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HomeMy WebLinkAboutSDP201900048 Plan - Submittal (First) Initial Site Plan 2019-08-02In CONTACT INFORMATION ATION REFER.�.�Tc+�'�� BOUNDARY & TOPOGRAPHIC/ALTA SURVEY ALTA/NSPS LAND TITLE SURVEY, SHAMIN HOTEL STATE FARM ROAD ALBEMARLE COUNTY, VIRGINIA PREPARED BY BOHLER ENGINEERING. PROJECT NO. SV11720653. DATED 4/26/18 ZONING MAP AMMENDMENT ZONING MAP AMENDMENT 2018-00005 FOR PT HOTEL, LLC 1628 STATE FARM BOULEVARD RIVANNA MAGISTERIAL DISTRICT, ALBEMARLE COUNTY, VA PREPARED BY BOHLER ENGINEERING PROJECT NO. V172065 DATED: JUNE 18,2018 REVISED: APRIL 15, 2019 GO VER-N1 .TNG A GENCITE ALBEMARLE DEPARTMENT OF COMMUNITY DEVELOPMENT CONTACT: TIM PADALINO, AICP - SENIOR PLANNER 401 MCINTIRE ROAD, NORTH WING CHARLOTTESVILLE, VIRGINIA22904-4596 (434) 296-5832 EXT. 3088 (P) UT-TL _A. IeL7LY/ ALBEMARLE COUNTY SERVICE AUTHORITY 168 SPOTNAP ROAD CHARLOTTESVILLE, VA 22911 (434) 977-4511 (P) DOMINION POWER 1719 HYDROLIC ROAD CHARLOTTESVILLE, VA 22901 CONTACT:JUDY MATTHEWS PHONE: (434) 972 - 6738 E-MAIL KELVIN.M.PARKER@DOMINIONENERGY.COM GAS CITY OF CHARLOTTESVILLE 305 4TH ST NW CHARLOTTESVILLE, VA 22903 CONTACT: CHRISTIAN CHIRCO PHONE: (434) 970 - 3811 E-MAIL: CHIRICOC@CHARLOTTESVILLE.ORG COMCAST 324 W. MAIN STREET CHARLOTTESVILLE, VA 22903 CONTACT: PHILIP PERRY PHONE: (434) 951 - 3812 E-MAIL: PHILIP PERRY@COMCAST.COM Si rE-. P.I-.AN LOCATION OF SITE --*IVANNA MAGISTERIAL DISTRICT ALBEMARLE OWNER KIMCO, LC 1570 E HIGH STREET CHARLOTTESVILLE, VA22901 - LOCAT! OTC MAP COPYRIGHT 2016 MICROSOFT CORPORATION SCALE: 11" = 2,000' DEVELOPER PT HOTEL, LLC 2000 WARE BOTTOM SPRING ROAD CHESTER, VA 23836 MICHAEL SWEENEY 804-777-9000 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, 'VIRGINIA 20186 Phone: (540) 349-4500 Fax: (540) 349-0321 VA@BohlerEng.com CONTACT: JOHN C. WRIGHT, P.E. SHEET INDEX SHEET TITLE SHEET NUMBER COVER SHEET C-101 GENERAL NOTES C-102 - /.C-103 PROFFERS C-104 ALTA/NSPS LAND TITLE SURVEY SHAMIN HOTEL C-105 DEMOLITION PLAN C-201 SITE PLAN C-301 GRADING PLAN C-401 UTILITY PLAN C-501 LANDSCAPE PLAN C-701 LANDSCAPE NOTES AND DETAILS C-702 LIGHTING PLAN C-801 CONSTRUCTION DETAILS C-901 WATER AND SEWER UTILITY DETAILS C-902 FAPPROVAL DATE DEPARTMENT OF COMMUNITY DEVELOPMENT PLANNER/ZONING ENGINEER INSPECTIONS ARB DEPARTMENT OF FIRE RESCUE ALBEMARLE COUNTY SERVICE AUTHORITY VIRGINIA DEPARTMENT OF TRANSPORTATION HEALTH DEPARTMENT or ft �o�\�0000�� � O w= \\ y � U W ' LL W U) <o o� s (n =m �, uZ1�(j-U� (D oN .,., .aua OZWW(n>ILL] i- W n� �._ ,... W<CT-LDWZ > Z U W U) z8 z .. {7 5 of < rr J 52 <m � Q o oow ,d co Z(��W ZI 0CL ~ 0Q Zr LL' z <�w - ow o �(/)WZ� Q F > C) W g am ' o 'o REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE. It's fast. It's free. It's the law. NOT APPROVED FOR CONSTRUCTION PROJECT No.: V172065 DRAWN BY: DSH CHECKED BY. JCW DATE: 8/2/19 CAD I.D.: SPD-0 PROJECT: INITIAL SITE PLAN DOCUMENTS T FOR PT HOTEL, LLC PROPOSED H MPTON INN 1628 STATE FARM BOULEVARD RIVANNA MAGISTERIAL DISTRICT ALBEMARLE, VIRGINIA \\ N F E ', IN 28 BLACKWELL PARK LANE, SUITE 2011 WARRENTON, VIRGINIA 20186 Phone: (540) 349-4500 Fax: (540) 349-0321 VA@BohlerEng.com m 01 SHEET TITLE: COVER SIJEET SHEET NUMBER: c 0 1 REVISION 0 - 8/2/19 H:\17\V172065\DRAWINGS\PLAN SETS\INITIAL SITE PLAN\V172065-SPD-0DWG PRINTED BY: CHEDGES 8.02.19 @ 7:37 AM LAST SAVED BY: CHEDGES 1: Q GENERAL NOTES (Rev. 1/2019) 1. THESE PLANS ARE SOLELY BASED ON INFORMATION THE OWNER AND OTHERS PROVIDED TO BOHLER ENGINEERING, VIRGINIA(HEREIN "BOHLER ENGINEERING") PRIOR TO THE DATE ON WHICH ENGINEER PREPARED THESE PLANS. THE CONTRACTOR MUST FIELD VERIFY ALL EXISTING CONDITIONS AND IMMEDIATELY NOTIFY BOHLER ENGINEERING, IN WRITING, IF ANY ACTUAL SITE CONDITIONS DIFFER FROM THOSE SHOWN ON THESE PLANS, OR IF THE PROPOSED WORK CONFLICTS WITH ANY OTHER SITE FEATURES. 2. THE CONTRACTOR MUST STRICTLY COMPLY WITH THESE NOTES AND ALL SPECIFICATIONS/REPORTS CONTAINED HEREIN. THE CONTRACTOR MUST ENSURE THAT ALL SUBCONTRACTORS FULLY AND COMPLETELY CONFORM TO AND COMPLY WITH THESE REQUIREMENTS, THESE NOTES, AND THE REQUIREMENTS ARTICULATED IN THE NOTES CONTAINED IN ALL THE OTHER DRAWINGS THAT COMPRISE THE PLAN SET OF DRAWINGS. ADDITIONAL NOTES AND SPECIFIC PLAN NOTES MAY BE FOUND ON THE INDIVIDUAL PLANS. THESE GENERAL NOTES APPLY TO THIS ENTIRE DOCUMENT PACKAGE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO REVIEWALL CONSTRUCTION CONTRACT DOCUMENTS INCLUDING, BUT NOT LIMITED TO, ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THE PROJECT WORK SCOPE, PRIOR TO THE INITIATION AND COMMENCEMENT OF CONSTRUCTION. 3. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION, THE CONTRACTOR MUST CONFIRM WITH THE ENGINEER OF RECORD THAT THE LATEST EDITION OF THE DOCUMENTS AND/OR REPORTS REFERENCED WITHIN THE PLAN REFERENCES ARE BEING USED FOR CONSTRUCTION. THIS IS THE CONTRACTOR'S SOLE AND COMPLETE RESPONSIBILITY. 4. PRIOR -TO THE COMMENCEMENT OF CONSTRUCTION, THE CONTRACTOR MUST ENSURE THAT ALL REQUIRED PERMITS AND APPROVALS HAVE BEEN OBTAINED. NO CONSTRUCTION OR FABRICATION IS TO BEGIN UNTIL THE CONTRACTOR HAS RECEIVED AND THOROUGHLY REVIEWED THE CONDITIONS OF APPROVAL TO ALL PLANS AND OTHER DOCUMENTS REVIEWED AND APPROVED BY THE PERMITTING AUTHORITIES AND HAS ALSO CONFIRMED THAT ALL NECESSARY AND REQUIRED PERMITS HAVE BEEN OBTAINED. THE CONTRACTOR MUST HAVE COPIES OF ALL PERMITS AND APPROVALS ON SITE AT ALL TIMES. 5. THE CONTRACTOR MUST ENSURE THAT ALL WORK IS PERFORMED IN ACCORDANCE WITH THESE PLANS, SPECIFICATIONSIREPORTS AND CONDITIONS OF APPROVAL, AND ALL APPLICABLE REQUIREMENTS, RULES, REGULATIONS, STATUTORY REQUIREMENTS, CODES, LAWS AND STANDARDS OF ALL GOVERNMENTAL ENTITIES WITH JURISDICTION OVER THIS PROJECT, AND ALL PROVISIONS IN AND CONDITIONS OF THE CONSTRUCTION CONTRACT WITH THE OWNER/DEVELOPER INCLUDING ALL EXHIBITS, ATTACHMENTS AND ADDENDA TO SAME. 6. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION, THE CONTRACTOR MUST COORDINATE THE BUILDING LAYOUT BY CAREFULLY REVIEWING THE MOST CURRENT ARCHITECTURAL, CIVIL AND STRUCTURAL CONSTRUCTION DOCUMENTS (INCLUDING, BUT NOT LIMITED TO, MECHANICAL, ELECTRICAL, PLUMBING AND FIRE SUPPRESSION PLANS, WHERE APPLICABLE). THE CONTRACTOR MUST IMMEDIATELY NOTIFY OWNER, ARCHITECT AND ENGINEER OF RECORD, IN WRITING, OF ANY CONFLICTS, DISCREPANCIES OR AMBIGUITIES WHICH EXIST BETWEEN THESE PLANS AND ANY OTHER PLANS THAT COMPRISE THE CONSTRUCTION DOCUMENTS. 7. CONTRACTOR MUST REFER TO AND ENSURE COMPLIANCE WITH THE APPROVED ARCHITECTURAL/BUILDiNG PLANS OF RECORD FOR EXACT LOCATIONS AND DIMENSIONS OF ENTRY/EXIT POINTS, ELEVATIONS, PRECISE BUILDING DIMENSIONS, AND EXACT BUILDING UTILITY LOCATIONS. 8. THE CONTRACTOR MUST FIELD VERIFY ALL DIMENSIONS AND MEASUREMENTS SHOWN ON THESE PLANS, PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. THE CONTRACTOR MUST IMMEDIATELY NOTIFY ENGINEER OF RECORD, IN WRITING, IF ANY CONFLICTS, DISCREPANCIES, OR AMBIGUITIES EXIST PRIOR TO PROCEEDING WITH CONSTRUCTION. NO EXTRA COMPENSATION WILL BE PAID TO THE CONTRACTOR FOR WORK WHICH HAS TO BE RE -DONE OR REPAIRED DUE TO DIMENSIONS, MEASUREMENTS OR GRADES SHOWN INCORRECTLY ON THESE PLANS PRIOR TO BOTH (A) THE CONTRACTOR GIVING ENGINEER OF RECORD WRITTEN NOTIFICATION OF SAME AND (B) ENGINEER OF RECORD, THEREAFTER, PROVIDING THE CONTRACTOR WITH WRITTEN AUTHORIZATION TO PROCEED WITH SUCH ADDITIONAL WORK. 9. THE CONTRACTOR MUST VERIFY ALL DIMENSIONS AND MEASUREMENTS INCLUDED ON DESIGN DOCUMENTS HEREIN AND MUST NOT SCALE OFF THE DRAWINGS DUE TO POTENTIAL PRINTING INACCURACIES. ALL DIMENSIONS AND MEASUREMENTS ARE TO BE CHECKED AND CONFIRMED BY THE GENERAL CONTRACTOR PRIOR TO PREPARATION OF SHOP DRAWINGS, FABRICATION/ORDERING OF PARTS AND MATERIALS AND COMMENCEMENT OF SITE WORK. SITE PLAN DRAWINGS ARE NOT INTENDED AS SURVEY DOCUMENTS. DIMENSIONS SUPERSEDE GRAPHICAL REPRESENTATIONS. THE CONTRACTOR MUST MAKE CONTRACTOR'S OWN MEASUREMENTS FOR LAYOUT OF IMPROVEMENTS. 10. THE OWNER AND CONTRACTOR MUST BE FAMILIAR WITH, AND RESPONSIBLE FOR THE PROCUREMENT OF ANY AND ALL CERTIFICATIONS REQUIRED FOR THE ISSUANCE OF A CERTIFICATE OF OCCUPANCY. 11. WHEN INCLUDED AS ONE OF THE REFERENCED DOCUMENTS, THE GEOTECHNICAL REPORT, SPECIFICATIONS AND RECOMMENDATIONS SET FORTH THEREIN ARE A PART OF THE REQUIRED CONSTRUCTION DOCUMENTS AND, IN CASE OF CONFLICT, DISCREPANCY OR AMBIGUITY, THE MORE STRINGENT REQUIREMENTS AND/OR RECOMMENDATIONS CONTAINED IN: (A) THE PLANS; AND (B) THE GEOTECHNICAL REPORT AND RECOMMENDATIONS, MUST TAKE PRECEDENCE UNLESS SPECIFICALLY NOTED OTHERWISE ON THE PLANS. THE CONTRACTOR MUST NOTIFY THE ENGINEER OF RECORD, IN WRITING, OF ANY SUCH CONFLICT, DISCREPANCY OR AMBIGUITY BETWEEN THE GEOTECHNICAL REPORT AND PLANS AND SPECIFICATIONS, PRIOR TO PROCEEDING WITH ANY FURTHER WORK. IF A GEOTECHNICAL REPORT WAS NOT CREATED, THEN THE CONTRACTOR MUST FOLLOW AND COMPLY WITH ALL OF THE REQUIREMENTS OF ANY AND ALL MUNICIPAL, COUNTY, STATE, AND FEDERAL LAWS AND APPLICABLE SPECIFICATIONS WHICH HAVE JURISDICTION OVER THIS PROJECT. 12. ENGINEER OF RECORD IS NEITHER LIABLE NOR RESPONSIBLE FOR ANY SUBSURFACE CONDITIONS AND FURTHER, HAS NO LIABILITY FOR ANY HAZARDOUS MATERIALS, HAZARDOUS SUBSTANCES, OR POLLUTANTS ON, ABOUT OR UNDER THE PROPERTY. 13. THE CONTRACTOR IS RESPONSIBLE FOR IDENTIFYING WHEN AND WHERE SHORING IS REQUIRED AND FOR INSTALLING ALL SHORING REQUIRED DURING EXCAVATION (TO BE PERFORMED IN ACCORDANCE WITH CURRENT OSHA STANDARDS) AND ANY ADDITIONAL PRECAUTIONS TO BE TAKEN TO ASSURE THE STABILITY OF ADJACENT, NEARBY AND CONTIGUOUS STRUCTURES AND PROPERTIES. ALL OF THIS WORK IS TO BE PERFORMED AT CONTRACTOR'S SOLE COST AND EXPENSE. 14. THE CONTRACTOR MUST EXERCISE EXTREME CAUTION WHEN PERFORMING ANY WORK ACTIVITIES ADJACENT TO PAVEMENT, STRUCTURES, ETC. WHICH ARE TO REMAIN EITHER FOR AN INITIAL PHASE OF THE PROJECT OR AS PART OF THE FINAL CONDITION. THE CONTRACTOR IS RESPONSIBLE FOR TAKING ALL APPROPRIATE MEASURES REQUIRED TO ENSURE THE STRUCTURAL STABILITY OF SIDEWALKS AND PAVEMENT, UTILITIES, BUILDINGS, AND INFRASTRUCTURE WHICH ARE TO REMAIN, AND TO PROVIDE A SAFE WORK AREA FOR THIRD PARTIES, PEDESTRIANS AND ANYONE INVOLVED WITH THE PROJECT. 15. DEBRIS MUST NOT BE BURIED ON THE SUBJECT SITE. ALL DEMOLITION AND CONSTRUCTION WASTES, UNSUITABLE EXCAVATED MATERIAL, EXCESS SOIL AND DEBRIS (SOLID WASTE) MUST BE DISPOSED OF IN ACCORDANCE WITH THE REQUIREMENTS OF ANY AND ALL MUNICIPAL, COUNTY, STATE, AND FEDERAL LAWS AND APPLICABLE CODES WHICH HAVE JURISDICTION OVER THIS PROJECT OR OVER THE CONTRACTOR. 16. IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY TO MAINTAIN RECORDS TO DEMONSTRATE PROPER AND FULLY COMPLIANT DISPOSAL ACTIVITIES, -TO BE PROMPTLY PROVIDED TO THE OWNER UPON REQUEST. 17. THE CONTRACTOR MUST REPAIR, AT CONTRACTOR'S SOLE COST, ALL DAMAGE DONE TO ANY NEW OR EXISTING CONSTRUCTION OR PROPERTY DURING THE COURSE OF CONSTRUCTION, INCLUDING BUT NOT LIMITED TO DRAINAGE, UTILITIES, PAVEMENT, STRIPING, CURB, ETC. AND MUST BEAR ALL COSTS ASSOCIATED WITH SAME TO INCLUDE, BUT NOT BE LIMITED TO, REDESIGN, RE -SURVEY, RE -PERMITTING AND CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR AND MUST REPLACE ALL SIGNAL INTERCONNECTION CABLE, WIRING CONDUITS, AND ANY UNDERGROUND ACCESSORY EQUIPMENT DAMAGED DURING CONSTRUCTION AND MUST BEAR ALL COSTS ASSOCIATED WITH SAME. THE REPAIR OF ANY SUCH NEW OR EXISTING CONSTRUCTION OR PROPERTY MUST RESTORE SUCH CONSTRUCTION OR PROPERTY TO A CONDITION EQUIVALENT TO OR BETTER THAN THE CONDITIONS PRIOR TO COMMENCEMENT OF THE CONSTRUCTION, AND IN CONFORMANCE WITH APPLICABLE CODES, LAWS, RULES, REGULATIONS, STATUTORY REQUIREMENTS AND STATUTES. THE CONTRACTOR MUST BEAR ALL COSTS ASSOCIATED WITH SAME. THE CONTRACTOR MUST, PROMPTLY, DOCUMENT ALL EXISTING DAMAGE AND NOTIFY, IN WRITING, THE , OWNER AND THE CONSTRUCTION MANAGER PRIOR TO THE START OF CONSTRUCTION. 18. THE ENGINEER OF RECORD AND BOHLER ENGINEERING ARE NOT RESPONSIBLE FOR AND HAVE NO CONTRACTUAL, LEGAL OR OTHER RESPONSIBILITIES FOR JOB SITE SAFETY JOB SITE SUPERVISION, OR ANYTHING RELATED TO SAME. THE ENGINEER OF RECORD AND BOHLER ENGINEERING HAVE NOT BEEN RETAINED TO PERFORM OR TO BE RESPONSIBLE FOR JOB SITE SAFETY, SAME BEING WHOLLY OUTSIDE OF ENGINEER OF RECORD'S AND BOHLER ENGINEERING SERVICES AS RELATED TO THE PROJECT. THE ENGINEER OF RECORD AND BOHLER ENGINEERING ARE NOT RESPONSIBLE TO IDENTIFY OR REPORT ANY JOB SITE SAFETY ISSUES OR ANY JOB SITE CONDITIONS, AT ANY TIME, 19. THE CONTRACTOR MUST IMMEDIATELY IDENTIFY IN WRITING, TO THE ENGINEER OF RECORD AND BOHLER ENGINEERING, ANY DISCREPANCIES THAT MAY OR COULD AFFECT THE PUBLIC SAFETY, HEALTH OR GENERAL WELFARE, OR PROJECT COST, IF THE CONTRACTOR PROCEEDS WITH CONSTRUCTION WITHOUT PROVIDING PROPER WRITTEN NOTIFICATION AS DESCRIBED ABOVE, IT WILL BE AT THE CONTRACTOR'S OWN RISKAND, FURTHER, THE CONTRACTOR MUST INDEMNIFY, DEFEND AND HOLD HARMLESS THE ENGINEER OF RECORD AND BOHLER ENGINEERING FOR ANY AND ALL DAMAGES, COSTS, INJURIES, ATTORNEY'S FEES AND THE LIKE WHICH RESULT FROM OR ARE IN ANY WAY RELATED TO SAME INCLUDING, BUT NOT LIMITED TO, ANY THIRD PARTY AND FIRST PARTY CLAIMS. 