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Home My WebLink AboutWPO201400034 Plan - Approved 2014-07-23�� FF R m..i � "rio P 1 AN 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 SPECIAL EXCEPTION: "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 - PHASE I FOR 5TH STREET STATION" PREPARED BY: BOHLER ENGINEERING PROJECT NUMBER: V122001 DATED: NOVEMBER 26. 2013 ♦WATER PROTECTION ORDINANCE: "WATER PROTECTION ORDINANCE PLAN - E &S PHASE II AND SWM /BMP DESIGN" PREPARED BY: BOHLER ENGINEERING PROJECT NUMBER: V122001 DATED: DECEMBER 13, 2013 ♦ROAD IMPROVEMENT PLAN: "ROAD IMPROVEMENT PLAN FOR 5TH STREET STATION - BENT CREEK PARKWAY" PREPARED BY: BOHLER ENGINEERING PROJECT NUMBER: V122001 DATED: NOVEMBER 26, 2013 ♦ WETLANDS PERMIT: "VIRGINIA WATER PROTECTION (VWP) GENERAL PERMIT NO. WP4" VWP GENERAL PERMIT AUTHORIZATION NO. WP4 -13 -1602 AUTHORIZATION EFFECTIVE DATE: DECEMBER 11, 2013 AUTHORIZATION EXPIRATION DATE: DECEMBER 10, 2020 PERMITTEE: S.J. COLLINS ENTERPRISES *FINAL SITE PLAN: "FINAL SITE PLAN FOR 5TH STREET STATION - WEGMANS" PREPARED BY: BOHLER ENGINEERING PROJECT NUMBER: V122001 DATED: DECEMBER 13. 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 ♦ ALBEMARLE COUNTY SERVICE AUTHORITY 168 SPOTNAP ROAD CHARLOTTESVILLE, VA 22911 TEL: (434) 977 -4511 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 CONFORMANCE WITH LOCAL REGULATIONS AND CODES. W TAX MAP PARCELS 076M1- 00- 00 -002A0 076M1-00-00-002130 076M1- 00- 00 -004A0 07700- 00- 00 -011E0 LOCATION OF SITE "1 r 1011(41)] F�Mlv NORTH OF INTERSTATE 64 BETWEEN 5TH STREET AND AVON STREET EXTENDED SCOTTSVILLE MAGISTERIAL DISTRICT ALBEMARLE COUNTY, VIRGINIA u 3 ti - = II ~ W an o g '�oQO Qo o: 63'� T o FRYS EXISTING CONDITIONS 3A -B PROPOSED CONDITIONS 4A -B =PLANTING ETAILS SPRING 3 + ■ � oo° �00 OQF oO T sr. �pf ST ! gOa OO.QPftK2 ry� PAPK AME H �2 H 1 Q� /qA'O o� �` Q °. H OO .-o O \O YLOR LA V\O 07 LL ?s 9 to °oo ° P �F VIL oiE a W ST' o ve VIEWa o gon Avenue Park '� o APCtC7 ya h00oc oy,. % RR.-'- Cq wo F` J4., ry QO ai // P NAgp \S 200 P( ,� SASE V q°i Pp TPCOOST ry1G� g�O h°¢ �O =j0 ry0p - RO `, \OE LANOIN po �lI ��I�T:yr 1a4S� v Squa a °FA o E\ iN 9 Old OL 3 CCE N ltv v HA $ r ,o F9 �, z OftflU LLB Cl•9:. ;Te ROE o�QO= o �o 0 Pi SITE N T RE R 742 H W U OONOV At 12 W "cOmi i'ral�a' d"a n.'"" 3 L'a i. 4aP O'c 2<i Q a 5xR�bµ '{d 7 -. r $�`rt lqo % o ti Iq ACy 00 Ol HS s'� '" °'/,,� °9 Y[t'� Charlottes ti'rop' �'2cJo Se 9' o S'`OG22N 2�' e �x.I1(II�. O Ille- Albemarle rf urity Comple atw \00 ?" ti'^ • ory 5 rr� ld�` ell 78U o OAI� oT a . °.. EOXHORN� O�l9 yy p a!y F d C!• �R c^ p P��^ N.. p O E P�'Ct CT LUB^ '"}s O e O M B 74 ATi r� .! k LAKE s` S S� 9 �QOQP TFQ� 2 OQo C E!Q O O pq O ?C Y I",�,�Sy i f011t�4�61�,0 i Tpr EPN f• ° �O O 'll! CT O pHHq /q M ^aS CaEEK Q�`v O = ANORIO fi Te 0]z QZ OJO UC U QC✓ U w 3 Y 'I`, I1N00 R ynov off' Y 3 i e.." i� /i CaJ" S F e U r I p E f 7 O O� .. _ :a !�. ,.� a Lake co LOCATION MAP COPYRIGHT ADC THE MAP PEOPLE PERMIT USE NO. 20602153 -5 SCALE: 1" =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: DANIELS. TUCKER BOH LER E N G I N E E R I N G 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540) 349 -4500 Fax: (540) 349 -0321 www.BohlerEngineering.com CONTACT: DANIEL R. HINES, P.E. SHEET INDEX SHEET TITLE SHEET NUMBER COVER SHEET 1 GENERAL NOTES 2A-B EXISTING CONDITIONS 3A -B PROPOSED CONDITIONS 4A -B =PLANTING ETAILS 5 INSPECTIONS DEPARTMENT: ALBEMARLE COUNTY SERVICE AUTHORITY PLANNING DEPARTMENT ENGINEERING DEPARTMENT VIRGINIA DEPARTMENT OF TRANSPORTATION VIRGINIA DEPARTMENT OF HEALTH ARCHITECTURAL REVIEW BOAR FIRE AND RESCUE DEPARTMENT DATE: DATE: DATE: DATE: DATE: DATE: DATE: 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 (VDOF) 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. APPROVM by the Albemarle County Community Development Department We •7 - z 3- ?-0 r 4 File w F0 � 0 d Qel - � REV DATE COMMENT BY o 5/15/14 PER COUNTY COMMENTS DRH U -, �0 x � >Da az Ojzw=w Z 02 ODa � zOz�w ZJ ;w o= W O w�p am � ly W o�QO= o �o O � m H- cn��a L ww h H W U ga W O o 2<i Q a Z o W O U (D } o °wo � }O�Q Qo OZYZ> z w D Q O O ~ O = 0]z QZ OJO UC U QC✓ U w m °z <a °d -0 N uw W OB W lm F� W o U U K W B cn '9/% ID" O y W W /-,� hey Z - % H z O v - REVISIONS REV DATE COMMENT BY 1 5/15/14 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: CBC CHECKED BY: MDD DATE: 04/15/14 SCALE: AS NOTED CAD I.D.: SD1 PROJECT: BUFFER MITIGATION PLAN FOR 5TH( STREET STATION 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.BohlerEnciineerinci.com Jn CC I I I I LC. CCOVEIR SHEET SHEET NUMBER: H GENERAL NOTES CONTRACTOR IS RESPONSIBLE FOR COMPLIANCE WITH THE NOTES AND SPECIFICATIONS CONTAINED HEREIN. CONTRACTOR IS RESPONSIBLE TO ENSURE THAT ALL SUBCONTRACTORS FULLY AND COMPLETELY CONFORM TO AND COMPLY WITH THESE REQUIREMENTS. 1. THE FOLLOWING DOCUMENTS ARE INCORPORATED BY REFERENCE AS PART OF THIS SITE PLAN: • "SURVEY "ALTA/ACSM LAND TITLE SURVEY OF THE PROPERTY OF BRASS, INC ", KIRK HUGHES AND ASSOCIATES, MARCH 3, 1998, (REVISED JULY 8, 2003). • " OPO BASE HA.DWG" FIELD UPDATED AND VERIFIED BY KIRK HUGHES AND ASSOCIATES RECEIVED APRIL 23 2013. T K , • " 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 et seq.) OR THE REQUIREMENTS OF THE JURISDICTION WHERE THE PROJECT IS TO BE CONSTRUCTED, AND ANY AND ALL AMENDMENTS TO BOTH WHICH ARE IN EFFECT WHEN THESE PLANS ARE COMPLETED. IS RESPONSIBLE TO EN AT ALL REQUIRED PERMITS AND CONSTRUCTION THE CONTRACTOR R SPONSI SURE THAT R QU 3. PRIOR TO STARTING , APPROVALS HAVE BEEN OBTAINED. NO CONSTRUCTION OR FABRICATION SHALL BEGIN UNTIL THE CONTRACTOR HAS RECEIVED AND THOROUGHLY REVIEWED THE COMMENTS TO ALL PLANS AND OTHER DOCUMENTS REVIEWED AND APPROVED BY THE PERMITTING AUTHORITIES AND CONFIRMED THAT ALL NECESSARY OR REQUIRED PERMITS HAVE BEEN OBTAINED. CONTRACTOR MUST HAVE COPIES OF ALL PERMITS AND APPROVALS ON SITE AT ALL TIMES. 4. THE OWNER /CONTRACTOR MUST BE FAMILIAR WITH AND RESPONSIBLE FOR THE PROCUREMENT OF ANY AND ALL CERTIFICATIONS REQUIRED FOR THE ISSUANCE OF A CERTIFICATE OF OCCUPANCY. 5. ALL WORK MUST BE PERFORMED IN ACCORDANCE WITH THESE PLANS,, SPECIFICATIONS AND CONDITIONS OF APPROVAL, AND ALL APPLICABLE REQUIREMENTS, RULES, REGULATIONS, STATUTORY REQUIREMENTS, CODES, LAWS AND STANDARDS OF ALL GOVERNMENTAL ENTITIES WITH JURISDICTION OVER THIS PROJECT. 6. THE GEOTECHNICAL REPORT AND RECOMMENDATIONS SET FORTH HEREIN ARE A PART OF THE REQUIRED CONSTRUCTION DOCUMENTS AND, IN CASE OF CONFLICT, DISCREPANCY OR AMBIGUITY, THE MORE STRINGENT REQUIREMENTS AND /OR RECOMMENDATIONS CONTAINED IN THE PLANS AND THE GEOTECHNICAL REPORT AND RECOMMENDATIONS SHALL TAKE PRECEDENCE UNLESS SPECIFICALLY NOTED OTHERWISE ON THE PLANS. THE CONTRACTOR MUST NOTIFY THE ENGINEER, IN WRITING, OF ANY SUCH CONFLICT, DISCREPANCY OR AMBIGUITY BETWEEN THE GEOTECHNICAL REPORTS AND PLANS AND SPECIFICATIONS PRIOR TO PROCEEDING WITH ANY FURTHER WORK. 7. THESE PLANS ARE BASED ON INFORMATION PROVIDED TO BOHLER ENGINEERING BY THE OWNER AND OTHERS PRIOR TO THE TIME OF PLAN PREPARATION. CONTRACTOR MUST FIELD VERIFY EXISTING CONDITIONS AND NOTIFY BOHLER ENGINEERING, IN WRITING, IMMEDIATELY IF ACTUAL SITE CONDITIONS DIFFER FROM THOSE SHOWN ON THE PLAN, OR IF THE PROPOSED WORK CONFLICTS WITH ANY OTHER SITE FEATURES. 8. ALL DIMENSIONS SHOWN ON THE PLANS MUST BE FIELD VERIFIED BY THE CONTRACTOR PRIOR TO THE START OF CONSTRUCTION. CONTRACTOR MUST NOTIFY ENGINEER, IN WRITING, IF ANY CONFLICTS, DISCREPANCIES, OR AMBIGUITIES EXIST PRIOR TO PROCEEDING WITH CONSTRUCTION. NO EXTRA COMPENSATION WILL BE PAID TO THE CONTRACTOR FOR WORK WHICH HAS TO BE REDONE OR REPAIRED DUE TO DIMENSIONS OR GRADES SHOWN INCORRECTLY ON THESE PLANS PRIOR TO CONTRACTOR GIVING ENGINEER WRITTEN NOTIFICATION OF SAME AND ENGINEER, THEREAFTER, PROVIDING CONTRACTOR WITH WRITTEN AUTHORIZATION TO PROCEED WITH SUCH ADDITIONAL WORK. 9. CONTRACTOR MUST REFER TO THE ARCHITECTURAL /BUILDING PLANS "OF RECORD" FOR EXACT LOCATIONS AND DIMENSIONS OF ENTRY /EXIT POINTS, ELEVATIONS, PRECISE BUILDING DIMENSIONS, AND EXACT BUILDING UTILITY LOCATIONS. 10. PRIOR TO THE START OF CONSTRUCTION, THE CONTRACTOR MUST COORDINATE THE BUILDING LAYOUT BY CAREFUL REVIEW OF THE ENTIRE SITE PLAN AND THE LATEST ARCHITECTURAL PLANS (INCLUDING, BUT NOT LIMITED TO, STRUCTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND FIRE SUPPRESSION PLAN, WHERE APPLICABLE). CONTRACTOR MUST IMMEDIATELY NOTIFY OWNER, ARCHITECT AND SITE ENGINEER, IN WRITING, OF ANY CONFLICTS, DISCREPANCIES OR AMBIGUITIES WHICH EXIST. 11. DEBRIS MUST NOT BE BURIED ON THE SUBJECT SITE AND ALL UNSUITABLE EXCAVATED MATERIAL AND DEBRIS (SOLID WASTE) MUST BE DISPOSED OF IN ACCORDANCE WITH THE REQUIREMENTS OF ANY AND ALL GOVERNMENTAL AUTHORITIES WHICH HAVE JURISDICTION OVER THIS PROJECT OR OVER CONTRACTOR. 12. THE CONTRACTOR IS RESPONSIBLE FOR IDENTIFYING WHEN SHORING IS REQUIRED AND FOR INSTALLING ALL SHORING REQUIRED DURING EXCAVATION (TO BE PERFORMED IN ACCORDANCE WITH CURRENT OSHA STANDARDS) AND ANY ADDITIONAL PRECAUTIONS TO BE TAKEN TO ASSURE THE STABILITY OF ADJACENT, NEARBY AND CONTIGUOUS STRUCTURES AND PROPERTIES. 13. THE CONTRACTOR IS TO EXERCISE EXTREME CARE WHEN PERFORMING ANY WORK ACTIVITIES ADJACENT TO PAVEMENT, STRUCTURES, ETC. WHICH ARE TO REMAIN EITHER FOR AN INITIAL PHASE OF THE PROJECT OR AS PART OF THE FINAL CONDITION. CONTRACTOR IS RESPONSIBLE FOR TAKING ALL APPROPRIATE MEASURES REQUIRED TO ENSURE THE STRUCTURAL STABILITY OF SIDEWALKS AND PAVEMENT, UTILITIES, BUILDINGS, AND INFRASTRUCTURE WHICH ARE TO REMAIN, AND TO PROVIDE A SAFE WORK AREA FOR THIRD PARTIES, PEDESTRIANS AND ANYONE INVOLVED WITH THE PROJECT. 14. THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING ANY DAMAGE DONE TO ANY NEW OR EXISTING CONSTRUCTION OR PROPERTY DURING THE COURSE OF CONSTRUCTION, INCLUDING BUT NOT LIMITED TO DRAINAGE, UTILITIES, PAVEMENT, STRIPING, CURB, ETC. AND SHALL BEAR ALL COSTS ASSOCIATED WITH SAME TO INCLUDE, BUT NOT BE LIMITED TO, REDESIGN, RE- SURVEY, RE- PERMITTING AND CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR AND MUST REPLACE ALL SIGNAL INTERCONNECTION CABLE, WIRING CONDUITS, AND ANY UNDERGROUND ACCESSORY EQUIPMENT DAMAGED DURING CONSTRUCTION AND MUST BEAR ALL COSTS ASSOCIATED WITH SAME, THE REPAIR OF ANY SUCH NEW OR EXISTING CONSTRUCTION OR PROPERTY MUST RESTORE SUCH CONSTRUCTION OR PROPERTY TO A CONDITION EQUIVALENT TO OR BETTER THAN THE CONDITIONS PRIOR TO COMMENCEMENT OF THE CONSTRUCTION, AND IN CONFORMANCE WITH APPLICABLE CODES, LAWS RULES, REGULATIONS, STATUTORY REQUIREMENTS AND STATUTES. CONTRACTOR MUST BEAR ALL COSTS ASSOCIATED WITH SAME. CONTRACTOR IS RESPONSIBLE TO DOCUMENT ALL EXISTING DAMAGE AND TO NOTIFY THE OWNER AND THE CONSTRUCTION MANAGER PRIOR TO THE START OF CONSTRUCTION. 15. ALL CONCRETE MUST BE AIR ENTRAINED AND HAVE THE MINIMUM COMPRESSIVE STRENGTH OF 4,000 PSI AT 28 DAYS UNLESS OTHERWISE NOTED ON THE PLANS, DETAILS AND /OR GEOTECHNICAL REPORT. 16. THE ENGINEER IS NOT RESPONSIBLE FOR CONSTRUCTION METHODS, MEANS, TECHNIQUES OR PROCEDURES, GENERALLY OR FOR THE CONSTRUCTION MEAN, METHODS, TECHNIQUES OR PROCEDURES FOR COMPLETION OF THE WORK DEPICTED BOTH ON THESE PLANS, AND FOR ANY CONFLICTS /SCOPE REVISIONS WHICH RESULT FROM SAME. CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE METHODS /MEANS FOR COMPLETION OF THE WORK PRIOR TO THE COMMENCEMENT OF CONSTRUCTION, 17. THE ENGINEER OF RECORD IS NOT RESPONSIBLE FOR JOB SITE SAFETY. THE ENGINEER OF RECORD HAS NOT BEEN RETAINED TO PERFORM OR BE RESPONSIBLE FOR JOB SITE SAFETY, SAME BEING WHOLLY OUTSIDE OF ENGINEER'S SERVICES AS RELATED TO THE PROJECT. THE ENGINEER OF RECORD IS NOT RESPONSIBLE TO IDENTIFY OR REPORT ANY JOB SITE SAFETY ISSUES, AT ANY TIME. 18. ALL CONTRACTORS MUST CARRY THE SPECIFIED STATUTORY WORKER'S COMPENSATION INSURANCE, EMPLOYER'S LIABILITY INSURANCE AND LIMITS OF COMMERCIAL GENERAL LIABILITY INSURANCE (CGL). ALL CONTRACTORS MUST HAVE THEIR CGL POLICIES ENDORSED TO NAME BOHLER ENGINEERING, AND ITS PAST, PRESENT AND FUTURE OWNERS, OFFICERS, DIRECTORS, PARTNERS, SHAREHOLDERS, MEMBERS, PRINCIPALS, COMMISSIONERS, AGENTS, SERVANTS, EMPLOYEES, AFFILIATES, SUBSIDIARIES, AND RELATED ENTITIES, AND ITS SUBCONTRACTORS AND SUBCONSULTANTS AS ADDITIONAL NAMED INSURED AND TO PROVIDE CONTRACTUAL LIABILITY COVERAGE SUFFICIENT TO INSURE THIS HOLD HARMLESS AND INDEMNITY OBLIGATIONS ASSUMED BY THE CONTRACTORS. ALL CONTRACTORS MUST FURNISH BOHLER ENGINEERING WITH CERTIFICATIONS OF INSURANCE AS EVIDENCE OF THE REQUIRED INSURANCE PRIOR TO COMMENCING WORK AND UPON RENEWAL OF EACH POLICY DURING THE ENTIRE PERIOD OF CONSTRUCTION AND FOR ONE YEAR AFTER THE COMPLETION OF CONSTRUCTION. IN ADDITION, ALL CONTRACTORS WILL, TO THE FULLEST EXTENT PERMITTED UNDER THE LAW, INDEMNIFY, DEFEND AND HOLD HARMLESS BOHLER ENGINEERING AND ITS PAST, PRESENT AND FUTURE OWNERS, OFFICERS, DIRECTORS, PARTNERS, SHAREHOLDERS, MEMBERS, PRINCIPALS, COMMISSIONERS, AGENTS, SERVANTS, EMPLOYEES, AFFILIATES, SUBSIDIARIES, AND RELATED ENTITIES, AND ITS SUBCONTRACTORS AND SUBCONSULTANTS FROM AND AGAINST ANY DAMAGES, INJURIES, CLAIMS, ACTIONS, PENALTIES, EXPENSES, PUNITIVE DAMAGES, TORT DAMAGES, STATUTORY CLAIMS, STATUTORY CAUSES OF ACTION, LOSSES, CAUSES OF ACTION, LIABILITIES OR COSTS, INCLUDING, BUT NOT LIMITED TO, REASONABLE ATTORNEYS' FEES AND DEFENSE COSTS, ARISING OUT OF OR IN ANY WAY CONNECTED WITH OR TO THE PROJECT, INCLUDING ALL CLAIMS BY EMPLOYEES OF THE CONTRACTORS, ALL CLAIMS BY THIRD PARTIES AND ALL CLAIMS RELATED TO THE PROJECT. CONTRACTOR MUST NOTIFY ENGINEER, IN WRITING, AT LEAST THIRTY (30) DAYS PRIOR TO ANY TERMINATION, SUSPENSION OR CHANGE OF ITS INSURANCE HEREUNDER. 19. BOHLER ENGINEERING WILL REVIEW OR TAKE OTHER APPROPRIATE ACTION ON THE CONTRACTOR SUBMITTALS, SUCH AS SHOP DRAWINGS, PRODUCT DATA, SAMPLES, AND OTHER DATA, WHICH THE CONTRACTOR IS REQUIRED TO SUBMIT, BUT ONLY FOR THE LIMITED PURPOSE OF CHECKING FOR CONFORMANCE WITH THE DESIGN INTENT AND THE INFORMATION SHOWN IN THE CONSTRUCTION CONTRACT DOCUMENTS. CONSTRUCTION MEANS AND /OR METHODS AND /OR TECHNIQUES OR PROCEDURES, COORDINATION OF THE WORK WITH OTHER TRADES, AND CONSTRUCTION SAFETY PRECAUTIONS ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND BOHLER HAS NO RESPONSIBILITY OR LIABILITY FOR SAME HEREUNDER. BOHLER ENGINEERING'S SHOP DRAWING REVIEW WILL BE CONDUCTED WITH REASONABLE PROMPTNESS WHILE ALLOWING SUFFICIENT TIME TO PERMIT ADEQUATE REVIEW. REVIEW OF A SPECIFIC ITEM MUST NOT INDICATE THAT BOHLER ENGINEERING HAS REVIEWED THE ENTIRE ASSEMBLY OF WHICH THE ITEM IS A COMPONENT. BOHLER ENGINEERING WILL NOT BE RESPONSIBLE FOR ANY DEVIATIONS FROM THE CONSTRUCTION DOCUMENTS NOT PROMPTLY AND IMMEDIATELY BROUGHT TO ITS ATTENTION, IN WRITING, BY THE CONTRACTOR. BOHLER ENGINEERING WILL NOT BE REQUIRED TO REVIEW PARTIAL SUBMISSIONS OR THOSE FOR WHICH SUBMISSIONS OF CORRELATED ITEMS HAVE NOT BEEN RECEIVED. 20. NEITHER THE PROFESSIONAL ACTIVITIES OF BOHLER ENGINEERING, NOR THE PRESENCE OF BOHLER ENGINEERING AND /OR ITS PAST, PRESENT AND FUTURE OWNERS, OFFICERS, DIRECTORS, PARTNERS, SHAREHOLDERS, MEMBERS, PRINCIPALS, COMMISSIONERS, AGENTS, SERVANTS, EMPLOYEES, AFFILIATES, SUBSIDIARIES, AND RELATED ENTITIES, AND ITS SUBCONTRACTORS AND SUBCONSULTANTS AT A CONSTRUCTION /PROJECT SITE, SHALL RELIEVE THE GENERAL CONTRACTOR OF ITS OBLIGATIONS, DUTIES AND RESPONSIBILITIES INCLUDING, BUT NOT LIMITED TO, CONSTRUCTION MEANS, METHODS, SEQUENCE, TECHNIQUES OR PROCEDURES NECESSARY FOR PERFORMING, OVERSEEING, SUPERINTENDING AND COORDINATING THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS AND COMPLIANCE ANY HEALTH OR SAFETY PRECAUTIONS REQUIRED BY ANY REGULATORY AGENCIES WITH JURISDICTION OVER THE PROJECT AND /OR PROPERTY. BOHLER ENGINEERING AND ITS PERSONNEL HAVE NO AUTHORITY TO EXERCISE ANY CONTROL OVER ANY CONSTRUCTION CONTRACTOR OR ITS EMPLOYEES IN CONNECTION WITH THEIR WORK OR ANY HEALTH OR SAFETY PROGRAMS OR PROCEDURES. THE GENERAL CONTRACTOR IS SOLELY RESPONSIBLE FOR JOB SITE SAFETY. BOHLER ENGINEERING SHALL BE INDEMNIFIED BY THE GENERAL CONTRACTOR AND MUST BE NAMED AN ADDITIONAL INSURED UNDER THE GENERAL CONTRACTOR'S POLICIES OF GENERAL LIABILITY INSURANCE AS DESCRIBED ABOVE IN NOTE 19 FOR JOB SITE SAFETY. GENERAL NOTE: IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THIS PROJECT NORK 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 CONFORMANCE WITH LOCAL REGULATIONS AND CODES. 21. IF THE CONTRACTOR DEVIATES FROM THE PLANS AND SPECIFICATIONS, INCLUDING THE NOTES CONTAINED HEREIN, WITHOUT FIRST OBTAINING THE PRIOR WRITTEN AUTHORIZATION OF THE ENGINEER FOR SUCH DEVIATIONS, THE CONTRACTOR IS SOLELY RESPONSIBLE FOR THE PAYMENT OF ALL COSTS INCURRED IN CORRECTING ANY WORK DONE WHICH DEVIATES FROM THE PLANS, ALL FINES AND /OR PENALTIES ASSESSED WITH RESPECT THERETO AND ALL COMPENSATORY OR PUNITIVE DAMAGES RESULTING THEREFROM AND, FURTHER, SHALL DEFEND, INDEMNIFY AND HOLD HARMLESS THE ENGINEER, TO THE FULLEST EXTENT PERMITTED UNDER THE LAW, IN ACCORDANCE WITH PARAGRAPH 19 HEREIN, FOR AND FROM ALL FEES, ATTORNEYS' FEES, DAMAGES, COSTS, JUDGMENTS, PENALTIES AND THE LIKE RELATED TO SAME. 22. CONTRACTOR IS RESPONSIBLE FOR MAINTENANCE AND PROTECTION OF TRAFFIC PLAN FOR ALL WORK THAT AFFECTS PUBLIC TRAVEL EITHER IN THE R.O.W. OR ON SITE. THE COST FOR THIS ITEM MUST BE INCLUDED IN THE CONTRACTOR'S PRICE. 23. ALL SIGNING AND PAVEMENT STRIPING MUST CONFORM TO MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES OR LOCALLY APPROVED SUPPLEMENT. 24. ENGINEER IS NOT RESPONSIBLE FOR ANY INJURY OR DAMAGES RESULTING FROM CONTRACTOR'S FAILURE TO BUILD OR CONSTRUCT IN STRICT ACCORDANCE WITH THE APPROVED PLANS. IF CONTRACTOR AND /OR OWNER FAIL BUILD OR CONSTRUCT IN STRICT ACCORDANCE WITH APPROVED PLANS, THEY AGREE TO JOINTLY AND SEVERALLY INDEMNIFY AND HOLD ENGINEER HARMLESS FOR ALL INJURIES AND DAMAGES THAT ENGINEER SUFFERS AND COSTS THAT ENGINEER INCURS. 25. OWNER MUST MAINTAIN AND PRESERVE ALL PHYSICAL SITE FEATURES AND DESIGN FEATURES DEPICTED ON THE PLANS AND RELATED DOCUMENTS, IN STRICT ACCORDANCE WITH THE APPROVED PLAN(S) AND DESIGN AND, FURTHER ENGINEER E ANY FAILURE SO MAINTAIN PRESERVE SITE AND /OR DESIGN FEATURES. F OWNER FAILS IS NOT RESPONSIBLE FOR F I URE TO OR R I OW TO MAINTAIN AND /OR PRESERVE ALL PHYSICAL SITE FEATURES AND /OR DESIGN FEATURES DEPICTED ON THE PLANS AND RELATED DOCUMENTS, OWNER AGREES TO INDEMNIFY AND HOLD ENGINEER HARMLESS FOR ALL INJURIES AND DAMAGES THAT ENGINEER SUFFERS AND COSTS THAT ENGINEER INCURS AS A RESULT OF SAID FAILURE. 26. ALL DIMENSIONS MUST BE TO FACE OF CURB, EDGE OF PAVEMENT, OR EDGE OF BUILDING, UNLESS NOTED OTHERWISE. 27. ALL CONSTRUCTION AND MATERIALS MUS T COMPLY W ITH AND CONFORM T O APPLICABLE FEDERAL, STATE A ND 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 "F� OFESSIONAL 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 DEMOLI'T'ION NOES 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. 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 TR/A\/EL (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 DISCREPA NC IE S 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 LTILITY 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 T O THE COMMENCEMENT OF CONSTRUCTION. ALL DISCREPANCIES MUST IMMEDIATELY BE REPORTED, IN WRITING, TO THE ENGINEER. CONSTRUCTION MUST COMMENCE BEGINNING AT THE LOWEST INVERT (POINT OF CONNECTION) AND PROGRESS UP GRADIENT. PROPOSED INTERFACE POINTS (CROSSINGS) WITH EXISTING UNDERGROUND UTILITIES SHALL BE FIELD VERIFIED BY TEST PIT PRIOR TO COMMENCEMENT OF CONSTRUCTION. 