20150615 Ver 1_Stormwater Plans_20160324

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REFERENCES
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 I PROJECT =-i700339-
HAMLET AVENUE (US 74B), ROCKINGHAM, NORTH CAROLINA'
PREPARED BY S&ME INC.
S&I 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 STOW',' ­Tr -R BEl.
MANAGEMENT PRACTICES (BMPS)"
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
UTILITY SERVICE CON"f :1C"l'S
SERVICE
UTILITY / GOVERNING AGENCY
ELECTRIC
DUKE ENERGY
*
805 NORTH PINEHURST STREET
(C-1.0)
ABERDEEN. NC 28315
*
T: [phone]
NATURAL GAS
PIEDMONT NATURAL GAS
*
325 OLD CHARLOTTE HIGHWAY
(C-2.0)
ROCKINGHAM, NC 28379
*
T.[phone]
WATER SEWER
CITY OF ROCKINGHAM PUBLIC WORKS DEPARTMENT
*
RICHARD HAUGEN
(C-4.0)
514 ROCKINGHAM ROAD
*
ROCKINGHAM, RIC 28379
(C-5.0)
T [phone]
IT IS THE RESPONSIBILITY OF THE CONTRACTOR -0 RETIEA ALL OF THE DRAvV1 NGS AND SPEC iF CA -IONS ASSOC I
THE CONTRACTOR FINDA C3NFLIC- -HE LAI"E -c T
AORK SCOPE PRIOR TO THE NIMATI�N OF CCNS'RUCTION SHOULD DCCUMEN 1S RE
:HE SPEC IFICATI DNS OR APPt. [CABLE CODES I- IS THE CONTRACTOR S RESPENGINEER OF REORDINONSIBILITY TO NO THE PROJEC
-I'TET
VVRITING PRIOR F) THE START OF CONSTRUCTION FAfLURE BY HE CONTRACT0 R
CNOIFY-HEPFOJECNGI!,IEERStiA[-LCONS. TIUTE
ACCEPTANCE OF FULL RESPONSIBILITY By THE CONTRACTOR, -0 COMPLETE T4 SCOPE OF -HE'AORK AS DEFINED Ey THE DRMNINCS AND IN
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LU('.1`I'ION OI SITE
705 U.S. 7 4 BUSINESS
CITY OF ROCKINGHAM
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747202957304 DB 1347 PG 319 & DB148al
RICHMOND COUNTY, NORTH CAROLINA
DEVELOPER
0
SITE LlICATION MAP
DELORME STREET ATLAS 2004 PLUS USA
SCALE- Vill = 2,000'
PRI11)­ARED BY
t ALL NECESSARY INSPECTIONS All CERTIFICATIONS
REQUIRED BY CODES AND/OR UTILITY SERVICE COMPANIES SHALL
BE PERFORMED PIR OR TO ANNOUNCED BUILDING POSSESSION
AND THE FINAL CONNECTION OF SERVICES.
DRAWING SHEET
INDEX_
*
COVER SHEET
(C-1.0)
1 OF 17
*
GENERAL NOTES
(C-1.1)
2 OF 17
*
EXISTING CONDITIONS & DEMOLITION PLAN
(C-2.0)
3 OF 17
*
SITE PLAN
(C-3.0)
4 OF 17
*
GRADING AND DRAINAGE PLAN
(C-4.0)
5 OF 17
*
UTILITY PLAN
(C-5.0)
6 OF 17
PHASE I EROSION & SEDIMENT CONTROL PLAN
(C-6.0)
7 OF 17
g
PHASE 11 EROSION & SEDIMENT CONTROL PLAN
.... . . - - ---------
(C-6.1)
8 OF 17
*
LANDSCAPE PLAN
(C-7.0)
9 OF 17
*
LIGHTING PLAN
(C-8.0)
10 OF 17
CONSTRUCTION DETAILS
(D-1.0)
11 OF 17
CONSTRUCTION DETAILS
(D-1.1)
12 OF 17
T _j F-
T W Z
CONSTRUCTION DETAILS
(D-1.2)
13 OF 17
EROSION & SEDIMENT CONTROL DETAILS
(D-2.0)
14 OF 17
EROSION & SEDIMENT CONTROL DETAILS
1)
15 OF 17
/*I
EROSION & SEDIMENT CONTROL DETAILS
(D-2.2)
16 OF 17
LANDSCAPE DETAILS
(D-3.0)
17 OF 17
t ALL NECESSARY INSPECTIONS All CERTIFICATIONS
REQUIRED BY CODES AND/OR UTILITY SERVICE COMPANIES SHALL
BE PERFORMED PIR OR TO ANNOUNCED BUILDING POSSESSION
AND THE FINAL CONNECTION OF SERVICES.
REVISIONS
REV DATE COMMENT BY
KNOW WHAT'S BELOW
ALWAYS CALL 811
BEFORE YOU DIG
it's fasL it's free. It's the law.
NOT APPROVED FOR
CONSTRUCTION
PROJECT No.. NCR161000
DRAWN BY: KRW
CHECKED BY: BTO
DATE: 16/19/15
SCALE: ASsHOWN
CAD LD.: SID
PROJECT:
ROCKINGHAM
GROCERY
[,'OR
GRDI, LLC
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11,11 N I(," f FE R I N it
NC PLLC NCBELS P-1132
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RALEIGH, NC 27607
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REVISIONS
REV DATE COMMENT BY
KNOW WHAT'S BELOW
ALWAYS CALL 811
BEFORE YOU DIG
it's fasL it's free. It's the law.
NOT APPROVED FOR
CONSTRUCTION
PROJECT No.. NCR161000
DRAWN BY: KRW
CHECKED BY: BTO
DATE: 16/19/15
SCALE: ASsHOWN
CAD LD.: SID
PROJECT:
ROCKINGHAM
GROCERY
[,'OR
GRDI, LLC
v K
1-c
11,11 N I(," f FE R I N it
NC PLLC NCBELS P-1132
4.011 WESTCHASE BLVD., SUITE 290
RALEIGH, NC 27607
Phone: [phone]
Fax: [phone]
L­N2R!�r
.�,�
COVER SHEET
SHEET NUMBER:
0
O

GENERAL NOTES:
__
CONTRACTOR IS RESPONSIBLE FOR COMPLIANCE WITH THE NOTES AND SPECIFICATIONS CONTAINED -E-_REIN. CONTRACTOR
IS RESPONSIBLE TO ENSURE THAT ALL SUBCONTRACTORS FULLY AND COMPLETELY CONFORM TO AN'_' 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 03/17/1 5, REVISE'- ON 03/23/15
* 'ENVIRONMENTAL SITE ASSESSMENT - PHASE I ENVIRONMENTAL SITE ASSESSMENT OF PF­_0OSED ROCKINGHAM
RETAIL", S&ME INC., DATED 3/30/15. �
- "GEOTECHNICAL REPORT - GEOTECHNICAL REPORT FOR PROPOSED RETAIL DEVELOPMEN­ S&ME INC., DATED
04/02/2015.
- 'SEASONAL HIGH WATER TABLE - REPORT FOR SOIL EVALUATION / SEASONAL HIGH WATER TAE�_Z� (SHWT) ESTIMATION
FOR STORMWATER BEST MANAGEMENT PRACTICES (BIMP'S)." S&ME INC DATED 3/27/15.
PRIOR TO THE START OF CONSTRUCTION. THE CONTRACTOR MUST VERIFY THAT HE,,SHE HAS THE -4 TEST 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. TIFIE MORE STRINGENT OF
THE REQUIREMENTS OF THE 'AMERICANS WITH DISABILITIES ACTI� (ADA) CODE (42 U S,C § 12101 et �,�,��zq, AND 42 U,S C, § 4151
et seq.) OR THE REQUIREMENTS OF THE JURISDICTION WHERE THE PROJECT IS TO BE CONSTRUC-EED, 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 FE,DUIRED PERMITS AND
APPROVALS HAVE BEEN OBTAINED. NO CONSTRUCTION OR FABRICATION SHALL BEGIN UNTIL --!E CONTRACTOR HAS
RECEIVED AND THOROUGHLY REVIEWED THE COMMENTS TO ALL PLANS AND OTHER DOCUYz_NTS 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 PROCURENIE-INT OF ANY AND ALL
CERTIFICATIONS REQUIRED FOR THE ISSUANCE OF A CERTIFICATE OF OCCUPANCY,
� ALL WORK MUST BE PERFORMED IN ACCORDANCE WITH I HESE PLANS SPECIFICATIONS AND CONDITIONS OF APPROVAL
AND ALL APPLICABLE REQUIREMENTS, RULES, REGULATIONS, STATUTORY REQUIREMENTS, CODES -AWS AND STANDARDS
OF ALL GOVERNMENTAL ENTITIES WITH JURISDICTION OVER THIS PROJECT,
6 THE GEOTECHNICAL REPOR F AND RECOMMENDATIONS SET FORTH HEREIN ARE A PART OF THE RE _- jIRED CONSTRUCTION
DOCUMENTS AND, IN CASE OF CONFLICT, DISCREPANCY OR AMBIGUITY, THE MORE STRINGENT ��EQUIREMENTS AND/OR
RECOMMENDATIONS CONTAINED IN THE PLANS AND THE GEOTECHNICAL REPORT AND RECOMME10ATIONS SHALL TAKE
PRECEDENCE UNLESS SPECIFICALLY NOTED OTHERWISE ON THE PLANS, THE CONTRACTOR MUST ,iOTIFY THE ENGINEER
IN WRITING, OF ANY SUCH CONFLICT DISCREPANCY OR AMBIGUITY BETWEEN THE GEOTECHNIC,�,,_ REPORTS AND PLANS
AND SPECIFICATIONS PRIOR TO PROCEEDING WITH ANY FURTHER WORK
7 THESE PLANS ARE BASED ON INFORMAI [ON PROVIDED TO BOHLER ENGINEERING BY THE OWNER -,.IJD OTHERS PRIOR TO
I -I -I. -Ill-, - ­­­­ ­­­­­ - ­ -''- - - -- I
THE PROPOSED WORK CONFLICTS WITH ANY OTHER SITE FEATURES
8 ALL DIMENSIONS SHOWN ON THE PLANS MUST BE FIELD VERIFIED BY THE CONTRACTOR FIR -IR TO THE START OF
CONSTRUCTION, CONTRACTOR MUST NOTIFY ENGINEER, IN WRITING, IF ANY CONFLICTS, DISCREPAI�01ES, OR AMBIGUITIES
EXIST PRIOR TO PROCEEDING WITH CONSTRUCTION. NO EXTRA COMPENSATION WILL BE PAID TO -'-iE CONTRACTOR FOR
WORK WHICH HAS TO BE REDONE OR REPAIRED DUE TO DIMENSIONS OR GRADES SHOWN INCORRE,'TLY ON THESE PLANS
PRIOR TO CONTRACTOR GIVING ENGINEER WRITTEN NOTIFICATION OF SAME AND ENGINEER, TPEREAFTER, PROVIDING
CONTRACTOR WITH WRITTEN AUTHORIZATION TO PROCEED WITH SUCH ADDITIONAL WORK.
9 CONTRACTOR MUST REFER TO THE ARCHITECTURAL/BUILDING PLANS OF RECORD� FOR E/ACT LOCATIONS AND
DIMENSIONS OF ENTRY/EXIT POINTS. ELEVATIONS. PRECISE BUILDING DIMENSIONS. AND EX�,',CT BUILDING UTILITY
LOCATIONS.
11 PRIOR TO THE START OF CONSTRUCTION, THE CONTRACTOR MUST COORDINATE THE BUILDIN(� LAYOUT BY CAREFUL
REVIEW OF THE ENTIRE SITE PLAN AND THE LATEST ARCHITECTURAL PLANS (INCLUDING. �5(JT NOT LIMITED TO
STRUCTURAL. MECHANICAL, ELECTRICAL, PLUMBING AND FIRE SUPPRESSION PLAN, WHERE APRIL - ' ABLE) CONTRACTOR
MUST IMMEDIATELY NOTIFY OWNER, ARCHITECT AND SITE ENGINEER, IN WRITING. OF ANY CONFLIC -.3, DISCREPANCIES OR
AMBIGUITIES WHICH EXIST
1 1 DEBRIS MUST NOT BE BURIED ON THE SUBJECT SITE AND ALL UNSUITABLE EXCAVATED MATERAL AND DEBRIS (SOLID
WASTE) MUST BE DISPOSED OF IN ACCORDANCE WITH THE REQUIREMENTS OF ANY AND ALL GOVEP"WENTAL AUTHORITIES
WHICH HAVE JURISDICTION OVER THIS PROJECT OR OVER CONTRACTOR
12 THE CONTRACTOR IS RESPONSIBLE FOR IDENTIFYING WHEN SHORING IS REQUIRED AND FOR N'. I-ALLING ALL SHORING
REQUIRED DURING EXCAVATION (TO BE PERFORMED IN ACCORDANCE WITH CURRENT OSHA - -, FANDARDS) AND ANY
ADDITIONAL PRECAUTIONS TO BE -TAKEN TO ASSURE THE STABILITY OF ADJACENT, NEA� ,',-Y AND CONTIGUOUS
STRUCTURES AND PROPERTIES.
13 THE CONTRACTOR IS TO EXERCISE EXTREME CARE WHEN PERFORMING ANY WORK ACT IVITIES ALjACENT TO PAVEMENT,
STRUCTURES, ETC. WHICH ARE TO REMAIN EITHER FOR AN INITIAL PHASE OF THE PROJECT 013,,�S PART OF THE FINAL
CONDITION, CONTRACTOR IS RESPONSIBLE FOR TAKING ALL APPROPRIATE MEASURES REQ:. RED TO ENSURE THE
STRUCTURAL STABILITY OF SIDEWALKS AND PAVEMENT, UTILITIES BUILDINGS. AND INFRASTRL'TURE WHICH ARE TO
REMAIN, AND TO PROVIDE A SAFE WORK AREA FOR THIRD PARTIES, PEDESTRIANS AND ANYOk`_-.. INVOLVED WITH THE
PROJECT.
14 THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING ANY DAMAGE DONE TO ANY NEW OR EXIS-I ,,G 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, BL- NOT BE LIMITED TO
REDESIGN, RE -SURVEY. RE -PERMITTING AND CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE F DIR AND MUST REPLACE
ALL SIGNAL INTERCONNECTION CABLE, WIRING CONDUITS, AND ANY UNDERGROUND ACCESSOR' EQUIPMENT DAMAGED
DURING CONSTRUCTION AND MUST BEAR ALL COSTS ASSOCIATED WITH SAME THE REPAIR --F ANY SUCH NEW OR
EXISTING CONSTRUCTION OR PROPERTY MUST RESTORE SUCH CONSTRUCTION OR PROPE:�TY TO A CONDITION
EQUIVALENT TO OR BETTER THAN THE CONDITIONS PRIOR TO COMMENCEMENT OF THE C UNSTRUCTION, AND IN
CONFORMANCE WITH APPLICABLE CODES, LAWS RULES, REGULATIONS, STATUTORY REQUIREYENTS AND STATUTES.
CONTRACTOR MUST BEAR ALL COSTS ASSOCIATED WITH SAME. CONTRACTOR IS RESPONSIE,,,,:-,- TO DOCUMENT ALL
EXISTING DAMAGE AND TO NOTIFY THE OWNER AND THE CONSTRUCTION MANAGER PRIL',:� TO THE START OF
CONSTRUCTION.
1
15 ALL CONCRETE MUST BE AIR ENTRAINED AND HAVE THE MINIMUM COMPRESSIVE STRENGTH O� 4,000 PSI AT 28 DAYS
UNLESS OTHERWISE NOTED ON THE PLANS, DETAILS AND/OR GEOTECHNICAL REPORT.
15 THE ENGINEER IS NOT RESPONSIBLE FOR CONSTRUCTION METHODS. MEANS, TECHNIQUES OR PF:'_i','EDURES, GENERALLY
OR FOR THE CONSTRUCTION MEAN, METHODS, TECHNIQUES OR PROCEDURES FOR COMPLETION � G- THE WORK DEPICTED
BOTH ON THESE PLANS, AND FOR ANY CONFLICTS/SCOPE REVISIONS WHICH RESULT FROM 1­�MIE, CONTRACTOR IS
RESPONSIBLE FOR DETERMINING THE METHODS/MEANS FOR COMPLETION OF THE WORK PRIOR 7', THE COMMENCEMENT
OF CONSTRUCTION.
17 THE ENGINEER OF RECORD IS NOT RESPONSIBLE FOR JOB SITE SAFETY THE ENGINEER OF F ECORID, HAS NOT BEEN
RETAINED TO PERFORM OR BE RESPONSIBLE FOR JOB SITE SAFETY SAME BEING WHOLLY O-TSIDE OF ENGINEER'S
SERVICES AS RELATED TO THE PROJECT. THE ENGINEER OF RECORD IS NOT RESPONSIBLE TO IDE\1TIFY OR REPORT ANY
JOB SITE SAFETY ISSUES. AT ANY TIME.
