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HomeMy WebLinkAboutWPO201400035 Plan - Approved 2014-04-18I. f, L p I� I i i CONTACT INFORMATION REFERENCES +BOUNDARY & TOPOGRAPHIC /ALTA SURVEY: "ALTA/ACSM LAND TITLE SURVEY OF THE PROPERTY OF BRASS, INC." PREPARED BY: KIRK HUGHES AND ASSOCIATES PROJECT NUMBER: 97 -159 DATED: MARCH 3, 1998 (REVISED JULY 8, 2003) +GEOTECHNICAL REPORT: "REPORT OF SUBSURFACE EXPLORATION AND GEOTECHNICAL ANALYSIS." PREPARED BY: ECS MID - ATLANTIC, LLC PROJECT NUMBER: 28:1552 DATED: MARCH 29, 2013 +ZONING APPLICATION PLAN AMENDMENT: "ZMA #2009 -001 ZONING APPLICATION PLAN AMENDMENT FOR 5TH STREET - AVON CENTER" PREPARED BY: BOHLER ENGINEERING PROJECT NUMBER: V122001 DATED: MARCH 5, 2012 (REVISED AUGUST 31, 2012) +FLOODPLAIN SPECIAL USE PERMIT: "SPECIAL USE PERMIT - FLOODPLAIN FILL EXHIBIT" PREPARED BY: BOHLER ENGINEERING PROJECT NUMBER: V122001 DATED: SEPTEMBER 21, 2012 (REVISED DECEMBER 14, 2012) "CRITICAL SLOPES EXHIBIT" PREPARED BY: BOHLER ENGINEERING PROJECT NUMBER: V122001 DATED: MARCH 5, 2012 +WATER PROTECTION ORDINANCE: "MINOR GRADING PLAN FOR STREAM ACCESS AT AVON LANDFILL" PREPARED BY: BOHLER ENGINEERING PROJECT NUMBER: V122001 DATED: DECEMBER 19, 2013 (REVISED APRIL 10, 2013) +WATER PROTECTION ORDINANCE: "WATER PROTECTION ORDINANCE PLAN - PHASE II FOR FIFTH STREET STATION" PREPARED BY: BOHLER ENGINEERING PROJECT NUMBER: V122001 DATED: DECEMBER 13, 2013 ROAD IMPROVEMENT PLAN: "ROAD IMPROVEMENT PLAN FOR BENT CREEK PARKWAY" PREPARED BY: BOHLER ENGINEERING PROJECT NUMBER: V122001 DATED: NOVEMBER 26, 2013 +ROAD IMPROVEMENT PLAN: "ROAD IMPROVEMENT PLAN FOR FIFTH STREET AND BENT CREEK ROAD INTERSECTION" PREPARED BY: BOHLER ENGINEERING PROJECT NUMBER: V122001 DATED: APRIL 26, 2013 GOVERNING AGENCIES + COUNTY OF ALBEMARLE DEPARTMENT OF COMMUNITY DEVELOPMENT 401 McINTIRE ROAD CHARLOTTESVILLE, VA 22902 TEL: (434) 296 -5832 FAX: (434) 972 -4126 UTILITIES e ALBEMARLE COUNTY SERVICE AUTHORITY 168 SPOTNAP ROAD CHARLOTTESVILLE, VA 22911 TEL: (434) 977 -4511 ISSUElrJ` \ti/R C(3)" V ST11RUCTIO N SIGNATURE DATE SIGNATURE DATE SIGNATURE DATE THIS DOCUMENT IS NOT ISSUED BY BOHLER ENGINEERING FOR CONSTRUCTION WITHOUT THREE (3) SIGNATURES BEPC PROJECT # REVISION DATE: GENERAL NOTE: IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THIS PROJECT WORK SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIVE T( THE SPECIFICATIONS OR APPLICABLE CODES, IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD IN WRITING PRIOR TO THE START OF CONSTRUCTION, FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUTE ACCEPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF THE WORK AS DEFINED BY THE DRAWINGS AND II FULL CONFORMANCE WITH LOCAL REGULATIONS AND CODES. AM"""'EN...D..,\./1EN I I PLAN... 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Fa $° Lake,.,, LOCATION MAP vv, 11 \1V1 I I f LJV I I IL lvlf r FLIJF LC PERMIT USE NO. 20602153 -5 SCALE: V=2000' +OWNERS: NEW ERA PROPERTIES, LLC 14254 CEDAR ROAD, APARTMENT 201 CLEVELAND, OH 44121 -3242 (216)624 -7667 AVON HOLDINGS, LLC 1209 NORTH ORANGE STREET WILMINGTON DE 19801 +APPLICANT: RIVERBEND MANAGEMENT 321 EAST MAIN STREET, SUITE 201 CHARLOTTESVILLE, VA 22902 (434)245 -4932 CONTACT: ALAN TAYLOR S.J. COLLINS ENTERPRISES 5B SOUTHWEST BROAD STREET FAIRBURN, GA 30213 (770)692 -8300 CONTACT: DANIEL S. TUCKER PJLOEPARED 13Y 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540) 349 -4500 Fax: (540) 349 -0321 www. BohlerEngineering. c o m CONTACT: DANIEL R. HINES, P.E. 9 APPROVED by the Albemarle County Community Development Department Date ; - Z3- Z g j -� File INSPECTIONS DEPARTMENT: DATE: ALBEMARLE COUNTY SERVICE AUTHORITY DATE: u PLANNING DEPARTMENT DATE: ENGINEERING DEPARTMENT DATE: VIRGINIA DEPARTMENT OF TRANSPORTATION DATE: VIRGINIA DEPARTMENT OF HEALTH DATE: ARCHITECTURAL REVIEW BOARD DATE: FIRE AND RESCUE DEPARTMENT DATE: WE THE UNDERSIGNED DEVELOPER(S) UNDERSTAND THAT APPROVAL OF THIS PLAN BY THE COUNTY OF ALBEMARLE DOES NOT NECESSARILY INDICATE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT) APPROVAL OF THE PLAN. APPROVAL OF THE PLAN BY THE COUNTY DOES NOT IN ANY WAY RELIEVE ME OF MY RESPONSIBILITY IN OBTAINING FINAL VDOT APPROVAL PRIOR TO THE ISSUANCE OF BUILDING PERMITS AND /OR CERTIFICATES OF OCCUPANCY. SHEET INDEX SHEET TITLE SHEET NUMBER COVER SHEET 1 GENERAL NOTES 2A-B EROSION AND SEDIMENTS CONTROL NOTES 3 OVERALL PLAN 4A -B EROSION AND SEDIMENT CONTROL PHASE 1A 5A -G EROSION AND SEDIMENT CONTROL PHASE 1 B 6A -G SEDIMENT BASIN DESIGN CALCULATIONS 7 SEDIMENT CONTROL MEASURE CALCULATIONS 8 EROSION AND SEDIMENT CONTROL DETAILS 9 UNDERGROUND SPRING SYSTEM DESIGN 10 • J Ld oj GENERAL AL NOTES CONTRACTOR IS RESPONSIBLE FOR COMPLIANCE WITH THE NOTES AND SPECIFICATIONS CONTAINED HEREIN. CONTRACTOR IS RESPONSIBLE TO ENSURE THAT ALL SUBCONTRACTORS FULLY AND COMPLETELY CONFORM TO AND COMPLY WITH THESE REQUIREMENTS. 1. THE FOLLOWING DOCUMENTS ARE INCORPORATED BY REFERENCE AS PART OF THIS SITE PLAN: • "SURVEY - "ALTA/ACSM LAND TITLE SURVEY OF THE PROPERTY OF BRASS, INC ", KIRK HUGHES AND ASSOCIATES, MARCH 3, 1998, (REVISED JULY 8, 2003). • " GEOTECHNICAL REPORT - "REPORT OF SUBSURFACE EXPLORATION AND GEOTECHNICAL ANALYSIS", ECS MID - ATLANTIC, LLC, MARCH 29, 2013 PRIOR TO THE START OF CONSTRUCTION, THE CONTRACTOR MUST VERIFY THAT HE /SHE HAS THE LATEST EDITION OF THE DOCUMENTS REFERENCED ABOVE. THIS IS CONTRACTOR'S RESPONSIBILITY. 2. ALL ACCESSIBLE (A /K/A ADA) PARKING SPACES MUST BE CONSTRUCTED TO MEET, AT A MINIMUM, THE MORE STRINGENT OF THE REQUIREMENTS OF THE "AMERICANS WITH DISABILITIES ACT" (ADA) CODE (42 U.S.C. § 12101 et seq. AND 42 U.S.C. § 4151 E HE PROJECT IS T B CONSTRUCTED, AND ANY AND ALL NTS OF THE JURISDICTION WHERE T O E R et se OR THE REQUIREMENTS , q) AMENDMENTS TO BOTH WHICH ARE IN EFFECT WHEN THESE PLANS ARE COMPLETED. 3. PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR IS RESPONSIBLE TO ENSURE THAT ALL REQUIRED PERMITS AND APPROVALS HAVE ABRICATION SHALL BEGIN UNTIL THE CONTRACTOR HAS E BEEN O BTAINED. NO CONSTRUC TI ON OR RECEIVED AND THOROUGHLY REVIEWED THE COMMENTS TO ALL PLANS AND OTHER DOCUMENTS REVIEWED AND APPROVED BY THE PERMITTING AUTHORITIES AND CONFIRMED THAT ALL NECESSARY OR REQUIRED PERMITS HAVE BEEN OBTAINED. CONTRACTOR MUST HAVE COPIES OF ALL PERMITS AND APPROVALS ON SITE AT ALL TIMES. 4. THE OWNER /CONTRACTOR MUST BE FAMILIAR WITH AND RESPONSIBLE FOR THE PROCUREMENT OF ANY AND ALL CERTIFICATIONS REQUIRED FOR THE ISSUANCE OF A CERTIFICATE OF OCCUPANCY. 5. ALL WORK MUST BE PERFORMED IN ACCORDANCE WITH THESE PLANS,. SPECIFICATIONS AND CONDITIONS OF APPROVAL, AND ALL APPLICABLE REQUIREMENTS, RULES, REGULATIONS, STATUTORY REQUIREMENTS, CODES, LAWS AND STANDARDS OF ALL GOVERNMENTAL ENTITIES WITH JURISDICTION OVER THIS PROJECT. 6. THE GEOTECHNICAL REPORT AND RECOMMENDATIONS SET FORTH HEREIN ARE A PART OF THE REQUIRED CONSTRUCTION DOCUMENTS AND, IN CASE OF CONFLICT, DISCREPANCY OR AMBIGUITY, THE MORE STRINGENT REQUIREMENTS AND /Oft RECOMMENDATIONS CONTAINED IN THE PLANS AND THE GEOTECHNICAL REPORT AND RECOMMENDATIONS SHALL TAKE PRECEDENCE UNLESS SPECIFICALLY NOTED OTHERWISE ON THE PLANS. THE CONTRACTOR MUST NOTIFY THE ENGINEER, IN WRITING, OF ANY SUCH CONFLICT, DISCREPANCY OR AMBIGUITY BETWEEN THE GEOTECHNICAL REPORTS AND PLANS AND SPECIFICATIONS PRIOR TO PROCEEDING WITH ANY FURTHER WORK. 7. THESE PLANS ARE BASED ON INFORMATION PROVIDED TO BOHLER ENGINEERING BY THE OWNER AND OTHERS PRIOR TO THE TIME OF PLAN PREPARATION. CONTRACTOR MUST FIELD VERIFY EXISTING CONDITIONS AND NOTIFY BOHLER ENGINEERING, IN WRITING, IMMEDIATELY IF ACTUAL SITE CONDITIONS DIFFER FROM THOSE SHOWN ON THE PLAN, OR IF THE PROPOSED WORK CONFLICTS WITH ANY OTHER SITE FEATURES. 8. ALL DIMENSIONS SHOWN ON THE PLANS MUST BE FIELD VERIFIED BY THE CONTRACTOR PRIOR TO THE START OF CONSTRUCTION. CONTRACTOR MUST NOTIFY ENGINEER, IN WRITING, IF ANY CONFLICTS, DISCREPANCIES, OR AMBIGUITIES EXIST PRIOR TO PROCEEDING WITH CONSTRUCTION. NO EXTRA COMPENSATION WILL BE PAID TO THE CONTRACTOR FOR WORK WHICH HAS TO BE REDONE OR REPAIRED DUE TO DIMENSIONS OR GRADES SHOWN INCORRECTLY ON THESE PLANS PRIOR TO CONTRACTOR GIVING ENGINEER WRITTEN NOTIFICATION OF SAME AND ENGINEER, THEREAFTER, PROVIDING CONTRACTOR WITH WRITTEN AUTHORIZATION TO PROCEED WITH SUCH ADDITIONAL WORK. 9. CONTRACTOR MUST REFER TO THE ARCHITECTURAL /BUILDING PLANS "OF RECORD" FOR EXACT LOCATIONS AND DIMENSIONS OF ENTRY /EXIT POINTS, ELEVATIONS, PRECISE BUILDING DIMENSIONS, AND EXACT BUILDING UTILITY LOCATIONS. 10. PRIOR TO THE START OF CONSTRUCTION, THE CONTRACTOR MUST COORDINATE THE BUILDING LAYOUT BY CAREFUL REVIEW OF THE ENTIRE SITE PLAN AND THE LATEST ARCHITECTURAL PLANS (INCLUDING, BUT NOT LIMITED TO, STRUCTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND FIRE SUPPRESSION PLAN, WHERE APPLICABLE). CONTRACTOR MUST IMMEDIATELY NOTIFY OWNER, ARCHITECT AND SITE ENGINEER, IN WRITING, OF ANY CONFLICTS, DISCREPANCIES OR AMBIGUITIES WHICH EXIST. 11. DEBRIS MUST NOT BE BURIED ON THE SUBJECT SITE AND ALL UNSUITABLE EXCAVATED MATERIAL AND DEBRIS (SOLID WASTE) MUST BE DISPOSED OF IN ACCORDANCE WITH THE REQUIREMENTS OF ANY AND ALL GOVERNMENTAL AUTHORITIES WHICH HAVE JURISDICTION OVER THIS PROJECT OR OVER CONTRACTOR. 12. THE CONTRACTOR IS RESPONSIBLE FOR IDENTIFYING WHEN SHORING IS REQUIRED AND FOR INSTALLING ALL SHORING REQUIRED DURING EXCAVATION (TO BE PERFORMED IN ACCORDANCE WITH CURRENT OSHA STANDARDS) AND ANY ADDITIONAL PRECAUTIONS TO BE TAKEN TO ASSURE THE STABILITY OF ADJACENT, NEARBY AND CONTIGUOUS . STRUCTURES AND PROPERTIES. 13. THE CONTRACTOR IS TO EXERCISE EXTREME CARE WHEN PERFORMING ANY WORK ACTIVITIES ADJACENT TO PAVEMENT, STRUCTURES, ETC. WHICH ARE TO REMAIN EITHER FOR AN INITIAL PHASE OF THE PROJECT OR AS PART OF THE FINAL CONDITION. CONTRACTOR IS RESPONSIBLE FOR TAKING ALL APPROPRIATE MEASURES REQUIRED TO ENSURE THE STRUCTURAL STABILITY OF SIDEWALKS AND PAVEMENT, UTILITIES, BUILDINGS, AND INFRASTRUCTURE WHICH ARE TO REMAIN, AND TO PROVIDE A SAFE WORK AREA FOR THIRD PARTIES, PEDESTRIANS AND ANYONE INVOLVED WITH THE PROJECT. 14. THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING ANY DAMAGE DONE TO ANY NEW OR EXISTING CONSTRUCTION OR PROPERTY DURING THE COURSE OF CONSTRUCTION, INCLUDING BUT NOT LIMITED TO DRAINAGE, UTILITIES, PAVEMENT, STRIPING, CURB, ETC. AND SHALL BEAR ALL COSTS ASSOCIATED WITH SAME TO INCLUDE, BUT NOT BE LIMITED TO, REDESIGN, RE- SURVEY, RE- PERMITTING AND CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR AND MUST REPLACE ALL SIGNAL INTERCONNECTION CABLE, WIRING CONDUITS, AND ANY UNDERGROUND ACCESSORY EQUIPMENT DAMAGED DURING CONSTRUCTION AND MUST BEAR ALL COSTS ASSOCIATED WITH SAME. THE REPAIR OF ANY SUCH NEW OR EXISTING CONSTRUCTION OR PROPERTY MUST RESTORE SUCH CONSTRUCTION OR PROPERTY TO A CONDITION EQUIVALENT TO OR BETTER THAN THE CONDITIONS PRIOR TO COMMENCEMENT OF THE CONSTRUCTION, AND IN CONFORMANCE WITH APPLICABLE CODES, LAWS RULES, REGULATIONS, STATUTORY REQUIREMENTS AND STATUTES. CONTRACTOR MUST BEAR ALL COSTS ASSOCIATED WITH SAME. CONTRACTOR IS RESPONSIBLE TO DOCUMENT ALL EXISTING DAMAGE AND TO NOTIFY THE OWNER AND THE CONSTRUCTION MANAGER PRIOR TO THE START OF CONSTRUCTION. 15. ALL CONCRETE MUST BE AIR ENTRAINED AND HAVE THE MINIMUM COMPRESSIVE STRENGTH OF 4,000 PSI AT 28 DAYS UNLESS OTHERWISE NOTED ON THE PLANS, DETAILS AND /OR GEOTECHNICAL REPORT. 16. THE ENGINEER IS NOT RESPONSIBLE FOR CONSTRUCTION METHODS, MEANS, TECHNIQUES OR PROCEDURES, GENERALLY OR FOR THE CONSTRUCTION MEAN, METHODS, TECHNIQUES OR PROCEDURES FOR COMPLETION OF THE WORK DEPICTED BOTH ON THESE PLANS, AND FOR ANY CONFLICTS /SCOPE REVISIONS WHICH RESULT FROM SAME. CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE METHODSWEANS FOR COMPLETION OF THE WORK PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 17. THE ENGINEER OF RECORD IS NOT RESPONSIBLE FOR JOB SITE SAFETY. THE ENGINEER OF RECORD HAS NOT BEEN RETAINED TO PERFORM OR BE RESPONSIBLE FOR JOB SITE SAFETY, SAME BEING WHOLLY OUTSIDE OF ENGINEER'S SERVICES AS RELATED TO THE PROJECT. THE ENGINEER OF RECORD IS NOT RESPONSIBLE TO IDENTIFY OR REPORT ANY JOB SITE SAFETY ISSUES, AT ANY TIME. 18. ALL CONTRACTORS MUST CARRY THE SPECIFIED STATUTORY WORKER'S COMPENSATION INSURANCE, EMPLOYER'S LIABILITY INSURANCE AND LIMITS OF COMMERCIAL GENERAL LIABILITY INSURANCE (CGL). ALL CONTRACTORS MUST HAVE THEIR CGL POLICIES ENDORSED TO NAME BOH'_ER ENGINEERING, AND ITS PAST, PRESENT AND FUTURE OWNERS, OFFICERS, DIRECTORS, PARTNERS, SHAREHOLDERS, MEMBERS; PRINCIPALS, COMMISSIONERS, AGENTS, SERVANTS, EMPLOYEES, AFFILIATES, SUBSIDIARIES, AND RELATED ENTITIES, AND ITS SUBCONTRACTORS AND SUBCONSULTANTS AS ADDITIONAL NAMED INSURED AND TO PROVIDE CONTRACTUAL LIABILITY COVERAGE SUFFICIENT TO INSURE THIS HOLD HARMLESS AND INDEMNITY OBLIGATIONS ASSUMED BY THE CONTRACTORS. ALL CONTRACTORS MUST FURNISH BOHLER ENGINEERING WITH CERTIFICATIONS OF INSURANCE AS EVIDENCE OF THE REQUIRED INSURANCE PRIOR TO COMMENCING WORK AND UPON RENEWAL OF EACH POLICY DURING THE ENTIRE PERIOD OF CONSTRUCTION AND FOR ONE YEAR AFTER THE COMPLETION OF CONSTRUCTION. IN ADDITION, ALL CONTRACTORS WILL, TO THE FULLEST EXTENT PERMITTED UNDER THE LAW, INDEMNIFY, DEFEND AND HOLD HARMLESS BOHLER ENGINEERING AND ITS PAST, PRESENT AND FUTURE OWNERS, OFFICERS, DIRECTORS, PARTNERS, SHAREHOLDERS, MEMBERS, PRINCIPALS, COMMISSIONERS, AGENTS, SERVANTS, EMPLOYEES, AFFILIATES, SUBSIDIARIES, AND RELATED ENTITIES, AND ITS SUBCONTRACTORS AND SUBCONSULTANTS FROM AND AGAINST ANY DAMAGES, INJURIES, CLAIMS, ACTIONS, PENALTIES, EXPENSES, PUNITIVE DAMAGES, TORT DAMAGES, STATUTORY CLAIMS, STATUTORY CAUSES OF ACTION, LOSSES, CAUSES OF ACTION, LIABILITIES OR COSTS, INCLUDING, BUT NOT LIMITED TO, REASONABLE ATTORNEYS' FEES AND DEFENSE COSTS, ARISING OUT OF OR IN ANY WAY CONNECTED WITH OR TO THE PROJECT, INCLUDING ALL CLAIMS BY EMPLOYEES OF THE CONTRACTORS, ALL CLAIMS BY THIRD PARTIES AND ALL CLAIMS RELATED TO THE PROJECT. CONTRACTOR MUST NOTIFY ENGINEER, IN WRITING, AT LEAST THIRTY (30) DAYS PRIOR TO ANY TERMINATION, SUSPENSION OR CHANGE OF ITS INSURANCE HEREUNDER. 19. BOHLER ENGINEERING WILL REVIEW OR TAKE OTHER APPROPRIATE ACTION ON THE CONTRACTOR SUBMITTALS, SUCH AS SHOP DRAWINGS, PRODUCT DATA, SAMPLES, AND OTHER DATA, WHICH THE CONTRACTOR IS REQUIRED TO SUBMIT, BUT ONLY FOR THE LIMITED PURPOSE OF CHECKING FOR CONFORMANCE WITH THE DESIGN INTENT AND THE INFORMATION SHOWN IN THE CONSTRUCTION CONTRACT DOCUMENTS. CONSTRUCTION MEANS AND /OR METHODS AND /OR TECHNIQUES OR PROCEDURES, COORDINATION OF THE WORK WITH OTHER TRADES, AND CONSTRUCTION SAFETY PRECAUTIONS ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND BOHLER HAS NO RESPONSIBILITY OR LIABILITY FOR SAME HEREUNDER. BOHLER ENGINEERING'S SHOP DRAWING REVIEW WILL BE CONDUCTED WITH REASONABLE PROMPTNESS WHILE ALLOWING SUFFICIENT TIME TO PERMIT ADEQUATE REVIEW. REVIEW OF A SPECIFIC ITEM MUST NOT INDICATE THAT BOHLER ENGINEERING HAS REVIEWED THE ENTIRE ASSEMBLY OF WHICH THE ITEM IS A COMPONENT. BOHLER ENGINEERING WILL NOT BE RESPONSIBLE FOR ANY DEVIATIONS FROM THE CONSTRUCTION DOCUMENTS NOT PROMPTLY AND IMMEDIATELY BROUGHT TO ITS ATTENTION, IN WRITING, BY THE CONTRACTOR. BOHLER ENGINEERING WILL NOT BE REQUIRED TO REVIEW PARTIAL SUBMISSIONS OR THOSE FOR WHICH SUBMISSIONS OF CORRELATED ITEMS HAVE NOT BEEN RECEIVED. 20. NEITHER THE PROFESSIONAL ACTIVITIES OF BOHLER ENGINEERING, NOR THE PRESENCE OF BOHLER ENGINEERING AND /OR ITS PAST, PRESENT AND FUTURE OWNERS, OFFICERS, DIRECTORS, PARTNERS, SHAREHOLDERS, MEMBERS, PRINCIPALS, COMMISSIONERS, AGENTS, SERVANTS, EMPLOYEES, AFFILIATES, SUBSIDIARIES, AND RELATED ENTITIES, AND ITS SUBCONTRACTORS AND SUBCONSULTANTS AT A CONSTRUCTION /PROJECT SITE, SHALL RELIEVE THE GENERAL CONTRACTOR OF ITS OBLIGATIONS, DUTIES AND RESPONSIBILITIES INCLUDING, BUT NOT LIMITED TO, CONSTRUCTION MEANS, METHODS, SEQUENCE, TECHNIQUES OR PROCEDURES NECESSARY FOR PERFORMING, OVERSEEING, SUPERINTENDING AND COORDINATING THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS AND COMPLIANCE ANY HEALTH OR SAFETY PRECAUTIONS REQUIRED BY ANY REGULATORY AGENCIES WITH JURISDICTION OVER THE PROJECT AND /OR PROPERTY. BOHLER ENGINEERING AND ITS PERSONNEL HAVE NO AUTHORITY TO EXERCISE ANY CONTROL OVER ANY CONSTRUCTION CONTRACTOR OR ITS EMPLOYEES IN CONNECTION WITH THEIR WORK OR ANY HEALTH OR SAFETY PROGRAMS OR PROCEDURES. THE GENERAL CONTRACTOR IS SOLELY RESPONSIBLE FOR JOB SITE SAFETY, BOHLER ENGINEERING SHALL BE INDEMNIFIED BY THE GENERAL CONTRACTOR AND MUST BE NAMED AN ADDITIONAL INSURED UNDER THE GENERAL CONTRACTOR'S POLICIES OF GENERAL LIABILITY INSURANCE AS DESCRIBED ABOVE IN NOTE 19 FOR JOB SITE SAFETY. 21. IF THE CONTRACTOR DEVIATES FROM THE PLANS AND SPECIFICATIONS, INCLUDING THE NOTES CONTAINED HEREIN, WITHOUT FIRST OBTAINING THE PRIOR WRITTEN AUTHORIZATION OF THE ENGINEER FOR SUCH DEVIATIONS, THE Ir GENERAL NOTE: IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THIS PROJECT WORK SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIVE TC THE SPECIFICATIONS OR APPLICABLE CODES, IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD IN WRITING PRIOR TO THE START OF CONSTRUCTION. FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUTE ACCEPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF THE WORK AS DEFINED BY THE DRAWINGS AND IP FULL CONFORMANCE WITH LOCAL REGULATIONS AND CODES. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE PAYMENT OF ALL COSTS INCURRED IN CORRECTING ANY WORK DONE WHICH DEVIATES FROM THE PLANS, ALL FINES AND /OR PENALTIES ASSESSED WITH RESPECT THERETO AND ALL COMPENSATORY OR PUNITIVE DAMAGES RESULTING THEREFROM AND, FURTHER, SHALL DEFEND, INDEMNIFY AND HOLD HARMLESS THE ENGINEER, TO THE FULLEST EXTENT PERMITTED UNDER THE LAW, IN ACCORDANCE WITH PARAGRAPH 19 HEREIN, FOR AND FROM ALL FEES, ATTORNEYS' FEES, DAMAGES, COSTS, JUDGMENTS, PENALTIES AND THE LIKE RELATED TO SAME. 22. CONTRACTOR IS RESPONSIBLE FOR MAINTENANCE AND PROTECTION OF TRAFFIC PLAN FOR ALL WORK THAT AFFECTS PUBLIC TRAVEL EITHER IN THE R.O.W. OR ON SITE. THE COST FOR THIS ITEM MUST BE INCLUDED IN THE CONTRACTOR'S PRICE. 23. ALL SIGNING AND PAVEMENT STRIPING MUST CONFORM TO MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES OR LOCALLY APPROVED SUPPLEMENT. 24. ENGINEER IS NOT RESPONSIBLE FOR ANY INJURY OR DAMAGES RESULTING FROM CONTRACTOR'S FAILURE TO BUILD OR CONSTRUCT IN STRICT ACCORDANCE WITH THE APPROVED PLANS. IF CONTRACTOR AND /OR OWNER FAIL BUILD OR CONSTRUCT IN STRICT ACCORDANCE WITH APPROVED PLANS, THEY AGREE TO JOINTLY AND SEVERALLY INDEMNIFY AND HOLD ENGINEER HARMLESS FOR ALL INJURIES AND DAMAGES THAT ENGINEER SUFFERS AND COSTS THAT ENGINEER INCURS. 25.OW ER MUST MAINTAIN AND PRESERVE ALL PHYSICAL SITE FEATURES AND DESIGN FEATURES DEPICTED ON THE PLAN N S H S AND RELATED DOCUMENTS, IN STRICT ACCORDANCE WITH THE APPROVED PLAN(S) AND DESIGN AND, FURTHER ENGINEER IS NOT RESPONSIBLE FOR ANY FAILURE TO SO MAINTAIN OR PRESERVE SITE AND /OR DESIGN FEATURES. IF OWNER FAILS TO MAINTAIN AND /OR PRESERVE ALL PHYSICAL SITE FEATURES AND /OR DESIGN FEATURES DEPICTED ON THE PLANS AND RELA TED D OC UM ENTS, OW NER AGREES TO INDEMNIFY AND H OL D ENGINEER HARMLESS FOR ALL INJURIES AN D DAMAGES THAT ENGINEER SUFFERS AND COSTS THAT ENGINEER INCURS AS A RESULT OF SAID FAILURE. 26. ALL DIMENSIONS MUST BE TO FACE OF CURB, EDGE OF PAVEMENT, OR EDGE OF BUILDING, UNLESS NOTED OTHERWISE. 27. ALL CONSTRUCTION AND MATERIALS MUST COMPLY WITH AND CONFORM TO APPLICABLE FEDERAL, STATE AND LOCAL REGULATIONS, LAWS, ORDINANCES, RULES AND CODES, AND ALL APPLICABLE OSHA REQUIREMENTS. 28. CONTRACTOR AND OWNER MUST INSTALL ALL ELEMENTS AND COMPONENTS IN STRICT COMPLIANCE WITH AND ACCORDANCE WITH MANUFACTURER'S STANDARDS AND RECOMMENDED INSTALLATION CRITERIA AND SPECIFICATIONS. IF CONTRACTOR AND /OR OWNER FAIL TO DO SO, THEY AGREE TO JOINTLY AND SEVERALLY INDEMNIFY AND HOLD ENGINEER HARMLESS FOR ALL INJURIES AND DAMAGES THAT ENGINEER SUFFERS AND COSTS THAT ENGINEER INCURS AS A RESULT OF SAID FAILURE. 29. CONTRACTOR IS RESPONSIBLE TO MAINTAIN ON -SITE STORMWATER POLLUTION PREVENTION PLAN (SWPPP) IN COMPLIANCE WITH EPA REQUIREMENTS FOR SITES WHERE ONE (1) ACRE OR MORE (UNLESS THE LOCAL JURISDICTION REQUIRES FEWER) IS DISTURBED BY CONSTRUCTION ACTIVITIES. CONTRACTOR IS RESPONSIBLE TO ENSURE THAT ALL ACTIVITIES, INCLUDING THOSE OF SUBCONTRACTORS, ARE IN COMPLIANCE WITH THE SWPPP, INCLUDING BUT NOT LIMITED TO LOGGING ACTIVITIES (MINIMUM ONCE PER WEEK AND AFTER RAINFALL EVENTS) AND CORRECTIVE MEASURES, AS APPROPRIATE. 30. AS CONTAINED IN THESE DRAWINGS AND ASSOCIATED APPLICATION DOCUMENTS PREPARED BY THE SIGNATORY PROFESSIONAL ENGINEER, THE USE OF THE WORDS CERTIFY OR CERTIFICATION CONSTITUTES AN EXPRESSION OF "PROFESSIONAL OPINION" REGARDING THE INFORMATION WHICH IS THE SUBJECT OF THE UNDERSIGNED PROFESSIONAL KNOWLEDGE OR BELIEF AND IN ACCORDANCE WITH COMMON ACCEPTED PROCEDURE CONSISTENT WITH THE APPLICABLE STANDARDS OF PRACTICE, AND DOES NOT CONSTITUTE A WARRANTY OR GUARANTEE, EITHER EXPRESSED OR IMPLIED. GENERAL DEMOLITION NOTES: 1. THIS PLAN REFERENCES DOCUMENTS AND INFORMATION BY: SURVEY - KIRK HUGHES AND ASSOCIATES 22 EAST HIGH STREET CHARLOTTESVILLE, VA 22902 MARCH 3, 1998 (REVISED JULY 8, 2003) PROJECT NUMBER: 97 -159 2. CONTRACTOR SHALL PERFORM ALL WORK IN ACCORDANCE WITH THE REQUIREMENTS OF THE OCCUPATIONAL SAFETY AND HEALTH ACT OF 1970, (29 U.S.C. 651 et seq.), AS AMENDED AND ANY MODIFICATIONS, AMENDMENTS OR REVISIONS TO SAME. 3. BOHLER ENGINEERING HAS NO CONTRACTUAL, LEGAL, OR OTHER RESPONSIBILITY FOR JOB SITE SAFETY OR JOB SITE SUPERVISION, OR ANYTHING RELATED TO SAME. 4. THE DEMOLITION PLAN IS INTENDED TO PROVIDE GENERAL INFORMATION, ONLY, REGARDING ITEMS TO BE DEMOLISHED AND /OR REMOVED. THE CONTRACTOR MUST ALSO REVIEW THE OTHER SITE PLAN DRAWINGS AND INCLUDE IN DEMOLITION ACTIVITIES ALL INCIDENTAL WORK NECESSARY FOR THE CONSTRUCTION OF THE NEW SITE IMPROVEMENTS. 5. CONTRACTOR MUST RAISE ANY QUESTIONS CONCERNING THE ACCURACY OR INTENT OF THESE PLANS OR SPECIFICATIONS, CONCERNS REGARDING THE APPLICABLE SAFETY STANDARDS, OR THE SAFETY OF THE CONTRACTOR OR THIRD PARTIES IN PERFORMING THE WORK ON THIS PROJECT, WITH BOHLER ENGINEERING, IN WRITING, AND RESPONDED TO BY BOHLER, IN WRITING, PRIOR TO THE INITIATION OF ANY SITE ACTIVITY AND ANY DEMOLITION ACTIVITY. ALL DEMOLITION ACTIVITIES MUST BE PERFORMED IN ACCORDANCE WITH THE REQUIREMENTS OF THESE PLANS AND SPECIFICATIONS AND ALL APPLICABLE FEDERAL, STATE AND LOCAL REGULATIONS, RULES, REQUIREMENTS, STATUTES, ORDINANCES AND CODES. 