLOPE
CMP
CORRUGATED METAL PIPE
SAN
SANITARY SEWER
CONN
CONNECTION
SF
SQUARE FEET
CONC
CONCRETE
STA
STATION
CPP
CORRUGATED
PLASTIC PIPE
STM
STORM
CY
CUBIC YARDS
S/W
SIDEWALK
DEC
DECORATIVE
TBR
TO BE REMOVED
DEP
DEPRESSED
TBRL
TO BE RELOCATED
DIP
DUCTILE IRON PIPE
TC
TOP OF CURB
DOM
DOMESTIC
TELE
TELEPHONE
ELEC
ELECTRIC
TPF
TREE PROTECTION
FENCE
ELEV
ELEVATION
TW
TOP OF WALL
EP
EDGE OF PAVEMENT
TYP
TYPICAL
ES
EDGE OF SHOULDER
UG
UNDERGROUND
EW
END WALL
UP
UTILITY POLE
EX
EXISTING
W
WIDE
FES
FLARED END SECTION
W/L
WATER LINE
FF
FINISHED FLOOR
W/M
WATER METER
FH
FIRE HYDRANT
±
PLUS OR MINUS
FG
FINISHED GRADE
oDEGREE
G
GRADE
0
DIAMETER
GF
GARAGE FLOOR (AT
DOOR)
#
NUMBER
GH
GRADE HIGHER SIDE
OF WALL
GL
GRADE LOWER SIDE
OF WALL
GRT
GRATE
GV
GATE VALVE
HDPE
HIGH DENSITY
POLYETHYLENE PIPE
HP
HIGH POINT
HOR
HORIZONTAL
HW
HEADWALL
INT
INTERSECTION
INV
INVERT
LF
LINEAR FOOT
LOC
LIMITS OF CLEARING
LOD
LIMITS OF
DISTURBANCE
LOS
LINE OF SIGHT
LP
LOW POINT
L/S
LANDSCAPE
MAX
MAXIMUM
MIN
MINIMUM
MH
MANHOLE
MJ
MECHANICAL JOINT
OC
ON CENTER
PA
POINT OF ANALYSIS
PC
POINT CURVATURE
PCCR
POINT OF
COMPOUND
CURVATURE,CURB
RETURN
PI
POINT OF
INTERSECTION
P47D -11
�4
� b &
2 P � ¢ o
v/ W W z W o .w
1 0 -z
!.1 ; 4 OLi w W = z
z c� o
J
1-1
LL
^. P4xOa w ��
�. PW,� J=HQO a�
4�0 IU¢H(n o0
Z W4
wo
IIiII=40 C ~"
F
¢o a¢ o0
�4� aa= }z¢ ?o
U
W W W 2 Q� O Q w
911 � J w m � � > K
W �cjP4 <U)=Luzz> oS
W w 0 0 Of w w Q m
Wcc � m x m 2 x x W z N
C?�4 _�=-i:�zSP
Z U - w o w¢ 0 o w 6i im�
,� J(nW m V)ZU a
SEH ♦***+�♦ rw
0 ���0 �o
�z�O Ea
�g
g Y a_
W C�) O O ¢
z }o ' a a
r � W Q¢� z>-= i<
Z J 2 Y Y a o 0
Q�P4 wcD WOfU)J w-
� H z z 0 o w w E -
b ¢ w 0> Y� 0 o w
W� awOwwwa ="
O x
�� �zmzzza `w
ow
�4 ♦*****♦ Ro
CC- om
Q cc FE
�in
REVISIONS
REV
DATE
COMMENT
BY
1
6/15/16
LIDL PLAYBOOK REV.
PMA
KNOW WHAT'S BELOW
ALWAYS CALL 811
BEFORE YOU DIG
It's fast. It's free. It's the law.
NOT APPROVED FOR
CONSTRUCTION
PROJECT No.: NCR151000
DRAWN BY: PMA
CHECKED BY: MAR
DATE: 10/19/15
SCALE: N/A
CAD I. D.: SD1
PROJECT:
ROCKINGHAM
FOR
LIDL CJS
OPERA TI(3)NS)
LLC
L.00ATION OF SITE
705 U.S. 74 BUSINESS
RICHMOND COUNTY
ROCKINGHAM, NC 28379
BOHLER
ENGINEERING NC, PLLC
NCBELS P-1132
4011 WESTCHASE BLVD., SUITE 290
RALEIGH, NC 27607
Phone: [phone]
Fax: [phone]
SHEET TITLE:
OENEIJDLXAL NOTES
SHEET NUMBER:
C-0, I

1"EIPQ
(SAS) y
a'
=�tit FOUNTAIN PO/NTE APARTMENTS, LP
g''54 �'"� PIN. 7472-0295-8703
ROBERT B. WILL/AMS, JR. WOODS - 1 'l ? ? I D. S. 1655, PG. 121
o g25+g20 P/N.• 7472-0996-3244 2�8 SL/DE 533-D ,
N D.B.1106, PG. 377 -- \ n ZONED 8-3
SLIDE 388-A x I N USE- RESIDENTIAL
\ 'rE0 V iii= /,+" '" N , 1 1 1 , 1
ZONED 0-1, R-20 264.4' F I , ,1 1 , , SITE CURRENTLY UNDER CONSTRUCTION
USE. VACANT _ 1 pI I OBSERVED EVIDENCE OF CURRENT EARTH MOV/NG WORK)
\� /
111N 1
I 1
\ /
265.9' 1 v, 1`I
25+ E EXIST. "05 L NEW00[�S�
\i
I
\ I
WOODS d x /S�
w �� , � `. F '1
262.7' 262. P' TOP OF � �
CONCRETE MONUMENT " o
RlAi T�SFAMILYSTEAK �0 011 it
-------l 30'A DELA PVA RE I `I hET T/ON OND i \ ` /� i', 1
AREA= 784 S.F. / 0.018 ACRES f --------- -- 1 cz
LOD I ,/ " 1 1 1 `izz
AREA THIN POSS/BLE OVER I'I 26Z�p��� �� LODTLOD i r ' ---- ,l / , „ I 'I
��, t v \ -------- S63'Y E 2762,%
O ' u 4 'Iris,'
,¶AA \ 17931\ �i-7
(\ItV
A
' =2.�327SF / '0586 1CR.'�
it
-----`M �T'`(LDESt1fR UYIY1S I liit
i
1/ 112
r P PER%Y LINES BE I 1 ;; ;'1 \
59 v .` 1 1
\ IRS _ _4 59 49 E217. 14' TOTi _ _ V CA TED /4"711
Y 11' lliii
\ , 206.73 I\ I I --1, 1 1 \ \ I I 1 dJ�I 1 1�1 \', 11 1 _
1 \\ N / 1 ,1 1 \ I I 1 Jam' 1 1 I ; �S
IL65 I ®♦ / �,/.Ilr It %1 i , r r C (1 '1 ,� �'1 'i i =1
/0 261 `\` �� / / I 1
I 1 1 YY I \ \ 1 \al \
259..8 1 112<0 3' (
WOOD) `I I 1 \ I / I / I / \ l 1 1
WOODS I 1` '1 1 `' / 1 --4 \\vY'Y''Jy \I
o
F.
----- WOVEN WIRE (iTBR) 1 \ I ', j
I N DILAPIDATEED) I \ CATTfA)ED TRS S 1
260.4' / N i ( i ` i `IN &
Q \ ti� J ` I ;1 IBRUSM (TBR)11
N.
It
259.i-
o / INli=260.98 ; - 1� ni ♦ WOODS (TBA { }
ZONED R-20 / INv=2A2 93'
- - - - 260.3' /
ZONED 0-1
OWNADB
256.7 ' CMP
1 y 'a
O '1 0 .i' RIC14 Od Vdd 1 \` {
�• , / •fa ,I '` / �1I y7 s/pv�yy I ,y,/q
`, Jo } ,'/ \1 / ����d lll'ced Y If IL
\ 259.6' ♦ /�,^ I '----,k ; / , �'
�{T • x ♦ . PROPERTY LINES B �T- FENCE i`�
�0 258.8' / \ I WIRE -
/ VACATED WOVEN TBR} } ISO, 74724295-790y \
AREA= 3, 714 S. F. / 0.085 ACRES f / I I ; (DILAPIDATED) i
' w cj �, I. > .,..11811'PG 3311 $ : \(5
AREA WITHIN POSS/BLE OVERLAP o WOODS (T5R)'Os ` = F _. }LID° 746 {SII `i cn �yTDJ `
WOODS RYA / ��FAMILYST A HOUSES ,' � � r I ;� D , - I ; ` I '
\ WOODS / ♦ I ARA4 �7��� .1����8�5I�I� ' f I
i / J'J // ' ' � I\(1268
I ` ' C� � ` ll It
} I- ------ pp 7� WARE
w�(lNI /� pp �y;' l / I X268.1' I \ \ \ { I '1
257.8 ,� ' A DELA V'V'ARE S.'L RPORA TIO2 V
, / / \ I , / , �' / "`'1""�-yam, ` 1 } I 1 1 { ` \ \ ♦1 1
�, IN,
D. 7776�'fW953992 I j �' I r r I ` \ }
R 134/ PG 31�'. �' i �� I OSSIBLE ELL• i 1 I 11 `\ S +11 1\\ \ II
256.8' S°' /1 261.9' J ' I' W i LOCATION
2575'% l i ,� p , * _LJD 656`GZ0NED 3 / _r- 0 I } { ;•1
AREA= 90,9a SE /2,08 ACRE _�
,y,/� �/y� ,�.jp�y2,/1 �p /i ' ',-'." i i WOOD TIYR
I p * _l ` // / EXCL DE JREA WI1'I.Td.I�VP045SIBLL° � - , % I -� 272...x" y {
ROBERT B. WILLIAMS JR. OY . ` ) }
PIN. 7472-0996-3244 �� 2581 0 0VFRLA `
® r i SCATTERED TREES {
T I J y {
D.B. 1106 PG. 377 / \o ; ; I / ; " - { ; 1
' I + BRUSH 1 < I
SLIDE 388-A (TBR)
<3 ; ,� ► / i , 4 { 1
256.8' ! ----
ZONED 0-1, R-20 2572' `,;
RES/DENT/AL
USE.
"� N I 269.6'41 X,J1
256.8' N=* 0�
REFLECI9R POST (T(iR a_I,{y000S Tls(J / I N v /
1 N j�
„ / yy ; /EX. HYDRANT
256.6' ; i \ EX, ONE WAY 5/GN (TBR a ► )11 j \ o i / (TO BC RE OCA 17-D) 11
x256.2'
256.3' 256.4' \ ;' �i I I SCATTERED TR
I BRUSH (TB i G -W/RE {
R 3a 8.46 �, I �t
m ' WOODS x L� ` WOODS (T�R) f i I �' t ( ) {4 ElR„
1 \ I / \ \ III •l I \ �.
\\ \ \I , j ' ` I ` `•� s TO BE RESET 1 \ { , , \y i ;
1. wooDs, I 1 g �56.9Q ► . _ `. } ' „ \\ < I : (A)
256.1 't 25'7' , "57.1 ' N 66`14 28" W,`,156. ��.M / 64 57'09 "!�!2 0�;'- -3I SBW DILAPIDATED (TBR ` E/� LN64 47'44 "W `, OR 4'4 EIR; i 1 ; '
N64 58 53 W 1 q, 3S { Y_
\\
-
CB �1
'
'-�IFV ." _ Jd:
TO
'\,
fl: 1----
11 ,------'2�"
--
S70
T -------'�
-
-------- _
-
E
_
"
lNV=255.06_--';__---1--''----
"- -
(TIE) Y '---r ------
-----------------®-- --------
----
- _yam-�� - --
- - - -----
_ --------- --- _--__- ---- -
--- - -- - - - - -_-
-_ --
----
---------------
____-------
__W�FES--"
274.81' -__ ___ - �J
__ ----------------= ----
-----------------
---------------- -
-------------'
---------
---- 8 PVC -------_-
- --- ---_
` "-----------------------------
` ---- `______________
- ----'a-�1----- -- -'
---- �---------- I -
_
_ - - - -
T T T L--- T'
--------------- -----
---------- __-------- �'-____----
--
-------- _---- I -----
-- -- --
-- -
- _----�--- x _-----------
_ -- __-----
-
_
------8» PVC -
--_--- _�
-----
---- -
, ---
------ -------
------TO>e-RIA-%26-1.-1�'------------ _.
- -
-- -E9-- -------
------
CONCRETE CURB &
GUTTER
_ - (�, TOP R/M=258.89 CL INV=254.97 =
CL.lNL/=259 61 ' ETAL TRAFFIC LIGHT POL ; TOP RIM -264.93' j2 BE RESET)
ON CONCRETE -BASE 2 INV=257.28' PROP. SAW U
N _ _ _ _ _ _ EP = _ _ _ SIGNALIZED INTERSECVIV 4 _ _ PAVEMENT LINE
--------------------------------------- - - -- - - - - - - - - - - \ - - - - - - - - _.
GRASS MED/AN DI � 10' Cl l0" Dl
a -w�w_W-W--
ww W w w w w w w w
JUNCTION BOXw w w-
_ �w�Ww---------------------------- EP
EP w'� �■ r CONCRETE MED/AN
,w_0 C� I- - - - --------------------------------------------------------- r US, 74 - BUSINE��
------------
APPROXIMATELY 14,023 ADT
a ESTOP BAR (TYP ASPHALT PAVED PUBLIC ROADWAY
(150' PUBLIC RAW)
_ _
F-�-___
- , r r-----------r_-----� r'�--,ur� -w --- _
_ T�-- ----------
T
T
r -
aQp
APPROX.. WATERLINE E STREETLIGHT (TO
INV==265.20' 1 INV==265.70' _� 1STUB LOCATION BE RELOCATED) -
W/FES (TBR) g W/FES (TBR)
CB #3
FLOW=273.06'
INV OUT=266.68'
CS #4
FLOW=273.16'
INV 1N=266.17'
ALDI (N.C.) Z.Z.C.
PIN- 7472-0295-9336
D. B. 1452, PG. 129
ZONED B-3
USE. GROCERY STORE
#4 EER
w�
g25'200
� o
T
, o
�„-� OUTPARCEL HOLDINGS, L L. C.
°p PIN.• 7472-0295-9153
D. B. 1659, PG. 240
SLIDE 773-V
ZONED 8-3
USE- FAST FOOD RESTAURANT
4 a
8" PVC A
EP
----------- ---------- ------
TOP 1?/1V=269.49'
CL INV=258.62'
4
�nNCRETE MEDIAN
- ----------------X WATION ------------------------- g -----------------------------
(45 MPH SPEED LIMIT) APPROX. WATERLINE LOCAAPPRO
___---------_EP-__ EP ------_ ------ EP
---_----------------
FP -- _----- : , w -- =� _ w-- _ w w w w wg w� w--- ----W ----� W ----------------------------------------
--- a`- €B 1 12"PIC -_ - ----� - I _ - G :-G G G _ - 12" PVC --------- --- \
C��� _ - _ -"--- - G G G
G )GAG-- - ---' - G G =-------__-
�G--------------- --- PLAST/C
----------------------------- - -- 4" PLASTIC_-------� �I \ \�`\ 4» PLAST/ - � G - ___---- ----- E------------------ ---------------------
I j -
----------------- J -- ----
G - - G -- �-
s
y- I ,
I I I
---
--------------- - - -----------------------------------------_
�I
------------- RIGHT -TURN ARROW
H:\2015\NCR151000\DRAWINGS\PUN SEES\NCR151000SS1.DWG PRIMED BY: PASCHE 6.24.16 0 3:32 PN VST SAVED BY: PASCHE
JI I I I I
r0 BE CONVERTED
li U
I I I I
I I I I n
I I I
TO WAL -MART
--------
GENERAL DEMOLITION NOTES -
1. THIS PLAN REFERENCES DOCUMENTS AND INFORMATION BY:
ALLIED ASSOCIATES, P.A.
ALTA / ASCM LAND TITLE SURVEY
DATED: 03/17/15
REVISED: 03/23/15
SURVEY -JOB #PA150303
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: 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.
N64°47'16 "W
184.45' (TY)
HYDROLOGIC SOIL GROUP: C/D
CB �1
'
M
TYPICAL NOTE TEXT
FLOW=270.81
'
HYDROLOGIC SOIL GROUP: A
INV OUT=267.18'
� 1
CB ;f'2
M
FLOW=270.68'
EASEMENT
INV /N-267.16'
a
a
3/4 " SIP
SAWCUT
LINE
\ RCP
CONCRETE CURB &
GUTTER
- - - - - -
------
4 a
8" PVC A
EP
----------- ---------- ------
TOP 1?/1V=269.49'
CL INV=258.62'
4
�nNCRETE MEDIAN
- ----------------X WATION ------------------------- g -----------------------------
(45 MPH SPEED LIMIT) APPROX. WATERLINE LOCAAPPRO
___---------_EP-__ EP ------_ ------ EP
---_----------------
FP -- _----- : , w -- =� _ w-- _ w w w w wg w� w--- ----W ----� W ----------------------------------------
--- a`- €B 1 12"PIC -_ - ----� - I _ - G :-G G G _ - 12" PVC --------- --- \
C��� _ - _ -"--- - G G G
G )GAG-- - ---' - G G =-------__-
�G--------------- --- PLAST/C
----------------------------- - -- 4" PLASTIC_-------� �I \ \�`\ 4» PLAST/ - � G - ___---- ----- E------------------ ---------------------
I j -
----------------- J -- ----
G - - G -- �-
s
y- I ,
I I I
---
--------------- - - -----------------------------------------_
�I
------------- RIGHT -TURN ARROW
H:\2015\NCR151000\DRAWINGS\PUN SEES\NCR151000SS1.DWG PRIMED BY: PASCHE 6.24.16 0 3:32 PN VST SAVED BY: PASCHE
JI I I I I
r0 BE CONVERTED
li U
I I I I
I I I I n
I I I
TO WAL -MART
--------
GENERAL DEMOLITION NOTES -
1. THIS PLAN REFERENCES DOCUMENTS AND INFORMATION BY:
ALLIED ASSOCIATES, P.A.
ALTA / ASCM LAND TITLE SURVEY
DATED: 03/17/15
REVISED: 03/23/15
SURVEY -JOB #PA150303
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: 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.
N64°47'16 "W
184.45' (TY)
GRAPHIC LEGEND
.. .. .. ,� SOILS BOUNDARY
JOHNSTON MUCKY LOAM
(0% - 2% SLOPES)
HYDROLOGIC SOIL GROUP: B/D
PELION LOAMY SAND
(2% - 8% SLOPES)
HYDROLOGIC SOIL GROUP: C/D
DEMOLITION LEGEND
EXISTING NOTE
TYPICAL NOTE TEXT
DEMOLITION NOTE
6/15/16
HYDROLOGIC SOIL GROUP: A
PMA
PROPERTY
LINE
EASEMENT
LINE
SAWCUT
LINE
CONCRETE CURB &
GUTTER
- - - - - -
------
LIMITS OF
DISTURBANCE
LOD LOD
U
METAL TRAFFIC LIGHT
POLE WITH CONC. BASE
--
UTILITY POLE
LIGHT POLE
W
W
UNDERGROUND
WATER LINE
-0-0-
UNDERGROUND GAS
LINE
UNDERGROUND FIBER
FO
fO
OPTIC LINE
OH
OH
OVERHEAD WIRE
UNDERGROUND
T
T
TELEPHONE LINE
STORM
�.. x. x. x+. x. x,..=
SEWER
:xsocsocsxsxsxsxsocsocsocsocsa
SANITARY SEWER
MAIN
G
SANITARY
MANHOLE
(D
STORM MANHOLE
® M
WATER METER
WV
WATER VALVE
WELL LOCATION
OW
FIRE HYDRANT
®
GAS METER
❑
GAS VALVE
WOVEN WIRE
FENCE
TREELINE
................................,
GRAPHIC LEGEND
.. .. .. ,� SOILS BOUNDARY
JOHNSTON MUCKY LOAM
(0% - 2% SLOPES)
HYDROLOGIC SOIL GROUP: B/D
PELION LOAMY SAND
(2% - 8% SLOPES)
m
S
40 20 10 0 40
1.1= 40'
v/ �� z� o �w
1 0 �z
w Of =
LL
-,o
om
.. P��H J0HQO a�
V aH(n o0
up., ♦���♦ wa
z I4�
z a0 as og
CL _j }z¢ �o
U
�r� wW¢ 0< �Z ow
� w vED > K
w �cjP4 ¢�ix�ZZ> mw
w
0 0 w w Q
wCxixm �x xCr zN
zC) w 0 w a 0 0 w 6i im�
,rte _j\nX 00COZU a
V
Th �F� ♦�����♦ rw
�o
z �w
W
Of
0 w C� 0 a
Z}o a a
W
¢ �}
WQ¢Z>- �J
Z g Y Y U)LLJ a o 0
wcDtw'- wz
Hzz00Lu,
b� ¢w05- < ow
CLWOWWWa
bbl awOwwwx <J
xzmzzza
o w
u2� om
REVISIONS
HYDROLOGIC SOIL GROUP: C/D
DATE
AILEY LOAMY SAND
BY
(0% - 8% SLOPES)
6/15/16
HYDROLOGIC SOIL GROUP: A
m
S
40 20 10 0 40
1.1= 40'
v/ �� z� o �w
1 0 �z
w Of =
LL
-,o
om
.. P��H J0HQO a�
V aH(n o0
up., ♦���♦ wa
z I4�
z a0 as og
CL _j }z¢ �o
U
�r� wW¢ 0< �Z ow
� w vED > K
w �cjP4 ¢�ix�ZZ> mw
w
0 0 w w Q
wCxixm �x xCr zN
zC) w 0 w a 0 0 w 6i im�
,rte _j\nX 00COZU a
V
Th �F� ♦�����♦ rw
�o
z �w
W
Of
0 w C� 0 a
Z}o a a
W
¢ �}
WQ¢Z>- �J
Z g Y Y U)LLJ a o 0
wcDtw'- wz
Hzz00Lu,
b� ¢w05- < ow
CLWOWWWa
bbl awOwwwx <J
xzmzzza
o w
u2� om
REVISIONS
REV
DATE
COMMENT
BY
1
6/15/16
LIDL PLAYBOOK REV.
PMA
KNOW WHAT'S BELOW
ALWAYS CALL 811
BEFORE YOU DIG
It's fast. It's free. It's the law.
NOT APPROVED FOR
CONSTRUCTION
PROJECT No.: NCR151000
DRAWN BY: PMA
CHECKED BY: MAR
DATE: 10/19/15
SCALE: 1" = 40'
CAD I. D.: SS1
PROJECT:
ROCCKINGHAM
GROCERY
FOR
LIDL CJS
OPER1- TNOINS,
LLC
L.00ATION OF SITE
705 U.S. 74 BUSINESS
RICHMOND COUNTY
ROCKINGHAM, NC 28379
BOHLER
ENGINEERING NC, PLLC
NCBELS P-1132
4011 WESTCHASE BLVD., SUITE 290
RALEIGH, NC 27607
Phone: [phone]
Fax: [phone]
C0AR
�
- S/0�90 �
° 406 ~_
°. FiyGINE�� °°ted
IAI111\\\\ 2016.06.24
rSHEET TITLE:
EXISTING
CONDITIONS &
DEMOLITION
]ALAN
SHEET NUMBER:
c- 1 00

H:\2015\NCR1510D0\DRAWINGS\PIAN SEES\NCR151000SS1.DWG PRINTED BY: PASCHE 6.24.16 0 3:32 PN LAST SAVED BY: PASCHE

270
260
270
DRIVEWAY- SECTION A -A
SCALE 1" = 60' HORIZONTAL
1" = U VERTICAL
FROM
ROW LINE
TO
TO
INV
�SITE J
�ROWJ
SLOPE
PROPS
R`F C-
257.97
300
257.75
EXIST. SURFA
E
0.50%
43.84'
7
-
115
EXIST.
URFACE
/
1.74%
69.52'
115
DRIVEWAY
OP. 18" RCP
265.10
6"
PROP.SURFAC
ULVERT @
139.71'
114
0
51% SLOPE
261.35
8"
HDPE Pipe
0.50%
59.72'
113
266.40
104
/
4"
PROP. 2'X3'
2.00%
138.28'
112
-
111
263.44
8"
PRECAST DROP
2.00%
14.26'
111
/
_
263.19
8"
INLET (840.14)
2.00%
12.72'
110
263.09
109
262.67
8"
WITH FRAME &
0.50%
84.03'
109
262.57
103
261.10
PROP. 18" RCP
RIM =263.90
0.51%
287.85'
107
264.00
106
263.75
CULVERT@
INV OUT =260.6
0.50%
50.00'
106
INVO
=
JT 260.0
263.40
0.51% SLOPE
Concrete Pipe
0.50%
50.00'
105
263.30
1 104
EXIST. 8" PVC S
NITARY SEWER
Concrete Pipe
1.73%
145.84'
104
260.67
103
259.97
15"
Concrete Pipe
0.50%
139.86'
103
259.87
101
259.50
15"
Concrete Pipe
270
DRIVEWAY- SECTION A -A
SCALE 1" = 60' HORIZONTAL
1" = U VERTICAL
270
ZONED R-20
DRIVEWAY - SECTION B -B ZONED 0-1 o�
SCALE 1" = 60' HORIZONTAL
1" = 6' VERTICAL
ROBERT B. WILLIAMS, 0.
JR.
PIN- 7472-0996-3244
D. B. 1106, PG. 377
SLIDE 3M88 A
270
ROBERT B. WILLIAMS, R.
PIN- 7472-0996-3244
D.B. 1106, PG 377
260 SLIDE 388-A
ZONED 0-4 R-20
USE VACANT
/
WOODS
WOODS
CRETE MONUMENT
(EX/STING)
BW 263.
AREA= 3,714 S.F. / 085 ACRE
AREA WITHIN POSSIBLE OVERLAP
WOODS ; BW 26
WOODS ER tO SCM PLAN WET POND
------ SHEET C-6.0 FOR WET POND
RISER,,PRINCIPAL SPILLW4Y
PIPE ENDWALL INVERTS,
NOTES & DETAIL
BW
PROP. RIP RAP OUTLET
PROTECTION (EW -1) �p tido/
O ; PROP. SC oo e
\; JENANCE AND
CESS EASEMENT
fUYa
1»EIPO
(S4B) /
w o
FOUNTAIN POINTE APAP
PIN. 7472-0295
WOODS - q° �� �$ `P kL D. B. 1655, PG.
SLIDE 533-
-- �k�` vI', ZONED B
='
USE- RESIDEIb
I1 1 SITE CURRENTLY UNDER CO)
,1, 1 , , \(OBSERVED EVIDENCE OF CUR!
N
I
I1\ \
I \
v I I CSI
woobs*I'I
Cp ` (z
• -
v 1 �si6LV� DAM
1
WETLAND AREA N `\ I TOP Of 4V
s ' /SET
STORM SEWER PIPE SCHEDULE
FROM
ROW LINE
TO
TO
INV
�SITE J
�ROWJ
SLOPE
PROPS
R`F C-
257.97
300
257.75
18"
Concrete Pipe
0.50%
43.84'
7
-
115
EXIST.
URFACE
/
1.74%
69.52'
115
267.29
OP. 18" RCP
265.10
6"
PVC Pipe
ULVERT @
139.71'
114
0
51% SLOPE
261.35
8"
270
ZONED R-20
DRIVEWAY - SECTION B -B ZONED 0-1 o�
SCALE 1" = 60' HORIZONTAL
1" = 6' VERTICAL
ROBERT B. WILLIAMS, 0.
JR.
PIN- 7472-0996-3244
D. B. 1106, PG. 377
SLIDE 3M88 A
270
ROBERT B. WILLIAMS, R.
PIN- 7472-0996-3244
D.B. 1106, PG 377
260 SLIDE 388-A
ZONED 0-4 R-20
USE VACANT
/
WOODS
WOODS
CRETE MONUMENT
(EX/STING)
BW 263.
AREA= 3,714 S.F. / 085 ACRE
AREA WITHIN POSSIBLE OVERLAP
WOODS ; BW 26
WOODS ER tO SCM PLAN WET POND
------ SHEET C-6.0 FOR WET POND
RISER,,PRINCIPAL SPILLW4Y
PIPE ENDWALL INVERTS,
NOTES & DETAIL
BW
PROP. RIP RAP OUTLET
PROTECTION (EW -1) �p tido/
O ; PROP. SC oo e
\; JENANCE AND
CESS EASEMENT
fUYa
1»EIPO
(S4B) /
w o
FOUNTAIN POINTE APAP
PIN. 7472-0295
WOODS - q° �� �$ `P kL D. B. 1655, PG.
SLIDE 533-
-- �k�` vI', ZONED B
='
USE- RESIDEIb
I1 1 SITE CURRENTLY UNDER CO)
,1, 1 , , \(OBSERVED EVIDENCE OF CUR!
N
I
I1\ \
I \
v I I CSI
woobs*I'I
Cp ` (z
• -
v 1 �si6LV� DAM
1
WETLAND AREA N `\ I TOP Of 4V
s ' /SET
STORM SEWER PIPE SCHEDULE
FROM
FROM
INV
TO
TO
INV
DIAMETER
(IN.)
TYPE
SLOPE
PIPE
LENGTH
(FT.)
301
257.97
300
257.75
18"
Concrete Pipe
0.50%
43.84'
116
268.60
115
267.39
6"
PVC Pipe
1.74%
69.52'
115
267.29
103
265.10
6"
PVC Pipe
1.57%
139.71'
114
261.65
104
261.35
8"
HDPE Pipe
0.50%
59.72'
113
266.40
104
263.64
4"
PVC Pipe
2.00%
138.28'
112
263.73
111
263.44
8"
HDPE Pipe
2.00%
14.26'
111
263.44
110
263.19
8"
HDPE Pipe
2.00%
12.72'
110
263.09
109
262.67
8"
HDPE Pipe
0.50%
84.03'
109
262.57
103
261.10
8"
HDPE Pipe
0.51%
287.85'
107
264.00
106
263.75
15"
Concrete Pipe
0.50%
50.00'
106
263.65
105
263.40
15"
Concrete Pipe
0.50%
50.00'
105
263.30
1 104
260.77
15"
Concrete Pipe
1.73%
145.84'
104
260.67
103
259.97
15"
Concrete Pipe
0.50%
139.86'
103
259.87
101
259.50
15"
Concrete Pipe
0.50%
74.12'
102
263.17
101
262.45
18"
Concrete Pipe
0.50%
143.83'
101
255.03
100
254.00
24"
Concrete Pipe
2.00%
51.58'
/-------- \ ( I
/ OND 1 `
62\ \\\1
I 1
1 \
\\ -- 2 \ 1 ---�--L� -`--- -%/ \\ \I I`
w000s as ------ 563°5
O BW 265.79 BW 268.59 2 269 1 -
\ - STM - --- _... _
s
I / I
O is BW 265.36 - TW 269.00
TC 269.28 TW 269.73
�v O 2aZ TW 269.59 4. :.
0 T 269.05
C ?68 ': r
TC 268.94
Q /
TC 268.41 ; TC 268.97 TC 269
TC 268.21 ; TC 270
TW 267.56 / I I
261 TC 268.54
C 26 - D
T 7.54 TC 268.08 ; TC 270.18
TC 267.43 TC 268.14 II ; TC 270.37
1
TC 267.20 11
TC 269.30
TW 267.03
' TC TC 269.30
268.03
/ \
6O II w
67 00
I 1
I 1 I
, . I
\ I
, \ 1
I 1 I
1 I
1 1 I
1 1 1
i
FF= 271.10
a�
n
1 1
I
1
/ / 1
I
1
1
1
.15
Z
TW 274.36 / TW 277.00 c�
4 E1�1'
I '
_ 1
STM BW 270.38
ROOF DRAIN
INVERT 270.10
STORK STRUCTURE SCHEDULE
REV
DATE
RIM ELEV.
BY
1
NAME
TYPE
(FT.)
INVERTS
SIZE
116
CONDENSATE WASTE
271.10'
INV OUT = 268.60'
6.000"
----600--____-
INV IN = 267.39'
6.000"
115
PROP. CLEANOUT
269.89'
WATER MAIN
INV OUT = 267.29'
6.000"
114
NCDOT 840.03
264.90'
INV OUT = 261.65'
8.000"
113
CART CORRAL DOWNSPOUT
270.89'
INV OUT = 266.40'
4.000"
ELECTRIC LINE
_E
INV IN = 265.50'
8.000"
112
NCDOT 840.15
266.90'
TELEPHONE LINE
-OH-OH-OH-
INV OUT = 263.73'
8.000"
OVERHEAD WIRES
INV IN = 263.44'
8.000"
111
NCDOT 840.15
266.90'
INV OUT = 263.44'
8.000"
INV IN = 263.19'
8.000"
110
NYOPLAST BASIN
270.88'
SANITARY PIPE
-S
-S
INV OUT = 263.09'
8.000"
LIMITS OF DISTURBANCE
LOD LOD
INV IN = 262.67'
8.000"
109
NYOPLAST BASIN
265.48'
INV OUT = 262.57'
8.000"
TW XXX.XX
BW XXX.XX
INV IN = 264.00'
6.000"
107
NCDOT 840.03
268.80'
TOP OF CURB
GRADE ELEVATION
TC XXX.XX
INV OUT = 264.00'
15.000"
HIGH POINT & FINISHED
GRADE ELEVATION
HP XXX.XX
G XXX.XX
INV IN = 263.75'
15.000"
106
NCDOT 840.03
270.22'
INV OUT = 263.65'
15.000"
INV IN = 263.40'
15.000"
105
NCDOT 840.03
270.21'
❑❑
INV OUT = 263.30'
15.000"
O
INV IN = 260.77'
15.000"
STORM MANHOLE
O
INV IN = 263.64'
15.000"
104
NCDOT 840.03
266.14'
INV IN = 261.35'
4.000"
INV OUT = 260.67'
8.000"
UTILITY POLE
INV IN = 261.10'
8.000"
INV IN = 259.97'
15.000"
103
PROP. MANHOLE
267.62'
INV IN = 265.10'
15.000"
INV OUT = 259.87'
6.000"
102
NCDOT 840.03
266.67'
INV OUT = 263.17'
18.000"
INV IN = 262.45'
18.000"
101
NCDOT 840.03
266.34'
INV IN = 259.50'
24.000"
INV OUT = 255.03'
15.000"
ALDI (N.C.) LLC.
PIN.- 7472-0295-9336
_ _ _ D. B. 1452, PG. 129
/
ZONED 8-3 I
ROOF DRAIN USE- GROCERY STORE
INVERT OUT
I_ PROPOSED GROCERY STORE -
TW 276.77 '
'-4u I 1 I 270.00 (TYP.)
TC 268.16 i TC 269.39 w TC 270.62 PROTOTYPE: 267 S 2 R
TC 267.43 1 I Im , BW 274.53 '',
/,s' 35,962 SF
- / ---- -- `----- -- - \_=--- - '' RIDGE ----------- --- FFE = 271.10
TW 267.00 ---- ---_ TC 271.00 i c
\
' `\I TC 270.56 TC 270.77 -STM 153 PROVIDED PARKING SPACES I TW 27x.17
TC 268.08 TC 269.31 u / 116 MINIMUM 150
TC 267.39 / I RbP.,SC M
1-11m FF- 271.10 - AN NE N'�E & 014 SIR
S BW 275.54 E' S M N D
r ; - w TC 270.77
TC 271.00
EFER TO SCM PLAN -�
6m / - 'I BIORETENTION SHEET
M - TC 267.64 STM TC 268.98 ' STM '1 C-6.1 FOR SPILLWAY, - o K25t2��
103 ; 115 o BIORETENTION,
TC 266.88 TC 270.32 TC 271.00 N N
I , � '\ UNDERDRAIN, RIP -RAP, `O
® �I TC 271.00
ROOF LEADER, NOTES & v,� OUTPARCEL HOLDINGS, L.L.C.
TC 269.01 N _ DETAILS cn
TC 267.20 I ( TC 270.32 � G 270.40 1 - N \
TW 263.40 TC 267.86 TC 269.24 ; /' _ _ ' r" _ 7, CO PIN. 7472-0295-915.3
TC 268.14 I ; G 270.20 ROOF DRAIN ( iID.R. 1659, PG. 240
TC 267.85 -
TC 268.36 ; " INVERT 270.10 - rn
SLIDE 773-V
TC 268.46
_--- ��
ZONED 0-4 R-20
USE. RESIDENTIAL /\ WETLAND AREA o ���
/00
301 259
RIP RAP OUTLET 300 8' 261
- PROTECTION (EW -2) 263
WOODS/ 264
» 262 TC
-
- jrrr -
S70°0 -
429 E_4 £LR----�` ------------
,
74 8 - (TIE) -
---------------------
-------------------------------
_---- ----- - � - � --- ----------------------
--- `--- -- --- ----
Z
-
--- „ PVC7 T T _-L
-------
'------------------- -
8 -------
------
0� e��`� -T00�9 P=8 .-iZ'- - - - - - -
---- - - - - - - - - - - - - ------ -
' TOP RIM=258.89
u CL /NV -254.9 PROP. RIP
_ CL1i1[J =252. ' RAP (TYP.) I
u - SEE DETAIL
I� EP\
I GRASS MEDIAN ❑a 1
III �w
www-w-----------------------�--------EP---'------
EPw�w-- � � ■
�------------------------------------------------------■
_ - - --------------------------------------------------------�
�I - w ---W- w - ---� _w-------_w=�
n` ____--_----------_-
---------------- \
I /
w�
o N g25t1�0
H:\2015\NCR151000\DRAWINGS\PUN SEfS\NCR151000SS1.DWG PRIMED M': PASCHE 6.24.16 ®3:32 PN VST SAVED BY: PASCHE
TC 269.28 I,w, STMQn
113 ZONED 8-3
TC 269.45 m I i rn USE- FAST FOOD RESTAURANT
TC 269.46 ;
TC 269.09 -- _- =i
SCG 268.50
ti r N BI RETENTIO n
III
TC 270.52 m 1iv
j
TC 269.71 '/ ' . FF= 271.10
RIDGE TC 270.68
1
--- N - TC 269.69 L 1 L FF= 271.10
TC 268.18 gjP
6 68 co 1 a i
`r z 270.60 G 271.00 G 271.00 - G271.00 G271.0
ti gg n
TC 269.06 I �v co
? E E N N 1 3/4» SIP
6j 104 TC 269.38 N 11 - G 270.70 G 270.70 G 270.70 G 270.70 E TC 271.20 O
B TC 270.50 �M M M
I
TC 267.44 TC 269.24 �10 U STMIcor STM
105 106 107 Y
x STM 266 TC 269.50 �� B - - E
-- 4
5 114
7
, 269 /n `
• 26s � � 26s - To ° ,
267
266 -----__- -- _ - _ ---------------- -----
-------- ----- - ------ --
� w
r r r T ------ter r 8rr - r r T 8" PVC A
_------- ------ ----- -----
----- ,------$- -00l
------------------ -----------
- ------------------
■ I '1 TOP RIM=269.49'
1 / I LOW HANGING OVERHEAD - ` 1
TOP V=264. 9J' TUU E!E RESET CL INV=258.62'
B ',CL INV=257.28' POWERLINE TO BE RAISED FOR -'�
C MIN CLEARANCE TO BE COORD.
SIGNALIZED INTERSECTIpN ! \ -- WITH UTILITY COMPANY
A 4
- - - -
w � w w ff-
s w w w w w w w CONCRETE MEDIAN
- - - - - - - - - -
= / CONCRETE MEDIAN
U.S. 74 MySllNS
EX. SIGNAL TO BE MODIFIED BY ---
APPROXIMATELY 14,023 ADT OTHERS
ASPHALT PAVED PUBLIC ROADWAY I \
(150' PUBLIC R/W) �_ T
_________(45 MPH SPEED LIMIT) - �_ -- w--- w--- w
--_'_
O `- _ g G G---- G--- G ----- -
' 1
I -
--------------------
------------------
------ ) I
----
I I I�
I I �
I I I
I I I I I
I I I I
I I I fill I
I I I I
I I I I
I I I I
I I I I
I I I I
ADA INSTRUCTIONS TO CONTRACTOR
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 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:
1. PARKING SPACES AND PARKING AISLES - SLOPE SHALL NOT EXCEED 1:50 (1/4" PER FOOT OR NOMINALLY 2.0%) IN
ANY DIRECTION.
2. CURB RAMPS - SLOPE MUST NOT EXCEED 1:12 (8.3%) FOR A MAXIMUM OF SIX (6) FEET.
3. 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.
4. PATH OF TRAVEL ALONG ACCESSIBLE ROUTE - MUST PROVIDE A 48 -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 1:20 (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.
5. 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 A117.1-2003 AND OTHER
REFERENCED INCORPORATED BY COD.)
6. WHEN THE PROPOSED CONSTRUCTION INVOLVES RECONSTRUCTION, MODIFICATION, REVISION OR EXTENSION OF
OR TO ADA COMPONENTS FROM EXISTING DOORWAYS OR SURFACES, CONTRACTOR MUST VERIFY EXISTING
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.
7. 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.
GRADING NOTES
1. STORM AND SANITARY SEWER PIPE LENGTHS INDICATED ARE NOMINAL AND MEASURED CENTER OF INLET AND/OR
MANHOLES STRUCTURE TO CENTER OF STRUCTURE.
2. CURB REVEALS ARE 6" UNLESS OTHERWISE NOTED. FLUSH CURB REVEAL IS 0".
3. SEE SHEET C-0.1 FOR ALL GENERAL GRADING & UTILITY NOTES.
IT IS RECOMMENDED THAT THE CONTRACTOR REVIEW THE INTENDED CONSTRUCTION WITH THE LOCAL BUILDING
CODE OFFICIAL PRIOR TO COMMENCING WORK.
N64°47'15 "W
184.45' (TIES
L
40 20 10 0 40
1.1= 40'
T� F" ¢
z2 o �w
1 0 �z
!�1
,4 0u.i w = z
^. P4 _ 0¢ LL 0 w
�. P��, P4 J=HQO a�
zRE
PG' o
0 ~4H
z ¢� a¢ og
aax }z¢ S'2
� U
r� wZ,¢ ID ow
wm_2 >K
w�jP4 <U)=LUZZ> mw
�=co Lu<
wCxixm Fx xCr zN
0 4z w O w¢ 0 O w6i im�
�U) W 001)Z0 a
E ♦�����♦ rw
�
z 4 o
Q �¢
Of m
00 ¢
of a �o
s
I4 z }o W }
WQ¢�zW=r
Z � g Y Y� a o 0
C�P4 w0DEOfOf-w
w�
HZ z 0 0 LU -
b¢ w 0» o o w
W a w O w w w
xzmzzza
ow
U2� oma'
F�
REVISIONS
REV
DATE
GRADING LEGEND
BY
1
EX/STING NOTE
LIDL PLAYBOOK REV.
TYPICAL NOTE TEXT
PROPOSED NOTE
--
PROPERTY LINE
----600--____-
CONTOUR & ELEVATION
,`
WATER MAIN
W W
GAS LINE
_G
-G
-E
E
E
ELECTRIC LINE
_E
-E
-T
T
T
TELEPHONE LINE
-OH-OH-OH-
OVERHEAD WIRES
-FO
FO
FO
FIBER OPTIC LINE
STORM PIPE
SANITARY PIPE
-S
-S
LIMITS OF DISTURBANCE
LOD LOD
DIRECTION OF DRAINAGE
FLOW ARROW
TOP & BOTTOM OF WALL
ELEVATION
TW XXX.XX
BW XXX.XX
TOP OF CURB
GRADE ELEVATION
TC XXX.XX
HIGH POINT & FINISHED
GRADE ELEVATION
HP XXX.XX
G XXX.XX
$
AREA/YARD LIGHT
SANITARY CLEAN OUT
O
SANITARY MANHOLE
❑❑
STORM INLET
O
STORM MANHOLE
O
FIRE HYDRANT
UTILITY VALVE
$
UTILITY POLE
O
L
40 20 10 0 40
1.1= 40'
T� F" ¢
z2 o �w
1 0 �z
!�1
,4 0u.i w = z
^. P4 _ 0¢ LL 0 w
�. P��, P4 J=HQO a�
zRE
PG' o
0 ~4H
z ¢� a¢ og
aax }z¢ S'2
� U
r� wZ,¢ ID ow
wm_2 >K
w�jP4 <U)=LUZZ> mw
�=co Lu<
wCxixm Fx xCr zN
0 4z w O w¢ 0 O w6i im�
�U) W 001)Z0 a
E ♦�����♦ rw
�
z 4 o
Q �¢
Of m
00 ¢
of a �o
s
I4 z }o W }
WQ¢�zW=r
Z � g Y Y� a o 0
C�P4 w0DEOfOf-w
w�
HZ z 0 0 LU -
b¢ w 0» o o w
W a w O w w w
xzmzzza
ow
U2� oma'
F�
REVISIONS
REV
DATE
COMMENT
BY
1
6/15/16
LIDL PLAYBOOK REV.
PMA
KNOW WHAT'S BELOW
ALWAYS CALL 811
BEFORE YOU DIG
It's fast. It's free. It's the law.
NOT APPROVED FOR
CONSTRUCTION
PROJECT No.: NCR151000
DRAWN BY: PMA
CHECKED BY: MAR
DATE: 10/19/15
SCALE: 1" = 40'
CAD 1. D.: SS1
PROJECT:
ROCKINGHAM
GROCERY
FOR
LIDL US
OP]�JI�A� IfN-.' S
LLC
L.00ATION OF SITE
705 U.S. 74 BUSINESS
RICHMOND COUNTY
ROCKINGHAM, NC 28379
4011 WESTCHASE BLVD., SUITE 290
RALEIGH, INC 27607
Phone: [phone]
Fax: [phone]
CARO
°o ��FESS/0�9 0.
2016.06.24
SHEET TITLE:
GRADING &
SHEET NUMBER:
C 3,