18 ALL CONTRACTORS MUST CARRY THE SPECIFIED STATUTORY WORKER'S COMPENSATION N--�JRANCE, EMPLOYER'S
LIABILITY INSURANCE AND LIMITS OF COMMERCIAL GENERAL LIABILITY INSURANCE (CGL� ALL COI�-RACTORS MUST HAVE
THEIR COIL POLICIES ENDORSED TO NAME BOHLER ENGINEERING AND ITS PAST PRESENT -ND FUTURE OWNERS,
OFFICERS, DIRECTORS. PARTNERS, SHAREHOLDERS, MEMBERS, PRINCIPALS, COMMISSIONERE AGENTS, SERVANTS
EMPLOYEES, AFFILIATES. SUBSIDIARIES. AND RELATED ENTITIES, AND ITS SUBCONTRACTORS AND SUBCONSULTAINTS AS
ADDITIONAL NAMED INSURED AND TO PROVIDE CONTRACTUAL LIABILITY COVERAGE SUFFICIEN7 -0 INSURE THIS HOLD
HARMLESS AND INDEMNITY OBLIGATIONS ASSUMED BY THE CONTRACTORS ALL CONTRACTORS �,h'.JST FURNISH BOHLER
ENGINEERING WITH CERTIFICATIONS OF INSURANCE AS EVIDENCE OF THE REQUIRED INSURANCE -_,RIOR TO COMMENCING
WORK AND UPON RENEWAL OF EACH POLICY DURING THE ENTIRE PERIOD OF CONSTRUCTION AN-'- FOR ONE YEAR AFTER
THE COMPLETION OF CONSTRUCTION. IN ADDITION, ALL CONTRACTORS WILL, TO THE FULLEST EX�ENT PERMITTED UNDER
THE LAW INDEMNIFY. DEFEND AND HOLD HARMLESS BOHLER ENGINEERING AND ITS PAST. ��'RESENT AND FUTURE
OWNERS, OFFICERS, DIRECTORS, PARTNERS, SHAREHOLDERS, MEMBERS, PRINCIPALS, COP110ISSIONERS, AGENTS,
SERVANTS, EMPLOYEES, AFFILIATES, SUBSIDIARIES. AND RELATED ENTITIES AND ITS S-BCONTRACTORS AND
SUBCONSULTAINTS FROM AND AGAINST ANY DAMAGES, INJURIES, CLAIMS, ACTIONS, PENALTIE', EXPENSES, PUNITIVE
DAMAGES, TORT DAMAGES, STATUTORY CLAIMS, STATUTORY CAUSES OF ACTION, LOSSES. CAUSE,- DF ACTION, LIABILITIES
OR COSTS, INCLUDING, BUT NOT LIMITED TO, REASONABLE ATTORNEYS'FEES AND DEFENSE COST,� ARISING OUT OF OR IN
ANY WAY CONNECTED WITH OR TO THE PROJECT, INCLUDING ALL CLAIMS BY EMPLOYEES OF -I-E CONTRACTORS, ALL
CLAIMS BY THIRD PARTIES AND ALL CLAIMS RELATED TO THE PROJECT, CONTRACTOR MUS7 NOTIFY ENGINEER, IN
WRITING, AT LEAST THIRTY (30) DAYS PRIOR TO ANY TERMINATION, SUSPENSION OR CHAN,__-1z_ OF ITS INSURANCE
HEREUNDER.
119 BOHLER ENGINEERING WILL REVIEW OR TAKE OTHER APPROPRIATE ACTION ON THE CONTRACTOF 3UBMITTALS, SUCH AS
SHOP DRAWINGS, PRODUCT DATA, SAMPLES, AND OTHER DATA, WHICH THE CONTRACTOR IS REC.)IRED TO SUBMIT. BUT
ONLY FOR THE LIMITED PURPOSE OF CHECKING FOR CONFORMANCE WITH THE DESIGN INTENT ,�ND THE INFORMATION
SHOWN IN THE CONSTRUCTION CONTRACT DOCUMENTS. CONSTRUCTION MEANS AND/CR METHO_'�S AND/OR TECHNIQUES
OR PROCEDURES, COORDINATION OF THE WORK WITH OTHER TRADES. AND CONSTRUCTION SA�:_z TY PRECAUTIONS ARE
THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND BOHLER HAS NO RESPONSIBILITY O�- LIABILITY FOR SAME
HEREUNDER. BOHLER ENGINEERING'S SHOP DRAWING REVIEW WILL BE CONDUCTED WITH REA50NABLE PROMPTNESS
WHILE ALLOWING SUFFICIENT TIME TO PERMIT ADEQUATE REVIEW REVIEWOF A SPECIFIC ITEM M-I,3T NOT INDICATE THAT
BOHLER ENGINEERING HAS REVIEWED THE ENTIRE ASSEMBLY OF WHICH THE ITEM IS A _DMPONENT BOHLER
ENGINEERING WILL NOT BE RESPONSIBLE FOR ANY DEVIATIONS FROM THE CONSTRUCTION DOCL TdENTS NOT PROMPTLY
AND IMMEDIATELY BROUGHT TO ITS ATTENTION, IN WRITING, BY THE CONTRACTOR BOHLER ENC-NEERING WILL NOT BE
REQUIRED TO REVIEW PARTIAL SUBMISSIONS OR THOSE FOR WHICH SUBMISSIONS OF CORRELATE-� TEMS HAVE NOT BEEN
RECEIVED,
20 NEITHER THE PROFESSIONAL ACTIVITIES OF BOHLER ENGINEERING. NOR THE PRESENCE OF 3OHLER ENGINEERING
AND/OR ITS PAST, PRESENT AND FUTURE OWNERS, OFFICERS, DIRECTORS, PARTNERS, SHAP z -HOLDERS, MEMBERS,
PRINCIPALS. COMMISSIONERS, AGENTS, SERVANTS, EMPLOYEES, AFFILIATES, SUBSIDIARIES. AND PELATED ENTITIES, AND
I
ITS SUBCONTRACTORS AND SUBCONSULTANTS AT A CONSTRUCTION/PROJECT SITE, SHALL z: ELIEVE THE GENERAL
CONTRACTOR OF ITS OBLIGATIONS, DUTIES AND RESPONSIBILITIES INCLUDING, BUT NOT LIMIFED TO, CONSTRUCTION
MEANS, METHODS, SEQUENCE, TECHNIQUES OR PROCEDURES NECESSARY FOR PERF�(?,MING, OVERSEEING,
SUPERINTENDING AND COORDINATING THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMIENTS AND COMPLIANCE
ANY HEALTH OR SAFETY PRECAUTIONS REQUIRED BY ANY REGULATORY AGENCIES WITH j,':�ISDICTION OVER THE
PROJECT AND/OR PROPERTY. BOHLER ENGINEERING AND ITS PERSONNEL HAVE NO AUTHO�� �Y TO EXERCISE ANY
CONTROL OVER ANY CONSTRUCTION CONTRACTOR OR ITS EMPLOYEES IN CONNECTION WITH THEF� JVORK OR ANY HEALTH
OR SAFETY PROGRAMS OR PROCEDURES. THE GENERAL CONTRACTOR IS SOLELY RESPONSIBLE :OR JOB SITE SAFETY
BOHLER ENGINEERING SHALL BE INDEMNIFIED BY THE GENERAL CONTRACTOR AND MUST BE ,,AMED AN ADDITIONAL
INSURED UNDER THE GENERAL CONTRACTOR'S POLICIES OF GENERAL LIABILITY INSURANCE A�z DESCRIBED ABOVE IN
NOTE 19 FOR JOB SITE SAFETY,
21 IF THE CONTRACTOR DEVIATES FROM THE PLANS AND SPECIFICATIONS, INCLUDING THE N07E-S CONTAINED HEREIN
WITHOUT FIRST OBTAINING THE PRIOR WRITTEN AUTHORIZATION OF THE ENGINEER FOR S,_'CH DEVIATIONS, THE
CONTRACTOR IS SOLELY RESPONSIBLE FOR THE PAYMENT OF ALL COSTS INCURRED IN CORRE,_-_iNG ANY WORK DONE
'
,,:\USFR�\CBLENDERMANN\APPDATA\LOM\TEMP\ACRUBUSH-5340\NCR151000SDD,DWG PRINTED BY: CBLENDERMANN 12.17.15 0 10:57 AM LAST SAVED
'
'WHICH DEVIATES FROM THE PLANS ALL FINES AND/OR PENALFIES ASSESSED WITH RESP�'_,',T THERETO AND ALL
-
COMPENSATORY OR PUNITIVE DAMAGES RESULTING THEREFROM AND, FURTHER SHALL DEFEN - INDEMNIFY AND HOLD
HARMLESS THE ENGINEER TO THE FULLEST EXTENT PERMIT] ED UNDER THE LAVA IN ACCORDAN' E WITH PARAGRAPH 19
HEREIN FOR AND FROM ALL FEES ATTORNEYS' FEES, DAMAGES, COSTS, JUDGMENTS. PENALTIE: AND THE LIKE RELATED
-TO SAME
22 CONTRACTOR IS RESPONSIBLE FOR MAINTENANCE AND PROTECTION OF TRAFFIC PLAN FOR A_ WORK THAI AFFECTS
PUBLIC TRAVEL EITHER IN THE R.O.VV OR ON SITE. THE COST FOR THIS ITEM MUST BE INCLUDE-- IN THE CONTRACTOR'S
PRICE
23 ALL. SIGNING AND PAVEMENT STRIPING MUST CONFORM TO MANUAL ON UNIFORM TRAFFIC CONJ­k­,�L DEVICES OR LOCALLY
APPROVED SUPPLEMENT
24 ENGINEER IS NOT RESPONSIBLE FOR ANY INJURY OR DAMAGES RESULTING FROM CONTRACTOR ' ' ,, FAILURE 1-0 BUILD OR
CONSTRUCT IN STRICT ACCORDANCE WITH THE APPROVED PLANS. IF CONTRACTOR AND/01P OWNER FAIL BUILD OR
CONSTRUCT IN STRICT ACCORDANCE WITH APPROVED PLANS. THEY AGREE TO JOINTLY AND SE�,;_�RALLY INDEMNIFY AND
HOLD ENGINEER HARMLESS FOR ALL INJURIES AND DAMAGES THAT ENGINEER SUFFERS AND '�'OSTS THAT ENGINEER
INCURS
2 5 OWNER MUST MAINTAIN AND PRESERVE ALL PHYSICAL SITE FEATURES AND DESIGN FEA I CRIES ,'., �-PICTED ON THE PLANS
AND RELATED DOCUMENTS, IN STRICT ACCORDANCE WI I -H THE APPROVED PLAN(S) AND DESIGN -� IqD. FURTHER ENGINEER
IS NOT RESPONSIBLE FOR ANY FAILURE TO SO MAINTAIN OR PRESERVE SITE AND�iOR DESIGN FE�" 'URES IF OWNER FAILS
1 0 MAINTAIN AND/OR PRESERVE ALL PHYSICAL SITE FEATURES AND/OR DESIGN FEAI URES DEPK� 11 ED ON THE PLANS AND
RELATED DOCUMENTS, OWNER AGREES TO INDEMNIFY AND HOLD ENGINEER HARMLESS FOR ALL NJURIES AND DAMAGES
THAI 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, UNLES5� NOTED 01 HERWISE
,
,
2 � ALL CONSTRUCTION AND MATERIALS MUST COMPLY VVITH AND CONFORM 10 APPLICABLE FEDII STATE AND LOCAL
REGULATIONS, LAWS. ORDINANCES, RULES AND CODES. AND ALL APPLICABLE OSHA REQUIREMEN 7'�'
28 CONTRACTOR AND OWNER MUST INSTALL ALL ELEMENTS AND COMPONENTS IN STRICT _IOMPLIANCE WIT - ILI AND
ACCORDANCE WITH MANUFACTURER'S STANDARDS AND RECOMMENDED INSTALLATION CRITERIA ,�,ND SPECIFICATIONS IF
CONTRACTOR AND/OR OWNER FAIL 1-0 DO SO, THEY AGREE TO JOINTLY AND SEVERALLY INDEMN �_Y AND HOLD ENGINEER
HARMLESS FOR ALL INJURIES AND DAMAGES THAT ENGINEER SUFFERS AND COSTS THAT ENGINEEIR INCURS AS A RESULT
OF SAID FAILURE.
29 CONTRACTOR IS RESPONSIBLE TO MAINTAIN ON-SITE STORMWA T ER POLL UTI ON PREVEN - ON PLAN f,SVVPPP) IN
. I
COMPLIANCE WITH EPA REQUIREMENTS FOR SITES WHERE ONE (1) ACRE OR MORE (UNLESS 7-1E LOCAL JURISDICTION
REQUIRES FEWER) IS DISTURBED BY CONSTRUCTION ACTIVI TIES CONTRACTOR IS RESPONSIBiI TO ENSURE THAT ALL
ACTIVITIES INCLUDING THOSE OF SUBCONTRACTORS, ARE IN COMPLIANCE WITH THE SWPPP INC_ )DING BUT NOT LIMITED
-10 LOGGING ACTIVITIES (MINIMUM ONCE PER WEEK AND AFTER RAINFALL EVENTS� AND COP'--ECTIVE MEASURES, AS
APPROPRIATE
30 AS CONTAINED IN THESE DRAWINGS AND ASSOCIATED APPLICATION DOCUMENTS PREPAP�D BY THE SIGNATORY
PROFESSIONAL ENGINEER, THE USE OF THE WORDS CERTIFY OR CERTIFICATION CONSTITU-'ES AN EXPRESSION OF
PROFESSIONAL OPINIOW REGARDING THE INFORMATION WHICH IS THE SUBJECT OF THE UNDE_-:�SIGNED PROFESSIONAL
KNOWLEDGE OR BELIEF AND IN ACCORDANCE WITH COMMON ACCEPTED PROCEDURE CONSISTE,,, ' WITH THE APPLICABLE
STANDARDS OF PRACTICE. AND DOES NOT CONSTITUTE A WARRANTY OR GUARANTEE Ell HER EXP --`.ESSED OR IMPLIED
-
__1 t I 1"FILITY Nkf_,)NTE1__1
6 1,"N" 1_," R-' L (4, R,`� -1) IN G & I - ___
,- _________
I LOCATIONS OF ALL EXISTING AND PROPOSED SERVICES ARE APPROXIMATE AND MUSI BE INDF_,,;,�ENDENILY CONFIRMED
VVITH LOCAL UTILITY COMPANIES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION OR EXCAV�'!ON SANITARYSEWER
AND ALL OTHER UTILITY SERVICE CONNECTION POINTS MUST BE INDEPENDENTLY CONFIRMED BY "HE CONTRACTOR IN THE
F -ELY BE REPORTED. IN
I ELD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION ALL DISCREPANCIES MUST IMMED�,' � I
WRITING TO THE ENGINEER T COMMENCE BEGINNING AT THE L.OVI"_`,ST INVERT (POINT OF
CONNECTION) AND PROGRESS UP GRADIENT. PROPOSED INTERFACE POINTS (CROSSINGS) WITH ', - ,AISTING UNDERGROUND
'
'
UTILII IES SHALL BE FIELD VERIFIED BY TEST PIT PRIOR TO COMMENCEMENT OF CONSTRUCTION
2 CONTRACTOR MUST VERTICALLY AND HORIZONTALLY LOCAL E ALL UJILITIES AND SERVICES INC,.,, .DING, BUT NOT LIMITED
TO GAS WATER, ELECTRIC. SANITARY AND STORM SEWER. TELEPHONE, CABLE FIBER OPTIC ',ABLE, ETC �AJITHIN -THE
I�IMI IS OF DISTURBANCE OR WORK SPACE, WHICHEVER IS GREATER THE CONTRACTOR MLj',' USE REFER TO, AND
COMPLY WITH THE REQUIREMENTS OF THE APPLICABLE UTILITY NOTIFICATION SYSTEM TO LOCATE ALL THE
UNDERGROUND UTILITIES. THE CONTRACTOR IS RESPONSIBLE IFOR REPAIRING ALL DAMAGE TC' ANY EXISTING UTILITIES
DURING CONSTRUCTION AT NO COST TO THE OWNER CONTRACTOR SHALL BEAR ALL COSTS A��',,,OCIATED WITH DAMAGE
-I- IES DURING CONSTRUCTION.