2. CONTRACTOR MUST VERTICALLY AND HORIZONTALLY LOCATE ALL UTILITIES AND SERVICES INCLUDING, BUT NOT LIMITED TO, GAS, WATER, ELECTRIC, SANITARY AND STORM SEWER, TELEPHONE, CABLE, FIBER OPTIC CABLE, ETC. WITHIN THE LIMITS OF DISTURBANCE OR WORK SPACE, WHICHEVER IS GREATER. THE CONTRACTOR MUST USE, REFER TO, AND COMPLY WITH THE REQUIREMENTS OF THE APPLICABLE UTILITY NOTIFICATION SYSTEM TO LOCATE ALL THE UNDERGROUND UTILITIES. THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING ALL DAMAGE TO ANY EXISTING UTILITIES DURING CONSTRUCTION, AT NO COST TO THE OWNER. CONTRACTOR SHALL BEAR ALL COSTS ASSOCIATED WITH DAMAGE TO ANY EXISTING UTILITIES DURING CONSTRUCTION. 3. IT IS THE CONTRACTOR'S RESPONSIBILITY TO REVIEW ALL CONSTRUCTION CONTRACT DOCUMENTS INCLUDING, BUT NOT LIMITED TO, ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THE PROJECT WORK SCOPE PRIOR TO THE INITIATION AND COMMENCEMENT OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT AND /OR DISCREPANCY BETWEEN THE DOCUMENTS RELATIVE TO THE SPECIFICATIONS OR RELA TIVE OR APPLICABLE CODES REGULATIONS LAWS RULES STATUTES AND /OR ORDINANCES, IT IS THE CONTRACTOR'S S SOLE RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD, IN WRITING, OF SAID CONFLICT AND /OR DISCREPANCY PRIOR TO THE START OF CONSTRUCTION. CONTRACTOR'S FAILURE TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUTE CONTRACTOR'S FULL AND COMPLETE ACCEPTANCE OF ALL RESPONSIBILITY TO COMPLETE THE SCOPE OF WORK AS DEFINED BY THE DRAWINGS AND IN FULL COMPLIANCE WITH ALL FEDERAL, STATE AND LOCAL REGULATIONS, LAWS, STATUTES, ORDINANCES AND CODES AND, FURTHER, CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COSTS ASSOCIATED WITH SAME. 4. THE CONTRACTOR MUST LOCATE AND CLEARLY AND UNAMBIGUOUSLY DEFINE VERTICALLY AND HORIZONTALLY ALL ACTIVE AND INACTIVE UTILITY AND /OR SERVICE SYSTEMS THAT ARE TO BE REMOVED. THE CONTRACTOR IS RESPONSIBLE TO PROTECT AND MAINTAIN ALL ACTIVE AND INACTIVE SYSTEMS THAT ARE NOT BEING REMOVED /RELOCATED DURING SITE ACTIVITY. 5. THE CONTRACTOR MUST FAMILIARIZE ITSELF WITH THE APPLICABLE UTILITY SERVICE PROVIDER REQUIREMENTS AND IS RESPONSIBLE FOR ALL COORDINATION REGARDING UTILITY DEMOLITION AS IDENTIFIED OR REQUIRED FOR THE PROJECT. THE CONTRACTOR MUST PROVIDE THE OWNER WITH WRITTEN NOTIFICATION THAT THE EXISTING UTILITIES AND SERVICES HAVE BEEN TERMINATED AND ABANDONED IN ACCORDANCE WITH THE JURISDICTION AND UTILITY COMPANY REQUIREMENTS AND ALL OTHER APPLICABLE REQUIREMENTS, RULES, STATUTES, LAWS, ORDINANCES AND CODES. 6. THE CONTRACTOR MUST INSTALL ALL STORM SEWER AND SANITARY SEWER COMPONENTS WHICH FUNCTION BY GRAVITY PRIOR TO THE INSTALLATION OF ALL OTHER UTILITIES. 7. CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF SITE PLAN DOCUMENTS AND ARCHITECTURAL DESIGN FOR EXACT BUILDING UTILITY CONNECTION LOCATIONS, GREASE TRAP REQUIREMENTS /DETAILS, DOOR ACCESS, AND EXTERIOR GRADING. THE ARCHITECT WILL DETERMINE THE UTILITY SERVICE SIZES. THE CONTRACTOR MUST COORDINATE INSTALLATION OF UTILITIES /SERVICES WITH THE INDIVIDUAL COMPANIES, TO AVOID CONFLICTS AND TO ENSURE THAT PROPER DEPTHS ARE ACHIEVED. THE CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT INSTALLATION OF ALL IMPROVEMENTS COMPLIES WITH ALL UTILITY REQUIREMENTS WITH JURISDICTION AND /OR CONTROL OF THE SITE, AND ALL OTHER APPLICABLE REQUIREMENTS, RULES, STATUTES, LAWS, ORDINANCES AND CODES AND, FURTHER, IS RESPONSIBLE FOR COORDINATING THE UTILITY TIE - INS /CONNECTIONS PRIOR TO CONNECTING TO THE EXISTING UTILITY /SERVICE. WHERE A CONFLICT(S) EXISTS BETWEEN THESE SITE PLANS AND THE ARCHITECTURAL PLANS, OR WHERE ARCHITECTURAL PLAN UTILITY CONNECTION POINTS DIFFER, THE CONTRACTOR MUST IMMEDIATELY NOTIFY THE ENGINEER, IN WRITING, AND PRIOR TO CONSTRUCTION, RESOLVE SAME. 8. WATER SERVICE MATERIALS, BURIAL DEPTH, AND COVER REQUIREMENTS MUST BE SPECIFIED BY THE LOCAL UTILITY COMPANY. CONTRACTOR'S PRICE FOR WATER SERVICE MUST INCLUDE ALL FEES, COSTS AND APPURTENANCES REQUIRED BY THE UTILITY TO PROVIDE FULL AND COMPLETE WORKING SERVICE. CONTRACTOR MUST CONTACT THE APPLICABLE MUNICIPALITY TO CONFIRM THE PROPER WATER METER AND VAULT, PRIOR TO COMMENCING CONSTRUCTION. 9, ALL NEW UTILITIES /SERVICES, INCLUDING ELECTRIC, TELEPHONE, CABLE TV, ETC. ARE TO BE INSTALLED UNDERGROUND. ALL NEW UTILITIES /SERVICES MUST BE INSTALLED IN ACCORDANCE WITH THE UTILITY /SERVICE PROVIDER INSTALLATION SPECIFICATIONS AND STANDARDS. 10. SITE GRADING MUST BE PERFORMED IN ACCORDANCE WITH THESE PLANS AND SPECIFICATIONS AND THE RECOMMENDATIONS SET FORTH IN THE GEOTECHNICAL REPORT REFERENCED IN THIS PLAN SET. THE CONTRACTOR IS RESPONSIBLE FOR REMOVING AND REPLACING UNSUITABLE MATERIALS WITH SUITABLE MATERIALS AS SPECIFIED IN THE GEOTECHNICAL REPORT. ALL EXCAVATED OR FILLED AREAS MUST BE COMPACTED AS OUTLINED IN THE GEOTECHNICAL REPORT. MOISTURE CONTENT AT TIME OF PLACEMENT MUST BE SUBMITTED IN A COMPACTION REPORT PREPARED BY A QUALIFIED GEOTECHNICAL ENGINEER, REGISTERED WITH THE STATE WHERE THE WORK IS PERFORMED, VERIFYING THAT ALL FILLED AREAS AND SUBGRADE AREAS WITHIN THE BUILDING PAD AREA AND AREAS TO BE PAVED HAVE BEEN COMPACTED IN ACCORDANCE WITH THESE PLANS, SPECIFICATIONS AND THE RECOMMENDATIONS SET FORTH IN THE GEOTECHNICAL REPORT AND ALL APPLICABLE REQUIREMENTS, RULES, STATUTES, LAWS, ORDINANCES AND CODES. SUBBASE MATERIAL FOR SIDEWALKS, CURB, OR ASPHALT MUST BE FREE OF ORGANICS AND OTHER UNSUITABLE MATERIALS. SHOULD SUBBASE BE DEEMED UNSUITABLE BY OWNER /DEVELOPER, OR OWNER /DEVELOPER'S REPRESENTATIVE, SUBBASE IS TO BE REMOVED AND FILLED WITH APPROVED FILL MATERIAL COMPACTED AS DIRECTED BY THE GEOTECHNICAL REPORT. EARTHWORK ACTIVITIES INCLUDING, BUT NOT LIMITED TO, EXCAVATION, BACKFILL, AND COMPACTING MUST COMPLY WITH THE RECOMMENDATIONS IN THE GEOTECHNICAL REPORT AND ALL APPLICABLE REQUIREMENTS, RULES, STATUTES, LAWS, ORDINANCES AND CODES. EARTHWORK ACTIVITIES MUST COMPLY WITH THE STANDARD STATE DOT SPECIFICATIONS FOR ROADWAY CONSTRUCTION (LATEST EDITION) AND ANY AMENDMENTS OR REVISIONS THERETO. 11. ALL FILL, COMPACTION, AND BACKFILL MATERIALS REQUIRED FOR UTILITY INSTALLATION MUST BE AS PER THE RECOMMENDATIONS PROVIDED IN THE GEOTECHNICAL REPORT AND MUST BE COORDINATED WITH THE APPLICABLE UTILITY COMPANY SPECIFICATIONS. WHEN THE PROJECT DOES NOT HAVE GEOTECHNICAL RECOMMENDATIONS, FILL AND COMPACTION MUST, AT A MINIMUM, COMPLY WITH THE STATE DOT REQUIREMENTS AND SPECIFICATIONS AND CONSULTANT SHALL HAVE NO LIABILITY OR RESPONSIBILITY FOR OR AS RELATED TO FILL, COMPACTION AND BACKFILL. FURTHER, CONTRACTOR IS FULLY RESPONSIBLE FOR EARTHWORK BALANCE. 12. THE CONTRACTOR MUST COMPLY, TO THE FULLEST EXTENT, WITH THE LATEST OSHA STANDARDS AND REGULATIONS, AND /OR ANY OTHER AGENCY WITH JURISDICTION FOR EXCAVATION AND TRENCHING PROCEDURES. THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE "MEANS AND METHODS" REQUIRED TO MEET THE INTENT AND PERFORMANCE CRITERIA OF OSHA, AS WELL AS ANY OTHER ENTITY THAT HAS JURISDICTION FOR EXCAVATION AND /OR TRENCHING PROCEDURES AND CONSULTANT SHALL HAVE NO RESPONSIBILITY FOR OR AS RELATED FOR OR AS RELATED TO EXCAVATION AND TRENCHING PROCEDURES. 13. PAVEMENT MUST BE SAW CUT IN STRAIGHT LINES, AND EXCEPT FOR EDGE OF BUTT JOINTS, MUST EXTEND TO THE FULL DEPTH OF THE EXISTING PAVEMENT. ALL DEBRIS FROM REMOVAL OPERATIONS MUST BE REMOVED FROM THE SITE AT THE TIME OF EXCAVATION. STOCKPILING OF DEBRIS WILL NOT BE PERMITTED. 14. THE TOPS OF EXISTING MANHOLES, INLET STRUCTURES, AND SANITARY CLEANOUT TOPS MUST BE ADJUSTED, AS NECESSARY, TO MATCH PROPOSED GRADES IN ACCORDANCE WITH ALL APPLICABLE STANDARDS, REQUIREMENTS, RULES, STATUTES, LAWS, ORDINANCES AND CODES. 15. DURING THE INSTALLATION OF SANITARY SEWER, STORM SEWER, AND ALL UTILITIES, THE CONTRACTOR MUST MAINTAIN A CONTEMPORANEOUS AND THOROUGH RECORD OF CONSTRUCTION TO IDENTIFY THE AS- INSTALLED LOCATIONS OF ALL UNDERGROUND INFRASTRUCTURE. THE CONTRACTOR MUST CAREFULLY NOTE ANY INSTALLATIONS THAT DEVIATE FROM THE INFORMATION CONTAINED IN THE UTILITY PLAN. THIS RECORD MUST BE KEPT ON A CLEAN COPY OF THE SITE PLAN, WHICH CONTRACTOR MUST PROMPTLY PROVIDE TO THE OWNER AT THE COMPLETION OF WORK. 16. WHEN THE SITE IMPROVEMENT PLANS INVOLVE MULTIPLE BUILDINGS, SOME OF WHICH MAY BE BUILT AT A LATER DATE, THE CONTRACTOR MUST EXTEND ALL LINES, INCLUDING BUT NOT LIMITED TO STORM SEWER, SANITARY SEWER, UTILITIES, AND IRRIGATION LINE, TO A POINT AT LEAST FIVE (5) FEET BEYOND THE PAVED AREAS FOR WHICH THE CONTRACTOR IS RESPONSIBLE. CONTRACTOR MUST CAP ENDS AS APPROPRIATE, MARK LOCATIONS WITH A 2X4, AND MUST NOTE THE LOCATION OF ALL OF THE ABOVE ON A CLEAN COPY OF THE SITE PLAN, WHICH CONTRACTOR MUST PROMPTLY PROVIDE TO THE OWNER UPON COMPLETION OF THE WORK. 17. THE CONTRACTOR IS FULLY RESPONSIBLE FOR VERIFICATION OF EXISTING TOPOGRAPHIC INFORMATION AND UTILITY INVERT ELEVATIONS PRIOR TO COMMENCING ANY CONSTRUCTION. CONTRACTOR MUST CONFIRM AND ENSURE 0.75% MINIMUM SLOPE AGAINST ALL ISLANDS, GUTTERS, AND CURBS; 1.0% ON ALL CONCRETE SURFACES; AND 1.5% MINIMUM ON ASPHALT (EXCEPT WHERE ADA REQUIREMENTS LIMIT GRADES), TO PREVENT PONDING. CONTRACTOR MUST IMMEDIATELY IDENTIFY, IN WRITING TO THE ENGINEER, ANY DISCREPANCIES THAT MAY OR COULD AFFECT THE PUBLIC SAFETY, HEALTH OR GENERAL WELFARE, OR PROJECT COST. IF CONTRACTOR PROCEEDS WITH CONSTRUCTION WITHOUT PROVIDING PROPER NOTIFICATION, MUST BE AT THE CONTRACTOR'S OWN RISK AND, FURTHER, CONTRACTOR SHALL INDEMNIFY, DEFEND AND HOLD HARMLESS THE DESIGN ENGINEER FOR ANY DAMAGES, COSTS, INJURIES, ATTORNEY'S FEES AND THE LIKE WHICH RESULT FROM SAME. 18. PROPOSED TOP OF CURB ELEVATIONS ARE GENERALLY 6" ABOVE EXISTING LOCAL ASPHALT GRADE UNLESS OTHERWISE NOTED. FIELD ADJUST TO CREATE A MINIMUM OF 0.75% GUTTER GRADE ALONG CURB FACE. IT IS CONTRACTOR'S OBLIGATION TO ENSURE THAT DESIGN ENGINEER APPROVES FINAL CURBING CUT SHEETS PRIOR TO INSTALLATION OF SAME. 19. REFER TO SITE PLAN FOR ADDITIONAL NOTES 20. IN THE EVENT OF DISCREPANCIES AND /OR CONFLICTS BETWEEN PLANS OR RELATIVE TO OTHER PLANS, THE SITE PLAN WILL TAKE PRECEDENCE AND CONTROL. CONTRACTOR MUST IMMEDIATELY NOTIFY THE DESIGN ENGINEER, IN WRITING, OF ANY DISCREPANCIES AND /OR CONFLICTS. 