HomeMy WebLinkAboutSDP201400010 Plan - Approved 2014-02-04a
1
IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THIS PROJECT
WORK SCOPE PRIOR TO THE INI I IA T ION OF CONSTRUCTION, SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIVE TO
THE SPECIFICATIONS OR APPLICABLE CODES, IT IS THE CONTRAC TO^nS 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
.ar_.r_.EFTANCE nF FLgI RPSP�nISiRU -ITY BY THE CONTRAC_.TOR TO COMPLETE THE SCOPE OF THE WORK AS DEFINED BY THE DRAWINGS AN❑ IN
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CONTACT INFORMATION
REFERENCES
♦ BOUNDARY & TOPOGRAPHIC /ALTA SURVEY:
TITLED "TOPOGRAPHIC SURVEY, PANTOPS SHOPPING CENTER, TMP 78 -75A, HICKMAN
ROAD AND ROLKIN ROAD"
PREPARED BY ROUDABUSH, GALE & ASSOCIATES, INC.
914 MONTICELLO ROAD
CHARLOTTESVILLE, VA 22902
PHONE: 434- 977 -0205
DATED: 08/21/13
♦ GEOTECHNICAL REPORT:
TITLED "REPORT OF GEOTECHNICAL STUDY, ROLKIN ROAD RETAIL BUILDING, ALBEMARLE
COUNTY, VIRGINIA, F &R PROJECT NO. 71 R- 0129"
PREPARED BY FROEHLING & ROBERTSON, INC.
6181 ROCKFISH GAP TURNPIKE
CROZET, VA 23932 -3330
PHONE: 434 - 823 -5154
DATED: 09/25/13
♦ SPECIAL USE PERMIT:
TITLED "SPECIAL USE PERMIT FOR ROLKIN ROAD RETAIL CENTER"
PREPARED BY BOHLER ENGINEERING
28 BLACKWELL PARK LANE, SUITE 201
WARRENTON, VA 20186
PHONE: 540 - 349 -4500
DATED: 10/17/13
♦ ZONING MAP AMENDMENT:
TITLED "PLANNED DEVELOPMENT MIXED COMMERCIAL APPLICATION PLAN - ZMA199800020"
DATED: 10/21/98
♦ PROFFERS:
TITLED "ZMA -98 -20 PANTOPS PD -MC; TAX MAP 78, PARCELS 20A, 73, 73A, 75 AND 76"
DATED: 10/28/98 AND 1/18/01
GOVERNING ACTENCIES
♦ COUNTY OF ALBEMARLE
DEPARTMENT OF COMMUNITY DEVELOPMENT
401 McINTIRE ROAD
CHARLOTTESVILLE, VA 22902
PHONE: 434 - 296 -5832
FAX: 434 - 972 -4126
FUTILITIES
♦ ALBEMARLE COUNTY SERVICE AUTHORITY
168 SPOTNAP ROAD
CHARLOTTESVILLE, VA22911
TEL: (434) 977 -4511
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LOCATION OF SITE
ROLKIN ROAD &ABBEY ROAD
TAX MAP 78 -75A
CHARLOTTESVILLE, VA 22911
RIVANNA MAGISTERIAL DISTRICT
L�
ALBEMARLE COUNTY
LOCATION MAP
COPYRIGH IADC THE MAP PEOPLE
PERMIT USE NO. 20602153 -5
SCALE: 1 " =2000'
C N°l� RACT PURCHASER/
DEVELOPER
RIVERBEND MANAGEMENT
321 E. MAIN STREET, SUITE 200
CHARLOTTESVILLE, VA 22902
CONTACT: ALAN TAYLOR
PHONE: 434 - 24!5 -4970
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PANTOPS OFFICE BUILDING LLC
P.O. BOX 8147
CHARLOTTESVILLE VA, 22906
Pl\EPAlRED'BY
28 BLACKWELL PARK LANE, SUITE 201
WARRENTON, VIRGINIA 20186
Phone: (540) 349 -4500
Fax: (540) 349 -0321
www. BohlerEngineering. com
CONTACT: DANIEL R. HINES, P.E.
SHEET INDEX
SHEET TITLE
SHEET NUMBER
COVER SHEET
1
GENERAL NOTES
2 -3
TOPOGRAPHIC SURVEY (FOR INFORMATION ONLY)
4
EXISTING CONDITIONS AND DEMOLITION PLAN
5
SITE AND UTILITY PLAN
6
GRADING PLAN
7
STORM PROFILES AND COMPUTATIONS
8
UTILITY PROFILES AND COMPUTATIONS
9
EROSION AND SEDIMENT CONTROL PLAN - PHASE II
10
EROSION AND SEDIMENT CONTROL NOTES
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12
LANDSCAPE PLAN
13
LANDSCAPE DETAILS
14
LIGHTING PLAN
15
92
16 -16A
FIRE LANE PLAN
17
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WATER DETAILS
23
SAN4ITARY SEWER DETAILS
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APPROVED PROFFERS
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LOCATION MAP
COPYRIGH IADC THE MAP PEOPLE
PERMIT USE NO. 20602153 -5
SCALE: 1 " =2000'
C N°l� RACT PURCHASER/
DEVELOPER
RIVERBEND MANAGEMENT
321 E. MAIN STREET, SUITE 200
CHARLOTTESVILLE, VA 22902
CONTACT: ALAN TAYLOR
PHONE: 434 - 24!5 -4970
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PANTOPS OFFICE BUILDING LLC
P.O. BOX 8147
CHARLOTTESVILLE VA, 22906
Pl\EPAlRED'BY
28 BLACKWELL PARK LANE, SUITE 201
WARRENTON, VIRGINIA 20186
Phone: (540) 349 -4500
Fax: (540) 349 -0321
www. BohlerEngineering. com
CONTACT: DANIEL R. HINES, P.E.
SHEET INDEX
SHEET TITLE
SHEET NUMBER
COVER SHEET
1
GENERAL NOTES
2 -3
TOPOGRAPHIC SURVEY (FOR INFORMATION ONLY)
4
EXISTING CONDITIONS AND DEMOLITION PLAN
5
SITE AND UTILITY PLAN
6
GRADING PLAN
7
STORM PROFILES AND COMPUTATIONS
8
UTILITY PROFILES AND COMPUTATIONS
9
EROSION AND SEDIMENT CONTROL PLAN - PHASE II
10
EROSION AND SEDIMENT CONTROL NOTES
11
EROSION AND SEDIMENT CONTROL DETAILS
12
LANDSCAPE PLAN
13
LANDSCAPE DETAILS
14
LIGHTING PLAN
15
LIGHTING DETAILS
16 -16A
FIRE LANE PLAN
17
CONSTRUCTION DETAILS
18 -20
RETAINING WALL DETAILS
21 -22
WATER DETAILS
23
SAN4ITARY SEWER DETAILS
24
APPROVED PROFFERS
25
INSPECTIONS DEPARTMENT:
ALBEMARLE COUNTY SERVICE
PLANNING DEPARTMENT
ENGINEERING DEPARTIMENT.
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DATE:
DATE: /,/Z Lly
DATE: 4
DATE: 4 --?-IL/
VIRGINIA DEPARTMENT OF TRANSPORTATION / DATE: el 21lil
VIRGINIA DEPARTMENT OF HEALTH qA DATE:
ARCHITECTURAL REVIEW BOARD ` DATE:
FIRE AND RESCUE DEPARTMENT _ DATE:
WE THE UNDERSIGNED DEVELOPER(S) UNDERSTAND THAT APPROVAL OF THIS PLAN BY THE COUNTY OF ALBEMARLE DOES
NOT NECESSARILY INDICATE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT) APPROVAL OF THE PLAN. APPROVAL OF
THE PLAN BY THE COUNTY DOES NOT IN ANY WAY RELIEVE ME OF MY RESPONSIBILITY IN OBTAINING FINAL VDOT APPROVAL
PRIOR TO THE ISSUANCE OF BUILDING PERMITS AND /OR CERTIFICATES OF OCCUPANCY.
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REVISIONS
REV
DATE
COMMENT
BY
1
4/16/14
PER COUNTY
COMMENTS
DRH
THE FOLLOWING STATES REQUIRE NOTIFICATION BY
EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING TO
DISTURB THE EARTH'S SURFACE ANYWHERE IN THE STATE.
IN VIRGINIA, MARYLAND, THE DISTRICT OF COLUMBIA, AND
DELAWARE CALL - 811
(WV 1- 800 - 245- 4848) (PA 1- 800 - 242- 1776) (DC 1- 800 - 257 -7777)
(VA 1-800-552-7001) (MID 1 -800- 257- 7777) (DE 1 -800- 282 -8555)
APPROVED FOR
CONSTRUCTION
PROJECT No.: V132042
DRAWN BY: RTY
CHECKED BY: DRH
DATE: 4/16/14
SCALE: AS NOTED
CAD 1. D.: SDI
PROJECT:
1FINAL,
SITE PLAN
FOR
-ROLKIN JROMi'i
'RETAIIL, C I NTEIR
LOCATION OF SITE
ROLKIN ROAD & ABBEY ROAD
TAX MAP 78 -75A
CHARLOTTESVILLE, VA 22911
RIVANNA MAGISTERIAL
DISTRICT
ALBEMARLE COUNTY
BOHLER
E N G IN E E RI N G
28 BLACKWELL PARK LANE, SUITE 201
WARRENTON, VIRGINIA 20186
Phone: (540) 349 -4500
Fax: (540) 349 -0321
www.BohlerEnaineerina.com
Stitt I I I I Lt:
COO I AIRIN,
SHEET
SHEET NUMBER:
I
OF 25
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.
O DOCUMENTS BY REFERENCE AS PART OF THIS 1. THE FOLLOWING DOC ARE R INCORPORATED I SITE PLAN:
• "BOUNDARY & TOPOGRAPHICJALTA SURVEY - TOPOGRAPHIC SURVEY, PANTOPS SHOPPING CENTER, TMP 78 -75A, HICKMAN
ROAD AND ROLKIN ROAD ", PREPARED BY ROUDABUSH, GALE & ASSOCIATES, INC., 08/21/13.
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
e O REQUIREMENTS OF HE JURISDICTION WHERE THE PROJECT IS TO BE CONSTRUCTED, D ANY A D
et seq.) R THE REQ T AN N 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 NECES SARY OR REQUIRED PERMIT S
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.
I O S N
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, STATIUTORY 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. IF THE CONTRACTOR DEVIATES FROM THE PLANS AND SPECIFICATIONS, INCLUDING THE NOTES CONTAINED HEREIN,
WITHOUT FIRST OBTAINING THE PRIOR WRITTEN AUTHORIZATION OF THE ENGINEER FOR SUCH DEVIATIONS, THE
CONTRACTOR IS SOLELY RESPONSIBLE FOR THE PAYMENT OF ALL COSTS INCURRED IN CORRECTING ANY WORK DONE
WHICH DEVIATES FROM THE PLANS, ALL FINES AND /OR PENALTIES ASSESSED WITH RESPECT THERETO AND ALL
IT iS T HE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THIS PROJECT
NORK SCOPE PRIOR TO THE INII IATION OF CON' 3TRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIVE T(
THE SPECIFICATIONS OR APPLICABLE CODES, IT IS THE CONTRACTO ^R'S RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD IN
WRITING PRIOR TO THE START OF CONSTRUCTION, FAILURE BY THE CONTRACTOR TO NOTIFY fHE PROJECT ENGINEER SHALL CONSTITUTE
4CC.FPTANf1F OF FI II RF$PQNSIBLITY RY jHF f.ONTR!{CjOR TQ COAAPI FTF THE SCOPE OF THE WORK AS DEFINED BY THE DRAWINGS AND !p
H -.\13 \V132042 \IA WNGS \PLM SETS \FINAL 511E R*VI32042S01.DNC WH BY: CWWNS 5.28.14 0 129 PM usr SAVO ar: =UNS
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
O ANY FAILURE TO SO MAINTAIN OR PRESERVE SITE AND/OR DESIGN FEATURES. IF OWNER FAILS
ISNOTRESPONSIBLE F R L R
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 MU ST COMPLY WITH CO NF O RM 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 INDEMNIIFY 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 DEMOLITION NOTES
1. THIS PLAN REFERENCES:
BOUNDARY & TOPOGRAPHIC /ALTA SURVEY:
TITLED "TOPOGRAPHIC SURVEY, PANTOPS SHOPPING CENTER, TMP 78 -75A, HICKMAN ROAD AND ROLKIN ROAD"
PREPARED BY ROUDABUSH, GALE & ASSOCIATES, INC.
914 MONTICELLO ROAD
CHARLOTTESVILLE, VA 22902
PHONE: 434 - 977 -0205
DATED: 08/21/13
,i `-'
2. CONTRACTOR SHALL PERFORM ALL WORK IN ACCORDANCE WITH THE REQUIREMENTS OF THE OCCUPATIONAL SAFETY
AND HEALTH ACT OF 1970, (29 U.S.C. 651 et seq.), AS AMENDED AND ANY MODIFICATIONS, AMENDMENTS OR REVISIONS
TO SAME.
3. BOHLER ENGINEERING HAS NO CONTRACTUAL, LEGAL, OR OTHER RESPONSIBILITY FOR JOB SITE SAFETY OR JOB SITE
SUPERVISION, OR ANYTHING RELATED TO SAME.
4. THE DEMOLITION PLAN IS INTENDED TO PROVIDE GENERAL INFORMATION, ONLY, REGARDING ITEMS TO BE
DEMOLISHED AND /OR REMOVED. THE CONTRACTOR MUST ALSO REVIEW THE OTHER SITE PLAN DRAWINGS AND
INCLUDE IN DEMOLITION ACTIVITIES ALL INCIDENTAL WORK NECESSARY FOR THE CONSTRUCTION OF THE NEW SITE
IMPROVEMENTS.
5. CONTRACTOR MUST RAISE ANY QUESTIONS CONCERNING THE ACCURACY OR INTENT OF THESE PLANS OR
SPECIFICATIONS, CONCERNS REGARDING THE APPLICABLE SAFETY STANDARDS, OR THE SAFETY OF THE
CONTRACTOR OR THIRD PARTIES IN PERFORMING THE WORK ON THIS PROJECT, WITH BOHLER ENGINEERING, IN
WRITING, AND RESPONDED TO BY BOHLER, IN WRITING, PRIOR TO THE INITIATION OF ANY SITE ACTIVITY AND ANY
DEMOLITION ACTIVITY. ALL DEMOLITION ACTIVITIES MUST BE PERFORMED IN ACCORDANCE WITH THE REQUIREMENTS
OF THESE PLANS AND SPECIFICATIONS AND ALL APPLICABLE FEDERAL, STATE AND LOCAL REGULATIONS, RULES,
REQUIREMENTS, STATUTES, ORDINANCES AND CODES.
6. PRIOR TO STARTING ANY DEMOLITION, CONTRACTOR IS RESPONSIBLE FOR/TO:
A.OBTAINING ALL REQUIRED PERMITS AND MAINTAINING THE SAME ON SITE FOR REVIEW BY THE ENGINEER AND
OTHER PUBLIC AGENCIES HAVING JURISDICTION THROUGHOUT THE DURATION OF THE PROJECT, SITE WORK AND
DEMOLITION WORK.
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:
• PARKING SPACES AND PARKING AISLES - SLOPE SHALL NOT EXCEED 1:50 (1/4" PER FOOT OR NOMINALLY 2.0 %) IN
ANY DIRECTION.
• CURB RAMPS - SLOPE MUST NOT EXCEED 1:12 (8.3 %) FOR A MAXIMUM OF SIX (6) FEET.
• LANDINGS - MUST BE PROVIDED AT EACH END OF RAMPS, MUST PROVIDE POSITIVE DRAINAGE, AND MUST NOT
EXCEED 1:50 (1/4" PER FOOT OR NOMINALLY 2.0 %) IN ANY DIRECTION.
• PATH OF TRAVEL ALONG ACCESSIBLE ROUTE - MUST PROVIDE A 36 -INCH OR GREATER UNOBSTRUCTFED 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 (114" PER FOOT OR
NOMINALLY 2.0 %) IN CROSS SLOPE. WHERE PATH OF TRAVEL WILL BE GREATER THAN 1:30 (5.0 %), ADA RAMP MUST
BE ADHERED TO. A MAXIMUM SLOPE OF 1:12 (8.3 %), FOR A MAXIMUM RISE OF 2.5 FEET, MUST BE PROVIDED. THE
RAMP MUST HAVE ADA HAND RAILS AND "LEVEL" LANDINGS ON EACH END THAT ARE CROSS SLOPED NO MORE
THAN 1:50 IN ANY DIRECTION (1/4" PER FOOT OR NOMINALLY 2.0 %) FOR POSITIVE DRAINAGE.
• DOORWAYS - MUST HAVE A "LEVEL" LANDING AREA ON THE EXTERIOR SIDE OF THE DOOR THAT IS SLOPED AWAY
FROM THE DOOR NO MORE THAN 1:50 (1/4" PER FOOT OR NOMINALLY 2.0 %) FOR POSITIVE DRAINAGE. THIS
LANDING AREA MUST BE NO LESS THAN 60 INCHES (5 FEET) LONG, EXCEPT WHERE OTHERWISE PERMITTED BY
ADA STANDARDS FOR ALTERNATIVE DOORWAY OPENING CONDITIONS. (SEE ICC /ANSI A117.1 -2003 AND OTHER
REFERENCED INCORPORATED BY COD.)
• 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.
• 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.
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 MUS T BE INDEPENDENTLY CONFIRMED BY
THE CONTRACTOR IN THE FIELD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. ALL DISCREPANCIES MUST
IMMEDIATELY BE REPORTED IN WRITING O ENGINEER. T THE CONSTRUCTION MUST COMMENCE BEGINNING AT E
TH
LOWEST INVE RT ( POINT O F CONNECTION) AND PROGRESS UP GRADIENT. PROPOSED INTERFAC E POIN TS (CROSSINGS)
INGS)
WITH EXISTING UNDERGROUND UTILITIES SHALL BE FIELD VERIFIED BY TEST PIT PRIOR TO COMMENCEMENT OF
CONSTRUCTION.
2 CONTRACTOR S
R M T VERTICALLY AND HORIZONTALLY LOCATE ALL UTILITIES AND SE V ICE S 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.
TI N.
3. IT IS THE CONTRACTOR'S RESPONSIBILITY TO REVIEW ALL CONSTRUCTION CONTRACT DOCUMENTS INCLUDING, BUT
NOT O LIMITED G
I T ALL O F THE DRAWINGS 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, TES
AW S 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 L OC ATE AND C LEARLY AN D 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.
f
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%
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 .075% 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, INI
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
UNLESS INDICATED OTHERWISE, ALL STORM SEWER PIPE MUST BE REINFORCED CONCRETE PIPE (RCP) CLASS III WITH
SILT TIGHT JOINTS. WHEN HIGH - DENSITY POLYETHYLENE PIPE (HDPE) IS CALLED FOR ON THE PLANS, IT MUST
CONFORM TO AASHTO M294 AND TYPE S (SMOOTH INTERIOR WITH ANGULAR CORRUGATIONS) WITH GASKET FOR SILT
TIGHT JOINT. PVC PIPE FOR ROOF DRAIN CONNECTION MUST BE SDR 26 OR SCHEDULE 40 UNLESS INDICATED
OTHERWISE.
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.
SEWERS CONVEYING SANITARY FLOW COM B INED 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
S ADEQUATE STRUCTURAL SUPPORT FO
UNDER A EWER, ADEQ AT R THE SEWER MUST BE PROVIDED.
28. WATER MAIN PIPING MUST BE INSTALLED IN ACCORDANCE W ITH'THE REQUIREMENTS AND SPECIFICATIONS OF THE
LOCAL WATER PURVEYOR. IN THE ABSENCE OF SUCH REQUIREMENTS, WATER MAIN PIPING MUST BE CEMENT -LINED
DUCTILE IRON (DIP) MINIMUM CLASS 52 THICKNESS. ALL PIPE AND APPURTENANCES MUST COMPLY WITH THE
APPLICABLE AWWA STANDARDS IN EFFECT AT THE TIME OF APPLICATION.
29. CONTRACTOR MUST ENSURE THAT ALL UTILITY TRENCHES LOCATED IN EXISTING PAVED ROADWAYS INCLUDING
SEWER, WATER AND STORM SYSTEMS, MUST BE REPAIRED IN ACCORDANCE WITH REFERENCED MUNICIPAL, COUNTY
AND /OR VDOT DETAILS AS APPLICABLE. CONTRACTOR MUST COORDINATE INSPECTION AND APPROVAL OF COMPLETED
WORK WITH THE AGENCY WITH JURISDICTION OVER SAME.
30. WHERE BASEMENTS ARE TO BE PROVIDED FOR 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.
31. 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.
32. LOCATION OF PROPOSED UTILITY POLE RELOCATION IS AT THE SOLE DISCRETION OF UTILITY COMPANY.
33. 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.
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
LUMINAIRES MAY VARY DUE TO VARIATIONS IN WEATHER, ELECTRICAL VOLTAGE, TOLERANCE IN LAMPS, THE
SERVICE LIFE OF EQUIPMENT AND LUMINAIRES AND OTHER RELATED VARIABLE FIELD CONDITIONS.
2. EACH OUTDOOR LUMINAIRE EQUIPPED WITH A LAMP THAT EMITS 3,000 OR MORE INITIAL LUMENS SHALL BE A
FULL CUTOFF LUMINAIRE AND SHALL BE ARRANGED OR SHIELDED TO REFLECT LIGHT AWAY FROM ADJOINING
RESIDENTIAL DISTRICTS AND AWAY FROM ADJACENT ROADS. THE SPILLOVER OF LIGHTING FROM LUMINAIRES
ONTO PUBLIC ROADS AND PROPERTY IN RESIDENTIAL OR RURAL AREAS ZONING DISTRICTS SHALL NOT EXCEED
ONE HALF FOOTCANDLE.
3. THE LUMINAIRES, LAMPS AND LENSES MUST BE REGULARLY INSPECTED /MAINTAINED TO ENSURE THAT THEY
FUNCTION PROPERLY. THIS WORK SHOULD INCLUDE, BUT NOT BE LIMITED TO, FREQUENT VISUAL INSPECTIONS,
CLEANING OF LENSES, AND RELAMPING (IF NECESSARY) AT LEAST ONCE EVERY SIX (6) MONTHS. FAILURE TO
FOLLOW THE ABOVE STEPS COULD CAUSE THE LUMINARIES, LAMPS AND LENSES TO FAIL PROPERLY TO
FUNCTION.
4. 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.
5. THIS LIGHTING PLAN IS- INTENDED TO SHOW THE LOCATIONS AND TYPE OF LUMINAIRES, ONLY. POWER SYSTEM,
CONDUITS, WIRING, VOLTAGES AND OTHER ELECTRICAL COMPONENTS ARE THE RESPONSIBILITY OF THE
ARCHITECT, MEP AND /OR LIGHTING CONTRACTOR, AS INDICATED IN THE CONSTRUCTION CONTRACT
DOCUMENTS. THESE ITEMS MUST BE INSTALLED AS REQUIRED BY STATE AND LOCAL REGULATIONS.
CONTRACTOR IS RESPONSIBLE FOR INSTALLING LIGHTING FIXTURES AND APPURTENANCES IN ACCORDANCE
WITH ALL APPLICABLE BUILDING AND ELECTRICAL CODES AND ALL OTHER APPLICABLE RULES, REGULATIONS,
LAWS AND STATUTES.
6. CONTRACTOR MUST BRING TO DESIGNER'S ATTENTION, PRIOR TO THE COMMENCEMENT OF CONSTRUCTION,
ANY LIGHT LOCATIONS THAT CONFLICT WITH DRAINAGE, UTILITIES, OR OTHER STRUCTURES.
7. 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.
8. 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.
9. THE CONTRACTOR MUST VERIFY THAT INSTALLATION OF LIGHTING FIXTURES COMPLIES WITH THE
REQUIREMENTS FOR SEPARATION FRAM OVERHEAD ELECTRICAL WIRES AS INDICATED IN THE HIGH VOLTAGE
'PROXIMITY REGULATIONS N.J.A.C. 12 -186.
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' ,
STORMWATER 'YE A'YlNd 1SS1eA 1T/1D1'Y1P NARRATIVE:
1TIVE
THE SUBJECT SITE IS APPROXIMATELY 1.67 ACRES AND IS BORDERED TO THE NORTH BY ABBEY ROAD, TO THE EAST
BY A MEDICAL OFFICE BUILDING, TO THE SOUTH BY HICKMAN ROAD AND AN OFFICE BUILDING AND TO THE WEST BY
ROLKIN ROAD. THE PARCEL WAS ESTABLISHED AS A PAD PARCEL WITHIN THE PANTOPS SHOPPING CENTER. THIS
PARCEL WAS ORIGINALLY INTENDED TO BE DEVELOPED AS AN APPROXIMATE 10,b00SF SPECIALTY RETAIL USE. THE
EXISTING SITE WAS ROUGH GRADED AND WAS STABILIZED WITH GRASS.
THE SITE HAS A SIGNIFICANT ELEVATION CHANGE (APPROXIMATELY 30') FROM ITS HIGHPOINT IN THE NORTHWEST
CORNER TO ITS LOW AREA ALONG THE SOUTHERN PROPERTY. ALL OF THE RUNOFF FROM THE SITE DRAINS TO THE
SOUTHERN PROPERTY BOUNDARY AND INTO THE EXISTING STORM SYSTEM IN HICKMAN ROAD.
IN THE PROPOSED CONDITION, STORMWATER RUNOFF WILL BE COLLECTED INTO A SERIES OF INLETS LOCATED
ONSITE AND PIPED OFFSITE INTO THE EXISTING STORM NETWORK LOCATED ALONG HICKMAN ROAD. THE RUNOFF
WILL THEN FLOW THROUGH THE EXISTING STORM NETWORK, AND ULTIMATELY DISCHARGE TO A WET POND
LOCATED 600'± SOUTHWEST OF THE SITE. THE EXISTING WET POND WAS SIZED AND BUILT WITH THE DEPARTMENT
OF MOTOR VEHICLES SITE PLAN, AND WAS DESIGNED TO MANAGE WATER QUALITY AND QUANTITY FOR THE
PANTOPS SHOPPING CENTER, INCLUDING THIS SITE. LIKEWISE, THE EXISTING STORM NETWORK, LOCATED ALONG
HICKMAN ROAD, WAS DESIGNED TO CAPTURE THE FLOW FROM THE SITE IN ITS FINAL DEVELOPED CONDITION.
IN ORDER TO PROVE THE EXISTING STORM SYSTEM IS ADEQUATE TO CARRY THE INCREASED FLOW FROM SITE, THE
EXISTING PIPE RUN FROM INLET EXO TO EX1 WAS ANALYZED. THE STORM COMPUTATIONS FOR THE EXISTING
SYSTEM ARE SHOWN ON SHEET 8. BY REFERENCING THE GIS CONTOURS FOR THE AREA, AND COMBINING IT WITH
SURVEYED CONTOUR DATA, A DRAINAGE AREA WAS DETERMINED FOR THE EX1 INLET OF 0.30 AC AT A C VALUE OF
0.65. AS SHOWN ON THE STORM COMPUTATIONS TABLE, THE EXISTING PIPE IS ADEQUATE TO HANDLE THE FLOW
FROM THE SITE IN THE DEVELOPED CONDITION. THE TOTAL FLOW IS APPROXIMATELY 50% OF THE FULL FLOW
CAPACITY FOR THE EXISTING SYSTEM.
IT IS THE OPINION OF THE ENGINEER THAT SINCE THE EXISTING OFFSITE WET POND WAS DESIGNED TO
ADEQUATELY CONTROL AND TREAT THE RUNOFF CREATED BY THIS SITE IN THE DEVELOPED CONDITION, AND SINCE
THE RECEIVING DOWNSTREAM PIPE RUN IS ADEQUATE TO HANDLE THE ADDITIONAL FLOW, THEN THE
REQUIREMENTS FOR STORMWATER MANAGEMENT, BMP'S, AND ADEQUATE OUTFALL ARE MET FOR THE PROPOSED
DEVELOPMENT.
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REVISIONS
REV
DATE
COMMENT
BY
1
4/16/14
PER COUNTY
COMMENTS
DRH
DATE:
4/16/14
SCALE:
N/A
CAD I. D.:
SD1
THE FOLLOWING STATES REQUIRE NOTIFICATION BY
EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING TO
DISTURB THE EARTH'S SURFACE ANYWHERE IN THE STATE.
IN VIRGINIA, MARYLAND, THE DISTRICT OF COLUMBIA, AND
DELAWARE CALL - 811
(WV 1- 800 - 245 -4848) (PA 1- 800 - 242- 1776) (DC 1 -800- 257 -7777)
(VA 1 -800- 552- 7001)QMD 1- 800 - 257- 7777) (DE 1- 800 - 282 -8555)
APPROVED FOR
CONSTRUCTION
III%
)
PROJECT No.: V132042
DRAWN BY:
RTY
CHECKED BY:
DRH
DATE:
4/16/14
SCALE:
N/A
CAD I. D.:
SD1
PROJECT..
FINAL
SITE SII�lE .Il LAS
FOR
lRJLKIT
lRX0 D
RE l AIL CE EIR
LOCATION OF SITE
ROLKIN ROAD & ABBEY ROAD
TAX MAP 78 -75A
CHARLOTTESVILLE, VA 22911
RIVANNA MAGISTERIAL
DISTRICT
ALBEMARLE COUNTY
BOHLER
E N G I N E E R I N G
28 BLACKWELL PARK LANE, SUITE 201
WARRENTON, VIRGINIA 20186
Phone: (540) 349 -4500
Fax: (540) 349 -0321
www, BohlerEngineering.com
OFD
O'�-- - iv
DANIEL R. HINES
Lic. No. 043176
4/16/14
SHEET TITLE:
R
N(lTE
SHEET NUMBER:
2
OF 25
STANDARD DRAWING LEGEND
FOR ENTIRE PLAN SET
NOT TO SCALE
EXISTING NOTE
TYPICAL NOTE TEXT
PROPOSED NOTE
POINT OF GRADE
ONSITE PROPERTY
AMERICANS WITH
DISABILITY ACT
PROP
LINE / R.O.W. LINE
ARCH
ARCHITECTURAL
NEIGHBORING
POINT OF TANGENCY
- -
PROPERTY LINE /
- -
POINT OF TANGENCY, CURB
RETURN
INTERIOR PARCEL LINE
BASEMENT FLOOR
-
EASEMENT
-
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
RETAINING WALL
CF
CUBIC FEET
R/W
RIGHT OF WAY
CL
CENTERLINE
DEPRESSED CURB AND GUTTER_
- --
CMP
CORRUGATED
METAL PIPE
UTILITY POLE
--o
CONN
WITH LIGHT
SF
SQUARE FEET
POLE
CONCRETE
STA
LIGHT
CPP
CORRUGATED
PLASTIC PIPE
TRAFFIC
_
CY
LIGHT
S/W
O
UTILITY
Q
TBR
POLE
DEP
DEPRESSED
TYPICAL
TO BE RELOCATED
(�
LIGHT
TC
TOP OF CURB
ACORN
DOMESTIC
TELE
LIGHT
ELEC
-gyp •• - -• --
TYPICAL
-Q-
ELEV
SIGN
TW
TOP OF WALL
PARKING
EDGE OF PAVEMENT
TYP
COUNTS
ES
EDGE OF SHOULDER
- % %O- - -
CONTOUR
190
------- - - - - -- 169------ - - - - --
LINE
187
�'�
SPOT
C516.00
TC 516.00
FES
OR 516 :4
ELEVATIONS
WATER LINE
BC 515.55
FINISHED FLOOR
W/M
SAN
SANITARY
SAN
±
LABEL
#
FINISHED GRADE
STORM
$#
U/
LABEL
#
DIAMETER
SANIITARY SEWER
°L
#
NUMBER
LATERAL
yy
UNDERGROUND
W
GRADE LOWER SIDE
OF WALL
WATER LINE
GRATE
GV
UNDERGROUND
E
HIGH DENSITY
POLYETHYLENE PIPE
ELECTRIC LINE
HIGH POINT
HOR
UNIDERGROUND
G
HEADWALL
GAS LINE
INTERSECTION
„N
OVERHEAD
OH
LINEAR FOOT
WIRE
LIMITS OF CLEARING
T
UNIDERGROUND
T
LINE OF SIGHT
TELEPHONE LINE
LOW POINT
L/S
UNIDERGROUND
C
MAXIMUM
CABLE LINE
MINIMUM
-- - - - - - -- - -
STORM
MJ
- - _._. - _._. - - - .^
SEWER
ON CENTER
PA
SANITARY
S
POINT CURVATURE
SEWER MAIN
POINT OF
COMPOUND
CURVATURE,CURB
RETURN
lcr
HYDRANT
*00
j
�J
SANITARY
MANHOLE
i O �
�
��_
r
STORM
/����
T
®
MANHOLE
1\ J
wm
WATER
4
METER
WV
WATER
•
VALVE
®
GAS
Fj
VALVE
GAS
METER
TYPICAL END
SECTION
HEADWALL OR
�l
ENDWALL
d
YARD
O
')
INLET
CURB
INLET
O
CLEAN
O
OUT
ELECTRIC
O
MANHOLE
(�
TELEPHONE
O
e J
MANHOLE
�j
ELECTRIC
FE-B]
BOX
(�
�1
ELECTRIC
EP
PEDESTAL
®
MONITORING
WELL
TEST
PIT
BENCHMARK
BORING
IT iS T HE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THIS PROJECT
WORK SCOPE PRIOR TO THE INI I iATiON OF CONSTRUCTION, SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIVE TC
THE SPECIFICATIONS OR APPLICABLE CODES, IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD IN
WRITING PRIOR TO THE START OF CONSTRUCTION. FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUTE
ACCEPTANCE OF FI II_I RFSPONSIBII_ITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF THE WORK AS DEFINED BY THE DRAW NGS AND IN
H: \13\V132042 \OWff0\P1M MS\FINAL SITE PLM \V132G425D1.DNG PWO 9Y: CCOWNS 518.14 0 3:30 RI LAST SAWD BY: =IJHS
REVIATIONS
STANDARD ABBREVIATIONS
RETAIL BUILDING
FOR ENTIRE PLAN SET
AC
ACRES
FOG
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
DEGREE
G
GRADE
0
DIAMETER
GF
GARAGE FLOOR (AT
DOOR)
#
NUMBER
GH
GRADE HIGHER SIDE
OF WALL
GL
GRADE LOWER SIDE
OF WALL
GIRT
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
VDOT GENERAL NOTES
REVISED 3/28/13
1. THESE PLANS WERE PREPARED IN ACCORDANCE WITH THE REQUIREMENTS OF VDOT SECONDARY STREET ACCEPTANCE REQUIREMENTS (SSAR
24VAC -30 -92 EFFECTIVE DECEMBER 31, 2011 AND VDOT ROAD DESIGN MANUAL APPENDIX B1).
2. METHODS AND MATERIALS USED SHALL CONFORM TO CURRENT COUNTY /TOWN AND VDOT STANDARDS AND SPECIFICATIONS.
3. ALL UTILITIES, INCLUDING ALL POLES, ARE TO BE RELOCATED AT THE DEVELOPER'S EXPENSE, PRIOR TO CONSTRUCTION.
4. OPEN CUTTIING OF PAVED OR SURFACE TREATED ROADS IS NOT PERMITTED. ALL UTILITIES WHICH WILL BE PLACED UNDER EXISTING STREETS ARE TO BE
BORED OR JACKED. ANY EXCEPTIONS, DUE TO EXTENUATING CIRCUMSTANCES, ARE TO BE ADDRESSED AT THE PERMIT STAGE.
5. ANY TYPE OF REVERSE CURB (SPILL CURB, CG -6R, ETC.) AND TRANSITION TO THESE CURBS SHALL NOT BE USED WITH THE PUBLIC RIGHT OF WAY.
6. THE DEVELOPER IS RESPONSIBLE FOR ANY DAMAGE TO EXISTING ROADS AND UTILITIES WHICH OCCUR AS A RESULT OF PROJECT CONSTRUCTION WITHIN
OR CONTIGUOUS TO EXISTING RIGHT OF WAY.
7. A SMOOTH GRADE SHALL BE MAINTAINED FROM THE CENTERLINE OF THE EXISTING ROAD TO THE PROPOSED EDGE OF PAVEMENT TO PRECLUDE THE
FORMING OF FALSE GUTTERS AND /OR THE PONDING OF ANY WATER IN THE ROADWAY.
8. STANDARD GUARDRAILS AND /OR HANDRAILS SHALL BE INSTALLED AT HAZARDOUS LOCATIONS AS DESIGNATED DURING FIELD REVIEW BY THE
COUNTY /TOWN INSPECTOR OR VDOT.
9. THE DEVELOPER IS RESPONSIBLE FOR ALL TRAFFIC CONTROL. THE DEVELOPER SHALL SUBMIT A SIGNING, STRIPING AND /OR SIGNALIZATION PLAN TO THE
VDOT LAND (DEVELOPMENT SECTION A MINIMUM OF THIRTY DAYS PRIOR TO PERMIT APPLICATION. THE DEVELOPER SHALL NOT COMMENCE
CONSTRUCTION OF ANY PAVEMENT COURSE WITHOUT AN APPROVED STRIPING PLAN.
10. PAVEMENT DESIGN IS BASED ON AN ASSUMED CBR VALUE OF 10 (USE CBR VALUE OF 6 IN LOUDOUN CO). SOIL TESTS OF SUBGRADE MUST BE SUBMITTED
FOR ACTUAL DETERMINATION OF REQUIRED THICKNESS OF THE PAVEMENT INCLUDING LAYERS OF ASPHALT AND SUBBASE PRIOR TO SUBBASE
PLACEMENT.
11. ALL UNTREATED AGGREGATE USED IN BASE OR SUBBASE COURSES SHALL BE 21 B, EXCEPT ON ROADS WITH ADT OF 1000 VPD OR LESS, WHERE 21A
AGGREGATE MAY BE USED. WHEN 21B AGGREGATE IS USED, UD -4 UNDERDRAINS MUST BE PROVIDED.
12. A 4" (MIN.) (LAYER OF STONE IS REQUIRED BENEATH CURB AND GUTTER (MAY BE SHOWN ON TYPICAL SECTION IN LIEU OF A NOTE).
13. ADDITIONAL DITCH LININGS OR SILTATION AND EROSION CONTROL MEASURES SHALL BE PROVIDED, AT THE DEVELOPER'S EXPENSE, AS DETERMINED
NECESSARY BY VDOT AND /OR THE COUNTY /TOWN DURING FIELD REVIEW. ALL COSTS SHALL BE ASSUMED BY THE DEVELOPER.
14. THE ENTIRE SURFACE OF THE ROADWAY (OLD AND NEW PORTIONS) SHALL BE OVERLAID AND RE- STRIPED AS REQUIRED BY VDOT PERSONNEL: OVERLAY
OF EXISTING PAVEMENT SHALL BE MINIMUM OF 1.25" DEPTH; ANY COSTS ASSOCIATED WITH PAVEMENT OVERLAY, OR THE MILLING OF EXISTING PAVEMENT
TO OBTAIN REQUIRED DEPTH, SHALL BE ASSUMED BY THE DEVELOPER.
15. DEVELOPER IS RESPONSIBLE FOR DESIGN AND CONSTRUCTION OF ANY TRAFFIC SIGNAL INSTALLATION OR MODIFICATION WHICH WILL BE NECESSARY AS
A RESULT OF DEVELOPMENT OF THIS SITE.
16. ALL RIGHT OF WAY DEDICATED TO PUBLIC USE SHALL BE CLEAR AND UNENCUMBERED.
17. THE COUNTY /TOWN SHALL OBTAIN A PERMIT FOR ALL SIDEWALKS WITHIN THE RIGHT OF WAY THAT DO NOT QUALIFY FOR VDOT MAINTENANCE.
18. TRAFFIC CONTROL DEVICES OR ADVISORY SIGNS, SUCH AS MULTIWAY STOPS, SPEED LIMITS, WATCH FOR CHILDREN, PEDESTRIAN TRAFFIC ETC., SHALL
NOT BE INSTALLED UNLESS SPECIFICALLY SHOWN ON THESE PLANS OR A VDOT APPROVED PLAN REVISION. SPEED STUDY CERTIFIED BY PROFESSIONAL
ENGINEER SHOULD BE SUBMITTED FOR VDOT APPROVAL PRIOR TO THE STREET ACCEPTANCE FOR ANY ROAD TO BE POSTED OTHER THAN THE
STATUTORY SPEED LIMIT. SHOULD UNAPPROVED SIGNS BE NOTED AT THE TIME OF VDOT INSPECTION, THE ROAD ACCEPTANCE PROCESS SHALL BE
TERMINATED IMMEDIATELY AND NOT RECOMMENCED UNTIL A DETERMINATION IS MADE REGARDING THE APPROVAL OF ANY ADDITIONAL SIGNS.
IMMEDIATE REMOVAL OF SUCH SIGNS SHALL NOT NEGATE THE NEED FOR THE SUBMISSION OF A REVISION.
19. LANDSCAPING AND IRRIGATION SYSTEMS SHALL NOT BE INSTALLED WITHIN THE PUBLIC RIGHT OF WAY EXCEPT AS SHOWN ON THESE PLANS OR A VDOT
APPROVED (REVISION.
20. BEGINNING JULY 1, 2009 ALL LAND USE PERMIT APPLICATIONS ARE REQUIRED TO PROVIDE AT LEAST ONE (1) PERSON WHO, AT MINIMUM, IS VERIFIED BY
VDOT IN BASIC WORKZONE TRAFFIC CONTROL FOR ALL PERMITTED ACTIVITIES WITHIN STATE MAINTAINED RIGHT OF WAY WHICH INVOLVES INSTALLING,
MAINTAINING, OR REMOVING WORKZONE TRAFFIC CONTROL DEVICES. THIS PERSON SHALL BE RESPONSIBLE FOR THE PLACEMENT, MAINTENANCE AND
REMOVAL OF ALL WORK ZONE TRAFFIC CONTROL DEVICES.
I
PROPOSED EASEMENT LEGEND
RETAIL BUILDING
SI
DI
TOTAL SITE AREA:
SIGHT DISTANCE
T
5 SPACES
STORM DRAIN
I
SS
I
(1) SPACE FOR FIRST 8,000SF, PLUS (1) SPACE FOR EACH ADDITIONAL 20,000SF
SANITARY SEWER
DW
50'
WATER
PA
-
PUBLIC ACCESS
DI
DI
RESIDENTIAL
COMMON SHARED
IE
DI
PUBLIC R/W
INGRESS - EGRESS
PU
-
PUBLIC UTILITY
I
F¢J
OZYZ�LL E
VARIABLE WIDTH S
VA
ALBEMARLE COUNTY ENGINEERING
GENERAL 'CONSTRUCTION NOTES FOR SITE PLANS
1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT -OF -WAY, INCLUDING CONNECTION TO ANY
EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION
(VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE
ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN.