H:\2015\NCRT5T000\DRAWINGS\PLAN SEES\NCR151000DAT.DWG PRINTED BY: PASCHE 6.24.16 0 3:34 PM LAST SAVED 6Y: EBLOCHER

H:\2015\NCR151000\DRAWINGS\PUN SEES\NCR151000SS1.DWG PRIMED BY: PASCHE 6.24.16 0 3:35 PN VST SAVED BY: PASCHE

AREA= 784 S.F. / 0.018
AREA WITHIN POSSIBLE I
_ZONED R=20
ZONED 0-/
AREA= 3,714 S.F. / 0.085 ACRE t
AREA WITHIN POSSIBLE OVERLAP
_ e
CONCRETE MONUMENT
(EX159NG)
,
n�--------- --'J
LIMITS OF
DISTURBANCE
(TYP.)
r
,I
SILT FENCE
OUTLET (TYP.)
SILT FENCE-
(TYP.)
TEMPORARY
DIVERSION
DIKE (DD 2)
,
1" ElP
(sae)
rn
X,
oW� 1
FOUNTAIN POINTE APARTMENTS, LP
PIN. 7472-0295-8703
ROBERT B. WILLIAMS, 1R.\` - n� �' ( v D. 8. 1655, PG 121
PIN: 7472-0996-3244 SLIDE 533-D
D.B. 1106, PG. 377 \�2 , \\ , \ N ZONED B-3 11
SLIDE 388-A _ , USE- RESIDENTIAL
ZONED 0-1, R-20 %= c t 11 11 SITE CURRENTL Y UNDER CONSTRUCTION
USE VACANT � -'� � . � -I II 11kjk', ' (OBSERVED EV/DE- - OF CURRENT EARTH MOVING WORK)
X66
1
28 L EXIST. "NOS LINE
` - w V'i
\-ONE-DAM no
\4TOP 0`yT
� D O
O i II' - ---- -----------
LIMITS OFA1'\\ \\\, ��
DISTURBANCE \ p;�se°s, 4�� (I 11
------- i TYP. I \+ o LIMITS OF 1/D
SILT FENCE
(TYP.) s °o
(TYP.)'`"t DISTURBANCE 1 , \ . ` , .'i
262 j I r FOLLOWS
:PROPERTY LINE ----
BRI
\ `/ ♦ 1 1 I , 11 /RI c_ -__--=----------- �"� 17iJ {\` t'•� /_ '+
p TEMPORARY 1', ,' \
DIVERSION
's DIKE (DD 2)
E_217.14 TOTi_ _ _ 3/4„ fP
20 673261
/ 11 1 .�', 1 \\ I 1 Y J`/ ,{ i 1 1 • i ', 11
\ I , / \1 , \ 1 , 1 1 1 1 `\ ' 1 Y•/Jt`' \ ` \{ r 1 1 + 1 1 I 1
t
TEMPORARY
�\/ SOIL STOCKPILE I \ _ 1 /
CATTZ-A-D TRtfS \ \ 4 LIMITS OF
(TBR) ,1 `\ : ii 'i DISTURBANCE
(,d.�6'/\�\//\ // \� �\ I � \\ i ``. \ � ', 11 •\ I I, ', ', \ � \\ \ \, � 1 1 (TYP.)
1N.98I;_--''
lNVi \ I WOQDS (TBRR { '
-260.93'
I X \ 1 11 + \ { • \
14
I
WOODS (T,0) � I ^,
%-------- i SILT FENCE'' _ , y I 4 ; A I it
\ ; ♦ LIMITS OF
l ` I TYP. . / ,' / St`` \\ .i '
DISTURBANCE , (TYP.)
; � / / / r I \ + } , I Y •' I 1
(TYP.) ; I ♦ / i
- ------ ,
( -1 TEMP. NAG S75 BLANKET
EMERGENCY SPILLWAY / I r - `1`•-�- I I
' \\♦ (STAPLEca\TTERN'D') JdO , i I J l' i I I }
L00000�o°000°a MIN.B'WIDTH
M,0;0100�+,, °0 /
- r ` LIMITS OF
°0 1^ 1 I i� - DISTURBANCE
°°pO MAXIMUM LAND DISTURBANCE = 4.67 ACRES ; ; W001�� (T�R) -� { `'' (TYP.)
V/ 1 I , o , i ,�1 / r_ ` } I \ { r , , TYP.
ROBERT B. WILLIAMS ✓R. PROP. NAG S75 (STAPLE
\ .\r ' y \ { ,
/ MAXIMUM DRAINAGE AREA TO SEDIMENT BASIN = 3.87 ACRES
R PATTERN 'B' �� 25g �6 J y { ,
PIN: 7472-0996-3244 , _, ,
� ,■�- ,� \ SCATTERED TREES
DB. 1106, PG. 377
D.
M �o ♦ PROP 2 5" SKIMMER 1 I
BRUSH
SLIDE 388-A\(TBR)
ZONED 0-1, R-20 ,`; j ---- o /% // ♦� N I ` \\; \ ��'��/TEMPORARY i r, % 1'I ♦ �� \ S
USE. RESIDENTIAL �� `\ \ ` \
�` i I / N BAFFLES
,
LIMITS OF I i ♦ , ( \ v \ I� \ N i `.,i 30'
DISTURBANCE�
11 I _
TYP.
1 WOOD) T
5. r i ' r II \\ -_ \ -� \,, �-�7�� `�^ T \ 1 , 1 •\ I , 1 '\ 0 1 � , I { � � O ' r 1
1 A\` �EX>, ON+C ,gWL➢/L \ I , 1 r I \ I
PROP. RIP RAP OUTLET \ 1 I \ CONCRETE 1!
, `\ - - \tom `\ \ i ' 11 TEMPORARY I WASHOUT
-! PROTECTION (EW -2) i �\ �� ` \, , X SCATTERED TR
DIVERSION
8�_\ ��\ »- r I( XI )♦ 1 (REFER TO {{SILT FENCE W00L� DIKE (DD 1) BRUSH -2.0)SHEET D
(TYP{ :. , ' �;''•i;\
SILT FENCE \ { 4 EIRy
» P , » . (TYP.) { ; (A)
PROP. SILT cP \ L� lR ter\ 57 n91 Z O - - - -- - -- - -- --- '\` ' 4 �_�_ ' 1-, r
FENCE OUTLET -- - --- �. , ! �.�: •�i.�,• . ..'... _ FO---, r-- ` -ar--- � Po-} ru __ - '\
TYP. -- ---' Po 1 �h'^7�xaltriA,AAiariYsaheAAAAM/�AAA/ 'i--=---------
S70°U4-29_ E
(TYP.) - - �_ _-- _ - ' --- --- _ Oy _ _ _ ----_ - ------ _ -= ,. A -AA _ ________________=-___�__ -�_ , - _-----------_
--- -
-----
---- - ,-------- .-- ------ --- ____------ - �-m-__ a -- w===�--- -- �-m= -__ __=- -_ '"`- --- -------------------------------- - -
274 81 (T1E) ---- --- - - - - - ------------- --- -- ----
----- - -- - -
"-------- CHE--------------- -------------------' ---' --- --- ---_ - - - - - -'
'----------------- - - -'X---- O CK DAM ---------- ----_ _ ------ --------------------- y ----------------------- -- ------
--------------
I
tea,-'---rw �--er- m mv. � B ` �.g
PR =
»PVL` P � _--_
---__-----'a - - --- - ------ ----------__
� V w w IP W
-----------' r (TYP.)- r r r____- -r r r� rr r__ - i r i r' _hF- r __= SILT FENCE r -
\ ---- ■ ----- ------ _----- ------ OUTLE -----
----------- Br, VC L--- - - - -
s r r r r -r
-�--------------------------TOe R1M=261.1'------------- ss.�a8 t3a l '
_ ---r------ -------------------- -
- - I LIMITS OF / LIMITS OF
_ TOP RIM=258.89' CL INV=254.97' ■
_CL.lNL/ 252Fz1' I DISTURBANCE ,' TOP RIM=264.93, dE RES, CONSTRUCTION r /A1V=265.20' lNV=265.70 i ` DISTURBANCE �-
ENTRANCE(REFER y.
` (TYP.) ` CL lNV=257.28' . W/FES (TBR) W/FES (TBR) (TSP) I
--------__-____-_--EP SIGNALIZED INTERSf-6VIV 4 �` TO SHEET D-2.0) C�
----------------------- --` -----------
a GRASS MED/AN ❑0 1w w w w w w -�-
-- --- -I-
I��-
�w w w w w w w W
----------------
w
TEMPORARY DIVERSION DIKE
-
EP �
Ep
�
�■
TEMPORARY CONTOUR
w�
,w� - - - - - --------------------------------------------------------
PROP. 15'X 50' CONST. ENTRANCE
U.S, 74 - BUSINESS
TEMPORARY SOIL STOCKPILE
APPROXIMATELY 14,023 ADT
_
DUST CONTROL
®
ASPHALT PAVED PUBLIC ROADWAY
®
----- --------�
PUBLIC RLW)
� -----------------------------------------�\
❑
M
(455 MPH SPEED LIMIT)
-----�---------------------- - - w w w-
�2-
w
�r-- ----- - ------ _ G G
------- �G G )GT --------------------
---------------_ a
----- ------ _ -----_
, m
/
' I I
-- -
1
1 I I I
I I I I
I I I I
I I I I
I I I I
I I I I
I I I I
cT\
N 0
H:\2015\NCR151000\DRAWINGS\PUN SEES\NCR151000SS1.DWG PRIMED BY: PASCHE 6.24.16 0 3:35 PN VST SAVED BY: PASCHE
w-
- - - - - - - - CONCRETE MEDIAN
ALDI (N.C.) L.L.C.
PIN: 7472-0295-9336
D. B. 1452, PG. 129
ZONED 8-3
USE .• GROCERY STORE
4 EIR
m
11 � N g25'200
� o
0
OUTPARCEL HOLDINGS, L.L.C.
PIN.- 7472-0295-9153
D.B. 1659, PG. 240
SLIDE 773-V
ZONED B-3
USE- FAST FOOD RESTAURANT
3/4 " E/P
s
EP
------- ----------
TOP RIM=269.49'
CL INV=258.62'
-w �nNCRETE MEDIAN
�-------------- - -c---------
1 -----------
----------------------- -------------------- - !
w w w w a -•c -✓z __ w __-__ _ --
G_- G G G -- G ---
--___-- -----
/
-------------- ----------------------------
EP
I I
N64°47'16 "W
184.45' (TlE)
EROSION CONTROL LEGEND
sF sF sF
SILT FENCE
-10o, III- 10,-
TEMPORARY DIVERSION DIKE
- - - - - - - - - - - - -
LIMITS OF DISTURBANCE
- - - - - - -
TEMPORARY CONTOUR
PMA
PROP. 15'X 50' CONST. ENTRANCE
m m m m m m m
TEMPORARY BAFFLE
TEMPORARY SOIL STOCKPILE
CONCRETE WASH
DUST CONTROL
®
SILT FENCE OUTLET
®
CHECK DAM
C o
❑
M
E]
EROSION CONTROL MATTING
(SEE NOTES ON PLANS FOR MATTING TYPE)
.. .. ..
SOILS BOUNDARY
JmA
JOHNSTON MUCKY LOAM
(0% - 2% SLOPES)
PoB
PELION LOAMY SAND
(2% - 8% SLOPES)
AcB
AILEY LOAMY SAND
(0% - 8% SLOPES)
EROSION CONTROL NOTES.
1. A LAND DISTURBANCE PRE -CONSTRUCTION MEETING IS REQUIRED PRIOR TO ANY DISTURBANCE ON THE
SITE.
2. ALL CONSTRUCTION SHALL COMPLY WITH NCDENR STANDARDS AND SPECIFICATIONS.
3. LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES ARE SHOWN FROM THE BEST AVAILABLE
RECORDS AND FROM A SURVEY OF ABOVE GROUND FEATURES. ALL EXISTING UTILITY LOCATIONS MUST
BE INDEPENDENTLY CONFIRMED BY THE CONTRACTOR PRIOR TO THE COMMENCEMENT OF
CONSTRUCTION.
4. SITE GRADING AND EXCAVATION MUST BE PERFORMED IN ACCORDANCE WITH THESE PLANS,
SPECIFICATIONS, AND RECOMMENDATIONS SET FORTH IN THE GEOTECHNICAL REPORT REFERENCED IN
THIS PLAN SET, EXCAVATION AND EARTH MOVING OPERATIONS MUST BE PERFORMED UNDER THE
SUPERVISION OF THE OWNER'S GEOTECHNICAL ENGINEER.
5. FOOTING EXCAVATIONS SHALL BE CONTINUOUSLY DEWATERED DURING CONSTRUCTION TO PREVENT
SETTLEMENT AND SEDIMENT DEPOSIT.
6. ALL TEMPORARY DIVERSIONS MUST BE INSTALLED WITH POSITIVE DRAINAGE AND SHALL OPPOSE
EXISTING GRADE WHEN NECESSARY TO PROVIDE A MINIMUM OF 0.5% LONGITUDINAL SLOPE.
7. ALL ADJACENT ROADWAYS TO THE SITE ARE TO BE SWEPT AND WASHED AT THE END OF EACH WORK DAY
TO REMOVE SEDIMENT FROM THE ROAD SURFACE.
8. ALL EROSION CONTROL MEASURES MUST BE INSPECTED AND PROPERLY MAINTAINED AT THE END OF
EACH WEEK AND AFTER EVERY RAINFALL EVENT.
9. INSTALL ADDITIONAL EROSION CONTROL MEASURES AS REQUIRED TO PREVENT SEDIMENT FROM
LEAVING THE SITE.
10. CONTRACTOR SHALL PERFORM PRACTICES AND PROCEDURES WHICH MINIMIZE AND PREVENT AIRBORNE
DUST OR OTHER PARTICLES FROM OCCURING. PARTICLES WHICH CAN BE PICKED UP AND CARRIED BY
WIND SHOULD BE PROTECTED WITH A TEMPORARY COVER OR KEPT UNDER CONTROL WITH WATER TO
PREVENT PARTICLES FROM BECOMING AIRBORNE AND FROM EXITING THE SITE PERIMETER. WATER
TRUCKS OR OTHER DUST CONTROL AGENTS SHALL BE USED AS NEEDED DURING CONSTRUCTION TO
MINIMIZE DUST GENERATE ON THE SITE. DUST CONTROL MUST BE PROVIDED BY THE CONTRACTOR TO A
DEGREE THAT IS IN COMPLIANCE WITH FEDERAL, LOCAL, AND STATE DUST CONTROL REGULATIONS. THE
USE OF MOTOR OILS AND OTHER PETROLEUM BASED OR TOXIS LIQUIDS FOR DUST SUPRESSION
OPERATIONS IS PROHIBITED.
PHASE ASE I EROSION CONTROL CONSTRUCTION
SEQUENCE:
1. POST REQUIRED DOCUMENTS NEAR THE PLANNED CONSTRUCTION EXIT, AND WITHIN EASY ACCESS TO
THE GENERAL PUBLIC WITHOUT ENTERING THE SITE.
2. STAKE/FLAG THE 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.
3. 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.
4. INSTALL STABILIZED CONSTRUCTION EXIT AND SET THE PROJECT OFFICE TRAILER.
5. INSTALL REMAINING PERIMETER SEDIMENT CONTROL BMPS, AS SHOWN ON THE SITE MAPS. CLEAR ONLY
THE MINIMUM AREA NECESSARY TO INSTALL PERIMETER CONTROL BMPS ONSITE AND OFFSITE.
6. CLEAR ONLY THE MINIMUM AREA ABSOLUTELY NECESSARY TO INSTALL SKIMMER SEDIMENT BASINS,
INCLUDING STOCKPILE AREAS NECESSARY FOR SPOIL FROM THESE REQUIRED STRUCTURAL SEDIMENT
CONTROL BMPS.
7. CONSTRUCT SKIMMER SEDIMENT BASIN WITH APPROPRIATE OUTFALL STRUCTURE AND PIPES, AS
SPECIFIED ON THE EROSION CONTROL PLANS.
8. STABILIZE SIDE SLOPES BOTTOM AND ALL SIDES OF EMBANKMENTS OR SLOPES OF SKIMMER SEDIMENT
BASIN IMMEDIATELY UPON COMPLETION, AS SPECIFIED ON THE EROSION CONTROL PLANS.
9. INSTALL TEMPORARY DIVERSION DIKES, CHECK DAMS, ETC., AS SPECIFIED ON THE EROSION CONTROL
PLANS.
10. STABILIZE SIDE SLOPES AND FLOW LINE TEMPORARY DIVERSION DIKES WITH SEED, FERTILIZER AND
ROLLED EROSION CONTROL PRODUCTS AS SPECIFIED IN THE EROSION CONTROL PLANS.
NOTE: THE GENERAL CONTRACTOR MAY COMPLETE CONSTRUCTION -RELATED ACTIVITIES CONCURRENTLY,
ONLY IF ALL PRECEDING BMPS AND STABILIZATION ACTIVITIES HAVE BEEN COMPLETELY INSTALLED. THE CEC
MUST APPROVE, IN WRITING, ANY CHANGES IN THE ABOVE IMPLEMENTATION SEQUENCE, BEFORE THEIR
IMPLEMENTATION BEGINS.
THE ESTIMATED DATES OF IMPLEMENTATION OF POLLUTION CONTROL MEASURES SHALL BE DOCUMENTED BY
THE CONTRACTOR.
ANY BORROW OR WASTE MUST UTILIZE A SITE WITH AN APPROVED
EROSION CONTROL PERMIT.
SOIL STABILIZATION SHALL BE ACHIEVED ON ANY AREA OF A SITE
WHERE LAND DISTURBING ACTIVITIES HAVE TEMPORARILY OR
PERMANENTLY CEASED ACCORDING TO THE FOLLOWING
SCHEDULE:
1. ALL PERIMETER DIKES, SWALES, DITCHES, PERIMETER
SLOPES, AND ALL SLOPES STEEPER THAN 3 HORIZONTAL TO 1
VERTICAL (3:1) SHALL BE PROVIDED TEMPORARY OR
PERMANENT STABILIZATION WITH GROUND COVER AS SOON
AS PRACTICABLE BUT IN ANY EVENT WITHIN 7 CALENDAR
DAYS FROM THE LAST LAND DISTURBING ACTIVITY.
2. ALL OTHER DISTURBED AREAS SHALL BE PROVIDED
TEMPORARY OR PERMANENT STABILIZATION WITH GROUND
COVER AS SOON AS PRACTICABLE BUT IN ANY EVENT WITHIN
14 CALENDAR DAYS FROM THE LAST LAND DISTURBING
ACTIVITY.
SILT FENCE OUTLETS ARE TO BE PROVIDED ALONG ALL LOW POINTS
OF SILT FENCE AND AREAS WHERE RUNOFF MAY CONCENTRATE
CAUSING DAMAGE TO SILT FENCE. CONTRACTOR TO INSTALL
OUTLETS AS NECESSARY TO ENSURE SILT FENCE IS FULLY
FUNCTIONAL THROUGHOUT THE DURATION OF CONSTRUCTION.
N
40 20 10 0 40
1.1= 40'
is
!�1 G z
=oQLLo w
QaF
J=HQO a�
U¢ H U o 0
v/ up ♦...♦ wa
z
z ¢� a¢ og
U
r� W �¢
�Wm�2>�
w �c��P4 ¢U)=�ZZ> mw
>wOOW Lu
z U WoW ¢ooW 65 im�
r� _j \n X 00 CO Z U a
�o
z �w
wP., o o ¢
z }o �W° a
}�}
Wa¢zwE
cn �J
Z J 2 Y Y U d o 0
W0 fY lY lYW wc�
HZzo0LL, W
b¢ W o> Y< o w
aWoWWW=
=ma R w
;mm)z ♦.....♦ �o
CC o m
cc
REVISIONS
REV
DATE
COMMENT
BY
1
6/15/16
LIDL PLAYBOOK REV.
PMA
KNOW WHAT'S BELOW
ALWAYS CALL 811
BEFORE YOU DIG
It's fast. It's free. It's the law.
NOT APPROVED FOR
CONSTRUCTION
PROJECT No.: NCR151000
DRAWN BY: PMA
CHECKED BY: MAR
DATE: 10/19/15
SCALE: 1" = 40'
CAD 1. D.: SS1
PROJECT:
ROCCKINGHAM
GROCERY
FOR
LIDL CJS
OPER1- TNOINS,
LLC
L.00ATION OF SITE
705 U.S. 74 BUSINESS
RICHMOND COUNTY
ROCKINGHAM, NC 28379
BOH LER
ENGINEERING NC, PLLC
NCBELS P-1132
4011 WESTCHASE BLVD., SUITE 290
RALEIGH, NC 27607
Phone: [phone]
Fax: [phone]
� H ,0
oo��FE9S/0�9o�
406 ~_
FiyGINE�� .�4�
2016.06.24
SHEET TITLE:
EROSION &
SEDIMENT
CONTROL PLAN
PHASE I
SHEET NUMBER:
C - 5, IV'

AREA= 784 S.F. / 0.018
AREA WITHIN POSSIBLE I
CONCRETE MONUMENT
(EX/ST/NG)
/
$�f--------- -- j
1" EIP
(SAB)
rn X,
oW� 1
U}
It I FOUNTAIN POINTE APARTMENTS, LP
M PIN- 7472-0295-8703
ROBERT B. WILLIAMS, 1R.�' ('
'\ D. 8. 1655, PG 121
PIN.- 7472-0996-3244 1 " E ` 1 SLIDE 533-D
$ `, ', ', '1
D.B. 1106, PG. 377 \�2, \\ ;` N ZONED B-3
SLIDE 388-A USE- RESIDENTIAL
ZONED 0-1, R-20 SITE CURRENTL Y UNDER CONSTRUCTION
USE. VACANT -'r i^,�6 111 1' ',''� (OBSERVED EVIDENCE OF CURRENT EARTH MOVING WORK)
,
-��
WETLAND AREA N TOP OF
�`, D4V PROP. CHANNEL 2 � O
i
LIMITS OF i -- ----- , NAG S75 (STAPLE n
1 , „ , \
i i \ DISTURBANCE i ;;ase°si 4 ,T i PATTERN'D')
SILT FENCE (TYP.) /ess LIMITS OF VD
iDISTURBANCE
(TYP.) FOLLOWS i C�O262 \I
�
261 \ \ 7 Z
LIMITS OF
DISTURBANCE _
(TYP.)
if
Z
I( `
_ 261
I
PROP. TEMP. INLET
PROTECTION (TYP.)
ti
?6O
\ � 7
\
ZONED R-20 A//_
SILT FENCE
i
ZONED 0-/ OUTLET (TYP.)
SILT FENCE
(TYP.)
AREA= 3,714 S.F. / 0.085 ACRE _i PROP. NAG S75
AREA WITHIN POSSIBLE OVERLAP Hca (STAPLE PATTERN 'B') ;
LIMITS OF
' DISTURBANCE
/
(TYP.)
' PROP. TEMP. INLET
/ \ I
--------- -T PROTECTtl@ (TYP.)
\ I '
I I
PROP. RIP RAP OUTLET
PROTECTION (EW -1)
ROBERTS. WILLIAMS, ✓R.
PIN.- 7472-0996-3244
v ' ,PROP. SC
D.S. 1106, PG. 377 ; \/ TENANCEAND / �� L�' `I, ti
SLIDE J88-ACEEASEMENT
i I _____ 1 I /
ZONED 0-1, R-20 1 \ \
USE. RESIDENTIAL i WETLAND AREA ��ti LOQ i
LIMITS OF
DISTURBANCE i 257 \
(TYP.)
259 \ \
PROP. RIP RAP OUTLET 261
PROTECTION (EW -2) ` ' \ 263
m SILT FENCE
I
f ,I (TYP.) ['s 264
- PROP. SILT •-
�`,`' FENCE OUTLET -- -- _, ::A
-- _
(TYP.)
----- ---
-- --- -
`
=-ter. rw er-�=-----"-
274.81 ' (TIE) ____--- . 'r --------
------
_ ---- - -
\ \`- ____ - PROP. ROCK _ �--�_-
` "---------------------------- - ------_-- _�_--- '"- - - CHECK DAM _ __----------------
--------
,.--------------- X11
` ----- - ■ T (TYP.) -_ _----L--- ' '-
--- Pvc �-- L
eq-
_ TOP R1M=261.----_-- ---
--� I -r TOP RIM -258.89' PROP. CHANNEL 1C 7' x
_CL."=252.61 -- NAG SC150 (STAPLE I
PATTERN'D') PROP. RIP RAP
--� - }- - - - - - - - - - (TYP.) R
GRASS MEDIAN 19
I w w w w W w--
w
--- w ---EP ------- .
-1-p W -
t- -------------------------------------------------------
�I -----�------------------- =�--_� -
--FP -- 1-------- -
-- _ --- w w w -----� - - ezff
_�- T,�r
- T!j -_--
----------
-----------------
----------------------- -------------
I �
I;
cT�
N 0
H:\2015\NCR151000\DRAWINGS\PUN SEES\NCR151000SS1.DWG PRIMED K. PASCHE 6.24.16 0 3:35 PN VST SAVED BY: PASCHE
f�i•iA�l�ff111f►�'viG�f�I/ Icr� ffw'e s �►1.•_II�_1►� �i FIs •Iii �i� �1_il�' •.7. ,
f111f111111/1fi1•ils�llflii�If�yTrl�l fib„
11111/Ii Q 11111Ii Q 11111If11�4 i1•11•1�•1�•lg1q�•1
I ��: fi�� 11� •1/1� IIi� its =.1� 11�� a1i1 f1/!� 1®1� Ii1.. zw_� s ar-14f f11:110� a11.111i1
tflClt/1/11fsi1fl.��.f�if�ifa.•IifNifVf,:�:��.S�i.1�s1111®.LIQ
�-G.'Sfl fli fi ��Ii •ice q-'�i �il� ®�` •i`�a'1`�fi fig fi Alilf ri� ,
i
r,.
It
DISTURBANCELIMITS OF
••.•
PATTERN 'D')
/ u31
PROPOSED GROCERY STORE
k,1
•4y1 11 11
PROTOTYPE: 267 -S -2-R
35,962 SF
y 111
i/
i.�a P t
153 PROVIDED PARKING SPACES
1 ".�•
ALDI (N.C.) L.L.C.
PIN.- 7472-0295-9336
D. B. 1452, PG. 129
ZONED S-3
USE .• GROCERY STORE
AINT NAWE & j%E4 ElR
S EAS M N
Lj
J ' 25,200
I , I
N / ,�\ I ,
f I � OUTPARCEL HOLDINGS, L.L.C.
I m -- I PlN• 7472-0295-9153
D.B. 1659, PG. 240
SLIDE 773-V
ZONED S-3
' m LIMI' OF DISTURBANCE USE` FAST FOOD RESTAURANT
/ r
(TYP.) 1�
fl
' , I
I /
/ ,\Luw i I I i
It
cV N / 26b N N f1
\ I E N
3/4 " SIP
E�E.74��,
PROP. NAG\U��U M
i S75 (STAPLE
PATTERN'S)
SILT FEN \\ y ` • ���,,
1 F`
/
269 ce•e7'j,. "If/'\ no nn' /iQ X117 /1/ °r1R' (TYP.
268 u r 7/ TT �... , o
?65
f0 - �- - - - r OH�E�
� Po 267 � -Fv-�
jy-
T T 1 r _ 8" PVC A
SILT FENCE _ ------ o
---------- ____ -----
-€---- OUTLET (TYP.)
'--•-�%Ms><aQp l- -------------- - ----------- ----------EP ------
LIMITS OF ; PROP. CHANNEL 16 $ PROP. ROCK LIMITS OF �I TOP 1?/1V=269.49'
DISTURBANCE I ; TOP RIM NAG S75 (STAPLE ET y CHECK DAM TYP. DISTURBANCE
% (TYP.) CL lNV=258.62'
(TYP.) .CL INV=23 PATTERN'D') (TYP.) I
SIGNALIZED INTERSE6VIV t
-- ---` -------------- =------ - - - - - - - - - - - - - - -
-� g
w -----------------
w w w w w w w w w w w w
CONCRETE MEDIAN
U.S,74 - BUSINESS CONCRETE MED/AN
------------
APPROXIMATELY 14,023 ADT
ASPHALT PAVED PUBLIC ROADWAY I -�
(150' PUBLIC R/W) �. T_______ _ - Ep ___-
(45 MPH SPEED LIMIT) '
EP ------_ ------------
EF
w--- _ 1r _ w w w r _e w
GG
1111
I I I---
I I I
I I I I I
j I I I
I I I fill I
I I I I
I I I I
I I I I
I I I I
i I I I
N64°47'16 "W
184.45' (TIES
EROSION CONTROL LEGEND
SF SF SF
SILT FENCE
-� 10-
TEMPORARY DIVERSION DIKE
- - - - - - - - - - - - -
LIMITS OF DISTURBANCE
- -
TEMPORARY CONTOUR
o�
PROP. 15'X 50' CONST. ENTRANCE
m m m m m m m
TEMPORARY BAFFLE
STOCKPILES THAT ARE SCHEDULED OR LIKELY TO REMAIN INACTIVE FOR 7 DAYS OR MORE.
TEMPORARY SOIL STOCKPILE
5. IMMEDIATELY PERMANENTLY STABILIZE AREAS TO BE VEGETATED AS THEY ARE BROUGHT TO FINAL
CONCRETE WASH
GRADE.
DUST CONTROL
®
SILT FENCE OUTLET
®
CHECK DAM
o -11
❑
EROSION CONTROL MATTING
(SEE NOTES ON PLANS FOR MATTING TYPE)
.. .. ..
SOILS BOUNDARY
JmA
JOHNSTON MUCKY LOAM
(0% - 2% SLOPES)
PoB
PELION LOAMY SAND
(2% - 8% SLOPES)
Ao13
AILEY LOAMY SAND
(0% - 8% SLOPES)
EROSION CONTROL NOTES.
1. A LAND DISTURBANCE PRE -CONSTRUCTION MEETING IS REQUIRED PRIOR TO ANY DISTURBANCE ON THE
SITE.
2. ALL CONSTRUCTION SHALL COMPLY WITH NCDENR STANDARDS AND SPECIFICATIONS.
3. LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES ARE SHOWN FROM THE BEST AVAILABLE
RECORDS AND FROM A SURVEY OF ABOVE GROUND FEATURES. ALL EXISTING UTILITY LOCATIONS MUST
BE INDEPENDENTLY CONFIRMED BY THE CONTRACTOR PRIOR TO THE COMMENCEMENT OF
CONSTRUCTION.
4. SITE GRADING AND EXCAVATION MUST BE PERFORMED IN ACCORDANCE WITH THESE PLANS,
SPECIFICATIONS, AND RECOMMENDATIONS SET FORTH IN THE GEOTECHNICAL REPORT REFERENCED IN
THIS PLAN SET, EXCAVATION AND EARTH MOVING OPERATIONS MUST BE PERFORMED UNDER THE
SUPERVISION OF THE OWNER'S GEOTECHNICAL ENGINEER.
5. FOOTING EXCAVATIONS SHALL BE CONTINUOUSLY DEWATERED DURING CONSTRUCTION TO PREVENT
SETTLEMENT AND SEDIMENT DEPOSIT.
6. ALL TEMPORARY DIVERSIONS MUST BE INSTALLED WITH POSITIVE DRAINAGE AND SHALL OPPOSE
EXISTING GRADE WHEN NECESSARY TO PROVIDE A MINIMUM OF 0.5% LONGITUDINAL SLOPE.
7. ALL ADJACENT ROADWAYS TO THE SITE ARE TO BE SWEPT AND WASHED AT THE END OF EACH WORK DAY
TO REMOVE SEDIMENT FROM THE ROAD SURFACE.
8. ALL EROSION CONTROL MEASURES MUST BE INSPECTED AND PROPERLY MAINTAINED AT THE END OF
EACH WEEK AND AFTER EVERY RAINFALL EVENT.
9. INSTALL ADDITIONAL EROSION CONTROL MEASURES AS REQUIRED TO PREVENT SEDIMENT FROM
LEAVING THE SITE.
10. CONTRACTOR SHALL PERFORM PRACTICES AND PROCEDURES WHICH MINIMIZE AND PREVENT AIRBORNE
DUST OR OTHER PARTICLES FROM OCCURING. PARTICLES WHICH CAN BE PICKED UP AND CARRIED BY
WIND SHOULD BE PROTECTED WITH A TEMPORARY COVER OR KEPT UNDER CONTROL WITH WATER TO
PREVENT PARTICLES FROM BECOMING AIRBORNE AND FROM EXITING THE SITE PERIMETER. WATER
TRUCKS OR OTHER DUST CONTROL AGENTS SHALL BE USED AS NEEDED DURING CONSTRUCTION TO
MINIMIZE DUST GENERATE ON THE SITE. DUST CONTROL MUST BE PROVIDED BY THE CONTRACTOR TO A
DEGREE THAT IS IN COMPLIANCE WITH FEDERAL, LOCAL, AND STATE DUST CONTROL REGULATIONS. THE
USE OF MOTOR OILS AND OTHER PETROLEUM BASED OR TOXIS LIQUIDS FOR DUST SUPRESSION
OPERATIONS IS PROHIBITED.
PHASE ASE 11 EROSION CONTROL CONSTRUCTION
REniTENCE°
�0 o
C.) �w
�z
!11111141 w of = z
^. P4 = O Q LL D w
(D _j om
JxHQO a�
aH(n o0
u ♦ ... ♦ w a
z I4�
Z a� as og
aax
O
r� ww¢ 0<�Z ow
� �F-ED >o
w ��P4 ¢v�ix�ZZ> mw
>wOOwwQ
W�xm2xx� zN
Z 1 58'w a0o65 im�
w
r� _jU)W mCOZO a
W
C� p" O O a
11 z } o Fw ° a
w} ¢ �}
z
Y'w
Q 6- �J
.� z�gYa o0
Lu�12()f- wz
H-Zz OOww F�
b� ¢ W O}}� - o w
bbl awOwwwx
xma Rw
P4� ♦.....♦ E o
u2� om
REVISIONS
REV
DATE
COMMENT
BY
1
6/15/16
LIDL PLAYBOOK REV.
PMA
4. TEMPORARILY STABILIZE, THROUGHOUT CONSTRUCTION IMMEDIATELY FOLLOWING THE COMPLETION OF
THE MOST RECENT LAND DISTURBING/GRADING ACTIVITY, ANY DISTURBED AREAS, INCLUDING MATERIAL
DRAWN BY: PMA
STOCKPILES THAT ARE SCHEDULED OR LIKELY TO REMAIN INACTIVE FOR 7 DAYS OR MORE.
CHECKED BY: MAR
5. IMMEDIATELY PERMANENTLY STABILIZE AREAS TO BE VEGETATED AS THEY ARE BROUGHT TO FINAL
DATE: 10/19/15
GRADE.
SCALE: 1" = 40'
6. INSTALL UTILITIES, UNDERDRAINS, STORM SEWERS, CURBS AND GUTTERS.
7. INSTALL RIP RAP AROUND OUTLET STRUCTURE WHEN OUTLET STRUCTURE IS INSTALLED.
CAD 1. D.: SS1
KNOW WHAT'S BELOW
ALWAYS CALL 811
BEFORE YOU DIG
It's fast. It's free. It's the law.
8. INSTALL INLET PROTECTION AT ALL STORM SEWER STRUCTURES AS EACH INLET STRUCTURE IS PROJECT:
-44
INSTALLED.
9. PREPARE SITE FOR PAVING. ROC1T,Y�j� �L]INGA /((
10. PAVE SITE. J� ��y�
11. INSTALL APPROPRIATE INLET PROTECTION DEVICES FOR PAVED AREAS AS WORK PROGRESSES, PER BMP ��®����
DETAILS.
12. COMPLETE GRADING AND INSTALLATION OF PERMANENT STABILIZATION OVER ALL AREAS.
13. AFTER ALL UPSTREAM DRAINAGE AREAS HAVE BEEN PERMANENTLY STABILIZED, EXCAVATE ANY
SEDIMENT WITHIN THE SKIMMER SEDIMENT BASIN AND INSTALL THE PROPOSED WET -POND BASIN AS FOR
DESIGNED, INCLUSIVE OF IMMEDIATELY STABILIZING THE DISTURBED AREAS DURING THE CONVERSION
PROCESS. LIDL U
14. OBTAIN CONCURRENCE FROM THE OWNER THAT THE SITE HAS BEEN FULLY STABILIZED AND ALL S
CONSTRUCTION HAS BEEN COMPLETED, THEN: OPERATIONS
a. REMOVE ALL REMAINING TEMPORARY EROSION AND SEDIMENT CONTROL BEST MANAGEMENT
PRACTICES (BMPS),
b. STABILIZE ANY AREAS DISTURBED BY THE REMOVAL OF TEMPORARY BMPS, AND CONTACT THE LLC
NCDENR EROSION CONTROL INSPECTOR TO COMPLETE A FINAL NOT SITE INSPECTION AND REPORT.
15. CONTINUE DAILY INSPECTIONS AND REPORTS UNTIL NOT IS ISSUED BY NCDENR. L.00 ATION OF SITE
NOTE: THE GENERAL CONTRACTOR MAY COMPLETE CONSTRUCTION -RELATED ACTIVITIES CONCURRENTLY, 705 U.S. 74 BUSINESS
ONLY IF ALL PRECEDING BMPS AND STABILIZATION ACTIVITIES HAVE BEEN COMPLETELY INSTALLED. THE CEC RICHMOND COUNTY
MUST APPROVE, IN WRITING, ANY CHANGES IN THE ABOVE IMPLEMENTATION SEQUENCE, BEFORE THEIR ROCKINGHAM, NC 28379
IMPLEMENTATION BEGINS.
THE ESTIMATED DATES OF IMPLEMENTATION OF POLLUTION CONTROL MEASURES SHALL BE DOCUMENTED BY
Ilk -
THE CONTRACTOR.
ANY BORROW OR WASTE MUST UTILIZE A SITE WITH AN APPROVED
EROSION CONTROL PERMIT.
SOIL STABILIZATION SHALL BE ACHIEVED ON ANY AREA OF A SITE
WHERE LAND DISTURBING ACTIVITIES HAVE TEMPORARILY OR
PERMANENTLY CEASED ACCORDING TO THE FOLLOWING
SCHEDULE:
1. ALL PERIMETER DIKES, SWALES, DITCHES, PERIMETER
SLOPES, AND ALL SLOPES STEEPER THAN 3 HORIZONTAL TO 1
VERTICAL (3:1) SHALL BE PROVIDED TEMPORARY OR
PERMANENT STABILIZATION WITH GROUND COVER AS SOON
AS PRACTICABLE BUT IN ANY EVENT WITHIN 7 CALENDAR
DAYS FROM THE LAST LAND DISTURBING ACTIVITY.
2. ALL OTHER DISTURBED AREAS SHALL BE PROVIDED
TEMPORARY OR PERMANENT STABILIZATION WITH GROUND
COVER AS SOON AS PRACTICABLE BUT IN ANY EVENT WITHIN
14 CALENDAR DAYS FROM THE LAST LAND DISTURBING
ACTIVITY.
SILT FENCE OUTLETS ARE TO BE PROVIDED ALONG ALL LOW POINTS
OF SILT FENCE AND AREAS WHERE RUNOFF MAY CONCENTRATE
CAUSING DAMAGE TO SILT FENCE. CONTRACTOR TO INSTALL
OUTLETS AS NECESSARY TO ENSURE SILT FENCE IS FULLY
FUNCTIONAL THROUGHOUT THE DURATION OF CONSTRUCTION.
110
A
IN
40 20 10 0 40
1.1= 40'
BOH LER
ENGINEERING NC, PLLC
NCBELS P-1132
4011 WESTCHASE BLVD., SUITE 290
RALEIGH, INC 27607
Phone: [phone]
Fax: [phone]
CARO
S/0�9
- I -
406 ~_
FivGINE4'
1111\`\` 2016.06.24
SHEET TITLE:
EROSION &
SEDIMENT
CONTROL PLAN
PHASE 11
SHEET NUMBER:
C-51
1. BEGIN CLEARING, GRUBBING, AND STRIPPING THE SITE. (PHASE CLEARING AND GRUBBING TO THE
NOT APPROVED FOR
EXTENT PRACTICAL TO MINIMIZE THE AMOUNT OF AREA DISTURBED AT ANY POINT IN TIME)
2. BEGIN GRADING THE SITE.
CONSTRUCTION
3. START CONSTRUCTION OF BUILDING PAD AND STRUCTURES.
PROJECT No.: NCR151000
4. TEMPORARILY STABILIZE, THROUGHOUT CONSTRUCTION IMMEDIATELY FOLLOWING THE COMPLETION OF
THE MOST RECENT LAND DISTURBING/GRADING ACTIVITY, ANY DISTURBED AREAS, INCLUDING MATERIAL
DRAWN BY: PMA
STOCKPILES THAT ARE SCHEDULED OR LIKELY TO REMAIN INACTIVE FOR 7 DAYS OR MORE.
CHECKED BY: MAR
5. IMMEDIATELY PERMANENTLY STABILIZE AREAS TO BE VEGETATED AS THEY ARE BROUGHT TO FINAL
DATE: 10/19/15
GRADE.
SCALE: 1" = 40'
6. INSTALL UTILITIES, UNDERDRAINS, STORM SEWERS, CURBS AND GUTTERS.
7. INSTALL RIP RAP AROUND OUTLET STRUCTURE WHEN OUTLET STRUCTURE IS INSTALLED.
CAD 1. D.: SS1
8. INSTALL INLET PROTECTION AT ALL STORM SEWER STRUCTURES AS EACH INLET STRUCTURE IS PROJECT:
-44
INSTALLED.
9. PREPARE SITE FOR PAVING. ROC1T,Y�j� �L]INGA /((
10. PAVE SITE. J� ��y�
11. INSTALL APPROPRIATE INLET PROTECTION DEVICES FOR PAVED AREAS AS WORK PROGRESSES, PER BMP ��®����
DETAILS.
12. COMPLETE GRADING AND INSTALLATION OF PERMANENT STABILIZATION OVER ALL AREAS.
13. AFTER ALL UPSTREAM DRAINAGE AREAS HAVE BEEN PERMANENTLY STABILIZED, EXCAVATE ANY
SEDIMENT WITHIN THE SKIMMER SEDIMENT BASIN AND INSTALL THE PROPOSED WET -POND BASIN AS FOR
DESIGNED, INCLUSIVE OF IMMEDIATELY STABILIZING THE DISTURBED AREAS DURING THE CONVERSION
PROCESS. LIDL U
14. OBTAIN CONCURRENCE FROM THE OWNER THAT THE SITE HAS BEEN FULLY STABILIZED AND ALL S
CONSTRUCTION HAS BEEN COMPLETED, THEN: OPERATIONS
a. REMOVE ALL REMAINING TEMPORARY EROSION AND SEDIMENT CONTROL BEST MANAGEMENT
PRACTICES (BMPS),
b. STABILIZE ANY AREAS DISTURBED BY THE REMOVAL OF TEMPORARY BMPS, AND CONTACT THE LLC
NCDENR EROSION CONTROL INSPECTOR TO COMPLETE A FINAL NOT SITE INSPECTION AND REPORT.
15. CONTINUE DAILY INSPECTIONS AND REPORTS UNTIL NOT IS ISSUED BY NCDENR. L.00 ATION OF SITE
NOTE: THE GENERAL CONTRACTOR MAY COMPLETE CONSTRUCTION -RELATED ACTIVITIES CONCURRENTLY, 705 U.S. 74 BUSINESS
ONLY IF ALL PRECEDING BMPS AND STABILIZATION ACTIVITIES HAVE BEEN COMPLETELY INSTALLED. THE CEC RICHMOND COUNTY
MUST APPROVE, IN WRITING, ANY CHANGES IN THE ABOVE IMPLEMENTATION SEQUENCE, BEFORE THEIR ROCKINGHAM, NC 28379
IMPLEMENTATION BEGINS.
THE ESTIMATED DATES OF IMPLEMENTATION OF POLLUTION CONTROL MEASURES SHALL BE DOCUMENTED BY
Ilk -
THE CONTRACTOR.
ANY BORROW OR WASTE MUST UTILIZE A SITE WITH AN APPROVED
EROSION CONTROL PERMIT.
SOIL STABILIZATION SHALL BE ACHIEVED ON ANY AREA OF A SITE
WHERE LAND DISTURBING ACTIVITIES HAVE TEMPORARILY OR
PERMANENTLY CEASED ACCORDING TO THE FOLLOWING
SCHEDULE:
1. ALL PERIMETER DIKES, SWALES, DITCHES, PERIMETER
SLOPES, AND ALL SLOPES STEEPER THAN 3 HORIZONTAL TO 1
VERTICAL (3:1) SHALL BE PROVIDED TEMPORARY OR
PERMANENT STABILIZATION WITH GROUND COVER AS SOON
AS PRACTICABLE BUT IN ANY EVENT WITHIN 7 CALENDAR
DAYS FROM THE LAST LAND DISTURBING ACTIVITY.
2. ALL OTHER DISTURBED AREAS SHALL BE PROVIDED
TEMPORARY OR PERMANENT STABILIZATION WITH GROUND
COVER AS SOON AS PRACTICABLE BUT IN ANY EVENT WITHIN
14 CALENDAR DAYS FROM THE LAST LAND DISTURBING
ACTIVITY.
SILT FENCE OUTLETS ARE TO BE PROVIDED ALONG ALL LOW POINTS
OF SILT FENCE AND AREAS WHERE RUNOFF MAY CONCENTRATE
CAUSING DAMAGE TO SILT FENCE. CONTRACTOR TO INSTALL
OUTLETS AS NECESSARY TO ENSURE SILT FENCE IS FULLY
FUNCTIONAL THROUGHOUT THE DURATION OF CONSTRUCTION.
110
A
IN
40 20 10 0 40
1.1= 40'
BOH LER
ENGINEERING NC, PLLC
NCBELS P-1132
4011 WESTCHASE BLVD., SUITE 290
RALEIGH, INC 27607
Phone: [phone]
Fax: [phone]
CARO
S/0�9
- I -
406 ~_
FivGINE4'
1111\`\` 2016.06.24
SHEET TITLE:
EROSION &
SEDIMENT
CONTROL PLAN
PHASE 11
SHEET NUMBER:
C-51