21. CONTRACTOR MUST REQUIRED TO SECURE ALL NECESSARY AND /OR REQUIRED PERMITS AND APPROVALS FOR ALL OFF SITE MATERIAL SOURCES AND DISPOSAL FACILITIES. CONTRACTOR MUST SUPPLY A COPY OF APPROVALS TO ENGINEER AND OWNER PRIOR TO INITIATING WORK ANY WORK. 22, WHERE RETAINING WALLS (WHETHER OR NOT THEY MEET THE JURISDICTIONAL DEFINITION) ARE IDENTIFIED ON PLANS, ELEVATIONS IDENTIFIED ARE FOR THE EXPOSED PORTION OF THE WALL. WALL FOOTINGS /FOUNDATION ELEVATIONS ARE NOT IDENTIFIED HEREIN AND ARE TO BE SET /DETERMINED BY THE CONTRACTOR BASED ON FINAL STRUCTURAL DESIGN SHOP DRAWINGS PREPARED BY THE APPROPRIATE PROFESSIONAL LICENSED IN THE STATE WHERE THE CONSTRUCTION OCCURS. 23. STORM DRAINAGE PIPE: UNLESS INDICATED OTHERWISE, ALL STORM SEWER PIPE MUST BE REINFORCED CONCRETE PIPE (RCP) CLASS III WITH SILT TIGHT JOINTS. WHEN HIGH - DENSITY POLYETHYLENE PIPE (HDPE) IS CALLED FOR ON THE PLANS, IT MUST CONFORM TO AASHTO M294 AND TYPE S (SMOOTH INTERIOR WITH ANGULAR CORRUGATIONS) WITH GASKET FOR SILT TIGHT JOINT. PVC PIPE FOR ROOF DRAIN CONNECTION MUST BE SDR 26 OR SCHEDULE 40 UNLESS INDICATED OTHERWISE. 24. SANITARY SEWER PIPE MUST BE POLYVINYL CHLORIDE (PVC) SDR 35 EXCEPT WHERE INDICATED OTHERWISE. SANITARY LATERAL MUST BE PVC SCHEDULE 40 OR PVC SDR 26 UNLESS INDICATED, IN WRITING, OTHERWISE. 25. STORM AND SANITARY SEWER PIPE LENGTHS INDICATED ARE NOMINAL AND MEASURED CENTER OF INLET AND /OR MANHOLES STRUCTURE TO CENTER OF STRUCTURE. 26. STORMWATER ROOF DRAIN LOCATIONS ARE BASED ON PRELIMINARY ARCHITECTURAL PLANS. CONTRACTOR IS RESP ON SIBLE TO AND FOR LOCATIONS OF SAME BASED ON FINAL ARCHITECTURAL P LANS. 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 CONSTRUCTED OF DUCTILE IRON PIPE USING MECHANICAL OR SLIP -ON JOINTS FOR A DISTANCE OF AT LEAST 10 FEET ON EITHER SIDE OF THE CROSSING. IN ADDITION, ONE FULL LENGTH OF SEWER PIPE SHOULD BE LOCATED SO BOTH JOINTS WILL BE AS FAR FROM THE WATER LINE AS POSSIBLE. WHERE A WATER MAIN CROSSES UNDER A SEWER, ADEQUATE STRUCTURAL SUPPORT FOR THE SEWER MUST BE PROVIDED. 28. WATER MAIN PIPING MUST BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS REMENTS AND SPECIFICATIONS OF THE LOCAL WATER PURVEYOR. IN THE ABSENCE OF SUCH REQUIREMENTS, WATER MAIN PIPING MUST BE CEMENT -LINED DUCTILE IRON (DIP) MINIMUM CLASS 52 THICKNESS. ALL PIPE AND APPURTENANCES MUST COMPLY WITH THE APPLICABLE AWWA STANDARDS IN EFFECT AT THE TIME OF APPLICATION. 29. CONTRACTOR MUST ENSURE THAT ALL UTILITY TRENCHES LOCATED IN EXISTING PAVED ROADWAYS INCLUDING SEWER, WATER AND STORM SYSTEMS, MUST BE REPAIRED IN ACCORDANCE WITH REFERENCED MUNICIPAL, COUNTY AND /OR VDOT DETAILS AS APPLICABLE. CONTRACTOR MUST COORDINATE INSPECTION AND APPROVAL OF COMPLETED WORK WITH THE AGENCY WITH JURISDICTION OVER SAME. 30. WHERE BASEMENTS ARE TO BE PROVIDED FOR PROPOSED DWELLING UNITS, THE DEVELOPER SHALL, BY BORING OR BY TEST PIT, DETERMINE THE DEPTH TO GROUNDWATER AT THE LOCATION OF THE PROPOSED DWELLINGS. WHERE GROUNDWATER IS ENCOUNTERED IN THE BASEMENT AREA, BASEMENTS WILL NOT BE INSTALLED UNLESS SPECIAL CONSTRUCTION METHODS ARE UTILIZED, TO BE REVIEWED AND APPROVED BY THE MUNICIPAL CONSTRUCTION CODE OFFICIAL. IF AND WHERE SUMP PUMPS ARE INSTALLED, ALL DISCHARGES MUST BE CONNECTED TO THE STORM SEWER. A CLEANOUT MUST BE PROVIDED PRIOR TO THE CONNECTION TO THE STORM DRAIN IN ORDER THAT BLOCKAGES CAN BE ADDRESSED. 31. FOR SINGLE AND TWO- FAMILY RESIDENTIAL PROJECTS, WHERE THE PROPOSED DWELLING AND ADJACENT SPOT ELEVATION(S) ARE SCHEMATIC FOR GENERIC BUILDING FOOTPRINT, GRADES MUST BE ADJUSTED BASED ON FINAL ARCHITECTURAL PLANS TO PROVIDE A MINIMUM OF SIX (6) INCHES BELOW TOP OF BLOCK AND /OR SIX (6) INCHES BELOW SIDING, WHICHEVER IS LOWEST, AND MUST PROVIDE POSITIVE DRAINAGE (2% MIN.) AWAY FROM DWELLING. ALL CONSTRUCTION, INCLUDING GRADING, MUST COMPLY WITH THE LATEST LOCAL AND STATE BUILDING CODE AND ALL OTHER APPLICABLE REQUIREMENTS, RULES, STATUTES, LAWS, ORDINANCES AND CODES. 32. LOCATION OF PROPOSED UTILITY POLE RELOCATION IS AT THE SOLE DISCRETION OF UTILITY COMPANY. 33. CONSULTANT IS NEITHER LIABLE NOR RESPONSIBLE FOR ANY SUBSURFACE CONDITIONS AND FURTHER, SHALL HAVE NO LIABILITY FOR ANY HAZARDOUS MATERIALS, HAZARDOUS SUBSTANCES, OR POLLUTANTS ON, ABOUT OR UNDER THE PROPERTY. Ep_,� w � �m4W �W z 0`' �z W LL of joa ° > z LLB 2 °2 O°a �W gZzZ¢w iL 0 J W J ° U) w�I -g af r r a o a a. ' r a i x z : o y 0 ♦ <aw 0 Zz 7-QOLLw =)mzaz O -1 Oxw U)aKOO ♦ ** *♦ REVISIONS REV DATE x BY E� W PER COUNTY COMMENTS DRH u� H W u 9 -, w % ,e Q Z ® z a� V W " a a; a i 1 W E -) X Q a � Q P. ® X � � a � z Q W REVISIONS REV DATE COMMENT BY 1 5/15/14 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: CBC CHECKED BY: MDD DATE: 04/15/14 SCALE: N/A CAD I. D.: SD1 PROJECT: BUFFER MITIGATION PLAN FOR 5TH H STIREET STATION LOCATION OF SITE NORTH OF 1 -64 BETWEEN 5TH STREET AND AVON STREET EXTENDED SCOTTSVILLE MAGISTERIAL ALBEMARLE COUNTY, VA M: • ENGINEERIVG 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540) 349 -4500 Fax: (540) 349 -0321 www.BohlerEngineering.com , v DANIEL R. HINES 'p '.p Lic. No. 043176 � �,� 05/15/14 ��' C S1, N . SHEET TITLE C�E�ER NOTES SHEET NUMBER: 2A SURVEY STRUCTURE INFORMATION SANITARY SEWER MANHOLES: STORM STRUCTURE SCHEDULE: (ASSUME ALL R.W.S.A. ON MAIN S 25 045'15" E 45.00' INTERCEPTORS ALONG MOORES CREEK #1 ES -1, 15" RCP AND BISCUIT RUN; A. C. S, A. ELSEWHERE.) 70.94' INV = 377.20' #1 TOP = 383.89' #2 DI -3C (OLD), L = 8' 61.33' IN = 378.0' S 50 040'106" E TOP = 381.52' L7 OUT = 3777 71,97' IN = 3777 S 13 °14'20" E 89.00' L9 OUT = 377.6' #2 TOP = 376.02' S 52 °19'19" E 134.66' L11 IN = 368.2' #3 DI -313, L = 8' S 31047'38" E OUT = 368.1' L13 TOP = 381.14' 88.07' L14 S 13 044'20" E OUT = 378.1' #3 TOP = 379.53' 97.16' L16 S 63 048'17" E IN = 370.1' #4 ES -1, 15" RCP 148.05' OUT = 369.8' S 60 047'53" E INV = 376.55' #4 TOP = 378.21' #5 DI -3B, L = 8' S 49 °49'34" E IN = 371.7' L21 TOP = 383.23' 65.11' OUT = 371.7' S 87 023'59" E OUT = 377.8' MOORES CREEK SS INTERCEPTOR (UPPER): #6 ES -1, 42" RCP #5 TOP = 372.56' L25 INV = 375.03' 65.58' IN = 362.2' N 52 °4013" E 36.90' CUBIC FEET OUT = 362.0' #7 VAULT MANHOLE TRAFFIC LIGHT i CL TOP = 385.65' #6 TOP = 373.65' O 127" IN = 380.1' O IN = 363.4' CORRUGATED METAL PIPE 2 -24" INS (FROM 8) = 376.8' SANITARY SEWER OUT = 363.3' CONNECTION OUT = 376.5' #7 TOP = 385.05' #8 HEADWALL, L = 11' CONC IN (FROM 7A) = 365.9' STA TOP = 380.55' z IN (FROM 8) = 364.1' INV (SO.) = 377.44' CORRUGATED PLASTIC PIPE OUT = 364.0' STORM INV (NO.) = 377.52' #7A (A.C.S.A.) TOP = 384.49' #9 15" HDPE OUTFALL CUBIC YARDS 2" IN = 373.8' SIDEWALK INV = 376.46' PARKING COUNTS 8" DROP? IN (FROM SO.) = 370.0' DEC DECORATIVE TBR 8" IN (FROM NO.) = 368.9' #10 DI -1 DEPRESSED OUT = 368.8' TO BE RELOCATED TOP = 383.55' DUCTILE IRON PIPE TC TOP OF CURB OUT = 3777 #8 TOP = 375.21' DOM DOMESTIC TELE 6" IN = 366.2' #11 15" HDPE OUTFALL C516.00 30" IN = 364.8' INV = 373.16' ELECTRIC OUT = 364.7' TREE PROTECTION FENCE ELEV ELEVATION #12 DI -1 #9 TOP = 372.99' SAN # TOP = 382.25' EDGE OF PAVEMENT 6" IN = 367.7' TYPICAL OUT = 373.9' STORM LABEL 30" IN = 365.0' ES EDGE OF SHOULDER UG OUT = 365.0' #13 15" RCP OUTFALL eL EW INV = 364.94' #10 TOP = 374.88' ry UNDERGROUND WATER LINE W 28" IN FROM #13 = 365.7' #14 DI -7 STANDPIPE WIDE 30" IN FROM #11 = 365.6' UNDERGROUND ELECTRIC LINE TOP = 373.48' FES OUT = 365.6' W/L OUT = 370.5' #11 TOP = 376.05' #15 15" RCP OUTFALL FINISHED FLOOR 127" IN FROM STUB? = 3667 WATER METER INV = 373.82' OVERHEAD WIRE 30" IN FROM #12 = 365.9' FH FIRE HYDRANT ± OUT = 365.8' #16 DI -3B, L = 10' DEGREE T TOP = 383.88' #12 TOP = 379.74' GRADE IN = 379.8' DIAMETER 8" IN = 370.5' UNDERGROUND CABLE LINE OUT = 379.7' GF 4 "IN= 371.4' # NUMBER 30" IN = 366.7' #17 ES -1, 15" RCP GH OUT = 3667 INV = 374.92' BISCUIT RUN SS INTERCEPTOR (TO #10): #18 DI -3A #13 TOP = 375.12' HYDRANT TOP = 385.23' GRT IN = 366.0' 1 �J IN = 379.9' / ©� � 1\G OUT = 365.9' GATE VALVE OUT = 377.4' #14 TOP = 375.32' #19 ES -1, 15" RCP HP IN = ?' WM 0 INV = 373.52' OUT = ?' HORIZONTAL WV WATER VALVE "(LOCKED SHUT & BROKEN) #20 DI -3A GAS VALVE TOP = 387.81' #15 TOP = 376.70' GAS METER IN = 380.5' INV IN = 367.6' LF OUT = 375.5' (VENT = 375.0') �] LOC LIMITS OF CLEARING OUT = 367.4' #21A 4" PVC OUTFALL HEADWALL OR ENDWALL OR INV = 363.77' MOORES CREEK SS INTERCEPTOR (LOWER): YARD INLET #16 TOP = 371.53' #21B 4" PVC OUTFALL LP IN = 361.0' ' INV = 363.54' � lr J OUT = 3607 LANDSCAPE O CLEAN OUT O #22 ES -1, 24" RCP #17 TOP = 370.32' O INV = 363.84' MINIMUM IN = 359.9' TELEPHONE MANHOLE O MH OUT = 359.6' #23 DI -12C, L = 4' E6 ELECTRIC BOX FE-B] TOP = 377.92' #18 TOP = 370.23' ELECTRIC PEDESTAL OUT = 365.6' PA 30" IN = 359.4' PC POINT CURVATURE 87" IN (FROM NO.) = 361.5' #24 15" CMP OUTFALL MONITORING WELL 87" STUB IN (FROM SO.) = 361.2' INV = 368.49' Y OUT = 359.3' POINT OF INTERSECTION BENCHMARK #25 15" CMP #19 TOP = 370.02' INV = 369.07' IN = 358.6' OUT = 3584 #26 15" CMP OUTFALL INV = 369.66' #20 TOP = 368.86' 30" IN = 357.0' #27 15" CMP 15" STUB IN = 358.3' INV = 369.75' OUT = 357.0' #28 12" CMP OUTFALL #21 TOP = 366.63' INV = 374.92' 30" IN = 356.2' 8" IN = 361.6' #29 12" CMP 8" DROP? IN = 357.6' INV = 375' OUT = 355.7' #22 TOP = 365.18' IN = 354.7' OUT = 354.2' SURVEY D'OT'ES VDOT GENERAL NOTES REVISED 3/28/13 1. THESE PLANS WERE PREPARED IN ACCORDANCE WITH THE REQUIREMENTS OF: VDOT SECONDARY STREET ACCEPTANCE REQUIREMENTS (SSAR 24VAC -30 -92 EFFECTIVE MARCH 9, 2009 AND VDOT ROAD DESIGN MANUAL APPENDIX SCHEMATIC STREET LAYOUT AND COMPUTATIONS OF CONNECTIVITY INDEX ARE PROVIDED WITH THESE PLANS PER 24VAC30- 92 -60. 