6. PRIOR TO STARTING ANY DEMOLITION, CONTRACTOR IS RESPONSIBLE FOR /TO: A.OBTAINING ALL REQUIRED PERMITS AND MAINTAINING THE SAME ON SITE FOR REVIEW BY THE ENGINEER AND OTHER PUBLIC AGENCIES HAVING JURISDICTION THROUGHOUT THE DURATION OF THE PROJECT, SITE WORK AND DEMOLITION WORK. ADA INSTRUCTIONS TO CONTRACTOR CONTRACTORS MUST EXERCISE APPROPRIATE CARE AND PRECISION IN CONSTRUCTION OF ADA (HANDICAP) ACCESSIBLE COMPONENTS AND ACCESS ROUTES FOR THE SITE. THESE COMPONENTS, AS CONSTRUCTED, MUST COMPLY WITH THE CURRENT ADA STANDARDS AND REGULATIONS' BARRIER FREE ACCESS AND ANY MODIFICATIONS, REVISIONS OR UPDATES TO SAME. FINISHED SURFACES ALONG THE ACCESSIBLE ROUTE OF TRAVEL FROM PARKING SPACE, PUBLIC TRANSPORTATION, PEDESTRIAN ACCESS, INTER - BUILDING ACCESS, TO POINTS OF ACCESSIBLE BUILDING ENTRANCE /EXIT, MUST COMPLY WITH THESE ADA CODE REQUIREMENTS. THESE INCLUDE, BUT ARE NOT LIMITED TO THE FOLLOWING: • PARKING SPACES AND PARKING AISLES - SLOPE SHALL NOT EXCEED 1:50 (1/4" PER FOOT OR NOMINALLY 2.0 %) IN ANY DIRECTION. • CURB RAMPS - SLOPE MUST NOT EXCEED 1:12 (8.3 %) FOR A MAXIMUM OF SIX (6) FEET. • LANDINGS - MUST BE PROVIDED AT EACH END OF RAMPS, MUST PROVIDE POSITIVE DRAINAGE, AND MUST NOT EXCEED 1:50 (1/4" PER FOOT OR NOMINALLY 2.0 %) IN ANY DIRECTION. • PATH OF TRAVEL ALONG ACCESSIBLE ROUTE - MUST PROVIDE A 36 -INCH OR GREATER UNOBSTRUCTED WIDTH OF TRAVEL (CAR OVERHANGS AND /OR HANDRAILS CANNOT REDUCE THIS MINIMUM WIDTH). THE SLOPE MUST BE NO GREATER THAN 1:20 (5.0 %) IN THE DIRECTION OF TRAVEL, AND MUST NOT EXCEED 1:50 (1/4" PER FOOT OR NOMINALLY 2.0 %) IN CROSS SLOPE. WHERE PATH OF TRAVEL WILL BE GREATER THAN 1:30 (5.0 %), ADA RAMP MUST BE ADHERED TO. A MAXIMUM SLOPE OF 1:12 (8.3 %), FOR A MAXIMUM RISE OF 2.5 FEET, MUST BE PROVIDED. THE RAMP MUST HAVE ADA HAND RAILS AND "LEVEL" LANDINGS ON EACH END THAT ARE CROSS SLOPED NO MORE THAN 1:50 IN ANY DIRECTION (1/4" PER FOOT OR NOMINALLY 2.0 %) FOR POSITIVE DRAINAGE. • DOORWAYS - MUST HAVE A "LEVEL" LANDING AREA ON THE EXTERIOR SIDE OF THE DOOR THAT IS SLOPED AWAY FROM THE DOOR NO MORE THAN 1:50 (1/4" PER FOOT OR NOMINALLY 2.0 %) FOR POSITIVE DRAINAGE. THIS LANDING AREA MUST BE NO LESS THAN 60 INCHES (5 FEET) LONG, EXCEPT WHERE OTHERWISE PERMITTED BY ADA STANDARDS FOR ALTERNATIVE DOORWAY OPENING CONDITIONS. (SEE ICC /ANSI A117,1 -2003 AND OTHER REFERENCED INCORPORATED BY COD.) • WHEN THE PROPOSED CONSTRUCTION INVOLVES RECONSTRUCTION, MODIFICATION, REVISION OR EXTENSION OF OR TO ADA COMPONENTS FROM EXISTING DOORWAYS OR SURFACES, CONTRACTOR MUST VERIFY EXISTING ELEVATIONS SHOWN ON THE PLAN. NOTE THAT TABLE 405.2 OF THE DEPARTMENT OF JUSTICE'S ADA STANDARDS FOR ACCESSIBLE DESIGN ALLOWS FOR STEEPER RAMP SLOPES, IN RARE CIRCUMSTANCES. THE CONTRACTOR MUST IMMEDIATELY NOTIFY THE DESIGN ENGINEER OF ANY DISCREPANCIES AND /OR FIELD CONDITIONS THAT DIFFER IN ANY WAY OR ANY RESPECT FROM WHAT IS SHOWN ON THE PLANS, IN WRITING, BEFORE COMMENCEMENT OF WORK. CONSTRUCTED IMPROVEMENTS MUST FALL WITHIN THE MAXIMUM AND MINIMUM LIMITATIONS IMPOSED BY THE BARRIER FREE REGULATIONS AND THE ADA REQUIREMENTS. • THE CONTRACTOR MUST VERIFY THE SLOPES OF CONTRACTOR'S FORMS PRIOR TO POURING CONCRETE. IF ANY NON - CONFORMANCE IS OBSERVED OR EXISTS, CONTRACTOR MUST IMMEDIATELY NOTIFY THE ENGINEER PRIOR TO POURING CONCRETE. CONTRACTOR IS RESPONSIBLE FOR ALL COSTS TO REMOVE, REPAIR AND REPLACE NON - CONFORMING CONCRETE. IT IS STRONGLY RECOMMENDED THAT THE CONTRACTOR REVIEW THE INTENDED CONSTRUCTION WITH THE LOCAL BUILDING CODE PRIOR TO COMMENCEMENT OF CONSTRUCTION. GENERAL GRADING AND UTILITY NOTES 1. LOCATIONS OF ALL EXISTING AND PROPOSED SERVICES ARE APPROXIMATE AND MUST BE INDEPENDENTLY CONFIRMED WITH LOCAL UTILITY COMPANIES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION OR EXCAVATION. SANITARY SEWER AND ALL OTHER UTILITY SERVICE CONNECTION POINTS MUST BE INDEPENDENTLY CONFIRMED BY THE CONTRACTOR IN THE FIELD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION, ALL DISCREPANCIES MUST IMMEDIATELY BE REPORTED, IN WRITING, TO THE ENGINEER. CONSTRUCTION MUST COMMENCE BEGINNING AT THE LOWEST INVERT (POINT OF CONNECTION) AND PROGRESS UP GRADIENT. PROPOSED INTERFACE POINTS (CROSSINGS) WITH EXISTING UNDERGROUND UTILITIES SHALL BE FIELD VERIFIED BY TEST PIT PRIOR TO COMMENCEMENT OF CONSTRUCTION. 2. CONTRACTOR MUST VERTICALLY AND HORIZONTALLY LOCATE ALL UTILITIES AND SERVICES INCLUDING, BUT NOT LIMITED TO, GAS, WATER, ELECTRIC, SANITARY AND STORM SEWER, TELEPHONE, CABLE, FIBER OPTIC CABLE, ETC. WITHIN THE LIMITS OF DISTURBANCE OR WORK SPACE, WHICHEVER IS GREATER. THE CONTRACTOR MUST USE, REFER TO, AND COMPLY WITH THE REQUIREMENTS OF THE APPLICABLE UTILITY NOTIFICATION SYSTEM TO LOCATE ALL THE UNDERGROUND UTILITIES. THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING ALL DAMAGE TO ANY EXISTING UTILITIES DURING CONSTRUCTION, AT NO COST TO THE OWNER. CONTRACTOR SHALL BEAR ALL COSTS ASSOCIATED WITH DAMAGE TO ANY EXISTING UTILITIES DURING CONSTRUCTION. 3. IT IS THE ONT TO S C RAC R S RESPONSIBILITY TO REVIEW ALL CONSTRUCTION CONTRACT DOCUMENTS INCLUDING, N ING, B UT NOT LIMITED TO, ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THE PROJECT WORK SCOPE PRIOR TO THE INITIATION AND COMMENCEMENT OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT AND /OR DISCREPANCY BETWEEN THE DOCUMENTS RELATIVE TO THE SPECIFICATIONS OR THE RELATIVE OR APPLICABLE CODES ONS REGULAT W I LAWS, RULES, STATUTES AND /OR ORDINANCES, IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD, IN WRITING, OF SAID CONFLICT AND /OR DISCREPANCY PRIOR TO THE START OF CONSTRUCTION. CONTRACTOR'S FAILURE TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUTE CONTRACTOR'S FULL AND COMPLETE ACCEPTANCE OF ALL RESPONSIBILITY TO COMPLETE THE SCOPE OF WORK AS DEFINED BY THE DRAWINGS AND IN FULL COMPLIANCE WITH ALL FEDERAL, STATE AND LOCAL REGULATIONS, LAWS, STATUTES, ORDINANCES AND CODES AND, FURTHER, CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COSTS ASSOCIATED WITH SAME. 4. THE CONTRACTOR MUST LOCATE AN D CLEARLY AND UNAMBIGUOUSLY DEFINE ALLY D N IC AN HORIZONTALLY ALL ACTIVE AND INACTIVE UTILITY AND /OR SERVICE SYSTEMS THAT ARE TO BE REMOVED. THE CONTRACTOR IS RESPONSIBLE TO PROTECT AND MAINTAIN ALL ACTIVE AND INACTIVE SYSTEMS THAT ARE NOT BEING REMOVED /RELOCATED DURING SITE ACTIVITY. 5. THE CONTRACTOR MUST FAMILIARIZE ITSELF WITH THE APPLICABLE UTILITY SERVICE PROVIDER REQUIREMENTS AND IS RESPONSIBLE FOR ALL COORDINATION REGARDING UTILITY DEMOLITION AS IDENTIFIED OR REQUIRED FOR THE PROJECT. THE CONTRACTOR MUST PROVIDE THE OWNER WITH WRITTEN NOTIFICATION THAT THE EXISTING UTILITIES AND SERVICES HAVE BEEN TERMINATED AND ABANDONED IN ACCORDANCE WITH THE JURISDICTION AND UTILITY COMPANY REQUIREMENTS AND ALL OTHER APPLICABLE REQUIREMENTS, RULES, STATUTES, LAWS, ORDINANCES AND CODES. 6. THE CONTRACTOR MUST INSTALL ALL STORM SEWER AND SANITARY SEWER COMPONENTS WHICH FUNCTION BY GRAVITY PRIOR TO THE INSTALLATION OF ALL OTHER UTILITIES, 7. CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF SITE PLAN DOCUMENTS AND ARCHITECTURAL DESIGN FOR EXACT BUILDING UTILITY CONNECTION LOCATIONS, GREASE TRAP REQUIREMENTS /DETAILS, DOOR ACCESS, AND EXTERIOR GRADING. THE ARCHITECT WILL DETERMINE THE UTILITY SERVICE SIZES. THE CONTRACTOR MUST COORDINATE INSTALLATION OF UTILITIES /SERVICES WITH THE INDIVIDUAL COMPANIES, TO AVOID CONFLICTS AND TO ENSURE THAT PROPER DEPTHS ARE ACHIEVED. THE CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT INSTALLATION OF ALL IMPROVEMENTS COMPLIES WITH ALL UTILITY REQUIREMENTS WITH JURISDICTION AND /OR CONTROL OF THE SITE, AND ALL OTHER APPLICABLE REQUIREMENTS, RULES, STATUTES, LAWS, ORDINANCES AND CODES AND, FURTHER, IS RESPONSIBLE FOR COORDINATING THE UTILITY TIE - INS /CONNECTIONS PRIOR TO CONNECTING TO THE EXISTING UTILITY /SERVICE. WHERE A CONFLICT(S) EXISTS BETWEEN THESE SITE PLANS AND THE ARCHITECTURAL PLANS, OR WHERE ARCHITECTURAL PLAN UTILITY CONNECTION POINTS DIFFER, THE CONTRACTOR MUST IMMEDIATELY NOTIFY THE ENGINEER, IN WRITING, AND PRIOR TO CONSTRUCTION, RESOLVE SAME, 8. WATER SERVICE MATERIALS, BURIAL DEPTH, AND COVER REQUIREMENTS MUST BE SPECIFIED BY THE LOCAL UTILITY COMPANY. CONTRACTOR'S PRICE FOR WATER SERVICE MUST INCLUDE ALL FEES, COSTS AND APPURTENANCES REQUIRED BY THE UTILITY TO PROVIDE FULL AND COMPLETE WORKING SERVICE. CONTRACTOR MUST CONTACT THE APPLICABLE MUNICIPALITY TO CONFIRM THE PROPER WATER METER AND VAULT, PRIOR TO COMMENCING CONSTRUCTION. 9. ALL NEW UTILITIES /SERVICES, INCLUDING ELECTRIC, TELEPHONE, CABLE TV, ETC. ARE TO BE INSTALLED UNDERGROUND. ALL NEW UTILITIES /SERVICES MUST BE INSTALLED IN ACCORDANCE WITH THE UTILITY /SERVICE PROVIDER INSTALLATION SPECIFICATIONS AND STANDARDS. 10. SITE GRADING MUST BE PERFORMED IN ACCORDANCE WITH THESE PLANS AND SPECIFICATIONS AND THE RECOMMENDATIONS SET FORTH IN THE GEOTECHNICAL REPORT REFERENCED IN THIS PLAN SET. THE CONTRACTOR IS RESPONSIBLE FOR REMOVING AND REPLACING UNSUITABLE MATERIALS WITH SUITABLE MATERIALS AS SPECIFIED IN THE GEOTECHNICAL REPORT. ALL EXCAVATED OR FILLED AREAS MUST BE COMPACTED AS OUTLINED IN THE GEOTECHNICAL REPORT. MOISTURE CONTENT AT TIME OF PLACEMENT MUST BE SUBMITTED IN A COMPACTION REPORT PREPARED BY A QUALIFIED GEOTECHNICAL ENGINEER, REGISTERED WITH THE STATE WHERE THE WORK IS PERFORMED, VERIFYING THAT ALL FILLED AREAS AND SUBGRADE AREAS WITHIN THE BUILDING PAD AREA AND AREAS TO BE PAVED HAVE BEEN COMPACTED IN ACCORDANCE WITH THESE PLANS, SPECIFICATIONS AND THE RECOMMENDATIONS SET FORTH IN THE GEOTECHNICAL REPORT AND ALL APPLICABLE REQUIREMENTS, RULES, STATUTES, LAWS, ORDINANCES AND CODES. SUBBASE MATERIAL FOR SIDEWALKS, CURB, OR ASPHALT MUST BE FREE OF ORGANICS AND OTHER UNSUITABLE MATERIALS. SHOULD SUBBASE BE DEEMED UNSUITABLE BY OWNER /DEVELOPER, OR OWNER /DEVELOPER'S REPRESENTATIVE, SUBBASE IS TO BE REMOVED AND FILLED WITH APPROVED FILL MATERIAL COMPACTED AS DIRECTED BY THE GEOTECHNICAL REPORT. EARTHWORK ACTIVITIES INCLUDING, BUT NOT LIMITED TO, EXCAVATION, BACKFILL, AND COMPACTING MUST COMPLY WITH THE RECOMMENDATIONS IN THE GEOTECHNICAL REPORT AND ALL APPLICABLE REQUIREMENTS, RULES, STATUTES, LAWS, ORDINANCES AND CODES. EARTHWORK ACTIVITIES MUST COMPLY WITH THE STANDARD STATE DOT SPECIFICATIONS FOR ROADWAY CONSTRUCTION (LATEST EDITION) AND ANY AMENDMENTS OR REVISIONS THERETO. 11. ALL FILL, COMPACTION, AND BACKFILL MATERIALS REQUIRED FOR UTILITY INSTALLATION MUST BE AS PER THE RECOMMENDATIONS PROVIDED IN THE GEOTECHNICAL REPORT AND MUST BE COORDINATED WITH THE APPLICABLE UTILITY COMPANY SPECIFICATIONS. WHEN THE PROJECT DOES NOT HAVE GEOTECHNICAL RECOMMENDATIONS, FILL AND COMPACTION MUST, AT A MINIMUM, COMPLY WITH THE STATE DOT REQUIREMENTS AND SPECIFICATIONS AND CONSULTANT SHALL HAVE NO LIABILITY OR RESPONSIBILITY FOR OR AS RELATED TO FILL, COMPACTION AND BACKFILL. FURTHER, CONTRACTOR IS FULLY RESPONSIBLE FOR EARTHWORK BALANCE. 12. THE CONTRACTOR MUST COMPLY, TO THE FULLEST EXTENT, WITH THE LATEST OSHA STANDARDS AND REGULATIONS, AND /OR ANY OTHER AGENCY WITH JURISDICTION FOR EXCAVATION AND TRENCHING PROCEDURES. THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE "MEANS AND METHODS" REQUIRED TO MEET THE INTENT AND PERFORMANCE CRITERIA OF OSHA, AS WELL AS ANY OTHER ENTITY THAT HAS JURISDICTION FOR EXCAVATION AND /OR TRENCHING PROCEDURES AND CONSULTANT SHALL HAVE NO RESPONSIBILITY FOR OR AS RELATED FOR OR AS RELATED TO EXCAVATION AND TRENCHING PROCEDURES. 13. PAVEMENT MUST BE SAW CUT IN STRAIGHT LINES, AND EXCEPT FOR EDGE OF BUTT JOINTS, MUST EXTEND TO THE FULL DEPTH OF THE EXISTING PAVEMENT. ALL DEBRIS FROM REMOVAL OPERATIONS MUST BE REMOVED FROM THE SITE AT THE TIME OF EXCAVATION. STOCKPILING OF DEBRIS WILL NOT BE PERMITTED. 14. THE TOPS OF EXISTING MANHOLES, INLET STRUCTURES, AND SANITARY CLEANOUT TOPS MUST BE ADJUSTED, AS NECESSARY, TO MATCH PROPOSED GRADES IN ACCORDANCE WITH ALL APPLICABLE STANDARDS, REQUIREMENTS, RULES, STATUTES, LAWS, ORDINANCES AND CODES. 15. DURING THE INSTALLATION OF SANITARY SEWER, STORM SEWER, AND ALL UTILITIES, THE CONTRACTOR MUST MAINTAIN A CONTEMPORANEOUS AND THOROUGH RECORD OF CONSTRUCTION TO IDENTIFY THE AS- INSTALLED LOCATIONS OF ALL UNDERGROUND INFRASTRUCTURE. THE CONTRACTOR MUST CAREFULLY NOTE ANY INSTALLATIONS THAT DEVIATE FROM THE INFORMATION CONTAINED IN THE UTILITY PLAN. THIS RECORD MUST BE KEPT ON A CLEAN COPY OF THE SITE PLAN, WHICH CONTRACTOR MUST PROMPTLY PROVIDE TO THE OWNER AT THE COMPLETION OF WORK. 16. WHEN THE SITE IMPROVEMENT PLANS INVOLVE MULTIPLE BUILDINGS, SOME OF WHICH MAY BE BUILT AT A LATER DATE, THE CONTRACTOR MUST EXTEND ALL LINES, INCLUDING BUT NOT LIMITED TO STORM SEWER, SANITARY SEWER, UTILITIES, AND IRRIGATION LINE, TO A POINT AT LEAST FIVE (5) FEET BEYOND THE PAVED AREAS FOR WHICH THE CONTRACTOR IS RESPONSIBLE. CONTRACTOR MUST CAP ENDS AS APPROPRIATE, MARK LOCATIONS WITH A 2X4, AND MUST NOTE THE LOCATION OF ALL OF THE ABOVE ON A CLEAN COPY OF THE SITE PLAN, WHICH CONTRACTOR MUST PROMPTLY PROVIDE TO THE OWNER UPON COMPLETION OF THE WORK. 17. THE CONTRACTOR IS FULLY RESPONSIBLE FOR VERIFICATION OF EXISTING TOPOGRAPHIC INFORMATION AND UTILITY INVERT ELEVATIONS PRIOR TO COMMENCING ANY CONSTRUCTION. CONTRACTOR MUST CONFIRM AND ENSURE 0.75% MINIMUM SLOPE AGAINST ALL ISLANDS, GUTTERS, AND CURBS; 1.0% ON ALL CONCRETE SURFACES; AND 1.5% MINIMUM ON ASPHALT (EXCEPT WHERE ADA REQUIREMENTS LIMIT GRADES), TO PREVENT PONDING. CONTRACTOR MUST IMMEDIATELY IDENTIFY, IN WRITING TO THE ENGINEER, ANY DISCREPANCIES THAT MAY OR COULD AFFECT THE PUBLIC SAFETY, HEALTH OR GENERAL WELFARE, OR PROJECT COST. IF CONTRACTOR PROCEEDS WITH CONSTRUCTION WITHOUT PROVIDING PROPER NOTIFICATION, MUST BE AT THE CONTRACTOR'S OWN RISK AND, FURTHER, CONTRACTOR SHALL INDEMNIFY, DEFEND AND HOLD HARMLESS THE DESIGN ENGINEER FOR ANY DAMAGES, COSTS, INJURIES, ATTORNEY'S FEES AND THE LIKE WHICH RESULT FROM SAME. 18. PROPOSED TOP OF CURB ELEVATIONS ARE GENERALLY 6" ABOVE EXISTING LOCAL ASPHALT GRADE UNLESS OTHERWISE NOTED. FIELD ADJUST TO CREATE A MINIMUM OF .075% GUTTER GRADE ALONG CURB FACE, IT IS CONTRACTOR'S OBLIGATION TO ENSURE THAT DESIGN ENGINEER APPROVES FINAL CURBING CUT SHEETS PRIOR TO INSTALLATION OF SAME. 19. REFER TO SITE PLAN FOR ADDITIONAL NOTES 20. IN THE EVENT OF DISCREPANCIES AND /OR CONFLICTS BETWEEN PLANS OR RELATIVE TO OTHER PLANS, THE SITE PLAN WILL TAKE PRECEDENCE AND CONTROL. CONTRACTOR MUST IMMEDIATELY NOTIFY THE DESIGN ENGINEER, IN WRITING, OF ANY DISCREPANCIES AND /OR CONFLICTS. 21. CONTRACTOR MUST REQUIRED TO SECURE ALL NECESSARY AND /OR REQUIRED PERMITS AND APPROVALS FOR ALL OFF SITE MATERIAL SOURCES AND DISPOSAL FACILITIES. CONTRACTOR MUST SUPPLY A COPY OF APPROVALS TO ENGINEER AND OWNER PRIOR TO INITIATING WORK ANY WORK. 22. WHERE RETAINING WALLS (WHETHER OR NOT THEY MEET THE JURISDICTIONAL DEFINITION) ARE IDENTIFIED ON PLANS, ELEVATIONS IDENTIFIED ARE FOR THE EXPOSED PORTION OF THE WALL. WALL FOOTINGS /FOUNDATION ELEVATIONS ARE NOT IDENTIFIED HEREIN AND ARE TO BE SET /DETERMINED BY THE CONTRACTOR BASED ON FINAL STRUCTURAL DESIGN SHOP DRAWINGS PREPARED BY THE APPROPRIATE PROFESSIONAL LICENSED IN THE STATE WHERE THE CONSTRUCTION OCCURS. 23. STORM DRAINAGE PIPE UNLESS INDICATED OTHERWISE, ALL STORM SEWER PIPE MUST BE REINFORCED CONCRETE PIPE (RCP) CLASS 111 WITH SILT TIGHT JOINTS. WHEN HIGH - DENSITY POLYETHYLENE PIPE (HDPE) IS CALLED FOR ON THE PLANS, IT MUST CONFORM TO AASHTO M294 AND TYPE S (SMOOTH INTERIOR WITH ANGULAR CORRUGATIONS) WITH GASKET FOR SILT TIGHT JOINT. PVC PIPE FOR ROOF DRAIN CONNECTION MUST BE SDR 26 OR SCHEDULE 40 UNLESS INDICATED OTHERWISE. 24. SANITARY SEWER PIPE MUST BE POLYVINYL CHLORIDE (PVC) SDR 35 EXCEPT WHERE INDICATED OTHERWISE. SANITARY LATERAL MUST BE PVC SCHEDULE 40 OR PVC SDR 26 UNLESS INDICATED, IN WRITING, OTHERWISE. 25. STORM AND SANITARY SEWER PIPE LENGTHS INDICATED ARE NOMINAL AND MEASURED CENTER OF INLET AND /OR MANHOLES STRUCTURE TO CENTER OF STRUCTURE. 26. STORMWATER ROOF DRAIN LOCATIONS ARE BASED ON PRELIMINARY ARCHITECTURAL PLANS. CONTRACTOR IS RESPONSIBLE TO AND FOR VERIFYING LOCATIONS OF SAME BASED ON FINAL ARCHITECTURAL PLANS. 27. SEWERS CROSSING STREAMS AND /OR LOCATION WITHIN 10 FEET OF THE STREAM EMBANKMENT, OR WHERE SITE CONDITIONS SO INDICATE, MUST BE CONSTRUCTED OF STEEL, REINFORCED CONCRETE, DUCTILE IRON OR OTHER SUITABLE MATERIAL. SEWERS CONVEYING SANITARY FLOW COMBINED SANITARY AND STORMWATER FLOW OR INDUSTRIAL FLOW MUST BE SEPARATED FROM WATER MAINS BY A DISTANCE OF AT LEAST 10 FEET HORIZONTALLY, IF SUCH LATERAL SEPARATION IS NOT POSSIBLE, THE PIPES MUST BE IN SEPARATE TRENCHES WITH THE SEWER AT LEAST 18 INCHES BELOW THE BOTTOM OF THE WATER MAIN, OR SUCH OTHER SEPARATION AS APPROVED BY THE GOVERNMENT AGENCY WITH JURISDICTION OVER SAME. • WHERE APPROPRIATE SEPARATION FROM A WATER MAIN IS NOT POSSIBLE, THE SEWER MUST BE ENCASED IN CONCRETE OR CONST RU CTED OF DUCTILE IRO N P IPE USING MECHANICAL OR SLIP-ON JOINTS FOR A DISTANCE AN OF AT LEAST 10 FEET ON EITHER SIDE OF THE CROSSING, IN ADDITION, ONE FULL LENGTH OF SEWER PIPE SHOULD BE LOCATED SO BOTH JOINTS WILL BE AS FAR FROM THE WATER LINE AS POSSIBLE. WHERE A WATER MAIN CROSSES UNDER A SEWER, ADEQUATE STRUCTURAL SUPPORT FOR THE SEWER MUST BE PROVIDED. 28. WATER MAIN PIPING MUST BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS AND SPECIFICATIONS OF THE LOCAL WATER PURVEYOR. N THE ABSENCE R E A SENCE OF SUCH REQUIREMENTS, WATER MAIN PIPING MUST BE CEMENT -LINED DUCTILE IRON (DIP) MINIMUM CLASS 52 THICKNESS. ALL PIPE AND APPURTENANCES MUST COMPLY WITH THE APPLICABLE AWWA STANDARDS IN EFFECT AT THE TIME OF APPLICATION. 29. CONTRACTOR MUST ENSURE THAT ALL UTILITY TRENCHES LOCATED IN EXISTING PAVED ROADWAYS INCLUDING SEWER, WATER AND STORM SYSTEMS, MUST BE REPAIRED IN ACCORDANCE WITH REFERENCED MUNICIPAL, COUNTY AND /OR VDOT DETAILS AS APPLICABLE. CONTRACTOR MUST COORDINATE INSPECTION AND APPROVAL OF COMPLETED WORK WITH THE AGENCY WITH JURISDICTION OVER SAME. 30. WHERE BASEMENTS ARE TO BE PROVIDED FOR PROPOSED DWELLING UNITS, THE DEVELOPER SHALL, BY BORING OR BY TEST PIT, DETERMINE THE DEPTH TO GROUNDWATER AT THE LOCATION OF THE PROPOSED DWELLINGS. WHERE GROUNDWATER IS ENCOUNTERED IN THE BASEMENT AREA, BASEMENTS WILL NOT BE INSTALLED UNLESS SPECIAL CONSTRUCTION METHODS ARE UTILIZED, TO BE REVIEWED AND APPROVED BY THE MUNICIPAL CONSTRUCTION CODE OFFICIAL. IF AND WHERE SUMP PUMPS ARE INSTALLED, ALL DISCHARGES MUST BE CONNECTED TO THE STORM SEWER. A CLEANOUT MUST BE PROVIDED PRIOR TO THE CONNECTION TO THE STORM DRAIN IN ORDER THAT BLOCKAGES CAN BE ADDRESSED. 31. FOR SINGLE AND TWO- FAMILY RESIDENTIAL PROJECTS, WHERE THE PROPOSED DWELLING AND ADJACENT SPOT ELEVATION(S) ARE SCHEMATIC FOR GENERIC BUILDING FOOTPRINT, GRADES MUST BE ADJUSTED BASED ON FINAL ARCHITECTURAL PLANS TO PROVIDE A MINIMUM OF SIX (6) INCHES BELOW TOP OF BLOCK AND /OR SIX (6) INCHES BELOW SIDING, WHICHEVER IS LOWEST, AND MUST PROVIDE POSITIVE DRAINAGE (2% MIN.) AWAY FROM DWELLING. ALL CONSTRUCTION, INCLUDING GRADING, MUST COMPLY WITH THE LATEST LOCAL AND STATE BUILDING CODE AND ALL OTHER APPLICABLE REQUIREMENTS, RULES, STATUTES, LAWS, ORDINANCES AND CODES. 32. LOCATION OF PROPOSED UTILITY POLE RELOCATION IS AT THE SOLE DISCRETION OF UTILITY COMPANY. 33. CONSULTANT IS NEITHER LIABLE NOR RESPONSIBLE FOR ANY SUBSURFACE CONDITIONS AND FURTHER, SHALL HAVE NO LIABILITY FOR ANY HAZARDOUS MATERIALS, HAZARDOUS SUBSTANCES, OR POLLUTANTS ON, ABOUT OR UNDER THE PROPERTY. LINE TABLE: NUMBER DIRECTION DISTANCE L1 S 25 04515" E 45.00' L2 N 56 052'33" E 56.84' L3 N 73 044'05" E 70.94' L4 S 85 045'33" E 141.07' L5 I S 72 033'39" E 61.33' L6 S 50 °40'06" E 64.27' L7 S 35 °27'54" E 71.97' L8 S 13 01420" E 89.00' L9 S 34 050'23" E 191.43' L10 S 52 °19'19" E 134.66' L11 S 38 000'12" E 138.06' L12 S 31'47'38" E 131.15' L13 S 36 030'32" E 88.07' L14 S 13 044'20" E 90.00' L15 S 48 °14'41" E 97.16' L16 S 63 048'17" E 140.01' L17 S 35 042'05" E 148.05' L18 S 60 047'53" E 65.32' L19 S 70 036'05" E 107.58' L20 S 49 °49'34" E 72.30' L21 S 41013'10" E 65.11' L22 S 87 023'59" E 58.48' L23 S 43 013'50" E 25.59' L24 S 84 °32'05" E 17.79' L25 N 65 °22'01" E 65.58' 1_26 N 52 040'13" E 36.90' NUMBER DIRECTION DISTANCE L27 N 63 047'21" E 103.27' L28 N 48 051'09" E 117.87' L29 N 72 °21'31" E 40.36' L30 N 62 010'58" E 62.92' L31 N 34 023'58" E 40.98' L32 N 59 024'00" E 43.08' L33 N 45 001'13" E 68.60' L34 N 75 043'43" E 25.27' L35 S 67 014'58" E 54.07' L36 S 80 020'49" E 42.45' L37 N 70 028'28" E 60.94' L38 S 41 °13'10" E 42.28' L39 S 82 017'53" E 75.19' L40 N 51 °34'57" E 90.10' L41 N 29 °55'52" E 94.32' L42 N 63 028'27" E 68.44' L43 N 43 023'57" E 83.99' L44 N 10 040'38" E 78.62' . L45 N 35 °00'11" E 151.39' L46 N 18 051'49" E 133.94' L47 N 30 037'56" E 135.46' L48 N 72 056'38" E 66.81' L49 N 55 014'43" E 129.56' L50 N 57 039'54" E 20.00' L51 N 39 057'32" E 88.99' L52 N 67 017'05" E I 19.76' mp.;l REVISlONS REV U- O s BY 1 Li < s -, � DRH 2 <<a. -, w DRH 3 o >ZLUi PER COUNTY COMMENTS i 02 O00- �Zzz<w ww O - W Jp 6H 22 m F- 3 0 Q, m CO LL 0-. , W Gi ♦...®♦ w. , , r ILL U ?a nj W a z >o i 2'- z } = 2 � O No a Q zyz> o oW O z 0" w � Qy _j� w= om02w mw tnQtYUU - o� ♦.4Q,®♦ .N z� Y? U; a > w Ge F" W < cn H &� aw mi u J7 C 94 a W w z P W n F-4 �w Y] H a � I 0 ,x, u � o� n � U 4 � ow n w n U �k Q g � Q . A W O am `; F, ,-1 g o ti � oLL U W - is i REVISlONS REV DATE COMMENT BY 1 4/14/14 AMENDMENT I DRH 2 5/15/14 PER COUNTY COMMENTS DRH 3 6/13114 PER COUNTY COMMENTS DRH THE FOLLOWING STATES REQUIRE NOTIFICATION BY EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN THE STATE. (IN VIRGINIA, MARYLAND, AND DELAWARE 81 1) (WV 1- 800 - 245 -4846) (PA 1- 800 - 242 -1776) (VA 1-800-552-7001) (MID 1- 800 - 257- 7777) (DE 1- 800 - 282 -8555) APPROVED FOR CONSTRUCTION OF PROJECT No.: V122001 DRAWN BY: JLP /CBC CHECKED BY: DRH DATE: 11/20/13 SCALE: AS NOTED CAD I. D.: SD3 PROJECT: WATER PROTECTION ��T�J1`J�DI.L7�`lN.��7T \}�J�C�E 7 FOR 5TH STREET STATION LOCATION OF 3I1'E NORTH OF 1 -64 BETWEEN 5TH STREET AND AVON STREET EXTENDED SCOTTSVILLE MAGISTERIAL ALBEMARLE COUNTY, VA 'I BOHLER. E N G I N E E R I N G 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540) 349 -4500 Fax: (540) 349 -0321 www.BohlerEngineering.com TH pk U DANIEL R. HINES .p Lic. No. 043176 � � ®,� 6/13/14 ��' SS�oNAI.�, SHEET TITLE: NOTES SHEET NUMBER: 2A I W � � 0- 0_0 0 GENERAL DEMOLITION PLAN NOTES 1. BOHLER ENGINEERING IS NOT RESPONSIBLE FOR JOB SITE SAFETY OR SUPERVISION. 2. ALL DEMOLITION ACTIVITIES ARE TO BE PERFORMED IN ACCORDANCE WITH THESE PLANS AND SPECIFICATIONS AS WELL AS ALL FEDERAL, STATE AND LOCAL REGULATIONS. ANY DISCREPANCIES OR DEVIATIONS SHALL BE IDENTIFIED BY THE CONTRACTOR TO BOHLER ENGINEERING IN WRITING FOR RESOLUTION PRIOR TO INITIATION OF SITE ACTIVITY. 