TO ANY EXI STING UTI LI f
3 1 1 IS THE CONTRACTOR'S RESPONSIBILITY 1-0 REVIEW ALL CONSTRUCTION CONTRAC-1 DOCUME,", �S INCLUDING. BU F NO I
LIMITED TO, ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH -THE PROJECT WO,1'-_11 SCOPE PRIOR TO -THE
INITIAT ION AND COMMENCEMENT OF CONSTRUCTION, SHOULD THE CONTRACTOR FIND A CONFLK,' ANID/OR DISCREPANCY
BE _'AFEN THE DOCUMENTS RELATIVE TO I -HE SPECIFICATIONS OR THE RELATIVE OR APPLICABi- �,, CODES. REGULATIONS,
LAWS RULES, STATUTES AND/OR ORDINANCES, IT IS THE CONTRACTOR�S SOLE RESPONSIBILITY 'O, NOTIFY THE PROJECT
ENGINEER OF RECORD, IN WRITING, OF SAID CONFLICT AND/OR DISCREPANCY PRIOR TO THE S -ART OF CONSTRUCTION
CONTRACTOR'S FAILURE TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUTE CONTRACTO�­'.) FULL AND COMPLETE
ACCEPTANCE OF ALL RESPONSIBILITY TO COMPLETE THE SCOPE OF WORK AS DEFINED BY THE 'DRAWINGS AND IN FULL
I
.1
COMPLIANCE WITH ALL FEDERAL STATE AND LOCAL REGULATIONS LAWS. STATUTES, ORDIN.k1'4CES AND CODES AND
FURTHER. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COSTS ASSOCIATED WITH SAME,
4 1 HE CONTRACTOR MUST LOCATE AND CLEARLY AND UNAMBIGUOUSLY DEFINE VERTICALLY AND H,',RIZONTALLY ALL ACTIVE
AND INACTIVE UTILITY AND/OR SERVICE SYSTEMS THAT ARE TO BE REMOVED THE CONTRAG -)R IS RESPONSIBLE TO
, I AND MAINTAIN ALL ACTIVE AND INACTIVE SYSTEMS THAT ARE NOT BEING REMOVEDI�',;10CATED DURING SITE
PRO TECT
ACTIVITY.
5 � HE. CONI RACTOR MUST FAMILIARIZE ITSELF WITH THE APPLICABLE UTILITY SERVICE PROVFDE�- REQUIREMENTS AND IS
I ENTIFIED OR REQi, RED FOR THE PROJECT,
RESPONSIBLE FOR ALL COORDINATION REGARDING UTILITY DEMOLITION AS IDE
!HE CONTRACTOR MUST PROVIDE THE OWNER WITH WRITTEN NOTIFICATION THAI- THE EXISTINC jTILITIES AND SERVICES
HAVE BEEN TERMINATED AND ABANDONED IN ACCORDANCE WITH THE JURISDICTION -I` - 4D UTILITY COMPANY
�- ;�
REQUIREMENTS AND ALL OTHER APPLICABLE REQUIREMENTS, RULES, STATUTES, LAWS, ORDINAN _'S AND CODES
5 1 HE CON TRACTOR MUST INSTALL ALL STORM SEWER AND SANITARY SEWER COMPONENTS WHIG-, FUNCTION BY GRAVITY
PRIOR TO THE INSTALLATION OF ALL OTHER UTILITIES,
-1 CONIRACTOR IS RESPONSIBLE FOR COORDINATION OF SITE PLAN DOCUMENTS AND ARCHITECTI,:�Al_ DESIGN FOR EXACT
I
BUILDING UTILITY CONNECTION LOCATIONS, GREASE TRAP REQUIREMENTS/DEFAILS, DOOR -'�"CESS. AND EXTERIOR
GRADING THE ARCHITECT WILL DETERMINE THE UTILITY SERVICE SIZES. THE CONTRAC--)R MUST COORDINATE
INSTALLATION OF U-1-ILITlES/SERVICES WITH THE INDIVIDUAL COMPANIES, TO AVOID CONFLICT-, AND TO ENSURE THAT
ACHIEVED, THE CONTRACTOR IS RESPONSIBLE FOR ENSURING TH,�' INSTALLATION OF ALL
IMPROVEMENTS COMPLIES WITH ALL UTILITY REQUIREMENTS WITH JURISDICTION AND/OR CONTR',)L OF THE SITE, AND ALL
0 !-HER APPLICABLE REQUIREMENTS, RULES, STATUTES. LAWS ORDINANCES AND CODES AND, `_:�THER, IS RESPONSIBLE
FOR -0 THE E/ STING UTILITY/SERVICE
, COORDINATING THE UTILITY rIE-INS/CONNECTIONS PRIOR FO CONNECTING I
WHERE A CONFLICT(S) EXISTS BETWEEN THESE SITE PLANS AND THE ARCHI TECTURAL PLANS, OF' ,IVHERE ARCH[ IFECTURAL
PLAN UTILITY CONNECTION POINTS DIFFER, THE CONTRACTOR MUST IMMEDIATELY NOTIFY THE E",',61NEER, IN WRITING AND
PRIOR TO CONSTRUCTION, RESOLVE SAME,
1
8 WAFER SERVICE MATERIALS BURIAL DEPTH, AND COVER REQUIREMENTS MUST BE SPECIFIE:_ BY THE LOCAL. UTILITY
COMPANY CONTRACTOR'S PRICE FOR WATER SERVICE MUST INCLUDE ALL FEES, COSTS AND AP,�- JRTENANCES REQUIRED
�
BY THE UTILITY TO PROVIDE FULL AND COMPLETE WORKING SERVICE. CONTRACTOR MUST C'-,T4TACT THE APPLICABLE
MUNICIPALITY TO CONFIRM THE PROPER WATER METER AND VAULT PRIOR TO COMMENCING COW, I'RUCTION
� AL_ NEW UTILITIES,,SERVICES. INCLUDING ELECTRIC, TELEPHONE CABLE TV, ETC, ARE 10 BE IN', �ALLED UNDERGROUND
ALL NEW UTILITIES/SERVICES MUST BE INSTALLED IN ACCORDANCE WITH THE UTILITYiSERVICE ',-'ROVIDER INSTALLATION
SPECIFICATIONS AND STANDARDS.
10 SlIE GRADING MUST BE PERFORMED IN ACCORDANCE WITH THESE PLANS AND SP11,-,�.,',,11FICATIONS AND THE
RECOMMENDATIONS SET FORTH IN THE GEOTECHNICAL REPORT REFERENCED IN THIS PLAN SE" THE CONTRACTOR IS
RESPONSIBLE FOR REMOVING AND REPLACING UNSUITABLE MATERIALS WITH SUITABLE MATERh-', _S AS SPECIFIED IN THE
GEOTECHNICAL REPORT. ALL EXCAVATED OR FILLED AREAS MUST BE COMPACTED AS OUTLINED IN THE GEOTECHNICAL
REPORT MOISTURE CONTENI AT TIME OF PLACEMENT MUST BE SUBMITTED IN A COMPACTION ,';EPORT PREPARED BY A
QUALIFIED GEOTECHINICAL ENGINEER, REGISTERED WITH THE STATE WHERE THE WORK IS PERF '_�RMED, VERIFYING THAT
ALL FILLED AREAS AND SUBGRADE AREAS WITHIN THE BUILDING PAD AREA AND AREAS TC, BE PAVED HAVE BEEN
COMPACTED IN ACCORDANCE WITH THESE PLANS. SPECIFICATIONS AND THE RECOMMENIDAT,'_�NS SET FORTH IN THE
GEOTECHNICAL REPORT AND ALL APPLICABLE REQUIREMENTS, RULES, STATUTES LAWS. CI'-'-DINANCES AND CODES,
SUBBASE MATERIAL FOR SIDEWALKS, CURB, OR ASPHALT MUST BE FREE OF ORGANICS �,'VID OTHER UNSUITABLE
MAT, ERIALS SHOULD SUBBASE BE DEEMED UNSUITABLE BY OWNER/DEVELOPER 0:� OWNER/DEVELOPER'S
REPRESENTATIVE, SUBBASE IS TO BE REMOVED AND FILLED WITH APPROVED FILL MATERIAL COM,� ACTED AS DIRECTED BY
THE GEOTECHNICAL REPORT EARTHWORK ACTIVITIES INCLUDING, BUT NOT LIMITED 1-0. EXC­VATION, BACKIFILL AND
COMPACTING MUST COMPLY WITH THE RECOMMENDAT IONS IN THE GEOTECHNICAL REPOF- AND ALL APPLICABLE
REQUIREMENTS, RULES. STATUTES, LAWS, ORDINANCES AND CODES. EARTHWORK ACIFIVIFIES Y�UST COMPLY WITH THE
STANDARD STATE DOT SPECIFICATIONS FOR ROADWAY CONSTRUCTION (LATEST EDITION) ANI,__ ANY AMENDMENTS OR
REVISIONS THERETO.
1 1 ALL �ILL COMPACILON. AND BACKFILL MATERIALS REQUIRED FOR UTILITY INSTALLATION IJIUST BE AS PER -THE
RECOMMENDATIONS PROVIDED IN THE GEOTECHNICAL REPORT AND MUST BE COORDINATE- WITH THE APPLICABLE
UTILITY COMPANY SPECIFICATIONS WHEN THE PROJECT DOES NOT HAVE GEOTECHNICAL RECC,,1,4MENDATIONS FILLAND
COMPACT ION MUST, AT A MINIMUM, COMPLY WITH THE STATE DOT REQUIREMENTS AND SPECIFIC, -"i IONS AND CONSULTANT
SHALL HAVE NO LIABILITY OR RESPONSIBILITY FOR OR AS RELATED TO FILL, COMPACTION A.'ID BACKII::11-1- FURTHER
CONTRACTOR IS FULLY RESPONSIBLE FOR EARTHWORK BALANCE,
12 THE CONTRACTOR MUST COMPLY, TO -THE FULLEST EXTENT. WITH THE LATEST OSHA SFAND-,.'-,,DS AND REGULATIONS,
AND/OR ANY OTHER AGENCY WITH JURISDICTION FOR EXCAVATION AND TRENCHING PROCEDUR, �_- S THE CONTRACT OR IS
RESPONSIBLE FOR DETERMINING THE "MEANS AND METHODS' REQUIRED TO MEEI THE 1NT`_-.`qT AND PERFORMANCE
CRIF-ERIA OF OSHA, AS WELL AS ANY OTHER ENTITY THAT HAS JURISDICTION FOR EXCAVA' 'DN AND/OR TRENCHING
NSULTANT SHALL HAVE NO RESPONSIBILITY FOR OR AS RELATED F_'R OR AS RELATED 10
EXCAVATION AND TRENCHING PROCEDURES.
13 PAVEMENT MUST BE SAW CUT IN s rRAIGHT LINES. AND EXCEPT FOR EDGE OF BUTT JOINTS, Mi, -, F EXTEND To -I HE FULL
OFF 1H OF THE EXISTING PAVEMENT. ALL DEBRIS FROM REMOVAL OPERATIONS MUST BE REMOV--'..) FROM THE SITE AT THE
I IME OF EXCAVATION. STOCKPILING OF DEBRIS WILL NOT BE PERMITTED
14 THE TOPS OF EXISTING MANHOLES, INLET STRUCTURES, AND SANITARY CLEANOUT TOPS YUST BE ADJUSFED, AS
NECESSARY. TO MATCH PROPOSED GRADES IN ACCORDANCE WITH ALL APPLICABLE STANDARD�, REQUIREMENTS, RULES
STATUTES LAWS. ORDINANCES AND CODES.
,
,
'15 DURING I HE INSTALLATION OF SANITARY SEWER, STORM SEWER, AND ALL UTILITIES, THE CONTF�,'-,CTOR MUST MAINTAIN A
CONTEMPORANEOUS AND THOROUGH RECORD OF CONSTRUCTION TO IDENTIFY THE AS-INST/-�_ED LOCATIONS OF ALL
UNDERGROUND INFRASTRUCTURE THE CONTRACTOR MUS I CAREFULLY NOT E ANY INSTALLAI: -, NS THAT DEVIATE FROM
T HF INFORMATION CONTAINED IN THE UTILITY PLAN THIS RECORD MUST BE KEPT ON A CLEAN __OPY OF THE SITE PLAN
WHICH CONTRACTOR MUST PROMPTLY PROVIDE TO THE OWNER AT THE COMPLETION OF WORK
1,6 WHEN THE SITE IMPROVEMENT PLANS INVOLVE MULTIPLE BUILDINGS, SOME OF WHICH MAY BE 6L - I AT A LATER DATI E I HE,
CONTRACTOR MUST EXI END ALL LINES INCLUDING BUT NOT LIMITED TO STORM SEWER, SANITAI­ � SEWER. UTILITIES AND
IRRIGATION LINE, TO A POINT AT LEAST FIVE (5) FEET BEYOND THE PAVED AREAS FOR VVH�,_Id THE CONTRACTOR IS
RESPONSIBLE, CONTRACTOR MUST CAP ENDS AS APPROPRIATE, MARK LOCAJIONS WITH A 2,,14, AND MUST NOTE THE
LOCATI ON OF ALL OF THE ABOVE ON A CLEAN 'COPY OF THE S I TE PLAN. WHICH CONTRACTOR MUST PROMPTLY PROVIDE TO
[HE OWNER UPON COMPLETION OF THE WORK
I
1 � -'[-IF CONTRAC[OR IS FULLY RESPONSIBLE FOR VERIFICATION OF EXISTING TOPOGRAPHIC INFORMATION AND UTILITY
I I _ �
INVERT ELEVATIONS PRIOR TO COMMENCING ANY CONSTRUCTION CONTRACTOR MUST CONFIRM AND ENSURE 075%
MINIMUM SLOPE AGAINS F ALL ISLANDS GUTTERS AND CURBS, 1 OV, ON ALL CONCRETE SURFACES, AND 1 5% MINIMUM ON
ASPHALT (EXCEPT 'WHERE ADA REQUIREMENT S LIMIT GRADES), TO PREVENT PONDING, CONTRACTOR MUST IMMEDIATELY
-
,
IDENTIFY IN WRITING 1 0 11 HE 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 NOTITICATION MUST BE AT THE CON FRACTOR'S OWN RISK AND. FURTHER, CONTRACTOR SHALL INDEMNIFY
DEFEND AND HOLD HARMLESS 'I HE DESIGN ENGINEER FOR ANY DAMAGES. COSTS, INJURIES ATTORNEY'S FEES AND THE
LIKE \A/HICH RESULT FROM SAME.
18 PROPOSED 1 OR OF CURB E_-LEVAI IONS -1 RE GENERALLY 6 ABOVE EXISTING LOCAL ASPHAL I GRADE UNLESS OTHERWISE
NOTE[) FIELD ADJUST TO CREATE A MINIMUM OF 0 75�,o GUTTER GRADE ALONG CURB FACE IT IS CONTRACTOR'S
OBLIGATION 10 ENSURE THAT DESIGN ENGINEER APPROVES FINAL CURBING CUT SHEETS PRIOR TO INSTALLATION OF
SAME
1'j REFER To SI-TIv- PLAN __OR,-�DDI HON " L N 0 T ES
� - 11 I
20 IN 'HE. I-VENI OF DISCREPANCIES �\ND�OR CONFLICTS BETWEEN PLANS OR RELATIVE 1-0 OTHER PLANS, -THE SITE PLAN
WILL]AKE PRECEDENCEA'ND CONTROL CONTRACTOR MUST IMMEDIATELY NOTIFYTHE DESIGN ENGINEER, IN WRITING, OF
ANY DISCREPANCIES AND OR CONI-IUCTS
�, I - � EQUIRED I,',.-) SECURE ALL NECESSARY AND/OR REQUIRED PERMITS AND APPROVALS FOR ALL. OFF
41 CONTRACTOR MUST R I
SITE MATERIAL SOURCES AND DISPOSAL FACILITIES CONTRACTOR MUST SUPPLY A COPY OF APPROVALS TO ENGINEER
AND OWNER PRIOR I 0 INIJ AT ING WORK ANYWORK
22 v\/HERE RETAINING IWALLS WHE FHER OR NO I _11 -HEY MEET -I HE JURISDICTIONAL DEFINITION) ARE IDENTIFIED ON PLANS
ELEVATIONS IDENTIFIED ARE FOR I HE EXPOSED PORTION OF THE WALL, WALL FOCI INGS/FOUNDATION ELEVATIONS ARE
NOT !DEN I IFIED HEREIN AND ARE TO BE SET/DE_I ERMINED BY THE CONTRACTOR BASED ON FINAL STRUCTURAL DESIGN
SHOP DRAWINGS PREPARED BY THE APPROPRIATE PROFESSIONAL LICENSED IN THE STATE WHERE THE CONSTRUCTION
OCCURS
2 3 STORM DRAINAGE PIPE
UNLESS INDICATED OTHERWISE ALL S -I - ORM SEWER PIPE MUST BE REINFORCED CONCRETE PIPE (RCP) CLASS Ill WITH
'WATER TIGHT JOIN I S UNLESS INDICATED OTHERWISE 'WHEN HIGH-DENSITY POLYETHYLENE PIPE (HOPE) IS CALLED FOR
ON 1 HE PLANS 11 MUST CONFORM TO AASTITO M294 AND TYPE S (SMOOTH INTERIOR WITH ANGULAR CORRUGATIONS) VVITH
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 TvIuSI 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.