2. METHODS AND MATERIALS USED SHALL CONFORM TO CURRENT COUNTY /TOWN AND VDOT STANDARDS AND SPECIFICATIONS. 3. ALL UTILITIES, INCLUDING ALL POLES, ARE TO BE RELOCATED AT THE DEVELOPER'S EXPENSE, PRIOR TO CONSTRUCTION. 4. OPEN CUTTING OF PAVED OR SURFACE TREATED ROADS IS NOT PERMITTED. ALL UTILITIES WHICH WILL BE PLACED UNDER EXISTING STREETS ARE TO BE BORED OR JACKED. ANY EXCEPTIONS, DUE TO EXTENUATING CIRCUMSTANCES, ARE TO BE ADDRESSED AT THE PERMIT STAGE. 5. ANY TYPE OF REVERSE CURB (SPILL CURB, CG -6R, ETC.) AND TRANSITION TO THESE CURBS SHALL NOT BE USED WITH THE PUBLIC RIGHT OF WAY. 6. THE DEVELOPER IS RESPONSIBLE FOR ANY DAMAGE TO EXISTING ROADS AND UTILITIES WHICH OCCUR AS A RESULT OF PROJECT CONSTRUCTION WITHIN OR CONTIGUOUS TO EXISTING RIGHT OF WAY. 7. A SMOOTH GRADE SHALL BE MAINTAINED FROM THE CENTERLINE OF THE EXISTING ROAD TO THE PROPOSED EDGE OF PAVEMENT TO PRECLUDE THE FORMING OF FALSE GUTTERS AND /OR THE PONDING OF ANY WATER IN THE ROADWAY. 8, STANDARD GUARDRAILS AND /OR HANDRAILS SHALL BE INSTALLED AT HAZARDOU ;� LOCATIONS AS DESIGNATED DURING FIELD REVIEW BY THE COUNTY /TOWN INSPECTOR OR VDOT. 9. THE DEVELOPER IS RESPONSIBLE FOR ALL TRAFFIC CONTROL. THE DEVELOPER SHALL SUBMIT A SIGNING, STRIPING AND /OR SIGNALIZATION PLAN TO THE VDOT LAND DEVELOPMENT SECTION A MINIMUM OF THIRTY DAYS PRIOR TO PERMIT APPLICATION. THE DEVELOPER SHALL NOT COMMENCE CONSTRUCTION OF ANY PAVEMENT COURSE WITHOUT AN APPROVED STRIPING PLAN. 10. PAVEMENT DESIGN IS BASED ON AN ASSUMED CBR VALUE OF 10 (USE CBR VALUE OF 6 IN LOUDOUN CO). SOIL TESTS OF SUBGRADE MUST BE SUBMITTED FOR ACTUAL DETERMINATION OF REQUIRED THICKNESS OF THE PAVEMENT INCLUDING LAYERS OF ASPHALT AND SUBBASE PRIOR TO SUBBASE PLACEMENT. 11. ALL UNTREATED AGGREGATE USED IN BASE OR SUBBASE COURSES SHALL BE 21 B, EXCEPT ON ROADS WITH ADT OF 1000 VPD OR LESS, WHERE 21A AGGREGATE MAY BE USED. WHEN 21B AGGREGATE IS USED, UD-4 UNDERDRAINS MUST BE PROVIDED. 12. A 4" (MIN.) LAYER OF STONE IS REQUIRED BENEATH CURB AND GUTTER (MAY BE SHOWN ON TYPICAL SECTION IN LIEU OF A NOTE). 13. ADDITIONAL DITCH LININGS OR SILTATION AND EROSION CONTROL MEASURES SHALL BE PROVIDED, AT THE DEVELOPER'S EXPENSE, AS DETERMINED NECESSARY BY VDOT AND /OR THE COUNTY /TOWN DURING FIELD REVIEW. ALL COSTS SHALL BE ASSUMED BY THE DEVELOPER. 14. THE ENTIRE SURFACE OF THE ROADWAY (OLD AND NEW PORTIONS) SHALL BE OVERLAID AND RE- STRIPED AS REQUIRED BY VDOT PERSONNEL. OVERLAY OF EXISTING PAVEMENT SHALL BE MINIMUM OF 1.25" DEPTH; ANY COSTS ASSOCIATED WITH PAVEMENT OVERLAY, OR THE MILLING OF EXISTING PAVEMENT TO OBTAIN REQUIRED DEPTH, SHALL BE ASSUMED BY THE DEVELOPER. 15. DEVELOPER IS RESPONSIBLE FOR DESIGN AND CONSTRUCTION OF ANY TRAFFIC SIGNAL INSTALLATION OR MODIFICATION WHICH WILL BE NECESSARY AS A RESULT OF DEVELOPMENT OF THIS SITE. 16. ALL RIGHT OF WAY DEDICATED TO PUBLIC USE SHALL BE CLEAR AND UNENCUMBERED. 17. THE COUNTY /TOWN SHALL OBTAIN A PERMIT FOR ALL SIDEWALKS WITHIN THE RIGHT OF WAY THAT DO NOT QUALIFY FOR VDOT MAINTENANCE. 18. TRAFFIC CONTROL DEVICES OR ADVISORY SIGNS, SUCH AS MULTIWAY STOPS, SPEED LIMITS, WATCH FOR CHILDREN, PEDESTRIAN TRAFFIC ETC., SHALL NOT BE INSTALLED UNLESS SPECIFICALLY SHOWN ON THESE PLANS OR A VDOT APPROVED PLAN REVISION. SPEED STUDY CERTIFIED BY PROFESSIONAL ENGINEER SHOULD BE SUBMITTED FOR VDOT APPROVAL PRIOR TO THE STREET ACCEPTANCE FOR ANY ROAD TO BE POSTED OTHER THAN THE STATUTORY SPEED LIMIT. SHOULD UNAPPROVED SIGNS BE NOTED AT THE TIME OF VDOT INSPECTION, THE ROAD ACCEPTANCE PROCESS SHALL BE TERMINATED IMMEDIATELY AND NOT RECOMMENCED UNTIL A DETERMINATION IS MADE REGARDING THE APPROVAL OF ANY ADDITIONAL SIGNS. IMMEDIATE REMOVAL OF SUCH SIGNS SHALL NOT NEGATE THE NEED FOR THE SUBMISSION OF A REVISION. 19. LANDSCAPING AND IRRIGATION SYSTEMS SHALL NOT BE INSTALLED WITHIN THE PUBLIC RIGHT OF WAY EXCEPT AS SHOWN ON THESE PLANS OR A VDOT APPROVED REVISION. 20. BEGINNING JULY 1, 2009 ALL LAND USE PERMIT APPLICATIONS ARE REQUIRED TO PROVIDE AT LEAST ONE (1) PERSON WHO, AT MINIMUM, IS VERIFIED BY VDOT IN BASIC WORK ZONE TRAFFIC CONTROL FOR ALL PERMITTED ACTIVITIES WITHIN STATE MAINTAINED RIGHT OF WAY WHICH INVOLVES INSTALLING, MAINTAINING, OR REMOVING WORK ZONE TRAFFIC CONTROL DEVICES. THIS PERSON SHALL BE RESPONSIBLE FOR THE PLACEMENT, MAINTENANCE AND REMOVAL OF ALL WORK ZONE TRAFFIC CONTROL DEVICES. LIME TABLE, NUMBER DIRECTION DISTANCE L1 S 25 045'15" E 45.00' L2 N 56 052'33" E 56.84' L3 N 73 °44'05" E 70.94' L4 S 85 045'33" E 141.07' L5 S 72 °33'39" E 61.33' L6 S 50 040'106" E 64.27' L7 S 35 °27'54" E 71,97' L8 S 13 °14'20" 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 31047'38" 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 °36'05" E 107.58' L20 S 49 °49'34" E 72.30' L21 S 41 013'10" 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' L26 N 52 °4013" E 36.90' 1. SURVEY PREPARED FOR: 5TH STREET STATION, LLC. 2. HORIZONTAL DATUM: VIRGINIA GRID NORTH (NAD -83), SOUTH ZONE VERTICAL: NORTH AMERICAN VERTICAL DATUM 1988 (NAVD 88) 3. THE LOCATIONS OF UNDERGROUND UTILITIES, AND ANY EASEMENTS OVER THEM, ARE SHOWN IN AN APPROXIMATE WAY ONLY. NO DIGGING, TEST BORING, OR UNDERGROUND INVESTIGATION OF UTILITIES WAS PERFORMED. LACKING PRECISE LOCATIONS OF THE UNDERGROUND UTILITIES THIS SURVEYOR CANNOT CERTIFY TO ANY ENCROACHMENTS, OR LACK THEREOF, INTO EASEMENTS THAT ARE CENTERED ON UNDERGROUND UTILITIES AND ARE NOT OTHERWISE REFERENCED TO SURFACE FEATURES OR PROPERTY LINES. 4. AERIAL TOPOGRAPHY PREPARED BY: VIRGINIA RESOURCE MAPPING 210 N 21ST, UNIT A PURCELLVILLE, VA 20132 PHOTOGRAPHY DATE: DECEMBER 2002 5. OVERLAP AREA CONTAINING 1,250 SQ. FT. AND SHOWN AS BEING A PORTION OF PARCEL 2A ON A PLAT OF HUFFMAN - FOSTER & ASSOCIATES AND RECORDED IN CO. D.B. 464, PG. 45 AND ALSO SHOWN AS BEING A PORTION OF THE PROPERTY ON A PLAT OF O. R. RANDOLPH RECORDED IN CO. D.B. 257, PG. 47, PLAT. 6. BOUNDARY SURVEYS PERFORMED IN JANUARY 2003 AND FIELD VERIFIED IN AUGUST 2012. UTILITY SURVEYS PERFORMED IN AUGUST 2003 AND APRIL 2013. GENERAL NOTE: IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THIS PROJECT NORK 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 II` FULI CONFORMANCE WITH LOCAL REGULATIONS AND CODES. NUMBER DIRECTION DISTANCE L27 N 63 °47'21" E 103.27' L28 N 48 051'09" E 117.87' L29 N 72 °21'31" E 40.36' L30 N 62 °10'58" E 62.92' L31 N 34 023'58" E 40.98' L32 N 59 024'00" E 43.08' L33 N 45 °01'13" E 68.60' L34 N 75 °43'43" E 25.27' L35 S 67 014'58" E 54.07' L36 S 80 °20'49" 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 51034'57" E 90.10' L41 N 29 055'52" 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 °51'49" 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 °39'54" E 20.00' L51 N W57'32" E 88.99' L52 N 67 °17'05" E j 19.76' ALBEMARLE COUNTY ENGINEERING GENERAL 'CONST'RUCT'ION NOTES FOR SITE FLANS 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT -OF -WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 2. ALL PAVING, DRAINAGE RELATED MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL:VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED. 5. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE ALBEMARLE COUNTY DIRECTOR OF ENGINEERING, OR THE DIRECTORS DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 6. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL 7. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS 111. 8. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). GENERAL CONSTRUCTION NOTES FOR ST'REET'S (THIS LIST IS IN ADDITION To THE GENERAL Ik-.k i , N 7 J1 Jm a k- - 1 1 1U i'N l\N ki 11 JB IO 1. ALL MATERIALS AND CONSTRUCTION MUST BE TESTED AND DOCUMENTED ACCORDING TO VDOT STANDARDS AND SPECIFICATIONS. 2. SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WITHIN THE PUBLIC RIGHT -OF -WAY OR WITHIN EASEMENTS PRIOR TO ACCEPTANCE. ALL DRAINAGE OUTFALL EASEMENTS ARE TO BE EXTENDED TO A BOUNDARY LINE OR A NATURAL WATERCOURSE. 3. GUARDRAIL LOCATIONS ARE APPROXIMATE. EXACT LENGTH, LOCATION AND APPROPRIATE END TREATMENTS WILL BE FIELD VERIFIED AT THE TIME OF CONSTRUCTION. ADDITIONAL GUARDRAIL MAY BE REQUIRED AT LOCATIONS NOT SHOWN WHEN, IN THE OPINION OF VDOT (FOR PUBLIC ROADS) OR THE COUNTY ENGINEER (FOR PRIVATE ROADS), OR DESIGNEE, IT IS DEEMED NECESSARY. WHEN GUARDRAIL IS REQUIRED, IT SHALL BE INSTALLED FOUR (4) FEET OFFSET FROM THE EDGE OF PAVEMENT TO THE FACE OF GUARDRAIL, AND ROADWAY SHOULDER WIDTHS SHALL BE INCREASED TO SEVEN (7) FEET. 4. WHERE URBAN CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT CG -9(A„ B OR C). 5. WHERE RURAL CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT STANDARD PE -1. 6. COMPLIANCE WITH THE MINIMUM PAVEMENT WIDTH, SHOULDER WIDTH AND DITCH SECTIONS, AS SHOWN ON THE TYPICAL PAVEMENT SECTION DETAIL, SHALL BE STRICTLY ADHERED TO. 7. ROAD PLAN APPROVAL FOR SUBDIVISIONS IS SUBJECT TO FINAL SUBDIVISION PLAT VALIDATION. SHOULD THE FINAL PLAT FOR THIS PROJECT EXPIRE PRIOR TO SIGNING AND RECORDATION, THEN APPROVAL OF THESE PLANS SHALL BE NULL AND VOID. 8. ALL SIGNS OR OTHER REGULATORY DEVICES SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES AND THE ALBEMARLE COUNTY ROAD NAMING AND PROPERTY NUMBERING ORDINANCE AND MANUAL. 