------------------------
3 ---------------------
INF=_ CLASS B RIPRAP 12"
THICK
2
FOREBAY
BERM
RIP -RAP BERM
260.00
uu� ]'Wnw�,,
�I
W
ll
INS!
IN
30
15
7.5
0
30
QTY
BOTANICAL NAME
COMMON NAME
ROOT
SPACING
PLANTING RATIO
119
1 "=
30'
2" PLUG
TEMPORARY POOL @ ELEVATION 260.40
----------------------------------- PERMANENT POOL @ ELEVATION 259.00
SCM #1a WET POND
PROVIDE 1' COVER OVER
RISER PIPE
RIS
TOP OF BERM
IPATOR PAD
— — —EX.GRADE
PROP. 43.9 FT 18" RCP @ 0.5%
LITTORAL SHELF ANTI -SEEP COLLAR
(SEE DETAIL,
SHEET D-1.2)
POND CONSTRUCTION STANDARDS:
1. THE RETAINING WALL SHALL BE DESIGNED BY A QUALIFIED PROFESSIONAL ENGINEER LICENSED IN THE STATE
OF NORTH CAROLINA AND SHALL TAKE INTO ACCOUNT ALL GEOTECHNICAL AND HYDRAULIC DESIGN
PARAMETERS.
2. CONSTRUCTION SHALL BE PERFORMED UNDER THE OBSERVATION OF A QUALIFIED GEOTECHNICAL ENGINEER
REGISTERED AS A PE IN THE STATE OF NORTH CAROLINA. THE GEOTECHNICAL ENGINEER SHALL OBSERVE ALL
ASPECTS OF THE CONSTRUCTION OF THE POND. THE FREQUENCY OF OBSERVATION AND TESTING MUST BE
SUFFICIENT FOR THE GEOTECHNICAL ENGINEER TO STATE, IN HIS/HER PROFESSIONAL OPINION, THAT THE
SPECIFIC ITEMS OBSERVED AND TESTED WERE INSTALLED IN ACCORDANCE WITH THE APPROVED
CONSTRUCTION DRAWINGS, SPECIFICATIONS, AND HIS/HER GEOTECHNICAL RECOMMENDATIONS, INCLUDING BUT
NOT LIMITED TO:
2.1. THE INSTALLATION OF CONTROLLED FILL AROUND PIPES AND STRUCTURES EXITING AND ENTERING THE
POND. EARTHWORK COMPACTION WITHIN 3 -FEET OF ANY STRUCTURES SHALL BE ACCOMPLISHED BY MEANS
OF HAND TAMPERS, MANUALLY DIRECTED POWER TAMPERS OR PLATE COMPACTORS OR MINIATURE
SELF-PROPELLED ROLLERS.
2.2. THE REMOVAL OF STONES AND VISIBLE ORGANIC DEBRIS SUCH AS ROOTS AND LIMBS AND FROM THE FILL
MATERIAL PRIOR TO COMPACTION TO THE REQUIRED DENSITY. SOILS SHALL NOT CONTAIN STONES OR
ORGANIC MATTER CONTENT EXCEEDING THE RECOMMENDATIONS OF THE GEOTECHNICAL ENGINEER.
2.3. FILL MATERIAL MINIMUM DENSITIES AND MOISTURE CONTENT RANGES. ANY FILL MATERIAL INSTALLED AT
LOWER THAN SPECIFIED MINIMUM DENSITIES, AT MOISTURE CONTENTS OUTSIDE THE SPECIFIED RANGES,
OR OTHERWISE NOT CONFORMING TO SPECIFIED REQUIREMENTS SHALL BE REMOVED AND REPLACED WITH
ACCEPTABLE MATERIALS.
2.4. THE CONTINUOUS CONTROL OF SURFACE WATER AND THE PLACEMENT OF CONTROLLED FILL.
2.5. UNDERCUTTING OF COMPRESSIBLE AND/OR UNSUITABLE SOILS IN ADDITION TO THAT INDICATED ON THE
PLANS. ALL SUCH UNDERCUTTING SHALL BE PERFORMED AT THE DISCRETION OF THE GEOTECHNICAL
ENGINEER AND SHALL BE MONITORED AND DOCUMENTED.
2.6. TREATMENT OF SEEPAGE AREAS, SUBGRADE PREPARATION, FOUNDATION DEWATERING AND ROCK
FOUNDATION PREPARATION (I.E., TREATMENT WITH SLUSH GROUTING, DENTAL CONCRETE, ETC.)
2.7. THE INSTALLATION OF ANY RETAINING WALLS WITHIN OR ADJACENT TO THE POND.
3. THE DEGREE (%) OF COMPACTION SHALL BE DIRECTED BY A GEOTECHNICAL ENGINEER AND BE PERFORMED AS
A PART OF THE NORMAL QUALITY CONTROL PROGRAM FOR CONSTRUCTION. TESTS SHALL BE CONDUCTED
CONCURRENT WITH THE INSTALLATION OF THE COMPACTED FILL, AND THE CONTRACTOR SHALL COORDINATE
CONSTRUCTION SO THAT TESTING CAN BE COMPLETED. SHOULD THE RESULTS OF THE TESTS INDICATE THAT
THE SPECIFIED DEGREE OF COMPACTION HAS NOT BEEN OBTAINED, THE PORTIONS REPRESENTED BY SUCH
TESTS SHALL BE REWORKED OR REBUILT. ALL PORTIONS SHALL ACHIEVE THE SPECIFIED MINIMUM DEGREE OF
COMPACTION.
LEGEND
+++++++++ AREA TO BE SEEDED WITH ERNST BASIN SEED
++ + + + MIX (ERNMX-309 NC PIEDMONT RIPERIAN MIX
+ + + + + BY ERNST SEEDS OF MEADEVILLE, PA, AREA
SHALL NOT BE MOWED REGULARLY.
VEGETATED SHELF PLANTINGS (REFER TO
WET DETENTION BASIN HERBACEOUS
SCHEDULE)
WET DETENTION BASIN HERBACEOUS PLANT SCHEDULE
VEGETATED SHELF PLANTINGS (2518 sf):
DIMENSIONS
ELEV.
TOP OF BERM
10' MIN.
QTY
BOTANICAL NAME
COMMON NAME
ROOT
SPACING
PLANTING RATIO
119
CAREX TENERA
QUILL SEDGE
2" PLUG
2' O.C.
20%
71
EUPATORIADELPHUS FISTULOSUS
JOE PYE WEED
2" PLUG
2' O.C.
12%
60
LOBELIA CARDINALIS
CARDINAL FLOWER
2" PLUG
2' O.C.
10%
71
LOBELIA ELONGATA
LONGLEAF LOBELIA
2" PLUG
2' O.C.
12%
95
SACCHARUM BALDINII
NARROW PLUMEGRASS 2" PLUG
2' O.C.
16%
60
IRIS VIRGINICA
BLUE FLAG IRIS
2" PLUG
2' O.C.
10%
119
JUNCUS EFFUSUS VAR. SOLUTUS
SOFT RUSH
2" PLUG
2' O.C.
20%
595
2" ALUMINUM
" O.C. EACH WAY
X T LOCKING
CCESS HATCH
1 1 FILTER BLANKET1 PEAK ROOF
� TOP VIEW 1/2" ALUMINUM
o Q 3 8" O.C. EACH WAY
L
FOREBAY BOTTOM BOTTOM OF POND 3 �❑�❑�m N 2'1 N
BOTTOM OF ----------- �❑❑❑m�
-----------------
HHii EO
SEDIMENT STORAGE RIPRAP AND FILTER BLANKET EE
SHALL BE CONTIGUOUS WITH
f OUTLET PROTECTION RIPRAP 24"
1
AND FILTER BLANKET BOTTOM OF SEDIMENT STORAGE SIDE VIEW SIDE VIEW
CROSS SECTION SCHEMATIC OF WET DETENTION BASIN
NOT TO SCALE
ELEVATIONS
H:\2015\NCR151000\DRAWINGS\PUN SEES\NCR151000BP1.DWG PRIMED BY: PASCHE 6.24.16 0 3:37 PM VST SAVED BY: CBLENDERMANN
(I 4" DIP DRAWDOWN TEE WITH TOP
AND BOTTOM SCREENED CAPS
TOP OF RISER ELEV.
PERMANENT POOL
RISER INVERT
DIMENSIONS
ELEV.
TOP OF BERM
10' MIN.
264.00
TOP OF RISER SPILLWAY / TEMPORARY POOL
3'x3' RCP BOX
260.40
4" DIP DRAWDOWN PIPE / PERMANENT POOL
1.5" DIA. ORIFICE IN CAP
259.00
FOREBAY BOTTOM
TO INVERT ELEV.
256.00
FOREBAY SED. STORAGE BOTTOM
°
d ° n
255.00
POND BOTTOM
254.00
POND SED. STORAGE BOTTOM
253.00
PRINCIPAL SPILLWAY PIPE, UPSTREAM INVERT
18" RCP
257.97
PRINCIPAL SPILLWAY PIPE, DOWNSTREAM INVERT
18" RCP
257.75
RISER INVERT
FILL V WITH CONCRETE
256.97
ELEVATIONS
H:\2015\NCR151000\DRAWINGS\PUN SEES\NCR151000BP1.DWG PRIMED BY: PASCHE 6.24.16 0 3:37 PM VST SAVED BY: CBLENDERMANN
(I 4" DIP DRAWDOWN TEE WITH TOP
AND BOTTOM SCREENED CAPS
TOP OF RISER ELEV.
PERMANENT POOL
RISER INVERT
NOT TO SCALE
PEAK ROOF TRASH RACK WITH 2'x3' ACCESS
HATCH CENTERED ON STEPS, BOLTED TO
RISER
—1.5" ORIFICE DRILLEDTu
INTO 4" DIP CAP
STEPS ON INSIDE OF RISER
EACH SIDE
"0 -RING" GASKETED
RCP
'-4'x4' PRECAST RC BOX (ONE PIECE CAST)
TRASH RACK DETAIL
NOTE: TRASH RACK SHALL BE BOLTED TO THE TOP OF THE
STRUCTURE WITH STAINLESS STEEL HARDWARE.
NOT TO SCALE
zo � o �w
YD �9
OWw 0 =z
P4 =0QLLo �w
4 G za m
J ¢ a _ N
�xHao
�� U ¢H -U �o
o w
��Pa ♦���♦ wa
W 0 a
as o0
aax -1 �o
�,,� U
IDG,' W Of W
44 --JJ Jwm 2>K
��P4 ¢v�ix�zof ow
W > W O O w Q -
cc
�xm�xx� zN
w O w¢ O O w
r� JUX mdJZU
�E ♦�����♦ rw
Of
O O a
}o of° a
Lu z w z ¢
C7 w¢ }
cn ¢
� � z � g Y YW a o 0
HZ z O O w w -
b a w 0> Y,< o w
awOwww= <w
xzmzzza
ow
CC o m
QT
REVISIONS
FORMED INVERT
DATE
COMMENT
9
1
6/15/16
a a °
PMA
° FILL WITH CONCRETE °
TO INVERT ELEV.
°
d ° n
NOT TO SCALE
PEAK ROOF TRASH RACK WITH 2'x3' ACCESS
HATCH CENTERED ON STEPS, BOLTED TO
RISER
—1.5" ORIFICE DRILLEDTu
INTO 4" DIP CAP
STEPS ON INSIDE OF RISER
EACH SIDE
"0 -RING" GASKETED
RCP
'-4'x4' PRECAST RC BOX (ONE PIECE CAST)
TRASH RACK DETAIL
NOTE: TRASH RACK SHALL BE BOLTED TO THE TOP OF THE
STRUCTURE WITH STAINLESS STEEL HARDWARE.
NOT TO SCALE
zo � o �w
YD �9
OWw 0 =z
P4 =0QLLo �w
4 G za m
J ¢ a _ N
�xHao
�� U ¢H -U �o
o w
��Pa ♦���♦ wa
W 0 a
as o0
aax -1 �o
�,,� U
IDG,' W Of W
44 --JJ Jwm 2>K
��P4 ¢v�ix�zof ow
W > W O O w Q -
cc
�xm�xx� zN
w O w¢ O O w
r� JUX mdJZU
�E ♦�����♦ rw
Of
O O a
}o of° a
Lu z w z ¢
C7 w¢ }
cn ¢
� � z � g Y YW a o 0
HZ z O O w w -
b a w 0> Y,< o w
awOwww= <w
xzmzzza
ow
CC o m
QT
REVISIONS
REV
DATE
COMMENT
BY
1
6/15/16
LIDL PLAYBOOK REV.
PMA
KNOW WHAT'S BELOW
ALWAYS CALL 811
BEFORE YOU DIG
It's fast. It's free. It's the law.
NOT APPROVED FOR
CONSTRUCTION
PROJECT No.: NCR151000
DRAWN BY: PMA
CHECKED BY: MAR
DATE: 10/19/15
SCALE: AS NOTED
CAD 1. D.: BP1
PROJECT:
ROCCKINGHAM
GROCERY
FOR
LIDL CJS
OPER1- TNOINS,
LLC
L.00ATION OF SITE
705 U.S. 74 BUSINESS
RICHMOND COUNTY
ROCKINGHAM, NC 28379
Kj BOH LER
ENGINEERING NC, PLLC
NCBELS P-1132
4011 WESTCHASE BLVD., SUITE 290
RALEIGH, NC 27607
Phone: [phone]
Fax: [phone]
CARO
ESS/0�9o�
40 6 ~ -
F'VG INE °° ted
1 2016.06.24
rSHEET TITLE:
SCM PLAN
WET POND
SHEET NUMBER:
C — 6, IV'

SCM NOTES ¢ o
1. REFER TO GENERAL NOTES ON SHEET C-1.0 H rh z o o z
LL
BIORETENTION BACKFILLING SEQUENCE® ZroLL0 az
1. BIORETENTION MEDIA SHALL NOT BE INSTALLED UNTIL THE ENTIRE SITE IS FULLY STABILIZED. a w -x a
= a o m
� J�a
P0-
�® �aFtq ow
2. UNDERCUT BIORETENTION AREA TO NECESSARY DEPTH (SEE BIORETENTION AREA CROSS SECTION).
24 rn w �
3. PLACE UNDERDRAIN PIPES AND GRAVEL JACKET LAYER. UNDERDRAINS SHALL BE PLACED ON T WIDE SECTIONS OF FILTER CLOTH. ALL ENDS OF THE n W Z o
UNDERDRAIN PIPES SHALL TERMINATE WITH A CLEANOUT. CLEANOUT PIPES SHALL BE PROVIDED AS SHOWN ON THIS PLAN. Z F
IIS lUl L i C? w o a
4. PLACE FILTER FABRIC AND WASHED SAND PER THE BIORETENTION AREA CROSS SECTION. a a v } z g o
a
5. PLACE LAYER OF SOIL MEDIA (PER SOIL SPECIFICATION) TO ELEVATION SHOWN. PLACEMENT OF THE SOIL IN THE BIORETENTION AREA SHOULD BE IN b w w w ¢ � 3 0 0
LIFTS OF 18" OR LESS AND NOT COMPACTED AT ALL. g -_J C F � Z Z � o w
I cn mwOOww
-F� 0 J of Z
BIOR E`�C�ENTION COMPACTION NOTICE O � � � � u1 o w a o o w � a
r� JIA IX 00 U)ZU ow
�e'� ♦�����♦ is
1. CONTRACTOR SHALL MINIMIZE THE COMPACTION OF THE REQUIRED BACKFILL. WHEN POSSIBLE, CONTRACTOR SHALL USE EXCAVATION HOES TO b
REMOVE THE ORIGINAL SOIL. IF THE BIORETENTION AREA IS EXCAVATED USING A LOADER, THE CONTRACTOR SHALL USE WIDE TRACK OR MARSH TRACK
EQUIPMENT, OR LIGHT EQUIPMENT WITH TURF TYPE TIRES. [ U o a ` o
_ j i X
PROP. SCM MAINTENANCE AND ACCESS EASEMENT i �� 2. WHEN BACKFILLING THE BIORETENTION AREA, PLACE SOIL IN LIFTS OF 12" T018". DO NOT USE HEAVY EQUIPMENT WITHIN THE BIORETENTION AREA. ti 77 z z a y z w x }
00 3 i� HEAVY EQUIPMENT CAN USE USED AROUND THE PERIMETER TO SUPPLY SOILS AND SAND. GRADE BIORETENTION MATERIALS WITH LIGHT EQUIPMENT SUCH 0 �W w 0 a' IX' W
------ I AS A COMPACT LOADER OR A DOZERILOADER WITH MARSH TRACKS. aF w o >- >- Q o w
PROP CIO -- \ au s s s -��" WW aswOwww= Qz
\ RIM 269.00-----" .--- 3 I pq D Z m Z Z Z a o
\ !
--------------------------------- 4NVT13264.39 (6") 94
r1 INV OUT 264.39
M PROP C/O
cn
-----------------RUZW.0D-------------------------- - = 3 i 3 I BIORETENTION MATERIAL SPECIFICATIONS �
i---------PROP-CV _ _ _ _ INV OUT 264.56 (6") __-------- �� i i i j I I ~
BOCK /BRICK G - �59�. - I _ i 1. THE GRAVEL LAYER SHALL MEET AVERAGE DIAMETER OF 0.25 TO 0.75. THE STANDARDS SET FORTH IN ASSHTO-M-43. THE GRAVEL SHALL BE A POORLY GRADED MATERIALS WITH AN
p�N � INV OUT 264.71 (6�_ _----- _ -- � _ ) i 1 � i I I
_ 1
CpMMERC�A� BU'L \ 2 THE WASHED SAN (SIZE - 0.02" TO 0.04") LAYER BETWEEN THE SOIL AND GRAVEL LAYER SHALL MEET REQUIREMENTS OF ASTM-C-33.REVISIONS
_ - ---- - ,
_ I
---------------------- -
� CLOD / �
--- ------ B
--------- --------- -LOD
I
i I
I i �I i 3 I
I 3 THE UNDERDRAIN PIPING FOR THE BIORETENTION AREA SHALL BE 4" SCH 80 PVC THE PIPE AND FITTINGS SHALL MEET THE REQUIREMENTS OF REV DATE COMMENT BY
--------------- --------- LO / o i I I I I AASHTO M-304. PERFORATED PIPE SHALL CONTAIN CIRCULAR PERFORATIONS MEETING AASHTO M-304. CLEANOUTS SHALL EXTEND 6" ABOVE FINISHED
------
------------------ - i GRADE. V.
woo�. /
1 6/15/16 LIDL PLAYBOOK RE PMA
AYL4(il9T000
----------------- ''33.28' - 6.r PVC @ 0.51%
------ --_ 270. `- _ , / .50% I j
° 11 98' - 6" PVC @ 0 i 1 ,
------"-----------------------INV-__ -'_',-,_ � � _� i► 75.68'-6'PVC @0.50%
--- - f; w 1
' I
BIORETENTION SOIL MIX
-- _ `1V-7$ 6" _ IJ 970 rogn,"j_ _ _ �Sn I i j i 1 II 3 1. THE SOIL SHALL BE A UNIFORM MIX, FREE OF STONES, STUMPS, ROOTS, OR OTHER SIMILAR OBJECTS LARGER THAN ONE-HALF INCH IN DIAMETER. NO
OTHER MATERIALS OR SUBSTANCES SHALL BE MIXED OR DUMPED WITHIN THE BIORETENTION AREA THAT MAY BE HARMFUL TO PLANT GROWTH, OR PROVE
----- Lu s6% _i A HINDRANCE TO THE PLANTING OR MAINTENANCE OPERATIONS. THE SOIL SHALL BE FREE OF BERMUDA GRASS, JOHNSON GRASS, QUACK GRASS,
PROP C/O w 0' i ' 1 % I MUGWORT, NUTSEDGE, POISON IVY, CANADA THISTLE, OR OTHER NOXIOUS WEEDS.
DIP ROOF DRAINS SHALL DAYLIGHT INTO ;
FOREBAY(LINE SWALE WITH RIP RAP TYP.) RIP -RAP FOREBAY (SEE DETAIL THIS SHEET) RIM 269.00 _
INV IN 264.33 (6") - I I I 2. THE CONTRACTOR SHALL PROVIDED A HOMOGENOUS BIORETENTION SOIL MIX 85-88 PERCENT BY VOLUME SAND (USDA SOIL TEXTURAL
CLASS "A" RIP -RAP INV IN 264.33 (6") Ji i I i i i i I I CLASSIFICATION), 8 TO 12 PERCENT FINES (SILT AND CLAY), AND 3 TO 5 PERCENT ORGANIC MATTER (SUCH AS PEAT MOSS), THIS CAN BE ACCOMPLISHED BY
_ _ _ _
INV OUT 264.33 (6") � ' i I i USING THE TWO COMPONENTS LISTED BELOW THAT MEET ASTM STANDARDS:
Iw w = I I I I �' I I A. SANDY LOAM TOPSOIL - 35%
I
I �n Iii i V 3 I B. COARSE SAND - 65%
PROP. SCM MAINTENANCE AND ACCESS EASEMENT ---'III I I I I NOTES:
"� CLAY PERCENTAGE SHALL NOT EXCEED 8%
I I I)„ I SILT PERCENTAGE SHALL NOT EXCEED 12%
' SILT AND CLAY PERCENTAGE SHALL NOT EXCEED 12% •
PHOSPHOROUS INDEX SHALL BE BETWEEN 10 AND 30
PERMEABILITY - 2" PER HOUR MINIMUM
0
H:\2015\NCR1510D0\DRAWINGS\PIAN SEES\NCR151000BP1.DWG PRINTED BY: PASCHE 6.24.16 0 3:37 PM LAST SAVED BY: CBLENDERMANN
p©
�J
30 15 7.5 0 30
1 "= 30'
SCM #2o BIORETENTION
[N1»q�Zy1�1:Qi111��1»
----- --------------- -V WATER QUALITY VOLUME ELEVATION/ SPILLWAY ELEVATION (269_33)
GRASS
TOP OF BIORETENTION CELL / SOD ELEVATION (268.50) + + + + + + +
+ + + + + + + + + +
+ + + + + + + + + + + +
+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +
+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +
+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +. + + + + + +
+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +
+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +
+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +
++++++++++++++++++++++++++++++++++++++++++
+++++++++++++++++++++++++++++++++++++++++++
+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +
++++++++++++++++++++++++++++++++++++++++++
+++++++++++. +++++++++++++++++++++
++++++++++++ ++++++++++++++++++++
+ + + + + + + + + + + 36" FILL SOIL MEDIA + + + + + + + + + + + + + + + + + + + + +
++++++++++++++++++++++++++++++++
+ + + + + + + +++++ + MIX: 85-88% SAND .+++++++++++++++++++++ + + + + + + + + +
+ + + + + + + + + + + 8-12% FINES I.+++++++++++ + + + + + + + + + + + + + +
+ + + + + + + + + + + •
3-5% ORGANIC ........
+ + + + + + + + + + + + + + + +
+
+ + + + + + + + + + + + +++++++++++++ + + + + + + + + +
+ + + + + + + + +++. + + + + + + +++ + + + + +
+++++++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +
+ + + + + + + + + + + + + + + + + +++++++++++++++++++++++ -
+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +
++++++++++++++++++++++++++++++++++++++++ III:
++++++++++++++++++++++++++++++++++++++++
++++++++++++++++++++++++++++++++++++++++
+++++++++++++++++++++++++++++++++++++++
++++++++++++++++++++++++++++++++++++++++
+++++++++++++++++++++++++++++++++++++++ I -III:
+++++++++++++++++++++++++++++++++++++++
+ + + + + + + + + + + + + + + 4 + + + + + + + + + + + + + + + + + + + + + + +
SPILLWAY WITH PERMANENT
TURF REINFORCEMENT
FILTER FABRICo°o°o° SOLID WALL SCH. 80 PVC
-) I I=III-III 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 -
�,I�Il�ll�li�l�l-
ISI ISI III ISI ISI ISI _ I -III -ISI -ISI ISI -ISI -ISI -ISI ISI -ISI -ISI -ISI -ISI -ISI -II =
MIN. 3"
III � ,III-, ,III III I I =III=III-� � �= I I,�, I I I I I I I I I I I I I I I � � I I I PERoFORATED SCH 80 PVC UNDERDRAIN @ _�
0.50%. MIN. 4 ROWS OF 318" PERFORATIONS,
2" WASHED SAND 6" O.C.
CROSS SECTION SCHEMATIC OF BIORETENTION
NOT TO SCALE
ELEVATIONS
LEGEND
SOD BIORETENTION SURFACE
MIN. 1' THICK CLAY LINER WITH HYDRAILIC
CONDUCTIVITY NO GREATER THAN 0.01 IN/HR
WHEN COMPACTED
TO STM -107
TRANSITION TO SOLID WALL PIPE MIN. 4'
BEFORE PENETRATING CLAY LINER
SEEDED AREA WITH PERMANENT TURF
REINFORCEMENT MAT NAG ERONET P300 OR
EQUAL
k�I:I�Ki7►a:7:T•�[i7:�9:I:1��:��i::I�Y�IIiiaN7:itil��:TN�uL�►aCH�P6Y11:�itCliYi7��iPi91►[KN:Ia�:U:1:�:1���i1��I
A. PH RANGE - 5.5 TO 6.5
B. ORGANIC MATTER -1.5% TO 5%
C. MAGNESIUM - 35 LB/AC
D. PHOSPHOROUS P205 -100 LB/AC
E. POTASSIUM K20 - 85 LBIAC
F. SOLUBLE SALTS NOT TO EXCEED 500 PPM
4. THE FOLLOWING TEST FREQUENCIES SHALL APPLY TO THE ABOVE SOIL CONSTITUENTS: ALL BIORETENTION AREAS SHALL HAVE A MINIMUM OF ONE
TEST PER 200 CUBIC YARDS. EACH TEST SHALL CONSIST OF BOTH THE STANDARD SOIL TEST FOR PH, PHOSPHOROUS, AND POTASSIUM AND ADDITIONAL
TESTS OF ORGANIC MATTER AND SOLUBLE SALTS. A TEXTURAL ANALYSIS IS REQUIRED FROM THE SITE STOCKPILED BIORETENTION SOIL. SHOULD THE PH
FALL OUT OF THE ACCEPTABLE RANGE, IT MAY BE MODIFIED (HIGHER) WITH LIME OR (LOWER) WITH IRON SULFATE PLUS SULFER.
5. IN-SITU PERMEABILITY TESTING MUST BE PERFORMED AFTER INSTALL. BIORETENTION WILL NOT BE ACCEPTED WITH A PERMEABILITY OF LESS THAN
2" PER HOUR. A MINIMUM OF TWO TESTS PER BIORETENTION IS REQUIRED.
DIP ROOF LEADER WITH PIPE
END CUT TO MATCH SLOPE
i ��iz•.�
A RIP -RAP
8"
ROOF LEADER FOREBAY DETAIL
1.5" ORIFICE DRILLED
INTO 6" PVC CAP
CONNECT TO STRUCTURE USING
WATER -TIGHT FITTING SUCH AS A
NEOPRENE BOOT OR EQUIVALENT
NOT TO SCALE
DIMENSIONS
ELEV.
TOP OF BANK
SEE PLAN VIEW
270.70
SPILLWAY ELEVATION
15' WIDE
269.33
TOP OF GRASSED SOD
268.50
TOP OF WASHED SAND
2" DEEP
265.50
TOP OF #57 STONE
1' DEEP
265.33
BIORETENTION BOTTOM
264.33
UNDERDRAIN INVERT THROUGH STM -107
1.5" IN 6" PVC CAP
1 264.00
ELEVATIONS
LEGEND
SOD BIORETENTION SURFACE
MIN. 1' THICK CLAY LINER WITH HYDRAILIC
CONDUCTIVITY NO GREATER THAN 0.01 IN/HR
WHEN COMPACTED
TO STM -107
TRANSITION TO SOLID WALL PIPE MIN. 4'
BEFORE PENETRATING CLAY LINER
SEEDED AREA WITH PERMANENT TURF
REINFORCEMENT MAT NAG ERONET P300 OR
EQUAL
k�I:I�Ki7►a:7:T•�[i7:�9:I:1��:��i::I�Y�IIiiaN7:itil��:TN�uL�►aCH�P6Y11:�itCliYi7��iPi91►[KN:Ia�:U:1:�:1���i1��I
A. PH RANGE - 5.5 TO 6.5
B. ORGANIC MATTER -1.5% TO 5%
C. MAGNESIUM - 35 LB/AC
D. PHOSPHOROUS P205 -100 LB/AC
E. POTASSIUM K20 - 85 LBIAC
F. SOLUBLE SALTS NOT TO EXCEED 500 PPM
4. THE FOLLOWING TEST FREQUENCIES SHALL APPLY TO THE ABOVE SOIL CONSTITUENTS: ALL BIORETENTION AREAS SHALL HAVE A MINIMUM OF ONE
TEST PER 200 CUBIC YARDS. EACH TEST SHALL CONSIST OF BOTH THE STANDARD SOIL TEST FOR PH, PHOSPHOROUS, AND POTASSIUM AND ADDITIONAL
TESTS OF ORGANIC MATTER AND SOLUBLE SALTS. A TEXTURAL ANALYSIS IS REQUIRED FROM THE SITE STOCKPILED BIORETENTION SOIL. SHOULD THE PH
FALL OUT OF THE ACCEPTABLE RANGE, IT MAY BE MODIFIED (HIGHER) WITH LIME OR (LOWER) WITH IRON SULFATE PLUS SULFER.
5. IN-SITU PERMEABILITY TESTING MUST BE PERFORMED AFTER INSTALL. BIORETENTION WILL NOT BE ACCEPTED WITH A PERMEABILITY OF LESS THAN
2" PER HOUR. A MINIMUM OF TWO TESTS PER BIORETENTION IS REQUIRED.
DIP ROOF LEADER WITH PIPE
END CUT TO MATCH SLOPE
i ��iz•.�
A RIP -RAP
8"
ROOF LEADER FOREBAY DETAIL
1.5" ORIFICE DRILLED
INTO 6" PVC CAP
CONNECT TO STRUCTURE USING
WATER -TIGHT FITTING SUCH AS A
NEOPRENE BOOT OR EQUIVALENT
NOT TO SCALE
STM -107 DETAIL
NOT TO SCALE
EFER TO SHEET C-3.0 FOR DETAILS ON
INLET TYPE
STEPS ON INSIDE OF STRUCTURE FOR
MAINTENANCE
\-4'x4' PRECAST RC BOX
KNOW WHAT'S BELOW
ALWAYS CALL 811
BEFORE YOU DIG
It's fast. It's free. It's the law.
NOT APPROVED FOR
CONSTRUCTION
PROJECT No.: NCR151000
DRAWN BY: PMA
CHECKED BY: MAR
DATE: 10/19/15
SCALE: AS NOTED
CAD I. D.: BP1
PROJECT:
'ROCKING HIAM
GROCERY
FOR
LIDL US
OPEIRATJLONS➢
LLC
T,OCATTON OF SITE
705 U.S. 74 BUSINESS
RICHMOND COUNTY
ROCKINGHAM, NC 28379
0 00 ]L]E
IENGHIq EIERING NC, IF LLC
NCBELS P-1132
4011 WESTCHASE BLVD., SUITE 290
RALEIGH, NC 27607
Phone: [phone]
Fax: [phone]
[e-mail]
-NNCARO
ESS
4016
%41G
2016.06.24
.....
%�`
SHEET TITLE:
SCM PLAN
BIOR ET ENT ION
SHEET NUMBER:
C-61
I �
I �
INVERT
A
a
a d
FILL WITH CONCRETE G
TO INVERT ELEV.
a
dA n
a d, a
STM -107 DETAIL
NOT TO SCALE
EFER TO SHEET C-3.0 FOR DETAILS ON
INLET TYPE
STEPS ON INSIDE OF STRUCTURE FOR
MAINTENANCE
\-4'x4' PRECAST RC BOX
KNOW WHAT'S BELOW
ALWAYS CALL 811
BEFORE YOU DIG
It's fast. It's free. It's the law.
NOT APPROVED FOR
CONSTRUCTION
PROJECT No.: NCR151000
DRAWN BY: PMA
CHECKED BY: MAR
DATE: 10/19/15
SCALE: AS NOTED
CAD I. D.: BP1
PROJECT:
'ROCKING HIAM
GROCERY
FOR
LIDL US
OPEIRATJLONS➢
LLC
T,OCATTON OF SITE
705 U.S. 74 BUSINESS
RICHMOND COUNTY
ROCKINGHAM, NC 28379
0 00 ]L]E
IENGHIq EIERING NC, IF LLC
NCBELS P-1132
4011 WESTCHASE BLVD., SUITE 290
RALEIGH, NC 27607
Phone: [phone]
Fax: [phone]
[e-mail]
-NNCARO
ESS
4016
%41G
2016.06.24
.....
%�`
SHEET TITLE:
SCM PLAN
BIOR ET ENT ION
SHEET NUMBER:
C-61

10' WIDE TYPE "A"
LANDSCAPE BUFFER
(B-3 ZONING vs 0&1 ZONING)
PLANT INSIDE SLOPES OF WET POND FROM ELEVATION 261' TO TOP OF DAM (EL. 264') WITH
ERNST BASIN SEED MIX PER SPECS.
PLANT VEGETATED SHELF FROM EL 260' TO EL 261' WITH HERBACIOUS PLANTS PER PLANT
CHART ON SHEET C-6.0
O
10' WIDE TYPE "B"
LANDSCAPE BUFFER
(B-3 ZONING vs R-20 ZONING)
Ij
1 UWIDE TYPE "B"
LANDSCAPE BUFFER
(B-3 ZONING vs R-20 ZONING)
de
/ WETLAND AREA
/
GRASSED
/ 1 CC
PROP.
TREELINE
1 QA
261CBN
1 QA
1 CC
1 QA
1 CC
1CC
1AR
1AR
��p 1 CC
55 �z
381CBN
x 1 c
/ WETLAND AREA
GRASSED 0
0
------ ----
e _
F.O.M._-
GRASSED
------------------
- ------------
I
GRASS MEDIAN 91
—w w w w w w w w
LLLJJJ �w
www - �5-------'------
__ �w---------------------------- EP
---
EP
w ■
-------------------------------------��-------------
ESTOP BAR (TYP.
t— —-------------------------------------------------------�
a
--FP ----------
-----------------------------��'---
--�\ w w
=G G G G G G G
—G� 4" PLASTIC OS
v I
I I
i I
H:\2015\NCR151000\DRAWINGS\PLAN SEfS\NCR151000LP1.DWG PRIMED BY: PASCHE 6.24.16 ®3:38 PN IASr SAVED BY: PASCHE
GRASSED
PROP.
TREELINE
18 RI 3ICBN
1 QA
1R
I
CALCULATIONS (REQUIRED/PROVIDED)
/
9.03 PERCENTAGE OF
2 LI
1 AR
I
/
1 UWIDE TYPE "B"
LANDSCAPE BUFFER
(B-3 ZONING vs R-20 ZONING)
de
/ WETLAND AREA
/
GRASSED
/ 1 CC
PROP.
TREELINE
1 QA
261CBN
1 QA
1 CC
1 QA
1 CC
1CC
1AR
1AR
��p 1 CC
55 �z
381CBN
x 1 c
/ WETLAND AREA
GRASSED 0
0
------ ----
e _
F.O.M._-
GRASSED
------------------
- ------------
I
GRASS MEDIAN 91
—w w w w w w w w
LLLJJJ �w
www - �5-------'------
__ �w---------------------------- EP
---
EP
w ■
-------------------------------------��-------------
ESTOP BAR (TYP.
t— —-------------------------------------------------------�
a
--FP ----------
-----------------------------��'---
--�\ w w
=G G G G G G G
—G� 4" PLASTIC OS
v I
I I
i I
H:\2015\NCR151000\DRAWINGS\PLAN SEfS\NCR151000LP1.DWG PRIMED BY: PASCHE 6.24.16 ®3:38 PN IASr SAVED BY: PASCHE
GRASSED
PROP.
TREELINE
18 RI 3ICBN
1 QA
1R
REQUIREMENT
CALCULATIONS (REQUIRED/PROVIDED)
COMPLIANCE
9.03 PERCENTAGE OF
2 LI
1 AR
I
/
REQUIRED ACREAGE TO BE LANDSCAPED: 0.618 AC
L
LANDSCAPED
L
/19
W
CC
2 LI
U,So 74 — BUSINESS
APPROXIMATELY 14,023 ADT
ASPHALT PAVED PUBLIC ROADWAY
(150' PUBLIC R/W)
(45 MPH SPEED LIMIT)
-w w w-
-G G G-
0 T
I I I
I I I I
I I I I
I I I I
I I I I
I I I I
I I I I
I I I I
I I I llJl I
I I I I
I I I I
I I I I
I I I I
i I I I
1 AR
2U
1AR
rn
r
co
r
1 1 AR,
cn
r
NO LANDSCAPE BUFFER REQUIRED
(B-3 ZONING vs B-3 ZONING)
Q Q Q ��+�1Q1�141��QlQlq
l mmmmmummmmulm moil
r r r IiirTr�E:r'rr1l►TrrrrTrTr, rrTrTrTr�!uTrTrTrTT��r:G'rr
130.33'
PROPOSED GROCERY STORE
PROTOTYPE: 267 -S -2-R
35,962 SF
FFE = 271.10
cq
153 PROVIDED PARKING SPACESCD
(MINIMUM 150)
UM �7►
E-
2ZS—
_ �1
1
I
1
SOD IBIORETENTION G)
1
1�
I
1
s
G1
� I
GRASSED I
_ E
H � I
-E-
NO
E
GRASSED
MEN
aa�wi wi w..irrort--c»rr--tautrnrr-------------------------------� -----------------------------
F 4
w------------- ---w----------
w w w w w w w w
CONCRETE MEDIAN
- - CONCRETE MEDIAN _
I \
-W --- w ----W --- w ------------ W- W-----------------------------------------Ep
-
�G G
�4" PLASTIG G G G G G G —
4PLASTIC
�
1
GV 1
I I
I� �I
I�
I I
I i
PLANTING NOTES:
1. ALL LANDSCAPED AREAS ARE TO RECEIVE A MINIMUM OF 4" OF TOPSOIL.
2. ALL MULCHED PLANTING BEDS ADJACENT TO BUILDING SHALL BE SEPARATED FROM FACE OF BUILDING WITH A
3' WIDE X 4" DEPTH PEA GRAVEL STRIP FOR FIRE SAFETY.
3. ALL PLANT MATERIAL SHALL BE HEALTHY, VIGOROUS, AND FREE OF PESTS AND DISEASE.
4. ALL PLANT MATERIAL SHALL BE CONTAINER GROWN OR BALLED AND BURLAPPED AS INDICATED IN THE PLANT
LIST.
5. ALL LAWN AREAS SHALL BE SEEDED WITH A LOCALLY GROWN COMMERCIAL FESCUE SEED MIX MEETING
LATEST NORTH CAROLINA DEPT. OF AGRICULTURE STANDARDS FOR SEED AND PLANT CERTIFICATION.
CONSULT LOCAL N.C.S.U. AGRICULTURAL EXTENSION OFFICE FOR PROPER FERTILIZER AND LIME APPLICATION
RATES FOR LAWN SEEDING IN THE RICHMOND COUNTY AREA.
6. ALL TREES SHALL HAVE A STRAIGHT TRUNK AND FULL HEAD AND MEET ALL REQUIREMENTS SPECIFIED.
7. ALL MATERIALS ARE SUBJECT TO THE APPROVAL OF THE LANDSCAPE ARCHITECT BEFORE, DURING, AND AFTER
INSTALLATION.
8. ALL TREES MUST BE GUYED OR STAKED AS SHOWN IN THE DETAILS.
9. 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 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.
10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL QUANTITIES SHOWN ON THESE PLANS BEFORE
PRICING THE WORK.
11. CONTRACTOR SHALL BE RESPONSIBLE FOR DELIVERY SCHEDULE AND PROTECTION BETWEEN DELIVERY AND
PLANTING PER SPECIFICATIONS TO MAINTAIN HEALTHY PLANT CONDITIONS.
12. THE CONTRACTOR SHALL COMPLETELY GUARANTEE AND BE RESPONSIBLE FOR FULLY MAINTAINING
(INCLUDING BUT NOT LIMITED TO: WATERING, SPRAYING, MULCHING, FERTILIZING, ETC.) ALL OF THE PLANT
MATERIALS AND LAWN FOR A ONE YEAR GROWING PERIOD.
13. 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.
14. STANDARDS SET FORTH IN "AMERICAN STANDARD FOR NURSERY STOCK" REPRESENT GUIDELINE
SPECIFICATIONS ONLY AND SHALL CONSTITUTE MINIMUM QUALITY REQUIREMENTS FOR PLANT MATERIAL.
15. WHERE SHOWN ON THE PLANS AND DETAILS, PLANTING BEDS ARE TO BE COMPLETELY COVERED WITH A
MINIMUM 4" DEPTH OF TRIPLE SHRED HARDWOOD MULCH FROM A LOCAL MULCH SOURCE HARVESTED IN A
SUSTAINABLE MANNER.
16. BIODEGRADABLE WEED MATTING (ALL -PRO WEED MAT OR APPROVED EQUAL) SHALL BE REQUIRED IN SHRUB
BEDS AT BUILDING FACADE.
17. ALL PLANT MATERIAL QUANTITIES SHOWN ARE APPROXIMATE. CONTRACTOR SHALL BE RESPONSIBLE FOR
COMPLETE COVERAGE OF ALL PLANTING BEDS AT SPACING SHOWN.
18. THE CONTRACTOR IS ENCOURAGED TO COMPLETE TEMPORARY OR PERMANENT SEEDING IN STAGES FOR SOIL
STABILIZATION AS AREAS ARE COMPLETED AFTER GRADING.
19. THIS PLAN DOES NOT PRESENT ANY TEMPORARY STABILIZATION REQUIRED AS PART OF SWPPP PLAN.
20. PLANTING RATIO IS BASED ON THE AREA, NOT THE TOTAL QUANTITY OF THE PLANTS. THE QUANTITY OF EACH
PLANT IS DETERMINED BY THE AREA RATIO AND THE SPACING IN WHICH THEY ARE TO BE PLANTED.
21. PLANTING OF BASIN IS NOT TO BE CONDUCTED UNTIL THE ACTUAL WATER LEVEL OF THE BASIN AND ALL
SURROUNDING AREAS HAVE STABILIZED. PRIOR TO PLANTING, CONTRACTOR TO VERIFY THE WATER DEPTH
TO THE NEAREST INCH. PLANTING AREA MAY NEED TO BE REVISED AND PLANT QUANTITIES ADJUSTED BASED
ON FIELD CONDITIONS.
LANDSCAPE COMPLIANCE CHART
SECTION
REQUIREMENT
CALCULATIONS (REQUIRED/PROVIDED)
COMPLIANCE
9.03 PERCENTAGE OF
EACH DEVELOPMENT SHALL DEVOTE A MINIMUM OF 12% OF
/
COMPLIES
I
/
REQUIRED ACREAGE TO BE LANDSCAPED: 0.618 AC
�I
LANDSCAPED
AREAS AND RETENTION PONDS SHALL NOT BE CALCULATED
� 1
Japanese Zelkova
CC
� 1
Cercis canadensis'Forest Pansy'
Eastern Redbud
I 1
I I
I
I
I I
I
I
I I
I
II
I
I
II
. 1
1 AR
2U
1AR
rn
r
co
r
1 1 AR,
cn
r
NO LANDSCAPE BUFFER REQUIRED
(B-3 ZONING vs B-3 ZONING)
Q Q Q ��+�1Q1�141��QlQlq
l mmmmmummmmulm moil
r r r IiirTr�E:r'rr1l►TrrrrTrTr, rrTrTrTr�!uTrTrTrTT��r:G'rr
130.33'
PROPOSED GROCERY STORE
PROTOTYPE: 267 -S -2-R
35,962 SF
FFE = 271.10
cq
153 PROVIDED PARKING SPACESCD
(MINIMUM 150)
UM �7►
E-
2ZS—
_ �1
1
I
1
SOD IBIORETENTION G)
1
1�
I
1
s
G1
� I
GRASSED I
_ E
H � I
-E-
NO
E
GRASSED
MEN
aa�wi wi w..irrort--c»rr--tautrnrr-------------------------------� -----------------------------
F 4
w------------- ---w----------
w w w w w w w w
CONCRETE MEDIAN
- - CONCRETE MEDIAN _
I \
-W --- w ----W --- w ------------ W- W-----------------------------------------Ep
-
�G G
�4" PLASTIG G G G G G G —
4PLASTIC
�
1
GV 1
I I
I� �I
I�
I I
I i
PLANTING NOTES:
1. ALL LANDSCAPED AREAS ARE TO RECEIVE A MINIMUM OF 4" OF TOPSOIL.
2. ALL MULCHED PLANTING BEDS ADJACENT TO BUILDING SHALL BE SEPARATED FROM FACE OF BUILDING WITH A
3' WIDE X 4" DEPTH PEA GRAVEL STRIP FOR FIRE SAFETY.
3. ALL PLANT MATERIAL SHALL BE HEALTHY, VIGOROUS, AND FREE OF PESTS AND DISEASE.
4. ALL PLANT MATERIAL SHALL BE CONTAINER GROWN OR BALLED AND BURLAPPED AS INDICATED IN THE PLANT
LIST.
5. ALL LAWN AREAS SHALL BE SEEDED WITH A LOCALLY GROWN COMMERCIAL FESCUE SEED MIX MEETING
LATEST NORTH CAROLINA DEPT. OF AGRICULTURE STANDARDS FOR SEED AND PLANT CERTIFICATION.
CONSULT LOCAL N.C.S.U. AGRICULTURAL EXTENSION OFFICE FOR PROPER FERTILIZER AND LIME APPLICATION
RATES FOR LAWN SEEDING IN THE RICHMOND COUNTY AREA.
6. ALL TREES SHALL HAVE A STRAIGHT TRUNK AND FULL HEAD AND MEET ALL REQUIREMENTS SPECIFIED.
7. ALL MATERIALS ARE SUBJECT TO THE APPROVAL OF THE LANDSCAPE ARCHITECT BEFORE, DURING, AND AFTER
INSTALLATION.
8. ALL TREES MUST BE GUYED OR STAKED AS SHOWN IN THE DETAILS.
9. 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 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.
10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL QUANTITIES SHOWN ON THESE PLANS BEFORE
PRICING THE WORK.
11. CONTRACTOR SHALL BE RESPONSIBLE FOR DELIVERY SCHEDULE AND PROTECTION BETWEEN DELIVERY AND
PLANTING PER SPECIFICATIONS TO MAINTAIN HEALTHY PLANT CONDITIONS.
12. THE CONTRACTOR SHALL COMPLETELY GUARANTEE AND BE RESPONSIBLE FOR FULLY MAINTAINING
(INCLUDING BUT NOT LIMITED TO: WATERING, SPRAYING, MULCHING, FERTILIZING, ETC.) ALL OF THE PLANT
MATERIALS AND LAWN FOR A ONE YEAR GROWING PERIOD.
13. 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.
14. STANDARDS SET FORTH IN "AMERICAN STANDARD FOR NURSERY STOCK" REPRESENT GUIDELINE
SPECIFICATIONS ONLY AND SHALL CONSTITUTE MINIMUM QUALITY REQUIREMENTS FOR PLANT MATERIAL.
15. WHERE SHOWN ON THE PLANS AND DETAILS, PLANTING BEDS ARE TO BE COMPLETELY COVERED WITH A
MINIMUM 4" DEPTH OF TRIPLE SHRED HARDWOOD MULCH FROM A LOCAL MULCH SOURCE HARVESTED IN A
SUSTAINABLE MANNER.
16. BIODEGRADABLE WEED MATTING (ALL -PRO WEED MAT OR APPROVED EQUAL) SHALL BE REQUIRED IN SHRUB
BEDS AT BUILDING FACADE.
17. ALL PLANT MATERIAL QUANTITIES SHOWN ARE APPROXIMATE. CONTRACTOR SHALL BE RESPONSIBLE FOR
COMPLETE COVERAGE OF ALL PLANTING BEDS AT SPACING SHOWN.
18. THE CONTRACTOR IS ENCOURAGED TO COMPLETE TEMPORARY OR PERMANENT SEEDING IN STAGES FOR SOIL
STABILIZATION AS AREAS ARE COMPLETED AFTER GRADING.
19. THIS PLAN DOES NOT PRESENT ANY TEMPORARY STABILIZATION REQUIRED AS PART OF SWPPP PLAN.
20. PLANTING RATIO IS BASED ON THE AREA, NOT THE TOTAL QUANTITY OF THE PLANTS. THE QUANTITY OF EACH
PLANT IS DETERMINED BY THE AREA RATIO AND THE SPACING IN WHICH THEY ARE TO BE PLANTED.
21. PLANTING OF BASIN IS NOT TO BE CONDUCTED UNTIL THE ACTUAL WATER LEVEL OF THE BASIN AND ALL
SURROUNDING AREAS HAVE STABILIZED. PRIOR TO PLANTING, CONTRACTOR TO VERIFY THE WATER DEPTH
TO THE NEAREST INCH. PLANTING AREA MAY NEED TO BE REVISED AND PLANT QUANTITIES ADJUSTED BASED
ON FIELD CONDITIONS.
LANDSCAPE COMPLIANCE CHART
SECTION
REQUIREMENT
CALCULATIONS (REQUIRED/PROVIDED)
COMPLIANCE
9.03 PERCENTAGE OF
EACH DEVELOPMENT SHALL DEVOTE A MINIMUM OF 12% OF
SITE ACREAGE: 5.15 AC
COMPLIES
PROPERTY TO BE
ITS TOTAL AREA TO LANDSCAPING. PAVED AREAS, GRAVEL
REQUIRED ACREAGE TO BE LANDSCAPED: 0.618 AC
Sawtooth Oak
LANDSCAPED
AREAS AND RETENTION PONDS SHALL NOT BE CALCULATED
LANDSCAPE AREA PROVIDED: 1.95 AC +l
Japanese Zelkova
CC
AS PART OF THE MINIMUM 12%.
Cercis canadensis'Forest Pansy'
Eastern Redbud
9.04 STREET
FOR PARKING AREAS THAT DO NOT EXCEED 100,000 SF IN
10' WIDE LANDSCAPE STRIP ALONG US HWY 70:270i L.F.
COMPLIES
FRONTAGE
AREA, A LANDSCAPE STRIP ALONG THE STREET FRONTAGE
REQUIRED TREES AT 40' O.C.: 7
Dwarf Burford Holly
LANDSCAPING
SHALL BE A MINIMUM OF 10' WIDE AND SHALL CONTAIN (1)
TREES PROVIDED: 7
Yeddo Hawthorne
REQUIREMENTS
ONE SHADE TREE AND (8) EIGHT SHRUBS PER 40 LINEAR
REQUIRED SHRUBS AT 5' O.C.: 54
FEET OF STREET FRONTAGE, SUCH REQUIRED SHRUBS
SHRUBS PROVIDED: 54
SHALL BE OF A SPECIES WITH A MINIMUM MATURE HEIGHT
OF (3) THREE FEET.
9.05 PERIPHERAL
A LANDSCAPE BORDER A MINIMUM OF 5WIDE SHALL
5WIDE LANDSCAPE STRIP ALONG PARKING LOT
COMPLIES
LANDSCAPING
ENCOMPASS THE PERIPHERY OF PARKING AREAS NOT
PERIPHERY: 637± L.F.
REQUIREMENTS
ADJACENT TO PUBLIC RIGHTS-OF-WAY. SUCH LANDSCAPE
REQUIRED TREES AT 40' O.C.: 16
BORDER SHALL BE REQUIRED BETWEEN ANY PARKING
TREES PROVIDED: 16
AREA AND ANY PROPERTY LINE, YARD, REQUIRED YARD OR
REQUIRED SHRUBS AT 5' O.C.: 128
BUILDINGS. SUCH LANDSCAPE BORDER MAY BE
SHRUBS PROVIDED: 128
INTERRUPTED FOR INGRESS OR EGRESS TO BUILDINGS
AND ADJOINING LOTS. THE LANDSCAPE BORDER SHALL
CONTAIN (1) ONE SHADE TREE AND (8) EIGHT SHRUBS PER
40 LINEAR FEET OF PERIMETER.
9.08 BUFFER
TYPE A BUFFER REQUIREMENT - B-3 ZONING VS 0&1 ZONING
ENTIRE LENGTH OF 10' WIDE TYPE A AND TYPE B BUFFERS
COMPLIES
LANDSCAPING
ALONG NORTH AND WEST PROPERTY LINES CONTAIN
REQUIREMENTS
THE LANDSCAPE BORDER SHALL CONTAIN (1) ONE SHADE TREE
EXISTING TREES AND VEGETATIVE UNDERGROWTH
AND (7) SEVEN SHRUBS PER 35 LINEAR FEET OF PERIMETER.
ASSOCIATED WITH ADJACENT WETLAND AREA. IF POST
CONSTRUCTION INSPECTION BY PLANNING STAFF
TYPE B BUFFER REQUIREMENT - B-3 ZONING VS R-12 ZONING
IDENTIFIES GAPS IN THE BUFFER THEN ADDITIONAL TREES
AND/OR SHRUBS WILL BE INSTALLED.
THE LANDSCAPE BORDER SHALL CONTAIN (1) ONE SHADE TREE
AND (7) SEVEN SHRUBS PER 35 LINEAR FEET OF PERIMETER. SIX
(6) FOOT HIGH SOLID WOOD FENCE OR MASONRY WALL
ADDITIONALLY REQUIRED
I I, mc c I NEI 11 oil
KEYQTY
PLANT HGT.
BOTANICAL NAME
COMMON NAME
AR
11
Acer rubrum 'Red Sunset'
Red Maple
QA
5
Quercus acutissima
Sawtooth Oak
ZS
7
Zelkova serrata 'Green Vase'
Japanese Zelkova
CC
7
Cercis canadensis'Forest Pansy'
Eastern Redbud
LI
12
Lagerstroemia indica 'Tuskegee'
Red Flowering Crape Myrtle
ICBN
134
Ilex cornuta 'Burfordi nana'
Dwarf Burford Holly
RI
47
Raphiolepis umbellata 'Pinkie'
Yeddo Hawthorne
PLANT SIZE
PLANT HGT.
REMARKS
2" CAL.
10'H
1
2" CAL.
10'H
PMA
2" CAL.
10'H
3 GROUPS, 25' o.c.
2" CAL.
10'H
8'H
3-5 STEMS
3 GAL
18"
5' O.C.
3GAL
18"
5'O.C.
NOTE: IF ANY DISCREPENCIES OCCUR BETWEEN PLANT COUNTS SHOWN IN THE PLAN AND THE PLANT LIST, THE PLAN SHALL DICTATE.
LANDSCAPE LEGEND
AREA TO BE MULCHED - 4" DEPTH PER
SPECIFICATIONS
+ + + + + AREA TO BE SEEDED WITH ERNST BASIN SEED
++++++++++ MIX (ERNMX-309 NC PIEDMONT RIPERIAN MIX
+ + + + + BY ERNST SEEDS OF MEADEVILLE, PA, AREA
SHALL NOT BE MOWED REGULARLY.
VEGETATED SHELF PLANTINGS (REFER TO
WET DETENTION BASIN HERBACEOUS
SCHEDULE)
SOD BIORETENTION SURFACE
SEEDED AREA WITH PERMANENT TURF
REINFORCEMENT MAT NAG ERONET P300 OR
EQUAL
40 20 10 0 40
1 "= 40'
Ea
9 H� zO T 0 �W
0 C� Of
}�� 0ww
�® = ¢LLD w
Ei < d- � m
a a� J=<ao
�Ir 4,� t =U -<0 o0
z P4
Z P4 o a
�o
c a
< s o0
aa= U }z¢ ?o
b wOfw gQ �(� ow
w m > K
W Q U)x w Z Z> o
W w 0 O w w Q
rm =xm 2=xo zN
= 8, � <- 0 0 z
W= o w O O w o
_1 U) m K (nZU
Of
0�of w�
a so
�Z wwz a =
-, C� QQ� >_ �r
(n Z_32YYuo_ o0
CSW wc� ofOfofw w
w�
H Z z O O w -
b Q w 0> y< o w
>dW U)3:"nn3: - z
W,-4 awOwww= aw
9P� 5zmzzz0-
o
�� om
z
REVISIONS
REV
DATE
COMMENT
BY
1
6/15/16
LIDL PLAYBOOK REV.
PMA
KNOW WHAT'S BELOW
ALWAYS CALL 811
BEFORE YOU DIG
It's fast. It's free. It's the law.
NOT APPROVED FOR
CONSTRUCTION
PROJECT No.: NCR151000
DRAWN BY: PMA
CHECKED BY: MAR
DATE: 10/19/15
SCALE: 1" = 40'
CAD I. D.: SSO
PROJECT:
ROCKINGHAM
GROCERY
LIDL US
OPERA T1(317 N S)
LLC
L,OC.ATTON OF SITE
705 U.S. 74 BUSINESS
RICHMOND COUNTY
ROCKINGHAM, NC 28379
JR0T LIE IR
IENGYNEERHNG NC, IF LL(C
NCBELS P-1132
4011 WESTCHASE BLVD., SUITE 290
RALEIGH, INC 27607
Phone: [phone]
Fax: [phone]
[e-mail]
SHEET TITLE:
LANDSCAPE
PLAN
SHEET NUMBER:
C-7,0