2. ALL PAVING, DRAINAGE RELATED MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT
SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED.
3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED
EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER
CONSTRUCTION.
4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. THE MAXIMUM
ALLOWABLE SLOPE IS 2:1 (HORIZONTAL:VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1
OR BETTER ARE TO BE ACHIEVED.
5. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE
ALBEMARLE COUNTY DIRECTOR OF ENGINEERING, OR THE DIRECTORS DESIGNEE, IT IS DEEMED NECESSARY
IN ORDER TO STABILIZE A DRAINAGE CHANNEL.
6. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL
DEVICES.
7. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS III.
8. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE
CONSTRUCTION INDUSTRY (29 CFR PART 1926).
ZONING AND SITE TABULATIONS
PARCEL: 07800- 00- 00 -075AO
ZONING AND OVERLAY DISTRICTS: PLANNED DEVELOPMENT - MIXED USE - COMMERCIAL (PD -MC)
ENTRANCE CORRIDOR (EC)
ASSOCIATED PLANS: "SPECIAL USE PERMIT FOR ROLKIN ROAD RETAIL CENTER" - (PENDING APPROVAL)
"CRITICAL SLOPES SPECIAL EXCEPTION FOR ROLKIN ROAD RETAIL CENTER" -
(PENDING APPROVAL)
MAGISTERIAL DISTRICT: RIVANNA DISTRICT
PROPOSED USE:
RETAIL BUILDING
(5.5 SPACES / 1,000 SF)
TOTAL SITE AREA:
1.67± ACRES
58 SPACES
5 SPACES
MINIMUM
PROVIDED
BUILDING YARD SETBACKS:
(1) SPACE FOR FIRST 8,000SF, PLUS (1) SPACE FOR EACH ADDITIONAL 20,000SF
1 SPACE
RESIDENTIAL
50'
N/A
PUBLIC R/W
30'
35.56'
OFF - STREET PARKING /LOADING SPACE YARD SETBACKS:
25
RESIDENTIAL
20'
N/A
PUBLIC R/W
10'
10.66'
COMMERCIAL SF:
PARKING TABULATION:
RETAIL PARKING
STACKING SPACES
HANDICAP SPACES
LOADING SPACES
HEIGHT OF ALL STRUCTURES:
LAND USE SCHEDULE:
N/A 10,525 SF
REQUIRED
PROVIDED
(5.5 SPACES / 1,000 SF)
10,525 SF
58 SPACES
58 SPACES
5 SPACES
8 SPACES
3 SPACES
3 SPACES
(1) SPACE FOR FIRST 8,000SF, PLUS (1) SPACE FOR EACH ADDITIONAL 20,000SF
1 SPACE
1 SPACE
MAXIMUM
35'
PRE - DEVELOPMENT %
PROVIDED
28'
POST DEVELOPMENT %
BUILDING:
0 SF
0
10,525 SF
14
PRIVATE ROADS
18,248 SF
25
18,248 SF
25
INTERIOR PARKING
0 SF
0
26,104 SF
36
OPEN SPACE:
54,497 SF
75
17,868 SF
25
TOTAL:
72,745 SF
100
72,745 SF
100
LANDSCAPE PLAN REQUIRED: YES
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4/16/14
PER COUNTY
COMMENTS
DRH
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4/16/14
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COMMENT
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4/16/14
PER COUNTY
COMMENTS
DRH
DATE:
4/16/14
rn
N/A
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REVISIONS
REV
DATE
COMMENT
BY
1
4/16/14
PER COUNTY
COMMENTS
DRH
DATE:
4/16/14
SCALE:
N/A
CAD I. D.:
SD1
THE FOLLOWING STATES REQUIRE NOTIFICATION BY
EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING TO
DISTURB THE EARTH'S SURFACE ANYWHERE IN THE STATE.
IN VIRGINIA, MARYLAND, THE DISTRICT OF COLUMBIA, AND
DELAWARE CALL- 811
(WV 1- 800 - 245- 4848) (PA 1- 800 - 242- 1776) (DC 1 -800- 257 -7777)
(VA 1- 800 - 552- 7001) (MD 1- 800 - 257- 7777) (DE 1- 800 - 282 -8555)
APPROVED FOR
CONSTRUCTION
PROJECT No.: V132042
DRAWN BY:
RTY
CHECKED BY:
DRH
DATE:
4/16/14
SCALE:
N/A
CAD I. D.:
SD1
PROJECT:
FINAL
SIT E PLAN
FOR
R�LKIN READ
R
'DETAIL CENTER
LOCATIOIN OF SlTE
ROLKIN ROAD & ABBEY ROAD
TAX MAP 78 -75A
CHARLOTTESVILLE, VA 22911
RIVANNA MAGISTERIAL
DISTRICT
ALBEIMARLE COUNTY
BOHLER
E 'IN G I N E E R I N G
28 BLACKWELL PARK LANE, SUITE 201
WARRENTON, VIRGINIA 20186
Phone: (540) 349 -4500
Fax: (540) 349 -0321
www.BohlerEnaineerina.com
JY'1Ct I I I I Lt:
GENERAL
NuTES
SHEET NUMBER:
3
OF 25
Iii,.
THIS TOPOGRAPHIC SURVEY WAS COMPLETED UNDER THE DIRECT AND
RESPONSIBLE CHARGE OF, eDWARD d, cAMPBELL III FROM AN ACTUAL
X GROUND OR [ ] AIRBORNE SURVEY MADE UNDER MY SUPERVISION; THAT
THE IMAGERY AND /OR ORIGINAL DATA WAS OBTAINED ON AUGUST 16TH AND 20TH, 2013;
AND THAT THIS PLAT, MAP, OR DIGITAL GEOSPATIAL DATA INCLUDING
METADATA MEETS MINIMUM ACCURACY STANDARDS UNLESS OTHERWISE NOTE
Fire
Hydrant
ALT H of L
U �
EDWARD D. CAMPBELL,
Lic. No. 1599
/ NE Fac
547. 69 + DI -313( L =6'/I'�S
Top L 547.88 s O>
15;}�DPE Out - 543.2§
4
547.0 + /
/j
546.51
tK'
DI -313, L =6"
Top - 543.97
15 HDPE In - 538.75
TM P 78 75A3
BM Set f 552.27
+ SE Rim/ of MH in Median
0
o /
' + 551.07
\ PK Nail\
mound \
J 'vol`Jes j ib, J• �c
/ P Nail \
550.62 + / / found
333 Top - 519.70
/cor walk o 18'HDPE Out
/ \520. +
i
334
I bw 7
Off,
i 520. 9 +
' do
I �F
520.30 +
� 520.14 +
x\50
69 ,
\ `•. Dria cge
PKail
Flume'
149.45 + found , »�
1001�
oe 8s
521.21 + • 2Q,
\\ 521.88 +
c. e>
Waterline Located from
Blue Paint on Pavement
an tcry MI'-i
Top 5? -00
�, \
BM\S�et - 52'
4 N ',7
6
<
\� F
s� SO
i,8 5 v
SE Face of D.I.
DI -3B,�! =8'
Top - 5Z;5.79
5'HDPE In 518.2\ Srn
1 "HDPE In` 519.15
' 2 'HDPE Ou�19.0 \
7 \
DI -3C, L =8'
Top - 522.07 \ \ \
15 HDPE Out - 519.3\
SOURCE OF DATUM:
1. VERTICAL - NAVD88
2. HORIZONTAL - PLAT D.B
SITE BENCHMARKS:
SE Rim of MH in Mediam in Rolkin Road - 552.27
SE Face of D.I. in Adj. Lot - 525.85
NE Face of D.I. at SW Corner of Property on Rolkin Road - 548.03
SOURCE OF TITLE:
D.B. 2019 p.122, p. 125 (plat)
540
.56 /
\ +537. 51 \ / wAIe /
\ / z It /
1Z..
`■
TMP 78 - 75B
SCALE 1" = 20'
20 A 0 20 40 \
SCALE IN FEET
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DATE
AUG. 21, 2013
SCALE
1 " = 20' HORZ
CONTOUR INTERVAL
2 FEET
FILE NUMBER
8543
d c: 8543 re d I i g h t \8543to p o/p r
SHEET
4 of X25
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FILE NUMBER
8543
d c: 8543 re d I i g h t \8543to p o/p r
SHEET
4 of X25
H: \13\V132042 \WXNGS \PLW SEIS\RUL SITE RM\VIJM25S1.ONG PPoHIFD BY: CCOIm 5.2&14 0 130 PM LAST SAVED 9Y: JES UP00
G
R= 835.67'
=14 °59'51"
�S51 °46'00 "E EX. DRAINAGE- Lc721812'E
FLUME
1 35.06'
c N "I
IS55 °07134 "E 66.89' c-
061 1 I I
1
I
' M -90'�CS4 kr4RI /_ NE
- - - - ABBEY ROAR P 5 >1
- __ -- -- 40' WIDTH ACCESS ESMT.
PRIVATE --__
LIMITS OF EX CENTURY LINK EX. INGRESS A D EGRESS PROP. SAWCUT _
6Y
DISTURBANCE LINE ESMT DB 20 9 PG 125 LINE 84
SACUT 40 l
_ .....,, . LINE ' W0o
EX W - RO Mp
_
59'
7 � N
T
PROP. LEED SI T-------- •- �- T_.- ...,...�_. --J-
£
f--- E- - - - � -- _ - -- _ 5 T STpp SIGN \� e
ROP. 2' PROP. EYE ,- _ -
- OVERHANG =, ALA � �.
AREA PROP.
II q C EX. DO INION E ECTRIC NE REMOTE ,
E+ ST P {h' / MONU ENT ROP. 2' STM _
SIGN R pROp,15 CP A6 4
AREA 15 fP 78 - _
1 BIKE RACK �r
I T6 A 0'' B Z.T� 1 Z PROP, 12'X4' 1.25°
1 15' IIA DOMINION P WERE PROP. RELOCATED CONCRETE PAD l�pp PROP
6 "0 /F �
I DOMINION ELECTRIC � ;01 x OO N WA
1 OB 2078 A 251 (A SUMES 15' �� H'NC % zp'AC
lS FROM FACE OF RB AS ROP. OLE LINE .L1� '�'D y1�%.t� ✓.�I�C.`l � RAMP \ U R FqS FRLINF F
SHOWN ON EXHIBIT N PAGE 256) I ROP. iii RL, Vt PROP. WALK P BO \FNT
EPHONE T I (iYP.) EA; .i7AC ® ROP LOS 3 OP 15-
AND 15' CENTRAL T
47 � I k, "RCP A5 r � ; � PROP CG,6 S(Typ� \ METER
ESMT. DB 2137 P. �Rpp.15 2' ❑ 18VAULT
TM 9 9' R ANG 5 P P., x IAN
!a I A4 ® ❑ PROP. 8 300tSF O
PROP. 8' B' ADA
I T STONE 1 8' SIGN PATI01 S TOP
PAVERS
I w P P. RO 45 °BEN
ROP. 2' Q 500tSF) _ PROP. ROP.
I OVERHANG V "'® PROP.1 11.25° D .
AREA ,ham PA 10 _ �' ' BOLLARD BEND
1 OQ �. ► PROP. TOWER
FEATURE
1 wr o PROP M
II CG 6 VA
T
l
�d Q m ROP.;LIGH PROP. ADA PR
SIGN
a I TM �' \ fR LLIG
PROP DO
3 SERVICE
Lu w LINES 1
m I
Q I TNRWINDQW 'f
F� I g L'
c� PROP. i9
® I w
LIGHT RETAIL SPACE PROP 12' 14' N
525SF)
I (BLDG TOTAL 10, o BOLLARD 26 5
1 2 24' ROP.
a-
N 1 1 FFE 546.00 48 °- ` / o
w a BUILDING HEIGHT 28'f
N N
I SPRtNKLRED
w
PROP.;ORDER
D
..:..BOAR ,
PROP.
CG-6 147.54
9 PROP
SERVICE!
I ROP 1 ",QOM gERV.. ROP 4"
I I ROP 4" SAN. LAT•
I 40.5' RO .2 SANiLAT .
PROP 8" FIRE SERVICE
2.5' D M• {SEE NOTE
1 54.1' F w SER 0 EEtHA "•� :. `° .
EX. INGRESS AND E
ES I AREA
°� . cn
19 PG 5 I o e F �F
ESMT DB 20 D . i -
/ ROP. 6" R(
t ROP. 90° `g SAN. LAT. Sm
cn cn ' T / BEND CIO 2 CIO 4
I S N
a A
PROP. SFORMERPAD SL S
4.6 't 0 SL- - -- SL PROP. GREASE N SAN
SL
I I a ROP. 4" DIP INTERCEPTOR 2 1
9 I I I U S� CONDUIT
I w
CIO =�^
PROP. SAWCUT _ , 30' BUILDING ,� �
LINE i
P. z I I 3.7'R
sETBACk _
1 I 0 ERHANG PROP. GREASE 3
1 AREA INTERCEPTOR 1 PROP. 314"
I I N. TYPE K
w COPPER op loom affftu
ROP.I PROP. WIL 25 G- ---- -G G
STOP i DUMPPT�ES
LIMITS OF �� ��� SIGN ��� ®O _ �\
DISTURBANCE _
�A2 10 PROP. G
RETAINING
A= 137.19' WALL WI \
o ° N ~ S'QC �' + ' �- - -- - R= 60.00' GUARDRAIL G
A / �O`9 A= 131 °00'39"
�S9 ROP. N 78 °38'46" W
PROP. > 8" DIP / Lo= 09.20'
1
LOADING ,�, A= 26.30'
' R= 35.00'
A=43 °0341"
0 1oR : , � .. .'• � � • .. N 34 °40'14" W
PROP. 3� . 10.66 L�25.69'
LIGHTPOLE m D1 3C, L =6 PROP:
I ..� (1YP J TOP - 519.70
/ VI PE GAS
PROP. RELOCATED 2C I gA M •' � ..� m 18 HDPE OUT -- 515.10 SERVICE LINE
PROP.
THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THIS PROJ
SCOPE PRIOR TO THE INI I IATION OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATI
SPECIFICATIONS OR APPLICABLE CODES, IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECOF
TING PRIOR TO THE START OF CONSTRUCTION. FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTIT
PTANc.F nF FL I I RFSPONSIRiLITY By THE CONTRACTOR Tn COMPLETE THE SCOPE OF THE WnRK AS DEFINED BY THE DRAWiNnS =
H: \13\V132042 \WMNCS \PUN SEIS�FWL SITE RM\V132042SSI.0A'G PRKIED BY: 00011NS 5.2&14 0 3.30 PY LAST SAVED BY: JF5SITAP00
=I
HIE
'ROP. 6"
FIRE WY
19.1'
22.5° / G
•y�9��90 0����!
NOTES
1. REFER TO SHEET 2 FOR GENERAL NOTES.
2. VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE
ENTRANCE CORRIDOR SHALL BE ELIMINATED.
3. BACKFLOW PREVENTOR SHALL BE PROVIDED IN THE
BUILDING.
ROP, 1.5" ' 20ACS4 WATERLINE
ME ESMT DB 2913 P. 163
ULT '
P. TMP 78 - 75B
HOLE
SIDLAND LLC, 2050 ABBEY
ROAD "C "LLC, SOPJACLLC
I
ZONE. • PLANNED
DEVELOPMENTMIXED
' COMMERCIAL
USE.• OFFICEBUILDING
3
WV
\J
/SAN MH
RIM 526.00
INV IN - 519.49
_- -,.INV UT - 518.320',V
�S ft/%`i'Y J"�iER
BM SET - 525.85 --- -
SE FACE OFD-l.
DI -3B, L =8
TOP - 525.79
15 °HOPE IN - 518.
18 HOPE IN - 519
24 HDPE OUT - 5
DI -3C, L=8'
TOP - 522.07
15 "HDPE OUT - 519.3
21.97'
JH[gCKMAN LN .4
60' PUBLIC RIGHT -OF -WAY
EX. GAS LINE
20� 10 5 0 20
1 "= 20 "= 20'
FIEAVY DUTY PAVEMENT DETAIL
SCALE: V'=50'
w�
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REVISIONS
REV
DATE
COMMENT
BY
1
4116/14
PER COUNTY
COMMENTS
DRH
THE FOLLOWING STATES REQUIRE NOTIFICATION BY
EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING TO
DISTURB THE EARTH'S SURFACE ANYWHERE IN THE STATE.
IN VIRGINIA, MARYLAND, THE DISTRICT OF COLUMBIA, AND
DELAWARE CALL - 811
(WV 1 -800- 245- 4848) (PA 1- 800 - 242- 1776) (DC 1- 800 - 257 -7777)
(VA 1-800-552-7001) (MID 1-800-257-7T77) (DE 1- 800 -282 -8555)
APPROVED FOR
CONSTRUCTION
PROJECT No.: V132042
DRAWN BY: RTY
CHECKED BY: DRH
DATE: 4116/14
SCALE: AS NOTED
CAD 1. D.: SS1
PROJECT:
FINAL
SITE PLAN
TOR j�
]ROLKIN PROAD
IRIETA1IL CENTEIR
LOCATION OF SITE
ROLKIN ROAD & ABBEY ROAD
TAX MAP 78 -75A
CHARLOTTESVILLE, VA 22911
RIVANNA MAGISTERIAL
(DISTRICT
ALBEMARLE COUNTY
BOHLER
EN G I N E E R I N G
28 BLACKWELL PARK LANE, SUITE 201
WARRENTON, VIRGINIA 20186
Phone: (540) 349 -4500
Fax: (540) 349 -0321
www.BohlerEngineering.com
��pLTH pp`,
v DANIEL R. HINES
Lic. No. 043176 �4rJ
4/16/14
SHEET TITLE:
SITE ANT)
UTILITY
P LAN
SHEET NUMBER:
6
l OF 25 J
H: \13\Y132042 \ORWNGS \aAN SEIS \RUL SH RM1\V132042SSI.DWG MO 9t: MUM 5A14 0 3.30 PM usr sum Ern 3ES upoo
6 v
STORM COMPUTATIONS
From
To
Drain.
Runoff
CA
Sfo
Inlet
Rainfall
Sx
Q
Invert Elev.
Length
Slope
Dia.
n
Capacity
Velocity
Flow Time
Q /
V /
Vfull
Remarks
Point
Point
Area
Coeff.
Incr.
I
Time
Intensity
Incr.
I
Upper
Lower
Flow
-over
Flow
Slope
Slope
JUNCTION LOSS
Incr.
E
Qfull
Vfull
9C -8)
0 \
Flow
icient
(acres)
C
Flow
In Sag
(min)
(in /hr)
(cfs)
(cfs)
(ft)
(ft)
(ft)
( % )
(in)
(acres)
(cfs)
(fps)
(min)
(min)
(cfs)
( %)
( %)
(ft)
A6
A5
0.10
0.85
0.09
0.09
5.00
6.70
0.57
0.57
539.00
537.84
115.00
1.01 %
15
0.013
6.49
2.92
4.13
9.13
0.09
0.58
5.29
Angle
�:r
11 .1
F,
18
111.11
h
,.00 :
A!.�
n;
,. 1 `J
01.24
". A '
9. I O
ri
11 ,.51
r'
1.02
.33
�: ?
5 5
. ..9...
1.111,
�`
5 v.FS
Z
8..86;
. r•
u
11. 1,u. /0..::::.
1 r
a >:
!�
0.0:13 1.
6.4e
::::::3.72
..:..:...
A.
1 . : 11
:.:
1:0.1
O.c1:::
0:7:8
5.�6
18.25
A4
A3
0.14
0.80
0.11
0.35
10.20
5.34
0.75
1.87
536.50
536.22
28.33
0.99%
15
0.013
6.42
4.09
0.26
10.46
0.29
0.86
5.23
. 11
,3
r
,2
n
,.,00
: n
,.00
11
0.00._ ...0.3.....
.:..: ..
r_
n
_...1 ,.0
5.�
0.00:5......
1-1.11
1_
_.. 5 _ 97..:.
:: <:
5.. 1..232Le
.: I
6
11 �u0
...r
._ n _
1. �0l°
_ 1 2 .
O.O t3
a
,.4n....9.......
a
1.07
1
1:..�7
0 20::.
0.3 .
^'
<
A2
Al
0.00
0.90
0.00
0.35
11.60
5.09
0.24
2.09
534.57
534.05
51.39
1.01%
15
0.013
6.50
4.21
0.44
12.04
0.32
0.88
5.30
1 r
.O
11
, 11
11 A:1
11 11 ,
F
_X1
0,-+2
11
n
..,a5
O.sb
::.
0!./ 1
r
::1_.010.::.
.,.,�2 .__::
?, �J :
....
4.48 ......._5.,
1 . U0 >:
1_
5..:x,35.._...3
:0.0..
4:: t /o .
,::.. 6....:::.
O.v:a.3
- �.cs0_
5.1�+
0 2 3..
. 1.-.,23...
..t�,�0.::.
0. f.t3.
1... 0.:::.::
EX1
-�
� �.
EXO
1--r--r--t-r-��--r-'-1--
0.30
0.65
0.20
0.90
12.20
4.98
1.31
5.79
�. 11,11,111", �11
515.10
- -I-
514.05
-.-
102.00
I % _
I-- � .,
1.03%
� � � � �.
- .-
18
�� -
0.012
-, I
11.54
.1111
... I
_,XX::,::.::_ - lr77777:-,.......,..,.......�.��.��.
5.44
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515.25
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0.41
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515.60
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539.02
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IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THIS PROJEC
RK SCOPE PRIOR TO THE INI I IATiON OF CONSTRUCTION, SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIVE
iE SPECIFICATIONS OR APPLICABLE CODES, IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD
'RITING PRIOR TO THE START OF CONSTRUCTION FAILURE BY THE CONTRACTOR TO NOTIFY 1 HE PROJECT ENGINEER SHALL CONSTITUI
;FPTANCF OF FI II I RFSPnNSIRII -ITY RY THE CONTRACTOR TOR TO COMM FTF THE SCOPE OF THE WORK AS DEFINED BY THE DRAWING, AN!
.. . ; ..,i i r . z .., :., -ce a
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550
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4
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0.10
0.85
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IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THIS PROJEC
RK SCOPE PRIOR TO THE INI I IATiON OF CONSTRUCTION, SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIVE
iE SPECIFICATIONS OR APPLICABLE CODES, IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD
'RITING PRIOR TO THE START OF CONSTRUCTION FAILURE BY THE CONTRACTOR TO NOTIFY 1 HE PROJECT ENGINEER SHALL CONSTITUI
;FPTANCF OF FI II I RFSPnNSIRII -ITY RY THE CONTRACTOR TOR TO COMM FTF THE SCOPE OF THE WORK AS DEFINED BY THE DRAWING, AN!
.. . ; ..,i i r . z .., :., -ce a
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550
540
530
520
510
10 +00 10 +50 11 +00 11 +50 12 +00 12 +50 13 +00 13 +50
PROPOSED STORM PROFILE -,(EX1 TO J
SCALE: 1 "= 50' HORIZONTAL
V= 5' VERTICAL
a
S'w
Se
Lt
L
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4/16/14
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SCALE: 1 "= 50' HORIZONTAL
V= 5' VERTICAL
a
S'w
Se
Lt
L
Bypass Flow
4/16/14
J F
ILL r31.
Sag Inlets Only
0
;oaU I
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L
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Qi
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h
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OzYz >� e0
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(in)
( %)
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(ft)
(ft)
(cfs)
(cfs)
(ft)
(ft)
(ft)
♦ * * * *♦ N
0
4
nQ
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0.20
0.46
0.43
7.58
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NOTE: ALL INLETS AND MANHOLES SHALL HAVE INLET SHAPING.
u
14 +00 14 +50
550
540
530
520
510
REVISIONS
REV
DATE
COMMENT
BY
1
4/16/14
J F
ILL r31.
DRH
0
;oaU I
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2i Zz z aaJF- na3
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b
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REVISIONS
REV
DATE
COMMENT
BY
1
4/16/14
PER COUNTY
COMMENTS
DRH
THE FOLLOWING STATES REQUIRE NOTIFICATION BY
EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING TO
DISTURB THE EARTH'S SURFACE ANYWHERE IN THE STATE.
IN VIRGINIA, MARYLAND, THE DISTRICT OF COLUMBIA, AND
DELAWARE CALL - 811
(WV 1- 800 - 245- 4848) (PA 1- 800 - 242- 1776) (DC 1- 800 - 257 -7777)
(VA 1 -800- 552- 7001)(MID 1-800-257-7T77) (DE 1- 800 -282 -8555)
APPROVED FOR
CONSTRUCTION
PROJECT No.: V132042
DRAWN BY: RTY
CHECKED BY:
DRH
DATE: 4116/14
SCALE: AS NOTED
CAD 1. D.: PD1
PROJECT:
FINAL
SITE PLAN
FOR
IRX0LKIN R'.r-"'.AI"
RETAIL CENTER
LOC;.ATION OF SITE
ROLKIN ROAD & ABBEY ROAD
TAX MAP 78 -75A
CHARLOTTESVILLE, VA 22911
RIVANNA MAGISTERIAL
DISTRICT
ALBEMARLE COUNTY
28 BLACKWELL PARK LANE, SUITE 201
WARRENTON, VIRGINIA 20186
Phone: (540) 349 -4500
Fax: (540) 349 -0321
ST(IJ1jDrXM
PROWIILES AND
C0MIr"UTATIONS
SHEET NUMBER:
S
�Tlv P OF 25
H: \13\Vt3M42 \MVNGS \PtM SETS\ W SITE KM V13M42PU1.GYG PPoMED Hf. COGl.►15 518.14 0 3:71 PM LAST SAVED Hf: JESSIGPOO
Im
20' ACSA WATERLINE
ESM'T DB 2035 P. 51�
p..
1T IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THIS PROJECT
WORK SCOPE PRIOR TO THE INI1 iAT!ON OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIVE TO
THE SPECIFICATIONS OR APPLICABLE CODES, IT IS THE CONTRACTORS RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD IN
WRITING PRIOR TO THE START OF CONSTRUCTION. FAILURE BY THE CONTRACTOR TO NOTIFY 1 HE PROJECT ENGINEER SHALL CONSTITUTE
ACCEPTANOE nF FI ILI RESPnNSIau -ITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF THE WORK AS DEFINED BY THE DRAWINGS AND !N
_ r' _= i
H: \13\V132042 \OPMNCB \PLM k \FwL SHE RM\V13MAPI.M PPoNO 9Y: CCOLLNS 5.19.14 03:32 PY LAST SAVM 9Y: JESSIfAP00
20 10 5 0 20
1 "= 20'
VIRGINIA UNIFORM C0D INN SYSTEM
FOR EROSION AND SEDIMENT CONTROL PRACTICES
TITLE
- LIMITS OF DISTURBANCE
SUPER SILT FENCE
3.01 SAFETY FENCE
3.05 SILT FENCE
3.32 PERMANENT SEEDING
3.09 TEMPORARY DIVERSION DIKE
I EY
O
0
O
0
O
DD
] SYMBOL
SSF
SAF
X X X—
O
RETAINING TAINING WALL, CONSTRUCTION NARRATIV
DURING CONSTRUCTION OF THE RETAINING WALL, THE RUNOFF FROM THE SITE SHALL BE DIRECTED TO
STORM STRUCTURE A -1 USING A DIVERSION DIKE OR SWALE BEHIND THE WALL. THE SWALE /DIVERSION
DIKE SHALL RISE INCREMENTALLY WITH THE CONSTRUCTION OF THE WALL TO KEEP THE DRAINAGE
DIRECTED TO STRUCTURE A -1. STORM STRUCTURE A -1 SHALL ALSO BE CONSTRUCTED INCREMENTALLY
SUCH THAT THE LIP OF THE STRUCTURE REMAINS APPROXIMATELY 18" ABOVE THE BOTTOM OF THE
PONDING AREA AND ALSO 18" BELOW THE TOP OF THE DIVERSION DIKE /EDGE OF SWALE. THE
CONTRACTOR SHALL COORDINATE WITH THE SITE INSPECTOR AND MAKE ADJUSTMENTS IN THE FIELD AS
AGREED UPON WITH THE INSPECTOR.
V
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w
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81
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REVISIONS
REV
DATE
COMMENT
BY
1
4/16/14
PER COUNTY
COMMENTS
DRH
DATE:
4/16114
SCALE:
111=20'
CAD 1. D.:
EP1
THE FOLLOWING STATES REQUIRE NOTIFICATION BY
EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING TO
DISTURB THE EARTH'S SURFACE ANYWHERE IN THE STATE.
IN VIRGINIA, MARYLAND, THE DISTRICT OF COLUMBIA, AND
DELAWARE CALL - 811
(WV 1- 800 - 245- 4848) (PA 1- 800 - 242- 1776) (DC 1- 800- 257 -7777)
ll,(VA 1-800-552-7001) (MID 1- 800 - 257- 7777) (DE 1- 800 - 282 -8555)
APPROVED FOR
CONSTRUCTION
PROJECT NO.: V132042
DRAWN BY:
RTY
CHECKED BY:
DRH
DATE:
4/16114
SCALE:
111=20'
CAD 1. D.:
EP1
PROJECT:
FINAL
SITE PLAN
FOR
R(O' LKIN 11RX (0"A
RETA1 L CENTER
LOCATION OF SITE
ROLKIN ROAD & ABBEY ROAD
TAX MAP 78 -75A
CHARLOTTESVILLE, VA 22911
RIVANNA MAGISTERIAL
DISTRICT
ALBEMARLE COUNTY
• J
28 BLACKWELL PARK LANE, SUITE 201
WARRENTON, VIRGINIA 20186
Phone: (540) 349 -4500
Fax: (540) 349 -0321
www.BohlerEngineering.com
SHEET TITLE:
EROSION AND
SIEIDIMENT
Ckf-)N°T1RtN"0L PLAN
° PHASE II
SHEET NUMBER:
10
OF 25
ALBEMARLE COUNTY
GENERAL CONSTRUCTION NOTES FOR
EROSION AND SEDIMENT CONTROL PLAND._Jj
O - CONSTRUCTION CONFERENCE ONE WEEK PRIOR TO
1. THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR T THE PRE ,
THE COMMENCEMENT OF LAND DISTURBING ACTIVITY, AND ONE WEEK PRIOR TO THE FINAL INSPECTION.
2. ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND
SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULATIONS VR 625 -02 -00 EROSION AND
SEDIMENT CONTROL REGULATIONS.
3. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE FIRST STEP IN CLEARING.
4. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON THE SITE AT ALL TIMES.
5. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE PLANS (INCLUDING, BUT NOT LIMITED
TO, OFF -SITE BORROW OR WASTE AREAS), THE CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN TO THE
OWNER FOR REVIEW AND APPROVAL BY THE PLAN APPROVING AUTHORITY.
6. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT
EROSION AND SEDIMENTATION AS DETERMINED BY THE PLAN APPROVING AUTHORITY.
7. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING LAND DISTURBING ACTIVITIES
AND DURING SITE DEVELOPMENT UNTIL FINAL STABILIZATION IS ACHIEVED.
8. DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED FILTERING DEVICE.
9. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND AFTER EACH RUNOFF- PRODUCING RAINFALL
EVENT. ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MADE
IMMEDIATELY.
10. ALL FILL MATERIAL TO BE TAKEN FROM AN APPROVED DESIGNATED BORROW AREA.
11. ALL WASTE MATERIALS SHALL BE TAKEN TO AN APPROVED WASTE AREA. EARTH FILL SHALL BE INERT MATERIALS ONLY, FREE OF ROOTS,
STUMPS, WOOD, RUBBISH, AND OTHER DEBRIS.
12. BORROW OR WASTE AREAS ARE TO BE RECLAIMED WITHIN 7 DAYS OF COMPLETION PER ZONING ORDINANCE SECTION 5.1.28.
13. ALL INERT MATERIALS SHALL BE TRANSPORTED IN COMPLIANCE WITH SECTION 13 -301 OF THE CODE OF ALBEMARLE.
14. BORROW, FILL OR WASTE ACTIVITY INVOLVING INDUSTRIAL -TYPE POWER EQUIPMENT SHALL BE LIMITED TO THE HOURS OF 7:OOAM TO
9:OOPM.
15. BORROW, FILL OR WASTE ACTIVITY SHALL BE CONDUCTED IN A SAFE MANNER THAN MAINTAINS LATERAL SUPPORT, OR ORDER TO
MINIMIZE ANY HAZARD TO PERSONS, PHYSICAL DAMAGE TO ADJACENT LAND AND IMPROVEMENTS, AND DAMAGE TO ANY PUBLIC STREET
BECAUSE OF SLIDES, SINKING, OR COLLAPSE.
16. THE DEVELOPER SHALL RESERVE THE RIGHT TO INSTALL, MAINTAIN, REMOVE OR CONVERT TO PERMANENT STORMWATER MANAGEMENT
FACILITIES WHERE APPLICABLE ALL EROSION CONTROL MEASURES REQUIRED BY THIS PLAN REGARDLESS OF THE SALE OF ANY LOT,
UNIT, BUILDING OR OTHER PORTION OF THE PROPERTY.
17. TEMPORARY STABILIZATION SHALL BE TEMPORARY SEEDING AND MULCHING. SEEDING IS TO BE AT 75 LBS /ACRE, AND IN THE MONTHS OF
SEPTEMBER TO FEBRUARY TO CONSIST A 50/50 MIX OF ANNUAL RYEGRASS AND CEREAL WINTER RYE, OR IN MARCH AND APRIL TO
CONSIST OF ANNUAL RYE, OR MAY THROUGH AUGUST TO CONSIST OF GERMAN MILLET. STRAW MULCH IS TO BE APPLIED AT 80LBS /100SF.
ALTERNATIVES ARE SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR.
18. PERMANENT STABILIZATION SHALL BE LIME AND FERTILIZER, PERMANENT SEEDING, AND MULCH. AGRICULTURAL GRADE LIMESTONE
SHALL BE APPLIED AT 1000LBS /ACRE AND CONSIST OF 10 -20 -10 NUTRIENT MIX. PERMANENT SEEDING SHALL BE APPLIED AT 180LBS /ACRE
AND CONSIST OF 95% KENTUCKY 31 OR TALL FESCUE AND 0 -5% PERENNIAL RYEGRASS OR KENTUCKY BLUEGRASS. STRAW MULCH IS TO
BE APPLIED AT 80LBS /100SF. ALTERNATIVES ARE SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR.
19. MAINTENANCE: ALL MEASURES ARE TO BE INSPECTED WEEKLY AND AFTER EACH RAINFALL. ANY DAMAGE OR CLOGGING TO STRUCTURAL
MEASURES IS TO BE REPAIRED IMMEDIATELY. SILT TRAPS ARE TO BE CLEANED WHEN 50% OF THE WET STORAGE VOLUME IS FILLED WITH
SEDIMENT. ALL SEEDED AREAS ARE TO BE RESEEDED WHEN NECESSARY TO ACHIEVE A GOOD STAND OF GRASS. SILT FENCE AND
DIVERSION DYKES WHICH ARE COLLECTING SEDIMENT TO HALF THEIR HEIGHT MUST BE CLEANED AND REPAIRED IMMEDIATELY.
20. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE REMOVED WITHIN 30 DAYS OF FINAL SITE STABILIZATION,
WHEN MEASURES ARE NO LONGER NEEDED, SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR.
21. THIS PLAN SHALL BE VOID IF THE OWNER DOES NOT OBTAIN A PERMIT WITHIN 1 YEAR OF THE DATE OF APPROVAL. (WATER PROTECTION
ORDINANCE SECTION 17- 204G.)
22. PERMANENT VEGETATION SHALL BE INSTALLED ON ALL DENUDED AREAS WITHIN NINE (9) MONTHS AFTER THE DATE THE LAND
DISTURBING ACTIVITY COMMENCED. (WATER PROTECTION ORDINANCE SECTION 17- 2076.)
IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THIS PROJECT
hORK SCOPE PRIOR TO THE INI I iATiON OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIVE TC
THE SPECIFICATIONS OR APPLICABLE CODES, IT IS THE CONTRACTORS RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD IN
WRITING PRIOR TO THE START OF CONSTRUCTION. FAILURE BY THE CONTRACTOR TO NOTIFY IHE PROJECT ENGINEER SHALL CONSTITUTE
ACCEPTANCE OF FULL I RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF THE WORK AS DEFINED BY THE DRAWIN(» AND IP
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MINIMUM STANDARDS
MS -1: PERMANENT OR TEMPORARY SOIL STABILIZATION SH ALL BE APPLIED TO DENUDED AREAS WITHIN SEVEN (7) DAYS AFTER FINA L GRADE IS REACHED ON ANY PORTION OF THE SITE.
S BE FINAL GRADE BUT WILL REMAIN DORMANT UNDISTURBED FOR
TEMPORARY SOIL STABILIZATION SHALL BE APPLIED WITHIN SEVEN (7) DAYS TO DENUDED AREA THAT MAY NOT AT NA RA (UNDISTURBED)
LONGER THAN 30 DAYS. PERMANENT STABILIZATION SHALL BE APPLIED TO AREAS THAT ARE TO BE LEFT DORMANT FOR MORE THAN ONE (1) YEAR.
ACTION: SEE EROSION AND SEDIMENT CONTROL NARRATIVE, SECTION X. PERMANENT STABILIZATION.
MS -2: DURING CONSTRUCTION OF THE PROJECT, SOIL STOCKPILES AND BORROW AREAS SHALL BE STABILIZED OR PROTECT' D WITH SEDIMENT TRAPPIN�3. hEASURES. THE APPLICANT
RESPONSIBLE FOR THE TEMPORARY PROTECTION AND PERMANENT STABILIZATION OF ALL SOIL STOCKPILES ON SITE AS WELL AS BORROW AREAS AND SOIL INTENTIONALLY TRANSPORTED
FROM THE PROJECT SITE.
ACTION: SEE EROSION AND SEDIMENT CONTROL PLAN, FOR LOCATION OF SOIL STOCKPILE AND ASSOCIATED SEDIMENT TRAPPING MEASURES.
MS -3: A PERMANENT VEGETATIVE COVER SHALL BE ESTABLISHED ON DENUDED AREAS NOT OTHERWISE STABILIZED. PERMANENT VEGETATION SHALL NOT BE CONSIDERED ESTABLISHED
UNTIL A GROUND COVER IS ACHIEVED THAT, IS UNIFORM, MATURE ENOUGH TO SURVIVE AND WILL INHIBIT EROSION.
ACTION: SEE EROSION AND SEDIMENT CONTROL NARRATIVE, SECTION X. PERMANENT STABILIZATION.
MS -4: SEDIMENT BASINS AND TRAPS, PERIMETER DIKES, SEDIMENT BARRIERS AND OTHER MEASURES INTENDED TO TRAP SEDIMENT SHALL BE CONSTRUCTED AS A FIRST STEP IN ANY
LAND- DISTURBING ACTIVITY AND SHALL BE MADE FUNCTIONAL BEFORE UPSLOPE LAND DISTURBANCE TAKES PLACE.
ACTION: AN EXISTING SEDIMENT TRAP IS LOCATED ON SITE AND WILL BE UTILIZED FOR THIS PROJECT.
MS -5: STABILIZATION MEASURES SHALL BE APPLIED TO EARTHEN STRUCTURES SUCH AS DAMS, DIKES, AND DIVERSIONS IMMEDIATELY AFTER INSTALLATION.
ACTION: NOT APPLICABLE.
O
MS -6: SEDIMENT TRAPS AND SEDIMENT BASINS SHALL BE DESIGNED AND CONSTRUCTED BASED UPON THE TOTAL DRAINAGE AREA T O BE SERVED BY THE TRAP OR BASIN.
a. THE MINIMUM STORAGE CAPACITY OF A SEDIMENT TRAP SHALL BE 134 CUBIC YARDS PER ACRE OF DRAINAGE AREA AND THE TRAP SHALL ONLY CONTROL DRAINAGE AREAS LESS THAN
THREE ACRES.
b. SURFACE RUNOFF FROM DISTURBED AREAS THAT IS COMPRISED OF FLOW FROM DRAINAGE AREAS GREATER THAN OR EQUAL TO THREE ACRES SHALL BE CONTROLLED BY A SEDIMENT
BASIN. THE MINIMUM STORAGE CAPACITY OF A SEDIMENT BASIN SHALL BE 134 CUBIC YARDS PER ACRE OF DRAINAGE AREA. THE OUTFALL SYSTEM SHALL, AT A MINIMUM, MAINTAIN THE
STRUCTURAL INTEGRITY OF THE BASIN DURING A TWENTY -FIVE YEAR STORM OF 24 -HOUR DURATION. RUNOFF COEFFICIENTS USED IN RUNOFF CALCULATIONS SHALL CORRESPOND TO
A BARE EARTH CONDITION OR THOSE CONDITIONS EXPECTED TO EXIST WHILE THE SEDIMENT BASIN IS UTILIZED.
ACTION: DISTURBED AREA IS APPROXIMATELY 1.34± ACRES AND SERVED BY THE EXISTING SEDIMENT TRAP.
MS -7: CUT AND FILL SLOPES SHALL BE ASSIGNED AND CONSTRUCTED IN A MANNER THAT WILL MINIMIZE EROSION. SLOPES THAT ARE FOUND TO BE ERODING EXCESSIVELY WITHIN ONE (1)
YEAR OF PERMANENT STABILIZATION SHALL BE PROVIDED WITH ADDITIONAL SLOPE STABILIZING MEASURES UNTIL THE PROBLEM IS CORRECTED.
ACTION: ALL CUT /FILL SLOPES SHALL BE DESIGNED WITH 3:1 GRADES.
MS -8: CONCENTRATED RUNOFF SHALL NOT FLOW DOWN CUT OR FILL SLOPES UNLESS CONTAINED WITHIN AN ADEQUATE TEMPORARY OR PERMANENT CHANNEL, FLUME OR SLOPE DRAIN
STRUCTURE.
ACTION: CONCENTRATED RUNOFF SHALL BE CONTAINED WITH AN ADEQUATE TEMPORARY OR PERMANENT CHANNEL.
MS -9: WHENEVER WATER SEEPS FROM A SLOPE FACE, ADEQUATE DRAINAGE OR OTHER PROTECTION SHALL BE PROVIDED.