2 5 STORM AND SANITARY SE'VVER PIPE LENGT_HS INDICATED ARE NOMINAL AND MEASURED CENTER OF INLET AND/OR
MANHOLES STRUCTURE 1 0 CENTER OF STRUCTURE.
26 STORMVVATER ROOI- DRAIN LOCAIIIONS ARE BASED ON PRELIMINARY ARCHITECTURAL PLANS CONTRACTOR IS
RESPONSIBLE TO AND ,FOR VERIFYING LOCATIONS OF SAME BASED ON FINAL ARCHITECTURAL PLANS.
2/ SEWERS CROSSING STRE,ANIS /�ND�OR LOCATION VVITHIN 10 FEET OF THE STREAM EMBANKMENT. OR WHERE SITE
CONDITIONS SO INDICATE MUS -1 BE CONSTRUCTED OF STEEL, REINFORCED CONCRETE DUCTILE IRON OR OTHER
SUITABLE MATERIAL
2 8 SEWERS CONVEYING SANITARY FLOW COMBINED SANITARY AND STORMWATER FLOW OR INDUSTRIAL FLOW MUST BE
SEPARATED FROMWATER MAINS BY A DISTANCE OF AT LEAST 10 FEET HORIZONTALLY. IF SUCH LATERAL SEPARATION IS
NOT POSSIBLE THE PIPES MUS 'I 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
LEAS] 10 FEET ON E-OHER SIDE OF YFHE CROSSING. IN ADDITION ONE FULL LENGTH OF SEWER PIPE SHOULD BE
LOCATED SO BOTH jOINTS vVILL BE AS FAR FROM THE WATER LINE AS POSSIBLE. WHERE A WATER MAIN CROSSES
UNDER A SEWER ADEQUA',E STRUCTURAL SUPPORT FOR THE SEWER MUST BE PROVIDED
29 WATER MAIN PIPING MUST BE NS'ALLED IN ACCORDANCE WITH THE REQUIREMENTS AND SPECIFICATIONS OF THE LOCAL
WATER PURVEYOR IN THE._`�BSENCE OF- SUCH REQUIREMENTS WATER MAIN PIPING MUST BE CEMENT -LINED DUCTILE IRON
-
,DIP) MINIMUM CLASS '62 THICKNESS ALL PIPE AND APPURTENANCES MUST COMPLY WITH THE APPLICABLE AWWA
STANDARDS IN EFFECT A' -THE TIME OF APPLICATION
i �
30 CONTRACTOR NIUSI ENSURE ILTAI ALL UI;1L ITY TRENCHES LOCATED IN EXISJING PAVED ROADWAYS INCLUDING SEWER.
I I
WATER AND SIORM SYSTEMS MOST BE REPAIRED IN ACCORDANCE WITH REFERENCED MUNICIPAL. COUNTY AND/OR
STATE DETAILS AS APPLICABLE- CONfRACTOR MUST COORDINATE INSPECTION AND APPROVAL OF COMPLETED WORK
',j'VITH THE AGENCY WITH jURiSDIC-I ION OVER SAME
3 I WHERE BASEMEN IS ARE TO BE PROVIDED 11 OR PROPOSED DWELLING UNITS, THE DEVELOPER SHALL, BY BORING OR BY
I I -
JEST 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
I
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 10 THE CONNECTION TO THE STORM DRAIN IN ORDER THAT BLOCKAGES CAN BE
32 FOR SINGLE AND F\VjO-I_AMLY N'ESIDEWLAL 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 LOWES� AND MLI - ST PROVIDE POSITIVE DRAINAGE (20,0' MIN) AWAY FROM DWELLING. ALL
CONSTRUCTION INCLUDING GRADING, MUSI COMPLY Wl I -H THE LATEST LOCAL AND STATE BUILDING CODE AND ALL OTHER
APPLICABLE REQUIREMEN I -S RINLES, STATUTES, LAWS, ORDINANCES AND CODES
", 3 LOCAL !ON OF PROPOSED U T!Lj I Y POLE ,RELOCATION IS AT THE SOLE DISCRETION OF UTILITY COMPANY.
34 C-ONSLJL1,­\NT IS NEI THEIR LIABLE NOR ImESPONSIBLE FOR ANY SUBSURFACE CONDITIONS AND FURTHER, SHALL HAVE NO
LIABILITY FOR ANY HAZARDOUS I'VIATERIALS HAZARDOUS SUBSTANCES, OR POLLUTANTS ON, ABOUT OR UNDER THE
PROPERTY
---.------ ------.--
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SLIDE 388-A
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1500 SUN[ -1Y DRIVE, SUITE 101
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RALEIGH 'v-,27607
PARCEL 705 U S w SUSINESS
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CITY OF Ri ;KINGHAM
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RICHMONI BOUNTY, NORTH CAROLINA
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ZONE/ B-3. (4IGIiWAY 6U_- VESS)
40
USE
MISCELLANEOUS SALES OR SE.PACE [ARTICLE 31 ® PERMITTED
PRODUCE MARKET [ARTICLE 3X -, PERMITTED
5,
BULK REQUIREMENTS DRC?. 9-4.14]:
I B-3 HIGHWAY BUSINESS REQUIRED
PROPOSE[
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I:IIN' LCT AREA- 7,000 SF
5,03 AC (219193 SF)
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MIN LCT WIDTH" 70 FT
182.56
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CBI,1 LUNG SETBACKS
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I,IIN FRONT YARD SETBACK 30 FT
49.1'
I�
MIN S'' YARD SETBACK 10 FT
I DE
11,01
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,,l?N REAR YARD SETBACK 01`1
19.2
�f
IIPARK'NG SETBACKS
,
NIIN FRONT YARD SETBACK 10 FT
I'
10.2'
PS
I.4 N DE YARD SETBACK 5 FT
i .,
42:0
NI N REAR YARD SETBACK 5 FT
78.3
RESIDENTIAL BUFFERS
SUE YARD BUFFER 15 FT
N/A,
REAR YARD BUFFER 20 FT
N/A
MAX BUILDING HEIGHT 60 FT
33'
N A = NOT APPLICABLE NAS - NOT SPECIFIED (V) VARIANCE (W) - WAIVER (E) = EXISTING NON-CONFORMANCE
TBD =TO BE DETERMINED (C)=COMPLIES
6,
PARKING SUMMARY':
NUMBER OF PARKING SPACES: i OUIRED:
REQUIRED:
RETAIL AREA. i SPACE _')0 SF GROSS FLOOR AREA x 36,170 SF
MGP GROCERY STORE =181 SPACES
DISCUSSIONS WITH THE,, -TY OF ROCKINGHAM PLANNER = 154 SPACES REQUIRED
PROPOSED.
TOTAL PROPOSED PARb `IG = 150 SPACES (4 15 /1,000 SF OF GROSS FLOOR AREA) (COMPLIES)
NUMBER OF ACCE$SI LE SPAvES REQUIRED:
CODE REQUIREMENT (511011! y, SPACES):
5 SPACES
PROPOSED:
6 SPACES (1 VAN) (COMP�IES)
[SEC' 10 t)7) FOR 90 DEGREE F!IRKING SPACES.
REQUIRED
PROPOSED
r•
'G E-A,AY TRAFFIC FLOW
N 12FEET
24 FEET(COMPLIES)
T;\'C ,hAY TRAFFIC FLOW 20 FEET
24 FEET (COMPLIES)
PARK NG SPACE DIMENSION
REQUIRE# 'X 18' PROPOSED; 10'X 18' (MINIMUM) (COMPLIES)
A'
LOADINSREQUIREMENTSSE[ IC '0.131:
REOUIRED
PROPOSED
v.PIG ROF LOADING SPACES 2
2 (COMPLIES)
S ZE Or LOADING SPACE 12 x 55'
14'x 85` (COMPLIES) I
:ONCRETE JOINTING AND FILLERS TL`BE
OhIPLE 1 Ep PER DETAIL AND SPECIE AT*INS.
e SEE SHEET C-1 1 FOR ALL GE`iERAL NOTES
e ALL CURB RADII SHAW BE 5' . FILESS OTHERWISE
INDICATED ON PLAN
e ALL DIMENSIONS ARE SHOWI, FROM FACE OF CURB
(O FACE OF CURB UNLESS C. `HERWSE NOTED
e ALL CONSTRUCTION WITHIN -THE NCDOT
RIGHT-OF-WAY SHALL COMP, WITH THE MOST
CURRENT EDITION OF NCDO` CONSTRUCTION
STANDARDS & SPEC]FICATIC,I;S
0,
40 20 10 a 49
1"=40'
DELNEATES PROP.;SED HEAVY
DUTY ASPHALT PA ,. EMENT
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- DELINEATES PROFwSED
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W
DELINEATES PROF:,SED STANDARD DUTY
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OhIPLE 1 Ep PER DETAIL AND SPECIE AT*INS.
e SEE SHEET C-1 1 FOR ALL GE`iERAL NOTES
e ALL CURB RADII SHAW BE 5' . FILESS OTHERWISE
INDICATED ON PLAN
e ALL DIMENSIONS ARE SHOWI, FROM FACE OF CURB
(O FACE OF CURB UNLESS C. `HERWSE NOTED
e ALL CONSTRUCTION WITHIN -THE NCDOT
RIGHT-OF-WAY SHALL COMP, WITH THE MOST
CURRENT EDITION OF NCDO` CONSTRUCTION
STANDARDS & SPEC]FICATIC,I;S
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40 20 10 a 49
1"=40'
REVISIONS
REV' DATE COMMENT BY
# 7
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ALWAYS CALL 811
BEFORE
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NOT APPROVED rl
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ROCKINGMAM
GROCERY
T-101
NG PLLC NCBELS P 1132
4011 WESTCHASE BLVD., SUITE 290
LIFE, NC 27607
Phone: [phone]
Fax: [phone]
[e-mail]
SHEET TITLE:
SITE PLAN
SHEET NUMBER:
C-3,0
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NOT APPROVED rl
I
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ROCKINGMAM
GROCERY
T-101
NG PLLC NCBELS P 1132
4011 WESTCHASE BLVD., SUITE 290
LIFE, NC 27607
Phone: [phone]
Fax: [phone]
[e-mail]
SHEET TITLE:
SITE PLAN
SHEET NUMBER:
C-3,0

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A-EA'k TO �1120NTRACTAOR
CONTRACTORS MILIST EXERCISE APPROPRIATE C -',FE AND PRECISION 1N CONSTRUCTION OF ADA (HANDICAP)
ACCESSIBLE COMPONENTS AND ACCESS ROUTES P':)R THE SITE. THESE COMPONENTS, AS CONSTRUCTED, MUST
COMPLY WITH I HE CURRENT ADA STANDARDS AND F'_EGULATIONS'BARRIER FREE ACCESS AND ANY MODIFICATIONS,
REVISIONS OR LIJ PDA I ES TO SAME FINISHED SURFA'_:S ALONG THE ACCESSIBLE ROUTE OF TRAVEL FROM PARKING
SPACE, PUBLIC I RANSPORTATION, PEDESTRIAN A_ 'ESS INTER -BUILDING ACCESS, TO POINTS OF ACCESSIBLE
BUILDINGENTIRANCE,'EXIT MUST COMPLY WITH THEE ADA CODE REQUIREMENTS. THESE INCLUDE, BUT ARE NOT
LIMITED TOTFIE FOLLO\,VING
• PARKING SPACES AND PARKING AISLES - SLOPE _"ALL NOT EXCEED 1:50 (1/4" PER FOOT OR NOMINALLY 2.0%) IN
ANY DIREC-1 ION
• CURB RAMPS -SLOPE MUST NOT EXCEED 1,12 (8 :l FOR A MAXIMUM OF SIX (6) FEET.
• LANDINGS - INTUS! B_ PROVIDED AT EACH END 0` RAMPS, MUST PROVIDE POSITIVE DRAINAGE, AND MUST NOT
EXCEED 1 50 0,14 PER FOOT OR NOMINALLY 2.0%) ,Ii ANY DIREC i -ION.
• PATH OF 'FRAVIEF ALONG ACCESSIBLE ROUTE - ML � T PROVIDE A 36 -INCH OR GREATER UNOBSTRUCTED WIDTH OF
-TRAVEL. tCAR OVERHANGS AND/OR HANDRAILS C%='SNOT REDUCE THIS MINIMUM WIDTH). THE SLOPE MUST BE No
GREATER THAN 1 20 f5 (Y",) IN THE DIRECTION C_1:: 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 f!O A MAXIMUM SLOPE OF 112 (8,3FOR A MAXIMUM RISE OF 2.5 FEET, MUST BE PROVIDED, THE
RAMP MUST HAVE ADA HAND RAILS AND "LEVEL. -ANDINGS ON EACH END THAT ARE CROSS SLOPED No
FHAN1.b0ANANYDI,RECTION (1i4 PER FOOT OR N%GMINAILLY 2.0%) FOR POSITIVE DRAINAGE.
• DOORWAYS-MUSI HAVE LEVEL LANDING ARE,-- ON THE EXTERIOR SIDE OF THE DOOR THAT IS SLOPED AWAY
FROM THE DOOR NO MORE THAN 1.50 (1/4' PEP, 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 CDENING CONDITIONS. (SEE ICC/ANSI A117.1-2003 AND OTHER
REFERENCED, INCORPORATED BY COD,)
• WHEN THE PROPOSED CONS TRUCTIONINVOLVES RECONSTRUCTION, MODWICATTON, REVISION OR EXTENSION OF
OR 10 ADA COMPONENTS FROM EXISTING DOC,1:;WAYS OR SURFACES, CONTRACTOR MUST VERIFY EXISTING
cL-VATIONS SH01AdN ON THE PLAN NOTE THAT T43LE405.2 OF THE DEPARTIMENTOF JUSTICE'S ADA STANDARDS
FOR ACCESSIBLE DESIGN ALLOWS FOR STEEPER RAMP SLOPES, IN RARE CIRCUMSTANCES. THE CONTRACTOR
MUST IMM EDIA HELY NOTIFY THE DESIGN ENGINEER OF ANY DISCREPANCIES AND/OR FIELD CONDITIONS THAT
DIFFER IN ANY WAY OR ANY RESPECT FRO+,`,,t WHAT IS SHOWN ON THE PLANS, IN WRITING, BEFORE
COMMENCEMENT OF WORK CONSTRUCTED IMPROVEMENTS MUST FALL WITHIN THE MAXIMUM AND MINIMQM
LIMITA-11-IONS IMPOSED BY THE BARRIER FREE REGaLATIONS AND THE ADA REQUIREMENTS,
• THE CON FRAC [OR MUST VERIFY THE SLOPES OF _.ONTRAICTOR'S, FORMS PRIOR TO POURING CONCRETE. IF ANY
NON-CONFORMANCE IS OBSERVED OR EXISTS, CC= TRACTOR MUST IMMEDIATELY NOTIFY THE ENGINEER PRIOR
TO POURING CONCRETE CONTRACTOR IS RESPONSIBLE FOR ALL COSTS TO REMOVE, REPAIR AND REPLACE
NON-CONFORINIIING CONCRETE
IT IS STRONGLY RECOMMENDED THAT THE CONTRA" 70R REVIEW THE INTENDED INSTRUCT1,0N VVITHTHELOCAL
BUILDING CODE PRIOR TO COMMENCEMENT OF CONSTRUCTION,
(A-111 " \ I) I 'IN' ( I N0 t, I,, IS
STORM AND SANITARY SEWER PIPE LENGTHS INDICATED ARE NOMINAL AND MEASURED CENTER OF INLET AND/OR
MANHOLES STRUCTURE TO CENTER OF STRUC'-CiRE.
CURB REVEALS ARE 6" UNLESS OTHERWISE NO-tD, FLUSH CURB REVEAL IS 0".