rn
o N g25g20
AREA 784 S. F. / 0.018 AC ES f
AREA WITHIN POSSIBLE OVER t.0
b.0
'0.0'0.0b.0
b.0 b.0
b0
ZONED R-20
ZONED 0-/
AREA= 3,714 S.F. / 0.085 ACRES,t
AREA WITHIN POSSIBLE OVERLAP \
ROBERT B. WILLIAMS, ✓R.
PlN• 7472-0996-3244
D.B. 1106, PG. 377
SLIDE 388-A
ZONED 0-I, R-20
USE- RESIDENTIAL
IVI G
r Z
WETLAND AREA
ROBERT B. WILLIAMS, ✓R.
PIN.- 7472-0996-3244
D.B. 1106, PG. 377
SLIDE 388-A
ZONED 0-4 R-20
USE- VACANT
FOUNTAIN POINTE APARTMENTS, LP
PIN- 7472-0295-8703
D.B. 1655, PG 121
SLIDE 533-D
ZONED B-3
USE .• RESIDENTIAL
SITE CURRENTL Y UNDER CONSTRUCTION
(OBSERVED EV/DENCE OF CURRENT EARTH MOVING WORK
b.9-0-� -� T b.9 °
b.o (J .1 Ls ys 26 �Z1�� y.3 y.1 b.o
b.0 b.o b.0 �Q b-0 S s s 9.9 y.1 1.6 2 i 2 �O
b.o b.a �. r� .1 2.0 '' % .7I,j b.o .o to
.4 1.8 1.2 2.0 .4 $.2 ro.0
ro.o b.o � b.o 2.1 1.1 1s 2s `; '" b.e 1.4 1.3 b. b.o 0
(,,. .a 1.3 b.9 1.4 1.a '0.9 r o b.
b.0 b.0 Q . : b.0 - p � - __ 2.3
/ - 1.7 1.6 2.1 2.6 2.0
b.0 b.0 (� 3.1 2.5 2.1 1.3 1.4 1.1 2.1 1.6 .9 b.o
�� b.0 '1.2 `L9 2 2.3 y.5 y.2 y.0 �0 b.0
b.0 b.0 b.7 .4 2.6 2.7 2.3 1.7 1.8 2.2 2.1 2.3 1.0 � b.0 1 b.1
2.2 2.7 .4 1.6 y 3
b.0 b.0 b.0 2.5 1.9 1.5 2.0 2.3 1.9 b.1 b.1 b.1
b.0 b.0 b. b.0 1.7 2.7 2.6 2.2 1.6 1.8 2.2 1.3 1.2 .2 bl1
'm b.o b.a 1.3 2.5 2.5 2.1 1.4 1.o b.2 b.z b.1
1.7 1.9 '8 2. .3 b.3 b.3
b.o ° 1.a 1.s y.1 i b a
b.o b.a 2.z 1.6 1.8 1.9 W .z b.5 b.a b.2
b.o b.0 b.o 1.3 2. 2.a 2.a s -
1.7 1.e I bs b.3
b.0 .0 b.0 b.1 b.9 2.0 2.3 2.2 2. Ci 1.5 1.7 1. 1.6 '09 b.6 b.5 b.1
b.o /� b.o s 1.4 2.2 2., 2.1 1.,
b.0 b.� b b. b.9 .9 2.0 5 .5 !L 1.6
8 b. b.3
b.0 .0 i b.0 b.7 1.5 2.0 1.9 1.6 1.3 1.2 b.9 1.1 -09 b.7 b.4 b.1
1.4 1.3 b.8 1.0 m 0.8 .5 b.
b.0 b.0 1.0 y. 1.8 y.7 1.4 1.4 1.2 .1 `i. b.6 b.4 b.1
b.0 b.0 - 1.0 1.7 1.5 '� b.e
.0 to b.9 1.3 .7 1.3 1.4 1 1.4 1.0 1.0 9 y. b.9 b.5 .2
b.0 0 1.0 1.1 .3 1.1 � b. y. b.6 b.3 b.0
b.7 1.2 1.2 1.4 1.3 W 1.1 8 `2.0 b-8 b.4 b.1
1.0 1.3 1.3 1.1 1.3 b.9 b.7' 1.3 _
b.o b.o ro.z 1.z 1.2 1.o 1.0 b. b.5 b.2
.0 b.1 1 1.1 1.2 y.s 1.0 y.2 y.2 y.2 12 .7 ro.7 b4
1.3 1.z 1.1 1.o b. b s b ,
ro-0 1.3 y p 1
1.2 1.z y
b.0 b.1 `1.3 y.2 1.2 1.1 1.2 1.o b.9 Li .7 1.8 3 b.2
3 '2 .9 ro.6 b.3 b.0
.0 b.i 1.5 1.4 9.2 1.1 1.3 ?j 1.3 b.9 .5
1.8 1.5 1.3 1.2 1.3 1.2 y.0 b b8 2.3 b.1
.1 b. 1.3 1.5 .5 W 1.4 1.1 0 �JJ 1. b.5 b.3 b.0
1.8 1.4 1.3 1.2 1.6 b. 1.7 .9 .8
b.1. b.z 2 1.7 1.6 1.a 1.2 m1.o b.7 b.4 b.1
1.8 1.8 1.6 1. 1.3 1.5 1.7 1.7 y.3 1.0 .7 ) b.5 b.2
b.1 b.3 1.3 11.5 1.7 y. 1.8 1.1I b.6
1.5 1.1 1.z b.a b.1
b. b.2 2.3 DB2 .1 1.5 .4 1.4 1.6 1.8 .6 1.3 b. LU
� b
b.1 b. 1.a 1.3 1.4 1.6 y, ).6 PROPOSED GROCERY STORE 2 b b.6 b. b.3 b.2
.7 1.5 1.3 fib. 1.0
b.2 b.3 .2 1.9 y.4 1.4 1.3 1.6 1.7 .5
2i 1.s 1.5,,, 1.2 y' b.9 1 PROTOTYPE: 267 -S -2-R
b.1 5 1. 1.z 1.a 1.s y s b.a b.
1.6 1. 1.1 9 11 35,962 SF
b.1 b.2 1.4 1.2 1.4 .4 1 2 1.1 1.2 b.9 .5
1.7 1.6 1.4 1.1 y.3 '1.3 '1.2 1.1 1.1
''b.2 b.1 1 9
1.7 1.6 1.3 1., .1 1., 1.5 FFE = 271.10 1 II 1. b.8 c
b.1 b, 1.z 1.z 1., 1.0 1.2 W .4� 1.4 s 1.1 b.a .a
b.0 b' 1. 1.7 1.6 1.5 1t 1.2 .z 1.2 10 1, 1, 153 PROVIDED PARKING SPACES 1. 1., b.6
b.1 1 1.7 1.6 1.1 1.1 y.3 1.3 1. 1.0 � 1.2 `1. b.8 b.6 b..
b.0 b., 1.a 1.s 1.5 y., 1.3 (MINIMUM 150) I N 9 b
1.6 1.7 1.0 1.1
b.1 b.s 1.1 1.z 1 1.a ., m 1 b.5
1.8 .7 1.3 1.0 y. b.
b.0 b. 1.1 .4 Ci 1.2 y.1 1 1.0 .6 3
b.0 b.1 1.9 1.7 1.6 1.1 y, 6 y.5 .7 b.4
1.0 1.s 1.a 1.3 U.8
b.0 q 1.6 1.2 1.1 1.1 y.t y.2 1.2 b.5 b.s
1.6 1. 1.6 1.1 1.0 .0
b.o b.1 1.z z 1. 1.0 ,�., ys bs b.a
b.0 b.9 1.4 1.5 1.3 1.2 1 11.2 W .1 1.1 1.1 b.5
1.o b.9 b.7 2.0 \
b.a b., 1s s 1.7 1.a 1.z 1.0 1.. s 1s 1 16 b. b.3
b.o b.o 1.2 1.s 1.6 1.a 1.a 1.z 2 1.a
1.1 1.0 .7422
b.9 b.4
b.0 b .4 1.8 1.7 y.2 '1.4 1.3 .8 42 B.5
1.7 1.7 1.2 y.0 b.9 1.7 2.1 b.
b.o b., 1.s 1.a 1.3 1.z 1. 1.o cn , 1 2.1 b. b.a
1.a 1.s 2.0 1.0 1., 2
b.0 .3 .9 b.8 b.7 1 1.1 .5
b.o b.1 - 9 1.9 1.a 1.2 1.2 1.a 1.a I s b.a
b.1 2. 2.0 _\2.1 .6 1:2 �., 1.0 1.0 .6 1.2
b.0 B 2.3 2.0 1.4 1.1 1., 1.o b.9 b.7 .8 b.9 b.5
b.o b 2.7 b.o 1.s 1 s 5.2 1.1 1.1 1.1 1.0 b.9 b 7 II 1. b.7 b.3
1.0 b.9 b.9 b 8 1.Oli 4 1. b.9 46
b.2 2.2 1.s a 1.3 1. 1., 1 1
2. 2.0 2.1 s bs w o i1 a
b. b.1 y.3 y .s b.e b. .5 1.1I b.s
b., b.z a 1.8 a , °
b.z y. 2.0 2.1 W b.a b.6 2 I.
2.z 1.6 1.a bs b.a a 1. m i' 7 1.4 1 b.a
A2 b. 1 1.s 20a y.7 y.s y.t b.9 b.8 y.2 ii s
b.z 1.7 2.0 9 \ 1' 1.7 1. 1 .8 b.7 0 4 1.0 7 t
b.3 2 b` 1.7 1.7 1.4 1.31 .1 b.7 b.4
.3 1.0 b.8 W LL
b.1 U.1 \ 1.a 1.
-1 r b.9 .7 1).8 .5
1.s 1.s
.2 b.3 b., b.1 b.2 1.5 1.s 1.7 1.6 1.6 1.2 1.5 1.3 1.0 b.8 wp. �I :y 1.2 b.5 b.3
1. 1.1
1s 1.a 1.a 2.0 1 1 o bs bs b 7 mb.9 1.2 b.7 I b.5l�b b.2 b b.o
b.1 1., 1.s 1.6 1.7 1.5 1.z 1., 1 2.z 1. b.6
b.z b.8 1.5T� 1.s 1.a .q b.o 11
_ 1.3 u- 1 o s b.a 2
ro.1 %<- b.z 1.z 1.a 2.1 1.s .8 1.6 1.4 w 1.6 b.
b., b o 2. 1.a 1. 2.0 1.6 1. �' 0 1 .0 y
b.o bs 1. ;-{- 1.7 I, 1 '2 b.7 �. b., -0.0 n
b.1 b.o b.o b.2 1.3 2.2 1.5 2.6
.3 ).7 1.7 1.5 5 m Ip.5 U.2 b.0
b.o b.o b.a b.7 Ilk
1.9 .1 III1 ----
I 2.3 1.6 2.6 'Y.6 1.7 2 r______________________ ___ 2.0 1 I .3 b.i y■
b.0 b.1 1.2 .8 1.7 1. 1.8 2 it 1.1 1.2 1.3 1.5 `� �tf�S b.4 b.t b.0
b.0 '' 8 1.9 1.2 1.3 1.3 1.4 1.7 b.9 b.5
b.0 b.0 b.0 b.2 1.5 .B 2.0 1.6
I 'm b.0 b.0 1.6 1. 1.z b.
b.0 - b.o b.1 b.3 1:o b.a 2s 1.7 1.9 1s ,� .I 1.a 1.5 1.a y. ba ro.1
E 1 1.2 1.s b.o
b.0 b.0 b.1 b.6 7 1. 1. 1.9 1 1.6 1.5 1.6 b.7 b.5 °
-bo b.0 b.o b.a b.4 _�sYs- 1.4 -Ir.� bs
i b.1 b.3 ro.s b.3 1.6 2.0 2., E�.2 1.sE n E E 3 b., b.o
b.o b.o b.0 b.2 b. .8 2.0 2.0 a M �s j�� M M,a til .7 b.5 t b.0
b.2 '
b.0 b.0 b.0 b.1 b.3 2 - - 1.71 9 1.7
b.2a b.5 b. b.o
� SCC -� 2.2 1.a
0 2.2 .5
- 'A� b.0 b.2 2 1.5 1.4 2.0
b.1 J� 2.3 1.6 1.3 1.4 1.7 1.9 '>r? 1.s 1.5 1.2 b. b.3 I b.1 '0.0
b.o b.o X b.o bo b., b.2 ., 1.s 1. 1. 2:0 2. 3 E >=E E b t� b.3 0
to b. b.t-- -b.�- b.a - b.2 b.,
b.0 0. a
b.0 b.o 1.9 2.9 - 1.9 T. -: b.3 b.1 b v
b.0 b.1 b.3 __ _--
b.0 ro.0 b.0 .1 X b.3�_ ' - - b.1 1.0 0 (dt 3 1.5 1.2 1. 2.0 2 4
b.0 b.0 b.0 U.4
b.0 b.0 b.0 b.1
-ov-avb.a or-d9:e-ov �JU3
-�
b.o- b.o b.1
to b.0 b.0 b.1
b.1 b.o 0
•T-�'( T 0.1 T b.0 b.o
b.o b.1 b.0 to _
Ric .a b.o b.0 b.0
b.o b.o b.o b.o
b.o b.0 to
SIGNALIZED INTERS&TION b'0
U.S, 74 e B ��N��� �
APPROXIMATELY 14,023 ADT
ASPHALT PAVED PUBLIC ROADWAY
(150' PUBLIC R/W)
(45 MPH SPEED LIMIT) I
b�
b.1
-r I
--I-r------- ----------------------------------------------b.a----b.0_
uv
.,..
b.o
b.0 b.0
b.0 b.0
AVG / MIN
LIGHT TRESPASS+
.0 .0
'0.0�770
b.0 b.0
b.0 b.0 b.0 U.0 b.o b.0
b.0 b.0
b.1
.
.z
b.
b.o
b.o b.o
ro.0
b.o b.o b.o b.o b.0 b.0 b.�
b.o b.o b.o b.0 b.o b.o b.o .0 .0
WETLAnnIIf1
AREA b.o b.o
b.3 b.4
b.1 b.4 .1
b.o b.0
b.0 b.0 b.0 b.0 b.0 b.0 b.0 r
Q
b.0 b.0 b.0 b.o b.0 b.o O
b.3 b.2 V.0
b.o
b.o b.o b.o
b.o b.o b.o
b.1 b.1
b.1
.1 b.o
b.o b.o b.o b.o b.0 n
U. b.o b.o ro.1 �.
ro.3 b.3 b.0
�z b.1 ro.0
b.o b.0 b.o
b.1
b.1 b.1 b.,
b.1 b.1
b.1 b.1
b.o _°�
b.1 ro.0 b.0 b.0
b.o h1 b.1 b-1 b.o b.0 �
b.0 b.3 b., b.1
b.0 b.0 b.1
b.o b.o b.1
b.i b.z
b.2
:^e:e°s°s
esp ^°q 1
^"
b.1 b. b.1
b.1 b.1 b-1 b.0 b.0 ro.o
b.1 b.1 ro.z �T
b.1 b.1 b.1
b.0 b.1 b.1 b.1
b.1 b.1 b.2
'0.1
b.2 b.
°8^4: b.1
'^`r e '
1 b.2
b.i b.0 'b.o
.2 b.2 b.2 b.2 b.2 C =�D
b.o
'(1 b.1 b.0 n
b.o b.1 b.2 b.2
b.1 b.2
b.z b
b.4
b.2
b.2 b.3 b.3 b.1 b.0 b.0 .0 b.0
b.3 b.3 b.3 b.a
b., ro,3 L©
b.o b.z ro.a � b.a
b.5 ro.6
b.s b.s
1.0 1.6
b.a
'1.1
b.3 b.o b.o b.
b.a b.a b.4 b.1 b.0 b.0
b.1 00 b.6 b.8
�b 1 b.3 b.7
°���Q
,� b.z b.e
b.5 bs b.7
b.e b.a 1.7
1.6 2.9 2.30
2.7
2.z B ���•��
`1.4 y.0
1.7 1.z
b.0 b.0
bs b.
.5 b.5 b.5 b.0
b.5 b.5 b.5 U.0 b.0
E �s E E bs b.z b.o b
b.9-0-� -� T b.9 °
b.o (J .1 Ls ys 26 �Z1�� y.3 y.1 b.o
b.0 b.o b.0 �Q b-0 S s s 9.9 y.1 1.6 2 i 2 �O
b.o b.a �. r� .1 2.0 '' % .7I,j b.o .o to
.4 1.8 1.2 2.0 .4 $.2 ro.0
ro.o b.o � b.o 2.1 1.1 1s 2s `; '" b.e 1.4 1.3 b. b.o 0
(,,. .a 1.3 b.9 1.4 1.a '0.9 r o b.
b.0 b.0 Q . : b.0 - p � - __ 2.3
/ - 1.7 1.6 2.1 2.6 2.0
b.0 b.0 (� 3.1 2.5 2.1 1.3 1.4 1.1 2.1 1.6 .9 b.o
�� b.0 '1.2 `L9 2 2.3 y.5 y.2 y.0 �0 b.0
b.0 b.0 b.7 .4 2.6 2.7 2.3 1.7 1.8 2.2 2.1 2.3 1.0 � b.0 1 b.1
2.2 2.7 .4 1.6 y 3
b.0 b.0 b.0 2.5 1.9 1.5 2.0 2.3 1.9 b.1 b.1 b.1
b.0 b.0 b. b.0 1.7 2.7 2.6 2.2 1.6 1.8 2.2 1.3 1.2 .2 bl1
'm b.o b.a 1.3 2.5 2.5 2.1 1.4 1.o b.2 b.z b.1
1.7 1.9 '8 2. .3 b.3 b.3
b.o ° 1.a 1.s y.1 i b a
b.o b.a 2.z 1.6 1.8 1.9 W .z b.5 b.a b.2
b.o b.0 b.o 1.3 2. 2.a 2.a s -
1.7 1.e I bs b.3
b.0 .0 b.0 b.1 b.9 2.0 2.3 2.2 2. Ci 1.5 1.7 1. 1.6 '09 b.6 b.5 b.1
b.o /� b.o s 1.4 2.2 2., 2.1 1.,
b.0 b.� b b. b.9 .9 2.0 5 .5 !L 1.6
8 b. b.3
b.0 .0 i b.0 b.7 1.5 2.0 1.9 1.6 1.3 1.2 b.9 1.1 -09 b.7 b.4 b.1
1.4 1.3 b.8 1.0 m 0.8 .5 b.
b.0 b.0 1.0 y. 1.8 y.7 1.4 1.4 1.2 .1 `i. b.6 b.4 b.1
b.0 b.0 - 1.0 1.7 1.5 '� b.e
.0 to b.9 1.3 .7 1.3 1.4 1 1.4 1.0 1.0 9 y. b.9 b.5 .2
b.0 0 1.0 1.1 .3 1.1 � b. y. b.6 b.3 b.0
b.7 1.2 1.2 1.4 1.3 W 1.1 8 `2.0 b-8 b.4 b.1
1.0 1.3 1.3 1.1 1.3 b.9 b.7' 1.3 _
b.o b.o ro.z 1.z 1.2 1.o 1.0 b. b.5 b.2
.0 b.1 1 1.1 1.2 y.s 1.0 y.2 y.2 y.2 12 .7 ro.7 b4
1.3 1.z 1.1 1.o b. b s b ,
ro-0 1.3 y p 1
1.2 1.z y
b.0 b.1 `1.3 y.2 1.2 1.1 1.2 1.o b.9 Li .7 1.8 3 b.2
3 '2 .9 ro.6 b.3 b.0
.0 b.i 1.5 1.4 9.2 1.1 1.3 ?j 1.3 b.9 .5
1.8 1.5 1.3 1.2 1.3 1.2 y.0 b b8 2.3 b.1
.1 b. 1.3 1.5 .5 W 1.4 1.1 0 �JJ 1. b.5 b.3 b.0
1.8 1.4 1.3 1.2 1.6 b. 1.7 .9 .8
b.1. b.z 2 1.7 1.6 1.a 1.2 m1.o b.7 b.4 b.1
1.8 1.8 1.6 1. 1.3 1.5 1.7 1.7 y.3 1.0 .7 ) b.5 b.2
b.1 b.3 1.3 11.5 1.7 y. 1.8 1.1I b.6
1.5 1.1 1.z b.a b.1
b. b.2 2.3 DB2 .1 1.5 .4 1.4 1.6 1.8 .6 1.3 b. LU
� b
b.1 b. 1.a 1.3 1.4 1.6 y, ).6 PROPOSED GROCERY STORE 2 b b.6 b. b.3 b.2
.7 1.5 1.3 fib. 1.0
b.2 b.3 .2 1.9 y.4 1.4 1.3 1.6 1.7 .5
2i 1.s 1.5,,, 1.2 y' b.9 1 PROTOTYPE: 267 -S -2-R
b.1 5 1. 1.z 1.a 1.s y s b.a b.
1.6 1. 1.1 9 11 35,962 SF
b.1 b.2 1.4 1.2 1.4 .4 1 2 1.1 1.2 b.9 .5
1.7 1.6 1.4 1.1 y.3 '1.3 '1.2 1.1 1.1
''b.2 b.1 1 9
1.7 1.6 1.3 1., .1 1., 1.5 FFE = 271.10 1 II 1. b.8 c
b.1 b, 1.z 1.z 1., 1.0 1.2 W .4� 1.4 s 1.1 b.a .a
b.0 b' 1. 1.7 1.6 1.5 1t 1.2 .z 1.2 10 1, 1, 153 PROVIDED PARKING SPACES 1. 1., b.6
b.1 1 1.7 1.6 1.1 1.1 y.3 1.3 1. 1.0 � 1.2 `1. b.8 b.6 b..
b.0 b., 1.a 1.s 1.5 y., 1.3 (MINIMUM 150) I N 9 b
1.6 1.7 1.0 1.1
b.1 b.s 1.1 1.z 1 1.a ., m 1 b.5
1.8 .7 1.3 1.0 y. b.
b.0 b. 1.1 .4 Ci 1.2 y.1 1 1.0 .6 3
b.0 b.1 1.9 1.7 1.6 1.1 y, 6 y.5 .7 b.4
1.0 1.s 1.a 1.3 U.8
b.0 q 1.6 1.2 1.1 1.1 y.t y.2 1.2 b.5 b.s
1.6 1. 1.6 1.1 1.0 .0
b.o b.1 1.z z 1. 1.0 ,�., ys bs b.a
b.0 b.9 1.4 1.5 1.3 1.2 1 11.2 W .1 1.1 1.1 b.5
1.o b.9 b.7 2.0 \
b.a b., 1s s 1.7 1.a 1.z 1.0 1.. s 1s 1 16 b. b.3
b.o b.o 1.2 1.s 1.6 1.a 1.a 1.z 2 1.a
1.1 1.0 .7422
b.9 b.4
b.0 b .4 1.8 1.7 y.2 '1.4 1.3 .8 42 B.5
1.7 1.7 1.2 y.0 b.9 1.7 2.1 b.
b.o b., 1.s 1.a 1.3 1.z 1. 1.o cn , 1 2.1 b. b.a
1.a 1.s 2.0 1.0 1., 2
b.0 .3 .9 b.8 b.7 1 1.1 .5
b.o b.1 - 9 1.9 1.a 1.2 1.2 1.a 1.a I s b.a
b.1 2. 2.0 _\2.1 .6 1:2 �., 1.0 1.0 .6 1.2
b.0 B 2.3 2.0 1.4 1.1 1., 1.o b.9 b.7 .8 b.9 b.5
b.o b 2.7 b.o 1.s 1 s 5.2 1.1 1.1 1.1 1.0 b.9 b 7 II 1. b.7 b.3
1.0 b.9 b.9 b 8 1.Oli 4 1. b.9 46
b.2 2.2 1.s a 1.3 1. 1., 1 1
2. 2.0 2.1 s bs w o i1 a
b. b.1 y.3 y .s b.e b. .5 1.1I b.s
b., b.z a 1.8 a , °
b.z y. 2.0 2.1 W b.a b.6 2 I.
2.z 1.6 1.a bs b.a a 1. m i' 7 1.4 1 b.a
A2 b. 1 1.s 20a y.7 y.s y.t b.9 b.8 y.2 ii s
b.z 1.7 2.0 9 \ 1' 1.7 1. 1 .8 b.7 0 4 1.0 7 t
b.3 2 b` 1.7 1.7 1.4 1.31 .1 b.7 b.4
.3 1.0 b.8 W LL
b.1 U.1 \ 1.a 1.
-1 r b.9 .7 1).8 .5
1.s 1.s
.2 b.3 b., b.1 b.2 1.5 1.s 1.7 1.6 1.6 1.2 1.5 1.3 1.0 b.8 wp. �I :y 1.2 b.5 b.3
1. 1.1
1s 1.a 1.a 2.0 1 1 o bs bs b 7 mb.9 1.2 b.7 I b.5l�b b.2 b b.o
b.1 1., 1.s 1.6 1.7 1.5 1.z 1., 1 2.z 1. b.6
b.z b.8 1.5T� 1.s 1.a .q b.o 11
_ 1.3 u- 1 o s b.a 2
ro.1 %<- b.z 1.z 1.a 2.1 1.s .8 1.6 1.4 w 1.6 b.
b., b o 2. 1.a 1. 2.0 1.6 1. �' 0 1 .0 y
b.o bs 1. ;-{- 1.7 I, 1 '2 b.7 �. b., -0.0 n
b.1 b.o b.o b.2 1.3 2.2 1.5 2.6
.3 ).7 1.7 1.5 5 m Ip.5 U.2 b.0
b.o b.o b.a b.7 Ilk
1.9 .1 III1 ----
I 2.3 1.6 2.6 'Y.6 1.7 2 r______________________ ___ 2.0 1 I .3 b.i y■
b.0 b.1 1.2 .8 1.7 1. 1.8 2 it 1.1 1.2 1.3 1.5 `� �tf�S b.4 b.t b.0
b.0 '' 8 1.9 1.2 1.3 1.3 1.4 1.7 b.9 b.5
b.0 b.0 b.0 b.2 1.5 .B 2.0 1.6
I 'm b.0 b.0 1.6 1. 1.z b.
b.0 - b.o b.1 b.3 1:o b.a 2s 1.7 1.9 1s ,� .I 1.a 1.5 1.a y. ba ro.1
E 1 1.2 1.s b.o
b.0 b.0 b.1 b.6 7 1. 1. 1.9 1 1.6 1.5 1.6 b.7 b.5 °
-bo b.0 b.o b.a b.4 _�sYs- 1.4 -Ir.� bs
i b.1 b.3 ro.s b.3 1.6 2.0 2., E�.2 1.sE n E E 3 b., b.o
b.o b.o b.0 b.2 b. .8 2.0 2.0 a M �s j�� M M,a til .7 b.5 t b.0
b.2 '
b.0 b.0 b.0 b.1 b.3 2 - - 1.71 9 1.7
b.2a b.5 b. b.o
� SCC -� 2.2 1.a
0 2.2 .5
- 'A� b.0 b.2 2 1.5 1.4 2.0
b.1 J� 2.3 1.6 1.3 1.4 1.7 1.9 '>r? 1.s 1.5 1.2 b. b.3 I b.1 '0.0
b.o b.o X b.o bo b., b.2 ., 1.s 1. 1. 2:0 2. 3 E >=E E b t� b.3 0
to b. b.t-- -b.�- b.a - b.2 b.,
b.0 0. a
b.0 b.o 1.9 2.9 - 1.9 T. -: b.3 b.1 b v
b.0 b.1 b.3 __ _--
b.0 ro.0 b.0 .1 X b.3�_ ' - - b.1 1.0 0 (dt 3 1.5 1.2 1. 2.0 2 4
b.0 b.0 b.0 U.4
b.0 b.0 b.0 b.1
-ov-avb.a or-d9:e-ov �JU3
-�
b.o- b.o b.1
to b.0 b.0 b.1
b.1 b.o 0
•T-�'( T 0.1 T b.0 b.o
b.o b.1 b.0 to _
Ric .a b.o b.0 b.0
b.o b.o b.o b.o
b.o b.0 to
SIGNALIZED INTERS&TION b'0
U.S, 74 e B ��N��� �
APPROXIMATELY 14,023 ADT
ASPHALT PAVED PUBLIC ROADWAY
(150' PUBLIC R/W)
(45 MPH SPEED LIMIT) I
b�
b.1
-r I
--I-r------- ----------------------------------------------b.a----b.0_
uv
.,..
--�
AVG / MIN
LIGHT TRESPASS+
.0 .0
'0.0�770
OHC
. ®5
b.2 b.3 S b
b4OH'
b.1
.
.z
.4 0.s
b.5 b3 b.i
'01 b.o .b.
L b.b.2
. b.2 .
r
b.1 '0.1
'h 1
a I�
--------------------------
----------------------EP
b.0 b.0 b.
b .
I
GRASS MEDIAN ❑o
4,
b.3 b.1 -----
T T' T b' T '' T
LLLJJJ �w_w
fin T��T--+S-�-T-.�-T-�T �, 1
---------=
_ �Ww------
� -
-1-p
---�S--EP
b., - -b.o-
o b.0
-
W
,W -W
b 0
b.o b)
4 b.0
.1 b.o
h2 b.1 b.0
to b.0 b.0 b.o b.c
b.0 b.0 b.0 ro.0
to b.0 -�.� ro.a �� b.o
-to
b.1
a
b.0 -
b.0 b.0 b.3 b.4
b.o
I
J
6470-NW.IES
_----------\ -----------------------------------fie---
_FP_--------- -w>�-w w w w w
\��
w w
w�w
G ��G
2
�
w�w
(1) LIGHT ARRAY OF 64
ECF-5-135LA-
ABSOLUTE
0..85
I i
1 I
/ 1
LEDs DRIVEN AT 700mA
cT�
N 425,10
H:\2015\NCR151000\DRAWINGS\PUN SEfS\NCR151000SS1.DWG PRIMED M': PASCHE 6.24.16 ®3:39 PN VST SAVED BY: PASCHE
b.7
1.7 2s 2.2 1.2
SYMBOL
1.3
b.s b.1 b.1
FO e
-$8 F
H
AVG / MIN
LIGHT TRESPASS+
.0 .0
'0.0�770
OHC
. ®5
b.2 b.3 S b
b4OH'
b.1
.
.z
.4 0.s
b.5 b3 b.i
'01 b.o .b.
L b.b.2
. b.2 .
r
b.1 '0.1
'h 1
1.5 FC
.��- .
b.0 b.0 b.
b .
2.5:1
i
b.1
4,
b.3 b.1 -----
T T' T b' T '' T
b.0 b.0
TAT-17�T p b T b.0
fin T��T--+S-�-T-.�-T-�T �, 1
b.o b.1 b.1 b.1 b.1
�EiBC�fi]8
b.o
b.1
b.1
b., - -b.o-
o b.0
-
b.0 b.o b.1 b.1 b.0
b.0 '0.0 �.1 b.3 b.0
b 0
b.o b)
4 b.0
.1 b.o
h2 b.1 b.0
to b.0 b.0 b.o b.c
b.0 b.0 b.0 ro.0
to b.0 -�.� ro.a �� b.o
-to
b.1
b.2 b.2 b.o
-
b.0 -
b.0 b.0 b.3 b.4
b.o
I
J
6470-NW.IES
C
2
�
w�w
(1) LIGHT ARRAY OF 64
- - - - - - --
CONCRETE MED/AN
b.0
D
STATISTICS
DESCRIPTION
SYMBOL
AVG
MAX
MIN
MAX / MIN
AVG / MIN
LIGHT TRESPASS+
LLF
0.3 FC
3.5 FC
0.0 FC
N/A
N/A
PARKING LOT
+
1.5 FC
4.0 FC
0.6 FC
6.7:1
2.5:1
LUMINAIRE SCHEDULE
SYMBOL
LABEL
QTY
CATALOG NUMBER
DESCRIPTION
LAMP
FILE
LUMENS
LLF
WATTS
A
7
161-4-150LA-6470-
161 SCONCE WITH TYPE
(2) LEDgine 32 LUXEON R
161-4-150LA-
ABSOLUTE
0.85
142
NW
4 OPTIC AT 700mA
NW
6470-NW.IES
B
8
ECF-4-135LA-6470-
ECOFORM
(1) LIGHT ARRAY OF 64
ECF-4-135LA-
ABSOLUTE
0.85
138.5
®
NW
LEDs DRIVEN AT 700mA
6470-NW.IES
C
2
ECF-5-135LA-6470-
ECOFORM
(1) LIGHT ARRAY OF 64
ECF-5-135LA-
ABSOLUTE
0..85
278.2
NW
LEDs DRIVEN AT 700mA
6470-NW.IES
NOTE: PLEASE REFER TO THE PLAN CREATED BY BARRY THOMAS FROM ALLSTATE LIGHTING DATED 6/25/15.
ALDI (N.C.) L.L.C.
PIN.- 7472-0295-9336
D. B. 1452, PG. 129
ZONED B-3
E. GROCERY STORE
USE
m
N q25 200
OUTPARCEL HOLDINGS, L.L.C.
PIN 7472-0295-9153
D.B. 1659, PG. 240
SLIDE 773-V
ZONED B-3
ISE.• FAST F000 RESTAURANT
o T � Q
b.0
----------------------EP------
b.0
-w �nNCRETE MEDIAN
�------------------------------ti c--------'�
w ----W --- w--- w--- w w�--w----------------------------------------
- i
GG-0-0-0-0-00-
� J
G G G G G � G G G G G G GG�-G
1 1
1 I
� I
I�
I� �I
I I
i
E
------ ----
GENERAL NOTES
1. THIS PLAN IS TO BE UTILIZED FOR LIGHTING PURPOSES ONLY. REFER TO
ELECTRICAL ENGINEERING PLANS FOR CIRCUITRY DESIGN AND
SPECIFICATIONS.
2. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL PROVIDE
SUBMITTALS TO THE PROJECT ENGINEER (BOHLER) FOR REVIEW AND
APPROVAL. SUBSTITUTION REQUESTS MUST BE ACCOMPANIED BY A
HORIZONTAL PHOTOMETRIC STUDY DEMONSTRATING THAT THE
FIXTURE(S) IN QUESTION WILL MEET THE DESIGN INTENT OF THIS PLAN.
SUBSTITUTION REQUESTS WITHOUT A PHOTOMETRIC STUDY WILL BE
REJECTED.
3. LIGHTING FIXTURE MANUFACTURER: PHILLIPS LIGHTING.
LIGHTING NOTES:
1. THIS LIGHTING PLAN DEPICTS PROPOSED SUSTAINED ILLUMINATION LEVELS CALCULATED USING DATA PROVIDED
BY THE NOTED MANUFACTURER(S). ACTUAL SUSTAINED SITE ILLUMINATION LEVELS AND PERFORMANCE OF
LUMINARIES MAY VARY DUE TO VARIATIONS IN WEATHER, ELECTRICAL VOLTAGE, TOLERANCE IN LAMPS, THE
SERVICE LIFE OF EQUIPMENT AND LUMINARIES AND OTHER RELATED VARIABLE FIELD CONDITIONS.
2. THE LIGHT LOSS FACTORS USED IN THESE LIGHTING CALCULATIONS ARE 0.85 FOR ALL LED LUMINARIES
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 LUMINARIES, 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 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 AND ARE, CONSEQUENTLY, APPROXIMATIONS ONLY. 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 LUMINARIES, 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. 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.
11. 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.
40 20 10 0 40
1.1= 40'
E ¢
Hrn z0 0 �W
0 L� 0 Z5
�Ww � =z
P4 0
1 ] '!� ofZa m
a F� J=HQO
U¢ F U o 0
Z
�o
¢Q a¢ o0
�77
U
F) >:,z
W g Q� 0 o w
WCID 2>of
�W� <U)i=WZZ> oS
4� �W >w0 Ow wQ m
wO w¢ O O w o
J(n 0_' mfn Z w
♦ ♦ ♦ ♦ ♦ ♦ ♦ r -
E-
Eo
0� z Ofw
U 0 ¢
of
z
- C5Lu Z w z ¢
w¢¢� Lu �r
Z_3 g Y Y0 of Of of
a o 0
H Z z 0 0 w w -
b ¢ w 0> Y�< o w
>1� u)3:"nn���a z
awOwww= aw
xzmzzz0-
o w
CC o O°
REVISIONS
REV
DATE
COMMENT
BY
1
6/15/16
LIDL PLAYBOOK REV.
PMA
KNOW WHAT'S BELOW
ALWAYS CALL 811
BEFORE YOU DIG
It's fast. It's free. It's the law.
NOT APPROVED FOR
CONSTRUCTION
PROJECT No.: NCR151000
DRAWN BY: PMA
CHECKED BY: MAR
DATE: 10/19/15
SCALE: 1" = 40'
CAD I. D.: SS1
PROJECT:
RO \(f V
KING HIAM
GROCERY
FOR
LIDL US
OP]�J�1- TIO1�TS�
LLC
L.00ATION OF SITE
705 U.S. 74 BUSINESS
RICHMOND COUNTY
ROCKINGHAM, NC 28379
JROHLER
]ENGINEERING NC, ]FILL.
NCBELS P-1132
4011 WESTCHASE BLVD., SUITE 290
RALEIGH, INC 27607
Phone: [phone]
Fax: [phone]
\\111111111/////
°o��FESS/0/1 o
° 4o.
06 ~_
°° F'VG IN'0--� °° I
°A°\
/''11II11111`\ 2016.06.24
f _SHEET TITLE:
LIGHTING PLAN
SHEET NUMBER:
C8o®

