HomeMy WebLinkAboutWPO202000018 Plan - Revision Stormwater Management Plan 2020-12-14g
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SHEETINDEX
SHEET TITLE
SHEET NUMBER
COVER SHEET
C-100
GENERAL NOTES
C-101
GENERAL NOTES AND LEGEND
C-102
EROSION AND SEDIMENT CONTROL PLAN PHASE 1
C-601
EROSION AND SEDIMENT CONTROL PLAN PHASE II
C-602
EROSION AND SEDIMENT CONTROL NARRATIVE
C-603
EROSION AND SEDIMENT CONTROL DETAILS
C-604
STORMWATER COMPLIANCE PLAN
C-901 - C-902
LOCATION OF SITE
1500 SEMINOLE TRAIL
CHARLOTTESVILLE, VA 22901
RIO MAGISTERIAL DISTRICT
ALBEMARLE COUNTY, VIRGINIA
P I D: 061 U 0-01-00-01500
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LOCATION MAP
COPYRIGHT ADC THE MAP PEOPLE
PERMIT USE NO. 20602153-5
SCALE: V=2000'
DEVELOPER
FEDERAL REALTY INVESTMENT TRUST
1626 E JEFFERSON STREET
ROCKVILLE, MD 20852
CONTACT: CHRISTINE MCGUIRL
FEDERAL REALTY INVESTMENT TRUST
1626 E JEFFERSON STREET
ROCKVILLE, MD 20852
CONTACT: CHRISTINE MCGUIRL
PREPARED BY
H L
28 BLACKWELL PARK LANE, SUITE 201
WARRENTON, VIRGINIA 20186
Phone: (540) 349-4500
Fax: (540) 349-0321
VA@BohlerEng.com
CONTACT: RYAN T. YAUGER, P.E.
CONTACT INFORMATION
• REFERENCES
BOUNDARY & TOPOGRAPHIC/ALTA SURVEY:
"BOUNDARY AND TOPOGRAPHIC SURVEY
FEDERAL REALTY INVESTMENT TRUST
29TH PLACE"
1500-1520 SEMINOLE TRAIL, US RTE. 29
RIO MAGISTERIAL DISTRICT,
ALBEMARLE COUNTY
PREPARED BY: BOHLER
DATED 3/13/2020
GOVERNING AGENCIES
COUNTY OF ALBEMARLE
DEPARTMENT OF COMMUNITY DEVELOPMENT
401 McINTIRE ROAD
CHARLOTTESVILLE, VA 22902
PHONE: (434) 296-5832
FAX: (434) 9724126
• UTILITIES
ALBEMARLE COUNTY SERVICE AUTHORITY
168 SPOTNAP ROAD
CHARLOTTESVILLE, VA 22911
TEL:(434) 977-4511
REVISIONS
' REV DATE COMMENT CHECKED BY DRAWN eY
1 1 6/18/2020 ADDRESS COUNTY JPN0
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15
Know what's below.
Call before you dig.
ALWAYS CALL 811
Its fast. Its free. Its the law.
ISSUED FOR
CONSTRUCTION
THIS DRAWING IS WIENaFO FOR NnNICIVAL AMORAGENCY RJU
APPROVAL IT IS NOT INiEN0E0 ASACONSTRUCTION DOCUAE
WOICATED OTHERWSE.
PROJECT No.:
DRAWN BY:
CHECKED BY:
DATE:
0CAD
I.D.:
PROJECT. VIRGINIA
STORMWATER
MANAGEMENT
PLAN
FOR
29TH PLACE DRIVE
THRU
LOCATION
1500 SEMINOLE TRAIL
CHARLOTTESVILLE, VA 22901
ALBEMARLE COUNTY
BOHLER
28 BLACKWELL PARK LANE, SUITE 201
WARRENTON, VIRGINIA 20186
Phone: (540)349-4500
Fax: (540) 349-0321
SHEET TITLE:
Tit
Lic. No. 0402056625
12/09/2020
COVER
SHEET
SHEET NUMBER.
C-100
RYAUGER@BOHLERENG.COM
REVISION 2 - 9/25/2020
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GENERAL NOTES
(Rev. 1 /2020)
1. THESE PLANS ARE SOLELY BASED ON INFORMATION THE OWNER AND OTHERS PROVIDED TO BOHLER ENGINEERING,
(HEREIN "BOHLERJ PRIOR TO THE DATE ON WHICH ENGINEER PREPARED THESE PLANS. THE CONTRACTOR MUST FIELD VERIFY ALL
EXISTING CONDITIONS AND IMMEDIATELY NOTIFY BOHLER , IN WRITING, IF ANY ACTUAL SITE CONDITIONS DIFFER FROM THOSE SHOWN
ON THESE PLANS, OR IF THE PROPOSED WORK CONFLICTS WITH ANY OTHER SITE FEATURES.
2. THE CONTRACTOR MUST STRICTLY COMPLY WITH THESE NOTES AND ALL SPECIFICATIONS/REPORTS CONTAINED HEREIN. THE
CONTRACTOR MUST ENSURE THAT ALL SUBCONTRACTORS FULLY AND COMPLETELY CONFORM TO AND COMPLY WITH THESE
RE UIREMENTS THESE NOTES AND THE RE UIREMENTS ARTICULATED IN THE NOTES CONTAINED IN ALL THE OTHER DRAWINGS THAT
Q Q
COMPRISE THE PLAN SET OF DRAWINGS. ADDITIONAL NOTES AND SPECIFIC PLAN NOTES MAY BE FOUND ON THE INDIVIDUAL PLANS.
THESE GENERAL NOTES APPLY TO THIS ENTIRE DOCUMENT PACKAGE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO REVIEW ALL
CONSTRUCTION CONTRACT DOCUMENTS INCLUDING BUT NOT LIMITED TO ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED
WITH THE PROJECT WORK SCOPE PRIOR TO THE INITIATION AND COMMENCEMENT OF CONSTRUCTION.
3. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION, THE CONTRACTOR MUST CONFIRM WITH THE ENGINEER OF RECORD THAT THE
LATEST EDITION OF THE DOCUMENTS AND/OR REPORTS REFERENCED WITHIN THE PLAN REFERENCES ARE BEING USED FOR
CONSTRUCTION. THIS IS THE CONTRACTOR'S SOLE AND COMPLETE RESPONSIBILITY.
4. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION, THE CONTRACTOR MUST ENSURE THAT ALL REQUIRED PERMITS AND APPROVALS
HAVE BEEN OBTAINED. NO CONSTRUCTION OR FABRICATION IS TO BEGIN UNTIL THE CONTRACTOR HAS RECEIVED AND THOROUGHLY
REVIEWED THE CONDITIONS OF APPROVAL TO ALL PLANS AND OTHER DOCUMENTS REVIEWED AND APPROVED BY THE PERMITTING
AUTHORITIES AND HAS ALSO CONFIRMED THAT ALL NECESSARY AND REQUIRED PERMITS HAVE BEEN OBTAINED. THE CONTRACTOR
MUST HAVE COPIES OF ALL PERMITS AND APPROVALS ON SITE AT ALL TIMES.
5. THE CONTRACTOR MUST ENSURE THAT ALL WORK IS PERFORMED IN ACCORDANCE WITH THESE PLANS, SPECIFICATIONS/REPORTS
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, AND ALL PROVISIONS IN AND
ND T HE I N T E ER/DEVEL PER IN L IN ALL EXHIB E T D
CO I IONS OF T CONSTRUCT ON CO TRAC WITH TH OWN O CUD G ITS ATTACHM N S AN
ADDENDA TO SAME.
6. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION THE CONTRACTOR MUST COORDINATE THE BUILDING LAYOUT BY CAREFULLY
REVIEWING THE MOST CURRENT ARCHITECTURAL, CIVIL AND STRUCTURAL CONSTRUCTION DOCUMENTS (INCLUDING, BUT NOT LIMITED
T ME HANI AL ELE TRI AL PL MBIN A D FIRE P RE I N PLAN ERE APPLI ABL . T E ONT T R M T
O C C C C U G N SUP SS O S WH C H C RAC O US
E)
IMMEDIATELY NOTIFY OWNER ARCHITECT AND ENGINEER OF RECORD IN WRITING OF ANY CONFLICTS DISCREPANCIES OR
AMBIGUITIES WHICH EXIST BETWEEN THESE PLANS AND ANY OTHER PLANS THAT COMPRISE THE CONSTRUCTION DOCUMENTS.
7. NTRA T R M T REFER T AND EN RE MPLIAN E WITH THE APPR VED AR HITE T RAUB ILDIN PLAN F RE RD F R
CO C O US O SU CO C O C C U U G S O CO O
EXACT LOCATIONS AND DIMENSIONS OF ENTRYIEXIT POINTS, ELEVATIONS, PRECISE BUILDING DIMENSIONS, AND EXACT BUILDING
UTILITY LOCATIONS.
8. THE CONTRACTOR MUST FIELD VERIFY ALL DIMENSIONS AND MEASUREMENTS SHOWN ON THESE PLANS, PRIOR TO THE
COMMENCEMENT OF CONSTRUCTION. THE CONTRACTOR MUST IMMEDIATELY NOTIFY ENGINEER OF RECORD, 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 RE -DONE OR REPAIRED DUE TO DIMENSIONS, MEASUREMENTS OR
GRADES SHOWN INCORRECTLY ON THESE PLANS PRIOR TO BOTH (A) THE CONTRACTOR GIVING ENGINEER OF RECORD WRITTEN
NOTIFICATION OF SAME AND (B) ENGINEER OF RECORD, THEREAFTER, PROVIDING THE CONTRACTOR WITH WRITTEN AUTHORIZATION
TO PROCEED WITH SUCH ADDITIONAL WORK.
9. THE CONTRACTOR MUST VERIFY ALL DIMENSIONS AND MEASUREMENTS INCLUDED ON DESIGN DOCUMENTS HEREIN AND MUST NOT
SCALE OFF THE DRAWINGS DUE TO POTENTIAL PRINTING INACCURACIES. ALL DIMENSIONS AND MEASUREMENTS ARE TO BE CHECKED
AND CONFIRMED BY THE GENERAL CONTRACTOR PRIOR TO PREPARATION OF SHOP DRAWINGS, FABRICATION/ORDERING OF PARTS
AND MATERIALS AND COMMENCEMENT OF SITE WORK. SITE PLAN DRAWINGS ARE NOT INTENDED AS SURVEY DOCUMENTS.
DIMENSIONS SUPERSEDE GRAPHICAL REPRESENTATIONS. THE CONTRACTOR MUST MAKE CONTRACTOR'S OWN MEASUREMENTS FOR
LAYOUT OF IMPROVEMENTS.
10. THE OWNER AND CONTRACTOR MUST BE FAMILIAR WITH, AND RESPONSIBLE FOR THE PROCUREMENT OF ANY AND ALL
CERTIFICATIONS REQUIRED FOR THE ISSUANCE OF A CERTIFICATE OF OCCUPANCY.
11. WHEN INCLUDED AS ONE OF THE REFERENCED DOCUMENTS, THE GEOTECHNICAL REPORT, SPECIFICATIONS AND RECOMMENDATIONS
SET FORTH THEREIN 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: (A) THE PLANS; AND (B) THE
GEOTECHNICAL REPORT AND RECOMMENDATIONS, MUST TAKE PRECEDENCE UNLESS SPECIFICALLY NOTED OTHERWISE ON THE
PLANS. THE CONTRACTOR MUST NOTIFY THE ENGINEER OF RECORD, IN WRITING, OF ANY SUCH CONFLICT, DISCREPANCY OR
AMBIGUITY BETWEEN THE GEOTECHNICAL REPORT AND PLANS AND SPECIFICATIONS, PRIOR TO PROCEEDING WITH ANY FURTHER
WORK. IF A GEOTECHNICAL REPORT WAS NOT CREATED, THEN THE CONTRACTOR MUST FOLLOW AND COMPLY WITH ALL OF THE
REQUIREMENTS OF ANY AND ALL MUNICIPAL, COUNTY, STATE, AND FEDERAL LAWS AND APPLICABLE SPECIFICATIONS WHICH HAVE
JURISDICTION OVER THIS PROJECT.
12. ENGINEER OF RECORD IS NEITHER LIABLE NOR RESPONSIBLE FOR ANY SUBSURFACE CONDITIONS AND FURTHER, HAS NO LIABILITY
FOR ANY HAZARDOUS MATERIALS, HAZARDOUS SUBSTANCES, OR POLLUTANTS ON, ABOUT OR UNDER THE PROPERTY.
13. THE CONTRACTOR IS RESPONSIBLE FOR IDENTIFYING WHEN AND WHERE 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. ALL
OF THIS WORK IS TO BE PERFORMED AT CONTRACTOR'S SOLE COST AND EXPENSE.
14. THE CONTRACTOR MUST EXERCISE EXTREME CAUTION 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. THE
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.
15. DEBRIS MUST NOT BE BURIED ON THE SUBJECT SITE. ALL DEMOLITION AND CONSTRUCTION WASTES, UNSUITABLE EXCAVATED
MATERIAL, EXCESS SOIL AND DEBRIS (SOLID WASTE) MUST BE DISPOSED OF IN ACCORDANCE WITH THE REQUIREMENTS OF ANY AND
ALL MUNICIPAL, COUNTY, STATE, AND FEDERAL LAWS AND APPLICABLE CODES WHICH HAVE JURISDICTION OVER THIS PROJECT OR
OVER THE CONTRACTOR.
16. IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY TO MAINTAIN RECORDS TO DEMONSTRATE PROPER AND FULLY COMPLIANT DISPOSAL
ACTIVITIES, TO BE PROMPTLY PROVIDED TO THE OWNER UPON REQUEST.
17. THE CONTRACTOR MUST REPAIR, AT CONTRACTOR'S SOLE COST, ALL 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 MUST BEAR ALL COSTS ASSOCIATED WITH SAME TO INCLUDE, BUT NOT BE LIMITED TO, REDESIGN, RE -SURVEY,
RE -PERMITTING AND CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR AND MUST REPLACE ALL SIGNAL INTERCONNECTION
CABLE, WIRING CONDUITS, AND ANY UNDERGROUND ACCESSORY EQUIPMENT DAMAGED DURING CONSTRUCTION AND MUST BEAR ALL
COSTS ASSOCIATED WITH SAME. THE REPAIR OF ANY SUCH NEW OR EXISTING CONSTRUCTION OR PROPERTY MUST RESTORE SUCH
CONSTRUCTION OR PROPERTY TO A CONDITION EQUIVALENT TO OR BETTER THAN THE CONDITIONS PRIOR TO COMMENCEMENT OF
THE CONSTRUCTION, AND IN CONFORMANCE WITH APPLICABLE CODES, LAWS, RULES, REGULATIONS, STATUTORY REQUIREMENTS
AND STATUTES. THE CONTRACTOR MUST BEAR ALL COSTS ASSOCIATED WITH SAME. THE CONTRACTOR MUST, PROMPTLY, DOCUMENT
ALL EXISTING DAMAGE AND NOTIFY, IN WRITING, THE OWNER AND THE CONSTRUCTION MANAGER PRIOR TO THE START OF
CONSTRUCTION.
18, THE ENGINEER OF RECORD AND BOHLER ARE NOT RESPONSIBLE FOR AND HAVE NO CONTRACTUAL, LEGAL OR OTHER
RESPONSIBILITIES FOR JOB SITE SAFETY JOB SITE SUPERVISION, OR ANYTHING RELATED TO SAME. THE ENGINEER OF RECORD AND
80HLER HAVE NOT BEEN RETAINED TO PERFORM OR TO BE RESPONSIBLE FOR JOB SITE SAFETY, SAME BEING WHOLLY OUTSIDE OF
ENGINEER OF RECORD'S AND BOHLER SERVICES AS RELATED TO THE PROJECT. THE ENGINEER OF RECORD AND BOHLER ARE NOT
RESPONSIBLE TO IDENTIFY OR REPORT ANY JOB SITE SAFETY ISSUES OR ANY JOB SITE CONDITIONS, AT ANY TIME.
19. THE CONTRACTOR MUST IMMEDIATELY IDENTIFY IN WRITING, TO THE ENGINEER OF RECORD AND BOHLER , ANY DISCREPANCIES THAT
MAY OR COULD AFFECT THE PUBLIC SAFETY, HEALTH OR GENERAL WELFARE, OR PROJECT COST. IF THE CONTRACTOR PROCEEDS
WITH CONSTRUCTION WITHOUT PROVIDING PROPER WRITTEN NOTIFICATION AS DESCRIBED ABOVE, IT WILL BE AT THE CONTRACTOR'S
OWN RISK AND, FURTHER, THE CONTRACTOR MUST INDEMNIFY, DEFEND AND HOLD HARMLESS THE ENGINEER OF RECORD AND
BOHLER FOR ANY AND ALL DAMAGES, COSTS, INJURIES, ATTORNEY'S FEES AND THE LIKE WHICH RESULT FROM OR ARE IN ANY WAY
RELATED TO SAME INCLUDING, BUT NOT LIMITED TO, ANY THIRD PARTY AND FIRST PARTY CLAIMS.
20. THE ENGINEER OF RECORD AND BOHLER ARE NOT RESPONSIBLE FOR ANY INJURY OR DAMAGES RESULTING FROM THE
CONTRACTOR'S FAILURE TO BUILD OR CONSTRUCT IN STRICT ACCORDANCE WITH THE APPROVED PLANS, AND CURRENT CODES,
RULES, STATUTES AND THE LIKE. IF THE CONTRACTOR AND/OR OWNER FAIL TO BUILD OR CONSTRUCT IN STRICT ACCORDANCE WITH
APPROVED PLANS, RULES, STATUTES, CODES AND THE LIKE, THE CONTRACTOR AND/OR OWNER AGREE TO AND MUST JOINTLY,
INDEPENDENTLY, SEPARATELY, AND SEVERALLY INDEMNIFY AND HOLD THE ENGINEER OF RECORD AND BOHLER HARMLESS FOR AND
FROM ALL INJURIES, CLAIMS AND DAMAGES THAT ENGINEER AND BOHLER SUFFER AND ANY AND ALL COSTS THAT ENGINEER AND
BOHLER INCUR AS RELATED TO SAME.