SEE SHEET C -1 .i. FOR ALL GENERAL GRADING & JTILITY NOTES,
11 IS RECOMMENDED -HAT THE CONTRACTOR REVIEW THE INTENDED CONSTRUCTION WITH THE LOCAL BUILDING
CODE OFFICIAL PRIOR TO COMMENCING WORK,
m
oft
40 20 10 0 40
1 40'
DRAWN BY:
KRW
265
BTO
DATE:
10/19/15
SCALE:
V = 40'
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<
06
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BREL 0C."EDfEB
—RE1 OCkTED
STREETLIGHT
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A
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-1M � 263,90
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A-EA'k TO �1120NTRACTAOR
CONTRACTORS MILIST EXERCISE APPROPRIATE C -',FE AND PRECISION 1N CONSTRUCTION OF ADA (HANDICAP)
ACCESSIBLE COMPONENTS AND ACCESS ROUTES P':)R THE SITE. THESE COMPONENTS, AS CONSTRUCTED, MUST
COMPLY WITH I HE CURRENT ADA STANDARDS AND F'_EGULATIONS'BARRIER FREE ACCESS AND ANY MODIFICATIONS,
REVISIONS OR LIJ PDA I ES TO SAME FINISHED SURFA'_:S ALONG THE ACCESSIBLE ROUTE OF TRAVEL FROM PARKING
SPACE, PUBLIC I RANSPORTATION, PEDESTRIAN A_ 'ESS INTER -BUILDING ACCESS, TO POINTS OF ACCESSIBLE
BUILDINGENTIRANCE,'EXIT MUST COMPLY WITH THEE ADA CODE REQUIREMENTS. THESE INCLUDE, BUT ARE NOT
LIMITED TOTFIE FOLLO\,VING
• PARKING SPACES AND PARKING AISLES - SLOPE _"ALL NOT EXCEED 1:50 (1/4" PER FOOT OR NOMINALLY 2.0%) IN
ANY DIREC-1 ION
• CURB RAMPS -SLOPE MUST NOT EXCEED 1,12 (8 :l FOR A MAXIMUM OF SIX (6) FEET.
• LANDINGS - INTUS! B_ PROVIDED AT EACH END 0` RAMPS, MUST PROVIDE POSITIVE DRAINAGE, AND MUST NOT
EXCEED 1 50 0,14 PER FOOT OR NOMINALLY 2.0%) ,Ii ANY DIREC i -ION.
• PATH OF 'FRAVIEF ALONG ACCESSIBLE ROUTE - ML � T PROVIDE A 36 -INCH OR GREATER UNOBSTRUCTED WIDTH OF
-TRAVEL. tCAR OVERHANGS AND/OR HANDRAILS C%='SNOT REDUCE THIS MINIMUM WIDTH). THE SLOPE MUST BE No
GREATER THAN 1 20 f5 (Y",) IN THE DIRECTION C_1:: 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 f!O A MAXIMUM SLOPE OF 112 (8,3FOR A MAXIMUM RISE OF 2.5 FEET, MUST BE PROVIDED, THE
RAMP MUST HAVE ADA HAND RAILS AND "LEVEL. -ANDINGS ON EACH END THAT ARE CROSS SLOPED No
FHAN1.b0ANANYDI,RECTION (1i4 PER FOOT OR N%GMINAILLY 2.0%) FOR POSITIVE DRAINAGE.
• DOORWAYS-MUSI HAVE LEVEL LANDING ARE,-- ON THE EXTERIOR SIDE OF THE DOOR THAT IS SLOPED AWAY
FROM THE DOOR NO MORE THAN 1.50 (1/4' PEP, 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 CDENING CONDITIONS. (SEE ICC/ANSI A117.1-2003 AND OTHER
REFERENCED, INCORPORATED BY COD,)
• WHEN THE PROPOSED CONS TRUCTIONINVOLVES RECONSTRUCTION, MODWICATTON, REVISION OR EXTENSION OF
OR 10 ADA COMPONENTS FROM EXISTING DOC,1:;WAYS OR SURFACES, CONTRACTOR MUST VERIFY EXISTING
cL-VATIONS SH01AdN ON THE PLAN NOTE THAT T43LE405.2 OF THE DEPARTIMENTOF JUSTICE'S ADA STANDARDS
FOR ACCESSIBLE DESIGN ALLOWS FOR STEEPER RAMP SLOPES, IN RARE CIRCUMSTANCES. THE CONTRACTOR
MUST IMM EDIA HELY NOTIFY THE DESIGN ENGINEER OF ANY DISCREPANCIES AND/OR FIELD CONDITIONS THAT
DIFFER IN ANY WAY OR ANY RESPECT FRO+,`,,t WHAT IS SHOWN ON THE PLANS, IN WRITING, BEFORE
COMMENCEMENT OF WORK CONSTRUCTED IMPROVEMENTS MUST FALL WITHIN THE MAXIMUM AND MINIMQM
LIMITA-11-IONS IMPOSED BY THE BARRIER FREE REGaLATIONS AND THE ADA REQUIREMENTS,
• THE CON FRAC [OR MUST VERIFY THE SLOPES OF _.ONTRAICTOR'S, FORMS PRIOR TO POURING CONCRETE. IF ANY
NON-CONFORMANCE IS OBSERVED OR EXISTS, CC= TRACTOR MUST IMMEDIATELY NOTIFY THE ENGINEER PRIOR
TO POURING CONCRETE CONTRACTOR IS RESPONSIBLE FOR ALL COSTS TO REMOVE, REPAIR AND REPLACE
NON-CONFORINIIING CONCRETE
IT IS STRONGLY RECOMMENDED THAT THE CONTRA" 70R REVIEW THE INTENDED INSTRUCT1,0N VVITHTHELOCAL
BUILDING CODE PRIOR TO COMMENCEMENT OF CONSTRUCTION,
(A-111 " \ I) I 'IN' ( I N0 t, I,, IS
STORM AND SANITARY SEWER PIPE LENGTHS INDICATED ARE NOMINAL AND MEASURED CENTER OF INLET AND/OR
MANHOLES STRUCTURE TO CENTER OF STRUC'-CiRE.
CURB REVEALS ARE 6" UNLESS OTHERWISE NO-tD, FLUSH CURB REVEAL IS 0".
SEE SHEET C -1 .i. FOR ALL GENERAL GRADING & JTILITY NOTES,
11 IS RECOMMENDED -HAT THE CONTRACTOR REVIEW THE INTENDED CONSTRUCTION WITH THE LOCAL BUILDING
CODE OFFICIAL PRIOR TO COMMENCING WORK,
m
oft
40 20 10 0 40
1 40'
vuW7T111TT_R7�'I
ALWAYS CAL*L OU 811
BEFOR1 E YOU DIG
it's fast. it's free. Its the law.
PROJECT No., NCRI51000
DRAWN BY:
KRW
CHECKED BY:
BTO
DATE:
10/19/15
SCALE:
V = 40'
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REVISIONS
REV
DATE
COMMENT
BY
vuW7T111TT_R7�'I
ALWAYS CAL*L OU 811
BEFOR1 E YOU DIG
it's fast. it's free. Its the law.
PROJECT No., NCRI51000
DRAWN BY:
KRW
CHECKED BY:
BTO
DATE:
10/19/15
SCALE:
V = 40'
CAD I.D.:
sso_,
PROJECT:
R0C1K1NGH,AiM`\,
GROCTRY
FOR
G-RD1 ) 11, L
705 U.& 74 BUSINESS
RICHMOND COUNTY
ROCKINGHAM, NQ 28379
W
I 15 "1" "1", JIL„
N( I IN E Ir�, R G
NC PLLC NCBELS P-1 132
4011 WESTCHASE BLVD., SUITE 290
RALEIGH, NC 27607
Phone: [phone]
Fax: [phone]
NC@,BohlerEng.com
SHEETTITLE.
GRADING AND
DRAINAiGlE
PLAN
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FINTISTICS
DESCRIPTION SYMBOL AVG MAX MIN MAX MIN AVG i MIN
- -- - - ------------------------
LIGHT TRESPASS + 0 3 FC '3 5 ED
0 0 FC N/A N/A
PARKING LOT + 15 FC 4,Q FC 0,6 FC 6,741 2.51
II
UAIINTAIRE SCHEDI
T
SYMBOL LABEL OTY CATALOG NUMBER I DESCRIP ION LAMP FILE LUMENS LLF WATTS
A 7 161-4-150LA-6470- 161 SCONCE WITH TYPE (2) LEDgine 32;-IJXEON R 161-4-150LA- ABSOLUTE 0.85 142
NW 4 OPTIC AT 700rr1A NW 6470-NWlES
B 8 F-CF-4-135LA-6470- (1) LIGHT ARF, -Y OF 64 ECF-4-135LA- ABSOLUTE 0.85 138.5
NW LEDs DRIVEN -' T 700mA 6470-NWIES
-(l-) LIGHT ARF- OF 64 EGF -5-1 35LA
-5-135LA-6470­ ECOf UHM ABSOLUTE 0_85 278,2
2 ECF
NW LEDs DRIVEN -'IT 700TTA 6470-NW.IES
NOTE. PLEASE REFER TO THE PLAN CREATED BY BARRI HOPOAS FROMI ALLS FATE LIGHTING _,,ATED 6/26/15,
GENERAL N(YEES
I THIS PLAN IS TO BE UTILIZED FOR LIGHTING PURPOSES ONLY. REFER TO
ELECTRICALENGINEERING PLANS FOR CIRCUITRY DESIGN AND
SPECIFICATIONS
2. PRIOR TOCONS f RUCTION , THE CONTRACTOR SH -'_L PROVIDE
SUBMIT! ALS TO THE PROJECT ENGINEER (BOHLE=) FOR REVIEW AND
APPROVAL SUBSIfFlUTION REQUESTS MUST BE>CCOMPANIEDBYA
HORIZON TAI -PRO! OMEI RIC STUDY DEMONSTRA­NG THAT THE
FIXTURE(S)jN CUES TION WILL MEET THE DESIGN NTENT OF THIS PLAN.
SUBSTH U I !ON REQUESTS WITHOUT A PHOTOME71FIC STUDY WILL BE
REJECT ED
1 SIGH TING I- IX i UP E MANUFACTUR ER. PHILLIPS LIG -, TING,
LIGITFING"r
1 THIS LIGH I-ING PLAN DEPICTS PROPOSED SUSTAINED ILLUMINATION LEVELS CALCULATED USING DATA PROVIDED
BY THE NOTED MANUFACTURERIS), ACTUAL SU��-AINED SITE ILLUMINATION LEVELS AND PERFORMANCE OF
LUMINARIES MAY VARY DUE TO VARIATIONS IN VtEATHER, ELECTRICAL VOLTAGE, TOLERANCE IN LAMPS, THE
SERVICE LIFE OL EQUIPMENT AND LUMINARIES AND OTHER RELATED VARIABLE FIELD CONDITIONS,
2 THE LIGILIF LOSS FACTORS USED IN THESE LIGHITING CALCULATIONS ARE 0.85 FOR ALL LED LUMINARIES
SPECIFIED THESE I ACTORS ARE INDICATIVE OF T� PICAL LIGHTING INDUSTRY MODELING STANDARDS,
3, THE LIGHTING Vt�LUES 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 FOO TCANDLES.
4 THE LUMINARIES LAMPS AND LENSES MUST BE =EGULARLY INSPECTED/MAINTAINED TO ENSURE THAT THEY
FUNCTION PROPERLY THIS WORK SHOULD INCLU71E, BUT NOT BE LIMITED TO, FREQUENT VISUAL INSPECTIONS,
CLEANING OF LENSES AND RELAMPING (IF NECESSARY) AT LEAST ONCE EVERY SIX (6) MONTHS. FAILURE TO
FOLI LOW THE ABOVE STEPS COULD CAUSE THE LUMINARIES, LAMPS AND LENSES TO FAIL PROPERLY TO
FUNCTION
5, WHERE APPLICABLE. THE EXISTING CONDITION JGHT LEVELS ILLUSTRATED ARE REPRESENTATIVE OF AN
APPROXIMATION UTILIZING LABORATORY DATA FOB 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 TOLERAN,_-ES. WEATHER CONDITIONS, ETC, ACTUAL LIGHT LEVELS MAY
DIFFER. EXIS RING LIGHT LEVELS DEPICTED ON THIS, PLAN SHOULD BE CONSIDERED APPROXIMATE.
6 THIS LIGHTING PLAN IS INTENDED TO SHOW THE LDCATIONS AND TYPE OF LUMINARIES, ONLY. POWER SYSTEM,
CONDUITS VORING VOLTAGES AND OTHER EL&CTRICAL COMPONENTS ARE THE RESPONSIBILITY OF THE
ARCHITECT MEP AND/OR LIGHTING CONTRAC-OR, AS INDICATED IN THE CONSTRUCTION CONTRACT
DOCUMENTS S THESE ITEMS MUST BE INSTAL -ED AS REQUIRED BY STATE AND LOCAL REGULATIONS,
CONTRACTOR IS RESPONSIBLE FOR INSTALLING -IGHTING FIXTURES AND APPURTENANCES IN ACCORDANCE
WITH ALL APF'_,CABLE BUILDING AND ELECTRICAL CODES AND ALL OTHER APPLICABLE RULES, REGULATIONS,
LAWS AND STATUTES,
71 CONTRACTOR MUST BRfNG TO DESIGNER'S ATIE'ITION, PRIOR TO THE COMMENCEMENT OF CONSTRUCTION,
ANY LIGHT LOCATIONS THAT CONFLICT WITH DRAINAGE, UTILITIES, OR OTHER STRUCTURES,
I _D COORDINATE WITH THE PROJECT ARCHITECT OR OWNER
8 IT IS LIGHlING CONTRACIOR'S RESPONSIBILITY 7
REGARDING THE POWER SOURCE(S) FROM WITH `i THE BUILDING, AND TIMING DEVICES NECESSARY TO MEET
THE DESIGN INTENT
9, THE LIGHTING CON TFRAC [OR SHALL COMPLY WITH, ALL APPLICABLE CONTRACTOR REQUIREMENTS INDICATED IN
THE SITE PLAN. INCLUDING BUT NOT LIMITED TO i3ENERAL NOTES, GRADING AND UTILITY NOTES, SITE SAFETY,
AND ALL GOVERNMEN IAL RULES, LAWS, ORDINANCES, REGULATIONS AND THE LIKE.
10 THE CONIRACIOR MUST VERIFY THAT INS,-'�_LATION OF LIGHTING FIXTURES COMPLIES WITH THE
REQUIREMENTS FOR SEPARATION FROM OVERHES'D ELECTRICAL WIRES AS INDICATED IN THE HIGH VOLTAGE
PROXIMITY REGIJLIITIONS N J A C 12-186,
11 WHEN BANK AIM IS INCLUDED IN THE PLAN, THE LIGHTING DESIGN REPRESENTS BOHLER'S UNDERSTANDING
AND INTERPRElIbITION OF THE REGULATORY LIGHT 4G LEVELS INTENDED BY PUBLISHED STANDARDS.
12 UPON OWNERS ACCEPTANCE OF THE COMPLETEC) PROJECT, THE OWNER SHALL BE RESPONSIBLE FOR ALL
MAINTENANCE SERVICING REPAIR AND INSPECT ;.' --)N OF THE LIGHTING SYSTEM AND ALL OF ITS COMPONENTS
AND RELAI-ED SYSTEMS, TO ENSURE ADEQUATE _IGHTING LEVELS ARE PRESENT AND FUNCTIONING AT ALL
TIMES
m
40 20 10 0 40
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PROJECT Na.: NCR151000
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FINTISTICS
DESCRIPTION SYMBOL AVG MAX MIN MAX MIN AVG i MIN
- -- - - ------------------------
LIGHT TRESPASS + 0 3 FC '3 5 ED
0 0 FC N/A N/A
PARKING LOT + 15 FC 4,Q FC 0,6 FC 6,741 2.51
II
UAIINTAIRE SCHEDI
T
SYMBOL LABEL OTY CATALOG NUMBER I DESCRIP ION LAMP FILE LUMENS LLF WATTS
A 7 161-4-150LA-6470- 161 SCONCE WITH TYPE (2) LEDgine 32;-IJXEON R 161-4-150LA- ABSOLUTE 0.85 142
NW 4 OPTIC AT 700rr1A NW 6470-NWlES
B 8 F-CF-4-135LA-6470- (1) LIGHT ARF, -Y OF 64 ECF-4-135LA- ABSOLUTE 0.85 138.5
NW LEDs DRIVEN -' T 700mA 6470-NWIES
-(l-) LIGHT ARF- OF 64 EGF -5-1 35LA
-5-135LA-6470­ ECOf UHM ABSOLUTE 0_85 278,2
2 ECF
NW LEDs DRIVEN -'IT 700TTA 6470-NW.IES
NOTE. PLEASE REFER TO THE PLAN CREATED BY BARRI HOPOAS FROMI ALLS FATE LIGHTING _,,ATED 6/26/15,
GENERAL N(YEES
I THIS PLAN IS TO BE UTILIZED FOR LIGHTING PURPOSES ONLY. REFER TO
ELECTRICALENGINEERING PLANS FOR CIRCUITRY DESIGN AND
SPECIFICATIONS
2. PRIOR TOCONS f RUCTION , THE CONTRACTOR SH -'_L PROVIDE
SUBMIT! ALS TO THE PROJECT ENGINEER (BOHLE=) FOR REVIEW AND
APPROVAL SUBSIfFlUTION REQUESTS MUST BE>CCOMPANIEDBYA
HORIZON TAI -PRO! OMEI RIC STUDY DEMONSTRA­NG THAT THE
FIXTURE(S)jN CUES TION WILL MEET THE DESIGN NTENT OF THIS PLAN.