CONCRETE FILL TO BE ROUNDED
FOR PROPER RUN OFF
4" DIAMETER STEEL PIPE FILLED
W/ CONCRETE PAINTED TRAFFIC
YELLOW AND EMBEDDED IN
CONCRETE BASE
TOP OF ASPHALT OR
CONCRETE SLAB
4,000 P.S.I. CONCRETE 11 I I I I I MR 1 I I
I I=1 I I I=, ,�•• •• ,
—III—III—I I • ' '
111-111-111-1 '
1-111-111-111
11 1-1 11-1 11-1 -
I—I 11-1 11-1 I I
_I 11-1 11-1 11-1
—I � I—III—III � � •
I._TII I I I
NOTE: I I I -I I I- 1 I 1
1. SEE SITE PLAN FOR LOCATION(S). V-6"
MIN.
BOLLARD DETAIL
PAVEMENT SECTION
TACK COAT
(APPLIED AT A RATE
OF 0.2 GALLONS/S.Y.)
NOT TO SCALE
PAVEMENT SURFACE
(SEE PAVEMENT DETAIL)
CONCRETE—TO—ASPHALT DETAIL
NOT TO SCALE
3'-0" M I I
LINE POE
3'-6" 1
OR ".
POSTS
0
-v
O
EDGE OF CROSSWALK OR
INTERSECTING TRAVEL WAY
z
C,
12 -
STOP
STOP <W
LINE cq
T"
STOP SIGN (TYP.)
36"x36" AT HIGHWAY/
STREET INTERSECTIONS
30"x30" WITHIN
PARKING LOT
10'-0" MAX.
—� COMPACTED, GRANULAR -BASE
1 LEVELING PAD (TYP)
6 REFER TO STRUCTURAL ENGINEER
NOTES: DRAWINGS FOR FULL SPECIFICATIONS
1. REFER TO RETAINING WALL DESIGNER AND STRUCTURAL ENGINEER FOR FINAL DESIGN PLANS.
THE CONSULTANT DESIGNING THE RETAINING WALL SHALL USE THIS DETAIL AS A GUIDELINE.
2. RETAINING WALL SYSTEM TO BE PAVESTONE ANCHOR LANDMARK RETAINING WALL SYSTEM,
GRAY COLOR
RETAINING
}�
R ETA IN INN WALL DETAIL
NOT TO SCALE
4'-0" MIN. 4'-0" MIN.
H:\2015\NCR151000\DRAWINGS\PUN SEfS\NCR151000SD1.DWG PRINTED BY: PASCHE 6.24.16 ®3:39 PM VST SAVED BY: PASCHE
OF A CHAIN LINK FENCE.
CHAIN LINK FENCE W/ 4'DOUBLE LIE GA°][°aE
NOT TO SCALE
CONCRETE FILL TO BE ROUNDED
FOR PROPER RUN OFF
4" DIAMETER STEEL PIPE FILLED
W/ CONCRETE PAINTED TRAFFIC
YELLOW AND EMBEDDED IN
CONCRETE BASE
TOP OF ASPHALT OR
r r)1%Ir PI7TF CI OR
3000 P.S.I. CON
NOTE:
1. SEE SITE PLAN FOR LOCATION(S).
12"
_ T-0" PAINT SOLID
PAINT SOLID iv
C?
( W
V
ifl
V-0" 6-0" 1' 2" 1'-0" V-2"
DIRECTIONAL ARROW
NOT TO SCALE
NOTES:
1. GENERAL CONTRACTOR SHALL REFER TO
PARKING LOT STRIPING SPECIFICATIONS.
2. CONTRACTOR SHALL USE WHITE
REFLECTIVE PAINT ON ASPHALT & YELLOW
REFLECTIVE PAINT ON CONCRETE.
�OLLAJLOD D li .TAIL
NOT TO SCALE
REFLECTIVE ALUMINUM
LEGEND AND BORDER - GREEN
WHITE SYMBOL ON BLUE BACKGROUND
BACKGROUND - WHITE
TYPICAL AT ALL ADA SPACES
THIS SIGN TYPICAL AT ALL "VAN
ACCESSIBLE" PARKING SPACES
PENALTY SIGN WITH WORDING AS
REQUIRED BY STATE OR LOCAL LAW
GALVANIZED U -CHANNEL STEEL POST TO BE
POWDER COATED ROY CROFT PEWTER
SHERWIN-WILLIAMS COLOR SW2848.
CONCRETE BASE
'AVERS
PSI CONCRETE
NOTE:
ONE AT EACH ADA SPACE BEHIND 6" BOLLARD. WHERE ADA SPACES FACE EACH OTHER
WITHOUT WALKWAY, THERE SHALL BE ONE POST WITH SIGNS MOUNTED BOTH ON SIDES.
ADA PARKING SIGN DETAIL
NOT TO SCALE
0
ih
NOTE:
TO BE INSTALLED IN FRONT OF THE STORE WHERE SPECIFIED
6" STAINLESS STEEL BOLLARD
NOT TO SCALE
TEST PIT (TO BE HAND DUG
ADJUSTMENT TO
NOTE:
DATE
COMMENT
EXTEND BEYOND LIMITS
1. WORDS AND LINES SHALL
BE APPLIED IN ACCORDANCE WITH SECTIONS
INISHED GRADE
313.16 AND 3B.20
OF THE
MANUAL ON UNIFORM TRAFFIC CONTROL
DEVICES FOR STREETS AND HIGHWAYS.
2. THESE WORDS AND
BAR
ARE TO BE PAINTED RETROREFLECTIVE WHITE.
STOP SIGNAGE AND MARKING
NOT TO SCALE
UTILITY CONFLICT
1.5' MIN. CLEARANCE
c
42" RAIL IF NOTED ON SITE
-------------
i FENCE IF NOTED ON SITE
PLAN. REFER TO SITE PLAN.
-_EX.
--------
PLAN. REFER TO SITE PLAN.
CAP BLOCK TO OVERHANG WALL
II
LANDMARK
BLOCK
12 INCHES MINIMUM OF FREE
DRAINING AGGREGATE OR
4-11
V
AS RECOMMENDED BY
STRUCTURAL ENGINEER
X
1
4" DRAIN TILE
—
EL. VARIES (TYP)
10'-0" MAX.
—� COMPACTED, GRANULAR -BASE
1 LEVELING PAD (TYP)
6 REFER TO STRUCTURAL ENGINEER
NOTES: DRAWINGS FOR FULL SPECIFICATIONS
1. REFER TO RETAINING WALL DESIGNER AND STRUCTURAL ENGINEER FOR FINAL DESIGN PLANS.
THE CONSULTANT DESIGNING THE RETAINING WALL SHALL USE THIS DETAIL AS A GUIDELINE.
2. RETAINING WALL SYSTEM TO BE PAVESTONE ANCHOR LANDMARK RETAINING WALL SYSTEM,
GRAY COLOR
RETAINING
}�
R ETA IN INN WALL DETAIL
NOT TO SCALE
4'-0" MIN. 4'-0" MIN.
H:\2015\NCR151000\DRAWINGS\PUN SEfS\NCR151000SD1.DWG PRINTED BY: PASCHE 6.24.16 ®3:39 PM VST SAVED BY: PASCHE
OF A CHAIN LINK FENCE.
CHAIN LINK FENCE W/ 4'DOUBLE LIE GA°][°aE
NOT TO SCALE
CONCRETE FILL TO BE ROUNDED
FOR PROPER RUN OFF
4" DIAMETER STEEL PIPE FILLED
W/ CONCRETE PAINTED TRAFFIC
YELLOW AND EMBEDDED IN
CONCRETE BASE
TOP OF ASPHALT OR
r r)1%Ir PI7TF CI OR
3000 P.S.I. CON
NOTE:
1. SEE SITE PLAN FOR LOCATION(S).
12"
_ T-0" PAINT SOLID
PAINT SOLID iv
C?
( W
V
ifl
V-0" 6-0" 1' 2" 1'-0" V-2"
DIRECTIONAL ARROW
NOT TO SCALE
NOTES:
1. GENERAL CONTRACTOR SHALL REFER TO
PARKING LOT STRIPING SPECIFICATIONS.
2. CONTRACTOR SHALL USE WHITE
REFLECTIVE PAINT ON ASPHALT & YELLOW
REFLECTIVE PAINT ON CONCRETE.
�OLLAJLOD D li .TAIL
NOT TO SCALE
REFLECTIVE ALUMINUM
LEGEND AND BORDER - GREEN
WHITE SYMBOL ON BLUE BACKGROUND
BACKGROUND - WHITE
TYPICAL AT ALL ADA SPACES
THIS SIGN TYPICAL AT ALL "VAN
ACCESSIBLE" PARKING SPACES
PENALTY SIGN WITH WORDING AS
REQUIRED BY STATE OR LOCAL LAW
GALVANIZED U -CHANNEL STEEL POST TO BE
POWDER COATED ROY CROFT PEWTER
SHERWIN-WILLIAMS COLOR SW2848.
CONCRETE BASE
'AVERS
PSI CONCRETE
NOTE:
ONE AT EACH ADA SPACE BEHIND 6" BOLLARD. WHERE ADA SPACES FACE EACH OTHER
WITHOUT WALKWAY, THERE SHALL BE ONE POST WITH SIGNS MOUNTED BOTH ON SIDES.
ADA PARKING SIGN DETAIL
NOT TO SCALE
0
ih
NOTE:
TO BE INSTALLED IN FRONT OF THE STORE WHERE SPECIFIED
6" STAINLESS STEEL BOLLARD
NOT TO SCALE
TEST PIT (TO BE HAND DUG
ADJUSTMENT TO
REV
DATE
COMMENT
EXTEND BEYOND LIMITS
1
6/15/16
INISHED GRADE
OF CONFLICTS (3' MIN.,
EACH SIDE, CHECK
LOCAL STANDARDS).
UTILITY CONFLICT
1.5' MIN. CLEARANCE
c
MAIN
-------------
---- --
-
-_EX.
--------
i SEE NOTE 4
WATERLINE WATERLINE
ADJUSTMENT — ADJUSTMENT
USING FITTINGS~ USING DEFLECTION
(VERTICAL AT PIPE JOINTS
BENDS) (SEE
NOTES: NOTE 3) (SEE NOTE 4)
1. CONTRACTOR TO COORDINATE WATERLINE ADJUSTMENT WITH APPROPRIATE INSPECTOR, BASED UPON LOCAL
JURISDICTIONAL REQUIREMENTS AND FIELD CONDITIONS.
2. CONTRACTOR TO HAND DIG TEST PIT AT ANTICIPATED CROSSING LOCATION TO DETERMINE EXISTING WATERLINE
DEPTH, TOTAL WATERLINE DEFLECTION REQUIRED, AND BEST METHOD FOR WATERLINE ADJUSTMENT.
3. VERTICAL BENDS (INSTALLED PER LOCAL STANDARDS) AS REQUIRED.
4. PIPE DEFLECTION AT JOINTS (PER LOCAL STANDARDS)
WATERLINE ADIIUSTM ENT DETAIL
NOT TO SCALE
NOTES:
1. CONTRACTOR SHALL INSTALL CURB AND GUTTER AT ELEVATION OF EXISTING PAVEMENT (ELEVATION AT
EDGE OF GUTTER PAN MATCHES ELEVATION AT EXISTING PAVEMENT, UNLESS PLANS AND/OR SCHEMATICS
INDICATE DIFFERENTLY.
2. CONTRACTOR SHALL PROVIDE GUTTER PANS (COLLECTOR/SPILL) PER GRADING PLAN. SHADED GUTTER PAN
REPRESENTS FULL SPILL SECTION, NON -SHADED IS COLLECTOR. CONTRACTOR SHALL PROVIDE 3 FOOT
TRANSITIONS BETWEEN SPILL AND COLLECTOR SECTIONS.
3. PLAN INTENT IS TO PROVIDE A MINIMUM SLOPE OF 0.50% ALONG COLLECTOR CURB. IF FIELD CONDITIONS
AND/OR PLAN REPRESENTATION DOES NOT PROVIDE MINIMUM SLOPE REQUIREMENTS, CONTRACTOR IS TO
CONTACT ENGINEER PRIOR TO POURING CURB AND GUTTER. BOHLER ENGINEERING SHALL BE HELD HARMLESS
FOR ANY CURB AND GUTTER POURED THAT DOES NOT MEET MINIMUM REQUIREMENTS.
4. IN THOSE SITUATIONS WHERE RE -GRADING OF PARKING AND PAVEMENT REMOVAL IS NECESSARY (SEE
EXAMPLE 2), THE CONTRACTOR IS TO VERIFY THAT THE RESULTANT GRADIENT AT THE HIGH SIDE OF THE
ISLAND PROVIDES 1 % PAVEMENT SLOPE, PER PLAN INTENT.
5. IN ISLANDS WHERE FLUMES ARE INDICATED, THE CONTRACTOR SHALL PROVIDE A FLAT BOTTOMED FLUME
AT THE SPECIFIED WIDTH. MINIMUM FLUME SLOPE SHALL BE 0.50%.
24"
�U)
ww
13-
Z) 0
Z)0 H
Lu
0 J
?Wo
�zU)
J
< U
O0
)NDUITS.
'CONDUIT TO
GUNNECT TO 4 - 1"
NOTE- CONDUITS.
THIS DETAIL SERVES AS A GUIDELINE ONLY. STRUCTURAL ENGINEER TO DESIGN AND
PROVIDE DOCUMENTATION FOR FINAL LIGHT POLE BASE DESIGN.
Y TALL CONCRETE LIGHT POLE BASE
NOT TO SCALE
o\o
N'� LIMITS OF
PROP PVMT
(SEE NOTE 4)
0.50% MIN 0.50% MIN
SPILL CURB EXAMPLE TWO
WHITE LEGEND RED BACKGROUND
R1-1
36"X3611
NOT TO SCALE
WHITE LEGEND RED BACKGROUND
99STOP" SIGN
NOT TO SCALE
R1-1
3011X30"
E ¢
W4cW z W 0 �W
C� O
Oo z
P4 =O _0j �w
Ej-W < �m
a PW,� Jx_jaO
z cc
Z o
o
¢¢ Q
a- CL :ZJ ?o
U
b>:,Z,
W W g Q O o w
Iwo]>�
W Q U x w Z Z> o
>wOOW Lu
4=xm 21 W zN
:DC7 =8,�-<:Woz
wow ¢ O O w
J(n W mfn ZU
raO� �o
prl C� O O ¢
}o E ° a
y Ch Lu <:2zr=
cn cn zJ�YY�a o0
C7W W0 �OfU�w
w�
Z H z z O O w -
b ¢ w 0> Y < o w
>1 u)i�u"i�3�a
uz
W�-1 awOwww= aw
xzmzzza
o�
U2� om
z
REVISIONS
REV
DATE
COMMENT
BY
1
6/15/16
LIDL PLAYBOOK REV.
PMA
KNOW WHAT'S BELOW
ALWAYS CALL 811
BEFORE YOU DIG
It's fast. It's free. It's the law.
NOT APPROVED FOR
CONSTRUCTION
PROJECT No.: NCR151000
DRAWN BY: PMA
CHECKED BY: MAR
DATE: 10/19/15
SCALE: AS SHOWN
CAD 1. D.: SD1
PROJECT: M
]RUMCKINGHA
GROCERY
FOR
LIDL CJS
OP]�J�1- TIO1�TS➢
LLC
L.00ATION OF SITE
705 U.S. 74 BUSINESS
RICHMOND COUNTY
ROCKINGHAM, NC 28379
FRING
NA ]EN�OEH LER
9
IPILLC
NCBELS P-1132
4011 WESTCHASE BLVD., SUITE 290
RALEIGH, NC 27607
Phone: [phone]
Fax: [phone]
,N'11
°o ��FESS/0�v
Q < '
40 6 ~ -
°°
II ON 2016.06.24
rSHEET TITLE:
CONS7[°RUCTION
D]E7['AI]LS Il
SHEET NUMBER:
D-1,0

v
STRAIGHT ARROWI
RI HT R LE T
COMBINATION STRAIGHT AND
COMBINATION LEFT AND
z
v
t a
z x v
LL Jar;Z
TURN ARROW
LEFT OR RIGHT TURN ARROW
RIGHT TURN ARROW
v
i-
O0
r O'W7 O
>
ImH z � = n
20"
8,-4„
38"
8„
20"
36"
r
SAME DIMENSIONS APPLY AS FOR
THE LEFT/RIGHT TURN ARROW
z F
F-1 O0L':
W J H 1 Z
00"=
a¢C
==DDm
i
A
_
w 3„
USED FON BICYCLE LANE LINES.
FUQD=
CC C7
M
ZH1O�
s
Z _
LL Z
O Cq =
=~ZW
N�oo¢
COMBINATION LEFT AND STRAIGHT
cI=IZ
>>
j
0 -n
0
MLL
N
9. FILL SALVAGED FROM EXCAVATION SHALL BE
D
SECTION - NN
FREE OF DEBRIS ORGANICS AND ROCKS
'
_
14"
AND RIGHT TURN ARROW
z H
• >
-n-I r14"
O H -W '
O
a
Q H
�FLLo J
(D 'n S'�
R=40" -
4"(6'•
W p
Z N
2O1.4Q
4"
92" I
N
_
4"
SAME DIMENSIONS APPLY AS
FOR THE COMBINATION STRAIGHT
AND LEFT/RIGHT TURN ARROW
p
O to
Z H-1 D:
3'-3'/SP MINI -SKIP LINE
3'-9'/SP MINI -SKIP LINE
j-
12"
R=40"
32„
TYPE - F
SECTION A -A
TYPE G
p
72'
CENTER LINE
12"
UNLESS OTHERWISED SHOWN, USE 3'-3'/SP MINI -SKIPS FOR
THE WHITE EDGE LINE ENTENSIONS AT ROUNDABOUTS.
UNLESS OTHENNLSED SHOWN, USE 3'-9'/8P MINI -SKIPS FOR
MINI -SKIP LANE LINES AND LINE EXTENSIONS THROUGH TAPERS.
p
R=ae"
L7 H4
O�DD
6'-4"
MERGE ARROW
GORE LINET
RAMP ARROW
3' 3'
I
co Z
j (],
m -0 r
W >
a
Tn
o
FOR WRONG -WAY MOVEMENTS 10 -0"
ON FREEWAY AND EXPRESSWAY RAMPS
CRYSTAL/RED 6'_0„
cr
O !n
W W
C.7 ej Q
O to
L
m
WHITE
PAVEMENT MARKER
z In
=
comcn
m
DIAGONAL LINE
g„ ryp
2'-6" �_
Z
n m D
o
a _
O
0
OZ Z
.,. =
a
Ir -I
Z> Uj
g" __-__-__-__-__-__-__- -_-- __(E of RAMP
a a
z C'S W
D
o
m < =
YELLOW OR WHITE
2'-6" 01
0 O
Qr.
v v
ti^
TVP. 2'-6"
¢ W Q
U -
3Hw
,
M
>y0
>
2co >am
GENERAL NOTES:
1- USE THE COLOR WHITE FOR ALL PAVEMENT MARKING SYMBOLS.
m
U 037
100'
AT EOW
%IMP pRRAMP
J CL m
W C/)
2- DO NOT LOCATE PAVEMENT MARKING SYMBOLS AS TO ENCROACH
INTO INTERSECTION AREAS.
o z
C Q
z v
WHITE
3. DO NOT PLACE PAVEMENT MARKING SYMBOLS ACROSS TRANSVERSE
4
QO co
EXPANSION JOINTS ON PORTLAND CEMENT CONCRETE PAVEMENTS,
T
UNLESS APPROVED BY THE ENGINEER.
v
O �D
4- CONFORM ALL SYMBOLS TO THE FHWA "STANDARD ALPHABETS FOR
HIGHWAY SIGNS AND PAVEMENT MARKINGS", (REFER TO SHEETS 5
THRU 8). SYMBOL DIMENSIONS CAN VARY AMONG MANUFACTURERS,
THEREFORE SLIGHT VARIANCES ARE ACCEPTABLE, HOWEVER, ALL
RAMP ARROW
AT EXIT RAMP
HEET 1 OF 7
SHEET 1 OF 8
11205.081
SYMBOLS ARE REQUIRED TO BE APPROVED BY THE DEPARTMENT.
100*
11205.08
43"
m
0
:n m z
C 3 v
In r
m m CA
Z_
!7 In
o--1Daz
v
00RM19
> N v
v v
z
= O
CO S
n p o
0) 0:10
z
SHEET 1 OF 2
840.03
PLAN
FRAME,GRATE, & HOOD ASSY
SECTION - AA
T s" 6"
3 3 0" 3W
SECTION - KK
NOTE: USE TYPE "E", "F" AND "G" GRATE
UNLESS OTHERWISE NOTED.
ALIGN FRAME WITH INSIDE
EDGE OF WALL TO ALLOW
FOR VERTICAL ADJUSTMENT
WALL SECTION
SECTION BB
CONTINUOUS LINES
z
00
10'-30'/SP SKIP LINE
2' 6'/SP MINI SKIP LINE
z
m
z x v
LL Jar;Z
_„(-omm 10-n
TYPE "E" TYPE DF"
TYPE „G.. �T 1
LU==LI-
011
-1
,y Z
�p
_
oom=
UNLESS OTHERNISED SHOWN, USE 10'-30'/SP SKIPS FOR
SKIP LANE LINES AND SKIP CENTER LINES.
UNLESS OTHERNISED SHOWN, USE 2'-8'/SP MINI -SNIPS FOR
LANE LINE EXTENSIONS THROUGH INTERSECTIONS, EDGE LINE
EXTENSIONS THROl INTERSECTIONS AND MINI -SKIPS
Q
3 10H O -.EDGE
LINE
A
10' 30'
USED FON BICYCLE LANE LINES.
Z 2 = U
JG H
TrT1 0"� cn
1••� Z =
n
4„/8„
a o
w
p
WITH ASTM D 698. CLASS III AND IV
LL Z
O Cq =
3. INITIAL BACKFILL SHALL BE CLASS I
YELLOW OR WHITE
�1F•„ r�6WW
SECTION B -B
j
0 -n
0
MLL
1 " 21/q "
9. FILL SALVAGED FROM EXCAVATION SHALL BE
SECTION - PP
SECTION - NN
FREE OF DEBRIS ORGANICS AND ROCKS
'
Fz-i
0 O Q
Cn m O
ZHOO_T
LANE LINE
SECTION A -A
YELLOW OR WHITE
o o a"/6"
Q H
�FLLo J
(D 'n S'�
z U
Z
4"(6'•
Q Q Q
0
¢ V1 Q
o H z
YELLOW OR WHITE 7
2O1.4Q
v v
1 z
WHITE
c
1Y2"
Q CC y
wOO
m
>
m
z
O to
Z H-1 D:
3'-3'/SP MINI -SKIP LINE
3'-9'/SP MINI -SKIP LINE
j-
1 4" SECTION A -A
CL
TYPE - F
SECTION A -A
TYPE G
p
Z
CENTER LINE
4„{6"
UNLESS OTHERWISED SHOWN, USE 3'-3'/SP MINI -SKIPS FOR
THE WHITE EDGE LINE ENTENSIONS AT ROUNDABOUTS.
UNLESS OTHENNLSED SHOWN, USE 3'-9'/8P MINI -SKIPS FOR
MINI -SKIP LANE LINES AND LINE EXTENSIONS THROUGH TAPERS.
p
L7 H4
O�DD
YELLOW
GORE LINET
3' 3'
I
3 9
_j o �
D D
7
m
WHITE
�
WHITE
WHITE
DIAGONAL LINE
o
-1 12" 45 MPH OR HIGHER
ca O
Ir -I
Z> Uj
8" LESS THAN 45 MPH
z C'S W
m < =
YELLOW OR WHITE
Hy Z U3
RI
U -
3Hw
,
M
0
>
W
m Z zv
n8"
CROSSWALK LINE
TRANSVERSE
o z
C Q
z v
WHITE
-C 2a" LONGITUDINAL
QO co
v
T
v
O �D
Z N
¢ W a
}
-n Z
RxR LINE
x W w
m ,o z
O
rn
'a
-1
Cn y
16"
H-1 Hz -1
J CL J
17
WHITE
_T
O
_ .'-Z' MIN. TO 22'-1' MAX
z
W
CENTER TEXT IN LANE
STOP OR TRANSVERSE BARI
GENERAL NOTES:
CENTER TEXT IN LANES
'
1- USE 6" LANE, EDGE, AND CENTER LINES ON ALL FULL CONTROL OF ACCESS FACILITIES AND OTHER ROUTES
24"
AS DIRECTED BY THE ENGINEER.
WHITE
2- LANE LINES INDICATED AS "WIDE" ON THE ROADWAY STANDARD DRAWINGS SHALL BE AT LEAST TWICE THE WIDTH
OF THE NORMAL LINE.
SHEET 1 OF 2
3- GORE LINES SHALL BE TWICE THE WIDTH OF THE NORMAL
LINE.
SHEET 1 OF 2
1205.01
1205.01
43"
m
0
:n m z
C 3 v
In r
m m CA
Z_
!7 In
o--1Daz
v
00RM19
> N v
v v
z
= O
CO S
n p o
0) 0:10
z
SHEET 1 OF 2
840.03
PLAN
FRAME,GRATE, & HOOD ASSY
SECTION - AA
T s" 6"
3 3 0" 3W
SECTION - KK
NOTE: USE TYPE "E", "F" AND "G" GRATE
UNLESS OTHERWISE NOTED.
ALIGN FRAME WITH INSIDE
EDGE OF WALL TO ALLOW
FOR VERTICAL ADJUSTMENT
WALL SECTION
SECTION BB
HOOD ELEVATION
SECTION - JJ
5§'8"
3 Rr
L2'� 7
a§e„
SECTION - RR
2 D M
O m
CD _
FzH
00
¢ Q U
0 0
N cc
W
Qat
�c�9v
Z: ..o
H W w
Z
7
W U. OC
O
W
o
M,
Hoz
DETAIL SHOWING TYPES OF GRATES
z
00
�pppp
pgl L p
aQ
ZQ=�
11i¢' I
B
z x v
LL Jar;Z
_„(-omm 10-n
TYPE "E" TYPE DF"
TYPE „G.. �T 1
LU==LI-
�CO�
SOH
_
oom=
W C,
� �,�,
--
BY HAND TO ELIMINATE VOIDS AND SHALL BE CLASS
N N
v~i�_=oma
SECTION - LL
SECTION - MM
0 O U) ¢
� M
cno
z
Z >m
LU
a p
p
a o
w
p
WITH ASTM D 698. CLASS III AND IV
LU
3. INITIAL BACKFILL SHALL BE CLASS I
-----------------------
�1F•„ r�6WW
SECTION B -B
WORKED BY HAND, OR CLASS 11
0 -n
1 " 21/q "
9. FILL SALVAGED FROM EXCAVATION SHALL BE
SECTION - PP
SECTION - NN
FREE OF DEBRIS ORGANICS AND ROCKS
'
Fz-i
0 O Q
I- _
LARGER THAN 3".
HOOD ELEVATION
SECTION - JJ
5§'8"
3 Rr
L2'� 7
a§e„
SECTION - RR
2 D M
O m
CD _
FzH
00
¢ Q U
0 0
N cc
W
Qat
�c�9v
Z: ..o
H W w
Z
7
W U. OC
O
W
o
M,
Hoz
DETAIL SHOWING TYPES OF GRATES
14
2'_„�y" f 2
Z
p cp
Q¢
> - O =
mZ7T=�
USE ACCORDING TO WATER FLOW.
11i¢' I
B
z x v
LL Jar;Z
_„(-omm 10-n
TYPE "E" TYPE DF"
TYPE „G.. �T 1
A A 1 I 19�
00 =
w0z -
QU�z
LU
SOH
_
O.C.
W C,
D
BY HAND TO ELIMINATE VOIDS AND SHALL BE CLASS
z O H Dc
>
WATER FLOW SAG �- WATER FLOW �-
I 9?�"
cno
z
----------------------------------
B 1 y2
a o
w
p
WITH ASTM D 698. CLASS III AND IV
INITIAL
3. INITIAL BACKFILL SHALL BE CLASS I
-----------------------
�1F•„ r�6WW
SECTION B -B
WORKED BY HAND, OR CLASS 11
0 -n
1 " 21/q "
9. FILL SALVAGED FROM EXCAVATION SHALL BE
70
z
-► WATER FLOW SAG WATER FLOW �-
FREE OF DEBRIS ORGANICS AND ROCKS
'
Fz-i
0 O Q
D
CD 3 r-
LARGER THAN 3".
SECTION A -A
w= m
m m In
Z N. =
TYPE "F" TYPE "E" TYPE "G"
TYPE - E
z U
Z
A D --I
z _q 0
N my
Q Q Q
0
¢ V1 Q
o H z
?
RAISED FLOW ARROW 2k"
%s" HIGH
9 RAISED FLOW ARROW 2
/6" HIGH
D _
v v
1 z
_
O 1m
c
1Y2"
Q CC y
wOO
m
>
m
z
�/2
O" "
11/2 13/
2'-113/4
�_1 k_iw�
H
_
1/6" ciW
�-`f
1L2NR
6
2' 11
H Lu W
z
ar' Oj
LU LL. CC
LI
1 4" SECTION A -A
11/2 j
A
TYPE - F
SECTION A -A
TYPE G
SHEET 2 OF 2
SHEET 2 OF 2
840.03
840.03
H:\2015\NCR151000\DRAWINGS\PUN SEfS\NCR151000SD1.DWG PRINTED BY: PASCHE 6.24.16 ®3:39 PM UST SAVED BY: PASCHE
v
MULTI -LANE WIDTH "SCHOOL"
SINGLE LANE WIDTH "SCHOOL"
v m
8'
W%12'
v
1<-I� Z
24" WHITE TRANSVERSE BAND
24" WHITE TRANSVERSE BAND
W O O
PROCTOR.
BACKFILL
_
O.C.
2. HAUNCHING SHALL BE WORKED AROUND THE PIPE
WITH ASTM D 2321-11.
BY HAND TO ELIMINATE VOIDS AND SHALL BE CLASS
O.0
rpm�CID
I OR CLASS 11 COMPACTED TO 95% STANDARD
g. ALL MATERIALS SHALL BE INSTALLED IN
PROCTOR.
MAXIMUM 8" LOOSE LIFTS IN ACCORDANCE
WITH ASTM D 698. CLASS III AND IV
INITIAL
3. INITIAL BACKFILL SHALL BE CLASS I
miZ1=>
=�>
BACKFILL
WORKED BY HAND, OR CLASS 11
OPTIMUM MOISTURE CONTENT.
COMPACTED TO 95% STANDARD PROCTOR.
9. FILL SALVAGED FROM EXCAVATION SHALL BE
HAUNCHING
4. INITIAL BACKFILL NOT UNDER PAVED AREAS
FREE OF DEBRIS ORGANICS AND ROCKS
'
4" BEDDING
CAN BE CLASS III COMPACTED TO 95%
LARGER THAN 3".
(MIN.)
STANDARD PROCTOR.
10. ALL TRENCH EXCAVATIONS SHALL BE SLOPED,
5. FINAL BACKFILL SHALL BE CLASS I, II, OR
SHORED, SHEETED, BRACED, OR OTHERWISE
III COMPACTED AS NOTED IN NOTES 3. AND 4.
SUPPORTED IN COMPLIANCE WITH OSHA
REGULATIONS AND LOCAL ORDINANCES. (SEE
- =Cn00
zHor-T
L7 H4
O�DD
-
O H
Z N
14' 2" NIN. TO 22'-6" MAX
_ .'-Z' MIN. TO 22'-1' MAX
CENTER TEXT IN LANE
CENTER TEXT IN LANES
'
m
24" WHITE TRANSVERSE BAND
24" WHITE TRANSVERSE BAND
S E
U Z
LETTER HEIGHT = 10' NIN.
R
LETTER HEIGHT =-4"
8
P
Pm
LETTER WIDTH = 20"
LETTER WIDTH - 16"
u r
SPACING = 10" MIN. 130" MAX. (USE EQUAL SPACING BETWEEN LETTERS)
SPACING = 4" NIN./B" MAX. (USE EQUAL SPACING BETWEEN LETTERS)
DO > -
CID
NOTE: THE TWD -LANE PAVEMENT MARKING DIMENSIONS OF "SCHOOL" SHOWN IN
=
En 3 cn
n
PART 7 OF THE MUTCD MAY ALSO BE USED.
RAILROAD RXR SYMBOL
m >
Oz Z
v
24" WHITE
TRANSVERSE BAND
G.C.
-1
= 3 v
"��
v
WHITE
3 n
o~*
co
Z Z
o (A c� °°
m
U)
m
B..
ANE
24" WHITE
TRANSVERSE BAND
O.C.
C.
MEET 3 OF B
1205.08 ^ LANE WIDTH
5" ASPHALT SURFACE COURSE (TYPE S-9.5 B)
LANE WIDTH OF
WIDTH X"
(FEET) (FEET)
B'SW58'
7'
9"W512'
8'
W%12'
10'
5" ASPHALT BINDER COURSE (TYP I-19.06)
8" COMPACTED STONE BASE (ABC STONE)
COMPACTED SUBGRADE
(PER GEOTECHNICAL REPORT)
z
om
H4 }
FQ
Q
LL-0j
a aZ
O O O =
0 O
awCD
F
U � 0
CnFWOJ
(]�co
z
_Cr
1 (L
Wp
p
O
O
LL
W
C7 O Q
ca
Z
R.I"L W
q. he m
0 O
D �
_
Q
0 Ill -
ZZ< Lu z
Q
CO W m
m>0
J
JCL }
0 In
Z
W
UNDISTURBED
EARTH OR -
COMPACTED
FILL
UNDISTURBED
EARTH OR
COMPACTED
FILL
FINAL
BACKFILL
PIPE
SPRING
LINE
\ 4" BEDDING
(M I N. )
4"
REINFORCED CONCRETE PIPE (RCP)
AND SPIRAL RIB PIPE
SMALLER THAN 50990
ASPHALT SURFACE COURSE (TYPE S -9.5B)
6" COMPACTED STONE BASE (ABC STONE)
COMPACTED SUBGRADE
(PER GEOTECHNICAL REPORT)
NOT N
1. SECTION SHOWN IS BASED ON AN ANTICIPATED CBR OF 8 PER GEOTECHNICAL REPORT NOTE:
PREPARED BY S&ME, INC, ENTITLED GEOTECHNICAL EXPLORATION REPORT PROPOSED
RETAIL DEVELOPMENT, DATED 4/2/15 (PROJECT #1305-15-22). FINAL DESIGN TO BE
PROVIDED ONCE FINAL CBR'S ARE AVAILABLE ON COMPACTED SUB -BASE. 1. SECTION SHOWN IS BASED ON AN ANTICIPATED CBR OF 8 PER GEOTECHNICAL REPORT
PREPARED BY S&ME, INC, ENTITLED GEOTECHNICAL EXPLORATION REPORT PROPOSED
2. CONTRACTOR TO INSTALL 4" BLACK BASE INSTEAD OF 8" ABC WHEN PAVING WITHIN THE RETAIL DEVELOPMENT, DATED 4/2/15 (PROJECT #1305-15-22). FINAL DESIGN TO BE
RIGHT OF WAY. PROVIDED ONCE FINAL CBR'S ARE AVAILABLE ON COMPACTED SUB -BASE.
1HIJEAVC�' DUTY ASPHALT PAVEMENT SECTION STANDARD DUTY ASPHALT PAVEMENT SECTION
NOT TO SCALE
1.5" FINISH ASPHALT
BIT. CONC. TYPE S-9.56
-2.5" BASE COURSE
TYPE 1-19.06
8" STONE BASE
F(ABC STONE)
PROP. 1 1/2" MILL
AND OVERLAY
(APPLIED AT A RATE
OF 0.2 GALLONS/S.Y.)
NOTE:
1. SECTION SHOWN IS BASED ON AN ANTICIPATED CBR OF 8 PER GEOTECHNICAL REPORT
PREPARED BY S&ME, INC, ENTITLED GEOTECHNICAL EXPLORATION REPORT PROPOSED
RETAIL DEVELOPMENT, DATED 4/2/15 (PROJECT #1305-15-22). FINAL DESIGN TO BE
PROVIDED ONCE FINAL CBR'S ARE AVAILABLE ON COMPACTED SUB -BASE.
2. CONTRACTOR TO INSTALL 4" BLACK BASE INSTEAD OF 8" ABC WHEN PAVING WITHIN THE
RIGHT OF WAY.
PAVEMENT WIDENING DETAIL
NOT TO SCALE
2' MIN. CLEAR ZONE
(TYP., LT. & RT.)
VARIES
2% MAX. CROSS SLOPE
COMPACTED SUBGRADE (PER
GEOTECHNICAL REPORT)
L4" CLASS A CONCRETE
(4,000 P.S.I. @ 28 DAYS)
4" 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
NOT TO SCALE
REFER TO FACE OF CURB
2'-0"
1-1/2"R
co
'e
SPILL CURB & GUTTER
NOTES:
12"MIN. O.D. 12"MIN
8" MAX. 18" MAX.
4" J
ALL OTHER PIIPIES
INCLUDING SPIRAL RIB
PIPE 50"0 AND ]LARGER
NOT TO SCALE NOT TO SCALE
STORM SJEWJEJI� TJ1'3N,. TCJH[ & JDE�DDIN0
NOT TO SCALE
(WM-12/04/2004) (MODIFIED)
TRUNCATED DOME PA
EDGE OF CURB
° °O ° a
° d d ad , d a d ° d
d a d
SLOPE PE
d SLOP°E a s L
d O
12:1 MAX. 4 °° a a 12:1 MAX., d a
00000000 000000000 d d
a 00000000 000000000 4,
4,
da °
5-0"
MIN.
ADA ACCESSIBLE RAMP CONSTRUCTION SHALL CONFORM TO CURRENT ADA
ACCESSIBLE GUIDELINES.
ADA ACCESSIBLE RAMP DETAIL
NOT TO SCALE
PAVEMENT DIMENSION(S) ON PLAN
VIEW REFER TO FACE OF CURB
Z-0"
1"
6"
1-1/ "R
CID
COLLECTOR CURB & GUTTER
1. CONCRETE FOR CURBING SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 4,000 P.S.I. @ 28 DAYS.
2. CONSTRUCTION STAKING FOR CURB INSTALLATION SHALL BE REFERENCED (CUT OR FILL) TO THE TOP OF CURB.
3. AT CONTRACTOR'S OPTION, THE GUTTER THICKNESS MAY BE INCREASED AT THE EDGE OF PAVEMENT TO MAKE BOTTOM OF GUTTER CONTIGUOUS WITH BOTTOM OF ASPHALT PAVEMENT.
4. CONTRACTION JOINTS SHALL BE PLACED @ 10'-0" O.C. TOOLED 1/4" (±1/16") WIDE, 1" DEEP. EXPANSION JOINTS SHALL BE PLACED @ 40'-0" INTERVALS, MAXIMUM, AND ALL P.C.'S.
CONCRETE CURB & GUTTER DETAIL
PAVEDRFA E/ NC. PAD
su c co
T TAPER 5' CURB 3' TAPER
BREAK
GUTTER PAN
TRIP -RAP PAD
PLAN
CURB (PER SITE PLAN)
1" RADIUS
F CURB
S TAPER BREAK S TAPER
ELEVATION
CURB BREAK DETAIL
NOT TO SCALE
NOT TO SCALE
T
FULL HEIGHT CURB
TCURB TAPER
RADIUS
PAVEMENT
PAVEMENT SURFACE
CURB TAPER DETAIL
NOT TO SCALE
TRUNCATED 1:12 SLO
DOME PATTERN
NOTE:
1. ADA ACCESSIBLE RAMP CONSTRUCTION SHALL CONFORM TO CURRENT
ADA ACCESSIBLE GUIDELINES.
ADA ACCESSIBLE RAMP DETAIL
AIL
NOT TO SCALE
EX. CONC. PROP. CONC.
PAVEMENT I PAVEMENT
EPDXY COATED
DOWEL @ 18" O.C.
8-1/2"
GROUT EXPANSION JOINT MATERIAL
NOTE:
1. CONTRACTOR TO BLOWOUT DUST FROM DRILLED HOLES PRIOR TO APPLYING
GROUT.
CONCRETE DOWELING DETAIL
NOT TO SCALE
COMPACTED STONE BASE
`-COMPACTED SUBGRADE
(PER GEOTECHNICAL REPORT)
1. SECTION SHOWN BASED ON A REQUIRED CBR OF AT LEAST 8 PERCENT FOR
OFF-SITE BORROW COMPACTED IN ACCORDANCE WITH PROJECT
SPECIFICATIONS.
2. MAXIMUM JOINT SPACING OF 12 FEET.
HEAVY DUTY CONCRETE SECTION
NOT TO SCALE
E ¢
W z 0 W
�1 O T z
C�}�1� Uuiw =z
n�J.�=0 QLL0 �w
1 ] ­� Eo z0- m
a F� JHQ
= O
�C) �UQF In o0
rn
♦♦♦♦♦ wa
Q o
�o
of -4LU
< �
�74 ¢ 0 ¢ Q o
CC ao = }z¢ �o
U
b W Lr W gQ
W�J W > m 0
QT~//= LLZ Z> o�
�y� W �w0OwwQ
4--qEm = m 2 1 W z N
O � � _ :D W z
w
w w
H�
U) ¢O O
_j U) (r m(nZU
Of
F'LM1 U O ¢
Z }o
LLQ- �Z W Z Q i¢
r W¢ Q 2 }_ r
eat ZJg YYU) 00
W (7 0_' Of Of -W w c�
1- z z O O LU w -
b ¢ W O}} U o w
W i-4 0- W O W W W 2¢ w
>5zDOzzzO_
; m m) ♦ ♦ ♦ ♦ ♦ ♦ ♦ o w
O
REVISIONS
GENERALNOTES
DATE
1. BEDDING SHALL BE CLASS I WORKED BY
6. FINAL BACKFILL NOT UNDER PAVED AREAS CAN
1
HAND.
BE CLASS IV COMPACTED TO 95% STANDARD
FINAL
PROCTOR.
BACKFILL
7. ALL MATERIALS ARE CLASSIFIED IN ACCORDANCE
2. HAUNCHING SHALL BE WORKED AROUND THE PIPE
WITH ASTM D 2321-11.
BY HAND TO ELIMINATE VOIDS AND SHALL BE CLASS
I OR CLASS 11 COMPACTED TO 95% STANDARD
g. ALL MATERIALS SHALL BE INSTALLED IN
PROCTOR.
MAXIMUM 8" LOOSE LIFTS IN ACCORDANCE
WITH ASTM D 698. CLASS III AND IV
INITIAL
3. INITIAL BACKFILL SHALL BE CLASS I
MATERIALS SHALL BE COMPACTED ±2 % OF THEIR
BACKFILL
WORKED BY HAND, OR CLASS 11
OPTIMUM MOISTURE CONTENT.
COMPACTED TO 95% STANDARD PROCTOR.
9. FILL SALVAGED FROM EXCAVATION SHALL BE
HAUNCHING
4. INITIAL BACKFILL NOT UNDER PAVED AREAS
FREE OF DEBRIS ORGANICS AND ROCKS
'
4" BEDDING
CAN BE CLASS III COMPACTED TO 95%
LARGER THAN 3".
(MIN.)
STANDARD PROCTOR.
10. ALL TRENCH EXCAVATIONS SHALL BE SLOPED,
5. FINAL BACKFILL SHALL BE CLASS I, II, OR
SHORED, SHEETED, BRACED, OR OTHERWISE
III COMPACTED AS NOTED IN NOTES 3. AND 4.
SUPPORTED IN COMPLIANCE WITH OSHA
REGULATIONS AND LOCAL ORDINANCES. (SEE
SPECIFICATIONS)
NOT TO SCALE NOT TO SCALE
STORM SJEWJEJI� TJ1'3N,. TCJH[ & JDE�DDIN0
NOT TO SCALE
(WM-12/04/2004) (MODIFIED)
TRUNCATED DOME PA
EDGE OF CURB
° °O ° a
° d d ad , d a d ° d
d a d
SLOPE PE
d SLOP°E a s L
d O
12:1 MAX. 4 °° a a 12:1 MAX., d a
00000000 000000000 d d
a 00000000 000000000 4,
4,
da °
5-0"
MIN.
ADA ACCESSIBLE RAMP CONSTRUCTION SHALL CONFORM TO CURRENT ADA
ACCESSIBLE GUIDELINES.
ADA ACCESSIBLE RAMP DETAIL
NOT TO SCALE
PAVEMENT DIMENSION(S) ON PLAN
VIEW REFER TO FACE OF CURB
Z-0"
1"
6"
1-1/ "R
CID
COLLECTOR CURB & GUTTER
1. CONCRETE FOR CURBING SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 4,000 P.S.I. @ 28 DAYS.
2. CONSTRUCTION STAKING FOR CURB INSTALLATION SHALL BE REFERENCED (CUT OR FILL) TO THE TOP OF CURB.
3. AT CONTRACTOR'S OPTION, THE GUTTER THICKNESS MAY BE INCREASED AT THE EDGE OF PAVEMENT TO MAKE BOTTOM OF GUTTER CONTIGUOUS WITH BOTTOM OF ASPHALT PAVEMENT.
4. CONTRACTION JOINTS SHALL BE PLACED @ 10'-0" O.C. TOOLED 1/4" (±1/16") WIDE, 1" DEEP. EXPANSION JOINTS SHALL BE PLACED @ 40'-0" INTERVALS, MAXIMUM, AND ALL P.C.'S.
CONCRETE CURB & GUTTER DETAIL
PAVEDRFA E/ NC. PAD
su c co
T TAPER 5' CURB 3' TAPER
BREAK
GUTTER PAN
TRIP -RAP PAD
PLAN
CURB (PER SITE PLAN)
1" RADIUS
F CURB
S TAPER BREAK S TAPER
ELEVATION
CURB BREAK DETAIL
NOT TO SCALE
NOT TO SCALE
T
FULL HEIGHT CURB
TCURB TAPER
RADIUS
PAVEMENT
PAVEMENT SURFACE
CURB TAPER DETAIL
NOT TO SCALE
TRUNCATED 1:12 SLO
DOME PATTERN
NOTE:
1. ADA ACCESSIBLE RAMP CONSTRUCTION SHALL CONFORM TO CURRENT
ADA ACCESSIBLE GUIDELINES.
ADA ACCESSIBLE RAMP DETAIL
AIL
NOT TO SCALE
EX. CONC. PROP. CONC.
PAVEMENT I PAVEMENT
EPDXY COATED
DOWEL @ 18" O.C.
8-1/2"
GROUT EXPANSION JOINT MATERIAL
NOTE:
1. CONTRACTOR TO BLOWOUT DUST FROM DRILLED HOLES PRIOR TO APPLYING
GROUT.
CONCRETE DOWELING DETAIL
NOT TO SCALE
COMPACTED STONE BASE
`-COMPACTED SUBGRADE
(PER GEOTECHNICAL REPORT)
1. SECTION SHOWN BASED ON A REQUIRED CBR OF AT LEAST 8 PERCENT FOR
OFF-SITE BORROW COMPACTED IN ACCORDANCE WITH PROJECT
SPECIFICATIONS.
2. MAXIMUM JOINT SPACING OF 12 FEET.
HEAVY DUTY CONCRETE SECTION
NOT TO SCALE
E ¢
W z 0 W
�1 O T z
C�}�1� Uuiw =z
n�J.�=0 QLL0 �w
1 ] ­� Eo z0- m
a F� JHQ
= O
�C) �UQF In o0
rn
♦♦♦♦♦ wa
Q o
�o
of -4LU
< �
�74 ¢ 0 ¢ Q o
CC ao = }z¢ �o
U
b W Lr W gQ
W�J W > m 0
QT~//= LLZ Z> o�
�y� W �w0OwwQ
4--qEm = m 2 1 W z N
O � � _ :D W z
w
w w
H�
U) ¢O O
_j U) (r m(nZU
Of
F'LM1 U O ¢
Z }o
LLQ- �Z W Z Q i¢
r W¢ Q 2 }_ r
eat ZJg YYU) 00
W (7 0_' Of Of -W w c�
1- z z O O LU w -
b ¢ W O}} U o w
W i-4 0- W O W W W 2¢ w
>5zDOzzzO_
; m m) ♦ ♦ ♦ ♦ ♦ ♦ ♦ o w
O
REVISIONS
REV
DATE
COMMENT
BY
1
6/15/16
LIDL PLAYBOOK REV.
PMA
KNOW WHAT'S BELOW
ALWAYS CALL 811
BEFORE YOU DIG
It's fast. It's free. It's the law.
NOT APPROVED FOR
CONSTRUCTION
PROJECT No.: NCR151000
DRAWN BY: PMA
CHECKED BY: MAR
DATE: 10/19/15
SCALE: AS SHOWN
CAD I. D.: SD1
PROJECT:
ROCCKINGHAM
GROCERY
FOR
LIDL US
LLC Y
L.00ATION OF SITE
705 U.S. 74 BUSINESS
RICHMOND COUNTY
ROCKINGHAM, NC 28379
FOH LER
]ENGINEERING NC, IFILLC
NCBELS P-1132
4011 WESTCHASE BLVD., SUITE 290
RALEIGH, NC 27607
Phone: [phone]
Fax: [phone]
[e-mail]
/
�ti0,,;
°o ��FESS/O,*.
406 ~_
� , /VG INV- °° `
////4/ l- 1
Aj1(11\2016.06.24
SHEET TITLE:
CONSTRUCTION
DETAILS 2
SHEET NUMBER:
D-11