3. PRIOR TO STARTING ANY DEMOLITION CONTRACTOR IS RESPONSIBLE FOR /TO: A. ENSURING THAT COPIES OF ALL APPLICABLE PERMITS AND APPROVALS ARE MAINTAINED ON -SITE AND AVAILABLE FOR REVIEW. B. INSTALLING THE REQUIRED SOIL EROSION AND SEDIMENT CONTROL AND /OR TREE PROTECTION MEASURES PRIOR TO SITE DISTURBANCE. C. LOCATING (VERTICALLY AND HORIZONTALLY) ALL UTILITIES AND SERVICES, INCLUDING, BUT NOT LIMITED TO GAS, WATER, ELECTRIC, SANITARY AND STORM SEWER, TELEPHONE, CABLE, FIBER OPTIC CABLE, ETC. WITHIN THE LIMITS OF DISTURBANCE. THE CONTRACTOR SHALL USE AND COMPLY WITH THE REQUIREMENTS OF THE APPLICABLE UTILITY NOTIFICATION SYSTEM TO LOCATE ALL THE UNDERGROUND UTILITIES. D. PROTECTING AND MAINTAINING IN OPERATION, ALL ACTIVE SYSTEMS THAT ARE NOT BEING REMOVED DURING ALL DEMOLITION ACTIVITIES. E. FAMILIARIZING THEMSELVES WITH THE APPLICABLE UTILITY SERVICE PROVIDER AND IS RESPONSIBLE FOR ALL COORDINATION REGARDING UTILITY DEMOLITION REQUIRED FOR THE PROJECT. THE CONTRACTOR SHALL PROVIDE THE OWNER WRITTEN NOTIFICATION THAT THE EXISTING UTILITIES AND SERVICES HAVE BEEN TERMINATED AND ABANDONED IN ACCORDANCE WITH JURISDICTION AND UTILITY COMPANY REQUIREMENTS. F. COORDINATION WITH UTILITY COMPANIES REGARDING WORKING "OFF- PEAK" HOURS OR ON WEEKENDS AS MAY BE REQUIRED TO MINIMIZE THE IMPACT ON THE AFFECTED PARTIES. G. A COMPLETE INSPECTION FOR CONTAMINANTS BY A LICENSED ENVIRONMENTAL TESTING AGENCY, OF ALL BUILDINGS AND /OR STRUCTURES TO BE REMOVED. SAME SHALL BE PERFORMED IN ACCORDANCE WITH ALL APPLICABLE LOCAL, STATE, AND FEDERAL ENVIRONMENTAL REGULATIONS. ANY /ALL CONTAMINANTS SHALL BE REMOVED AND DISPOSED OF BY A FEDERALLY LICENSED CONTRACTOR IN ACCORDANCE WITH FEDERAL, STATE, AND LOCAL REGULATIONS. ALL ENVIRONMENTAL WORK INCLUDING HAZARDOUS MATERIAL, SOILS, ASBESTOS, OR OTHER REFERENCED OR IMPLIED HEREIN IS THE SOLE RESPONSIBILITY OF THE OWNER'S ENVIRONMENTAL CONSULTANT. 4. BOHLER ENGINEERING IS NOT RESPONSIBLE FOR JOB SITE SAFETY OR SUPERVISION. CONTRACTOR IS TO PROCEED WITH THE DEMOLITION IN A SYSTEMATIC AND SAFE MANNER, FOLLOWING ALL THE OSHA REQUIREMENTS, TO ENSURE PUBLIC AND CONTRACTOR SAFETY. 5. THE CONTRACTOR SHALL PROVIDE ALL THE "MEANS AND METHODS" NECESSARY TO PREVENT MOVEMENT, SETTLEMENT, OR COLLAPSE OF EXISTING STRUCTURES, AND ANY OTHER IMPROVEMENTS THAT ARE REMAINING ON -SITE OR OFF -SITE. THE DEMOLITION CONTRACTOR IS RESPONSIBLE FOR ALL REPAIRS OF DAMAGE TO ALL ITEMS THAT ARE TO REMAIN AS A RESULT OF HIS ACTIVITIES. ALL REPAIRS SHALL USE NEW MATERIAL. THE REPAIRS SHALL RESTORE THE ITEM TO THE PRE - DEMOLITION CONDITION. 6. IN THE ABSENCE OF SPECIFICATIONS, THE CONTRACTOR SHALL PERFORM EARTH MOVEMENT ACTIVITIES, DEMOLITION AND REMOVAL OF ALL FOUNDATION WALLS, FOOTINGS, AND OTHER MATERIALS WITHIN THE LIMITS OF DISTURBANCE IN ACCORDANCE WITH DIRECTION BY OWNER'S STRUCTURAL OR GEOTECHNICAL ENGINEER. 7, EXPLOSIVES SHALL NOT BE USED WITHOUT PRIOR WRITTEN CONSENT OF BOTH THE OWNER AND APPLICABLE GOVERNMENTAL AUTHORITIES. ALL THE REQUIRED PERMITS AND EXPLOSIVE CONTROL MEASURES THAT ARE REQUIRED BY THE FEDERAL, STATE, AND LOCAL GOVERNMENTS SHALL BE IN PLACE PRIOR TO STARTING AN EXPLOSIVE PROGRAM. THE CONTRACTOR IS ALSO RESPONSIBLE FOR ALL INSPECTION AND SEISMIC VIBRATION TESTING THAT IS REQUIRED TO MONITOR THE EFFECTS ON ALL LOCAL STRUCTURES. 8. CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL AND GENERALLY ACCEPTED SAFE PRACTICES IN CONFORMANCE WITH: THE CURRENT "MANUAL ON UNIFORM TRAFFIC CONTROL," AS WELL AS FEDERAL, STATE, AND LOCAL REGULATIONS WHEN DEMOLITION RELATED ACTIVITIES IMPACT ROADWAYS OR ROADWAY RIGHTS -OF -WAY. 9. CONDUCT DEMOLITION ACTIVITIES IN SUCH A MANNER TO ENSURE MINIMUM INTERFERENCE WITH ROADS, STREETS, SIDEWALKS, WALKWAYS, AND OTHER ADJACENT FACILITIES. STREET CLOSURE PERMITS MUST BE RECEIVED FROM THE APPROPRIATE GOVERNMENTAL AUTHORITY. 10. DEMOLITION ACTIVITIES AND EQUIPMENT SHALL NOT USE AREAS OUTSIDE THE DEFINED PROPERTY LINE WITHOUT WRITTEN PERMISSION OF THE APPLICABLE PROPERTY OWNER, AND /OR APPROPRIATE GOVERNMENT AGENCY. 11. USE DUST CONTROL MEASURES TO LIMIT AIRBORNE DUST AND DIRT RISING AND SCATTERING IN THE AIR IN ACCORDANCE WITH FEDERAL, STATE, AND /OR LOCAL STANDARDS. AFTER THE DEMOLITION IS COMPLETE, ADJACENT STRUCTURES AND IMPROVEMENTS SHALL BE CLEANED OF ALL DUST AND DEBRIS CAUSED BY THE DEMOLITION OPERATIONS. THE CONTRACTOR IS RESPONSIBLE FOR RETURNING ALL ADJACENT AREAS TO THEIR "PRE- DEMOLITION" CONDITION. 12. CONTRACTOR IS RESPONSIBLE TO SAFEGUARD SITE AS NECESSARY TO PERFORM THE DEMOLITION IN SUCH A MANNER AS TO PREVENT THE ENTRY OF UNAUTHORIZED PERSONS AT ANY TIME. 13. THIS DEMOLITION PLAN IS INTENDED TO IDENTIFY THOSE EXISTING ITEMS /CONDITIONS WHICH ARE TO BE REMOVED. IT IS NOT INTENDED TO PROVIDE DIRECTION OTHER THAN THAT ALL "MEANS AND METHODS" ARE TO BE IN ACCORDANCE WITH STATE, FEDERAL, LOCAL, AND JURISDICTIONAL REQUIREMENTS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL OSHA AND OTHER SAFETY PRECAUTIONS NECESSARY TO PROVIDE A SAFE WORK SITE. 14, DEBRIS SHALL NOT BE BURIED ON THE SUBJECT SITE. ALL DEMOLITION WASTES AND DEBRIS (SOLID WASTE) SHALL BE DISPOSED OF IN ACCORDANCE WITH ALL TOWN, COUNTY, STATE, AND FEDERAL LAWS AND APPLICABLE CODES. GENERAL SITE PLAT NOTES 1. ALL ADA ACCESSIBLE PARKING SPACES AND ACCESS ROUTES SHALL BE CONSTRUCTED TO MEET ADA REQUIREMENTS. 2. PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR SHALL ENSURE THAT ALL REQUIRED PERMITS AND APPROVALS HAVE BEEN OBTAINED. NO CONSTRUCTION OR FABRICATION SHALL BEGIN UNTIL THE CONTRACTOR HAS RECEIVED AND THOROUGHLY REVIEWED ALL PLANS AND OTHER DOCUMENTS BY ALL OF THE PERMITTING AUTHORITIES. 3. THE OWNER /CONTRACTOR SHALL BE FAMILIAR WITH AND RESPONSIBLE FOR ANY /ALL CERTIFICATIONS, INSPECTIONS, ETC. REQUIRED BY ALL GOVERNING JURISDICTIONAL AGENCIES DURING AND AFTER CONSTRUCTION FOR SIGN -OFF AND CERTIFICATE OF OCCUPANCY ISSUANCE, INCLUDING BUT NOT LIMITED TO PROCUREMENT OF SERVICES, SCHEDULING OF FIELD OBSERVATIONS AND COORDINATION WITH REPRESENTATIVES OF THE APPROPRIATE PARTIES. 4. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THESE PLANS AND SPECIFICATIONS AND THE REQUIREMENTS AND STANDARDS OF THE LOCAL GOVERNING AUTHORITY. 5. THE GEOTECHNICAL EP D CA REPORT AN RECOMMENDATIONS SET FORTH THEREIN ARE A PART OF THE REQUIRED CONSTRUCTION DOCUMENTS AND IN CASE OF CONFLICT SHALL TAKE PRECEDENCE UNLESS SPECIFICALLY NOTED OTHERWISE ON THE PLANS. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IN WRITING OF ANY SUCH DISCREPANCY BETWEEN GEOTECHNICAL REPORT AND PLANS, ETC. 6. THE PROPERTY SURVEY SHALL BE CONSIDERED A PART OF THESE PLANS. 7. THESE PLANS ARE BASED ON INFORMATION PROVIDED TO BOHLER ENGINEERING AT THE TIME OF PLAN PREPARATION. CONTRACTOR SHALL FIELD VERIFY EXISTING CONDITIONS AND NOTIFY BOHLER ENGINEERING IF ACTUAL SITE CONDITIONS DIFFER FROM THOSE SHOWN ON THE PLAN, OR IF THE PROPOSED WORK WOULD BE INHIBITED BY ANY OTHER SITE FEATURES. 8. ALL DIMENSIONS SHOWN ON THE PLANS SHALL BE FIELD VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. CONTRACTOR SHALL NOTIFY ENGINEER IN WRITING IF ANY DISCREPANCIES EXIST PRIOR TO PROCEEDING WITH CONSTRUCTION. NO EXTRA COMPENSATION SHALL BE PAID TO THE CONTRACTOR FOR WORK HAVING TO BE REDONE DUE TO DIMENSIONS OR GRADES SHOWN INCORRECTLY ON THESE PLANS IF SUCH NOTIFICATION HAS NOT BEEN GIVEN. 9. CONTRACTOR SHALL REFER TO THE ARCHITECTURAL /BUILDING PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF ENTRY /EXIT POINTS, ELEVATIONS, PRECISE BUILDING DIMENSIONS, EXACT BUILDING UTILITY LOCATIONS. 10. DEBRIS SHALL NOT B BURIED IED UR ON THE SUBJECT SITE AND ALL UNSUITABLE EXCAVATED HAZARDOUS A AR OUS MATERIAL, AND DEBRIS (SOLID WASTE) SHALL BE DISPOSED OF IN ACCORDANCE WITH ALL TOWN, COUNTY, STATE AND FEDERAL LAWS AND APPLICABLE CODES. 11. CONTRACTOR IS RESPONSIBLE FOR ALL SHORING REQUIRED DURING EXCAVATION (TO BE PERFORMED IN ACCORDANCE WITH CURRENT OSHA STANDARDS) AND ANY ADDITIONAL PROVISIONS TO ASSURE STABILITY OF CONTIGUOUS STRUCTURES, AS FIELD CONDITIONS DICTATE. 12. CONTRACTOR IS TO EXERCISE EXTREME CARE WHEN PERFORMING ANY WORK ACTIVITIES ADJACENT TO PAVEMENT, STRUCTURES, ETC. TO REMAIN. CONTRACTOR SHALL BE RESPONSIBLE FOR TAKING THE APPROPRIATE MEASURES AS NECESSARY TO ENSURE THE STRUCTURAL STABILITY OF PAVEMENT, STRUCTURES, ETC. TO REMAIN, AND TO PROVIDE A SAFE WORK AREA. 13. CONTRACTOR IS RESPONSIBLE FOR DOCUMENTING ALL EXISTING DAMAGE AND FOR NOTIFYING CONSTRUCTION MANAGER PRIOR TO START OF CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR REPAIRING THE DAMAGE DONE TO ANY EXISTING ITEM DURING CONSTRUCTION SUCH AS BUT NOT LIMITED TO DRAINAGE, UTILITIES, PAVEMENT, STRIPING, CURB, ETC. THE CONTRACTOR SHALL BE RESPONSIBLE FOR AND SHALL REPLACE ALL SIGNAL INTERCONNECT CABLE, CONDUITS, AND ANY UNDERGROUND ACCESSORY EQUIPMENT DAMAGED DURING CONSTRUCTION. REPAIR SHALL BE EQUAL TO OR BETTER THAN EXISTING CONDITIONS. 14. ALL CONCRETE SHALL HAVE THE MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS AS INDICATED IN SPECIFICATIONS UNLESS OTHERWISE NOTED ON THE PLANS, DETAILS AND /OR GEOTECHNICAL REPORT. 15. ENGINEER IS NOT RESPONSIBLE FOR CONSTRUCTION METHODS /MEANS FOR COMPLETION OF THE WORK DEPICTED ON THESE PLANS NOR ANY CONFLICTS /SCOPE REVISIONS WHICH RESULT FROM SAME. CONTRACTOR IS RESPONSIBLE FOR DETERMINING METHODS /MEANS FOR COMPLETION OF THE WORK PRIOR TO THE COMMENCEMENT OF CONSTRUCTION AND NOTIFICATION OF OWNER AND ENGINEER OF RECORD WHEN A CONFLICT IS IDENTIFIED. 16. ENGINEER OF RECORD IS NOT RESPONSIBLE FOR JOB SITE SAFETY NOR HAVE THEY BEEN RETAINED FOR SUCH PURPOSES. 17. ALL CONTRACTORS MUST CARRY STATUTORY WORKER'S COMPENSATION INSURANCE, EMPLOYER'S LIABILITY INSURANCE AND APPROPRIATE LIMITS OF COMMERCIAL GENERAL LIABILITY INSURANCE (CGL). ALL CONTRACTORS MUST HAVE THEIR CGL POLICIES ENDORSED TO NAME BOHLER ENGINEERING, AND ITS SUB - CONSULTANTS AS ADDITIONAL INSURED AND TO PROVIDE CONTRACTUAL LIABILITY COVERAGE SUFFICIENT TO INSURE THE HOLD HARMLESS AND INDEMNITY OBLIGATIONS ASSUMED BY THE CONTRACTORS. ALL CONTRACTORS MUST FURNISH BOHLER ENGINEERING WITH CERTIFICATIONS OF INSURANCE AS EVIDENCE OF THE REQUIRED INSURANCE PRIOR TO COMMENCING WORK AND UPON RENEWAL OF EACH POLICY DURING THE ENTIRE PERIOD OF CONSTRUCTION. IN ADDITION, ALL CONTRACTORS WILL, TO THE FULLEST EXTENT PERMITTED BY LAW, INDEMNIFY AND HOLD HARMLESS BOHLER ENGINEERING AND ITS SUB - CONSULTANTS FROM AND AGAINST ANY DAMAGES, LIABILITIES OR COSTS, INCLUDING REASONABLE ATTORNEYS' FEES AND DEFENSE COSTS, ARISING OUT OF OR IN ANY WAY CONNECTED WITH THE PROJECT, INCLUDING ALL CLAIMS BY EMPLOYEES OF THE CONTRACTORS. 18. NEITHER THE PROFESSIONAL ACTIVITIES OF BOHLER ENGINEERING, NOR THE PRESENCE OF BOHLER ENGINEERING OR ITS EMPLOYEES AND SUB - CONSULTANTS AT A CONSTRUCTION /PROJECT SITE, SHALL RELIEVE THE GENERAL CONTRACTOR OF ITS OBLIGATIONS, DUTIES AND RESPONSIBILITIES INCLUDING, BUT NOT LIMITED TO, CONSTRUCTION MEANS, METHODS, SEQUENCE, TECHNIQUES OR PROCEDURES NECESSARY FOR PERFORMING, SUPERINTENDING AND COORDINATING THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS AND ANY HEALTH OR SAFETY PRECAUTIONS REQUIRED BY ANY REGULATORY AGENCIES. BOHLER ENGINEERING AND ITS PERSONNEL HAVE NO AUTHORITY TO EXERCISE ANY CONTROL OVER ANY CONSTRUCTION CONTRACTOR OR ITS EMPLOYEES IN CONNECTION WITH THEIR WORK OR ANY HEALTH OR SAFETY PROGRAMS OR PROCEDURES. THE GENERAL CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR JOB SITE SAFETY. BOHLER ENGINEERING SHALL BE INDEMNIFIED BY THE GENERAL CONTRACTOR AND SHALL BE MADE ADDITIONAL INSURED UNDER THE GENERAL CONTRACTOR'S POLICIES OF GENERAL LIABILITY INSURANCE. 19. BOHLER ENGINEERING SHALL REVIEW AND APPROVE OR TAKE OTHER APPROPRIATE ACTION ON THE CONTRACTOR SUBMITTALS, SUCH AS SHOP DRAWINGS, PRODUCT DATA, SAMPLES, AND OTHER DATA, WHICH THE CONTRACTOR IS REQUIRED TO SUBMIT, BUT ONLY FOR THE LIMITED PURPOSE OF CHECKING FOR CONFORMANCE WITH THE DESIGN CONCEPT AND THE INFORMATION SHOWN IN THE CONSTRUCTION MEANS OR METHODS, COORDINATION OF THE WORK WITH OTHER TRADES, OR CONSTRUCTION SAFETY PRECAUTIONS, ALL OF WHICH ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. BOHLER ENGINEERING'S REVIEW SHALL BE CONDUCTED WITH REASONABLE PROMPTNESS WHILE ALLOWING SUFFICIENT TIME TO PERMIT ADEQUATE REVIEW. REVIEW OF A SPECIFIC ITEM SHALL NOT INDICATE THAT BOHLER ENGINEERING HAS REVIEWED THE ENTIRE ASSEMBLY OF WHICH THE ITEM IS A COMPONENT. BOHLER ENGINEERING SHALL NOT BE RESPONSIBLE FOR ANY DEVIATIONS FROM THE CONSTRUCTION DOCUMENTS NOT BROUGHT TO THE ATTENTION OF BOHLER ENGINEERING IN WRITING BY THE CONTRACTOR. BOHLER ENGINEERING SHALL NOT BE REQUIRED TO REVIEW PARTIAL SUBMISSIONS OR THOSE FOR WHICH SUBMISSIONS OF CORRELATED ITEMS HAVE NOT BEEN RECEIVED. 20. IN AN EFFORT TO RESOLVE ANY CONFLICTS THAT ARISE DURING THE DESIGN AND CONSTRUCTION OF THE PROJECT OR FOLLOWING THE COMPLETION OF THE PROJECT, BOHLER ENGINEERING AND THE CONTRACTOR MUST AGREE THAT ALL DISPUTES BETWEEN THEM ARISING OUT OF OR RELATING TO THIS AGREEMENT OR THE PROJECT SHALL BE SUBMITTED TO NON - BINDING MEDIATION UNLESS THE PARTIES MUTUALLY AGREE OTHERWISE. 21. THE CONTRACTOR MUST INCLUDE A MEDIATION PROVISION IN ALL AGREEMENTS WITH INDEPENDENT SUBCONTRACTORS AND CONSULTANTS RETAINED FOR THE PROJECT AND TO REQUIRE ALL INDEPENDENT CONTRACTORS AND CONSULTANTS ALSO TO INCLUDE A SIMILAR MEDIATION PROVISION IN ALL AGREEMENTS WITH THEIR SUBCONTRACTORS, SUB - CONSULTANTS, SUPPLIERS AND FABRICATORS, THEREBY PROVIDING FOR MEDIATION AS THE PRIMARY METHOD FOR DISPUTE RESOLUTION BETWEEN THE PARTIES TO ALL THOSE AGREEMENTS. 22. IF THE CONTRACTOR DEVIATES FROM THE PLANS AND SPECIFICATIONS, INCLUDING THE NOTES CONTAINED THEREON, WITHOUT FIRST OBTAINING PRIOR WRITTEN AUTHORIZATION FOR SUCH DEVIATIONS FROM THE OWNER AND ENGINEER, IT SHALL BE RESPONSIBLE FOR THE PAYMENT OF ALL COSTS TO CORRECT ANY WORK DONE, ALL FINES OR PENALTIES ASSESSED WITH RESPECT THERETO AND ALL COMPENSATORY OR PUNITIVE DAMAGES RESULTING THEREFROM. THE CONTRACTOR SHALL INDEMNIFY AND HOLD THE OWNER AND ENGINEER HARMLESS FROM ALL SUCH COSTS TO CORRECT ANY SUCH WORK AND FROM ALL SUCH FINES AND PENALTIES, COMPENSATION AND PUNITIVE DAMAGES AND COSTS OF ANY NATURE RESULTING THEREFROM. 23. A TEMPORARY STREET CLOSURE PERMIT IS REQUIRED FOR CLOSURE OF SIDEWALKS, PARKING SPACES AND ROADWAYS AND IS SUBJECT TO APPROVAL BY THE CITY TRAFFIC ENGINEER. GENERAL GRADING & UTILITY PLAN LAN NOTES 1. LOCATION OF ALL EXISTING AND PROPOSED SERVICES ARE APPROXIMATE AND MUST BE CONFIRMED INDEPENDENTLY WITH LOCAL UTILITY COMPANIES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION OR EXCAVATION. SANITARY SEWER AND ALL OTHER UTILITY SERVICE CONNECTION POINTS SHALL BE CONFIRMED INDEPENDENTLY BY THE CONTRACTOR IN FIELD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. ALL DISCREPANCIES SHALL BE REPORTED IMMEDIATELY IN WRITING TO THE ENGINEER. CONSTRUCTION SHALL COMMENCE BEGINNING AT THE LOWEST INVERT (POINT OF CONNECTION) AND PROGRESS UP GRADIENT, ALL PROPOSED INTERFACE POINTS (CROSSINGS) WITH EXISTING UNDERGROUND UTILITIES SHALL BE FIELD VERIFIED BY TEST PIT PRIOR TO COMMENCEMENT OF CONSTRUCTION. 2. ALL UTILITIES AND SERVICES INCLUDING BUT NOT LIMITED TO GAS, WATER, ELECTRIC, SANITARY AND STORM SEWER, TELEPHONE, CABLE, FIBER OPTIC CABLE, ETC. WITHIN THE LIMITS OF DISTURBANCE SHALL BE VERTICALLY AND HORIZONTALLY LOCATED. THE CONTRACTOR SHALL USE AND COMPLY WITH THE REQUIREMENTS OF THE APPLICABLE UTILITY NOTIFICATION SYSTEM TO LOCATE ALL THE UNDERGROUND UTILITIES. THE CONTRACTOR IS RESPONSIBLE FOR REPAIRS OF DAMAGE TO ANY EXISTING UTILITIES DURING CONSTRUCTION AT NO COST TO THE OWNER. 3. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THE PROJECT WORK SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIVE TO THE SPECIFICATIONS OR THE RELATIVE CODES, IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY BOHLER ENGINEERING IN WRITING PRIOR TO THE START OF CONSTRUCTION, FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUTE ACCEPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF WORK AS DEFINED BY THE DRAWINGS AND IN FULL COMPLIANCE WITH LOCAL REGULATIONS AND CODES, 4. DEFINE AND LOCATE VERTICALLY AND HORIZONTALLY ALL ACTIVE UTILITY AND /OR SERVICE SYSTEMS THAT ARE TO BE REMOVED. THE CONTRACTOR IS RESPONSIBLE TO PROTECT AND MAINTAIN ALL ACTIVE SYSTEMS THAT ARE NOT BEING REMOVED /RELOCATED DURING SITE ACTIVITY. 5. THE CONTRACTOR SHALL FAMILIARIZE THEMSELVES WITH THE APPLICABLE UTILITY SERVICE PROVIDER REQUIREMENTS AND IS RESPONSIBLE FOR ALL COORDINATION REGARDING UTILITY DEMOLITION AS IDENTIFIED OR REQUIRED FOR PROJECT. THE CONTRACTOR SHALL PROVIDE THE OWNER WRITTEN NOTIFICATION THAT THE EXISTING UTILITIES AND SERVICES HAVE BEEN TERMINATED AND ABANDONED IN ACCORDANCE WITH JURISDICTION AND UTILITY COMPANY REQUIREMENTS. 6. CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF SITE PLAN DOCUMENTS AND ARCHITECTURAL DESIGN FOR EXACT BUILDING UTILITY CONNECTION LOCATIONS, GREASE TRAP REQUIREMENTS /DETAILS, DOOR ACCESS, AND EXTERIOR GRADING. THE UTILITY SERVICE SIZES ARE TO BE DETERMINED BY THE ARCHITECT. THE CONTRACTOR SHALL COORDINATE INSTALLATION OF UTILITIES /SERVICES WITH THE INDIVIDUAL COMPANIES, TO AVOID CONFLICTS AND ENSURE PROPER DEPTHS ARE ACHIEVED. THE JURISDICTION UTILITY REQUIREMENTS SHALL ALSO BE MET, AS WELL AS COORDINATING THE UTILITY TIE - INS /CONNECTIONS PRIOR TO CONNECTING TO THE EXISTING UTILITY /SERVICE. WHERE CONFLICTS EXIST WITH THESE SITE PLANS, ENGINEER IS TO BE NOTIFIED PRIOR TO CONSTRUCTION TO RESOLVE SAME. 7. WATER SERVICE MATERIALS BURIAL DEPTH AND V CO ER REQUIREMENTS SHALL BE SPECIFIED BY THE LOCAL UTILITY COMPANY. CONTRACTOR'S PRICE FOR WATER SERVICE SHALL INCLUDE ALL FEES AND APPURTENANCES REQUIRED BY THE UTILITY TO PROVIDE A COMPLETE WORKING SERVICE. 8. ALL NEW UTILITIES /SERVICES, INCLUDING ELECTRIC, TELEPHONE, CABLE TV, ETC. ARE TO BE INSTALLED UNDERGROUND. ALL NEW UTILITIES /SERVICES SHALL BE INSTALLED IN ACCORDANCE WITH THE UTILITY /SERVICE PROVIDER INSTALLATION SPECIFICATIONS AND STANDARDS. 9. SITE GRADING SHALL BE PERFORMED IN ACCORDANCE WITH THESE PLANS AND SPECIFICATIONS AND THE RECOMMENDATIONS SET FORTH IN THE GEOTECHNICAL REPORT REFERENCED IN THIS PLAN SET. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING AND REPLACING WITH SUITABLE MATERIALS AS SPECIFIED IN THE GEOTECHNICAL REPORT. ALL EXCAVATED OR FILLED AREAS SHALL BE COMPACTED AS OUTLINED IN THE GEOTECHNICAL REPORT. MOISTURE CONTENT AT TIME OF PLACEMENT SHALL BE SUBMITTED IN COMPACTION REPORT PREPARED BY A QUALIFIED GEOTECHNICAL ENGINEER, REGISTERED WITH THE STATE WHERE THE WORK IS PERFORMED, VERIFYING THAT ALL FILLED AREAS AND SUB -GRADE AREAS WITHIN THE BUILDING PAD AREA AND AREAS TO BE PAVED HAVE BEEN COMPACTED IN ACCORDANCE WITH THESE PLANS AND SPECIFICATIONS AND THE RECOMMENDATIONS SET FORTH IN THE GEOTECHNICAL REPORT. SUB -BASE MATERIAL FOR SIDEWALKS, CURB, OR ASPHALT SHALL BE FREE OF ORGANICS AND OTHER UNSUITABLE MATERIALS. SHOULD SUB -BASE BE DEEMED UNSUITABLE BY OWNER OR OWNER'S REPRESENTATIVE, SUB -BASE IS TO BE REMOVED AND FILLED WITH APPROVED FILL MATERIAL COMPACTED AS DIRECTED BY THE GEOTECHNICAL REPORT. 10. ALL FILL, COMPACTION, AND BACKFILL MATERIALS REQUIRED FOR UTILITY INSTALLATION SHALL BE AS PER THE RECOMMENDATIONS PROVIDED IN THE GEOTECHNICAL REPORT AND SHALL BE COORDINATED WITH THE APPLICABLE UTILITY COMPANY SPECIFICATIONS. 11. THE CONTRACTOR SHALL COMPLY TO THE FULLEST EXTENT WITH THE LATEST OSHA STANDARDS AND REGULATIONS, OR ANY OTHER AGENCY HAVING JURISDICTION FOR EXCAVATION AND TRENCHING PROCEDURES. THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE "MEANS AND METHODS" REQUIRED TO MEET THE INTENT AND PERFORMANCE CRITERIA OF OSHA, AS WELL AS ANY OTHER ENTITY THAT HAS JURISDICTION FOR EXCAVATION AND /OR TRENCHING PROCEDURES. 12. PAVEMENT SHALL BE SAW CUT IN STRAIGHT LINES TO THE FULL DEPTH OF THE EXISTING PAVEMENT. ALL DEBRIS FROM REMOVAL OPERATIONS SHALL BE REMOVED FROM THE SITE AT THE TIME OF EXCAVATION. STOCKPILING OF DEBRIS WILL NOT BE PERMITTED. 13, THE TOPS OF EXISTING MANHOLES, INLET STRUCTURES, AND SANITARY CLEANOUT TOPS SHALL BE ADJUSTED, IF REQUIRED, TO MATCH PROPOSED GRADES IN ACCORDANCE WITH ALL APPLICABLE STANDARDS. 14. THE CONTRACTOR IS RESPONSIBLE FOR VERIFICATION OF EXISTING TOPOGRAPHIC INFORMATION AND UTILITY INVERT ELEVATIONS PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION. CONTRACTOR TO ENSURE 0.75% MINIMUM SLOPE ALONG ALL ISLANDS, GUTTERS, AND CURBS; 1.0% ON ALL CONCRETE SURFACES; AND 1.0% MINIMUM ON ASPHALT, TO PREVENT PONDING. ANY DISCREPANCIES THAT MAY AFFECT THE PUBLIC SAFETY OR PROJECT COST MUST BE IDENTIFIED TO THE ENGINEER IN WRITING IMMEDIATELY. PROCEEDING WITH CONSTRUCTION WITHOUT NOTIFICATION IS DONE SO AT THE CONTRACTOR'S OWN RISK. 15. PROPOSED TOP OF CURB ELEVATIONS ARE GENERALLY 6" ABOVE EXISTING LOCAL ASPHALT GRADE UNLESS OTHERWISE NOTED. FIELD ADJUST TO CREATE A MINIMUM OF 0.75% GUTTER GRADE ALONG CURB FACE. ENGINEER TO APPROVE FINAL CURBING CUT SHEETS PRIOR TO INSTALLATION. 16. REFER TO SITE PLAN FOR ADDITIONAL NOTES. 17, IN CASE OF DISCREPANCIES BETWEEN PLANS OR RELATIVE TO OTHER PLANS, THE SITE PLAN WILL TAKE PRECEDENCE. IMMEDIATELY NOTIFY THE ENGINEER IN WRITING OF ANY CONFLICTS. 18. CONTRACTOR SHALL BE REQUIRED TO SECURE ALL NECESSARY PERMITS AND APPROVALS FOR ALL OFF -SITE MATERIAL SOURCES AND DISPOSAL FACILITIES. CONTRACTOR SHALL SUPPLY A COPY OF APPROVALS TO ENGINEER AND OWNER PRIOR TO INITIATING WORK. PROPOSED EASEMENT LEGEND STANDARD ABBREVIATIONS EVIAT'IONS SI I EXISTING NOTE TYPICAL NOTE TEXT PROPOSED NOTE FOR ENTIRE PLAN SET AC ACRES POG POINT OF GRADE i r ONSITE PROPERTY LINE/ R.O.W. LINE _ _ ADA AMERICANS WITH DISABILITY ACT PROP PROPOSED - - NEIGHBORING PROPERTY LINE ! INTERIOR PARCEL LINE - - EASEMENT LINE - ARCH ARCHITECTURAL PT POINT OF TANGENCY VARIABLE WIDTH S SETBACK LINE - - - - - - - - BC BOTTOM OF CURB PTCR POINT OF TANGENCY, CURB RETURN w BF BASEMENT FLOOR PVC POLYVINYL CHLORIDE PIPE Ud o -w p CONCRETE CURB & GUTTER CURB AND GUTTER BK BLOCK PVI POINT OF VERTICAL INTERSECTION o$ SPILL CURB I TRANSITION CURB BL BASELINE PVT POINT OF VERTICAL TANGENCY 30 DEPRESSED CURB AND GUTTER BLDG BUILDING R RADIUS -- ----- BM BUILDING BENCHMARK RCP REINFORCED CONCRETE PIPE UTILITY POLE WITH LIGHT Tf N BRL BUILDING RESTRICTION LINE RET WALL RETAINING WALL POLE LIGHT �, CF CUBIC FEET R/W RIGHT OF WAY TRAFFIC LIGHT Z CL CENTERLINE S SLOPE CMP METAL PIPE CORRUGATED SAN SANITARY SEWER O UTILITY POLE O CONN CONNECTION SF SQUARE FEET TYPICAL LIGHT °7rZ06� CONC CONCRETE STA STATION ACORN LIGHT U mw CPP CORRUGATED PLASTIC PIPE STM STORM v- - TYPICAL SIGN -�- CY CUBIC YARDS TBR TO BE REMOVED I " \ PARKING COUNTS DEC DECORATIVE TBRL TO BE RELOCATED 0 DEP DEPRESSED TC TOP OF CURB DIP DUCTILE IRON PIPE TELE TELEPHONE --- -170- - ------- - - - - -- 169------ - - - - -- CONTOUR LINE 190 187 DOM DOMESTIC TPF TREE PROTECTION FENCE 516: OP 516.4 SPOT ELEVATIONS C516.001 TC 516.00 BC 515.55 ELEC ELECTRIC TW TOP OF WALL ELEV ELEVATION TYP TYPICAL SAN SANITARY LABEL SAN # EP EDGE OF PAVEMENT UG UNDERGROUND STORM LABEL �( # ES EDGE OF SHOULDER UP UTILITY POLE SANITARY SEWER LATERAL SL EW END WALL W WIDE yy UNDERGROUND WATER LINE w EX EXISTING W/L WATER LINE £ _ UNDERGROUND ELECTRIC LINE E FES FLARED END SECTION W/M WATER METER fa cn G UNDERGROUND GAS LINE G FF FINISHED FLOOR ± PLUS OR MINUS OVERHEAD WIRE OH FH FIRE HYDRANT o DEGREE FG FINISHED GRADE O DIAMETER T UNDERGROUND TELEPHONE LINE T G GRADE # NUMBER UNDERGROUND CABLE LINE C GF GARAGE FLOOR (AT DOOR) GH GRADE HIGHER SIDE OF WALL - - -- - - - - - - - - - -. n - - - - - - STORM SEWER SANITARY SEWER MAIN S GL GRADE LOWER SIDE OF WALL ° HYDRANT GRT GRATE GV GATE VALVE (�\ SANITARY MANHOLE O\ �`i HDPE HIGH DENSITY POLYETHYLENE PIPE () STORM MANHOLE i \I I\ ®,i O HP HIGH POINT WM WATER METER HOR HORIZONTAL wV WATER VALVE HW HEADWALL GAS VALVE INT INTERSECTION GAS METER ® INV INVERT LF LINEAR FOOT TYPICAL END SECTION LOC LIMITS OF CLEARING (� IU HEADWALL OR ENDWALL OR LOD LIMITS OF DISTURBANCE () YARD INLET O LOS LINE OF SIGHT LP LOW POINT CURB INLET L/S LANDSCAPE 0 CLEAN OUT O MAX MAXIMUM (} ELECTRIC MANHOLE O MIN MINIMUM (� TELEPHONE MANHOLE O MH MANHOLE MJ MECHANICAL JOINT ELECT RIC FE-B] OC ON CENTER ❑ELECTRIC cP PEDESTAL EP PA POINT OF ANALYSIS PC POINT CURVATURE PCCR POINT OF COMPOUND CURVATURE, CURB RETURN ill MONITORING WELL PI POINT OF INTERSECTION GENERAL NOTE: IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THIS PROJECT WORK SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIVE TO THE SPECIFICATIONS OR APPLICABLE CODES, IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD IN WRITING PRIOR TO THE START OF CONSTRUCTION, FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUTE ACCEPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF THE WORK AS DEFINED BY THE DRAWINGS AND IN FULL CQNFQRMANQE WITH LOCAL REGULATIONa AN ES, GENERAL DEMOLITION PLAN NOTES 1. BOHLER ENGINEERING IS NOT RESPONSIBLE FOR JOB SITE SAFETY OR SUPERVISION. 