9. TRAFFIC CONTROL OR OTHER REGULATORY SIGNS OR BARRICADES SHALL BE INSTALLED BY THE DEVELOPER WHEN, IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, THEY ARE DEEMED NECESSARY IN ORDER TO PROVIDE SAFE AND CONVENIENT ACCESS. 10. THE SPEED LIMITS TO BE POSTED ON SPEED LIMIT SIGNS ARE 5 MPH BELOW THE DESIGN SPEED, OR AS DETERMINED BY VDOT FOR PUBLIC ROADS. 11. VDOT STANDARD CD -1 OR CD -2 CROSS- DRAINS ARE TO BE INSTALLED UNDER THE SUBBASE MATERIAL AT ALL CUT AND FILL TRANSITIONS AND GRADE SAG POINTS AS SHOWN ON THE ROAD PROFILES. 12. A VIDEO CAMERA INSPECTION IS REQUIRED FOR ALL STORM SEWERS AND CULVERTS THAT ARE DEEMED INACCESSIBLE TO VDOT OR COUNTY INSPECTIONS. THE VIDEO INSPECTION SHALL BE CONDUCTED IN ACCORDANCE WITH VDOT'S VIDEO CAMERA INSPECTION PROCEDURE, ACSA GENERAL WATER AND SEWER (CONDITIONS, 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY) ACSA INSPECTORS. THE CONTRACTOR WALL BE RESPONSIBLE FOR NOTIFYING THE PROPER ACSA OFFICIALS AT THE START OF THE WORK. 2. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL, ON HIS OWN INITIATIVE, LOCATE ALL UNDERGROUND LINES AND STRUCTURES, AS NECESSARY. 3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS, AS ADOPTED BY THE ACSA. 4. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1- 800 - 552 - 7001). 6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF THREE (3) FEET OF COVER MEASURED FROM THE TOP OF PIPE, OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATER LINES, ETC. 7. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. 8. VALVES ON DEAOEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. 9. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT. 10. THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NO -LEAD REGULATION REGARDING BRASS FITTINGS EFFECTIVE JANUARY 4, 2014 (SENATE BILL 3874 WHICH AMENDS THE SAFE DRINKING WATER ACT). ZONING AND SITE TABULATIONS PARCEL: 076M1- 00 -00- 00260, 076M1- 00- 00- 004AO, 076M1- 00- 00 -002AO & 07700 -00 -00 -011 EO ZONING AND OVERLAY DISTRICTS: PLANNED DEVELOPMENT - SHOPPING CENTERS (PD -SC) EXISTING NOTE ENTRANCE CORRIDOR (EC) & AIRPORT IMPACT AREA (AIA) ASSOCIATED PLANS: ZONING MAP AMENDMENT - ZMA200900001 (APPROVED 9/12/12) AC PARKING STRUCTURE SPECIAL USE PERMIT - SP01000003 (APPROVED 9/12/12) POG CRITICAL SLOPES SPECIAL EXCEPTION (APPROVED 9/12/12) PROFFER STATEMENT DATED 09 -04 -12 (APPROVED 9/12/12) _ _ FLOOD PLAIN SPECIAL USE PERMIT- SP201200029 (APPROVED 3/13/13) MAGISTERIAL DISTRICT: SCOTTSVILLE DISTRICT PROPOSED USE: SHOPPING CENTER TOTAL SITE AREA: 86.90 ACRES LANDFILL PARCEL AREA: 21.17 ACRES STANDARD DRAWING LEGEND STANDARD ABBREVIAT'I'ONS FOR ENTIRE PLAN SET NOT TO SCALE COMMENT EXISTING NOTE TYPICAL NOTE TEXT PROPOSED NOTE FOR ENTIRE PLAN SET AC ACRES POG POINT OF GRADE ONSITE PROPERTY LINE/ R.O.W. LINE _ _ ADA AMERICANS WITH DISABILITY ACT PROP PROPOSED - - NEIGHBORING PROPERTY LINE / INTERIOR PARCEL LINE - - ¢Qa EASEMENT LINE ARCH ARCHITECTURAL PT POINT OF TANGENCY k'z SETBACK LINE - - - -- - - - - BC BOTTOM OF CURB PTCR POINT OF TANGENCY, CURB RETURN BF BASEMENT FLOOR PVC POLYVINYL CHLORIDE PIPE am CONCRETE CURB &�� GUTTER CURB AND GUTTER BK BLOCK PVI POINT OF VERTICAL INTERSECTION SPILL CURB TRANSITION CURB BL BASELINE PVT POINT OF VERTICAL TANGENCY DEPRESSED CURB AND GUTTER BLDG BUILDING R RADIUS BM BUILDING BENCHMARK RCP REINFORCED CONCRETE PIPE UTILITY POLE WITH LIGHT BRL BUILDING RESTRICTION LINE RET WALL RETAINING WALL a z POLE LIGHT W CF CUBIC FEET R/W RIGHT OF WAY TRAFFIC LIGHT i CL CENTERLINE S SLOPE O UTILITY POLE O CMP CORRUGATED METAL PIPE SAN SANITARY SEWER CONN CONNECTION SF SQUARE FEET TYPICAL LIGHT CONC CONCRETE STA STATION z ACORN LIGHT CPP CORRUGATED PLASTIC PIPE STM STORM -`�7 -• TYPICAL SIGN �- CY CUBIC YARDS S/W SIDEWALK X PARKING COUNTS N DEC DECORATIVE TBR TO BE REMOVED DEP DEPRESSED TBRL TO BE RELOCATED DIP DUCTILE IRON PIPE TC TOP OF CURB -170 -- - ------------- /6g------ -- - - -- CONTOUR LINE 190 187 DOM DOMESTIC TELE TELEPHONE TO 51 &4 r OR 5164 SPOT ELEVATIONS C516.00 TC 516.00 BC 515.55 ELEC ELECTRIC TPF TREE PROTECTION FENCE ELEV ELEVATION TW TOP OF WALL SAN SANITARY LABEL SAN # EP EDGE OF PAVEMENT TYP TYPICAL ``ix `li� STORM LABEL X # ES EDGE OF SHOULDER UG UNDERGROUND L SANITARY SEWER LATERAL eL EW END WALL UP UTILITY POLE ry UNDERGROUND WATER LINE W EX EXISTING W WIDE _m UNDERGROUND ELECTRIC LINE E FES FLARED END SECTION W/L WATER LINE UNDERGROUND GAS LINE G FF FINISHED FLOOR W/M WATER METER OH OVERHEAD WIRE OH FH FIRE HYDRANT ± PLUS OR MINUS FG FINISHED GRADE DEGREE T UNDERGROUND TELEPHONE LINE T G GRADE 0 DIAMETER UNDERGROUND CABLE LINE C GF GARAGE FLOOR (AT DOOR) # NUMBER - - - - v _. - - _ - ` - ° -° - - - - - STORM SEWER GH GRADE HIGHER SIDE OF WALL S SANITARY SEWER MAIN S GL GRADE LOWER SIDE OF WALL HYDRANT GRT GRATE 1 �J SANITARY MANHOLE / ©� � 1\G GV GATE VALVE HDPE HIGH DENSITY POLYETHYLENE PIPE �D1I STORM MANHOLE i O`1 HP HIGH POINT WM 0 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 a� HEADWALL OR ENDWALL OR LOD LIMITS OF DISTURBANCE YARD INLET O LOS LINE OF SIGHT LP LOW POINT ' CURB INLET � lr J L/S LANDSCAPE O CLEAN OUT O MAX MAXIMUM (F} ELECTRIC MANHOLE O MIN MINIMUM ('-r} ��J TELEPHONE MANHOLE O MH MANHOLE MJ MECHANICAL JOINT E6 ELECTRIC BOX FE-B] OC ON CENTER EP ELECTRIC PEDESTAL EP PA POINT OF ANALYSIS PC POINT CURVATURE PCCR POINT OF COMPOUND CURVATURE, CURB RETURN MONITORING WELL TEST PIT Y PI POINT OF INTERSECTION BENCHMARK BORING r REV DATE COMMENT BY 0 5/15/14 PER COUNTY COMMENTS DRH s ui �w TF� V ¢Qa aw p >Z.2 k'z P4 Z L=j o: OR C7 » �zzz¢w -1 w rE. o0 p -w�p w�Ja � am oo�ao= 5° I..4 w Fo LL a z W ®� >- a �� i z o } � w o ozyz> oW z z �Q° °W �mz¢z O�OS uJaKU U1 U w -0 N V cn <� N W z z 5w O LL � a ✓ W w� u ow z O ® O O z Q zw aw od LL ® o m a a � a �� o 0 C W REVISIONS REV DATE COMMENT BY 1 5/15/14 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: CBC CHECKED BY: MDD DATE: 04/15/14 SCALE: N/A CAD I. D.: SD1 PROJECT:13UFFE]R) MITIGATION PLAN FOR 5TH STREET STATION LOCATION OF SITE NORTH OF 1 -64 BETWEEN 5TH STREET AND AVON STREET EXTENDED SCOTTSVILLE MAGISTERIAL ALBEMARLE COUNTY, VA jo 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 _Z; V DANIEL R. HINES .Q Lic. No. 043176 05/15/14 G SS��NAI.�' SHEET TITLE: GENERAL DOTES SHEET NUMBER: 2B N'XV ki / 0 `� 1 I �1 gyry / y J _r O ---- ---410- \ NN s r � 7,4,0. i >r`' � \� /.� z t \ r - --.`,, � `�, _ --- n � • // ice. g /�_ -- :�— =•.^ -- �� :�,,, � \ s *mow v�.• A v` \\ a a `%sa^q v. 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'' ..,4 ,xa,� mot''•., r• 8 / / p / I NSE W001(TBR/; 1 , . ...................... ....................... ...................... _ ...................... ............................ z 4 jt0 s 1� r -' - — a ni-�� _c9GsLV�'t`� f �', § . • /y�o i ' t 1r o 2'2y�� "� ' ; /` \ �\ �� / � � (l7 '-'�` -_. ___' -- ----"' / °y.r.r• .� �° 3 T � � �/� �� try° � /��'' &ONC(�� r I cn / 71VZ / Jv t� / �� / ,�- sue*"""" �.r y � •,� �,t \ � O/ J __-',_ /._,,,_._" °'``•- ..,,�� r,.,,� -sue°"" `rF� RUN L // / ,75 \N AC ° I/AITEEO f .__ 043' w 14 M, EX LIMMED — -� -- c'' , ACCESS FENCE ONE ° - s 100 50 25 0 100 1 " =100' GENERAL NOTE: f IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THIS PROJEC )RK SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION, SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIVE HE SPECIFICATIONS OR APPLICABLE CODES, IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD I VRITING PRIOR TO THE START OF CONSTRUCTION, FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUTI CEPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF THE WORK AS DEFINED BY THE DRAWINGS AND FULL CONFORMANCE WITH LOCAL REGULATIONS AND CODES. 3% T 11_\ 111 7r-k C-7 1. THIS PLAN IS FOR BUFFER MITIGATION PURPOSES ONLY. WITH THE EXCEPTION OF MITIGATION MEASURES, ALL IMPROVEMENTS REFLECTED WITHIN THIS PLAN ARE BASED ON OTHER CONSTRUCTION PLANS 5TH STREET STATION. REFER TO THE COVER SHEET FOR FULL PLAN REFERENCES. 2. IMPACTS AND AREAS SUMMARY: a. TOTAL PROPERTY AREA WITHIN STREAM BUFFER = 16.26 ACRES b. PROPOSED DISTURBED AREA WITHIN STREAM BUFFER = 3.87 ACRES c. EXISTING IMPERVIOUS AREA WITHIN DISTURBED AREA OF STREAM BUFFER = 0.58 ACRES d. EXISTING AND REQUIRED UTILITIES WITHIN DISTURBED AREA OF STREAM BUFFER = 0.33 ACRES e. DISTURBED AREA WITHIN STREAM BUFFER FOR MITIGATION = 2.96 ACRES f. REQUIRED MITIGATION PLANTING AREA AT 2:1 = 5.92 ACRES g. PROPOSED INFILL TREES AND PLANTINGS AREA WITHIN STREAM BUFFER = 2.80 ACRES h. PROPOSED MITIGATION BY DEDICATED TRIBUTARY STREAM BUFFER EASEMENT WITH 0.25 ACRES OF MITIGATION PLANTING = 1.53 ACRES i. PROPOSED TREE REHABILITATION ADJACENT TO BUFFER - 0.93 ACRES j. PROPOSED MITIGATION BY DEDICATED ADDITIONAL 100' MOORES CREEK STREAM BUFFER EASEMENT WITH 0.22 ACRES OF MITIGATION PLANTING = 0.97 ACRES k. TOTAL STREAM BUFFER MITIGATION = 6.23 ACRES 3. THE STREAM BUFFER MITIGATION PLANTING SHALL MEET T HE REQUIREMENTS O F THE ALBEMARLE COUNTY DESIGN STANDARDS MANUAL. 4. DISTURBANCE OUTSIDE THE LIMITS OF DISTURBANCE MAY REQUIRE ADDITIONAL MITIGATION AND BE REESTABLISHED WITH VEGETATION. HATCH LEGEND EX. TREES WITHIN BUFFER TO BE REMOVED', WETLANDS (SAND) <t . vvvvvvvvvvvvvvvvv vvvvvvvvvvvvv vvv •v ::::•vvv ::::•v v oovvvvvvvavvvvvv vvvavvvvavavvv ::o°••°••°°•••••• EX. PAVEMENT vvvvvvvvvvvvvvvv vvvvvvvvvvvvvvvvv WITHIN BUFFER vvvvvvvvvvvvvvvvv vvvvvvvv vvvvvvvvv ♦vvvvvvvv vvvvvvv vvvvvvvvvvvvvvvvv °vvv °v°v ov v v v v v v v v v vvvvvvvv ♦vvvvvvvvvvvvvvvvv WETLANDS (GRASS) 0 L s w¢ > � d ¢ Z ILw Z I W ozWaL jM04 o� OOHrn¢Ox �O ® 0F�10a ww 4w 2r W K u az a w 0 p s ¢ ,. a � a z ° w .0 O Z ZYO¢ 02 �U � O z O w O w z F mQ z¢Fz - mo O¢�OxLU U 2 m 0 V UJ c0� ado V � a 'r y z z o H U aw a N w m r W n C7 w > a w 0 U r w ;4 (- P, o z ow U z P, P ee 50 ti a a O O ¢ u w w REVISIONS REV DATE COMMENT BY 1 5/15/14 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: CBC CHECKED BY: MDD DATE: 04115/14 SCALE: 1" =100' CAD 1. D.: SS1 PROJECT: BUFFER MITIGATION ATION PLAN FOR 5TH STREET STATION 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 T v DANIEL R. HINES 7 �0 Lic. No. 043176 05/15/14 �1A NAL . SHEET TITLE: EXISTING CONDITIONS SHEET NUMBER: 3A 1 -`I rt i EXr�WETLANO.