0
0 m
1
ICH' z GENERAL NOTES:
F0 O T�__I N 1- MARKERS ARE GENERALLY NOT REQUIRED ALONG EDGE LINES EXCEPT
Fm -1 Z 2 D IF DESIGNATED IN THE PLANS OR DIRECTED BY THE ENGINEER. WHEN
THEY ARE REQUIRED SPACE THEM ON 20 FT. CENTERS AND OFFSET
C, Z D m 2 INCHES FROM THE EDGE LINE ON THE TRAFFIC SIDE. '
Z x , _
O O 2- PLACE CRYSTAL/RED MARKERS AT INTERSECTIONS AND INTERCHANGES
•O H WHERE WRONG -WAY MOVEMENTS ARE POSSIBLE. POSITION THE RED SIDE
C) 2 Z OF THE MARKER TO FACE "WRONG -WAY" TRAFFIC. WHEN USED, PLACE
D y D CRYSTAL/RED MARKERS ALONG THE ENTIRE LENGTH OF THE PROJECT.
1 r
F�
3- DO NOT PLACE PAVEMENT MARKERS CLOSER THAN 3 INCHES TO A
O 0 PAVEMENT CONSTRUCTION JOINT (AS FEASIBLE) EXCEPT WHEN PLACED
Z N BETWEEN DOUBLE YELLOW CENTER LINES, AND ALONG YELLOW SKIP
LINES ON TWO-LANE, TWO-WAY ROADWAYS WHERE PASSING IS
ALLOWED IN BOTH DIRECTIONS.
4- DO NOT PLACE PAVEMENT MARKERS DIRECTLY ON PAVEMENT
MARKING LINES.
5- PLACE PAVEMENT MARKERS USED IN CONJUNCTION WITH DOUBLE YELLOW
CENTER LINES MID -WAV BETWEEN THE LINES. PROVIDE A GAP
BETWEEN THE LINES AND THE MARKER TO REDUCE OVERSPRAYING THE
D z MARKER DURING REPAINTING OPERATIONS.
t„ CA F' 6- MARKERS ARE NOT REQUIRED ALONG MINI -SKIP LINES IN TAPERS.
z MCn
�v=
1
D < z
�D
z 3
z
z
to y
V a
a 3
c> D
M
N70
HEET 1 OF 3
1250.01
PAVEMENT MARKER SPACING CHART
TYPE OF PAVEMENT MARKING
TYPICAL SPACING (FT)
SKIP LINES AND CENTER LINES
specific discharge
ALONG THRU LANES -
of 1 X 10-5cm/sec or less. The tollowing specif icafions app[,y to class B concrete.
ALONG TANGENT SECTIONS AND
Minimum
HORIZONTAL CURVES LESS THAN 6°
80
HORIZONTAL CURVES > 6°
40
TURN LANES -
yard with angular course aggregate 5.5
MINI -SKIP LINES
24
SKIP LINES
40
SOLID LINES
20
CENTER LINES
40
MINI -SKIP LINES AT
24
LANE DROP APPROACHES
Y
TWO-WAY RAMP CENTER LINES
40
GORE LINES
20
PAINTED ISLANDS -
INITIAL BACKFILL NOT UNDER PAVED AREAS
WHITE
20
YELLOW
40
RAISED MEDIAN ISLANDS
40
WRONG WAY RAMP ARROW
5
TAPERS
40
NARROW BRIDGES -
III COMPACTED AS NOTED IN NOTES 3. AND 4.
EDGE LINE
20
CENTER LINE
40
ONE LANE BRIDGES -
FINAL BACKFILL NOT UNDER PAVED AREAS CAN
EDGE LINE
20
WORK ZONE APPLICATIONS
2 -LANE, 2 -WAY ON-SITE DIVERSION 20 FT. FOR CENTER LINE
ALL OTHER DIVERSIONS J/2 NORMAL SPACING
z
oN
I-¢
a
Z = V
O
LL -I H Z
00
11
FOMOLU CD
F
H
C0I-LLOJ
0 C/3
1 Z H
>
a
w0
0
ca
o WLL
he 0
Zacz
o OL
z
W
z
It � o
Fi
Q ' J
Cl) H
0 LU Z
W
N ~
H
z Q
w �
iHEET 1 OF 3
1250.01
m
z
0
W Cn
N N x
(n
a
= z
�v
C p x
o � v
� H �
~ z
-0 r,
M m z
1 0
0
0
SHEET 1 OF 7
840.15
Anti -seep
collars
may he constructed with class B
concrete or compacted clay. The compacted clay shall have a
specific discharge
F Q
Q F T,
Z cc U
H
LL -10 H Z
of 1 X 10-5cm/sec or less. The tollowing specif icafions app[,y to class B concrete.
a.
Minimum
cement content, sacks per cubic
yard with rounded course aggregate 51,0
h.
Minimum
cement convent, sacks per cubic
yard with angular course aggregate 5.5
c.
Maximum
grater -cement ratio gallons per
sack 6,8
d.
Slump range
" to 4"d
DRAWING NOT TO SCALE.
e.
Minimum
strength - 28 day psi 2,500
Y
Detectable Warnina TaDe:
1 17 INCHES
r
18 INCHES
UTILITY LINE
(DIAMETER VARIES)
TREN[H WIDTH y I JCHES
6 INCHES n -
OT TO EXCEED 40 FEET
SECTION
Acid- and alkali -resistant, polyethylene film warning tape
manufactured for marking and identifying underground utilities, a
minimum of 6 inches wide and 4 mils thick, continuously
inscribed with a description of the utility, with metallic core
encased in a protective jacket for corrosion protection,
detectable by metal detector when tape is buried up to 30 inches
deep; colored as follows:
1. Red: Electric.
2. Yellow: Gas, oil, steam, and dangerous materials.
3. Orange: Telephone and other communications.
4. Blue: Water systems.
5. Green: Sewer systems.
DETECTABLE WARNING TAPE
H:\2015\NCR151000\DRAWINGS\PUN SE(S\NCR151000SD1.DWG PRINTED BY: PASCHE 6.24.16 ®3:39 PM )AST SAVED BY: PASCHE
UNDISTURBED
EARTH OR -
COMPACTED
FILL
I
Y
PLAN
WITH COPING REMOVED
I--% 1 A IL I
CONCRETE OR
COMPACTED CLAY
STANDARD DETAIL
,..,,NT -SEEP COLLAR DFTA L 9_1T5
UNDISTI
EARTH C
COMPAC
FILL
FINAL
BACKFILL
PIPE
SPRI
LINE
\C �'\
4" BEDDING
\ '\\i\\\,�R (MIN.)
4"
REINFORCED CONCRETE PIPE (RCP)
AND SPIRAL RIB PIPE
SMALLER THAN 60"0
NOT TO SCALE
ALL OTHER PIPES
INCLUDING SPIRAL RIB
PIPE 60"0 AND LARGER
NOT TO SCALE
�1
BRICK
GENERAL NOTES:
O 0
NORTAR JOINTS Lt" It- 1/g" THICK.
USE CLASS "B" CONCRETE THROUGHOUT.
USE FORMS FOR CONSTRUCTION OF THE BOTTOM SLAB.
USE #4 BAR DOWELS AT 12" CENTERS .
F Q
Q F T,
Z cc U
H
LL -10 H Z
X DEDUCT FOR PIPES) FROM TOTAL CU. YDS. OF BRICK MASONRY.
OVIDE ALL CAT
- STEPS 12"
ON CENTER. USECSTEPSINS WHICHECOMPLY WITH STD. D3'-6" IN DEPTHIRAWING TH 840.66.
USE BRICK OR CONCRETE BLOCK WHICH COMPLIES WITH THE REQUIREMENTS
OF SECTION 840 OF THE STANDARD SPECIFICATIONS.
IF REINFORCED CONCRETE PIPE IS SET IN BOTTOM SLAB OF BOX, ADD TO SLAB
AS SHOWN ON STD. NO. 840.00.
FOA 8'-0" IN HEIGHT OR LESS, USE 8" WALL OVER 8'-0" IN HEIGHT, USE
12' WALL TO W-0" FROM TOP OF WALL AND 8 WALL FOR THE REMAINING
CL
O Cr ZP ^
LU LL
1- U < OCD
_ ~ Z W
O I- LL O J
O O O S
Z
~ P>H
La„ O
6 -0'. OUANTITES TO BE ADJUSTED ACCORDINGLY.
WARNING TAPE
0
CONSTRUCT WITH PIPE CROWNS MATCHING.
10
O
SEE STANDARD DRAWING 840.25 FOR ATTACHMENT OF FRAMES AND GRATES.
OF A PVC BODY TOP. SEE DRAWING NO. 7001-110-045.
DO NOT USE BRICK MASONRY DROP INLET IN LOCATIONS SUBJECT TO
I OR CLASS II COMPACTED TO 95% STANDARD
TRAFFIC.
UNDISTURBE
CHAMFER ALL EXPOSED CORNERS 1".
LL
DRAWING NOT TO SCALE.
INITIAL BACKFILL SHALL BE CLASS I
I--% 1 A IL I
CONCRETE OR
COMPACTED CLAY
STANDARD DETAIL
,..,,NT -SEEP COLLAR DFTA L 9_1T5
UNDISTI
EARTH C
COMPAC
FILL
FINAL
BACKFILL
PIPE
SPRI
LINE
\C �'\
4" BEDDING
\ '\\i\\\,�R (MIN.)
4"
REINFORCED CONCRETE PIPE (RCP)
AND SPIRAL RIB PIPE
SMALLER THAN 60"0
NOT TO SCALE
ALL OTHER PIPES
INCLUDING SPIRAL RIB
PIPE 60"0 AND LARGER
NOT TO SCALE
�1
BRICK
COPINB (INCIDENTAL)
O.D.
1.
BEDDING SHALL BE CLASS I WORKED BY
STONE
DIAMETER
(IN)
THICK.
d
(IN)
TOP ELEVATION
WARNING TAPE
2.
HAUNCHING SHALL BE WORKED AROUND THE PIPE
10
O
BY HAND TO ELIMINATE VOIDS AND SHALL BE CLASS
OF A PVC BODY TOP. SEE DRAWING NO. 7001-110-045.
BTO. 840.18
I OR CLASS II COMPACTED TO 95% STANDARD
NOTE
UNDISTURBE
PROCTOR.
LL
3.
INITIAL BACKFILL SHALL BE CLASS I
FRAME AND GRATE
3130 VERONA AVE
Y
BACKFILL
ao°°oa
C:3
-
4.
INITIAL BACKFILL NOT UNDER PAVED AREAS
OR POSSESSION OF THIS PRINT DOES NOT CONFER,
TRANSFER, OR LICENSE THE USE OF THE DESIGN OR
COMPACTED
ILL
CAN BE CLASS III COMPACTED TO 95%
Nyl last
z WLU
A
8"
5.
FINAL BACKFILL SHALL BE CLASS I, 11, OR
JITIAL
I
III COMPACTED AS NOTED IN NOTES 3. AND 4.
ACKFILL
¢ z a
BACKFILL
6.
FINAL BACKFILL NOT UNDER PAVED AREAS CAN
B„
B
8„
CHING
MINIMUM ANGLE BETWEEN ADAPTERS SEE DRAWING NO. 7001-110-012.
PROCTOR.
DOING
7,
ALL MATERIALS ARE CLASSIFIED IN ACCORDANCE
N)
6 - 8"- 30" DOME GRATES HAVE NO LOAD RATING.
WITH ASTM D 2321-11.
INITIAL
8.
ALL MATERIALS SHALL BE INSTALLED IN
REV C
O -
MAXIMUM 8" LOOSE LIFTS IN ACCORDANCE
LINE
WITH ASTM D 698. CLASS III AND IV
BACKFILL
MATERIALS SHALL BE COMPACTED ± 2% OF THEIR
O a
HAUNCHING
9.
FILL SALVAGED FROM EXCAVATION SHALL BE
-
FREE OF DEBRIS, ORGANICS AND ROCKS
LARGER THAN 3".
c0
I
ALL TRENCH EXCAVATIONS SHALL BE SLOPED,
SHORED, SHEETED, BRACED, OR OTHERWISE
(MIN.)
(MIN.)
SUPPORTED IN COMPLIANCE WITH OSHA
4"
REGULATIONS AND LOCAL ORDINANCES. (SEE
SEE
NOTE
SPECIFICATIONS)
;12" O.D. OF PIPE++2"T018"
- _
i
GENERAL NOTES
1. BEDDING SHALL BE CLASS I WORKED BY
0 Q
:51J
BE CLASS IV COMPACTED TO 95 /O STANDARD
PROCTOR.
2. HAUNCHING SHALL BE WORKED AROUND THE PIPE
7. ALL MATERIALS ARE CLASSIFIED IN
BY HAND TO ELIMINATE VOIDS AND SHALL BE CLASS
BA
1 OR CLASS 11 COMPACTED TO 95% STANDARD
=
F 1C ~
-
8. ALL MATERIALS SHALL BE INSTALLED IN
3. INITIAL BACKFILL SHALL BE CLASS I WORKED
MAXIMUM 8" LOOSE LIFTS IN ACCORDANCE
WITH ASTM D 698. CLASS III AND IV
BY HAND OR CLASS II COMPACTED TO
95°/D STANDARD PROCTOR.
MATERIALS SHALL BE COMPACTED ± 2% OF
U)
4. INITIAL BACKFILL NOT UNDER PAVED AREAS
3i,
CAN BE CLASS III COMPACTED TO 95%
MAX.
PIPE THIS SIDE 18"
LARGER THAN 3"
5. III COMPACTED AS NOTED IN ASS 1 11 OR 4.
= H N
SECTION
X -X
-
SECTION Y -Y
REGULATIONS AND LOCAL ORDINANCES. (SEE
J m r
SPECIFICATIONS)
UTILITY TRENCH AND BEDDING
6
CD
DIMENSIONS AND OUAMTITIES FOR DROP
INLET(BASED ON MIN.
HEIGHT, H)
T
Z
DIMENSIONS OF BOX & PIPE
CUBIC YARDS
CUBIC YARDS
DEDUCTIONS FOR
DOWEL
w
PIPE SPAN
WIDTH MIN. HEIGHT CONCRETE
BRICK MASONRY
ONE PIPE
D A
B H
BOTTOM
WALL PER Toru BRICK
C.S. R.C.
SLAB
FOOT HT. x""&OxRRr.FDRB
I
12" 3'-0"
2'-0" 2'-0"
0.268
0.313 0„522
0.020 0.032
151,2'-3
0.268
0.313 0.600
0.031 0.047
18"
2'-6"
0.268
0.313 0.678
0.044 0.065
24"
3'-0"
0.268
0.313 0.835
0.078 0.113
30" T-0"
2'-0" 3'-6"
0.268
0.313 0.991
0.122 0.170
SHEET 1 OF 1
840.15
I--% 1 A IL I
CONCRETE OR
COMPACTED CLAY
STANDARD DETAIL
,..,,NT -SEEP COLLAR DFTA L 9_1T5
UNDISTI
EARTH C
COMPAC
FILL
FINAL
BACKFILL
PIPE
SPRI
LINE
\C �'\
4" BEDDING
\ '\\i\\\,�R (MIN.)
4"
REINFORCED CONCRETE PIPE (RCP)
AND SPIRAL RIB PIPE
SMALLER THAN 60"0
NOT TO SCALE
ALL OTHER PIPES
INCLUDING SPIRAL RIB
PIPE 60"0 AND LARGER
NOT TO SCALE
�1
STORM SEWER TRENCH & BEDDING
NOT TO SCALE
O.D.
GENERAL NOTES
O.D.
1.
BEDDING SHALL BE CLASS I WORKED BY
STONE
DIAMETER
(IN)
THICK.
d
(IN)
HAND.
WARNING TAPE
2.
HAUNCHING SHALL BE WORKED AROUND THE PIPE
10
WARNING TAPE
BY HAND TO ELIMINATE VOIDS AND SHALL BE CLASS
OF A PVC BODY TOP. SEE DRAWING NO. 7001-110-045.
300
I OR CLASS II COMPACTED TO 95% STANDARD
NOTE
UNDISTURBE
PROCTOR.
THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH
3.
INITIAL BACKFILL SHALL BE CLASS I
FINAL
3130 VERONA AVE
WORKED BY HAND, OR CLASS II
BACKFILL
ao°°oa
COMPACTED TO 95% STANDARD PROCTOR.
4.
INITIAL BACKFILL NOT UNDER PAVED AREAS
OR POSSESSION OF THIS PRINT DOES NOT CONFER,
TRANSFER, OR LICENSE THE USE OF THE DESIGN OR
COMPACTED
ILL
CAN BE CLASS III COMPACTED TO 95%
Nyl last
PHN [phone]
FAX [phone]
STANDARD PROCTOR.
COMPACTED
FILL
5.
FINAL BACKFILL SHALL BE CLASS I, 11, OR
JITIAL
FINAL
III COMPACTED AS NOTED IN NOTES 3. AND 4.
ACKFILL
BACKFILL
6.
FINAL BACKFILL NOT UNDER PAVED AREAS CAN
CONTAINED HEREIN, OR MANUFACTURE OF ANY
DATE 09-05-13
BE CLASS IV COMPACTED TO 95% STANDARD
CHING
MINIMUM ANGLE BETWEEN ADAPTERS SEE DRAWING NO. 7001-110-012.
PROCTOR.
DOING
7,
ALL MATERIALS ARE CLASSIFIED IN ACCORDANCE
N)
6 - 8"- 30" DOME GRATES HAVE NO LOAD RATING.
WITH ASTM D 2321-11.
INITIAL
8.
ALL MATERIALS SHALL BE INSTALLED IN
REV C
MAXIMUM 8" LOOSE LIFTS IN ACCORDANCE
LINE
WITH ASTM D 698. CLASS III AND IV
BACKFILL
MATERIALS SHALL BE COMPACTED ± 2% OF THEIR
OPTIMUM MOISTURE CONTENT.
HAUNCHING
9.
FILL SALVAGED FROM EXCAVATION SHALL BE
-
FREE OF DEBRIS, ORGANICS AND ROCKS
LARGER THAN 3".
-
10.
ALL TRENCH EXCAVATIONS SHALL BE SLOPED,
SHORED, SHEETED, BRACED, OR OTHERWISE
(MIN.)
(MIN.)
SUPPORTED IN COMPLIANCE WITH OSHA
4"
REGULATIONS AND LOCAL ORDINANCES. (SEE
SPECIFICATIONS)
STORM SEWER TRENCH & BEDDING
NOT TO SCALE
NOT TO SCALE
NYLOPLAST DRAIN BASIN WITH DOME GRATE
MINIMUM PIPE BURIAL
DEPTH PER PIPE
MANUFACTURER
(3) VARIABLE INVERT HEIGHTS RECOMMENDATION
AVAILABLE (ACCORDING TO (MIN. MANUFACTURING
PLANSITAKE OFF) REQ. SAME AS MIN. SUMP)
(4) VARIOUS TYPES OF INLET & OUTLET ADAPTERS
AVAILABLE: 4" - 30" FOR CORRUGATED HDPE
(ADS N-121HANCOR DUAL WALL, ADS/RANCOR
SINGLE WALL), N-12 HP, PVC SEWER (EX: SDR 35),
PVC DWV (EX: SCH 40), PVC C9001C905,
CORRUGATED & RIBBED PVC
WATERTIGHT JOINT
(CORRUGATED HDPE SHOWN)
(5) ADAPTER ANGLES VARIABLE
0° - 360° ACCORDING TO PLANS
(3) VARIABLE SUMP DEPTH
ACCORDING TO PLANS
(6" MIN. ON 8" - 24", 10" MIN. ON 30"
4" MIN ON 8" - 24" A BASED ON MANUFACTURING REQ.)
6" MIN ON 30"
THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER
GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS I
8" - 30" OR CLASS II MATERIAL AS DEFINED IN ASTM D2321. BEDDING &
BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE PLACED &
COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321.
1 - 8" - 30" DOME GRATES SHALL BE DUCTILE IRON PER ASTM A536
O.D.
DETECTABLE
O.D.
DETECTABLE
GRADE 70-50-05.
STONE
DIAMETER
(IN)
THICK.
d
(IN)
INITIAL TERMINAL
WIDTH WIDTH
W1 W2
(FT) (FT)
WARNING TAPE
2 - 8" & 10" DOME GRATES FIT ONTO THE DRAIN BASINS WITH THE USE
24 0.005
10
WARNING TAPE
UNDISTURBEDSEE
OF A PVC BODY TOP. SEE DRAWING NO. 7001-110-045.
300
1 18 0.005
NOTE
UNDISTURBE
3 - DRAIN BASIN TO BE CUSTOM MANUFACTURED ACCORDING TO PLAN
THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH
DRAWN BY EBC
SEE NOTE
EARTH OR
3130 VERONA AVE
DETAILS. RISERS ARE NEEDED FOR BASINS OVER 84" DUE TO SHIPPING
NYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT
ao°°oa
EARTH OR -
BUFORD, GA 30518
RESTRICTIONS. SEE DRAWING NO. 7001-110-065,
4 - DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHALL CONFORM TO
OR POSSESSION OF THIS PRINT DOES NOT CONFER,
TRANSFER, OR LICENSE THE USE OF THE DESIGN OR
COMPACTED
ILL
z
Nyl last
PHN [phone]
FAX [phone]
FINAL
COMPACTED
FILL
REVISED BY CCA
PROJECT NO.INAME
FINAL
N-12 HP, & PVC SEWER (4" - 24").
i+1
BACKFILL
O�O° o°°O0
5 -ADAPTERS CAN 8E MOUNTED ON ANY ANGLE 0° TO 360°. TO DETERMINE
CONTAINED HEREIN, OR MANUFACTURE OF ANY
DATE 09-05-13
BACKFILL
PIPE
SPRING
ING
MINIMUM ANGLE BETWEEN ADAPTERS SEE DRAWING NO. 7001-110-012.
ARTICLE HEREFROM, FOR THE DISCLOSURE TO OTHERS
z_
O
B
PIPE
ING
DETAIL
6 - 8"- 30" DOME GRATES HAVE NO LOAD RATING.
z
g
INITIAL
SCALE 1:40 SHEET 1 OF 1
DWG NO. 7001-110-397
REV C
ACKFILL
LINE
BACKFILL
HAUNCHING
-
HAUNCHING
4" BEDDING
4" BEDDING
(MIN.)
(MIN.)
4"
4"
PIPE DIA W
WATERLINE
;12" O.D. OF PIPE++2"T018"
- _
SANITARY SEWER
GENERAL NOTES
1. BEDDING SHALL BE CLASS I WORKED BY
6. FINAL BACKFILL NOT UNDER PAVED AREAS CAN
HAND.
BE CLASS IV COMPACTED TO 95 /O STANDARD
PROCTOR.
2. HAUNCHING SHALL BE WORKED AROUND THE PIPE
7. ALL MATERIALS ARE CLASSIFIED IN
BY HAND TO ELIMINATE VOIDS AND SHALL BE CLASS
ACCORDANCE WITH ASTM D 2321-11.
1 OR CLASS 11 COMPACTED TO 95% STANDARD
PROCTOR.
8. ALL MATERIALS SHALL BE INSTALLED IN
3. INITIAL BACKFILL SHALL BE CLASS I WORKED
MAXIMUM 8" LOOSE LIFTS IN ACCORDANCE
WITH ASTM D 698. CLASS III AND IV
BY HAND OR CLASS II COMPACTED TO
95°/D STANDARD PROCTOR.
MATERIALS SHALL BE COMPACTED ± 2% OF
THEIR OPTIMUM MOISTURE CONTENT.
4. INITIAL BACKFILL NOT UNDER PAVED AREAS
9, FILL SALVAGED FROM EXCAVATION SHALL BE
CAN BE CLASS III COMPACTED TO 95%
FREE OF DEBRIS ORGANICS AND ROCKS
STANDARD PROCTOR.
LARGER THAN 3"
5. III COMPACTED AS NOTED IN ASS 1 11 OR 4.
10. ALL TRENCH EXCAVATIONS SHALL BE SLOPED,
SHORED SHEETED, BRACED, OR OTHERWISE
SUPPORtED IN COMPLIANCE WITH OSHA
REGULATIONS AND LOCAL ORDINANCES. (SEE
SPECIFICATIONS)
UTILITY TRENCH AND BEDDING
NOT TO SCALE
NYLOPLAST DRAIN BASIN WITH DOME GRATE
MINIMUM PIPE BURIAL
DEPTH PER PIPE
MANUFACTURER
(3) VARIABLE INVERT HEIGHTS RECOMMENDATION
AVAILABLE (ACCORDING TO (MIN. MANUFACTURING
PLANSITAKE OFF) REQ. SAME AS MIN. SUMP)
(4) VARIOUS TYPES OF INLET & OUTLET ADAPTERS
AVAILABLE: 4" - 30" FOR CORRUGATED HDPE
(ADS N-121HANCOR DUAL WALL, ADS/RANCOR
SINGLE WALL), N-12 HP, PVC SEWER (EX: SDR 35),
PVC DWV (EX: SCH 40), PVC C9001C905,
CORRUGATED & RIBBED PVC
WATERTIGHT JOINT
(CORRUGATED HDPE SHOWN)
(5) ADAPTER ANGLES VARIABLE
0° - 360° ACCORDING TO PLANS
(3) VARIABLE SUMP DEPTH
ACCORDING TO PLANS
(6" MIN. ON 8" - 24", 10" MIN. ON 30"
4" MIN ON 8" - 24" A BASED ON MANUFACTURING REQ.)
6" MIN ON 30"
THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER
GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS I
8" - 30" OR CLASS II MATERIAL AS DEFINED IN ASTM D2321. BEDDING &
BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE PLACED &
COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321.
1 - 8" - 30" DOME GRATES SHALL BE DUCTILE IRON PER ASTM A536
OUTLET PIPE
RIP -RAP
APRON
OUTLET
NO.
GRADE 70-50-05.
STONE
DIAMETER
(IN)
THICK.
d
(IN)
INITIAL TERMINAL
WIDTH WIDTH
W1 W2
(FT) (FT)
LENGTH
L
(FT)
2 - 8" & 10" DOME GRATES FIT ONTO THE DRAIN BASINS WITH THE USE
24 0.005
10
15
1 6.0 24.5
OF A PVC BODY TOP. SEE DRAWING NO. 7001-110-045.
300
1 18 0.005
8
12
3 - DRAIN BASIN TO BE CUSTOM MANUFACTURED ACCORDING TO PLAN
THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH
DRAWN BY EBC
MATERIAL
8
3130 VERONA AVE
DETAILS. RISERS ARE NEEDED FOR BASINS OVER 84" DUE TO SHIPPING
NYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT
ao°°oa
°°o.o ,
BUFORD, GA 30518
RESTRICTIONS. SEE DRAWING NO. 7001-110-065,
4 - DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHALL CONFORM TO
OR POSSESSION OF THIS PRINT DOES NOT CONFER,
TRANSFER, OR LICENSE THE USE OF THE DESIGN OR
DATE 03-25-10
Nyl last
PHN [phone]
FAX [phone]
ASTM D3212 FOR CORRUGATED HDPE (ADS N-12/HANCOR DUAL WALL),
TECHNICALINFORMATION SHOWN HEREIN
REVISED BY CCA
PROJECT NO.INAME
www.nyloplast-us.cor
N-12 HP, & PVC SEWER (4" - 24").
REPRODUCTION OF THIS PRINT OR ANY INFORMATION
TITLE
O�O° o°°O0
5 -ADAPTERS CAN 8E MOUNTED ON ANY ANGLE 0° TO 360°. TO DETERMINE
CONTAINED HEREIN, OR MANUFACTURE OF ANY
DATE 09-05-13
DRAIN BASIN WITH DOME GRATE
MINIMUM ANGLE BETWEEN ADAPTERS SEE DRAWING NO. 7001-110-012.
ARTICLE HEREFROM, FOR THE DISCLOSURE TO OTHERS
DOES NOT CONTINUE
SEE PLAN FOR PIPE SIZE, TYPE, AND ELEVATION
QUICK SPEC INSTALLATION
DETAIL
6 - 8"- 30" DOME GRATES HAVE NO LOAD RATING.
IS FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN
DWG SIZE A
SCALE 1:40 SHEET 1 OF 1
DWG NO. 7001-110-397
REV C
PERMISSION FROM NYLOPLAST. ©2013 NYLOPLAST
R IPRAP OUTLET
PROTECTION
NOT TO SCALE
FINISH GRADE
PROP. TAPPING VALVE
PROP. TAPPING SLEEVE
EXIST. WATER MAIN
SERVICE TO
SITE OR HYDRANT
° 4a WATER SERVICE
a a II
a ° I_ FLAT ROCK OR
a I� CONCRETE
4 ° O
'III III -III
CONCRETE THRUST BLOCK
SEE THRUST BLOCK DETAIL
NOTE:
WET TAP AND VALVE MANUFACTURER SHALL BE DETERMINED BY
GOVERNING MUA OR WATER SUPPLIER.
2' SQ. x 6" THICK CLASS B
CONCRETE PAD
VALVE BOX TO SUI -
AND DEPTH C
TEMP BACI•
VALVE BC
W,
WET TAP DETAIL
NOT TO SCALE
ADJUST TOP SECTION
TO FINISH GRADE
ALVE BOX TO BE ENTIRELY
UPPORTED BY CONCRETE
LOCKS OR BRICKS TO SUIT.
ALVE OR BOX MUST NOT
EAR ON VALVE OR PIPE
GATE VALVE
NOT TO SCALE
CORE DRILL EXISTING MANHOLE
AND SEAL WITH A -LOCK GASKET
AND NON- SHRINKING GROUT
FOR WATERTIGHT SEAL.
SUITABLE
BACKFILL %\ MANHOLE BASE
\
REMOVE/REPLACE
INVERT CONCRETE CHANNEL,
SANITARY LATERAL AS REQUIRED
3/a
OUT SEWER
CLEAN
CRUSHED
STONE
APPROVED SUBGRADE J FOUNDATION MATERIAL -j
NOTE:
1. MAXIMUM DROP BETWEEN INCOMING AND OUTGOING PIPES TO BE 2'.
IF OVER 2', DROP MANHOLE IS REQUIRED.
2. SEE GRADING/DRAINAGE/UTILITY PLAN FOR PIPE SIZES, INVERTS AND
ELEVATIONS.
SANITARY ARY LATERAL TO MANHOLE
CONNECTION DETAIL
OUTLET PIPE
RIP -RAP
APRON
OUTLET
NO.
PIPE DIA PIPE
Pd SLOPE
(IN) (FT/FT)
STONE
DIAMETER
(IN)
THICK.
d
(IN)
INITIAL TERMINAL
WIDTH WIDTH
W1 W2
(FT) (FT)
LENGTH
L
(FT)
100
24 0.005
10
15
1 6.0 24.5
16
300
1 18 0.005
8
12
1 4.5 11.5
6
400
1 18 0.005
8
12
1 4.5 15
9
R IPRAP OUTLET
PROTECTION
NOT TO SCALE
FINISH GRADE
PROP. TAPPING VALVE
PROP. TAPPING SLEEVE
EXIST. WATER MAIN
SERVICE TO
SITE OR HYDRANT
° 4a WATER SERVICE
a a II
a ° I_ FLAT ROCK OR
a I� CONCRETE
4 ° O
'III III -III
CONCRETE THRUST BLOCK
SEE THRUST BLOCK DETAIL
NOTE:
WET TAP AND VALVE MANUFACTURER SHALL BE DETERMINED BY
GOVERNING MUA OR WATER SUPPLIER.
2' SQ. x 6" THICK CLASS B
CONCRETE PAD
VALVE BOX TO SUI -
AND DEPTH C
TEMP BACI•
VALVE BC
W,
WET TAP DETAIL
NOT TO SCALE
ADJUST TOP SECTION
TO FINISH GRADE
ALVE BOX TO BE ENTIRELY
UPPORTED BY CONCRETE
LOCKS OR BRICKS TO SUIT.
ALVE OR BOX MUST NOT
EAR ON VALVE OR PIPE
GATE VALVE
NOT TO SCALE
CORE DRILL EXISTING MANHOLE
AND SEAL WITH A -LOCK GASKET
AND NON- SHRINKING GROUT
FOR WATERTIGHT SEAL.
SUITABLE
BACKFILL %\ MANHOLE BASE
\
REMOVE/REPLACE
INVERT CONCRETE CHANNEL,
SANITARY LATERAL AS REQUIRED
3/a
OUT SEWER
CLEAN
CRUSHED
STONE
APPROVED SUBGRADE J FOUNDATION MATERIAL -j
NOTE:
1. MAXIMUM DROP BETWEEN INCOMING AND OUTGOING PIPES TO BE 2'.
IF OVER 2', DROP MANHOLE IS REQUIRED.
2. SEE GRADING/DRAINAGE/UTILITY PLAN FOR PIPE SIZES, INVERTS AND
ELEVATIONS.
SANITARY ARY LATERAL TO MANHOLE
CONNECTION DETAIL
SANITARY ARY SEWER CLEANOUT
NOT TO SCALE
T� a
v/ �� z� o �w
1 O �z
!�1 O aj W of = z
^. �0 ± C LL _j
J0HQO as
T C) U Q H U o 0
�� ♦���♦ wa
Z 14Q
Ui
WQ0 as o0
CIDao x U z } z -
¢ -
-
CO
Z_
W WOf WOQ�CD ow
�1 J W m ��>K_
w �tjP4 aU)7LLi
Of > ow
> w O O of w Q
W 00x0
ZU w 0 W 0 0 0 W 6i i5�
1� J(n D_ 000OZU a
<w
Th4 ♦ ♦ ♦ ♦ ♦ ♦ ♦0
r w
PIP
z ~
a
W ��a 0 a
Z
C) wQQ�z W 2 �r
z J L Y U LL o 0
W U 0''O_'LL'J zcJ
HZz00WW SR
bf QW 0>->- ow
bbl LLwo W W W
xzmzzza
ow
QF
REVISIONS
NOT TO SCALE
THREADED PVC CLEANOUT PL
HEAVY DUTY FRAME AND COVER
BY
W/ LETTERS "C.O." CAST IN COVER
GRADE SURFACE AWAY
FROM CLEAN OUT
1" IN GRASSY AREA
PMA
0" IN PAVED AREA
ADJUSTABLE HEAD
NOTE: SEE APPLICABLE DETAIL
FOR BACKFILL AND BEDDING
INSTRUCTIONS.
I
SIZE OF RISER PIPE PER LOCAL CODES
45° BEND
0 ° 0
°o; °Jl
1 CRUSHED STONE PER LOCAL CODES
;; 0.
ao°°oa
°°o.o ,
_
po o ° /
�o0°°°Doo
o
Z
° o O°O //0°°o0o0 10
/
0. DIRECTION OF FLOW
- ADO D
O�O° o°°O0
°° oO°O�
o°O0°
WYE
PLUG WYE IF SERVICE LATERAL
DOES NOT CONTINUE
SEE PLAN FOR PIPE SIZE, TYPE, AND ELEVATION
SANITARY ARY SEWER CLEANOUT
NOT TO SCALE
T� a
v/ �� z� o �w
1 O �z
!�1 O aj W of = z
^. �0 ± C LL _j
J0HQO as
T C) U Q H U o 0
�� ♦���♦ wa
Z 14Q
Ui
WQ0 as o0
CIDao x U z } z -
¢ -
-
CO
Z_
W WOf WOQ�CD ow
�1 J W m ��>K_
w �tjP4 aU)7LLi
Of > ow
> w O O of w Q
W 00x0
ZU w 0 W 0 0 0 W 6i i5�
1� J(n D_ 000OZU a
<w
Th4 ♦ ♦ ♦ ♦ ♦ ♦ ♦0
r w
PIP
z ~
a
W ��a 0 a
Z
C) wQQ�z W 2 �r
z J L Y U LL o 0
W U 0''O_'LL'J zcJ
HZz00WW SR
bf QW 0>->- ow
bbl LLwo W W W
xzmzzza
ow
QF
REVISIONS
REV
DATE
COMMENT
BY
1
6/15/16
LIDL PLAYBOOK REV.
PMA
KNOW WHAT'S BELOW
ALWAYS CALL 811
BEFORE YOU DIG
It's fast. It's free. It's the law.
NOT APPROVED FOR
CONSTRUCTION
PROJECT No.: NCR151000
DRAWN BY: PMA
CHECKED BY: MAR
DATE: 10/19/15
SCALE: AS SHOWN
CAD 1. D.: SD1
F, PROJECT:
ROCCKINGHAM
GROCERY
FOR
LIDL CJS
OPERATIONS,
LLC
LOCATION OF SITE
705 U.S. 74 BUSINESS
RICHMOND COUNTY
ROCKINGHAM, NC 28379
BOH LER
ENGINEERING NC, PLLC
NCBELS P-1132
4011 WESTCHASE BLVD., SUITE 290
RALEIGH, NC 27607
Phone: [phone]
Fax: [phone]
[e-mail]
\ \1111111111/////
°o ��FESS/0�9 oT'I
40 6 ~ -
FiyGINE��
°0
(1111111 2016.06.24
SHEET TITLE:
CONSTRUCTION
DE7['Ad]C,S 3
SHEET NUMBER:
D-1,2