2. ALL DEMOLITION ACTIVITIES ARE TO BE PERFORMED IN ACCORDANCE WITH THESE PLANS AND SPECIFICATIONS AS WELL AS ALL FEDERAL, STATE AND LOCAL REGULATIONS. ANY DISCREPANCIES OR DEVIATIONS SHALL BE IDENTIFIED BY THE CONTRACTOR TO BOHLER ENGINEERING IN WRITING FOR RESOLUTION PRIOR TO INITIATION OF SITE ACTIVITY. 3. PRIOR TO STARTING ANY DEMOLITION CONTRACTOR IS RESPONSIBLE FOR /TO: A. ENSURING THAT COPIES OF ALL APPLICABLE PERMITS AND APPROVALS ARE MAINTAINED ON -SITE AND AVAILABLE FOR REVIEW. B. INSTALLING THE REQUIRED SOIL EROSION AND SEDIMENT CONTROL AND /OR TREE PROTECTION MEASURES PRIOR TO SITE DISTURBANCE. C. LOCATING (VERTICALLY AND HORIZONTALLY) ALL UTILITIES AND SERVICES, INCLUDING, BUT NOT LIMITED TO GAS, WATER, ELECTRIC, SANITARY AND STORM SEWER, TELEPHONE, CABLE, FIBER OPTIC CABLE, ETC. WITHIN THE LIMITS OF DISTURBANCE. THE CONTRACTOR SHALL USE AND COMPLY WITH THE REQUIREMENTS OF THE APPLICABLE UTILITY NOTIFICATION SYSTEM TO LOCATE ALL THE UNDERGROUND UTILITIES. D. PROTECTING AND MAINTAINING IN OPERATION, ALL ACTIVE SYSTEMS THAT ARE NOT BEING REMOVED DURING ALL DEMOLITION ACTIVITIES. E. FAMILIARIZING THEMSELVES WITH THE APPLICABLE UTILITY SERVICE PROVIDER AND IS RESPONSIBLE FOR ALL COORDINATION REGARDING UTILITY DEMOLITION REQUIRED FOR THE PROJECT. THE CONTRACTOR SHALL PROVIDE THE OWNER WRITTEN NOTIFICATION THAT THE EXISTING UTILITIES AND SERVICES HAVE BEEN TERMINATED AND ABANDONED IN ACCORDANCE WITH JURISDICTION AND UTILITY COMPANY REQUIREMENTS. F. COORDINATION WITH UTILITY COMPANIES REGARDING WORKING "OFF- PEAK" HOURS OR ON WEEKENDS AS MAY BE REQUIRED TO MINIMIZE THE IMPACT ON THE AFFECTED PARTIES. G. A COMPLETE INSPECTION FOR CONTAMINANTS BY A LICENSED ENVIRONMENTAL TESTING AGENCY, OF ALL BUILDINGS AND /OR STRUCTURES TO BE REMOVED. SAME SHALL BE PERFORMED IN ACCORDANCE WITH ALL APPLICABLE LOCAL, STATE, AND FEDERAL ENVIRONMENTAL REGULATIONS. ANY /ALL CONTAMINANTS SHALL BE REMOVED AND DISPOSED OF BY A FEDERALLY LICENSED CONTRACTOR IN ACCORDANCE WITH FEDERAL, STATE, AND LOCAL REGULATIONS. ALL ENVIRONMENTAL WORK INCLUDING HAZARDOUS MATERIAL, SOILS, ASBESTOS, OR OTHER REFERENCED OR IMPLIED HEREIN IS THE SOLE RESPONSIBILITY OF THE OWNER'S ENVIRONMENTAL CONSULTANT. 4. BOHLER ENGINEERING IS NOT RESPONSIBLE FOR JOB SITE SAFETY OR SUPERVISION. CONTRACTOR IS TO PROCEED WITH THE DEMOLITION IN A SYSTEMATIC AND SAFE MANNER, FOLLOWING ALL THE OSHA REQUIREMENTS, TO ENSURE PUBLIC AND CONTRACTOR SAFETY. 5. THE CONTRACTOR SHALL PROVIDE ALL THE "MEANS AND METHODS" NECESSARY TO PREVENT MOVEMENT, SETTLEMENT, OR COLLAPSE OF EXISTING STRUCTURES, AND ANY OTHER IMPROVEMENTS THAT ARE REMAINING ON -SITE OR OFF -SITE. THE DEMOLITION CONTRACTOR IS RESPONSIBLE FOR ALL REPAIRS OF DAMAGE TO ALL ITEMS THAT ARE TO REMAIN AS A RESULT OF HIS ACTIVITIES. ALL REPAIRS SHALL USE NEW MATERIAL. THE REPAIRS SHALL RESTORE THE ITEM TO THE PRE - DEMOLITION CONDITION. 6. IN THE ABSENCE OF SPECIFICATIONS, THE CONTRACTOR SHALL PERFORM EARTH MOVEMENT ACTIVITIES, DEMOLITION AND REMOVAL OF ALL FOUNDATION WALLS, FOOTINGS, AND OTHER MATERIALS WITHIN THE LIMITS OF DISTURBANCE IN ACCORDANCE WITH DIRECTION BY OWNER'S STRUCTURAL OR GEOTECHNICAL ENGINEER. 7, EXPLOSIVES SHALL NOT BE USED WITHOUT PRIOR WRITTEN CONSENT OF BOTH THE OWNER AND APPLICABLE GOVERNMENTAL AUTHORITIES. ALL THE REQUIRED PERMITS AND EXPLOSIVE CONTROL MEASURES THAT ARE REQUIRED BY THE FEDERAL, STATE, AND LOCAL GOVERNMENTS SHALL BE IN PLACE PRIOR TO STARTING AN EXPLOSIVE PROGRAM. THE CONTRACTOR IS ALSO RESPONSIBLE FOR ALL INSPECTION AND SEISMIC VIBRATION TESTING THAT IS REQUIRED TO MONITOR THE EFFECTS ON ALL LOCAL STRUCTURES. 8. CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL AND GENERALLY ACCEPTED SAFE PRACTICES IN CONFORMANCE WITH: THE CURRENT "MANUAL ON UNIFORM TRAFFIC CONTROL," AS WELL AS FEDERAL, STATE, AND LOCAL REGULATIONS WHEN DEMOLITION RELATED ACTIVITIES IMPACT ROADWAYS OR ROADWAY RIGHTS -OF -WAY. 9. CONDUCT DEMOLITION ACTIVITIES IN SUCH A MANNER TO ENSURE MINIMUM INTERFERENCE WITH ROADS, STREETS, SIDEWALKS, WALKWAYS, AND OTHER ADJACENT FACILITIES. STREET CLOSURE PERMITS MUST BE RECEIVED FROM THE APPROPRIATE GOVERNMENTAL AUTHORITY. 10. DEMOLITION ACTIVITIES AND EQUIPMENT SHALL NOT USE AREAS OUTSIDE THE DEFINED PROPERTY LINE WITHOUT WRITTEN PERMISSION OF THE APPLICABLE PROPERTY OWNER, AND /OR APPROPRIATE GOVERNMENT AGENCY. 11. USE DUST CONTROL MEASURES TO LIMIT AIRBORNE DUST AND DIRT RISING AND SCATTERING IN THE AIR IN ACCORDANCE WITH FEDERAL, STATE, AND /OR LOCAL STANDARDS. AFTER THE DEMOLITION IS COMPLETE, ADJACENT STRUCTURES AND IMPROVEMENTS SHALL BE CLEANED OF ALL DUST AND DEBRIS CAUSED BY THE DEMOLITION OPERATIONS. THE CONTRACTOR IS RESPONSIBLE FOR RETURNING ALL ADJACENT AREAS TO THEIR "PRE- DEMOLITION" CONDITION. 12. CONTRACTOR IS RESPONSIBLE TO SAFEGUARD SITE AS NECESSARY TO PERFORM THE DEMOLITION IN SUCH A MANNER AS TO PREVENT THE ENTRY OF UNAUTHORIZED PERSONS AT ANY TIME. 13. THIS DEMOLITION PLAN IS INTENDED TO IDENTIFY THOSE EXISTING ITEMS /CONDITIONS WHICH ARE TO BE REMOVED. IT IS NOT INTENDED TO PROVIDE DIRECTION OTHER THAN THAT ALL "MEANS AND METHODS" ARE TO BE IN ACCORDANCE WITH STATE, FEDERAL, LOCAL, AND JURISDICTIONAL REQUIREMENTS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL OSHA AND OTHER SAFETY PRECAUTIONS NECESSARY TO PROVIDE A SAFE WORK SITE. 14, DEBRIS SHALL NOT BE BURIED ON THE SUBJECT SITE. ALL DEMOLITION WASTES AND DEBRIS (SOLID WASTE) SHALL BE DISPOSED OF IN ACCORDANCE WITH ALL TOWN, COUNTY, STATE, AND FEDERAL LAWS AND APPLICABLE CODES. GENERAL SITE PLAT NOTES 1. ALL ADA ACCESSIBLE PARKING SPACES AND ACCESS ROUTES SHALL BE CONSTRUCTED TO MEET ADA REQUIREMENTS. 2. PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR SHALL ENSURE THAT ALL REQUIRED PERMITS AND APPROVALS HAVE BEEN OBTAINED. NO CONSTRUCTION OR FABRICATION SHALL BEGIN UNTIL THE CONTRACTOR HAS RECEIVED AND THOROUGHLY REVIEWED ALL PLANS AND OTHER DOCUMENTS BY ALL OF THE PERMITTING AUTHORITIES. 3. THE OWNER /CONTRACTOR SHALL BE FAMILIAR WITH AND RESPONSIBLE FOR ANY /ALL CERTIFICATIONS, INSPECTIONS, ETC. REQUIRED BY ALL GOVERNING JURISDICTIONAL AGENCIES DURING AND AFTER CONSTRUCTION FOR SIGN -OFF AND CERTIFICATE OF OCCUPANCY ISSUANCE, INCLUDING BUT NOT LIMITED TO PROCUREMENT OF SERVICES, SCHEDULING OF FIELD OBSERVATIONS AND COORDINATION WITH REPRESENTATIVES OF THE APPROPRIATE PARTIES. 4. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THESE PLANS AND SPECIFICATIONS AND THE REQUIREMENTS AND STANDARDS OF THE LOCAL GOVERNING AUTHORITY. 5. THE GEOTECHNICAL EP D CA REPORT AN RECOMMENDATIONS SET FORTH THEREIN ARE A PART OF THE REQUIRED CONSTRUCTION DOCUMENTS AND IN CASE OF CONFLICT SHALL TAKE PRECEDENCE UNLESS SPECIFICALLY NOTED OTHERWISE ON THE PLANS. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IN WRITING OF ANY SUCH DISCREPANCY BETWEEN GEOTECHNICAL REPORT AND PLANS, ETC. 6. THE PROPERTY SURVEY SHALL BE CONSIDERED A PART OF THESE PLANS. 7. THESE PLANS ARE BASED ON INFORMATION PROVIDED TO BOHLER ENGINEERING AT THE TIME OF PLAN PREPARATION. CONTRACTOR SHALL FIELD VERIFY EXISTING CONDITIONS AND NOTIFY BOHLER ENGINEERING IF ACTUAL SITE CONDITIONS DIFFER FROM THOSE SHOWN ON THE PLAN, OR IF THE PROPOSED WORK WOULD BE INHIBITED BY ANY OTHER SITE FEATURES. 8. ALL DIMENSIONS SHOWN ON THE PLANS SHALL BE FIELD VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. CONTRACTOR SHALL NOTIFY ENGINEER IN WRITING IF ANY DISCREPANCIES EXIST PRIOR TO PROCEEDING WITH CONSTRUCTION. NO EXTRA COMPENSATION SHALL BE PAID TO THE CONTRACTOR FOR WORK HAVING TO BE REDONE DUE TO DIMENSIONS OR GRADES SHOWN INCORRECTLY ON THESE PLANS IF SUCH NOTIFICATION HAS NOT BEEN GIVEN. 9. CONTRACTOR SHALL REFER TO THE ARCHITECTURAL /BUILDING PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF ENTRY /EXIT POINTS, ELEVATIONS, PRECISE BUILDING DIMENSIONS, EXACT BUILDING UTILITY LOCATIONS. 10. DEBRIS SHALL NOT B BURIED IED UR ON THE SUBJECT SITE AND ALL UNSUITABLE EXCAVATED HAZARDOUS A AR OUS MATERIAL, AND DEBRIS (SOLID WASTE) SHALL BE DISPOSED OF IN ACCORDANCE WITH ALL TOWN, COUNTY, STATE AND FEDERAL LAWS AND APPLICABLE CODES. 11. CONTRACTOR IS RESPONSIBLE FOR ALL SHORING REQUIRED DURING EXCAVATION (TO BE PERFORMED IN ACCORDANCE WITH CURRENT OSHA STANDARDS) AND ANY ADDITIONAL PROVISIONS TO ASSURE STABILITY OF CONTIGUOUS STRUCTURES, AS FIELD CONDITIONS DICTATE. 12. CONTRACTOR IS TO EXERCISE EXTREME CARE WHEN PERFORMING ANY WORK ACTIVITIES ADJACENT TO PAVEMENT, STRUCTURES, ETC. TO REMAIN. CONTRACTOR SHALL BE RESPONSIBLE FOR TAKING THE APPROPRIATE MEASURES AS NECESSARY TO ENSURE THE STRUCTURAL STABILITY OF PAVEMENT, STRUCTURES, ETC. TO REMAIN, AND TO PROVIDE A SAFE WORK AREA. 13. CONTRACTOR IS RESPONSIBLE FOR DOCUMENTING ALL EXISTING DAMAGE AND FOR NOTIFYING CONSTRUCTION MANAGER PRIOR TO START OF CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR REPAIRING THE DAMAGE DONE TO ANY EXISTING ITEM DURING CONSTRUCTION SUCH AS BUT NOT LIMITED TO DRAINAGE, UTILITIES, PAVEMENT, STRIPING, CURB, ETC. THE CONTRACTOR SHALL BE RESPONSIBLE FOR AND SHALL REPLACE ALL SIGNAL INTERCONNECT CABLE, CONDUITS, AND ANY UNDERGROUND ACCESSORY EQUIPMENT DAMAGED DURING CONSTRUCTION. REPAIR SHALL BE EQUAL TO OR BETTER THAN EXISTING CONDITIONS. 14. ALL CONCRETE SHALL HAVE THE MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS AS INDICATED IN SPECIFICATIONS UNLESS OTHERWISE NOTED ON THE PLANS, DETAILS AND /OR GEOTECHNICAL REPORT. 15. ENGINEER IS NOT RESPONSIBLE FOR CONSTRUCTION METHODS /MEANS FOR COMPLETION OF THE WORK DEPICTED ON THESE PLANS NOR ANY CONFLICTS /SCOPE REVISIONS WHICH RESULT FROM SAME. CONTRACTOR IS RESPONSIBLE FOR DETERMINING METHODS /MEANS FOR COMPLETION OF THE WORK PRIOR TO THE COMMENCEMENT OF CONSTRUCTION AND NOTIFICATION OF OWNER AND ENGINEER OF RECORD WHEN A CONFLICT IS IDENTIFIED. 16. ENGINEER OF RECORD IS NOT RESPONSIBLE FOR JOB SITE SAFETY NOR HAVE THEY BEEN RETAINED FOR SUCH PURPOSES. 17. ALL CONTRACTORS MUST CARRY STATUTORY WORKER'S COMPENSATION INSURANCE, EMPLOYER'S LIABILITY INSURANCE AND APPROPRIATE LIMITS OF COMMERCIAL GENERAL LIABILITY INSURANCE (CGL). ALL CONTRACTORS MUST HAVE THEIR CGL POLICIES ENDORSED TO NAME BOHLER ENGINEERING, AND ITS SUB - CONSULTANTS AS ADDITIONAL INSURED AND TO PROVIDE CONTRACTUAL LIABILITY COVERAGE SUFFICIENT TO INSURE THE HOLD HARMLESS AND INDEMNITY OBLIGATIONS ASSUMED BY THE CONTRACTORS. ALL CONTRACTORS MUST FURNISH BOHLER ENGINEERING WITH CERTIFICATIONS OF INSURANCE AS EVIDENCE OF THE REQUIRED INSURANCE PRIOR TO COMMENCING WORK AND UPON RENEWAL OF EACH POLICY DURING THE ENTIRE PERIOD OF CONSTRUCTION. IN ADDITION, ALL CONTRACTORS WILL, TO THE FULLEST EXTENT PERMITTED BY LAW, INDEMNIFY AND HOLD HARMLESS BOHLER ENGINEERING AND ITS SUB - CONSULTANTS FROM AND AGAINST ANY DAMAGES, LIABILITIES OR COSTS, INCLUDING REASONABLE ATTORNEYS' FEES AND DEFENSE COSTS, ARISING OUT OF OR IN ANY WAY CONNECTED WITH THE PROJECT, INCLUDING ALL CLAIMS BY EMPLOYEES OF THE CONTRACTORS. 18. NEITHER THE PROFESSIONAL ACTIVITIES OF BOHLER ENGINEERING, NOR THE PRESENCE OF BOHLER ENGINEERING OR ITS EMPLOYEES AND SUB - CONSULTANTS AT A CONSTRUCTION /PROJECT SITE, SHALL RELIEVE THE GENERAL CONTRACTOR OF ITS OBLIGATIONS, DUTIES AND RESPONSIBILITIES INCLUDING, BUT NOT LIMITED TO, CONSTRUCTION MEANS, METHODS, SEQUENCE, TECHNIQUES OR PROCEDURES NECESSARY FOR PERFORMING, SUPERINTENDING AND COORDINATING THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS AND ANY HEALTH OR SAFETY PRECAUTIONS REQUIRED BY ANY REGULATORY AGENCIES. BOHLER ENGINEERING AND ITS PERSONNEL HAVE NO AUTHORITY TO EXERCISE ANY CONTROL OVER ANY CONSTRUCTION CONTRACTOR OR ITS EMPLOYEES IN CONNECTION WITH THEIR WORK OR ANY HEALTH OR SAFETY PROGRAMS OR PROCEDURES. THE GENERAL CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR JOB SITE SAFETY. BOHLER ENGINEERING SHALL BE INDEMNIFIED BY THE GENERAL CONTRACTOR AND SHALL BE MADE ADDITIONAL INSURED UNDER THE GENERAL CONTRACTOR'S POLICIES OF GENERAL LIABILITY INSURANCE. 19. BOHLER ENGINEERING SHALL REVIEW AND APPROVE OR TAKE OTHER APPROPRIATE ACTION ON THE CONTRACTOR SUBMITTALS, SUCH AS SHOP DRAWINGS, PRODUCT DATA, SAMPLES, AND OTHER DATA, WHICH THE CONTRACTOR IS REQUIRED TO SUBMIT, BUT ONLY FOR THE LIMITED PURPOSE OF CHECKING FOR CONFORMANCE WITH THE DESIGN CONCEPT AND THE INFORMATION SHOWN IN THE CONSTRUCTION MEANS OR METHODS, COORDINATION OF THE WORK WITH OTHER TRADES, OR CONSTRUCTION SAFETY PRECAUTIONS, ALL OF WHICH ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. BOHLER ENGINEERING'S REVIEW SHALL BE CONDUCTED WITH REASONABLE PROMPTNESS WHILE ALLOWING SUFFICIENT TIME TO PERMIT ADEQUATE REVIEW. REVIEW OF A SPECIFIC ITEM SHALL NOT INDICATE THAT BOHLER ENGINEERING HAS REVIEWED THE ENTIRE ASSEMBLY OF WHICH THE ITEM IS A COMPONENT. BOHLER ENGINEERING SHALL NOT BE RESPONSIBLE FOR ANY DEVIATIONS FROM THE CONSTRUCTION DOCUMENTS NOT BROUGHT TO THE ATTENTION OF BOHLER ENGINEERING IN WRITING BY THE CONTRACTOR. BOHLER ENGINEERING SHALL NOT BE REQUIRED TO REVIEW PARTIAL SUBMISSIONS OR THOSE FOR WHICH SUBMISSIONS OF CORRELATED ITEMS HAVE NOT BEEN RECEIVED. 20. IN AN EFFORT TO RESOLVE ANY CONFLICTS THAT ARISE DURING THE DESIGN AND CONSTRUCTION OF THE PROJECT OR FOLLOWING THE COMPLETION OF THE PROJECT, BOHLER ENGINEERING AND THE CONTRACTOR MUST AGREE THAT ALL DISPUTES BETWEEN THEM ARISING OUT OF OR RELATING TO THIS AGREEMENT OR THE PROJECT SHALL BE SUBMITTED TO NON - BINDING MEDIATION UNLESS THE PARTIES MUTUALLY AGREE OTHERWISE. 21. THE CONTRACTOR MUST INCLUDE A MEDIATION PROVISION IN ALL AGREEMENTS WITH INDEPENDENT SUBCONTRACTORS AND CONSULTANTS RETAINED FOR THE PROJECT AND TO REQUIRE ALL INDEPENDENT CONTRACTORS AND CONSULTANTS ALSO TO INCLUDE A SIMILAR MEDIATION PROVISION IN ALL AGREEMENTS WITH THEIR SUBCONTRACTORS, SUB - CONSULTANTS, SUPPLIERS AND FABRICATORS, THEREBY PROVIDING FOR MEDIATION AS THE PRIMARY METHOD FOR DISPUTE RESOLUTION BETWEEN THE PARTIES TO ALL THOSE AGREEMENTS. 22. IF THE CONTRACTOR DEVIATES FROM THE PLANS AND SPECIFICATIONS, INCLUDING THE NOTES CONTAINED THEREON, WITHOUT FIRST OBTAINING PRIOR WRITTEN AUTHORIZATION FOR SUCH DEVIATIONS FROM THE OWNER AND ENGINEER, IT SHALL BE RESPONSIBLE FOR THE PAYMENT OF ALL COSTS TO CORRECT ANY WORK DONE, ALL FINES OR PENALTIES ASSESSED WITH RESPECT THERETO AND ALL COMPENSATORY OR PUNITIVE DAMAGES RESULTING THEREFROM. THE CONTRACTOR SHALL INDEMNIFY AND HOLD THE OWNER AND ENGINEER HARMLESS FROM ALL SUCH COSTS TO CORRECT ANY SUCH WORK AND FROM ALL SUCH FINES AND PENALTIES, COMPENSATION AND PUNITIVE DAMAGES AND COSTS OF ANY NATURE RESULTING THEREFROM. 23. A TEMPORARY STREET CLOSURE PERMIT IS REQUIRED FOR CLOSURE OF SIDEWALKS, PARKING SPACES AND ROADWAYS AND IS SUBJECT TO APPROVAL BY THE CITY TRAFFIC ENGINEER. GENERAL GRADING & UTILITY PLAN LAN NOTES 1. LOCATION OF ALL EXISTING AND PROPOSED SERVICES ARE APPROXIMATE AND MUST BE CONFIRMED INDEPENDENTLY WITH LOCAL UTILITY COMPANIES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION OR EXCAVATION. SANITARY SEWER AND ALL OTHER UTILITY SERVICE CONNECTION POINTS SHALL BE CONFIRMED INDEPENDENTLY BY THE CONTRACTOR IN FIELD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. ALL DISCREPANCIES SHALL BE REPORTED IMMEDIATELY IN WRITING TO THE ENGINEER. CONSTRUCTION SHALL COMMENCE BEGINNING AT THE LOWEST INVERT (POINT OF CONNECTION) AND PROGRESS UP GRADIENT, ALL PROPOSED INTERFACE POINTS (CROSSINGS) WITH EXISTING UNDERGROUND UTILITIES SHALL BE FIELD VERIFIED BY TEST PIT PRIOR TO COMMENCEMENT OF CONSTRUCTION. 2. ALL UTILITIES AND SERVICES INCLUDING BUT NOT LIMITED TO GAS, WATER, ELECTRIC, SANITARY AND STORM SEWER, TELEPHONE, CABLE, FIBER OPTIC CABLE, ETC. WITHIN THE LIMITS OF DISTURBANCE SHALL BE VERTICALLY AND HORIZONTALLY LOCATED. THE CONTRACTOR SHALL USE AND COMPLY WITH THE REQUIREMENTS OF THE APPLICABLE UTILITY NOTIFICATION SYSTEM TO LOCATE ALL THE UNDERGROUND UTILITIES. THE CONTRACTOR IS RESPONSIBLE FOR REPAIRS OF DAMAGE TO ANY EXISTING UTILITIES DURING CONSTRUCTION AT NO COST TO THE OWNER. 3. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THE PROJECT WORK SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIVE TO THE SPECIFICATIONS OR THE RELATIVE CODES, IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY BOHLER ENGINEERING IN WRITING PRIOR TO THE START OF CONSTRUCTION, FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUTE ACCEPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF WORK AS DEFINED BY THE DRAWINGS AND IN FULL COMPLIANCE WITH LOCAL REGULATIONS AND CODES, 4. DEFINE AND LOCATE VERTICALLY AND HORIZONTALLY ALL ACTIVE UTILITY AND /OR SERVICE SYSTEMS THAT ARE TO BE REMOVED. THE CONTRACTOR IS RESPONSIBLE TO PROTECT AND MAINTAIN ALL ACTIVE SYSTEMS THAT ARE NOT BEING REMOVED /RELOCATED DURING SITE ACTIVITY. 5. THE CONTRACTOR SHALL FAMILIARIZE THEMSELVES WITH THE APPLICABLE UTILITY SERVICE PROVIDER REQUIREMENTS AND IS RESPONSIBLE FOR ALL COORDINATION REGARDING UTILITY DEMOLITION AS IDENTIFIED OR REQUIRED FOR PROJECT. THE CONTRACTOR SHALL PROVIDE THE OWNER WRITTEN NOTIFICATION THAT THE EXISTING UTILITIES AND SERVICES HAVE BEEN TERMINATED AND ABANDONED IN ACCORDANCE WITH JURISDICTION AND UTILITY COMPANY REQUIREMENTS. 6. CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF SITE PLAN DOCUMENTS AND ARCHITECTURAL DESIGN FOR EXACT BUILDING UTILITY CONNECTION LOCATIONS, GREASE TRAP REQUIREMENTS /DETAILS, DOOR ACCESS, AND EXTERIOR GRADING. THE UTILITY SERVICE SIZES ARE TO BE DETERMINED BY THE ARCHITECT. THE CONTRACTOR SHALL COORDINATE INSTALLATION OF UTILITIES /SERVICES WITH THE INDIVIDUAL COMPANIES, TO AVOID CONFLICTS AND ENSURE PROPER DEPTHS ARE ACHIEVED. THE JURISDICTION UTILITY REQUIREMENTS SHALL ALSO BE MET, AS WELL AS COORDINATING THE UTILITY TIE - INS /CONNECTIONS PRIOR TO CONNECTING TO THE EXISTING UTILITY /SERVICE. WHERE CONFLICTS EXIST WITH THESE SITE PLANS, ENGINEER IS TO BE NOTIFIED PRIOR TO CONSTRUCTION TO RESOLVE SAME. 7. WATER SERVICE MATERIALS BURIAL DEPTH AND V CO ER REQUIREMENTS SHALL BE SPECIFIED BY THE LOCAL UTILITY COMPANY. CONTRACTOR'S PRICE FOR WATER SERVICE SHALL INCLUDE ALL FEES AND APPURTENANCES REQUIRED BY THE UTILITY TO PROVIDE A COMPLETE WORKING SERVICE. 8. ALL NEW UTILITIES /SERVICES, INCLUDING ELECTRIC, TELEPHONE, CABLE TV, ETC. ARE TO BE INSTALLED UNDERGROUND. ALL NEW UTILITIES /SERVICES SHALL BE INSTALLED IN ACCORDANCE WITH THE UTILITY /SERVICE PROVIDER INSTALLATION SPECIFICATIONS AND STANDARDS. 9. SITE GRADING SHALL BE PERFORMED IN ACCORDANCE WITH THESE PLANS AND SPECIFICATIONS AND THE RECOMMENDATIONS SET FORTH IN THE GEOTECHNICAL REPORT REFERENCED IN THIS PLAN SET. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING AND REPLACING WITH SUITABLE MATERIALS AS SPECIFIED IN THE GEOTECHNICAL REPORT. ALL EXCAVATED OR FILLED AREAS SHALL BE COMPACTED AS OUTLINED IN THE GEOTECHNICAL REPORT. MOISTURE CONTENT AT TIME OF PLACEMENT SHALL BE SUBMITTED IN COMPACTION REPORT PREPARED BY A QUALIFIED GEOTECHNICAL ENGINEER, REGISTERED WITH THE STATE WHERE THE WORK IS PERFORMED, VERIFYING THAT ALL FILLED AREAS AND SUB -GRADE AREAS WITHIN THE BUILDING PAD AREA AND AREAS TO BE PAVED HAVE BEEN COMPACTED IN ACCORDANCE WITH THESE PLANS AND SPECIFICATIONS AND THE RECOMMENDATIONS SET FORTH IN THE GEOTECHNICAL REPORT. SUB -BASE MATERIAL FOR SIDEWALKS, CURB, OR ASPHALT SHALL BE FREE OF ORGANICS AND OTHER UNSUITABLE MATERIALS. SHOULD SUB -BASE BE DEEMED UNSUITABLE BY OWNER OR OWNER'S REPRESENTATIVE, SUB -BASE IS TO BE REMOVED AND FILLED WITH APPROVED FILL MATERIAL COMPACTED AS DIRECTED BY THE GEOTECHNICAL REPORT. 10. ALL FILL, COMPACTION, AND BACKFILL MATERIALS REQUIRED FOR UTILITY INSTALLATION SHALL BE AS PER THE RECOMMENDATIONS PROVIDED IN THE GEOTECHNICAL REPORT AND SHALL BE COORDINATED WITH THE APPLICABLE UTILITY COMPANY SPECIFICATIONS. 11. THE CONTRACTOR SHALL COMPLY TO THE FULLEST EXTENT WITH THE LATEST OSHA STANDARDS AND REGULATIONS, OR ANY OTHER AGENCY HAVING JURISDICTION FOR EXCAVATION AND TRENCHING PROCEDURES. THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE "MEANS AND METHODS" REQUIRED TO MEET THE INTENT AND PERFORMANCE CRITERIA OF OSHA, AS WELL AS ANY OTHER ENTITY THAT HAS JURISDICTION FOR EXCAVATION AND /OR TRENCHING PROCEDURES. 12. PAVEMENT SHALL BE SAW CUT IN STRAIGHT LINES TO THE FULL DEPTH OF THE EXISTING PAVEMENT. ALL DEBRIS FROM REMOVAL OPERATIONS SHALL BE REMOVED FROM THE SITE AT THE TIME OF EXCAVATION. STOCKPILING OF DEBRIS WILL NOT BE PERMITTED. 13, THE TOPS OF EXISTING MANHOLES, INLET STRUCTURES, AND SANITARY CLEANOUT TOPS SHALL BE ADJUSTED, IF REQUIRED, TO MATCH PROPOSED GRADES IN ACCORDANCE WITH ALL APPLICABLE STANDARDS. 14. THE CONTRACTOR IS RESPONSIBLE FOR VERIFICATION OF EXISTING TOPOGRAPHIC INFORMATION AND UTILITY INVERT ELEVATIONS PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION. CONTRACTOR TO ENSURE 0.75% MINIMUM SLOPE ALONG ALL ISLANDS, GUTTERS, AND CURBS; 1.0% ON ALL CONCRETE SURFACES; AND 1.0% MINIMUM ON ASPHALT, TO PREVENT PONDING. ANY DISCREPANCIES THAT MAY AFFECT THE PUBLIC SAFETY OR PROJECT COST MUST BE IDENTIFIED TO THE ENGINEER IN WRITING IMMEDIATELY. PROCEEDING WITH CONSTRUCTION WITHOUT NOTIFICATION IS DONE SO AT THE CONTRACTOR'S OWN RISK. 15. PROPOSED TOP OF CURB ELEVATIONS ARE GENERALLY 6" ABOVE EXISTING LOCAL ASPHALT GRADE UNLESS OTHERWISE NOTED. FIELD ADJUST TO CREATE A MINIMUM OF 0.75% GUTTER GRADE ALONG CURB FACE. ENGINEER TO APPROVE FINAL CURBING CUT SHEETS PRIOR TO INSTALLATION. 16. REFER TO SITE PLAN FOR ADDITIONAL NOTES. 17, IN CASE OF DISCREPANCIES BETWEEN PLANS OR RELATIVE TO OTHER PLANS, THE SITE PLAN WILL TAKE PRECEDENCE. IMMEDIATELY NOTIFY THE ENGINEER IN WRITING OF ANY CONFLICTS. 