21. ALL CONTRACTORS MUST CARRY AT LEAST THE MINIMUM AMOUNT OF THE SPECIFIED AND COMMERCIALLY REASONABLE STATUTORY
WORKER'S COMPENSATION INSURANCE, EMPLOYER'S LIABILITY INSURANCE AND COMMERCIAL GENERAL LIABILITY INSURANCE (CGL)
INCLUDING ALSO ALL UMBRELLA COVERAGES. ALL CONTRACTORS MUST HAVE THEIR CGL POLICIES ENDORSED TO NAME BOHLER ,
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 INSUREDS AND TO PROVIDE CONTRACTUAL LIABILITY COVERAGE SUFFICIENT TO
INSURE THE (DEFEND, IF APPLICABLE) AND HOLD HARMLESS AND INDEMNITY OBLIGATIONS ASSUMED AND AGREED TO BY THE
CONTRACTOR HEREIN. ALL CONTRACTORS MUST FURNISH BOHLER WITH CERTIFICATIONS OF INSURANCE OR CERTIFICATES OF
INSURANCE AS EVIDENCE OF THE REQUIRED INSURANCE COVERAGES PRIOR TO COMMENCING ANY WORK AND UPON RENEWAL OF
EACH POLICY DURING THE ENTIRE PERIOD OF CONSTRUCTION AND FOR TWO YEARS AFTER THE COMPLETION OF CONSTRUCTION AND
AFTER ALL PERMITS ARE ISSUED, WHICHEVER DATE IS LATER. IN ADDITION, ALL CONTRACTORS AGREE THAT THEY WILL, TO THE
FULLEST EXTENT PERMITTED UNDER THE LAW, INDEMNIFY, DEFEND AND HOLD HARMLESS BOHLER 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 CONTRACTOR(S), ALL CLAIMS BY THIRD PARTIES AND ALL CLAIMS RELATED
TO THE PROJECT. THE CONTRACTOR MUST NOTIFY ENGINEER, IN WRITING, AT LEAST THIRTY (30) DAYS PRIOR TO ANY TERMINATION,
SUSPENSION OR CHANGE OF ITS INSURANCE HEREUNDER.
22. THE ENGINEER OF RECORD AND BOHLER ARE NOT RESPONSIBLE FOR CONSTRUCTION METHODS, MEANS, TECHNIQUES OR
PROCEDURES, GENERALLY OR FOR THE CONSTRUCTION MEANS, METHODS, TECHNIQUES OR PROCEDURES FOR COMPLETION OF THE
WORK DEPICTED BOTH ON THESE PLANS, AND FOR ANY CONFLICTS IN SCOPE AND REVISIONS THAT RESULT FROM SAME. THE
CONTRACTOR IS FULLY AND SOLELY RESPONSIBLE FOR DETERMINING THE MEANS AND METHODS FOR COMPLETION OF THE WORK,
PRIOR TO THE COMMENCEMENT OF CONSTRUCTION.
23. NEITHER THE PROFESSIONAL ACTIVITIES OF: BOHLER , NOR THE PRESENCE OF BOHLER 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
CONSTRUCTIONIPROJECT SITE (HEREIN "BOHLER PARTIES"), RELIEVES OR WILL RELIEVE THE CONTRACTOR OF AND FROM 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 WITH ALL HEALTH AND SAFETY PRECAUTIONS REQUIRED BY ANY
REGULATORY AGENCIES WITH JURISDICTION OVER THE PROJECT AND/OR PROPERTY. BOHLER AND ITS EMPLOYEES, PERSONNEL,
AGENTS, SUBCONTRACTORS AND SUBCONSULTANTS HAVE NO AUTHORITY TO EXERCISE ANY CONTROL OVER (OR ANY
RESPONSIBILITY FOR) ANY CONSTRUCTION, THE CONTRACTOR OR ITS EMPLOYEES RELATING TO THEIR WORK AND ANY AND ALL
HEALTH AND SAFETY PROGRAMS OR PROCEDURES. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR JOB SITE SAFETY. THE
CONTRACTOR MUST INDEMNIFY, DEFEND, PROTECT AND HOLD HARMLESS BOHLER FOR AND FROM ANY LIABILITY TO BOHLER
RESULTING FROM THE CONTRACTOR'S WORK, SERVICES AND/OR VIOLATIONS OF THIS NOTE, THESE NOTES OR ANY NOTES IN THE
PLAN SET AND, FURTHER, THE CONTRACTOR MUST NAME BOHLER AS AN ADDITIONAL INSURED UNDER THE GENERAL CONTRACTOR'S
POLICIES OF GENERAL LIABILITY INSURANCE AS DESCRIBED ABOVE.
24. WHEN IT IS CLEARLY AND SPECIFICALLY WITHIN BOHLER'S SCOPE OF SERVICES CONTRACT WITH THE OWNEWDEVELOPER, BOHLER
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
EVALUATING CONFORMANCE WITH THE DESIGN INTENT AND THE INFORMATION SHOWN IN THE CONSTRUCTION CONTRACT
DOCUMENTS. CONSTRUCTION MEANS AND 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. BOHLER WILL PERFORM ITS SHOP DRAWING REVIEW WITH REASONABLE PROMPTNESS,
AS CONDITIONS PERMIT. ANY DOCUMENT, DOCUMENTING BOHLER'S REVIEW OF A SPECIFIC ITEM OR LIMITED SCOPE, MUST NOT
INDICATE THAT BOHLER HAS REVIEWED THE ENTIRE ASSEMBLY OF WHICH THE ITEM IS A COMPONENT. BOHLER IS NOT RESPONSIBLE
FOR ANY DEVIATIONS FROM THE CONSTRUCTION DOCUMENTS. THE CONTRACTOR MUST, IN WRITING, PROMPTLY AND IMMEDIATELY
BRING ANY DEVIATIONS FROM THE CONSTRUCTION DOCUMENTS TO BOHLER'S ATTENTION. BOHLER IS NOT REQUIRED TO REVIEW
PARTIAL SUBMISSIONS OR THOSE FOR WHICH SUBMISSIONS OF CORRELATED ITEMS HAVE NOT BEEN RECEIVED.
25. IF THE CONTRACTOR DEVIATES FROM THESE PLANS AND/OR SPECIFICATIONS, INCLUDING THE NOTES CONTAINED HEREIN, WITHOUT
FIRST OBTAINING THE PRIOR WRITTEN AUTHORIZATION OF THE ENGINEER OF RECORD AND/OR BOHLER FOR ALL DEVIATIONS WITHIN
ENGINEER'S SCOPE, THE CONTRACTOR IS SOLELY RESPONSIBLE FOR THE PAYMENT OF ALL COSTS INCURRED IN CORRECTING ANY
WORK PERFORMED WHICH DEVIATES FROM THE PLANS, ALL FINES AND/OR PENALTIES ASSESSED WITH RESPECT THERETO AND ALL
COMPENSATORY OR PUNITIVE DAMAGES RESULTING THEREFROM AND, FURTHER, MUST DEFEND, INDEMNIFY, PROTECT, AND HOLD
HARMLESS THE ENGINEER OF RECORD AND BOHLER PARTIES TO THE FULLEST EXTENT PERMITTED UNDER THE LAW, FOR AND FROM
ALL FEES, ATTORNEYS' FEES, DAMAGES, COSTS, JUDGMENTS, CLAIMS, INJURIES, PENALTIES AND THE LIKE RELATED TO SAME.
26. THE CONTRACTOR IS RESPONSIBLE FOR A MAINTAINING AND PROTECTING THE TRAFFIC CONTROL PLAN AND ELEMENTS IN
ACCORDANCE WITH FEDERAL, STATE, AND LOCAL REQUIREMENTS, FOR ALL WORK THAT AFFECTS PUBLIC TRAVEL EITHER IN THE
RIGHT OF WAY OR ON SITE. THE COST FOR THIS ITEM MUST BE INCLUDED IN THE CONTRACTOR'S PRICE AND IS THE CONTRACTOR'S
SOLE RESPONSIBILITY.
27. 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 PLANS AND DESIGN' AND FURTHER THE ENGINEER OF
RECORD AND/OR BOHLER ARE NOT RESPONSIBLE FOR ANY FAILURE TO SO MAINTAIN OR PRESERVE SITE AND/OR DESIGN FEATURES.
IF OWNER FAILS TO MAINTAIN AND/OR PRESERVE ALL PHYSICAL SITE FEATURES AND/OR DESIGN FEATURES DEPICTED ON THE PLANS
AND RELATED DOCUMENTS OWNER AGREES TO INDEMNIFY AND HOLD THE ENGINEER OF RECORD AND BOHLER PARTIES HARMLESS
FOR ALL INJURIES, DAMAGES AND COSTS THAT ENGINEER OF RECORD AND/OR BOHLER INCUR AS A RESULT OF SAID FAILURE OR
FAILURE TO PRESERVE.
28. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR ENSURING THAT ALL CONSTRUCTION ACTIVITIES AND MATERIALS COMPLY WITH AND
CONFORM TO APPLICABLE FEDERAL STATE AND LOCAL RULES AND REGULATIONS LAWS ORDINANCES AND CODES AND ALL
APPLICABLE 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.
29. THE CONTRACTOR MUST STRICTLY COMPLY WITH THE LATEST AND CURRENT OSHA STANDARDS AND REGULATIONS, AND/OR ANY
OTHER AGENCY WITH JURISDICTION OVER EXCAVATION AND TRENCHING PROCEDURES. ENGINEER OF RECORD AND BOHLER HAS NO
RESPONSIBILITY FOR OR AS RELATED TO EXCAVATION AND TRENCHING PROCEDURES AND WORK.
30. THE CONTRACTOR AND THE OWNER MUST INSTALL ALL ELEMENTS AND COMPONENTS IN STRICT COMPLIANCE WITH AND IN
A RDAN E WITH MAN FA TURER'S TANDARD AND RECOMMENDED IN TALLATI N RI ERIA D S PE IFI ATI N . IF THE
CCO C U C S S S O C T AN S C C O S
CONTRACTOR AND/OR OWNER FAIL TO DO SO THEY AGREE TO JOINTLY INDEPENDENTLY SEPARATELY COLLECTIVELY AND
EVERALL INDEMNI Y D FEND PR TE T AND H D EN INEER F RE RD AND! R 8 HLER PA TIE H RMLE F ALL IN RIE
S Y F E O C OL G O CO O O R S A SS OR JU S
AND DAMAGES THAT ENGINEER SUFFERS AND COSTS THAT ENGINEER INCURS AS A RESULT OF SAID FAILURE.
31. THE CONTRACTOR IS RESPONSIBLE TO MAINTAIN AN ON -SITE STORMWATER POLLUTION PREVENTION PLAN (SWPPP) IN COMPLIANCE
WITH THE ENVIRONMENTAL PROTECTION AGENCY (EPA) REQUIREMENTS OR LOCAL GOVERNING AGENCY FOR SITES WHERE ONE (1)
RE R E I D RBED I V T E LE HE D T RE RE DIFFERE
AC O MOR S ISTU BY CONSTRUCT ON ACTT I 1 SUN SST LOCAL JURIS IC ION QUI S A NT
THRESHOLD). THE CONTRACTOR MUST ENSURE THAT ALL ACTIVITIES, INCLUDING THOSE OF ALL 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 AND FURTHER, THE CONTRACTOR IS SOLELY AND COMPLETELY
RESPONSIBLE FOR FAILING TO DO SO.
32. AS CONTAINED IN THESE DRAWINGS AND ASSOCIATED DOCUMENTS PREPARED BY THE SIGNATORY PROFESSIONAL ENGINEER OF
RECORD, THE USE OF THE WORDS'CERTIFY' OR'CERTIFICATION' CONSTITUTES AN EXPRESSION ONLY OF PROFESSIONAL OPINION
REGARDING THE INFORMATION WHICH IS THE SUBJECT OF THE ENGINEER OF RECORD'S KNOWLEDGE OR BELIEF AND IN ACCORDANCE
WITH COMMON AND ACCEPTED PROCEDURE CONSISTENT WITH THE APPLICABLE STANDARDS OF PRACTICE, AND DOES NOT
CONSTITUTE A WARRANTY OR GUARANTEE OF ANY NATURE OR TYPE, EITHER EXPRESSED OR IMPLIED, UNDER ANY CIRCUMSTANCES.
SITE LAYOUT NOTES (Rev. 1/2020)
1. THE GENERAL NOTES MUST BE INCLUDED AS PART OF THIS ENTIRE DOCUMENT PACKAGE AND ARE PART OF THE CONTRACT
DOCUMENTS. THE GENERAL NOTES ARE REFERENCED HEREIN, AND THE CONTRACTOR MUST REFER TO THEM AND FULLY
COMPLY WITH THESE NOTES, IN THEIR ENTIRETY. THE CONTRACTOR MUST BE FAMILIAR WITH AND ACKNOWLEDGE FAMILIARITY
WITH ALL OF THE GENERAL NOTES AND ALL OF THE PLANS' SPECIFIC NOTES.
2. PRIOR TO THE COMMENCEMENT OF GENERAL CONSTRUCTION, THE CONTRACTOR MUST INSTALL SOIL EROSION CONTROL AND
ANY STORMWATER POLLUTION PREVENTION PLAN (SWPPP) MEASURES NECESSARY, AS INDICATED ON THE APPROVED SOIL
EROSION AND SEDIMENT CONTROL PLAN AND IN ACCORDANCE WITH APPLICABLE AND/OR APPROPRIATE AGENCIES' GUIDELINES
TO PREVENT SEDIMENT AND/OR LOOSE DEBRIS FROM WASHING ONTO ADJACENT PROPERTIES OR THE RIGHT OF WAY.
3. ALL DIRECTIONAL(FRAFFIC SIGNING AND PAVEMENT STRIPING MUST CONFORM TO THE LATEST STANDARDS OF THE MANUAL ON
UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) AND ANY APPLICABLE STATE OR LOCALLY APPROVED SUPPLEMENTS,
GUIDELINES, RULES, REGULATIONS, STANDARDS AND THE LIKE.
4. THE LOCATIONS OF PROPOSED UTILITY POLES AND TRAFFIC SIGNS SHOWN ON THE PLANS ARE SCHEMATIC AND PRELIMINARY.
THE CONTRACTOR IS SOLELY RESPONSIBLE FOR FIELD -VERIFYING THEIR LOCATION. THE CONTRACTOR MUST COORDINATE THE
RELOCATION OF TRAFFIC SIGNS WITH THE ENTITY WITH JURISDICTION OVER THE PROJECT.
5. ALL DIMENSIONS SHOWN ARE TO BOTTOM FACE OF CURB, EDGE OF PAVEMENT, OR EDGE OF BUILDING, EXCEPT WHEN
DIMENSION IS TO A PROPERTY LINE, STAKE OUT OF LOCATIONS OF INLETS, LIGHT POLES, ETC. MUST BE PERFORMED IN STRICT
ACCORDANCE WITH THE DETAILS, UNLESS NOTED CLEARLY OTHERWISE.
GRADING NOTES
(Rev.1 /2020)
1. THE GENERAL NOTES MUST BE INCLUDED AS PART OF THIS ENTIRE DOCUMENT PACKAGE AND ARE PART OF THE CONTRACT
DOCUMENTS. THE GENERAL NOTES ARE REFERENCED HEREIN, AND THE CONTRACTOR MUST REFER TO THEM AND FULLY
COMPLY WITH THESE NOTES, IN THEIR ENTIRETY. THE CONTRACTOR MUST BE FAMILIAR WITH AND ACKNOWLEDGE FAMILIARITY
WITH ALL OF THE GENERAL NOTES AND ALL OF THE PLANS' SPECIFIC NOTES.
2. SITE GRADING MUST BE PERFORMED IN ACCORDANCE WITH THESE PLANS AND SPECIFICATIONS AND THE RECOMMENDATIONS
SET FORTH IN THE GEOTECHNICAL REPORT AS REFERENCED IN THIS PLAN SET. IF NO GEOTECHNICAL REPORT HAS BEEN
REFERENCED, THE CONTRACTOR MUST HAVE A GEOTECHNICAL ENGINEER PROVIDE WRITTEN SPECIFICATIONS AND
RECOMMENDATIONS PRIOR TO THE CONTRACTOR COMMENCING THE GRADING WORK. THE CONTRACTOR MUST FOLLOW THE
REQUIREMENTS OF ALL MUNICIPAL, COUNTY, STATE, AND FEDERAL LAWS, WHICH HAVE JURISDICTION OVER THIS PROJECT.
3. THE CONTRACTOR IS REQUIRED TO SECURE ALL NECESSARY AND/OR REQUIRED PERMITS AND APPROVALS FOR ALL OFF -SITE
MATERIAL SOURCES AND DISPOSAL FACILITIES. THE CONTRACTOR MUST SUPPLY A COPY OF APPROVALS TO THE ENGINEER OF
RECORD AND THE OWNER PRIOR TO THE CONTRACTOR COMMENCING ANY WORK.
4. THE CONTRACTOR IS FULLY RESPONSIBLE FOR VERIFYING EXISTING TOPOGRAPHIC INFORMATION AND UTILITY INVERT
ELEVATIONS PRIOR TO COMMENCING ANY CONSTRUCTION. SHOULD DISCREPANCIES BETWEEN THE PLANS AND INFORMATION
OBTAINED THROUGH FIELD VERIFICATIONS BE IDENTIFIED OR EXIST, THE CONTRACTOR MUST IMMEDIATELY NOTIFY THE
ENGINEER OF RECORD, IN WRITING.
5. THE CONTRACTOR IS RESPONSIBLE FOR REMOVING AND REPLACING ALL UNSUITABLE MATERIALS WITH SUITABLE MATERIALS AS
SPECIFIED IN THE GEOTECHNICAL REPORT. THE CONTRACTOR MUST COMPACT ALL EXCAVATED OR FILLED AREAS IN STRICT
ACCORDANCE WITH THE GEOTECHNICAL REPORTS GUIDANCE. 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. THIS REPORT MUST VERIFY 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 WHICH ARE IN EFFECT AND WHICH ARE APPLICABLE TO THE PROJECT. SUBBASE MATERIAL FOR
SIDEWALKS, CURB, OR ASPHALT MUST BE FREE OF ORGANICS AND OTHER UNSUITABLE MATERIALS. SHOULD SUBBASE BE
DEEMED UNSUITABLE BY OWNERIDEVELOPER, OR OWNER/DEVELOPER'S REPRESENTATIVE, SUBBASE MUST BE REMOVED AND
FILLED WITH APPROVED FILL MATERIAL, COMPACTED AS THE GEOTECHNICAL REPORT DIRECTS. 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.
6. THE TOPS OF EXISTING MANHOLES, INLET STRUCTURES, AND SANITARY CLEANOUT MUST BE ADJUSTED, AS NECESSARY, TO
MATCH PROPOSED FINISHED GRADES WITH NO TRIPPING OR SAFETY HAZARD IN ACCORDANCE WITH ALL APPLICABLE
STANDARDS, REQUIREMENTS, RULES, STATUTES, LAWS, ORDINANCES AND CODES.
T IN THE EVENT OF A DISCREPANCY(IES) AND/OR A CONFLICT(S) BETWEEN PLANS, OR RELATIVE TO OTHER PLANS, THE GRADING
PLAN TAKES PRECEDENCE AND CONTROLS. THE CONTRACTOR MUST IMMEDIATELY NOTIFY THE ENGINEER OF RECORD, IN
WRITING, OF ANY DISCREPANCY(IES) AND/OR CONFLICT(S).