ACTION: ADEQUATE DRAINAGE AND PROTECTION WILL BE PROVIDED.
MS -10: ALL STORM SEWER INLETS THAT ARE MADE OPERABLE DURING CONSTRUCTION SHALL BE PROTECTED SO THAT SEDIMENT -LADEN WATER CANNOT ENTER THE CONVEYANCE SYSTEM
WITHOUT FIRST BEING FILTERED OR OTHERWISE TREATED TO REMOVE SEDIMENT.
ACTION: ANY STORM SEWER INLETS PROPOSED WITH THIS DEVELOPMENT WILL BE PROTECTED DURING CONSTRUCTION.
MS -11: BEFORE NEWLY CONSTRUCTED STORMWATER CONVEYANCE CHANNELS OR PIPES ARE MADE OPERATIONAL, ADEQUATE OUTLET PROTECTION AND ANY REQUIRED TEMPORARY OR
PERMANENT CHANNEL LINING SHALL BE INSTALLED IN BOTH THE CONVEYANCE CHANNEL AND RECEIVING CHANNEL.
ACTION: NOT APPLICABLE.
MS -12: WHEN WORK IN A LIVE WATERCOURSE IS PERFORMED, PRECAUTIONS SHALL BE TAKEN TO MINIMIZE ENCROACHMENT, CONTROL SEDIMENT TRANSPORT AND STABILIZE THE WORK
AREA TO THE GREATEST EXTENT POSSIBLE DURING CONSTRUCTION. NON - ERODIBLE MATERIAL SHALL BE USED FOR THE CONSTRUCTION OF CAUSEWAYS AND COFFERDAMS. EARTHEN FILL
MAY BE USED FOR THESE STRUCTURES IF ARMORED BY NON - ERODIBLE COVER MATERIALS.
ACTION: NOT APPLICABLE.
MS -13: WHEN A LIVE WATERCOURSE MUST BE CROSSED BY CONSTRUCTION VEHICLES MORE THAN TWICE IN ANY SIX (6) MONTH PERIOD, A TEMPORARY VEHICULAR STREAM CROSSING
CONSTRUCTED OF NON - ERODIBLE MATERIALS SHALL BE PROVIDED.
ACTION: NOT APPLICABLE.
MS -14: ALL APPLICABLE FEDERAL, STATE, AND LOCAL REGULATIONS PERTAINING TO WORKING IN OR CROSSING LIVE WATERCOURSES SHALL BE MET.
ACTION: NOT APPLICABLE.
MS -15: THE BED AND BANKS OF A WATERCOURSE SHALL BE STABILIZED IMMEDIATELY AFTER WORK IN THE WATERCOURSE IS COMPLETED.
ACTION: NOT APPLICABLE.
MS -16: UNDERGROUND UTILITY LINES SHALL BE INSTALLED IN ACCORDANCE WITH THE FOLLOWING STANDARDS IN ADDITION TO OTHER APPLICABLE CRITERIA:
a. NO MORE THAN 500 LINEAR FEET OF TRENCH SHALL BE OPENED AT ONE TIME.
b. EXCAVATED MATERIAL SHALL BE PLACED ON THE UPHILL SIDE OF TRENCHES.
c. EFFLUENT FROM DEWATERING OPERATIONS SHALL BE FILTERED OR PASSED THROUGH AN APPROVED SEDIMENT TRAPPING DEVICE, OR BOTH, AND DISCHARGED IN A MANNER THAT
DOES NOT ADVERSELY AFFECT FLOWING STREAMS OR OFFSITE PROPERTY.
d. MATERIAL USED FOR BACKFILLING TRENCHES SHALL BE PROPERLY COMPACTED IN ORDER TO MINIMIZE EROSION AND PROMOTE STABILIZATION.
e. RE- STABILIZATION SHALL BE ACCOMPLISHED IN ACCORDANCE WITH THESE REGULATIONS.
f. APPLICABLE SAFETY REGULATIONS SHALL BE COMPLIED WITH.
ACTION: INSTALLATION OF UNDERGROUND UTILITY LINES SHALL COMPLY WITH MS -16.
MS -17: WHERE CONSTRUCTION VEHICLE ACCESS ROUTES INTERSECT PAVED OR PUBLIC ROADS, PROVISIONS SHALL BE MADE TO MINIMIZE THE TRANSPORT OF SEDIMENT BY VEHICULAR
TRACKING ONTO THE PAVED SURFACE. WHERE SEDIMENT IS TRANSPORTED ONTO A PAVED OR PUBLIC ROAD SURFACE, THE ROAD SHALL BE CLEANED THOROUGHLY AT THE END OF EACH
DAY. SEDIMENT SHALL BE REMOVED FROM THE ROADS BY SHOVELING OR SWEEPING AND TRANSPORTED TO A SEDIMENT CONTROL DISPOSAL AREA. STREET WASHING SHALL BE ALLOWED
ONLY AFTER SEDIMENT IS REMOVED IN THIS MANNER. THIS PROVISION SHALL APPLY TO INDIVIDUAL DEVELOPMENT LOTS AS WELL AS TO LARGER LAND- DISTURBING ACTIVITIES.
ACTION: A CONSTRUCTION ENTRANCE WITH WASHRACK HAS BEEN PROVIDED.
MS -18: ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS AFTER FINAL SITE STABILIZATION OR AFTER THE TEMPORARY MEASURES ARE
NO LONGER NEEDED, UNLESS OTHERWISE AUTHORIZED BY THE LOCAL PROGRAM AUTHORITY. TRAPPED SEDIMENT AND THE DISTURBED SOIL AREAS RESULTING FROM THE DISPOSITION OF
TEMPORARY MEASURES SHALL BE PERMANENTLY STABILIZED TO PREVENT FURTHER EROSION AND SEDIMENTATION.
ACTION: SEE EROSION AND SEDIMENT CONTROL NARRATIVE, SECTION VIII. SEQUENCE OF CONSTRUCTION, PHASE II..
MS -19: PROPERTIES AND WATERWAYS DOWNSTREAM FROM DEVELOPMENT SITES SHALL BE PROTECTED FROM SEDIIMENT DEPOSITION, EROSION AND DAMAGE DUE TO INCREASES IN
VOLUME, VELOCITY AND PEAK FLOW RATE OF STORMWATER RUNOFF FOR THE STATED FREQUENCY STORM OF 24 -HOUR DURATION IN ACCORDANCE WITH THE FOLLOWING STANDARDS AND
CRITERIA:
a. CONCENTRATED STORMWATER RUNOFF LEAVING A DEVELOPMENT SITE SHALL BE DISCHARGED DIRECTLY INTO AN ADEQUATE NATURAL OR MAN -MADE RECEIVING CHANNEL, PIPE OR
STORM SEWER SYSTEM. FOR THOSE SITES WHERE RUNOFF IS DISCHARGED INTO A PIPE OR PIPE SYSTEM, DOWNSTREAM STABILITY ANALYSES AT THE OUTFALL OF THE PIPE OR PIPE
SYSTEM SHALL BE PERFORMED.
b. ADEQUACY OF ALL CHANNELS AND PIPES SHALL BE VERIFIED IN THE FOLLOWING MANNER:
(1)THE APPLICANT SHALL DEMONSTRATE THAT THE TOTAL DRAINAGE AREA TO THE POINT OF ANALYSIS WITHIN THE CHANNEL IS ONE HUNDRED TIMES GREATER THAN THE
CONTRIBUTING DRAINAGE AREA OF THE PROJECT IN QUESTION; OR
(2)
(a)NATURAL CHANNELS SHALL BE ANALYZED BY THE USE OF A TWO (2) YEAR STORM TO VERIFY THAT STORMWATER WILL NOT OVERTOP CHANNEL BANKS NOR CAUSE EROSION OF
CHANNEL BED OR BANKS; AND
(b)ALL PREVIOUSLY CONSTRUCTED MAN -MADE CHANNELS SHALL BE ANALYZED BY THE USE OF A TEN (10) YEAR STORM TO VERIFY THAT STORMWATER WILL NOT OVERTOP ITS
BANKS BY THE USE OF A TWO (2) YEAR STORM TO DEMONSTRATE THAT STORMWATER WILL NOT CAUSE EROSION OF CHANNEL BED OR BANKS; AND
(c)PIPES AND STORM SEWER SYSTEMS SHALL BE ANALYZED BY THE USE OF A TEN (10) YEAR STORM TO VERIFY THAT STORMWATER WILL BE CONTAINED WITHIN THE PIPE OR
SYSTEM.
c. IF EXISTING NATURAL RECEIVING CHANNELS OR PREVIOUSLY CONSTRUCTED MAN -MADE CHANNELS OR PIPES ARE NOT ADEQUATE, THE APPLICANT SHALL:
(1)IMPROVE THE CHANNEL TO A CONDITION WHERE A TEN (10) YEAR STORM WILL NOT OVERTOP THE BANKS AND A TWO (2) YEAR STORM WILL NOT CAUSE EROSION TO THE
CHANNEL BED OR BANKS; OR
(2)IMPROVE THE PIPE OR PIPE SYSTEM TO A CONDITION WHERE THE TEN (10) YEAR STORM IS CONTAINED WITHIN THE APPURTENANCES; OR
(3)DEVELOP A SITE DESIGN THAT WILL NOT CAUSE THE PRE - DEVELOPMENT PEAK RUNOFF RATE FROM A TWO (2) YEAR STORM TO INCREASE WHEN RUNOFF OUTFALLS INTO A
NATURAL CHANNEL OR WILL NOT CAUSE THE PRE - DEVELOPMENT PEAK RUNOFF RATE FROM A TEN (10) YEAR STORM TO INCREASE WHEN RUNOFF OUTFALLS INTO A MAN -MADE
CHANNEL; OR
(4)PROVIDE A COMBINATION OF CHANNEL IMPROVEMENT, STORMWATER DETENTION OR OTHER MEASURE WHICH IS SATISFACTORY TO THE PLAN - APPROVING AUTHORITY TO
PREVENT DOWNSTREAM EROSION.
d. THE APPLICANT SHALL PROVIDE EVIDENCE OF PERMISSION TO MAKE THE IMPROVEMENTS.
e. ALL HYDROLOGIC ANALYSES SHALL BE CASED ON THE EXISTING WATERSHED CHARACTERISTICS AND THE ULTIMATE DEVELOPMENT OF THE SUBJECT PROJECT.
f. IF THE APPLICANT CHOOSES AN OPTION THAT INCLUDES STORMWATER DETENTION HE SHALL OBTAIN APPROVAL FROM THE LOCALITY OF A PLAN FOR MAINTENANCE OF THE DETENTION
FACILITIES. THE PLAN SHALL SET FORTH THE MAINTENANCE REQUIREMENTS OF THE FACILITY AND THE PERSON RESPONSIBLE FOR PERFORMING THE MAINTENANCE.
g. OUTFALL FROM A DETENTION FACILITY SHALL BE DISCHARGED TO A RECEIVING CHANNEL, AND ENERGY DISSIPATERS SHALL BE PLACED AT THE OUTFALL OF ALL DETENTION FACILITIES
AS NECESSARY TO PROVIDE A STABILIZED TRANSITION FROM THE FACILITY TO THE RECEIVING CHANNEL.
h. ALL ON -SITE CHANNELS MUST BE VERIFIED TO BE ADEQUATE.
I. INCREASED VOLUMES OF SHEET FLOWS THAT MAY CAUSE EROSION OR SEDIMENTATION ON ADJACENT PROPERTY SHALL BE DIVERTED TO A STABLE OUTLET, ADEQUATE CHANNEL, PIPE
OR PIPE SYSTEM, OR TO A DETENTION FACILITY.
j. IN APPLYING THESE STORMWATER RUNOFF CRITERIA, INDIVIDUAL LOTS OR PARCELS IN A RESIDENTIAL, COMMERCIAL OR INDUSTRIAL DEVELOPMENT SHALL NOT BE CONSIDERED TO BE
SEPARATE DEVELOPMENT PROJECTS. INSTEAD, THE DEVELOPMENT, AS A WHOLE, SHALL BE CONSIDERED TO BE A SINGLE DEVELOPMENT PROJECT. HYDROLOGIC PARAMETERS THAT
REFLECT THE ULTIMATE DEVELOPMENT CONDITION SHALL BE USED IN ALL ENGINEERING CALCULATIONS.
k. ALL MEASURES USED TO PROTECT PROPERTIES AND WATERWAYS SHALL BE EMPLOYED IN A MANNER WHICH MINIMIZES IMPACTS ON THE PHYSICAL, CHEMICAL AND BIOLOGICAL
INTEGRITY OF RIVERS, STREAMS AND OTHER WATERS OF THE STATE.
ACTION: IT IS THE OPINION OF THE ENGINEER THAT THE EXISTING STORM SEWER SYSTEM IS ADEQUATE TO CONVEY STORMWATER FOR THIS SITE.
EROSION & SEDIMENT CONTROL NARRATIVE
I. PROJECT DESCRIPTION:
D IN E SOUTHERN QUADRANT O THE INTERSECTION OF ABBEY ROAD AND
THE SUBJECT SITE IS LOCATED IN ALBEMARLE COUNTY, VIRGINIA. THE TOTAL AREA OF THE SITE IS 1.67 ACRES. THE SITE IS LOCATE TH UTHER Q A RANT F
ROLKIN ROAD. THE PURPOSE OF THIS PROJECT IS TO CONSTRUCT A SINGLE STORY STRIP OF RETAIL SPACE AND RESTAURANTS. SITE CONSTRUCTION WILL ENTAIL GRADING; INSTALLING CURB AND GUTTER;
ASPHALT PAVING; LIGHTING; LANDSCAPING; UNDERGROUND UTILITIES SUCH AS PUBLIC WATER AND SANITARY SEWER; AND STORMSEWER FACILITIES. THE PROJECT IS ANTICIPATED TO TAKE TWELVE (12)
MONTHS (APPROXIMATELY FROM APRIL 2014 TO APRIL 2015) AND WILL DISTURB APPROXIMATELY 1.34 ACRES.
II. EXISTING SITE CONDITIONS:
THE EXISTING SITE IS CURRENTLY A GRASSED LOT; 100% COVERED WITH GRASS. APPROXIMATELY 20% OF THE SITE CONSISTS OF CRITICAL SLOPES ABOVE 25 %. THE SLOPE OF THE TOPOGRAPHY VARIES FROM
2% TO 40 %, TOWARDS THE HICKMAN ROAD CUL -DE -SAC. THE EXISTING RUN -OFF DRAINS TO STORM DRAIN INLETS WITHIN THE HICKMAN ROAD CUL -DE -SAC. WITH THE DEVELOPMENT OF THIS PAD, THE
PROPOSED IMPROVEMENTS WILL DRAIN TO PROPOSED STORM INLETS WITHIN THE SITE. THE PROPOSED STORM INLETS WILL CONNECT TO THE EXISTING STORM DRAIN SYSTEM SOUTH OF THE SITE. THE
ONLY ON -SITE ENVIRONMENTALLY SENSITIVE AREAS ARE AREAS WITH MAN -MADE CRITICAL SLOPES.
III. ADJACENT PROPERTY:
THE SUBJECT PAD SITE IS BORDERED AS FOLLOWS:
• TO THE NORTH -EAST BY EXISTING ABBEY ROAD AND AN EXISTING GAS STATION
• TO THE NORTH -WEST BY ROLKIN ROAD AND AN EXISTING SHOPPING CENTER
• TO THE SOUTH -WEST BY HICKMAN ROAD AND AN EXISTING OFFICE BUILDING
• TO THE SOUTH -EAST BY HICKMAN ROAD AND AN EXISTING OFFICE BUILDING
NO POTENTIAL FOR OFF -SITE DAMAGE IS EXPECTED. PERIMETER CONTROLS ARE PROPOSED TO CONTROL ON -SITE SEDIMENT AS WELL AS PREVENT OFF -SITE PEDESTRIAN TRAFFIC ENTERING SITE.
IV. OFF -SITE AREAS:
THERE ARE NO PROPOSED OFF -SITE IMPROVEMENTS WITH THIS PROJECT. OFFSITE BORROW WILL BE NECESSARY TO GRADE THE SITE, THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY REQUIRED PERMITS.
V. SOILS:
THE SITE CONSISTS OF EXISTING FILL SOILS RANGING FROM 6' TO 25'+ DEEP. A GEOTECHNICAL ANALYSIS HAS BEEN PREPARED FOR REFERENCE. SINCE THE PAD SITE IS BEING REDEVELOPED, THE EXISTING
SOILS ARE ANTICIPATED TO CONSIST OF SELECT IMPORT MATERIALS ADEQUATE FOR BUILDING CONSTRUCTION.
VI. CRITICAL AREAS:
APPROXIMATELY 20% OF THE LOT HAS ENVIRONMENTALLY SENSITIVE AREAS WITH CRITICAL SLOPES.
VII. EROSION AND SEDIMENT CONTROL MEASURES:
UNLESS OTHERWISE NOTED, ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND
SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK ( VESCH). THE MINIMUM STANDARDS OF VESCH SHALL BE ADHERED TO UNLESS OTHERWISE WAIVED OR APPROVED BY A
VARIANCE.
SPECIFIC EROSION AND SEDIMENT CONTROL MEASURES UTILIZED IN THIS PROJECT INCLUDE THE FOLLOWING:
1. SUPER SILT FENCE - N/A
• REINFORCED SILT FENCE TO INTERCEPT AND DETAIN SMALL AMOUNTS OF SEDIMENT FROM DISTURBED AREAS DURING CONSTRUCTION OPERATIONS IN ORDER TO PRESENT SEDIMENT FROM
LEAVING THE SITE.
2. SAFETY FENCE - 3.01
• A PROTECTIVE BARRIER INSTALLED TO PREVENT ACCESS TO AN (EROSION CONTROL MEASURE. SAFETY FENCE SHALL BE INSTALLED AROUND THE LIMITS OF DISTURBANCE TO PREVENT PEDESTRIAN
TRAFFIC ON SITE.
3. TEMPORARY STONE CONSTRUCTION ENTRANCE - 3.02
• A STABILIZED STONE PAN WITH A FILER FABRIC UNDERLINER LOCATED AT POINTS OF VEHICULAR INGRESS AND EGRESS ON A CONSTRUCTION SITE.
4. SILT FENCE - 3.05
• A PROTECTIVE BARRIER TO INTERCEPT AND DETAIN SMALL AMOUNTS OF SEDIMENT FROM DISTURBED AREAS DURING CONSTRUCTION OPERATIONS IN ORDER TO PRESENT SEDIMENT FROM LEAVING
THE SITE.
5. TEMPORARY DIVERSION DIKE - 3.09
• A TEMPORARY RIDGE OF COMPACTED SOIL CONSTRUCTED AT THE TOP OR BASE OF A SLOPING DISTURBED AREA.
6. TEMPORARY SEDIMENT TRAP - 3.13
• A TEMPORARY PONDING AREA FORMED BY CONSTRUCTING AN EARTHEN EMBANKMENT WITH A STONE OUTLET.
7. ROCK CHECK DAMS - 3.20
• SMALL TEMPORARY STONE DAMS CONSTRUCTED ACROSS A SCALE OR DRAINAGE DITCH.
8. TEMPORARY SEEDING - 3.31
• THE ESTABLISHMENT OF A TEMPORARY VEGETATIVE COVER ON DISTURBED AREAS BY SEEDING WITH APPROPRIATE RAPIDLY GROWING ANNUAL PLANTS.
VIII. SEQUENCE OF CONSTRUCTION:
PHASE IA
1. OBTAIN ALL REQUIRED PERMITS.
2, THE CONTRACTOR SHALL CONTACT JURISDICTION AT LEAST 48 HOUR'S PRIOR TO COMMENCING CONSTRUCTION.
3. INSTALL CONSTRUCTION ENTRANCE.
4. INSTALL PERIMETER CONTROLS.
NOTE: THE INSPECTOR SHALL APPROVE PHASE I PRIOR TO PHASE II COMMENCING.
PHASE 1 B
1. BEGIN STOCKPILING IMPORT FOR ONSITE FILL.
2. STABILIZE STOCKPILE AND TEMPORARILY SEED AND STABILIZE ALL DISTURBED AREAS
PHASE II
1. BEGIN SITE WORK.
2, COMMENCE EARTHWORK OPERATIONS AND BEGIN CONSTRUCTION OF THE RETAINING WALL.
3. INSTALL ALL UNDERGROUND UTILITIES.
4. INSTALL CURB AND INLET PROTECTION.
5. LAY BASE AGGREGATE FOR DRIVE AND PARKING AREAS.
6. CONSTRUCT FOUNDATION FOR THE BUILDING.
7. TEMPORARILY SEED AND STABILIZE ALL DISTURBED LANDSCAPE AREAS.
8. PAVE SITE AND INSTALL CONCRETE SIDEWALKS.
9. PERMANENTLY SEED AND /OR SOD /MULCH ALL PROPOSED LANDSCAPE ISLANDS /GRASS AREAS PER LANDSCAPE SPECIFICATIONS.
10. INSTALL LANDSCAPE PLANTING IN ACCORDANCE WITH THE LANDSCAPE PLAN.
11. FOLLOWING COMPLETE SITE STABILIZATION AND WITH THE AGREEMENT OF INSPECTOR, REMOVE EROSION AND SEDIMENT CONTROL MEASURES.
IX. MAINTENANCE PROGRAM:
1. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE MAINTAINED DURING CONSTRUCTION BY THE CONTRACTOR. CONTRACTOR SHALL REFER TO THE MAINTENANCE SPECIFICATIONS WITHIN THE
VESCH FOR EACH PROPOSED MEASURE.
2. SILT FENCE SHALL BE INSPECTED AT THE END OF EACH DAY AND AFTER EACH RAINFALL. ANY REQUIRED REPAIRS OR REPLACEMENTS SHALL BE DONE IMMEDIATELY. SEDIMENT DEPOSITS SHALL BE
REMOVED BY HAND AFTER EACH RAINFALL AND AT ANY TIME DEPOSITS REACH HALF THE HEIGHT OF THE BARRIER.
3. INLET PROTECTIONS SHALL BE INSPECTED AT THE END OF EACH DAY AND AFTER EACH RAINFALL; ANY REQUIRED REPAIRS SHALL BE DONE IMMEDIATELY.
4. ALL SEEDED AREAS SHALL BE CHECKED REGULARLY TO ENSURE THAT A GOOD STAND IS MAINTAINED. AREAS SHOULD BE FERTILIZED AND RESEEDED AS NEEDED.
5. NO AREA SHALL BE LEFT DENUDED FOR ANY PERIOD LONGER THAN SEVEN (7) DAYS.
6. NO UNPROTECTED, UNDISTURBED AREA SHALL DRAIN TO ROADWAY PAVEMENTS SUCH THAT THE SUBBASE, BASE, OR WEARING SURFACE ARE CONTAMINATED BY SILT TRAPPED AT LOW POINTS OR
INLETS.
7. ADJACENT ROADWAYS AND ENTRANCES WILL BE KEPT CLEAN FROM ACCUMULATED DEBRIS AT ALL TIMES.
X. PERMANENT STABILIZATION:
TEMPORARY SEEDING WILL BE PROVIDED IN ACCORDANCE TO VESCH REQUIREMENTS THROUGHOUT CONSTRUCTION AS STATED ABOVE. FINAL SEEDING AND SODDING INSTALLATION PER THE SPECIFICATIONS
OF THE LANDSCAPE PLAN WILL OCCUR ONCE THE SITE HAS BEEN FINAL GRADED AND THE BUILDING HAS BEEN CONSTRUCTED.
XI. STORM WATER RUNOFF CONSIDERATIONS:
DOWNSTREAM PROPERTIES ARE PROTECTED VIA SILT FENCE AND SEDIMENT TRAP FACILITIES.
THE MAJORITY OF STORMWATER RUNOFF SHALL BE CAPTURED VIA CURB DROP INLETS AND GRATE INLETS. THE CAPTURED STORMWATER WILL BE CHANNELED THROUGH AN EXISTING STORM SEWER SYSTEM
ON HICKMAN ROAD.
EFFLUENT FROM DEWATERING OPERATIONS SHALL BE FILTERED OR PASSED THROUGH AN APPROVED SEDIMENT TRAPPING DEVICE, OR BOTH, AND DISCHARGED IN A MANNER THAT DOES NOT ADVERSELY
AFFECT FLOWING STREAMS OR OFFSITE PROPERTY.
XII. CALCULATIONS:
STORM CALCULATIONS HAVE BEEN PROVIDED ON SHEET 8.
XII(. OTHER IMPORTANT NOTES:
1. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLANS SHALL BE MAINTAINED ON THE SITE AT ALL TIMES.
2. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE PLANS (INCLUDING BUT NOT LIMITED TO, OFF -SITE BORROW OR WASTE AREAS), THE CONTRACTOR
SHALL SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FOR REVIEW AND APPROVAL BY THE PLAN APPROVING AUTHORITY.
3. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION CONTROL MEASURES AS NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE PLAN
APPROVING AUTHORITY.
4. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE PLACED PRIOR TO OR AS THE FIRST STEP IN CLEARING AND GRADING.
5. ALL AREAS TO BE PAVED MAY BE STABILIZED BY INSTALLATION OF BASE AND SUBBASE MATERIALS INSTEAD OF TEMPORARY VEGETATION COVER.
6. THE CONTRACTOR SHALL PROVIDE ADEQUATE MEANS OF CLEANING MUD FROM TRUCKS AND /OR OTHER EQUIPMENT PRIOR TO ENTERING THE PUBLIC RIGHT -OF -WAY. WATER TRUCKS SHALL BE UTILIZED
IN THE EVENT THAT A PUBLIC WATER SOURCE IS NOT AVAILABLE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CLEAR THE STREETS AND TAKE WHATEVER MEASURES NECESSARY TO ENSURE THAT THE
STREETS ARE MAINTAINED IN A CLEAN AND DUST -FREE CONDITION AT ALL TIMES.
7. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PERFORM THE WORK IN SUCH A MANNER AS TO PREVENT THE WASHING OF ANY TOPSOIL OR DEBRIS ONTO ADJACENT PROPERTIES.
IF ` a
8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY REPAIR OF ANY DAMAGED ITEMS DUE TO CONSTRUCTION TRAFFIC ACCESSING THE SITE. THIS SHALL INCLUDE, BUT IS NOT LIMITED TO PAVEMENT, v`,
CURB, CURB & GUTTER, SIDEWALK, LANDSCAPING, AND UTILITIES. U�
REVISIONS
REV
DATE
COMMENT
BY
1
4116/14
PER COUNTY
COMMENTS
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REVISIONS
REV
DATE
COMMENT
BY
1
4116/14
PER COUNTY
COMMENTS
DRH
THE FOLLOWING STATES REQUIRE NOTIFICATION BY
EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING TO
DISTURB THE EARTH'S SURFACE ANYWHERE IN THE STATE.
IN VIRGINIA, MARYLAND, THE DISTRICT OF COLUMBIA, AND
DELAWARE CALL - 811
(WV 1 -800- 245- 4848) (PA 1- 800 - 242- 1776) (DC 1- 800 - 257 -7777)
(VA 1-800-552-7001) (MID 1 -800- 257- 7777) (DE 1- 800 -282 -8555)
APPROVED FOR
CONSTRUCTION
PROJECT No.: V132042
DRAWN BY: RTY
CHECKED BY: DRH
DATE: 4/16/14
SCALE: AS NOTED
CAD I. D.: SD1
PROJECT:
FINAL
SITE PLAN
FOR
'IDNOLKIA V 1R\\O ,J1 "
RETAIL CENTER
LOCATION O SITE
ROLKIN ROAD & ABBEY ROAD
TAX MAP 78 -75A
CHARLOTTESVILLE, VA 22911
RIVANNA MAGISTERIAL
DISTRICT
ALBEMARLE COUNTY
BOH LER�
E N G I N E E R I N G
28 BLACKWEILL PARK LANE, SUITE 201
WARRENTON, VIRGINIA 20186
Phone: (540) 349 -4500
Fax: (540) 349 -0321
www.BoblerEngineering.com
mm
.TH
DANIEL R. HINES
Lic. No. 043176
4/16/14
SHEET TITLE:
ERO SIICON AN
� D
D.-J E
L 1 ,S� EN 11
CONTROL
O ,1 E S
SHEET NUMBER
11
OF 25
.1 1 1
■�' .1 PROTECTION
UILTER 111 '
6' MAXIMUM SPACING
GRAVEL OF 2' X 4- SPACE S
'R ;OV LOW/
opt mpq%v /--EMERGENCY OVERFLOW
GRAVEL ALTER 12"
RUNOFF WATER WIRE MESH
WITH SEDIMENT
FILTERED WATER
= I =- ,_gam IIIIII � IIIII
�I�I�I�IIIIIII II��I�
SEDIMEENTT -
CONCRETE
!0 ' — \III PERSPECTIVE
..rte+•• ��.,,
i
PLATE. 3.07-3 CONSTRUCTION OF A SILT FENCE
1 (WITHOUT WIRE SU
1. SET THE STAKES. 2. EXCAVATE A 4"X 4" TRENCH
1 1
UPSLOPE ALONG OF
.rte% ��� LAa• Ii1 � r � ;
�,.ya��` ;� ■ICI 1�,::.:�, !��, vti4 �a _
lilt I,I
tw { ♦ ►w�Y�r�
��I��Jr►ili . M ..:::.._..._ -_ IN�r�•►1�� = 111111= — IIIIII-
•. �•>, � !:�t�1•��►1�t *Y•�i��t�1����r.�� .::,= Ill�l= = 1111=
�.�`► .i ;fir+- ,■.�wSii� i►!'i ?_�►r ±f�►�'..w 3. STAPLE FILTER MATERIAL 4. BACKFILL AND COMPACT
0 STAKES AND EXTEND THE EXCAVATED SOIL.
IT INTO THE TRENCH.
2' X 4" SPACER SAND BAG OR
2' MINIMUM LENGTH ALTERNATE WEIGHT
OF 2' X 4'
2" X 4' WEIR — }
RUNOFF WATER
GRAVEL* WITH SEDIMENT
GRAVEL. *FILTER
WIRE SCREEN
r ALTERED WATER
OVERFLOW
SIDE ELEVATION 2 X 4 SPACER
WIRE MESH \-'DROP INLET
4 WITH CATE
.:..
INLET ,.
TO PIPE
• . • SEDIMENT
SPECIFIC APPLICATION SPECIFIC APPLICATION SPECIFIC APPLICATION
THIS METHOD OF INLET PROTECTION IS APPLICABLE TO CURB INLETS THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE HEAVY FLOWS ARE
THIS METHOD OF INLET PROTECTION IS APPLICABLE AT CURB INLETS WHERE EXPECTED AND WHERE AN OVERFLOW CAPACITY IS NECESSARY TO PREVENT
PONDING IN FRONT OF THE STRUCTURE IS NOT LIKELY TO CAUSE INCONVENIENCE WHERE A STURDY, COMPACT INSTALLATION DESIRED. EMERGENCY EXCESSIVE PONDING AROUND THE STRUCTURE.
OR DAMAGE TO ADJACENT STRUCTURES AND UNPROTECTED AREAS. OVERFLOW CAPABILITIES ARE MINIMAL, SO EXPECT PECT SIGNIFICANT PONDING
WITH THIS MEASURE.
* GRAVEL SHALL BE VDOT #3, #357 OR 5 COARSE AGGREGATE. * GRAVEL SHALL BE VDOT COARSE AGGREGATE #3, #357 OR #5 GRAVEL SHALL BE VDOT #3, #357 OR #5 COARSE AGGREGATE.
*
SOURCE: VA DSWC j SOURCE: USDA SCS SOURCE: VA DSWC
. ......
1992 3.32
ED,,�W'ASR AACK -
S THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THIS PROJE
R SCOPE PRIOR TO THE INI I iATiOi' OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT WVTH THE DOCUMENTS RELATIV
E SPECIFICATIONS OR APPLICABLE CODES, IT IS THE CONTRAC I O ^n'S RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORE
2ITING PRIOR TO THE START OF CONSTRUCTION. FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITU
FPTANCF OF FI II I_ RFFPONSIBIL ITY BY THE CONTRACTOR TO COMPLETE THE -SCOPE OF THE WORK AS DEFINED RY THE DRAWNCIS A"
H:\13\V132042\IAWNGS \PLAN MS\FNN. SITE RM\VI=42S01.DWG PMU BY: CCOWNS 5.2104 0 3:33 PY LA9 SAVED BY: MOM
TABLE 3,32 -E
QUALI'1'Y OF SEEM
Lit -311
i
Row
SHEET FLOW INSTALLATION
(PERSPECTIVE VIEW) ,
PLATE. PLATE
3.05 -2 STONE CONSTRUCTION ENTRANCE 3.02 -1
75' MIN. EXISTING
r- -I PAVEMENT-,
FILTER f ■
JfTI •AL :r•
TABLE 3,31 -13
COMMENT
Minimum Seed'
Minimum
GROUND
Purity ( °lc)errrination_(�re1,
1�ate
Planting Dates
WASHRACK
i 1
Crownvetch.
9S
65'''
L espeieza, 14grear3:
97
�• PAVEMENT
L.especieza, Serlceu
98
85*
GTa�SeS;:
Feb: 1 . - A pc. 30 Atif dual R. e' ss'
bluegrass, K ptucky
97
85-
fesc e,'Fall (ImWiaved
Turf. type Culttvars)
98
85
Fescue, ".Call �Ky -3I)
97
85
Fescue, Red'
98
85'
Redtop .
94
80 ;
Reed Canarygrassl
98<
80
Perennut Ryegrass
98'
90 '
Weeping, Los"egrass
98-
87 :.
Annuals
R=
V
;Annual Ryegrass
97'
94
Ge. man Millet
913`.
85
oats
9$:
80:
Cereal Rye >
98:
85,
* Seed containing_ prohibited or restricted mixious
ureeci should dot be accepted.
Seed- should'not contain In excess cif C1.5 /o weed seed. To :c 614;ulate.percent:pure;;
INC. sced,, multiply germination times pUrity'drtd divide.by
100;
)�xamnfei Ky- 31..Ta(I Fescue wins a germ nutid
of 8.5 percent and .a purity of
97 percerik .
97 x 85 =
8245. 8245 + 100 =
82.45 percent puce live seed.
** Ineludes `'hard seed"
i
Lit -311
i
Row
SHEET FLOW INSTALLATION
(PERSPECTIVE VIEW) ,
PLATE. PLATE
3.05 -2 STONE CONSTRUCTION ENTRANCE 3.02 -1
75' MIN. EXISTING
r- -I PAVEMENT-,
FILTER f ■
JfTI •AL :r•
TABLE 3,31 -13
COMMENT
1 ELEVATION
"( 0k. EtEF.EI NCE'1?QIIi A ,L I GICfI"+[S"
GROUND
�
1�ate
Planting Dates
WASHRACK
i 1
(OPTIONAL)
II�1,
1
11
EXISTING
u �� �� ��
�• PAVEMENT
IIIIIIIII
Cereal (�i+'ctter} Rye
--VDOT #1 COURSE POSITIVE 1'• �• 1
1 SEDIMENT
DEVICE MUST
a 1 1
OF 1 EGRESS PLAN VIEW
OPERATION
R 91 a Pit MIN.
FILTER CLOTH
POINTS A SHOULD BE
HIGHER THAN POINT B.
DRAINAGEWAY INSTALLATION RBNFORCED CONCRETE DRAIN SPACE
(FRONT ELEVATION) SECTION B —B
SOURCE: ADAPTED FROM INSTALLATION OF STRAW AND FABRIC FILTER BARRIERS FOR
SEDIMENT CONTROL,VA. DSWC, SHERWOOD AND WYANT SOURCE ADAPTED FROM 1983 MARYLAND STANDARDS FOR SOIL EROSION AND SEDIMENT CONTROL AND VA. DSWC
SAFETY FENCE SAF PLATE
3.1 -1
Source: Va. DSWC
%etaria italica
PERSPECTIVE
VIEW
••••••:•:•: i-A—CONVENTIONAL
IM
• , /f
POSTS
PERSPECTIVE VIEW
PLASTIC FENCE
SOURCE: CORED PLASTICS, VDOT ROAD AND BRIDGE
VADSWC
PERSPECTIVE VIEW
METAL FENCE
REV
TABLE 3,31 -13
COMMENT
AC ElyrABi.E.'! E:MPOIRA.RY FIII Cx P A.NT MATEMA S'
"( 0k. EtEF.EI NCE'1?QIIi A ,L I GICfI"+[S"
4/16/14
�
1�ate
Planting Dates
Sept. 1 - Feb. 15 5(} /Std Mix taf'
Annuul egrass
f L.otturtt rriiulti- flr�rum)
+
1Q,€?
Cereal (�i+'ctter} Rye
Secale ee�e��le)
Feb: 1 . - A pc. 30 Atif dual R. e' ss'
(Ldkium jh6iii4lorum •
May t - Aug 31i Ger nan 'MiIlet
5th:
Source: Va. DSWC
%etaria italica
PERSPECTIVE
VIEW
••••••:•:•: i-A—CONVENTIONAL
IM
• , /f
POSTS
PERSPECTIVE VIEW
PLASTIC FENCE
SOURCE: CORED PLASTICS, VDOT ROAD AND BRIDGE
VADSWC
PERSPECTIVE VIEW
METAL FENCE
REVISIONS
REV
DATE
COMMENT
BY
1
4/16/14
�
DRH
Z
J
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iE
REVISIONS
REV
DATE
COMMENT
BY
1
4/16/14
PER COUNTY
COMMENTS
DRH
THE FOLLOWING STATES REQUIRE NOTIFICATION BY
EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING TO
DISTURB THE EARTH'S SURFACE ANYWHERE IN THE STATE.
IN VIRGINIA, MARYLAND, THE DISTRICT OF COLUMBIA, AND
DELAWARE CALL - 811
(WV 1- 800- 245- 4848) (PA 1- 800 - 242- 1776) (DC 1- 800 - 257 -7777)
(VA 1-800-552-7001) (MID 1-800-257-7T77) (DE 1- 800 - 282 -8555)
APPROVED FOR
CONSTRUCTION
PROJECT No.: V132042
DRAWN BY: RTY
CHECKED BY: DRH
DATE: 4/16/14
SCALE: AS NOTED
CAD 1. D.: SD1
PROJECT:
FINAL
SITE PLAN
FOR
IINfx-j'N LKIIN 11RX 0- /A
PIETA ILL., CENTER
LOCATION OF SITE
ROLKIN ROAD & ABBEY ROAD
TAX MAP 78 -75A
CHARLOTTESVILLE, VA 22911
RIVANNA MAGISTERIAL
DISTRICT
ALBEMARLE COUNTY
R BOHLER
E N G I N E E R I N G
28 BLACKWELL PARK LANE, SUITE 201
WARRENTON, VIRGINIA 20186
Phone: (540) 349 -4500
Fax: (540) 349 -0321
www.BohlerEngineering.com
LA
m
r �-
DANIEL R. HINES
Lic. No. 043176
4/16/14
��NAL
SHEET TITLE:
E1XR1N,I0SII "N AND
SEDIMENT
C0NTR0L
DETAILS
SHEET NUMBER:
12
OF 25
V`
M10141
20' ACA WAIMINY
c ri9'T DH 20,35 R 512
N DACE Al
iT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THIS PROJECT
NORK SCOPE PRIOR TO THE INITI - ON OF CONSTRUCTION. SHOULD THECONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIVE T<
THE SPECIFICATIONS OR APPLICABLE CODES, IT IS THE CONTRACTORS RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD IN
WRITING PRIOR TO THE START OF CONSTRUCTION. FAILURE BY THE CONTRACTOR TO NOTIFY IHE FROJECT ENGINEER SHALL CONSTITUTE
WCEPTA.NCE OF FI II I RFRPONSIRILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF THE WORK AS DEFINED BY THE DRAWINGS AND IP
.:,..a .. .:i T, Crr:!:
H: \13\V132042 \WWNGS \PUN MS\FM SIZE RM\V132G121S1AKG PWNIFD BY: COOLNS 5.2&11 0 133 PII LAST SAVE) BY: JBWAPOG
NOTES
1. ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO
REACH, AND BE MAINTAINED AT, MATURE HEIGHT; THE TOPPING OF
TREES IS PROHIBITED. SHRUBS AND TREES SHALL BE PRUNED
MINIMALLY AND ONLY TO SUPPORT THE OVERALL HEALTH OF THE PLANT.
2. STREET TREES HAVE BEEN PROVIDED ALONG ROLKIN AND ABBEY ROADS
PER PROFFER FOR ZMA 1998- 00020.
3. ANY PLANTINGS REMOVED IN THE FUTURE DUE TO UTILITY LINE OR
EASEMENT MAINTENANCE MUST BE REPLACED BY THE OWNER.
4. SIGHT EASEMENTS WILL BE MAINTAINED AT ALL TIMES. LIMBING OF
TREES AND SHRUBS MAY BE REQUIRED FOR VEHICULAR SAFETY.
d
1
d
LEGEND
640
r ,
j f
,
�s
s
s
of 29/,3' 16J
t; ;1
52585
FACE OF 0.1
HICKMAN lROAD
60' PUBLIC RIGHT -OF -WAY
INDICATES PLANT
BED/ AREA TO BE
MULCHED
COMPLIANCE CHART ART 1 OR THE ALBEMARLE
COUNTY ZONING ORDINANCE
SECTION
REQUIREMENTS
CALCULATIONS (REQUIRED /PROPOSED)
COMPLIANCE
SHADE TREE(S)
LOCATION AND SPACING OF STREET TREES.
CREDIT
ARAF
4
STREET TREES SHALL BE PLANTED WITH EVEN
REQUIRED
AROG
2
SPACING IN A ROW WITHIN THE PUBLIC STREET
HICKMAN ROAD:
QAC
9
RIGHT -OF -WAY OR ADJACENT TO THE PUBLIC
SAWTOOTH OAK
QPH
1
STREET RIGHT -OF -WAY IF NOT PERMITTED THEREIN
REQUIRED:
ZS
4
BY THE VIRGINIA DEPARTMENT OF
185 LF OF RIGHT -OF -WAY (EXCLUDES
1,400
20
TRANSPORTATION, AND WITHIN THE PRIVATE
ENTRANCES)
ORNAMENTAL
TREE(S)
STREET RIGHT -OF -WAY. ONE (1) LARGE STREET
185 LF/ 50 LF = 3.7 OR 4
CVWK
2
TREE SHALL BE REQUIRED FOR EVERY FIFTY (50)
WINTER KING HAWTHORN
MSC
1
FEET OF STREET FRONTAGE, OR PORTION
4 STREET TREES REQUIRED
417
3
THEREOF, IF TWENTY -FIVE (25) FEET OR MORE.