20. THE ENGINEER OF RECORD AND BOHLER ENGINEERING ARE NOT RESPONSIBLE FOR ANY INJURY OR DAMAGES RESULTING FROM THE CONTRACTOR'S FAILURE TO BUILD OR CONSTRUCT IN STRICT ACCORDANCE WITH THE APPROVED PLANS, AND CURRENT CODES, RULES, STATUTES AND THE LIKE. IF THE CONTRACTOR AND/OR OWNER FAIL TO BUILD OR CONSTRUCT IN STRICT ACCORDANCE WITH APPROVED PLANS, RULES, STATUTES, CODES AND THE LIKE, THE CONTRACTOR AND/OR OWNER AGREE TO AND MUST JOINTLY, INDEPENDENTLY, SEPARATELY, AND SEVERALLY INDEMNIFY AND HOLD THE ENGINEER OF RECORD AND BOHLER ENGINEERING HARMLESS FOR AND FROM ALL INJURIES, CLAIMS AND DAMAGES THAT ENGINEER AND BOHLER ENGINEERING SUFFER AND ANY AND ALL COSTS THAT ENGINEER AND BOHLER ENGINEERING INCUR AS RELATED TO SAME. 21. ALL CONTRACTORS MUST CARRY AT LEAST THE MINIMUM AMOUNT OF THE SPECIFIED AND COMMERCIALLY REASONABLE STATUTORY WORKER'S COMPENSATION INSURANCE, EMPLOYER'S LIABILITY INSURANCE AND COMMERCIAL GENERAL LIABILITY INSURANCE (CGL) INCLUDING ALSO ALL UMBRELLA COVERAGES. ALL CONTRACTORS MUST HAVE THEIR CGIL 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 INSUREDS AND TO PROVIDE CONTRACTUAL LIABILITY COVERAGE SUFFICIENT TO INSURE THE (DEFEND, IF APPLICABLE) AND HOLD HARMLESS AND INDEMNITY OBLIGATIONS ASSUMED AND AGREED TO BY THE CONTRACTOR HEREIN. ALL CONTRACTORS MUST FURNISH BOHLER ENGINEERING WITH CERTIFICATIONS OF INSURANCE OR CERTIFICATES OF INSURANCE AS EVIDENCE OF THE REQUIRED INSURANCE COVERAGES PRIOR TO COMMENCING ANY WORK AND UPON RENEWAL OF EACH POLICY DURING THE ENTIRE PERIOD OF CONSTRUCTION AND FOR TWO YEARS AFTER THE COMPLETION OF CONSTRUCTION AND AFTER ALL PERMITS ARE ISSUED, WHICHEVER DATE IS LATER. IN ADDITION, ALL CONTRACTORS AGREE THAT THEY WILL, TO THE FULLEST EXTENT PERMITTED UNDER THE LAW, INDEMNIFY, DEFEND AND HOLD HARMLESS BOHLER 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 CONTRACTOR(S), ALL CLAIMS BY THIRD PARTIES AND ALL CLAIMS RELATED To THE PROJECT. THE CONTRACTOR MUST NOTIFY ENGINEER, IN WRITING, AT LEAST THIRTY (30) DAYS PRIOR TO ANY TERMINATION, SUSPENSION OR CHANGE OF ITS INSURANCE HEREUNDER. 22. THE ENGINEER OF RECORD AND BOHLER ENGINEERING ARE NOT RESPONSIBLE FOR CONSTRUCTION METHODS, MEANS, TECHNIQUES OR PROCEDURES, GENERALLY OR FOR THE CONSTRUCTION MEANS, METHODS, TECHNIQUES OR PROCEDURES FOR COMPLETION OF THE WORK DEPICTED BOTH ON THESE PLANS, AND FOR ANY CONFLICTS IN SCOPE AND REVISIONS THAT RESULT FROM SAME. THE CONTRACTOR IS FULLY AND SOLELY RESPONSIBLE FOR DETERMINING THE MEANS AND METHODS FOR COMPLETION OF THE WORK, PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 23. NEITHERTHE 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 CONSTRUCT] ON/P ROJ ECT SITE (HEREIN "BOHLER ENGINEERING PARTIES`), RELIEVES OR WILL RELIEVE THE CONTRACTOR OF AND FROM ITS OBLIGATIONS, DUTIES AND RESPONSIBILITIES INCLUDING, BUT NOT LIMITED TO, CONSTRUCTION MEANS, METHODS, SEQUENCE, TECHNIQUES OR PROCEDURES NECESSARY FOR PERFORMING, OVERSEEING, SUPERINTENDING AND COORDINATING THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS AND COMPLIANCE WITH ALL HEALTH AND SAFETY PRECAUTIONS REQUIRED BY ANY REGULATORY AGENCIES WITH JURISDICTION OVER THE PROJECT AND/OR PROPERTY. BOHLER ENGINEERING AND ITS EMPLOYEES, PERSONNEL, AGENTS, SUBCONTRACTORS AND SUBCONSULTANTS HAVE NO AUTHORITY TO EXERCISE ANY CONTROL OVER (OR ANY RESPONSIBILITY FOR) ANY CONSTRUCTION, THE CONTRACTOR OR ITS EMPLOYEES RELATING TO THEIR WORK AND ANY AND ALL HEALTH AND SAFETY PROGRAMS OR PROCEDURES. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR JOB SITE SAFETY. THE CONTRACTOR MUST INDEMNIFY, DEFEND, PROTECT AND HOLD HARMLESS BOHLER ENGINEERING FOR AND FROM ANY LIABILITY TO BOHLER ENGINEERING RESULTING FROM THE CONTRACTOR'S WORK, SERVICES AND/OR VIOLATIONS OF THIS NOTE, THESE NOTES OR, ANY NOTES IN THE PLAN SET AND, FURTHER, THE CONTRACTOR MUST NAME BOHLER ENGINEERING AS AN ADDITIONAL INSURED UNDER THE GENERAL CONTRACTOR'S POLICIES OF GENERAL LIABILITY INSURANCE As DESCRIBED ABOVE. 24, WHEN IT IS CLEARLY AND SPECIFICALLY WITHIN BOHLER ENGINEERING'S SCOPE OF SERVICES CONTRACT WITH THE OWNER/DEVELOPER, BOHLER ENGINEERING WILL REVIEW OR TAKE OTHER APPROPRIATE ACTION ON THE CONTRACTOR I SUBMITTALS, SUCH AS SHOP DRAWINGS, PRODUCT DATA, SAMPLES, AND OTHER DATA, WHICH THE CONTRACTOR IS REQUIRED TO SUBMIT, BUT ONLY FOR THE LIMITED PURPOSE OF EVALUATING CONFORMANCE WITH THE DESIGN INTENT AND THE INFORMATION SHOWN IN THE CONSTRUCTION CONTRACT DOCUMENTS. CONSTRUCTION MEANS AND METHODS AND/OR TECHNIQUES OR PROCEDURES, COORDINATION OF THE WORK WITH OTHER TRADES, AND CONSTRUCTION SAFETY PRECAUTIONS ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND BOHLER ENGINEERING HAS NO RESPONSIBILITY OR LIABILITY FOR SAME. BOHLER ENGINEERING WILL PERFORM ITS SHOP DRAWING REVIEW WITH REASONABLE PROMPTNESS, AS CONDITIONS PERMIT. ANY DOCUMENT, DOCUMENTING BOHLER ENGINEERING'S REVIEW OF A SPECIFIC ITEM OR LIMITED SCOPE, MUST NOT INDICATE THAT BOHLER ENGINEERING HAS REVIEWED THE ENTIRE ASSEMBLY OF WHICH THE ITEM IS A COMPONENT. BOHLER ENGINEERING IS NOT RESPONSIBLE FOR ANY DEVIATIONS FROM THE CONSTRUCTION DOCUMENTS. THE CONTRACTOR MUST, IN WRITING, PROMPTLY AND IMMEDIATELY BRING ANY DEVIATIONS FROM THE CONSTRUCTION DOCUMENTS TO BOHLER ENGINEERING'S ATTENTION. BOHLER ENGINEERING IS NOT REQUIRED TO REVIEW PARTIAL SUBMISSIONS OR THOSE FOR WHICH SUBMISSIONS OF CORRELATED ITEMS HAVE NOT BEEN RECEIVED. 25. IF THE CONTRACTOR DEVIATES FROM THESE PLANS AND/OR SPECIFICATIONS, INCLUDING THE NOTES CONTAINED HEREIN WITHOUT FIRST OBTAINING THE PRIOR WRITTEN AUTHORIZATION OF THE ENGINEER OF RECORD AND/OR BOHLER ENGINEERING FOR ALL DEVIATIONS WITHIN ENGINEER'S SCOPE, THE CONTRACTOR IS SOLELY RESPONSIBLE FOR THE PAYMENT OF ALL COSTS INCURRED IN CORRECTING ANY WORK PERFORMED WHICH DEVIATES FROM THE PLANS, ALL FINES AND/OR PENALTIES ASSESSED WITH RESPECT THERETO AND ALL COMPENSATORY OR PUNITIVE DAMAGES RESULTING THEREFROM AND, FURTHER, MUST DEFEND, INDEMNIFY, PROTECT, AND HOLD HARMLESS THE ENGINEER OF RECORD AND BOHLER ENGINEERING PARTIES TO THE FULLEST EXTENT PERMITTED UNDER THE LAW, FOR AND FROM ALL FEES, ATTORNEY& FEES, DAMAGES, COSTS, JUDGMENTS, CLAIMS, INJURIES, PENALTIES AND THE LIKE RELATED TO SAME. 26. THE CONTRACTOR IS RESPONSIBLE FOR A MAINTAINING AND PROTECTING THE TRAFFIC CONTROL PLAN AND ELEMENTS IN ACCORDANCE WITH FEDERAL, STATE, AND LOCAL REQUIREMENTS, FOR ALL WORK THAT AFFECTS PUBLIC TRAVEL EITHER IN THE RIGHT OF WAY OR ON SITE. THE COST FORTHIS ITEM MUST BE INCLUDED IN THE CONTRACTOR'S PRICE AND IS THE CONTRACTOR'S SOLE RESPONSIBILITY. 27. OWNER MUST MAINTAIN AND PRESERVE ALL PHYSICAL SITE FEATURES AND DESIGN FEATURES DEPICTED ON THE PLANS AND RELATED DOCUMENTS IN STRICT ACCORDANCE WITH THE APPROVED PLAN(S) AND DESIGN; AND, FURTHER, THE ENGINEER OF RECORD AND/OR BOHLER ENGINEERING ARE NOT RESPONSIBLE FOR ANY FAILURE TO SO MAINTAIN OR PRESERVE SITE AND/OR DESIGN FEATURES, IF OWNER FAILS TO MAINTAIN AND/OR PRESERVE ALL PHYSICAL SITE FEATURES AND/OR DESIGN FEATURES DEPICTED ON THE PLANS AND RELATED DOCUMENTS, OWNER AGREES TO INDEMNIFY AND HOLD THE ENGINEER OF RECORD AND BOHLER ENGINEERING PARTIES, HARMLESS FOR ALL INJURIES, DAMAGES AND COSTS THAT ENGINEER OF RECORD AND/OR BOHLER ENGINEERING INCUR AS A RESULT OF SAID FAILURE OR FAILURE TO PRESERVE. 2& THE CONTRACTOR IS SOLELY RESPONSIBLE FOR ENSURING THAT ALL CONSTRUCTION ACTIVITIES AND MATERIALS COMPLY WITH AND CONFORM TO APPLICABLE FEDERAL, STATE AND LOCAL RULES AND REGULATIONS, LAWS, ORDINANCES, AND CODES, AND ALL APPLICABLE REQUIREMENTS OF THE OCCUPATIONAL SAFETY AND HEALTH ACT OF 1970,(29 U.S.C. 651 ET SEQ.) AS AMENDED, AND ANY MODIFICATIONS, AMENDMENTS OR REVISIONS TO SAME. 29. THE CONTRACTOR MUST STRICTLY COMPLY WITH THE LATEST AND CURRENT OSHA STANDARDS AND REGULATIONS, AND/OR ANY OTHER AGENCY WITH JURISDICTION OVER EXCAVATION AND TRENCHING PROCEDURES. ENGINEER OF RECORD AND BOHLER ENGINEERING HAS NO RESPONSIBILITY FOR OR AS RELATED TO EXCAVATION AND TRENCHING PROCEDURES AND WORK. 30. THE CONTRACTOR AND THE OWNER MUST INSTALL ALL ELEMENTS AND COMPONENTS IN STRICT COMPLIANCE WITH AND IN ACCORDANCE WITH MANUFACTURER'S STANDARDS AND RECOMMENDED INSTALLATION CRITERIA AND SPECIFICATIONS. IF THE CONTRACTOR AND/OR OWNER FAIL TO DO SO, THEY AGREE TO JOINTLY, INDEPENDENTLY, SEPARATELY, COLLECTIVELY, AND SEVERALLY INDEMNIFY, DEFEND, PROTECT AND HOLD ENGINEER OF RECORD AND/OR BOHLER ENGINEERING PARTIES HARMLESS FOR ALL INJURIES AND DAMAGES THAT ENGINEER SUFFERS AND COSTS THAT ENGINEER INCURS AS A RESULT OF SAID FAILURE. 31. THE CONTRACTOR IS RESPONSIBLE TO MAINTAIN AN ON -SITE STORMWATER POLLUTION PREVENTION PLAN (SWPPP) IN COMPLIANCE WITH THE ENVIRONMENTAL PROTECTION AGENCY (EPA) REQUIREMENTS OR LOCAL GOVERNING AGENCY FOR SITES WHERE ONE (1) ACRE OR MORE IS DISTURBED BY CONSTRUCTION ACTIVITIES (UNLESS THE LOCAL JURISDICTION REQUIRES A DIFFERENT THRESHOLD). THE CONTRACTOR MUST ENSURE THAT ALL ACTIVITIES, INCLUDING THOSE OF ALL SUBCONTRACTORS, ARE IN COMPLIANCE WITH THE SWPPP, INCLUDING BUT NOT LIMITED TO LOGGING ACTIVITIES (MINIMUM ONCE PER WEEK AND AFTER RAINFALL EVENTS) AND CORRECTIVE MEASURES, AS APPROPRIATE AND FURTHER, THE CONTRACTOR IS SOLELY AND COMPLETELY RESPONSIBLE FOR FAILING TO DO SO. 32. AS CONTAINED IN THESE DRAWINGS AND ASSOCIATED DOCUMENTS PREPARED BY THE SIGNATORY PROFESSIONAL ENGINEER OF RECORD, THE USE OF THE WORDS'CERTIFY'OR'CERTIFICATION'CONSTITUTE(S) AN EXPRESSION ONLY OF PROFESSIONAL OPINION REGARDING THE INFORMATION WHICH IS THE SUBJECT OF THE ENGINEER OF RECORD'S KNOWLEDGE OR BELIEF AND IN ACCORDANCE WITH COMMON AND ACCEPTED PROCEDURE CONSISTENT WITH THE APPLICABLE STANDARDS OF PRACTICE, AND DOES NOT CONSTITUTE A WARRANTY OR GUARANTEE OF ANY NATURE OR TYPE, EITHER EXPRESSED OR IMPLIED, UNDER ANY CIRCUMSTANCES. SITE LAYOUT NOTES (Rev. 1/2019) 1. THE GENERAL NOTES MUST BE INCLUDED AS PART OF THIS ENTIRE DOCUMENT PACKAGE AND ARE PART OF THE CONTRACT DOCUMENTS. THE GENERAL NOTES ARE REFERENCED HEREIN, AND THE CONTRACTOR MUST REFER TO THEM AND FULLY COMPLY WITH THESE NOTES, IN THEIR ENTIRETY. THE CONTRACTOR MUST BE FAMILIAR WITH AND ACKNOWLEDGE FAMILIARITY WITH ALL OF THE GENERAL NOTES AND ALL OF THE PLANS'SPECIFIC NOTES. 2. PRIOR TO THE COMMENCEMENT OF GENERAL CONSTRUCTION, THE CONTRACTOR MUST INSTALL SOIL EROSION CONTROL AND ANY STORMWATER POLLUTION PREVENTION PLAN (SWPPP) MEASURES NECESSARY, AS INDICATED ON THE APPROVED SOIL EROSION AND SEDIMENT CONTROL PLAN AND IN ACCORDANCE WITH APPLICABLE AND/OR APPROPRIATE AGENCIES'GUIDELINES TO PREVENT SEDIMENT AND/OR LOOSE DEBRIS FROM WASHING ONTO ADJACENT PROPERTIES OR THE RIGHT OF WAY. 3. ALL DIRECTIONAL/TRAFFIC SIGNING AND PAVEMENT STRIPING MUST CONFORM TO THE LATEST STANDARDS OF THE MANUAL ON UNIFORM TRAFFIC CONTROL (MUTCD) AND ANY APPLICABLE STATE OR LOCALLY APPROVED SUPPLEMENTS, GUIDELINES, RULES, REGULATIONS, STANDARDS AND THE LIKE. 4. THE LOCATIONS OF PROPOSED UTILITY POLES AND TRAFFIC SIGNS SHOWN ON THE PLANS ARE SCHEMATIC AND PRELIMINARY. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR FIELD -VERIFYING THEIR LOCATION. THE CONTRACTOR MUST COORDINATE THE RELOCATION OF TRAFFIC SIGNS WITH THE ENTITY WITH JURISDICTION OVER THE PROJECT. 5. ALL DIMENSIONS SHOWN ARE TO BOTTOM FACE OF CURB, EDGE OF PAVEMENT, OR EDGE OF BUILDING, EXCEPT WHEN DIMENSION IS TO A PROPERTY LINE, STAKE OUT OF LOCATIONS OF INLETS, LIGHT POLES, ETC. MUST BE PERFORMED IN STRICT ACCORDANCE WITH THE DETAILS, UNLESS NOTED CLEARLY OTHERWISE. GRADING NOTE S (Rev.1/2019) I 1. THE GENERAL NOTES MUST BE INCLUDED AS PART OF THIS ENTIRE DOCUMENT PACKAGE AND ARE PART OF THE CONTRACT DOCUMENTS. THE GENERAL NOTES ARE REFERENCED HEREIN, AND THE CONTRACTOR MUST REFER TO THEM AND FULLY COMPLY WITH THESE NOTES, IN THEIR ENTIRETY. THE CONTRACTOR MUST BE FAMILIAR WITH AND ACKNOWLEDGE FAMILIARITY WITH ALL OF THE GENERAL NOTES AND ALL OF THE PLANS'SPECIFIC NOTES. 2. SITE GRADING MUST BE PERFORMED IN ACCORDANCE WITH THESE PLANS AND SPECIFICATIONS AND THE RECOMMENDATIONS SET FORTH IN THE GEOTECHNICAL REPORT AS REFERENCED IN THIS PLAN SET, IF NO GEOTECHNICAL REPORT HAS BEEN REFERENCED, THE CONTRACTOR MUST HAVE A GEOTECHNICAL ENGINEER PROVIDE WRITTEN SPECIFICATIONS AND RECOMMENDATIONS PRIOR TO THE CONTRACTOR COMMENCING THE GRADING WORK. THE CONTRACTOR MUST FOLLOW THE REQUIREMENTS OF ALL MUNICIPAL, COUNTY, STATE, AND FEDERAL LAWS, WHICH HAVE JURISDICTION OVER THIS PROJECT. 3. THE CONTRACTOR IS REQUIRED TO SECURE ALL NECESSARY AND/OR REQUIRED PERMITS AND APPROVALS FOR ALL OFF -SITE ' MATERIAL SOURCES AND DISPOSAL FACILITIES. THE CONTRACTOR MUST SUPPLY A COPY OF APPROVALS TO THE ENGINEER OF RECORD AND THE OWNER PRIOR TO THE CONTRACTOR COMMENCING ANY WORK. 4. THE CONTRACTOR IS FULLY RESPONSIBLE FOR VERIFYING EXISTING TOPOGRAPHIC INFORMATION AND UTILITY INVERT ELEVATIONS PRIOR TO COMMENCING ANY CONSTRUCTION. SHOULD DISCREPANCIES BETWEEN THE PLANS AND INFORMATION OBTAINED THROUGH FIELD VERIFICATIONS BE IDENTIFIED OR EXIST, THE CONTRACTOR MUST IMMEDIATELY NOTIFY THE ENGINEER OF RECORD, IN WRITING. 