8. THE CONTRACTOR IS RESPONSIBLE TO IMPORT FILL OR EXPORT EXCESS MATERIAL AS NECESSARY TO CONFORM TO THE
PROPOSED GRADING, AND TO BACKFILL EXCAVATIONS FOR THE INSTALLATION OF UNDERGROUND IMPROVEMENTS.
ACCESSIBILITY DESIGN GUIDELINES (Rev-112020)
1. ALL ACCESSIBLE (A.K.A. ADA) COMPONENTS AND ACCESSIBLE ROUTES MUST BE CONSTRUCTED TO MEET, AT A MINIMUM, THE
MORE STRINGENT OF: (A) THE REQUIREMENTS OF THE "AMERICANS WITH DISABILITIES ACT" (ADA) CODE (42 U.S.C. § 12101 ET
SEQ. AND 42 U.S.C. § 4151 ET SEQ.); AND (B) ANY APPLICABLE LOCAL AND STATE GUIDELINES, AND ANY AND ALL AMENDMENTS TO
BOTH, WHICH ARE IN EFFECT WHEN THESE PLANS WERE COMPLETED.
2. THE CONTRACTOR MUST REVIEW ALL DOCUMENTS REFERENCED IN THESE NOTES FOR ACCURACY, COMPLIANCE AND
CONSISTENCY WITH INDUSTRY GUIDELINES.
3. THE CONTRACTOR MUST EXERCISE APPROPRIATE CARE AND PRECISION IN CONSTRUCTION OF ACCESSIBLE (ADA) COMPONENTS
AND ACCESSIBLE ROUTES FOR THE SITE. FINISHED SURFACES ALONG THE ACCESSIBLE ROUTE OF TRAVEL FROM PARKING
SPACES, PUBLIC TRANSPORTATION, PEDESTRIAN ACCESS, AND INTER -BUILDING ACCESS, TO POINTS OF ACCESSIBLE BUILDING
ENTRANCE/EXIT, MUST COMPLY WITH THE ACCESSIBLE GUIDELINES AND REQUIREMENTS WHICH INCLUDE, BUT ARE NOT LIMITED
TO THE FOLLOWING:
A. ACCESSIBLE PARKING SPACES AND ACCESS AISLES SLOPES MUST NOT EXCEED 1:50 (2.0%) IN ANY DIRECTION.
B. PATH OF TRAVEL ALONG ACCESSIBLE ROUTE MUST PROVIDE A 36-INCHES MINIMUM WIDTH (48-INCHES PREFERRED), OR AS
SPECIFIED BY THE GOVERNING AGENCY. UNOBSTRUCTED WIDTH OF TRAVEL (CAR OVERHANGS AND/OR HANDRAILS) MUST
NOT REDUCE THIS MINIMUM WIDTH. THE SLOPE MUST NOT EXCEED 1:20 (5.0%) IN THE DIRECTION OF TRAVEL AND MUST NOT
EXCEED 1:50 (2.0%) IN CROSS SLOPE. WHERE ACCESSIBLE PATH OF TRAVEL IS GREATER THAN 1:20 (5.0%), AN ACCESSIBLE
RAMP MUST BE PROVIDED. ALONG THE ACCESSIBLE PATH OF TRAVEL, OPENINGS MUST NOT EXCEED 1/2-INCH IN WIDTH.
VERTICAL CHANGES OF UP TO 1/2-INCH ARE PERMITTED ONLY IF THEY INCLUDES A 1/4-INCH BEVEL AT A SLOPE NOT STEEPER
THAN 1:2. NO VERTICAL CHANGES OVER 1/4-INCH ARE PERMITTED.
C. ACCESSIBLE RAMPS MUST NOT EXCEED A SLOPE OF 1:12 (8.3%) AND A RISE OF 30-INCHES. LEVEL LANDINGS MUST BE
PROVIDED AT EACH END OF ACCESSIBLE RAMPS. LANDING MUST PROVIDE POSITIVE DRAINAGE AWAY FROM STRUCTURES,
AND MUST NOT EXCEED 1:50 (2.0%) SLOPE IN ANY DIRECTION. RAMPS THAT CHANGE DIRECTION BETWEEN RUNS AT
LANDINGS MUST HAVE A CLEAR LANDING OF A MINIMUM OF 60-INCHES BY 60-INCHES. HAND RAILS ON BOTH SIDES OF THE
RAMP MUST BE PROVIDED ON AN ACCESSIBLE RAMP WITH A RISE GREATER THAN 6-INCHES.
D. ACCESSIBLE CURB RAMPS MUST NOT EXCEED A SLOPE OF 1:12 (8.3%). WHERE FLARED SIDES ARE PROVIDED, THEY MUST
NOT EXCEED 1:10 (10%) SLOPE. LEVEL LANDING MUST BE PROVIDED AT RAMPS TOP AT A MINIMUM OF 36-INCHES LONG
(48-INCHES PREFERRED). IN ALTERATIONS, WHEN THERE IS NO LANDING AT THE TOP, FLARE SIDES SLOPES MUST NOT
EXCEED A SLOPE OF 1:12 (8.3%).
E. DOORWAY LANDINGS AREAS MUST BE PROVIDED ON THE EXTERIOR SIDE OF ANY DOOR LEADING TO AN ACCESSIBLE PATH
OF TRAVEL. THIS LANDING MUST BE SLOPED AWAY FROM THE DOOR NO MORE THAN 1:50 (2.0%) FOR POSITIVE DRAINAGE.
THIS LANDING AREA MUST BE NO FEWER THAN 60-INCHES (5 FEET) LONG, EXCEPT WHERE OTHERWISE CLEARLY PERMITTED
BY ACCESSIBLE STANDARDS FOR ALTERNATIVE DOORWAY OPENING CONDITIONS. (SEE ICC/ANSI A117.1-2009 AND OTHER
REFERENCES INCORPORATED BY CODE).
F. WHEN THE PROPOSED CONSTRUCTION INVOLVES RECONSTRUCTION, MODIFICATION, REVISION OR EXTENSION OF OR TO
ACCESSIBLE COMPONENTS FROM EXISTING DOORWAYS OR SURFACES, THE CONTRACTOR MUST VERIFY ALL 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 ENGINEER OF RECORD, IN WRITING, OF ANY DISCREPANCIES AND/OR FIELD CONDITIONS THAT
DIFFER IN ANY WAY OR IN ANY RESPECT FROM WHAT IS SHOWN ON THE PLANS BEFORE COMMENCING ANY WORK.
CONSTRUCTED IMPROVEMENTS MUST FALL WITHIN THE MAXIMUM AND MINIMUM LIMITATIONS IMPOSED BY THE BARRIER
FREE REGULATIONS AND THE ACCESSIBLE GUIDELINES.
G. THE CONTRACTOR MUST VERIFY ALL OF THE SLOPES OF THE CONTRACTOR'S FORMS PRIOR TO POURING CONCRETE. IF ANY
NON-CONFORMANCE EXISTS OR IS OBSERVED OR DISCOVERED, THE CONTRACTOR MUST IMMEDIATELY NOTIFY THE
ENGINEER OF RECORD, IN WRITING, PRIOR TO POURING CONCRETE. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR ALL
COSTS TO REMOVE, REPAIR AND/OR REPLACE NON -CONFORMING CONCRETE AND/OR PAVEMENT SURFACES.
4. IT IS STRONGLY RECOMMENDED THAT THE CONTRACTOR REVIEW THE INTENDED CONSTRUCTION TO ENSURE SAME IS
CONSISTENT WITH THE LOCAL BUILDING CODE PRIOR TO COMMENCING CONSTRUCTION.
DEMOLITION NOTES
(Rev. 1/2020) SOIL EROSION A SEDIMENT CONTROL PLAN NOTES (Rev.1/2020)
1. THE GENERAL NOTES MUST BE INCLUDED AS PART OF THIS ENTIRE DOCUMENT PACKAGE AND ARE PART OF THE
CONTRACT DOCUMENTS. THE GENERAL NOTES ARE REFERENCED HEREIN, AND THE CONTRACTOR MUST REFER TO
THEM AND FULLY COMPLY WITH THESE NOTES, IN THEIR ENTIRETY. THE CONTRACTOR MUST BE FAMILIAR WITH AND
ACKNOWLEDGE FAMILIARITY WITH ALL OF THE GENERAL NOTES AND ALL OF THE PLANS' SPECIFIC NOTES.
2. THE CONTRACTOR MUST CONDUCT DEMOLITION/REMOVALS ACTIVITIES IN SUCH A MANNER AS TO ENSURE MINIMUM
INTERFERENCE WITH ROADS, STREETS, SIDEWALKS, WALKWAYS, AND ALL OTHER ADJACENT FACILITIES. THE
CONTRACTOR MUST OBTAIN ALL APPLICABLE PERMITS FROM THE APPROPRIATE GOVERNMENTAL AUTHORITY IES
PRIOR TO THE COMMENCEMENT OF ANY ROAD OPENING OR DEMOLITION ACTIVITIES IN OR ADJACENT TO THE
RIGHT-OF-WAY.
3. WHEN DEMOLITION -RELATED ACTIVITIES IMPACT ROADWAYS AND/OR ROADWAY RIGHT-OF-WAY THE CONTRACTOR
MUST PROVIDE TRAFFIC CONTROL AND GENERALLY ACCEPTED SAFE PRACTICES IN CONFORMANCE WITH THE
CURRENT FEDERAL HIGHWAY ADMINISTRATION "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES" (MUTCD), AND THE
FEDERAL STATE AND LOCAL REGULATIONS.
4. THE DEMOLITION AND/OR REMOVALS PLAN IS INTENDED TO PROVIDE GENERAL INFORMATION AND TO IDENTIFY ONLY
CONDITIONS REGARDING ITEMS TO BE DEMOLISHED REMOVED AND/OR TO REMAIN.
A. THE CONTRACTOR MUST ALSO REVIEW ALL CONSTRUCTION DOCUMENTS AND INCLUDE WITHIN THE DEMOLITION
ACTIVITIES ALL INCIDENTAL WORK NECESSARY FOR THE CONSTRUCTION OF THE NEW SITE IMPROVEMENTS.
B. THIS PLAN IS NOT INTENDED TO AND DOES NOT PROVIDE DIRECTION REGARDING THE MEANS METHODS,
SEQUENCING TECHNIQUES AND PROCEDURES TO BE EMPLOYED TO ACCOMPLISH THE WORK. ALL MEANS
METHODS SEQUENCING TECHNIQUES AND PROCEDURES TO BE USED MUST BE IN STRICT ACCORDANCE AND
CONFORMANCE WITH ALL STATE, FEDERAL, LOCAL, AND JURISDICTIONAL REQUIREMENTS. THE CONTRACTOR
MUST COMPLY WITH ALL OSHA AND OTHER SAFETY PRECAUTIONS NECESSARY TO PROVIDE A SAFE WORK SITE
FOR THE CONTRACTOR AND THE PUBLIC.
E N R M T PR VIDE ALL "M H D AND MEAN " NE E AR PREVENT M VEME T E EMENT
5 TH CO TRACTO US O ET O S S C SS YTO O N S TTL
OR COLLAPSE OF EXISTING STRUCTURES AND ANY OTHER IMPROVEMENTS THAT ARE REMAINING ON OR OFF SITE.
THE CONTRACTOR, AT THE CONTRACTOR'S SOLE COST, MUST REPAIR ALL DAMAGE TO ALL ITEMS AND FEATURES THAT
ARE TO REMAIN. CONTRACTOR MUST USE NEW MATERIAL FOR ALL REPAIRS. CONTRACTOR'S REPAIRS MUST INCLUDE
THE RESTORATION OF ALL ITEMS AND FEATURES REPAIRED TO THEIR PRE -DEMOLITION CONDITION, OR BETTER.
CONTRACTOR MUST PERFORM ALL REPAIRS AT THE CONTRACTOR'S SOLE EXPENSE.
6. ENGINEER OF RECORD AND/OR BOHLER ARE NOT RESPONSIBLE FOR JOB SITE SAFETY OR SUPERVISION. THE
CONTRACTOR MUST PROCEED WITH THE DEMOLITION IN A SYSTEMATIC AND SAFE MANNER, COMPLYING WITH ALL
OSHA REQUIREMENTS, TO ENSURE PUBLIC AND CONTRACTOR SAFETY AND SAFETY TO ALL PROPERTY ON THE SITE
OR ADJACENT OR NEAR TO THE SAME.
7. THE CONTRACTOR IS RESPONSIBLE FOR JOB SITE SAFETY, WHICH MUST INCLUDE, BUT IS NOT LIMITED TO, THE
INSTALLATION AND MAINTENANCE OF BARRIERS, FENCING, OTHER APPROPRIATE AND/OR NECESSARY SAFETY
FEATURES AND ITEMS NECESSARY TO PROTECT THE PUBLIC FROM AREAS OF CONSTRUCTION AND CONSTRUCTION
ACTIVITIES. THE CONTRACTOR MUST SAFEGUARD THE SITE AS NECESSARY TO PERFORM THE DEMOLITION IN SUCH A
MANNER AS TO PREVENT THE ENTRY OF ALL UNAUTHORIZED PERSONS AT ANY TIME, TO OR NEAR THE DEMOLITION
AREA.
8. PRIOR TO THE COMMENCEMENT OF ANY SITE ACTIVITY AND ANY DEMOLITION ACTIVITY, THE CONTRACTOR MUST, IN
WRITING, RAISE ANY QUESTIONS CONCERNING THE ACCURACY OR INTENT OF THESE PLANS AND/OR SPECIFICATIONS,
ALL CONCERNS OR QUESTIONS REGARDING THE APPLICABLE SAFETY STANDARDS, AND/OR THE SAFETY OF THE
CONTRACTOR AND/OR THIRD PARTIES IN PERFORMING THE WORK ON THIS PROJECT. ANY SUCH CONCERNS MUST BE
CONVEYED TO THE ENGINEER OF RECORD AND/OR BOHLER , IN WRITING AND MUST ADDRESS ALL ISSUES AND ITEMS
RESPONDED TO, BY THE ENGINEER OF RECORD AND/OR BY BOHLER , IN WRITING. 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.
9. THE CONTRACTOR MUST BECOME FAMILIAR WITH THE APPLICABLE UTILITY SERVICE PROVIDER REQUIREMENTS AND IS
RESPONSIBLE FOR ALL COORDINATION REGARDING UTILITY DEMOLITION AND/OR DISCONNECTION 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, REMOVED AND/OR ABANDONED IN ACCORDANCE WITH
THE JURISDICTION AND UTILITY COMPANY REQUIREMENTS AND ALL OTHER APPLICABLE REQUIREMENTS, RULES,
STATUTES, LAWS, ORDINANCES AND CODES.
10. PRIOR TO COMMENCING ANY DEMOLITION, THE CONTRACTOR MUST:
A. OBTAIN ALL REQUIRED PERMITS AND MAINTAIN THE SAME ON SITE FOR REVIEW BY THE ENGINEER AND ALL PUBLIC
AGENCIES WITH JURISDICTION THROUGHOUT THE DURATION OF THE PROJECT, SITE WORK, AND DEMOLITION
WORK.
B. NOTIFY, AT A MINIMUM, THE MUNICIPAL ENGINEER, DESIGN ENGINEER, AND LOCAL SOIL CONSERVATION
JURISDICTION, AT LEAST 72 BUSINESS HOURS PRIOR TO THE COMMENCEMENT OF WORK
C. INSTALL THE REQUIRED SOIL EROSION AND SEDIMENT CONTROL MEASURES PRIOR TO SITE DISTURBANCE, AND
MAINTAIN SAID CONTROLS UNTIL SITE IS STABILIZED
D. IN ACCORDANCE WITH STATE LAW, THE CONTRACTOR MUST CALL THE STATE ONE -CALL DAMAGE PROTECTION
SYSTEM FOR UTILITY MARK OUT, IN ADVANCE OF ANY EXCAVATION.
E. LOCATE AND PROTECT ALL UTILITIES AND SERVICES, INCLUDING BUT NOT LIMITED TO GAS, WATER, ELECTRIC,
SANITARY AND STORM SEWER, TELEPHONE, CABLE, FIBER OPTIC CABLE, ETC. WITHIN AND ADJACENT TO THE
LIMITS OF PROJECT ACTIVITIES. THE CONTRACTOR MUST USE AND COMPLY WITH THE REQUIREMENTS OF THE
APPLICABLE UTILITY NOTIFICATION SYSTEM TO LOCATE ALL UNDERGROUND UTILITIES.
F. PROTECT AND MAINTAIN IN OPERATION, ALL ACTIVE UTILITIES AND SYSTEMS THAT ARE NOT BEING REMOVED
DURING ANY DEMOLITION ACTIVITIES.
G. ARRANGE FOR AND COORDINATE WITH THE APPLICABLE UTILITY SERVICE PROVIDERS) FOR THE TEMPORARY OR
PERMANENT TERMINATION OF SERVICE REQUIRED BY THE PROJECT PLANS AND SPECIFICATIONS REGARDING THE
METHODS AND MEANS TO CONSTRUCT SAME. THESE ARE NOT THE ENGINEER OF RECORD'S RESPONSIBILITY. IN
THE EVENT OF ABANDONMENT, THE CONTRACTOR MUST PROVIDE THE UTILITY ENGINEER AND OWNER WITH
IMMEDIATE WRITTEN NOTIFICATION THAT THE EXISTING UTILITIES AND SERVICES HAVE BEEN TERMINATED AND
ABANDONED IN ACCORDANCE WITH JURISDICTIONAL AND UTILITY COMPANY REQUIREMENTS.
H. ARRANGE FOR AND COORDINATE WITH THE APPLICABLE UTILITY SERVICE PROVIDERS) REGARDING WORKING
"OFF-PEAK" HOURS OR ON WEEKENDS AS NECESSARY OR AS REQUIRED TO MINIMIZE THE IMPACT ON, OF AND TO
THE AFFECTED PARTIES. WORK REQUIRED TO BE PERFORMED "OFF-PEAK" IS TO BE PERFORMED AT NO
ADDITIONAL COST TO THE OWNER.
I. IN THE EVENT THE CONTRACTOR DISCOVERS ANY HAZARDOUS MATERIAL, THE REMOVAL OF WHICH IS NOT
ADDRESSED IN THE PROJECT PLANS AND SPECIFICATIONS, OR THE CONTRACT WITH THE OWNER/DEVELOPER,
THE CONTRACTOR MUST IMMEDIATELY CEASE ALL WORK IN THE AREA OF DISCOVERY, AND IMMEDIATELY NOTIFY,
IN WRITING AND VERBALLY, THE OWNER AND ENGINEER OF RECORD AND BOHLER , THE DISCOVERY OF SUCH
MATERIALS TO PURSUE PROPER AND COMPLIANT REMOVAL OF SAME.