SUBSTH U I !ON REQUESTS WITHOUT A PHOTOME71FIC STUDY WILL BE
REJECT ED
1 SIGH TING I- IX i UP E MANUFACTUR ER. PHILLIPS LIG -, TING,
LIGITFING"r
1 THIS LIGH I-ING PLAN DEPICTS PROPOSED SUSTAINED ILLUMINATION LEVELS CALCULATED USING DATA PROVIDED
BY THE NOTED MANUFACTURERIS), ACTUAL SU��-AINED SITE ILLUMINATION LEVELS AND PERFORMANCE OF
LUMINARIES MAY VARY DUE TO VARIATIONS IN VtEATHER, ELECTRICAL VOLTAGE, TOLERANCE IN LAMPS, THE
SERVICE LIFE OL EQUIPMENT AND LUMINARIES AND OTHER RELATED VARIABLE FIELD CONDITIONS,
2 THE LIGILIF LOSS FACTORS USED IN THESE LIGHITING CALCULATIONS ARE 0.85 FOR ALL LED LUMINARIES
SPECIFIED THESE I ACTORS ARE INDICATIVE OF T� PICAL LIGHTING INDUSTRY MODELING STANDARDS,
3, THE LIGHTING Vt�LUES 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 FOO TCANDLES.
4 THE LUMINARIES LAMPS AND LENSES MUST BE =EGULARLY INSPECTED/MAINTAINED TO ENSURE THAT THEY
FUNCTION PROPERLY THIS WORK SHOULD INCLU71E, BUT NOT BE LIMITED TO, FREQUENT VISUAL INSPECTIONS,
CLEANING OF LENSES AND RELAMPING (IF NECESSARY) AT LEAST ONCE EVERY SIX (6) MONTHS. FAILURE TO
FOLI LOW THE ABOVE STEPS COULD CAUSE THE LUMINARIES, LAMPS AND LENSES TO FAIL PROPERLY TO
FUNCTION
5, WHERE APPLICABLE. THE EXISTING CONDITION JGHT LEVELS ILLUSTRATED ARE REPRESENTATIVE OF AN
APPROXIMATION UTILIZING LABORATORY DATA FOB 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 TOLERAN,_-ES. WEATHER CONDITIONS, ETC, ACTUAL LIGHT LEVELS MAY
DIFFER. EXIS RING LIGHT LEVELS DEPICTED ON THIS, PLAN SHOULD BE CONSIDERED APPROXIMATE.
6 THIS LIGHTING PLAN IS INTENDED TO SHOW THE LDCATIONS AND TYPE OF LUMINARIES, ONLY. POWER SYSTEM,
CONDUITS VORING VOLTAGES AND OTHER EL&CTRICAL COMPONENTS ARE THE RESPONSIBILITY OF THE
ARCHITECT MEP AND/OR LIGHTING CONTRAC-OR, AS INDICATED IN THE CONSTRUCTION CONTRACT
DOCUMENTS S THESE ITEMS MUST BE INSTAL -ED AS REQUIRED BY STATE AND LOCAL REGULATIONS,
CONTRACTOR IS RESPONSIBLE FOR INSTALLING -IGHTING FIXTURES AND APPURTENANCES IN ACCORDANCE
WITH ALL APF'_,CABLE BUILDING AND ELECTRICAL CODES AND ALL OTHER APPLICABLE RULES, REGULATIONS,
LAWS AND STATUTES,
71 CONTRACTOR MUST BRfNG TO DESIGNER'S ATIE'ITION, PRIOR TO THE COMMENCEMENT OF CONSTRUCTION,
ANY LIGHT LOCATIONS THAT CONFLICT WITH DRAINAGE, UTILITIES, OR OTHER STRUCTURES,
I _D COORDINATE WITH THE PROJECT ARCHITECT OR OWNER
8 IT IS LIGHlING CONTRACIOR'S RESPONSIBILITY 7
REGARDING THE POWER SOURCE(S) FROM WITH `i THE BUILDING, AND TIMING DEVICES NECESSARY TO MEET
THE DESIGN INTENT
9, THE LIGHTING CON TFRAC [OR SHALL COMPLY WITH, ALL APPLICABLE CONTRACTOR REQUIREMENTS INDICATED IN
THE SITE PLAN. INCLUDING BUT NOT LIMITED TO i3ENERAL NOTES, GRADING AND UTILITY NOTES, SITE SAFETY,
AND ALL GOVERNMEN IAL RULES, LAWS, ORDINANCES, REGULATIONS AND THE LIKE.
10 THE CONIRACIOR MUST VERIFY THAT INS,-'�_LATION OF LIGHTING FIXTURES COMPLIES WITH THE
REQUIREMENTS FOR SEPARATION FROM OVERHES'D ELECTRICAL WIRES AS INDICATED IN THE HIGH VOLTAGE
PROXIMITY REGIJLIITIONS N J A C 12-186,
11 WHEN BANK AIM IS INCLUDED IN THE PLAN, THE LIGHTING DESIGN REPRESENTS BOHLER'S UNDERSTANDING
AND INTERPRElIbITION OF THE REGULATORY LIGHT 4G LEVELS INTENDED BY PUBLISHED STANDARDS.
12 UPON OWNERS ACCEPTANCE OF THE COMPLETEC) PROJECT, THE OWNER SHALL BE RESPONSIBLE FOR ALL
MAINTENANCE SERVICING REPAIR AND INSPECT ;.' --)N OF THE LIGHTING SYSTEM AND ALL OF ITS COMPONENTS
AND RELAI-ED SYSTEMS, TO ENSURE ADEQUATE _IGHTING LEVELS ARE PRESENT AND FUNCTIONING AT ALL
TIMES
m
40 20 10 0 40
1 40'
RE),�71SIONS
REV DATE COMMENT BY
KNOW WHAT'S BELOW
ALWAYS CALL 811
BEFORE YOU DIG
It's fast, It's free. It's the law
PROJECT Na.: NCR151000
DRAWN BY: KRW
CHECKED BY: BTO
DATE: 10/19/15
V00
SCALE: I" = 40'
<
CAD 1.D": SSD
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% -------------------
RE),�71SIONS
REV DATE COMMENT BY
KNOW WHAT'S BELOW
ALWAYS CALL 811
BEFORE YOU DIG
It's fast, It's free. It's the law
PROJECT,
ROC-1KINGHAM
GROCIERY
F'OR
GRDI, LLC
LOCNFION OF'SI'Ir.
705 U.S. 74 BUSINESS
RICHMOND COUNTY
ROCKINGHAM, NC 28379
%
NC 1 N E E R I N
PLLC NCBELS P-1132
4011 EST HA BLVD., SUITE 290
RALEIGH, NC 27607
Phone: [phone]
Fax: [phone]
its t` cora
SHEET TITLE:
L I GH T I N'' kGTPLANI
SHEET NUMBER:
PROJECT Na.: NCR151000
DRAWN BY: KRW
CHECKED BY: BTO
DATE: 10/19/15
SCALE: I" = 40'
CAD 1.D": SSD
PROJECT,
ROC-1KINGHAM
GROCIERY
F'OR
GRDI, LLC
LOCNFION OF'SI'Ir.
705 U.S. 74 BUSINESS
RICHMOND COUNTY
ROCKINGHAM, NC 28379
%
NC 1 N E E R I N
PLLC NCBELS P-1132
4011 EST HA BLVD., SUITE 290
RALEIGH, NC 27607
Phone: [phone]
Fax: [phone]
its t` cora
SHEET TITLE:
L I GH T I N'' kGTPLANI
SHEET NUMBER:

TOP OF BERET Od E�,E , 264 00
INFLOVV
> RIPRAP 12'
THICK j
CLASS Pi=BAY
/ �l -)'r
` R ,,
f
a,
SEDIMENT —� —�� :::
;17
IOP OF BERM
rE_:LEV 264 00
PROVO I' GOVE.R OVi R
RISER PIPE
RISER SPILL jv/, I
ELELfA ON@ 266+ 2"!
..,,
( FX ST GRADE
—A
RIP—PAP BERM / ^
/ d ELEV 260 00. -, ELEVATION 260l
r
Ef N 9 FLEV111JN 25 3 r?l
ELEV. 257 9/ (18 HDPE -OUTLET CULVERT)
l 1.1
(FAR SIDE)
I f
PROP 18 PIPE
J
\ OUTLET SEE
1i
BOTTOM OF POND
STORAGE @ ELEV 264.00
FOREBAY BOT TON3� _.
ELEVATION @ 256 0C-
BOTTOM ELEV - _1 ON
- � = ER
_
SEDIME', : I T I
STORAGE @ 250 O N 3C) P1 1 L J SEDIMEIV I
0
`-ER ` r;•L>I1G9E`, ' STORAGE
z
0
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LLJo
LO
NEEP HOLES GENERAL NOTES:
USE CLASS "I91r' CONCRETE THROUGHOUT,
PROVIDE ALL DROP INLETS OVER 3`-6" iN DEPTH WITH STEPS 12''
ON CENTER, USE STEPS WHICH COMPLY WITH STD, DRAWING 540.66.
OPTIONAL CONSTRUCTION - MONOLITHIC POUR 2" KEYWAY OR #4 BAR a0NELS AT
12" CENTERS AS DIRECTED BY THE ENGINEER.
USE FORMS .FOR THE CONSTRUCTION Of THE BOTTOM SLAB.
IF REINFORCED CONCRETE PIPE IS SET IN: BOTTOM SLAB OF BOX, AD -0 SLAB
AS SHOWN ON STC. NO. 640.00.
CONSTRUCT WITH PIPE CROWNS MATCHING.
N.
:SEE STANDARD DRAWING 840.25 FOR ATTACHMENT £1F FRAMES AND RATE,NOTSFft1kY
"
INSTALL 2" EEPHCLES PS DIRECTED BY THE ENGINEER.
INSTALL STONE DRAINS, OF A MINIMUM OF 1 CUBIC FOOT 9E NO, 78M ,"CNE IN A
POROUS FABRIC BAG OR WRAP, AT EACH WEEP HOLE OR AS DIRECTED B1 -HE ENGINEER,
CHAMFER ALL. EXPOSED CORNERS 1`..
DRAWING NOT TO SCALE.
TRICK PIN (INCIDENTAL)
--TOP ELEVATION
- - STB, 840.16 FRAME
& ORATE
#4 BAF{
cN
DOWEL-
-DO L(sEE NOTED MAX. PIPE THIS SINE - 1Br`
SECTION Y -Y
DIMENSIONS AND QUANTITIES FOR DOOR INLET(BASED ON MIN. HEIGHT,
DIMENSIONS OF BOX PIPE
PIPE SPAN WIDTH MIN. HEIGHT
CUBIC YARDS
CONC. IN BOX
DEDUCTIONS FOR
ONE PIPE
D:
A
("i BE THOROUGHLY—-!�r
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WALL PER
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carvcRevr
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SEE THE SITEWORK SPECIFICATIONS FOR
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THAT WILL BE USED FOR CONSTRUCTION
OF A CHAIN LINK FENCE,
4000 PSI
CONCRETE (TYP.j
CFIAIN LINK FENCE W/ 4'DOUBLE GATE
NOT TO SCALE
TEST PIT (TO BE HAND
ADJUSTMENT TO
EXTEND BEYOND LIMITS
FINISHED GRADE
OF CONFLICTS (3' MIN
EACH SIDE CHECK i
LOCAL STANDARDS),
UTILITY CONFLICT
EX, MAIN
[� 1 5' IVIIN CLEARANCE
7
- SEE NOTE 4
WATERLINE WATERLINE
ADJUSTMENT ADJUSTMENT
USING FITTINGS USING DEFLECTION
(VERTICAL
BENDS) (SEE AT PIPE JOINTS
NOTES: NOTE 3} (SEE NOTE 4)
1 P- TOR A E PON LOC L
1, CONTRACTOR TO COORDINATE WATERLINE AD� USTMENT WITH APPROPRIATE INSPECT , BASED D U
JURISDI'C I IONAL REQUIREMENTS AND FIELD CONDITIONS.
., CONTRACTOR TO HAND DIG TEST PIT AT ANTICIPATED CROSSING LOCATION TO DETERMINE EXISTING WATERLINE
DEPTH, TOTAL WATERLINE DEFECTION REQUIRED, AND BEST METHOD FOR WATERLINE ADJUSTMENT
3. VERTICAL BENDS (INSTALLED PER LOCAL STANDARDS) AS REQUIRED.
4, PIP DEFLECTION AT JOINTS (PER LOCAL STANDARDS
WA
1 CONTRACTOR SHAD INSTALL CURB AND GUTTER AT ELEVATION OF EXISTING PAVEMENT (ELEVATION AT
EDGE OF GUTTER PAN klATCHES ELEVATION AT EXISTING PAVEMENT !UNLESS PIANS AND/OR SCHEMATICS
INDICATE DIFFERENTLY
2 CONTRACTOR SHALL PROVIDE GLITTER PANS (COLI-ECTORISPILL) PER GRADING PLAN SHADED GUTTER PAN
REPRESENTS FULL SPILL SECTION NON SHADED IS COLLECTOR CONTRACTOR SHALL PROVIDE s FOOT
TRANSIT ONS BETJ `EEN PLL F+J COLLECTOR SECTIONS,
L PLAN INTENT is 10 PROVIDE ,A NTMMUM>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 I C 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 S'ITUA T I,ONS SIHERE RE -GRADING OF PARKING AND PAVEMENT REMOVAL IS NECESSARY (SEE
EXAMPLE 2) T HE CONTRACTOR .S TO VERIFY THAT THE RESULTANT GRADIENT AT THE HIGH SIDE OF THE
ISLAND PROVIDES "r P,AVENIENT' SLOPE, PER PLAN ?NT ENT.
5 IN ISLANDS INHERE FLUME'STRE INDICATED, THE CONTRACTOR SHALL PROVIDE A FLAT BOTTOMED FLUTOE
AT THE SPECIFIED /NIDTH. MiNiNIUM FLUME SLOPE SHALL BE 0.50°0
TOP OF RISER
SPILLWAY ELEV. 260.29
4SIDE) BOX STRUCTURE
T POOL
9.00
DRAW DOWN ORIFICE ELEV, 259.04
3E FILLED
(CRETE
NOTE. SEE NCDOT STANDARDS FOR: DETAILS FOR OUTLE
STRUCTURE BOX, GRATE, REINFORCING ETC,
NOTE: ALL CONCRETE IO BE 4,000 P.S.I. COMPRESSIVE
STRENGTH
4" DIAMETER STEE1. PIPE FILLED
W/ CONCRETE PAIN -ED TRAFFIC
YELLOW AND EMBEDDED IN
CONCRETE BASE
TOP OF=SPHALT OR
CONCRETE SLAB
4,000 P.Sl
NOTE:
1 SEE SITE PLAN FOR ,,'CATION(S)
cs
URB EXAMPLE "ML TWO C
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VVITM CONCRETE
,L.OT.f...
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UTI
SEE THE SITEWORK SPECIFICATIONS FOR
THE. SIZE TYPE, AND GAUGE OF MATERIALS
THAT WILL BE USED FOR CONSTRUCTION
OF A CHAIN LINK FENCE,
4000 PSI
CONCRETE (TYP.j
CFIAIN LINK FENCE W/ 4'DOUBLE GATE
NOT TO SCALE
TEST PIT (TO BE HAND
ADJUSTMENT TO
EXTEND BEYOND LIMITS
FINISHED GRADE
OF CONFLICTS (3' MIN
EACH SIDE CHECK i
LOCAL STANDARDS),
UTILITY CONFLICT
EX, MAIN
[� 1 5' IVIIN CLEARANCE
7
- SEE NOTE 4
WATERLINE WATERLINE
ADJUSTMENT ADJUSTMENT
USING FITTINGS USING DEFLECTION
(VERTICAL
BENDS) (SEE AT PIPE JOINTS
NOTES: NOTE 3} (SEE NOTE 4)
1 P- TOR A E PON LOC L
1, CONTRACTOR TO COORDINATE WATERLINE AD� USTMENT WITH APPROPRIATE INSPECT , BASED D U
JURISDI'C I IONAL REQUIREMENTS AND FIELD CONDITIONS.