18. CONTRACTOR SHALL BE REQUIRED TO SECURE ALL NECESSARY PERMITS AND APPROVALS FOR ALL OFF -SITE MATERIAL SOURCES AND DISPOSAL FACILITIES. CONTRACTOR SHALL SUPPLY A COPY OF APPROVALS TO ENGINEER AND OWNER PRIOR TO INITIATING WORK. PROPOSED EASEMENT LEGEND REV SI I - SIGHT DISTANCE I 4/14/14 STORM DRAIN p�S 2 SANITARY SEWER I - WATER PA PER COUNTY COMMENTS PUBLIC ACCESS DI COMMON SHARED IE DI INGRESS - EGRESS PU i - PUBLIC UTILITY VA VARIABLE WIDTH S 0 REVISIONS REV DATE COMMENT BY a 4/14/14 AMENDMENT I DRH 2 5/15/14 s DRH 3 6/13/14 PER COUNTY COMMENTS �¢ TH ¢¢a <w p¢Zf1¢ i z p S` o p d w Ud o -w p am W of -1 o$ M�1 j ¢ mI r-u) ma 30 4 Tf N LE LPL ¢ a d f~✓ o 2i ¢ >- a F Z o W H O ♦ CJ > <a-' LLJ ° z oZ0z> oW oN °7rZ06� ¢ O J I U mw pp]Z¢z mQ0UU Fm -j ° 0 as Z >w W cn o (y a� 1:4 W d z c" P, ° cn z u- Q fa cn Q ao ' o X 2 I •.., 41 W - REVISIONS REV DATE COMMENT BY 1 4/14/14 AMENDMENT I DRH 2 5/15/14 PER COUNTY COMMENTS DRH 3 6/13/14 PER COUNTY COMMENTS DRH THE FOLLOWING STATES REQUIRE NOTIFICATION BY EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN THE STATE. (IN VIRGINIA, MARYLAND, AND DELAWARE 811) (WV 1- 800 - 245- 4848) (PA 1- 800 - 242 -1776) (VA 1- 800 -552 -7001) (MD 1- 800 - 257 -7777) (DE 1 -800- 282 -8555) APPROVED FOR CONSTRUCTION PROJECT No.: V122001 DRAWN BY: JLP /CBC CHECKED BY: DRH DATE: 11/20/13 SCALE: AS NOTED CAD I.D.: SD3 PROJECT: WATER PROTECTION ORDINANCE PLAN ° CHASE I AM ENDMENT I FOR 5TH STREET S'TA'TION L,OCIVfION OF SITE NORTH OF 1 -64 BETWEEN 5TH STREET AND AVON STREET EXTENDED SCOTTSVILLE MAGISTERIAL ALBEMARLE COUNTY, VA BOLL E N G I N E E R I N G 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540) 349 -4500 Fax: (540) 349 -0321 www.BohlerEngineering.com .rH OF v DANIEL R. HINES P .Q Lic. No. 043176 o 6/13/14 �4ti7' ass! ®wAL SHEET TITLE: GENEIRAL NOTES SHEET NUMBER: 2JD EROSION *CONTROL NARRATIVE 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 M B T FINAL GRADE BUT WILL N DORMANT WITHIN EVEN 7 DAYS TO DENUDED AREAS THAT MAY NOT E A L REMAI NT WIT S ( ) (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. -2: D CONSTRUCTION E PROJECT L STOCKPILES AND BORROW AREAS SHALL BE STABILIZED O MS DURING CONS UCTION OF THE SOIL ST R 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. 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 A GROUND COVER IS ACHIEVED THAT, IS UNIFORM, MATURE ENOUGH TO SURVIVE AND WILL INHIBIT EROSION. ACTION: SEE EROSION AND SEDIMENT CONTROL NARRATIVE, SECTION X. 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 VIII. SEQUENCE OF CONSTRUCTION, PHASE I. MS -5: STABILIZATION MEASURES SHALL BE APPLIED TO EARTHEN STRUCTURES SUCH AS DAMS, DIKES, AND DIVERSIONS IMMEDIATELY AFTER INSTALLATION. ACTION: EARTHEN STRUCTURES SHALL BE STABILIZED USING TEMPORARY SOIL STABILIZATION MEASURES AS NOTED IN MS -1 ABOVE SHALL APPLY. 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: THE BASINS AND TRAPS HAVE BEEN DESIGN TO ACCOUNT FOR THE ENTIRE DRAINAGE AREA CONTRIBUTING TO THEM. THE APPROPRIATE SIZING AND STORM CRITERIA HAVE BEEN USED IN THE DESIGNS MS -7: CUT AND FILL SLOPES SHALL BE ASSIGNED AND CONSTRUCTED IN A MANNER THAT WILL MINIMIZE EROSION. SLOPES THAT ARE FOUND TO BE ERODING EXCESSIVELY WITHIN ONE (1) YEAR OF PERMANENT STABILIZATION SHALL BE PROVIDED WITH ADDITIONAL SLOPE STABILIZING MEASURES UNTIL THE PROBLEM IS CORRECTED. ACTION: 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: 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: ACKNOWLEDGED. 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: ACKNOWLEDGED. 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: ACKNOWLEDGED. 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: ACKNOWLEDGED. 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 NARRATIVE, SECTION VIII. SEQUENCE OF CONSTRUCTION, PHASE I. 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. el GENERAL NOTE: IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THIS PROJECT WORK SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIVE T( THE SPECIFICATIONS OR APPLICABLE CODES, IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD IN WRITING PRIOR TO THE START OF CONSTRUCTION, FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUTE 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 STORM () R ( )YEAR RM WILL NOT OVERTOP THE BANKS AND A TWO (2) YEAR STORM WILL NOT CAUSE EROSION TO THE CHANNEL BED OR BANKS; OR (2) IMPROVE THE PIPE OR PIPE SYSTEM TO A CONDITION WHERE THE TEN (10) YEAR STORM IS CONTAINED WITHIN THE APPURTENANCES; OR (3) DEVELOP A SITE DESIGN THAT WILL NOT CAUSE THE PRE - DEVELOPMENT PEAK RUNOFF RATE FROM A TWO (2) YEAR STORM TO INCREASE WHEN RUNOFF OUTFALLS INTO A NATURAL CHANNEL OR WILL NOT CAUSE THE PRE - DEVELOPMENT PEAK RUNOFF RATE FROM A TEN (10) YEAR STORM TO INCREASE WHEN RUNOFF OUTFALLS INTO A MAN -MADE CHANNEL; OR (4) PROVIDE A COMBINATION OF CHANNEL IMPROVEMENT, STORMWATER DETENTION OR OTHER MEASURE WHICH IS SATISFACTORY TO THE PLAN - APPROVING AUTHORITY TO PREVENT DOWNSTREAM EROSION. d. THE APPLICANT SHALL PROVIDE EVIDENCE OF PERMISSION TO MAKE THE IMPROVEMENTS. e. ALL HYDROLOGIC ANALYSES SHALL BE CASED ON THE EXISTING WATERSHED CHARACTERISTICS AND THE ULTIMATE DEVELOPMENT OF THE SUBJECT PROJECT. f. IF THE APPLICANT CHOOSES AN OPTION THAT INCLUDES STORMWATER DETENTION HE SHALL OBTAIN APPROVAL FROM THE LOCALITY OF A PLAN FOR MAINTENANCE OF THE DETENTION FACILITIES. THE PLAN SHALL SET FORTH THE MAINTENANCE REQUIREMENTS OF THE FACILITY AND THE PERSON RESPONSIBLE FOR PERFORMING THE MAINTENANCE. g. OUTFALL FROM A DETENTION FACILITY SHALL BE DISCHARGED TO A RECEIVING CHANNEL, AND ENERGY DISSIPATERS SHALL BE PLACED AT THE OUTFALL OF ALL DETENTION FACILITIES AS NECESSARY TO PROVIDE A STABILIZED TRANSITION FROM THE FACILITY TO THE RECEIVING CHANNEL. h. ALL ON -SITE CHANNELS MUST BE VERIFIED TO BE ADEQUATE. i. INCREASED VOLUMES OF SHEET FLOWS THAT MAY CAUSE EROSION OR SEDIMENTATION ON ADJACENT PROPERTY SHALL BE DIVERTED TO A STABLE OUTLET, ADEQUATE CHANNEL, PIPE OR PIPE SYSTEM, OR TO A DETENTION FACILITY. j. IN APPLYING THESE STORMWATER RUNOFF CRITERIA, INDIVIDUAL LOTS OR PARCELS IN A RESIDENTIAL, COMMERCIAL OR INDUSTRIAL DEVELOPMENT SHALL NOT BE CONSIDERED TO BE SEPARATE DEVELOPMENT PROJECTS. INSTEAD, THE DEVELOPMENT, AS A WHOLE, SHALL BE CONSIDERED TO BE A SINGLE DEVELOPMENT PROJECT. HYDROLOGIC PARAMETERS THAT REFLECT THE ULTIMATE DEVELOPMENT CONDITION SHALL BE USED IN ALL ENGINEERING CALCULATIONS. k. ALL MEASURES USED TO PROTECT PROPERTIES AND WATERWAYS SHALL BE EMPLOYED IN A MANNER WHICH MINIMIZES IMPACTS ON THE PHYSICAL, CHEMICAL AND BIOLOGICAL INTEGRITY OF RIVERS, STREAMS AND OTHER WATERS OF THE STATE. ACTION: SEE EROSION AND SEDIMENT CONTROL NARRATIVE, SECTION XI. STORM WATER RUNOFF CONSIDERATIONS. EROSION & SEDIMENT CONTROL OL NARRAT IV I. PROJECT DESCRIPTION: THE SUBJECT SITE IS LOCATED IN CHARLOTTESVILLE BETWEEN THE INTERSECTION OF 5TH STREET AND BENT CREEK ROAD, AND AVON STREET EXTENDED IN ALBEMARLE COUNTY, VIRGINIA. THE TOTAL AREA OF THE SITE IS 86.90 ACRES. THE PURPOSE OF THIS PROJECT IS TO INSTALL THE PERIMETER EROSION CONTROLS, CLEAR AND GRUB THE SITE, AND BEGIN THE EXTENSIVE MASS GRADING OPERATION FOR THE SITE AS IS PROPOSED WITH THE FIRST FINAL SITE PLAN. SITE CONSTRUCTION WILL INCLUDE TREE REMOVAL, SITE CLEARING AND ROUGH GRADING THE SITE. THE TOTAL PROJECT IS ANTICIPATED TO TAKE THREE (3) YEARS. APPROXIMATELY 45.02 ACRES ARE PROPOSED TO BE DISTURBED WITH THIS PLAN. II. EXISTING SITE CONDITIONS: THE EXISTING SITE CONSISTS OF AN ABANDONED COMMUNITY LANDFILL, A STORAGE WAREHOUSE, AND UNDEVELOPED FOREST. A QUARTER OF THE SITE CONSISTS OF CRITICAL SLOPES ABOVE 25 %. THE TOPOGRAPHY VARIES AND IS APPROXIMATELY 1% TO 68% SLOPE, THE DISTURBED AREA CURRENTLY DRAINS TO MOORES CREEK ALONG THE NORTHERN EDGE OF THE SITE. THE ONSITE ENVIRONMENTALLY SENSITIVE AREAS INCLUDE CRITICAL SLOPES, AN ABANDONED AND CAPPED LANDFILL, AND WETLAND AREAS, A CONSTRUCTION ENTRANCE HAS PREVIOUSLY BEEN INSTALLED ON THE LANDFILL PARCEL WHICH LEADS TO A PREVIOUSLY CLEARED STAGING AREA AND THE STREAM MITIGATION EFFORT WITHIN MOORE'S CREEK. AN EXISTING BRIDGE, DRIVE AISLE AND SMALL DRIVEWAY EXIST AT THE CURRENT TERMINUS OF BENT CREEK ROAD. IN ADDITION TO THE CONDITIONS NOTED ABOVE, THERE ARE SEVERAL POTENTIAL BURIED TRASH AREAS WITHIN THE DEVELOPMENT LIMITS. III. ADJACENT PROPERTY: THE SITE IS BORDERED TO THE NORTH BY MOORES CREEK AND RESIDENTIAL DEVELOPMENT, TO THE EAST BY AVON STREET EXTENDED AND COMMERCIAL AND INDUSTRIAL DEVELOPMENT, TO THE SOUTH BY INTERSTATE 64, AND TO THE WEST BY 5TH STREET AND COMMERCIAL DEVELOPMENT WITHIN THE CITY OF CHARLOTTESVILLE, IV. OFFSITE AREAS: THE PROPOSED PROJECT HAS BEEN DESIGNED TO MINIMIZE THE IMPORT AND /OR EXPORT OF DIRT FOR THE SITE. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING ANY DISTURBANCE OFFSITE AND FOR ANY REQUIRED PLANS AND PERMITS THAT MAY BE REQUIRED. OFFSITE ROAD IMPROVEMENTS ARE PROPOSED ON AVON STREET EXTENDED. V. SOILS: A GEOTECHNICAL STUDY HAS BEEN PERFORMED AND THE CONTRACTOR SHALL FOLLOW ALL APPLICABLE STANDARDS AND SPECIFICATIONS NOTED IN THE STUDY. SOILS DELINEATION HAS BEEN PROVIDED ON THE EROSION CONTROL SHEETS. VI. CRITICAL AREAS: THERE ARE SEVERAL CRITICAL AREAS ON THE SITE. SEVERAL WATER COURSES INCLUDING MOORE'S CREEK TRAVERSE THE SITE. WETLANDS AND MAPPED FLOODPLAINS EXIST ON THIS SITE. THE APPROPRIATE WETLAND DISTURBANCE PERMITS AND FEMA CONDITIONAL LETTER OF MAP REVISION HAVE BEEN APPLIED FOR AND ARE CURRENTLY BEING REVIEWED FOR APPROVAL BY THE CORP OF ENGINEERS AND FEMA. VII. EROSION AND SEDIMENT CONTROL MEASURES: UNLESS OTHERWISE NOTED, ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK ( VESCH). THE MINIMUM STANDARDS OF VESCH SHALL BE ADHERED TO UNLESS OTHERWISE WAIVED OR APPROVED BY A VARIANCE. SPECIFIC EROSION AND SEDIMENT CONTROL MEASURES UTILIZED IN THIS PROJECT INCLUDE THE FOLLOWING: 1. 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 WHERE THERE IS NOT ALREADY FENCE TO PREVENT PEDESTRIAN TRAFFIC ON SITE. 2. TEMPORARY STONE CONSTRUCTION ENTRANCE - 3.02 A STABILIZED STONE PAN WITH WASH RACK AND FILER FABRIC UNDERLINER LOCATED AT THE LOCATION SHOWN ON THE E &S PLANS. 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 PRESENT SEDIMENT FROM LEAVING THE SITE. 4. SUPER SILT FENCE - N/A REINFORCED SILT FENCE TO INTERCEPT AND DETAIN SMALL AMOUNTS OF SEDIMENT FROM DISTURBED AREAS DURING CONSTRUCTION OPERATIONS IN ORDER TO PRESENT SEDIMENT FROM LEAVING THE SITE. 5. STORM DRAIN INLET PROTECTION - 3.07 A SEDIMENT FILTER OR AN EXCAVATED IMPOUNDING AREA AROUND A STORM DRAIN DROP INLET OR CURB INLET. 6. TEMPORARY DIVERSION DIKE - 3.09 AN EARTHEN DIVERSION DIKE TO DIRECT RUNOFF INTO THE PROPOSED SEDIMENT TRAPS AND BASINS. 7. TEMPORARY SEDIMENT TRAP - 3.13 A TEMPORARY PONDING AREA FORMED BY CONSTRUCTING AN EARTHEN EMBANKMENT WITH A STONE OUTLET TO DETAIN SEDIMENT -LADEN RUNOFF FROM SMALL DISTURBED AREAS LONG ENOUGH TO ALLOW THE MAJORITY OF THE SEDIMENT TO SETTLE OUT, ALL DAM AREAS AND DIVERSION DIKES SHALL BE STABILIZED IMMEDIATELY AFTER INSTALLATION. 8. TEMPORARY SEDIMENT BASIN - 3 -14 A TEMPORARY DAM WITH CONTROLLED STORMWATER RELEASE STRUCTURE USED TO DETAIN SEDIMENT -LADEN RUNOFF AND ALLOW MOST OF THE SUSPENDED SOLIDS TO SETTLE OUT. ALL DAM AREAS AND DIVERSION DIKES SHALL BE STABILIZED IMMEDIATELY AFTER INSTALLATION. 9. OUTLET PROTECTION - 3.18 INSTALLATION OF RIP -RAP OR STILLING BASINS TO REDUCE EROSION FROM THE SCOURING AT OUTLETS AND REDUCE VELOCITIES. 10. ROCK CHECK DAMS - 3.20 A SYSTEM OF ROCK DAMS LOCATED IN A CHANNEL THAT REDUCE THE VELOCITY OF CONCENTRATED FLOWS AND HELP PREVENT EROSION OF THE CHANNEL. 11. TEMPORARY SEEDING - 3.31 THE ESTABLISHMENT OF A TEMPORARY VEGETATIVE COVER ON DISTURBED AREAS BY SEEDING WITH APPROPRIATE RAPIDLY GROWING ANNUAL PLANTS. ACCEPTABLE TYPES OF SEED CAN BE FOUND ON A DETAIL ON SHEET 6. 12. PERMANENT SEEDING - 3.32 THE ESTABLISHMENT OF PERENNIAL VEGETATIVE COVER ON DISTURBED AREAS BY PLANTING SEED. 13. MULCHING - 3.35 APPLICATION OF PLANT RESIDUES OR OTHER SUITABLE MATERIALS TO THE SOIL SURFACE. 14. DUST CONTROL - 3.39 DUST CONTROL WILL BE PROVIDED TO PREVENT SURFACE AND AIR MOVEMENT OF DUST FROM EXPOSED SOIL SURFACES AND REDUCE THE PRESENCE OF AIRBORNE SUBSTANCES WHICH MAY PRESENT HEALTH HAZARDS, TRAFFIC SAFETY PROBLEMS, OR HARM ANIMALS OR PLANT LIFE. ALL MATERIALS INDICATED ON THESE PLANS SHALL CONFORM TO THE SPECIFICATIONS AND INSTALLATION GUIDELINES SET FORTH IN THE VIRGINIA SEDIMENT AND EROSION CONTROL HANDBOOK (LATEST EDITION), AND THE DETAILS AND SPECIFICATIONS SHOWN HEREIN. VIII. SEQUENCE OF CONSTRUCTION: 1. OBTAIN ALL NECESSARY PERMITS. 2. CONTRACTOR SHALL STAKE AND FLAG LIMITS OF CLEARING AND INITIAL LIMITS OF CLEARING AND GRADING, 3. INSTALL CONSTRUCTION ENTRANCES, ALL PERIMETER CONTROLS INCLUDING THE SEDIMENT TRAPS AND SEDIMENT BASINS. 4. OBTAIN COUNTY E &S INSPECTOR APPROVAL BEFORE STARTING ANY WORK. 1. COMMENCE DEMOLITION OF EXISTING BUILDING AND SITE FEATURES. 2. BEGIN MASS GRADING ONSITE. 3. PREPARE SITE AREA NEAR STREAM CROSSING BEHIND THE EXISTING WAREHOUSE. 4. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE DISTURBANCE OFFSITE AND FOR ANY REQUIRED PERMITS. NOTE: THE COUNTY E &S INSPECTOR SHALL APPROVE PHASE I PRIOR TO PHASE 11 COMMENCING. IX. MAINTENANCE PROGRAM. 1. SILT FENCE SHALL BE INSPECTED AT THE END OF EACH DAY AND AFTER EACH RAINFALL. ANY REQUIRED REPAIRS OR REPLACEMENTS SHALL BE DONE IMMEDIATELY. SEDIMENT DEPOSITS SHALL BE REMOVED BY HAND AFTER EACH RAINFALL AND AT ANY TIME DEPOSITS REACH HALF THE HEIGHT OF THE BARRIER, 2. ALL SEEDED AREAS SHALL BE CHECKED REGULARLY TO ENSURE THAT A GOOD STAND IS MAINTAINED. AREAS SHOULD BE FERTILIZED AND RESEEDED AS NEEDED. 3. NO AREA SHALL BE LEFT DENUDED FOR ANY PERIOD LONGER THAN SEVEN (7) DAYS. 4. 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. 5. ADJACENT ROADWAYS AND ENTRANCES WILL BE KEPT CLEAN FROM ACCUMULATED DEBRIS AT ALL TIMES, 6. MONITORING REPORTS WILL BE SUBMITTED TO THE CITY OF CHARLOTTESVILLE BY THE RESPONSIBLE LAND DISTURBER. X. STABILIZATION: TEMPORARY SEEDING WILL BE PROVIDED IN ACCORDANCE TO VESCH REQUIREMENTS THROUGHOUT CONSTRUCTION. FINAL SEEDING AND SODDING INSTALLATION PER THE SPECIFICATIONS OF THE LANDSCAPE PLAN WILL OCCUR ONCE THE SITE HAS BEEN FINAL GRADED AND THE IMPROVEMENTS ARE COMPLETE, XI. STORM WATER RUNOFF CONSIDERATIONS: THIS PLAN PROPOSES SEVERAL BASIN AND TRAP FACILITIES TO CONTROL THE STORMWATER RUNOFF ASSOCIATED WITH THE CONSTRUCTION ACTIVITIES. AS SHOWN WITH A SEPARATE WATER PROTECTION ORDINANCE PLAN, SEVERAL FACILITIES ARE PROPOSED TO CONTROL THE STORMWATER FROM THE SITE IN THE ULTIMATE CONDITION. WITH THE PROPOSED FACILITIES, THERE WILL BE A REDUCTION IN THE PEAK FLOW FROM THE SITE. PLEASE REFER TO THE WATER PROTECTION ORDINANCE PLAN - PHASE 2 FOR 5TH STREET STATION. XII. CALCULATIONS: CALCULATIONS FOR THE TEMPORARY SEDIMENT BASINS AND SEDIMENT TRAPS HAVE BEEN PROVIDED IN THIS PLAN. A SEPARATE WATER PROTECTION ORDINANCE PLAN WILL BE SUBMITTED SHOWING THE ULTIMATE WATER QUANTITY AND QUALITY CONTROL FOR THE DEVELOPMENT. XIII. OTHER IMPORTANT NOTES: 1. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLANS SHALL BE MAINTAINED ON THE SITE AT ALL TIMES. 2. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE PLANS (INCLUDING BUT NOT LIMITED TO, OFF -SITE BORROW OR WASTE AREAS), THE CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FOR REVIEW AND APPROVAL BY THE PLAN APPROVING AUTHORITY. 3. THE CONTRACTOR 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. 4. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE PLACED PRIOR TO OR AS THE FIRST STEP IN CLEARING AND GRADING. 5. 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- FR EE CON DITION AT ALL TIM ES. 6. 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 & SEDIMENT DIMENT 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. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON -SITE AT ALL TIMES. 6. THE CONTRACTOR RESPONSIBLE TRAC OR IS RESPONS LE FOR INSTALLATION OF ANY ADDITIONAL EROSION CONTROL MEASURES AS NECESSARY TO PREVENT POSSIBLE FUTURE OFF -SITE CONTAMINATION. 7. 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. 8. THE CONTRACTOR MUST NOTIFY THE CITY ARBORIST OR LANDSCAPING SUPERVISOR PRIOR TO THE INSTALLATION OF ANY TREE PROTECTION OR PLANT MATERIAL. 9. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN THOSE INDICATED ON THESE PLANS (INCLUDING, BUT NOT LIMITED TO, OFF -SITE BORROW OR WASTE AREAS), THE CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN FOR REVIEW AND APPROVAL BY THE PLAN APPROVING AUTHORITY. 10.THE CONTRACTOR SHALL PROVIDE ADEQUATE MEANS OF CLEANING MUD FROM TRUCKS AND /OR OTHER EQUIPMENT PRIOR TO ENTERING THE PUBLIC RIGHT -OF -WAY. IT IS THE CONTRACTORS RESPONSIBILITY TO TAKE MEASURES NECESSARY TO ENSURE THAT ADJACENT STREETS ARE MAINTAINED IN A CLEAN AND DUST -FREE CONDITION AT ALL TIMES. 11. 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. 12.THE CONTRACTOR IS RESPONSIBLE FOR PERFORMING SITE WORK IN SUCH A MANNER AS TO PREVENT THE WASHING OF ANY TOPSOIL OR DEBRIS ONTO THE ADJACENT PROPERTIES. 13.ALL STORM AND SANITARY SEWER LINES, NOT IN STREETS, SHALL BE SEEDED AND MULCHED WITHIN 14 DAYS AFTER BACKFILL. 14.ELECTRICAL POWER, GAS SUPPLY, AND TELEPHONE TRENCHES SHALL BE COMPACTED, SEEDED, AND MULCHED WITHIN 14 DAYS AFTER BACKFILL. 15.AT THE COMPLETION OF CONSTRUCTION AND PRIOR TO ANY BOND RELEASE, ALL TEMPORARY SEDIMENT CONTROLS SHALL BE REMOVED AND ALL DENUDED AREAS STABILIZED. 16. WORK WITHIN THE WEST MAIN STREET RIGHT -OF -WAY SHALL BE PERFORMED IN A MANNER SO AS TO LIMIT THE DISTURBANCE TO PUBLIC TRAFFIC INCLUDING PEDESTRIAN AND BICYCLE ACCESS. ALBEMARLE COUNTY GENERAL CONSTRUCT10N NOTES FOR EROSION AND SEDIMENT CONTROL, DT A INTQ 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 SEDIMENIATION 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 APPROVE,D 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. 15.13ORROW, FILL OR WASTE ACTIVITY SHALL BE CONDUCTED IN A SAFE MANNER THAN MAINTAINS LATERAL SUPPORT, OR ORDER TO MINIMIZE ANY HAZARD TO PERSONS, PHYSICAL DAMAGE TO ADJACENT LAND AND IMPROVEMENTS, AND DAMAGE TO ANY PUBLIC STREET BECAUSE OF SLIDES, SINKING, OR COLLAPSE. 16.THE DEVELOPER SHALL RESERVE THE RIGHT TO INSTALL, MAINTAIN, REMOVE OR CONVERT TO PERMANENT STORMWATER MANAGEMENT FACILITIES WHERE APPLICABLE ALL EROSION CONTROL MEASURES REQUIRED BY THIS PLAN REGARDLESS OF THE SALE OF ANY LOT, UNIT, BUILDING OR OTHER PORTION OF THE PROPERTY. 17. TEMPORARY STABILIZATION SHALL BE TEMPORARY SEEDING AND MULCHING. SEEDING IS TO BE AT 75 LBS /ACRE, AND IN THE MONTHS OF SEPTEMBER TO FEBRUARY TO CONSIST A 50/50 MIX OF ANNUAL RYEGRASS AND CEREAL WINTER RYE, OR IN MARCH AND APRIL TO CONSIST OF ANNUAL RYE, OR MAY THROUGH AUGUST TO CONSIST OF GERMAN MILLET. STRAW MULCH IS TO BE APPLIED AT 80LBS /100SF. ALTERNATIVES ARE SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR, 18. PERMANENT STABILIZATION SHALL BE LIME AND FERTILIZER, PERMANENT SEEDING, AND MULCH. AGRICULTURAL GRADE LIMESTONE SHALL BE APPLIED AT 1000LBS /ACRE AND CONSIST OF 10 -20 -10 NUTRIENT MIX. PERMANENT SEEDING SHALL BE APPLIED AT 180LBS /ACRE AND CONSIST OF 95% KENTUCKY 31 OR TALL FESCUE AND 0 -5% PERENNIAL RYEGRASS OR KENTUCKY BLUEGRASS. STRAW MULCH IS TO BE APPLIED AT 80LBS /100SF. ALTERNATIVES ARE SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. 19.MAINTENA ALL ME RE NCE. MEASURES A 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 0 50 /a OF THE WET STORAGE VOLUME IS FILLED H SEDIMENT. MENT. 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 A TER THE DATE THE LAND DISTURBING ACTIVITY COMMENCED. (WATER PROTECTION ORDINANCE SECTION 17-207E.) ACCEPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF THE WORKAS DEFINED BY THE DRAWINGS AND IN FULL C NF RMAN E WITH AL RE LATI N AND DE - - - -- - _ - -- -- - - - - - - - - - -- -- -- -- -- -- - --- -- - - -- -- - - - - -- - -- -- - -- - - - -- - -- -- -- - -- -- - - - -. - . -____...L-.._.�..._ I HSG RATING ERODIBILITY NO. SOILS NAME SLOPE 21 B CULPEPER FINE SANDY LOAM 2 -7% C MODERATE 21C CULPEPER FINE SANDY LOAM 7 -15% C SEVERE 39D HAZEL LOAM 15 -25% C SEVERE 39E HAZEL LOAM 25 -45% C SEVERE 47C LOUISBURG SANDY LOAM 7 -15% B SEVERE 47D LOUISBURG SANDY LOAM 15 -25 B SEVERE 48E LOUISBURG STONY SANDY 25 -45% B SEVERE 76 RIVERVIEW LOAM 15 -25 B SLIGHT 77 REVIERVIEW- CHEWADA COMPLE 25 -45% B SLIGHT 88 UDORTHENTS, LOAMY 25 45% 71 NIA VI. CRITICAL AREAS: THERE ARE SEVERAL CRITICAL AREAS ON THE SITE. SEVERAL WATER COURSES INCLUDING MOORE'S CREEK TRAVERSE THE SITE. WETLANDS AND MAPPED FLOODPLAINS EXIST ON THIS SITE. THE APPROPRIATE WETLAND DISTURBANCE PERMITS AND FEMA CONDITIONAL LETTER OF MAP REVISION HAVE BEEN APPLIED FOR AND ARE CURRENTLY BEING REVIEWED FOR APPROVAL BY THE CORP OF ENGINEERS AND FEMA. VII. EROSION AND SEDIMENT CONTROL MEASURES: UNLESS OTHERWISE NOTED, ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK ( VESCH). THE MINIMUM STANDARDS OF VESCH SHALL BE ADHERED TO UNLESS OTHERWISE WAIVED OR APPROVED BY A VARIANCE. SPECIFIC EROSION AND SEDIMENT CONTROL MEASURES UTILIZED IN THIS PROJECT INCLUDE THE FOLLOWING: 1. 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 WHERE THERE IS NOT ALREADY FENCE TO PREVENT PEDESTRIAN TRAFFIC ON SITE. 2. TEMPORARY STONE CONSTRUCTION ENTRANCE - 3.02 A STABILIZED STONE PAN WITH WASH RACK AND FILER FABRIC UNDERLINER LOCATED AT THE LOCATION SHOWN ON THE E &S PLANS. 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 PRESENT SEDIMENT FROM LEAVING THE SITE. 4. SUPER SILT FENCE - N/A REINFORCED SILT FENCE TO INTERCEPT AND DETAIN SMALL AMOUNTS OF SEDIMENT FROM DISTURBED AREAS DURING CONSTRUCTION OPERATIONS IN ORDER TO PRESENT SEDIMENT FROM LEAVING THE SITE. 5. STORM DRAIN INLET PROTECTION - 3.07 A SEDIMENT FILTER OR AN EXCAVATED IMPOUNDING AREA AROUND A STORM DRAIN DROP INLET OR CURB INLET. 6. TEMPORARY DIVERSION DIKE - 3.09 AN EARTHEN DIVERSION DIKE TO DIRECT RUNOFF INTO THE PROPOSED SEDIMENT TRAPS AND BASINS. 7. TEMPORARY SEDIMENT TRAP - 3.13 A TEMPORARY PONDING AREA FORMED BY CONSTRUCTING AN EARTHEN EMBANKMENT WITH A STONE OUTLET TO DETAIN SEDIMENT -LADEN RUNOFF FROM SMALL DISTURBED AREAS LONG ENOUGH TO ALLOW THE MAJORITY OF THE SEDIMENT TO SETTLE OUT, ALL DAM AREAS AND DIVERSION DIKES SHALL BE STABILIZED IMMEDIATELY AFTER INSTALLATION. 8. TEMPORARY SEDIMENT BASIN - 3 -14 A TEMPORARY DAM WITH CONTROLLED STORMWATER RELEASE STRUCTURE USED TO DETAIN SEDIMENT -LADEN RUNOFF AND ALLOW MOST OF THE SUSPENDED SOLIDS TO SETTLE OUT. ALL DAM AREAS AND DIVERSION DIKES SHALL BE STABILIZED IMMEDIATELY AFTER INSTALLATION. 9. OUTLET PROTECTION - 3.18 INSTALLATION OF RIP -RAP OR STILLING BASINS TO REDUCE EROSION FROM THE SCOURING AT OUTLETS AND REDUCE VELOCITIES. 10. ROCK CHECK DAMS - 3.20 A SYSTEM OF ROCK DAMS LOCATED IN A CHANNEL THAT REDUCE THE VELOCITY OF CONCENTRATED FLOWS AND HELP PREVENT EROSION OF THE CHANNEL. 11. TEMPORARY SEEDING - 3.31 THE ESTABLISHMENT OF A TEMPORARY VEGETATIVE COVER ON DISTURBED AREAS BY SEEDING WITH APPROPRIATE RAPIDLY GROWING ANNUAL PLANTS. ACCEPTABLE TYPES OF SEED CAN BE FOUND ON A DETAIL ON SHEET 6. 12. PERMANENT SEEDING - 3.32 THE ESTABLISHMENT OF PERENNIAL VEGETATIVE COVER ON DISTURBED AREAS BY PLANTING SEED. 13. MULCHING - 3.35 APPLICATION OF PLANT RESIDUES OR OTHER SUITABLE MATERIALS TO THE SOIL SURFACE. 