11. THE CONTRACTOR MUST ENSURE THAT ANY EXISTING ASBESTOS -CONTAINING MATERIALS ENCOUNTERED ARE
PROPERLY REMOVED FROM THE SUBJECT PREMISES AND ARE DISPOSED OF IN ACCORDANCE WITH FEDERAL, STATE,
AND LOCAL REQUIREMENTS, PRIOR TO THE COMMENCEMENT OF DEMOLITION ON SITE AND MUST PERFORM ALL
AGENCY NOTIFICATIONS AS REQUIRED, AT THE CONTRACTOR'S SOLE EXPENSE.
12. THE CONTRACTOR MUST NOT PERFORM ANY EARTH MOVEMENT ACTIVITIES, DEMOLITION OR REMOVAL OF
FOUNDATION WALLS, FOOTINGS, OR OTHER MATERIALS WITHIN THE LIMITS OF DISTURBANCE, UNLESS SAME IS IN
STRICT ACCORDANCE AND CONFORMANCE WITH THE PROJECT PLANS AND SPECIFICATIONS, OR PURSUANT TO THE
WRITTEN DIRECTION OF THE OWNER'S STRUCTURAL OR GEOTECHNICAL ENGINEER.
13, DEMOLITION ACTIVITIES AND EQUIPMENT MUST NOT USE OR INCLUDE AREAS OUTSIDE THE DEFINED PROJECT LIMIT
LINE, WITHOUT SPECIFIC WRITTEN PERMISSION AND AUTHORITY OF AND FROM THE OWNER AND ALL GOVERNMENTAL
AGENCIES WITH JURISDICTION.
14. THE CONTRACTOR MUST BACKFILL ALL EXCAVATION RESULTING FROM, OR INCIDENTAL TO, DEMOLITION ACTIVITIES.
BACKFILL MUST BE ACCOMPLISHED WITH APPROVED BACKFILL MATERIALS AND MUST BE SUFFICIENTLY COMPACTED
TO SUPPORT ALL NEW IMPROVEMENTS AND MUST BE PERFORMED IN COMPLIANCE WITH THE RECOMMENDATIONS
AND GUIDANCE ARTICULATED IN THE GEOTECHNICAL REPORT. BACKFILLING MUST OCCUR IMMEDIATELY AFTER
DEMOLITION ACTIVITIES AND MUST BE PERFORMED SO AS TO PREVENT WATER ENTERING THE EXCAVATION. FINISHED
SURFACES MUST BE GRADED TO PROMOTE POSITIVE DRAINAGE. THE CONTRACTOR IS RESPONSIBLE FOR
COMPACTION TESTING AND MUST SUBMIT SUCH REPORTS AND RESULTS TO THE ENGINEER OF RECORD AND THE
OWNER.
15. EXPLOSIVES MUST NOT BE USED WITHOUT PRIOR WRITTEN CONSENT FROM BOTH THE OWNER AND ALL APPLICABLE,
NECESSARY AND REQUIRED GOVERNMENTAL AUTHORITIES. PRIOR TO COMMENCING ANY EXPLOSIVE PROGRAM
AND/OR ANY DEMOLITION ACTIVITIES, THE CONTRACTOR MUST ENSURE AND OVERSEE THE INSTALLATION OF ALL OF
THE REQUIRED PERMIT AND EXPLOSIVE CONTROL MEASURES THAT THE FEDERAL, STATE, AND LOCAL GOVERNMENTS
REQUIRE. THE CONTRACTOR IS ALSO RESPONSIBLE TO CONDUCT AND PERFORM ALL INSPECTION AND SEISMIC
VIBRATION TESTING THAT IS REQUIRED TO MONITOR THE EFFECTS ON ALL LOCAL STRUCTURES AND THE LIKE.
16. IN ACCORDANCE WITH FEDERAL, STATE, AND/OR LOCAL STANDARDS, THE CONTRACTOR MUST USE DUST CONTROL
MEASURES TO LIMIT AIRBORNE DUST AND DIRT RISING AND SCATTERING IN THE AIR. AFTER THE DEMOLITION IS
COMPLETE, THE CONTRACTOR MUST CLEAN ALL ADJACENT STRUCTURES AND IMPROVEMENTS TO REMOVE ALL DUST
AND DEBRIS WHICH THE DEMOLITION OPERATIONS CAUSE. THE CONTRACTOR IS RESPONSIBLE FOR RETURNING ALL
ADJACENT AREAS TO THEIR "PRE -DEMOLITION" CONDITION AT CONTRACTOR'S SOLE COST.
17. 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 OUTSIDE OF APPROVED AREAS WILL NOT BE PERMITTED,
INCLUDING BUT NOT LIMITED TO, THE PUBLIC RIGHT-OF-WAY.
18. THE CONTRACTOR MUST MAINTAIN A RECORD SET OF PLANS WHICH INDICATES THE LOCATION OF EXISTING UTILITIES
THAT ARE CAPPED, ABANDONED IN PLACE, OR RELOCATED DUE TO DEMOLITION ACTIVITIES. THIS RECORD DOCUMENT
MUST BE PREPARED IN A NEAT AND WORKMAN -LIKE MANNER AND TURNED OVER TO THE OWNER/DEVELOPER UPON
COMPLETION OF THE WORK, ALL OF WHICH IS AT THE CONTRACTOR'S SOLE COST.
19. THE CONTRACTOR MUST EMPTY, CLEAN AND REMOVE FROM THE SITE ALL UNDERGROUND STORAGE TANKS, IF
ENCOUNTERED, IN ACCORDANCE WITH FEDERAL, STATE, COUNTY AND LOCAL REQUIREMENTS, PRIOR TO CONTINUING
CONSTRUCTION IN THE AREA AROUND THE TANK WHICH EMPTYING, CLEANING AND REMOVAL ARE AT THE
CONTRACTOR'S SOLE COST.
1. THE GENERAL NOTES MUST BE INCLUDED AS PART OF THIS ENTIRE DOCUMENT PACKAGE AND ARE PART OF THE CONTRACT
DOCUMENTS. THE GENERAL NOTES ARE REFERENCED HEREIN, AND THE CONTRACTOR MUST REFER TO THEM AND FULLY
COMPLY WITH THESE NOTES, IN THEIR ENTIRETY. THE CONTRACTOR MUST BE FAMILIAR WITH AND ACKNOWLEDGE FAMILIARITY
WITH ALL OF THE GENERAL NOTES AND ALL OF THE PLANS' SPECIFIC NOTES.
R I L E T RM E VIRGINIA DELINE F R RBAN ER I AND EDI E
2 E OS ON CONTRO MEASUR S MUS CONFO TO TH GUI S O U OS ON S M NT
CONTROL UNLESS OTHERWISE NOTED OR UNLESS ENGINEER CLEARLY AND SPECIFICALLY IN WRITING DIRECTS OTHERWISE.
INSTALLATION OF EROSION CONTROL, CLEARING, AND SITE WORK MUST BE PERFORMED EXACTLY AS INDICATED IN THE EROSION
CONTROL CONSTRUCTION NOTES.
T E DI T RBED LAND AREA F THI I E P XIMAT 0.70 A RE .
3 H S U O SST IS AP RO C S
4. THE FOLLOWING EROSION CONTROL MEASURES ARE PRO S F R HI ITE:
A- STABILIZED CONSTRUCTION ENTRANCE/ EXIT- A TEMPORARY GRAVEL CONSTRUCTION ENTRANCE/EXIT IS TO BE INSTALLED
AT THE DESIGNATED LOCATION SHOWN ON THE PLAN. THIS AREA MUST BE GRADED SO THAT RUNOFF WATER WILL BE
RETAINED ON -SITE.
B. SEDIMENT FENCE - INSTALL SILT FENCES) AND/OR SILT SOCK AROUND ALL OF THE DOWNSLOPE PERIMETERS OF THE SITE,
TEMPORARY FILL AND SOIL STOCKPILES.
C. INSTALL FILTER FABRIC DROP INLET PROTECTION AROUND EACH DRAINAGE INLET AS DRAINAGE STRUCTURES ARE
INSTALLED TO REDUCE THE QUANTITY OF SEDIMENT. INSTALL TEMPORARY INLET PROTECTION ON INLETS DOWNSLOPE FROM
DISTURBANCE WHICH MAY BE BEYOND THE LIMITS OF DISTURBED AREA.
5. INSTALLATION OF EROSION CONTROL DEVICES MUST BE IN ACCORDANCE WITH ALL OF THE MANUFACTURER'S
RECOMMENDATIONS.
6. THE CONTRACTOR MUST INSPECT EROSION CONTROL MEASURES WEEKLY. THE CONTRACTOR MUST REMOVE ANY SILT DEPOSITS
GREATER THAN 6" COLLECTED ON THE FILTER FABRIC AND/OR SILT SOCK BARRIERS AND EXCAVATE AND REMOVE ANY SILT
FROM DROP INLET PROTECTION.
7. THE CONTRACTOR MUST APPLY TEMPORARY SEED AND MULCH TO ALL DISTURBED AREAS THAT WILL NOT BE BROUGHT TO
FINISHED GRADE AND VEGETATED WITHIN 7 DAYS. WHEN AREAS ARE DISTURBED AFTER THE GROWING SEASON, THE
CONTRACTOR MUST STABILIZE SAME WITH GEOTEXTILE FABRIC AND MAINTAIN SAME IN STRICT ACCORDANCE WITH BEST
MANAGEMENT PRACTICES.
8. THE CONTRACTOR MUST INSTALL ADDITIONAL EROSION CONTROL MEASURES IF ENGINEER SO REQUIRES, TO PREVENT ANY,
INCLUDING THE INCIDENTAL, DISCHARGE OF SILT -LADEN RUNOFF FROM EXITING THE SITE.
9. THE CONTRACTOR MUST BE RESPONSIBLE FOR INSPECTING AND MAINTAINING ALL EROSION CONTROL MEASURES ON THE SITE
UNTIL PERMANENT PAVING AND TURFMNDSCAPING IS ESTABLISHED. THE COSTS OF INSTALLING AND MAINTAINING THE EROSION
CONTROL MEASURES MUST BE INCLUDED IN THE BID PRICE FOR THE SITE WORK AND THE CONTRACTOR IS RESPONSIBLE FOR
ALL SUCH COSTS.
10. THE CONTRACTOR MUST CONTINUE TO MAINTAIN ALL EROSION CONTROL MEASURES UNTIL THE COMPLETION OF CONSTRUCTION
AND THE ESTABLISHMENT OF VEGETATION.
11. THE CONTRACTOR MUST REMOVE EROSION CONTROL MEASURES, SILT AND DEBRIS AFTER ESTABLISHING PERMANENT
VEGETATION COVER OR OTHER INSTALLING A DIFFERENT, SPECIFIED METHOD OF STABILIZATION.
12. THIS PLAN REPRESENTS THE MINIMUM LEVEL OF IMPLEMENTATION OF TEMPORARY EROSION AND SEDIMENTATION CONTROL
FACILITIES, MEASURES AND STRUCTURES. ADDITIONAL FACILITIES, MEASURES AND STRUCTURES MUST BE INSTALLED WHERE
NECESSARY TO COMPLY WITH ALL APPLICABLE CODES AND STANDARDS AND/OR TO PREVENT ANY, INCLUDING THE INCIDENTAL
DISCHARGE OF SILT -LADEN RUNOFF FROM EXITING THE SITE.
13. THE CONTRACTOR MUST PROTECT ALL EXISTING TREES AND SHRUBS. THE CONTRACTOR MUST REFER TO THE LANDSCAPE
AND/OR DEMOLITION PLAN(S) FOR TREE PROTECTION, FENCE LOCATIONS AND DETAILS.
14. THE CONTRACTOR MUST REFER TO GRADING PLANS FOR ADDITIONAL INFORMATION.
15. THE CONTRACTOR MUST CLEAN EXISTING AND PROPOSED DRAINAGE STRUCTURES AND INTERCONNECTING PIPES ON OR
OFF -SITE AS THE JURISDICTIONAL AGENCY REQUIRES, BOTH AT THE TIME OF SITE STABILIZATION AND AT END OF PROJECT.
16. SOIL EROSION CONTROL MEASURES MUST BE ADJUSTED OR RELOCATED BY THE CONTRACTOR AS IDENTIFIED DURING SITE
OBSERVATION IN ORDER TO MAINTAIN THE COMPLETE EFFECTIVENESS OF ALL CONTROL MEASURES.
17. THE CONTRACTOR MUST IDENTIFY, ON THE PLAN, THE LOCATION OF WASTE CONTAINERS, FUEL STORAGE TANKS, CONCRETE
WASHOUT AREAS AND ANY OTHER LOCATIONS WHERE HAZARDOUS MATERIALS ARE STORED.
DRAINAGE AND UTILITY NOTES (Rev.1/2020)
1. THE GENERAL NOTES MUST BE INCLUDED AS PART OF THIS ENTIRE DOCUMENT PACKAGE AND ARE PART OF THE CONTRACT
DOCUMENTS. THE GENERAL NOTES ARE REFERENCED HEREIN, AND THE CONTRACTOR MUST REFER TO THEM AND FULLY
COMPLY WITH THESE NOTES, IN THEIR ENTIRETY. THE CONTRACTOR MUST BE FAMILIAR WITH AND ACKNOWLEDGE FAMILIARITY
WITH ALL OF THE GENERAL NOTES AND ALL OF THE PLANS' SPECIFIC NOTES.
2. LOCATIONS OF ALL EXISTING AND PROPOSED SERVICES ARE APPROXIMATE,. AND THE CONTRACTOR MUST INDEPENDENTLY
VERIFY AND CONFIRM THOSE LOCATIONS AND SERVICES WITH LOCAL UTILITY COMPANIES PRIOR TO COMMENCING ANY
CONSTRUCTION OR EXCAVATION. THE CONTRACTOR MUST INDEPENDENTLY VERIFY AND CONFIRM ALL SANITARY CONNECTION
POINTS AND ALL OTHER UTILITY SERVICE CONNECTION POINTS IN THE FIELD, PRIOR TO COMMENCING ANY CONSTRUCTION. THE
CONTRACTOR MUST REPORT ALL DISCREPANCIES, ERRORS AND OMISSIONS IN WRITING, TO THE ENGINEER OF RECORD.
3. THE CONTRACTOR MUST VERTICALLY AND HORIZONTALLY LOCATE ALL UTILITIES AND SERVICES INCLUDING, BUT NOT LIMITED
TO, GAS, WATER, ELECTRIC, SANITARY AND STORM, 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 OF THE UNDERGROUND UTILITIES. THE
CONTRACTOR IS RESPONSIBLE FOR REPAIRING ALL DAMAGE TO ANY EXISTING UTILITIES WHICH OCCUR DURING
CONSTRUCTION, AT NO COST TO THE OWNER AND AT CONTRACTOR'S SOLE COST AND EXPENSE. THE CONTRACTOR MUST
BEAR ALL COSTS ASSOCIATED WITH DAMAGE TO ANY EXISTING UTILITIES WHICH OCCURS DURING CONSTRUCTION.
4. THE CONTRACTOR MUST FIELD VERIFY THE PROPOSED INTERFACE POINTS (CROSSINGS) WITH EXISTING UNDERGROUND
UTILITIES BY USING A TEST PIT TO CONFIRM EXACT DEPTH, PRIOR TO COMMENCEMENT OF CONSTRUCTION.
5. STORMWATER ROOF DRAIN LOCATIONS ARE BASED ON ARCHITECTURAL PLANS. THE CONTRACTOR IS RESPONSIBLE FOR
VERIFYING LOCATIONS OF SAME BASED UPON FINAL ARCHITECTURAL PLANS.
6. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING SITE PLAN DOCUMENTS AND ARCHITECTURAL PLANS FOR EXACT
BUILDING UTILITY CONNECTION LOCATIONS, GREASE TRAP REQUIREMENTS AND DETAILS, DOOR ACCESS, AND EXTERIOR
GRADING. THE ARCHITECT WILL DETERMINE THE UTILITY SERVICE SIZES. THE CONTRACTOR MUST COORDINATE INSTALLATION
OF UTILITY 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 OF THE APPLICABLE JURISDICTION AND REGULATORY AGENCIES 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 DOCUMENTS AND THE ARCHITECTURAL PLANS, OR WHERE ARCHITECTURAL PLAN UTILITY CONNECTION
POINTS DIFFER, THE CONTRACTOR MUST IMMEDIATELY NOTIFY THE ENGINEER OF RECORD, IN WRITING, AND PRIOR TO
CONSTRUCTION, MUST RESOLVE SAME.
7. ALL FILL, COMPACTION, AND BACKFILL MATERIALS REQUIRED FOR UTILITY INSTALLATION MUST BE EXACTLY AS PER THE
RECOMMENDATIONS PROVIDED IN THE GEOTECHNICAL REPORT AND THE CONTRACTOR MUST COORDINATE SAME 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 HAS NO LIABILITY OR RESPONSIBILITY FOR OR AS RELATED TO FILL, COMPACTION AND BACKFILL.
8. DURING THE INSTALLATION OF SANITARY, STORM, 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, IN ANY
RESPECT, FROM THE INFORMATION CONTAINED IN THESE PLANS. THIS RECORD MUST BE KEPT ON A CLEAN COPY OF THE SITE
PLAN, WHICH THE CONTRACTOR MUST PROMPTLY PROVIDE TO THE OWNER IMMEDIATELY UPON THE COMPLETION OF WORK.
9. THE CONTRACTOR MUST ENSURE THAT ALL UTILITY TRENCHES LOCATED IN EXISTING PAVED ROADWAYS INCLUDING SANITARY,
WATER AND STORM SYSTEMS, ARE REPAIRED IN ACCORDANCE WITH REFERENCED MUNICIPAL, COUNTY AND OR STATE DOT
DETAILS AS APPLICABLE. THE CONTRACTOR MUST COORDINATE INSPECTION AND APPROVAL OF COMPLETED WORK WITH THE
AGENCY WITH JURISDICTION OVER SAME.
10. FINAL LOCATIONS OF PROPOSED UTILITY POLES, AND/ OR POLES TO BE RELOCATED ARE AT THE SOLE DISCRETION OF THE
RESPECTIVE UTILITY COMPANY, REGARDLESS OF WHAT THIS PLAN DEPICTS.
11. WATER SERVICE MATERIALS, BURIAL DEPTH, AND COVER REQUIREMENTS MUST BE SPECIFIED BY THE LOCAL UTILITY COMPANY.
THE CONTRACTOR MUST CONTACT THE APPLICABLE MUNICIPALITY TO CONFIRM THE PROPER WATER METER AND VAULT, PRIOR
TO COMMENCING CONSTRUCTION.