., CONTRACTOR TO HAND DIG TEST PIT AT ANTICIPATED CROSSING LOCATION TO DETERMINE EXISTING WATERLINE
DEPTH, TOTAL WATERLINE DEFECTION REQUIRED, AND BEST METHOD FOR WATERLINE ADJUSTMENT
3. VERTICAL BENDS (INSTALLED PER LOCAL STANDARDS) AS REQUIRED.
4, PIP DEFLECTION AT JOINTS (PER LOCAL STANDARDS
WA
1 CONTRACTOR SHAD INSTALL CURB AND GUTTER AT ELEVATION OF EXISTING PAVEMENT (ELEVATION AT
EDGE OF GUTTER PAN klATCHES ELEVATION AT EXISTING PAVEMENT !UNLESS PIANS AND/OR SCHEMATICS
INDICATE DIFFERENTLY
2 CONTRACTOR SHALL PROVIDE GLITTER PANS (COLI-ECTORISPILL) PER GRADING PLAN SHADED GUTTER PAN
REPRESENTS FULL SPILL SECTION NON SHADED IS COLLECTOR CONTRACTOR SHALL PROVIDE s FOOT
TRANSIT ONS BETJ `EEN PLL F+J COLLECTOR SECTIONS,
L PLAN INTENT is 10 PROVIDE ,A NTMMUM>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 I C 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 S'ITUA T I,ONS SIHERE RE -GRADING OF PARKING AND PAVEMENT REMOVAL IS NECESSARY (SEE
EXAMPLE 2) T HE CONTRACTOR .S TO VERIFY THAT THE RESULTANT GRADIENT AT THE HIGH SIDE OF THE
ISLAND PROVIDES "r P,AVENIENT' SLOPE, PER PLAN ?NT ENT.
5 IN ISLANDS INHERE FLUME'STRE INDICATED, THE CONTRACTOR SHALL PROVIDE A FLAT BOTTOMED FLUTOE
AT THE SPECIFIED /NIDTH. MiNiNIUM FLUME SLOPE SHALL BE 0.50°0
TOP OF RISER
SPILLWAY ELEV. 260.29
4SIDE) BOX STRUCTURE
T POOL
9.00
DRAW DOWN ORIFICE ELEV, 259.04
3E FILLED
(CRETE
NOTE. SEE NCDOT STANDARDS FOR: DETAILS FOR OUTLE
STRUCTURE BOX, GRATE, REINFORCING ETC,
NOTE: ALL CONCRETE IO BE 4,000 P.S.I. COMPRESSIVE
STRENGTH
4" DIAMETER STEE1. PIPE FILLED
W/ CONCRETE PAIN -ED TRAFFIC
YELLOW AND EMBEDDED IN
CONCRETE BASE
TOP OF=SPHALT OR
CONCRETE SLAB
4,000 P.Sl
NOTE:
1 SEE SITE PLAN FOR ,,'CATION(S)
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URB EXAMPLE "ML TWO C
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REVISIONS
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REVISIONS
REV DATE COMMENT BY
1
PROJECT No.:
NCR151000
DRAWN BY:
KRW
CHECKED BY:
BTO
DATE
10/19/15
SCALE:
AS SHOWN
CAD I. D.:
SDO
PROJECT-- __ -- ----
0 l(C KIN luGH AM
G"R0J1_ r
%%
FOR
I L
LOCATI ON OF SJTE
705 U.S.7 USI ESS
RICHMOND COUNTY
ROCKS AM, NC 28370
fid �iT►3+ +
SHEET TITLE:
C(Cl ETT
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SHEET NUMBER:
i
Q
yi
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, . IG, J N E E It.. a', y
NC PLLC NCBELS P-1132
4011 WESTCHASE
BLVD., SUITE 290
RALEIGH, NC 27607
Phone: [phone]
Fax: [phone]
fid �iT►3+ +
SHEET TITLE:
C(Cl ETT
T " CCL�1
SHEET NUMBER:
i
Q

NOTES:
T, WORDS AND ARROWS SHAL_ 3E APPLIED IN
ACCORDANCE WITH SECTIC�1, 3B 20 OF THE
MANUAL ON UNIFORM TRAF=,.-, CONTROL
DEVICES FOR STREETS ANC -flGHWAYS
2, THESE WORDS AND AR­RA'S AR �TOBE
PAINTED FRETROREFLECTIVE NHUE
1 OPEN ARROWS SHALL CONI ST OF A 4"
PERIMETER STRIPE
SOLID -,z�ROVV MARKINGS
`i -DT TO SCALE
EDGE OF CROSSWALK OR
1N ITH R S E C7 NIG TRAAEL
1LU
41F,
STOP
LINE
LL
`SKIT-' SiGN,:YP
H K-.3 H VA Y!
S t- _ET IN - I r- R S E C T 10 N S
VVI IHN
4"
SE: E S, TE PLAN
I
STROKE a`.
4" JYP
NOTE:
I WORDS AND LINES SHALL BE A'-__,_iED IN ACCORDANCL
313.16 AND 313,20 OF THE MANL--,-ON UNIFORM TRAF_
DEVICES FOR STREETS AND LjIGLoA'_/S.
2— THESE WORDS AND BAR ARE TO �E PAiNTED '1RE`1ROR7­1L_
STOP S'.1,GNAf'_T'11
-DT TO SCALE
TE PAVEMEU_ SECTION
TACK COAT
(APPLIED AT A RATE
OF 0.2 GALL.ONS/S.Y.)
PAVENIEW ISOL\�,_'E
(SEEPAVL�,MENT I)LTAIL
A SPHAL k+A(_'5COULCL TIYPLL S-9`
S
UNDISTURB
EARTH OR
COMPACT El
FILL
UNDISTURBED
EARTH OR —„-
COMPACTED COMPACTED
FILL
r I NAL
BACKFILL
PIPE—
SPRING
LINE
=4" BEDDING
(M I N.
VI `�,M/fix/,��
S,
4"
RE1:NJ,'0'1\'CE,D C0_`,XR1I1­1'E1 P_LPE1,1 (RCI -1)
AN't) �iVtR U, RIB PIP,E,
11:N1 AI-L, ER TIUN 60`0
SP1-iAL 1 SURFACE COURSE (TYPE S-9 5B),
�--6"COMPACTEDSTONE BASE ,,ABG STONE)
NO - E,.,
1 SECTION SHOWN !S BASED C',N AN AN" CIPA0l ,, r`H C;E ECHNICAL REPORT
0 1.1,
PREPARED BY S&ME INC E NT11 LED GEO rECHNICAL E,,,PLOPA1 ICI REPORT PROPOSED
RETAIL DEVELOPMENT DATED 42/lb (PRI'DJECT #13022� F'FN-, DESIGN 10 BE
PROVIDED ONCE FINAL CBRI*S ARE AVAILABLE ON r,O!\,1PACFED S._ BASE, 1 SEC ('!ON SHOWN IS BASE? 'N AN,,=\N FICIPAFED CBR OF 8 PER GEOTECHNICAL REPORT
PREPARED BY S&ME, INC ENTITLED GEOTECHNICAL EXPLORATION REPORT PROPOSED
-#13015-22) FINALDESIGNTOBE
AIL DEVELOPMENT DATED 4:2/15iPROJECT 5-
RET
RIGHT OF WAY PROVIDED ONCE FINAL CBR S ARE AVAILABLE ON COMPACTED SUB BASE.
'Y -V"THALT PAVEMENT SECTION
FIEIAVY It �_H_�N Nil!" N -1, S,1,,("� 1, 10_`\",� ILSFANDARD DUI
N 0 C SC L E Il T TC SCALE
5" FINISH ASPHALT I
K �,IT, CONIC I YPE S-9 5B
PAVEMr_-:Ni PAVEMEW
PAVEMENFDIMENSI9N,(_Sj NPbNVIEW
REFER TO FACE OF CURB
2 5" BASE COURSE
r—EX ASPHALT
TYPE 1-19 OB
TO REMAIN 2' C„
STONE BASE
S L (ABC STONE)
MEET EX PAVEMENT rLUSH­
A!< ES
PROP 1 112 ALL tr C r< 01,4
AND OVEF\1AY PF L'i- D 4 RA 1 E
LIP GAI uNSSV
SEC-: I ION SHOWN IS EASED ON AN AN11C[PAI't-0 u6R 2ER 6-t EGHNICAL. REPORT
PREPARED BY S&ME !NC ENTITLED GE0_'ECTj,NICA'_ REPORT PROPOSED
REFAILDEVELOPMENT DA,rCi Nd DESIGN -1-0 BE
PROVIDED ONCE FINAL CBR'S AIRE AV.AILABLE ON CCL1P­�C1 �ED S�,�­BASE_
C(
RNTRACTOR -ICJ INSIAIL-4 BL, - ICK BAST_ iNS!ErAz)"1 PAVING WITHIN THE
RIGHT OF WAY
1_1_A-V_E'1X11 AlL
2 N1 IN L R Z C) N
Typ
&
I EXPANSION JOtNTS 11`2 -iVRA__ PRERICULL)ED 31 1 TILT ,_G -,.-EL SH,-` __ BE INSTALLED
A] 3O' INTERVALS CRACK CONTROL 10 BE SR1'V.',I-_-L1.-\. `,ITERVALS EQUAL
11 0 SIDEWALK WIDTH
NOT TO SCALE
-TRUNCATED DOME PATTIE
FQOE� OF CURB---�
12 MIN f 0 D 12'MIN
JR
18" MAX 8 MAX
4011 WESTCHASE BLVD., SUITE 290
GENERAL NOTES
RALEIGH, NC 27607
I BEDDING SHALL BE GLASS IYDRKEDBY
6 FINAL BACKFILL NO I UNDER PAVED AREAS CAN
C
HAND
BE C[ ASS IV COMPACTED TO 95 % STANDARD
--OR
IN�t
PROS,
ALL MAI ERIALS ARE CLASSIFIED IN ACCORDANCE
I\
V
HAUNR
CHING S�iALL BE \NO,,=D AROUND THE PIPE
WITH ASTM D 2321-11-
NX
BY HAND TO ELIMINATE VC -- AND SHALL BE CLASS
- 11 COMPACTED --'�5%
$ ALL MATERIALS Si IALL BE INSTALLED IN
I OL . STANDARD
R C SS
MAXIMUM 8" LOOSE LIFTS IN ACCORDANCE
PROC F0`R
WLTH ASTM 1) 698 CLASS III AND IV
NI AL BACKFILL SITALL BE ,= .SS I
MATERIALS SHALL BE COMPACTED , 2% OF THEIR
it,
AjORKED BY HAND OR vLA L Li
OPTIMUM MOISTURE CONTENT
',OMPACTED -1-0 95%. STANLRD PROCTOR_9.
FILL SALVAGED FROM EXCAVATION SHALL BE
4 NI rIAL BACKFILL NOT UNDP �- SAVED AREAS
FREE OF DEBRIS. ORGANICS AND ROCKS
,AN BE CLASS III COMPAG I - TO 95%
LARGER THAN 3"
STAND,CID PROCTOR
10 ALI FRENCH EXCAVATIONS SHALL BE SLOPED
SHORED SHEETED BRACED OR OTHERWISE
INAL B,�,CKFILL SHALL BE 1, 11 OR
SUPPORTED IN COMPLIANCE WITH OSHA
Lt CQNIPACTED AS NOTED IL, MOTES 3, AND 4� REGULATIONS AND LOCAL ORDINANCES (SEE
SPECII-ICATIONS)
AL,L OTI-14",R P111",S
-,PIRA t, 1ti1 fl
PIPI_1'60"0A:,N,'D I
NOT TO SCALE
'-�TORM _'ENN7ER'F_R'ENN('1-1 & 1'
Vj F IN 4
NOT TO SCALF
NVM-12/0,P2004) (NIODi­ED�
MIN,
; NN-
ADA ACCESSIBLE RAMP CONSTRUCTION- SHALL CONFORM TO CURRENT ADA
ACCESSIBLE GUIDELINES.
A I "'A A 4 C C IBLE RAMP DE'1'_,A1L
D E "'
NOT TO SCALE
Z -O"
61,
UY C.11'.__)LL.E,C'.T0R CURB & G-L"I'TER
T CONCRETE I -OR CURB NG SHALI HAVE A MINIMUM COMPRESSIVE STRENGTH OF 4,000 P &I @ 28 DAYS
2 CONSTRUCTION STAKING �0-13 CURB INSTALLATION SHALL BE REFERENCED (CUT OR FILL) TO THE TOP OF CURB.
3 TO MAKE BOTTOM OF GUTTER CONTIGUOUS WITH BOTTO {JF ASPHALT PAVEMEN;
3 STT OPTION' 'HE GUTTER THICKNESS MAYBE INCREASED AT THE EDGE OF PAVEMENT M
4 CONTRACTIONJOINTS SHALL BE PLACED Zi, !U -0"D C TOOLED 1,14" (±1116") WIDE. 1" DEEP EXPANSION JOINTS SHALL BE PLACED @ 40'-0" INTERVALS, MAXIMUM, AND ALL PC 'S
CUNCREFE ("'URP) & Gtl'TER DE'FAIL
NOT TO SCALE
-PAvED SURFACE CONC
3' 'APER
-LIR3
SPEAK
GUTTER PAN -
SRP -RAP PAD
PLA -N
TD CUIRBIIPER SITE PLAN)
RADIUS
-,,PLR j BREAK 31 TAPER
L1,1INAIJON
1 1, I'A ­
C'URH 11R11_,_AK L)E IL,
C"ON CRY-FE-l'O - A SLl' I-) 1'� I
-1 TO SCALE
NOT TO SCALE
TL
(�01
C:\USRS\CBLBDERMW4\APPDATA\LOCAL\ItMP\ACPUBUSH-5340\NCRI51GOOSDO.DWO PRINTED BY: COLENDERIMM 12.17.15 0 10:57 AM LAST SAVED
FULL HEIGHT CURB 31-CUPSTAf eR 1' RADI US
PAVEMENT SURF
C-URBTAPER DE'I'.AIL
NOT TOSCALE
TRUNCATED' 1 12 SwOF
W, ME PATTERN
0
1 ADA ACCESSIBLE RAMP CONSTRUCTION $HALL CONFORM TO CURRENT
ADA ACCESSIBLE GU RELINES.
ADA ACCES S` IBLE RAMP DET'AIL
NOT TO SCALE
EX. CONC, PROP. GONG.
PAVEMENT PAVEMENT
NOTE,
-
I CONTRACTOR TO Eli -OW OUT DUST FROM DRILLED HOLES PRIOR TO APPLYING
GROUT
N,CR.E1'E DOWELING DETAlL
NOT TO SCALE
CO1H"7,RETE E--6" COMPACTED STONE BASE
'--COMPACTED SUBGRADE
(PER GEOTECHNICAL REPORT)
NOTE:
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 SP/-CING OF 12 FEET.
11EAVY DUTY CONC RETE SECTIC-l"N
NOT TO SCALE
2
Z
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(D < LL
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> 5�
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REVISIONS
REV DATE COMMENT BY
4>1
KNOW WHATS BELOW
ALWAYS CALL 811
BEFORE YOU DIG
It's fast. It's free. It's the law.
NOT APPROVED FOR
CONSTRUCTION
6_40111-om"I � I I I 1 11 1 1 ,
PROJECT N61., NCR151000
DRAWN BY� KRW
CHECKED BY: BTO
DATE: 10/19115
SCALE: AS SHOWN
ADI.D.:1111 I SDIQ
PROJECT:
ROCKING"HAM
GROt"ERY
y-1
GRDI, LLN-1
41_2,1 11:116".-
JR
NG PLLC NCEELSP-1132
4011 WESTCHASE BLVD., SUITE 290
RALEIGH, NC 27607
Phone: [phone]
Fax: [phone]
SHEET TITLE:
C 'ONSTRUCTION
-1
DETAILS
SHEET NUMBER
D-1.1
J

E
PLAN
WITH GRATE & FRAME REMOVED
'
OPING(INCDENTAL)
IP ELEVAT7, I,N
84 -FAME
1
TATE
EFEI,iEHAt NOTI
W
,e LASS 'B" CONCRETE THROUGHBIJIT,
_
PRIGIVLDC ALL DROP INLETS OVER 6IN DEPTH WIT, S 1 E Pr; 12'
ON 'ENTER. USE STEPS WHICH COMPLY WITH STD, DRAWT NG 84q,68.
OP'i 'I ONAL CONSTRUCTION MONOL 1THIC OUR 2' Ki OR 44 BAR TjMi A_r
)2 �ENFENS AS DIRECTED BY THE ENGINEER,
U`uF FORMS FOR THE ;,ONSTRUCTILO61 OF THE BOTTOM SLAP,
AF RLINFORCED CONCRETE PIPE IS SET IN BOTTOM SLAB OF BOX_ ARE '0 SLA8
AS SHOWN ON STD, NO. 640' 00.