14. DUST CONTROL - 3.39 DUST CONTROL WILL BE PROVIDED TO PREVENT SURFACE AND AIR MOVEMENT OF DUST FROM EXPOSED SOIL SURFACES AND REDUCE THE PRESENCE OF AIRBORNE SUBSTANCES WHICH MAY PRESENT HEALTH HAZARDS, TRAFFIC SAFETY PROBLEMS, OR HARM ANIMALS OR PLANT LIFE. ALL MATERIALS INDICATED ON THESE PLANS SHALL CONFORM TO THE SPECIFICATIONS AND INSTALLATION GUIDELINES SET FORTH IN THE VIRGINIA SEDIMENT AND EROSION CONTROL HANDBOOK (LATEST EDITION), AND THE DETAILS AND SPECIFICATIONS SHOWN HEREIN. VIII. SEQUENCE OF CONSTRUCTION: 1. OBTAIN ALL NECESSARY PERMITS. 2. CONTRACTOR SHALL STAKE AND FLAG LIMITS OF CLEARING AND INITIAL LIMITS OF CLEARING AND GRADING, 3. INSTALL CONSTRUCTION ENTRANCES, ALL PERIMETER CONTROLS INCLUDING THE SEDIMENT TRAPS AND SEDIMENT BASINS. 4. OBTAIN COUNTY E &S INSPECTOR APPROVAL BEFORE STARTING ANY WORK. 1. COMMENCE DEMOLITION OF EXISTING BUILDING AND SITE FEATURES. 2. BEGIN MASS GRADING ONSITE. 3. PREPARE SITE AREA NEAR STREAM CROSSING BEHIND THE EXISTING WAREHOUSE. 4. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE DISTURBANCE OFFSITE AND FOR ANY REQUIRED PERMITS. NOTE: THE COUNTY E &S INSPECTOR SHALL APPROVE PHASE I PRIOR TO PHASE 11 COMMENCING. IX. MAINTENANCE PROGRAM. 1. SILT FENCE SHALL BE INSPECTED AT THE END OF EACH DAY AND AFTER EACH RAINFALL. ANY REQUIRED REPAIRS OR REPLACEMENTS SHALL BE DONE IMMEDIATELY. SEDIMENT DEPOSITS SHALL BE REMOVED BY HAND AFTER EACH RAINFALL AND AT ANY TIME DEPOSITS REACH HALF THE HEIGHT OF THE BARRIER, 2. ALL SEEDED AREAS SHALL BE CHECKED REGULARLY TO ENSURE THAT A GOOD STAND IS MAINTAINED. AREAS SHOULD BE FERTILIZED AND RESEEDED AS NEEDED. 3. NO AREA SHALL BE LEFT DENUDED FOR ANY PERIOD LONGER THAN SEVEN (7) DAYS. 4. 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. 5. ADJACENT ROADWAYS AND ENTRANCES WILL BE KEPT CLEAN FROM ACCUMULATED DEBRIS AT ALL TIMES, 6. MONITORING REPORTS WILL BE SUBMITTED TO THE CITY OF CHARLOTTESVILLE BY THE RESPONSIBLE LAND DISTURBER. X. STABILIZATION: TEMPORARY SEEDING WILL BE PROVIDED IN ACCORDANCE TO VESCH REQUIREMENTS THROUGHOUT CONSTRUCTION. FINAL SEEDING AND SODDING INSTALLATION PER THE SPECIFICATIONS OF THE LANDSCAPE PLAN WILL OCCUR ONCE THE SITE HAS BEEN FINAL GRADED AND THE IMPROVEMENTS ARE COMPLETE, XI. STORM WATER RUNOFF CONSIDERATIONS: THIS PLAN PROPOSES SEVERAL BASIN AND TRAP FACILITIES TO CONTROL THE STORMWATER RUNOFF ASSOCIATED WITH THE CONSTRUCTION ACTIVITIES. AS SHOWN WITH A SEPARATE WATER PROTECTION ORDINANCE PLAN, SEVERAL FACILITIES ARE PROPOSED TO CONTROL THE STORMWATER FROM THE SITE IN THE ULTIMATE CONDITION. WITH THE PROPOSED FACILITIES, THERE WILL BE A REDUCTION IN THE PEAK FLOW FROM THE SITE. PLEASE REFER TO THE WATER PROTECTION ORDINANCE PLAN - PHASE 2 FOR 5TH STREET STATION. XII. CALCULATIONS: CALCULATIONS FOR THE TEMPORARY SEDIMENT BASINS AND SEDIMENT TRAPS HAVE BEEN PROVIDED IN THIS PLAN. A SEPARATE WATER PROTECTION ORDINANCE PLAN WILL BE SUBMITTED SHOWING THE ULTIMATE WATER QUANTITY AND QUALITY CONTROL FOR THE DEVELOPMENT. XIII. OTHER IMPORTANT NOTES: 1. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLANS SHALL BE MAINTAINED ON THE SITE AT ALL TIMES. 2. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE PLANS (INCLUDING BUT NOT LIMITED TO, OFF -SITE BORROW OR WASTE AREAS), THE CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FOR REVIEW AND APPROVAL BY THE PLAN APPROVING AUTHORITY. 3. THE CONTRACTOR 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. 4. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE PLACED PRIOR TO OR AS THE FIRST STEP IN CLEARING AND GRADING. 5. 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- FR EE CON DITION AT ALL TIM ES. 6. 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 & SEDIMENT DIMENT 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. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON -SITE AT ALL TIMES. 6. THE CONTRACTOR RESPONSIBLE TRAC OR IS RESPONS LE FOR INSTALLATION OF ANY ADDITIONAL EROSION CONTROL MEASURES AS NECESSARY TO PREVENT POSSIBLE FUTURE OFF -SITE CONTAMINATION. 7. 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. 8. THE CONTRACTOR MUST NOTIFY THE CITY ARBORIST OR LANDSCAPING SUPERVISOR PRIOR TO THE INSTALLATION OF ANY TREE PROTECTION OR PLANT MATERIAL. 9. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN THOSE INDICATED ON THESE PLANS (INCLUDING, BUT NOT LIMITED TO, OFF -SITE BORROW OR WASTE AREAS), THE CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN FOR REVIEW AND APPROVAL BY THE PLAN APPROVING AUTHORITY. 10.THE CONTRACTOR SHALL PROVIDE ADEQUATE MEANS OF CLEANING MUD FROM TRUCKS AND /OR OTHER EQUIPMENT PRIOR TO ENTERING THE PUBLIC RIGHT -OF -WAY. IT IS THE CONTRACTORS RESPONSIBILITY TO TAKE MEASURES NECESSARY TO ENSURE THAT ADJACENT STREETS ARE MAINTAINED IN A CLEAN AND DUST -FREE CONDITION AT ALL TIMES. 11. 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. 12.THE CONTRACTOR IS RESPONSIBLE FOR PERFORMING SITE WORK IN SUCH A MANNER AS TO PREVENT THE WASHING OF ANY TOPSOIL OR DEBRIS ONTO THE ADJACENT PROPERTIES. 13.ALL STORM AND SANITARY SEWER LINES, NOT IN STREETS, SHALL BE SEEDED AND MULCHED WITHIN 14 DAYS AFTER BACKFILL. 14.ELECTRICAL POWER, GAS SUPPLY, AND TELEPHONE TRENCHES SHALL BE COMPACTED, SEEDED, AND MULCHED WITHIN 14 DAYS AFTER BACKFILL. 15.AT THE COMPLETION OF CONSTRUCTION AND PRIOR TO ANY BOND RELEASE, ALL TEMPORARY SEDIMENT CONTROLS SHALL BE REMOVED AND ALL DENUDED AREAS STABILIZED. 16. WORK WITHIN THE WEST MAIN STREET RIGHT -OF -WAY SHALL BE PERFORMED IN A MANNER SO AS TO LIMIT THE DISTURBANCE TO PUBLIC TRAFFIC INCLUDING PEDESTRIAN AND BICYCLE ACCESS. ALBEMARLE COUNTY GENERAL CONSTRUCT10N NOTES FOR EROSION AND SEDIMENT CONTROL, DT A INTQ 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 SEDIMENIATION 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 APPROVE,D 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. 15.13ORROW, FILL OR WASTE ACTIVITY SHALL BE CONDUCTED IN A SAFE MANNER THAN MAINTAINS LATERAL SUPPORT, OR ORDER TO MINIMIZE ANY HAZARD TO PERSONS, PHYSICAL DAMAGE TO ADJACENT LAND AND IMPROVEMENTS, AND DAMAGE TO ANY PUBLIC STREET BECAUSE OF SLIDES, SINKING, OR COLLAPSE. 16.THE DEVELOPER SHALL RESERVE THE RIGHT TO INSTALL, MAINTAIN, REMOVE OR CONVERT TO PERMANENT STORMWATER MANAGEMENT FACILITIES WHERE APPLICABLE ALL EROSION CONTROL MEASURES REQUIRED BY THIS PLAN REGARDLESS OF THE SALE OF ANY LOT, UNIT, BUILDING OR OTHER PORTION OF THE PROPERTY. 17. TEMPORARY STABILIZATION SHALL BE TEMPORARY SEEDING AND MULCHING. SEEDING IS TO BE AT 75 LBS /ACRE, AND IN THE MONTHS OF SEPTEMBER TO FEBRUARY TO CONSIST A 50/50 MIX OF ANNUAL RYEGRASS AND CEREAL WINTER RYE, OR IN MARCH AND APRIL TO CONSIST OF ANNUAL RYE, OR MAY THROUGH AUGUST TO CONSIST OF GERMAN MILLET. STRAW MULCH IS TO BE APPLIED AT 80LBS /100SF. ALTERNATIVES ARE SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR, 18. PERMANENT STABILIZATION SHALL BE LIME AND FERTILIZER, PERMANENT SEEDING, AND MULCH. AGRICULTURAL GRADE LIMESTONE SHALL BE APPLIED AT 1000LBS /ACRE AND CONSIST OF 10 -20 -10 NUTRIENT MIX. PERMANENT SEEDING SHALL BE APPLIED AT 180LBS /ACRE AND CONSIST OF 95% KENTUCKY 31 OR TALL FESCUE AND 0 -5% PERENNIAL RYEGRASS OR KENTUCKY BLUEGRASS. STRAW MULCH IS TO BE APPLIED AT 80LBS /100SF. ALTERNATIVES ARE SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. 19.MAINTENA ALL ME RE NCE. MEASURES A 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 0 50 /a OF THE WET STORAGE VOLUME IS FILLED H SEDIMENT. MENT. 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 A TER THE DATE THE LAND DISTURBING ACTIVITY COMMENCED. (WATER PROTECTION ORDINANCE SECTION 17-207E.) ACCEPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF THE WORKAS DEFINED BY THE DRAWINGS AND IN FULL C NF RMAN E WITH AL RE LATI N AND DE - - - -- - _ - -- -- - - - - - - - - - -- -- -- -- -- -- - --- -- - - -- -- - - - - -- - -- -- - -- - - - -- - -- -- -- - -- -- - - - -. - . -____...L-.._.�..._ I REV DATE COMMENT BY L 4/14/14 AMENDMENT I DRH 2 LL ¢O S DRH 3 6113/14 PER COUNTY COMMENTS DRH U Sw 0 ¢¢a >o =_ cl� > Z w = , OIa w F� IL1 `^a - � z z Z: uw 3w 8,8 LLI O_, LU p >> � w � � Q am =- R 0 .j OmOai ;OL�a- 30 44 �/ W , W ♦ ®.♦ wo hiy L1 J v L� &. o H W Q e G O 2E Q i } a z a-. LLF W p e } 0 a¢� OZYZQ 1.o a@ m }zpD' a N tl Z F- Q�e _jF- .- mw Z) mzQz � z, ~ Q�UU o *o *♦ , �1. 0 _` (v�7 0 a ¢ 0 w E_ '! 8 z I4 "a 4 cn a F+ c..' aw W u ,w � w U � � a -.> m Q 4 (1) � o� J �. +� � i f N z oz N '- n P � w W C1 o E �� O Qw ow - X23 -, ® o ^-11 e ^> r m 20 U w 2 w `- - REVISIONS REV DATE COMMENT BY 1 4/14/14 AMENDMENT I DRH 2 5/15114 PER COUNTY COMMENTS DRH 3 6113/14 PER COUNTY COMMENTS DRH THE FOLLOWING STATES REQUIRE NOTIFICATION BY EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN THE STATE. (IN VIRGINIA, MARYLAND, AND DELAWARE 81 1) (WV 1- 800- 245- 4848) (PA 1 -800- 242 -1776) (VA 1-800-552-7001) (MID 1- 800 - 257- 7777) (DE 1- 800 - 282 -8555) APPROVED FOR CONSTRUCTION PROJECT No.: V122001 DRAWN BY: JLP /CBC CHECKED BY: DRH DATE: 11/20/13 SCALE: AS NOTED CAD I.D.: SDI) PROJECT: WATER I'R'OT�,��TIO ORDINANCE I}'�IeAN�Y- P�rl�A-�S7 E I FOR 5TH STREET STATION LOCATION OF 3I'TE NORTH OF 1 -64 BETWEEN 5TH STREET AND AVON STREET EXTENDED SCOTTSVILLE MAGISTERIAL ALBEMARLE COUNTY, VA BOHLER E N G I N E E R I N G 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540) 349 -4500 Fax: (540) 349 -0321 www.BohlerEngineering.com TH ®.k (5 DANIEL R. HINES '* .p Lic. No. 043176 � �� ' 'A j4,4 Ok 6/13/14 ,Q, '0 G��' r SHEET TITLE: SEDIMENT M OTES SHEET NUMBER: 3 D Im f J- .i ---1 r1 r 11r• -r r r - 1 1 r r r r 5 1 L \ It y'�0cP2� `••�.__/ / /i /!1 /i f /�fy� >� 44Y - ��� P ,r � J, 1, '' / / /,�" t 72 ..._ ' J! /! t! l,I 1 ,+ i „`ly »__ ° .,h ....`.. 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I i+ ; , N 6`32 %'...,� /' r` `, / r / TOTAL AREA OF CRITICAL SLOPES 1 v, ...,,�t.,tt t t LL v e 5 t Ft y , t eL e r ' r ,� • t ,-`' ,'' ,.�-• r t EXISTING NATURAL t S � t t • 't / J /'.: ,r ° t___ _ • EXISTING MAN -MADE f R' t t i t + t i t I t �' St t t t t tt 1 it '/ J' J r ''' � 'r'JIJJ'.•J• f / // \ TOTAL AREA OF DISTURBED CRITICAL SLOPES ` ,` { \\ t t \ r � J r �' ',,., �s✓'' • NATURAL AREA {I i tt ` 5y tt i t y {t +6 ` tt tt tt t `t } r/ / f , r,' J / r r , r r • MAN -MADE AREA it , °c' , {{ tt 1 CJ 1 it 1 i i I } i 1 ti t\ '} \ , 5•,.• ' J' ,/ i J' JJ rJ r r ,'.•• / ri''/ � .,,-'" j t i '1 k ! 1 j 1 1 i I °t t I I i I t t t .01"', �t 1 t 5 t t i t °- .J/ rr' /, ,J'! mp_,� REVISIONS REV 0 COMMENT BY LL s 4/14/14 AMENDMENT I LLF 10 �Da a 2 5/15/14 o >zW= � DRH 3 ,:E 0C) PER COUNTY COMMENTS DRH �zOz5w 0 ~~-~-~- T- ---- E----- -- ~- -- °~--- ELECTRIC LINE LLI :1 � Lu a ( j o01-Q0 € WITH LIGHT m l- U) LL (L GAS LINE Ui eeeeee a .) wo H N L Q > Q <v 0 2 UNDERGROUND n¢ 0 Z o C� ♦ C� TELEPHONE LINE , <aLIJ o oZOz> w --- ._.. -- —_ _ -- - UNDERGROUND co Z X 0 I=QOOH m �mZ<z STORM 0 0 X w o ------------- - - - - -- ,nQcl�00 LIGHT eooeo re ACORN a ��`� LIGHT SEWER MAIN GQ o a TYPICAL r�n rE"'al SIGN Q /i I PARKING MANHOLE O ul I" W O % c N SPOT MANHOLE OR 515,4 ELEVATIONS a a WATER METER 2 z u SAN SANITARY REVISIONS REV DATE COMMENT BY 1 4/14/14 AMENDMENT I DRH 2 5/15/14 PER COUNTY COMMENTS DRH 3 6/13/14 PER COUNTY COMMENTS DRH GUTTER ~~-~-~- T- ---- E----- -- ~- -- °~--- ELECTRIC LINE UTILITY POLE UNDERGROUND WITH LIGHT `° - -_-- - — — _.._-- - -_._, GAS LINE µ , POLE LIGHT _ _. _ _. -- _ -- s?ly _. OVERHEAD WIRE TRAFFIC ----- • --_._J — - - -- -° UNDERGROUND 1 •1 1 1 1 1 DEMOLITION/REMOVAL LEGEND DEMOLITION REMOVAL NOTE TYPICAL NOTE TEXT DE OLIT ION REMOVAL OTE TY P ICAL NOT E TEXT .--- -- ,_-- - _- ._.- _ ----., EASEMENT ------- Nl- - - - - -- UNDERGROUND LINE WATER LINE CONCRETE CURB & UNDERGROUND - -� --�-- — - - - -- -- - GUTTER ~~-~-~- T- ---- E----- -- ~- -- °~--- ELECTRIC LINE UTILITY POLE UNDERGROUND WITH LIGHT `° - -_-- - — — _.._-- - -_._, GAS LINE µ , POLE LIGHT _ _. _ _. -- _ -- s?ly _. OVERHEAD WIRE TRAFFIC ----- • --_._J — - - -- -° UNDERGROUND LIGHT TELEPHONE LINE UTILITY POLE --- ._.. -- —_ _ -- - UNDERGROUND CABLE LINE STORM TYPICAL ------------- - - - - -- LIGHT SEWER re ACORN -- ---- --"-- -----J` -- ---- -- •--- -- --.•.•— ��`� LIGHT SEWER MAIN TYPICAL HYDRANT SIGN SANITARY /i I PARKING MANHOLE COUNTS I" STORM SPOT MANHOLE OR 515,4 ELEVATIONS 1VM WATER METER SAN SANITARY wV WATER LABEL VALVE T STORM GAS LABEL VALVE _ ............ ... ....._ art.- .-.._- - ,...,.- ..— SAN...... EWER GAS LATERAL METER 21.80 ACRES 10.66 ACRES (49 %) 11.14 ACRES (51 %) 13.55 ACRES 3.25 ACRES (24 %) 10.30 ACRES (76 %) t i i I i 4 { 1 ; { ; 1 /NOTES. 1. SEE LINE TABLE ON SHEET 2A FOR PROPERTY LINE BEARINGS AND DISTANCES , . ti. { i j 1 t 1 0 J� I t t \\ t ` '\.. -''' J' �',J° �.-•'' " � J -' ,J'' ' CRITICAL SLOPES ( >25%) CRITICAL SLOPES MAN MADE ( >25%) mmm SOIL BOUNDARIES (INFORMATION OBTAINED FRO THE NATIONAL RESOURCES CONSERVATION ERVICE) THE FOLLOWING STATES REQUIRE NOTIFICATION BY EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN THE STATE. (IN VIRGINIA, MARYLAND, AND DELAWARE 811) (WV 1- 800 - 245- 4848) (PA 1- 800 - 242 -1776) VA 1- 800 -552 -7001 MD 1-800-257-7777) D '1-800-282-8555) ( ) ( ( E APPROVED FOR CONSTRUCTION PROJECT No.: V122001 DRAWN BY: JLP /CBC CHECKED BY: DRH DATE: 11/20/13 SCALE: 1"=120' CAD I. D.: OV3 PROJECT: WATER PROTECTION ORDINANCE PLAN - PHASE I AM 1'ND1VIENT I FOR 5TH STREET r -, STA -F IO1 `V LOCATION OF SITE NORTH OF 1 -64 BETWEEN 5TH STREET AND AVON STREET EXTENDED SCOTTSVILLE MAGISTERIAL ALBEMARLE COUNTY, V A T i 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540) 349 -4500 Fax: (540) 349 -0321 www.BohlerEngineering.co m .Til Ok v DANIEL R. HINES y', Lic. No. 043176 6/13/14 SS(ONAI, ' SHEET TITLE: O \t 1, 1,AJ1_AL PLAN w •"f/ fr,/\ 1 y 9e ♦a j !� !! /! % /f �/,� it {' }\ \ q ♦♦~ + -,_ / 1 ry�rrr i � � r � IJ f/ ,f /! f)/ � ( �� t }}11l ♦___ -°`. -- ...,.,�"'a`'tiq ♦`-._r rf '{9,�, / i r __ r / !! }, i \ ♦^ _/'/ i j tl Jr j II f +\ } }` _"'__._-^ `'- �`- �.,,�"'�^~"•..."r l��y' J��,.f r-' i 1/ /r `} 4t it \4t i ♦ / / / / ! ! , \ -- -.... -. ♦ ♦ rot r +.)_ ;gip§' ''i�. r /'l / r \L 1 y r � ♦° 1 i ! 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VIRGINIA UNIFORM CODING SYSTEM FOR EROSION AND SEDIMENT CONTROL PRACTICES 3.02 TEMPORARY STONE CONSTRUCTION ENTRANCE 3.05 SILT FENCE 3.07 STORM DRAIN INLET PROTECTION 3.09 TEMPORARY DIVERSION DIKE 3.13 TEMPORARY SEDIMENT TRAP I�E`Y CE SF iP DD ST jaw ►1�� 1�1 3.14 TEMPORARY SEDIMENT BASIN S B I O 3.18 OUTLET PROTECTION QP ^ 3.19 RIP RAP RR 3.20 ROCK CHECK DAMS C D ,,.., --+, �..► 3.31 TEMPORARY SEEDING TS TS 3.39 DUST CONTROL SAFETY FENCE SUPER SILT FENCE DC DC SAF SAF SSF — XX —XX —x. ME— REVISIONS REV LL COMMENT BY 1 Ld O� DRH 2 a¢a >p ¢z DRH 3 pj0w=w Op0. moo: DRH WOZHuj °m !�\ � nl tin. 3m (-'-I W ♦ ♦ ♦i.♦ awa � 1:11'. ^% LL W 4 a za Q Ft �N O 2 a r a Z a� o ® C=7 >- W w z o O 20- Z `' o 0 O ZZ m>-zort s� ZOJH w� 0 -j mw o O �o z z H �a a / J H p Fo cn yw 02 O u REVISIONS REV DATE COMMENT BY 1 4/14/14 AMENDMENT I DRH 2 5/15/14 PER COUNTY COMMENTS DRH 3 6/13/14 PER COUNTY COMMENTS DRH THE FOLLOWING STATES REQUIRE NOTIFICATION BY EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN THE STATE. (IN VIRGINIA, MARYLAND, AND DELAWARE 811) (WV 1 -800- 245- 4848) (PA 1 -800- 242 -1776) (VA 1-800-552-7001) (MID 1 -800- 257- 7777) (DE 1- 800 - 282 -8555) APPROVED FOR CONSTRUCTION PROJECT No.: V122001 DRAWN BY: JLP /CBC CHECKED BY: DRH DATE: 11/20/13 SCALE: 1"=120' CAD I.D.: 2V3 PROJECT: WATER PROTECTION PL MAN - PHASE E TI FOR STFI STREET S'TAT'ION LOCATION OF SITE NORTH OF 1 -64 BETWEEN 5TH STREET AND AVON STREET EXTENDED SCOTTSVILLE MAGISTERIAL ALBEMARLE COUNTY, VA 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540) 349 -4500 Fax: (540) 349 -0321 www. BohlerEngineering. com TH of V DANIEL R. HINES .Q Lic. 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SEE LINE TABLE ON SHEET 2A FOR PROPERTY LINE BEARINGS AND DISTANCES. 2. SEE SHEET 4A FOR DEMOLITION LEGEND. 11 -X-X- I I - I SILT FENCE (�� 314 TEMPORARY SEDIMENT BASIN I I s TS 3. SEE SEDIMENT TRAP AND BASIN DESIGN DETAILS AND COMPUTATIONS ON SHEET 7 AND 8. 1 1:3 051 - * S:�� 4. DISTURBANCE OUTSIDE THE LIMITS OF DISTURBANCE MAY REQUIRE ADDITIONAL MITIGATION AND BE REESTABLISHED WITH VEGETATION. PLEASE REFER TO THE BUFFER MITIGATION PLAN FOR F11 TH STREET STATION FOR SPECIFIC REQUIREMENTS AND DETAILS. I STORM DRAIN INLET PROTECTION (�) __(i) . ....... .... - 3.18 OUTLET PROTECTION (�) - � DUST CONTROL (�� DC TEMPORARY DIVERSION DIKE kh S RIP RAP (9 SUPER SILT FENCE -xx-xx-xx- * P, 0-- (�) ftO (�� @� ­ " I I I %� I 41 � 1 11 ml I m I m I , , - . _ m I . I I .11 , I � - - I ��������� --,- �_ 0- - A I A- � ­I I � an () , I I , I � , 11 � - I'(J DANIEL R. HINES )00 � I � ,.a Lic. 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GENERAL NOTE: IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THIS PROJECT WORK SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIVE TO THE SPECIFICATIONS OR APPLICABLE CODES, IT IS THE CONTRACTORS RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD IN WRITING PRIOR TO THE START OF CONSTRUCTION, FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUTE ACCEPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF THE WORKAS DEFINED BY THE DRAWINGS AND IN F LL CONFORIAANCE'WTH LOCAL REGULATIONS AND CODES. £ L r �ll # � _ \` NOTES h , v I 4 t ! f� � � - t m \ 1 ° , i , 1 , \ � t t , / 1 \ .� 3.. , 1 \ , kae G ! f t \ % Z : 1 F 1 \ e / \ i \ \ \ T 3 , t A 5 1 d t vT , v t > m, t�,a y v i 1 ��R v t ° `, , vv v, ,- ak �` , dr , I h I `\ \ \ °\ \ , ` °1J #\,' I i t it \° '\ \ , \ ` v \ `'v ° t ,- a I�, m a , #s t c� i t �'' °° , °v v r,i ,. £ i fi t v,A t ' , \°�\\ V °° A AS�t"'a,ga VV ° itl''r ° ° °v \ ° \ \ \ \'\ > C y � > IIIt \' ,\ t ' ,J y \'I 't I } - \ 7 54'' k °\ \ \\ , \ dgyr ,� t \ t t x. t at ` \\ \ \\ ` .m 9c. \t \, .'\ ° g u..�., , l t t \:'sa y! , 1 t i I 40 20 10 0 40 1 "= 40' e 1. SEE LINE TABLE ON SHEET 2A FOR PROPERTY LINE BEARINGS AND DISTANCES. 2. SEE SHEET 4A FOR DEMOLITION LEGEND. 3. SEE SEDIMENT TRAP AND BASIN DESIGN DETAILS AND COMPUTATIONS ON SHEET 7 AND 8. 4. DISTURBANCE OUTSIDE THE LIMITS OF DISTURBANCE MAY REQUIRE ADDITIONAL MITIGATION AND BE REESTABLISHED WITH VEGETATION. PLEASE REFER TO THE BUFFER MITIGATION PLAN FOR FIFTH STREET STATION FOR SPECIFIC REQUIREMENTS AND DETAILS. 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SEE SEDIMENT TRAP AND BASIN DESIGN DETAILS AND COMPUTATIONS ON SHEET 7 AND 8. 4. DISTURBANCE OUTSIDE THE LIMITS OF DISTURBANCE MAY REQUIRE ADDITIONAL MITIGATION AND BE REESTABLISHED WITH VEGETATION. PLEASE REFER TO THE BUFFER MITIGATION PLAN FOR FIFTH STREET STATION FOR SPECIFIC REQUIREMENTS AND DETAILS. I , 1 /I , , \ 11 , , " %lititl0i I , "g,"g, "m -,,,, "'Na ill"ll", " - 5011 "m i" li'm , ig Nil , I I i, ,,-, " "'t, "N � '_1 , ligg fIll rI ,� ""�;!",kll�'ll, I I _1 y, " , , ��g,r " 1, '11II'l _­�"lii I �,,W' � ,� ­­,""', I IN mm , OlIR��I , 1�111,,,: , � 11, , I 11 , U-1 �ail ��� I I� �", SHEET KEY " I 101� I 11 I ::'�,'1111'g "i 0 I I . 3w"y 1 , < 1. � --------- -- - i I, 0 I / .1 / ii.- 1 .1�,,� / , __ � I I / , I I I " I I , 1� . 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(IN VIRGINIA, MARYLAND, AND DELAWARE 81 1) (VVV 1-800-246-4848) (PA 1-800-242-1776) (VAI-800-552-7001)(MD 1-800-257-7777)(DE 1-800-282-8555) 'kh. A APPROVED FOR �. CONSTRUCTION ____­� O' PROJECT No.: V122001 DRAWN BY: JLP/CBC CHECKED BY: DRH DATE: 11/20/13 SCALE: 111=40' \,CAD I. D.: EA3 r' PROJECT: WATER PROTECTION ORDINANCE PLAN - PHASE I FOR 5TH STREET STATION I.00ATIO-NI OF SITE NORTH OF 1-64 BETWEEN 5TH STREET AND AVON STREET EXTENDED SCOTTSVILLE MAGISTERIAL ,%% ALBEMARLE COUNTY, VA .) W BOHLER ENGINEERING 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540) 349-4500 Fax: (540) 349-0321 \. www.BohlerEngineering.com ./ - 6AA&.i.rvl mm � ff___.--_��XlCe� 'C-3W CJ DANIEL R. HINES *P1 ,.a Lic. No. 043176 . A$5� " I 1 6/13/14 " I I , , , , , I � - ' � � � , - 1, I �'/ONAL _. I I I . r SHEET TITLE: - - ­N EROSION AND SEDIMENT � PHASE1A SHEET NUMBER: 5C t 1 111 I i / ,35 .n'`k t fi I! 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SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIVE - HE SPECIFICATIONS OR APPLICABLE CODES, IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD 11 IVRITING PRIOR TO THE START OF CONSTRUCTION. FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUTE �CEPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF THE WORK AS DEFINED BY THE DRAWINGS AND FULL CONFORMANCE INITH LOCAL REGULATIONS AND CODES. NOTES: 0 � , �1 \� uc/-U/ �N'j I � 0 1, I � & ', , , , , ­N, ",",�,:",,�,,­­,- ""' " ,j! " ­� ........... m " """, ", N , ­­ , mmiiiiinm ma" ;,,��s, , 'k i "mat"m i"s,­ " aimi �_� ,�,,­­,".�­-, ­ " _��1�1 ­111,11-- ,l�, ���-i�,�,i�7��"".��!���,,��,'���-,��-,,,�,,,,, J �, 1 , Rl-,� , ,��'c,m�,,.,- ;v��"­,S,geg t�,�', \'- , -, - , ,�Z" , , �, , ', , N�� tI , , , g, � , 40 20 10 0 40 1 �� I I I " 111=40' 1. SEE LINE TABLE ON SHEET 2A FOR PROPERTY LINE BEARINGS AND DISTANCES. 2. SEE SHEET 4A FOR DEMOLITION LEGEND. 3. SEE SEDIMENT TRAP AND BASIN DESIGN DETAILS AND COMPUTATIONS ON SHEET 7 AND 8. 4. DISTURBANCE OUTSIDE THE LIMITS OF DISTURBANCE MAY REQUIRE ADDITIONAL MITIGATION AND BE REESTABLISHED WITH VEGETATION. PLEASE REFER TO THE BUFFER MITIGATION PLAN FOR FIFTH STREET STATION FOR SPECIFIC REQUIREMENTS AND DETAILS. 11 , I " \ ......... . ...... . .... ­­ .................... -1- �- i I , . I ", I ; 1, I i . /, �\ , . ! , I i I C i SHEET KEY 11 � .. i I ! I "X' i I ; : Ill i i -1 ".-I "I '111111" ,� , , "s �, , . !�T ", IN', "" n� .. ,%Aq 11 I k" , i I 1',�� / . 01' , I � I , I 1 \ I , I I 1/1,11"" I - � I , I ��,, // � i'i , ill =11, t, 'I"/ I I I I 11 � , , , , I I r�c , """ I / , I I - !"'ztt ..................... 0,i, , I ..... I 2��\��; - , ,&,�,�",11 I r , I �__ 7-7: '11- - 11, 10 . / I I I . , i B 'i --;--71 1 11 T : ... ­1 , I � 'I'll . i : . I � i --- -:. -1:1:-: ---- -`- ,� I --- - - i 1�� 1, . � � , I . i - - , I i . , ; ! ; - : ; I . ii ! i I 1 J 1� 1_._11 I'll . I '1� __ __ ­� " m �� - 1�`,�', , " /1 "I � I , , , : ; H - I . I 1; : 1��', 1'� I - ....- ... ­...- ...... .. . _.� ... .1---l-1-1-1 - - � ­ 11 / . � I I / . I I . I . , r COMMENT BY m � o 4/14114 DRH 2 _j LL 2 DRH 3 6/13/14 PER COUNTY COMMENTS Ld lar -.,Mj � 11- 0 < � > - � 0 � z W'!� p g. z�� r, , ,� �0- �_, 6- 2 z :, -, �� Z 1 E�` � '.. - - �) I Ld 0 w :� OW 22 - ��q -, , - '�11: iwy no - F,- ,< 3: '-. �g " i:- F om � ,011_ F 44 0 . . ,o,.- -p � w �� 0 w ++++++ - p � k � t, - �L Lo, '� � ;T4 Z, e 2<i < � 5 �_ 0 2 I� . . w 0 + 0 ::) <<W :2 I,- - 0 1 - z 2 I-z § , .- � -.o-.' ffi >�'Zo �-) a� �. q = z :m� �Z� � 12--: --- �_., F I - 0� � " . ,O,� 07- cw) � Z� + * + + + 9 (3 0 . ct� 9 GO � 44 w �� �- m . . -. -� , , z 4 E- � ,_4 � -- -- . � W4 1_� ��- i�. �i �, ,,,, w &.1 tk �5 � ,�i "n. z 1�, 0 ;: 4 0 -. N X, -� �� ;�,- 5 ", 8 -, P4 t� �, 1,�, �4 ;�:4 E� W 0 � 0 ll, �� r_1 �D U 21 �. .80 ffi� Z 'P 7- t;� �j � � 0 u C) 'e, " g z r � 0. -.'. 