� � �� \ 410 0� ` �a ti \ `� 3 C3 -r A0g•- / / /' // / � / / Ngi y s / / Rm �X1 IN Nu *M1'V vvv� vj Zoe /=.. I0- i5oj V A e \ cR p \ ` / g rt � /liy/ AX -m AREA THE ) £• f 4 s r V Mg ED _j N i IA v (/U REMAl % w (['BR) ` t / r/ / i \�/ \ " µ �� ' •, c �\-� "� A' WETZ_DS � ,� r'Z17� I w / / A/ / � � I v� ,� w vvvvv v � , � � � � .� � � �.�w � �,.,,, ,, � s1 /" EX. A/11 Q ¢ISTUANC <; ' ��' y ! r�' • tom% / r l � � \ \�, \\ LfBT1 -- W- / �� / gyp, ``'•- � � qG �`x (Kl {' I ,-�/ T `\ ,s�� v 't,s ,/: """•. \\ �-`, �� r /J s / w - 4 �E. DENSE'W000 `'� y ".'° ` �� •,•• j Ogg _ r lb `• _ ;-- �.... ^CBE / s, � / / (TO RMAT{ NJ �° 8S'09 ' �� / / '' .Aid 55 FENCE / o .� n-- = Sir x2 A ° — --- %r i '� ! l / l / /a �' / •. - — (AA GENERAL NOTE: I IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THIS PROJEC )RK SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION, SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIVE HE SPECIFICATIONS OR APPLICABLE CODES, IT IS THE CONTRACTORS RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD I NRITING PRIOR TO THE START OF CONSTRUCTION. FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUTI ;CEPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF THE WORK AS DEFINED BY THE DRAWINGS AND FULL CONFORMANCE WITH LOCAL REGULATIONS AND GODES,. 100 50 25 0 100 1 " =100' 1. THIS PLAN IS FOR BUFFER MITIGATION PURPOSES ONLY. WITH THE EXCEPTION OF MITIGATION MEASURES, ALL IMPROVEMENTS REFLECTED WITHIN THIS PLAN ARE BASED ON OTHER CONSTRUCTION PLANS 5TH STREET STATION. REFER TO THE COVER SHEET FOR FULL PLAN REFERENCES. 2. IMPACTS AND AREAS SUMMARY: a. TOTAL PROPERTY AREA WITHIN STREAM BUFFER = 16.26 ACRES b. PROPOSED DISTURBED AREA WITHIN STREAM BUFFER = 3.87 ACRES c. EXISTING IMPERVIOUS AREA WITHIN DISTURBED AREA OF STREAM BUFFER = 0.58 ACRES d. EXISTING AND REQUIRED UTILITIES WITHIN DISTURBED AREA OF STREAM BUFFER = 0.33 ACRES e. DISTURBED AREA WITHIN STREAM BUFFER FOR MITIGATION = 2.96 ACRES f. REQUIRED MITIGATION PLANTING AREA AT 2:1 = 5.92 ACRES g. PROPOSED INFILL TREES AND PLANTINGS AREA WITHIN STREAM BUFFER = 2.80 ACRES h. PROPOSED MITIGATION BY DEDICATED TRIBUTARY STREAM BUFFER EASEMENT WITH 0.25 ACRES OF MITIGATION PLANTING = 1.53 ACRES i. PROPOSED TREE REHABILITATION ADJACENT TO BUFFER = 0.93 ACRES j. PROPOSED MITIGATION BY DEDICATED ADDITIONAL 100' MOORES CREEK STREAM BUFFER EASEMENT WITH 0.22 ACRES OF MITIGATION PLANTING = 0.97 ACRES k. TOTAL STREAM BUFFER MITIGATION = 6.23 ACRES 3. THE STREAM BUFFER MITIGATION PLANTING SHALL MEET THE REQUIREMENTS OF THE ALBEMARLE COUNTY DESIGN STANDARDS MANUAL. 4, DISTURBANCE OUTSIDE THE LIMITS OF DISTURBANCE MAY REQUIRE ADDITIONAL MITIGATION AND BE REESTABLISHED WITH VEGETATION. HATO-T LEGEND EX. TREES WITHIN BUFFER TO BE REMOVED WETLANDS (SAND) _vvvvvv vo vvvavvvavvvvvvv vvvvvvvvvvvvavv avvvvvvvvvvvvvvvvv vvvvvvvvvvvvvvvvvvvvvv °°avvvvvvvvvvvvvv "vvvvv "v"" "vv` EX. PAVEMENT vvvvv vvva vvvvv:° °°°°°°°°°°°°°°°°° WITHIN BUFFER vvvvavvvvavvvvvvv Ev vvvav vvvvv vvvv vvvvvvvv vvvvvvvvvvv v v v v v v v v vvv vvvv vvvvvv_ vv vvvvvv WETLANDS (GRASS) 1. . . -. -. -. -. -. -. -. -. ] REVISIONS REV DATE COMMENT BY 1 5/15/14 PER COUNTY DRH COMMENTS THE FOLLOWING STATES REQUIRE NOTIFICATION BY EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN THE STATE. (IN VIRGINIA, MARYLAND, 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: CBC CHECKED BY: MDD DATE: 04/15/14 SCALE: 1"=100' CAD 1. D.: SS1 PROJECT: BUFFER MITIGATION PLAN FOR 5TH STREET STATION 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 N V DANIEL R. HINES *P .p Lic. No. 043176 05/15/14 SSONAL SHEET TITLE: EXISTING CONDITIONS SHEET NUMBER: 3 JD a L s Ld >oa '¢w zw �j / QI • °ti /A I It �� M, 7� (000 0000' 0000 n o Al h z a z z llJ 4 f j 100' STREAM_ _/� J ti. BU5F—ER f S ; /e ✓ OR DESIGN CRITERIA l'J e z z // ✓'ter k ' , ,, ' % ! -A4 r �Y IB fl p ^v. ` ,- 3a � - s` LLLL 'I;,, y ' q .. ' LLLLL, r .t , LLLLLL LLLLLL LLLLL LL e LL L LLL' ...,.,......, � L LLLLL 0 zzzzzzzzz' —� ',zzzzzzz' L LLLL ,,�L'CLL L LLLL e L_L LLLL I I I I I I I I I'N I I �i e ' „ a n ` .�.. �. � � �. �� ' , ..., .., ti ,, , LLL ----.j ---, \ f, LLLL X -� .�a - �_..°. �j ,�� '.�- -•.8�'Ir`'• -„� ';'' LL LLLL �� ©� o � �� C� "� C� C LL LL e e ` \� , , , ,"' L L LLLL r n e e o e n e e ,�'� h m If u r le n f, f, »a' ,..��.,.', L LLLL 9 s7 t R - LLLL ` - LLLL 1 LLLLL O { LLL LLL o f 4 �.. / - / - / le a o . „ - / IN ® } d4. ,,,✓✓✓°88 e._ «`�c ....:'d"' 4 a�, a .� �a, ri "1 __ i':t' "ti .�,,j rZ3r� z,-;:, ':;z.T` >'� � e yh" s� '"` °R•.t.•8i".:` .:5,'k „r..1�;'%'' �'•`,`. ^,r,'- �•”- ,- ?i�.'�.w t y�.,,.,e � y,,a '�•3 ' ',mss �° �} :�� "£'` / 7 / C��- "--- --- ._.,.°,,, -..._ `+� �.,� '?';i;, •t. y =i3:^ ` ea �a< �i � � 11/)0' ST EAM BUFER/ RQx \ •x I �I IL ACCESS fEJC fl AC J l EX L131110 ACCESS FL'NC'E id 100 50 25 0 100 GENERAL NOTE: t THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THIS PROJE C SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATN SPECIFICATIONS OR APPLICABLE CODES, IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORI ITING PRIOR TO THE START OF CONSTRUCTION. FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITI, PTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF THE WORK AS DEFINED BY THE DRAWINGS Al FULL ONFORMAN E WITH LOCAL REGULATIONS AND CODES. I"= 100' INFILL TREES AND PLANTINGS WETLANDS �' (SAND) NOTES 1. THIS PLAN IS FOR BUFFER MITIGATION PURPOSES ONLY. WITH THE EXCEPTION OF MITIGATION MEASURES, ALL IMPROVEMENTS REFLECTED WITHIN THIS PLAN ARE BASED ON OTHER CONSTRUCTION PLANS 5TH STREET STATION. REFER TO THE COVER SHEET FOR FULL PLAN REFERENCES. 2. IMPACTS AND AREAS SUMMARY: a. TOTAL PROPERTY AREA WITHIN STREAM BUFFER = 16.26 ACRES b. PROPOSED DISTURBED AREA WITHIN STREAM BUFFER = 3.87 ACRES c. EXISTING IMPERVIOUS AREA WITHIN DISTURBED AREA OF STREAM BUFFER = 0.58 ACRES d. EXISTING AND REQUIRED UTILITIES WITHIN DISTURBED AREA OF STREAM BUFFER = 0.33 ACRES e. DISTURBED AREA WITHIN STREAM BUFFER FOR MITIGATION = 2.96 ACRES f. REQUIRED MITIGATION PLANTING AREA AT 2:1 = 5.92 ACRES g, PROPOSED INFILL TREES AND PLANTINGS AREA WITHIN STREAM BUFFER = 2.80 ACRES h. PROPOSED MITIGATION BY DEDICATED TRIBUTARY STREAM BUFFER EASEMENT WITH 0.25 ACRES OF MITIGATION PLANTING = 1.53 ACRES i. PROPOSED TREE REHABILITATION ADJACENT TO BUFFER = 0.93 ACRES j. PROPOSED MITIGATION BY DEDICATED ADDITIONAL 1 00' MOORES CREEK STREAM BUFFER EASEMENT WITH 0.22 ACRES OF MITIGATION PLANTING = 0.97 ACRES k. TOTAL STREAM BUFFER MITIGATION = 6.23 ACRES 3. THE STREAM BUFFER MITIGATION PLANTING SHALL MEET THE REQUIREMENTS OF THE ALBEMARLE COUNTY DESIGN STANDARDS MANUAL. 4. DISTURBANCE OUTSIDE THE LIMITS OF DISTURBANCE MAY REQUIRE ADDITIONAL MITIGATION AND BE REESTABLISHED WITH VEGETATION. BUFFER PLANTING OPTIONS: THE AREAS NOTED AS "INFILL TREES AND PLANTINGS" AND AS "TREE REHABILITATION AREA" SHALL BE PLANTED WITH NATIVE VEGETATION AS APPROVED BY ALBEMARLE COUNTY. THE PLANT LIST IS LOCATED AT WWW .ALBEMARLE.ORG /NATIVEPLANTS /. TOTAL RRE7V�EGGETTATIOON7AREA = 4.20 AC. = 183,000 SF Ol JL I`�1�I` A FOR EVERY 400' IN VEGETATION AREA, PLANT ONE (1) CANOPY TREE (1 1/2" - 2" CALIPER) OR ONE (1) LARGE EVERGREEN (6' HEIGHT), PLUS ONE (1) UNDERSTORY TREE (3/4" - 1 1/2" CALIPER) OR ONE (1) EVERGREEN (4' HEIGHT), PLUS ONE (1) SMALL SHRUB (15 " -18" IN HEIGHT). A TOTAL OF 456 PLANTS OF EACH PLANT GROUP ARE REQUIRED WITH THIS OPTION. OPTION B PLANT 1,210 HARDWOOD AND /OR PINE SEEDLINGS PER ACRE PLANTED ON A 6'X6' GRID. A TOTAL OF 5,082 SEEDLINGS ARE REQUIRED WITH THIS OPTION, 6 x x D ° HARDWOOD OR x x x x PINE SEEDLINGS zo X X OPTION C PLANT 600 H AR DWOOD AND/OR PINE SEEDLINGS P ER ACRE PLANTED ON 81X8' GRID WITH TREE TUBES AND MATS. A TOTAL OF 2,520 SEEDLINGS ARE REQUIRED WITH THIS OPTION. MATCH LEGEND _LLLLLLLL - LLLLLLLL _LLLLLLLL _LLLLLLLL - LLLLLLLL _LLLLLLLL _LLLLLLLL _LLLLLLLL IIIIIIIII TREE REHABILITATION AREA WETLANDS (GRASS) :zzzzzzzzzzzz :zzauuzzzzuzz :zzzzzzzzzzzz ezzuuazzzzzuu ;zzzzzzzzr,zzz ezzxzzwzzzzzz :zzr,zzzzzzzzu rzzazzzzzzzzu z z Y, z z z z S S z z z :uzr,uzzzzuzzz ozzzzuz;�.z' EDLINGS WITH EE TUBING ID MATS STREAM BUFFER EASEMENT REVISIONS REV DATE COMMENT BY 1 5/15/14 PER COUNTY DRH COMMENTS THE FOLLOWING STATES REQUIRE NOTIFICATION BY EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN THE STATE. (1N 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: CBC CHECKED BY: MDD DATE: 04/15/14 SCALE: 1"=100' CAD I. D.: SS1 MITIGATION FOIE 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 S U DANIEL R. HINES 'P .p Lic. No. 043176 05/15/14 SSA NAL SHEET TITLE: PROPOSED CONDITIONS SHEET NUMBER: 4A 0 L s �w Th ¢¢¢a 0 ¢ Z L ¢ w= w Z o2 000 ZA0 �O w �w LTMIly u ool -¢o= am �o , w ♦��♦ oir ¢ o a 0 } N= o ¢ H. wH z m >:ZZO� Q�� m Z ¢ Z x O <OW U¢�UU 0 o Z 0 z z w am �4 pI U a r H 8.0 :Z) Q, Z a ow S2z ® Z w W w ./ Q• .-0 ' .. a. F- i z o1 U W - REVISIONS REV DATE COMMENT BY 1 5/15/14 PER COUNTY DRH COMMENTS THE FOLLOWING STATES REQUIRE NOTIFICATION BY EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN THE STATE. (1N 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: CBC CHECKED BY: MDD DATE: 04/15/14 SCALE: 1"=100' CAD I. D.: SS1 MITIGATION FOIE 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 S U DANIEL R. HINES 'P .p Lic. No. 043176 05/15/14 SSA NAL SHEET TITLE: PROPOSED CONDITIONS SHEET NUMBER: 4A -100' STREAM.,.