44
EVERGREEN TREE(S)
32.7.9.5
WHERE PERMITTED, ONE (1) MEDIUM SHADE TREE
PROVIDED:
5
LANDSCAPING
SHALL BE REQUIRED FOR EVERY FORTY (40) FEET
PIAB
COMPLIES
ALONG STREETS
OF ROAD FRONTAGE, OR PORTION THEREOF, IF
TWENTY (20) FEET OR MORE. IF REQUIRED STREET
4 TREES PROVIDED
8
#3 CAN
CANOPY PROVIDED
TREES CANNOT BE PLANTED WITHIN THE PARKING
#5 CAN
EKM
SETBACK OR WITHIN TEN (10) FEET OF THE STREET
" %" INDICATES PLANT MATERIAL UTILIZED
MANHATTAN EUONYMUS
ICS
RIGHT -OF -WAY DUE TO SIGHT DISTANCE, UTILITY
TO FULFIL REQUIREMENT
STEEDS JAPANESE HOLLY
IGC
EASEMENTS OR OTHER CONFLICTING
ILEX GLABRA
INKBERRY HOLLY
PXOL
REQUIREMENTS, THEN THE PLANTING STRIP SHALL
PRUNUS LAUROCERASUS'OTTO LUYKEN'
OTTO LUYKEN CHERRY LAUREL
TOE
BE ENLARGED TO ACCOMMODATE THE TREES. IF
THUJA OCCIDENTALIS'EMERALD'
EMERALD GREEN ARBORVITAE
VR
THIS REQUIREMENT CREATES A HARDSHIP BY
VIBURNUM X RHYTIDOPHYLLUM
LEATHERLEAF VIBURNUM
CAUSING THE RELOCATION OF REQUIRED PARKING
DECIDUOUS SHRUB(S)
SPACES, THEN THE ADDITIONAL PLANTING AREA
SJMC
53
MAY BE COUNTED TOWARD THE INTERIOR
MAGIC CARPET SPIREA
LANDSCAPING REQUIREMENT.
INTERIOR LANDSCAPING: EXCLUSIVE OF
REQUIRED:
THE REQUIREMENTS OF SECTION
32.7.9.7(A) AND (C), AN AREA EQUAL TO
AREA OF PARKING LOT: 26,104 SF
FIVE (5) PERCENT OF THE PAVED PARKING
26,104 X 5% = 1,305 SF
AND VEHICULAR CIRCULATION AREA
SHALL BE LANDSCAPED WITH TREES OR
1,305 SF OF INTERIOR LANDSCAPING
SHRUBS. THIS SHALL INCLUDE ONE (1)
AREA REQUIRED
LARGE OR MEDIUM SHADE TREE PER TEN
(10) PARKING SPACES OR PORTION
58 PARKING SPACES PROVIDED
32.7.9.6
THEREOF, IF FIVE (5) SPACES OR MORE.
58 / 10 = 6 PARKING LOT TREES REQUIRED
LANDSCAPING WITHIN
INTERIOR LANDSCAPING SHALL BE
LOCATED IN REASONABLY DISPERSED
PLANTING ISLANDS OR PERIMETER AREAS.
PROVIDED:
COMPLIES
A PARKING AREA
SHRUB PLANTINGS ADJACENT TO A
1,995 SF OF INTERIOR LANDSCAPING
BUILDING SHALL NOT BE COUNTED AS
AREA PROVIDED
INTERIOR LANDSCAPING.
(7.64% INTERIOR LANDSCAPING AREA
PROVIDED)
6 PARKING LOT TREES PROVIDED
"A" INDICATES PLANT MATERIAL UTILIZED
TO FULFIL REQUIREMENT
A. MINIMUM TREE CANOPY. EACH SITE
REQUIRED:
SHALL HAVE A TREE CANOPY COVERING
THE MINIMUM PERCENTAGE OF THE SITE
TEN (10) PERCENT TREE CANOPY
AS FOLLOWS:
SITE AREA = 72,833 SF
1. COMMERCIAL OR INDUSTRIAL USES. IF
72,833 SF X 10% = 7,283 SF
THE SITE IS TO BE DEVELOPED FOR
COMMERCIAL OR INDUSTRIAL USES, THE
7,283 SF OF TREE CANOPY REQUIRED
32.7.9.8
MINIMUM TREE CANOPY IS TEN (10)
TREE CANOPY
PERCENT.
PROVIDED:
COMPLIES
8,222 SF OF PROPOSED TREE CANOPY.
SEE LANDSCAPE SCHEDULE ON THIS
SHEET FOR A BREAKDOWN OF PROPOSED
TREE PLANTINGS.
LANDSCAPE SCHEDULE
KEY
QTY
BOTANICAL NAME
COMMON NAME
SHADE TREE(S)
DRAWN BY:
CREDIT
ARAF
4
ACER RUBRUM'AUTUMN FLAME'
AUTUMN FLAME RED MAPLE
AROG
2
ACER RUBRUM 'OCTOBER GLORY'
OCTOBER GLORY RED MAPLE
QAC
9
QUERCUS ACUTISSIMA
SAWTOOTH OAK
QPH
1
QUERCUS PHELLOS
WILLOW OAK
ZS
4
ZELKOVA SERRATA'GREEN VASE'
GREEN VASE ZELKOVA
1,400
20
ORNAMENTAL
TREE(S)
B +B
184
CVWK
2
CRATAEGUS VIRIDIS'WINTER KING'
WINTER KING HAWTHORN
MSC
1
MAGNOLIA STELLATA'CENTENNIAL'
CENTENNIAL MAGNOLIA
417
3
B +B
44
EVERGREEN TREE(S)
6 -7'
B+B
INS
5
ILEX X " NELLIE R. STEVENS'
NELLIE STEVENS HOLLY
PIAB
3
PICEA ABIES
NORWAY SPRUCE
8,222 SF OF TREE
8
#3 CAN
CANOPY PROVIDED
EVERGREEN SHRUB(S)
#5 CAN
EKM
37
EUONYMUS KIAUTSCHOVICUS'MANHATTAN'
MANHATTAN EUONYMUS
ICS
26
ILEX CRENATA'STEEDS'
STEEDS JAPANESE HOLLY
IGC
84
ILEX GLABRA
INKBERRY HOLLY
PXOL
14
PRUNUS LAUROCERASUS'OTTO LUYKEN'
OTTO LUYKEN CHERRY LAUREL
TOE
50
THUJA OCCIDENTALIS'EMERALD'
EMERALD GREEN ARBORVITAE
VR
13
VIBURNUM X RHYTIDOPHYLLUM
LEATHERLEAF VIBURNUM
224
DECIDUOUS SHRUB(S)
SJMC
53
SPIRAEA JAP'ONICA'MAGIC CARPET'
MAGIC CARPET SPIREA
20 10 5 0 20
1 "= 20'
F ABBEY ROAD —
SIZE
REMARKS
CANOPY
CANOPY CREDIT
PROJECT No.: V132042
DRAWN BY:
CREDIT
SUBTOTAL
2 1/2 -3" CAL.
B+B
397
1,588
2 1/2 -3" CAL.
B +B
397
794
2 1/2 -3" CAL.
B +B
370
3,330
2 112 -3" CAL.
B +B
350
350
2 1/2 -3" CAL.
B +B
350
1,400
7,462
1 1/2 - 2" CAL.
B +B
184
368
1 112 - 2" CAL.
B +B
49
49
417
6 -7'
B +B
44
220
6 -7'
B+B
41
123
343
24 -30"
#5 CAN
8,222 SF OF TREE
18 -24"
#3 CAN
CANOPY PROVIDED
24 -30"
#5 CAN
24 -30"
#5 CAN
36 -48"
#5 CAN OR B +B
24 -30"
#5 CAN
12 -15"
#3 CAN
LEGEND
PARKING LOT AREA
PARKING LOT
GREEN SPACE
VV
MF2
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REVISIONS
REV DATE COMMENT BY
1 4/16/14 PER COUNTY DRH
COMMENTS
THE FOLLOWING STATES REQUIRE NOTIFICATION BY
EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING TO
DISTURB THE EARTH'S SURFACE ANYWHERE IN THE STATE.
IN VIRGINIA, MARYLAND, THE DISTRICT OF COLUMBIA, AND
DELAWARE CALL - 811
(WV 1 -800- 245- 4848) (PA 1 -800- 242- 1776) (DC 1- 800 - 257 -7777)
(VA 1-800-552-7001) (MID 1- 800 - 257- 7777) (DE 1- 800 -282 -8555)
APPROVED FOR
CONSTRUCTION
PROJECT No.: V132042
DRAWN BY:
RTY
CHECKED BY:
DRH
DATE:
4116114
SCALE:
1.1=20'
CAD 1. D.:
LS1
PROJECT:
FINAL
SIIT I PLAN
FOR
ROLL IN ROAD
IRE 11. AIL CEN 11 E-IR
LOCATION OF 3I=
ROLKIN ROAD & ABBEY ROAD
TAX MAP 78 -75A
CHARLOTTESVILLE, VA 22911
RIVANNA MAGISTERIAL
DISTRICT
ALBEMARLE COUNTY
BOHLER
E N G I N E E R I N G
28 BLACKWELL PARK LANE, SUITE 201
WARRENTON, VIRGINIA 20186
Phone: (540) 349 -4500
Fax: (540) 349 -0321
www.BohlerEngineering.com
0fi
DANIEL R. HINES
Lic. No. 043176
h 4/16/14
SHEET TITLE:
LANDSCAPE
E
P LAST
SHEET NUMBER:
13
OF 25
LANDSCAPE SPECIFICATIONS NOTE: TREE STAKING TO BE REMOVED � �e
1. SCOPE OF WORK: 9. PLANTING AFTER 2 GROWING SEASONS
a o a Q ¢
ONLY TREES WITH ONE MAIN LEADER (<L SHALL BE PURCHASED. DO NOT PRUNE a ° a > ° z
THE LANDSCAPE CONTRACTOR SHALL BE REQUIRED TO PERFORM ALL CLEARING, FINISHED GRADING, SOIL A. INSOFAR THAT IT IS FEASIBLE, PLANT MATERIAL SHALL BE PLANTED ON THE DAY OF DELIVERY. IN THE EVENT o ° > z w = w
TREE AT PLANTING UNLESS DIRECTED ° p ° a
PREPARATION, PERMANENT SEEDING OR SODDING, PLANTING AND MULCHING INCLUDING ALL LABOR, MATERIALS, THAT THIS IS NOT POSSIBLE, LANDSCAPE CONTRACTOR SHALL PROTECT UNINSTALLED PLANT MATERIAL. TO BY PROJECT LANDSCAPE ° �' 0 z z z ¢ 0- o
TOOLS AND EQUIPMENT NECESSARY FOR THE COMPLETION OF THIS PROJECT, UNLESS OTHERWISE CONTRACTED BY PLANTS SHALL NOT REMAIN UNPLANTED FOR LONGER THAN A THREE DAY PERIOD AFTER DELIVERY. PLANTS ARCHITECT ° ui o z z J ° � �
THE GENERAL CONTRACTOR. THAT WILL NOT BE PLANTED FOR A PERIOD OF TIME GREATER THAN THREE DAYS SHALL BE HEALED IN WITH DO NOT WRAP TRUNK ° ° w Q � - Q
TOPSOIL OR MULCH TO HELP PRESERVE ROOT MOISTURE. DO NOT STAKE OR ° F..1 (D 4 001_ OT-:c
WRAP TRUNK FOLD BURLAP AWAY FROM TOP OF ° a ° O 4 m � N � L- a p �
2. MATERIALS ROOT BALL REINFORCED RUBBER HOSE (1/2" ° ONLY TREES WITH ONE MAIN LEADER SHALL BE w *
A. GENERAL - ALL HARDSCAPE MATERIALS SHALL MEET OR EXCEED SPECIFICATIONS AS OUTLINED IN THE STATE B. PLANTING OPERATIONS SHALL BE PERFORMED DURING PERIODS WITHIN THE PLANTING SEASON WHEN DIA.) PURCHASED. DO NOT PRUNE TREE AT PLANTING c u �R
DEPARTMENT OF TRANSPORTATION'S SPECIFICATIONS. WEATHER AND SOIL CONDITIONS ARE SUITABLE AND IN ACCORDANCE WITH ACCEPTED LOCAL PRACTICE. ° UNLESS DIRECTED TO BY PROJECT LANDSCAPE a
PREPARE WIDTH OF SET ROOT BALL FLUSH TO GRADE OR 12 GAUGE GALVANIZED WIRE GUYS TWISTED o
PLANTS SHALL NOT BE INSTALLED IN TOPSOIL THAT IS IN A MUDDY OR FROZEN CONDITION. d aQ ARCHITECT W O p >- a F
° PLANTING HOLE 6 FT SEVERAL INCHES HIGHER IN 2" DIA. HARDWOOD STAKES 2/3 TREE HT. ° a r = z
B. TOPSOIL - NATURAL, FRIABLE, LOAMY SILT SOIL HAVING AN ORGANIC CONTENT NOT LESS THAN 5%, A PH RANGE a
OR TWICE THE WIDTH POORLY DRAINING SOILS. SET ROOT BALL FLUSH TO GRADE OR 0 24 � w
BETWEEN 4.5 -7.0. IT SHALL BE FREE OF DEBRIS, ROCKS LARGER THAN ONE INCH (1 "), WOOD, ROOTS, VEGETABLE C. ANY INJURED ROOTS OR BRANCHES SHALL BE PRUNED TO MAKE CLEAN-CUT ENDS PRIOR TO PLANTING 2 PER TREE 4 ♦ o 2 EL -
OF THE ROOT BALL; SEVERAL INCHES HIGHER IN POORLY W � >- p a 82
MATTER AND CLAY CLODS. UTILIZING CLEAN, SHARP TOOLS. ONLY INJURED OR DISEASED BRANCHING SHALL BE REMOVED. 4" BUILT -UP EARTH SAUCER EXISTING GRADE o z Y z > _ e
WHICHEVER IS DRAINING SOILS.
GREATER 3" THICK LAYER OF DARK PREPARED SOIL FOR TREE _ ��jj z w a ig
C. LAWN - ALL DISTURBED AREAS ARE TO BE TREATED WITH A MINIMUM SIX INCH (6 ") THICK LAYER OF TOPSOIL, OR D. ALL PLANTING CONTAINERS AND NON - BIODEGRADABLE MATERIALS SHALL BE REMOVED FROM ROOT BALLS _ —III =I Fi m z Q z U- m
AS DIRECTED BY THE LOCAL ORDINANCE OR CLIENT, AND SEEDED OR SODDED IN ACCORDANCE WITH THE DURING PLANTING. NATURAL FIBER BURLAP MUST BE CUT FROM AROUND THE TRUNK OF THE TREE AND FOLDED BROWN DOUBLE SHREDDED 1 PART PEAT MOSS — III =III= 3" THICK LAYER OF DARK BROWN o Q o ig
PERMANENT STABILIZATION METHODS INDICATED WITHIN THE SOIL EROSION AND SEDIMENT CONTROL NOTES. DOWN AGAINST THE ROOT BALL PRIOR TO BACKFILLING. PREPARED SOIL FOR HARDWOOD MULCH 1 PART COW MANURE III =I DOUBLE SHREDDED HARDWOOD I..(
1.1. LAWN SEED MIXTURE SHALL BE FRESH, CLEAN NEW CROP SEED. TREES 1 PART PEAT MOSS 1 — 3 PARTS TOPSOIL - MULCH
1.2. SOD SHALL BE STRONGLY ROOTED, WEED AND DISEASE /PEST FREE WITH A UNIFORM THICKNESS. E. POSITION TREES AND SHRUBS AT THEIR INTENDED LOCATIONS AS PER THE PLANS AND SECURE THE APPROVAL PART COW MANURE 3 BEFORE PLANTING ADD 3 TO 4" I I _ §
1.3. SOD INSTALLED ON SLOPES GREATER THAN 4:1 SHALL BE PEGGED TO HOLD SOD IN PLACE, OF THE LANDSCAPE ARCHITECT PRIOR TO EXCAVATING PITS, MAKING NECESSARY ADJUSTMENTS AS DIRECTED. PARTS TOPSOIL OF WELL- COMPOSTED LEAVES = I I 4" BUILT-UP EARTH SAUCER
OR RECYCLED YARD WASTE TO UNDISTURBED SUBGRADE _ _ �Z
-.
f•, _ _ _ �� — BEFORE PLANTING ADD 3 TO 4" OF WELL - COMPOSTED t=1 �<y
_ _ BED AND TILL INTO TOP 6" OF
D. MULCH - THE MULCH AROUND THE PERIMETER OF THE BUILDING SHALL BE A 3" LAYER OF DOUBLE SHREDDED F. PRIOR TO THE ISSUANCE OF ANY CERTIFICATE OF OCCUPANCY, THE PROPOSED LANDSCAPE, AS SHOWN ON THE _ =III= ` ; ��'i'}" ' ' =" ' "'; '4i I I I -I I -� I — LEAVES OR RECYCLED YARD WASTE TO BED AND TILL a EI
PREPARED SOIL. -I I � I � I =I � I; INTO TOP 6 OF PREPARED SOIL.
BLACK CEDAR MULCH ONLY. ALL OTHER AREAS SHALL BE MULCHED WITH A 3" LAYER OF DOUBLE SHREDDED APPROVED LANDSCAPE PLAN, MUST BE INSTALLED, INSPECTED AND APPROVED BY THE APPROVING AGENCY. I I I -I I- I I= III =III= =I I= r o
DARK BROWN HARDWOOD BARK MULCH, UNLESS OTHERWISE STATED ON THE LANDSCAPE PLAN. THE APPROVING AGENCY SHALL TAKE INTO ACCOUNT SEASONAL CONSIDERATIONS IN THIS REGARD AS 4 6" DEEPER THAN ROOT BALL — III =III =I — _ —� I I =I I H
FOLLOWS. THE PLANTING OF TREES, SHRUBS, VINES OR GROUND COVER SHALL OCCUR ONLY DURING THE UNDISTURBE I I = -I =_— III =I I — — — — -1 I IILTLI I I I ,I I �, , —� I I I I ,I I REMOVE THE TOP 113 OF THE WIRE BASKET IF 0 U o
E. FERTILIZER FOLLOWING PLANTING SEASONS: SUBGRADE =I = III — III — III -1 I �_ — III — III =III- REMOVE THE TOP 113 OF THE WIRE BASKET IF I I II I II IIl i —� I —
I —I I— �I i lI I— 12;, PRESENT. ANY AND ALL TWINE SHALL BE REMOVED
1.1. FERTILIZER SHALL BE DELIVERED TO THE SITE MIXED AS SPECIFIED IN THE ORIGINAL UNOPENED STANDARD 1.1. PLANTS: MARCH 15 TO DECEMBER 15 I PRESENT. ANY AND ALL TWINE SHALL BE REMOVED FROM THE TREE BEFORE BACKFILLING. BURLAP SHALL c"
DIG WIDE, SHALLOW HOLE �-i- -i •-
BAGS SHOWING WEIGHT, ANALYSIS AND NAME OF MANUFACTURER. FERTILIZER SHALL BE STORED IN A 1.2. LAWN: MARCH 15 TO JUNE 15 OR SEPT. 1 TO DECEMBER 1 FROM THE TREE BEFORE BACKFILLING. BURLAP SHALL C4 a F a
WITH TAMPED SIDES TAMP SOIL SOLIDLY AROUND BASE BE FOLDED BACK INTO PLANTING HOLE U 2C -m
WEATHERPROOF PLACE SO THAT IT CAN BE KEPT DRY PRIOR TO USE. BE FOLDED BACK INTO PLANTING HOLE cn f-1 ,a O � -
OF ROOT BALL
1.2. FOR THE PURPOSE OF BIDDING, ASSUME THAT FERTILIZER SHALL BE 10% NITROGEN, 6% PHOSPHORUS AND G. PLANTINGS REQUIRED FOR A CERTIFICATE OF OCCUPANCY SHALL BE PROVIDED DURING THE NEXT TAMP SOIL SOLIDLY AROUND Q Q,
4% POTASSIUM BY WEIGHT. A FERTILIZER SHOULD NOT BE SELECTED WITHOUT A SOIL TEST PERFORMED BY APPROPRIATE SEASON AT THE MUNICIPALITY'S DISCRETION. CONTRACTOR SHOULD CONTACT APPROVING BASE OF ROOT BALL SET ROOT BALL ON FIRM PAD u a Q
SET ROOT BALL ON FIRM 43
A CERTIFIED SOIL LABORATORY. AGENCY FOR POTENTIAL SUBSTITUTIONS. IN BOTTOM OF HOLE
PAD IN BOTTOM OF HOLE �_4 > <4
� a
F. PLANT MATERIAL H. FURTHERMORE, THE FOLLOWING TREE VARIETIES ARE UNUSUALLY SUSCEPTIBLE TO WINTER DAMAGE. WITH REFERENCE: ARCHITECTURAL GRAPHIC STANDARDS 1998 CUMULATIVE SUPPLEMENT.
1.1. ALL PLANTS SHALL IN ALL CASES CONFORM TO THE REQUIREMENTS OF THE "AMERICAN STANDARD FOR TRANSPLANT SHOCKAND THE SEASONAL LACK OF NITROGEN AVAILABILITY, THE RISK OF PLANT DEATH IS � 'I IRN [° �' �j �i% 1 [,'T }� T� �j' �°E � A 'T'7T�T(�`! (1�T SLOPE DETAIL
j� 7TL
NURSERY STOCK (ANSI Z60.1), LATEST EDITION, AS PUBLISHED BY THE AMERICAN NURSERY & LANDSCAPE
ASSOCIATION.
GREATLY INCREASED. IT IS NOT RECOMMENDED THAT THESE SPECIES BE PLANTED DURING THE FALL PLANTING
SEASON:
DATE
COMMENT
BY
1
NOT TO SCALE
NOT TO SCALE
1.2. IN ALL CASES, BOTANICAL NAMES SHALL TAKE PRECEDENCE OVER COMMON NAMES FOR ANY AND ALL
ACER RUBRUM PLATANUS X ACERIFOLIA
SHALL NOT BE BURIED, INCLUDING ORGANIC MATERIALS, BUT SHALL BE REMOVED COMPLETELY FROM THE SITE. BEGINS, IS SET AT GROUND LEVEL AND IN THE CENTER OF THE PIT. NO SOIL IS TO BE PLACED DIRECTLY ON TOP
UNDISTURBE RECYCLED YARD WASTE TO BED
INITIAL ESTABLISHMENT.
PLANT MATERIAL.
B ETU LA VARIETIES POPULOUS VARIETIES
OF THE ROOT BALL.
SUBGRADE — — -T
T
} AND TILL INTO TOP 6" OF
1.2.5.
MULCH: WHEAT, OAT, OR BARLEY STRAW MULCH SHALL BE APPLIED AT A
4. SITE PREPARATIONS
1.3. PLANTS SHALL BE LEGIBLY TAGGED WITH THE PROPER NAME AND SIZE. TAGS ARE TO REMAIN ON AT LEAST CARPINUS VARIETIES PRUNUS VARIETIES
ONE PLANT OF EACH SPECIES FOR VERIFICATION PURPOSES DURING THE FINAL INSPECTION.
CRATAEGUS VARIETIES PYRUS VARIETIES
RATE OF 80 LBS PER 1,000 SF. DO NOT INSTALL MULCH SO THICK THAT IT
o
}�
L.
1.4. TREES WITH ABRASION OF THE BARK, SUN SCALDS, DISFIGURATION OR FRESH CUTS OF LIMBS OVER 1%4',
KOELREUTERIA QUERCUS VARIETIES
I I= III =III=
e a
ONLY TREES WITH ONE MAIN LEADER
1 ���D �'
SEEDING _jam -Ij•JL' 1 X11 1
D.�����\lJ1 t�J���Jl' ��
WHICH HAVE NOT BEEN COMPLETELY CALLUSED, SHALL BE REJECTED.PLANTS SHALL NOT BE BOUND WITH
LIQUIDAMBER STYRACIFLUA TILIA TOMENTOSA
TO A MINIMUM BRANCHING HEIGHT OF T FROM GRADE.
°
Jo a
SHALL BE PURCHASED. DO NOT PRUNE
THE STRAW
WIRE OR ROPE AT ANY TIME SO AS TO DAMAGE THE BARK OR BREAK BRANCHES.
LIRIODENDRON TULIPIFERA ZELKOVA VARIETIES
B. ALL EXISTING TREES TO REMAIN SHALL BE PRUNED TO REMOVE ANY DAMAGED BRANCHES. THE ENTIRE LIMB OF
44
TREE AT PLANTING UNLESS DIRECTED
DIG WIDE, SHALLOW HOLE -I —
I I I-I
— __ 1-111
I I I ri I I= —I I I I I I- REMOVE THE TOP 1/3 OF THE WIRE BASKET IF
1.5. ALL PLANTS SHALL BE TYPICAL OF THEIR SPECIES OR VARIETY AND SHALL HAVE A NORMAL HABIT OF
TO BY PROJECT LANDSCAPE ARCHITECT
1. MATERIAL:
PRIOR TO PLANTING. ALL GROUND COVER AREAS SHALL BE WEEDED AND TREATED WITH A PRE - EMERGENT
WITH TAMPED SIDES —III, ; , — III
GROWTH: WELL DEVELOPED BRANCHES, DENSELY FOLIATED, VIGOROUS ROOT SYSTEMS AND BE FREE OF
I. PLANTING PITS SHALL BE DUG WITH LEVEL BOTTOMS, WITH THE WIDTH TWICE THE DIAMETER OF ROOT BALL.
DO NOT STAKE
°
SMOOTH AND STRAIGHT. ANY EXPOSED ROOTS SHALL BE CUT BACK WITH CLEAN, SHARP TOOLS AND TOPSOIL
CHEMICAL AS PER MANUFACTURER'S RECOMMENDATION.
DISEASE, INSECTS, PESTS, EGGS OR LARVAE.
THE ROOT BALL SHALL REST ON UNDISTURBED GRADE. EACH PLANT PIT SHALL BE BACKFILLED IN LAYERS WITH
OR WRAP TRUNK
°
1.1.
SEED MIXTURE MUST BE COMPRISED OF THE FOLLOWING VARIETIES AND AT
SHALL BE PLACED AROUND THE REMAINDER OF THE ROOTS. EXISTING TREES SHALL BE MONITORED ON A
1.6. CALIPER MEASUREMENTS OF NURSERY GROWN TREES SHALL BE TAKEN AT A POINT ON THE TRUNK SIX
THE FOLLOWING PREPARED SOIL MIXED THOROUGHLY:
TAMP SOIL SOLIDLY
°
°
FOLD BURLAP AWAY FROM
AND PH OF THE SOIL. ALL INSTALLATION AREAS SHOULD BE PREPARED TO
THE SPECIFIED COMPOSITION:
EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING TO
INCHES (6 ") ABOVE THE NATURAL GRADE FOR TREES UP TO AND INCLUDING A FOUR INCH (4 ") CALIPER SIZE.
• 1 PART PEAT MOSS
N.
d Q
TOP OF ROOT BALL
1.1.1.
80% -TURF TYPE TALL FESCUE SEED
AGRICULTURAL STANDARD RECOMMENDED BY THE DEPARTMENT OF
IF THE CALIPER AT SIX INCHES (6 ") ABOVE THE GROUND EXCEEDS FOUR INCHES (4 ") IN CALIPER, THE
• 1 PART COMPOSTED COW MANURE BY VOLUME
PREPARE WIDTH OF
°
1.1.2.
10% - KENTUCKY BLUEGRASS SEED
CALIPER SHOULD BE MEASURED AT A POINT 12" ABOVE THE NATURAL GRADE.
• 3 PARTS TOPSOIL BY VOLUME
PLANTING HOLE 6 FT OR
°
SET ROOT BALL FLUSH TO GRADE
1.1.3.
10% -ANNUAL RYE GRASS SEED
1.7. SHRUBS SHALL BE MEASURED TO THE AVERAGE HEIGHT OR SPREAD OF THE SHRUB, AND NOT TO THE
• 21 GRAMS'AGRIFORM' PLANTING TABLETS OR APPROVED EQUAL AS FOLLOWS:
TABLETS ( OR
TWICE THE WIDTH OF
a a ao
OR SEVERAL INCHES HIGHER IN
1.2.
INSTALLATION RATES:
LONGEST BRANCH.
A) 2 TABLETS PER 1 GALLON PLANT
THE ROOT BALL;
6. o
a
POORLY DRAINING SOILS.
1.2.1.
SEED: LAWN SEED SHOULD BE APPLIED AT A RATE OF 7 LBS /1,000 SF
(WV 1- 800- 245 -001) (PA 1- 800 -242 -1776) (DC 1 -800- 257 -7777)
(VA 1- 800 - 552 -7001) (MD 1- 800 - 257 -7777) (DE 1- 800 - 282 -8555)
1.8. TREES AND SHRUBS SHALL BE HANDLED WITH CARE BY THE ROOT BALL.
B) 3 TABLETS PER 5 GALLON PLANT
WHICHEVER IS GREATER
m
REFERENCE: ARCHITECTURAL GRAPHIC STANDARDS 1998 CUMULATIVE SUPPLEMENT.
1.2.2.
LIME: AGRICULTURAL OR PELLETIZED LIME SHOULD BE APPLIED AT
C) 4 TABLETS PER 15 GALLON PLANT
TO INSTALLATION OF ANY LANDSCAPE MATERIAL. UTILITY COMPANIES SHALL BE CONTACTED THREE (3) DAYS
4" BUILT -UP EARTH SAUCER
SPECIFIED RATE ACCORDING TO SOIL ANALYSIS OR 2,000 LBS PER ACRE
T EE PLANTING DETAIL
3. GENERAL WORK PROCEDURES
D) LARGER PLANTS: 2 TABLETS PER I/T CALIPER OF TRUNK
PREPARED SOIL FOR TREES
3" THICK LAYER OF DARK BROWN DOUBLE
PRIOR TO THE BEGINNING OF WORK.
(46 LBS /1,000 SF) IF NO SOIL ANALYSIS IS PERFORMED.
ALL PLANTING AREAS SHALL BE WATERED IMMEDIATELY UPON INSTALLATION IN ACCORDANCE WITH THE
A. CONTRACTOR TO UTILIZE WORKMANLIKE INDUSTRY STANDARDS IN PERFORMING ALL LANDSCAPE
1 PART PEAT MOSS
SHREDDED HARDWOOD MULCH
1.2.3.
FERTILIZER: COMMERCIAL GRADE 12 -20 -12 SHOULD BE APPLIED AT A
CONSTRUCTION. THE SITE IS TO BE LEFT IN A CLEAN STATE AT THE END OF EACH WORKDAY. ALL DEBRIS,
J. FILL PREPARED SOIL AROUND BALL OF PLANT HALF -WAY AND INSERT PLANT TABLETS. COMPLETE BACKFILL AND
1 PART COW MANURE
PLANTING BY METHOD OF SPRAYING OR TILLAGE. A NON - SELECTIVE
CONSTRUCTION
RATE OF 250 LBS PER PER ACRE (5.8 LBS/ 1,000 SF)
MATERIALS AND TOOLS SHALL BE PROPERLY STORED, STOCKPILED OR DISPOSED OF.
WATER THOROUGHLY.
3 PARTS TOPSOIL
NOT TO SCALE
1.2.4.
LIQUID OR DRY LIME: LIQUID LIME SHOULD BE APPLIED AT A RATE OF 2.5
T T WHICH TH OOT FLARE
A. CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL EXISTING TREES TO REMAIN. A TREE
10. TRANSPLANTING (WHEN REQUIRED)
BEFORE PLANTING ADD 3 TO 4"
GALLONS PER ACRE OR NEUTRA LIME DRY APPLIED AT A RATE OF 80LBS
WEEDS AND UNDESIRABLE PLANTS THAT MAY COMPETE WITH THE NEW
REVISIONS
REV
DATE
COMMENT
BY
1
4116114
PER COUNTY
COMMENTS
DRH
SHALL NOT BE BURIED, INCLUDING ORGANIC MATERIALS, BUT SHALL BE REMOVED COMPLETELY FROM THE SITE. BEGINS, IS SET AT GROUND LEVEL AND IN THE CENTER OF THE PIT. NO SOIL IS TO BE PLACED DIRECTLY ON TOP
UNDISTURBE RECYCLED YARD WASTE TO BED
INITIAL ESTABLISHMENT.
OF THE ROOT BALL.
SUBGRADE — — -T
T
} AND TILL INTO TOP 6" OF
1.2.5.
MULCH: WHEAT, OAT, OR BARLEY STRAW MULCH SHALL BE APPLIED AT A
4. SITE PREPARATIONS
_ — III=-
I—
I I= III =III
PREPARED SOIL.
RATE OF 80 LBS PER 1,000 SF. DO NOT INSTALL MULCH SO THICK THAT IT
o
A. BEFORE AND DURING PRELIMINARY GRADING AND FINISHED GRADING, ALL WEEDS AND GRASSES SHALL BE DUG
L.
ALL PROPOSED TREES DIRECTLY ADJACENT TO WALKWAYS OR DRIVEWAYS SHALL BE PRUNED AND MAINTAINED
I I I =III=
I I= III =III=
B. WASTE MATERIALS AND DEBRIS SHALL BE COMPLETELY DISPOSED OF AT THE CONTRACTORS EXPENSE. DEBRIS
K.
ALL PLANTS SHALL BE PLANTED SO , HAT THE TOP OF THE ROOT BALL, THE POINT A E R
OF WELL- COMPOSTED LEAVES OR
PER ACRE IN AREAS OF ACIDIC SOILS TO ASSURE GERMINATION AND
SHALL NOT BE BURIED, INCLUDING ORGANIC MATERIALS, BUT SHALL BE REMOVED COMPLETELY FROM THE SITE. BEGINS, IS SET AT GROUND LEVEL AND IN THE CENTER OF THE PIT. NO SOIL IS TO BE PLACED DIRECTLY ON TOP
UNDISTURBE RECYCLED YARD WASTE TO BED
INITIAL ESTABLISHMENT.
OF THE ROOT BALL.
SUBGRADE — — -T
T
} AND TILL INTO TOP 6" OF
1.2.5.
MULCH: WHEAT, OAT, OR BARLEY STRAW MULCH SHALL BE APPLIED AT A
4. SITE PREPARATIONS
_ — III=-
I—
I I= III =III
PREPARED SOIL.
RATE OF 80 LBS PER 1,000 SF. DO NOT INSTALL MULCH SO THICK THAT IT
o
A. BEFORE AND DURING PRELIMINARY GRADING AND FINISHED GRADING, ALL WEEDS AND GRASSES SHALL BE DUG
L.
ALL PROPOSED TREES DIRECTLY ADJACENT TO WALKWAYS OR DRIVEWAYS SHALL BE PRUNED AND MAINTAINED
I I I =III=
I I= III =III=
HE GROUND. TOPSOIL SHOULD BE VISIBLE
COMPLETELY
OUT BY THE ROOTS AND DISPOSED OF IN ACCORDANCE WITH GENERAL WORK PROCEDURES OUTLINED HEREIN.
TO A MINIMUM BRANCHING HEIGHT OF T FROM GRADE.
-I I I —_
—_—
_ _ — - 4 -6" DEEPER THAN ROOT BALL
-
III -I I —_-
THE STRAW
B. ALL EXISTING TREES TO REMAIN SHALL BE PRUNED TO REMOVE ANY DAMAGED BRANCHES. THE ENTIRE LIMB OF
M.
GROUND COVER AREAS SHALL RECEIVE A'' /d' LAYER OF HUMUS RAKED INTO THE TOP 1" OF PREPARED SOIL
DIG WIDE, SHALLOW HOLE -I —
I I I-I
— __ 1-111
I I I ri I I= —I I I I I I- REMOVE THE TOP 1/3 OF THE WIRE BASKET IF
ANY DAMAGED BRANCH SHALL BE CUT OFF AT THE TRUNK. CONTRACTOR SHALL ENSURE THAT CUTS ARE
PRIOR TO PLANTING. ALL GROUND COVER AREAS SHALL BE WEEDED AND TREATED WITH A PRE - EMERGENT
WITH TAMPED SIDES —III, ; , — III
—I =I =1
—III `' I I— ' PRESENT. ANY AND ALL TWINE SHALL BE
2. EXECUTION AND PREPARATION:
SMOOTH AND STRAIGHT. ANY EXPOSED ROOTS SHALL BE CUT BACK WITH CLEAN, SHARP TOOLS AND TOPSOIL
CHEMICAL AS PER MANUFACTURER'S RECOMMENDATION.
REMOVED FROM THE TREE BEFORE
2.1.
A SOIL ANALYSIS SHOULD BE PERFORMED TO ASSESS THE FERTILITY NEEDS
THE FOLLOWING STATES REQUIRE NOTIFICATION BY
SHALL BE PLACED AROUND THE REMAINDER OF THE ROOTS. EXISTING TREES SHALL BE MONITORED ON A
TAMP SOIL SOLIDLY
BACKFILLING. BURLAP SHALL BE FOLDED BACK
AND PH OF THE SOIL. ALL INSTALLATION AREAS SHOULD BE PREPARED TO
EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING TO
REGULAR BASIS FOR ADDITIONAL ROOT OR BRANCH DAMAGE AS A RESULT OF CONSTRUCTION. ROOTS SHALL
N.
NO PLANT, EXCEPT GROUND COVERS, GRASSES OR VINES, SHALL BE PLANTED LESS THAN TWO FEET (2') FROM
AROUND BASE OF
INTO PLANTING HOLE
AGRICULTURAL STANDARD RECOMMENDED BY THE DEPARTMENT OF
DISTURB THE EARTH'S SURFACE ANYWHERE IN THE STATE.
NOT BE LEFT EXPOSED FOR MORE THAN ONE (1) DAY. CONTRACTOR SHALL WATER EXISTING TREES AS NEEDED
EXISTING STRUCTURES AND SIDEWALKS.
ROOT BALL
IN VIRGINIA, MARYLAND COLUMBIA, AND
TO PREVENT SHOCK OR DECLINE.
SET ROOT BALL ON FIRM
AGRICULTURE WITHIN THE STATE WHERE THE WORK IS BEING PERFORMED.
DELAWARE CALL -811
O.
ALL PLANTING AREAS AND PLANTING PITS SHALL BE MULCHED AS SPECIFIED HEREIN TO FILL THE ENTIRE BED
PAD IN BOTTOM OF HOLE
AGRICULTURAL LIME OR PELLETIZED LIME SHOULD BE ADDED DURING THE
(WV 1- 800- 245 -001) (PA 1- 800 -242 -1776) (DC 1 -800- 257 -7777)
(VA 1- 800 - 552 -7001) (MD 1- 800 - 257 -7777) (DE 1- 800 - 282 -8555)
C. CONTRACTOR SHALL ARRANGE TO HAVE A UTILITY STAKE -OUT TO LOCATE ALL UNDERGROUND UTILITIES PRIOR
AREA OR SAUCER. NO MULCH IS TO TOUCH THE TRUNK OF THE TREE OR SHRUB.
REFERENCE: ARCHITECTURAL GRAPHIC STANDARDS 1998 CUMULATIVE SUPPLEMENT.
GROUND PREPARATION STAGE AT THE RATE RECOMMENDED ACCORDING
TO INSTALLATION OF ANY LANDSCAPE MATERIAL. UTILITY COMPANIES SHALL BE CONTACTED THREE (3) DAYS
DECID.W01 TS
T EE PLANTING DETAIL
2.2.
TO SOIL ANALYSIS.
ALL WEEDS AND UNDESIRABLE PLANTS SHOULD BE REMOVED BEFORE
PRIOR TO THE BEGINNING OF WORK.
P.
ALL PLANTING AREAS SHALL BE WATERED IMMEDIATELY UPON INSTALLATION IN ACCORDANCE WITH THE
APPROVED FOR
WATERING SPECIFICATIONS AS LISTED HEREIN.
PLANTING BY METHOD OF SPRAYING OR TILLAGE. A NON - SELECTIVE
CONSTRUCTION
5. TREE PROTECTION
NOT TO SCALE
HERBICIDE CAN BE SPRAYED ONE MONTH PRIOR TO PLANTING TO KILL ALL
A. CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL EXISTING TREES TO REMAIN. A TREE
10. TRANSPLANTING (WHEN REQUIRED)
WEEDS AND UNDESIRABLE PLANTS THAT MAY COMPETE WITH THE NEW
PROTECTION ZONE SHALL BE ESTABLISHED AT THE DRIP LINE OR 15 FEET FROM THE TRUNK OR AT THE LIMIT OF
A.
ALL TRANSPLANTS SHALL BE DUG WITH INTACT ROOT BALLS CAPABLE OF SUSTAINING THE PLANT.
SEEDLINGS. TILLAGE CAN BE PERFORMED AT LEAST 4 WEEKS PRIOR TO
PROJECT No.: V132042
CONSTRUCTION DISTURBANCE, WHICHEVER IS GREATER. LOCAL STANDARDS THAT MAY REQUIRE A MORE
PLANTING AND AGAIN 2 WEEKS AFTER THE INITIAL TILLAGE. THE TILLAGE
DRAWN BY: RTY
STRICT TREE PROTECTION ZONE SHALL BE HONORED.
B.
IF PLANTS ARE TO BE STOCKPILED BEFORE REPLANTING, THEY SHALL BE HEALED IN WITH MULCH OR SOIL,
PROCEDURE CAN BE ADVANTAGEOUS IF LARGE AMOUNTS OF ORGANIC
CHECKED BY: DRH
ADEQUATELY WATERED AND PROTECTED FROM EXTREME HEAT, SUN AND WIND.
DEBRIS ARE PRESENT ON THE INSTALLATION AREAS.
B. A FORTY -EIGHT INCH (48 ") HIGH WOODEN SNOW FENCE OR ORANGE COLORED HIGH- DENSITY 'VISI- FENCE', OR
2.3.
PRIOR TO SEEDING, AREA IS TO BE TOPSOILED, FINE GRADED, AND RAKED
DATE: 4
APPROVED EQUAL, MOUNTED ON STEEL POSTS SHALL BE PLACED ALONG THE BOUNDARY OF THE TREE
C.
PLANTS SHALL NOT BE DUG FOR TRANSPLANTING BETWEEN APRIL 10 AND JUNE 30.
OF ALL DEBRIS LARGER THAN 2" DIAMETER.
SCALE: AS NOTED
PROTECTION ZONE. POSTS SHALL BE LOCATED AT A MAXIMUM OF EIGHT FEET (8') ON CENTER OR AS INDICATED
PLANT SHALL BE
FOR
2.4.