WITH Id? F'1' CROWNS MATCHING,
840 25 FOR AT
TR T SHOWNa
,,El SANDARD DRAWING TACKIIi 0�OF!f'RAi Ai 0, A F S N 0
INSTALILL. 2` WEEPHOLES AS DIREGTED BY THE ENGINEER.
INSTALL SIONE DRAINS, OF A MINLIMUM OF 1 GOBI{ OF NO, 7f,1M SIONE 1N, A
POROLS FABRIC, BAG OR WRAP,
AT EACH WEEP HOLE OR AS OTRFCTEr; BY 7INGIN11TER,
f;IiAlim CIA ALL EXPOSED GORNEi
DRAIi NOT -10 SCALE.
e4 t,. A, R
B
L
i
AI 'I I
DOWEL
MAX, PIPE THIS SIDP_ "1.8
SECTION Y -Y
UNDISTURBED
EARTH OR
COMPACTED
FILL
REINFORCED CONCRETE PIPE (RCP)
AND SPIRAL RIB PIPE
SMALLER THAN 60"0
TO SCALE
ALL OTHER PIPES
INCLUDING SPIRAL RIB
PIPE 60"0 AlD LARGER
NMI
Oi4ifAA4 PIPE BURA: 1_
iT
r J
is
I "OD DETECTABLE O,D, I OETISCTAER,8
WARUNG TA#E
P "Cl, ILl PI -d
�ECOEIMENDATON!
WARNING TAPE
MIN MANUFACTURING
TAPE OFF)
UNDIWr SEE NOTE OFF NOTE
U R 8 Ein UNDISTURBE
dF
O� F
EARTH EARTH OR—
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COMPAQTFD COMPACTED
FFINAL FINAL
JmfS
tfl-,�e I
>
z> z 0
Fr I I ;j
PIPE PIPE
S PR I KIT; NITSPRING cn :�i INITIAL
UNDISTURBED
EARTH OR
COMPACTED
FILL
REINFORCED CONCRETE PIPE (RCP)
AND SPIRAL RIB PIPE
SMALLER THAN 60"0
TO SCALE
ALL OTHER PIPES
INCLUDING SPIRAL RIB
PIPE 60"0 AlD LARGER
NMI
F
3rDDING S -,LL BE CLASS I VVORKED 6�
H '-\ NJ D
`_HALL BE WORKED AROUND THE PIPE
3,'i' H,\ND P-�, �_� LIMINATE VOIDS AND SHALL BE CLASS
OF ASSSTAN
"COMPACTED TO 95% ,DARD
R
NL BILL SHALL BE CLASS 1
_�KED B', --iAND OR CLASS 11
11)MtD1-\CE_ TO 95% STANDARD PROCTOR,
N! \L
Ei,\'_ : ILL NOT UNDER PAVED AREi'a$
_[�
_AN BE 6CL' �',S H COMPACTED TO 95°'c�
,, OR, 1�vNDARD --�-,'OCI
iNB,\ICK -L SHALL BE CLASS 1.11. OR
A (,](AMPAC :") AS NOTED IN NOTES 3, AND 4
to,' - B'CIP _L NOT UNDER PAVED AREAS GAN
3
E (A__'I's OMPACTED TO 95% STANDARD
1 OR,
MiATER,­ S ARE CLASSIFIED IN ACCORDANCE
vVI H AS I'M --,, 2321-11
6 `Fi­ fAIVIER -.--S SHALL BE INSTALLED IN
MAX,1MLINI B _')OSE LIFTS IN ACCORDANCE
AS Lr 598. CLASS III AND IV
Aj I T
M T f,I SiALLBE COMPACTED ± 2`Lv OF THEIR
OP T;MDF V STURE CONTENT
I L L Sate A D FROM EXCAVATION SHALL L BE
OF DEN RIS. ORGANICS AND ROCKS
­'aRGER FI -T- 3"
i J \ j- I- 'RENr - EXCAVATIONS SHALL BE SLOPED"
SFIOI:ED S1 FETED BRACED, OR OTHERWISE
7L)FPOR FEI 'A COMPLIANCE WITH OSHA
VEGIUILAIIC,,-3 AND LOCAL ORDINANCES
_,NEC;FIC`__INS)
STMOI ISI"NN"I"11 TPENCH & HIA)DIAROG
NO T 10
-4-
Oi4ifAA4 PIPE BURA: 1_
iT
DEDTH PER PIPE
is
I "OD DETECTABLE O,D, I OETISCTAER,8
WARUNG TA#E
_W,SRT HE,' -TS
�ECOEIMENDATON!
WARNING TAPE
MIN MANUFACTURING
TAPE OFF)
UNDIWr SEE NOTE OFF NOTE
U R 8 Ein UNDISTURBE
<
O� F
EARTH EARTH OR—
In-voll,
COMPAQTFD COMPACTED
FFINAL FINAL
E
ILL BACKFILL FILL BACKFILL
>
z> z 0
PIPE PIPE
S PR I KIT; NITSPRING cn :�i INITIAL
cc LL
W<=o LL-
1,, 2
FILL LINE BACKFILL
1/X
Q
'51
HAILING' -LING HAUNCHING
0 W <:E2; 0
4" BEDDING 4" BEDDING
LM I \T) (MIN,)
Detblrning
ectae Waape,
T
4 4"
-\Cid- and aikali-iesrsfan' oolvs',1v,�,-,e varmf)g tape
P4
I 'D �0 F
WATER LINE OD 0 SANITARY SEWER
i-l-,aHiritactured {O! oma king aincj,oen"Tviiij vidergroitid Lt,hiues -a
v I
GENERAL NOTES
Minimum of 8 Inc and thi,_,r conl�11UQUS.
I C,
W,
n5cribed witn a descriptii.on of -heUt,'ity v,,tN nnetallic core
I
BEDDING SHALL BE CLASS 1 WORKED BY 6 FINAL BACKFILL NOT UNDER PAVED AREAS CAN
encased,in a protective jacket fc,, ci.:rDsicf) Protecfion
HAND, BE CLASS IV COMPACTED TO 95% STANDARD
PROCTOR,
detectable ov rneial defector w,,en ,ape s buried ip to 30 ricHres
2
HAUNCHING SHALL BE WORKED AROUND -THE PIPE7, ALL MATERIALS ARE CLASSIFIED IN
deep, colored as follows
I
BY HAND TO ELIMINATE VOIDS AND SHALL BE CLASS ACCORDANCE WITH ASTM D 2321 -11,
8-
I OR CLASS 11 COMPACTED TO 95% STANDARD
Red, Plectnc
PROCTOR ALL, MATERIALS SHALL BE INSTALLED IN
2 Yellow Gas, oil- stearn, aid clane!o,is?�)aterras
3
MAXIMUM 8" LOOSE LIFTS IN ACCORDANCE
INITIAL BACKFILL SHALL BE CLASS i WORKED WITH ASTM D 698. CLASS III AND IV
3 Orainge T elephone and omer cos-innun,ccat;ons
BY HAND OR CLASS 11 COMPACTED TO MATERIALS SHALL BE COMPACTED ± 2% OF
955% STANDARD PROCTOR
4 Blue 1.1datersysterl
THEIR OPTIMUM MOISTURE CONTENT.
5 Green Sewer systems
4
19
INITIAL BACKFILL NOT UNDER PAVED AREAS FILL SALVAGED FROM EXCAVATION SHALL BE
CAN BE CLASS III COMPACTED TO 95%
/
i
1
FREE OF DEBRIS, ORGANICS AND ROCKS
STANDARD PROCTOR. LARGER THAN 3"
5
FINAL BACKFILL SHALL BE CLASS 1, If OR
III COMPACTED AS NOTED IN NOTES 3. AND 4 10, ALL TRENCH EXCAVATIONS SHALL BE SLOPED,
SHORED, SHEETED, BRACED, OR OTHERWISE
SUPPORTED IN COMPLIANCE WITH OSHA
0
-,8
REGULATIONS AND LOCAL ORDINANCES. (SEE
w
E.
SPECIFICATIONS)
1) 1 -11, '.J'ABLE YVAII�NIPIN`G E F,
'A- E
1_,TIIATY TRII,'IN CH ANI) BEDDING
u�z< Z
2 �e W
I
-'a ca
Cr
z Z 0 0 Uj
NOT TO SCALE
f
< Lij 0 >_ >_
U)
�r,
a- W 0 Z W Z W W
:D Z M Z
NYLOPLA�T DRAIN BASINAIL]DOME GRATE
F
3rDDING S -,LL BE CLASS I VVORKED 6�
H '-\ NJ D
`_HALL BE WORKED AROUND THE PIPE
3,'i' H,\ND P-�, �_� LIMINATE VOIDS AND SHALL BE CLASS
OF ASSSTAN
"COMPACTED TO 95% ,DARD
R
NL BILL SHALL BE CLASS 1
_�KED B', --iAND OR CLASS 11
11)MtD1-\CE_ TO 95% STANDARD PROCTOR,
N! \L
Ei,\'_ : ILL NOT UNDER PAVED AREi'a$
_[�
_AN BE 6CL' �',S H COMPACTED TO 95°'c�
,, OR, 1�vNDARD --�-,'OCI
iNB,\ICK -L SHALL BE CLASS 1.11. OR
A (,](AMPAC :") AS NOTED IN NOTES 3, AND 4
to,' - B'CIP _L NOT UNDER PAVED AREAS GAN
3
E (A__'I's OMPACTED TO 95% STANDARD
1 OR,
MiATER,­ S ARE CLASSIFIED IN ACCORDANCE
vVI H AS I'M --,, 2321-11
6 `Fi­ fAIVIER -.--S SHALL BE INSTALLED IN
MAX,1MLINI B _')OSE LIFTS IN ACCORDANCE
AS Lr 598. CLASS III AND IV
Aj I T
M T f,I SiALLBE COMPACTED ± 2`Lv OF THEIR
OP T;MDF V STURE CONTENT
I L L Sate A D FROM EXCAVATION SHALL L BE
OF DEN RIS. ORGANICS AND ROCKS
­'aRGER FI -T- 3"
i J \ j- I- 'RENr - EXCAVATIONS SHALL BE SLOPED"
SFIOI:ED S1 FETED BRACED, OR OTHERWISE
7L)FPOR FEI 'A COMPLIANCE WITH OSHA
VEGIUILAIIC,,-3 AND LOCAL ORDINANCES
_,NEC;FIC`__INS)
STMOI ISI"NN"I"11 TPENCH & HIA)DIAROG
NO T 10
-4-
Oi4ifAA4 PIPE BURA: 1_
DRAWN BY:
DEDTH PER PIPE
is
OANS ,FACT RER
_W,SRT HE,' -TS
�ECOEIMENDATON!
SCALE:
MIN MANUFACTURING
TAPE OFF)
RErl SAME :AS klill SUNIPl
_Irl -T&_1uTi -,_D-,IPTERS
E K'7-CRCORRLSATE1_, HDPE
2 4
AN'_,DP D,_JA_
�,_L, N HP PC SE V, ER `EX CDR 35)
Pl.,-D, ,EN: SCF P., C
CORRUGATED S. RIBBED PSC
-EPTIGHT JOINT
',C,Ff��,6-JED HIDOESHCOOL
........ Zmms%—
ADAP!tAMa%,,%RJA&51
VARIABLE SCAMP DEPTH
E_
ACCORDING TO PLANS
I.T I,,! IN ON 8' - 24", 1 T MIN, ON 30
BASED ON MANUFAC'T� �RING REQ
MIN ON 8" - 24"
3' MIN ON 30'
HE BACKFILL M ATER [AL SHAL, BE CRUSHED STONE OR HER
RvVU AR MATERIAL MEETING THE REQUIRENIENTS OF CLASS I
OR CLASS 11 MATERIAL AS DEFINED IN ASTNID2321 BEDDING&
BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE PLACED &
vOMPAC TED UNIFORMLY IN ACCORDANCE WITH ASTM D2321
T.
I Rri n r1R.1,111,1N Ry �BC
N' GHT—_
-',A S, R, ES T! (2,
NDP St
2
RE BY 0`14F
T!,
7— T� NEE N, q r NS1'1 v''
CK
ORB"IDE"i �C,
1 41^3HELT 7001-11ti-397 REV C
RIPRAP C)UTL,ET
PROFECTION
NOT 10 SCALE
FINISH GRADE
PROP TAPPING VALVE
PROP TAPPING SLEEVE -
EXIST WATER MAIN
SERVICE TO
SITE OR HYDRANT
WATER SERVICE
FLAT ROCK OR
'AW
CONCRETE
--CONCRETE THE jST BLOCK
SEE THRUS F BLZICK DETAIL
NOTE.
WET TAP AND VAI_. ,'E MANUFACTURER SHALL BE DETERMINED BY
'GOVERNING MUACR WATER SUPPLIER.
WET TAP DETA11-
NOT TO SCALE
2` SQ x 5' 1 HICK CLASS B
CONCRETEPAD
VALVE BOX TO BUT
AND DEPTH C
TEMP BACt
VALVE BC
W
GATEVALVE
NOT TO SCALE
ADJUST TOP SECTION
TO FINISH GRADE
ALVE BOX TO BE ENTIRELI
UPPORTED BY CONCRETE
LGCKS OR BRICKS TO SUIT
ALVE OR BOX MUST NOT
EAR ON VALVE OR PIPE
CORE DRILL EXISTING MANHOLE
AND SEAL WITH A -LOCK GASKET
AND NOW SHRINKING GROUT
FOR WATERTIGHT SEAL.
SUITABLE�
BACKFILL - - MANHOLE BASE
x, UREMOVE/REPLACE
INVERTS
,J-- CONCRETE CHANNEL,
SANITARY LATERAL AS REQUIRED
Z OUTLET SEWER
CRUSHED
SIONE A ,
A
C X/
APPROVED SUBGRADE—J, FOUNDATION MATERIAL
NOTE
1 MAXIMUM DROP BETW---;-::N INCOMING AND OUTGOING PIPES TO BE 2'.
IF OVER 2', DROP MAIL -OLE IS REQUIRED.
2 SEE GRADING/DRAINAC-z-/UTILITY PLAN FOR PIPE SIZES, INVERTS AND
ELEVATIONS,
S
ANITARYLATERALTO MANHOLE
CONNECTION DETAM.
1011''I 0 FC` \i
HREADED PVC CLEANOU T PLS HEAVY DUTY FRAME AND COVER
GRADE SURFACE AWAY W/ LETTERS "G O." CAST IN COVER
1" IN GRASSY AREA
FROM CLEAN OU
0" IN PAVED AREA
ADJUSFABLE HEAD -
NOiE SEE APPLICABLE DETAIL
FOR BACKFILL AND BEDDING
1 NIS I RUCTIONS. II SIZE OF RISER PIPE PER LOCAL CODES
45" BEND
0 CR`U SHIE0 STORE PER LOCAL CODES
0 /1 0%.0
.0
°CJo
�
0 . I O, " / 0
.0-
o 0.
.00 0 0
0 0
00*0'0� DIRECTION OF FLOW
.0 �O.O -
-
a000 �e 0 X. 0
0
"— PLUG WYE IF SERVICE LATERAL
NYE
DOES NOT CONTINUE
SEE PLAN FOR PIPE ZE. TYPE, AND ELEVATION
SAN ITA R N EIAVE"R C L E A N Ot"T
NOT TO SCALE
PROJECT No.:
NCR151000
DRAWN BY:
KRW
CHECKED BY:
BTO
DATE:
10/19/15
SCALE:
AS SHOWN
CAD I. D.:
SDO
<
In-voll,
<
z
E
z
>
z> z 0
P�
cc LL
W<=o LL-
1,, 2
7)
Q
'51
0 W <:E2; 0
em
6mmi1
P4
v I
I C,
W,
< < <
< 5f
22
z
CE
W
8-
>
W A 0 0 W
a 7 :r m
< 0 Fz 0
0W < 0
0- J) of Do (0
Z-1
/
r Y/0111)
0
-,8
ti
w
E.
u�z< Z
2 �e W
I
-'a ca
Cr
z Z 0 0 Uj
�O
< Lij 0 >_ >_
U)
�r,
a- W 0 Z W Z W W
:D Z M Z
0
He
J
REVISIONS
REV
DATE
COMMENT
BY
PROJECT No.:
NCR151000
DRAWN BY:
KRW
CHECKED BY:
BTO
DATE:
10/19/15
SCALE:
AS SHOWN
CAD I. D.:
SDO
PROJECT:
ROCKINGHAM
1''011
-
T j' , LLIC
v
J,
I N IS R J N C/
NC,PLLC INICBELSP-1132
4011 WESTCHASE BLVD., SUITE 290
RALEIGH, NC 27607
Phone: [phone]
Fax: [phone]
ohlerEng.com
SHEET TITLE:
(__110NSTRU(1_'TI0N
DETAILS
SHEET NUMBER:
D-1,2
ILI J
O