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REVISIONS
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REV I DATE COMMENT I=-
' 1 6/18/2020 ADDR ENS COUNTY RTY
2 12I09/2020 DRESS COUNTY JPN
COMMENTS RTY
Know wha15 below.
Call before you dig.
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It's fast. It's free. Its the law.
ISSUED FOR
CONSTRUCTION
I I
¶1IS DRAWING IS @DETNED FOR NUN IC WA1 AMOR AGENCY REVIEW ANO
APPROVAL OIS NOT INN?t0E0 ASACONSTRUCTgN DOCUnENTUNLESS
WOICAim DTnERwsE.
PROJECT No.:
V194600
DRAWN BY:
EEN
CHECKED BY:
RTY
DATE:
03/18/2020
CAD I.D.:
1
PROJECT. VIRGINIA
STORMWATER
MANAGEMENT
PLAN
FOR
29TH PLACE DRIVE
THRU
LOCATION
1500 SEMINOLE TRAIL
CHARLOTTESVILLE, VA 22901
ALBEMARLE COUNTY
B HLERY
0
28 BLACKWELL PARK LANE, SUITE 201
WARRENTON, VIRGINIA 20186
Phone: (540)349-4500
Fax: (540) 349-0321
TH
Lic. No. 0402056625
12/09/2020
SHEET TITLE:
GENERAL
NOTES
SHEET NUMBER:
C-101
REVISION 2 - 9/25/2020
STANDARD DRAWING LEGEND
REVISED: 10/15/2019
VDOT GENERAL NOTES
FOR ENTIRE PLAN SET
LIMITOFWORK -LOW--LOW--
LIMIT OF DISTURBANCE LOD LOD
EXISTING NOTE TYPICAL NOTE TEXT PROPOSED NOTE
ONSITE PROPERTY
LINE / R.O.W. LINE
NEIGHBORING
- - PROPERTY LINE / - -
INTERIOR PARCEL LINE
EASEMENT -
LINE
-----_--_- SETBACK
LINE
CURB AND GUTTER
SPILL TRANSITION
CONCRETE CURB &
GUTTER
DEPRESSED CURB AND GUTTER
UTILITY POLE
WITH LIGHT
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LIGHT
TRAFFIC
LIGHT
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4
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TYPICAL
SIGN
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COUNTS
x
/ ^ \
- -170-
-
CONTOUR
190
-------------169-----------
LINE
87
TC516.4
SPOT
TC516.00
FTC 516.00
MATCH EX
OR 519..4
ELEVATIONS
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518.02
SAN
SANITARY
SAN
LABEL
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#
LABEL
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SANITARY SEWER
cL
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W
WATER LINE
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UNDERGROUND
E
ELECTRIC LINE
0
UNDERGROUND
G
GAS LINE
OW
OVERHEAD
OH
WIRE
T
UNDERGROUND
T
TELEPHONE LINE
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UNDERGROUND
C
CABLE LINE
STORM
- - - - - - - -
-
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EB
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EP
ELECTRIC
EP
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MONITORING
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BENCHMARK
BORING
STANDARD
ABBREVIATIONS
FOR ENTIRE PLAN SET
AC ACRES
ADA AMERICANS WITH
DISABILITY ACT
ARCH ARCHITECTURAL
BC BOTTOM OF CURB
BF BASEMENT FLOOR
BK BLOCK
BL BASELINE
BLDG BUILDING
BM BUILDING BENCHMARK
BRL BUILDING RESTRICTION LINE
CF CUBIC FEET
CL CENTERLINE
CMP CORRUGATED METAL PIPE
CONN CONNECTION
CONC CONCRETE
CPP CORRUGATED PLASTIC PIPE
CY CUBIC YARDS
DEC DECORATIVE
DEP DEPRESSED
DIP DUCTILE IRON PIPE
DOM DOMESTIC
ELEC ELECTRIC
ELEV ELEVATION
EP EDGE OF PAVEMENT
ES EDGE OF SHOULDER
EW END WALL
EX EXISTING
FES FLARED END SECTION
FF FINISHED FLOOR
FH FIRE HYDRANT
FG FINISHED GRADE
G GRADE
GF GARAGE FLOOR (AT DOOR)
GH GRADE HIGHER SIDE OF WALL
GL GRADE LOWER SIDE OF WALL
GIRT GRATE
GV GATE VALVE
HOPE 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 LANDSCAPES
MAX MAXIMUM
MIN MINIMUM
MH MANHOLE
MJ MECHANICALJDINT
OC ON CENTER
PA POINT OF ANALYSIS
PC POINT CURVATURE
PCCR POINT OF COMPOUND
CURVATURE, CURB RETURN
PI POINT OF INTERSECTION
POG POINT OF GRADE
PROP PROPOSED
PT POINT OF TANGENCY
PTCR POINT OF TANGENCY,
CURB RETURN
PVC POLYVINYL CHLORIDE PIPE
PVI POINT OF VERTICAL
INTERSECTION
PVT POINT OF VERTICAL TANGENCY
R RADIUS
RCP REINFORCED CONCRETE PIPE
RET WALL RETAINING WALL
RIW RIGHT OF WAY
S SLOPE
SAN SANITARY SEWER
SF SQUARE FEET
STA STATION
STM STORM
SAN SIDEWALK
TBR TO BE REMOVED
TBRL TO BE RELOCATED
TC TOP OF CURB.
TELE TELEPHONE
TPF TREE PROTECTION FENCE
TW TOP OF WALL
TYP TYPICAL
UG UNDERGROUND
UP UTILITY POLE
W WIDE
W/L WATER LINE
W/M WATER METER
i= PLUS OR MINUS
o DEGREE
0 DIAMETER
$ NUMBER
1. THESE PLANS WERE PREPARED IN ACCORDANCE WITH THE REQUIREMENTS OF (SELECT ONE):
• VDOT SECONDARY STREET ACCEPTANCE REQUIREMENTS (SSAR 24VAC-30-92 EFFECTIVE FEBRUARY 1, 2012 AND VDOT ROAD DESIGN MANUAL APPENDIX B1).
• VDOT SECONDARY STREET ACCEPTANCE REQUIREMENTS (SSAR 24VAC-30-92 EFFECTIVE FEBRUARY 1, 2012 AND VDOT ROAD DESIGN MANUAL APPENDIX B2 AS
APPROVED FOR USE IN DESIGNATED HIGH DENSITY DEVELOPMENT AREAS).
• VDOT ROAD DESIGN MANUAL APPENDIX C, RURAL AND URBAN GEOMETRIC DESIGN STANDARDS EFFECTIVE AT THE TIME OF VDOT RECOMMENDED PLAN
APPROVAL; LIST STANDARD USED: GS
2. VDOT APPROVED EXCEPTIONS/WAIVERS (MUST BE INCORPORATED IN THE PLAN):
• ACCESS MANAGEMENT -DATE OF APPROVAL:
• SSAR- DATE OF APPROVAL:
• DESIGN WAIVER - DATE OF APPROVAL:
• OTHER DATE OF APPROVAL:
3. SSAR CONNECTIVITY SUMMARY (PROVIDE A CHECK MARK ✓ WHERE APPLICABLE OR WRITE WA):
• CONNECTIONS IN MULTIPLE DIRECTIONS (FIRST CONNECTION MUST BE TO A VDOT MAINTAINED ROAD, THE SECOND CONNECTION MAY EITHER BE TO A VDOT
ROAD OR TO A STUB OUT)
• STUB OUT CONNECTION (THE PROP. RIGHT OF WAY TERMINATES AT PARCEL ABUTTING THE DEVELOPMENT AND CONSISTS OF A SHORT SEGMENT THAT IS
INTENDED TO SERVE CURRENT AND FUTURE DEVELOPMENT; THE APPLICANT MUST VERIFY THAT CONNECTION WITH A FUTURE STREET IS FEASIBLE)
• NETWORK ADDITIONS PROVIDING DIRECT ACCESS TO (1) MORE THAN 200 DWELLING UNITS OR (11) LOTS WHOSE TRIP GENERATION IS EXPECTED TO BE OVER
2,000 VPD MAY BE ACCEPTED INTO THE SECONDARY SYSTEM OF STATE HIGHWAYS IF THE NETWORK ADDITION PROVIDES AN ADDITIONAL EXTERNAL
CONNECTION BEYOND THAT REFERENCED ABOVE-
4- ALL WORK ON THIS PROJECT SHALL CONFORM TO THE CURRENT EDITIONS OF AND LATEST REVISIONS TO THE VIRGINIA DEPARTMENT OF TRANSPORTATION
(VDOT) ROAD AND BRIDGE SPECIFICATIONS AND STANDARDS,. THE VIRGINIA EROSION AND SEDIMENT CONTROL REGULATIONS, AND ANY OTHER APPLICABLE
STATE, FEDERAL OR LOCAL REGULATIONS. IN CASE OF A DISCREPANCY OR CONFLICT BETWEEN THE STANDARDS OR SPECIFICATIONS AND REGULATIONS, THE
MOST STRINGENT SHALL GOVERN.
5. ALL RIGHT OF WAY DEDICATED TO PUBLIC USE SHALL BE CLEAR AND UNENCUMBERED.
6. ALL UTILITIES, INCLUDING ALL POLES, ARE TO BE RELOCATED AT THE DEVELOPER'S EXPENSE, PRIOR TO CONSTRUCTION.
7. 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.
8. OPEN CUTTING 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.
9. THE PAVEMENT DESIGN IS BASED ON AN ASSUMED CBR VALUE OF 10 (USE A CBR VALUE OF 6 IN LOUDOUN CO.). SOIL TESTS OF SUBGRADE MUST BE SUBMITTED
FOR THE ACTUAL DETERMINATION OF THE REQUIRED THICKNESS OF THE PAVEMENT INCLUDING LAYERS OF ASPHALT AND SUBBASE PRIOR TO SUBBASE
PLACEMENT.
10. PAVEMENT DESIGN SHALL BE PROVIDED IN ACCORDANCE WITH THE PAVEMENT DESIGN GUIDE FOR SUBDIVISION AND SECONDARY ROADS IN VIRGINIA. FOR
PRIMARY ROADS AND INTERSTATE HIGHWAYS WHERE TRUCK TRAFFIC EXCEEDS 5%, PAVEMENT DESIGN SHALL BE PROVIDED IN ACCORDANCE WITH AASHTO
GUIDELINES. TYPICAL PAVEMENT SECTIONS SHALL DEPICT THE TOP 6" OF THE SUBGRADE IMMEDIATELY UNDER THE PAVEMENT STRUCTURE COMPACTED TO 100%
OF THE THEORETICAL MAXIMUM DRY DENSITY.
11. ALL UNTREATED AGGREGATE USED IN BASE OR SUBBASE COURSES SHALL BE 21B, EXCEPT ON ROADS WITH AN ADT OF 1000 VPD OR LESS, WHERE 21A
AGGREGATE MAY BE USED. WHEN 21 B 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. 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 A 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.
14. 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.
15. ASPHALT PAVEMENT WIDENING SHALL CONFORM TO VDOT STANDARD WP-2.
16. ANY TYPE OF REVERSE CURB (SPILL CURB, CG-6R, ETC.) AND TRANSITION TO THESE CURBS SHALL NOT BE USED WITHIN THE PUBLIC RIGHT OF WAY.
17. THE COUNTYTFOWN SHALL OBTAIN A PERMIT FOR ALL SIDEWALKS/CROSSWALKS WITHIN THE RIGHT OF WAY THAT DO NOT QUALIFY FOR VDOT MAINTENANCE.
18. 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.
19. STANDARD GUARDRAILS AND/OR HANDRAILS SHALL BE INSTALLED AT HAZARDOUS LOCATIONS AS DESIGNATED DURING FIELD REVIEW BY THE COUNTY/TOWN
INSPECTOR OR VDOT.
20. A LANDSCAPING AND IRRIGATION SYSTEMS PLAN SHALL BE SUBMITTED FOR VDOT APPROVAL PRIOR TO INSTALLING ANY LANDSCAPING AND IRRIGATION SYSTEMS
WITHIN THE PUBLIC RIGHT OF WAY.
21. FLOWERS, SHRUBS, TREES, AND IRRIGATION SHALL NOT BE PLACED WITHIN STATE MAINTAINED RIGHT OF WAY LIMITS WITHOUT AN APPROVED SET OF PLANS AND
AN APPROVED PLANTING AGREEMENT. NO IRRIGATION (SPRINKLER) SYSTEMS, BRICK COLUMNS, END WALLS, AND/OR BRICK MAILBOXES WILL BE CONSTRUCTED
OR INSTALLED WITHIN STATE MAINTAINED RIGHT OF WAY LIMITS WITHOUT A PERMIT. ANY OF THE ABOVE ITEMS FOUND IN THE RIGHT OF WAY WITHOUT A PERMIT
WILL BE REMOVED, AND ALL COSTS OF THE REMOVAL WILL BE BORNE BY THE OWNER AND/OR DEVELOPER.
22. TRAFFIC CONTROL DEVICES OR ADVISORY SIGNS, SUCH AS MULTIWAY STOPS, SPEED LIMITS, WATCH FOR CHILDREN, PEDESTRIAN TRAFFIC ETC., SHALL NOT BE
INSTALLED UNLESS SPECIFICALLY APPROVED BY VDOT TRAFFIC ENGINEERING SECTION. 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.
23. A SPEED STUDY CERTIFIED BY A PROFESSIONAL ENGINEER SHALL BE SUBMITTED FOR VDOT APPROVAL PRIOR TO THE STREET ACCEPTANCE FOR ANY ROAD TO
BE POSTED OTHER THAN THE STATUTORY SPEED LIMIT.
24. 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 PRIOR TO PERMIT APPLICATION. THE DEVELOPER SHALL NOT COMMENCE CONSTRUCTION OF ANY PAVEMENT COURSE WITHOUT
AN APPROVED STRIPING PLAN.
25. THE DEVELOPER IS RESPONSIBLE FOR THE DESIGN AND CONSTRUCTION OF ANY TRAFFIC SIGNAL INSTALLATION OR MODIFICATION WHICH WILL BE NECESSARY
AS A RESULT OF THE DEVELOPMENT OF THIS SITE.
26. DURING CONSTRUCTION, THE MAINTENANCE OF TRAFFIC SHALL CONFORM TO THE REQUIREMENTS IN THE MOST RECENT VERSION OF THE VIRGINIA WORK AREA
PROTECTION MANUAL AND THE MUTCD.
PROPOSED EASEMENT LEGEND
SIGHT DISTANCE
1
STORM DRAIN
-
SANITARY SEWER
WATER
-
PUBLIC ACCESS
1
COMMON SHARED
INGRESS -EGRESS
1
PUBLIC UTILITY
-
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DATE
COMMENT
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JPN
1
6/18/2020
COMMENTS
RTY
2
12/09/2020
DRESS COUNTY
JPN
COMMENTS
RTY
0
Know wha15 below.
Call before you dig.
ALWAYS CALL 811
Its fast. Its free. Its the law.
ISSUED FOR
CONSTRUCTION
THIS DRAWING IS WTENUFD FOR NWNICPAL AMORAGENCY REVIEWANO
APPROVAL OIS NOTIMENO® AS A CONSTRUCTION DOWWRT UNLESS
WOICATED OTHERWISE.
PROJECT No.: V194600
DRAWN BY: EEN
CHECKED BY: RTY
DATE: 03/18/2020
CAD I.D.: 1
PROJECT. VIRGINIA
STORMWATER
MANAGEMENT
PLAN
FOR
29TH PLACE DRIVE
THRU
LOCATION
1500 SEMINOLE TRAIL
CHARLOTTESVILLE, VA 22901
ALBEMARLE COUNTY
BOHLERY
28 BLACKWELL PARK LANE, SUITE 201
WARRENTON, VIRGINIA 20186
Phone: (540)349-4500
Fax: (540) 349-0321
TH
Lic. No. 0402056625
12/09/2020 4
SHEET TITLE:
GENERAL
NOTES AND
LEGEND
SHEET NUMBER.
C-102
REVISION 2 - 9/25/2020
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3.02 TEMPORARY CONSTRUCTION ENTRANCE
WITH ASPHALT PAVED WASHRACK
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STORM DRAIN INLET PROTECTION �P
E
TREE PRESERVATION TP TP
AND PROTECTION
E
DUST CONTROL 9
DRAINAGE FLOW PATH
1. PLEASE SEE SHEET C-603 FOR SEQUENCE OF CONSTRUCTION.
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REVISIONS
REV
DATE
COMMENT
DRAWN Br
cxecxeD ar
ADDRESS COUNTY
JPN
1
6/18/2020
RTY
COMMENTS
ADDRESS COUNTY
JPN
2
12/09/2020
COMMENTS
RTY
1;811 before you dig.
ALWAYS CALL811
Its fast. It's free. It's the law.
ISSUED FOR
CONSTRUCTION
THIS DRAWING IS INTENDED FOR MUNICIPALANDIOR AGENCY REVIEW AND
APPROVAL. IT IS NOT MIENDED AS A CONSTRUCTION DOCUMENT UNLESS
INDICATED OTHERWISE.
PROJECT No.:
V194600
DRAWN BY:
EEN
CHECKED BY:
RTY
DATE:
03/18/2020
CAD I.D.:
1
PROJECT: VIRGINIA
STORMWATER
MANAGEMENT
PLAN
FOR
29TH PLACE DRIVE
THRU
20 10 5 0 20 LOCATION
1"=20, 1500 SEMINOLE TRAIL
CHARLOTTESVILLE, VA 22901
ALBEMARLE COUNTY
LOOP
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PHASE I WORK AREA
BOHLER//
28 BLACKWELL PARK LANE, SUITE 201
WARRENTON, VIRGINIA 20186
Phone: (540)349-4500
Fax: (540)349-0321
VA@BohlerEng.com
Lic. No. 0402056625
6 12/09/2020 J
SHEET TITLE:
EROSION AND
_ SEDIMENT
CONTROL PLAN
PHASE 1
DI 30 60
SHEET NUMBER:
=60' C-601
REVISION 2 - 9/25/2020
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3.05 SILT FENCE SF
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REVISIONS
REV
DATE
COMMENT
oRAwNBr
cxecS"D eY
ADDRESS COUNTY
JPN
1
6/18/2020
RTY
COMMENTS
ADDRESS COUNTY
JPN
2
12/09/2020
COMMENTS
RTY
1;811 before you dig.
ALWAYS CALL811
Its fast. It's free. It's the law.
ISSUED FOR
CONSTRUCTION
THIS OMWWG IS INIE.�EO FORMJNIGPPLANUIORAGENCY REVIEW ANO
APPROVAL RISNOT1NMNDMASAGNJSTRUCT0ND000WNTUNIESS
INDK ATED OTHERWISE.