AREAS TO BE PLANTED SHOULD BE ROLLED WITH A CULTI- PACKER, TURF
CAD 1. D.: SD1
WITHIN THE TREE PROTECTION DETAIL.
D.
UPON REPLANTING, BACKFILL SOIL SHALL BE AMENDED WITH FERTILIZER AND ROOT GROWTH HORMONE.
TRANSPLANTED AT THE SAME
SHRUBS, USE FINGER OR
BS, USE FINGER O
ROLLER, OR SIMILAR DEVICE TO FIRM THE SEEDBED. THIS PROCESS HELPS
GRADE AS IT BORE IN THE
SMALL HAND TOOLS TO PULL
ACHIEVE THE DESIRED FIRMNESS. SOIL SHOULD BE FIRMED TO 85% OF
PROJECT:
C. WHEN THE TREE PROTECTION FENCING HAS BEEN INSTALLED, IT SHALL BE INSPECTED BY THE APPROVING
E.
TRANSPLANTS SHALL BE GUARANTEED FOR THE LENGTH OF THE GUARANTEE PERIOD SPECIFIED HEREIN.
NURSERY PLOT PRIOR TO
THE ROOTS OUT OF THE OUTER
COMPACTION.
FINAL
AGENCY PRIOR TO DEMOLITION, GRADING, TREE CLEARING OR ANY OTHER CONSTRUCTION. THE FENCING
BALLING AND BURLAPPING.
LAYER OF POTTING SOIL; THEN
ALONG THE TREE PROTECTION ZONE SHALL BE REGULARLY INSPECTED BY THE LANDSCAPE CONTRACTOR AND
F.
IF TRANSPLANTS DIE, SHRUBS AND TREES LESS THAN SIX INCHES (6 ") DBH SHALL BE REPLACED IN KIND. TREES
i
CUT OR PULL APART ANY
3. INSTALLATION:
MAINTAINED UNTIL ALL CONSTRUCTION ACTIVITY HAS BEEN COMPLETED.
GREATER THAN SIX INCHES (6 ") DBH MAY BE REQUIRED TO BE REPLACED IN ACCORDANCE WITH THE
PLANTING MIX:
ROOTS THAT CIRCLE THE
X11
SITE PLAN
MUNICIPALITY'S TREE REPLACEMENT GUIDELINES.
1 PART PEAT MOSS
PERIMETER OF THE CONTAINER
3.1.
STRICTLY COMPLY WITH MANUFACTURER'S INSTALLATION INSTRUCTIONS
D. AT NO TIME SHALL MACHINERY, DEBRIS, FALLEN TREES OR OTHER MATERIALS BE PLACED, STOCKPILED OR LEFT
1 PART COW MANURE
AND RECOMMENDATIONS.
STANDING IN THE TREE PROTECTION ZONE.
11. WATERING
3 PARTS TOPSOIL PLANTING
3" THICK LAYER OF DARK
3.2.
EQUIPMENT USED TO SPREAD SEED SHOULD HAVE SUFFICIENT CAPACITY TO
FOR
A.
NEW PLANTINGS OR LAWN AREAS SHALL BE ADEQUATELY IRRIGATED BEGINNING IMMEDIATELY AFTER PLANTING.
MIXTURE WILL CHANGE WITH
BROWN DOUBLE
HOLD AND AGITATE SEED EVENLY IN A CYCLONE OR DROP PATTERN.
101ILKIN
6. SOIL MODIFICATIONS
WATER SHALL BE APPLIED TO EACH TREE AND SHRUB IN SUCH MANNER AS NOT TO DISTURB BACKFILL AND TO
SOIL CONDITIONS
SHREDDED HARDWOOD
E MAY ALSO BE PERFORMED WITH THE
J ��l )AT"
A. CONTRACTOR SHALL ATTAIN A SOIL TEST FOR ALL AREAS OF THE SITE PRIOR TO CONDUCTING ANY PLANTING.
THE EXTENT THAT ALL MATERIALS IN THE PLANTING HOLE ARE THOROUGHLY SATURATED. WATERING SHALL
8-12"
MULCH
ENGINEER /ARCHITECT'S APPROVAL.
ENGINE /ARC
SOIL TESTS SHALL BE PERFORMED BY A CERTIFIED SOIL LABORATORY.
CONTINUE AT LEAST UNTIL PLANTS ARE ESTABLISHED.
3.3.
SEED MAY NEED TO BE APPLIED AT A HALF RATE IN ALTERNATING
����i �� ����A ��
B. LANDSCAPE CONTRACTOR SHALL REPORT ANY SOIL OR DRAINAGE CONDITIONS CONSIDERED DETRIMENTAL TO
B.
SITE OWNER SHALL PROVIDE WATER IF AVAILABLE ON SITE AT TIME OF PLANTING. IF WATER IS NOT AVAILABLE
BEFORE PLANTING, ADD 3 TO 4"
_ _ FINISHED GRADE
;• . `
I I —III I I —� I ICI- —PLACE SHRUB ON
3.4.
DIRECTIONS TO ENSURE AN EVEN COVERAGE OF SEED.
LIQUID LIME OR NEUTRA LIME DRY SHOULD BE TOPICALLY APPLIED TO
1
THE GROWTH OF PLANT MATERIAL. SOIL MODIFICATIONS, AS SPECIFIED HEREIN, MAY NEED TO BE CONDUCTED
ON SITE, CONTRACTOR SHALL SUPPLY ALL NECESSARY WATER. THE USE OF WATERING BAGS IS RECOMMENDED
OF WELL- COMPOSTED LEAVES
III—
,;
=III =III WAINER ITI= FIRM SOIL IN
AREAS WITH ACIDIC SOILS TO ASSIST THE SEED GERMINATION AND
BY THE LANDSCAPE CONTRACTOR DEPENDING ON SITE CONDITIONS.
FOR ALL NEWLY PLANTED TREES.
AND RECYCLED YARD WASTE i
TO BED AND TILL INTO TOP 6" =I I
III —III -I I —III BOTTOM OF HOLE.
VEGETATION GROWTH DURING THE FIRST 90 DAYS. LIQUID LIME SHOULD BE
LOCATION OF SITE
C. THE FOLLOWING AMENDMENTS AND QUANTITIES ARE APPROXIMATE AND ARE FOR BIDDING PURPOSES ONLY.
C.
IF AN IRRIGATION SYSTEM HAS BEEN INSTALLED ON THE SITE, IT SHALL BE USED TO WATER PROPOSED PLANT
I
OF PREPARED SOIL I I = I I =I
I
= I I= III =III = ____ —_— I I- I-
I II 1 I I= III — III
APPLIED AT A RATE OF 2.5 GALLONS PER ACRE OR NEUTRA LIME DRY AT A
ROLKIN ROAD & ABBEY ROAD
COMPOSITION OF AMENDMENTS SHOULD BE REVISED DEPENDING ON THE OUTCOME OF A TOPSOIL ANALYSIS
MATERIAL, BUT ANY FAILURE OF THE SYSTEM DOES NOT ELIMINATE THE CONTRACTOR'S RESPONSIBILITY OF
REMOVE THE TOP 113 OF THE I �= I I= III =III =I
III III — III
I =I II =III=
—III- —III — III —I I
I II I I� —'"
3.5.
RATE OF 80LBS PER ACRE.
FERTILIZER SHOULD BE SPREAD EVENLY OVER THE SEEDED AREAS AT THE
TAX MAP 78 -75A
PERFORMED BY A CERTIFIED SOIL LABORATORY.
MAINTAINING THE DESIRED MOISTURE LEVEL FOR VIGOROUS, HEALTHY GROWTH.
WIRE BASKET IF PRESENT. ANY =III
24" MINIMUM
II 111 "—
UNDISTURBED
RECOMMENDED RATE DETERMINED BY THE INITIAL SOIL ANALYSIS. IF NO
CHARLOTTESVILLE V A 22911
1.1. TO INCREASE A SANDY SOIL'S ABILITY TO RETAIN WATER AND NUTRIENTS, THOROUGHLY TILL ORGANIC
AND ALL TWINE SHALL BE
SUBGRADE
SOIL ANALYSIS IS AVAILABLE EVENLY APPLY 12QUAR STARTER FERTILIZER
MATTER INTO THE TOP 6 -12 ". USE COMPOSTED BARK, COMPOSTED LEAF MULCH OR PEAT MOSS. ALL
12. GUARANTEE
REMOVED FROM THE SHRUB
AT A RATE OF 250LBS PER ACRE (ODUC /1000 SQUARE FEET).
RIVANNA MAGISTERIAL
PRODUCTS SHOULD BE COMPOSTED TO A DARK COLOR AND BE FREE OF PIECES WITH IDENTIFIABLE LEAF
A.
THE LANDSCAPE CONTRACTOR SHALL GUARANTEE ALL PLANTS FOR A PERIOD OF ONE (1) YEAR FROM APPROVAL
BEFORE BACKFILLING. BURLAP
SOIL SURFACE ROUGHENED
3.6.
A ROLLED EROSION CONTROL PRODUCT CAN BE APPLIED OVER THE TOP OF
DISTRICT
OR WOOD STRUCTURE. AVOID MATERIAL WITH A PH HIGHER THAN 7.5.
OF LANDSCAPE INSTALLATION BY THE APPROVING AGENCY. CONTRACTOR SHALL SUPPLY THE OWNER WITH A
SHALL BE FOLDED BACK INTO
TO BIND WITH NEW SOIL.
1.2. TO INCREASE DRAINAGE, MODIFY HEAVY CLAY OR SILT (MORE THAN 40% CLAY OR SILT) BY ADDING
MAINTENANCE BOND FOR TEN PERCENT (10 %) OF THE VALUE OF THE LANDSCAPE INSTALLATION WHICH WILL BE
PLANTING HOLE
SEED IN STEEP SLOPE SITUATIONS TO HELP PREVENT SEED FROM WASHING
ALBEMARLE COUNTY
COMPOSTED PINE BARK (UP TO 30% BY VOLUME) AND /OR AGRICULTURAL GYPSUM. COARSE SAND MAY BE
RELEASED AT THE CONCLUSION OF THE GUARANTEE PERIOD AND WHEN A FINAL INSPECTION HAS BEEN
AND REINFORCE VEGETATION THROUGH ESTABLISHMENT. (FOLLOW REC
USED IF ENOUGH IS ADDED TO BRING THE SAND CONTENT TO MORE THAN 60% OF THE TOTAL MIX.
COMPLETED AND APPROVED BY THE OWNER OR AUTHORIZED REPRESENTATIVE.
REFERENCE: ARCHITECTURAL
GRAPHIC STANDARDS 1998 CUMULATIVE SUPPLEMENT
PRODUCT MANUFACTURER RECOMMENDATIONS.)
SUBSURFACE DRAINAGE LINES MAY NEED TO BE ADDED TO INCREASE DRAINAGE.
1.3. MODIFY EXTREMELY SANDY SOILS (MORE THAN 85 %) BY ADDING ORGANIC MATTER AND /OR DRY, SHREDDED B. ANY DEAD OR DYING PLANT MATERIAL SHALL BE REPLACED FOR THE LENGTH OF THE GUARANTEE PERIOD.
�U �
������ y� � ��� EVERGREEN JLX
4. MAINTENANCE
CLAY LOAM UP TO 30% OF THE TOTAL MIX.
REPLACEMENT OF PLANT MATERIAL SHALL BE CONDUCTED AT THE FIRST SUCCEEDING PLANTING SEASON. ANY
j,.. BOHLER
DEBRIS SHALL BE DISPOSED OF OFF -SITE, WITHOUT EXCEPTION.
;U�
PLAN1 IN� �AIL
4.1.
FREQUENT LIGHT IRRIGATION WILL NEED TO BE APPLIED TO SEEDED AREAS
EN G I N E E R I N G
7. FINISHED GRADING
IF NO NATURAL RAIN EVENTS HAVE OCCURRED WITHIN 2 WEEKS OF
A. UNLESS OTHERWISE CONTRACTED, THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR THE
C.
TREES AND SHRUBS SHALL BE MAINTAINED BY THE CONTRACTOR DURING CONSTRUCTION AND THROUGHOUT
NOT TO SCALE
SEEDING. AFTER SEED GERMINATION HAS OCCURRED AND PLANTS ARE
INSTALLATION OF TOPSOIL AND THE ESTABLISHMENT OF FINE - GRADING WITHIN THE DISTURBANCE AREA OF THE
THE 90 DAY MAINTENANCE PERIOD AS SPECIFIED HEREIN. CULTIVATION, WEEDING, WATERING AND THE
VISIBLE THE FREQUENCY OF IRRIGATION CAN BE CUT BACK WITH HEAVIER
28 BLACKWELL PARK LANE, SUITE 201
SITE.
PREVENTATIVE TREATMENTS SHALL BE PERFORMED AS NECESSARY TO KEEP PLANT MATERIAL IN GOOD
APPLICATION RATES.
WARRENTON, VIRGINIA 20186
CONDITION AND FREE OF INSECTS AND DISEASE.
PLANT MATERIAL SPACED AS SPECIFIED.
4.2.
REPAIR ALL SEED WASHINGS AND EROSION.
Phone: (540) 349 -4500
B. LANDSCAPE CONTRACTOR SHALL VERIFY THAT SUBGRADE FOR INSTALLATION OF TOPSOIL HAS BEEN
INCORPORATE 2" PEAT OF
SEE LANDSCAPE SCHEDULE FOR PROPOSED
Fax: (540) 349 -0321
ESTABLISHED. THE SUBGRADE OF THE SITE MUST MEET THE FINISHED GRADE LESS THE REQUIRED TOPSOIL
"
D.
LAWNS SHALL BE MAINTAINED THROUGH WATERING, FERTILIZING, WEEDING, MOWING, TRIMMING AND OTHER
U
PLANTING MIXTURE, AS SPECIFIED
SPECIE
SPACING.
Www.BOl7 /L? %Eng %h @ePlIlg.COm
THICKNESS (1 ±).
OPERATIONS SUCH AS ROLLING, REGARDING AND REPLANTING AS REQUIRED TO ESTABLISH A SMOOTH,
ACCEPTABLE LAWN, FREE OF ERODED OR BARE AREAS.
3" THICK LAYER OF
a
u
C. ALL LAWN AND PLANTING AREAS SHALL BE GRADED TO A SMOOTH, EVEN AND UNIFORM PLANE WITH NO ABRUPT
OF SURFACE AS DEPICTED WITHIN THIS SET OF CONSTRUCTION PLANS, UNLESS OTHERWISE DIRECTED 13. CLEANUP
DARK BROWN DOUBLE
CHANGE
SHREDDED HARDWOODLTn
BY THE PROJECT ENGINEER OR LANDSCAPE ARCHITECT.
A.
UPON THE COMPLETION OF ALL LANDSCAPE INSTALLATION AND BEFORE THE FINAL ACCEPTANCE, THE
MULCH
CONTRACTOR SHALL REMOVE ALL UNUSED MATERIALS, EQUIPMENT AND DEBRIS FROM THE SITE. ALL PAVED
D. ALL PLANTING AREAS SHALL BE GRADED AND MAINTAINED TO ALLOW FREE FLOW OF SURFACE WATER IN AND
AREAS ARE TO BE CLEANED.
FINISHED GRADE
AROUND THE PLANTING BEDS. STANDING WATER SHALL NOT BE PERMITTED IN PLANTING BEDS.
B.
THE SITE SHALL BE CLEANED AND LEFT IN A NEAT AND ACCEPTABLE CONDITION AS APPROVED BY THE OWNER
:. f :'' s
DANIEL R. HINES
8, TOPSOILING
OR AUTHORIZED REPRESENTATIVE.
MINIMUM 6" TOPSOIL
> ff :: '.': ": '..' f `: ', EXISTING SUBSOIL
° -
A. CONTRACTOR SHALL PROVIDE A SIX INCH (6 ") THICK MINIMUM LAYER OF TOPSOIL, OR AS DIRECTED BY THE
.Q Lic. No. 043176
LOCAL ORDINANCE OR CLIENT, IN ALL PLANTING AREAS. TOPSOIL SHOULD BE SPREAD OVER A PREPARED
—
-11 I
--
I I —I 1511 El I I —I I M I I I I
0
SURFACE IN A UNIFORM LAYER TO ACHIEVE THE DESIRED COMPACTED THICKNESS.
=I
III I
4/16/14
B. ON -SITE TOPSOIL MAYBE USED TO SUPPLEMENT THE TOTAL AMOUNT REQUIRED, TOPSOIL FROM THE SITE MAY
— III
=III -- — III —III I
`��!•`
�tp,�
BE REJECTED IF IT HAS NOT BEEN PROPERLY REMOVED, STORED AND PROTECTED PRIOR TO CONSTRUCTION.
TYPICAL PERENNIAL AND GROUND COVER PLANTING
C. CONTRACTOR SHALL FURNISH TO THE APPROVING AGENCY AN ANALYSIS OF BOTH IMPORTED AND ON -SITE
SHEET TITLE:
TOPSOIL TO BE UTILIZED IN ALL PLANTING AREAS. THE PH AND NUTRIENT LEVELS MAY NEED TO BE ADJUSTED
THROUGH SOIL MODIFICATIONS AS NEEDED TO ACHIEVE THE REQUIRED LEVELS AS SPECIFIED IN THE MATERIALS
SECTION ABOVE.
D. ALL PLANTING AND LAWN AREAS ARE TO BE CULTIVATED TO A DEPTH OF SIX INCHES (6 "). ALL DEBRIS EXPOSED
D= PROPOSED ON CENTER
LAND S CAIL?"E
FROM EXCAVATION AND CULTIVATION SHALL BE DISPOSED OF IN ACCORDANCE WITH GENERAL WORK
(O.C.) SPACING
PROCEDURES SECTION ABOVE. THE FOLLOWING SHALL BE TILLED INTO THE TOP FOUR INCHES (4 ") IN TWO
DETAILS
DIRECTIONS (QUANTITIES BASED ON A 1,000 SQUARE FOOT AREA):
SEE LANDSCAPE SCHEDULE
1 A
1.1. 20 POUNDS'GROW POWER OR APPROVED EQUAL
BLUE
FOR FOR REQUIRED SPACING
D D
1.2. 20 POUNDS NITRO -FORM (COURSE) 38 -0 -0 CHIP
E. THE SPREADING OF TOPSOIL SHALL NOT BE CONDUCTED UNDER MUDDY OR FROZEN CONDITIONS.
D
SHEET NUMBER:
14
- - -- -
TYPICAL PERENNIAL
O YOU
AND GROUND COVER SPACING & LAYOUT
IT 13 THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THIS PROJECT
`v
OF 25
WORK SCOPE
FICATI PRIOR NS ORAPPLIABLECOCS,IT13 CONTRACTOR FIND A NOTIFY THE CTENGINEE O RECORD TO
THE SPECIFICATIONS OR APPLICABLE CODES, IT IS THE CONTRACTORS RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD IN
Ill.. -J
.,� -���p� �����/ �� -q���
/L1� I'�JI
\ \�!`I �/1L�1
� \ \�1`I
!\ ' j
y�� ,� ���� ���� y�� I� y �- it -o ���
.`
WRITING PRIOR TO THE START OF CONSTRUCTION. FAILURE BY THE CONTRACTOR TO NOTIFY THE "PROJECT, ENGINEER SHALL CONSTITUTE
ACCFPTANCE OF F II I- RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF THE WORK AS DEFINED BY THE DRAVVING3 A "J❑ IN
III{�•A
\'���fl//1 A IAA
� •
-
A iH c FE - __
NOT TO SCALE
H: \13\V132042 \OWWhGS \PLAN SEES\ FINN. SIE RM\V1320425D1.ONG PMFED BY: CCIXllNS 528.14 0 3:33 RI LAST SAVED BY: M)LUNS
aI `�.
20' AOSA ;MfERLINE
E53,17 D8 2035 P 512
0.1
0.2
0 2
0.3
k0.2
0.5
0.2
0.5
8,11 gT 5 03
NE FA�°G1
N55 °07'34 "W
.
EX. STOP BAR
-'ER_L ,!'_.
IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THIS PROJECT
WORK SCOPE PRIOR TO THE INI I AT ION OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIVE TO
THE SPECIFICATIONS OR APPLICABLE CODES, IT IS THE CONTRACTORS 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
Ar-.CEPTANCE nF FIJI I RFSPnNFIRILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF THE WORK AS DEFINE BY THE DRAWINGS AND IN
H. \13\VI32I142 \WAANGS\PLM SLTS\FNAL SITE PUN\V13M2LT1.DNG PwrE0 8Y: Imim 518.14 0 3•.34 PM LAST SAID ar: 8YAU6fli
s
_ - _ - '.
0. 0.0
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O.0 rd,
k . n n.
CALCULATION SUMMARY
LABEL
UNITS
AVG
MAX
MIN
AVG /MIN
MAX /MIN
PTSPCLR
PTSPCTB
OVERALL SUMMARY
FC
4.23
14.9
0.1
42.30
149.00
10
10
LUMINAIRE SCHEDULE
WLS10211 PANTOPS - ROLKIN ROAD ALBEMARLE COUNTY, VA PM: CINDI PLEASE CALLUS FOR PRICING AT 1- 800 - 633 -8711
SYMBOL
QTY
LABEL
LUMENS
LLF
DESCRIPTION
n
3
B
34000
1.000
WLS - FVM -FP- 320 - PSMH -FG -GS 20' MOUNTING HEIGHT
C]
4
C
34000
1.000
WLS - FVM -FP- 320 - PSMH -FG -GS 20' MOUNTING HEIGHT
p
4
D
1000
1.000
R920 70GLCL 9' MOUNTING HEIGHT
p
7
E
13000
1.000
WLS- WME -S -FP- 150- CMH -FG 15' -4" MOUNTING HEIGHT
m
19
F
3600
1.000
LUMINIS- NAUTILUX- 610- 26W -CFL 10' MOUNTING HEIGHT
NOTE:
( 1. EACH OUTDOOR LUMINAIRE EQUIPPED WITH A LAMP THAT EMITS 3,000 OR MORE INITIAL LUMENS SHALL BE A FULL CUTOFF
LUMINAIRE AND SHALL BE ARRANGED OR SHIELDED TO REFLECT LIGHT AWAY FROM ADJOINING RESIDENTIAL DISTRICTS AND
AWAY FROM ADJACENT ROADS. THE SPILLOVER OF LIGHTING FROM LUMINAIRES ONTO PUBLIC ROADS AND PROPERTY IN
RESIDENTIAL OR RURAL AREAS ZONING DISTRICTS SHALL NOT EXCEED ONE -HALF FOOT - CANDLE.
2. THE PHOTOMETRIC DESIGN HAS BEEN PREPARED AND PROVIDED BY WLS LIGHTING. PLAN TITLED "PANTOPS - ROLKIN ROAD
ALBEMARLE COUNTY, VA," WLS PROJECT NUMBER WLS- 10211, DATED 10/23/13, REVISED 5/13/14.
3. A LIGHT LOSS FACTOR OF 1.0 WAS UTILIZED FOR THE DESIGN.
4. ALL LIGHT POLES AND FIXTURES SHALL BE BLACK.
5. MOUNTING HEIGHT OF 20' INCLUDES BASE OF LIGHT POLES.
----__ -- --ate_
kn n
d
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d
EX CA LINE
20 10 5 0 20
1 "= 20'
.0
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REVISIONS
REV
DATE
COMMENT
BY
1
4116/14
PER COUNTY
COMMENTS
DRH
DATE:
4116/14
SCALE:
1 " =20'
CAD I. D.:
LT1
THE FOLLOWING STATES REQUIRE NOTIFICATION BY
EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING TO
DISTURB THE EARTH'S SURFACE ANYWHERE IN THE STATE,
IN VIRGINIA, MARYLAND, THE DISTRICT OF COLUMBIA, AND
DELAWARE CALL - 811
(WV 1- 800 - 245- 4848) (PA 1- 800 - 242- 1776) (DC 1- 800 - 257 -7777)
(VA 1- 800 - 552- 7001) (MID 1 -800- 257- 7777) (DE 1- 800 -282 -8555)
APPROVED FOR
CONSTRUCTION
PROJECT No.: V132042
DRAWN BY:
RTY
CHECKED BY:
DRH
DATE:
4116/14
SCALE:
1 " =20'
CAD I. D.:
LT1
PROJECT:
FINAL
SITE PLAN
FOR
'ROL �p �II.�I` IDNOAD
IDNETAIL CENTE�
LOCATION OF SITE
ROLKIN ROAD & ABBEY ROAD
TAX MAP 78 -75A
CHARLOTTESVILLE, VA 22911
RIVANNA MAGISTERIAL
DISTRICT
ALBEMARLE COUNTY
BOHLER
E N G I N E E R I N G
28 BLACKWELL PARK LANE, SUITE 201
WARRENTON, VIRGINIA 20186
Phone: (540) 349 -4500
Fax: (540) 349 -0321
www.BohlerEngineering.com
LA
•
:v DANIEL R. HINES �>
Lic. No. 043176 �,�,�
C 4/16/14 ��'
s`r�4NAL.
SHEET TITLE:
LIGHTING
PLAN
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, .1 I I, 1. I �, W.� - � ..: �� 11 iiounting eig to, 30,feet'Re field ro a e; Ii - Automotive RE TONS
I - , I" 11 i : . .11,111, I I I ... : ..,. � - AF HPS� HighPiressure
- "
. � . - - -- � - ; I 11; I . ., I., I .11,11, .11, .1. - I I F�� 1, A 3 C I distribution patterns Without fixture niovenierit. . - I Forward : II I Sodium 1 Sniping
I .....,........�. I � , I . � I .11 % � - I (notavailablQ PC � Photo Cell
I 11.11, �.:. � i, 6�3-T Ri D 6�10 F.P NP a, n 0 tvpi� 11 I " Atittli 2,i-!M154qrni).. !2-:V4,v24hl I , 'throw . ..'' I
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I I I I I I I., . ,:, ;� I'd ''" - , , , -, , RNTT Pole Tlq�, '2H5/TJW3mrl .1244."ONmiril ,21-15/1FxT557mm) I... .. - I A . I- Auto otive 1.11 ...... .. ''Ill., ... 11 I I .. .......... I ... I'll ... 1. � � - � NO - NoOptiol
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1. I . - � . � II 1, F 15491111M) :�-ir�, !�(4iclrwi LIGHTSOURGES.. D.6sione Ao�op Tutsc-StIrtM t I Wdilide;,Natural White, NW
I P I I ;. t 12-, - - .1 �'0f, ..�. . �1/6,..... 1 1. . .. 1. eratewlth , . . I . . PER COUNTY
mpeldiirit� 2 I- sfa . . : : I
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. � � � � � � ..., I'll I 154qm- , ,1-1 P11.1 Supeir Metal Halide, Met I Halide, Metal Holide F4d.l -- q r, I g IT P r 6s � e 5. o' d I, U 6 i;: eflector. 515W COMMENTS
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. I i. Z : . �::. � , , , , . ' '' 11, � , . I I - .. ��.� - .- SOCKETS . Porcelain niogul-bi 01-ts with Sf)[Ing-r.,e,iiif.6f,�e,cj,:(Q_nLacts. 1� �, --- -, �, . -� - - -�- -- -,-�
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. P., u. .. I I 11 : 11 . ... . I . � . 1 � I , , ..3,. IFV 5 1000 MH FIG
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� : � � I - �� I 11 1. I � . �.. . . - � � ''I I I I �. I 11 I .1 .. .
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� �! '1'. �'7 - .': �1 . I . I �'. I - I.. , - � . , ., 11 " .� *48 , 01 Sodium feat a hig i ,. erfactor OVA ball, � d a desi
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t .- . f 100:�hi cial I � , -�
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1 ,k! I ,i , C. ..: Q :,:. ,. ... 11 I , , ., , .. 11 ,� � , J6 ... Jo� 1 m . � .. . 11.4 . BRACUTS-Arril Mounti:5,.1/2�'X2,'1/�2.'xi2��,!I!.P,ii�jtli.sl:iil)l?ii,�l�kziijdard,(Analbta4���L WLS
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� ��..A :A I 1: I . . 4% t,N[261 , 9.0 11.4 is,avaiable,for-single or D 180-configurotionsi but n)tl.�f,.b!c�:qf(t(�rpd,:s�,par,4tely from.0rition,s ... I ... 111.1 I I ... .11, ... I., I .1 ... .. 1.11 .... I.. � � . .11 .. �. .. I
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� 99 , � I I .1 . - I . .. . , 1-1-1.1.11- linacc,jr,J�incewi�htbe2QU7Ene(gylnclepeiiclaic .An Sec
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, :09Q� -11 13 9 � 1 15.2 rin of the ordering chart.). A Round.Pole,Pl.ate (RPP) i q i. .f I., g , 11 11 I I I I I I I 1 1919991w, 9 11-91, no longer Il avalable in Probe Stai t Metal Halide with Wattages from � I 50 waits through
- I - ,ai aic ,, i , . . . - . .� .. . .. . ... 9 .9.9 . I 1. I . I 1. 99,9,
I , - ; "..", �� I I ..... . 11 . . 19 ..;� t.. �, I I . I 1 9. 9 I I I . rdeling poleito . I . . untirqa 16 top adaptor must be ordered.
I -� . 'Optionsin unrimaire0rdefiri I f6 atio .) � ,p fixtures for tel � 9 9 . 11 500 watts for new installations. N'Placement pans for exisitng fixtures are still available.
. � 1�,�,q�., ri- � � :.'1:1 ,.:'I�� - : � - � , - 4 K,V p )IJ I �e � j--a 1 9 1 . . I I
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9 - 9 1 .. � . . ; 9... , - -Soc� � , ,. . 1 9 9 ...... I -iilable.l�il()DOV'iattPSMF.t.�toltacj-�niustt)espKifi I7,IM1,277Vor317V.
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., 1, d � -Is - Pole Top s'Cast aluriiinun) Mounting hub.conceals, the wiring comp, nt. and niouinting
. .Nae:.1W.w�SideSH41da �Ji.t,�fi�tvr.eEFA..C�)(99.0[.t,fa.,.�t.Qlty�� -
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I RA LLASTS� -I Ele" i 'I ' ' " i ' � -- fi' i i,40d - 176t'liii d.pfe�X�ir4ed.kith... , - 1 9.. 1 . 9 9 ..9. .. . .9. . .9 � I -�-�� !�-�.,.,.,.,.,.,�L� t � � I . I I . . �� - -1 I - - -
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, � i.. cti c6r:6p6n!Ws'ar.0R,l -,�--rno Uri in, n.. 11 . . 9.. .. 1. � I � 9 dhigh- rength dlewfive stlil bolt wiI orflnsepq� tAultiTal5ispre-vvii.edfriehi�hestvultage, AlteThatev,)Itages�vill.�i-'(Iuirf��fi6ld whing. ' �, � � I 1 55 - la .1 ck - -
, . POLE TOPMOUNT BOUGNAP.00 T 'r9efi Ires,99an st
I , , ' .. Z. - � 19- � I 1. I � I 1; 45 - LightGold Metallic:
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9 9 9 . J gra 1 11 I ".. , . 9, .9 9 1 . � ..
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,�J,t- ,P,k- 6 , 1. t 9 ,:F � .�5 �; - .: .!:ll , , 9 5- Tri-Tap is shipped standard for Canadian applications. TH-Tap consiNts of 1-2OV, 277)1, and 34 7V. 20�-Cliarcoal Metallic 50 -wkite I I
. . - 1. : lt�:: � ; - . 1. -1, . t ., . 1 , . - � �. 1 9 .. � � -9, � " . � �, , .. 99 .- 1 and spi it.lock washer f ord puble1ockli I
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t I' tU0t1j 171-121 ��'ik'lti�igc�-in,Fff,,.�;,.���i;�.e,i,rriin.at, , , -qn , 11 . 9.1 . . 1 9;9 '.. � I .. 91 1 � .. -An8'biacketcancinlybi�or erecl.withsiQglQa)dD]M'cQjifigLirptions.
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FVRPT/FVMPT FP HSS.- House Side Shield (59ml . (225inryi) 5-318, 9 THE FOLLOWING STATES REQUIRE NOTIFICATION BY
I � FVI FA/AFT HSS - House Side Shield - � 1 9 . 037mm) EXCAVATORS. DESIGNERS, OR ANY PERSON PREPARING TO
9 . . � . . .. .. I . TYPE 11 T�PNJI AND.FQRWARDTHFOt`� (FA/FP/4FT) i INTERNAl- DISTURB THE EARTH'S SURFACE ANYWHERE IN THE STATE.
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Throw 100W CMH L� CerarnicMQi1al . 24QV I �.drey P I M . A - Pole IviolumAdapWirf0fusewith square . WLS-SNTS-18-4-11 DN.901 -1)-Ouble ST M -,Square pole, tenon iriount, BI Puff 069P -DUrdGi PIL15 ,ER2 -,WPatherproQf`DupIQx
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Throw v9w F I luoreseent 5i . ngle I Lens Electronic 511vir DIM, , CFL Control Voltage Dinirillhig balla-sO - ANCHOR BOLTS - Poles are.,furnished with anchor bolts featuring zinc-plmed double nu . ts WLS-SNTS-22-5-11 PT _ Pole Top 4VD - Vibration Damper -
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Throw . 4i (25.0,320) 240,V EQZ -TwoEnwirgency Qual separate I �QV GRO UND L UG - Ground lug is standard, NA - No Accessories DISTRICT
PSMFIR -Pulse Start L 277V cii'll HID only),' I � � . I . 11
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Metal Halkile 341V 00 CR Baftery,Back�up�� DU PLEX RECEPTACLE - Weatherproof duplex receptacle is . optional. --------------- �-,- ,-- -------- 1 9 9 L. .. . I � ALBEMARLE COUNTY
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Scidlum (250, -100) EM1LL _ one L Ernerq ' t ' � ' I I L 2V CLI cult P(Qvkl , on -less GROUND FAULT CIRCUIT INTERRUPTER - Ground fault circuit Interrupter. 9 . I L F' -11
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42W (57,70) L FPC -Flat Clear -277V.50 / 6OHz) � - -`.-,L`1, N � ......
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57W CFL2 . corl Polyuitbol 3474 SF � Single Fi mei allic silver, and
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OPL3 - Compact. PSM - Pulycarbol Shield (or . Wi ... in , ner coating is a thermal plastic hydro carbon resin applied to the inside ofthe _ Pole to seal I � � E79 -.10
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-�/ ,-� '11-1-1/ -� -----,-----, ----- -:5elect luminaire from Luminaire Ordering Information. X:� . I . ... . .. I . ,
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W ME-M , 3 400 M . H FG 120V BRZ NO / NA -�5elect briack6t: configurati WLS-$NTS-1474�1 I 14� 4 11 :1 07118" K 3/4�� 8' - i V 34' X 30" '105 , I 6.7 'I 2.2 9.0 1 99 9
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L - Refer to lunnihaire EPA chart to determine EPA value. L * .. 1. 1. ... LL L. 8'?L: _J I q DANIEL R. HINES
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I . I Foundation � I le . CtL . ..... 9 . 1. - . .. . ... . .. 1. LL � . WLS-SI 6�5-1 11 16' 5" 1 0_1 /8" L XL 3/4" 9" - 1 Ill 9 390" 1.44 25�10 18.5 1.3.8
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. 1 9 L . ... . . , . I I L 45- LightGold Metallic -SNTS7,22-5-1 I -1 . -. 1, It, JL� �� .8.9 5.5 - -
2 - Forlinteinational voltaqq�, consult fatitoiy. .. . I.. WLS �2, 1 5 ' L , 9. 9 . 10 ' /8" X 3/4" 99"9. 1 3/4" X 30" - IlJs . N4. -- '- -#1
3, - 3.47.V.(1FL is hot avallable.with dimming ballast (DIM) option, Consult fadtorYfulir battery back-op (Bi option. 20-Charcoal Metallic - Li 6_Q�, 1. . 1 9 - 9
1 ",a WLS-SNT$724-4-1 1 24' 4- X 3/W' W -I I �i V4' X 30" '180, 4.0. . L.I. 5 - L L L..
L r sinCirderinginformation) 94- Blue Metallic SL . . ....... - ... 9 91 1 - ... 1 . ill � L L L. L.. 1. 9 1 1 . I - r '11
4 - Tamper-p roof Sc rewch liver must be ordero,s�eparately. (Se�, Accesso le . . I wL SNTS-24-5-1 I ....... . 9 9. 24 ...... 9 5- �tb�1/8'9'9X 3/4'L' 9' - 3/4" X �w 21 6 105 6.2 �.l HEET TITLE:
I . .1 -
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L5 -CFL plimming.cointrol 9 by at I hers. 59- DarkGreen // I . I I . ., . I L. L.. 9 1 S
9 9 L . I
6-i larnp.watt . ages, 50 and 70 are supplied with a 50 watt,: 1 20V quaii lainp. HIDIanipwati , s L too throUg h 250 are Supplied with a 100 watt,. 120V I . . L . WLS-SNTS426-S�l I 1 .26' 5" 1 0-1/8" L K3/4" I 91 - 1 1 " . , 3/4"X30"L ..,.234.9 L 7 6: 9. 1 3.8 9 , 1.0
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cluanz. la m p, i I I D la m p.wa rtaje, I 00 I s S L1IJ Plied, VA It I I d �.50 Watt, 12OV.cl ua nz lan) p. . . 21 - Tomato Red P901 Top single Flood I . ..... 1 1
. 7 9 9 1 9 . I .. . 11 L L, Square e Pole
- Available orfloo 1z - 111)(1watt L 55 - Black . , Preparation
wattminimurn HID IIALlies. HID larrip w,)ttages�iob through] 75 are supplied with two 56 wait, 12OV.c uat larrips.25CIaindl
9 9 L .111" 1 .99911,11 . . . I L 9 .1 9 . L I
HID fixtUlps ate supplied with two 100 Watt, I 20VqUartz lamps. 5i White EPA INFORMATION:
8 -Battery Back-up availa le on single, double and trip le, l�Oor277valtacjE!sp��cificUiii.tsfdrU,S.bpplicatioti:;, Pte4se(:Ii,�iigeLiriL.VoltagLL6fUE,to]200r 51 - Daii All WLS Lighting Systen&poles are , guaranteed td, meet the EPA requirements listed. VVLS Lighting Systems is not respon�jbleff.;
,b I - � _I pole orderhas a lower EPA rating than the
I
L , .. ,.
�77 ' when ordering this option., On dQubIQ and triple units,, one lamp will be eni by Battery Back-up �11313) option. Consult far, toi y for >pecific Means 700 -Aztec Silver Metallicl m # Indicated . v I vii. . loadirr gLZo.he where 9 the 0ole'SLIocated. . LIGHTING
- L L . L I . L ... I I .1
of Egress job application compliance. CAUTIQLN; . .
9 - Utilizes GY6.35 s I ocket(s). 12voltsep,)ratE!clrcult(s)re�jultecf. I .. I . L
I I This guarantee does not apply ifthe pole/bracket/fixture combination Is used to support. any other 1tLms such.as flags, pennants,:bir signs, vihich would add stress to the pole. DETAILS
I ...... 19. .L L .11 L. 11 ......... 9 . ..... I ........ 99 1 .1.1 9 9 LLLLL. 1 L 1.19 L 9 1 9
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I In accyidancowith the,2007 Energy Independpince,and Security Act (EiSA),fixtureswilf no longer, beavaiable,in ProbeStani Halidewill wattages, WI-SLIghtingSyste scann t accept responsWility for han-wor darnage caused In theseLsituations.
. M ' "o ... .1. I 11 . L
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from 156wattsthrough 500 wafts for new Installal Replacement Paris fo�rexisitng III arestill available. Approved L By' Project Name: I I I . A 9 9
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Approved By- - Project Name: 'L Location: . .9 9 .. .9 . L L 1 9 - Date' , L 9
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.. L P.i Box 100519 a FortWbrth,TX 7618S A 800.633.8711 1 Fax,.8.17.735.4824 4 WWW-WIAg 0 P - Date: I I LILCHIIH6 SPSTEMS
Location: 'L S L 91 6 HAS SYSIEMS .. 1. hting.com C nsider the Irn actf Location: - . WLLS 9 9
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i i--, 1*1l 1 91 9 WindLSQ r a 'a. C9e i Fo rt Worth, T.X1761 I 0 m 800.633.8711 2 Fax: 81 73 35.4824 i wWwmlslighting.corn .. . ... 9 1 1 .1 . ac ,TX L I E
- � 2 - ' ; . . .1 . . . 9 . . L . I , , L . . Sipeciflcat I ions -ui to change without notice. 01 Rev. 8/09 P,O. Box 1 OOS 1 9 a Fort WoL i 7618S t 8Qi 3 3,871 1 9 Fax-, 817.735.4824 1 www.wisli�hting,.com Consider theimpaci 1, OF 25
- '
IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THIS PROJECT 01 RevA Ill I 9 .1 L� . . , L Q1 i .)
WORK SCOPE PRIOR TO THE INII IATION OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIVE To I
THE SPECIFICATIONS OR APPLICABLE CODES, IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD IN . ..
WRITING PRIOR TO T E START OF CONSTRUCTION. FAILURE BY THE CONTRACTOR TO NOTIFY I HE PROJECT ENGINEER SHALL CONSTITUTE
ACCIPPTANCE nF FHI I HRIPIPnINSIRIA-ITY RY THE CONTRACTOR TO COMPLETE THE SCOPE OF THE WORK AS Di RY THE DRAWINIGS.Ai � V C )
L Fi ii 1 -:��`.rl I _NO� VJITH i CIC'M i 11 ATIU.'S NNU C`�'-� ..4 -A
H.,\IS\VI.W2\""\pLMMS\RKgffR*VIMUWI.MMMW-.MUNS 5MI40.1.34i LkSTSAVEDEIY-.l
R920 E1 INC70 100GLCL 55
4 1/4" 0 ,
271114°
0 101, /
all
06 1t8 ":
.;_. .E..l. _Scala: 1141'•..
Height: 7" Width: 29'
Product Description
20" Radial Shade- The Classic, Radial Wave Shade Series has Effective Light
Distribution as well as Eye - pleasing Aesthetics. Constructed from 1100 Aluminum
Alloy and Offered in Wiide.Array of Powder Coated Color Finishes. UL Wet Listed
when installed on a Stern or Arm.
Paint-
Standard
. Powder Coating Process A. polyester powder coat is used for superior
gloss and.color retention. State of the :art 20 PSI pressure powerwash at 144'
incorporates five step iron phosphate process With sealer and.,Dl water to Cleanse•
and pretreat the metal surface for maximum paint adhesion. Electrostatically
applied ranging from texture to smooth glossy, . polyester powder topcoat and
baked at 430' for maximum hardness and exterior durability.