5. THE CONTRACTOR IS RESPONSIBLE FOR REMOVING AND REPLACING ALL UNSUITABLE MATERIALS WITH SUITABLE MATERIALS AS SPECIFIED IN THE GEOTECHNICAL REPORT. THE CONTRACTOR MUST COMPACT ALL EXCAVATED OR FILLED AREAS IN STRICT ACCORDANCE WITH THE GEOTECHNICAL REPORT'S GUIDANCE. MOISTURE CONTENT AT TIME OF PLACEMENT MUST BE SUBMITTED IN A COMPACTION REPORT PREPARED BY A QUALIFIED GEOTECHNICAL ENGINEER, REGISTERED WITH THE STATE WHERE THE WORK IS PERFORMED. THIS REPORT MUST VERIFY THAT ALL FILLED AREAS AND SUBGRADE AREAS WITHIN THE BUILDING PAD AREA AND AREAS TO BE PAVED HAVE BEEN COMPACTED IN ACCORDANCE WITH THESE PLANS, SPECIFICATIONS AND THE RECOMMENDATIONS SET FORTH IN THE GEOTECHNICAL REPORT AND ALL APPLICABLE REQUIREMENTS, RULES, STATUTES, LAWS, ORDINANCES AND CODES WHICH ARE IN EFFECT AND WHICH ARE APPLICABLE TO THE PROJECT. SUBBASE MATERIAL FOR SIDEWALKS, CURB, OR ASPHALT MUST BE FREE OF ORGANICS AND OTHER UNSUITABLE MATERIALS. SHOULD SUBBASE BE DEEMED UNSUITABLE BY OWNER/DEVELOPER, OR OWNER/DEVELOPER'S REPRESENTATIVE, SUBBASE MUST BE REMOVED AND FILLED WITH APPROVED FILL MATERIAL, COMPACTED AS THE GEOTECHNICAL REPORT DIRECTS. EARTHWORK ACTIVITIES INCLUDING, BUT NOT LIMITED TO, EXCAVATION, BACKFILL, AND COMPACTING MUST COMPLY WITH THE 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 ON (LATEST EDITION) AND ANY AMENDMENTS OR REVISIONS THERETO. 6. THE TOPS OF EXISTING MANHOLES, INLET STRUCTURES, AND SANITARY CLEANOUT TOPS MUST BE ADJUSTED, AS NECESSARY, TO MATCH PROPOSED FINISHED GRADES WITH NO TRIPPING OR SAFETY HAZARD IN ACCORDANCE WITH ALL APPLICABLE STANDARDS, REQUIREMENTS, RULES, STATUTES, LAWS, ORDINANCES AND CODES, 7. IN THE EVENT OF A DISCREPANCY(IES) AND/OR A CONFLICT(S) BETWEEN PLANS, OR RELATIVE TO OTHER PLANS, THE GRADING PLAN TAKES PRECEDENCE AND CONTROLS. THE CONTRACTOR MUST IMMEDIATELY NOTIFY THE ENGINEER OF RECORD, IN WRITING, OF ANY DISCREPANCY(IES) AND/CR CONFLICT(S), 8. THE CONTRACTOR IS RESPONSIBLE TO IMPORT FILL OR EXPORT EXCESS MATERIAL AS NECESSARYTO CONFORM TO THE PROPOSED GRADING, AND TO BACKFILL EXCAVATIONS FOR THE INSTALLATION OF UNDERGROUND IMPROVEMENTS, ACCESSIBILITY DESIGN GUIDELINES - (Rev. 1/2019) 1. ALL ACCESSIBLE (A.K.A. ADA) COMPONENTS AND ACCESSIBLE ROUTES MUST BE CONSTRUCTED TO MEET, AT A MINIMUM, THE MORE STRINGENT OF: (A) THE REQUIREMENTS OF THE "AMERICANS WITH DISABILITIES ACT" (ADA) CODE (42 U.S.C. § 12101 ET SEQ. AND 42 U.S.C. § 4151 ET SEQ.); AND (B) ANY APPLICABLE LOCAL AND STATE GUIDELINES, AND ANY AND ALL AMENDMENTS TO BOTH, WHICH ARE IN EFFECT WHEN THESE PLANS WERE COMPLETED. 2� THE CONTRACTOR MUST REVIEW ALL DOCUMENTS REFERENCED IN THESE NOTES FOR ACCURACY, COMPLIANCE AND CONSISTENCY WITH INDUSTRY GUIDELINES. 3. THE CONTRACTOR MUST EXERCISE APPROPRIATE CARE AND PRECISION IN CONSTRUCTION OF ACCESSIBLE (ADA) COMPONENTS AND ACCESSIBLE ROUTES FOR THE SITE. FINISHED SURFACES ALONG THE ACCESSIBLE ROUTE OF TRAVEL FROM PARKING SPACES, PUBLIC TRANSPORTATION, PEDESTRIAN ACCESS, AND INTER -BUILDING ACCESS, TO POINTS OF ACCESSIBLE BUILDING ENTRANCE/EXIT, MUST COMPLY WITH THE ACCESSIBLE GUIDELINES AND REQUIREMENTS WHICH INCLUDE, BUT ARE NOT LIMITED TO THE FOLLOWING: A. ACCESSIBLE PARKING SPACES AND ACCESS AISLES SLOPES MUST NOT EXCEED1:50 (2.0%) IN ANY DIRECTION. B. PATH OF TRAVEL ALONG ACCESSIBLE ROUTE MUST PROVIDE A 36-INCHES MINIMUM WIDTH (48-INCHES PREFERRED), OR AS SPECIFIED BY THE GOVERNING AGENCY. UNOBSTRUCTED WIDTH OF TRAVEL (CAR OVERHANGS AND/OR HANDRAILS) MUST NOT REDUCE THIS MINIMUM WIDTH. THE SLOPE MUST NOT EXCEED 1:20 (5.0%) IN THE DIRECTION OF TRAVEL AND MUST NOT EXCEED 1:50 (2.0%) IN CROSS SLOPE. WHERE ACCESSIBLE PATH OF TRAVEL IS GREATER THAN 1:20 (5.0%), AN ACCESSIBLE RAMP MUST BE PROVIDED. ALONG THE ACCESSIBLE PATH OF TRAVEL, OPENINGS MUST NOT EXCEED 1/2-INCH IN WIDTH. VERTICAL CHANGES OF UP TO 1/2-INCH ARE PERMITTED ONLY IF THEY INCLUDES A 1/4-INCH BEVEL AT A SLOPE NOT STEEPER THAN 1:2. NO VERTICAL CHANGES OVER 1/4-INCH ARE PERMITTED. C. ACCESSIBLE RAMPS MUST NOT EXCEED A SLOPE OF 1:12 (8.3%) AND A RISE OF 30-INCHES. LEVEL LANDINGS MUST BE PROVIDED AT EACH END OF ACCESSIBLE RAMPS. LANDING MUST PROVIDE POSITIVE DRAINAGE AWAY FROM STRUCTURES, AND MUST NOT EXCEED 1:50 (2.0%) SLOPE IN ANY DIRECTION. RAMPS THAT CHANGE DIRECTION BETWEEN RUNS AT LANDINGS MUST HAVE A CLEAR LANDING OF A MINIMUM OF 60-INCHES BY 60-INCHES. HAND RAILS ON BOTH SIDES OF THE RAMP MUST BE PROVIDED ON AN ACCESSIBLE RAMP WITH A RISE GREATER THAN 6-INCHES. D. ACCESSIBLE CURB RAMPS MUST NOT EXCEED A SLOPE OF 1:12 (8.3%). WHERE FLARED SIDES ARE PROVIDED, THEY MUST NOT EXCEED 1:10 (10%) SLOPE. LEVEL LANDING MUST BE PROVIDED AT RAMPS TOP AT A MINIMUM OF 36-INCHES LONG (48-INCHES PREFERRED). IN ALTERATIONS, WHEN THERE IS NO LANDING AT THE TOP, FLARE SIDES SLOPES MUST NOT EXCEED A SLOPE OF 1:12 (8.3%). E� DOORWAY LANDINGS AREAS MUST BE PROVIDED ON THE EXTERIOR SIDE OF ANY DOOR LEADING TO AN ACCESSIBLE PATH OF TRAVEL. THIS LANDING MUST BE SLOPED AWAY FROM THE DOOR NO MORE THAN 1:50 (2.0%) FOR POSITIVE DRAINAGE. THIS LANDING AREA MUST BE NO FEWER THAN 60-INCHES (5 FEET) LONG, EXCEPT WHERE OTHERWISE CLEARLY PERMITTED BY ACCESSIBLE STANDARDS FOR ALTERNATIVE DOORWAY OPENING CONDITIONS. (SEE ICC/ANSI Al 17.1-2009 AND OTHER REFERENCES INCORPORATED BY CODE). F. WHEN THE PROPOSED CONSTRUCTION INVOLVES RECONSTRUCTION, MODIFICATION, REVISION OR EXTENSION OF OR TO ACCESSIBLE COMPONENTS FROM EXISTING DOORWAYS OR SURFACES, THE CONTRACTOR MUST VERIFY ALL EXISTING ELEVATIONS SHOWN ON THE PLAN. NOTETHAT TABLE 405.2 OF THE DEPARTMENT OF JUSTICE'S ADA STANDARDS FOR ACCESSIBLE DESIGN ALLOWS FOR STEEPER RAMP SLOPES, IN RARE CIRCUMSTANCES. THE CONTRACTOR MUST IMMEDIATELY NOTIFY THE ENGINEER OF RECORD, IN WRITING, OF ANY DISCREPANCIES AND/OR FIELD CONDITIONS THAT DIFFER IN ANY WAY OR IN ANY RESPECT FROM WHAT IS SHOWN ON THE PLANS BEFORE COMMENCING ANY D IMPROVEMENTS MUST FALL WITHIN THE MAXIMUM AND MINIMUM LIMITATIONS IMPOSED BY THE BARRIER FREE - REGULATIONS AND THE ACCESSIBLE GUIDELINES. G. THE CONTRACTOR MUST VERIFY ALL OF THE SLOPES OF THE CONTRACTOR'S FORMS PRIOR TO POURING CONCRETE. IF ANY NON-CONFORMANCE EXISTS OR IS OBSERVED OR DISCOVERED, THE CONTRACTOR MUST IMMEDIATELY NOTIFY THE ENGINEER OF RECORD, IN WRITING, PRIOR TO POURING CONCRETE. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR ALL COSTS TO REMOVE, REPAIR AND/OR REPLACE NON -CONFORMING CONCRETE AND/OR PAVEMENT SURFACES. 4. IT IS STRONGLY RECOMMENDED THAT THE CONTRACTOR REVIEW THE INTENDED CONSTRUCTION TO ENSURE SAME IS CONSISTENT WITH THE LOCAL BUILDING CODE PRIOR TO COMMENCING CONSTRUCTION. DEMOLITION NOTES (Rev. 1/2019) 1. THE GENERAL NOTES MUST BE INCLUDED AS PART OF THIS ENTIRE DOCUMENT PACKAGE AND ARE PART OF THE CONTRACT DOCUMENTS. THE GENERAL NOTES ARE REFERENCED HEREIN, AND THE CONTRACTOR MUST REFER TO THEM AND FULLY COMPLY WITH THESE NOTES, IN THEIR ENTIRETY. THE CONTRACTOR MUST BE FAMILIAR WITH AND ACKNOWLEDGE FAMILIARITY WITH ALL OF THE GENERAL NOTES AND ALL OF THE PLANS'SPECIFIC NOTES. 2 THE CONTRACTOR MUST CONDUCT DEMOLITION/REMOVALS ACTIVITIES IN SUCH A MANNER AS TO ENSURE MINIMUM INTERFERENCE WITH ROADS, STREETS, SIDEWALKS, WALKWAYS, AND ALL OTHER ADJACENT FACILITIES. THE CONTRACTOR MUST OBTAIN ALL APPLICABLE PERMITS FROM THE APPROPRIATE GOVERNMENTAL AUTHORITY(IES) PRIOR TO THE COMMENCEMENT OF ANY ROAD OPENING OR DEMOLITION ACTIVITIES IN OR ADJACENT TO THE RIGHT-OF-WAY. 3. WHEN DEMOLITION -RELATED ACTIVITIES IMPACT ROADWAYS AND/OR ROADWAY RIGHT-OF-WAY, THE CONTRACTOR MUST PROVIDE TRAFFIC CONTROL AND GENERALLY ACCEPTED SAFE PRACTICES IN CONFORMANCE WITH THE CURRENT FEDERAL HIGHWAY ADMINISTRATION "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES" (MUTCD), AND THE FEDERAL, STATE, AND LOCAL REGULATIONS. 4� THE DEMOLITION (AND/OR REMOVALS) PLAN IS INTENDED TO PROVIDE GENERAL INFORMATION AND TO IDENTIFY ONLY CONDITIONS REGARDING ITEMS TO BE DEMOLISHED, REMOVED, AND/OR TO REMAIN. A. THE CONTRACTOR MUST ALSO REVIEW ALL CONSTRUCTION DOCUMENTS AND INCLUDE WITHIN THE DEMOLITION ACTIVITIES ALL INCIDENTAL WORK NECESSARY FOR THE CONSTRUCTION OF THE NEW SITE IMPROVEMENTS. B. THIS PLAN IS NOT INTENDED TO AND DOES NOT PROVIDE DIRECTION REGARDING THE MEANS, METHODS, SEQUENCING, TECHNIQUES AND PROCEDURES TO BE EMPLOYED TO ACCOMPLISH THE WORK, ALL MEANS, METHODS, SEQUENCING, TECHNIQUES AND PROCEDURES TO BE USED MUST BE IN STRICT ACCORDANCE AND CONFORMANCE WITH ALL STATE, ND JURISDICTIONAL REQUIREMENTS. THE CONTRACTOR MUST COMPLY WITH ALL OSHA AND OTHER SAFETY PRECAUTIONS NECESSARY TO PROVIDE A SAFE WORK SITE FOR THE CONTRACTOR ANDTHE PUBLIC. 5. THE CONTRACTOR MUST PROVIDE ALL "METHODS AND MEANS" NECESSARY TO PREVENT MOVEMENT, SETTLEMENT, OR COLLAPSE OF EXISTING STRUCTURES, AND ANY OTHER IMPROVEMENTS THAT ARE REMAINING ON OR OFF SITE. THE CONTRACTOR, AT THE CONTRACTOR'S SOLE COST, MUST REPAIR ALL DAMAGE TO ALL ITEMS AND FEATURES THAT ARE TO REMAIN. CONTRACTOR MUST USE NEW MATERIAL FOR ALL REPAIRS. CONTRACTOR'S REPAIRS MUST INCLUDE THE RESTORATION OF ALL ITEMS AND FEATURES REPAIRED TO THEIR PRE -DEMOLITION CONDITION, OR BETTER. CONTRACTOR MUST PERFORM ALL REPAIRS AT THE CONTRACTOR'S SOLE EXPENSE. 6. ENGINEER OF RECORD AND/OR BOHLER ENGINEERING ARE NOT RESPONSIBLE FOR JOB SITE SAFETY OR SUPERVISION, THE CONTRACTOR MUST PROCEED WITH THE DEMOLITION IN A SYSTEMATIC AND SAFE MANNER, COMPLYING WITH ALL OSHA REQUIREMENTS, TO ENSURE PUBLIC AND CONTRACTOR SAFETY AND SAFETY TO ALL PROPERTY ON THE SITE OR ADJACENT OR NEAR TO THE SAME. 7. THE CONTRACTOR IS RESPONSIBLE FOR JOB SITE SAFETY, WHICH MUST INCLUDE, BUT IS NOT LIMITED TO, THE INSTALLATION AND MAINTENANCE OF BARRIERS, FENCING, OTHER APPROPRIATE AND/OR NECESSARY SAFETY FEATURES AND ITEMS NECESSARY TO PROTECT THE PUBLIC FROM AREAS OF CONSTRUCTION AND CONSTRUCTION ACTIVITIES. THE CONTRACTOR MUST SAFEGUARD THE SITE AS NECESSARY TO PERFORM THE DEMOLITION IN SUCH A MANNER AS TO PREVENT THE ENTRY OF ALL UNAUTHORIZED PERSONS AT ANY TIME, TO OR NEAR THE DEMOLITION AREA. 8. PRIOR TO THE COMMENCEMENT OF ANY SITE ACTIVITY AND ANY DEMOLITION ACTIVITY, THE CONTRACTOR musT, IN WRITING, RAISE ANY QUESTIONS CONCERNING THE ACCURACY OR INTENT OF THESE PLANS AND/OR SPECIFICATIONS, ALL CONCERNS OR QUESTIONS REGARDING THE APPLICABLE SAFETY STANDARDS, AND/OR THE SAFETY OF THE CONTRACTOR AND/CR THIRD PARTIES IN PERFORMING THE WORK ON THIS PROJECT. ANY SUCH CONCERNS MUST BE CONVEYED TO THE ENGINEER OF RECORD AND/OR BOHLER ENGINEERING, IN WRITING AND MUST ADDRESS ALL ISSUES AND ITEMS RESPONDED TO, BY THE ENGINEER OF RECORD AND/OR BY BOHLER ENGINEERING, IN WRITING. ALL DEMOLITION ACTIVITIES MUST BE PERFORMED IN ACCORDANCE WITH THE REQUIREMENTS OF THESE PLANS AND SPECIFICATIONS AND ALL APPLICABLE FEDERAL, STATE AND LOCAL REGULATIONS, RULES, REQUIREMENTS, STATUTES, ORDINANCES AND CODES. 9. THE CONTRACTOR MUST BECOME FAMILIAR WITH THE APPLICABLE UTILITY SERVICE PROVIDER REQUIREMENTS AND IS RESPONSIBLE FOR ALL COORDINATION REGARDING UTILITY DEMOLITION AND/OR DISCONNECTION AS IDENTIFIED OR REQUIRED FOR THE PROJECT. THE CONTRACTOR MUST PROVIDE THE OWNER WITH WRITTEN NOTIFICATION THAT THE EXISTING UTILITIES AND SERVICES HAVE BEEN TERMINATED, REMOVED AND/OR ABANDONED IN ACCORDANCE WITH THE JURISDICTION AND UTILITY COMPANY REQUIREMENTS AND ALL OTHER APPLICABLE REQUIREMENTS, RULES, STATUTES, LAWS, ORDINANCES AND CODES. 10. PRIOR TO COMMENCING ANY DEMOLITION, THE CONTRACTOR MUST: A. OBTAIN ALL REQUIRED PERMITS AND MAINTAIN THE SAME ON SITE FOR REVIEW BY THE ENGINEER AND ALL PUBLIC AGENCIES WITH JURISDICTION THROUGHOUT THE DURATION OF THE PROJECT, SITE WORK, AND DEMOLITION WORK, B. NOTIFY, AT A MINIMUM, THE MUNICIPAL ENGINEER, DESIGN ENGINEER, AND LOCAL SOIL CONSERVATION JURISDICTION, AT LEAST 72 BUSINESS HOURS PRIOR TO THE COMMENCEMENT OF WORK. C. INSTALL THE REQUIRED SOIL EROSION AND SEDIMENT CONTROL MEASURES PRIOR TO SITE DISTURBANCE, AND MAINTAIN SAID CONTROLS UNTIL SITE IS STABILIZED D. IN ACCORDANCE WITH STATE LAW, THE CONTRACTOR MUST CALL THE STATE ONE -CALL DAMAGE PROTECTION SYSTEM FOR UTILITY MARK OUT, IN ADVANCE OF ANY EXCAVATION. E. LOCATE AND PROTECT ALL UTILITIES AND SERVICES, INCLUDING BUT NOT LIMITED TO GAS, WATER, ELECTRIC, SANITARY AND STORM SEWER, TELEPHONE, CABLE, FIBER OPTIC CABLE, ETC. WITHIN AND ADJACENT TO THE LIMITS OF PROJECT ACTIVITIES, THE CONTRACTOR MUST USE AND COMPLY WITH THE REQUIREMENTS OF THE APPLICABLE UTILITY NOTIFICATION SYSTEM TO LOCATE ALL UNDERGROUND UTILITIES. F. PROTECT AND MAINTAIN IN OPERATION, ALL ACTIVE UTILITIES AND SYSTEMS THAT ARE NOT BEING REMOVED DURING ANY DEMOLITION AC rIVITIES. G. ARRANGE FOR AND COORDINATE WITH THE APPLICABLE UTILITY SERVICE PROVIDER(S) FOR THE TEMPORARY OR PERMANENT TERMINATION OF SERVICE REQUIRED BY THE PROJECT PLANS AND SPECIFICATIONS REGARDING THE METHODS AND MEANS TO CONSTRUCT SAME. THESE ARE NOT THE ENGINEER OF RECORD'S RESPONSIBILITY. IN THE EVENT OF ABANDONMENT, THE CONTRACTOR MUST PROVIDE THE UTILITY ENGINEER AND OWNER WITH IMMEDIATE WRITTEN NOTIFICATION THAT THE EXISTING UTILITIES AND SERVICES HAVE BEEN TERMINATED AND ABANDONED IN ACCORDANCE WITH JURISDICTIONAL AND UTILITY COMPANY REQUIREMENTS. H. ARRANGE FOR AND COORDINATE WITH THE APPLICABLE UTILITY SERVICE PROVIDER(S) REGARDING WORKING "OFF-PEAK" HOURS OR ON WEEKENDS AS NECESSARY OR AS REQUIRED TO MINIMIZE THE IMPACT ON, OF AND TO THE AFFECTED PARTIES. WORK REQUIRED TO BE PERFORMED "OFF-PEAK" IS TO BE PERFORMED AT NO ADDITIONAL COST TO THE OWNER. 