PROJECT No.:
V194600
DRAWN BY:
EEN
CHECKED BY:
RTY
DATE:
03/18/2020
CAD I.D.:
1
PROJECT: VIRGINIA
STORMWATER
MANAGEMENT
PLAN
FOR
29TH PLACE DRIVE
THRU
20 10 5 0 20 LOCATION
1500 SEMINOLE TRAIL
1"= 20'
CHARLOTTESVILLE, VA 22901
ALBEMARLE COUNTY
-
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00-11
. T
PHASE II WORK AREA
BOHLER//
28 BLACKWELL PARK LANE, SUITE 201
WARRENTON, VIRGINIA 20186
Phone: (540)349-4500
Fax: (540)349-0321
VA@BohlerEng.com
Lic. No. 0402056625
6 12/09/2020 J
SHEET TITLE:
EROSION AND
SEDIMENT
CONTROL PLAN
0' 3u0 60 PHASE 11
Y� SHEET NUMBER:
C-602
REVISION 2 - 9/25/2020
EROSION AND SEDIMENT CONTROL NARRATIVE
I ROJEC D SC IP 10
THE SUBJECT SITE IS LOCATED IN THE 29TH PLACE SHOPPING CENTER ALONG US SEMINOLE TRAIL (ROUTE 29) IN ALBEMARLE
COUNTY, VIRGINIA THE PURPOSE OF THIS PROJECT IS TO MODIFY AN EXISTING COMMERCIAL BUILDING AND INSTALL A
SINGLE LANE DRIVE-THRU, PARKING IMPROVEMENTS, AND UTILITIES ASSOCIATED WITH A PROPOSED DRIVE-THRU
RESTAURANT. RUNOFF FROM THE SITE WILL BE CONVEYED BY AN EXISTING UNDERGROUND STORM DRAIN SYSTEM
LOCATED ONSITE. CONSTRUCTION IS ANTICIPATED TO TAKE APPROXIMATELY FOUR (4) MONTHS TO COMPLETE. THE TOTAL
DISTURBED AREA FOR THIS PLAN IS 0.70 ACRES.
THE SUBJECT SITE IS AN EXISTING SHOPPING CENTER WITH ASSOCIATED PARKING AND UTILITIES. EXISTING SLOPES RANGE
FROM 1% TO 6% IN PAVEMENT AREAS AND 2% TO 30% IN GRASSED AREAS. THE SITE CURRENTLY DRAINS TO MULTIPLE
EXISTING STORM INLETS WHICH CONVEY THE RUNOFF TO A 72" UNDERGROUND CULVERT. THIS EXISTING CULVERT FLOWS
FROM NORTH TO SOUTH ALONG ROUTE 29 AND ULTIMATELY LEAVES THE SHOPPING CENTER AT THE SOUTHERN CORNER OF
THE PARCEL.
III. ADJACENT PROPERTY:
THE SUBJECT SITE IS BORDERED BY SEMINOLE TRAIL (ROUTE 29) TO THE SOUTHEAST, BY EXISTING COMMERCIAL
DEVELOPMENTS ALONG BERKMAR DRIVE TO THE NORTHEAST, BY AN EXISTING SINGLE-FAMILY RESIDENTIAL DEVELOPMENT
TO THE NORTHWEST, AND BY DOMINION DRIVE TO THE SOUTHWEST.
IV. OFFSITE AREAS:
NO OFFSITE AREAS ARE ANTICIPATED WITH THE PROPOSED DEVELOPMENT-
V. SOILS:
PER NRCS INFORMATION, THE SOILS PRESENT WITHIN THE EXTENTS OF THE PROPOSED DEVELOPMENT ARE CLASSIFIED AS
URBAN LAND. THE HYDROLOGIC SOIL GROUP IS D.
VI. CRITICAL AREAS:
THERE ARE NO KNOWN CRITICAL AREAS ON THIS SITE.
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:
'I. 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 AS SHOWN ON THE PLANS TO PREVENT PEDESTRIAN TRAFFIC ON SITE.
2. TEMPORARY CONSTRUCTION ENTRANCE- 3.02
CONSTRUCTION ENTRANCE WITHOUT A WASH RACK SHALL BE INSTALLED. DRIVERS OF THE CONSTRUCTION VEHICLES
WILL BE REQUIRED TO WASH THEIR WHEELS PRIOR TO EXITING THE CONSTRUCTION AREA.
3. SILT FENCE -3.05
A PROTECTIVE BARRIER TO INTERCEPT AND DETAIN SMALL AMOUNTS OF SEDIMENT FROM DISTURBED AREAS DURING
CONSTRUCTION OPERATIONS IN ORDER TO PREVENT SEDIMENT FROM LEAVING THE SITE.
4. STORM DRAIN INLET PROTECTION - 3.07
ALL STORM SEWER INLETS SHALL BE PROTECTED WITH THE INSTALLATION OF VARIOUS SEDIMENT TRAPPING MEASURES.
5. TEMPORARY SEEDING -3.31
THE ESTABLISHMENT OF A TEMPORARY VEGETATIVE COVER ON A DISTURBED AREAS BY SEEDING WITH APPROPRIATE
RAPIDLY GROWING ANNUAL PLANTS.
6. PERMANENT SEEDING - 3.32
THE ESTABLISHMENT OF PERENNIAL VEGETATIVE COVER ON DISTURBED AREAS BY PLANTING SEED.
7. MULCHING - 3.35
APPLICATION OF PLAN RESIDUES OR OTHER SUITABLE TO THE SOIL SURFACE.
8. TREE PRESERVATION & PROTECTION - 3.38
PROTECTION OF DESIRABLE TREES FROM MECHANICAL AND OTHER INJURY DURING LAND DISTURBING AND CONSTRUCTION
ACTIVITY.
9.DUST CONTROL - 3.39
REDUCING SURFACE AND AIR MOVEMENTS OF DUST DURING LAND DISTURBING, DEMOLITION, AND CONSTRUCTION
ACTIVITIES.
ALL MATERIALS INDICATED ON THIS PLAN SHALL CONFORM TO THE SPECIFICATIONS AND INSTALLATION GUIDELINES SET FORTH
IN THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK (LATEST EDITION) AND THE DETAILS AND SPECIFICATIONS SHOWN
HEREIN.
VIII. SEQUENCE OF CONSTRUCTION:
PHASE
1. OBTAIN ALL REQUIRED PERMITS.
2. ATTEND PRE -CONSTRUCTION MEETING.
3. CONTRACTOR SHALL CONTACT JURISDICTION AT LEAST 48 HOURS PRIOR TO COMMENCING CONSTRUCTION.
4. STAKE AND FLAG LIMITS OF DISTURBANCE.
5. INSTALL ALL PERIMETER CONTROLS, AND INLET PROTECTION FOR EXISTING STORM DRAINS IN PROXIMITY TO LIMITS OF
DISTURBANCE.
6. INSTALL CONSTRUCTION ENTRANCE AS SHOWN ON THE PHASE I E&S PLAN.
7. PHASE I CONSTRUCTION ACTIVITY SHALL BE LIMITED TO ONLY THE REAR PORTION OF THE SITE, WHILE MAINTAINING
ACCESS TO THE FRONT PARKING AREA AND FRONT ENTRANCES OF THE BUILDING.
8. BEGIN DEMOLITION OF SITE FEATURES WITHIN THE PHASE I CONSTRUCTION AREA.
9. INSTALL PROPOSED CURB, GREASE TRAP AND ASSOCIATED SANITARY LATERALS, TRASH ENCLOSURE AND DRIVE-THRU
FEATURES.
10. PROVIDE TEMPORARY SEEDING AND DUST CONTROL OF ALL DISTURBED AREAS AS NEEDED.
11. WHEN THE PHASE I HAS BEEN SUFFICIENTLY STABILIZED AND APPROVAL IS GIVEN FROM THE COUNTY INSPECTOR, REMOVE
THE PHASE I AREA PERIMETER CONTROLS.
NOTE: CONTRACTOR SHALL NOT COMMENCE PHASE II OF THE EROSION AND SEDIMENT CONTROL PLAN PRIOR TO THE COUNTY
EROSION AND SEDIMENT CONTROL INSPECTORS APPROVAL. AND COMPLETION OF ALL PHASE I CONSTRUCTION.
PHASEII
1. INSTALL PERIMETER CONTROLS IN THE PHASE II CONSTRUCTION AREA, MAINTAINING PUBLIC ACCESS IN THE REAR AND
NORTHEAST SIDE OF THE BUILDING.
2. RELOCATE CONSTRUCTION ENTRANCE AS SHOWN ON THE PHASE II E&S PLAN.
3. BEGIN DEMOLITION OF EXISTING CURB AND ASPHALT WITHIN THE PHASE II CONSTRUCTION AREA.
4. PERFORM WORK TO MODIFY EXISTING BUILDING FOR THE PROPOSED RESTAURANT USE.
5. INSTALL PROPOSED CURB AND STONE WITHIN PROPOSED PAVING AREAS.
6. COMPLETE PAVING OF THE PROPOSED ASPHALT AREAS.
7. MILL AND OVERLAY AS NECESSARY TO MATCH EXISTING GRADES AT THE LIMITS OF CONSTRUCTION.
8. APPLY PERMANENT SEEDING TO ALL DISTURBED AREAS.
9. INSTALL LANDSCAPE PLANTINGS AS SHOWN ON THE LANDSCAPE PLAN, SHOWN UNDER SEPARATE COVER.
NOTE: CONTRACTOR SHALL NOT REMOVE EROSION AND SEDIMENT CONTROL MEASURES PRIOR TO COUNTY EROSION AND
SEDIMENT CONTROL INSPECTOR APPROVAL.
O(. MAINTENANCE PROGRAM:
1. SAFETY FENCE - 3.01
THE MEASURE SHALL BE INSPECTED WEEKLY AND AFTER EVERY RAINFALL AND REPAIRS MADE AS NEEDED. SAFETY FENCE
SHALL BE CHECKED REGULARLY FOR WEATHER -RELATED OR OTHER DAMAGE. ANY NECESSARY REPAIRS MUST BE MADE
IMMEDIATELY. CARE SHOULD BE TAKEN TO SECURE ALL ACCESS POINTS (GATES) AT THE END OF EACH WORKING DAY.
2. TEMPORARY STONE CONSTRUCTION ENTRANCE - 3.02
THE MEASURE SHALL BE INSPECTED WEEKLY AND AFTER EVERY RAINFALL AND REPAIRS MADE AS NEEDED. THE ENTRANCE
SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOW OF MUD ONTO PUBLIC RIGHTS -OF -WAY.
THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL STONE OR THE WASHING AND REWORKING OF EXISTING
STONE AS CONDITIONS DEMAND AND REPAIR AND/OR CLEANOUT OF ANY STRUCTURES USED TO TRAP SEDIMENT. ALL
MATERIALS SPILLED, DROPPED, WASHED, OR TRACKED FROM VEHICLES ONTO ROADWAYS OR INTO STORM DRAINS MUST
BE REMOVED IMMEDIATELY. THE USE OF WATER TRUCKS TO REMOVE MATERIAL DROPPED, WASHED, OR TRACKED ONTO
ROADWAYS WILL NOT BE PERMITTED UNDER ANY CIRCUMSTANCES.
3. SILT FENCE - 3.05
SILT FENCES SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING PROLONGED
RAINFALL. ANY REQUIRED REPAIRS SHALL BE MADE IMMEDIATELY. CLOSE ATTENTION SHALL BE PAID TO THE REPAIR OF
DAMAGED SILT FENCES RESULTING FROM END RUNS AND UNDERCUTTING. SHOULD THE FABRIC ON A SILT FENCE
DECOMPOSE OR BECOME INEFFECTIVE PRIOR TO THE END OF THE EXPECTED USABLE LIFE AND THE BARRIER STILL BE
NECESSARY, THE FABRIC SHALL BE REPLACED PROMPTLY. SEDIMENT DEPOSITS SHOULD BE REMOVED AFTER EACH STORM
EVENT. THEY MUST BE REMOVED WHEN THE LEVEL OF DEPOSITS REACH APPROXIMATELY ONE-HALF THE HEIGHT OF THE
BARRIERS. ANY SEDIMENT DEPOSITS REMAINING IN PLACE AFTER THE SILT FENCE IS NO LONGER REQUIRED SHALL BE
DRESSED TO CONFORM WITH THE EXISTING GRADE, PREPARED AND SEEDED.
4. STORM DRAIN INLET PROTECTION - 3.07
THE MEASURE SHALL BE INSPECTED WEEKLY AND AFTER EVERY RAINFALL AND REPAIRS MADE AS NEEDED.SEDIMENT
SHALL BE REMOVED AND THE TRAP RESTORED TO ITS ORIGINAL DIMENSIONS WHEN THE SEDIMENT HAS ACCUMULATED TO
ONE HALF THE DESIGN DEPTH OF THE TRAP. REMOVED SEDIMENT SHALL BE DEPOSITED IN A SUITABLE AREA AND IN SUCH
A MANNER THAT IT WILL NOT ERODE. STRUCTURES SHALL BE REMOVED AND THE AREA STABILIZED WHEN THE REMAINING
DRAINAGE AREA HAS BEEN PROPERLY STABILIZED.
5. PERMANENT SEEDING - 3.32
ALL SEEDED AREAS SHALL BE CHECKED REGULARLY TO ENSURE THAT A GOOD STAND IS MAINTAINED. AREAS SHOULD BE
FERTILIZED AND RESEEDED AS NEEDED.
• NO AREA SHALL BE LEFT DENUDED FOR ANY PERIOD LONGER THAN SEVEN (7) DAYS.
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.
• ADJACENT ROADWAYS AND ENTRANCES WILL BE KEPT CLEAN FROM ACCUMULATED DEBRIS AT ALL TIMES.
• MONITORING REPORTS WILL BE SUBMITTED TO ALBEMARLE COUNTY BY THE RESPONSIBLE LAND DISTURBER.
X. PERMANENT STABILIZATION:
PERMANENT STABILIZATION SHALL BE PROVIDED ONCE ALL CONSTRUCTION ACTIVITIES ARE COMPLETE. THE
SPECIFICATIONS AND DETAILS FOR THE PERMANENT STABILIZATION ARE INCLUDED ON SHEET C-604. PERMANENT
STABILIZATION INCLUDES PERMANENT SEEDING, SODDING, AND MULCHING. THE SITE CONTRACTOR SHALL USE THE
STABILIZATION METHOD AS DEEMED MOST APPROPRIATE FOR EACH GIVEN PERVIOUS AREA.
XI. STORMWATER RUNOFF CONSIDERATIONS:
REFER TO SHEETS C-901 TO C-902 FOR STORMWATER RUNOFF CONSIDERATIONS.
XII. CALCULATIONS:
NO CALCULATIONS ARE REQUIRED FOR THE PROPOSED EROSION CONTROL MEASURES.
XIII. OTHER IMPORTANT NOTES:
4. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLANS 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, OFFSITE 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 SHALL BE RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION CONTROL MEASURES NOT
SHOWN HEREON THAT ARE DEEMED NECESSARY BY THE APPROVING AUTHORITY AND/OR SITE INSPECTOR.
7. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE PLACED PRIOR TO OR AS THE FIRST STEP IN CLEARING AND
GRADING.
8. 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.
9. 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.
7. THE CONTRACTOR SHALL ENSURE THAT ALL DEWATERING OPERATIONS ON THE SITE PASS THROUGH AN APPROVED
EROSION AND SEDIMENT CONTROL DEVICE SUCH AS SILT FENCING, SEDIMENT TRAPS, OR SEDIMENT FILTER BAGS.
EROSION AND SEDIMENT CONTROL NOTES
1. UNLESS OTHERWISE NOTED, ALL VEGETATIVE AND EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CONSTRUCTED
AND MAINTAINED IN ACCORDANCE WITH THE MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND
SEDIMENT CONTROL HANDBOOK (LATEST EDITION).
2. FOR ADDITIONAL DETAILS AND SPECIFICATIONS NOT SHOWN HEREON, REFER TO THE LATEST EDITION OF THE VIRGINIA
EROSION AND SEDIMENT CONTROL HANDBOOK.
3. ALL EROSION CONTROL MEASURES SHALL BE PLACED PRIOR TO OR AS THE FIRST STEP IN CLEARING AND GRADING.
4. ALL AREAS TO BE PAVED MAY BE STABILIZED BY INSTALLATION OF BASE AND SUBBASE MATERIALS INSTEAD OF
TEMPORARY VEGETATION COVER.
5. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION CONTROL MEASURES AS NECESSARY
TO PREVENT POSSIBLE FUTURE OFF -SITE CONTAMINATION.
6. THE CONTRACTOR SHALL INSPECT ALL EROSION AND SEDIMENT CONTROL DEVICES DAILY. ANY DAMAGED CONTROLS
SHALL BE REPAIRED OR REPLACED BY THE CLOSE OF EACH WORKING DAY.
7. THE CONTRACTOR MUST NOTIFY THE LANDSCAPING SUPERVISOR PRIOR TO THE INSTALLATION OF ANY TREE PROTECTION
OR PLANT MATERIAL.
B. ALL STORM AND SANITARY SEWER LINES, NOT IN STREETS, SHALL BE SEEDED AND MULCHED WITHIN 14 DAYS AFTER
BACKFILL.
9. ELECTRICAL POWER, GAS SUPPLY, AND TELEPHONE TRENCHES SHALL BE COMPACTED, SEEDED, AND MULCHED WITHIN 14
DAYS AFTER BACKFILL.
10-AT THE COMPLETION OF CONSTRUCTION AND PRIOR TO ANY BOND RELEASE, ALL TEMPORARY SEDIMENT CONTROLS SHALL
BE REMOVED AND ALL DENUDED AREAS STABILIZED.
11. WORK WITHIN THE RIGHT-OF-WAY SHALL BE PERFORMED IN A MANNER SO AS TO LIMIT THE DISTURBANCE TO PUBLIC
TRAFFIC INCLUDING PEDESTRIAN AND BICYCLE ACCESS.
EROSION CONTROL MINIMUM STANDARDS
MINIMUM STANDARDS:
MS-1: PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO DENUDED AREAS WITHIN SEVEN (7) DAYS
AFTER FINAL GRADE IS REACHED ON ANY PORTION OF THE SITE. TEMPORARY SOIL STABILIZATION SHALL BE APPLIED
WITHIN SEVEN m DAYS TO DENUDED AREAS THAT MAY NOT BE AT FINAL GRADE BUT WILL REMAIN DORMANT
(UNDISTURBED) FOR 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. STABILIZATION-
MS-2: DURING CONSTRUCTION OF THE PROJECT SOIL STOCKPILES AND BORROW AREAS SHALL BE STABILIZED OR
PROTECTED WITH SEDIMENT TRAPPING MEASURES. 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: STOCKPILES SHALL COMPLY WITH MS-2 BY PROVIDING SILT FENCING AROUND THE BASE OF THE STOCKPILE.