0 1� P, 0 Z ,�� �9 = 1-1 .11, 0 0 �4 1-1 ,7' 1-1 �_ t- � M 0 �� z . � 2" cj �4 K . N% F: .0 01 'I REVISIONS COMMENT BY 1 4/14114 DRH 2 5/15/14 . PER COUNTY COMMENTS DRH 3 6/13/14 PER COUNTY COMMENTS DRH - - I I I _00F THE FOLLOWING STATES REQUIRE NOTIFICATION BY EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN THE STATE. (IN VIRGINIA, MARYLAND, AND DELAWARE 81 1) (WV 1-800-245-484B) (PAN 1-800-242-1776) (VA 1-800-552-7001) (MID 1-800-257-7777) (DE 1-800-282-8555) 14. _11� r APPROVED FOR �, O' PROJECT No.: V122001 1 DRAWN BY: JLPICBC CHECKED BY: DRH DATE: 11/20/13 SCALE: 111=40' v CAD I.D.: ,,� r PROJECT: WATER 1 PROTECTION ORDINANCE PLAN - PHASE I FOR 5TH STREET STATION LOCATION OF SITE NORTH OF 1-64 BETWEEN 5TH STREET AND AVON STREET EXTENDED SCOTTSVILLE MAGISTERIAL k, ALBEMARLE COUNTY, VA ) 01 � X BOHLER E N G I N E E R I N G 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540) 349-4500 Fax: (540) 349-0321 %N. www.BohierEngineering.com ./ rv� , � I _7 ! I DANIEL R. HINES )PP .0 Lie. 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(IN VIRGINIA, MARYLAND, AND DELAWARE 81 1) (WV 1 -800- 245- 4848) (PA 1 -800- 242 -1776) (VA 1-800-552-7001) (MID 1 -800- 257- 7777) (DE 1 -800- 282 -8555) -� �� y TAO" TITLE KEY ; Y1MBOL APPROVED FOR •,., -- CONSTRUCTION 1,11 ''' ,/ I t tt t 1 y i / f1 ; / / ////' /!' ' / \ X11 it�� l J/ 3.02 CONSTRUCTION ENTRANCE CE CE PROJECT No.: V122001 / I '"yx� t i / ' ' ' i �/. J �',' ;', ,rrr ' , , j '� Jam, �, DRAWN BY: JL CBC ! t j& \ f i I / �!i '�, �, / 'rrr / y P/ t t i t 1 / . , r''r ' , '' '' ' ., r /� r ' R. -- i y - / J' 7 , �,'/ , j ;/ r ' 'r'; ,, r -r, '% '' / f r'r " l� v \v DATE: 11/20/13 11 - / r,/;J + CHECKED BY: DRH ,' fa i t t t ,-'"- t �/ .,r /} , , ,'/ / /,',/' , 'r , ,, , ! r -'r ''r' r ,' - / // ,i' ,,•- yai ,,.. ` .,..,< t 1 'tt !"' 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' ' /.- .�(h &'1 % ,,, I! \. »"- -- ------------- "' -$ -VU C` - - - -_- h/ - r ~•._'"~ _---- '"-- --�`'�- „,,,,`"'•�-. ________,.._ -__'. __ .. , / 1 W''•....° '"________ 8'', DC / �.^^- .°,/^•r-'._. . ; aJ- '- °> / 1 t -- -_____ __ _______ /t� /p � -IIY_ •�4,YJ[_j8! -' " "- -e•-° ___________ -�.°°~ `° µl - -_ - ______ __ __ --- ,, i ," `� _..____ (�) *1 I / / / // / i i- Iy - -- l — - 1(72' - - -` _... -.--- - _::- �_ _ -- - - - -- _ �- _ _ - -- - _ _ - » a �' ` - -_____ _______ ___ __ - i - /' - -'4114 /' i i I, ZZ I - -- ` - __ ___ ________ _____ -• - ________.._______________- - - -y'- %�} / -- __ - `__ '- I” .r(~�. ---- -- :,- -�- -- -- -- -_-z ^�`.'"'•' ..�` ." • —_.__ ` - -- - - --• �...� ..�-._ _......m�...__ 11 sAF % _- ,- _ ____ __ - - -- _ - _ - _ °_ �' _ - x- - ��z ----------------- - r - -- -_` - — •_ -._ - - - - -_ _ __________ ___ ________4Q r _ �_ / ° _____ -, - Q.________ _ ___ ____ ___ ___ __ ____ __ ___ _ _ _ _ _ __ z -_ _______--- - - - -_° _- dt4° _ _ - _ _ -__ -_ -__ _ __ : - _ _ -_` ------ _______ ______ ______ - SAFETY FENCE — - - -- ' Y'°1 II 0 =-�.: - SAF ^- ..r< -- -S 89 25'30 V1C. - -- 348 13 _ cv�_________ ___________________________ ____________ _ _ __ ___- _ _ - ___ ___________ __ _______ »___ ________._____- _ - "" • 430 - _________ _---- __________ - - _ - __ - - -- - - - _ -- - 2 - --- - - - - -- - — _ 2 GENERAL NOTE: IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THIS PROJECT IORK SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIVE TI THE SPECIFICATIONS OR APPLICABLE CODES, IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD IN WRITING PRIOR TO THE START OF CONSTRUCTION. FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUTE ,CCEPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF THE WORK AS DEFINED BY THE DRAWINGS AND II FULL CONFORMANCE WITH LOCAL REGULATIONS AND CODES. 1. SEE LINE TABLE ON SHEET 2A FOR PROPERTY LINE BEARINGS AND DISTANCES. 2. SEE SHEET 4A FOR DEMOLITION LEGEND. 3. SEE SEDIMENT TRAP AND BASIN DESIGN DETAILS AND COMPUTATIONS ON SHEET 7 AND 8. 4. DISTURBANCE OUTSIDE THE LIMITS OF DISTURBANCE MAY REQUIRE ADDITIONAL MITIGATION AND BE REESTABLISHED WITH VEGETATION, PLEASE REFER TO THE BUFFER MITIGATION PLAN FOR FIFTH STREET STATION FOR SPECIFIC REQUIREMENTS AND DETAILS. 5. AS EXCAVATION OCCURS AROUND THIS AREA, CONTRACTOR SHALL MAINTAIN A 2' HIGH BERM /DIVERSION DIKE ALONG THE TOP OF SLOPE TO KEEP RUNOFF FROM DRAINING TOWARD THE STREAM. THE VEGETATION AND DEBRIS ON THE SLOPE SHALL BE REMOVED AS EXCAVATION STEPS DOWN IN THIS AREA. 6. AS THE AREA ADJACENT TO THE SLOPE IS EXCAVATED THIS VARIABLE SEDIMENT COLLECTION AREA WILL BECOME THE LOW POINT DURING CONSTRUCTION. THE CONTRACTOR SHALL WORK WITH THE ALBEMARLE COUNTY SITE INSPECTOR TO MANAGE AND S FILTER THE RUNOFF COLLECTED iN THIS AREA. OPTIONS TO H ANDLE THAT RUNOFF INCLUDE (BUT ARE NOT LIMITED TO): PUMPING TO SEDIMENT BASIN #2, PUMPING TO SEDIMENT BAGS, OR CO N TROLLE D RE LE ASED O F R UNO FF TO MU D TRAP #2. IT SHOULD BE NOTED THAT THIS SEDIMENT COLLECTION AREA WILL CONTINUE TO BE EXCAVATED AS THE SURROUNDING AREA IS ALSO EXCAVATED. 40 20 10 0 40 SUPER SILT FENCE SSF XX —XX XX- 1 "= 40' --- ----------- - ------------- - - - - - -- I C. SHEET KEY b Q1 - -- - m �; ,1 �� " I�� \ _ I ._ ��� a / qI� I, ..._..... - -- \ ' \ .._.I t# a a3 to I �t S". "ty .€a , - .� -� PROJECT. WATER PROTECTION PLAN - PHASE I FOR 5TH STREET STATION LOCATION OF SITE iE NORTH OF 1 -64 BETWEEN 5TH STREET AND AVON STREET EXTENDED SCOTTSVILLE MAGISTERIAL ALBEMARLE COUNTY, VA I• E N G I N E E R I N G X BOHLER 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540) 349 -4500 Fax: (540) 349 -0321 www.BohlerEngineering.com of ill V DANIEL R. HINES P .p Lic. No. 043176 � ,.® ,� 6/13/14 ♦, �SS�oNAL'E SHEET TITLE: —, EROSION AND SEDIMENT PHASE 1A SHEET NUMBER: 5ki i / I i I i I k i � I ; I 11 ; ; I ; I I I I I I I I �, ; I ; 1\ I � I I I . I I . I I . . C1711 T-11 21)-�, 1 1 1 1 I - I _P,JR� 50 0 _I I / � , I \ i .. / I Z, 0NED 11 W Ic 11 7'y T-311, 2]Z?, P/A & 90 \�, \\ =-N . 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I "I -_ / ) \ X -,�­ '�c :�& 11%�%ft-� A,11,11,131 Pv [MATCHLINE - SHEET 6 / , ,-;�, 't I It I \ , 'no ��,O.,n 1--ft I / / � , " � _� 1- I A .� 0 1 1, I � , / . - - ----------- I-v / , I g / , ) ,, , - ,,,,, I, �7 .. , Y� , 0, , o�L ____�_,___ �� _� ­_____�_. P/",-,- - ,,�� �� I " " ) , D � ;�� 1:� . ic i co k4) _r- __J_�. lap' �� "I 7, _�, . VIRGINIA UNIFORM CODING SYSTEM FOR EROSION AND SEDIMENT CONTROL PRACTICES GENERAL NOTE: S THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THIS PROJE �K SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIV __ SPECIFICATIONS OR APPLICABLE CODES, IT IS THE CONTRACTORZ RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORI ZITING PRIOR TO THE START OF CONSTRUCTION. FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITU EPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF THE WORK AS DEFINED BY THE DRAWINGS At FULL CC]NFORMANCE WITH LOCAL REGULATIONS AND CODES. �'i,, p,x Ev " I --- - __ "' __ 'rm,,,,� ,g `114� , ", � "I - ____ - - -II " ;,gw, +�A��,,,, 0 "I" , ??, I - - � "I'll", -,�-- I I 1,,. � 1, �q - -_7 -7- -:7 ':�-7- -��_:�-::: - "., �'.'.'T'11� _7 _ I F, 1� ��� _� , ", 110111R�tki� _v__111- -V _� 7i:_� � _:: _: _:�_ - _ _:�7; _� mv , , _ _:: _ ,,,-,,,, _ �, 1i , '."',"­ '_ ....... 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I I �� I I I !! . !I 1 "= 40' TYFLE � KE Y� I SYMB L_ i- � TEMPORARYSTONE ROCKCHECKDAMS .-W __q� --,- CONSTRUCTION ENTRANCE 9 CE TEMPORARY SEDIMENT TRAP @ 9 � � NnT-R'z-;, 1. SEE LINE TABLE ON SHEET 2A FOR PROPERTY LINE BEARINGS AND DISTANCES. � I SILT FENCE , -X-X- 3.14 TEMPORARY SEDIMENT BASIN I i (�) * I I (�) __(�)_ 2. SEE SHEET 4A FOR DEMOLITION LEGEND. _,�,_�� 3. SEE SEDIMENT TRAP AND BASIN DESIGN DETAILS AND COMPUTATIONS ON SHEET 7 AND 8. 4. DISTURBANCE OUTSIDE THE LIMITS OF DISTURBANCE MAY REQUIRE ADDITIONAL MITIGATION AND BE REESTABLISHED WITH VEGETATION. PLEASE REFER TO THE BUFFER MITIGATION PLAN STORM DRAIN INLET PROTECTION (�) __1)__ 3.18 OUTLET PROTECTION I (�) & W_ - DUST CONTROL (�) _`­_@)_ FOR FIFTH STREET STATION FOR SPECIFIC REQUIREMENTS AND DETAILS. TEMPORARY DIVERSION DIKE 0 lb I RIP RAP OSAF SUPER SILT FENCE -xx-xx-xx- * -+ PV - - (:�) ift- (�� (�� ___ _____ - __ - - I , , ; - 11 I � 0 1 � . .11 1; 0 IM ), � - �. . I - ( I I �� - - . 10-m- �� --- - __ __ - -,- 0- �- - I X BOHLER 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540) 349-4500 Fax: (540) 349-0321 1% ww BohlerEngineering.com ��AA- 0- -I 11 I'll I - I 11 I I V� 1�� 11 I � , 1; I , � I 11 DANIEL R. HINES TP ,,.a Lic. No. 043176 � I I � , , I , " 6/13/14 11 � I � , 1, 0 � � 11 I � , '' NAL - k. - 01 SHEET TITLE: _� EROSION AND SEDIMENT PHASEIB SHEET NUMBER: 6A �_ , COMMENT BY 1 4/14/14 DRH . 2 5/15/14 PER COUNTY COMMENTS DRH 3 6/13/14 I PER COUNTY COMMENTS DRH L_ � -1 GENERAL NOTE: S THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THIS PROJE �K SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIV __ SPECIFICATIONS OR APPLICABLE CODES, IT IS THE CONTRACTORZ RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORI ZITING PRIOR TO THE START OF CONSTRUCTION. 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I I �� I I I !! . !I 1 "= 40' TYFLE � KE Y� I SYMB L_ i- � TEMPORARYSTONE ROCKCHECKDAMS .-W __q� --,- CONSTRUCTION ENTRANCE 9 CE TEMPORARY SEDIMENT TRAP @ 9 � � NnT-R'z-;, 1. SEE LINE TABLE ON SHEET 2A FOR PROPERTY LINE BEARINGS AND DISTANCES. � I SILT FENCE , -X-X- 3.14 TEMPORARY SEDIMENT BASIN I i (�) * I I (�) __(�)_ 2. SEE SHEET 4A FOR DEMOLITION LEGEND. _,�,_�� 3. SEE SEDIMENT TRAP AND BASIN DESIGN DETAILS AND COMPUTATIONS ON SHEET 7 AND 8. 4. DISTURBANCE OUTSIDE THE LIMITS OF DISTURBANCE MAY REQUIRE ADDITIONAL MITIGATION AND BE REESTABLISHED WITH VEGETATION. PLEASE REFER TO THE BUFFER MITIGATION PLAN STORM DRAIN INLET PROTECTION (�) __1)__ 3.18 OUTLET PROTECTION I (�) & W_ - DUST CONTROL (�) _`­_@)_ FOR FIFTH STREET STATION FOR SPECIFIC REQUIREMENTS AND DETAILS. TEMPORARY DIVERSION DIKE 0 lb I RIP RAP OSAF SUPER SILT FENCE -xx-xx-xx- * -+ PV - - (:�) ift- (�� (�� ___ _____ - __ - - I , , ; - 11 I � 0 1 � . .11 1; 0 IM ), � - �. . I - ( I I �� - - . 10-m- �� --- - __ __ - -,- 0- �- - I X BOHLER 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540) 349-4500 Fax: (540) 349-0321 1% ww BohlerEngineering.com ��AA- 0- -I 11 I'll I - I 11 I I V� 1�� 11 I � , 1; I , � I 11 DANIEL R. HINES TP ,,.a Lic. No. 043176 � I I � , , I , " 6/13/14 11 � I � , 1, 0 � � 11 I � , '' NAL - k. - 01 SHEET TITLE: _� EROSION AND SEDIMENT PHASEIB SHEET NUMBER: 6A �_ , ^ 111, a 4 t y b \ a ti \ \\ sal :`' ?� \ `\ DENSE WORDS O,~ to rya a)aa1� ax x \' t 1 `\ a. a,� .a s �"\'fs �'k as `. t \ � 1 P e a1 F 3 \ z a R n, °^ \ a \ 3 ti `' ._...w�,... ° ^\` °y �.^ ^ a,.�,� an n � b? iya sn aa\ ° \ ^,, 1\ `� �t �\�\ �x ° \ ~� ° ,�` L '%`� n / I /• I I x �, ,r I I j l ,,'' I ,1 I' ae � ::, i f J t J 11, ! ,a. f 1 I'll j ! t , 1 1 I l /I ; ?� e' r I 1 ; , ! I rk '5. i 1 I I /I/,' `R'*' 1 1 1 j l 1 / w �°/ ! ! , I 1 / i f1 1.( I r l I l I i ; ,/ , Ey� Y ,! l Ii 1 7 I I // . < Ay s f 1! i 1 i t ! 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D.: EB3_j PROJECT: WATER ----,,I PROTECTION ORDINANCE PLAN - PHASE I FOR 5TH STREET STATION LOCATION OF SITE NORTH OF 1-64 BETWEEN 5TH STREET AND AVON STREET EXTENDED SCOTTSVILLE MAGISTERIAL "', ALBEMARLE COUNTY, VA -) X BOHLER 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540) 349-4500 Fax: (540) 349-0321 `hf... www.BohlerEngineering.com _/ - ---- - I I - I rN vp � . . ' DANIEL R. HINES );p r .0 Lic. No. 043176 1 4�11 1 6/13/14 1 1 1 ift I " I i ' � 1 4910 � � I NAIL __ ,�--l""I'll""I'll'.1'll""I'll'I I'll I__— r' SHEET TITLE: q EROSION AND SEDIMENT PHIASE 113 SHEET NUMBER: 6C I 0 - LL_ 2 � " '- §pL , " * z 6 �� Z B�; 2 & I- Z) -i , r1.) � : :_ U) Of - I, Q --, �� 5 5 5 LLJ � �ii 7 0 � I 0 � . 10 �_ (O LL a- �� �4 �� V .. 1 **+*++ "a , L Lu �' pl� L L_ � � 0 e 0 0 2 2 < �E , (T9__ - >_ . 0 + Q 0 0 Q� Ill �'Zz . v L Z) m z < z 11 u , 0 _L LIJ 0 U) < cl� () C) � ***+* : U) C . , 41, - -1,I & w " " If, " �4 11 0_� ' � '_� I-, .1 ��' �� < X� � �' &_ � ;9 . I I REVISlONS R =-V DATE COMMENT BY 1 4/14/14 DRH - 2 5/15/14 PER COUNTY DRH I COMMEN I S 3 6/13/14 PER COUNTY DRH COMMENTS I- �' I I j THE FOLLOWING STATES REQUIRE NOTIFICATION BY EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE 114 THE STATE. (IN VIRGINIA, MARYLAND, AND DELAWARE 81 1) (WV 1-800-245-4848) (PA 1-800-242-1776) (VA 1-800-552-7001) (MID 1-800-257-7777) (DE 1-800-282-8555) 11% j APPROVED FOR k. __ .d I" PROJECT No.: V1220071"" DRAWN BY: JLP/CBC CHECKED BY: DRH DATE: 11/20/13 SCALE: ll.=40' %% CAD I. D.: EB3_j PROJECT: WATER ----,,I PROTECTION ORDINANCE PLAN - PHASE I FOR 5TH STREET STATION LOCATION OF SITE NORTH OF 1-64 BETWEEN 5TH STREET AND AVON STREET EXTENDED SCOTTSVILLE MAGISTERIAL "', ALBEMARLE COUNTY, VA -) X BOHLER 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540) 349-4500 Fax: (540) 349-0321 `hf... www.BohlerEngineering.com _/ - ---- - I I - I rN vp � . . ' DANIEL R. HINES );p r .0 Lic. No. 043176 1 4�11 1 6/13/14 1 1 1 ift I " I i ' � 1 4910 � � I NAIL __ ,�--l""I'll""I'll'.1'll""I'll'I I'll I__— r' SHEET TITLE: q EROSION AND SEDIMENT PHIASE 113 SHEET NUMBER: 6C THE FOLLOWING STATES REQUIRE NOTIFICATION BY EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE 114 THE STATE. (IN VIRGINIA, MARYLAND, AND DELAWARE 81 1) (WV 1-800-245-4848) (PA 1-800-242-1776) (VA 1-800-552-7001) (MID 1-800-257-7777) (DE 1-800-282-8555) 11% j APPROVED FOR k. __ .d I" PROJECT No.: V1220071"" DRAWN BY: JLP/CBC CHECKED BY: DRH DATE: 11/20/13 SCALE: ll.=40' %% CAD I. D.: EB3_j PROJECT: WATER ----,,I PROTECTION ORDINANCE PLAN - PHASE I FOR 5TH STREET STATION LOCATION OF SITE NORTH OF 1-64 BETWEEN 5TH STREET AND AVON STREET EXTENDED SCOTTSVILLE MAGISTERIAL "', ALBEMARLE COUNTY, VA -) X BOHLER 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540) 349-4500 Fax: (540) 349-0321 `hf... www.BohlerEngineering.com _/ - ---- - I I - I rN vp � . . 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PLEASE REFER TO THE BUFFER MITIGATION PLAN FOR FIFTH STREET STATION FOR SPECIFIC REQUIREMENTS AND DETAILS. / , /, \ - . . .. .... .. . .......... . . -- -- -11 , ! I I I �- I , 11, 11 C I SHEET KEY / 11 i 1/1 Q/ I / - i �, I � , ,��RWM,"!)�,W",. 11 1.4 .. -.111111 ...... 1'�, 11�,P� % /I ,� ,� ,� '', -4 t , -'� j,,�q, , E ... 111111 "', a - "', P91,10 ; , � 10" "" I I / I / I" I INIM"", �,, � , 1, I �� ,111'�'/, --- !"'E"11", � I -� ,,, "I 'I', / , :1� . � "', ,,I 1, �1�1 1, I I I-I � ,9 I ,� I I-- 1�"`, "I � ; f.i --- 7 -.,: �'-, 7 ,/ !-- - -. f - ..... . I I B I I a - . / I � ; I .. L. .. .. - I I . / ::: I I I -- - ! ,"/ 1, . 1, I i I - 1. I "I I I . 1� . i - I .1-/ i I %- � I i . - , 1� I � 1-1. -I ....... .... 11 -- ""' -"" " "I �, , I 11 11 , : i H - I" I,' "I . - / ... -- -1-1 --- - ... . ....... . � ... I ... - - . ......... . . ...... I ....... 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PER COUNTY COMMENTS DRH 3 6/13/14 PER COUNTY COMMENTS DRH I � , . i EXC=FOLLOWING STATES REQUIRE NOTIFICATION BY TORS, DES IGNERS, OR ANY PERSON PREPARING TO � DISTURB THE EARTH'S SURFACE ANYWHERE IN THE STATE. L IIN VIRGINIA, 11ARYLAND, AND DELAWARE 11 1 1 (WV 1-800-245-4848) (PA 1-800-242-1776) (VA 1-800-552-7001)(MD 1-800-257-7777)(DE 1-800-282-8555) - - APPROVED FOR CONSTRUCTION r'PROJECT No.: V122001" DRAWN BY: JLP/CBC CHECKED BY: DRH DATE: 11/20/13 SC : =4 CAD I. D.: EB3 r- PROJECT: WATER I PROTECTION ORDINANCE PLAN - PHASE I ' FOR 5TH STREET STATION LOCATION OF SITE NORTH OF 1-64 BETWEEN 5TH STREET AND AVON STREET EXTENDED SCOTTSVILLE MAGISTERIAL ALBEMARLE COUNTY, VA %. .IP I I. I - -L-in - 4-- .1 I I ,'0 DANIEL R. HIN � .0 Lic. No. 043176 1 1 � , I I , 6/13/14 1 , , � I , , i ' I � I NAL , I I � 04" � SHEET TITLE: . EROSION AND SEDIMENT I . PHASE 113 SHEET NUMBER: 6E r,•^'° ' -„�'' , '' „ �,.. ,, - � -' . ,. / ,. r, -- , 5 1 I , .L 390 I \ , .:a., ...r \ J/ „�2. 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'. - I\ \ - _ --------------- ��4- = - - _]��;:;-__ - -!'� -_ --- �___ 1 ::: ,�:-_"(` - -----_-_- I" 1, \ - - - - ___ ­1 - - - - - - - - � --li, _____ ___ _I4--, It �' / 11 ____ � ----- _____ _----:_ ::---- (�� I 11 ______' --- - ��: - , " __ ____::�: - - - - ---------- _�_ -q ----___-�� ­_ ---------- 428 =y 7-1 _ I, ,_1 --------- � ------------------------- /_� _ / . _ - - - . I_ ii __ .NOTES: 40 20 10 0 40 SUPER SILT FENCE -xx-xx-xx- 1. SEE LINE TABLE ON SHEET 2A FOR PROPERTY LINE BEARINGS AND DISTANCES. i IIIIIIIIIIIIIIIIIIIi I * 2. SEE SHEET 4A FOR DEMOLITION LEGEND. � - . 3. SEE SEDIMENT TRAP AND BASIN DESIGN DETAILS AND COMPUTATIONS ON SHEET 7 AND 8. 111=40' 4. DISTURBANCE OUTSIDE THE LIMITS OF DISTURBANCE MAY REQUIRE ADDITIONAL MITIGATION AND BE REESTABLISHED WITH VEGETATION. PLEASE REFER TO THE BUFFER MITIGATION PLAN I FOR FIFTH STREET STATION FOR SPECIFIC REQUIREMENTS AND DETAILS. . 5. AS EXCAVATION OCCURS AROUND THIS AREA, CONTRACTOR SHALL MAINTAIN A 2, HIGH BERWIDIVERSION DIKE ALONG THE TOP OF SLOPE TO KEEP RUNOFF FROM DRAINING TOWARD THE STREAM. THE VEGETATION AND DEBRIS ON THE SLOPE SHALL BE REMOVED AS . . . I EXCAVATION STEPS DOWN IN THIS AREA, 6. AS THE AREA ADJACENT TO THE SLOPE IS EXCAVATED THIS VARIABLE SEDIMENT COLLECTION AREA WILL BECOME THE LOW POINT DURING CONSTRUCTION. THE I CONTRACTOR SHALL WORK WITH THE ALBEMARLE COUNTY SITE INSPECTOR TO MANAGE AND FILTER THE RUNOFF COLLECTED IN THIS AREA. OPTIONS TO HANDLE THAT RUNOFF INCLUDE r, GENERAL NOTE: 1 IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THIS PROJECT (BUT ARE NOT LIMITED TO): PUMPING TO SEDIMENT BASIN #2, PUMPING TO SEDIMENT BAGS, WORK SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIVE TO OR CONTROLLED RELEASED OF RUNOFF TO MUD TRAP #2. IT SHOULD BE NOTED THAT THIS THE SPECIFICATIONS OR APPLICABLE CODES, IT IS THE CONTRACTORS RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD IN WRITING PRIOR TO THE START OF CONSTRUCTION. FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUTE SEDIMENT COLLECTION AREA WILL CONTINUE TO BE EXCAVATED AS THE SURROUNDING AREA ACCEPTANCE OF FULL RESPONSIBILITY BY THE CONTRA TOR TO COMPLETE THE SCOPE OF THE WORK AS DEFINED BY THE DRAWINGS AND IN L 11 ll I 1-1-11HI. ­11. I -Al ­11 11 A­­ ­� ­11- , IS ALSO- EXCAVATED. r"PROJECT: WATER PROTECTION ORDINANCE PLAN - PHASE I 1 FOR 5TH STREET STATION I.00ATION OF SITE NORTH OF 1-64 BETWEEN 5TH STREET AND AVON STREET EXTENDED SCOTTSVILLE MAGISTERIAL ALBEMARLE COUNTY, VA \. j I - - -9 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540) 349-4500 Fax: (540) 349-0321 k, www.BohlerEngineering.com .) ­- 0- 1w ­I 11 1, AV I I ,p%s. I a I A . I'll, I � I I I 11 . I I , � , I 11 DANIEL R. HINES P, I l I ;, I .0 Lic. No. 043176 4r, . , . I" ;P1 6/13/14 "A ' I %�b!W- 11 " � '' A r' SHEET TITLE: EROSION AND SEDIMENT � PHASEIB SHEET NUMBER: 6 G SEDIMENT BASIN DESIGN DATA SHEET WITHOUT AN EMERGENCY SPILLWAY PROJECT 5TH STREET STATION - WPO PHASE 1 PLAN LOCATION NORTHEAST AREA OF SITE (PHASE 1A DRAINAGE AREA AND GRADES) BASIN # 1.000000 DRAINAGE AREA : 8.90 ACRES BASIN VOLUME DESIGN WET STORAGE 1MINIMUM REQUIRED VOLUME = 67 CU. YDS. x TOTAL DRAINAGE AREA (ACRES) 67 CY x 8.90 ACRES = 596.30 CY 2AVAILABLE BASIN VOLUME= 596.30 CY AT ELEVATION 394.30 (FROM STORAGE - ELEVATION CURVE) 3EXCAVATE 596.30 CY TO OBTAIN REQUIRED VOLUME * ELEVATION CORRESPONDING TO REQUIRED VOLUME = INVERT OF THE DEWATERING ORIFICE. 4AVAILABLE VOLUME BEFORE CLEANOUT REQUIRED 33 CY x 8.90 ACRES = 293.70 CY 5ELEVATION CORRESPONDING TO CLEANOUT LEVEL = 392.30 (FROM STORAGE - ELEVATION CURVE) 6DISTANCE FROM INVERT OF THE DEWATERING ORIFICE TO CLEANOUT LEVEL = 2.0 FT (MIN. = 1.0 FT) DRY STORAGE 7MINIMUM REQUIRED VOLUME = 67 CY x TOTAL DRAINAGE AREA (ACRES) 67 CY x 8.90 ACRES = 596.30 CY 8TOTAL AVAILABLE BASIN VOLUME AT CREST OF RISER = 1,192.60 CY AT ELEVATION 396.53 (FROM STORAGE - ELEVATION CURVE) 9DIAMETER OF DEWATERING ORIFICE - 4 IN. 10DIAMETER OF FLEXIBLE TUBING = 6 IN. (DIAMETER OF DEWATERING ORIFICE PLUS 2 INCHES). PRELIMINARY DESIGN ELEVATIONS 11CREST OF RISER = 396.53 TOP OF DAM = 400.00 DESIGN HIGH WATER = 397.73 UPSTREAM TOE OF DAM = 390.00 BASIN SHAPE 12 LENGTH OF FLOW (L) _ 0.26 EFFECTIVE WIDTH (We) - IF > 2, BAFFLES ARE NOT REQUIRED IF < 2, BAFFLES ARE REQUIRED [ X ] 13Q 2 = 22.70 CFS (FROM CHAPTER 5) (0.60 X 4.25 X 8.90) 14Q 25 = 41.39 CFS (FROM CHAPTER 5) (0.60 X 7.75 X 8.90) PRINCIPAL SPILLWAY DESIGN 15WITHOUT EMERGENCY SPILLWAY, REQUIRED SPILLWAY CAPACITY Qp = Q25 = 41.39 CFS (RISER AND BARREL) 16WITH EMERGENCY SPILLWAY: ASSUMED AVAILABLE HEAD (h) _ h = CREST OF EMERGENCY SPILLWAY ELEVATION - CREST OF RISER ELEVATION WITHOUT EMERGENCY SPILLWAY: ASSUMED AVAILABLE HEAD (h) = 1.0 FT (USING Q 25) h = DESIGN HIGH WATER ELEVATION - CREST OF RISER ELEVATION 17RISER DIAMETER (Dr) = 42 IN. ... ACTUAL HEAD (h) 1.2 FT (FROM PLATE 3.14 -8) NOTE: AVOID ORIFICE FLOW CONDITIONS RISER CALCULATED USING THE TOTAL FLOW - 41.39 CFS 18BARREL LENGTH (1) = 90.00 FT HEAD (H) ON BARREL THROUGH EMBANKMENT = 16.0 FT (FROM PLATE 3.14 -7) 19BARREL DIAMETER = 24 IN. - CORRUGATED METAL PIPE (CMP) (FROM PLATE 3.14 -B [CONCRETE PIPE] OR PLATE 3.14 -A [CORRUGATED PIPE]) 20TRASH RACK ANTI - VORTEX DEVICE AREA DIAMETER = 60 IN. ACC. VOL. HEIGHT = 19 IN. (SF) (FROM TABLE 3.14 -D) (CY) EMERGENCY SPILLWAY DESIGN (N /A) 1,840 21REQUIRED SPILLWAY CAPACITY Qe = Q25 - Qp = N/A 22BOTTOM WIDTH (b) = N/A .:3, 515 '. EXIT CHANNEL SLOPE (S) = N/A 198 EXIT CHANNEL MINIMUM LENGTH (x) = N/A 5,460 (FROM TABLE 3.14 -C) 531 ANTI -SEEP COLLAR DESIGN (IN USE) ::7,670.; 23DEPTH OF WATER AT PRINCIPAL SPILLWAY CREST (Y) = 6.53 FT SLOPE OF UPSTREAM FACE OF EMBANKMENT (Z) = 3.00 FT SLOPE OF PRINCIPAL SPILLWAY BARREL (Sb) = 0.0889 FT /FT LENGTH OF BARREL IN SATURATED ZONED (Ls) = 71 FT 24NUMBER OF COLLARS REQUIRED = 3 2, 524 DIMENSIONS = 4.80 x 4.80 (MIN. = 1.0 FT) (FROM PLATE 3.14 -12) 4,617 FINAL DESIGN ELEVATIONS 25TOP OF DAM = 400.00 DESIGN HIGH WATER = 397.73 EMERGENCY SPILLWAY CREST = N/A PRINCIPAL SPILLWAY CREST = 396.53 DEWATERING ORIFICE INVERT = 394.30 CLEANOUT ELEVATION = 392.30 ELEVATION OF UPSTREAM TOE OF DAM = 390.00 (EXCAVATED BOTTOM OF "WET STORAGE AREA" IF EXCAVATION WAS PERFORMED) ELEV. AREA ACC. VOL. ACC. VOL. BASIN VOLUME DESIGN (SF) (CF) (CY) 390.00 1,840 0 0 77392.00 .:3, 515 '. 5, 355 198 394.00 5,460 , 14,330 531 396 00, ::7,670.; 27,460 .. 