1. IN THE EVENT THE CONTRACTOR DISCOVERS ANY HAZARDOUS MATERIAL, THE REMOVAL OF WHICH IS NOT ADDRESSED IN THE PROJECT PLANS AND SPECIFICATIONS, OR THE CONTRACT WITH THE OWNER/DEVELOPER, THE CONTRACTOR MUST IMMEDIATELY CEASE ALL WORK IN THE AREA OF DISCOVERY, AND IMMEDIATELY NOTIFY, IN WRITING AND VERBALLY, THE OWNER AND ENGINEER OF RECORD AND BOHLER ENGINEERING, THE DISCOVERY OF SUCH MATERIALS TO PURSUE PROPER AND COMPLIANT REMOVAL OF SAME. 11. THE CONTRACTOR MUST ENSURE THAT ANY EXISTING ASBESTOS -CONTAINING MATERIALS ENCOUNTERED ARE PROPERLY REMOVED FROM THE SUBJECT PREMISES AND ARE DISPOSED OF IN ACCORDANCE WITH FEDERAL, STATE, AND LOCAL REQUIREMENTS, PRIOR TO THE COMMENCEMENT OF DEMOLITION ON SITE AND MUST PERFORM ALL AGENCY NOTIFICATIONS AS REQUIRED, AT THE CONTRACTOR'S SOLE EXPENSE. 12. THE CONTRACTOR MUST NOT PERFORM ANY EARTH MOVEMENT ACTIVITIES, DEMOLITION OR REMOVAL OF FOUNDATION WALLS, FOOTINGS, OR OTHER MATERIALS WITHIN THE LIMITS OF DISTURBANCE, UNLESS SAME IS IN STRICT ACCORDANCE AND CONFORMANCE WITH THE PROJECT PLANS AND SPECIFICATIONS, OR PURSUANT TO THE WRITTEN DIRECTION OF THE OWNER'S STRUCTURAL OR GEOTECHNICAL ENGINEER. 13. DEMOLITION ACTIVITIES AND EQUIPMENT MUST NOT USE OR INCLUDE AREAS OUTSIDE THE DEFINED PROJECT LIMIT LINE, WITHOUT SPECIFIC WRITTEN PERMISSION AND AUTHORITY OF AND FROM THE OWNER AND ALL GOVERNMENTAL AGENCIES WITH JURISDICTION. 14. THE CONTRACTOR MUST BACKFILL ALL EXCAVATION RESULTING FROM, OR INCIDENTAL TO, DEMOLITION ACTIVITIES. BACKFILL MUST BE ACCOMPLISHED WITH APPROVED BACKFILL MATERIALS AND MUST BE SUFFICIENTLY COMPACTED TO SUPPORT ALL NEW IMPROVEMENTS AND MUST BE PERFORMED IN COMPLIANCE WITH THE RECOMMENDATIONS AND GUIDANCE ARTICULATED IN THE GEOTECHNICAL REPORT. BACKFILLING MUST OCCUR IMMEDIATELY AFTER DEMOLITION ACTIVITIES AND MUST BE PERFORMED SO AS TO PREVENT WATER ENTERING THE EXCAVATION. FINISHED SURFACES MUST BE GRADED TO PROMOTE POSITIVE DRAINAGE. THE CONTRACTOR IS RESPONSIBLE FOR COMPACTION TESTING AND MUST SUBMIT SUCH REPORTS AND RESULTS TO THE ENGINEER OF RECORD ANDTHE OWNER, 15. EXPLOSIVES MUST NOT BE USED WITHOUT PRIOR WRITTEN CONSENT FROM BOTH THE OWNER AND ALL APPLICABLE, NECESSARY AND REQUIRED GOVERNMENTAL AUTHORITIES. PRIOR TO COMMENCING ANY EXPLOSIVE PROGRAM AND/OR ANY DEMOLITION ACTIVITIES, THE CONTRACTOR MUST ENSURE AND OVERSEE THE INSTALLATION OF ALL OF THE REQUIRED PERMIT AND EXPLOSIVE CONTROL MEASURES THAT THE FEDERAL, STATE, AND LOCAL GOVERNMENTS REQUIRE. THE CONTRACTOR IS ALSO RESPONSIBLE TO CONDUCT AND PERFORM ALL INSPECTION AND SEISMIC VIBRATION TESTING THAT IS REQUIRED TO MONITOR THE EFFECTS ON ALL LOCAL STRUCTURES ANDTHE LIKE. 16. IN ACCORDANCE WITH FEDERAL, STATE, AND/OR LOCAL STANDARDS, THE CONTRACTOR MUST USE DUST CONTROL. MEASURES TO LIMIT AIRBORNE DUST AND DIRT RISING AND SCATTERING IN THE AIR. AFTER THE DEMOLITION IS COMPLETE, THE CONTRACTOR MUST CLEAN ALL ADJACENT STRUCTURES AND IMPROVEMENTS TO REMOVE ALL DUST AND DEBRIS WHICH THE DEMOLITION OPERATIONS CAUSE. THE CONTRACTOR IS RESPONSIBLE FOR RETURNING ALL ADJACENT AREAS TO THEIR "PRE -DEMOLITION" CONDITION AT CONTRACTOR'S SOLE COST. 17, PAVEMENT MUST BE SAW CUT IN STRAIGHT LINES, AND EXCEPT FOR EDGE OF BUTT JOINTS, MUST EXTEND TO THE FULL DEPTH OF THE EXISTING PAVEMENT. ALL DEBRIS FROM REMOVAL OPERATIONS MUST BE REMOVED FROM THE SITE AT THE TIME OF EXCAVATION. STOCKPILING OF DEBRIS OUTSIDE OF APPROVED AREAS WILL NOT BE PERMITTED, INCLUDING BUT NOT LIMITED TO, THE PUBLIC RIGHT-OF-WAY. 18. THE CONTRACTOR MUST MAIN -FAIN A RECORD SET OF PLANS UPON WHICH IS INDICATED THE LOCATION OF EXISTING UTILITIES THAT ARE CAPPED, ABANDONED IN PLACE, OR RELOCATED DUE TO DEMOLITION ACTIVITIES. THIS RECORD DOCUMENT MUST BE IPREPARED IN A NEAT AND WORKMAN -LIKE MANNER AND TURNED OVER TO THE OWNER/DEVELOPER UPON COMPLETION OF THE WORK, ALL OF WHICH IS AT THE CONTRACTOR'S SOLE COST. 19. THE CONTRACTOR MUST EMPTY, CLEAN AND REMOVE FROM THE SITE ALL UNDERGROUND STORAGE TANKS, IF ENCOUNTERED, IIN ACCORDANCE WITH FEDERAL, STATE, COUNTY AND LOCAL REQUIREMENTS, PRIOR TO CONTINUING CONSTRUCTION IN THE AREA AROUND THE TANK WHICH EMPTYING, CLEANING AND REMOVAL ARE AT THE CONTRACTOR'S SOLE COST, LI.GHTING NOTES (Rev. 1/2019) 1. THE GENERAL NOTES MUST BE INCLUDED AS PART OF THIS ENTIRE DOCUMENT PACKAGE AND ARE PART OF -THE CONTRACT 'DOCUMENTS. THE GENERAL NOTES ARE REFERENCED HEREIN, AND THE CONTRACTOR MUST REFER TO THEM AND FULLY COMPLY WITH THESE NOTES, IN THEIR ENTIRETY. THE CONTRACTOR MUST BE FAMILIAR WITH AND ACKNOWLEDGE FAMILIARITY WITH ALL OF THE GENERAL NOTES AND ALL OF THE PLANS'SPECIFIC NOTES. 2. THE LIGHTING CONTRACTOR MUST COMPLY WITH ALL APPLICABLE CONTRACTOR REQUIREMENTS INDICATED IN -THE PLANS, INCLUDING BUT NOT LIMITED TO GENERAL NOTES, GRADING AND UTILITY NOTES, SITE SAFETY, AND ALL AGENCY AND GOVERNMENTAL REGULATIONS. 3. THIS LIGHTING PLAN DEPICTS PROPOSED, SUSTAINED ILLUMINATION LEVELS CALCULATED USING DATA PROVIDED BY THE NOTED TUAL SUSTAINED SITE ILLUMINATION LEVELS AND PERFORMANCE OF LUMINAIRES MAY VARY DUE TO VARIATIONS IN WEATHER, ELECTRICAL VOLTAGE, TOLERANCE IN LAMPS, THE SERVICE LIFE OF EQUIPMENT AND LUMINAIRES AND OTHER RELATED VARIABLE FIELD CONDITIONS. 4. THE LIGHTING VALUES AND CALCULATION POINTS DEPICTED ON THIS PLAN ARE ALL ANALYZED ON A HORIZONTAL GEOMETRIC PLANE AT ELEVATION ZERO (GROUND LEVEL) UNLESS OTHERWISE NOTED, ILLUMINATION LEVELS ARE SHOWN IN FOOT-CANDLES. 5. THE LUMINAIRES, LAMPS AND LENSES MUST BE REGULARLY MAINTAINED TO ENSURE THAT THEY FUNCTION PROPERLY. THIS 'WORK MAY INCLUDE, BUT IS NOT LIMITED TO, VISUAL OBSERVATION, CLEANING OF LENSES, AND RE-LAMPING (IF NECESSARY) AT LEAST ONCE EVERY SIX (6) MONTHS. UPON COMPLETION AND OWNER'S ACCEPTANCE OF THE WORK ALL OF THE ABOVE OUTLINED AND DESCRIBED RESPONSIBILITIES SHALL BECOME SOLELY THE OWNER'S. 6. WHERE APPLICABLE, THE EXISTING CONDITION LIGHT LEVELS ILLUSTRATED ARE REPRESENTATIVE OF AN APPROXIMATION UTILIZING LABORATORY DATA FOR SIMILAR FIXTURES, UNLESS ACTUAL FIELD MEASUREMENTS ARE TAKEN WITH A LIGHT METER. DUE TO FACTORS SUCH AS FIXTURE MAINTENANCE, EQUIPMENT TOLERANCES, WEATHER CONDITIONS, ETC., ACTUAL LIGHT LEVELS MAY DIFFER. EXISTING LIGHT LEVELS DEPICTED ON THIS PLAN ARE TO BE CONSIDERED APPROXIMATE. 7. THIS LIGHTING PLAN IS INTENDED TO SHOW THE LOCATIONS AND TYPE OF LUMINAIRES. POWER SYSTEM, CONDUITS, WIRING AND OTHER ELECTRICAL COMPONENTS ARE SOLELY THE ARCHITECT'S, MECHANICAL ENGINEER'S AND/OR LIGHTING CONTRACTOR'S RESPONSIBILITY, AS INDICATED IN THE CONSTRUCTION CONTRACT DOCUMENTS, THESE ITEMS MUST BE INSTALLED AS REQUIRED BY STATE AND LOCAL REGULATIONS. CONTRACTOR IS RESPONSIBLE FOR THE INSTALLATION OF LIGHTING FIXTURES AND APPURTENANCES IN ACCORDANCE WITH ALL APPLICABLE BUILDING AND ELECTRICAL CODES. 8. THE CONTRACTOR MUST BRING IMMEDIATELY, IN WRITING, ANY LIGHT LOCATIONS THAT CONFLICT WITH DRAINAGE, UTILITIES, OR OTHER STRUCTURE(S) TO THE ENGINEER OF RECORD'S ATTENTION, PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 9. THE LIGHTING CONTRACTOR MUST COORDINATE WITH THE PROJECT ARCHITECT REGARDING ANY AND ALL POWERS SOURCE FROM WITHIN THE BUILDING, AND TIMING DEVICES NECESSARY TO MEET THE DESIGN INTENT. 10. THE CONTRACTOR IS RESPONSIBLE TO ENSURE THAT SHIELDING AND OR ROTATED OPTICS ARE INSTALLED AS INDICATED ON THE PLAN IN ORDER TO ACHIEVE THE LIGHTING LEVELS THE REVIEWING AGENCY APPROVED. SOIL EROSION & SEDIMENT CONTROL PLAN NOTES (Rev. 112019) 1. THE GENERAL NOTES MUST BE INCLUDED AS PART OF THIS ENTIRE DOCUMENT PACKAGE AND ARE PART OF THE CONTRACT DOCUMENTS. THE GENERAL NOTES ARE REFERENCED HEREIN, AND THE CONTRACTOR MUST REFER TO THEM AND FULLY COMPLY WITH THESE NOTES, IN THEIR ENTIRETY. THE CONTRACTOR MUST BE FAMILIAR WITH AND ACKNOWLEDGE FAMILIARITY WITH ALL OF THE GENERAL NOTES AND ALL OF THE PLANS'SPECIFIC NOTES. 2. EROSION CONTROL MEASURES MUST CONFORM TO THE VA GUIDELINES FOR URBAN EROSION AND SEDIMENT CONTROL UNLESS OTHERWISE NOTED, OR UNLESS ENGINEER CLEARLY AND SPECIFICALLY, IN WRITING, DIRECTS OTHERWISE. INSTALLATION OF EROSION CONTROL, CLEARING, AND SITE WORK MUST BE PERFORMED EXACTLY AS INDICATED IN THE EROSION CONTROL CONSTRUCTION NOTES. 3. THE DISTURBED LAND AREA OF THIS SITE IS APPROXIMATELY2.5.f. ACRES. 4. THE FOLLOWING EROSION CONTROL MEASURES ARE PROPOSED FOR THIS SITE: A. STABILIZED CONSTRUCTION ENTRANCE/ EXIT - A TEMPORARY GRAVEL CONSTRUCTION ENTRANCE/EXIT IS TO BE INSTALLED AT THE DESIGNATED LOCATION SHOWN ON THE PLAN. THIS AREA MUST BE GRADED SO THAT RUNOFF WATER WILL BE RETAINED ON -SITE. B. SEDIMENT FENCE - INSTALL SILT FENCE(S) AND/OR SILT SOCK AROUND ALL OF THE DOWNSLOPE PERIMETERS OF THE SITE, TEMPORARY FILL AND SOIL STOCKPILES. C. INSTALL FILTER FABRIC DROP INLET PROTECTION AROUND EACH DRAINAGE INLET AS DRAINAGE STRUCTURES ARE INSTALLED TO REDUCE THE QUANTITY OF SEDIMENT. INSTALL TEMPORARY INLET PROTECTION ON INLETS DOWNSLOPE FROM DISTURBANCE, WHICH MAY BE BEYOND THE LIMITS OF DISTURBED AREA. 5. INSTALLATION OF EROSION CONTROL DEVICES MUST BE IN ACCORDANCE WITH ALL OF THE MANUFACTURER'S RECOMMENDATIONS. 6. THE CONTRACTOR MUST INSPECT EROSION CONTROL MEASURES WEEKLY. THE CONTRACTOR MUST REMOVE ANY SILT DEPOSITS GREATER THAN 6" COLLECTED ON THE FILTER FABRIC AND/OR SILT SOCK BARRIERS AND EXCAVATE AND REMOVE ANY SILT FROM DROP INLET PROTECTION. 7. THE CONTRACTOR MUST APPLY TEMPORARY SEED AND MULCH TO ALL DISTURBED AREAS THAT WILL NOT BE BROUGHT TO FINISHED GRADE AND VEGETATED WITHIN 7 DAYS. WHEN AREAS ARE DISTURBED AFTER THE GROWING SEASON, THE CONTRACTOR MUST STABILIZE SAME WITH GEOTEXTILE FABRIC AND MAINTAIN SAME IN STRICT ACCORDANCE WITH BEST MANAGEMENT PRACTICES. 8. THE CONTRACTOR MUST INSTALL ADDITIONAL EROSION CONTROL MEASURES IF ENGINEER SO REQUIRES, TO PREVENT ANY, INCLUDING THE INCIDENTAL, DISCHARGE OF SILT -LADEN RUNOFF FROM EXITING THE SITE. 9, THE CONTRACTOR MUST BE RESPONSIBLE FOR INSPECTING AND MAINTAINING ALL EROSION CONTROL MEASURES ON THE SITE UNTIL PERMANENT PAVING AND TURF/LANDSCAPING IS ESTABLISHED. THE COSTS OF INSTALLING AND MAINTAINING THE EROSION CONTROL MEASURES MUST BE INCLUDED IN THE BID PRICE FOR THE SITE WORK AND THE CONTRACTOR IS RESPONSIBLE FOR ALL SUCH COSTS. 10, THE CONTRACTOR MUST CONTINUE TO MAINTAIN ALL EROSION CONTROL MEASURES UNTIL THE COMPLETION OF CONSTRUCTION AND THE ESTABLISHMENT OF VEGETATION. 11. THE CONTRACTOR MUST REMOVE EROSION CONTROL MEASURES, SILT AND DEBRIS AFTER ESTABLISHING PERMANENT VEGETATION COVER OR OTHER INSTALLING A DIFFERENT, SPECIFIED METHOD OF STABILIZATION. 12. THIS PLAN REPRESENTS THE MINIMUM LEVEL OF IMPLEMENTATION OF TEMPORARY EROSION AND SEDIMENTATION CONTROL FACILITIES, MEASURES AND STRUCTURES. ADDITIONAL FACILITIES, MEASURES AND STRUCTURES MUST BE INSTALLED WHERE NECESSARY TO COMPLY WITH ALL APPLICABLE CODES AND STANDARDS AND/OR TO PREVENT ANY, INCLUDING THE INCIDENTAL DISCHARGE OF SILT -LADEN RUNOFF FROM EXITING THE SITE. 13. THE CONTRACTOR MUST PROTECT ALL EXISTING TREES AND SHRUBS. THE CONTRACTOR MUST REFER TO THE LANDSCAPE AND/OR DEMOLITION PLAN(S) FOR TREE PROTECTION, FENCE LOCATIONS AND DETAILS. 14, THE CONTRACTOR MUST REFER TO GRADING PLANS FOR ADDITIONAL INFORMATION. 15. THE CONTRACTOR MUST CLEAN EXISTING AND PROPOSED DRAINAGE STRUCTURES AND INTERCONNECTING PIPES ON OR OFF -SITE AS THE JURISDICTIONAL AGENCY REQUIRES, BOTH AT THE TIME OF SITE STABILIZATION AND AT END OF PROJECT. '16. SOIL EROSION CONTROL MEASURES MUST BE ADJUSTED OR RELOCATED BY THE CONTRACTOR AS IDENTIFIED DURING SITE OBSERVATION IN ORDER TO MAINTAIN THE COMPLETE EFFECTIVENESS OF ALL CONTROL MEASURES. 17. THE CONTRACTOR MUST IDENTIFY, ON THE PLAN, THE LOCATION OF WASTE CONTAINERS, FUEL STORAGE TANKS, CONCRETE WASHOUT AREAS AND ANY OTHER LOCATIONS WHERE HAZARDOUS MATERIALS ARE STORED. DRAINAGE AND UTILITY NOTES (Rev.1/2019) I . THE GENERAL NOTES MUST BE INCLUDED AS PART OF THIS ENTIRE DOCUMENT PACKAGE AND ARE PART OF THE CONTRACT DOCUMENTS. THE GENERAL NOTES ARE REFERENCED HEREIN, AND THE CONTRACTOR MUST REFER TO THEM AND FULLY COMPLY WITH THESE NOTES, IN THEIR ENTIRETY. THE CONTRACTOR MUST BE FAMILIAR WITH AND ACKNOWLEDGE FAMILIARITY WITH ALL OF THE GENERAL NOTES AND ALL OF THE PLANS'SPECIFIC NO-FES. 2. LOCATIONS OF ALL EXISTING AND PROPOSED SERVICES ARE APPROXIMATE, AND THE CONTRACTOR MUST INDEPENDENTLY VERIFY AND CONFIRM THOSE LOCATIONS AND SERVICES WITH LOCAL UTILITY COMPANIES PRIOR TO COMMENCING ANY CONSTRUCTION OR EXCAVATION. THE CONTRACTOR MUST INDEPENDENTLY VERIFY AND CONFIRM ALL SANITARY CONNECTION POINTS AND ALL OTHER UTILITY SERVICE CONNECTION POINTS IN THE FIELD, PRIOR TO COMMENCING NY CONSTRUCTION. THE CONTRACTOR MUST REPORT ALL DISCREPANCIES, ERRORS AND OMISSIONS IN WRITING, TO THE ENGINEER OF RECORD. 