Shades, Arms, Post and Wall Mounts and Accessories:
White paint standard inside all painted fixtures. Screw hardware may not match
finish, but are made of stainless steel – see color selections. ANP will do tts best
to match your custom color. Consult'_ Factory for prices; Steel shades.available,
consult Factory. Fixtures, arms and post mount are U..L. wet listed when installed
according to manufacturer=s instructions- Design and construction may change at
Factory's discretion When ordering IRaw Copper finish ar Brass, pt6ese note that
some accessorieslcomponents – such as finials, decorative balls and spacer
tubes are painted Copper or Brass and are not raw Copper or raw Brass. Cast;
back plates Included are solid copper. All hubs are painted Copper. Some
accessories may extend below fixture line or be out of proportion. When using a,
combination of accessories,: contact factor for compatibility.:
Marine Grade Paint
For objects,exposedto extreme conditions as is found in coastal
regions or Ind ustnal atmospheres we offer, at an additional charge, a
highly weather and UV resistant powder coating that withstands up
to 3000 hours of continuous salt spray and comes with a 5 year
warranty:
Consult Factory for additional paint cost and availability.
RLM Aluminum Specifications:
RLM mounts Aluminum manufactured using schedule 4.0 12" or 34' IPSI RLM
shades: 1100 aluminum alloy, typically .08 - .125 thickness..
IT iS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THIS PROJECT
WORK SCOPE PRIOR TO THE INI I IATiON OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIVE TO
THE SPECIFICATIONS OR APPLICABLE CODES, IT IS THE CONTRACTOR'. RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD IN
WRITING PRIOR TO THE START OF CONSTRUCTION. FAILURE BY THE CONTRACTOR TO NOTIFY I HE PROJECT ENGINEER SHALL CONSTITUTE
ACCEPTANCE OF FU L! I RFSpnNSIRILITY RV THE CONTRACTOR TO COMPLETE THE SCOPE OF THE WORK As DFFINFD BY THE nRAW NG3 AND IN
H. \13\VIM42 \W M W;S \PLW SEIS\Mk SITE RM\V132042LT1.OM0 PWO BY: OCOLIINS 518.14 0 1-34 PIA LAST SAVM Elf. RYMI(a
;J
HID Ballast
Maximum. Ballast to lamp distance
50w - 5'70w 15' 100w- 20' 150w -10'
115w only limited by size of conductor between the ballast and the lamp: Tq
increase ballast. to lamp distance long range igniter is available;
The desired voltage must be: specified
If required voltage cannot be determined, only the 277 volt line.wit be drawn
to prevent damage to ballast
250 Watt HID ballasts supplied as multi. tap and with mogul socket
484 volt b. allasts, where available, will have. an additional up charge (480
volts requires a separate ballast, it is not included in a multi -tap setup)
• All HID. ballasts will be HPF (High Power Factor) except as noted'.
• Multi -tap 120 volts and 277 volts provided
Dimming Ballast available
•: Emergency Back -up Ballast available'
Fluorescent Ballast
• MUltirtap 120 volts and 277 volts provided
Minimum Starting temperature -16�C
Long range ignitors available Fluorescent
• ULLiSted and CSA Certified
Fluorescent dimming Ballast available.
High lumen Round LED Module =120 -277 Voltage
7ypk�l test taMP 25G
LUMINIS
NAUTILUX
All exposed cast aluminum components are made of non corrosive
pure aluminum copper free (Aluminum is less than .1% copper
content. #356 alloy.)
Finish: All polyester powder baked coatings preceded with
a 5 baths preparation process. Meets military grade
MIL- C781706 with a 2000 hours salt spray test.
Pulse rated medium base porcelain socket.
75W /600V thermoplastic compact fluorescent socket.
One -piece molded silicone gasket with memory retention.
High power factor CWA ballast. Or 98 06 P.F.electronic smart
ballast with end of life detection for compact fluorescent.
All stainless steel hardware.
All Moving and removable parts are sealed with a
memory retention silicone gasket.
1- One piece cast aluminum luminaire housing
2- Semi- specular aluminum reflector.
3- White translucent acrylic diffuser.
4- NT610: One piece cast aluminum cross blades guard.
NT615: Open cast aluminum lens frame.
UL. Wet Location. Max. Max. weight: 7 lbs. Installation: Mounts over a standard
4" octagonal electrical box with 3 1/2' c/o mountinq holes.
❑ NT610
❑ NT615
r �
❑ F118
❑ F126
❑ F132
❑ F218
El F226
INC. (T10)
120 V Standard factory
prewired
(If no voltage is specified)
Smart ballast 120277
❑ 347 V (To specify)
Separate updated technical
specification sheets with related
models and light sources with
I.E.S formatted photometry are
available on
www.luminio.com.
(Refer to color chart)
Standard selection
❑ WHT:Snow white
❑ BKT. Jet black
❑ BZT: Bronze
❑ GRT: Titanium gray
❑ DGT: Gun metal
❑ CHT. Champagne
❑ MST: Matte silver
❑ GNT: Forest green
Optional colors
❑ CS: Custom color
❑ RAL: RAL# color
For options details and specifications,
please refer to 11 72
Accessories
❑ SW K: Surface mount
connection box.
❑ Cl: Surface ceiling
mounting kit.
Max. 40W
L-4 (Lamps by others) L-i L--i L—i
Luminaires may be altered for design improvements or discontinued without prior notice.
LUMINIS USA - 3555 NW 53rd Court Fort Lauderdale FL.33309 Tel: 954 .717 .4155 Fax: 954 . 717.4157 Web: www.luminis.com
LUMINIS [ Canada] - 87 C Brunswick D.D.O. Q.C. Canada 11913 2,15 Toll free: 888.401 .6999 Sept. 2006 Rev. Feb.2007
-,age C
V_ T_
LUMINIS
NAUTILUX
General notes:
Please specify selected option as a suffix to the specified model number. ex:NT100- M100- WHT -PC1
Each model is provided with a listing of compatible options.Some options may not be compatible
when used in the same luminaire. This information is indicated when it is applicable.
Square lens 'Diff user.
Surface connection box
White translucent round
diffuser.
Alternate regressed
reflector.
Quartz lamps restrike Ceiling surface mounting
Option: QRS
Quart Option: C z restrike p
standby lamp kit
I max.100w DC
bayonet type
In line fuse
Option: FS
3 Amps. in line protection fuse,
factory installed with the pole Ceiling surface mount conversion kit.
or inside fixture when pole is Maximum wattage 2x32w compact
not required, fluorescent. (factory installed.)
Light photo sensor Emergency line quartz lamp
Option: PH1 -1: Option: QS
PH2 -' P77V
Photo electric sensor, Quartz lamp socket for
factory installed with the pole separate emergency
or inside fixture when pole is line. Max.100w DC
Inot required. i bayonet type
Emergency battery back -up EM42 wiring EM42S wiring Note:
EM42 /EM42S HOT BLK EM42 option is supplied
WHT— AC ballast with integral test switch and
One lamp: pilot light.
26w: 450 Lmns.. EM Ballast wiring EM42S is supplied with
32w: 575 Lmns. diagram for 120V WHT EM additional wiring for
42w: 750 Lmns. factory connection. x v' ballast external remotely installed
Time: 90 Mnts - 1201277V /T 0° C test switch and pilot light.
COM orange /27 (Factory wired) I Please refer to luminaire
—orange/277V
For 57w & 70vu: (Cap unused lead.) ! specification sheet option
........................ ..........................._... .... .............._..._ ........ ... , listing.
(Remote installation only) Consult factory
Single pole test switch (Breaking the connection)
Luminaires may be altered for design improvements or discontinued without prior notice.
LUMINIS [ USA ] - 3555 NW 53rd Court, Fort Lauderdale, FL.33309 Tel: 954 .717 .4155 Fax: 954 . 717.4157 Web: www.luminis.com
LUMINIS [ Canada ] - 87 C Brunswick D.D.O. Q.C. Canada H9B 2J5 Toll free: 888 .401 .6999 Sept. 2006 Rev. Feb.2008
Page 7
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4/16/14
PER COUNTY
COMMENTS
DRH
DATE:
4116/14
SCALE:
111=20'
CAD 1. D.:
LT1
THE FOLLOWING STATES REQUIRE NOTIFICATION BY
EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING TO
DISTURB THE EARTH'S SURFACE ANYWHERE IN THE STATE.
IN VIRGINIA, MARYLAND, THE DISTRICT OF COLUMBIA, AND
DELAWARE CALL - 811
(WV 1- 800 - 245- 4848) (PA 1- 800 - 242- 1776) (DC 1- 800 - 257 -7777)
(VA 1 -800- 552- 7001) (MD 1-800-257-7T77) (DE 1 -800- 282 -8555)
APPROVED FOR
CONSTRUCTION
PROJECT No.: V132042
DRAWN BY:
RTY
CHECKED BY:
DRH
DATE:
4116/14
SCALE:
111=20'
CAD 1. D.:
LT1
PROJECT:
FINAL
SITE PLAN
�p FOR
JLOO�L \�IN IRUC)A
DETAIL CENTEIR
LOC TIOIN OF SITEi
ROLKIN ROAD & ABBEY ROAD
TAX MAP 78 -75A
CHARLOTTESVILLE, VA 22911
RIVANNA MAGISTERIAL
DISTRICT
ALBEMARLE COUNTY
c lu
28 BLACKWELL PARK LANE, SUITE 201
WARRENTON, VIRGINIA 20186
Phone: (540) 349 -4500
Fax: (540) 349 -0321
www.BohlerEngineering.com
LTH p
V DANIEL R. HINES
.Q Lic. No. 043176
'0 4/16/14 4
�1A
SHEET TITLE:
LIGHTING
DETAILS
SHEET NUMBER:
166
OF 25
H. \13\V132042 \WAMHGS\PLM SEFS \FLAIL SITE RM1\V132042SS1.GMG PPoHLFD EM CM NS 5.28.14 0 3•.35 PY L45T SAVED BY. J SWAPGG
3,000 P.S.I CONCR
ASPHALT OR
CONCRETE AS
DETERMINED BY
TRAFFIC SURFACE
JJJJJJJ
JJJJJJJJJ
JJJ.' ' ' JJJJ
ao JJJ JJJ
JJJ JJJ
JJJ- JJJJ
JJJJJJJJ
JJJJJJJ
JJJJ
18" SQUARE CONCRETE
ENCASEMENT
(3000 P.S.I CONCRETE)
4" SEWER CLEANOUT CAPS
SAND CUSHION �=
�!
u
3000 P.S.I. CONCRETE
6" PVC ENCASEMENT PIPE
TRAFFIC DATED CLEANOUT DETAIL
NOT TO SCALE
TEST PIT (TO BE HAND DUG
ADJUSTMENT T
TRAFFIC RATED CLEANOUT COVER FINISHED GRADE
DATE
2" ASPHALT OR CONCRETE
BY
FINISHED GRADE
OF CONFLICTS (3' MIN.,
PER COUNTY
COMMENTS
DRH
EACH SIDE, CHECK
•sl
� ti
•�'•':J;i�:4 ...
UTILITY CONFLICT
1.5' MIN. CLEARANCE
- -- -
4" SEWER CLEANOUT CAPS
SAND CUSHION �=
�!
u
3000 P.S.I. CONCRETE
6" PVC ENCASEMENT PIPE
TRAFFIC DATED CLEANOUT DETAIL
NOT TO SCALE
TEST PIT (TO BE HAND DUG
ADJUSTMENT T
REV
DATE
EXTEND BEYOND LIMITS
BY
FINISHED GRADE
OF CONFLICTS (3' MIN.,
PER COUNTY
COMMENTS
DRH
EACH SIDE, CHECK
LOCAL STANDARDS).
UTILITY CONFLICT
1.5' MIN. CLEARANCE
- -- -
EX MAIN
- - - - -- - ------ - - - - --
- - - -- -- - - - - -- - - - - - -- - - - -- -- - - - - -- - - - - - -- -
SEE NOTE 4
WATERLINE
ADJUSTMENT WATERLINE
USING FITTINGS— ADJUSTMENT
(VERTICAL USING DEFLECTION
BENDS) (SEE AT PIPE JOINTS
NOTE) 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 ADTUSTMENT DETAIL,
NOT TO SCALE
Z
ILL
O �5
:�R0
Ow
Oa
mw
O�
H U
O
ASPHALT SURFACE COURSE (SM 9.5A)
3" ASPHALT BINDER COURSE (IM -19)
r-8" COMPACTED STONE BASE (21 -6)
COMPACTED SUBGRADE
(PER GEOTECHNICAL REPORT)
(PER GEOTECHNICAL REPORT)
NOTE: NOTE.,
1. SECTION SHOWN IS BASED ON AN ANTICIPATED CBR OF 2 PER GEOTECHNICAL 1. SECTION SHOWN IS BASED ON AN ANTICIPATED CBR OF 2 PER GEOTECHNICAL
REPORT PREPARED BY FROEHLING & ROBERTSON, INC., ENTITLED REPORT OF REPORT PREPARED BY FROEHLING & ROBERTSON, INC., ENTITLED REPORT OF
GEOTECHNICAL STUDY, DATED 9/25/13 (PROJECT #71R-0129). FINAL DESIGN TO GEOTECHNICAL STUDY, DATED 9/25/13 (PROJECT #71R-0129). FINAL DESIGN TO
BE PROVIDED ONCE FINAL CBR'S ARE AVAILABLE ON COMPACTED SUB -BASE. BE PROVIDED ONCE FINAL CBR'S ARE AVAILABLE ON COMPACTED SUB -BASE.
HEAVY DUTY ASPHALT PAVEMENT SECTION STANDARD DUTY ASPHALT PAVEMENT SECTION
NOT TO SCALE NOT TO SCALE
00
12"
MSERVED
PARKING
vm
ACCESSIBLE
u
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 POST
4" DIA. SCH. 40 GALVANIZED STEEL PIPE
BOLLARD PAINTED OSHA YELLOW FILLED
WITH CONCRETE
PAINT CONCRETE BLACK AFTER
CURING AT ASPHALT LOCATIONS
4000 PSI CONCRETE
0" COMPACTED STONE BASE
'—COMPACTED SUBGRADE
(PER GEOTECHNICAL REPORT)
NOTE:
1. SECTION SHOWN IS BASED ON AN ANTICIPATED CBR OF 2 PER GEOTECHNICAL
REPORT PREPARED BY FROEHLING & ROBERTSON, INC., ENTITLED REPORT OF
GEOTECHNICAL STUDY, DATED 9/25/13 (PROJECT #71R-0129). FINAL DESIGN TO
BE PROVIDED ONCE FINAL CBR'S ARE AVAILABLE ON COMPACTED SUB -BASE.
HEAVY
CONCRETE FILL TO BE ROUNDED
FOR PROPER RUN OFF
4" DIAMETER STEEL PIPE FILLED
W/ CONCRETE PAINTED TRAFFIC
YELLOW AND EMBEDDED IN
CONCRETE BASE
9
N TOP OF ASPHALT OR
CONCRETE SLAB
=r
3000 P.S.I. CONCRETE(
io I1 =1
ONCRT_'TE SECTION
NOT TO SCALE
0
— III —I i —I f I
III - 111 -III T_�II�II� 11� =III III=111= 11�I�ITI=11( -1T�1 1�1 iT =l��l- ��_�: ' � I_Il =� _�
-1
T_ff 0
NOTE NOTE.
1. SEE SITE PLAN FOR LOCATION(S). 1 -6
ONE AT EACH ADA SPACE. WHERE ADA SPACES FACE EACH OTHER WITHOUT MIN.
WALKWAY, THERE SHALL BE ONE POST WITH SIGNS MOUNTED BOTH SIDES
OLLARD MOUNTED ADA PARKING SIGN DETAIL BOLLARD DETAIL,
NOT TO SCALE
CONCRETE ENCASEMENT REQUIRED WHERE
CLEARANCE BETWEEN SANITARY SEWER PIPE
A AND WATER OR STORM PIPE IS LESS THAN 18"
EX. WATER OR
EITHER ABOVE OR BELOW SANITARY SEWER.
'
STORM PIPE
10' -0" 10' -0"
nN E
SP
THE RESPONSIBILITY - SIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THIS P
ROJ I
(SCOPE PRIOR TO THE INI fATIONOF CONSTRUCTION SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATI\
SPECIFICATIONS OR APPLICABLE CODES, IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECOR
ITING PRIOR TO THE START OF CONSTRUCTION. FAILURE BY THE CONTRACTOR TO NOTIFY THE "PROJECT ENGINEER SHALL CONSTITI
:PTANC'F OF FULL I RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SC OPE OF THE WORK AS DEFINED BY THE DRAWINGS A
e:�t3�vt3za4z�auwNCS�Pw1 ffIS�FlNAL s� PUN�v13zo425o1.aAC PRNtm er: CCOWNS 5.78.14 0 3:35 RJ usr SAVm ar: CWli1N5
z
CLASS "C"
4 A. CONCRETE
° ®.: - _ ENCASEMENT
a 4 o'
' tl SANITARY SE
PIPE ONE LE
20'4" MIN.
EX. WATER C R STORM PIPE
►A SECTION A -A
CONCRETE ENCASEMENT DETAIL,
NOT TO SCALE
PAVEMENT DIMENSION(S)
REFER TO FACE OF CURB
Z -0"
TRUNCATED—' 1:12
DOME PATTERN
NOTE�
1. ADA ACCESSIBLE RAMP CONSTRUCTION SHALL CONFORM TO CURRENT
ADAACCESSIBLE GUIDELINES.
ADA ACCESSIBLE RAMP DETAIL
NOT TO SCALE
NCRETE PAVEMENT SECTION
TACK COAT
(APPLIED AT A RATE
OF 0.2 GALLONS /S.Y.)
PAVEMENT SURFACE
(SEE PAVEMENT DETAIL)
CONCR! TE -TO =ASPHALT DETAIL
NOT TO SCALE
2' MIN. CLEAR ZONE
(TYP., LT. & RT.)
VARIES
2% MAX. CROSS SLOPE
COMPACTED SUBGRADE (PER
GEOTECHNICAL REPORT)
L-4" CLASS A CONCRETE
(3000 R.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
6"
VIEW REFER TO FACE OF CURB
2-0"
1"
. .J`• `, p 1 -1/2 "R
#q•
a •S4. y s?r y• :C.
a•g .4p ....'!: -'4 J. !) � - Jd•r •'.:. a6. J.' s .'t, i•.`A. •':F
SPILL CURB & GUTTER COLLECTOR CURB & G I I ER.
NOTES-,
1. CONCRETE FOR CURBING SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,000 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 & CLUTTER DETAIL)
NOT TO SCALE
TRUNCATED DOME PATTERN—
EDGE OF CURB
'4 . 4 4'
4 '
4 p• •a .. 4- ®.• as 4 •4®
d
4 4 :4
A e. SL•'6PE. a 4 4 SLgP4
4 E a 4 e
L
1 �:1 MAX:, 4 MAX.$ ' • .
4 00000000 000000090 'q u
a _ 00000000 000000000 4. :9a d
A. 4 ® .a. 41 00000000 000000000 4 ®® '4•
' -0"
5
MIN.
NOTE.
ADA ACCESSIBLE RAMP CONSTRUCTION SHALL CONFORM TO CURRENT ADA
ACCESSIBLE GUIDELINES.
ADA ACCESSIBLE RAMP DETAIL
NOT TO SCALE
A-- nnninoc-rc R" rnNAPAt .TF=n STnmF- RA .qF
(PER GEOTECHNICAL REPORT)
NOTE:
1. SECTION SHOWN IS BASED ON AN ANTICIPATED CBR OF 2 PER GEOTECHNICAL
REPORT PREPARED BY FROEHLING & ROBERTSON, INC., ENTITLED REPORT OF
GEOTECHNICAL STUDY, DATED 9/25/13 (PROJECT #71R-0129). FINAL DESIGN TO
BE PROVIDED ONCE FINAL CBR'S ARE AVAILABLE ON COMPACTED SUB -BASE.
STANDARD DUTY (CONCRETE SECTION
NOT TO SCALE
FULL HEIGHT CURB 6' CURB TAPER �1" RADIUS
t-
PAVEMENT SURF
CURB TAPER DETAIL..,
NOT TO SCALE
EX. CONC. I PROP. CONC.
PAVEMENT I PAVEMENT
EPDXY COATED
DOWEL @ 18" O.C.
8 -112"
GROUT EXPANSION JOINT MATERIAL
i,J•.
NOTE.
1. CONTRACTOR TO BLOWOUT DUST FROM DRILLED HOLES PRIOR TO APPLYING
GROUT.
2
O
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U_
J
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REVISIONS
REV
DATE
COMMENT
BY
1
4/16114
PER COUNTY
COMMENTS
DRH
AID
p
r
D
•
A.
t.
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 POST
4" DIA. SCH. 40 GALVANIZED STEEL PIPE
BOLLARD PAINTED OSHA YELLOW FILLED
WITH CONCRETE
PAINT CONCRETE BLACK AFTER
CURING AT ASPHALT LOCATIONS
4000 PSI CONCRETE
0" COMPACTED STONE BASE
'—COMPACTED SUBGRADE
(PER GEOTECHNICAL REPORT)
NOTE:
1. SECTION SHOWN IS BASED ON AN ANTICIPATED CBR OF 2 PER GEOTECHNICAL
REPORT PREPARED BY FROEHLING & ROBERTSON, INC., ENTITLED REPORT OF
GEOTECHNICAL STUDY, DATED 9/25/13 (PROJECT #71R-0129). FINAL DESIGN TO
BE PROVIDED ONCE FINAL CBR'S ARE AVAILABLE ON COMPACTED SUB -BASE.
HEAVY
CONCRETE FILL TO BE ROUNDED
FOR PROPER RUN OFF
4" DIAMETER STEEL PIPE FILLED
W/ CONCRETE PAINTED TRAFFIC
YELLOW AND EMBEDDED IN
CONCRETE BASE
9
N TOP OF ASPHALT OR
CONCRETE SLAB
=r
3000 P.S.I. CONCRETE(
io I1 =1
ONCRT_'TE SECTION
NOT TO SCALE
0
— III —I i —I f I
III - 111 -III T_�II�II� 11� =III III=111= 11�I�ITI=11( -1T�1 1�1 iT =l��l- ��_�: ' � I_Il =� _�
-1
T_ff 0
NOTE NOTE.
1. SEE SITE PLAN FOR LOCATION(S). 1 -6
ONE AT EACH ADA SPACE. WHERE ADA SPACES FACE EACH OTHER WITHOUT MIN.
WALKWAY, THERE SHALL BE ONE POST WITH SIGNS MOUNTED BOTH SIDES
OLLARD MOUNTED ADA PARKING SIGN DETAIL BOLLARD DETAIL,
NOT TO SCALE
CONCRETE ENCASEMENT REQUIRED WHERE
CLEARANCE BETWEEN SANITARY SEWER PIPE
A AND WATER OR STORM PIPE IS LESS THAN 18"
EX. WATER OR
EITHER ABOVE OR BELOW SANITARY SEWER.
'
STORM PIPE
10' -0" 10' -0"
nN E
SP
THE RESPONSIBILITY - SIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THIS P
ROJ I
(SCOPE PRIOR TO THE INI fATIONOF CONSTRUCTION SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATI\
SPECIFICATIONS OR APPLICABLE CODES, IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECOR
ITING PRIOR TO THE START OF CONSTRUCTION. FAILURE BY THE CONTRACTOR TO NOTIFY THE "PROJECT ENGINEER SHALL CONSTITI
:PTANC'F OF FULL I RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SC OPE OF THE WORK AS DEFINED BY THE DRAWINGS A
e:�t3�vt3za4z�auwNCS�Pw1 ffIS�FlNAL s� PUN�v13zo425o1.aAC PRNtm er: CCOWNS 5.78.14 0 3:35 RJ usr SAVm ar: CWli1N5
z
CLASS "C"
4 A. CONCRETE
° ®.: - _ ENCASEMENT
a 4 o'
' tl SANITARY SE
PIPE ONE LE
20'4" MIN.
EX. WATER C R STORM PIPE
►A SECTION A -A
CONCRETE ENCASEMENT DETAIL,
NOT TO SCALE
PAVEMENT DIMENSION(S)
REFER TO FACE OF CURB
Z -0"
TRUNCATED—' 1:12
DOME PATTERN
NOTE�
1. ADA ACCESSIBLE RAMP CONSTRUCTION SHALL CONFORM TO CURRENT
ADAACCESSIBLE GUIDELINES.
ADA ACCESSIBLE RAMP DETAIL
NOT TO SCALE
NCRETE PAVEMENT SECTION
TACK COAT
(APPLIED AT A RATE
OF 0.2 GALLONS /S.Y.)
PAVEMENT SURFACE
(SEE PAVEMENT DETAIL)
CONCR! TE -TO =ASPHALT DETAIL
NOT TO SCALE
2' MIN. CLEAR ZONE
(TYP., LT. & RT.)
VARIES
2% MAX. CROSS SLOPE
COMPACTED SUBGRADE (PER
GEOTECHNICAL REPORT)
L-4" CLASS A CONCRETE
(3000 R.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
6"
VIEW REFER TO FACE OF CURB
2-0"
1"
. .J`• `, p 1 -1/2 "R
#q•
a •S4. y s?r y• :C.
a•g .4p ....'!: -'4 J. !) � - Jd•r •'.:. a6. J.' s .'t, i•.`A. •':F
SPILL CURB & GUTTER COLLECTOR CURB & G I I ER.
NOTES-,
1. CONCRETE FOR CURBING SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,000 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 & CLUTTER DETAIL)
NOT TO SCALE
TRUNCATED DOME PATTERN—
EDGE OF CURB
'4 . 4 4'
4 '
4 p• •a .. 4- ®.• as 4 •4®
d
4 4 :4
A e. SL•'6PE. a 4 4 SLgP4
4 E a 4 e
L
1 �:1 MAX:, 4 MAX.$ ' • .
4 00000000 000000090 'q u
a _ 00000000 000000000 4. :9a d
A. 4 ® .a. 41 00000000 000000000 4 ®® '4•
' -0"
5
MIN.
NOTE.
ADA ACCESSIBLE RAMP CONSTRUCTION SHALL CONFORM TO CURRENT ADA
ACCESSIBLE GUIDELINES.
ADA ACCESSIBLE RAMP DETAIL
NOT TO SCALE
A-- nnninoc-rc R" rnNAPAt .TF=n STnmF- RA .qF
(PER GEOTECHNICAL REPORT)
NOTE:
1. SECTION SHOWN IS BASED ON AN ANTICIPATED CBR OF 2 PER GEOTECHNICAL
REPORT PREPARED BY FROEHLING & ROBERTSON, INC., ENTITLED REPORT OF
GEOTECHNICAL STUDY, DATED 9/25/13 (PROJECT #71R-0129). FINAL DESIGN TO
BE PROVIDED ONCE FINAL CBR'S ARE AVAILABLE ON COMPACTED SUB -BASE.
STANDARD DUTY (CONCRETE SECTION
NOT TO SCALE
FULL HEIGHT CURB 6' CURB TAPER �1" RADIUS
t-
PAVEMENT SURF
CURB TAPER DETAIL..,
NOT TO SCALE
EX. CONC. I PROP. CONC.
PAVEMENT I PAVEMENT
EPDXY COATED
DOWEL @ 18" O.C.
8 -112"
GROUT EXPANSION JOINT MATERIAL
i,J•.
NOTE.
1. CONTRACTOR TO BLOWOUT DUST FROM DRILLED HOLES PRIOR TO APPLYING
GROUT.
2
O
J
U_
J
>�a0 z
�QZ
� ofL
o � 0 w
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W 0 0]I_U Wa- Q �10
ui
w O' O [L
0.4 = Z }
W
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>
zz � es
=iz0� a�
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0 �o
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ILI
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b � Ca
a a�
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REVISIONS
REV
DATE
COMMENT
BY
1
4/16114
PER COUNTY
COMMENTS
DRH
THE FOLLOWING STATES REQUIRE NOTIFICATION BY
EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING TO
DISTURB THE EARTH'S SURFACE ANYWHERE IN THE STATE.
IN VIRGINIA, MARYLAND, THE DISTRICT OF COLUMBIA, AND
DELAWARE CALL -811
(WV 1- 800 - 245- 4848) (PA 1- 800 - 242- 1776) (DC 1- 800 - 257 -7777)
(VA 1- 800 -552 -7001) (MD 1- 800 - 257 -7777) (DE 1- 800 - 282 -8555)
APPROVED FOR
CONSTRUCTION
PROJECT No.: V132042
DRAWN BY: RTY
CHECKED BY: DRH
DATE: 4/16/14
SCALE: AS NOTED
CAD I.D.: SD1
PROJECT:
FINAL
'E PLAN
SITE
FOR �I \�
lNul LKIN ROAD
]RETAIL CEN°T`EIR
LOCA'T'ION OF SITE
ROLKIN ROAD & ABBEY ROAD
TAX MAP 78 -75A
CHARLOTTESVILLE, VA 22911
RIVANNA MAGISTERIAL
DISTRICT
ALBEMARLE COUNTY
28 BLACKWELL PARK LANE, SUITE 201
WARRENTON, VIRGINIA 20186
Phone: (540) 349 -4500
Fax: (540) 349 -0321
CONSTRUCTION
DETAILS
SHEET NUMBER:
18
OF 25
CONCRETE DOWELING DETAIL
NOT TO SCALE
PADS
PRECAST POLYMER CONCRETE PAD FOR 150 -1000 kVA 3 PHASE L.FIDF TRANSFORMER-
PDD135
46 "
" 1127 -13 NC
THREAOE,D SLEEVE
�INSE'RTS
NON —SK10 NOTE (2
SURFACE
21
465" APPROX. 23"
R MALRY SECONDARY
NOTE 3
3 rr 26 rr
s„ Im 4>
ti— -ate "``` BARRIER
BOARD
O.
�« JOINT USE
C&ROUND ROD
LOCATION
INCITE 4
...._._.._.
1 i
NOTES:
1. PAD DESIGNED FOR MAXIMUM TRANSFORMER WEIGHT 10.000 LBS.. (150 KVA -
1000 KVA DEADFRONT TRANSFORMERS AND 150 KVA -1000 KVA LIVEFRONT
TRANSFORMERS BUILT SINCE 1977.)
2. SLEEVE INSERTS FOR USE WITH STANDARD 112" BOLT.
3.SURFACE EDGES OF PAD TO BE ROUNDED.
4. WHERE INSTALLED WITH JOINT USE CABLES. INSTALL GROUND FOR
JOINT USER, AS SHOWN IN GROUNDING SECTION.
S.GROUT INSIDE OF CABINET AROUND BASE TO MAKE IT TAMPER PROOF.
6. ANY DISTURBED EARTH DR FILL SHALL BE COMPACTED PRIOR TO INSTALLING PAD.
7. DEADFRONT— CONDUIT IS INSTALLED TO ALLOW GABLE SLACK TO REMOVE ELBOWS.
�I
IF CABLE IS DIRECT BURIED USE SIX `t" CONDUITS IN POSITIONS 1.2.3.4.5 & G.
IF CABLE IS IN DUCTBANK USE TWO 6" OR 8" CONDUITS AT POSITION 2 & 5,
8. LIVEFRONT— INSTALL SIX 40 CONDUITS IN POSITIONS 1.7..8.9_.10 & 6 FOR DIRECT
BURIED CABLE., FOR DUCT BANKS INSTALL TWO Ea" OR 8" CONDUITS IN POSITIONS
7 & 10.
9. A MAXIMUM OF 163 FOUR INCH SECONDARY CONDUITS MAY BE INSTALLED IN THIS PAD.
0"w1NG FILL HOC$
t
Electric Distribution Page" 31
Underground Construction Manual Q Jurie 2004 Dominion
iS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THIS PROJECT
ORK SCOPE PRIOR TO THE III TiATiON OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIVE 1
FHE SPECIFICATIONS OR APPLICABLE CODES, IT IS THE CONTRAC TOFZ5 RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD IP
WRITING PRIOR TO THE START OF CONSTRUCTION, FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUTE
;rEaTAN E OF RPnNIRII
- JTY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF THE WORK AS DEFINED BY THE DRAWINGS AND
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MODEL
LIQUIt3
DATE
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BY
1
4/16/14
f!+IINIMl1M
IEIIINIMUM
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NUMBER
CAPACITY
DINT A
DIM 'B
DIM C
DIM ,D,
DIM E
EXCAVATION
EXCAVATION
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(GALLONS ) '
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WHEN DIFFERENT SIZES OF PIPES
ARE ENCOUNTERED.
SHAPING OF MANHOLE AND INLET INVERTS IN ACCORDANCE WITH
THIS DRAWING IS TO APPLY TO THOSE STRUCTURES SPECIFIED
ON PLANS OR WHERE INVERT OF PIPE IS ABOVE INVERT OF
STRUCTURE.
MANHOLE OR DROP INLET 15 TO BE FORMED AND CONSTRUCTED
IN ACCORDANCE WITH APPLICABLE STANDARD OR SPECIAL DRAWING.
THE INVERT SHAPING AS DETAILED HEREON IS TO CONSIST OF A
PORTLAND CEMENT CONCRETE MIX CONFORMING TO CLASS A3 OR
+I�i Ei:- ��d_�:�- ��_�rtr?:; �e��L�i ►i..�.�s: ±�i' f_` -:i *:i 1 *�- ��I+l!
DETAILS OF INVERT SHAPING AS SHOWN HEREON ARE FOR EXAMPLE
PURPOSES ONLY. EACH MANHOLE OR DROP INLET IS TO BE SHAPED
INDIVIDUALLY TO BEST FIT THE PARTICULAR INLET AND OUTLET
CONFIGURATION AND FLOW LINES.
[;A!i
77
SLOPE TO DRAIN TO INVERT
OF OUTLET PIPE
SECTION A —A
METHOD OF TREATMENT IN DROP INLETS
SLOPE TO DRAIN
TO INVERT OF
OUTLET PIPE
•
r• :: � :: rs• IM1
i.;: i.;: tw: e•; L: I
+� 4 •
SECTION B —B
METHOD OF TREATMENT IN MANHOLES
SHM11 Ibap
RITGUM STANDARD METHOD OF SHAPING MANHOLE & INLET INVERTS
302 VIRGINIA DEPARTMENT OF TRANSPORTATION
2
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REVISIONS
REV
DATE
COMMENT
BY
1
4/16/14
PER COUNTY
COMMENTS
DRH
THE FOLLOWING STATES REQUIRE NOTIFICATION BY
EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING TO
DISTURB THE EARTH'S SURFACE ANYWHERE IN THE STATE.
IN VIRGINIA, MARYLAND, THE DISTRICT OF COLUMBIA, AND
DELAWARE CALL - 811
(WV 1- 800 - 245- 4848) (PA 1- 800 - 242- 1776) (OC 1- 800 - 257 -7777)
(VA 1 -800- 552 -7001) (MD 1 -800- 257 -7777) (DE 1- 800 -282 -8555)
APPROVED FOR
CONSTRUCTION
PROJECT No.: 0132042
DRAWN BY: RTY
CHECKED BY: DRH
DATE: 4/16/14
SCALE: AS NOTED
CAD 1. D.: SDI
PROJECT:
FINAL
SITE PLAN
FOR
RETAIL CENTER
LOCATION OF SITE
ROLKIN ROAD & ABBEY ROAD
TAX MAP 78 -75A
CHARLOTTESVILLE, VA 22911
RIVANNA MAGISTERIAL
DISTRICT
ALBEMARLE COUNTY
28 BLACKWELL PARK LANE, SUITE 201
WARRENTON, VIRGINIA 20186
Phone: (540) 349 -4500
Fax: (540) 349 -0321
www.BohlerEngineering.com
e
ICT DANIEL R. HINES
F
Lic. No. 043176
4/16/14 •`
SHEET TITLE:
001-1. V ST-1D\UC 11 I(--')N
DETAILS
SHEET NUMBER:
19
OF 25
ON
4a L�
I GTHIAND
PRODUCTS GROUP LLC
PRODUCT SPECIFICATIONS
145 -1438 Standard Style Bike Rack Made of 2 7/8" Galy. Tubing, Inground Mount
SPECIFICATIONS
(24 1/2 " CENTER TO CENTER OVERALL WIDTH WITH A TOTAL OVERALL HEIGHT OF .38 1/2"
MADE OF 2 7/8" 12GAUGE GALVINIZED STEEL TUBING.
COATED WITH A THERMAL PLASTIC COATING TO PREVENT RUST AND SCRATCHES
COLOR OPTIONS
RED
BLACK
WHITE
MARINER BLUE
GREEN
NO ASSEMBLY REQUIRED
ALL HARDWARE IS NON— CORROSIVE.
WEIGHT FOR THE BIKELOOPS IS 25 LB.
TO BEOCUTFOTO FIITNPOST SHAPE � POST MAY BE HOT R0 OR WELDED,
TO PREVENT BLOCKOUT FROM
ROTATING. 3je
DIMENSIONS
SHOWN IN —_•
PARENTHESIS t° DRILL 4 C5
INDICATE
ACCEPTABLE 6 "x 8 "x1' -2" TREATED
TOLERANCES, I 8" I_ 8" I PINE BLOCK OR
I" "`i RECYCLED MATERIAL.
M 3/ .
BOLT — HOLES I I
4 *4 DEFORMED ¢
6 "x8 "x1' 2" REINFORCED BARS N N iv
TREATED PINE 4" LESS THAN a -
BLOCK OR HEIGHT OF POST ~
RECYCLED U.1 a
MATERIAL
9 -3 GA. WIRE w 5/8 "x14" 6 "x8 "x1'-2" 3
Y4" HOLES TO BE STIRRUPS II BOLT TREATED PINE w
CAST IN POST —� LAPPED 10" z BLOCK OR o
SPACINC II RECYCLED w
MATERIAL
%2" CHAMFER VARIES 5" '-'-1
Ln
ON TOP 3' 0" TO 1' -O" C -C ° II W6x8.5 OR
OF POST ZD W6x9
CHAMFER MAY BE
EXTENDED ENTIRE I?
LENGTH OF POST AT II OPTIONAL HOLE
THE OPTION OF THE TO FACILITATE
FABRICATOR. 1/2 W/4") r GALVANIZING
CHAMFER
ALL CORNERS. ALL CONCRETE SHALL
BE CLASS A3.
CONCRETE POST HOLES BRACKETS POSTS
STEEL POST AND E Y DIA.
8" DIA.
— � — MIN.
1
i. x18" r=
'/8"x18" BOLT — — - BOLT —
a .¢
4" HOLE Y4" HOLE �
a a
GALV. STEEL 10D o 6 "x8 "x1' -2" GALV. STEEL 10D ° LU
COMMON NAIL
SEE NOTE 5. w TREATED COMMON NAIL w
6 "x8' XT -2" PINE BLOCK SEE NOTE 5. cn
TREATED z POST TO z
PINE BLOCK
TO ACCEPT
Q BLOCKOUT is
SOUTHERN PINE tO SOUTHERN PINE fO
6x8 WOOD POST ROUND WOOD POST
SPECIFICATION
REFERENCE STANDARD BLOCKED -OUT W -BEAM GUARDRAIL
236 (STRONG POST SYSTEM, POST AND BLOCKOUT DETAILS)
505 VIRGINIA DEPARTMENT OF TRANSPORTATION
3350 NW BOCA RATON BLVD., SUITE B2 a BOCA RATON, FL • 33431
PHONE: 561.620.7878• FAX: 561.620.8668
T iS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THIS PROJECT
ORK SCOPE PRIOR TO THE INI I iATiOPJ OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIVE 1
rHE SPECIFICATIONS OR APPLICABLE CODES, IT IS THE CONTRACTORS RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD It
WRITING PRIOR TO THE START OF CONSTRUCTION. FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUTE
,CEFTANCE OF FULI RFSanNSiRiLITY BY THE CONTRACTOR To (.nMPLETE THE SCOPE OF THE WORK AS DEFINED BY THE DRnu'vI1dG; ^!n
.. a, „i J, 1 R17 I I ,
H: \t3\Y132042 \OWINNGS \PLW SE15�FlNAL 9IE PLAN \V1320425D1.UAG PHHIm 9Y: COIX11N5 5.28.14 0 3:35 RI IASr SAVED B!: CCOILNS
145 -1438 Standard Style Bike Rack Made of 2 7/8" Galy. Tubing, Inground Mount
SPECIFICATIONS
24 1/2 " CENTER TO CENTER OVERALL WIDTH WITH A TOTAL OVERALL HEIGHT OF 38 1/2"
MADE OF 2 7/8" 12GAUGE GALVINIZED STEEL TUBING.
COATED WITH A THERMAL PLASTIC COATING TO PREVENT RUST AND SCRATCHES
COLOR OPTIONS
MARINER BLUE
GREEN
NO ASSEMBLY REQUIRED
ALL HARDWARE IS NON — CORROSIVE.
WEIGHT FOR THE BIKELOOFSM IS 25 LB.
38
GR-2, 2A
Wi
Y4" DRILL
6 "x6 "x1' -2"
TREATED PINE
6 �, OCK OR
4„ RECYCLED
MATERIAL
BLOCKOUT FOR MAINTENANCE
REPAIR ONLY
LESS THAN T -0 "�
STRONG
POST
8' -0" POST GUARDRAIL
REQUIRED
STFFp�
R Py
DETAIL A
GUARDRAIL INSTALLATION
SITES REQUIRING LONGER
GUARDRAIL POSTS
NOTES
ALL BOLTS, NUTS, WASHERS, AND OTHER
STEEL ITEMS ARE TO BE GALVANIZED.
2. ALTERNATE TYPE POSTS AND BLOCKOUT MAY
BE INTERCHANGED ON ANY ONE PROJECT WITH
THE RESTRICTION THAT THE SAME TYPE OF
POST AND BLOCKOUT MUST BE USED IN ANY
SINGLE RUN OF GUARDRAIL.
3. FOR DETAILS OF GUARDRAIL ELEMENT SPLICE
JOINT, HARDWARE, ETC. SEE SHEET NOS. 501.01
AND 501.02.
4. THE GUARDRAIL AND MEDIAN BARRIER
COMPONENTS DEPICTED IN A.R.T.B.A. TECHNICAL
BULLETIN NUMBER 2686 MAY BE SUBSTITUTED
IF INTERCHANGEABLE WITH THE STANDARDS FOR
GUARDRAIL (GR) OR MEDIAN BARRIER (MB)
AND APPROVED BY THE ENGINEER, PAINT INSID
5. DRIVE NAIL ON BOTH SIDES WITHIN 2" OF THE
TOP OR BOTTOM OF BLOCKOUT AFTER 5/8" x 18 BLDG.- EPO:
BOLT IS INSTALLED.