EXISTING ROADWAY
EXISTING ROADWAY
15' OR WIDTH OF
PROPOSED STREET
WHICHEVER IS
GREATER.
NOTES:
1. PUT SILT FENCE OR TREE PROTECTION FENCE UP TO ENSURE
CONSTRUCTION ENTRANCE IS USED.
2. IF CONSTRUCTION ON THE SITES ARE SUCH THAT THE MUD IS NOT
REMOVED BY THE VEHICLE TRAVELING OVER THE STONE, THEN THE
TIRES OF THE VEHICLES MUST BE WASHED BEFORE ENTERING THE
PUBLIC ROAD.
3. IF A PROJECT CONTINUES TO PULL MUD AND DEBRIS ON TO THE
PUBLIC ROAD, THE TOWN WILL CLEAN THE AREA AND INVOICE THE
FINANCIALLY RESPONSIBLE PERSON AS INDICATED ON THE FINANCIAL
RESPONSIBILITY FORM. THE MINIMUM FEE THE TOWN OF CARY WILL
CHARGE TO CLEAN THE STREETS WILL BE $300 FOR THE FIRST HOUR
AND $200 FOR EACH HOUR THEREAFTER.
NCDENR MAINTENANCE NOTE:
TEMPORARY GRAVEL CONSTRUCTION ENTRANCE- MAINTAIN THE GRAVEL PAD IN
A CONDITION TO PREVENT MUD OR SEDIMENT FROM LEAVING THE CONSTRUCTION
SITE. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH 2 -INCH STONE. AFTER EACH
RAINFALL, INSPECT ANY STRUCTURE USED TO TRAP SEDIMENT AND CLEAN IT OUT
AS NECESSARY. IMMEDIATELY REMOVE ALL OBJECTIONABLE MATERIALS SPILLED,
WASHED, OR TRACKED ONTO PUBLIC ROADWAYS.
GEOTEXTILE FABRIC UNDER
STONE
CROSS SECTION
STANDARD CONSTRUCTION ENTRANCE
NOT TO SCALE
NCDENR MAINTENANCE NOTE:
SKIMMER- INSPECT SKIMMER AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT
(ONE-HALF INCH OR GREATER) RAINFALL EVENT AND REPAIR IMMEDIATELY. PULL
THE SKIMMER TO ONE SIDE SO THAT THE SEDIMENT UNDERNEATH IT CAN BE EXCAVATED.
EXCAVATE THE SEDIMENT FROM THE ENTIRE BASIN, NOT JUST AROUND THE SKIMMER OR
THE FIRST CELL. MAKE SURE VEGETATION GROWING IN THE BOTTOM OF THE BASIN DOES
NOT HOLD DOWN THE SKIMMER. IF THE SKIMMER IS CLOGGED WITH TRASH AND THERE IS
WATER IN THE BASIN, USUALLY JERKING ON THE ROPE WILL MAKE THE SKIMMER BOB UP
AND DOWN AND DISLODGE THE DEBRIS AND RESTORE FLOW. IF THIS DOES NOT WORK,
PULL THE SKIMMER OVER TO THE SIDE OF THE BASIN AND REMOVE THE DEBRIS. ALSO
CHECK THE ORIFICE INSIDE THE SKIMMER TO SEE IF IT IS CLOGGED; IF SO REMOVE THE
DEBRIS. IF THE SKIMMER ARM OR BARREL PIPE IS CLOGGED, THE ORIFICE CAN BE REMOVED
AND THE OBSTRUCTION CLEARED WITH A PLUMBER'S SNAKE OR BY FLUSHING WITH WATER.
BE SURE AND REPLACE THE ORIFICE BEFORE REPOSITIONING THE SKIMMER. FREEZING
WEATHER CAN RESULT IN ICE FORMING IN THE BASIN. SOME SPECIAL PRECAUTIONS
SHOULD BE TAKEN IN THE WINTER TO PREVENT THE SKIMMER FROM PLUGGING WITH ICE.
SKIMMER SIZE: 2.5"
ORIFICE DIAMETER: 1.8"
DEWATERING TIME: 3 DAYS
OUTLET END:
CONNECTION
TO OUTLET PIPE OR
RISER
SCHEDULE 40 PVC
VENT
BARREL PIPE LONGER
THAN SHOWN.
NOT INCLUDED WITH
SKIMMER SUPPLIED
BY USER.
STANDARD SKIMMER DETAIL
NOT TO SCALE
H:\2015\NCR151000\DRAWINGS\PIAN SEfS\NCR1510005D1.DWG PRINTED BY: PASCHE 6.24.16 ®3:40 PM UST SAVED BY: PASCHE
NEW CONSTRUCTION
I�T
STAKE
CLASS B STONE PAD
(4' X 4' X V MIN.)
TRASH RACK-\
SKIMMERS TES
ARM
CLEAN OUT BASIN BOTTOM) FLEXIBLE
ELEV. (COE) ELEVATION (BE) HOSE
SKIMMER INVERT ELEV.-/
PRECAST
TEMPORARY RISER
81 TOP OF
EMBANKMENT
ELEVATION (ETE)
ANTI -SE
COLLAR
11 J1
1
CUT-OFF
TRENCH OUTLET PIPE TO
2' DEEP DRAINAGE
CTRI I! -'TI IRF
Z2
�1
SPILLWAY
ELEVATION (SE)
SKIMME]R� SEDIMENT ]BASIN
NOT TO SCALE
NOTES:
DATE
TOP
PROP.
EMBANKMENT
CLEAN
OUT
BOTTOM
SPILLWAY
SKIMMER
CONTROLLED AND MANAGED TO AVOID CONTACT WITH SURFACE WATERS,
THROUGH DOOR
WETLANDS OR BUFFERS. NO CONCRETE OR CEMENT SLURRY SHALL BE
STRUCT.
TOP ELEV
ELEV
ELEV
ELEV
INVERT
BASIN
Z1
Z2
ELEV.
ETE
COE
BE
SE
ELEV.
NO.
(FT)
(FT)
TES (FT)
(FT)
(FT)
(FT)
(FT)
(FT)
1
3
3
261.00
261.00
258.62
256.00
259.50
257.00
SKIMME]R� SEDIMENT ]BASIN
NOT TO SCALE
NOTES:
1. SKIMMER IS TO BE A SURFACE DEWATERING DEVICE
SUCH AS BMP SKIMMER OR APPROVED DEVICE.
2. SKIMMER SHOULD RISE TO LEVEL OF WEIR HEIGHT IN
TEMPORARY BASIN OR TO RISER INLET.
3. ROPE ATTACHED TO SKIMMER TO HELP KEEP CLEAN.
GRATEDINLET
CEMENT AND CONCILRJETE. WASHOUT
BLOCKS
IRAFI 140 N GEOTEXTILE FABRIC
FINISHED GRADE J
AGGREGATE
NCDENR MAINTENANCE NOTE:
SKIMMER SEDIMENT BASIN -
INSPECT SKIMMER SEDIMENT
BASINS AT LEAST WEEKLY AND
AFTER EACH SIGNIFICANT (1/2
INCH OR GREATER) RAINFALL
EVENT AND REPAIR IMMEDIATELY.
REMOVE SEDIMENT, AND
RESTORE THE BASIN TO ITS
ORIGINAL DIMENSIONS WHEN THE
SEDIMENT HAS ACCUMULATED TO
ONE-HALF THE DESIGN DEPTH.
PLACE THE SEDIMENT THAT IS
REMOVED IN THE DESIGNATED
DISPOSAL AREA. CHECK THE
EMBANKMENT, SPILLWAY, OUTLET
FOR EROSION DAMAGE, AND
INSPECT THE EMBANKMENT FOR
PIPING AND SETTLEMENT. MAKE
ALL NECESSARY REPAIRS
IMMEDIATELY. REMOVAL ALL
TRASH AND OTHER DEBRIS FROM
THE RISER (IF APPLICABLE) AND
POOL AREA.
NOTES:
1. SEED AND PLACE MATTING
FOR EROSION CONTROL ON
INTERIOR AND EXTERIOR
SIDE SLOPES.
2. INSTALL A MINIMUM OF 3 COIR
FIBER BAFFLES IN
ACCORDANCE WITH
PRACTICE STANDARD 6.65.
3. INSTALL SKIMMER AND
COUPLING TO RISER
STRUCTURE.
4. THE ARM PIPE SHALL HAVE A
MINIMUM LENGTH OF 6 FT.
BETWEEN THE SKIMMER AND
COUPLING.
1IAIAITAIAI CT/ll�l/ r]II C CI I�CA/'�C
MIRAFI 140 N GEOTEXTILE
FABRIC
CONCRETE BLOCKS
♦ FILTERED
WATER
GRATEDINLET
NOTES: PLAN SECTION
1. PLACE CONCRETE BLOCKS IN A SINGLE ROW AROUND PERIMETER OF INLET ON THEIR SIDES, WITH ENDS OF ADJACENT BLOCKS ABUTTING.
2. HEIGHT OF BARRIER VARIES. USE STACKS OF 4", 8", OR 12" BLOCKS. MIN. HEIGHT OF BARRIER SHALL BE 12" AND 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 THE WATER AND ALLOW IT TO FILTER THROUGH
AND OVER THE MATERIAL BEFORE ENTERING THE INLET.
MAINTENANCE NOTES:
1. INLET PROTECTION DEVICES MUST BE INSPECTED FOR SEDIMENT ACCUMULATION WITHIN THE CATCH BASIN (IF USING INSERT -TYPE DEVICE) OR
UPGRADIENT OF THE INLET.
Z 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.
NCDENR MAINTENANCE NOTE:
TEMPORARY BLOCK AND GRAVEL DROP INLET PROTECTION - INSPECT THE BARRIER AT LEAST WEEKLY AND AFTER EACH
SIGNIFICANT (112 INCH OR GREATER) RAINFALL AND MAKE REPAIRS AS NEEDED. REMOVE SEDIMENT AS NECESSARY TO
PROVIDE ADEQUATE STORAGE VOLUME FOR SUBSEQUENT RAINS. WHEN THE CONTRIBUTING DRAINAGE AREA HAS BEEN
ADEQUATELY STABILIZED, REMOVE ALL MATERIALS AND ANY UNSTABLE SOIL, AND EITHER SALVAGE OR DISPOSE OF IT
PROPERLY. BRING THE DISTURBED AREA TO PROPER GRADE, THEN SMOOTH AND COMPACT IT. APPROPRIATELY STABILIZE
ALL BARE AREAS AROUND THE INLET.
]BLOCK AND AGG]E�EGATE INLET PIROTECTION
NOT TO SCALE
AKUUINU F'tKIMtILM Ur
STOCKPILE (SEE DETAIL
ON THIS SHEET)
TEMPORARY
STOCKPILE DETAIL
PLAN VIEW
FENCE AND FABRIC
BURIED IN TRENCH
6"X6" TRENCH,
BACKFILLED AND
COMPACTED
_STEEL POST
I t
2'
I
SECTION VIEW AT OPENING
NOTES:
1. BAFFLE MATERIAL SHOULD BE SECURED AT THE BOTTOM AND SIDES
USING STAPLES OR BY TRENCHING AS FOR SILT FENCE.
2. MOST OF THE SEDIMENT WILL ACCUMULATE IN THE I ST BAY,
WHICH SHOULD BE READILY ACCESSIBLE FOR MAINTENANCE.
3. PROVIDE 3 BAFFLES (USE TWO IF LESS THAN 20 FEET IN LENGTH). PROVIDE
5 BAFFLES FOR DRAINAGE AREAS GREATER THAN 10 ACRES.
4. BAFFLE SHALL BE 700 G/M2 COIR EROSION BLANKET.
,ONE 5. TOPS OF BAFFLES SHOULD BE 2 INCHES LOWER THAN THE TOP OF THE BERMS
6. INSPECT BAFFLES FOR REPAIR ONCE A WEEK AND AFTER EACH RAINFALL
SUPPORT ROPE
TO WIRE TO
PREVENT SAGGING
NCDENR MAINTENANCE NOTE:
BAFFLES - INSPECT BAFFLES AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL. MAKE ANY REQUIRED REPAIRS
IMMEDIATELY. BE SURE TO MAINTAIN ACCESS TO THE BAFFLES. SHOULD THE FABRIC OF A BAFFLE COLLAPSE, TEAR,
DECOMPOSE, OR BECOME INEFFECTIVE, REPLACE IT PROMPTLY. REMOVE SEDIMENT DEPOSITS WHEN IT REACHES
HALF FULL, TO PROVIDE ADEQUATE STORAGE VOLUME FOR THE NEXT RAIN AND TO REDUCE PRESSURE ON THE
BAFFLES. TAKE CARE TO AVOID DAMAGING THE BAFFLES DURING CLEANOUT, AND REPLACE IF DAMAGED DURING
CLEANOUT OPERATIONS. SEDIMENT DEPTH SHOULD NEVER EXCEED HALF THE DESIGNED STORAGE DEPTH. AFTER
THE CONTRIBUTING DRAINAGE AREA HAS BEEN PROPERLY STABILIZED, REMOVE ALL BAFFLE MATERIALS AND
UNSTABLE SEDIMENT DEPOSITS, BRING THE AREA TO GRADE, AND STABILIZE IT.
CROSS SECTION
SUPPORT POST
24" INTRO BOTTOM
OR SIDE
COIR MESH OR SIMILAR, STAPLED OR
TRENCHED INTO BOTTOM OR SIDE
STAKE TO
SUPPORT WI
NOTES:
1. VERIFY WITH ENGINEER OF RECORD WHICH DISCHARGES FROM DEWATERING ACTIVITIES ARE ALLOWED OR ARE NOT ALLOWED NON-STORMWATER DISCHARGES UNDER THE GENERAL PERMIT AND OTHER
REGULATIONS. CONTRACTOR SHALL OBTAIN ALL DEWATERING PERMITS AND AUTHORIZATIONS REQUIRED BY STATE AND LOCAL REGULATIONS. SEE THE REQUIRED DEWATERING PERMITS AND
AUTHORIZATIONS TABLE BELOW. GC SHALL COMPLETE COLUMNS 3 AND 4.
2. GC SHALL WAIT TO HAVE WRITTEN COPY OF ALL REQUIRED DEWATERING PERMITS AND AUTHORIZATIONS BEFORE PERFORMING DEWATERING ACTIVITIES.
3. DISCHARGES FROM DEWATERING OPERATIONS SHALL 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 SHALL 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 ENGINEER OF RECORD AND
RECEIVE WRITTEN APPROVAL.
1. PREPARE SOIL BEFORE INSTALLING BLANKETS, INCLUDING ANY NECESSARY APPLICATION OF LIME, FERTILIZER, AND SEED.
2. BEGIN AT THE TOP OF THE SLOPE BY ANCHORING THE BLANKET IN A 6" DEEP X 6" WIDE TRENCH
WITH APPROXIMATELY 12" OF BLANKET EXTENDED BEYOND THE UP-SLOPE PORTION OF THE TRENCH AS SHOWN IN
DETAIL 2. ANCHOR THE BLANKET WITH A ROW OF STAPLES/STAKES APPROXIMATELY 12" APART IN THE BOTTOM OF THE TRENCH.
BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. APPLY SEED TO COMPACTED SOIL AND FOLD REMAINING 12"
PORTION OF BLANKET BACK OVER SEED AND COMPACTED SOIL. SECURE BLANKET OVER COMPACTED SOIL WITH A ROW OF
STAPLES/STAKES SPACED APPROXIMATELY 12" APART ACROSS THE WIDTH OF THE BLANKET.
3. ROLL THE BLANKETS (A.) DOWN OR (B.) HORIZONTALLY ACROSS THE SLOPE. BLANKETS WILL 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 PER MANUFACTURES RECOMMENDATION.
4. THE EDGES OF PARALLEL BLANKETS MUST BE STAPLED WITH MINIMUM 6" OVERLAP. TO ENSURE PROPER SEAM ALIGNMENT,
PLACE THE EDGE OF THE OVERLAPPING BLANKET (BLANKET BEING INSTALLED ON TOP) EVEN WITH THE SEAM STITCH
ON THE PREVIOUSLY INSTALLED BLANKET.
5. CONSECUTIVE BLANKETS SPLICED DOWN THE SLOPE MUST BE PLACED END OVER END (SHINGLE STYLE) WITH AN APPROXIMATE
3" OVERLAP. STAPLE THROUGH OVERLAPPED AREA, APPROXIMATELY 12" APART ACROSS ENTIRE
BLANKET WIDTH.
6. PLACE STAPLES/STAKES PER MANUFACTURER'S RECOMMENDATION FOR THE APPROPRIATE SLOPE BEING APPLIED.
NOTES:
1. IN LOOSE SOIL CONDITIONS, THE USE OF STAPLE OR STAKE LENGTHS GREATER THAN 6" MAY BE NECESSARY TO
PROPERLY SECURE THE BLANKETS.
2. FOLLOW EROSION CONTROL TECHNOLOGY COUNCIL SPECIFICATION FOR PRODUCT SELECTION.
MAINTENANCE NOTES
1. INSPECT ROLLED EROSION CONTROL PRODUCTS AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT (1/2
INCH OR GREATER) RAINFALL EVENT REPAIR IMMEDIATELY.
2. GOOD CONTACT WITH THE GROUND MUST BE MAINTAINED, AND EROSION MUST NOT OCCUR BENEATH THE
RECP.
3. ANY AREAS OF THE RECP THAT ARE DAMAGED OR NOT IN CLOSE CONTACT WITH THE GROUND SHALL BE
REPAIRED AND STAPLED.
4. IF EROSION OCCURS DUE TO POORLY CONTROLLED DRAINAGE, THE PROBLEM SHALL BE FIXED AND THE
ERODED AREA PROTECTED.
5. MONITOR AND REPAIR THE RECP AS NECESSARY UNTIL GROUND COVER IS ESTABLISHED.
E]R®SION CONTIROL BLANKET (SLOPE INSTALLATION)
NOT TO SCALE
]BAFFLES DETAIL
NOT TO SCALE
2
9/
6" C
\/\\\\j.
/ .W.
4"
//\\//\%�\�/�\\/\�• -_III r
� fJ, O
4 -6
4"-6"
1. PREPARE SOIL BEFORE INSTALLING BLANKETS, INCLUDING ANY NECESSARY APPLICATION OF LIME, FERTILIZER, AND SEED.
2. BEGIN AT THE TOP OF THE CHANNEL BY ANCHORING THE BLANKET IN A 6" DEEP X 6" WIDE TRENCH
WITH APPROXIMATELY 12" OF BLANKET EXTENDED BEYOND THE UP-SLOPE PORTION OF THE TRENCH. ANCHOR THE
BLANKET WITH A ROW OF STAPLES/STAKES APPROXIMATELY 12"APART IN THE BOTTOM OF THE TRENCH. BACKFILL
AND COMPACT THE TRENCH AFTER STAPLING. APPLY SEED TO COMPACTED SOIL AND FOLD REMAINING 12"PORTION
OF BLANKET BACK OVER SEED AND COMPACTED SOIL. SECURE BLANKET OVER COMPACTED SOIL WITH A ROW OF STAPLES/STAKES
SPACED APPROXIMATELY 12" APART ACROSS THE WIDTH OF THE BLANKET.
3. ROLL CENTER BLANKET IN DIRECTION OF WATER FLOW IN BOTTOM OF CHANNEL. BLANKETS WILL 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 PER MANUFACTURER'S RECOMMENDATIONS.
4. PLACE CONSECUTIVE BLANKETS END OVER END (SHINGLE STYLE) WITH A 4"-6" OVERLAP. USE A DOUBLE ROW OF
STAPLES STAGGERED 4" APART AND 4" ON CENTER TO SECURE BLANKETS.
5. FULL LENGTH EDGE OF BLANKETS AT TOP OF SIDE SLOPES MUST BE ANCHORED WITH A ROW OF STAPLES/STAKES APPROXIMATELY
12" APART IN A 6" DEEP X 6" WIDE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING.
6. ADJACENT BLANKETS MUST BE OVERLAPPED APPROXIMATELY 4"-6" (DEPENDING ON BLANKET TYPE) AND STAPLED.
TO ENSURE PROPER SEAM ALIGNMENT, PLACE THE EDGE OF THE OVERLAPPING BLANKET (BLANKET BEING INSTALLED ON TOP) EVEN
WITH THE SEAM STITCH ON THE BLANKET BEING OVERLAPPED.
7. IN HIGH FLOW CHANNEL APPLICATIONS, A STAPLE CHECK SLOT IS RECOMMENDED AT 30 TO 40 FOOT (9m -12m) INTERVALS. USE
A DOUBLE ROW OF STAPLES STAGGERED 4" APART AND 4" ON CENTER OVER ENTIRE WIDTH OF THE CHANNEL.
8. THE TERMINAL END OF THE BLANKETS MUST BE ANCHORED WITH A ROW OF STAPLES/STAKES APPROXIMATELY 12" (30cm) APART
IN A 6" DEEP X 6" WIDE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING.
9. PLACE STAPLE/STAKES PER MANUFACTURER'S RECOMMENDATION FOR THE APPROPRIATE CHANNEL FLOW OR SHORELINE
APPLICATION
A NOTE:
B C CRITICAL POINTS 1. HORIZONTAL STAPLE SPACING SHOULD BE ALTERED
A. OVERLAPS AND SEAMS IF NECESSARY TO ALLOW STAPLES TO SECURE THE
CRITICAL POINTS ALONG THE CHANNEL SURFACE.
B. PROJECTED WATER LINE
A C. CHANNEL BOTTOM/SIDE 2. IN LOOSE SOIL CONDITIONS, THE USE OF STAPLE
SLOPE VERTICES OR STAKE LENGTHS GREATER THAN 6" MAY
B C BE NECESSARY TO PROPERLY ANCHOR THE BLANKETS.
3. FOLLOW EROSION CONTROL TECHNOLOGY COUNCIL
SPECIFICATION FOR PRODUCT SELECTION.
EROSION CONTROL LINING (CHANNEL INSTALLATION)
N.T.S
U o
b LL
~ >
z
Hyez z o N w
0 L� 0
w 0
C� uo ZIzO,OJ �w
n. 9. X:0
w5!Qa� om
P,
H J=<aoER
�UaF V) ow
z Wz� o�
Z"!��o
F
�
4/� WO Q a 20
'+ �eF1 EL <<
} Za �o
m>a
I� a�� W� o
� ma"
� >wQ0� 0ww
T-=m�xxSP
� zN
C) 9"
wou
J 0 Z
U)m
V)D_ u)
b®0�5,4 %
0 a
o
4�1 z � O � a
w>-
Q z}
ti C5 wzagz>-
rm zggYYcun,o- o0
��4 W-
< ui 0 >- >-
aw0>->-< ow
-
�W c�n�uu)i��
W 4 D-w0wwwx aw
�m 5zmzZZD-
ow
eon � o m
T
z cc
�in
REVISIONS
NOTES:
DATE
1. CONCRETE WASTE MANAGEMENT PERTAINS TO WASTE FROM CONCRETE
BY
READY -MIX TRUCKS, MASONRY OPERATIONS, AND SIMILAR WASTE.
6/15/16
2. CONCRETE MATERIALS ONSITE, INCLUDING EXCESS CONCRETE, SHALL BE
SCREEN ACCESSIBLE
CONTROLLED AND MANAGED TO AVOID CONTACT WITH SURFACE WATERS,
THROUGH DOOR
WETLANDS OR BUFFERS. NO CONCRETE OR CEMENT SLURRY SHALL BE
DISCHARGED FROM THE SITE. ANY HARDENED CONCRETE RESIDUE WILL BE
DISPOSED OF, OR RECYCLED ON SITE, IN ACCORDANCE WITH LOCAL AND STATE
SOLID WASTE REGULATIONS.
3. 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 SHALL BE PROTECTED FROM VEHICLE TRAFFIC
AND CLEARLY IDENTIFIED BY LEGIBLE SIGNAGE, AND SHALL 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 SHALL BE CLEANED OR EXCHANGED WHEN
THE REMAINING VOLUME IS REDUCED BY 85% TO PREVENT ANY POTENTIAL
OVERFLOW IN A STORM EVENT.
4. ALTERNATIVELY, WASTE CONCRETE CAN BE PLACED INTO FORMS TO MAKE RIP
FLOAT
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
RETRIEVAL ROPE
REGULATIONS ARE FOLLOWED. THE LOCATION OF CONCRETE WASHOUT
CONTAINERS SHALL BE SHOWN ON THE SITE MAPS.
NOTES:
1. SKIMMER IS TO BE A SURFACE DEWATERING DEVICE
SUCH AS BMP SKIMMER OR APPROVED DEVICE.
2. SKIMMER SHOULD RISE TO LEVEL OF WEIR HEIGHT IN
TEMPORARY BASIN OR TO RISER INLET.
3. ROPE ATTACHED TO SKIMMER TO HELP KEEP CLEAN.
GRATEDINLET
CEMENT AND CONCILRJETE. WASHOUT
BLOCKS
IRAFI 140 N GEOTEXTILE FABRIC
FINISHED GRADE J
AGGREGATE
NCDENR MAINTENANCE NOTE:
SKIMMER SEDIMENT BASIN -
INSPECT SKIMMER SEDIMENT
BASINS AT LEAST WEEKLY AND
AFTER EACH SIGNIFICANT (1/2
INCH OR GREATER) RAINFALL
EVENT AND REPAIR IMMEDIATELY.
REMOVE SEDIMENT, AND
RESTORE THE BASIN TO ITS
ORIGINAL DIMENSIONS WHEN THE
SEDIMENT HAS ACCUMULATED TO
ONE-HALF THE DESIGN DEPTH.
PLACE THE SEDIMENT THAT IS
REMOVED IN THE DESIGNATED
DISPOSAL AREA. CHECK THE
EMBANKMENT, SPILLWAY, OUTLET
FOR EROSION DAMAGE, AND
INSPECT THE EMBANKMENT FOR
PIPING AND SETTLEMENT. MAKE
ALL NECESSARY REPAIRS
IMMEDIATELY. REMOVAL ALL
TRASH AND OTHER DEBRIS FROM
THE RISER (IF APPLICABLE) AND
POOL AREA.
NOTES:
1. SEED AND PLACE MATTING
FOR EROSION CONTROL ON
INTERIOR AND EXTERIOR
SIDE SLOPES.
2. INSTALL A MINIMUM OF 3 COIR
FIBER BAFFLES IN
ACCORDANCE WITH
PRACTICE STANDARD 6.65.
3. INSTALL SKIMMER AND
COUPLING TO RISER
STRUCTURE.
4. THE ARM PIPE SHALL HAVE A
MINIMUM LENGTH OF 6 FT.
BETWEEN THE SKIMMER AND
COUPLING.
1IAIAITAIAI CT/ll�l/ r]II C CI I�CA/'�C
MIRAFI 140 N GEOTEXTILE
FABRIC
CONCRETE BLOCKS
♦ FILTERED
WATER
GRATEDINLET
NOTES: PLAN SECTION
1. PLACE CONCRETE BLOCKS IN A SINGLE ROW AROUND PERIMETER OF INLET ON THEIR SIDES, WITH ENDS OF ADJACENT BLOCKS ABUTTING.
2. HEIGHT OF BARRIER VARIES. USE STACKS OF 4", 8", OR 12" BLOCKS. MIN. HEIGHT OF BARRIER SHALL BE 12" AND 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 THE WATER AND ALLOW IT TO FILTER THROUGH
AND OVER THE MATERIAL BEFORE ENTERING THE INLET.
MAINTENANCE NOTES:
1. INLET PROTECTION DEVICES MUST BE INSPECTED FOR SEDIMENT ACCUMULATION WITHIN THE CATCH BASIN (IF USING INSERT -TYPE DEVICE) OR
UPGRADIENT OF THE INLET.
Z 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.
NCDENR MAINTENANCE NOTE:
TEMPORARY BLOCK AND GRAVEL DROP INLET PROTECTION - INSPECT THE BARRIER AT LEAST WEEKLY AND AFTER EACH
SIGNIFICANT (112 INCH OR GREATER) RAINFALL AND MAKE REPAIRS AS NEEDED. REMOVE SEDIMENT AS NECESSARY TO
PROVIDE ADEQUATE STORAGE VOLUME FOR SUBSEQUENT RAINS. WHEN THE CONTRIBUTING DRAINAGE AREA HAS BEEN
ADEQUATELY STABILIZED, REMOVE ALL MATERIALS AND ANY UNSTABLE SOIL, AND EITHER SALVAGE OR DISPOSE OF IT
PROPERLY. BRING THE DISTURBED AREA TO PROPER GRADE, THEN SMOOTH AND COMPACT IT. APPROPRIATELY STABILIZE
ALL BARE AREAS AROUND THE INLET.
]BLOCK AND AGG]E�EGATE INLET PIROTECTION
NOT TO SCALE
AKUUINU F'tKIMtILM Ur
STOCKPILE (SEE DETAIL
ON THIS SHEET)
TEMPORARY
STOCKPILE DETAIL
PLAN VIEW
FENCE AND FABRIC
BURIED IN TRENCH
6"X6" TRENCH,
BACKFILLED AND
COMPACTED
_STEEL POST
I t
2'
I
SECTION VIEW AT OPENING
NOTES:
1. BAFFLE MATERIAL SHOULD BE SECURED AT THE BOTTOM AND SIDES
USING STAPLES OR BY TRENCHING AS FOR SILT FENCE.
2. MOST OF THE SEDIMENT WILL ACCUMULATE IN THE I ST BAY,
WHICH SHOULD BE READILY ACCESSIBLE FOR MAINTENANCE.
3. PROVIDE 3 BAFFLES (USE TWO IF LESS THAN 20 FEET IN LENGTH). PROVIDE
5 BAFFLES FOR DRAINAGE AREAS GREATER THAN 10 ACRES.
4. BAFFLE SHALL BE 700 G/M2 COIR EROSION BLANKET.
,ONE 5. TOPS OF BAFFLES SHOULD BE 2 INCHES LOWER THAN THE TOP OF THE BERMS
6. INSPECT BAFFLES FOR REPAIR ONCE A WEEK AND AFTER EACH RAINFALL
SUPPORT ROPE
TO WIRE TO
PREVENT SAGGING
NCDENR MAINTENANCE NOTE:
BAFFLES - INSPECT BAFFLES AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL. MAKE ANY REQUIRED REPAIRS
IMMEDIATELY. BE SURE TO MAINTAIN ACCESS TO THE BAFFLES. SHOULD THE FABRIC OF A BAFFLE COLLAPSE, TEAR,
DECOMPOSE, OR BECOME INEFFECTIVE, REPLACE IT PROMPTLY. REMOVE SEDIMENT DEPOSITS WHEN IT REACHES
HALF FULL, TO PROVIDE ADEQUATE STORAGE VOLUME FOR THE NEXT RAIN AND TO REDUCE PRESSURE ON THE
BAFFLES. TAKE CARE TO AVOID DAMAGING THE BAFFLES DURING CLEANOUT, AND REPLACE IF DAMAGED DURING
CLEANOUT OPERATIONS. SEDIMENT DEPTH SHOULD NEVER EXCEED HALF THE DESIGNED STORAGE DEPTH. AFTER
THE CONTRIBUTING DRAINAGE AREA HAS BEEN PROPERLY STABILIZED, REMOVE ALL BAFFLE MATERIALS AND
UNSTABLE SEDIMENT DEPOSITS, BRING THE AREA TO GRADE, AND STABILIZE IT.
CROSS SECTION
SUPPORT POST
24" INTRO BOTTOM
OR SIDE
COIR MESH OR SIMILAR, STAPLED OR
TRENCHED INTO BOTTOM OR SIDE
STAKE TO
SUPPORT WI
NOTES:
1. VERIFY WITH ENGINEER OF RECORD WHICH DISCHARGES FROM DEWATERING ACTIVITIES ARE ALLOWED OR ARE NOT ALLOWED NON-STORMWATER DISCHARGES UNDER THE GENERAL PERMIT AND OTHER
REGULATIONS. CONTRACTOR SHALL OBTAIN ALL DEWATERING PERMITS AND AUTHORIZATIONS REQUIRED BY STATE AND LOCAL REGULATIONS. SEE THE REQUIRED DEWATERING PERMITS AND
AUTHORIZATIONS TABLE BELOW. GC SHALL COMPLETE COLUMNS 3 AND 4.
2. GC SHALL WAIT TO HAVE WRITTEN COPY OF ALL REQUIRED DEWATERING PERMITS AND AUTHORIZATIONS BEFORE PERFORMING DEWATERING ACTIVITIES.
3. DISCHARGES FROM DEWATERING OPERATIONS SHALL 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 SHALL 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 ENGINEER OF RECORD AND
RECEIVE WRITTEN APPROVAL.
1. PREPARE SOIL BEFORE INSTALLING BLANKETS, INCLUDING ANY NECESSARY APPLICATION OF LIME, FERTILIZER, AND SEED.
2. BEGIN AT THE TOP OF THE SLOPE BY ANCHORING THE BLANKET IN A 6" DEEP X 6" WIDE TRENCH
WITH APPROXIMATELY 12" OF BLANKET EXTENDED BEYOND THE UP-SLOPE PORTION OF THE TRENCH AS SHOWN IN
DETAIL 2. ANCHOR THE BLANKET WITH A ROW OF STAPLES/STAKES APPROXIMATELY 12" APART IN THE BOTTOM OF THE TRENCH.
BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. APPLY SEED TO COMPACTED SOIL AND FOLD REMAINING 12"
PORTION OF BLANKET BACK OVER SEED AND COMPACTED SOIL. SECURE BLANKET OVER COMPACTED SOIL WITH A ROW OF
STAPLES/STAKES SPACED APPROXIMATELY 12" APART ACROSS THE WIDTH OF THE BLANKET.
3. ROLL THE BLANKETS (A.) DOWN OR (B.) HORIZONTALLY ACROSS THE SLOPE. BLANKETS WILL 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 PER MANUFACTURES RECOMMENDATION.
4. THE EDGES OF PARALLEL BLANKETS MUST BE STAPLED WITH MINIMUM 6" OVERLAP. TO ENSURE PROPER SEAM ALIGNMENT,
PLACE THE EDGE OF THE OVERLAPPING BLANKET (BLANKET BEING INSTALLED ON TOP) EVEN WITH THE SEAM STITCH
ON THE PREVIOUSLY INSTALLED BLANKET.
5. CONSECUTIVE BLANKETS SPLICED DOWN THE SLOPE MUST BE PLACED END OVER END (SHINGLE STYLE) WITH AN APPROXIMATE
3" OVERLAP. STAPLE THROUGH OVERLAPPED AREA, APPROXIMATELY 12" APART ACROSS ENTIRE
BLANKET WIDTH.
6. PLACE STAPLES/STAKES PER MANUFACTURER'S RECOMMENDATION FOR THE APPROPRIATE SLOPE BEING APPLIED.
NOTES:
1. IN LOOSE SOIL CONDITIONS, THE USE OF STAPLE OR STAKE LENGTHS GREATER THAN 6" MAY BE NECESSARY TO
PROPERLY SECURE THE BLANKETS.
2. FOLLOW EROSION CONTROL TECHNOLOGY COUNCIL SPECIFICATION FOR PRODUCT SELECTION.
MAINTENANCE NOTES
1. INSPECT ROLLED EROSION CONTROL PRODUCTS AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT (1/2
INCH OR GREATER) RAINFALL EVENT REPAIR IMMEDIATELY.
2. GOOD CONTACT WITH THE GROUND MUST BE MAINTAINED, AND EROSION MUST NOT OCCUR BENEATH THE
RECP.
3. ANY AREAS OF THE RECP THAT ARE DAMAGED OR NOT IN CLOSE CONTACT WITH THE GROUND SHALL BE
REPAIRED AND STAPLED.
4. IF EROSION OCCURS DUE TO POORLY CONTROLLED DRAINAGE, THE PROBLEM SHALL BE FIXED AND THE
ERODED AREA PROTECTED.
5. MONITOR AND REPAIR THE RECP AS NECESSARY UNTIL GROUND COVER IS ESTABLISHED.
E]R®SION CONTIROL BLANKET (SLOPE INSTALLATION)
NOT TO SCALE
]BAFFLES DETAIL
NOT TO SCALE
2
9/
6" C
\/\\\\j.
/ .W.
4"
//\\//\%�\�/�\\/\�• -_III r
� fJ, O
4 -6
4"-6"
1. PREPARE SOIL BEFORE INSTALLING BLANKETS, INCLUDING ANY NECESSARY APPLICATION OF LIME, FERTILIZER, AND SEED.
2. BEGIN AT THE TOP OF THE CHANNEL BY ANCHORING THE BLANKET IN A 6" DEEP X 6" WIDE TRENCH
WITH APPROXIMATELY 12" OF BLANKET EXTENDED BEYOND THE UP-SLOPE PORTION OF THE TRENCH. ANCHOR THE
BLANKET WITH A ROW OF STAPLES/STAKES APPROXIMATELY 12"APART IN THE BOTTOM OF THE TRENCH. BACKFILL
AND COMPACT THE TRENCH AFTER STAPLING. APPLY SEED TO COMPACTED SOIL AND FOLD REMAINING 12"PORTION
OF BLANKET BACK OVER SEED AND COMPACTED SOIL. SECURE BLANKET OVER COMPACTED SOIL WITH A ROW OF STAPLES/STAKES
SPACED APPROXIMATELY 12" APART ACROSS THE WIDTH OF THE BLANKET.
3. ROLL CENTER BLANKET IN DIRECTION OF WATER FLOW IN BOTTOM OF CHANNEL. BLANKETS WILL 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 PER MANUFACTURER'S RECOMMENDATIONS.
4. PLACE CONSECUTIVE BLANKETS END OVER END (SHINGLE STYLE) WITH A 4"-6" OVERLAP. USE A DOUBLE ROW OF
STAPLES STAGGERED 4" APART AND 4" ON CENTER TO SECURE BLANKETS.
5. FULL LENGTH EDGE OF BLANKETS AT TOP OF SIDE SLOPES MUST BE ANCHORED WITH A ROW OF STAPLES/STAKES APPROXIMATELY
12" APART IN A 6" DEEP X 6" WIDE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING.
6. ADJACENT BLANKETS MUST BE OVERLAPPED APPROXIMATELY 4"-6" (DEPENDING ON BLANKET TYPE) AND STAPLED.
TO ENSURE PROPER SEAM ALIGNMENT, PLACE THE EDGE OF THE OVERLAPPING BLANKET (BLANKET BEING INSTALLED ON TOP) EVEN
WITH THE SEAM STITCH ON THE BLANKET BEING OVERLAPPED.
7. IN HIGH FLOW CHANNEL APPLICATIONS, A STAPLE CHECK SLOT IS RECOMMENDED AT 30 TO 40 FOOT (9m -12m) INTERVALS. USE
A DOUBLE ROW OF STAPLES STAGGERED 4" APART AND 4" ON CENTER OVER ENTIRE WIDTH OF THE CHANNEL.
8. THE TERMINAL END OF THE BLANKETS MUST BE ANCHORED WITH A ROW OF STAPLES/STAKES APPROXIMATELY 12" (30cm) APART
IN A 6" DEEP X 6" WIDE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING.
9. PLACE STAPLE/STAKES PER MANUFACTURER'S RECOMMENDATION FOR THE APPROPRIATE CHANNEL FLOW OR SHORELINE
APPLICATION
A NOTE:
B C CRITICAL POINTS 1. HORIZONTAL STAPLE SPACING SHOULD BE ALTERED
A. OVERLAPS AND SEAMS IF NECESSARY TO ALLOW STAPLES TO SECURE THE
CRITICAL POINTS ALONG THE CHANNEL SURFACE.
B. PROJECTED WATER LINE
A C. CHANNEL BOTTOM/SIDE 2. IN LOOSE SOIL CONDITIONS, THE USE OF STAPLE
SLOPE VERTICES OR STAKE LENGTHS GREATER THAN 6" MAY
B C BE NECESSARY TO PROPERLY ANCHOR THE BLANKETS.
3. FOLLOW EROSION CONTROL TECHNOLOGY COUNCIL
SPECIFICATION FOR PRODUCT SELECTION.
EROSION CONTROL LINING (CHANNEL INSTALLATION)
N.T.S
U o
b LL
~ >
z
Hyez z o N w
0 L� 0
w 0
C� uo ZIzO,OJ �w
n. 9. X:0
w5!Qa� om
P,
H J=<aoER
�UaF V) ow
z Wz� o�
Z"!��o
F
�
4/� WO Q a 20
'+ �eF1 EL <<
} Za �o
m>a
I� a�� W� o
� ma"
� >wQ0� 0ww
T-=m�xxSP
� zN
C) 9"
wou
J 0 Z
U)m
V)D_ u)
b®0�5,4 %
0 a
o
4�1 z � O � a
w>-
Q z}
ti C5 wzagz>-
rm zggYYcun,o- o0
��4 W-
< ui 0 >- >-
aw0>->-< ow
-
�W c�n�uu)i��
W 4 D-w0wwwx aw
�m 5zmzZZD-
ow
eon � o m
T
z cc
�in
REVISIONS
REV
DATE
COMMENT
BY
1
6/15/16
LIDL PLAYBOOK REV.
PMA
k.
KNOW WHAT'S BELOW
ALWAYS CALL 811
BEFORE YOU DIG
It's fast. It's free. It's the law.
NOT APPROVED FOR
CONSTRUCTION
PROJECT No.: NCR151000
DRAWN BY: PMA
CHECKED BY: MAR
DATE: 10/19/15
SCALE: N/A
CAD I. D.: SD1
PROJECT:
]RI®C INGHAM
G]RROCERY
FOR
LIDL US
OPE]RATIONS➢
LLC
T,OC TION OF SITE,
705 U.S. 74 BUSINESS
RICHMOND COUNTY
ROCKINGHAM, NC 28379
0 00 �.�
IENGHNIEIERING NC, IF LLC
NCBELS P-1132
4011 WESTCHASE BLVD., SUITE 290
RALEIGH, NC 27607
Phone: [phone]
Fax: [phone]
[e-mail]
l�
Sio
4016
R- o�NGINE
2016.06.24
��1111111111
SHEET TITLE:
]E]RNOSION &
SEDIMENT
CONT]RNOL
DETAILS I
SHEET NUMBER:
D-2,0

PERMANENT OR
TEMPORARY STABILIZATION
COMPACTED
SOIL-\
-W
IIA 111. I. A l ,
MANX. 3
FLOW LINE LINED TO
PREVENT EROSION
NOTES
12" MIN. FREEBOARD
DESIGN FLOW DEPTH
OVERLAND FLOW
FLOW LINE LINED TO 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.
DIVERSION DITCHES AND BERMS
©
X] [E]
2"-5"
DIVERSION NAME
AND SEGMENT
LENGTH
(FT.)
LONGITUDINAL
SLOPE
DESIGN FLOW
DEPTH (IN.)
EROSION PROTECTION TYPE (I.E.,
MATTING, BLANKET, ETC.)
DD 1
225
4.20%
± 3.0"
NAG S75, STAPLE PATTERN D
DD 2
450
1.55%
± 3.0"
NAG S75, STAPLE PATTERN D
2rl_�rr
(5-12
0.7 Staples per SQ.YD.
2"-5" 2"-5"
5-12.5cm) (5-12.5c0-1
m)
3'
(0.9m)
6'
0.8m)
3.
�.Y161 (l )
(0.5m) _
3.3'
(lm)
0
1.15 Staples per SQ.YD.
_ 2"-5"
(5-12.5cm)
1.7 Staples per SQ.YD.
3.4 Staples per SQ.YD.
3.75 Staples per SQ.YD.
NORTH Disclaimer:
AMERICAN The information presented herein is general design information only. For specific applications,
GREEN® consult an independent professional for further design guidance.
5401 St. Wendel - Cynthiana Rd. PH: 800-772-2040
Poseyville, IN 47633 www.tensarnagreen.com Drawn on: 3-16-11
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 OUTLETS, 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.
NOT TO SCALE
H:\2015\NCR151000\DRAWINGS\PUN SEfS\NCR151000SD1.DWG PRINTED BY: PASCHE 6.24.16 ®3:40 PM VST SAVED BY: PASCHE
DIVERSION DIKE
NOT TO SCALE
D
WATER FLOW
TOP OF BANK
\ LOW LINE
\� \
STAPLE
PATTERN GUIDE
0
©
X] [E]
2"-5"
2"-5"
2"-5" 2"-5"
(5-12.5cm)
(5-12.5cm)
(5-12.5cm) (5-12.5c1
Medium/High Flow Channel (D)
2'
2' 2' 10"
41
(0.6m) 41
(0.6m) 4' (0.6m) (25cm)
CHECK DAMS IN CHANNEL1B
6" MIN.
O O O O
:jH
3.50%
MIRAFI 140 N GEOTEXTILE FABRIC MIRAFI 140 N GEOTEXTILE FABRIC
� i:
RIP
20"(0.5m) 20"(0.5m)
20
1AIII(0.5m)
O O
400
3.3'
3.3' 10"(25cm)
ii
(�)
O O (1�) O Q O
(90)
3.3'
Permittivity B
O O O 0 O(tm)O
1.7 Staples per SQ.YD.
3.4 Staples per SQ.YD.
3.75 Staples per SQ.YD.
NORTH Disclaimer:
AMERICAN The information presented herein is general design information only. For specific applications,
GREEN® consult an independent professional for further design guidance.
5401 St. Wendel - Cynthiana Rd. PH: 800-772-2040
Poseyville, IN 47633 www.tensarnagreen.com Drawn on: 3-16-11
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 OUTLETS, 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.
NOT TO SCALE
H:\2015\NCR151000\DRAWINGS\PUN SEfS\NCR151000SD1.DWG PRINTED BY: PASCHE 6.24.16 ®3:40 PM VST SAVED BY: PASCHE
DIVERSION DIKE
NOT TO SCALE
D
WATER FLOW
TOP OF BANK
\ LOW LINE
\� \
STAPLE
PATTERN GUIDE
0
4:1 Slopes (A)
0
3:1 Slopes (B)
0
2:1 Slopes (C)
O
1:1 & Steeper Slopes (D)
O
Medium/High Flow Channel (D)
O
High Flow Channel And
A
Shoreline (E)
NOTES:
' Use ECMDS® for more accurate
staple pattern selection.
THE ELEVATION OF THE BOTTOM OF THE
Test Method Units Silt Fence Silt Fence Value
UPSTREAM CHECK DAM SHOULD BE
COMMENT
EQUAL TO THE ELEVATION OF THE TOP
CHECK DAM NAME
(REFERENCE DIVERSION
NAME)
OF THE SUCCEEDING DOWNSTREAM
CHECK DAM
SPACING (FT.)
BERM.
MAXIMUM
CHANNEL
SLOPE
CHECK DAMS IN SWALE
6"
A
B
0.55%
CHECK DAMS IN CHANNEL1B
6" MIN.
6" MIN.
:jH
3.50%
CHECK DAMS IN CHANNEL1C
MIRAFI 140 N GEOTEXTILE FABRIC MIRAFI 140 N GEOTEXTILE FABRIC
� i:
RIP
Drawing Not To Scale
6" D50
A B
2 ACRES OR LESS OF DRAINAGE AREA 2-10 ACRES OF DRAINAGE AREA
(DOWNSTREAM VIEW) (DOWNSTREAM VIEW)
TOP OF BANK TOP OF BANK
6" MIN. 6" MIN,
2"-3" 2"-3„
CLEAN STONE CLEAN STONE
2or3 2or3
DIRECTION 1 1 H DIRECTION 1 1 H
OF FLOW OF FLOW
ELEVATION A ELEVATION B RIP -RAP
NOTE: SEE SITE MAP(S) FOR LOCATION OF CHECK DAM(S). 6" D50
CHECK DAMS
Test Method Units Silt Fence Silt Fence Value
Grab Strength
COMMENT
ASTM D 4632
CHECK DAM NAME
(REFERENCE DIVERSION
NAME)
CHECK DAM
HEIGHT (IN.)
CHECK DAM
SPACING (FT.)
AVERAGE
CHANNEL
SLOPE
MAXIMUM
CHANNEL
SLOPE
CHECK DAMS IN CHANNELIA
6"
50'
2.00%
0.55%
CHECK DAMS IN CHANNEL1B
6"
67'
1.50%
3.50%
CHECK DAMS IN CHANNEL1C
6"
30'
3.25%
7.50%
MAINTENANCE NOTES:
1. INSPECT CHECK DAMS AND CHANNELS AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT (1/2 INCH OR GREATER) RAINFALL EVENT AND
REPAIR IMMEDIATELY. CLEAN OUT SEDIMENT, STRAW, LIMBS, OR OTHER DEBRIS THAT COULD CLOG THE CHANNEL WHEN NEEDED.
2. ANTICIPATE SUBMERGENCE AND DEPOSITION ABOVE THE CHECK DAM AND EROSION FROM HIGH FLOWS AROUND THE EDGES OF THE DAM.
CORRECT DAMAGE IMMEDIATELY. IF SIGNIFICANT EROSION OCCURS BETWEEN DAMS, ADDITIONAL MEASURES CAN BE TAKEN SUCH AS,
INSTALLING A PROTECTIVE RIPRAP LINER IN THAT PORTION OF THE CHANNEL (PRACTICE 6.31, RIPRAP-LINE AND PAVED CHANNELS)
3. REMOVE SEDIMENT ACCUMULATED BEHIND THE DAMS AS NEEDED TO PREVENT DAMAGE TO CHANNEL VEGETATION, ALLOW THE CHANNEL
TO DRAIN THROUGH THE STONE CHECK DAM, AND PREVENT LARGE FLOWS FROM CARRYING SEDIMENT OVER THE DA. ADD STONES TO
DAMS AS NEEDED TO MAINTAIN DESIGN HEIGHT AND CROSS SECTION.
ROCK CHECK DAA M
NOT TO SCALE
MAINTENANCE: CLEAN OUT AT 50% CAPACITY
LIFE OF FENCING: 6-9 MONTHS
TOP OF SIL
MUST BE Al
ABOVETHE
THE WASHE
STEEL FENCE POST
WIRE FENCE
HARDWARE CLOTH
FILTER OF #57
WASHED STONE
BURY WIRE FENCE AND HARDWARE CLOTH
MIN. 10 GA.
LINE WIRE:
NOTES
8"
MIN
0
N
STEEL POST
-WOVEN WIRE FABRIC
FILL SLOPE
GRADE
M4„
MIN SILT FENCE GEOTEXTILE FABRIC
SIDE VIEW
8' MAX.
VARIABLE AS DIRECTED BY THE ENGINEER
PLASTIC OR
/ WIRE TIES
1. FLOW SHALL NOT RUN PARALLEL WITH THE FENCE.
2. END OF SILT FENCE NEEDS TO BE TURNED UPHILL.
3. SEE N.C. STATE DENR PRACTICE STANDARDS & SPECIFICATIONS
SEDIMENT FENCE SET FOR CONDITIONS WHERE PRACTICE APPLIES;
PLANNING CONSIDERATIONS & DESIGN CRITERIA.
0N. 12-1/2 GA.
NTERMEDIATE
NIRES
GRADE
NCDENR MAINTENANCE NOTE:
SEDIMENT FENCE- INSPECT SEDIMENT FENCES AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL. MAKE ANY REQUIRED REPAIRS
IMMEDIATELY. SHOULD THE FABRIC OF THE SEDIMENT FENCE COLLAPSE, TEAR, DECOMPOSE OR BECOME INEFFECTIVE, REPLACE IT
PROMPTLY. REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE ADEQUATE STORAGE VOLUME FOR THE NEXT RAIN AND TO REDUCE
PRESSURE ON THE FENCE. TAKE CARE TO AVOID UNDERMINING THE FENCE DURING CLEANOUT. REMOVE ALL FENCING MATERIALS AND
UNSTABLE SEDIMENT DEPOSITS AND BRING THE AREA TO GRADE AND STABILIZE IT AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN
PROPERLY STABILIZED.
TABLE 1 Temoorary Silt Fence Material ProDertv Reauirements
Supported,4 UnsupporteclA Type of
Test Method Units Silt Fence Silt Fence Value
Grab Strength
COMMENT
ASTM D 4632
N (lbs)
IIII.■■■■■■■■■■■■■IIIII
.�.�..i0i
II►��������►f*1``
II
LIDL PLAYBOOK REV.
iri
Machine Direction
1I
16044104
mri-w/ungar-4%,
����������...1�11INS
WiOWi,50i07�'1l
ISO,
11,002
Sol
11
60111
I
(90)
(90)
X -Machine Direction
400
450
MARV
ii
rw III
III -
(90)
(90)
Permittivity B
ASTM D 4491
sec -1
0.05
0.05
MARV
Apparent Opening Size B
ASTM D 4751
III
EN
MIN
018
11
I I
(30)
(30)
I
%
f
1. FLOW SHALL NOT RUN PARALLEL WITH THE FENCE.
2. END OF SILT FENCE NEEDS TO BE TURNED UPHILL.
3. SEE N.C. STATE DENR PRACTICE STANDARDS & SPECIFICATIONS
SEDIMENT FENCE SET FOR CONDITIONS WHERE PRACTICE APPLIES;
PLANNING CONSIDERATIONS & DESIGN CRITERIA.
0N. 12-1/2 GA.
NTERMEDIATE
NIRES
GRADE
NCDENR MAINTENANCE NOTE:
SEDIMENT FENCE- INSPECT SEDIMENT FENCES AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL. MAKE ANY REQUIRED REPAIRS
IMMEDIATELY. SHOULD THE FABRIC OF THE SEDIMENT FENCE COLLAPSE, TEAR, DECOMPOSE OR BECOME INEFFECTIVE, REPLACE IT
PROMPTLY. REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE ADEQUATE STORAGE VOLUME FOR THE NEXT RAIN AND TO REDUCE
PRESSURE ON THE FENCE. TAKE CARE TO AVOID UNDERMINING THE FENCE DURING CLEANOUT. REMOVE ALL FENCING MATERIALS AND
UNSTABLE SEDIMENT DEPOSITS AND BRING THE AREA TO GRADE AND STABILIZE IT AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN
PROPERLY STABILIZED.
TABLE 1 Temoorary Silt Fence Material ProDertv Reauirements
Supported,4 UnsupporteclA Type of
Test Method Units Silt Fence Silt Fence Value
Grab Strength
COMMENT
ASTM D 4632
N (lbs)
6/15/16
LIDL PLAYBOOK REV.
PMA
Machine Direction
400
550
MARV
(90)
(90)
X -Machine Direction
400
450
MARV
(90)
(90)
Permittivity B
ASTM D 4491
sec -1
0.05
0.05
MARV
Apparent Opening Size B
ASTM D 4751
mm
0.60
0.60
Max. ARV C
(US Sieve #)
(30)
(30)
%
70% after
70% after
Typical
Ultraviolet Stability
ASTM D 4355
Retained
500 h of
500 In of
Strength
exposure
exposure
A Silt fence support shall consist of 14 gage steel wire with a mesh spacing of 150 mm (6 in.) or prefabricated polymer mesh of equivalent strength.
B These default values are based on empirical evidence with a variety of sediments. For environmentally sensitive areas, a review of previous experience
and/or site or regionally specific geotextile tests in accordance with Test Method D 5141 should be performed by the agency to confirm suitability of these
requirements.
C As measured in accordance with Test Method D 4632.
TABLE 1 TAKEN FROM ASTM D 6461-99 (2007)
SILT FENCE DETAIL
4' MIN. - SILT FENCE
AND HARDWARE
u CLOTH IN TRENCH
STEEL FENCE POST
\ SET MAX 2' APART
MIN. 18" INTO SOLID
GROUND
T FILTER FABRIC
ON GROUND
BURY 8" OF UPPER EDGE OF
FILTER FABRIC IN TRENCH
SECTION VIEW
NOTES:
1. REMOVE SEDIMENT WHEN HALF OF STONE OUTLET IS COVERED.
2. REPLACE STONE AS NEEDED TO ENSURE DEWATERING.
SILT FENCE OUTLET
NOT TO SCALE
z0 o �w
1 O �z
!�1 G v ui w = z
= O Q LL _j w
�. P��H JxHQO a�
I- U) 00
v/ Up ♦���♦ wa
ZLLJ
W ¢0 as
� ao x }z¢ �o
U
W�uj
� W co > of
W �cjP4 ¢U)x�ZZ> oS
>wOOwwQ
0 W N
2m�xx� z
LD
ZU W O W< O O W
I.I Q _j(nW000)ZU
Th �� ♦�����♦ rw
�
z ~
O 0 ¢
} d a
r� wQQ�Z}= ��
Z g Y Y LU 6-
o 0
C_� WOf _j wz
I-Zz00 W W �a
b ¢ W O> Y�< o w
W,4 xo-WOW W Wx <w
Zco
ow
Qu�2 T
REVISIONS
REV
DATE
COMMENT
BY
1
6/15/16
LIDL PLAYBOOK REV.
PMA
KNOW WHAT'S BELOW
ALWAYS CALL 811
BEFORE YOU DIG
It's fast. It's free. It's the law.
NOT APPROVED FOR
CONSTRUCTION
PROJECT No.: NCR151000
DRAWN BY: PMA
CHECKED BY: MAR
DATE: 10/19/15
SCALE: N/A
CAD 1. D.: SD1
PROJECT:
ROCKINGHAM
GROCERY
FOR
LID °US
XX JL ®NS
®PE ➢
LLC
L.00.ATION OF SITE
705 U.S. 74 BUSINESS
RICHMOND COUNTY
ROCKINGHAM, NC 28379
4011 WESTCHASE BLVD., SUITE 290
RALEIGH, NC 27607
Phone: [phone]
Fax: [phone]
[e-mail]
Cti10,,;
�oFEss/0/� 0
40
F'VG INE'�-�
2016.06.24
SHEET TITLE::
SFdDI M PA_.4NT
CONTIRN0L
DIETAILS 2
SHEET NUMBER:
D-21