3. THE CONTRACTOR MUST VERTICALLY AND HORIZONTALLY LOCATE ALL UTILITIES AND SERVICES INCLUDING, BUT NOT LIMITED TO, GAS, WATER, ELECTRIC, SANITARY AND STORM, TELEPHONE, CABLE, FIBER OPTIC CABLE, ETC. WITHIN THE LIMITS OF DISTURBANCE OR WORK SPACE, WHICHEVER IS GREATER. THE CONTRACTOR MUST USE, REFER TO, AND COMPLY WI TH THE REQUIREMENTS OF THE APPLICABLE UTILITY NOTIFICATION SYSTEM TO LOCATE ALL OF THE UNDERGROUND UTILITIES. THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING ALL DAMAGE TO ANY EXISTING UTILITIES WHICH OCCUR DURING CONSTRUCTION, AT NO COST TO THE OWNER AND AT CONTRACTOR'S SOLE COST AND EXPENSE. THE CONTRACTOR MUST BEAR ALL COSTS ASSOCIATED WITH DAMAGE TO ANY EXISTING UTILITIES WHICH OCCURS DURING CONSTRUCTION. 4. THE CONTRACTOR MUST FIELD VERIFY THE PROPOSED INTERFACE POINTS (CROSSINGS) WITH EXISTING UNDERGROUND UTILITIES BY USING A TEST PIT TO CONFIRM EXACT DEPTH, PRIOR TO COMMENCEMENT OF CONSTRUCTION. 5. STORMWATER ROOF DRAIN LOCATIONS ARE BASED ON ARCHITECTURAL PLANS. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING LOCATIONS OF SAME BASED UPON FINAL ARCHITECTURAL PLANS, 6. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING SITE PLAN DOCUMENTS AND ARCHITECTURAL PLANS FOR EXACT BUILDING UTILITY CONNECTION LOCATIONS, GREASE TRAP REQUIREMENTS AND DETAILS, DOOR ACCESS, AND EXTERIOR GRADING. THE ARCHITECT WILL DETERMINE THE UTILITY SERVICE SIZES. THE CONTRACTOR MUST COORDINATE INSTALLATION OF UTILITY S;ERVICES WITH THE INDIVIDUAL COMPANIES, TO AVOID CONFLICTS AND TO ENSURE THAT PROPER DEPTHS ARE ACHIEVED. THE CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT INSTALLATION OF ALL IMPROVEMENTS COMPLIES WITH ALL UTILITY REQUIREMENTS OF THE APPLICABLE JURISDICTION AND REGULATORY AGENCIES AND ALL OTHER APPLICABLE REQUIREMENTS, RULES, STATUTES, LAWS, ORDINANCES AND CODES AND, FURTHER, IS RESPONSIBLE FOR COORDINATING THE UTILITY TIE-INS/CONNECTIONS PRIOR TO CONNECTING TO THE EXISTING UTILITY/SERVICE. WHERE A CONFLICT(S) EXISTS BETWEEN THESE DOCUMENTS AND THE ARCHITECTURAL PLANS, OR WHERE ARCHITECTURAL PLAN UTILITY CONNECTION POINTS DIFFER, THE CONTRACTOR MUST IMMEDIATELY NOTIFY THE ENGINEER OF RECORD, IN WRITING, AND PRIOR TO CONSTRUCTION, MUST RESOLVE SAME. 7. ALL FILL, COMPACTION, AND BACKFILL MATERIALS REQUIRED FOR UTILITY INSTALLATION MUST BE EXACTLY AS PER THE RECOMMENDATIONS PROVIDED IN THE GEOTECHNICAL REPORT AND THE CONTRACTOR MUST COORDINATE SAME WITH THE APPLICABLE UTILITY COMPANY SPECIFICATIONS, WHEN THE PROJECT DOES NOT HAVE GEOTECHNICAL RECOMMENDATIONS, FILL AND COMPA(CTION MUST, AT A MINIMUM, COMPLY WITH THE STATE DOT REQUIREMENTS AND SPECIFICATIONS AND CONSULTANT HAS NO LIABIILITY OR RESPONSIBILITY FOR OR AS RELATED TO FILL, COMPACTION AND BACKFILL. 8, DURING THE INSTALLATION OF SANITARY, STORM, AND ALL UTILITIES, THE CONTRACTOR MUST MAINTAIN A CONTEMPORANEOUS AND THOROUGH RECORD OF CONSTRUCTION TO IDENTIFY THE AS -INSTALLED LOCATIONS OF ALL UNDERGROUND INFRASTRUCTURE, THE CONTRACTOR MUST CAREFULLY NOTE ANY INSTALLATIONS THAT DEVIATE, IN ANY RESPECT, FROM THE INFORMATION CONTAINED IN THESE PLANS, THIS RECORD MUST BE KEPT ON A CLEAN COPY OF THE SITE PLAN, WHICH THE CONTRACTOR MUST PROMPTLY PROVIDE TO THE OWNER IMMEDIATELY UPON THE COMPLETION OF WORK. 9. THE CONTRACTOR MUST ENSURE THAT ALL UTILITY TRENCHES LOCATED IN EXISTING PAVED ROADWAYS INCLUDING SANITARY, WATER AND STORM SYSTEMS, ARE REPAIRED IN ACCORDANCE WITH REFERENCED MUNICIPAL, COUNTY AND OR STATE DOT DETAILS AS APPLICABLE. THE CONTRACTOR MUST COORDINATE INSPECTION AND APPROVAL OF COMPLETED WORK WITH THE AGENCY WITH JURISDICTION OVER SAME. 10. FINAL LOCATIONS OF PROPOSED UTILITY POLES, AND/ OR POLES TO BE RELOCATED ARE AT THE SOLE DISCRETION OF THE RESPECTIVE UTILITY COMPANY, REGARDLESS OF WHAT THIS PLAN DEPICTS. 11. WATER SER\/ICE MATERIALS, BURIAL DEPTH, AND COVER REQUIREMENTS MUST BE SPECIFIED BY THE LOCAL UTILITY COMPANY. THE CONTRACTOR MUST CONTACT THE APPLICABLE MUNICIPALITY TO CONFIRM THE PROPER WATER METER AND VAULT, PRIOR TO COMMENCING CONSTRUCTION. 2 F_ I, - (,,�,�,�n " � " , �­�11_ � m , ellni . �3 o F� -� " ,Iq 101111 �, 41 --r- 1, 'o--i , - B �- L= lk , �i A Ei2a I 11 (D z �- �R .-,- I I 11 0� I .1 = R . � "I m = � o I I . . . . . 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I � I .., r, REVISIONS ___"% PDRAWN)IIY - REV DATE COMMENT ...... CHECKED BY I __ ____1 -_ I - . __ ___ _____ - �d \. __ . THIS DRAVVI NG IS INTENDED FOR MUNICIPAL AND/OR AGENCY --% REVIEW AND APPROVAL. ITISNOTINTENDEDASA I CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE. j c ......--p It's fast. It's free. It's the law. - ( fNOT APPROVED FOR Cop _ ] C;ONSTRUCTION O' PROJECT No. ' 7 DRAWN BY: DSH CHECKED BY: JCW � C DATE: 812/19 CAD I. D.: SPD-0 �_ PROJECT: INITIAL SITE PLAN U i FOR PT HOTEL, LLC PROPOSED FlAiV[PTON INN 1628 STATE FARM BOULEVARD RIVANNA MAGISTERIAL DISTRICT ALBEMARLE, VIRGINIA mm -� "I , 1-1 \\)"�,4,,�, 11_1% 1111-11 ­111 '\\-' �,_ ..'­11 - __ " 11 - 11�1 � \, I" \\ � \ , � , , \ �,' \ g I " - � ,\�' � �� 'N' , , \ , z \N \ .\ A D \�, NO , I - 1111 � , 1, � �� � I is p � .... \ '��, I q . ........ . � -I \11 �,� �, \ K­�, - `% , \Q\, _L "IL ........ \" J1 . . ... . .. �, I '\', , "I', 1� It 'I"ll , .... 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H:\17\VI72065\DRAVVINGS\PLAN SETSUNITIAL SITE PLAN\V172065-SPD-0.DWG PRINTED BY: CHEDGES 8.02.19 @ 7:37 AM LAST SAVED BY: CHEDGES STAN DARD DRAWING LEGEND FOR ENTIRE PLAN SET LIMIT OF WORK LIMIT OF DISTURBANCE EXISTING NOTE TYPICAL NOTE TEXT ONSITE PROPERTY 'r LINE / R.O.W. LINE __-- - ____.170___.. - -- ------------- 169-___-_-___- X 516.4 OR 516,4 Is Lu lz L INN PROPERTY LINE / INTERIOR PARCEL LINE EASEMENT LINE SETBACK LINE CONCRETE CURB & GUTTER UTILITY POLE WITH LIGHT POLE LIGHT TRAFFIC LIGHT UTILITY POLE TYPICAL LIGHT ACORN LIGHT TYPICAL SIGN PARKING COUNTS CONTOUR LINE SPOT ELEVATIONS SANITARY LABEL STORM LABEL SANITARY SEWER LATERAL UNDERGROUND WATER LINE UNDERGROUND ELECTRIC LINE UNDERGROUND GAS LINE OVERHEAD WIRE UNDERGROUND TELEPHONE LINE UNDERGROUND CABLE LINE STORM SEWER SANITARY SEWER MAIN HYDRANT SANITARY MANHOLE STORM MANHOLE WATER METER WATER VALVE GAS VALVE GAS METER TYPICAL END SECTION HEADWALL OR ENDWALL GRATE INLET CURB INLET CLEAN OUT ELECTRIC MANHOLE TELEPHONE MANHOLE ELECTRIC BOX ELECTRIC PEDESTAL MONITORING WELL TEST PIT STANDARD ABBREVIATIONS EVIIATIONS FOR ENTIRE PLAN SET AC ACRES AMERICANS WITH ADA DISABILITY ACT PROPOSED NOTE ARCH ARCHITECTURAL BC BOTTOM OF CURB BF BASEMENT FLOOR BK BLOCK - -- BL BASELINE BLDG BUILDING BM BUILDING BENCHMARK BRL BUILDING RESTRICTION LINE CIF CUBIC FEET CL CENTERLINE CURB AND GUTTER CMP CORRUGATED METAL PIPE SPILL ( TRANSITION CONN CONNECTION CONIC CONCRETE DEPRESSED CURB AND GUTTER ___________________________ CPP CORRUGATED PLASTIC PIPE CY CUBIC YARDS DEC DECORATIVE DEP DEPRESSED DIP DUCTILE IRON PIPE DO DOMESTIC ELEC ELECTRIC ® ELEV ELEVATION EP ES EDGE OF PAVEMENT EDGE OF SHOULDER EW END WALL EX EXISTING FES FLARED END SECTION FF FINISHED FLOOR Z 1 '� \ FH FIRE HYDRANT FG FINISHED GRADE G GRADE GF GARAGE FLOOR (AT DOOR) 190 187 GH GRADE HIGHER SIDE OF WALL C516.0 C 516.0 GL GRADE LOWER SIDE OF WALL C 515.5 GIRT GRATE GV GATE VALVE HIGH DENSITY SAN HDPE POLYETHYLENE PIPE # HP HIGH POINT X HOR HORIZONTAL HW HEADWALL - SL INT INTERSECTION INV INVERT yy LF LINEAR FOOT LOC LIMITS OF CLEARING E LOD LIMITS OF DISTURBANCE G LOS LINE OF SIGHT LP LOW POINT OH LIS LANDSCAPE MAX MAXIMUM r _ MIN MINIMUM MH MANHOLE 0 MJ MECHANICAL JOINT OC ON CENTER PA POINT OF ANALYSIS S PC POINT CURVATURE POINT OF COMPOUND PCCR CURVATURE, CURB RETURN PI POINT OF INTERSECTION (� eJ POG POINT OF GRADE i\I PROP PROPOSED f PT POINT OF TANGENCY C POINT OF TANGENCY, PTCR CURB RETURN PVC POLYVINYL CHLORIDE PIPE POINT OF VERTICAL PVl INTERSECTION PVT POINT OF VERTICAL TANGENCY ® R RADIUS RCP REINFORCED CONCRETE PIPE �7 RET WALL RETAINING WALL R/W RIGHT OF WAY OR� S- SLOPE SAN SANITARY SEWER SF SQUARE FEET Imo, �J STA STATION STM STORM O S/W SIDEWALK TBR TO BE REMOVED '� J TBRL TO BE RELOCATED TC TOP OF CURB TELE TELEPHONE Icy I� TPF TREE PROTECTION FENCE TW TOP OF WALL EP ftu TYP TYPICAL UG UNDERGROUND UP UTILITY POLE W _ WIDE W/L WATER LINE W/M WATER METER ± PLUS OR MINUS BENCHMARK O # DEGREE DIAMETER NUMBER BORING H:\l7\V172065\DRAWINGS\PLAN SETS\INITIAL SITE PLAN\V172065-SPD-Q.DWG PRINTED BY: CHEDGES 8.02.19 @ 7:37 AM LAST SAVED BY: CHEDGES ACSA GEN ERAL WATER AND SEWER CONDITIONS: 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY) ACSA INSPECTORS. THE CONTRACTOR WILL 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 DEADEND 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). VDOT G ENTERAL NOT ES REVISED. 8/2017 1. VDOT APPROVED EXCEPTIONS/WAIVERS (MUST BE INCORPORATED IN THE PLAN): • ACCESS MANAGEMENT - DATE OF APPROVAL: N/A • SSAR- DATE OF APPROVAL: N/A • DESIGN WAIVER - DATE OF APPROVAL: N/A • OTHER - N/A DATE OF APPROVAL, 2. SSAR CONNECTIVITY SUMMARY (PROVIDE A CHECK MARK ✓ WHERE APPLICABLE OR WRITE N/A): • CONNECTIONS IN MULTIPLE DIRECTIONS (FIRST CONNECTION MUST BE TO A VDOT MAINTAINED ROAD, THE SECOND CONNECTION MAY EITHER BE TO A VDOT ROAD OR TO A STUB OUT) ✓ • STUB OUT CONNECTION (THE PROP. RIGHT OF WAY TERMINATES AT PARCEL ABUTTING THE DEVELOPMENT AND CONSISTS OF A SHORT SEGMENT THAT IS INTENDED TO SERVE CURRENT AND FUTURE DEVELOPMENT; THE APPLICANT MUST VERIFY THAT CONNECTION WITH A FUTURE STREET IS FEASIBLE) N/A 3. ALL WORK ON THIS PROJECT SHALL CONFORM TO THE CURRENT EDITIONS OF AND LATEST REVISIONS TO THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT) ROAD AND BRIDGE SPECIFICATIONS AND STANDARDS,THE VIRGINIA EROSION AND SEDIMENT CONTROL REGULATIONS, AND ANY OTHER APPLICABLE STATE, FEDERAL OR LOCAL REGULATIONS. IN CASE OF A DISCREPANCY OR CONFLICT BETWEEN THE STANDARDS OR SPECIFICATIONS AND REGULATIONS, THE MOST STRINGENT SHALL GOVERN. 4. METHODS AND MATERIALS USED SHALL CONFORM TO CURRENT COUNTY/TOWN AND VDOT STANDARDS AND SPECIFICATIONS. 5. ALL UTILITIES, INCLUDING ALL POLES, ARE TO BE RELOCATED AT THE DEVELOPER'S EXPENSE, PRIOR TO CONSTRUCTION. 6, 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. 7, ANY TYPE OF REVERSE CURB (SPILL CURB, CG-6R, ETC.) AND TRANSITION TO THESE CURBS SHALL NOT BE USED WITHIN THE PUBLIC RIGHT OF WAY. 8. 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. 9. 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, 10. STANDARD GUARDRAILS AND/OR HANDRAILS SHALL BE INSTALLED AT HAZARDOUS LOCATIONS AS DESIGNATED DURING FIELD REVIEW BY THE COUNTY/TOWN INSPECTOR OR VDOT. 11. THE DEVELOPER IS RESPONSIBLE FOR ALL TRAFFIC CONTROL. THE DEVELOPER SHALL SUBMIT A SIGNING, STRIPING ANDIOR SIGNALIZATION PLAN TO THE VDOT LAND DEVELOPMENT SECTION PRIOR TO PERMIT APPLICATION. THE DEVELOPER SHALL NOT COMMENCE CONSTRUCTION OF ANY PAVEMENT COURSE WITHOUT AN APPROVED STRIPING PLAN. 12. PAVEMENT DESIGN SHALL BE PROVIDED IN ACCORDANCE WITH THE PAVEMENT DESIGN GUIDE FOR SUBDIVISION AND SECONDARY ROADS IN VIRGINIA. FOR PRIMARY ROADS AND INTERSTATE HIGHWAYS WHERE TRUCK TRAFFIC EXCEEDS 5%, PAVEMENT DESIGN SHALL BE PROVIDED IN ACCORDANCE WITH AASHTO GUIDELINES. TYPICAL PAVEMENT SECTIONS SHALL DEPICT THE TOP 6" OF THE SUBGRADE IMMEDIATELY UNDER THE PAVEMENT STRUCTURE COMPACTED TO 100% OF THE THEORETICAL MAXIMUM DRY DENSITY. 13. ASPHALT PAVEMENT WIDENING SHALL CONFORM TO VDOT STANDARD WP-2. 14. ALL RIGHT OF WAY DEDICATED TO PUBLIC USE SHALL BE CLEAR AND UNENCUMBERED. 15. FLOWERS, SHRUBS, TREES, AND IRRIGATION SHALL NOT BE PLACED WITHIN STATE MAINTAINED RIGHT OF WAY LIMITS WITHOUT AN APPROVED SET OF PLANS AND AN APPROVED PLANTING AGREEMENT. NO IRRIGATION (SPRINKLER) SYSTEMS, BRICK COLUMNS, END WALLS, AND/OR BRICK MAILBOXES WILL BE CONSTRUCTED OR INSTALLED WITHIN STATE MAINTAINED RIGHT OF WAY LIMITS WITHOUT A PERMIT. ANY OF THE ABOVE ITEMS FOUND IN THE RIGHT OF WAY WITHOUT A PERMIT WILL BE REMOVED, AND ALL COSTS OF THE REMOVAL WILL BE BORNE BY THE OWNER AND/OR DEVELOPER. 16. THE COUNTY/TOWN SHALL OBTAIN A PERMIT FOR ALL SIDEWALKS/CROSSWALKS WITHIN THE RIGHT OF WAY THAT DO NOT QUALIFY FOR VDOT MAINTENANCE. 17. 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 SHALL 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. 18. DURING CONSTRUCTION, THE MAINTENANCE OF TRAFFIC SHALL CONFORM TO THE REQUIREMENTS IN THE MOST RECENT VERSION OF THE VIRGINIA WORK AREA PROTECTION MANUAL AND THE MUTCD. PROPOISE D EASEMENT LEGEND SI DI _� e SIGHT DISTANCE I - STORM DRAIN SS - SANITARY SEWER W -- - WATER I PA' -- PUBLIC ACCESS DI --- - COMMON SHARED IE DI INGRESS -EGRESS D 11 l+ - PUBLIC UTILITY VA �` VARIABLE WIDTH S ALBEMARLE COUNTY ENGINEERING GENERAL RAIL CONSTRUCTION UCTI'ON NOTES ! a S FOR SITE PLANS 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 2. ALL PAVING, DRAINAGE RELATED MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. 3, EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. 4, ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTALNERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED. 5. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE ALBEMARLE COUNTY DIRECTOR OF ENGINEERING, OR THE DIRECTORS DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 6. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. 7. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS III. 8. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). ZONING AN D SITE TABULATIONS PARCEL NUMBERS: ZONING AND OVERLAY DISTRICTS: ASSOCIATED PLANS: MAGISTERIAL DISTRICT: PROPOSED USE: SITE AREA: BUILDING YARD SETBACKS: RESIDENTIAL FRONT SIDE(WEST) SIDE (EAST) REAR BOUNDARY) PARKING CALCULATION. PARKING SUMMARY: OPEN SPACE: SITE AREA HEIGHT OF ALL STRUCTURES STEPBACKS: 07800-00-00-06500 07800-00-00-06400 PROPOSED DEVELOPMENT X M T MIXED COMMERCIAL (PD MC) THIS SITE DOES NOT LIE IN AN OVERLAY DISTRICT ZONING MAP AMENDMENT 2018-00005 - JUNE 18, 2018 RIVANNA DISTRICT HOTEL 4.41 ACRES PERMITTED PROPOSED 10' (MIN) 30' (MAX) 30' (PORTE COCHERE) 50' (MIN) 83.7' 50' (MIN) 116.5' 50' (MIN) 80.2' (TO FUTURE PARK LINE) 302.8' (TO CURRENT PROPERTY 1 SPACE/ 1 ROOM. 109 ROOMS = 109 SPACES REQUIRED PROVIDED 109 SPACES 118 SPACES REQUIRED PROVIDED N/A 2.00 ACRES- (45.5%) PTO BE DEDICATED TO COUNTY AT FUTURE DATE. MAXIMUM PROVIDED 65' MAX (6 STORIES) 65' MAX FOR EACH STORY ABOVE 40 FEET IN HEIGHT OR FOR EACH STORY ABOVE THE THIRD STORY, WHICHEVER IS LESS, THE MINIMUM STEPBACK SHALL BE 15 FEET. 6zi0 0 001111, a O CD w L"Imu lamm'd z o 7 So a W ro W W o "--' U - Z ZZ U) W I-- (Dr W 01 uj 0 C) o C�ZiLI W'j)jLL1 S Z}��-C)m* ow >z0Wa)p � [L` < o w tl:l Z '�i °\Von` Q rr m y� I- �o Oa Wo W o� om � ¢o U) LL \ o o, REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE. PROJECT No.: �.... V172065 DRAWN BY: DSH CHECKED BY: JCW DATE: 8/2/19 CAD I.D.: SPD-0 PROJECT: INITIAL SITE PLAN DOCUMENTS FOR- PT HOTEL, LLC PROPOSED I-IANIP`TON INN 1628 STATE FARM BOULEVARD RIVANNA MAGISTERIAL DISTRICT ALBEMARLE, VIRGINIA y k, 1 Ay� � ... �. \5... ._ .N ( I o E _._. v 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540) 349-4500 9 Fax: (540) 349-0321 VA@BohlerEng,com UPI SHEET TITLE: SHEET NUMBER: C-103 REVISION 0 - 8/2/19 " . p AL (':0()'N'1'Y OF AIEAJA,tklY Department ol'C,,iimmtmfty Devvlopment 401 N'tcludre Road, Norch Wing CharhAtovillej Virginia 22,2902-4594 Plimit, (434) 2-96-5832 9721­jl;�16 July 22,20 IQ john (". MI'vight! P_R I il r Fnvin ecring V"A 1,1,C 18 13-lackwc.11 Par, Lane_Suits 2(j 1, Wam.ymm VA 20,1q,6 4VIA201,80000-5 Proposed Howl Dear Nfv, jolm ct W,6�ght_ ()a Jum,- 19, 2.0 11), tc*k tctioti:an your Zoniag; Nfiip Aawudaien�t Aplitk-unou mi T&W 64 g 7 -il -1,rk,3, Th -ntn n )()()(k ), 4) and 07, 0 J 0001001(W500 I'll the Rivalma "Map"isit" i_l Elv, eZimn�ng Map Ai wn) -duir'ipziolvBfhe dw,aty trll by dpi, whinu p6 scmea, 111tease be advised that,although the Albemarle Comity Boar(l of Su perviiawN took actioa ou tht, jArtljut m)(0 above, no ust's on tilt proptrtyas approved abllvv alert lawfully I-wggm uatil all. appikubfiv appi-ovfls Itave bteu recl,4ved avid, eondidoits have bccn (met, This imdudek-r * comp lilt I tv, e �vith thv terms and detkids of tht, ZONING' imfusivk, of commAments (110 were handwritten ollto (lie pruffemd Appliciitionflmt aud -Exhibit I" and sigued hyan authorized agent duringtht, zfutw 19 Bolird mec-thi t aria€i. * approval of and cmupilaace kvith a SiT.l'. h xAN; artd * approval of.a ZONING COMPLIANCE CLI,.,,_`kRANCE, 0RDJNAN(J,', NO, 11­A,(,%j Z IV], A 2 h 168 - 0 0 1') 1,1�5 AN ZO,NING M,AP V01? 1A X 3�IAP 1"ARIC!",-J.'s WHF,,RUA:S, ­' " ' E `4)0--"()­,' �`)-(A6400 � , 17 1 0, iUllend the", fiOt klap parcol 0 11", 1 sno,_�_ U 436500 iden"if", i ii; a�v!A '201, - 0005, 1 kmlu�[ ­4MA '._�o 10 I WIJCJRE�AS, Z,.,\,IA is a it w �upfltova! uorao Applick'atimi PL-ufl J.,Iur,'uctllt (v uw'.(y (""fude t5 lbr flhctwo "I`ax"Amw Pa", ru ka 'dx:rve, whic-11h a--­o e�dkl "ev, -IV-,s -Ii�m in n pm imu� c blim"A 11(m rm,, ]'.As ­t u, �,Rlflna, (11 10- wh"""'Ah aucl apip"k, Wi0h 0tv oqposed ho"ch ann,,� "i ft a , -qi -'ed pt'ih , (; � 3 �1 & , rj , x NN"HEREAS, on 4,1 1% duly n� fli" plallnklg Comvn�,�Atfo 11��: ,,pproval of ZNJA "(118r,00060- a W111"A01AS, Jj 24( 19, t,, lfxna-P dc k"'oun"o I,<,A9-d hchdarfifly o,4wk�d jplllhflc bl-a,-hug �n ZN'l-A 21" BE LT ORDAINt"',J) 0 11, �rmklvd 1'ov ZmA 2018 - 005 unid' Iwh4M;ch1nvn1ks, k9IcJqdamv, (t) , p"vffck"", :kvl�3 tho plan, 1 hn�bijvmlkwl �gtw' I: c, he fac, � f.,s [,^: i 4 1 V i i " 0 id, 0, 1 2­22 84 a uid Co u my Cod 18 8, 5 5 'a•, 18 - 24 2 , I ( 2 1 4 -25 A , 2 > t )d i K-13"211f,"ER), anad fo� jwf­,,,,��,��w,�, M'-ablic 2,�,Czsmt t"'0CM zl_'M�Ow pl� �"Au"' �S�, ik,� i 4 % "20 1 -0),K)0wilb tn..:<..,, -a% jm-,"1 203 -,md wpqmicaflon phn,-� onittccj � f 1 u� r n 12 0 0 0 11, i C4�' I I , R',� t I doinan-i�,by cc'dify iha). thv,:! i"", " ituw', cfoel cup" Q!, N, vj� bv a vo x ic� .13 2 hido v, dzJ,,, JopaA b _�Q CO"NU �!J ol i, I c of Qff, 'a If V u have, qucsficuLs 'duovQ-tioted _acdon, p'Qase couluul at 296-55�"2 .0s, 1"'lailuk y -14n, I AICP sl��Iicfr Plannu X1 F zi w r lklike Swteney t"I'Afold,11 C, 20'() VkaTQ Bomoni Spring K'd Ches(,�r VA 'je I 'I , Z 1\41 A 2 0 1 S0 0 0 05 Anac.hmcats (Irdlimunc,�, and Proffer Scatemwol Rmltfays 11001 -StatkP'Wrru lloldkrvard 4MA, 201184,10005 D 1K Boa, ki w� coun'y ?.,ace subdivi, imi plat, arid the Owu,r "'hudl bc re"j"wns-,iblir 19hef"'ost c4 a sur"k&rld ptc,�qpar,W'g d"w decd! couovc.v `Ilw R,-,�evvcd t1he Cutlua%-, NNit f WItncss the 1) a te Ju j ic 4, 1' 1 'ZNTAII ZN`Idluk 2 1�_110(105 Tax Nl:ap parcel -0(n H)k i_4 i K Owo,�v of Revjv& Kituc,o, LC a, vi" gillia 11'rnited Alhibifiq, compliy e,'zn�uDWAppavifnatliv 4,42acres tobe reod kvequua;3It �au, Appli ivdkon Plarl- 41� ^�waT Sri Tb c f 6 1 tow, in�g, 'tx,mcc.k am. z plpficuiil)t� ZIN't A 2, q turazorthkig a .0 I's ('10,005 (die "Arqilicatmn") al"41, anxoocm) pr fier "laxlMal"i pau"'(,- 11 e,80, Pl,op (",hu ("t Li'lePt 4,'erty is Kimcc�, 1"I"', ("t-he, 4':'ce'), 11"lue, Al�plic�,kjut 11,ud carn, Tidle, L V� hw I I uu, -3, "I"'au.01 1, y x ff��r- 111 ld� I f thc �,,,J% txe ti 1 1-rie C ",cmu tv uj',x:nri 's kv�' oc', t_h N 0 1 Y -,D 1, i ­) L v ?h ic fic� -i 'r, uc u v I he t� ap rok", , rfic ,,a m, questc(L thz (iNvue'r and its, st u,,x%,s,,h, m, and 45-silgris I mul d (,�p v t j p l'u-1perl" ix) acconi vvizh dx.,! fidilmvingc picall"or""i pta-z'ism"unt to "a 4r. 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Owner'NIn In (dic-'(fic'ute ""n fle sini'qAe to fac (77mint"y' dic-1kcscrv, Lk'and io permit the c,ans'truct011,by 11ae e ub ic, ac c,;s frails or Rmzl-,vcd L, �z tc-, tklu'� fivacur park, S- cub, dcdic;erlL4 I SlIz 11 oc"C'ur afwr - Udl -Rik-, ph "'n, p 'a u0l r ;u'umncc, o'a' Cc,ufi",Cilc cf0ccup", vic"'y I'll- tfl�t, pvu,m,),wd Ivotell 6tsc, mn, tho Imad male r ddive'ry b)."flic ("ounily ti"') 01c (Avilt"I of'dwTiiwr� reviesk, `klltmuch� D N, ",c JR, lrm, c'-d 1"k, m, cz 0om, L", �,flk�, 6ot; l 0 Z cr Lu Lu Z W U) F3 1-- 0Y W z Z ZD Z 0) 9 W 0 W l­- (D > 2 0 - rr W < uj z _j > 7, 0 Lij u) 0 Z) � < z U) LU < z < 0C). Q� 0 Z < cl, < < 0 0 or In U) U) < z 0 C) ::D W Z Q� Z < 0- < LLJ REVISIONS REV DATE COMMENT DRAVIIN BY CHECKED BY THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR =AGENCY " N�,� '0 S REVIEW AND APPROVAL. ITISNOT INTENDEDASA -ION DOCUMENT UNLESS INDOATED OTHERWISE, CONSTRUCI T. T �_AH It's fast. It's free. It's the law. NOT APPROVED FOR 0 CONSTRUCTION J PROJECT NO,: DRAWN BY: DSH CHECKED BY: JCW DATE: 8/2/19 CAD I. D.. SPD-0 PROJECT: INITIAL SITE PLAN DIC)CUMENTS � FOR PT HTkf__`)TEL, LLC PROPOSED ITAMPt'ON ININ 1628 STATE FARM BOULEVARD RIVANNA MAGISTERIAL DISTRICT ALBEMARLE, VIRGINIA 28 BLACKWELL PARK LANE, SUITE 2011 WARRENTON, VIRGINIA 20186 Phone: (540) 349-4500 Fax: (540) 349-0321 VA@BohlerEng,com N qu• - SHEET TITLE: PROFFERS T: .............. - I I . .. .................... ........... 111 .............. -.1 1 H:\17\V172065\DRAWINGS\PLAN SETS\INITIAL SITE PLANNV172065-SPD-O.DWG PRINTED BY: CHEDGES 8.02.19 @ 7:37 AM LAST SAVED BY: CHEDGES I SHEET NUMBER, C-104 REVISION 0 - 812/19 '. zs 0 U KFIG COPYRIGHT 2009 DELORME, S"i REET ATLAS USA 2009 i 9, G.',N a 1-1 EXISTING CONTOUR :.EXISTING SPOT ELEVATION ., EXIST. TOR OF CURB ELEVATION €, GUTTER ELEVATION .aIS HYDRANT a:3r WATER VALVE A RROXz LOG, UNDERGROUND CABLE LINE PER UTILITY MARKOLI.T APPROX.. LUC. UNDERGROUND GAS LINT PER UTILITY MARKOUT _,_... APPR X, LOC. UNDERGROUND WATER LIVE PER UTILITY MARKOUT T APpk,ox, Loc. UNDERGROUND TEL.,, LINE PER UTILITY NIARKOLyI.,. . f APPROX. LL?C: UNDERGROUND ELEC.. LINE PER I.ITILfTY MARKQUT _ ...g,. - APPR X, LOG. UNDERGROUND SEVVER LINEIPER RED,. #1 SANITARY MANHOLE. STORM DRAIN MANHOLE SIG \` AREA LIGHT TITLE REPORT EXCEPTION tea. DENOTES PARKING SPACE COUNT BENCHMARK TREE (SIZE S RTC IS\ PROP.. CFRNERJO SR SET UTILITIES, THE FOLLOWING COMPANIES WERE ;NOTIFIED Y MISS UTILITYY' SYSTEM 11-5 0-652-TI1C111ANDREQUESTED, TO MAR: OUT iDImI�€�I� INN FACILITIES AFFECTING PA S R I ING THIS SITE.. THUNDERGROUND, UTILITY INFORMATION SHOWN HEREON N IS: S U "T;1IW` UTIL I -Y C' ONIPA IE R S ?ONSR ` O THIS UE';IT SERIAL R k4V-.wRfsl> A9 ,2G1TC?.-00A.. l.: 1 f : 3 __ f r� I I . A I "T` P` NY AND OLD REPUBLIC NATIONAL T T I�1? L L.L� IRII'� A L TIT LI L{ I�I�I�i A • MH _.v 515, OWN i7 cn a .7 RHON NU S R (804)562-3841, (434)470-3800 (804)608-5640 ( 041608-5640, C LI4I 50-774 1434 r531-11; 4 (434)2,6049221 TITLE INSURANCE N4PANY" - ..�, I -I# fS �` �I�I�TIi' T'3� "I'€ MAP OR PLAT AI�iI `I"(`� I..II�4`�' ��I l�llIri IT I RA�� AIR " BASED r- w. , _ .i ..:. ��' -' �." m. „� . � ..a.. - E ,� `�, � � yam:_ ^ , T� DE IN ��GL�L�R.DA WITH TIT 2010i 4111111til m STANDARD DETAIL RE Ii I TFOR ALTAINSPS LAND TITLE SLIR YS JOINTLY E TABL.I HEI ANo A PT L..TA AND SR ' �. � I. T �� TEL AND INCLUDES ITEMS 1, 2, 3, 5, #(A}, 7 R� 1� T� 1`1 `14OF TALEAT� THEREOF. THEFIELD MILK L'41A CONIPL TEb OIL A�� z �f > INC STATE FAIT ALB � COUNTY, VIR IN A �� ALES CL : V � AL LI a FtE K. u s x`I I . ala4T ".� 5I R.0 4, AGIP� � �i11e4 S 11 5 gym. �DATE A -sw1 i1 `wa lEy, F',A w 7.41401EN PA. VIRGINIA LICENSED LAND),sulk 126 � � ��i � z � v�� a ■ ��I I, ������ � � � � 11 � � . 1IIs"lFJ{TifId .: i rT'L Lis NANIE0 PAR m E. AN( OR MbR7C� E EREIN DDELI IE, EL PROPER'T"' S FIELD I T , £ F GRI W CHIEF d DRA�hl r F�F'�"F� . d, .1� `'a .� v RLViL1* O �S Al . it - �'.+i` 1'�IE r'ia�u1�.C� 1�tiF%a! {�ihEk�.. L� t�EhrORi Sli�i4€.'a"' a,9� �,1k�ft f1>Y a� �tS=�3:yD �a � ^a31-15��'T'L�s`€ �;t.?e=a �`}G USE a�.,F SId°R�+�E�'' F'„`�af? AP�e^Y ,>............... ...—..—..:5 T3a•{Ea�1 9��..��'L��'�.w}aC INC3. :wi4`.3r; B�.,ti NOT ''.J,,,I�iI E ��`, Ti.�}. iic�r.>I= OaSL��;'�+�r.�' t'4a&'I''I�ga��a,�IT. �@�a.3E OF �'Rkix�'I.�4T�`"s. i�'v4 3 O «"i3�Y �''`�'�i"�ER Lib , '�'i s iI:� ' i!?L��1C�''... `=3 p; .yt is u.. S31 PERSON Fv4 C .I> E'R1 sl-I�.. 1. C..li i€=.:i�!>R .Ii�t ,i 1/1 ?1 .: J l 5 SAS 1I. E9 '.1 1 !- \ f i PARCEL /1 PORTION'OF PARCEL 20 w- PANTOPS \ t \ \ L \ n \ \ \Y \ 1 b. 3 i y... — DEMOLITION/REMOVAL LEGEND DEMOLITION/REMOVAL NOTE TYPICAL NOTE TEXT -___-__ --_-___-_- EASEMENT LINE CONCRETE CURB & GUTTER ------------= UTILITY POLE WITH LIGHT POLE LIGHT TRAFFIC LIGHT UTILITY POLE TYPICAL LIGHT ACORN LIGHT ---� -- TYPICAL SIGN /X \ PARKING L_ COUNTS SPOT ELEVATIONS MSAN SANITARY M LABEL TM STORM # LABEL rSL _-_---- SANITARY SEWER LATERAL ----_.--W_._.-----` UNDERGROUND WATER LINE --------E UNDERGROUND ELECTRIC LINE -------G---__-- UNDERGROUND GAS LINE --------OH ,------- OVERHEAD WIRE _.,-----...-T UNDERGROUND TELEPHONE LINE UNDERGROUND CABLE LINE -- - - - - - - - - - - - - - - - -- STORM _________ SEWER ._-_,-_-._._S---..---- SANITARY SEWER MAIN _ HYDRANT l\$�) SANITARY MANHOLE a� 1 STORM MANHOLE WM WATER METER WV WATER �Q VALVE GAS VALVE ® GAS METER SLOPELEGEND LEGEND — ' — — — — SAWCUT LOCI- LIMITS OF DISTURBANCE NOTES: 1. SEE SHEET C-102 FOR DEMOLITION NOTES. 2. LOCATION OF ALL UNDERGROUND UTILITIES ARE APPROXIMATE, SOURCE INFORMATION FROM PLANS AND MARKINGS HAS BEEN COMBINED WITH OBSERVED EVIDENCE OF UTILITIES TO DEVELOP A VIEW OF THOSE UNDERGROUND UTILITIES. HOWEVER, LACKING EXCAVATION, THE EXACT LOCATION OF UNDERGROUND FEATURES CANNOT BE ACCURATELY, COMPLETELY AND RELIABLY DEPICTED. WHERE ADDITIONAL OR MORE DETAILED INFORMATION IS REQUIRED, THE CLIENT IS ADVISED THAT EXCAVATION MAY BE NECESSARY. 3. THE EXISTENCE OF UNDERGROUND STORAGE TANKS, IF ANY, WAS NOT KNOWN AT THE TIME OF THE FIELD SURVEY; HOWEVER, NO PHYSICAL INDICATIONS OF SUCH WERE FOUND AT THE TIME OF THE FIELD INSPECTION OF THIS SITE, 7. ELEVATIONS ARE BASED ON NAVD88 DATUM DETERMINED BY GPS OBSERVATIONS AND TIED IN TO NGS MONUMENT DESIGNATION E 346 RESET (PID AI2795) WITH A PUBLISHED ELEVATION OF 366.6 FEET. 8. THE PROPERTY IS LOCATED IN OTHER AREAS ZONE X (AREAS DETERMINED TO BE OUTSIDE THE ANNUAL 0.2% CHANCE FLOODPLAIN) PER MAP ENTITLED "FIRM, FLOOD INSURANCE RATE MAP, ALBEMARLE COUNTY, VIRGINIA AND INCORPORATED AREAS AND THE INDEPENDENT CITY OF CHARLOTTESVILLE, PANEL 289 OF 575", COMMUNITY -PANEL NUMBER 51003CO289D, WITH A MAP EFFECTIVE DATE OF FEBRUARY 4, 2005. 