TEMPORARY SOIL STABILIZATION MEASURES NOTED IN MS-1 ABOVE SHALL APPLY.
MS-3: A PERMANENT VEGETATIVE COVER SHALL BE ESTABLISHED ON DENUDED AREAS NOT OTHERWISE STABILIZED.
PERMANENT VEGETATION SHALL NOT BE CONSIDERED ESTABLISHED UNTIL GROUND COVER IS ACHIEVED THAT, IS
UNIFORM, MATURE ENOUGH TO SURVIVE AND WILL INHIBIT EROSION.
ACTION: SEE EROSION AND SEDIMENT CONTROL NARRATIVE, SECTION X. 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: SEE EROSION AND SEDIMENT CONTROL NARRATIVE, SECTION Vill. SEQUENCE OF CONSTRUCTION, PHASE L
MS-5: STABILIZATION MEASURES SHALL BE APPLIED TO EARTHEN STRUCTURES SUCH AS DAMS, DIKES, AND DIVERSIONS
IMMEDIATELY AFTER INSTALLATION.
ACTION: NOT APPLICABLE. NO EARTHEN STRUCTURES ARE PROPOSED WITH THIS PLAN.
MS-6: SEDIMENT TRAPS AND SEDIMENT BASINS SHALL BE DESIGNED AND CONSTRUCTED BASED UPON THE TOTAL
DRAINAGE AREA TO 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: ACKNOWLEDGED. SEE SEDIMENT BASIN DETAILS SHEET.
MS-7: CUT AND FILL SLOPES SHALL BE DESIGNED 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: THE CONTRACTOR SHALL STABILIZE THE ULTIMATE CUT AND FILL SLOPES AS FINAL GRADES ARE REACHED-
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: NOT APPLICABLE. THERE ARE NO PROPOSED CONCENTRATED FLOW AREAS WHICH ARE NOT STABILIZED-
MS-9: WHENEVER WATER SEEPS FROM A SLOPE FACE, ADEQUATE DRAINAGE OR OTHER PROTECTION SHALL BE PROVIDED.
ACTION: THE CONTRACTOR SHALL IDENTIFY AND ADDRESS ANY WATER SEEPAGE AREAS-
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: CONTRACTOR TO INSTALL AND MAINTAIN ALL INLET PROTECTIONS AS DETAILED IN THE EROSION AND
SEDIMENT CONTROL PLAN AND NARRATIVE.
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: CONTRACTOR TO INSTALL AND MAINTAIN OUTLET PROTECTION AS DETAILED IN THE EROSION AND SEDIMENT
CONTROL PLAN AND NARRATIVE.
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: THE CONTRACTOR SHALL BE RESPONSIBLE TO MINIMIZE ANY ENCROACHMENT INTO THE EXISTING STREAMS
AND WATERCOURSES.
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: ACKNOWLEDGED.
MS-14: ALL APPLICABLE FEDERAL, STATE, AND LOCAL REGULATIONS PERTAINING TO WORKING IN OR CROSSING LIVE
WATERCOURSES SHALL BE MET.
ACTION: ACKNOWLEDGED. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING THE NECESSARY PERMITS
FOR LIVE WATERCOURSE CROSSINGS.
MS-15: THE BED AND BANKS OF A WATERCOURSE SHALL BE STABILIZED IMMEDIATELY AFTER WORK IN THE WATERCOURSE
IS COMPLETED.
ACTION: ACKNOWLEDGED.
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: ACKNOWLEDGED.
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: SEE EROSION AND SEDIMENT CONTROL NOTES, NUMBER 10.
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: ACKNOWLEDGED.
MS-19: PROPERTIES AND WATERWAYS DOWNSTREAM FROM DEVELOPMENT SITES SHALL BE PROTECTED FROM SEDIMENT
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 THEY 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: SEE EROSION AND SEDIMENT CONTROL NARRATIVE, SECTION XI. STORM WATER RUNOFF CONSIDERATIONS.
ALBEMARLE COUNTY GENERAL CONSTRUCTION NOTES FOR EROSION AND
SEDIMENT CONTROL PLANS:
1. THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO THE PRE -CONSTRUCTION CONFERENCE, ONE
WEEK PRIOR TO 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.SORROW, 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 50150 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/t00SF. 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 17-207B.)
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REVISIONS
REV
DATE
COMMENT
cxEcl�D er
DRESS COUNTY
JPN
1
6/18/2020
COMMENTS
RTY
2
12/09/2020
DRESS COUNTY
JPN
COMMENTS
RTY
0
Know whan below.
Call before you dig.
ALWAYS CALL 811
Its fast. Its free. Its the law.
ISSUED FOR
CONSTRUCTION
IRIS DRAWING IS of TENDED FOR MUN ICPAL NIDNR AGENCY REVIEW AND
APPROVAL RIS NOT [MEND® AS A CONSTRUCTION DOCUMENT UNLESS
WOICATED OTHERWISE.
PROJECT No.:
V194600
DRAWN BY:
EEN
CHECKED BY:
RTY
DATE:
03/18/2020
CAD I.D.:
1
"1.VIRGINIA
STORMWATER
MANAGEMENT
PLAN
FOR
29TH PLACE DRIVE
THRU
LOCATION
1500 SEMINOLE TRAIL
CHARLOTTESVILLE, VA 22901
ALBEMARLE COUNTY
BOHLERY
28 BLACKWELL PARK LANE, SUITE 201
WARRENTON, VIRGINIA 20186
Phone: (540)349-4500
Fax: (540) 349-0321
TH
Lic. No. 0402056625
12/09/2020
SHEET TITLE:
EROSION AND
SEDIMENT
CONTROL
NARRATIVE
SHEET NUMBER
C-603
REVISION 2 - 9/25/2020
STANDARD SYMBOL
SFOP
2
to
�6Y� LPTaffd[Hrll�►
POST
STAPLE LATNE
JOINING ADJACENT SECTIONS
OF GEOTEXTILE
SEAL
WOVEN SILT
FILM GEOTEXTILE
SILT FENCE
POST WOVEN SILT
FILM GEOTEXTILE
SECTION A -A MASTIC SEAL
NOTES:
1. USE NOMINAL 2—INCH x 4—INCH LUMBER.
2. USE WOVEN SEDIMENT CONTROL GEOTExnLE FABRIC
3. SPACE UPRIGHT SUPPORTS NO MORE THAN 10 FEET APART.
4. PROVIDE A TWO FOOT OPENING BETWEEN EVERY SET OF SUPPORTS
AND PLACE #57 GRADED STONE IN THE OPENING OVER GEOTEXTILE-
5. KEEP SILT FENCE TAUT AND SECURELY STAPLE TO THE UPSLOPE SIDE OF UPRIGHT SUPPORTS.
EXTEND GEOTEXTILE UNDER 2x4.
6. WHERE TWO SECTIONS OF GEOTEXTILE ADJOIN: OVERLAP, FOLD, AND STAPLE TO POST IN ACCORDANCE
WITH THIS DETAIL. ATTACH A LATHE,
7. PROVIDE A MASTIC SEAL BETWEEN PAVEMENT, GEOTEXTILE, AND 2x4 TO PREVENT SEDIMENT —LADEN WATER
FROM ESCAPING BENEATH SILT FENCE INSTALLATION.
8. SECURE BOARDS TO PAVEMENT VATH 40D 5—INCH MINIMUM LENGTH NAILS.
9. REMOVE ACCUMULATED SEDIMENT AND DEBRIS WHEN BULGES DEVELOP IN SILT FENCE OR WHEN SEDIMENT
REACHES 25% OF FENCE HEIGHT. REPLACE GE07EXTILE IF TORN. MAINTAIN WATER TIGHT SEAL ALONG BOTTOM.
REPLACE STONE IF DISPLACED.
STANDARD DETAIL
WASHINGTON SIC
SUBURBAN SILT FENCE
SANITARY ON PAVEMENT' 1.1
COMMISSION
SC11
'OR APPROVED EQUAL AS DIRECTED BY ALBEMARLE COUTY FIELD INSPECTOR
Albemarle County Design Standards Manual — Engineering
STONE 70' MIN.
CONSTRUCTION
ACCESS1'13' SM-2A ASPHALT TOP
COURSE EXISTING
�2� PAVEMENT
`6" MIN. 21A AGGREGATE BASE
PROFILE
STONE 70' MIN.
CONSTRUCTION ASPHALT PAVED
ACCESS A WASHRACK
EXISTING
2% 2X PAVEMENT
2X 12' MIN.*
•MUST EXTEND FULL WIDTH L o POSITIVE DRAINAGE
OF INGRESS AND EGRESS TO SEDIMENT
OPERATION TRAPPING DEVICE
PLAN
12' MIN. POSITIVE DRAINAGE_
29 TO SEDIMENT
TRAPPING DEVICE
FILTER CLOTH-- '
SECTION A —A
A t»itutluun water tap of 1 itch must be ivtalled with a rinnumuu 1 itclr ballcock
shutoff valve sttl)phiug a wash Ilose with a diameter of 1 5 itches for adequate
constant piessme. \Wash water must be carried away front fire enhance to art
approved settling area to ietuove sediment. AU se(Wiieiit shall be pleN•elited fioiiI
entering storm drains. (fetches or water (.,n1 xe,
PAVED WASH RACK
NO SCALE
1992
TABLE 3.32-E
QUALITY OF SEED*
Minimum Seed Minimum
Purity (%1 Germination (rl
Lehi mes
Crownvetch
98
65aa
Lespedeza, Korean
97
85aa
Lespedeza,Sericea
98
85a`
Grasses
Bluegrass, Kemuck)
97
85
Fescue, Tall (Improved,
Turf -Type Cultivars)
98
85
Fescue, Tall (Ky-31)
97
85
Fescue, Red
98
85
Redtop
94
80
Reed Canarygrass
98
80
Perennial Ryegrass
98
90
Weeping L.ovegrass
98
87
Annuals
Annual Ryegrass
97
90
German Millet
98
85
Oats
98
80
Cereal Rye
98
85
a Seed containing prohibited or restricted noxious weeds
should not be accepted.
Seed should not contain in excess
of 0.5% weed seed.
To calculate percent pure,
live seed, multiply germination times
purity and divide by 100.
Example: Ky-31 Tall Fescue with a germination of
85 percent and a purity of
97 percent.
97 x 85 = 8245. 8245 - 100 = 82.45 percent pure live seed
Includes "hard seed"
3.32
SAFETY FENCE
PERSPECTIVE VIEW
1/'6' MAX
CONVEHITON4 I
METAL (T) OR
RMINFOLYETOHYTEF!9R�IC (U) POSTS
(ATTACH TO POSTS WITH
METAL TIE WIRES.
PLATE
3.1-1
DUNE POST
BRACING � GROUND LINE
CONCRETE
-
FOOTING
PERSPECTIVE VIEW PERSPECTIVE VIEW
PLASTIC FENCE METAL FENCE
SOURCE: CONWED PLASTICS, VDOT ROAD AND BRIDGE STANDARDS, VA DSWC
SILT FENCE DROP INLET
PROTECTION
2 X 4" WOOD FRAME
L1
ELEVATION OF STAKE AND
FABRIC ORIENTATION
307TE1 CONSTRUCTION OF A SILT FENCE PLA`-
(WITH WIRE SUPPORT)
1. SET POSTS AND EXCAVATE A 4"XC 2. STAPLE WIRE FENCING TO THE POSTS.
TRENCH UPSLOPE ALONG THE LINE
DROP INLET OF POSTS.
WITH GRATE
FRAME
N.
GATHER EXCESS
UT �1� AT CORNERS
PERSPECTIVE VIEWS
DETAIL A
Ill
_slidN�
I , I
3. ATTACH THE FILTER FABRIC TO THE WIRE
FENCE AND EXTEND IT INTO THE TRENCH.
00,
FLOW
4. BACKFILL AND COMPACT THE
EXCAVATED SOIL
EXTENSION OF FABRIC AND WIRE INTO THE TRENCH.
SPECIFIC APPLICATION
THIS METHOD OF INLET PROTECTION IS APPUCABLE WHERE THE FILTER FABRIC
INLET DRAINS A RELATIVELY FLAT AREA (SLOPE NO GREATER
THAN 5%) WHERE THE INLET SHEET OR OVERLAND FLOWS (NOT "^ —
EXCEEDING I C.F.S.) ARE TYPICAL THE METHOD SHALL NOT
APPLY TO INLETS RECEIVING CONCENTRATED FLOWS, SUCH AS
IN STREET OR HIGHWAY MEDIANS.
SOURCE: ADAPTED FROM INSTALLATION OF STRAW AND FABRIC FILTER BARRIERS FOR
SOURCE: N.C. EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL 1988 ISEDIMENT CONTROL, SHERWOOD & WYANT
TREE CARE
tY( I p
I J
�II II
it I IL
TREE WOUND TRIM AND TAPER
TREATING BARK WOUNDS
I I'Y f 2
I I 3 -
II 1�I 1I1 t
Ili I II TREE
L,II�IY LI
INCORRECT CORRECT CORRECT
PRUNING DAMAGED BRANCHES
Source: Public Facilities Manual, Vol. III, Fairfax Co., Va., 1976. Plate 3.38-8
4) Formulations and application rates shall conform to the guidelines
given in Table 3.38-A.
Maintain a ground cover of organic mulch around trees that is adequate to
prevent erosion, protect roots, and hold water.
TABLE 3.31-C
TEMPORARY SEEDING PLANT MATERIAIS, SEEDING RATES, AND DATES
SEEDING RATE
NORTHa
SOUTHb
PLANT
Acre
1000 ft2
311
to
511
to
8/15
In
2/15
to
5/1
in
9/1
to
SPECIES
CHARACTERISTICS
4/30
8115
1111
4/30
9/1
ll/15
OATS
3 bu. (up to 100 fl s.,
2 lbs.
X
-
-
X
-
-
Use spring varieties (e.g., Noble).
&Mwa WLV
not Ids than 50 lbs.)
RYEd
(Swale cereale
2 bu. (up to 110 lbs.,
est d
not lun 50 lbs.)
2.5 lbs.
X
-
X
X
-
X
Use for late fall xedings, winter
cover. Tolerates cold and low
mOlsnue.
GERMAN MILLET
Setaria italic
50 lb�.
approx. I lb.
-
X
-
-
X
-
wum-seawn annual. Dies at first
frost. May be added to summer
mud.
ANNUAL RYEGRASSc
(Loliumat m ulti-xum)
60 lbs.
Vh lbs.
X
-
X
X
-
X
May be added in mixes. Will
mow out of inner stands.
WEEPING
LOVEGRASS
E( n trostis a la
IS Ibs.
51h ors.-
X
-
-
X
-
Warm,wasoo peremial. May
bunch. Tolerates hot, dry slopes
and acid, infertile soils. May be
added to Road.
KOREAN
LESPEDEZA`
25 lbs.
approx. I'h
lbs.
X
X
-
X
X
-
Warm season annual legume.
Tolerates acid soils. May be
(LemadM stioulacea)I
I
I
I
added to mixes.
a Northern Piedmont and Mountain region. See Plates 3.22-1 and 3.22-2.
b Southern Piedmont and Coastal Plain.
c May be used as a cover crop with spring seeding.
d May be used as a cover crop with fall seeding.
X May be planted between these dates.
- May not be planted between these dates.
w
FENCING AND A
I
DRIP UNE �
SNOW FENCE
BOARD FENCE
ORINC
:Ka1ifII�
fail PLASTIC FENCE
CORRECT METHODS OF TREE FENCING
••� CORRECT TRUNK ARMORING
ON
TRIANGULAR BOARD FENCE
so
�a
g
0 § g
Z �p
Of 30
La
W W W
z W os
(7 Z � z '0 o R
z W , LD ILL), > $ N
(.D ? LLU LU~ r/)WW�
m
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N=�<Go
MIJ Z U)ZH LLJ
iie
ogin—�i- aa�
g
Q < (� d Zo
> a a�
U o
O W ow
F_-
(n w 8
�s
5
REVISIONS
REV DATE COMMENT
cxECI®er
1 6/18/2020 DRESS COUNTY JPN
COMMENTS RTY
2 12I09/2020 COMMENTS RTY
DRESS COUNTY JPN
Know what's below.
Call before you dig.
ALWAYS CALL 811
It's fast. It's free. Its the law.
ISSUED FOR
CONSTRUCTION
naGDRAWING IS WIEtInFb FOR MUNICPALAMORAGENCY REVIEWAW
APPROVAL IT INrENO®ASACONSRUICTgN DOCUM1EMUNI s'
uICANDED AS CONSTRUCTION
PROJECT No.: V194600
DRAWN BY: EEN
CHECKED BY: RTY
DATE: 03/18/2020
CAD I.D.: 1
PROJECT. VIRGINIA
STORMWATER
MANAGEMENT
PLAN
FOR
29TH PLACE DRIVE
THRU
LOCATION
1500 SEMINOLE TRAIL
CHARLOTTESVILLE, VA 22901
ALBEMARLE COUNTY
BOHLERY
28 BLACKWELL PARK LANE, SUITE 201
WARRENTON, VIRGINIA 20186
Phone: (540)349-4500
Fax: (540) 349-0321
VA@BohlerEng.com
r` pLTH ri^
Lic. No. 0402056625
12/09/2020 I
SHEET TITLE:
EROSION AND
SEDIMENT
CONTROL
DETAILS
SHEET NUMBER
C-604
REVISION 2 - 9/25/2020
SNOP ERS' W RLD L C. `' '
7552 PG .i28 �1' - / -�i .B. 336P�PC. 736
TM 61M l2-IC2 1j - - , / x. 10' umm EauA/EM g�' , TM 61U
_ F'ER R[r .Es / % ZON/NEl:• H/GNWAY'L'OMMERC/AL
PLED OEYELOPMENT SNORRY6 CENTER :` \ B.B. 340 M isz, /' PRESENT USL:', DOG GROOAGNG AND BOARDING
PR ENT 1/3'E., SNOPP/NC CENTER ' 'I
4 260,528 S.F. OR 5981 AC. / I
/ mow\
/ J � b(TA9Nr ;1
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_ O8 19JB /G 111 �, I
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D.B. 2110 PG. 308
/ D.B. 2110 PG. 311 �
TM 61 U-01-15
UNITS DE,o AREA: 66,601 S.F. OR 1.529 AC. '
/ DISTURBANCE
10' CLE9 FASENEN1 ` _.