1,017_' 398.00 - 10,120 45,250 1,676 400:00 ; = : 12, 785 .68,15,5 - 2, 524 (MIN. = 1.0 FT) (MIN. = 1.0 FT) (FROM PLATE 3.14 -12) 4,617 FINAL DESIGN ELEVATIONS 25TOP OF DAM = 418.00 GENERAL NOTE: IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THIS PROJECT NCRK SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIVE TC THE SPECIFICATIONS OR APPLICABLE CODES, IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD IN WRITING PRIOR TO THE START OF CONSTRUCTION. FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUTE 4CCEPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF THE WORK AS DEFINED BY THE DRAWINGS AND IN FULL CONFORMANCE WITH LOCAL REGULATIONS AND CODES, SEDIMENT BASIN DESIGN ' SIGN DARPA SIJ I I ET WITHOUT AN EMERGENCY SPILLWAY PROJECT 5TH STREET STATION - WPO PHASE 1 PLAN LOCATION EAST AREA OF SITE (PHASE 1B DRAINAGE AREA AND GRADES) SEDIMENT BASIN DESIGN I SIGN DA I A SHEET WITHOUT AN EMERGENCY SPILLWAY PROJECT : 5TH STREET STATION - WPO PHASE 1 PLAN LOCATION : WESTERN AREA OF SITE (PHASE 113 DRAINAGE AREA AND GRADES) BASIN # : 2.000000 BASIN # 3.000000 DRAINAGE AREA : 10.70 ACRES DRAINAGE AREA 16.40 ACRES BASIN VOLUME DESIGN BASIN VOLUME DESIGN WET STORAGE WET STORAGE 1MINIMUM REQUIRED VOLUME = 67 CU. YDS. x TOTAL DRAINAGE AREA (ACRES) 1MINIMUM REQUIRED VOLUME = 67 CU. YDS. x TOTAL DRAINAGE AREA (ACRES) 67 CY x 10.70 ACRES = 716.90 CY 67 CY x 16.40 ACRES = 1,098.80 CY 2AVAILABLE BASIN VOLUME = 716.90 CY AT ELEVATION 412.30 2AVAILABLE BASIN VOLUME = 1,098.80 CY AT ELEVATION 393.60 (FROM STORAGE - ELEVATION CURVE) (FROM STORAGE - ELEVATION CURVE) 3EXCAVATE 716.90 CY TO OBTAIN REQUIRED VOLUME * 3EXCAVATE 1,098.80 CY TO OBTAIN REQUIRED VOLUME * ELEVATION CORRESPONDING TO REQUIRED VOLUME * ELEVATION CORRESPONDING TO REQUIRED VOLUME = INVERT OF THE DEWATERING ORIFICE. = INVERT OF THE DEWATERING ORIFICE. 4AVAILABLE VOLUME BEFORE CLEANOUT REQUIRED 4AVAILABLE VOLUME BEFORE CLEANOUT REQUIRED 33 CY x 10.70 ACRES = 353.10 CY 33 CY x 16.40 ACRES = 541.20 CY 5ELEVATION CORRESPONDING TO CLEANOUT LEVEL = 410.60 5ELEVATION CORRESPONDING TO CLEANOUT LEVEL = 390.80 (FROM STORAGE - ELEVATION CURVE) (FROM STORAGE - ELEVATION CURVE) 6DISTANCE FROM INVERT OF THE DEWATERING ORIFICE TO CLEANOUT LEVEL = 1.7 FT 6DISTANCE FROM INVERT OF THE DEWATERING ORIFICE TO CLEANOUT LEVEL = 2.8 FT (MIN. = 1.0 FT) (MIN. = 1.0 FT) DRY STORAGE 7MINIMUM REQUIRED VOLUME = 67 CY x TOTAL DRAINAGE AREA (ACRES) 67 CY x 10.70 ACRES = 716.90 CY 8TOTAL AVAILABLE BASIN VOLUME AT CREST OF RISER = 1,433.80 CY AT ELEVATION 414.06 (FROM STORAGE - ELEVATION CURVE) 9DIAMETER OF DEWATERING ORIFICE = 6 IN. 10DIAMETER OF FLEXIBLE TUBING = 8 IN. (DIAMETER OF DEWATERING ORIFICE PLUS 2 INCHES). PRELIMINARY DESIGN ELEVATIONS 11CREST OF RISER = 414.06 TOP OF DAM = 418.00 DESIGN HIGH WATER = 415.36 UPSTREAM TOE OF DAM = 410.00 BASIN SHAPE 12 LENGTH OF FLOW (L) EFFECTIVE WIDTH (We) = 1.42 IF > 2, BAFFLES ARE NOT REQUIRED IF < 2, BAFFLES ARE REQUIRED [ X ] RUNOFF 13Q 2 = 27.29 CFS (FROM CHAPTER 5) (0.60 X 4.25 X 10.70) 14Q 25 = 49.76 CFS (FROM CHAPTER 5) (0.60 X 7.75 X 10.70) PRINCIPAL SPILLWAY DESIGN 15WITHOUT EMERGENCY SPILLWAY, REQUIRED SPILLWAY CAPACITY Qp = Q25 = 49.76 CFS (RISER AND BARREL) 16WITH EMERGENCY SPILLWAY: ASSUMED AVAILABLE HEAD (h) _ h = CREST OF EMERGENCY .SPILLWAY ELEVATION - CREST OF RISER ELEVATION WITHOUT EMERGENCY SPILLWAY: ASSUMED AVAILABLE HEAD (h) = 1.0 FT (USING Q 25) h = DESIGN HIGH WATER ELEVATION - CREST OF RISER ELEVATION 17RISER DIAMETER (Dr) = 42 IN. ... ACTUAL HEAD (h) 1.3 FT (FROM PLATE 3.14 -8) NOTE: AVOID ORIFICE FLOW CONDITIONS RISER CALCULATED USING THE TOTAL FLOW - 49.76 CFS 18BARREL LENGTH (1) = 70.00 FT HEAD (H) ON BARREL THROUGH EMBANKMENT = 8.0 FT (FROM PLATE 3.14 -7) 19BARREL DIAMETER = 30 IN. - CORRUGATED METAL PIPE (CMP) (FROM PLATE 3.14 -13 [CONCRETE PIPE] OR PLATE 3.14 -A [CORRUGATED PIPE]) 20TRASH RACK ANTI - VORTEX DEVICE AREA (SF) DIAMETER = 60 IN. ACC. VOL. (CY) HEIGHT = 19 IN. 7,180 (FROM TABLE 3.14 -D) 0 EMERGENCY SPILLWAY DESIGN (N /A) 9,430 21REQUIRED SPILLWAY CAPACITY Qe = Q25 - Qp = N/A 22BOTTOM WIDTH (b) = N/A 11,900 '_14,600 _ 17,520 EXIT CHANNEL SLOPE (S) = N/A 1,405 2,387 3,576 EXIT CHANNEL MINIMUM LENGTH (x) = N/A - 6,840 (FROM TABLE 3.14 -C) 623 ANTI -SEEP COLLAR DESIGN (IN USE) 9, 81533,4651, 23DEPTH OF WATER AT PRINCIPAL SPILLWAY CREST (Y) = 4.06 FT SLOPE OF UPSTREAM FACE OF EMBANKMENT (Z) = 3.00 FT SLOPE OF PRINCIPAL SPILLWAY BARREL (Sb) = 0.0286 FT /FT LENGTH OF BARREL IN SATURATED ZONED (Ls) = 33 FT 24NUMBER OF COLLARS REQUIRED = 1 _ 3,213 -.-. DIMENSIONS = 6.00 x 6.00 20,940 (FROM PLATE 3.14 -12) 4,617 FINAL DESIGN ELEVATIONS 25TOP OF DAM = 418.00 DESIGN HIGH WATER = 415..36 EMERGENCY SPILLWAY CREST = N/A PRINCIPAL SPILLWAY CREST = 414.06 DEWATERING ORIFICE INVERT = 412.30 CLEANOUT ELEVATION = 410.60 ELEVATION OF UPSTREAM TOE OF DAM = 410.00 (EXCAVATED BOTTOM OF "WET STORAGE AREA" IF EXCAVATION WAS PERFORMED) ELEV. AREA (SF) ACC. VOL. (CF) ACC. VOL. (CY) 410.00 7,180 0 0 412.00 9,430 161610 615 414.00 416.00 418.00 11,900 '_14,600 _ 17,520 37,940 54,440 ` 96,560 1,405 2,387 3,576 EXIT CHANNEL MINIMUM LENGTH (x) = N/A - 6,840 (FROM TABLE 3.14 -C) 623 ANTI -SEEP COLLAR DESIGN (IN USE) 9, 81533,4651, 23DEPTH OF WATER AT PRINCIPAL SPILLWAY CREST (Y) = 10.19 FT SLOPE OF UPSTREAM FACE OF EMBANKMENT (Z) = 3.00 FT SLOPE OF PRINCIPAL SPILLWAY BARREL (Sb) = 0.0452 FT /FT DRY STORAGE 7MINIMUM REQUIRED VOLUME = 67 CY x TOTAL DRAINAGE AREA (ACRES) 67 CY x 16.40 ACRES = 1,098.80 CY 8TOTAL AVAILABLE BASIN VOLUME AT CREST OF RISER = 2,197.60 CY AT ELEVATION 396.19 (FROM STORAGE - ELEVATION CURVE) 9DIAMETER OF DEWATERING ORIFICE = 6 IN. 10DIAMETER OF FLEXIBLE TUBING = 8 IN. (DIAMETER OF DEWATERING ORIFICE PLUS 2 INCHES). PRELIMINARY DESIGN ELEVATIONS 11CREST OF RISER = 396.19 TOP OF DAM = 400.00 DESIGN HIGH WATER = 397.69 UPSTREAM TOE OF DAM = 388.00 BASIN SHAPE 12 LENGTH OF FLOW (L) EFFECTIVE WIDTH (We) - 0'22 IF > 2, BAFFLES ARE NOT REQUIRED IF < 2, BAFFLES ARE REQUIRED [ X ] mo d•. 13Q 2 = 41.82 CFS (FROM CHAPTER 5) (0.60 X 4.25 X 16.40) 14Q 25 = 76.26 CFS (FROM CHAPTERS) (0.60 X 7.75 X 16.40) PRINCIPAL SPILLWAY DESIGN 15WITHOUT EMERGENCY SPILLWAY, REQUIRED SPILLWAY CAPACITY Qp = Q25 = 76.26 CFS (RISER AND BARREL) 16WITH EMERGENCY SPILLWAY: ASSUMED AVAILABLE HEAD (h) _ h = CREST OF EMERGENCY SPILLWAY ELEVATION - CREST OF RISER ELEVATION WITHOUT EMERGENCY SPILLWAY: ASSUMED AVAILABLE HEAD (h) = 1.0 FT (USING Q 25) h = DESIGN HIGH WATER ELEVATION - CREST OF RISER ELEVATION 17RISER DIAMETER (Dr) = 48 IN. ... ACTUAL HEAD (h) 1.5 FT (FROM PLATE 3.14 -8) NOTE: AVOID ORIFICE FLOW CONDITIONS RISER CALCULATED USING THE TOTAL FLOW - 76.26 CFS 18BARREL LENGTH (1) = 110.50 FT HEAD (H) ON BARREL THROUGH EMBANKMENT = 17.0 FT (FROM PLATE 3.14 -7) 19BARREL DIAMETER = 30 IN. - CORRUGATED METAL PIPE (CMP) (FROM PLATE 3.14 -B [CONCRETE PIPE] OR PLATE 3.14 -A [CORRUGATED PIPE]) 20TRASH RACK ANTI - VORTEX DEVICE AREA DIAMETER = 72 IN. ACC. VOL. HEIGHT = 21 IN. (SF) (FROM TABLE 3.14 -D) (CY) EMERGENCY SPILLWAY DESIGN (N /A) 1,930 21REQUIRED SPILLWAY CAPACITY Qe = Q25 - Qp = N/A 22BOTTOM WIDTH (b) = N/A - 4,020 EXIT CHANNEL SLOPE (S) = N/A 220 EXIT CHANNEL MINIMUM LENGTH (x) = N/A - 6,840 (FROM TABLE 3.14 -C) 623 ANTI -SEEP COLLAR DESIGN (IN USE) 9, 81533,4651, 23DEPTH OF WATER AT PRINCIPAL SPILLWAY CREST (Y) = 10.19 FT SLOPE OF UPSTREAM FACE OF EMBANKMENT (Z) = 3.00 FT SLOPE OF PRINCIPAL SPILLWAY BARREL (Sb) = 0.0452 FT /FT LENGTH OF BARREL IN SATURATED ZONED (Ls) = 88 FT 24NUMBER OF COLLARS REQUIRED = 3 _ 3,213 -.-. DIMENSIONS = 5.50 x 5.50 20,940 (FROM PLATE 3.14 -12) 4,617 FINAL DESIGN ELEVATIONS 25TOP OF DAM = 400.00 DESIGN HIGH WATER = 397.69 EMERGENCY SPILLWAY CREST = N/A PRINCIPAL SPILLWAY CREST = 396.19 DEWATERING ORIFICE INVERT = 393.60 CLEANOUT ELEVATION = 390.80 ELEVATION OF UPSTREAM TOE OF DAM = 388.00 (EXCAVATED BOTTOM OF "WET STORAGE AREA" IF EXCAVATION WAS PERFORMED) ELEV. AREA ACC. VOL. ACC. VOL. BY (SF) (CF) (CY) 388.00 1,930 0 0 390.00 - 4,020 5,950 220 392.00 - 6,840 16,810 623 394.00 m 9, 81533,4651, 239 396.00 13,250 - 56,530 2,094 398.00 _ 16,970 86,:750 _ 7 _ 3,213 -.-. 400.00 20,940 124,660 4,617 mp_,� • J LL W ¢Qa ¢ Z Lu Q D Op0- _j 2zzZ ui� O :j -ILL O� = m i? vi ° a Q w ♦® +® ♦♦ (.5 C) O 2 a i z > uJ C)• O oz °Z> �Q0 w p]z¢z OHO =w (f)¢wUU ♦ ♦1A♦ REVISIONS REV DATE COMMENT BY 1 4/14/14 AMENDMENT I DRH 2 5/15/14 PER COUNTY COMMENTS DRH 3 6113/14 PER COUNTY COMMENTS DRH Q � � a � a U REVISIONS REV DATE COMMENT BY 1 4/14/14 AMENDMENT I DRH 2 5/15/14 PER COUNTY COMMENTS DRH 3 6113/14 PER COUNTY COMMENTS DRH THE FOLLOWING STATES REQUIRE NOTIFICATION BY EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN THE STATE. (IN VIRGINIA, MARYLAND, AND DELAWARE 811) (WV 1- 800 - 245- 4848) (PA 1- 800- 242 -1776) (VA 1-800-552-7001) (MID 1- 800 - 257- 7777) (DE 1- 800 - 282 -8555) APPROVED FOR CONSTRUCTION PROJECT No.: V122001 DRAWN BY: JLP /CBC CHECKED BY: DRH DATE: 11/20/13 SCALE: AS NOTED CAD I. D.: SD3 rPROJECT: WATER PROTECTION ORDINANCE PLAN ° PHASE I AMENDMENTI FOR 5TH STREET STATION Z,OC ATION OF SI'T'E NORTH OF 1 -64 BETWEEN 5TH STREET AND AVON STREET EXTENDED SCOTTSVILLE MAGISTERIAL ALBEMARLE COUNTY, VA T t� DANIEL R. HINES .o Lic. No. 043176 �0 6/13/14 ss� ®NAi.F'�c� F_ SHEET TITLE: SEDIMENT 13ASIN DESIGN C A L.,CULATRC)NS SHEET NUMBER: 7 2 12 3A3 MINIMUM STORAGE VOLUME AND 314TE, SEDIMENT BASIN SCHEMATIC 314T2 CONSTRUCTION OF A SILT FENCE 3 5TE2 STONE CONSTRUCTION ENTRANCE 3 2TE, ¢� TEMPORARY SEDIMENT CRAP SEDIMENT STORAGE ELEVATIONS (WITHOUT WIRE SUPPORT) � ° >z o� Opa �w r- 1. SET THE STAKES. 75' MIN. EXISTING Z �l z z z g w g o 2. EXCAVATE A 4 "X 4" TRENCH PAVEMENT U uf� Q a m �w�� o� CREST OF UPSLOPE ALONG THE LINE OF I � 3 5:1 ;�+ � ~ �- �•-, o o H- q o= O 1 vAR1+� DESIGN HIGH WATER � EMERGENCY F..l ,._, m F � � (25 -YR. STORM ELEV.) SPILLWAY STAKES. p 7 w ORDINAL VARIABLE ` 1.0' MIN. s'wo. FILTER CLOTH A MOUNTABLE BERM -1� % w � • • � ♦ � a GROUND 0.5' MIN. _ 6" MIN. OPTIONAL i = i I 1:0° ��-> -� �/ / SIDE ELEVATiON w Q I V MIN. � �' � (OPTIONAL) ' a > o 67 C.Y./ AC. . ' RISER CREST -ter- 1 /� - I f� EXISTI G GROUND o z } 6 67 CU, / VRii13LE DRY" STORAGE DEWATERING DEVICE /�_ / -' ` / IIII / ri. 75' MIN. - -, W U o z Yo I-: 67 C.Y. AC. "WET" STORAGE Flaw /r k = B WASHRACK 10 MIN, = >: LL w . / ...... .. ILI ~ ¢ � ~ m w �mz¢z �m s7 cu. ' �v. /acRc P MAX. 7- o�o=w o SEDIMENT CLEANOUT POINT 3. STAPLE FILTER MATERIAL 4. BACKFILL AND COMPACT # 10' MIN. o (EXCAVATED) 12' MIN, EXISTING F"6.Tc°R`GLOTN ORIGINAL ( "WET" STORAGE REDUCED TO STAKES AND EXTEND THE EXCAVATED SOIL. rh <o GROUND 67 C.Y./ AG. "DRY" STORAGE TO 34 C.Y./ ACRE) IT INTO THE TRENCH, PAVEMENT V U) 91 1 Wa v� o *SEE PATE 3.13 - COARSE AGGREGATE* *' CLASS Z RIPRAP DESIGN ELEVATIONS WITH VDOT #1 COURSE POSITIVE DRAINAGE to MIN. Z' �; a z. EMERGENCY SPILLWAY ±'` " AGGREGATE B I TO SEDIMENT ( 5 a . .. % �i t . /� TRAPPING DEVICE MUST EXTEND FULL WIDTH p �" CROSS S E C T I O N O F OUTLET DEWATERING IIII, III OF INGRESS AND EGRESS PLAN VIEW °? 67 C.Y./ AC. DEVICE Y i_� OPERATION 1 H a �Z:i 0 = FLOW III 12' MIN. r a "WET" STORAGE DESIGN HIGH WATER / o w (25 -YR. STORM ELEV.) �, CLASS I RIPRAP 2.0' MIN. III - uD w - III 3" MIN. LENGTH (IN FEEt3 3.0' MIN. SHEET FLOW INSTALLATION 3' MIN. ti o Z M C o0 6 X DRAIf,(AGE Af{.A (1tl AC) 0.5 MIN. 1.0' MIN. SEDIMENT ccEavour poiNr PERSPECTIVE VIEW) DIVERSION ("WET' STORAGE REDUCED 67 C.Y,/ AC. 4 I FILTER CLOTH SECTION A -A wLL c,lte TO 34 CY./ ACRE) "DRY" STORAG T ' Flaw 3 NAX. 67 C,Y./ AC. RISER CREST A "WET" STORAGE :::..........:.:...:::: ::;:::. B \\_ 6' -7° ............................... _ ....................... .. ............................... .................. DEWATERING - DEVICE // %E' VISION S REV DATE COMMENT BY SEDIMENT CLEANOUT POINT �,� ^�4� ��- POINTS A SHOULD BE 1 4/14J14 AMENDMENT I DRH DESIGN ELEVATIONS WITHOUT HIGHER THAN POINT B. 2 5/15J14 PER COUNTY DRH EMERGENCY SPILLWAY DRAINAGEWAY INSTALLATION REINFORCED CONCRETE DRAIN SPACE COMMENTS COARSE x1GnrREGATE r« �l ,%� � � (RISER PASSES 25 -YR. EVENT) (FRONT ELEVATION) SECTION B -B 3 6/13/14 PER COUNTY DRH rl �.-- SOURCE: ADAPTED FROM INSTALLATION OF STRAW AND FABRIC FILTER BARRIERS FOR COMMENTS EXCAVATEV ) FILTER CLOTH , AREA SOURCE: VA DSWC SOURCE: VA DSWC SEDIMENT CONTROL,VA. DSWC, SHERWOOD AND WYANT SOURCE: ADAPTED FROM 1983 MARYLAND STANDARDS FOR SOIL EROSION AND SEDIMENT CONTROL, AND VA. DSWC CD EXAMPLE PLAN VIEWS OF BAFFLE 3.14-6 •� COARSE AGGREGATE SHALL HE VOOT 43,, #357 OR ' #S r'' OUTLET (PERSPECTIVE � LOCATIONS IN SEDIMENT BASINS a CONTROL SECTION Source, Va. 17SWC Plate 3.132 D 2 EMERGENCY SPILLWAY �--� NO SCALE SHOULD NOT BE �I INFLOW - CONSTRUCTED OVER ^+ B FILL MATERIAL YT RISER SATURATED ZONE F ° I 1 0 DIVERSION DIKE b 0 TEMPORARY VE ►� _ CONNECTIONS BETWEEN THE NORMAL POOL L TOTAL DISTANCE FROM THE POINT OF INFLOW AROUND \ AR T ANTI-SEEP AND HE BARREL A THE BAFFLE TO THE RISER. MU G H ST BE WATERTIGHT HT RT J 1 � 1.4af?... � NORMAL POOL P THE FOLLOWING STATES REQUIRE NOTIFICATION B Q OTIF ON Y - -- -- - EXCAVATORS, DESIGNERS, SIGNER R ANY PE PREPARING >`..`� :`. ?; is : <:¢:;;? .' ;;.>i:`:: %;; ;.: r:.;ii: S: i> 5:';; i; :';;::::•>::::•:;:•::;;::•;:;•: :::.:::.:::::.:-::::::.:::::::::::.::..:•.:::::: �::::::::.:-::::::.::.:::::.::::.::::::: ::•:::::..:::::.::•:: :::•:::::. .....:::•::::::: �:::.-:::. �::. � ::::::•:::•:::•:.:::::::.�::::: ' ::::::::::•:::::•... �- --� ____ --"_ -' S O PERSON E ARING TO :•:.....:.:... ::»:::::•... :::::::::.:::::::::::::::•:::::.::.::::::.-::::::. :::.�::- ::.:::::::............: III - ..:::.:::. :::::.:�::::::.::�.:.:::::::... D L DISTURB THE EARTH'S SURFACE ANYWHERE IN THE STATE. ::::.:.::P (VANENT::P( 101 :::::::::::.:.::::•:::.:.:::.::.::::::.:::::: :.................::::.:::. :::: - - - - - :.:•::::.::::::.. 12 RISER Compacted Soil \ IN VIRGINIA MARYLAND AND DELAWARE 811 �(_ _ I I -I II( III I _ _ _t B VN7 0 245 4848 PA 1-800-242-1776) BAFFLE 'I - - E I `I I_ IIII _ I_ITI_ _ IIf III I III IIII III _ _ _ v - ao - - - - - A 1 800 552 01 MD 1 800 257 7777 DE 1-800-282-8555) I I -III_ I- I I -I I I_I 1 ! ! I I - _ -III- I -III _ I_i I I_ _ I I i I f- -I 11=111=1 =1 I I III -I -I I i- - 18 min. ' 1 I II III III II ill I III ii II I - =11 f- - III I I -I I I_I I_ - _ I I_I I I_ __ _I i t I I_I I I I I I I _ I I_I I I III III I I I III 111_111 1- II I • .:: �:: �:: �::: �:: �:: �:::::•:::: �i: isis�: �:: �:: �:: �:: �:: �:: �::: �::: �::•: ii::' ii: i�: ::!:::�:::�::�::�:::�::�::�:�:: �:::::�i:' iii: ii:•: ii: �: i::: �: :::•:::::�i:�::•i:�iii:ii::`::' , , ,_, , ,_ I I l I I ::::::::::::::.::::::::::::::::: ::::::::::::::::.::.::::::: ::...................................................... _______ -I i i- III -1 I I =1 I I =1 I I -I I I i 1 1 <- Flow _I I I_I I I_I I I -4 I I_I ! I_I I !_III_ i I - - - - - - APPROVEDF OR II _111_1 _ III I III II III I I I I III I I NORMAL RISER R AL POOL INFLOW a> isi;;;;•:;::: :.:::........ ...:.....::•:.>:�:;�:;::;�::;:. CONSTRUCTION 111111 W11111 11-411111 WEE I I I I 114 11111 WE I I _11 I ..:.:::::::::.:....... `�' o �-�%� -` PROJECT No.: V122001 4.5' min. I BAFFLE DRAWN BY: JLP /CBC +a �\ D /� CHECKED BY: DRH w 2 f DATE: 11/20/13 I� \Li L2 SCALE: AS NOTED PLATE `~� �� CAD I.D.: SD3 ROCK CHECK DAM 3.20 -1 L = Li + Lz INFLOW PROJECT: WATER TABLE 3.31•B SHEETS OF 4' X 8' X 1/2" EXTERIOR 6' PROTECTION Z ACRES OR LESS OF DRAINAGE AREA: PLYWOOD OR EQUIVALENT -E RISER CREST ELEVATION ORDINANCE ACCEPTABLE TEMPORARY SEEDING PLANT MATERIALS PLAN ro PHASE I SOURCE: VA. DSWC PLATE 3.09 -1 "QUICK REFERENCE FOR ALL REGIONS" 4 �S MIN. SIZE 4" SQUARE AM IaT\y DMEN �v 1 6° OR 5" ROUND. SET AT LEAST FOR Rate 8' 3' INTO THE GROUND. 5TH STREET Planting Dates Species lbs. cre 3' � FILTER CLOTH STATION T - 7 'MICA, �O�l�T1l�TI�I (OPTIONAL) SOURCE: USDA -SCS TOP N Sept. 1 - Feb. 15 50150 Mix of PLATE 'COURSE Annual Ryegrass (DOWNSTREAM VIEW) RISER PIPE BASE CONDITIONS 3.14 -14 (Loliu multi 50 - l0o VDOT #1 COARSE FOR EMBANKMENTS LESS THAN N � Cereal (Winter) Rye AGGREGATE LOCATION OF SITE ° (secate cereale) FLOW NORTH OF 1 -64 BETWEEN • �5# �,�i�� � �-� �(.��; �..;�� = -�A�� ?•, 3' 10 HIGH ►-, 5TH STREET AND ►--d Feb. 16 - Apr. 30 Annual Ryegrass 60-100 R�' (Lolium multi- florum) AVON STREET EXTENDED CONCRETE BASE FOR EMBANKMENT 10' OR LESS IN HEIGHT SCOTTSVILLE MAGISTERIAL May 1 - Aug 31 German Millet 50 ALBEMARLE COUNTY, VA ISTOINE,, � 70 *1 ���� ; 2 -10 ACRES OF DRAINAGE AREA: (Setaria italic) t)C TE�LIC )101 ' A PHi LT P "EU t �.l �� WAS, �R�qK � � B O H L E R OSource: Va. DSWC 6° D 10 OR LESS E N G IN E E RI N G ' EY,ISTUNG =III -III 6° 3' wY,.PAiTT 11= III = III = = III =11 , = = 111= 111= 111= 111 =III- +' - FILTER CLOTH 6° 1 - I «- I 18" I 11= I I I =1 I I =1 I I I =1 I I -1 11 =1 11 =1 I I -1 d 8 it _ E - 30° I. ►--I (OPTIONAL)____ _ 1 2 BLACKWELL PARK LANE, SUITE 201 w - I I I I I =1 I I- 11= =1 I I -I 1 =1 11 =1 III III' I y + !.... WARRENTON, VIRGINIA; 20186 - 'IF _ �; f--� Phone: (540) 349 -4500 I- III =1 I I =1 I -1 I I -1 ' 111 =1 I I, , I 1 =1 I II 1,1 =111 11 i =1 11 -1 11= o (DOWNSTREAM vlEw) Q �;: - -' ' '- � _ 18" Fax: (540) 349-0321 #1411,1: EXCEND, FL1L1 'rlli l A I'if:11'F IFfi(hlftL" i� 4DOT AGGREGATE Ifl # www.BohlerEngineering.com TOciDl�lr1T i3 °F'" 013'. F� 1�1�0 `'C 'E``� � TF��i�?r 1rJ L�� °SIC TYPICAL CONCRETE BASE TYPICAL STEEL BASE FLOW 2., 2D coNGft�rE LTFi 3 PLAN STEEL BASE FOR EMBANKMENT 10' OR LESS IN HEIGHT CLASS I RIPRAP v DANIEL R. HINES l ii . -_ 111VI tEtallM 4,m .� Lic. No. 043176 1O LESS ll��faf�"lydc `�IL;G SOURCE: VA DSWC t w� � G RL f -- D 6/13/14 C TOP OF DAM--400.00 TOP OF DAM = 418.00 TOP OF DAM = 400.00 DESIGN HIGH WATER DESIGN HIGH WATER SHEET TITLE: a, DESIGN HIGH WATER 30" D/2 20 (25 -YR. STORM ELEV. = 415.36 cv 2 4' i 1111illt111U111*vTlt l til .:1f'1 111011 11144 Ise II1� tTi�It✓CI , vtt11.111i1111111 ool � bill I)111C:Ci.£ 1< (25 -YR. STORM ELEV. = 397.73) j N (25 -YR. STORM ELEV. = 397.69) j EROSION 111Ttt7i'iltVt Rtil1 ? )�� 111 rl 4'r 1111• llc3w �%'lttl il. (I1i1111t�1 r31 �, 111i:I1 f£ll' I1CIO 11,111 1 3 47' + 1 3 4 AND 11 , .,. ,, 1 "DRY" STORAGE 0.5 MIN. 0.5' MIN. 1,0' 'DRY" STORAGE "ORY° STORAGE 0.5 MIN. 4,0_#j, ti111t me al;)lk'c ��t*��1 4 i1 1111t1*st IaO`O131X1eC.I iiwly, �1'opi t11t-'en iance'.t+0 at WSEL = 396.53 .......... .... WSEL = 414.06 ..... WSEL = 396.60 2D 1 4" STEEL PLATE SEDIMENT RISER CREST 11131c� e.GI . ttlil �; lii a t�, leil �� e .�ecilil'ieYit:' �111:� cluli�iit �1lciU >�� 1x1•.+~�ellt�ri f �llz . . �. .......�.' / DEWATERING DEVICE 11>4 Tit1 tp1i11 [Ilillil ,' °11114 16`s qr -wat6rcout'ke4. WET' STORAGE 24" CMP "WET STORAGE "WET" STORAGE WSEL = 394.30 :....... RISER CREST BARREL WSEL = 412.30 i :::::::::::::::..:::..:::... ::::::: 30" CMP WSEL - 393.60 RISER CREST 30" CMP SOURCE: VA DSWC ©TROL :::::: 60" 60 BARREL : ::: : .::::::::::::::::::.::::::: 72 :..... BARREL LENGTH :: :::::::::: : ::: ::: :::::::::: :::. DEWATERING DEWATERING ::::..:.::::.::::•:::::..:. LENGTH LENGTH DETAILS jj�( PAVED WASH ACC :..... ::.:: DEVICE = 90.00' ::.: DEVICE J1J E �l d-`� I L S Z=70.00" _ _ = 110.50' N�1) 'sdALr- SEDIMENT CLEANOUT SEDIMENT CLEANOUT SEDIMENT CLEANOUT SHEET NUMBER: ELEVATION = 392.30 ELEVATION = 410.60 ELEVATION = 390.80 BOTTOM OF BASIN = 390.00 BARREL INV IN= 390.00 BOTTOM OF BASIN = 410.00 BARREL INV IN= 410.00 BOTTOM OF BASIN = 388.00 BARREL INV IN= 386.00 BARREL INV OUT =382 00-/ BARREL INV OUT =408 00 BARREL INV OUT= 381.00 GENERAL NOTE: IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THIS PROJECT WORK SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIVE TO SEDIMENT BASIN 1 SEDIMENT BASIN 2 SEDIMENT BASIN 3 THE SPECIFICATIONS OR APPLICABLE CODES, IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD IN WRITING PRIOR TO THE START OF CONSTRUCTION, FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUTE ACCEPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF THE WORKAS DEFINED BY THE DRAWINGS AND IN FULL NF RMAN E WITH LOCAL RE LATI N AND ES. i 11-1- ­­­ � BMP MANHOLE CLF fit ) RIM 422.50 - - - T� - - - : F7_ -_ I - FF_ - I I - I :::: 1­7 F���EE - III - I I- - - III __ W:::71 11, _. _ __ : - __ - - - - __ ::�____ - :VI - ___ m _�::,� FE1 I FE1 , �� I I -1 1-1 I I . : - 'I I � --I I I_______I I I_,__I I 1. ­ : __ - �-1 I Fd 1 I_--_-__I - 11- - . =1 _.__7 11 - _� _� 1-1 -1 - 1-1 - __ - I - S SAFETY SLAB--- - = 414,50 [ 51 MANHOLE--,,,�_ ____�� STEPS BIVIP MANHOLE 24" DIA. HO IN CONC. LANDING FILL BASE- VVITH STONE UP TO LANDING I_`ROP 191, PERFORA-f , ED IRON \ PIPE _� NIG \ (' N U N D E R DIRA SYSTEM) SAFETY SLAB = 405�00 IP WSE = 403.39 SLUICEGATE , � (TO REMAIN CLOSED) HEADPLATE WITH 4,i ORIFICE I CUT INTO HEADPLATE -6" SOLID PVC UNDERDRAIN FROM VAULT A (CONNECT � I TO HEADPLATE) I INV. 3961.50 INV. 395,50 CONCRETE LANDING PROP. 8" PERFORATED / FIRON PIPE (SPRING UNDERDRAIN SYSTEM) ___!_,Q__�� �� _-EX G2114.91- NV, 375,25 SYSTEM A OUTFALL DETAILS NOTTO SCALE WETLANDSLEGEND: .. - - I 11 - * * 'v 11. . 'ILI' Nil ' * + I.. �� WETLANDS TO BE REMOVED BY __ , , - Zy �,v "I [ , , _,,1 I J, WETLANDS TO REMAIN DRH . __:L_* . �, � POOL FOPEN 611J/14 I WATER TO BE REMOVED w- J1�;_, :�r ; �� F/-/`�/J-`-""./Y-`-�Z`-/Z--/"-��`-/`�` Zj LINEAR STREAM IMPACT --, LtI �� .... . STREAM TO BE REMOVED UNDERGR10UND SPRING SYSTEM NARRATIVE: MANHOLE K-4 DETAILED ON THIS SHEET WILL EXTEND TO THE CURRENT EXISTING GRADE AND TIE INTO A SPRING BOX, ANY FLOW FROM THE STORMWATER MANAGEMENT SYSTEM WILL JOIN FLOW FROM THE UNDERGROUND SPRING SYSTEM PROPOSED ON THIS SHEET. THE COMBINED FLOW WILL OUTFALL PAST THE RETAINING WALLIN ORDER TO KEEP EXISTING WETLANDS FUNCTIONING AS THEY DID PRIOR TO DEVELOPMENT. 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E- �- ,�) PERPENDICULAR SURFACE FLOW co �2 k. � -4 �! p H� I I REVISION 44 SCALE: N.T.S. I STANDARD NUMBER: LS-1 1_­____, GENERAL NOTE: ' IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THIS PROJECT WORK SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIVE TO THE SPECIFICATIONS OR APPLICABLE CODES, IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD IN WRITING PRIOR TO THE START OF CONSTRUCTION. FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUTE ACCEPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF THE WORK AS DEFINED BY THE DRAWINGS AND IN ""�,"il,��1�11_/ ,� _,­ � � - � , I i I I " 1­1 1� i - i / / I I / 00 /// / p _e"__ER2� ­ I", I , ,_� I-- ­11111111 1_­­ ­1_.1­1___­',,_­_1._ 1�_11 41-1 " , ­­�,_ i / " / ) "I" 101-1 iii, . , ; , __,�` . ,�_­ !�-11�.-,,��,-�,�-i�.---�-",�,�,,�.,-Z"-"� ........ -1-1111",�1-1- 11 I , 'I � � 1'. k I I � �', \ � , I 1 I ! I I I , ; i , , I , , ; '1� .­ ....... I �� , � - /1' , /", I f, T I i , 11 - 4__ � .,-*��11--l-l-"%k�-�-�-*,---",�441-�1--�, '__1 ,,� 4- ,,, , " ;il,��; &A /A ,�� � � \ < 0111 � I I I i ,,-­�,­­­-, " ""' � i \ "T_­ , / I I , / I ,_ , !� � � � � I , 11 � It I I I / i I . /.i ",�,"/ / e,�� 0 __,­___._ � . _,,,� " I I , / � , t i 11 , , � � ___­ ­` 1___­,i__­___ `11­ �r / 1 1 1 � " � � 1�1' , I % � ! I I I l' � / . I ,,� " ,"', \ , %, t 1. 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(IN VIRGINIA, MARYLAND, AND DELAWARE 81 1) (WV 1-800-245-4848) (PA 1-800-242-1776) (VA 1-800-552-7001) (MID 1-800-257-7777) (DE 1-800-282-8555) k`,. .j - APPROVED FOR CONSTRUCTION rPROJECT No.: V122001-N DRAWN BY: JLP/CBC CHECKED BY: DRH DATE: 11/20/13 SCALE: AS NOTED %� CAD I. D.: US3 r, PROJECT: WATER PROTECTION ORDINANCE PLAN - PHASE I FOR 5TH STREET STATION LOCIMON OF SITE NORTH OF 1-64 BETWEEN 5TH STREET AND AVON STREET EXTENDED SCOTTSVILLE MAGISTERIAL ALBEMARLE COUNTY, VA - 11001m4lm 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540) 349-4500 Fax: (540) 349-0321 N. www.BohlerEngineering.com of 0 1 , 0T_.i"k,,v­v, 3 - , .. , I ��r%&. I ill � .N - I 6 I I DANIEL R. HINES J- t .0 Lic. No. 043176 1 , 0 6/13/14 1 , X% I I "I ' I , 7 I 1� � NALL. ,, 11 SHEET TITLE: ­N SPRING SYSTEM DESIGN SHEET NUMBER: 10