� 1/2 ""
3350 NW BOCA RATON BLVD., SUITE B2 . BOCA RATON, FL • 33431
PHONE: 561.620.7878 FAX: 561.620.8668
NVOOT
ROAD AND BRIDGE STANDARDS #5BARS
REVISION DATE SHEET 2 OF 2 VERTICAL
7/11 501.05 32" O.C.
W)
(SI
7"
W.W.M. ON 6" AGG. BASE & 12" WIDE
FTG. AROUND PERIMETER OF SLAB
PROVIDE 1" DIA. - 6 "'
PIPE EMBEDDED IN
FOR CAMELOT.
18 GA. PAINTED ME1
GATE (BOX RIB OR
EXPANDED METAL)
RFF _IAMB nF=T
PLAT VIEW
0
N
8 "X 8 "X 16"
C.M.U. WAL
(SPLIT FACI
TO MATCH
18 GA. CLEANED, PRIMED
" " ^D METAL GATE.
ELEVATION
O
T9
I" STEEL
TUBE EMBEDDED 12"
INTO FOOTING.
WE
TUE
MIA V 01I DA-MI Dill -11 f f'V r-ATC\
1 114 A l 114 A 01 10 MI— I ML
ANGLE DIAGONAL BRACE
JAMB DETAIL
CEMENT PLASTER CROWN
8' -0" FROM F.F. ELEV.
8 3/4"
(OPENING FOR TILE)
(2 ROWS)ALTERNATING 4" X 4"
BLACK & WHITE CER TILES
EACH SIDE OF TILE
W/ 3/4" PLASTER J -BEADS
PAVEMENT SURFACE
AS SPECIFIED
CV
NOTE:
TRASH ENCLOSURE FINISH TO MATCH BUILDING FINISH. #5 BARS CONT. TOP
& BOTTOM
TIRNASH ENCCLc SUJIRE DETAIL
NOT TO SCALE
SINGLES" KNOCK -OUT BLOCK
W/ CONT. #5 HORIZ.
S ECT1 ON "A"
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W W
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REVISIONS
REV
DATE
COMMENT
7" THK. P.C.C. SLAB
1
4116/14
PER COUNTY
COMMENTS
DRH
W/ 6 "X 6" -10/10
W.W.M. ON 6" AGG.
BASE.
Q D
.4
-q
IQ
Q
V. �••� •�
0_
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S ECT1 ON "A"
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♦
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m>:zOtY s
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U
REVISIONS
REV
DATE
COMMENT
BY
1
4116/14
PER COUNTY
COMMENTS
DRH
THE FOLLOWING STATES REQUIRE NOTIFICATION BY
EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING TO
DISTURB THE EARTH'S SURFACE ANYWHERE IN THE STATE.
IN VIRGINIA, MARYLAND, THE DISTRICT OF COLUMBIA, AND
DELAWARE CALL - 811
(WV 1- 800 - 245- 4848) (PA 1- 800- 242- 1776) (DC 1- 800 - 257 -7777)
(VA 1-300-552-7001) (MID 1- 800 - 257- 7777) (DE 1- 800 - 282 -8555)
APPROVED FOR
CONSTRUCTION
PROJECT No.: 7132042
DRAWN BY: RTY
CHECKED BY: DRH
DATE: 4/16/14
SCALE: AS NOTED
CAD 1. D.: SD1
OOF
PROJECT:
FINAL
SITE PLAN
FOR (NA
-jDL1\ TA11L CENTEIR
LOCATION OF SITE
ROLKIN ROAD & ABBEY ROAD
TAX MAP 78 -75A
CHARLOTTESVILLE, VA 22911
RIVANNA MAGISTERIAL
DISTRICT
ALBEMARLE COUNTY
BOHLER
E N G I N E E R I N G
28 BLACKWELL PARK LANE, SUITE 201
WARRENTON, VIRGINIA 20186
Phone: (540) 349 -4500
Fax: (540) 349 -0321
SHEET TITLE:
C "NST1DXUCTIkC)7N
DETAILS
SHEET NUMBER:
2®
OF 25
, -, I . N�� �" N
,
-_
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,� . . � '111 . ANCHOR VERTICA 'UNIT
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DRAWING INDEX Anchor VerficaSegmental Retaining Wall I 4%1� �, LT4,n.
� . . .Charlottesville,., Albemarle County. Virginia
. - '0� ,
5heet No. A�" . I !2 I I � . CIRCEO GEOTECH �
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1 Site Plan Ralkin Road Retail:.Center .." I . - I., . 5956 Bu�kland Mill Road
- , . . �� 1. � chnical 11 � � -
. � 11 I
1
2 General Notes. i . 0 '1t , Roanoke, Virgin o. Z4019
� Char,lottesville, Virginia I MI(I L ,*dw, 0 - neering, P,Q . .. I . I I J .
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.
U. 1-1 w . ;p, I -
3-4 5RW Details � I I . I 1� I 2 245 1 11 Phone: (540) 366-2370.
1 1 . . - � I
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5-8 Wal I A - Sta. 0 to Sta. 356 Site. Plan Adapted From The Grading Rlan, Sheet No. 7 of 22, Dated .,TqnuAry 31, 2014, Prepared --I -_ 4�_. . I 11
I I I - . .. . ... .1 ,, � � I - it Pax: (540) 904�6200
1 .1 . V . ,
, By Bohler lEngineering, . �� -1 /0'114 " � . ' __ own I 1.
.As Sh � ..
I � , , 1. . i , Scale - Project No. R.W- 1387
1
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Site Plan For Illustrative Purposes� Approx-Scale: Ill =..40 FT "�6��--S,��--/Z,. ( V , Et)a �03/10 4 1 1 1 ... � , I
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- - - . n. - - Sheet 1, Of �8
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F IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECJRCATIONS ASSOCIATED WITH THIS PROJEC
)RK SCOPE PRIOR TO THE IN] TIATIONOF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIVE
HE SPECIFICATIONS OR APPLICABLE CODES, IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD I
VIRITING PRIOR TO THE START OF CONSTRUCTION. FAILURE BY THE CONTRACTOR TO NOTIFY I HE PROJECT ENGINEER SHALL CONSTITUTI
CEPTANrF OF FULI RF.-,PnNsJR11_TY By THE CONTRACTOR TO COMPI PTF THE SCOPE OF THE WORK A- DEFINED BY THE DRAWNGS AND
-
P �i ; C.f�1--r)�._,`r - - 1. H - �r. �; 7r4I H A , , -1, .
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11111111111111111111111111111111=
H-.\13\V132G42\MWWGS\RM %15\FINAL SIT PLAN\VIM42SOIDW PWO BY: 000ILLINS 51814 0 3:35 PM IAST SAVO BY: 0MRS
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,
1.0 STRIP VEGETATIVE AND ORGANIC SOIL FROM. THE WALL
.. �. I . .
AND GEO67RID ALIGNMENT,
2.0 BENCH, CUT ALL EXCAVATED SLOPES.
10 DO NOT EXCAVATE BEYOND EXCAVATION LINES SHOWN
ON PLAN UNLESS DIREC, TEE) BY THE GEOTECHNICAL
ENGINEER TO REMOVE UNSUITABLE,50IL�
I
I I I I I I I I
1
4.0 CONTRACTOR SHALL ENSURE TEMP I OPAPY EXCAVATIONS APE STABLE
. I . I I
I . I . .1. I I
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AND PROVIDE � EXCAVATION SUPPORT IF NEEDED.
11 11 - . . I . . I . 11 .1 1.
5.0 GEOTECHNICAL ENGINEER SHALL VERIFY FOUNDATION
SOILS AS: BEIN&.,COMPFTENT PER THE DESIGN PARAMETERS.
.6.0 LEVELING PAD SHALL CONSIST OF COMPACTED SAND, GRAVEL,
�
ORCOMBINATION AND SHALL BE A MINIMUM 0�INCH THICK
LAYER WITH A MINIMUM WIDTH OF 24 INCHES.
AS AN ALTERNATIVE, A MINIMUM 3-INCH THICK LAYER OF
LEAN CONCRETE (FLOWABLE FILL) WITH A 2,84DAY COMPRESSIVE
STRENGTH OF 200-3QO PSI MAY BE USED AS A LEVELING PAL),
� � � 11 I � -
70 A 4-INCH-DIAMETEP SLOTTED DRAINAGE PIPE 5HALL� BE INSTALLED
BEHIND THE WALL AND CONNECT TO WEEPHoLES INSTALLED AT
. I I 1, . I
,
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THE BASE OF THE WALL (40 FEET ON. CENTER� AND EXTENUBEYOND
I
THE FINAL GRADE, TO DAYLIGHT (SEE DRAIN DETAIL),
I . ..
8.0 DRAINAGE AGGREGATE AND UNIT (COPE) FI I LL, S I HALL C!,QN5T$T OF
.11, I .1 I I . I
11 I
CLEAN ANGULAR GPAVEL,(VDjOT NO. 57 STONE), MEETING THE. FOLLOWING
I .
GPADATION AS DETERMINEDIN, ACCORDANCE WITH ASTM D-4?2,
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SIEVE SIZE PERCENTAGE PA
, . ".. , _SSING
.. 11
.
-
W/2 INCH 1,00
I INCH 95-100
I/2.-:INCH 25-60
1 1
NO. 4 0-10
NO. 200 0-5
1 � I I
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9.0 GEO.G.RID5 SHALL BE LAID: HORIZONTALLY ON COMPACTED
,
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BACKFILLFOR THE REqUIREID GEOGRID LENG,T . H.(G1_) IN THE
,
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TENSILE STRENGTH DIRECTION (PERPENDICULAR TO WALL FACE)
: - ,.... ,
NOTED ON THE WALL PROFILEV THE',GEO.GPID SHALL BE�
PLACED WITHIN ONE INCH OF THE FRONT: FACE OF
,..., � I I I . ,- , , , , - . , ,
THE UNIT BELOW AND .EXTEND HORIZONTALLY
OVEP.COMPACTEO.: FILL.
1011) ANCHOR VIER
� �3ICA UNITS MOLT) EUDIMENSIO NS.
11
SHALL ,BE 8 INCHES HIGH BY 1.8. INCHES LO N-G �BY
I .. � I .
I.I.I.NCHES DEEPAND SHALL NOT .DIFFER MORE THAN
-im I/Q INCH IN ANY DIMENSION..
11.1) A 0,56-INCH SQ-BACK PER UKT (LUCA FOR. LUG) SHALL BE MAIN FAINED
I . . . I . I I
..... 11 - I . I I I 11 .
I 11 . .1J J ., .. I I . I . I I
. . . , I .
FOP PROPER BATTER (I.E. 4 DEGREE CANT FROM VERTICAL).
12.0 GEOGRIDS SHALL BE . PLACE[) WITHIN I INCH OF THE FRONT FACE
I I . � .
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C � ) 11 FTH � E U I N , I . TS AND GEOGRIDS PULLED TIG . HT (AFTE . P . P . LACEMENT
� . I .
I 11. .. � ... � . .... � I I I .1 .. I
OF THE.NEXT:C.QURSE OF:BLOCK UNITS) TO REMOVE SLACK
AND TO INTEGRATE.GEoGRibS AND UNIT5,:
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Filter Fabric
14, FT Wide
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Mina F1 -
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VDOT No'.. 57 Stogie
1.3,_Q FIELD ADJUSTMENTS G.F.BL9CK ALIGNMENTMAY BE MAIDIE
. I I I 1, . .
ON NO N-P. EI NFOP CEMENT LAYERS WITH THE USE I OF SHIMS
OR ASPHALT,SHINGLESTO RAISE ONE COURSEOF BLQCK�BY
A MAXIMUM OF 1/4 INCH VERTICAL HEIGHT,
14.0 REINFC*El) FILL SHALL CONSIST OF GRANULAR SOIL FILL
I.. I .... . . I . .
. . I
. I I .1 I - �
WITH USCS SOIL TYPES GP, GW, GM, GC, SWj SP; Shki OR SC
�
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. . I .1. I .
.. . .:. . . .
WITH A MINIMUM ANGLE OF INTERNAL FRICTION, (�' , OF 28 DEGREES
. I . �, , - I
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AS OUTLINED IN DESIGN PARAMETERS -. NOTE 4.
. .I . , .11 I I I 1.11 .
LOW PLASTICITY SILT OR CLAY,(ML-CL) OR SANDY ELASTICLSILT (m.H).
. I
.
CAN BE USEDSUBJECT TO APMOVAL BY THE GEOTIECHNIcAL Ew."IN . E � Ep.
MAXIMUM PARTICLE SHALL BE LIMITED. TO 4 INCHES IN DIAMETER.
THE FINE FRACTION (MINUS NO. 40 SIEVE) SHALL, HAVE AMAXIMUM
�
LIqUID LIMIT (LL) OF 60 AND A MAXIMUM PLASTICITY INDEX (PI)
, . I .
. �
,
OF 3Q. THE:BACKFILL. SHALL BE FREEOF DEBRIS AND OPGt R
., .,NIC MATTE .
. � ,
HIGHLY EXPANSIVE SOILS (CH) SHALL NOT BE USED IN THE
,R EINFORC ED. FILL ZONE,
15.0 REINFORCED FILL SHALL BE PLACED IN 8-INCIA LIFTS AND
I I I... 11 I I I ; I ... I 11 I .
COMPACTED T I O.A.MINIMUM OF 95% OF MAXIMUM STANUIARD
I . � I ...
I . I.. . � I I . .. �
. . I I
PPOCTOP DE I IN . 8 . ITY (ASTM D-69 . 8), COMPACTION TESTS SHALL
. I
.
. . �
BE PERlFdRMED. AS THE WALL IS INSTALLED, COMPAC . T � ION
� � I I . I ... I . . �
� I �
WITHIN 3 FEET OF T I HE WALL 6 . H I ALL BE.LIM . ITED TO HAND�
OPERATED EqUIPMENT.
.
16.0 A VI BRAT.O.RY'P LATE TAMPER SHALL BE USED TO DENSIFY
NQ, 57 STONE. COMPACTION TESTS CAN BE WAIVED
WHERE NO. 57 STONE IS USED AS REINFORCED. FILL,
. . .. I � .
17.0 CONTRACTOR SHALL SLOPE .SITE GRAbIE&TODIPECTSUPPACE
.
.RUNOFF AWAY FROM WALLATEN.0 OF EACH DAY TO AVOID
I � I I � � . I I
WATER DAMAGING THE WALL WHILEUNDER CONSTRUCTION,.
18.0 ANY SURFACE DRAINAGE FEATURES, FINISH GPAIDINC-, PAVEMENT,
- .1 I . I . I I
OR TURF ,SHALL BE INSTALLED IMMEDIATELY AFTER THE WALL 1.5 COMPLETE0
I I . I I � � I
.1.1 I.. I I .. I—, � �
00 IF SITE AND SOIL CO � Nr)ITIONS, W I ALL GE I 0 1 METRY, OR WALL
I � � �
LOADING APE DIFFERENT THAN THE DPAWIN&S AND THE L I )ESIGN
I I
I I ".. I I
P , ARAMET I ER . S, T � HE CONTRACTOR MUST CONTACT THE WALL DESIGN
ENGINEER PRIOR TO PROCEEDING WITH THE CONSTRUCTION OF THE WALL.
20.0, THEFENCE POST DETAIL IS PP,OVIOEI)..FOP PLACEMEN-r..O.F rEw� POST
�
BEHIND THE SRW UNITS USING SLEEVE-IT FENCE POST SYSTEM
WITH A MINIMUM EMBE0MEN::T OF 2.4. INCHES, (SEE 5HEET. 3-O.F8),
I I � . . .. .
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. Open Cells
_,;;4r (rilledwith Stone)
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0.56" Setback
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11.___&�� \_ Top Locator Lug
I DETAIL
( . Not to Scale)
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GEOGRIb PLACEMENT E? STORMSTRUCTURE , ' v .
(Not to Scale)
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DESIGN PARAMETERS:, .
I THE WALL PROFILE ISBA5ED ON THE GRADING PLAN, SHEET 7 OF 22,
DATED.,T.A V,ARY:31, 20,14, PREPARED BY.BOHLEP ENGINEERING;
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2 WALL: DETAILS SHOWRON THISPLAN ARE FOR ANCHOR VERTICA SEGMENTAL
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RETAINING WALL (SRW)V.,NI,TS MEETING THE NATIONAL CONCRETE MASONRY
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ASSOCIATION (NCMA) CRITERIA FOP SRW WALL SYSTEMS.
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3 ENGINEERING ANALYSIS BASED ON USE OF STRATAGPID 567200 AND 563.50
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G . EOGPIbS. OTHER COM � PATIBLE:.GEOGRIDS MAY BE SU BSTITUTED. WITH
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4 THE DESIGN OF THE SEGMENTAL PETATNINC7 WALL (SRW)
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ASSUMES THE FOLLOWING PARAMETERS:
7,,l, Moist FRICTION
SOIL SOIL UNIT WEIGHT ANGLE COHESION
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CONDITIONS Type (PCF) (P) (DEG) (P I SF)
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REINFORCED FILL Sandy8lastic SULT 1.15 . 28 0
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RETIAIN.ED SPIL Sandy Elastic SILT 115 28 0
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FOUNDATION SOIL Sandy Elastic SILT 115 28 too
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1 5 SOIL STRENG I TH 11 PARAME �. T . ERS.ARE BASED. ONUSE OF ON- I SITE .,:. SO . ILO � P
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GRANULAR SOIL IN THE PEINFORCED FILL ZONE, CLEAN.QN-SITE SOIL
50IL CAN BEIUSED FOR FILL PROVIDED THE SOIL 15 PLACE[) IN B-INCH LIFTS
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AND.EACH LIFT 15 COMPACTED TO.A MINIMUM OF 95% OF:MAXIMUM
STANDARD .PROCTOR DENSITY, AND WITHIN+ 2,PERCENTAGE POINTS
OF OPTTMUM.M,0I5TUPE CONTENT, USING POPTABLE COMPACTION EqUIPMENT.
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DO,NOT..U.5E HIGH PLAST 11 ICI . TY . CLAY (CH), P OTS OR TOPSOIL.IN REINFORCED
ZONE ANY SOFT, SATURATED 50IL ENCOUNT�RED IN SUBGRADE'SHALL BE
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UNDERCUT AND REPLACED WITH I CRUSHED 5 I TONE TO STA BIL I IZE THE
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. FOUNDATIQN-SUBGRADE OR AS DIRECTED BY THE�GEOTECHNICAL ENGINEER.
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MAX I , WALL HEIGHT = 26.61 FEET (INCLUDING EMBEDMENT),
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FRONT SLOPE, �LEVEL
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BACKSLOPE BEHIND THE WALL = LEVEL
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EQUIVALENT SURCHARGE AT TOP OF W , ALL (HEAVY TRUCK TRAFFI I C) � 250 PSF
MIN FACTOR OFSAFETY: (SLIDING) =. L5
MIN FACTOR OF SAFETY (OVEPTUR . NING).= 2�O
MINFACTO.R.O.F SAFETY (BEARING CAPACITY) -_ 2.0
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DESIGN 5 I OIL BE � .. R I N I G CAPACITY = 1,000 PS I F TO � 3,0QQ P'SF
(SEE NOTE ON WALL. PROFILE)
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k ,�,:� 4i�. 1 Date .. 03110114 .
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FOR INFORMATION ONLY
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H-.\13\V132G42\MWWGS\RM %15\FINAL SIT PLAN\VIM42SOIDW PWO BY: 000ILLINS 51814 0 3:35 PM IAST SAVO BY: 0MRS
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,
1.0 STRIP VEGETATIVE AND ORGANIC SOIL FROM. THE WALL
.. �. I . .
AND GEO67RID ALIGNMENT,
2.0 BENCH, CUT ALL EXCAVATED SLOPES.
10 DO NOT EXCAVATE BEYOND EXCAVATION LINES SHOWN
ON PLAN UNLESS DIREC, TEE) BY THE GEOTECHNICAL
ENGINEER TO REMOVE UNSUITABLE,50IL�
I
I I I I I I I I
1
4.0 CONTRACTOR SHALL ENSURE TEMP I OPAPY EXCAVATIONS APE STABLE
. I . I I
I . I . .1. I I
, I 11 I
AND PROVIDE � EXCAVATION SUPPORT IF NEEDED.
11 11 - . . I . . I . 11 .1 1.
5.0 GEOTECHNICAL ENGINEER SHALL VERIFY FOUNDATION
SOILS AS: BEIN&.,COMPFTENT PER THE DESIGN PARAMETERS.
.6.0 LEVELING PAD SHALL CONSIST OF COMPACTED SAND, GRAVEL,
�
ORCOMBINATION AND SHALL BE A MINIMUM 0�INCH THICK
LAYER WITH A MINIMUM WIDTH OF 24 INCHES.
AS AN ALTERNATIVE, A MINIMUM 3-INCH THICK LAYER OF
LEAN CONCRETE (FLOWABLE FILL) WITH A 2,84DAY COMPRESSIVE
STRENGTH OF 200-3QO PSI MAY BE USED AS A LEVELING PAL),
� � � 11 I � -
70 A 4-INCH-DIAMETEP SLOTTED DRAINAGE PIPE 5HALL� BE INSTALLED
BEHIND THE WALL AND CONNECT TO WEEPHoLES INSTALLED AT
. I I 1, . I
,
I . I I
THE BASE OF THE WALL (40 FEET ON. CENTER� AND EXTENUBEYOND
I
THE FINAL GRADE, TO DAYLIGHT (SEE DRAIN DETAIL),
I . ..
8.0 DRAINAGE AGGREGATE AND UNIT (COPE) FI I LL, S I HALL C!,QN5T$T OF
.11, I .1 I I . I
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CLEAN ANGULAR GPAVEL,(VDjOT NO. 57 STONE), MEETING THE. FOLLOWING
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GPADATION AS DETERMINEDIN, ACCORDANCE WITH ASTM D-4?2,
I I .
SIEVE SIZE PERCENTAGE PA
, . ".. , _SSING
.. 11
.
-
W/2 INCH 1,00
I INCH 95-100
I/2.-:INCH 25-60
1 1
NO. 4 0-10
NO. 200 0-5
1 � I I
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9.0 GEO.G.RID5 SHALL BE LAID: HORIZONTALLY ON COMPACTED
,
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BACKFILLFOR THE REqUIREID GEOGRID LENG,T . H.(G1_) IN THE
,
. . I I
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TENSILE STRENGTH DIRECTION (PERPENDICULAR TO WALL FACE)
: - ,.... ,
NOTED ON THE WALL PROFILEV THE',GEO.GPID SHALL BE�
PLACED WITHIN ONE INCH OF THE FRONT: FACE OF
,..., � I I I . ,- , , , , - . , ,
THE UNIT BELOW AND .EXTEND HORIZONTALLY
OVEP.COMPACTEO.: FILL.
1011) ANCHOR VIER
� �3ICA UNITS MOLT) EUDIMENSIO NS.
11
SHALL ,BE 8 INCHES HIGH BY 1.8. INCHES LO N-G �BY
I .. � I .
I.I.I.NCHES DEEPAND SHALL NOT .DIFFER MORE THAN
-im I/Q INCH IN ANY DIMENSION..
11.1) A 0,56-INCH SQ-BACK PER UKT (LUCA FOR. LUG) SHALL BE MAIN FAINED
I . . . I . I I
..... 11 - I . I I I 11 .
I 11 . .1J J ., .. I I . I . I I
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FOP PROPER BATTER (I.E. 4 DEGREE CANT FROM VERTICAL).
12.0 GEOGRIDS SHALL BE . PLACE[) WITHIN I INCH OF THE FRONT FACE
I I . � .
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C � ) 11 FTH � E U I N , I . TS AND GEOGRIDS PULLED TIG . HT (AFTE . P . P . LACEMENT
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I 11. .. � ... � . .... � I I I .1 .. I
OF THE.NEXT:C.QURSE OF:BLOCK UNITS) TO REMOVE SLACK
AND TO INTEGRATE.GEoGRibS AND UNIT5,:
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Filter Fabric
14, FT Wide
I
Mina F1 -
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VDOT No'.. 57 Stogie
1.3,_Q FIELD ADJUSTMENTS G.F.BL9CK ALIGNMENTMAY BE MAIDIE
. I I I 1, . .
ON NO N-P. EI NFOP CEMENT LAYERS WITH THE USE I OF SHIMS
OR ASPHALT,SHINGLESTO RAISE ONE COURSEOF BLQCK�BY
A MAXIMUM OF 1/4 INCH VERTICAL HEIGHT,
14.0 REINFC*El) FILL SHALL CONSIST OF GRANULAR SOIL FILL
I.. I .... . . I . .
. . I
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WITH USCS SOIL TYPES GP, GW, GM, GC, SWj SP; Shki OR SC
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WITH A MINIMUM ANGLE OF INTERNAL FRICTION, (�' , OF 28 DEGREES
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AS OUTLINED IN DESIGN PARAMETERS -. NOTE 4.
. .I . , .11 I I I 1.11 .
LOW PLASTICITY SILT OR CLAY,(ML-CL) OR SANDY ELASTICLSILT (m.H).
. I
.
CAN BE USEDSUBJECT TO APMOVAL BY THE GEOTIECHNIcAL Ew."IN . E � Ep.
MAXIMUM PARTICLE SHALL BE LIMITED. TO 4 INCHES IN DIAMETER.
THE FINE FRACTION (MINUS NO. 40 SIEVE) SHALL, HAVE AMAXIMUM
�
LIqUID LIMIT (LL) OF 60 AND A MAXIMUM PLASTICITY INDEX (PI)
, . I .
. �
,
OF 3Q. THE:BACKFILL. SHALL BE FREEOF DEBRIS AND OPGt R
., .,NIC MATTE .
. � ,
HIGHLY EXPANSIVE SOILS (CH) SHALL NOT BE USED IN THE
,R EINFORC ED. FILL ZONE,
15.0 REINFORCED FILL SHALL BE PLACED IN 8-INCIA LIFTS AND
I I I... 11 I I I ; I ... I 11 I .
COMPACTED T I O.A.MINIMUM OF 95% OF MAXIMUM STANUIARD
I . � I ...
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. . I I
PPOCTOP DE I IN . 8 . ITY (ASTM D-69 . 8), COMPACTION TESTS SHALL
. I
.
. . �
BE PERlFdRMED. AS THE WALL IS INSTALLED, COMPAC . T � ION
� � I I . I ... I . . �
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WITHIN 3 FEET OF T I HE WALL 6 . H I ALL BE.LIM . ITED TO HAND�
OPERATED EqUIPMENT.
.
16.0 A VI BRAT.O.RY'P LATE TAMPER SHALL BE USED TO DENSIFY
NQ, 57 STONE. COMPACTION TESTS CAN BE WAIVED
WHERE NO. 57 STONE IS USED AS REINFORCED. FILL,
. . .. I � .
17.0 CONTRACTOR SHALL SLOPE .SITE GRAbIE&TODIPECTSUPPACE
.
.RUNOFF AWAY FROM WALLATEN.0 OF EACH DAY TO AVOID
I � I I � � . I I
WATER DAMAGING THE WALL WHILEUNDER CONSTRUCTION,.
18.0 ANY SURFACE DRAINAGE FEATURES, FINISH GPAIDINC-, PAVEMENT,
- .1 I . I . I I
OR TURF ,SHALL BE INSTALLED IMMEDIATELY AFTER THE WALL 1.5 COMPLETE0
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.1.1 I.. I I .. I—, � �
00 IF SITE AND SOIL CO � Nr)ITIONS, W I ALL GE I 0 1 METRY, OR WALL
I � � �
LOADING APE DIFFERENT THAN THE DPAWIN&S AND THE L I )ESIGN
I I
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P , ARAMET I ER . S, T � HE CONTRACTOR MUST CONTACT THE WALL DESIGN
ENGINEER PRIOR TO PROCEEDING WITH THE CONSTRUCTION OF THE WALL.
20.0, THEFENCE POST DETAIL IS PP,OVIOEI)..FOP PLACEMEN-r..O.F rEw� POST
�
BEHIND THE SRW UNITS USING SLEEVE-IT FENCE POST SYSTEM
WITH A MINIMUM EMBE0MEN::T OF 2.4. INCHES, (SEE 5HEET. 3-O.F8),
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. Open Cells
_,;;4r (rilledwith Stone)
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0.56" Setback
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S ucur
11.___&�� \_ Top Locator Lug
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( . Not to Scale)
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(�'? W 11 Face - Backlap at Structure, �
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Geogrid Length. (GL)
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Nutov Washler,(6alvanized)
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* Backlap Geogrid Around. Pipe
Min 3. FT*
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SECTIONA-A,
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_7_L_ Ill bia. Threaded Steel Po&(Epoxy Coated)
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GEOGRIb PLACEMENT E? STORMSTRUCTURE , ' v .
(Not to Scale)
... .
DESIGN PARAMETERS:, .
I THE WALL PROFILE ISBA5ED ON THE GRADING PLAN, SHEET 7 OF 22,
DATED.,T.A V,ARY:31, 20,14, PREPARED BY.BOHLEP ENGINEERING;
. I . . N I I 1
2 WALL: DETAILS SHOWRON THISPLAN ARE FOR ANCHOR VERTICA SEGMENTAL
�. � . . 1. . 11
. � . . , I I
RETAINING WALL (SRW)V.,NI,TS MEETING THE NATIONAL CONCRETE MASONRY
.. . . , ..
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ASSOCIATION (NCMA) CRITERIA FOP SRW WALL SYSTEMS.
,
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3 ENGINEERING ANALYSIS BASED ON USE OF STRATAGPID 567200 AND 563.50
. .. .
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G . EOGPIbS. OTHER COM � PATIBLE:.GEOGRIDS MAY BE SU BSTITUTED. WITH
THE APPROVAL, OF THE WALL DE�51GN EN6�INEER,
I I I � I . �. I .1
4 THE DESIGN OF THE SEGMENTAL PETATNINC7 WALL (SRW)
-
I
ASSUMES THE FOLLOWING PARAMETERS:
7,,l, Moist FRICTION
SOIL SOIL UNIT WEIGHT ANGLE COHESION
I
I
CONDITIONS Type (PCF) (P) (DEG) (P I SF)
-
REINFORCED FILL Sandy8lastic SULT 1.15 . 28 0
.
. , I . "I". 11 ,
RETIAIN.ED SPIL Sandy Elastic SILT 115 28 0
.. . . . . I
FOUNDATION SOIL Sandy Elastic SILT 115 28 too
I � � .1 I . ... . . I I I
1 5 SOIL STRENG I TH 11 PARAME �. T . ERS.ARE BASED. ONUSE OF ON- I SITE .,:. SO . ILO � P
.. � � 11 I I .. I I
I . � , � � � . . � . . - I I
GRANULAR SOIL IN THE PEINFORCED FILL ZONE, CLEAN.QN-SITE SOIL
50IL CAN BEIUSED FOR FILL PROVIDED THE SOIL 15 PLACE[) IN B-INCH LIFTS
�
AND.EACH LIFT 15 COMPACTED TO.A MINIMUM OF 95% OF:MAXIMUM
STANDARD .PROCTOR DENSITY, AND WITHIN+ 2,PERCENTAGE POINTS
OF OPTTMUM.M,0I5TUPE CONTENT, USING POPTABLE COMPACTION EqUIPMENT.
I I
11.1 11 � I . .1 I I
DO,NOT..U.5E HIGH PLAST 11 ICI . TY . CLAY (CH), P OTS OR TOPSOIL.IN REINFORCED
ZONE ANY SOFT, SATURATED 50IL ENCOUNT�RED IN SUBGRADE'SHALL BE
.. . . . I .1 I I I
. . .. .1 I I I 11 I I I I I
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UNDERCUT AND REPLACED WITH I CRUSHED 5 I TONE TO STA BIL I IZE THE
I I I .. ., . , I 1 .11,
. FOUNDATIQN-SUBGRADE OR AS DIRECTED BY THE�GEOTECHNICAL ENGINEER.
. I
MAX I , WALL HEIGHT = 26.61 FEET (INCLUDING EMBEDMENT),
1. . I . . I
I I .
FRONT SLOPE, �LEVEL
. . I..
BACKSLOPE BEHIND THE WALL = LEVEL
� 1. I., I .
� I I I I
EQUIVALENT SURCHARGE AT TOP OF W , ALL (HEAVY TRUCK TRAFFI I C) � 250 PSF
MIN FACTOR OFSAFETY: (SLIDING) =. L5
MIN FACTOR OF SAFETY (OVEPTUR . NING).= 2�O
MINFACTO.R.O.F SAFETY (BEARING CAPACITY) -_ 2.0
1 1 1
- , 11 I I � � I
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DESIGN 5 I OIL BE � .. R I N I G CAPACITY = 1,000 PS I F TO � 3,0QQ P'SF
(SEE NOTE ON WALL. PROFILE)
11 ... I 11
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i;^,PA,r1 O�, Charlottesville, Albemarle County, Virginia
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-, � . ., . Roanoke, Virginia 24019
NO I
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1 . I(MAEL R , e_ "_ = .
� , C. H-0 5 : .Engineering, P.C. I
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th 0 4_5 1 Phone-: (540) 366-2379
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w� QNIA� t ,> Date � 03/1_0/14� Project .No. R.,W I . I
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1 1 1
isiow Sheet
Cap Unit I
.Se4ureto Top Unit
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5RW unit$ .-
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Drainage Aggregate -
Min 12" No. 51 Stone
Reinforced Fill �
CohioaO dIG ; 11,
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Fi(te.r.Fobrid�- 4 FT Wide
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6tratatex ST14.0 or Equivalent
�--�� M.,�V'.71--- ?�'K�%'tl Plac Grogrid Under or:Over
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GEOGRID AT STORMDRAIN DETAIL
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(Not to" $cole)
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11 '1V � arlott sville, Aloet,narld Cou ty, Virginia
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;7" , IWI: : CIRCEO.GEOTECH
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.. . �956 BLIcklanO Mill Road
. I chni'Cal, I I I I I I
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t [U.HAE N, 01, 0 - I neering, P.C, Roanoke, Virginia 24019
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M). ; 1z,q) , ... .Phone- (54.0) 31616-2.379
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11�_ 11 (1, � VA I 14V,J-W'wl C,Vt I I- --.87
k ,�,:� 4i�. 1 Date .. 03110114 .
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�. 11 Revision.: __ .1 Sheet 1 4 of 8 -
FOR INFORMATION ONLY
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REVISIONS
REV �
DATE
COMMENT
BY
1
4/16/14
PER COUNTY
COMMENTS
DRH
-
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THE FOLLOWING STATES REQUIRE NOTIFICATION BY
EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING TO
DISTURB THE EARTH'S SURFACE ANYWHERE IN THE STATE.
IN VIRGINIA, MARYLAND, THE DISTRICT OF COLUMBIA, AND
DELAWARE CALL - 81 1
(WV 1-800-245-4848) (PA 1-800-242-1776) (DC 1-800-257-7777)
�_(VA 1-800-552-7001) (MID 1-800-257-7777) (DE 1-80G-282-8555)
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P, APPROVED FOR J
`11...
F'PROJECT No.: V132042"
.
CHECKED BY: DRH
DATE: 4/16/14
SCALE: AS NOTED
CAD I. D.: SD1/
r, PROJECT: 1
FINAL
SITE PLAN
IFOR-
i1JR1\0_,LKIN -XD\ 0JAD
RETAIL CENTEIRN
LOCATION OF SITE
ROLKIN ROAD & ABBEY ROAD
TAX MAP 78-75A
CHARLOTTESVILLE, VA 22911
NNA MAGISTERIAL
DISTRICT
ALBEMARLE COUNTY
%� .Ar
1.1 , a
_. a
I I
I �
28 BLACKWELL PARK LANE, SUITE 201
WARRENTON, VIRGINIA 20186
Phone: (540) 349-4500
Fax: (540) 349-0321
- . . - . .
111ZETAINING
WALL
I-J]"ETAILS
SHEET NUMBER:
21
t \;\\,-\, %%. OF 25
( )
N
F1 1 1 to
6
a 0-00%� L
SA6,
RIOGE
RETAIL SPACE:
4*,
FFE RQP`
�,,!RfTAINNG J
BUILDINQ.HEIGHT
%
ERED
SPRINKI- MAtU I
300 9DRAIL
�)ta. 460 #
`1717-1
V6 00
011 MW
0
-f FUMI Sanitary Sewer Pipe:Belo.w Wall
A?11
5t 011
L 240.f
530
q"s
.Y,5uu
528',
L
T11
�6O
_190� :1 "1 1 52
21 Vi 5
T11
5
ffi
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C 5 A�Xq,
DIU. WALL A
N 42" Tall Safety Rail
A?
Rolkin Road Retail Center
I� y w/ Sleeve-It Feme PQst System I Charlottesville, Al b.0narle County, V irginia
YU
fr)p
_A4 vU/ CIRCEO GEOTECH
P
544-49 .5956 Suckland Mill Road.
_ , �I, 1, 1 1 7 Cal
ta 80 18 hni
eerind, RC. R an k , Virginia �.24019
6 me
OV RVV 52.4� t
CIRO)
Nw Phonei,(540) 3,66-2379
40...
. I f I ptv
TC 547 0 B7�z Q �11 "
st iu "V V,
NFA�IJVI _4V b42, M �1, F ax (540) 904�6200
3//-0/14
R
Scale: As Shown
SITE -1387
PLAN. Project,.No, RW
Vt
IL
R J GPARI� 18" PCP Storm Pipe Below Wall V A t, Date: 03/10/14
"A (Approx. Scale 1" 20 FT)
Revision, Sheet 5 of ''a
544
GL 17 FT 542
0
23
5310-
528 A
LLJ
526
524 -
522
Vehiclo-Surcharge
5956. Buckland Mill Road
Roanoke, Vir inia 24019
.9, 1
KOIKin KOQ0 Ketaii .(,.enter:
= 250 Ds-r
I
3//044
Char lottesvi Ile,: Albemarle :(ooty, ViNinia
Cap Unit (4" Height)
Top of Cap Unit
CIRCEO 'OEOTECH
Anchor- Vertica Units (A" Height x 18" Width)
Baw
Bottom of Wall (Including Embedment)
Circeo
5�956 Buckiond Mill R ad
Leveling Pad �Min. 6" Thick 5tone or Min. 3" Lean Concrete)
6.1rata6rid 5.0150
&L
ueotechn,ical
ngineeri. p�c
Eh ng,
ROdnoke,, Virglirii 24019
toc Top of Cap Unit
RETAINING WALL A
ICHA L 13� WNW
I I >
Phone: (540) 366-2379
TOW Top of Wall (Exclucli.N Coo Unit)
Still. 120 to StiI 240
lm
Fax,: (540) 904 6200
Scale;
1 Oft.
I V, V=10.ft,:
?00 StrataGrid 5C,200
BOW .Bottom of Wall (Including Embedment)
U - I --- I -_ - I __T_J- Ff-I --- T-T-T ---- F-__Tr rT7;:!�
B _dsin Top IEL� 541-60:
eogri.d Around Structure
'A
Loiu�,z)che:dul 4QC? 1. izecl,Steel Pipe-
wt, V Threaded Rods (Each End) 7_7
--Wrap Gea rid Around Pipe 3�FT Min
.!(See: II Sheet 4 of:8)
Ism
=Pnq
czz=C1.Ez
CZZ=
..11� . . . . . . . . . 7
V: lfl� loft.
�2,00 '5t.rata&rid 5&200
Viewed From Front Face of Wall
TOC - 546.33
TOW 546�00
.y �_I%
310tqA.1-
Project No.
RW� 1387
HP - StrataGrid 5CY350
&L &eogrid Len gth (f t), 0. 4" Orain Pipe to Oaylight
q z besign Soil. Bearing Pressure (P.5f)
()tqA t t-,
�. 'NA.Itl �. ,
LU
Date:
03/10/14
Revision.
- -
Sheet
7 of 8
She t
e
8 8 1
TOC=Z42.31
5J2 QJ
MM
MM
520
5i6
514
512
-
510
508
506
504
SAM!
502
50,
_�L Z 17 FT
&L ITIFT
6L 17FIF
L 17
17
i'l.
IM
M
M
EMMIM-__
I
"M
IRP"
gm-W
Aii
=z=
will
IM
�mmmm
ZMII
ZEN
.1
IMIN
1
MMMM
EVEN
mmmi
NEWS=
0
111111A
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OEM
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=01
==C
MENEM
Za
1111.
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Ism
ME/;/!=
2
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rim
arm
g1c,
mcoczc
5 20 - -�,",.4.`Propos d i3rade,at Bottom of Wall
4, e
1�2
2
6i8
�x. ral
1) Pipet6baylight 40:FT 04.
_(Ty
516
S
14: -
""';BOW= 524.00
512
Me
510
8�, _,R;�>
',�N ur
5 68
%
506
0
564 :_-� "',
6
120 126 1310 1,40 150 t,6o
170
Th[ck Stone
avelitig Pad
180 190
Station (ft)
p 301_�= 210:FT
&L 117 FT
q = 3,000. psf
. ... ... .......
Undercut Anticipated To Achieve Design Soil gearing Pressure
.See Undercut Detail � Sheet.3 of 8
Zoo 210
TOC -- 545.00
TOW 544.67
d logo,
221.0 228 4.30 2A
Top 3 &L 17 FT
� I - 11 . I
�&L = 14FT I
q � 2,500, psf
LEGEND
Vehiclo-Surcharge
5956. Buckland Mill Road
Roanoke, Vir inia 24019
.9, 1
KOIKin KOQ0 Ketaii .(,.enter:
= 250 Ds-r
I
3//044
Char lottesvi Ile,: Albemarle :(ooty, ViNinia
Cap Unit (4" Height)
Top of Cap Unit
CIRCEO 'OEOTECH
Anchor- Vertica Units (A" Height x 18" Width)
Baw
Bottom of Wall (Including Embedment)
Circeo
5�956 Buckiond Mill R ad
Leveling Pad �Min. 6" Thick 5tone or Min. 3" Lean Concrete)
6.1rata6rid 5.0150
&L
ueotechn,ical
ngineeri. p�c
Eh ng,
ROdnoke,, Virglirii 24019
toc Top of Cap Unit
RETAINING WALL A
ICHA L 13� WNW
I I >
Phone: (540) 366-2379
TOW Top of Wall (Exclucli.N Coo Unit)
Still. 120 to StiI 240
lm
Fax,: (540) 904 6200
Scale;
1 Oft.
I V, V=10.ft,:
?00 StrataGrid 5C,200
BOW .Bottom of Wall (Including Embedment)
U - I --- I -_ - I __T_J- Ff-I --- T-T-T ---- F-__Tr rT7;:!�
B _dsin Top IEL� 541-60:
eogri.d Around Structure
'A
Loiu�,z)che:dul 4QC? 1. izecl,Steel Pipe-
wt, V Threaded Rods (Each End) 7_7
--Wrap Gea rid Around Pipe 3�FT Min
.!(See: II Sheet 4 of:8)
Ism
=Pnq
czz=C1.Ez
CZZ=
..11� . . . . . . . . . 7
V: lfl� loft.