9. LOTS 4 AND 5 HAVE DIRECT PEDESTRIAN AND VEHICULAR ACCESS ALONG STATE FARM BOULEVARD, 10. LOT 4 AND LOT 5 ARE CONTIGUOUS WITHOUT STRIPS, GAPS, GORES, OVERLAPS OR HIATUSES ALONG THEIR COMMON LINES. 11. CONTRACTOR SHALL PERFORM WORK IN ORDER DESCRIBED IN VSMP PLAN SEQUENCE OF CONSTRUCTION TO ENSURE PROPOSED STORM BYPASS PIPE IS IN PLACE PRIOR TO REMOVAL OF EXISTING STORM BYPASS PIPE. ow, O`\�. a 3 w \l a� w a 2 R OU z a W I w Z L, Z :D U) N Pay Z LIJ h- (r W > LLJ (D U I—Y (� Z Lu W U> W o N - R Z (DI—WL7.1D, co m \ t/):D.5<CQZ<� s\ Z W OQ4���� NE w mow Z 0 s .. Z-IOn W o E,\\....w 0 a <c Yw � 8m �o ------------- F'EVISIONS REV DATE -COMMENT DRAWN BY CHECKED BY THIS DRAWING IS INTENDED FOR MUNICIPALAND/OR AGENCY REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERW{SE. PROJECT No.: V172065 DRAWN BY: DSH CHECKED BY: JCW DATE: 8/2/19 CAD I.D.: SSP-0 Or PROJECT: INITIAL SIDE PLAN DOCUMENTS TS FOR PTHOTEL, TEL, LLC PROPOSED HAMPTON INN � a 1628 STATE FARM BOULEVARD RIVANNA MAGISTERIAL DISTRICT ALBEMARLE, VIRGINIA ; 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540) 349-4500 Fax: (540) 349-0321 M. o. 046960 8/2/19 • a SHEET TITLE: DEMOLITION PLAN \ SPE0 LIMIT 35 r PH r� cads D 669 F 1 VE EtV:� 8. .. &lEficlVT i _. AR 661 PC 12 & 0 ;s } i H:\17\V172065\DRAWINGS\PLAN SETS\INITIAL SITE PLAN\V172065-SSP-O.DWG PRINTED BY: CHEDGES 8.02.19 @ 7:37 AM LAST SAVED BY: CHEDGES 30 15 7.5 0 30 1 "= 30' SHEET NUMBER: i C-201 REVISION 0 — 8/2/19 1 z PARCEL 73A PANTOPS D.B. 2019 PC. 125 ALBS AR � LAND LLC D.B. 4416 PG 460 i USE- VACANT ZONE PD-MC min n nnn nn nn n7 ZAA PARCEL X PORTION OF PARCEL 20 PANTOPS D. S. l 15 / PG. 352 LANDS N F MARTHA JEFFERS N HOSPITAL D.B. 4973 PG 550 USE VACANT ZONE- COMMERCIAL OFFICE PID: 07800-00-00-02OF1 LOT 6 PANTOPS D. B. 681 PG. 330 LANDS N F MARTHA JEFFERS N HOSPITAL D. B. 4973 PG. 550 USE.• VACANT ZONE: COMMERCIAL OFFICE PID: 07800- 00- 00-- 06600 NEW PERMANENT RETAINIM WALL EASEMENT D.B. 4632 PG. 123 PROP. INTERPARCEL #q� CONNECTION PROP. SAWCUT rt .., ruvu v� i i cry j LOT 3 PANTOPS D. B. 681 PG. 330 LANDS N/F VIRGINIA HIGH SCHOOL LEAGUE, INC. D.B. 906 PG. 151 USE: OFFICE ZONE. PD—MC PID: 07800 — 00 — 00 — 06300 SITE TABULATIONS IONS ZONING DATA: SITE ADDRESS: CURRENT ZONING: TAX MAP PARCEL NUMBER: EXISTING USE: PROPOSED USE: BUILDING HEIGHT: 1628 STATE FARM BLVD. CHARLOTTESVI LLE, VA 22911 PD-MC 07800-00-00-06500 07800-00-00-06400 VACANT HOTEL 65MAX PARKING REQUIREMENTS REQUIRED PROVIDED PROP. 109 ROOMS (1 SPACE / ROOM) 109 118 (1,10 SPACES / ROOM) TOTAL SPACES PROVIDED 118 PROPOSED SETBACKS: FRONT 3Y (PORTE COCHERE) SIDE (WEST) 83.7' SIDE (EAST) 116.5' REAR 80.2' (TO FUTURE PARK LINE) REAR 302.8' (TO CURRENT PROPERTY BOUNDARY) HATCH LEGEND PAVEMENT ADA STRIPING n STANDARD DUTY � CONCRETE 4 r a STANDARD DUTY ASPHALT PAVEMENT NOTE. SEE SHEET C-102 FOR GENERAL NOTES AND SHEET C-103 FOR LEGEND. 30 15 7.5 0 30 1 "= 30' .�... r..._. 4 z o� „<.. o ppmmw�m g Zw .\ ly Lui �o o T _z LIJ (n = C7 Z :3 = m LLI > LU (D 0 (q o z (D z w LLJ j LLu I;- ® C/) ma . LLI Q W Z >ZULu(1)0 z x 3 ^may or w �ry y¢ �Zy Lu h- I � .,., rt il `.J ® < Q < � < - © 6 w o z �m In Q r� �i N2In On < O LUZ s a_ 5 l U w w Lu z� o 0 Q Q u �.oOua U) 6LL REVISIONS REV DATE COMMENT aRawNeY CHECKED BY THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE. NOT APPROVED FOR ONSTRUCTION PROJECT No.: V17 3-65 DRAWN BY: DSH CHECKED BY: JCW DATE: 8/2119 CAD I. D.: SSP-0 PROJECT: LNITIAL SITE PLAN DOCUMENTS FOR PT HOTEL, LL'C PROPOSED IIAMP'TON I.N.N 1628 STATE FARM BOULEVARD RIVANNA MAGISTERIAL DISTRICT ALBEMARLE, VIRGINIA e r "MMillSROMP, _mm 6 a y ..._.. 28 BLACKWELL PARK LANE, SMITE 201 WARRENTON„ VIRGINIA 20186 Phone: (540) 349-4500 Fax: (540) 349-0321 VA i@BohlerEng.corn 'i .0 Lic. No. 046960 812/19 ♦' SHEET TITLE: SHEET NUMBER: —3 0 H:\17\V172065\DRAWINGS\PLAN SETS\INITIAL SITE PLAN\V172065-SSP-O.DWG PRINTED BY: CH EDGES 8.02.19 @ 7:37 AM LAST SAVED BY: CH EDGES REVISION 0 - ::=, NEW PERMANENT RETAINING .WALL EASEMENT D.B. 4632 PG !23 A- 0 '\-ER—IM51 ........... H Z' ... .. . ... ........... ...... STATE FARM BOULEVARD GRADING LEGEND E,Y15 TING NO TE TYPICAL NOTE TEXT PROPOSED NOTE CONTOUR LINE SPOT C 516.0 05 '0 ELEVATIONS �EBC51D55 SANITARY IT LABEL STORM ST LABEL # STORM SEWER STORM MANHOLE TYPICAL END SECTION m HEADWALL OR OR M ENDWALL YARD Q-1 INLET CURB INLET MONITORING WELL BORING BENCHMARK 17X TEST PIT 30 15 7.5 0 30 V=30' Abwomm alm"Al 'D z 0 m LLj ui z W Lij z 9) z C6 & z LU F- (D LU > Lug (D m LIJ LLI uj co Gi QC) Lu z 15 > Z LIJ (j)0 :5 ct) D ED z > 0 C) < ft W 7 ry < < 0 < (D U) o 1 U) 0 :D Lu z < U) n < Z < C) ui U) .-o g2 f' REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY-'N REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE. NOT APPROVED FOR CONSTRUCTION PROJECT No.: Ml 720656' DRAWN BY: DSH CHECKED BY: JCW DATE: 8/2/19 CAD I. D.: SSP-0 PROJECT: INITIAL SITE PLAN DOCUMENTS FOR PT HOTEL, LLC PROPOSED FIAMPTON INN 1628 STATE FARM BOULEVARD RIVANNA MAGISTERIAL DISTRICT ALBEMARLE, VIRGINIA r h\ IN 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540) 349-4500 Fax: (540) 349-0321 VA@BohlerEng.com SHEET TITLE: 13 PLAN SHEET NUMBER: C-401 -I:\17\V172065\DRAWlNGS\PLAN SETS\INITIAL SITE PLAN\V172065-SSP-O.DWG PRINTED BY: CHEDGES 8.02.19 @ 7:37 AM LAST SAVED BY: CHEDGES REVISION 0 - 8/2/119 PARCEL 73A PANTOPS D.B. 2019 PG. 125 LANDS NIF ALBEMARLE LAND, LLC D.B. 4416 PG 460 USE., VACANT ZONE PO -MC PID: 07800 - 00 - 00 - 073A4 PARCEL X PORTION OF PARCEL 20 PANTOPS D.B. 1151 PG. 352 LANDS NIF MARTHA XFFERS N HOSPITAL D.B. 4973 PG. 550 USE VACANT ZONE, COMMERCIAL OFFICE PID: 07800-00-00-02OF1 LOT 6 PANTOPS D. B. 681 PG. 330 LANDS N F MARTHA ✓EFFERS, N HOSPITAL D.B. 4973 PG. 550 USE VACANT ZONE COMMERCIAL OFFICE an 07800-00-00-06600 NEW PERMANENT RE WALL EASEMENT 9.8. 4632 PG. 123 " ro JEFFERSOiy pR/!�E __ LOG--- LOD=:, -Z7, 0D PROP. 6' MAX RETAINING WALL (DESIGN BY OTHERS) —LOD —LOID-- L0D —L 4632 PG 123 LOT 3 PANTOPS D.B. 681 PG. 330 LANDS N%f VIRGINIA HIGH SCHOOL LEAGUE, INC. D.B. 906 PG. 157 USE. OFFICE ZONE PD-MC PID: 07800-00-00-06300 PROPERTY LINE _ (SEE NOTE 11) e UTILITY LEGEND EXISTING NOTE TYPICAL NOTE TEXT PROPOSED NO"fE SANITARY SAN LABEL # STORM ST LABEL # _...._,,. _ SANITARY SEWER _ cL LATERAL UNDERGROUND — W — WATER LINE UNDERGROUND ELECTRIC LINE UNDERGROUND 0- GAS LINE OVERHEAD 0H WIRE UNDERGROUND T— TELEPHONE LINE UNDERGROUND C CABLE LINE _. ._.. STORM SEWER . _.......... SANITARY S SEWER MAIN HYDRANT lc+ SANITARY C* MANHOLE STORM MANHOLE 10\ i WATER METER WATER VALVE GAS VALVE GAS METER _. TYPICAL END SECTION HEADWALL OR ENDWALL �OR� YARD - INLET ' CURB INLET CLEAN O OUT ELECTRIC / MANHOLE u TELEPHONE /r1 MANHOLE U ELECTRIC qE BOX -j{ ELECTRIC PEDESTAL MONITORING WELL TEST PIT EST PIT NOTE CONTRACTOR TO TEST PIT FOR EXACT LOCATION OF EXISTING UTILITY AND SUBMIT ANY DISCREPANCIES TO BOHLER ENGINEERING IN WRITING. (D z Lu Lij z LLI U) Z F Q, LLI o' (D LIJ l J U) > LLJ z >- (D L C'f co f— LU UJ Z 1 i' Z U w 0 0 U7��Q U z co LL1�Z< OnQo- —F- Q LD�QU)(jX0- <C ��U)QQ n < a U LLI I— IF REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE. ,s NOT APPROVED FOR CONSTRUCTION PROJECT No.: V172065 DRAWN BY: DSH CHECKED BY: JCW DATE: 812/19 CAD i.D.: SSP-0 PROJECT: INITIAL AL SITE PLAN DOCUMENTS FOR PROPOSED HANIPTON INN 1628 STATE FARM BOULEVARD I RIVANNA MAGISTERIAL DISTRICT ALBEMARLE, VIRGINIA \ \ a� .. 1 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540) 349-4500 Fax: (540) 349-0321 VA@BohlerEng.com SHEET TITLE: SHEET NUMBER: i C-501 H:\17\V172065\DRAWINGS\PLAN SETS\INITIAL SITE PLAWV172065-SSP-0.DWG PRINTED BY. CHEDGES 8.02.19 @ 7:37 AM LAST SAVED BY: CHEDGES 30 15 7.5 0 30 1 "= 30' REVISION 0 - 8/2/19 �\ PARCEL 73A PANTOPS U.R. 2079 PG. 125 LANDS NI ALBSUARUE LAND, I LC D, 8.. 4416 PG 460 � \ USE VACANT ZONE PU-1V ' ' PID: 07800--00--00-07 AA I N47°06'22"E (M) 400.00' (RM) N49052°17"E (R) ... f- x r �_ �.a ,- e / i' 8 e L.. x = . a... S + + + + + + + 4- + + + + J- + -I'. + �.. T r... a a\ ..,." 1j ` , s. �,3, .. _ada.,?3.",a. .v< ..v`••,. + gyp\.. + ..v.,. ..t.. ..fie .... .e\.. ..3.,. .... ;-. ..._•..,. .3,,, x . x 4".. 4. W 411 4" + ... + ,. L., 1,. + + 1.. + 1 + x ... �„ _p._ _,�,. 4,PROD TREEIJNE eg., 3. 41 a , ` _ T.. �,. 4-..,. ..;.. ,..,. ,..,. ..... ..... , ..� 'rIF POPOS?D EAS?MENT.O COUNTY _l- _ PA.R FL X FOR FUTURE K PORTION Cf PARCEL 20 0 ACR • "' , _ D° �' 1151 PG: 352 \ <:a f LANDS N,rIF- � � �_ .�., MARTHA JF/-7E,?50A1 HO PITAL C �.. O° R 497,E PC, 56`6 „ ,. 4-.. ; _ ., V E' VACANT 4-1+ ZL NL ° C0/'119ERCIL OFl/Gc Pi 1; o0u O-- ,90-0002 Q " "\ i Z '� .,� i.? \., ,. ; r7i'trizf _s. ,.g PRQP.TREFLINE . co \ '.\ ( y a \Y. LU ,. 4. L, T„ _3,. ,. )1M1T5 OF } ... r-� ZU :..a•: PR P. 6' M„ ". DISTURBANCE -.I t!1 Cy , - - - - - 4�, 0 y D D ODx L D L L _ D LOD SOD LOCI �LC1D LOD O LC? L Li3D �Dmm CT OD Qi�i q. _,. 5 E.;. i r _ .Y,. Vie'' >- v� sLJ `,, \ \ \S?o \ \ �7 ZS \, R �JRI PG <. 30 T L. r \: r- fir' �. .r.t.... ........._.__......... I 7r� +� t��®,nth t���y�°-�r`91 , �,.._..• , ,._ - 4 taINI01 I,rf t;+'! 1 ✓.a, .VVL 7 7+ f : / OP L, ' LEAGUE, _- > > S .. ,'. ,. .,: a�� ..°• i � � , VA r` f, _✓ - , �P�"' !`; ,!'.. - i "S�<o\ •% � f ,1 RR 906 P47. f 57 - yn l / ✓.,. f r �\ /' E <• � I 791 ZONE ,{ qr t r 07800-00-00-06000 1 I >I��,I4 }1 //j Jf/,J ... .. .j/_f..ff % •[ '. § \s'..I efl. ! i •i ! IK n'/ / f{��/�J /-J{jl� ! _ 5 LIMIT QPH DISTU WIT 6. , PANTOPS<, L, R GSl PG. ,JJO LANDS' /V , - 11WARTNA J/.. '.I HOSPITAL USL: VACANT ZOIE° !'%1111111VIER % OF -ICE Pats°` O7800---00-00-_ 060 0 � S .. .. I. WALL .Go (101 CID PROP. CG .2r» CC31 LSE CijV , 001 F FV ,61& 80 VCA QC?i ✓-0 ` r��a . CHD=400.83' 1 STATE FARM BOULEVARD UARIA&E WIDTH RIGHT-OF-WAY AS'PHAZT PAVED PUBLIC ROADWAY »,... SPEED LIMIT J5 YPN D.R 669 PG. 19 . D.B. 681 PC 330 & 33'1 R 6 681 PG 12 & 13 30 15 7.5 0 30 1 "= 30' LANDSCAPE LEGEND PROPOSED TREE CANOPY EXISTING TREE CANOPY -- s,,. $" " x TREE CANOPY PRESERVATION AREA { /I' r 7 PARKING LOT AREA } 0 PARKING LOT LANDSCAPE AREA LANDSCAPE SCHEDULE KEY OTY. BOTANICAL NAME COMMON NAME CAL. CONT. CANOPY TOTAL CANOPY SHADE TREES AR 5 ACER RUBRUM RED MAPLE 1112 - 2" CAL. B+B 397 1,985 BN 4 BETULA NIGRA MULTI STEM RIVER BIRCH 10-12' B+B 397 1,588 CBF 3 CARPINUSBETULUSTASTIGIATN PYRAMIDAL EUROPEAN HORNBEAM 1112-2"CAL. B+B 177 531 CJ 3 CERCIDIPHYLLUMJAPONICUM JAPANESE KATSURA TREE 1112-2'CAL. B+B 222 666 GTIS 4 GLEDITSIATRIACANTHOSVAR. INERMIS'SHADEMASTER' SHADEMASTERHONEYLOCUST 11/2-2"CAL. B+B 424 1,696 NS 2 NYSSA SYLVATICA SOURGUM OR TUPELO 1112. 2" CAL. B+B 123 246 PLO 2 PLATANUS OCCIDENTALIS AMERICAN SYCAMORE 11/2-2" CAL. B+B 1,253 2,506 QP2 4 QUERCUS PALUSTRIS PIN OAK 1112-2" CAL. B+B 370 1,480 QPH 5 QUERCUSPHELLOS WILLOW OAK 11/2-2"UAL. B+B 370 1,850 ZS 4 ZELKOVA SERRATA JAPANESE ZELKOVA 1 112.2" CAL. B+B 350 1,400 SUBTOTAL: 36 TOTAL 13,948 DECIDUOUS SHRUBS CA 22 CLETHRAALNIFOLIA SUMMERSWEETCLETHRA 24-30" #3 CAN NA NA IV 20 ITEAVIRGINICA'HENRY'SGARNET' GARNET SWEETSPIRE 24-30" #3CAN NA NA VCA 24 VIBURNUM CARLESII KOREANSPICE VIBURNUM 24-30" #3 CAN NA NA SUBTOTAL: 66 EVERGREEN SHRUBS ICBUR 23 ILEX CORNUTA'BURFORDII' BURFORD HOLLY 24-30" #3 CAN NA NA IGS 23 ILEX GLABRA'SHAMROCK SHAMROCK INKBERRY HOLLY 24.30" #3 CAN NA NA SUBTOTAL: 46 ALBEMA : LE COUNTY LANDSCAPE COMPLIANCE CHART SECTION REQUIREMENTS CALCULATIONS COMPLIANCE LANDSCAPING ALONG STREETS EAST PROPERTY STREET FRONTAGE D. ONE (1) LARGE STREET TREE REQUIRED SHALL BE REQUIRED FOR EVERY FIFTY (50) FEET STREET FRONTAGE: 406 LF OF STREET FRONTAGE, OR PORTION THEREOF, IF LARGE CANOPY TREES REQUIRED: 1150 x 406 = 8 TWENTY-FIVE (25) FEET OR MORE. WHERE MEDIUM CANOPY TREES REQUIRED: 1/40 X 406 = 10 PERMITTED, ONE (1) MEDIUM SHADE TREE SHALL ROW OF SHRUBS SPACE 5' APART REQUIRED BE REQUIRED FOR EVERY FORTY (40) FEET OF 32.7.9.5.d & e ROAD FRONTAGE, OR PORTION THEREOF, IF PROPOSED LANDSCAPING TWENTY (20) FEET OR MORE. LARGE CANOPY TREES PROVIDED: 8 COMPLIES ALONG STREETS MEDIUM CANOPY TREES PROVIDED: 10 E. SHRUBS ALONG PUBLIC STREETS. WHEN A ROW OF (112) SHRUBS SPACE 5' APART PROVIDED PARKING AREA IS LOCATED SO THAT THE PARKED CARS WILL BE VISIBLE FROM AN OFF -SITE STREET, "I" INDICATES PLANT MATERIAL UTILIZED TO FULFILL REQUIREMENT THE AGENT MAY REQUIRE ADDITIONAL PLANTING OF LOW STREET SHRUBS BETWEEN THE STREET AND THE PARKING AREA, SUBJECT TO THE FOLLOWING: SPACING OF SHRUBS. SHRUBS SHALL BE IN A SINGLE ROW PLANTED FIVE (5) FEET ON CENTER. INTERIOR PARKING LOT LANDSCAPING INTERIOR PARKING LOT LANDSCAPING AN AREA OF AT LEAST (5) PERCENT OF THE PAVED REQUIRED PARKING AND VEHICULAR CIRCULATION AREA PARKING LOT AREA: 48,997 SF SHALL BE LANDSCAPED WITH TREES OR SHRUBS. AREA REQUIREMENT: 5% INTERIOR LANDSCAPING: 5% x 48,997 SF = 2,450 SF REQUIRE PLANT (MATERIALS MAY BE A MIXTURE OF SHADE TREES AND SHRUBS AND SHALL INCLUDE ONE (1) PROVIDED 32.7.9.E LARGE OR MEDIUM SHADE TREE PER TEN (10) INTERIOR LANDSCAPING = 3,360 SF (6.86%) PROVIDED LANDSCAPING PARKING SPACES OR PORTION THEREOF. COMPLIES REQUIRED PLANTINGS WITHIN A NUMBER OF PARKING SPACES: 118 PARKING AREA REQUIREMENT 1/10 SPACES CANOPY TREES: 118 x (1/10) = 12 SHRUBS: NA PROVIDED PLANTINGS CANOPY TREES: 13 EVERGREEN TREES: NA "@" INDICATES PLANT MATERIAL UTILIZED TO FULFILL REQUIREMENT MINIMUM TREE CANOPY TREE CANOPY CALCULATION COMMERCIAL OR INDUSTRIAL USES. IF THE SITE IS REQUIRED TO BE 'DEVELOPED FOR COMMERCIAL OR GROSS SITE AREA: 192,249 SF INDUSTRIAL USES, THE MINIMUM TREE CANOPY IS CANOPY COVERAGE: 10% 32.7.9.8 TEN (10) PERCENT. CNOPY AREA: 10% x 192,249 SF 19,225 SF COMPLIES TREE CANOPY PROVIDED PROPOSED TREE CANOPY = 13,948 SF EXISTING TREE CANOPY = 73,467 SF 87,415 SF (45.47%) i \g4 " K � o0 O � y D' m o c ,e\ \\\\� � LLI LLL, r n z:5 Z U) U z E o :W m u� Z W I— UJ i L'i(D75; o6- (D z LLJ u) 5; Lu o f wN � q z5-ci�ptrU) LLI <C DJ =w r s ..; 1— J>ZCSLIJfnpry '7 aw v �< (nQ°"J Z (/) LIJ ¢ o w \ U C) 0- F rK Uz�Q� Q cam �\ �• aJ U)!Y (q� ®0 , w�0\\ Q WZ .