__ BUR J / 410 -•--- , o , 0 0 �.. 0 ng / ✓ m IL � FILL TREES AND PLANTINGS TO SATISFY J ,- /'00� i r 100' STEEAIVI BUFFER R rz' / f N. \ ` DESIGN / 00, -- CI O TrTT a s 1 1 11 i e � 1 l 1p / .000 / o -1��' / /' 'Z 1-171 00014 AD Al p J r V A ti 43 ;, 0 / . , f 7 0� 1913 l tt a \� r� --- -INFILL TREES � � �� r�% � � � � � �'`"�,�,e9c�' •� PLANTINGS T SATIS 1 � \ " V DESIGNTERIA LLL LLL LLL •-- --..`" � "` � `'`'`, �``'� � � � � � �� r LLL t � �-� .� � --'' � � / � � ✓� r h LLL L ,, LLL L x MI�O L x DISTUANC LLL I /� r \ L Lx,,G ..xuTY z '/. '/. '/. ' i' / i , x x u x yi \ L x. / 1 1 t LL ixixxxxxxx ix3 z �% Y r � ♦ /� ,/ ` c X- P � xxx., -.'�� ,.,iii. ,.,x xx.,x..•, . e ,� �.xxx'xxxxxxxxxxxx . .' �`"'- _..�,�� / � ♦ � � / / S � �� .. .xxxxxxxxxxxxxxxxx xxxxxxxxuxxxxxx� ♦ K \ � f / uuxx / 1-1000' x� � u ,' , �`'�` xf � �. --^ / •%:'`�°°� /�`� �„/ / � E- � � � 0 OT ,,,,rte^`• /14'^'/, '/. ',' /. '/, '/, '/. '/. '/, '/. '/. \ �/ y' }°:.•l x�� x �x .'.f .Jf�. .Y 1,,:.,J "s - �„�_," ) � x x x x x x x ' py x i� x :a -r. -•e' x x x x x x x x \ .w. � / / $" `°`"°•„ tC / ''`",,,1, > '� xxxxxxxxx xxxxixxxxxxxxx xx- „r^' \ // - x ,xxxxxxxxxxxxxx ,x� xxxxxxxx xxx \ / ` �. -. �� / yy �" ^•xxzxxxxxxxxaxu- `r,xx�• xxxzxxui✓fzx, /// �l � � / 0 o" r' �`•,., ON %/ J ,,. A ": "��'' ry"�x�t�- °` •�ti�xxxuxxxxurxxx;rixxxx ,,,,� /// / '#;,d r✓ / / .,y / "-•,,\ ��J4 d f�„"- a".x -st ux x x x i�x x x x x j ," t xxx2xxuuxxx2x xx 1 � � ` �'' ON xxxxuuxcdz x x x a 89,25 -30" NP 1 ° ---� __ — -- _ _ _ - r'"_ 2 - - -- �...- .- - - - -43 r� 3.22' 60 ----- _' — _ " " PROPOSE6-7DEDICATED _ _ "� Y b �.. -/. "__STREAIrfiBUFFEFt EASEiv}ENT - - `" "„ —39 100 50 25 0 100 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 ACONFLICT WITH THE DOCUMENTS RELATIVE TO THE SPECIFICATIONS OR APPLICABLE CODES, IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD IN 1 "= 100' 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 RMAN E WITH LOCAL REGULATIONS AND CODESr INFILL TREES AND PLANTINGS WETLANDS (SAND) NOTES: 1. THIS PLAN IS FOR BUFFER MITIGATION PURPOSES ONLY. WITH THE EXCEPTION OF MITIGATION MEASURES, ALL IMPROVEMENTS REFLECTED WITHIN THIS PLAN ARE BASED ON OTHER CONSTRUCTION PLANS 5TH STREET STATION. REFER TO THE COVER SHEET FOR FULL PLAN REFERENCES. 2. IMPACTS AND AREAS SUMMARY: a. TOTAL PROPERTY AREA WITHIN STREAM BUFFER = 16.26 ACRES b. PROPOSED DISTURBED AREA WITHIN STREAM BUFFER = 3.87 ACRES c. EXISTING IMPERVIOUS AREA WITHIN DISTURBED AREA OF STREAM BUFFER = 0.58 ACRES d. EXISTING AND REQUIRED UTILITIES WITHIN DISTURBED AREA OF STREAM BUFFER = 0.33 ACRES e. DISTURBED AREA WITHIN STREAM BUFFER FOR MITIGATION = 2.96 ACRES f. REQUIRED MITIGATION PLANTING AREA AT 2:1 = 5.92 ACRES g. PROPOSED INFILL TREES AND PLANTINGS AREA WITHIN STREAM BUFFER = 2.80 ACRES h. PROPOSED MITIGATION BY DEDICATED TRIBUTARY STREAM BUFFER EASEMENT WITH 0.25 ACRES OF MITIGATION PLANTING = 1.53 ACRES i. PROPOSED TREE REHABILITATION ADJACENT TO BUFFER = 0.93 ACRES j. PROPOSED MITIGATION BY DEDICATED ADDITIONAL 100' MOORES CREEK STREAM BUFFER EASEMENT WITH 0.22 ACRES OF MITIGATION PLANTING = 0.97 ACRES k. TOTAL STREAM BUFFER MITIGATION = 6.23 ACRES 3. THE STREAM BUFFER MITIGATION PLANTING SHALL MEET THE REQUIREMENTS OF THE ALBEMARLE COUNTY DESIGN STANDARDS MANUAL. 4. DISTURBANCE OUTSIDE THE LIMITS OF DISTURBANCE MAY REQUIRE ADDITIONAL MITIGATION AND BE REESTABLISHED WITH VEGETATION. BUFFER PLANTING OPTIONS: THE AREAS NOTED AS "INFILL TREES AND PLANTINGS" AND AS "TREE REHABILITATION AREA" SHALL BE PLANTED WITH NATIVE VEGETATION AS APPROVED BY ALBEMARLE COUNTY. THE PLANT LIST IS LOCATED AT' JVWW .ALBEMARLE.ORG /NATIVEPLANTS /. TOTAL REVEGETATION AREA = 4.20 AC. = 183,000 SF OPTION A FOR EVERY 400' IN VEGETATION AREA, PLANT ONE (1) CANOPY TREE (1 1/2" - 2" CALIPER) OR ONE (1) LARGE EVERGREEN (6' HEIGHT), PLUS ONE (1) UNDERSTORY TREE (3/4" - 1 1/2" CALIPER) OR ONE (1) EVERGREEN (4' HEIGHT), PLUS ONE (1) SMALL SHRUB (15 " -18" IN HEIGHT). A TOTAL OF 456 PLANTS OF EACH PLANT GROUP ARE REQUIRED WITH THIS OPTION, OPTION B PLANT 1,21C HARDWOOD AND /OR PINE SEEDLINGS PER ACRE PLANTED ON A 6'X6' GRID. A TOTAL OF 5,082 SEEDLINGS ARE REQUIRED WITH THIS OPTION. 6' x x HARDWOOD OR x x x x PINE SEEDLINGS x x- 6 OPTION C PLANT 600 HARDWOOD AND /OR PINE SEEDLINGS PER ACRE PLANTED ON A 81X8' GRID WITH TREE TUBES AND MATS. A TOTAL OF 2,520 SEEDLINGS ARE REQUIRED WITH THIS OPTION. ® ®- ® In - SEEDLINGS WITH EO TREE TUBING 8' 8' AND MATS -1- 7 EO ® & HATCH LEGEND _LLLLLLL.LIq _LLLLLLLLL _LLLLLLLLL - LLLLLLLLL - LLLLLLLL _ LLLLLLLL _LLLLLLLLL _ I LLLLLLLLL I I I I I I I I TREE REHABILITATION AREA WETLANDS (GRASS) sxxuxxxxxxuxx, axxzuxxxr.zxxx, sxxxzxxxxzxxx, suuxxxuxzxxxx: sxuxxxxxxxxxx� sxxzxxxxxxuux, sxxxuuxr.xzuxx, sxxxxuxxxzxux, suxuzxxzzuxxx: sxxx'hxxxxx'bxx: ar.xuxxr,xzzxxz; STREAM BUFFER EASEMENT REVISIONS REV DATE COMMENT BY 0 5/15/14 PER COUNTY COMMENTS DRH J LL- !- W I i T oaz�a 000 �w Z 02E ? W a o iw oW �g � E ° o H �- oo(0aom = �o ®� mt -cn3: LL 0- wN 2. U � W 0 a 2 < a �o <� Z o w p r" 0 caW O 0 4- J o �E2 0 zYY °w Z> m}zow °w - �. OW= QO_,r Dmzaz OJ02Lu �m o� Ua0�UU 0 V<w `ia �t�j W a a o F-� m a U E O H Q U °� c .4 a Wo= o W4 ow X :a U 00 z� Uu W REVISIONS REV DATE COMMENT BY 1 5/15/14 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 1-8 0-245-4848 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: CBC CHECKED BY: MDD DATE: 04/15/14 SCALE: 1"=100' CAD I. D.: SS1 PROJECT: BUFFER MITIGATION PLAN 5TH STREET FOR - STATION LOCATION OF SITE 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. BohierEngineering. com v DANIEL R. HINES y .p Lic. No. 043176 lt 05/15/14 A SS�oNa►. E��. SHEET TITLE: PROPOSED CONDITIONS SHEET NUMBER: 4JD A 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 CONFORMANCE WITH LOCAL REGULATIONS AND CODES. t 1€t l£r die g I itIs rf".el „a iN,,:, ,pl; «c,; 4,ztn. , z, sr r -F. , Append& C - I'leeafinf; Lktail., r'4 }ie "t NZ C HR d.fraa is , sl : 7.< t +rte € rg r` tar t^tr s a a �� Tree Planting Detail w"` At i' e. Crd m r &hre4w t o d sa It a %>C if 4 rtgxa : ...... .« . -_ � xm _. woe ,P �" mss,` ¢¢' t Shrub and Groundcover Planting Detail is a �l"1a:�Ft1 �, �?aa+?t ttart��Ctl to upright ptwatim- n i I I luR, laz .yy a^e s tx t ,f k 1 t4 I•'F.�tT itttii£i;i° arS Pr3r I 1 tovvdall your It La,; firm ill �a I'p.;ka.$tz£S3 elf k"5.�is"$3. i ,£,LS 7. lQit tt r ate3 i timn putt bAekvvard taa Pit 1101e, i , a4 f tt � r k 11, i4,�.navv har 410 plus 4'ttvt 1141K at mar €ti'a.' a�4aa. a t`tamaatti to titan i at wip taf rovis.. � �ro Ti. Fill in lAqt #1a.�! try atampin with harxl, Riparian Butters Guidance Manual Apperealk C - l'lrtnring t)etailt 3, ltakrt, 4411 £taeh d toward eas=y €dt Cz'aax :;Mara, t'k lz#� l'�sSr � tawt�t a l�r I . Firiaa *oil ra oti ad SeW in with IMa l'bc t igort'7 - 7, Slit NIVIhod. `itali; to the, tuv iatrrta Alt unrilmd *f tatiaatittrg arxatl .mg -4 in Atttrcti 'mIlL tSkt�ldi ter t, . ot'ri bra at :l Riparian Buffers Guidance Manual C1-3 Appertel&. C- /'lantin g f.)efails (`t =aken (''torn `ie titm VII of Tho Cheat €lruid.v, F1et11 M;Imr)e1rt 11trr €dhoi k. 11alow., Rox amn-: ;i:.iitilt IIY Lt 31 to(hl. tdi, 1e9tAi) (;enerally, si c tilinf s att(l5'�- 'iu'trarlslal<trlts sllcrtttct Itirve the t(tll()rvirt �`haract€ rlstiv � sher2l7lalrt tl: I . Tliey shotrltl beat the . tamp level that they were gr {aa.4n tit the nursery, 1 -ook fbr the root collar to deiermlix depth. 1 'rbe roots should be straight do en or spread ClUt, btlt rzttt CLtrVe(l, bent or doubled back to I'etrttl a "U" or "Y' drape. 1 The plant ShOUld be firmly tamped in removing any air pockets ar oundtlie roots :1. The plant should be in all uJ)dQlAposition, evert with the around, not irra halo or on ;a itiou d t Drive grub hoA into tali hoje irsta; Z Plate vwedhrig ti aist 44. 1`011 wtt nn taf ittal£a 4rallglit side at 4ud patk woUa jvttcr,,d dePCht wjait tt r (x.tt 4. Firush filling in aril t aad fern :. it with heol. . Firma arar:wl 4 41"lin with 'the fear. t`i, r l - S. plmrstogt Isketch adaim'd from U'€ & 1 at tal ,aervit't asiel Thfv I'm- fk*`, iaTtail leatltaaa° . S a llb, 1936.) Riparian Suffers Guidance Manual C- J Appcsnd& C - PhlnlitaT; (.7ewlif Taken It-on"t 4 Case Stuely v,/`I`tr�, Diji is ull Run Riparian Project: <t Gui&j"bi- Rr"parion Reslr1iwflvn Projects. (M>Ketr ber4 199 8) Juditl A, Cll'~ay Virginia O,0parlrxltrn orl tarestry. Appendix C, p. 16. 3i rtat t azc g A & 14t 1kt a am Caxatl tr�4 sa&t 4th ",.A mu ot tea„ iu", C a s su ±xr-A aw"m a ax€ 4 awo 14 x, 4h2tlaa fxa4r4 *Aat 11' #a?%ra0 :Gts icy.. btG✓c, ae tb t-aw 1A la 11.0 Itui a aa"W W 46 60-1 4V& co�ritn� z4.� �_�� .M *,Mtu is "fell P1 V rr rfi4 ¢ tt at jsh44 te "o rye.° ill v" 3 P,i4, 4 W n t4, tae isrWAIA. W. t-4a4 r�tt�ksl atxt 6V W,1 -im a Alim ee Ntranit tax oath x tag 4t tt��tas�e°� a srx�ts rtt a� ai 41ixt 41x+ r e �ratp va4~s.F� t,e �#rl 4rt+gxd WIr 4a 4A Riparian Suffers Guidance Manual C- 4 Installing Prot ti Net aw s o ,f Va aatr4seetZj ' g , le;, " zJ :xa�a, a15 r,"O. rl.ing. ' os;r ol. ar a tit 0m, 44 is dw,$UA W 16vt ;,'a '_W F" vmi4a WA a , tm" "b to woto Lt, If" m, t4A 4 "t $ "wvt W ,tip awoaa . Ar uvm vpmaac At U4 Eeaxara a €ate 5wmu tai: 'ju a a Tax tmho 11wa 414 ca t0AAuowo r €,aa #W ma oul o am A pm4lm tam Ba .e 1te" lit ml A vra3asa, i 6 akafa'rat &4 z4w t2rr Ik t"� it te rid swq }sue i:G€�,*tada �. REVISIONS REV DATE COMMENT BY 1 5/15/14 PER COUNTY COMMENTS DRH LL 0 zw Z, w= Gw p� pd �J FI w F-- �zzQA ZwJ °p LU p — �m ( 3: W o� W oor QLL €o h w iii ♦��♦ 10 0 w U as LL Q ° w �C ® a O 2 Q ° a° PI = z o w P4 /� (, >- W =O 2 n- ° _ w° W)-0 z j