NCDENR EROSION AND SEDIMENT CONTROL NOTES
1. ON-SITE BURIAL PITS ARE NOT ALLOWED AT ANY LOCATION WITHIN THE CITY OF ROCKINGHAM.
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 14 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 BARROW LOCATION AND/OR WASTE BURIAL LOCATION TO THE EROSION CONTROL
INSPECTOR.
10. ANY REPORT SUBMITTED TO NCDENR MUST ALSO BE SENT TO THE CITY OF ROCKINGHAM ENGINEERING
DEPARTMENT ATTENTION DIRECTOR INCLUDING ANY SELF INSPECTION REPORTS.
11. LIMITS OF CLEARING SHOWN ARE BASED ON CUT AND FILL SLOPES OR OTHER GRADING REQUIREMENTS.
12. CONTRACTOR SHALL INSTALL ALL EROSION CONTROL MEASURES AS INDICATED PRIOR TO GRADING
OPERATIONS. NO DEVICE MAY BE REMOVED WITHOUT APPROVAL OF EROSION CONTROL COORDINATOR.
13. CONTRACTOR SHALL BLEND NEW EARTHWORK SMOOTHLY WITH EXISTING CONTOURS.
14. ALL DISTANCES ARE HORIZONTAL GROUND.
15. TOTAL DENUDED AREA = 4.67 AC
16. ANCHOR SILT FENCE WITH COMPACTED BACKFILL ON TREE PROTECTION ZONES. DO NOT BURY.
17. 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.
18. ANY ASSOCIATED DEMOLITION PERMITS AND METHODS OF DEMOLITION ARE TO BE OBTAINED AND ARRANGED
BY THE CONTRACTOR PRIOR TO CONSTRUCTION.
19. SEDIMENT TRAPS AND BASINS NEED TO BE STABILIZED IMMEDIATELY AFTER INSTALLATION.
20. STONE OUTLETS SHOULD BE INSTALLED AT LOW POINTS OF THE SILT FENCING, BASED ON FIELD CONDITIONS.
21. 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 -INSPECTION 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
[phone].
�II%VAFi��l ®�1 af][0hMP V41 1011
MANAGEMENT GEMENT & SPILL REPORTING
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 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 VIA 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. THE SPILL SHALL BE REPORTED TO THE APPROPRIATE AGENCIES IN THE REQUIRED TIME
FRAMES. AS REQUIRED UNDER THE PROVISIONS OF 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 IMMEDIATELY UPON IDENTIFICATION OF ANY
SPILL.
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 THE CITY OF ROCKINGHAM.
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 WATER, OR
IS 100 FEET OR LESS FROM SURFACE WATER BODY,
THEN THE PERSON OWNING OR HAVING CONTROL OVER THE OIL MUST IMMEDIATELY TAKE MEASURE 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.
IF THE PETROLEUM RELEASED OR SPILLED:
IS LESS THAN 25 GALLONS OR MORE,
DOES NOT CAUSES A SHEEN ON NEARBY SURFACE WATER, AND
IS MORE THAN 100 FEET OR LESS FROM SURFACE WATER BODY,
THEN THE PERSON WHO OWNS OR HAS CONTROL OVER THE OIL MUST IMMEDIATELY TAKE MEASURE TO
COLLECT AND REMOVE THE DISCHARGE. IF IT CANNOT BE CLEANED UP WITHIN 24 HOURS OF THE
DISCHARGE OR CAUSE A SHEEN ON NEARBY SURFACE WATER, THE PERSON MUST IMMEDIATELY NOTIFY
NCDENR.
IF THE PETROLEUM RELEASED OR SPILLED IN ANY CIRCUMSTANCES DOES NOT MEET ONE OF THE ABOVE
REQUIREMENTS, OR IS NOT PERMITTED BY GS 143-215.1, OR IT IS NOT PURSUANT TO A RULE ADOPTED BY THE
ENVIRONMENTAL MANAGEMENT COMMISSION OR, A REGULATION OF USEPA, IT MUST BE REPORTED TO NCDENR
IMMEDIATELY.
THE REPORTABLE QUANTITY FOR HAZARDOUS MATERIALS CAN BE FOUND ON 40 CFR 302 AND
WWW. NCGA.STATE.NC.US/STATUTES/STATUTES_IN_HTML/CHP1430. HTML
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.
H:\2015\NCR151000\DRAWINGS\PUN SEES\NCR151000SD1.DWG PRINTED BY: PASCHE 6.24.16 0 3:40 PM VST SAVED BY: PASCHE
GENERAL CONSERVATION NOTES
AND SPECIFICATIONS (SOURCE: NORTH CAROLINA STATE NOTES)
I. GENERAL INFORMATION
A. THIS EROSION AND SEDIMENT CONTROL PLAN SHALL BE AVAILABLE AT THE SITE.
B. NO SEDIMENT OR SEDIMENT LADEN WATER MUST BE ALLOWED TO LEAVE THE SITE WITHOUT FIRST BEING
PROPERLY FILTERED.
C. ANY SEDIMENT THAT IS TRACKED ONTO THE ROAD MUST BE CLEANED OFF BEFORE THE END OF THE DAY.
D. DISTURBED AREAS ON WHICH EARTHMOVING ACTIVITIES HAVE CEASED AND WHICH WILL REMAIN EXPOSED
SHALL BE STABILIZED IMMEDIATELY, EITHER TEMPORARILY OR PERMANENTLY, INCLUDING THE RESTORATION OF
DRIVEWAYS, STOCKPILES, OFF-SITE UNDERGROUND UTILITY LINES AND GRADED PERIMETER AREAS. DURING
NON -GERMINATION PERIODS, MULCH MUST BE APPLIED AT RECOMMENDED RATES. CRUSHED STONE ON PAVEMENT
SUBGRADES IS CONSIDERED ADEQUATE PROTECTION.
E. AREAS THAT FAIL TO GERMINATE MUST BE RE -SEEDED OR MULCHED.
F. WHERE DISTURBED AREAS ARE DIFFICULT TO STABILIZE, NETTING SHOULD BE USED TO HOLD SEED AND MULCH
IN PLACE; THIS IS ESPECIALLY IMPORTANT AROUND WATERCOURSES, IN SWALES AND AREAS OF CONCENTRATED
FLOWS, STEEP SLOPES.
G. UNTIL THE SITE IS STABILIZED, ALL EROSION AND SEDIMENTATION MUST BE MAINTAINED PROPERLY.
MAINTENANCE MUST INCLUDE INSPECTIONS OF ALL EROSION AND SEDIMENT CONTROL AFTER EACH RUNOFF
EVENT AND ON A WEEKLY BASIS. ALL PREVENTATIVE AND REMEDIAL MAINTENANCE WORK, INCLUDING CLEAN OUT,
REPAIR, REPLACEMENT, RE -GRADING, RE -SEEDING, RE -MULCHING, AND RE -NETTING, MUST BE PERFORMED
IMMEDIATELY.
H. IF AT ANY TIME PRIOR TO SITE STABILIZATION ANY E&SP PROBLEMS OCCUR WHICH REQUIRE ADDITIONAL
CONTROLS, IMMEDIATE ACTION MUST BE TAKEN TO CORRECT THE PROBLEMS.
I. THE CONTRACTOR MUST DEVELOP AND COORDINATE WITH OWNER AND HAVE APPROVED BY THE NCDENR, A
SEPARATE EROSION AND SEDIMENT POLLUTION CONTROL PLAN FOR EACH SPOIL, BORROW OR OTHER WORK AREA
NOT DETAILED ON THE PERMITTED PLANS, WHETHER LOCATED WITHIN OR OUTSIDE OF THE LIMITS OF
CONSTRUCTION.
J. CONTRACTOR SHALL NOTIFY THE NCDENR OF DISPOSAL METHOD AND LOCATION OF MATERIALS (IF ANY) TO BE
REMOVED FROM SITE.
K. STANDARD FOR DISPOSAL OF MATERIALS
ALL MATERIALS TO BE RECYCLED OR DISPOSED OF MUST DO SO IN ACCORDANCE WITH ALL APPLICABLE STATE AND
LOCAL REGULATIONS. STOCKPILES TO BE HAULED OFF SITE MUST HAVE AN APPROVED EROSION AND SEDIMENT
CONTROL PLAN AT THE DESTINATION LOCATION.
II. STANDARD FOR LAND GRADING
A. DEFINITION: RESHAPING THE GROUND SURFACE BY GRADING TO PLAN GRADES, WHICH ARE DETERMINED BY
TOPOGRAPHIC SURVEY AND LAYOUT.
1. PROVISIONS SHALL BE MADE TO SAFELY CONDUCT SURFACE WATER TO STORM DRAINS OR SUITABLE
WATER COURSES AND TO PREVENT SURFACE RUNOFF FROM DAMAGING CUT FACES AND FULL SLOPES.
2. ADJOINING PROPERTY SHALL BE PROTECTED FROM EXCAVATION AND FILLING OPERATIONS.
B. INSTALLATION REQUIREMENTS
1. TIMBER, LOGS, BRUSH, RUBBISH, ROCKS, STUMPS AND VEGETABLE MATTER WHICH WILL INTERFERE WITH
THE GRADING OPERATION OR AFFECT THE PLANNED STABILITY OR FILL AREAS SHALL BE REMOVED AND
DISPOSED OF IN ACCORDANCE WITH STANDARD FOR DISPOSAL OF MATERIALS.
2. FILL MATERIAL IS TO BE FREE OF BRUSH, RUBBISH, TIMBER, LOGS, VEGETATIVE MATTER AND STUMPS IN
AMOUNTS THAT WILL BE DETRIMENTAL TO CONSTRUCTING STABLE FILLS.
3. ALL FILLS SHALL BE COMPACTED SUFFICIENTLY FOR THEIR INTENDED PURPOSE AND AS REQUIRED TO
REDUCE SLIPPING, EROSION OR EXCESS SATURATION.
4. ALL DISTURBED AREAS SHALL BE LEFT WITH A NEAT AND FINISHED APPEARANCE AND SHALL BE
PROTECTED FROM EROSION.
5. (SEE I. D.)
III. STANDARD FOR UTILITY TRENCH EXCAVATION
A. LIMIT ADVANCE CLEARING AND GRUBBING OPERATIONS TO A DISTANCE EQUAL TO TWO TIMES THE LENGTH OF
PIPE INSTALLATION THAT CAN BE COMPLETED IN ONE DAY.
B. LIMIT DAILY TRENCH EXCAVATION TO THE LENGTH OF PIPE PLACEMENT, PLUG INSTALLATION AND BACKFILLING
THAT CAN BE COMPLETED THE SAME DAY. DAILY BACKFILLING OF THE TRENCH MAY BE DELAYED FOR A MAX. OF SIX
DAYS FOR CERTAIN CASES REQUIRING TESTING OF THE INSTALLED PIPE.
C. WATER WHICH ACCUMULATES IN THE OPEN TRENCH WILL BE COMPLETELY REMOVED BY PUMPING TO A FACILITY
FOR REMOVAL OF SEDIMENT (SEDIMENT FILTER BAG, SEE DETAIL) BEFORE PIPE PLACEMENT AND/OR BACKFILLING
BEGINS.
D. ON THE DAY FOLLOWING PIPE PLACEMENT AND TRENCH BACKFILLING, THE DISTURBED AREA WILL BE GRADED
TO FINAL CONTOURS AND APPROPRIATE TEMPORARY EROSION AND SEDIMENT POLLUTION CONTROL MEASURES /
FACILITIES WILL BE INSTALLED. SEEDING AND MULCHING OF ALL DISTURBED AREAS WILL BE DONE IMMEDIATELY.
E. WORK CREWS AND EQUIPMENT FOR TRENCHING, PLACEMENT OF PIPE, PLUG CONSTRUCTION AND BACKFILLING
WILL BE SELF CONTAINED AND SEPERATE FORM CLEARING AND GRUBBING AND SITE RESTORATION AND
STABILIZATION OPERATIONS.
F. ALL SOIL EXCAVATED FROM THE TRENCH WILL BE PLACED ON THE UPHILL SIDE OF THE TRENCH.
IV. STANDARD FOR TEMPORARY STABILIZATION
A. STANDARD FOR TEMPORARY STABILIZATION WITH MULCH
1. MULCHING IS MOST APPLICABLE TO THOSE AREAS SUBJECT TO PERIODIC DISTURBANCE AND REWORKING.
IN ADDITION, STABILIZATION WITH MULCH SHALL BE USED DURING NON -GERMINATION PERIODS.
2. PERFORM ALL CULTURAL OPERATIONS AT RIGHT ANGLES TO THE SLOPE.
3. GRADE AS NEED AND FEASIBLE. SEE STANDARD FOR LAND GRADING.
4. PROTECTIVE MATERIALS TO BE USED:
A. UNROTTED SMALL -GRAIN STRAW OR HAY AT 3.0 TONS PER ACRE SPREAD UNIFORMLY AT 135 POUNDS
PER 1000 SQUARE FEET AND ANCHORED WITH LIQUID MULCH BINDER OR; WOOD -FIBER OR PAPER -FIBER
MULCH AT A RATE OF 1500 POUNDS PER ACRE MAY BE APPLIED BY A
B. HYDROSEEDER OR HYDROMULCHER. USE IS LIMITED TO FLATTER SLOPES AND DURING OPTIMUM
SEEDING PERIODS IN SPRING AND FALL. LIQUID MULCH BINDERS: APPLY IMMEDIATELY AFTER
PLACEMENT OF HAY OR STRAW MULCH TO MINIMIZE LOSS BY WIND OR WATER. IF EMULSIFIED ASPHALT -
(SS -1, CSS -1, CMS -2, MS -2, RS -1, RS -2, CRS -1 AND CRS -2), APPLY 0.04 GAL./SQ. YD. OR 194 GAL./ACRE ON
FLAT SLOPES LESS THAN 8' HIGH. ON SLOPES 8' OR MORE HIGH USE 0.075 GAL./SQ. YD. OR 363
GAL./ACRE.
B. STANDARD FOR TEMPORARY STABILIZATION WITH SEED
1. DISTURBED AREAS WHICH ARE NOT AT FINISHED GRADE AND WHICH WILL BE REDISTURBED WITHIN ONE
YEAR MUST BE SEEDED AND MULCHED IMMEDIATELY WITH A TEMPORARY COVER.
2. SEEDBED PREPARATION
A. PERFORM ALL CULTURAL OPERATIONS AT RIGHT ANGLES TO SLOPE.
B. APPLY GROUND LIMESTONE AT A RATE OF 1 TON/AC.
C. APPLY 10-10-10 FERTILIZER A RATE OF 150 LB/AC.
D. WORK LIME AND FERTILIZER INTO THE SOIL AS NEARLY AS PRACTICAL TO A DEPTH OF FOUR (4)
INCHES.
C. SEEDING
LATE WINTER/EARLY SPRING (PIEDMONT JANA - MAY 1; COASTAL PLAIN DEC. 1 - APRIL 15)
1. SEED MIXTURE TEMPORARY: RYE(GRAIN) SHALL BE APPLIED AT A RATE OF 120 LB/ACRE
ANNUAL LESPEDEZA (KOBE) SHALL BE APPLIED AT A RATE OF 50 LB/ACRE
2. APPLY SEED UNIFORMLY. NORMAL SEEDING DEPTH IS FROM 1/4" TO 1/2". HYDROSEEDINGS (INCLUDING
FERTILIZER AND SEED IN A SLURRY FORM), MAY BE LEFT ON THE SOIL SURFACE. SOIL CONSERVATION
DISTRICT CAN REQUIRE SPECIFIC TECHNIQUES FOR HYDROSEEDING AND/OR HYDROMULCHING IN AREAS WITH
DROUGHTY CONDITIONS. FOR MULCHING REQUIREMENTS, SEE STANDARD FOR STABILIZATION WITH MULCH.
3. FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 LB/ACRE GROUND AGRICULTURAL LIMESTONE
AND 750 LB/ACRE 10-10-10 FERTILIZER.
SUMMER (PIEDMONT MAY 1 - AUG. 15; COASTAL PLAIN APRIL 15 - AUG. 15)
1. SEED MIXTURE TEMPORARY: GERMAN MILLET SHALL BE APPLIED AT A RATE OF 40 LB/ACRE
2. APPLY SEED UNIFORMLY. NORMAL SEEDING DEPTH IS FROM 1/4" TO 1/2". HYDROSEEDINGS (INCLUDING
FERTILIZER AND SEED IN A SLURRY FORM), MAY BE LEFT ON THE SOIL SURFACE. SOIL CONSERVATION
DISTRICT CAN REQUIRE SPECIFIC TECHNIQUES FOR HYDROSEEDING AND/OR HYDROMULCHING IN AREAS WITH
DROUGHTY CONDITIONS. FOR MULCHING REQUIREMENTS, SEE STANDARD FOR STABILIZATION WITH MULCH.
3. FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 LB/ACRE GROUND AGRICULTURAL LIMESTONE
AND 750 LB/ACRE 10-10-10 FERTILIZER
FALL (PIEDMONT MAY 1 - AUG. 15; COASTAL PLAIN APRIL 15 - AUG. 15)
1. SEED MIXTURE TEMPORARY: RYE (GRAIN) SHALL BE APPLIED AT A RATE OF 120 LB/ACRE
2. APPLY SEED UNIFORMLY. NORMAL SEEDING DEPTH IS FROM 1/4" TO 1/2". HYDROSEEDINGS (INCLUDING
FERTILIZER AND SEED IN A SLURRY FORM), MAY BE LEFT ON THE SOIL SURFACE. SOIL CONSERVATION
DISTRICT CAN REQUIRE SPECIFIC TECHNIQUES FOR HYDROSEEDING AND/OR HYDROMULCHING IN AREAS WITH
DROUGHTY CONDITIONS. FOR MULCHING REQUIREMENTS, SEE STANDARD FOR STABILIZATION WITH MULCH.
3. FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 LB/ACRE GROUND AGRICULTURAL LIMESTONE
AND 1,000 LB/ACRE 10-10-10 FERTILIZER
A. SPECIFICATION FOR SEEDING & SOIL TREATMENT FOR PERMANENT VEGETATIVE COVER
1. SITE PREPARATION
A. GRADE AS NEEDED AND FEASIBLE TO PERMIT THE USE OF CONVENTIONAL EQUIPMENT FOR SEEDBED
PREPARATION, SEEDING, MULCH APPLICATION AND ANCHORING, AND MAINTENANCE.
B. SUBSOIL SHOULD BE TESTED FOR LIME REQUIREMENT AND LIMESTONE, IF NEEDED, SHOULD BE
APPLIED TO BRING SOIL PH TO 6.5 AND INCORPORATED INTO THE SOIL AS NEARLY AS PRACTICAL TO A
DEPTH OF 4 INCHES.
C. IMMEDIATELY PRIOR TO TOPSOIL DISTRIBUTION, THE SURFACE SHOULD BE SCARIFIED TO PROVIDE A
GOOD BOND WITH THE TOPSOIL.
2. APPLYING TOPSOIL
A. TOPSOIL SHOULD BE HANDLED ONLY WHEN IT IS DRY ENOUGH TO WORK WITHOUT DAMAGING SOIL
STRUCTURE.
B. ALL DISTURBED TOPSOIL ON-SITE IS TO BE REDISTRIBUTED ON-SITE IN AREAS NOT COVERED BY
IMPERVIOUS SURFACES. NO REMOVAL OF TOPSOIL IS ALLOWED UNLESS APPROVED BY THE TOWNSHIP.
A UNIFORM APPLICATION TO A DEPTH OF 5 INCHES (UNSETTLED) IS RECOMMENDED. SOILS WITH A PH OF
4.0 OR LESS OR CONTAINING IRON SULFIDE SHALL BE COVERED WITH A MINIMUM DEPTH OF 12 INCHES
OF SOIL HAVING A PH OF 5.0 OR MORE.
3. SEEDBED PREPARATION
A. PERFORM ALL CULTURAL OPERATIONS AT RIGHT ANGLES TO SLOPE.
B. APPLY 10-20-10 OR EQUIVALENT RATED FERTILIZER AT A RATE OF 500 POUNDS PER ACRE OR 11
POUNDS PER 1000 SQUARE FEET.
C. APPLY 300 POUNDS 38-0-0 PER ACRE OR EQUIVALENT OF SLOW RELEASE NITROGEN.
D. APPLY PULVERIZED DOLOMITIC LIMESTONE AT A RATE OF 1/3 TONS PER ACRES OR 15 POUNDS PER
1000 SQUARE FEET.
E. WORK LIME AND FERTILIZER INTO THE SOIL AS NEARLY AS PRACTICAL TO A DEPTH OF 4 INCHES
CONTINUE TILLAGE UNTIL A REASONABLY UNIFORM FINE SEEDBED IS PREPARED.
F. REMOVE FROM THE SURFACE ALL STONES TWO INCHES OR LARGER IN ANY DIMENSION, REMOVE ALL
OTHER DEBRIS, SUCH AS WIRE, CABLE, TREE ROOTS, PIECES OF CONCRETE, CLODS, LUMPS OR OTHER
UNSUITABLE MATERIAL.
G. INSPECT SEEDBED JUST BEFORE SEEDING. IF TRAFFIC HAS LEFT THE SOIL COMPACTED, THE AREA
MUST BE RE -TILLED AND FIRMED AS ABOVE.
4. SEEDING
A. SEED MIXTURE PERMANENT: SAHARA BERMUDA GRASS AT A RATE OF 275 LB/ACRE IN ADDITION TO
TEMPORARY SEEDING (SEE ABOVE)
1. SEEDING DATES 3/1 TO 5/15 8/15 TO 10/1
2. SEED MIX SHALL HAVE A PURE LIVE SEED (PLS) RATING OF 60% OR GREATER
B. APPLY SEED UNIFORMLY. NORMAL SEEDING DEPTH IS FROM 1/4" TO 1/2". HYDROSEEDINGS
(INCLUDING FERTILIZER AND SEED IN A SCURRY FORM), WHICH ARE MULCHED, MAY BE LEFT ON THE SOIL
SURFACE. SOIL CONSERVATION DISTRICT CAN REQUIRE SPECIFIC TECHNIQUES FOR HYDROSEEDING
AND/OR HYDROMULCHING IN AREAS WITH DROUGHTY CONDITIONS. FOR MULCHING REQUIREMENTS SEE
STANDARD FOR STABILIZATION WITH MULCH: PROTECTIVE MATERIALS TO BE USED.
C. UNROTTED SMALL -GRAIN STRAW OR HAY AT 3.0 TONS PER ACRE SPREAD UNIFORMLY AT 135 POUNDS
PER 1000 SQUARE FEET AND ANCHORED WITH LIQUID MULCH BINDER OR; WOOD -FIBER OR PAPER -FIBER
MULCH AT A RATE OF 1500 POUNDS PER ACRE MAY BE APPLIED BY A
5. IRRIGATION - (WHERE FEASIBLE)
IF SOIL MOISTURE IS DEFICIENT AND MULCH IS NOT USED, SUPPLY NEW SEEDINGS WITH ADEQUATE
WATER, A MINIMUM OF 1/4" TWICE A DAY UNTIL VEGETATION IS WELL ESTABLISHED, ESPECIALLY WHEN
SEEDING IS PERFORMED IN ABNORMALLY DRY OR HOT WEATHER OR ON DROUGHTY SITES.
B. STANDARD FOR PERMANENT STABILIZATION WITH SOD
1. METHODS AND MATERIALS
A. CULTIVATED SOD IS PREFERRED OVER NATIVE OR PASTURE SOD. SPECIFY "CERTIFIED SOD," OR
OTHER HIGH QUALITY CULTIVATED SOD.
B. SOD SHOULD BE FREE OF WEEDS AND UNDESIRABLE COARSE WEEDY GRASSES.
C. SOD SHOULD BE OF UNIFORM THICKNESS, APPROXIMATELY 5/8 INCH, PLUS OR MINUS 1/4 INCH, AT
TIME OF CUTTING. (EXCLUDES TOP GROWTH).
D. SOD SHOULD BE VIGOROUS AND DENSE AND BE ABLE TO RETAIN ITS OWN SHAPE AND WEIGHT WHEN
SUSPENDED VERTICALLY WITH A FIRM GRASP FROM THE UPPER 10% OF THE STRIP. BROKEN PADS
OR TORN AND UNEVEN ENDS WILL NOT BE ACCEPTABLE.
E. FOR DROUGHTY SITES A SOD OF KENTUCKY 31 TALL FESCUE AND BLUEGRASS IS PREFERRED OVER A
STRAIGHT BLUEGRASS SOD.
F. ONLY MOIST, FRESH UNHEATED SOD SHOULD BE USED. SOD SHOULD BE HARVESTED, DELIVERED
AND INSTALLED WITHIN A PERIOD OF 36 HOURS.
2. SITE PREPARATION
SEE SPECIFICATION FOR SEEDING & SOIL TREATMENT FOR PERMANENT VEGETATIVE COVER.
3. APPLYING TOPSOIL
SEE SPECIFICATION FOR SEEDING & SOIL TREATMENT FOR PERMANENT VEGETATIVE COVER.
4. SEEDBED PREPARATION
SEE SPECIFICATION FOR SEEDING & SOIL TREATMENT FOR PERMANENT VEGETATIVE COVER.
5. SOD PLACEMENT
A. SOD STRIPS SHOULD BE LAID ON THE CONTOUR, NEVER UP AND DOWN THE SLOPE, STARTING AT THE
BOTTOM OF THE SLOPE AND WORKING UP. ON STEEP SLOPES, THE USE OF LADDERS WILL FACILITATE
THE WORK AND PREVENT DAMAGE TO THE SOD. DURING PERIODS OF HIGH TEMPERATURE, LIGHTLY
IRRIGATE THE SOIL IMMEDIATELY PRIOR TO LAYING THE SOD.
B. PLACE SOD STRIPS WITH SNUG EVEN JOINTS THAT ARE STAGGERED. OPEN SPACES INVITE EROSION.
C. ROLL OR TAMP SOD IMMEDIATELY FOLLOWING PLACEMENT TO INSURE SOLID CONTACT OF ROOT MAT
AND SOIL SURFACE. DO NOT OVERLAP SOD. ALL JOINTS SHOULD BE BUTTED TIGHTLY IN ORDER TO
PREVENT VOIDS, WHICH WOULD CAUSE DRYING OF THE ROOTS.
D. ON SLOPES GREATER THAN 3 TO 1, SECURE SOD TO SURFACE SOIL WITH WOOD PEGS, WIRE
STAPLES, OR SPLIT SHINGLES (8 TO 10 INCHES LONG BY 3/4 INCH WIDE).
E. SURFACE WATER CANNOT ALWAYS BE DIVERTED FROM FLOWING OVER THE FACE OF THE SLOPE, BUT
A CAPPING STRIP OF HEAVY JUTE OR PLASTIC NETTING, PROPERLY SECURED, ALONG THE CROWN OF
THE SLOPE AND EDGES WILL PROVIDE EXTRA PROTECTION AGAINST LIFTING AND UNDERCUTTING OF
SOD. THE SAME TECHNIQUE CAN BE USED TO ANCHOR SOD IN WATER -CARRYING CHANNELS AND
OTHER CRITICAL AREAS. WIRE STAPLES MUST BE USED TO ANCHOR NETTING IN CHANNEL WORK.
F. IMMEDIATELY FOLLOWING INSTALLATION, SOD SHOULD BE WATERED UNTIL MOISTURE PENETRATES
THE SOIL LAYER BENEATH SOD TO A DEPTH OF 4 INCHES. MAINTAIN OPTIMUM MOISTURE FOR AT LEAST
TWO WEEKS.
6. TOP DRESSING
IF SLOW RELEASE NITROGEN (300 POUNDS 38-0-0 PER ACRE OR EQUIVALENT) IS USED IN ADDITION
SUGGESTED FERTILIZER, THEN A FOLLOW-UP OF TOP DRESSING IS NOT MANDATORY.
A. SPRING INSTALLATION OF SOD WILL REQUIRE AN APPLICATION OF FERTILIZER SUCH AS 10-20-10
EQUIVALENT AT 400 POUNDS PER ACRE OR 10 POUNDS PER 1,000 SQUARE FEET BETWEEN
SEPTEMBER 1 AND OCTOBER 15.
B. FALL INSTALLATION OF SOD WILL REQUIRE THE ABOVE BETWEEN MARCH 15 AND MAY 1.
zw o �w
o oz
P4 0
LL
Fz
J=HQO a�
aH(n o0
P4 u) ♦���♦ wa
Z W4
LLI
W a0 as 26
aax }z¢ S-2
U
Wu I� W a W 2Q Tr0 ow
� w m � ,
W �cjP4 ¢v�i=�zz> oS
w O O w w Q m
W10 1 m x m 2 x x of z N
Z u w o w a 0 0 w
r� W 00Wz0 a
Th �F� ♦�����♦ rw
Y -
C�
O
a
W
O =>
tY
a o
s
� } o Lu
r� C_� wQ¢z}= ��
.) Z_j2YY�a
�o0
wc� IK� w�
H z z O O w w -
b ¢ w 0 5- y o o w
CLLu0LuILua
bbl awOwwwx
xzmzzza
Rw
Cut o m
Qu�2 T
REVISIONS
REV
DATE
COMMENT
BY
1
6/15/16
LIDL PLAYBOOK REV.
PMA
KNOW WHAT'S BELOW
ALWAYS CALL 811
BEFORE YOU DIG
It's fast. It's free. It's the law.
NOT APPROVED FOR
CONSTRUCTION
PROJECT No.: NCR151000
DRAWN BY: PMA
CHECKED BY: MAR
DATE: 10/19/15
SCALE: N/A
CAD 1. D.: SD1
PROJECT:
ROCKINGHAM
GROCERY
FOR
LIDL CJS
OPER1- TNOINS,
LLC
L.00ATION OF SITE
705 U.S. 74 BUSINESS
RICHMOND COUNTY
ROCKINGHAM, NC 28379
BOH LER
ENGINEERING NC, PLLC
NCBELS P-1132
4011 WESTCHASE BLVD., SUITE 290
RALEIGH, NC 27607
Phone: [phone]
Fax: [phone]
oo(FESS/0�9o�
406 ~-
moo FiyG INE�� o�
..........� ;
AI 1 ' \ 2016.06.24
SHEET TITLE:
�JL�OS1O}�� A� &
CCONTILDNOL
SHEET NUMBER:
D-2,2

H:\2015\NCR151000\DRAWINGS\PLAN SETS\NCR151000LP1.DWG PRINTED BY: PASCHE 6.24.16 ® 3:41 PIA LAST SAVED BY: PASCHE
PW
1. TREE WRAP
U
MULCH/ TOPSOIL BACKFILL 2. 4" MINIMUM OF HARDWOOD BARK
b X Z o - z
z
oz
MULCH/ TOPSOIL BACKFILL
1. TREE WRAP
/_ROOTBALL
MULCH COMPACTED OR AS
SPECIFIED.
ROOTBALL AND TRUNK
C�
Lou �
u� ZwC��o
C� C� _ Q w
F o o z< d= m
AND TRUNK
3. 3" HIGH SOIL BERM TO HOLD WATER.
°'
W ¢a IS-o
0 �
2. 4" MINIMUM OF HARDWOOD BARK
MULCH COMPACTED OR AS
TREE STABILIZATION AND 4. STAKE SIZE SHALL BE ONE SIZE
FERTILIZATION SYSTEM
"I�zTREE.
1. FINISH GRADE
6 ¢ 9 °
X � ♦ o
TREE STABILIZATION AND SPECIFIED.
FERTILIZATION SYSTEM
HIGHER THAN REQUIRED FOR SIZE OF
REFER TO SITEWORK
/
2. BACKFILL WITH PREPARED
PLANTING SOIL MIX AS
�
W Q
o
3. STAKE SIZE SHALL BE ONE SIZE
SPECIFICATIONS FOR APPROVED
I
SPECIFIED.
Lq •a
HIGHER THAN REQUIRED FOR SIZE OF
TREE. REFER TO SITEWORK
SPECIFICATIONS FOR APPROVED
MATERIALS AND INSTALLATION
/ REQUIREMENTS.`
\
TWICE ROOTBALL
DIAMETER I 1 3. 12"f CLEAN SAND, COMPACTED.
a
(4 F a a = g z ¢ W-2
W
\ / MATERIALS AND INSTALLATION
/ 5. FINISHED GRADE (SEE GRADING
ADJUST LAYER THICKNESS SO
r"
X u > z a o W 0 Z
y m 2 < > J
REQUIREMENTS.
PLAN)
TOP OF ROOTBALL IS AT EAST
y W w
J W
4. 3" HIGH SOIL BERM TO HOLD WATER.
1" ABOVE FINISHED GRADE.
m
� � = w o o w w
PLAN 6. TOP OF ROOTBALL MIN. 1" ABOVE
4. FILTER CLOTH
= m < 3:3: =z
H- o F L- 3:
5. FINISHED GRADE SEE GRADING PLAN
( )
FINISHED GRADE
5. SLOPE BOTTOM TO DRAIN
y
O
c,
O _ _ = J = Z Z N a
wow <00W
E., J fA �' 00 (A Z U
PLAN
6. TOP OF ROOTBALL MIN. 1" ABOVE
7. B &BOR CONTAINERIZED (SEE
SPECIFICATIONS FOR ROOT BALL
-
2 6. 18"f AUGERED HOLE
♦ ♦ z
FINISHED GRADE
REQUIREMENTS).
=
_ PENETRATE THROUGH
g�
P4 � z
7. B &BOR CONTAINERIZED (SEE
8. PREPARED PLANTING SOIL AS
c, - 3 OCCLUDING LAYER TO
WATER TABLE OR TOA
�� �+
P, Y w
U p+ o o a a w
SPECIFICATIONS FOR ROOT BALL
SPECIFIED.
- _
- / / / 4 DEPTH OF 7' TO ASSURE
a¢ a
a "'>-
REQUIREMENTS).
9. ROOTBALLS GREATER THAN 24"
PROPER PERCOLATION.
zZ3: Z <Y w
zgY a o 0
8. PREPARED PLANTING SOIL AS
DIAMETER SHALL BE PLACED ON
- * d -� I 7. BACKFILL WITH 1/2" - 3/4"
Z � z z o o w w
SPECIFIED.
9. ROOTBALLS GREATER THAN 24"
MOUND OF UNDISTURBED SOIL TO
PREVENT SETTLING ROOTBALLS
- - 5
• GRAVEL.
co
�, ¢ w o >- >- , o
a, W 3:,.- 3: 3: 3: g o
a a w w w w o x 3 w
��q
8. WATER TABLE
�ZCOZZZa
DIAMETER SHALL BE PLACED ON
SMALLER THAN 24" IN DIA. MAY
+1 6
9 WI
(�
ill MOUND OF UNDISTURBED SOIL TO
SIT ON COMPACTED EARTH.
_ _
tar
- a - FOR A PARKING ISLAND
♦�����♦ �m
cn o
PREVENT SETTLING ROOTBALLS
0 1
s 7 PLANTING SITUATION,
H -
® SMALLER THAN 24" IN DIA. MAY
SIT ON COMPACTED EARTH.
10. UNDISTURBED SUBSOIL
-III-1 -III- CONTRACTOR TO BACKFILL
-III- ENTIRE LENGTH OF PLANTING
2
1
8 AREA TO WITHIN 6" OF BACK
10. UNDISTURBED SUBSOILOF
CURB OR EDGE OF
3
PAVEMENT.
REVISIONS
SECTION
REV
DATE
COMMENT
BY
2
4 NOTES:
5 A. FINAL TREE STAKING DETAILS
1
6/15/16
LIDL PLAYBOOK REV.
PMA
3 NOTES:
AND PLACEMENT TO BE
POOR DRAINAGE CONDITION
APPROVED BY 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
- = RESTRICT ROOT GROWTH) ON
B. REMOVE BURLAP, WIRE AND
= UPPER 1/3 OF ROOTBALL.
STRAPS (ANYTHING THAT
-
° - COULD GIRDLE TREE OR
_
-_ -'-; I- 6 C. SEE LANDSCAPE NOTES FOR
05/30/08PR DRNG
°6 RESTRICT ROOT GROWTH) ON
- I THE TYPE OF MULCH MATERIAL
~ - UPPER 1/3 OF ROOTBALL.
�- 7 TO USE.
I-
-'' - 7 C. SEE LANDSCAPE NOTES FOR
I I
I- 8 D. PRUNE TREE AS DIRECTED BY
THE TYPE OF MULCH MATERIAL
12" _I
I : LANDSCAPE ARCHITECT.
- TU
I I 1=1
TYP.
8
9 E. BRANCHING HEIGHT TO A.A.N.
- M Mi I D. PRUNE TREE AS DIRECTED BY
STANDARDS.
-III-I I 9 LANDSCAPE ARCHITECT.
SECTION 10
BEST FACE OF SHRUB/
1. TOP OF SHRUB ROOTBALLS TO BE
E. BRANCHING HEIGHT TO A.A.N.
GROUNDCOVER TO FACE
FRONT OF PLANTING BED. .+ +. PLANTED 1" - 2" HIGH WITH SOIL
10 STANDARDS.
MOUNDING UP TO THE TOP OF
REFER TO LANT + ROOTBALL.
+ T
,
112 DIAMETER OF ROOT BALL
FOR
SCHEDULE FNMASSES- PRUNE ALL
+ + + + 2 E D IN
1
SMALL TREE PLANTING
ACHIEVE UNIF
TYP. SHRUBS TO
MASS/HEIGHT
PLAN
SECTION
(14' OR LESS)
KNOW WHAT'S BELOW
3. 4" MINIMUM OF HARDWOOD BARK
LARGE TREE PLANTING
N.T.S.
MULCH COMPACTED OR AS SPECIFIED.
ALWAYS CALL 811
(14' OR GREATER)
1 2 3 4 5 4. EXCAVATE ENTIRE BED SPECIFIED FOR
BEFORE YOU DIG
N.T.S.
GROUNDCOVER BED.
It's fast. It's free. It's the law.
5. 4" MINIMUM OF TOPSOIL TO BRING TO
FINISHED GRADE (SEE GRADING PLAN).
NOT APPROVED FOR
06/07/10 1 ILG TR PLNTG
06/07/10 1 ISM TR PLNTG
6. PREPARED PLANTING SOIL AS
CONSTRUCTION
SPECIFIED. NOTE: WHEN GROUND -
COVERS AND SHRUBS USED IN
PROJECT No.: NCR151000
1. BASE OF TREE SHALL BE PLANTED
MASSES ENTIRE BED TO BE AMENDED
DRAWN BY: PMA
SLIGHTLY ABOVE (1" MIN.)I-
^;::' f;; ,::::;,:__ 4 ; `: `T _I j WITH PLANTING SOIL MIX AS SPECIFIED.
CHECKED BY: MAR
ADJACENT FINISH GRADE. REMOVE
DATE: 10/19/15
ALL TWINE & STRAPS & CUT
BURLAP FROM TOP 1/3 OF
MULCH/ TOPSOIL BACKFILL ROOTBALL. NO SYNTHETIC BURLAP
1. 4" MINIMUM OF HARDWOOD BARK
MULCH/ TOPSOIL BACKFILL MULCH COMPACTED OR AS
SPECIFIED.
- ,-
7. SCARIFY ROOTBALL SIDES AND
- !A :" - I BOTTOM.
- I
SCALE: AS SHOWN
CAD I.D.: SSO
ROOTBALL AND TRUNK WILL BE ACCEPTED.
ROOTBALL AND TRUNK 2. STAKE SIZE SHALL BE ONE SIZE
-1 I I I -I
PROJECT:
HIGHER THAN REQUIRED FOR SIZE OF
7 6
2. 4" SHREDDED HARDWOOD BARK
TREE STABILIZATION AND TREE. REFER TO SITEWORK
~
j[� ®��j��(� ����
]R JL l]l A�YJI
_- TREE STABILIZATION AND MULCH OR APPROVED EQUAL
FERTILIZATION SYSTEM
3. DIAMETER OF TREE PIT TO BE TWICE
SPECIFICATIONS FOR APPROVED
FERTILIZATION SYSTEM MATERIALS AND INSTALLATION
REQUIREMENTS.
12"
TYP.
GIR0CEI aI�y
/ THE DIAMETER OF
I ROOTBALL-ROUGHEN SIDES OF TREE
\ / PIT.
3. 4" MINIMUM OF TOPSOIL TO BRING TO
\ / FINISHED GRADE (SEE GRADING PLAN).
SECTION
FOR
4. 3" HIGH SOIL BERM TO HOLD
WATER.
/ 4. TOP OF ROOTBALL MIN. 1" ABOVE
1T 1T1T111T 1T Y�
JLeJ1JLJlJLe �l.J
FINISHED GRADE
SHRUB/GROUNDCOVER PLANTING
5. TOPSOIL MIX BACKFILL
5. B&B OR CONTAINERIZED (SEE
®������®��9
PLAN 6. TREE WRAP
PLAN SPECIFICATIONS FOR ROOT BALL
N.T.S.
REQUIREMENTS).
7. 4" MIN. OF TOPSOIL TO BRING TO
6. PREPARE PLANTING SOIL AS
���
FINISHED GRADE (SEE GRADING PLAN)
SPECIFIED.
LOCATION OF SITE
8. ROOTBALLS GREATER THAN 24"
DIAMETER SHALL BE PLACED ON
7. ROOTBALLS GREATER THAN 24"
05/30/08 1 ISHRB PLNTG
705 U.S. 74 BUSINESS
MOUND OF UNDISTURBED SOIL TO
PREVENT SETTLING ROOTBALLS
DIAMETER SHALL BE PLACED ON
MOUND OF UNDISTURBED SOIL TO
1. TOP OF SHRUB ROOTBALLS TO BE PLANTED 1" - 2"
RICHMOND COUNTY
SMALLER THAN 24" IN DIA. MAY
PREVENT SETTLING ROOTBALLS
HIGH WITH SOIL MOUNDING UP TO THE TOP OF ROOTBALL.
ROCKINGHAM, NC 28379
SIT ON COMPACTED EARTH.
SMALLER THAN 24" IN DIA. MAY
SIT ON COMPACTED EARTH.
2. WHEN USED IN MASSES- PRUNE ALL SHRUBS TO
9. UNDISTURBED SUBSOIL
ACHIEVE A UNIFORM MASS/HEIGHT
10. PREPARE PLANTING SOIL AS
.
8UNDISTURBED SUBSOIL
SPECIFIED.
9. 3" HIGH SOIL BERM TO HOLD WATER.
3. MINIMUM OF HARDWOOD BARK MULCH COMPACTED OR
11. STAKE SIZE SHALL BE ONE SIZE
HIGHER THAN REQUIRED FOR SIZE
8
10. TREE WRAP
1
AS SPECIFIED.
BEST FACE OF SHRUB/
GROUNDCOVER TO FACE 4. EXCAVATE ENTIRE BED SPECIFIED FOR GROUNDCOVER
� D �
C)
OF TREE. REFER TO SITEWORK
11. CUT BACK SLOPE TO PROVIDE A FLAT
FRONT OF PLANTING BED. + + BED.
ENGINEERING NC, PILILC
SPECIFICATIONS FOR APPROVED2
_ MATERIALS AND INSTALLATION
REQUIREMENTS.
SURFACE FOR PLANTING.
REFER TO PLANT + + T 5. 4" MINIMUM OF TOPSOIL TO BRING TO FINISHED GRADE
NCBELSP-1132
4011 WESTCHASE BLVD., SUITE 290
Lu
3
SCHEDULE FOR SPACING
+ + + + (SEE GRADING PLAN).
RALEIGH, NC 27607
J
NOTES:6.
10 11
PREPARED PLANTING SOIL AS SPECIFIED. NOTE: WHEN
Phone: [phone]
1 NOTES:
_
--
PLAN GROUND- COVERS AND SHRUBS USED IN MASSES ENTIRE
Fax: [phone]
0
A. FINAL TREE STAKING DETAILS
- A. FINAL TREE STAKING DETAILS
BED TO BE AMENDED WITH PLANTING SOIL MIX AS
[e-mail]
2 AND PLACEMENT TO BE APPROVED
4 -I = AND PLACEMENT TO BE
SPECIFIED.
BY OWNER.
_ _ APPROVED BY OWNER.
z = 6
I-
9
7. SCARIFY ROOTBALL SIDES AND BOTTOM.
UJ 3
UJ B. SET TREE AT ORIGINAL DEPTH.
- B. REMOVE BURLAP, WIRE AND
REMOVE BURLAP, WIRE AND STRAPS
STRAPS (ANYTHING THAT
8. CUT BACK SLOPE TO PROVIDE A FLAT SURFACE FOR
J 4 (ANYTHING THAT COULD GIRDLE TREE
= 5 COULD GIRDLE TREE OR
'
PLANTING.
7
OR RESTRICT ROOT GROWTH) ON
RESTRICT ROOT GROWTH) ON
5
UPPER 1/3 OF ROOTBALL.
UPPER 1/3 OF ROOTBALL.
_ =.,... 6
4y
- C. SEE LANDSCAPE NOTES FOR THE
I
- C. SEE LANDSCAPE NOTES FOR
- _� TYPE OF MULCH MATERIAL TO USE.
THE TYPE OF MULCH MATERIAL
- _
7 TO USE.
-
-I D. PRUNE TREE AS DIRECTED BY
10 --�
to„ . DPRUNE TREE AS DIRECTED BY
-_
_ i LANDSCAPE ARCHITECT
8
12LANDSCAPE ARCHITECT.
-
_
E. BRANCHING HEIGHT TO A.A.N.
-III-III-III-
-
11 STANDARDS
TYP. E. BRANCHING HEIGHT TO A.A.N.
-
8
STANDARDS.
_
SHEET TITLE:
12"
I I-
�°
LANDD.yCAJCj�
TYP.
SECTION
SECTIONDETAILS
`•- "�-I -
= __
I•': - -III � � I-,
_
II III I 7 6
SECTION
~ 12"
SHEET NUMBER:
TREE PLANTING ON SLOPE
���
MULTI -TRUNK TREE PLANTING
N.T.S.
SHRUB/GROUNDCOVER PLANTING ON SLOPE
D-330
N.T.S.
N.T.S.
106/07/10 1 MLT TRNK PLNT
06/07/10 1 1 TR PLNTG SLP
05/30/08 1 ISHRB PLNTG SL
(_
H:\2015\NCR151000\DRAWINGS\PLAN SETS\NCR151000LP1.DWG PRINTED BY: PASCHE 6.24.16 ® 3:41 PIA LAST SAVED BY: PASCHE