D.B. 3sl PG EI / PB•
- i
/ 12 -
,� I LO r MRS • 1
POI 1
/------�J-�-- -------------------=------ - - - - -- /
2.32 C' /9F1 Q1 8C
6C2- - _ -
FS
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/
10 "PAkN/NG SEP&ICK
FS
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LOW LOW LOW LO AIP", La. 0 D.B. n"Fa�E
O.E. 400 X.f12
7R R 7E[EC,4APW COWPAW
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O.8 419 FG 4i5 99 400 X 122
SEM/NOLE(�TRAILp-I / S. RTE. 29
VAIN /iALPAIFOGPUBL/C R049WAY
PRE -DEVELOPMENT DRAINAGE PLAN
- EXISTING IMPERVIOUS AREAS - 26,773 SF (0.62 AC)
r
r
- EXISTING PERVIOUS AREAS - 2,929 SF (0.08 AC)
r
INAGE FLOW PATH , ,
FLYND
6EF60 FASNEW
BB9 PC. 1E3
(�w
30 15 7.5 0 30
1 "= 30,
SNO ERS' WORLD LC 51 ' �. �c/ / LLT•�•,• �28.�336P,l
1552 PG. .18 ( , 70• gy M� / A" k , TA/ $W-P/ f�
IW 51M 12 1C1 �� I r� ' 1 pE.P PEx is / _, , // ZON/Ny!'.• N/GNWAY'CPMMERCGL \
PLA ED DEVELOPMENT SHOPPING CENTER /� ' ` \ 09 No P9 ds1 / E ! PRESENT USE.•, DOG GRPOMING AND BOARDING
PR ENT USE.• SHOPP/NO CENTER / `• `\ ' ' o
4 A: 260,528 S.F. PR 5981 AC.
Ev
M, 30wf 0R/l£ FASF1/TNr
GV• 11Pr \`', /// / /\ 0.&BSJ FG!)6 +i 0.6 345 FC 971
0.9. 3%FC 311 .9 z o
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/ / O
/ EASfMEN94ff ` __ _ _ - •
% OB 48T0 X 24
O.E. C46P0. 33l /
F REVISIONS
DRAM
0170097
REV DATE COMMENT cNEcx®BY
/
<•
LANDS NIF 1 6/19/2020 ADDRESS COUNTY JPN
4 SW29 LC COMMENTS RTY
D.B. 2110 PG. 308 I 2 12 09/2020 ADDRESS COUNTY JPN
4 /,1 D.B. 2110 PG. 311 COMMENTS RTY
/ TM 61 U-01-15
l /
AREA: 66,601 S.F. OR 1.529 AC.
/ OISNRBANCE /'
RIDGE
G CT- le tI'o 19Y1W 9
rOUNgNv
10'EEC EBEAIF / _ r
0.9 561 FG Bl o�
-J S
UNITS
/ LO IVV-'WORK OF "� .. T
__-- POI s,
.. / � 4
/ - - - - 01=17�t
,&5 CFS xa2 / , - l Knoww6at§bE101AL
/ 5 - / Call 6efole you dig.
J 010=2.9z22 CFS
2CFS / • «�\ m'vAaBwc sEiaAcr vALWAYS CALL 811
12• B• •11.0
r -
LOW LOW LOW LO f F,lpp7f Lp
oero ,�rry r
O.B 419 fG 404 10' U!N//Y F.AiMENr
09 419 FG 435 99 4FAA FC 111
SEMINOLE TRA,Pp IL_-U.S. RTE. 29
�A ASB�< M409IG UB�C WWGNAY
POST -DEVELOPMENT DRAINAGE PLAN
Y
Y - PROPOSED IMPERVIOUS AREAS - 20,802 SF (0.50 AC)
Y
Y
Y
Y - PROPOSED PERVIOUS AREAS - 8,900 SF (0.20 AC)
Y
xxxxaxaaaaxxxxa_,)"x
ISSUED FOR
Z CONSTRUCTION
'TIUSDRAWNGISINTENDED FORAYJMQPA ANDNRAGENCY RE HAND
1 APPROVAL RIS NDi IN1ENDEBAS ACONSTRUCTiON DOCORfrNTONtESS
J WO GA mOTFffRMSE
PROJECT No-: V 194600
DRAWN BY: EEN
CHECKED BY: RTY
DATE: 03/18/2020
CAD I.D.: 1
30 15 7.5 0 30 PROJECT: VIRGINIA
1"=30' STORMWATER
MANAGEMENT
PLAN
FOR
29TH PLACE DRIVE
THRU
DRAINAGE FLOW PATH
LOCATION
STORMWATER MANAGEMENT NARRATIVE 1500 TESVI LE TRAIL
CHARLOTTESVILLE, VA 22901
ALBEMARLE COUNTY
OVERVIEW
STORMWATER NARRATIVE
AS SHOWN BY THE CALCULATIONS, THE FLOWS HAVE BEEN REDUCED TO EACH EXISTING STORM INLET WITH
THE SUBJECT SITE IS CURRENTLY DEVELOPED WITH AN EXISTING SHOPPING CENTER AND ASSOCIATED
WATER QUALITY REQUIREMENTS FOR THIS SITE WILL BE MET THROUGH THE REDUCTION OF IMPERVIOUS
THE PROPOSED DEVELOPMENT. THEREFORE, THE 72" CULVERT AT THE POINT OF ANALYSIS AND ALL
PARKING AND UTILITIES. THE PROPOSED IMPROVEMENTS INCLUDE ALTERATIONS TO THE EXISTING
AREA TO ENSURE THAT THERE IS NO DEGRADATION TO THE STORMWATER QUALITY CAUSED BY THE
UPSTREAM CONVEYANCES ARE ADEQUATELY DESIGNED FOR THE PROPOSED FLOW. BECAUSE THE EXISTING
COMMERCIAL BUILDING, THE CONSTRUCTION OF A NEW DRIVE-THRU LANE AND DRIVE-THRU SITE FEATURES,
MODIFICATIONS TO THE EXISTING PARKING AREA, AND THE INSTALLATION OF ASSOCIATED LANDSCAPING
DEVELOPMENT OF THIS SITE.
STORM SYSTEM CAN ADEQUATELY CONVEY THE POST -DEVELOPMENT FLOWS FROM THE DEVELOPMENT
AREA TO A POINT OF ANALYSIS WHICH IS LESS THAN 1% OF THE TOTAL CONTRIBUTING DRAINAGE AREA, BOTH
AND UTILITIES.
WATER QUANTITY REQUIREMENTS WILL BE MET BY ANALYZING THE EXISTING DOWNSTREAM SYSTEM WHICH
CHANNEL PROTECTION AND FLOOD PROTECTION REQUIREMENTS HAVE BEEN MET. SINCE BOTH FLOOD
g p H L E R �/
DRAINS TO THE POINT OF ANALYSIS, POI #1. ALL SITE RUNOFF ULTIMATELY DRAINS TO THE EXISTING 72"
PROTECTION AND CHANNEL PROTECTION REQUIREMENTS HAVE BEEN SATISFIED, ALL STORMWATER
EXISTING CONDITIONS
UNDERGROUND CULVERT, FLOWING TO THE SOUTH ALONG SEMINOLE TRAIL (ROUTE 29). AT THIS POINT OF
QUANTITY REQUIREMENTS HAVE BEEN MET AND NO FURTHER ANALYSIS OR CALCULATIONS ARE REQUIRED.
28 BLACKWELL PARK LANE, SUITE 201
ANALYSIS, THE CONTRIBUTING DRAINAGE AREA FROM THE SUBJECT SITE (0.70 AC) IS LESS THAN 1% OF THE
THE EXISTING PROPERTY IS CURRENTLY DEVELOPED AS AN EXISTING COMMERCIAL SHOPPING CENTER WITH
TOTAL WATERSHED AREA (107.6 ACRES), THEREFORE SATISFYING THE LIMIT OF ANALYSIS FOR BOTH
BEST MANAGEMENT PRACTICES NARRATIVE
ASSOCIATED PARKING, UTILITIES, AND LANDSCAPING. THE EXISTING RUNOFF FLOWS INTO EXISTING STORM
CHANNEL AND FLOOD PROTECTION.
WARRENTON, VIRGINIA 20186
INLETS LOCATED ONSITE WHICH CONVEY THE DRAINAGE TO AN EXISTING 72" STORM CULVERT WHICH FLOWS
SINCE THE SUBJECT SITE IS A REDEVELOPED SITE, WATER QUALITY REQUIREMENTS WERE. CALCULATED
Phone: (540) 349-4500
FROM NORTH TO SOUTH ACROSS THE SITE. THIS CULVERT LEAVES THE SHOPPING CENTER ON THE
PLEASE SEE SHEET C-902 FOR DRAINAGE MAPS SHOWING THE TOTAL WATERSHED AREA.
USING THE VIRGINIA RUNOFF REDUCTION METHOD (VRRM) RE DEVELOPMENT SPREADSHEET. USING THIS
Fax: (540) 349-0321
SOUTHERN SIDE AND CONTINUES TO FLOW SOUTH DOWN SEMINOLE TRAIL (ROUTE 29) TO THE ULTIMATE
SPREADSHEET, IT WAS DETERMINED THAT THE DEVELOPMENT OF THIS SITE MEETS THE PHOSPHORUS
VA@BohleiEng.com
OUTFALL.
SINCE THE TOTAL DEVELOPMENT AREA IS LESS THAN AN ACRE, THE RATIONAL METHOD WAS UTILIZED TO
REMOVAL REQUIREMENTS BASED ON THE PROPOSED REDUCTION OF IMPERVIOUS LAND COVER. PLEASE
DETERMINE THE PRE -DEVELOPMENT AND POST -DEVELOPMENT FLOWS. BASED ON LAND COVER, THE
SEE SHEET C-902 FOR THE VRRM SPREADSHEET SUMMARY. BECAUSE THE REQUIRED PHOSPHORUS
PROPOSED IMPROVEMENTS
PRE -DEVELOPMENT C-FACTOR WAS CALCULATED AS 0.81 AND THE POST -DEVELOPMENT C-FACTOR WAS
INTENSITY WERE FROM
REMOVAL HAS BEEN MET FOR THE PROPOSED DEVELOPMENT, ALL STORMWATER QUALITY REQUIREMENTS
PROJECT MET FURTHER IS
LTH OF
CALCULATED AS 0.65. THE 5-MINUTE RAINFALL VALUES DETERMINED BASED ON DATA
FOR THIS HAVE BEEN AND NO ANALYSIS REQUIRED.
THE PURPOSE OF THIS PROJECT IS TO ALTER A PORTION OF THE EXISTING BUILDING FOR A DRIVE-THRU
THE NOAA ATLAS 14 POINT PRECIPITATION FREQUENCY DATABASE.
RESTAURANT AND CONSTRUCT DRIVE-THRU LANES AND ASSOCIATED PARKING, UTILITIES AND SITE
FEATURES. THE PROPOSED DISTURBANCE AREA IS APPROXIMATELY 0.70 ACRES.
THE PRE FLOWS WERE CALCULATED AS:
CONCLUSION
C
-DEVELOPMENT
Z
1-YEAR FLOW = 2.32 CFS
SINCE CHANNEL AND FLOOD PROTECTION REQUIREMENTS HAVE BEEN MET AND THE AMOUNT IMPERVIOUS
V y
AREA REDUCED WITH THE DEVELOPMENT MEETS THE THE VRRM REQUIREMENTS FOR PHOSPHORUS
N YA R
2-YEAR FLOW = 2.78 CFS
REMOVAL; IT IS THE OPINION OF THE ENGINEER THAT ALL STORMWATER REQUIREMENTS HAVE BEEN MET
FOR THIS SITE.
Lic. No. 0402056625 ar
10-YEAR FLOW = 3.66 CFS
O�
THE POST -DEVELOPMENT FLOWS WERE CALCULATED AS:
ADEQUATE OUTFALL NARRATIVE
12/09/2020
1-YEAR FLOW = 1.85 CFS
THE EXISTING ONSITE STORMWATER PIPES OUTFALL TO AN EXISTING DOWNSTREAM UNDERGROUND
EaG`
2-YEAR FLOW = 2.21 CFS
CULVERT. SINCE THE EXISTING UNDERGROUND CULVERT CAN ADEQUATELY CONVEY FLOW IN THE
NAL
10-YEAR FLOW = 2.92 CFS
POST -DEVELOPED CONDITION AT THE POINT OF ANALYSIS, THE OUTFALL POINT IS CONSIDERED ADEQUATE.
SHEET TITLE:
STORMWATER
COMPLIANCE
PLAN
SHEET NUMBER.
C-901
20 10 5 0 20
REVISION 2 - 9/25/2020
1"=29
CONTRIBUTING DRAINAGE AREA MAP
.tee- AMI +�0
250 125 62.5 0 250
i
1 "= 250'
Vvgtno Runoff Reduction Method Worksheet
DIED, Virginia Runoff Reduction Method Re-Developm nt Compliance Spreadsheet -Version 3.0
8MP Design Spec/ffcorions List: 2013 Draft Stds & Spam
Site Summary
Project Title: 29th Place Starbucks
Date: 12/11/2020 Total Rainfall (in): 43
Total Disturbed Acreage: 0.70
Site Land Cover Summary
Pre-ReDevelopment Land Cover lacres)
A soils
BSoils
CSoils
DSoils
Totals
%of Total
Forest/Open (acres)
0.00
0.DO
0.00
0.00
0,00
0
Managed Turf (acres)
0,00
0.DO
0.00
0.08
0.08
11
Impervious Cover (acres)
0,00
0.00
om
0.62
0.62
89
0.70
100
Post-ReDevelooment Land Cover (acres)
A solis
B Soils
C Soils
D Soils
Totals
of Total
Forest/Open (acres)
DL
0.00
0.00
0.00
0.00
0
Managed Turf (acres)
0.00
0.00
0.00
0.20
0.20
29
Impervious Cover (acres)
0.00
om
om
0.50
1 0.50
71
0 70
too
Site TV and Land Cover Nutrient Loads
Final Post -Development
Post-
Post-
Adjusted Pre-
ReDevelopment
ReDevelopment
Development
ReDevelopment
Impervious)
& New Im pe
(New Impervious)
Site Rv
0.75
0.75
--
0.87
Treatment Volume [W)
1,906
1.906
--
2,211
TP Load (lb/yr)
1.20
1.20
--
1.39
otal TP Load Reduction Required (Ib/yrj -0.05 -0-05 0
Final Post -Development load
(Post-ReDevelopment & New Impervious)
Pre-
ReDevelopment
TN Load (lb/yr)
857
9.94
Pre-
Final Post -Development
Post-ReDevelopment TP
ReDevelopment
TP Load per acre
TP Load per acre
Load per acre
((b/acre/yr)
(lb/acre/yr)
Ib/acre/ r
1.98
1.71
1.71
... -.. -.. -.. -- --- ---------------------- -.. -.. -.. -.. --. - -- -..-.. --. - - -----------------------------. --.. -.- -..-.. -.. --. - --
Site Compliance Summary
Maximum % Reduction Required Below
Pre-ReDevelopment Loa TO.,
Total Runoff Volume Reduction (its)
0
Total TP Load Reduction Achieved (ib/yr)
O.OD
Total TN Load Reduction Achieved (ib/yr)
000
Remaining Post Development TP Load
IJO
(lb/yr)
Remaining TP Load Reduction jlb/yr)
Required
0
2/42020
StreannStats
PIT: Prediction Interval -Lower, Plu:
Prediction Interval -Upper, SEp:
Standard Error of Prediction, SE:
Standard Error (other -- see report)
Statistic
Value
Unit
SEp
2 Year Peak Flood
38.1
ft"3/s
17
2 33 Year Peak Flood
46.3
ft"3/s
18
5 Year Peak Flood
94.6
ft"3/s
20
10 Year Peak Flood
155
ft"3/s
24
25 Year Peak Flood
256
ft"3/s
29
50 Year Peak Flood
360
ft"3/s
32
100 Year Peak Flood
534
ft"3/s
30
200 Year Peak Flood
687
ft"3/s
33
Peak Flow Statistics Citations
Austin, S.H., Krstolic, J.L., and Wiegand, Ute,2011, Peak -flow characteristics of Virginia
streams: U.S. Geological Survey Scientific Investigations Report 2011-5144, 106 p. + 3
tables and 2 appendixes on CD. (http://pubs.usgs.gov/sir/2011/5144/)
" TARGET TP REDUCTION EXCEEDED BY O.OS LB/YEAR ••
2A12020
StreamStats
29th Place Starbucks
Region ID: VA
Workspace ID: VA20200204224135180000
Clicked Point (Latitude, Longitude): 38.07788,-78.47792
Time: 2020-02-04 1 7:41:52 -0500
1I i
-P a 671;
°'
z II
c l
,n �iy
t dkO FOtc \,
Q = V
Y
-S
a � p
%y
I'�/+i!lpWO,�r! Till
Basin Characteristics
Parameter Code
DRNAREA
Id �
\ \ Yers
yy
Rio
`Q6
� � ih•.ioaesville
F.,, pion Square
c
R`
Parameter Description
Area that drains to a point on a stream
Peak Flow Statistics ParameterSIBL eaidge2Di 1 5144
Parameter Code
DRNAREA
Parameter Name
Drainage Area
Peak FlowStatistics Flow Reportlgmeadge2al151441
htps:#Stresrn*1s usg s.govSsf
Value Units
0-17 square miles
Value Unit
0.17 square miles
Min Limit Max Limit
0-06 7866
12
CD
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Q ¢ 0 C1 wcn
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U
w
H
U
REVISIONS
P® 1
REV
DATE
COMMENT
ADDRESS COUNTY
18/2020
COMMENTS
ARTY
ADDRESS COUNTY
COMMENTS
call before you dig.
ALWAYS CALL811
Its fast. It's free. It's the law.
ISSUED FOR
CONSTRUCTION
' THIS DRAWING IS INTENDED FOR MUNICIPAL ANDMR AGENCY REVIEWAND '
APPROVAL IT IS NOT INTENDED AS A CONSTRUCTION DOCUMENT UNLESS
INDICATED OTHERWISE.
PROJECT No.:
V194600
DRAWN BY:
EEN
CHECKED BY:
RTY
DATE:
03/18/2020
CAD I.D.:
1
PROJECT: VIRGINIA
STORMWATER
MANAGEMENT
PLAN
FOR
29TH PLACE DRIVE
THRU
LOCATION
1500 SEMINOLE TRAIL
CHARLOTTESVILLE, VA 22901
ALBEMARLE COUNTY
BOHLER//
28 BLACKWELL PARK LANE, SUITE 201
WARRENTON, VIRGINIA 20186
Phone: (540)349-4500
Fax: (540)349-0321
VA@BohlerEng.com
Lic. No. 0402056625
t 12/09/2020 14
SHEET TITLE:
STORMWATER
COMPLIANCE
PLAN
SHEET NUMBER
C-902
REVISION 2 - 9/25/2020