�2,00 '5t.rata&rid 5&200
Viewed From Front Face of Wall
TOC - 546.33
TOW 546�00
.y �_I%
310tqA.1-
Project No.
RW� 1387
HP - StrataGrid 5CY350
&L &eogrid Len gth (f t), 0. 4" Orain Pipe to Oaylight
q z besign Soil. Bearing Pressure (P.5f)
()tqA t t-,
�. 'NA.Itl �. ,
LU
Date:
03/10/14
Revision.
- -
Sheet
7 of 8
S THE RESPONSIBILJTY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WJTH THS PROJE
iK SCOPE PRIOR TO THE INI PATION1 OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIV
E SPECIFICATIONS OR APPLICABLE CODES, IT IS THE CONTRACTORS RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORE
�ITING PRIOR TO THE START OF CONSTRUCTION. FAILURE BY THE CONTRACTOR TO NOTIFY fHE PROJECT ENGINEER SHALL CONSTITU
EPTANr,F OF FH1 I RF.-PnNSJRII-ITY Ry THE CONTRACTOR TO (-.nMPI FTF THE SCOPE OF THE WORK AS nFFINEn BY THE DRAWINGS AN
H-.\13\V13"42\W"4S\PIM WS\MK4L %W WX\VI32342SD1.W PWFED BY. WXLINS 518.14 0 135 PM LET SM ErY. CIMUM
W-A A
460
658
656
554
562
550
548
W
542
540
538
536
4-
534
530
598
UJI
526
524
522
IWE
E_
520
518 -
51.6 -
5141.
512
510 -
508
5o6 -
504-
502
500
&L 8 FT
q =� 1,000,psf
k�
BOW 526.00
ro ose ra e 0 OM-0
t 'S
TO Oaylig hf,-w 4.0, -1 O'C
IVA"'
&
�'W Additional WeepholeE
. ? .
Low. Po
lo Z_ 30 36 40
3-01- = 11 FT Top 3 &L = 14 FT
GI 8 FT &L � I L FT
q = 1,500 psf q = 2,000 psf
Vehiclo-Surcharge
5956. Buckland Mill Road
Roanoke, Vir inia 24019
.9, 1
Cap Unit R' Height)
= 250 Ds-r
I
3//044
� � � 1
�
Top of Cap Unit
TOW
Top Of Wall (Excluding Cap Unit.).
Baw
Bottom of Wall (Including Embedment)
200
StrataGrid 56260
350,
6.1rata6rid 5.0150
&L
Geogrid Lenqth.(fi) 0, 4" Drain PiDe to Dayliaht
Rocinake, Virginia 24,019
Phone. (540) 366-2.370
Prqject.No,
5,38
Fax: (540) 904-.6200
Scale.
536
I Revisior
4_-
534-
V014 AV4,
I V, V=10.ft,:
?00 StrataGrid 5C,200
11
CatrK
Cut
U - I --- I -_ - I __T_J- Ff-I --- T-T-T ---- F-__Tr rT7;:!�
B _dsin Top IEL� 541-60:
eogri.d Around Structure
'A
Loiu�,z)che:dul 4QC? 1. izecl,Steel Pipe-
wt, V Threaded Rods (Each End) 7_7
--Wrap Gea rid Around Pipe 3�FT Min
.!(See: II Sheet 4 of:8)
Ism
=Pnq
czz=C1.Ez
CZZ=
-
Project Na.
RW�1387
530
TOC - 546.33
TOW 546�00
.y �_I%
310tqA.1-
628:�
Date
Do /10/14
ui
LU
77
GIL G a riid Length (f T)� 0 4" Drain Pipe, to, Daylight
526
N
isi
Rey on:
She t
e
8 8 1
TOC=Z42.31
5J2 QJ
MM
MM
520
5i6
514
512
-
510
508
506
504
502
50,
i'l.
IM
M
M
EMMIM-__
I
gm-W
Aii
IM
�mmmm
ZEN
.1
IMIN
1
MMMM
EVEN
mmmi
0
111111A
N
OEM
Mb
=01
==C
MENEM
Za
1111.
XT0"JII
Ism
ME/;/!=
2
=ZllME=Zll
_C1
Z111
rim
arm
g1c,
mcoczc
RUM
520
518 -
51.6 -
5141.
512
510 -
508
5o6 -
504-
502
500
&L 8 FT
q =� 1,000,psf
k�
BOW 526.00
ro ose ra e 0 OM-0
t 'S
TO Oaylig hf,-w 4.0, -1 O'C
IVA"'
&
�'W Additional WeepholeE
. ? .
Low. Po
lo Z_ 30 36 40
3-01- = 11 FT Top 3 &L = 14 FT
GI 8 FT &L � I L FT
q = 1,500 psf q = 2,000 psf
ALL A, 56.0
556
TQC 54,5.00,
554
TOW= 544.67 __\552
LEGEND
5956. Buckland Mill Road
Roanoke, Vir inia 24019
.9, 1
Cap Unit R' Height)
TOC 544,3 3
Anchor Vertica, Units (8" Height X 18" Width)
3//044
Leveling Pad (Min. 6" Thick Stone or Min.. 3" Lean Concrete)
TOC
Top of Cap Unit
TOW
Top Of Wall (Excluding Cap Unit.).
Baw
Bottom of Wall (Including Embedment)
200
StrataGrid 56260
350,
6.1rata6rid 5.0150
&L
Geogrid Lenqth.(fi) 0, 4" Drain PiDe to Dayliaht
ALL A, 56.0
556
TQC 54,5.00,
554
TOW= 544.67 __\552
250
260
�2710
50 00.0 Ou 70 76 -80
$tat * on, (f t)
6L
&L 14 FT
9 � 2,500 psf
Undercut Anticipated ToAchieve De,s,ign Soil Bearing Pres:.Wre
See U ridercut Detal I - Sheet 3 of 8
200,
3 &L 17: FT
GIL = 14 FT
q = 2,500 psf
30.0
Statipin (ft)
DC = 543466
'OW,= 543,8�
6
Thick Stone
ZN1f,
L7
Leveling Pad
�7
J
i�, A
BOW 522.67 (Low Point)
P W11
18" kCP'Storm Drain Under Wall Approx. Invert EL. 516.45
Compact Utility Backfill (Crusher Run or Granu lar: Fi 11) to
'Mi 956/,x of Standard Prortorbensity
In
. 90 160 110 120
20 FT:
&L 17 FT
q = 3,000 psf
rcea
Engineering,
5956. Buckland Mill Road
Roanoke, Vir inia 24019
.9, 1
flAtL K, UUJU V -
TOC 544,3 3
one: . -
3//044
Charlottesville, Albemarle County, VW2±i.a.
Fax: (540) 904-6200
542
Anchor Vertica Units. (8" Heiqlht,�c 18" Width)
TOW 544=
640
IH: 1 10- t..
Leveling Pad �(*In. 6" Thick Stonei or Min. N' Lean Concrete)
TOC Topofe it
op UiI
PkIETAINING WALL A
IV, ll-,401t.
Oeota Cal
Engineering; FQ,
Rocinake, Virginia 24,019
Phone. (540) 366-2.370
Prqject.No,
5,38
Fax: (540) 904-.6200
Scale.
536
I Revisior
4_-
534-
V014 AV4,
I V, V=10.ft,:
?00 StrataGrid 5C,200
Viewed From Front.Fae of Wall
532
-
Project Na.
RW�1387
530
-
.y �_I%
310tqA.1-
628:�
Date
Do /10/14
ui
LU
77
GIL G a riid Length (f T)� 0 4" Drain Pipe, to, Daylight
526
N
isi
Rey on:
She t
e
8 8 1
520
5i6
514
512
-
510
508
506
504
502
50,
240
250
260
�2710
50 00.0 Ou 70 76 -80
$tat * on, (f t)
6L
&L 14 FT
9 � 2,500 psf
Undercut Anticipated ToAchieve De,s,ign Soil Bearing Pres:.Wre
See U ridercut Detal I - Sheet 3 of 8
200,
3 &L 17: FT
GIL = 14 FT
q = 2,500 psf
30.0
Statipin (ft)
DC = 543466
'OW,= 543,8�
6
Thick Stone
ZN1f,
L7
Leveling Pad
�7
J
i�, A
BOW 522.67 (Low Point)
P W11
18" kCP'Storm Drain Under Wall Approx. Invert EL. 516.45
Compact Utility Backfill (Crusher Run or Granu lar: Fi 11) to
'Mi 956/,x of Standard Prortorbensity
In
. 90 160 110 120
20 FT:
&L 17 FT
q = 3,000 psf
421" Saf ety Handral I or Fence
rcea
Engineering,
5956. Buckland Mill Road
Roanoke, Vir inia 24019
.9, 1
flAtL K, UUJU V -
TOC 544,3 3
one: . -
3//044
Charlottesville, Albemarle County, VW2±i.a.
Fax: (540) 904-6200
�CIRCEO GEOTECH
Anchor Vertica Units. (8" Heiqlht,�c 18" Width)
TOW 544=
IH: 1 10- t..
Leveling Pad �(*In. 6" Thick Stonei or Min. N' Lean Concrete)
TOC Topofe it
op UiI
PkIETAINING WALL A
IV, ll-,401t.
Oeota Cal
Engineering; FQ,
Rocinake, Virginia 24,019
Phone. (540) 366-2.370
Prqject.No,
RW- 1387
Fax: (540) 904-.6200
Scale.
03/10/14
I Revisior
$he:et
6 of 8
V014 AV4,
421" Saf ety Handral I or Fence
Undercut Anticipated To Achieve Design 5.0il Bearing Pressure
See Undercut betail�5heet3:of.8
LEGEND
REV
DATE
Rolkin: koo& Retdi 1. Center
TOC 544,3 3
1
4/16/14
Charlottesville, Albemarle County, VW2±i.a.
(op.. Unit (4" Height)
�CIRCEO GEOTECH
Anchor Vertica Units. (8" Heiqlht,�c 18" Width)
TOW 544=
595.6.8.uckland Mill, Road
Leveling Pad �(*In. 6" Thick Stonei or Min. N' Lean Concrete)
TOC Topofe it
op UiI
PkIETAINING WALL A
JAINAELX CIRO 0
Oeota Cal
Engineering; FQ,
Rocinake, Virginia 24,019
Phone. (540) 366-2.370
TOW Top of Wall (Excluding Cap Unit)
�Sta. 240 to Sta. 356
Fax: (540) 904-.6200
Scale.
Ill= 10 ft
IHi I`= 10 ft
BOW Bofto of Wall (14c[uding Embedment)
m
V014 AV4,
I V, V=10.ft,:
?00 StrataGrid 5C,200
Viewed From Front.Fae of Wall
C7.
Project Na.
RW�1387
350 -.im StrataGrid 56-350
besign Soil Bectring Press.yre. (psf)
.y �_I%
310tqA.1-
Date
Do /10/14
LU
77
GIL G a riid Length (f T)� 0 4" Drain Pipe, to, Daylight
q
Undercut Anticipated To Achieve Design 5.0il Bearing Pressure
See Undercut betail�5heet3:of.8
LEGEND
REV
DATE
Rolkin: koo& Retdi 1. Center
BY
1
4/16/14
Charlottesville, Albemarle County, VW2±i.a.
(op.. Unit (4" Height)
�CIRCEO GEOTECH
Anchor Vertica Units. (8" Heiqlht,�c 18" Width)
595.6.8.uckland Mill, Road
Leveling Pad �(*In. 6" Thick Stonei or Min. N' Lean Concrete)
TOC Topofe it
op UiI
PkIETAINING WALL A
JAINAELX CIRO 0
Oeota Cal
Engineering; FQ,
Rocinake, Virginia 24,019
Phone. (540) 366-2.370
TOW Top of Wall (Excluding Cap Unit)
�Sta. 240 to Sta. 356
Fax: (540) 904-.6200
Scale.
Ill= 10 ft
IHi I`= 10 ft
BOW Bofto of Wall (14c[uding Embedment)
m
V014 AV4,
I V, V=10.ft,:
?00 StrataGrid 5C,200
Viewed From Front.Fae of Wall
C7.
Project Na.
RW�1387
350 -.im StrataGrid 56-350
besign Soil Bectring Press.yre. (psf)
.y �_I%
310tqA.1-
Date
Do /10/14
77
GIL G a riid Length (f T)� 0 4" Drain Pipe, to, Daylight
q
isi
Rey on:
She t
e
8 8 1
FOR INFORMATION ONLY
F, 6 -N
_J r_
J_
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REVISIONS
REV
DATE
COMMENT
BY
1
4/16/14
PER COUNTY
COMMENTS
DRH
THE FOLLOWING STATES REQUIRE NOTIFICATION BY
EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING TO
DISTURB THE EARTH'S SURFACE ANYWHERE IN THE STATE.
IN VIRGINIA, MARYLAND, THE DISTRICT OF COLUMBIA, AND
DELAWARE CALL - 811
(WV 1-800-245-4848) (PA 1-800-242-1776) (DC 1-800-257-7777)
1-800-552-7001) (MID 1-800-257-7777) (DE 1-800-282-8555)
;W
APPROVED FOR
CONSTRUCTION
PROJECT No.: V132042"
DRAWN BY: RTY
CHECKED BY: DRH
4/16/14
SCALE: AS NOTED
CAD 1. D.: SID J
SITEP"LAN
1 FOR
IDXOLKIN 1R\ NC)AD
IJLD\ETAIL CENTEIRN.
LOCATION OF SITE�
ROLKIN ROAD & ABBEY ROAD
MAP 78-75A
CHARLOTTESVILLE, VA 22911
RIVANNA MAGISTERIAL
DISTRICT
ALBEMARLE COUNTY
28 BLACKWELL PARK LANE, SUITE 201
WARRENTON, VIRGINIA 20186
Phone: (540) 349-4500
Fax: (540) 349-0321
IJLDXETAINING
WALL
DETAILS
SHEET NUMBER:
22
OF 25
GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL
lNiTIAL BACKFIL
BEDDING
8 STONE
STABLE SOIL ROCK
SCRAPE THE BOTTOM OF THE TRENCH, REMOVE ALL
STONES TO INSURE THE PIPE DOESN'T REST ON ROCK AND
THEN COMPACT THE SOIL OR PROVIDE A 4" BEDDING OF
#68 STONE,
FOUNDATION IN POOR SOIL UNDER- CUT CONDITION
24'INVN INITIAL BACKFII_L �4'IrJ1rJ
UNSTABLE 8 °" 8° 8
SOIL-_ _ MIN MIN WIN MIIN #6 ^o STONE
-
:GRANULAR FILL AS ID
APPROVED BY ACSA
Ate`.
A, f�/ r ,
BL SOIL OR R0� STABLE SOIL OR ROCI
S TA
NOTE
I. NO ROCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER LINES.
2. NO ROCKS LARGER THAN 6" IN ANY DIMENSION SHALT_ BE ALLOWED
ABOVE THE INITIAL BACKFILI_.
3.THE INITIAL BACKFILI_ SHALL BE PLACED AND COMPACTED IN 6" LIFTS.
4.1.10 ORGANIC OR FROZEN MATERIAL_ OR DEBRIS SHALL BE ALLOWED
IN THE TRENCH.
5. BELL HOLES SHALL BE DUG OUT IN ALL CASES.
DUCTILE IRON WATER
PIPE INSTALLATION & BEDDING
NTS
FIG. W - 2
TD -2
S THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THIS PROJEC
IRK SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIVE
iE SPECIFICATIONS OR APPLICABLE CODES, IT IS THE CONTRACTORS RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD
IRITING PRIOR TO THE START OF CONSTRUCTION, FAILURE BY THE CONTRACTOR TO NOTIFY 7HE PROJECT ENGINEER SHALL CONSTITUT
r_.EarpN _E OF FULL R - SPnNSIRILITY BY THE CONTRAC_.TOR TO r_.OMPLETF THE SCOPE OF THE WORK AS DEFINED BY THE DRAVuiN , AN[
x:�13\V132042�IX+�Nt1G5 \PI�W gTS�rTwa 5IE PIHI�v1320425D1.ONG PBNIID er: CmWNS 5.28.14 0 3:35 PY Usf SAPID Br: CG9WN5
X
SECTION 1 -I
4
max L
2
SECTION 2 - 2
PIPE
45'
BEND DIMENSIONS
>=
max
I
VOL.
PLUG
OF
(FEET)
41
J
CU.YD.
2
I a.
LA
H_
T
L
H
FOR TEE OR
WYE FITTINGS
WIDEN TRENCH
TO
�
ACCOMMODATE
0.24
�
ANCHOR IF
REQUIRED.
45
22 1/2
r a
ING AS---,,""
2.60
2.52
rv1
i I>
SECTION 2 - 2
PIPE
DEGREE
BEND DIMENSIONS
VOI
TEE AND PLUGS
VOL.
SIZE
OF
(FEET)
CU.YD.
(FEET)
CU.YD.
BEND
L
H_
T
L
H
T
90
2.50
2.50
3.01
0.24
4" & 5,
45
22 1/2
2.00
1.50
2.25
2.00
2.60
2.52
0'15
0.10
2.00
2.25
2.50
0.15
11 1/4
1.50
2.00
2.50
0.10
90
3.56
3.16
3.21
0.48
8"
45
22 1/2
2.66
1.66
2.66
2.16
2.77
2.69
0.26
0.13
3.16
2.91
2.66
0.32
1 1 1/4
1.66
2.16
2.67
0.13
90
4.83
3.83
3.42
0.83
45
3.33
3.58
2.95
0.43
3.83
4.00
2.83
0.52
22 1/2
2.33
2.58
2.86
0.24
11 1/4
1.83
2.33
2.84
0.18
1. THRUST BLOCKS ARE REQUIRED WHENEVER THE PIPELINE CHANGES DIRECTION, CHAN
SIZE, DEAD ENDS AND AT VALVES.
2. USE 2500 P.S.I. CONCRETE.
3. NO CONCRETE SHALL BE POURED ON ANY PART OF THE JOINT.
4. THE CONSULTING ENGINEER SHALL BE RESPONSIBLE TO THE VERIFY THE TYPE & SIZE
Al L THRUST BLOCKS.
CONCRETE THRUST BLOCKS
NTS
FIG. W- 3
z
�r
Z_ fV
i0
m
WATER
2500 P.S.I.
CONCRETE
THRUST BLOC
FD -3
PLACE 5' GALVANIZED " WITNESS POST WITH
CAPPED ENDS PAINTED BLUE IN REMOTE AREAS
° AS DIRECTED. MARKER LOCATION MAY BE SUBJEC
TO HIGHWAY DEPARTMENT APPROVAL.
FINISHED GRADE -�
0
11
II
U
4
•d�' �i A.
*.z
d
ADJUSTABLE VALVE BOX W/ LID
M.J. GATE VALVE
LINE
2'X 2' BEARINGA.REA.
NOTE IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRA
TYPICAL GATE VALVE
NTS
FIG. W-5
TD -8
6"
Side View
3' Minimum Q
d.Q.
Certiflcatlon of 95%
""'pacLion required d '
d
o d a
Galvanized Steel Beam, Q
IN12 x 14 (min. size)
d
3' min. penetration Into undisturbe
soil , or as approved by the a
ACSA.
4' MINIMUM
MUM I
45°
TYPICAL THRUST BLOCK IN FILL AREA
NTS
G. W - 3 B
TD -5
COVER LIFT NOTCH
12 3/8"
WATER
CAST IRON LID
NOTES:
(1) FOR TOUCH READ METERS A 1 -3/4" DIAMETER HOLE IS REQUIRED IN THE LID.
TYPICAL METER BOXES
(5/8 " -1" METERS)
NTS
FIG. W -7
TD -10
NOTE: HYDRANT MUST BE
EQUIPPED WITH CHARLOTTES -
VILI_E THREADS WHICH IS
THE LOCAL STANDARD.
1
-I LENGTH OF BRANCH VARIES
6' MIN
2' TO 10'
(270 °)
I
7 CU. FT. 18" VALVE BO;
#68 STONE
�f
` 6" GATE
36 "MIN
VALVE
8" X 6"
'1 4 ". 3' Q TEE
L_
2500 P.S.I. CONCRET fps"
BASE AND THRUST ,+ ab,r�b
BLOCK AGAINST"
UNDISTURBED STABLE
SOIL STEEL PILE
3/4" THREADED RODS TO
WHEN THE SOIL IS DISTURBED OR WHE MAIN IN ALL INSTALLATIONS.
A HYDRANT IS LOCATED IN A FILL, ANCHOR RODS SHALL BE GALVANIZED
THE VALVE TO THE HYDRANT WITH 2 -3/4° OR ASPHALT COATED
THREADED RODS IN ADDITION TO POURING
CONCRETE. IF NECESSARY, A STEEL PILE
SHALL BE USED AS ADDITIONAL SUPPORT
NOTE
1. SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE,
2. MAINTAIN A 3' MIN. COVER FROM THE MAIN TO THE FIRE HYDRANT
{ INCLUDING DITCHES )
3. FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND
VALVE BOX..
4, THE GATE VALVE 15 ALLOWED IN SHOULDER OR BEHIND THE DITCH.
IT IS NOT ALLOWED IN THE DITCH.
5, FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS WHERE WEEP
HOLES ARE ABOVE THE PREVAILING GROUNDWATER ELEVATION. IF
REQUIRED TO BE IN WET AREAS, THE WEEP HOLES SHALL BE
PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY.
TYPICAL FIRE HYDRANT ASSEMBLY DETAIL
NI.T.S.
FIG. 'W -4
TD -7
4 °
a
q�
r
L
6" MIN, F� 7.5 " .
� 6" MINa
4
y 60" I
36"
4
18' MIN,
A
'OJINGNUT LOCKING ASSEMBLY '
12" 11NN.
(D _ - ---
BYPASS
NOTES:
1, PROVIDE A 6" THICK GRAVEL BED BENEATH THE METER VAULT.
2. MINIMUM WALL THICKNESS FOR PRECAST OR POUR-IN-PLACE VAULTS SHALL BE 4
MINIMUM WALL THICKNESS FOR VAULTS CONSTRUCTED OF MASONARY BLOCK SHALL BE
3, THE OUTSIDE OF THE VAULT BELOW GRADE SHALT_ BE COATED WITH AN APPROVED
WATER PROOFING CONIPOUND,
TYPICAL METER VAULT 0 1/2" METER)
NTS
FIG. W-713
TD -12
0
J
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LLJ
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i
REVISIONS
REV
DATE
COMMENT
BY
1
4/16/14
PER COUNTY
COMMENTS
DRH
THE FOLLOWING STATES REQUIRE NOTIFICATION BY
EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING TO
DISTURB THE EARTH'S SURFACE ANYWHERE IN THE STATE.
IN VIRGINIA, MARYLAND, THE DISTRICT OF COLUMBIA, AND
DELAWARE CALL - 811
(WV 1- 800 - 245- 4848) (PA 1- 800 - 242- 1776) (DC 1- 800 - 257 -7777)
A 1- 800 - 552- 7001) (MID 1- 800 - 257- 7777) (DE 1- 800- 282 -8555)
APPROVED FOR
CONSTRUCTION
PROJECT No.: V132042
DRAWN BY: RTY
CHECKED BY: DRH
DATE: 4/16/14
SCALE: AS NOTED
CAD 1. D.: SD1
PROJECT:
SITE
Q ITS JL Ld :lN
FOR
RETAIL CEO TE71X
LOCATION OF SITE
ROLKIN ROAD & ABBEY ROAD
TAX MAP 78 -75A
CHARLOTTESVILLE, VA 22911
RIVANNA MAGISTERIAL
DISTRICT
ALBEMARLE COUNTY
28 BLACKWELL PARK LANE, SUITE 201
WARRENTON, VIRGINIA 20186
Phone: (540) 349 -4500
Fax:, (540) 349 -0321
SHEET TITLE:
WATER
DETAILS
SHEET NUMBER:
23
OF 25
V
FRAME & COVER
(SEE FI(--j. S - I - D,E)
SLOPED AREA --*'
2' -0"
STREET SURFACE OR
NON - PAVED AREA
V - 0 " MAX
a �
RUBBER COATED STEEL
STEPS CAST IN PLACE 3' - 0" MIN
PRECAST REINFORCED
CONCRETE SECTIONS 12" MIN
"0" RING SEALS 16" MAX
MINIMUM ELEVATION g
DIFFERENCE ACROSS M.H.5" 4' - 0"
FROM INLET TO OUTLET 5
SHALL BE 0.20 FEET. —
DEPTH OF FLOW C0NCRET s VARIES
CHANNEL TO BE — FILLETS a —
3/4 DIAMETER O
CONTRIBUTING
SEWER. 3. EF
A FILLETED INVERT FOR A SMOOTH `' " 2"
- -;r- -
TRANSITION OF FLOW BETWEEN �-
INLET & OUTLET PIPE SHALL BE -
PROVIDED. MIN. 6" BEDDING
NOTE W/ NO. 68 STONE
1. BEDDING THICKNESS REQUIREMENT SHOWN IS MINIMUM AND SHALL BE
SPECIFICALLY DETERMINED BY THE CONSULTANT FUFHE SOIL CONDITIONS.
2. THE CONSULTANT WILL DETERMINE WHETHER MANHOLES SHALL HAVE
EXTENDED OR NON-EXTENDED BASES.
3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED
INSIDE AND OUT.
TYPICAL MANHOLE SECTION
SHOWING BRANCH TIE - IN
N.T.S
FIG. S - I - A
TD - 21
IT iS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THIS PROJECT
WORK SCOPE PRIOR TO THE INI HAT OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIVE TO
THE SPECIFICATIONS OR APPLICABLE CODES, IT IS THE CONTRACTORS 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
ACCEPTAN(.E nF PULI RFSPONSIRJLITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF THE WORK AS DEFINED BY THE DRAWINGS AND IN
H: \13\V132042 \DPAWNGS \PLAN STS\RNAL SffE nM \V132042SDI.D'AG PWrM Hf: OMM 518.14 0 3'.35 PM LAST SAVED 6f: =UJNS
F-
w
J
z
I
3000 PSI CONC. BASE
BENCH SLOPED TO FLOW
CHANNEL 1/4" : V MIN
--
ar
i
t B RAN C H
12
a ICI ` 2
FLEXI BLF ONNECTION-�
WITH S_ �XINLESS STEEL
BAND
w
_j
F-
0
NOTE
ALL CONNECTIONS TO
EXISTING MANHOLES SHALL
BE CORED AND A FLEXIBLE
CONNECTION " BOOT
INSTALLED
TYPICAL MANHOLE PLAN
SHOWING BRANCH TIE - IN
NTS
FIG. S - I - B
TD -23
(4) 1" (25mm) DIA HOLES 1 1/2"
ON 32 I &" (&Umm) DIA 27 1/2" DIA [38mm]
BOLT CIRCLE [699mm]
O 26 1/4" DIA [178mm]
�— [657mm] 'I
24" DIA
[BOBmm] �I
28 7/16" DIA I 5/8"
I'—` [722mm] [16mm]
38" DIA 0 25"
O O [914mm] [660mm
13/16" 1 1/2"
FRAME SECTION [38mm]
[20mm]
Z' (51 mm) LETTERS
(RECESSED FLUSH)
1" A 3 1/8"
[25mm] SP \v A � [79mm] 3 13/16" 22 13/1613mm]
2 1/8- [97mm] [579mm]
[54mm 1 3/8" 0 25"
0 11/16 [35mm] 9/18" O.D. OF6GKT GROOVE
1 51 IM CAM [17mm] (14 m] SECTION VIEW 1/4" 6mm DIA
SEE SSE NEOPRENE GASKET
SEE ASSEMBLY
DETAIL (2) WSHR 1/16 X 5/8 X 1 1/2
2 CORED •1800" RUBBER PART# 00981045
S () 1 5/8" (2) BLT HEX 5/8 -11X3 1/2 SS
E W PICKBARS [5mm 2400" [41 mm] PARrjI 00981250
PLAN VIEW 1 1/8" (29mm) DIA BOSS [6mm [13mm .63 DIA. STAINLESS STEEL ROD PART! 00981318 1'50 OD SS
NOTES: PICKBAR & LOCKLUG HOLE DETAIL 2) NUT HX 5/8 -11 ZN NYLK
PARTS 00981284
1. ALL MANHOLES WITHIN 100 YEAR FLOODPLAIN OR LOCATED IN AREAS SUBJECT TO FLOODING SHALL HAVE WATERTIGHT FRAME & COVER. (2) NUT HX JAM 5/8 -11 ZN
2. ALTERNATIVE DESIGN FOR WATERTIGHT COVERS WILL BE CONSIDERED. PART) 00981228
3. COVERS SHALL BE FIXED TO FRAMES WITH LOCKING LUGS OR SIMILIAR ASSEMBLY.
TYPICAL WATERTIGHT �SHORT)SPART# 00193585
R A A All L/-'%f r rn A n Af- n rrr-) LOCK LUG ASSEMBLY
N.T.S FIG S -I -E
TD -26
FRAME & COVER
SEE FIG. S I - C?, E
STREET SURFACE: OR
NGIJ -PAVED AREA
SLOPED AREA
Y i r i.rs
2'_ 0' RUBBER COATED STEEL STEPS
1 -Q` IfAt CAST IN PLACE
-F
PRECAST REINFORCED CONCRETE
' SECTIONS WITH `O RING: SEALS'
OR APPROVED EQUAL
�" - 011 MIN ,
THE DROP CONNECTION SHALL BE
DUCTILE .IRON PIPE (CLA S 50)
BAC KFII_ LED IN 6" LAYERS AND
C'OMPAC'TED BY HAND TAMPERS OR
_
f2` POIN�� BAC KFILLED WITH SELF - C.OMPACTI.NG
16" MAX STONE -.
} 3
-- MINIMUM ELEVATION DIFFERENCE-
12 PAIN' 12 "I11N:. ACROSS M.H. FROM INLET TO
VARIE I OUTLET SHALL BE 0.20 FEET
N �� FILLETED INVERT FOR A smooTH
,• TRAN. ITION OF FLOW BET .EEN
11 INLET BE & I
:
12 J.
P RIO ✓IDEQ.
.�..- P b 5,• 1
3f 4 DIA OF LARGEST
PIPE IN MARHQl_E
MIN. '6" BEDDING. WITH NFL. 68 STONE
NOTES':
1. BEDDING THICKNESS REQUIREMENTS •SH.ONN ARE MINIMUPA' AND SHALL BE
.SPECIFICALLY DETERMIINED BY'THE Ce NSULTANT FOR THE SOIL COIVDITI.ONS:
'2. THE CONSULTANT SHALL DETERMINE WHETHER ly1ANHOLES $HALL. HAVE
EXTENDED OR .N SASE.
3. ALL JOINTS, LIFT HOLES, INLETS, 0{,J LETS TO BE SEALED R GROUTED,
INSIDE AND {JUT.
4. SPECI%AL. CORSIDERA,TION .SHALL BE GIVEN FOR ENTRANCE
DESIGN ON :SEWERS WITH STEEP SLOPES,
EME
SPRI
C
NO. 68
TD'- 24..
REMAINING BACKFILL SHALL
NOT CONTAIN ROCK MATERIAL
LARGER THAN 5" IN ANY
DIMENSION
— INTIAL BACKFILL*
(6" LIFTS)
{ THOROUGHLY COMPACTED
BY HAND OR APPROVED
MECHANICAL TAMPER
— HAUNCHING
— BEDDING 6" max
4" min
— FOUNDATION (SHALL BE
REQUIRED WHEN SOIL
CONDITIONS ARE UNSTABLE
(ALL PIPE)
NOTE :
L OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT-OF-WAY SHALL BE
BACKFILLED ENTIRELY WITH N0, 21A STONE.
2.FOR DUCTILE IRON PIPE THE BOTTOM OF THE TRENCH SHALL BE SCRAPED
AND COMPACTED, AND ALL STONES REMOVED OR A 4" BEDDING OF NO. 68
STONE SHALL BE PROVIDED
3.WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6"
BEDDING OF NO. 68 STONE
TYPICAL SEWER PIPE
INSTALLATION IN TRENCH
NTS
FIG. S-3
TD -28
V�
V\.
REVISIONS
REV
DATE
J
BY
1
4/16/14
PER COUNTY
COMMENTS
LL
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REVISIONS
REV
DATE
COMMENT
BY
1
4/16/14
PER COUNTY
COMMENTS
DRH
THE FOLLOWING STATES REQUIRE NOTIFICATION BY
EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING TO
DISTURB THE EARTH'S SURFACE ANYWHERE IN THE STATE.
IN VIRGINIA, MARYLAND, THE DISTRICT OF COLUMBIA, AND
DELAWARE CALL - 811
(WV 1- 800 - 245- 4848) (PA 1- 800- 242- 1776) (DC 1- 800 - 257 -7777)
(VA 1- 800 - 552 -7001) (MD 1- 800 - 257 -7777) (DE 1- 800 - 282 -8555)
APPROVED FOR
CONSTRUCTION
PROJECT No.: V132042
DRAWN BY: RTY
CHECKED BY: DRH
DATE: 4/16/14
SCALE: AS NOTED
CAD I. D.: SD1
PROJECT:
FINAL
I PLAN
FOR
IZOL SIN ROAD
RETAIL CENTER
LOCATION OF SITE
ROLKIN ROAD & ABBEY ROAD
TAX MAP 78 -75A
CHARLOTTESVILLE, VA 22911
RIVANNA MAGISTERIAL
DISTRICT
ALBEMARLE COUNTY
28 BLACKWELL PARK LANE, SUITE 201
WARRENTON, VIRGINIA 20186
Phone: (540) 349 -4500
Fax: (540) 349 -0321
www.BohierEngineering.com
.TH
V DANIEL R. HINES 5
.p Lic. No. 043176 I:
4/16/14 407
SHEET TITLE:
SANIT'A° RY
SE WEIR
ER
DETAILS
SHEET NUMBER:
24
OF 25
�' ffl 9r
•. � —j cn
COUNTY OF ALBEMARLE
Dept. of Planning & Community Development
-_401 McIntire Road
Charlottesville, Virginia 22902 -4596
(804) 296 -5823
October 28, 1998
1
Steve Melton
195 Riverbend Dr
Charlottesville, VA 22911
RE: ZMA -98 -20 Pantops PD -MC
Tax Map 78, Parcels 20A, 73, 73A, 75 and 76
Dear Mr. Melton:
The Albemarle County Board of Supervisors, at its meeting on October 21, 1998, approved the above -
noted request for approvalof an application plan for the general develoment of 49.34 acres, zoned PD -MC
(Planned Development Mixed Commercial); HC (Highway Commercial) and EC (Entrance Corridor
terlay District). Please note that this approval is subject to four modifications for the appication plan
d four requirements for application plan approval. The modifications and requirements are as follow:
Modifications for Application Plan approval:
Requirements for Application Plan approval:
1. A landscape plan providing full screening of all buildings and parking areas visible from
Monticello shall be provided as a condition of site plan approval for all development. The
landscape plan may preserve existing trees or provide plantings which shall provide the necessary
screening within 15 years.
2. A street tree plan providing a visual buffer for Hansen Road and Rolkin Road shall be provided
as a condition of site plan or road plan approval. Large street trees shall be planted on both sides
of such roads in accordance with Section 32.7.9.6 of the Zoning Ordinance and shall be staggered
on opposite sides of the road.
3. All buildings shall be designed to provide rooftop style, treatment and color schemes which
j assure minimal visual impact on the Monticello viewshed. Assurance of such style, treatment and
color schemes shall be a condition of final site plan approval. Such approval may be given by the
Director of Planning and Community Development after providing notice to the Thomas
Jefferson Memorial Foundation and an opportunity for Foundation comments to be considered.
4. Approval and execution of the Four Party Road Improvement Agreement substantially in accord
with the document dated October 20, 1998, and attached hereto, shall be required prior to the
approval of any development plan.
If you have any questions or comments regarding the above -noted action, please do not hesitate to contact
me.
Sincerely,
Ronald S. Keeler
Chief of Planning
a. The Board granted a waiver of restrictions to development on critical slopes for and restricted to
RSKljcf
the Kroger Shopping Center site, the DMV site and to those areas shown for roadways and other
Cc: Amelia McCullev
infrastructure improvements on the Application Plan. Subsequent requests for other critical
Jack Kelsey
slopes waivers as may be requested as other site plans are presented will be entertained by the
Tex Weaver
Planning Commision.
b, The Board did not find that the request for relief from stormwater detention requirements to be
Steve Allshouse
Gordon Gledhill
contrary to general planning/policy issues. The Board will allow administrative determination by
the Engineering Departent subject to satisfaction of the Engineering Department concerns as to
adequacy of water quality measures as well as adequacy of downstream channels;
C, The Board can determine no compelling reason to incorporate commercial roadways into the
public road network. Private roads will generally allow more fiexibiity in site design due to more
flexibiity in setbacks and improvements which may occur within the right -of -way. Therefore, the
Board approved usage of private roadways internal to the development. This should not be
m� F
viewed as a zoning restriction/prohibition to Board approval of these roads as public roads at
some future date; and
�a
d. The Board believes that PD -SC parking standard was intended to encourage a Planned
�
Development approach for shopping center development. The Board found that this intent has
been accomplished through this petition and that usage of the PD -SC parking standard would be
LI
LLF LZ o
W J
W ot gQ
appropriate with this intent as well as with standards of the Comprehensive Plan.
I T iS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THIS PROJECT
WORK SCOPE PRIOR TO THE INI I IA7i ON OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIVE TO
THE SPECIFICATIONS OR APPLICABLE CODES, IT IS THE CONTRACTORS 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
A('CEPTANC_.F OF FULI RESPnNSIRILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF THE WORK AS DEFINED BY THE DRAWINGS AND IN
H: \13\V132042 \M WNGS\PLW SE15\FIML SITE PUN \VI32042S01.DWG POM ft ODOWNS 51814 0 3:35 PM LAST S1VM Bf: MXURS
W
'� I"
-31
11
ALA �
�fRGIty1�`
COUNTY OF ALBEMARLE
Department of Building Code and Zoning Services
401 McIntire Road, Room 227
Charlottesville, Virginia 22902 -4596
FAX (804) 972 -4126 TELEPHONE (804) 296 -5832 TTD (804) 972 -4012
MEMORANDUM
TO: The file, ZMA 98-20
FROM: Amelia McCulley, Zoning Administratol' and
Wayne Cilimberg, Director of Planning and Community Development
DATE: 01/19/01
RE: Landscape Plans for the entire Pantops PD -MC zoned by ZMA 98 -20
This document is a Memorandum of Agreement set forth in an effort to meet the intent of the first "Requirements
for Application Plan Approval" from ZMA 98 -20. On October 21, 1998 the Board of Supervisors approved the
Planned Development Mixed Commercial Application Plan with the following condition:
1. A landscape plan providing full screening of all buildings and parking areas visible from Monticello shall be
provided as a condition of site plan approval for all development. The landscape plan may preserve existing
trees or provide plantings which shall provide the necessary screening within 15 years.
The goal of "full screening" is not only to fully obscure but to provide the maximum screening through integration
with the existing character of the forested slopes within the viewshed of Monticello. The County, the Developer
and Thomas Jefferson Memorial Foundation all hereby agree that the following guidelines will be used in review of
all the pertinent site plans on a case -by -case basis:
The sites should appear as natural as possible after development. This may involve randomly placing trees on a
slope rather than having a large mowed area or a staggered row of evergreens. It may also provide for screening
evergreen trees to be mixed with deciduous trees so as not to create a "block of green" every winter when the
deciduous trees in the naturalized areas surrounding the development drop their leaves. The screening needs to
be substantial, but a softer silhouette than the standard, using indigenous trees wherever possible, and scattered
or in clumps, not in rows. Consideration should be given to species that will grow to a substantial size and are
disease resistant so that they will survive and integrate into the native habitat.
There will be different considerations on each site depending on the acreage of the site, the topography or terrain,
the visibility from Monticello, and the surrounding natural microcosm. The height, size, layout and colors used on
the buildings to be constructed will also effect the required landscaping. Since cars and other vehicles reflect light
and draw attention to one spot in a field of vision, thorough landscaping of parking lots and accessways is also a
major consideration.
Planning staff in their professional capacity will review the landscape plans for all sites within the PD -MC. In the
process, they must uphold the Zoning Ordinance, the conditions of the Application Plan, and help achieve the
goals set out above.
Agreed to by:
y
,, Kat Imhoff, for Thoma rson M orial Foundation --- Steve Melton, for Hurt investment Company
'
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REVISIONS
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COMMENT
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COMMENTS
DRH
THE FOLLOWING STATES REQUIRE NOTIFICATION BY
EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING TO
DISTURB THE EARTH'S SURFACE ANYWHERE IN THE STATE.
IN VIRGINIA, MARYLAND, THE DISTRICT OF COLUMBIA, AND
DELAWARE CALL - 811
(WV 1-800-245-4848) (PA 1- 800 - 242- 1776) (DC 1- 800 - 257 -7777)
(VA 1-800-552-7001) (MID 1 -800- 257- 7777) (DE 1- 800 -282 -8555)
APPROVED FOR
CONSTRUCTION
PROJECT No.: V132042
DRAWN BY: RTY
CHECKED BY: DRH
DATE: 4116/14
SCALE: AS NOTED
CAD I. D.: =SD
PROJECT:
FINAL
D.-JiITE PLAN
FOR
]ER(O'LKIIN 11RO -YAD
1X�'�IL� Ix
LOCA'T'ION O SITE
ROLKIN ROAD & ABBEY ROAD
TAX MAP 78 -75A
CHARLOTTESVILLE, VA 22911
RIVANNA MAGISTERIAL
DISTRICT
ALBEMARLE COUNTY
BOH LER
E N G I N E E R I N G
28 BLACKWELL PARK LANE, SUITE 201
WARRENTON, VIRGINIA 20186
Phone: (540) 349 -4500
Fax: (540) 349 -0321
www.BohlerEngineering.com
tT DANIEL R. HINES 5'
.0 Lic. No. 043176 a
0 4/16/14
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