� Q o F Z W LI of o® ¢o U) ti w lo o Or REVISIONS DRAVVN REV DATE COMMENT 3Y CHHECKEDECKEDBY LL- THIS DRAWING IS INTENDED FOR MUNICIPFl=AND/ORAGENCY REVIEW AND APPROVAL. ITISNOTINTCONSTRUCTION DOCUMENT UNLESS INDIC \ Know uulmus below, Call before J3 dlg, ALWAYS CALL 811 It's fast. It's free. It's the law. NOT APPROVED FOR CONSTRUCTION PROJECT No.: V172065 DRAWN BY: DSH CHECKED BY: JCW DATE: 8/2/19 CAD I. D.: LSP-0 PROJECT: INITIAL SITE I PLAN DOCUMENTS FOR PT I-1t0TEL, LLC PROPOSED IIE MPTON INN j 1628 STATE FARM BOULEVARD RIVANNA MAGISTERIAL DISTRICT j ALBEMARLE, VIRGINIA \ N 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540) 349-4500 Fax: (540) 349-0321 VA@BohierEng.com SHEET TITLE: SHEET NUMBER: C-701 VISION 0 - 8/2/19 H:\17\V172065\DRAWINGS\PLAN SETS\INITIAL SITE PLANW172065-LSP-O.DVVG PRINTED BY: CHEDGES 8.02.19 @ 7:37 AM LAST SAVED BY: CHEDGES LANDS CAPE SPECIFICATIONS 9. PLANTING 1. SCOPE OF WORK: CONTRACTOR SHALL BE REQUIRED TO PERFORM ALL CLEARING, FINISHED GRADING, SOIL A. INSOFAR THAT IT IS FEASIBLE, PLANT MATERIAL SHALL BE PLANTED ON THE DAY OF DELIVERY. IN THE EVENT THE LANDSCAPE SEEDING OR SODDING, PLANTING AND MULCHING INCLUDING ALL LABOR, MATERIALS, THAT THIS IS NOT POSSIBLE, LANDSCAPE CONTRACTOR SHALL PROTECT UNINSTALLED PLANT MATERIAL. PREPARATION, PERMANENT NECESSARY FOR THE COMPLETION OF THIS PROJECT, UNLESS OTHERWISE CONTRACTED BY PLANTS SHALL NOT REMAIN UNPLANTED FOR LONGER THAN A THREE DAY PERIOD AFTER DELIVERY. PLANTS TOOLS AND EQUIPMENT THAT WILL NOT BE PLANTED FOR A PERIOD OF TIME GREATER THAN THREE DAYS SHALL BE HEALED IN WITH THE GENERAL CONTRACTOR. TOPSOIL OR MULCH TO HELP PRESERVE ROOT MOISTURE. 2. MATERIALS A. GENERAL -ALL HARDSCAPE MATERIALS SHALL MEET OR EXCEED SPECIFICATIONS AS OUTLINED IN THE STATE 8. PLANTING OPERATIONS SHALL BE PERFORMED DURING PERIODS WITHIN THE PLANTING SEASON WHEN DEPARTMENT OF TRANSPORTATION'S SPECIFICATIONS. WEATHER AND SOIL CONDITIONS ARE SUITABLE AND IN ACCORDANCE WITH ACCEPTED LOCAL PRACTICE. PLANTS SHALL NOT BE INSTALLED IN TOPSOIL THAT IS IN A MUDDY OR FROZEN CONDITION. B. TOPSOIL - NATURAL, FRIABLE, LOAMY SILT SOIL HAVING AN ORGANIC CONTENT NOT LESS THAN 5%, A PH RANGE OF DEBRIS, ROCKS LARGER THAN ONE INCH (1"), WOOD, ROOTS, VEGETABLE C. ANY INJURED ROOTS OR BRANCHES SHALL BE PRUNED TO MAKE CLEAN-CUT ENDS PRIOR TO PLANTING BETWEEN 4.5-7.0. IT SHALL BE FREE MATTER AND CLAY CLODS. UTILIZING CLEAN, SHARP TOOLS, ONLY INJURED OR DISEASED BRANCHING SHALL BE REMOVED. C. LAWN - ALL DISTURBED AREAS ARE TO BE TREATED WITH A MINIMUM SIX INCH (6") THICK LAYER OF TOPSOIL, OR D. ALL PLANTING CONTAINERS AND NON -BIODEGRADABLE MATERIALS SHALL BE REMOVED FROM ROOT BALLS AS DIRECTED BY THE LOCAL ORDINANCE OR CLIENT, AND SEEDED OR SODDED IN ACCORDANCE WITH THE DURING PLANTING. NATURAL FIBER BURLAP MUST BE CUT FROM AROUND THE TRUNK OF THE TREE AND FOLDED PERMANENT STABILIZATION METHODS INDICATED WITHIN THE SOIL EROSION AND SEDIMENT CONTROL NOTES. DOWN AGAINST THE ROOT BALL PRIOR TO BACKFILLING. 1.1. LAWN SEED MIXTURE SHALL BE FRESH, CLEAN NEW CROP SEED. SOD SHALL BE STRONGLY ROOTED, WEED AND DISEASE/PEST FREE WITH A UNIFORM THICKNESS. E. POSITION TREES AND SHRUBS AT THEIR INTENDED LOCATIONS AS PER THE PLANS AND SECURE THE APPROVAL 1.2. 1.3. SOD INSTALLED ON SLOPES GREATER THAN 4:1 SHALL BE PEGGED TO HOLD SOD IN PLACE. OF THE LANDSCAPE ARCHITECT PRIOR TO EXCAVATING PITS, MAKING NECESSARY ADJUSTMENTS AS DIRECTED. D. MULCH - THE MULCH AROUND THE PERIMETER OF THE BUILDING SHALL BE A 3" LAYER OF DOUBLE SHREDDED F. PRIOR TO THE ISSUANCE OF ANY CERTIFICATE OF OCCUPANCY, THE PROPOSED LANDSCAPE, AS SHOWN ON THE BLACK CEDAR MULCH ONLY. ALL OTHER AREAS SHALL BE MULCHED WITH A 3" LAYER OF DOUBLE SHREDDED APPROVED LANDSCAPE PLAN, MUST BE INSTALLED, INSPECTED AND APPROVED BY THE APPROVING AGENCY. DARK BROWN HARDWOOD BARK MULCH, UNLESS OTHERWISE STATED ON THE LANDSCAPE PLAN. THE APPROVING AGENCY SHALL TAKE INTO ACCOUNT SEASONAL CONSIDERATIONS IN THIS REGARD AS FOLLOWS, THE PLANTING OF TREES, SHRUBS, VINES OR GROUND COVER SHALL OCCUR ONLY DURING THE E. FERTILIZER FOLLOWING PLANTING SEASONS: 1.1. FERTILIZER SHALL BE DELIVERED TO THE SITE MIXED AS SPECIFIED IN THE ORIGINAL UNOPENED STANDARD 1.1. PLANTS: MARCH 15 TO DECEMBER 15 BAGS SHOWING WEIGHT, ANALYSIS AND NAME OF MANUFACTURER. FERTILIZER SHALL BE STORED IN A 1.2. LAWN: MARCH 15 TO JUNE 15 OR SEPT. 1 TO DECEMBER 1 WEATHERPROOF PLACE SO THAT IT CAN BE KEPT DRY PRIOR TO USE. 1.2. FOR THE PURPOSE OF BIDDING, ASSUME THAT FERTILIZER SHALL BE 10% NITROGEN, 6% PHOSPHORUS AND G. PLANTINGS REQUIRED FOR A CERTIFICATE OF OCCUPANCY SHALL BE PROVIDED DURING THE NEXT 4% POTASSIUM BY WEIGHT. A FERTILIZER SHOULD NOT BE SELECTED WITHOUT A SOIL TEST PERFORMED BY APPROPRIATE SEASON AT THE MUNICIPALITY'S DISCRETION. CONTRACTOR SHOULD CONTACT APPROVING A CERTIFIED SOIL LABORATORY. AGENCY FOR POTENTIAL SUBSTITUTIONS. F. PLANT MATERIAL H. FURTHERMORE, THE FOLLOWING TREE VARIETIES ARE UNUSUALLY SUSCEPTIBLE TO WINTER DAMAGE. WITH 1.1. ALL PLANTS SHALL IN ALL CASES CONFORM TO THE REQUIREMENTS OF THE "AMERICAN STANDARD FOR TRANSPLANT SHOCK AND THE SEASONAL LACK OF NITROGEN AVAILABILITY, THE RISK OF PLANT DEATH IS NURSERY STOCK" (ANSI Z60.1), LATEST EDITION, AS PUBLISHED BY THE AMERICAN NURSERY & LANDSCAPE GREATLY INCREASED. IT IS NOT RECOMMENDED THAT THESE SPECIES BE PLANTED DURING THE FALL PLANTING ASSOCIATION. SEASON: 1.2. IN ALL CASES, BOTANICAL NAMES SHALL TAKE PRECEDENCE OVER COMMON NAMES FOR ANY AND ALL ACER RUBRUM PLATANUS X ACERIFOLIA PLANT MATERIAL. BETULA VARIETIES POPULOUS VARIETIES 1.3. PLANTS SHALL BE LEGIBLY TAGGED WITH THE PROPER NAME AND SIZE. TAGS ARE TO REMAIN ON AT LEAST CARPINUS VARIETIES PRUNUS VARIETIES ONE PLANT OF EACH SPECIES FOR VERIFICATION PURPOSES DURING THE FINAL INSPECTION. CRATAEGUS VARIETIES PYRUS VARIETIES 1.4. TREES WITH ABRASION OF THE BARK, SUN SCALDS, DISFIGURATION OR FRESH CUTS OF LIMBS OVER 1'W., KOELREUTERIA QUERCUS VARIETIES WHICH HAVE NOT BEEN COMPLETELY CALLUSED, SHALL BE REJECTED.PLANTS SHALL NOT BE BOUND WITH LIQU]DAMBER STYRACIFLUA TILIA TOMENTOSA WIRE OR ROPE AT ANY TIME SO AS TO DAMAGE THE BARK OR BREAK BRANCHES. LIRIODENDRON TULIPIFERA ZELKOVA VARIETIES 1.5. ALL PLANTS SHALL BE TYPICAL OF THEIR SPECIES OR VARIETY AND SHALL HAVE A NORMAL HABIT OF GROWTH: WELL DEVELOPED BRANCHES, DENSELY FOLIATED, VIGOROUS ROOT SYSTEMS AND BE FREE OF I. PLANTING PITS SHALL BE DUG WITH LEVEL BOTTOMS, WITH THE WIDTH TWICE THE DIAMETER OF ROOT BALL. DISEASE, INSECTS, PESTS, EGGS OR LARVAE. THE ROOT BALL SHALL REST ON UNDISTURBED GRADE. EACH PLANT PIT SHALL BE BACKFILLED IN LAYERS WITH 1.6. CALIPER MEASUREMENTS OF NURSERY GROWN TREES SHALL BE TAKEN AT A POINT ON THE TRUNK SIX THE FOLLOWING PREPARED SOIL MIXED THOROUGHLY: INCHES (6") ABOVE THE NATURAL GRADE FOR TREES UP TO AND INCLUDING A FOUR INCH (4") CALIPER SIZE. • 1 PART PEAT MOSS IF THE CALIPER AT SIX INCHES (6") ABOVE THE GROUND EXCEEDS FOUR INCHES (4") IN CALIPER, THE • 1 PART COMPOSTED COW MANURE BY VOLUME CALIPER SHOULD BE MEASURED AT A POINT 12" ABOVE THE NATURAL GRADE. • 3 PARTS TOPSOIL BY VOLUME 1.7. SHRUBS SHALL BE MEASURED TO THE AVERAGE HEIGHT OR SPREAD OF THE SHRUB, AND NOT TO THE • 21 GRAMS 'AGRIFORM' PLANTING TABLETS (OR APPROVED EQUAL) AS FOLLOWS: LONGEST BRANCH. A) 2 TABLETS PER 1 GALLON PLANT 1.8. TREES AND SHRUBS SHALL BE HANDLED WITH CARE BY THE ROOT BALL. B) 3 TABLETS PER 5 GALLON PLANT C) 4 TABLETS PER 15 GALLON PLANT 3. GENERAL WORK PROCEDURES D) LARGER PLANTS: 2 TABLETS PER!/2" CALIPER OF TRUNK A. CONTRACTOR TO UTILIZE WORKMANLIKE INDUSTRY STANDARDS IN PERFORMING ALL LANDSCAPE CONSTRUCTION. THE SITE IS TO BE LEFT IN A CLEAN STATE AT THE END OF EACH WORKDAY. ALL DEBRIS, J. FILL PREPARED SOIL AROUND BALL OF PLANT HALF -WAY AND INSERT PLANT TABLETS. COMPLETE BACKFILL AND MATERIALS AND TOOLS SHALL BE PROPERLY STORED, STOCKPILED OR DISPOSED OF. WATER THOROUGHLY. B. WASTE MATERIALS AND DEBRIS SHALL BE COMPLETELY DISPOSED OF AT THE CONTRACTOR'S EXPENSE. DEBRIS K. ALL PLANTS SHALL BE PLANTED SO THAT THE TOP OF THE ROOT BALL, THE POINT AT WHICH THE ROOT FLARE SHALL NOT BE BURIED, INCLUDING ORGANIC MATERIALS, BUT SHALL BE REMOVED COMPLETELY FROM THE SITE. BEGINS, IS SET AT GROUND LEVEL AND IN THE CENTER OF THE PIT. NO SOIL IS TO BE PLACED DIRECTLY ON TOP OF THE ROOT BALL. 4. SITE PREPARATIONS A. BEFORE AND DURING PRELIMINARY GRADING AND FINISHED GRADING, ALL WEEDS AND GRASSES SHALL BE DUG L. ALL PROPOSED TREES DIRECTLY ADJACENT TO WALKWAYS OR DRIVEWAYS SHALL BE PRUNED AND MAINTAINED OUT BY THE ROOTS AND DISPOSED OF IN ACCORDANCE WITH GENERAL WORK PROCEDURES OUTLINED HEREIN. TO A MINIMUM BRANCHING HEIGHT OF 7' FROM GRADE. B. ALL EXISTING TREES TO REMAIN SHALL BE PRUNED TO REMOVE ANY DAMAGED BRANCHES. THE ENTIRE LIMB OF M. GROUND COVER AREAS SHALL RECEIVE A %" LAYER OF HUMUS RAKED INTO THE TOP 1" OF PREPARED SOIL ANY DAMAGED BRANCH SHALL BE CUT OFF AT THE TRUNK. CONTRACTOR SHALL ENSURE THAT CUTS ARE PRIOR TO PLANTING, ALL GROUND COVER AREAS SHALL BE WEEDED AND TREATED WITH A PRE -EMERGENT SMOOTH AND STRAIGHT, ANY EXPOSED ROOTS SHALL BE CUT BACK WITH CLEAN, SHARP TOOLS AND TOPSOIL CHEMICAL AS PER MANUFACTURER'S RECOMMENDATION. SHALL BE PLACED AROUND THE REMAINDER OF THE ROOTS. EXISTING TREES SHALL BE MONITORED ON A REGULAR BASIS FOR ADDITIONAL ROOT OR BRANCH DAMAGE AS A RESULT OF CONSTRUCTION. ROOTS SHALL N. NO PLANT, EXCEPT GROUND COVERS, GRASSES OR VINES, SHALL BE PLANTED LESS THAN TWO FEET (2') FROM NOT BE LEFT EXPOSED FOR MORE THAN ONE (1) DAY. CONTRACTOR SHALL WATER EXISTING TREES AS NEEDED EXISTING STRUCTURES AND SIDEWALKS. TO PREVENT SHOCK OR DECLINE. O. ALL PLANTING AREAS AND PLANTING PITS SHALL BE MULCHED AS SPECIFIED HEREIN TO FILL THE ENTIRE BED C. CONTRACTOR SHALL ARRANGE TO HAVE A UTILITY STAKE -OUT TO LOCATE ALL UNDERGROUND UTILITIES PRIOR AREA OR SAUCER. NO MULCH IS TO TOUCH THE TRUNK OF THE TREE OR SHRUB, TO INSTALLATION OF ANY LANDSCAPE MATERIAL. UTILITY COMPANIES SHALL BE CONTACTED THREE (3) DAYS PRIOR TO THE BEGINNING OF WORK. P. ALL PLANTING AREAS SHALL BE WATERED IMMEDIATELY UPON INSTALLATION IN ACCORDANCE WITH THE WATERING SPECIFICATIONS AS LISTED HEREIN. 5. TREE PROTECTION A. CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL EXISTING -TREES TO REMAIN. A TREE 10. TRANSPLANTING (WHEN REQUIRED} PROTECTION ZONE SHALL BE ESTABLISHED AT THE DRIP LINE OR 15 FEET FROM THE TRUNK OR AT THE LIMIT OF A. ALL TRANSPLANTS SHALL BE DUG WITH INTACT ROOT BALLS CAPABLE OF SUSTAINING THE PLANT. CONSTRUCTION DISTURBANCE, WHICHEVER IS GREATER. LOCAL STANDARDS THAT MAY REQUIRE A MORE STRICT TREE PROTECTION ZONE SHALL BE HONORED. B. IF PLANTS ARE TO BE STOCKPILED BEFORE REPLANTING, THEY SHALL BE HEALED IN WITH MULCH OR SOIL, ADEQUATELY WATERED AND PROTECTED FROM EXTREME HEAT, SUN AND WIND. B. A FORTY-EIGHT INCH (48") HIGH WOODEN SNOW FENCE OR ORANGE COLORED HIGH-DENSITY'VISI-FENCE', OR APPROVED EQUAL, MOUNTED ON STEEL POSTS SHALL BE PLACED ALONG THE BOUNDARY OF THE TREE C. PLANTS SHALL NOT BE DUG FOR TRANSPLANTING BETWEEN APRIL 10 AND JUNE 30. PROTECTION ZONE. POSTS SHALL BE LOCATED AT A MAXIMUM OF EIGHT FEET (8') ON CENTER OR AS INDICATED WITHIN THE TREE PROTECTION DETAIL. D. UPON REPLANTING, BACKFILL SOIL SHALL BE AMENDED WITH FERTILIZER AND ROOT GROWTH HORMONE. C. WHEN THE TREE PROTECTION FENCING HAS BEEN INSTALLED, IT SHALL BE INSPECTED BY THE APPROVING E. TRANSPLANTS SHALL BE GUARANTEED FOR THE LENGTH OF THE GUARANTEE PERIOD SPECIFIED HEREIN. AGENCY PRIOR TO DEMOLITION, GRADING, TREE CLEARING OR ANY OTHER CONSTRUCTION. THE FENCING ALONG THE TREE PROTECTION ZONE SHALL BE REGULARLY INSPECTED BY THE LANDSCAPE CONTRACTOR AND F. IF TRANSPLANTS DIE, SHRUBS AND TREES LESS THAN SIX INCHES (6") DBH SHALL BE REPLACED IN KIND. TREES MAINTAINED UNTIL ALL CONSTRUCTION ACTIVITY HAS BEEN COMPLETED, GREATER THAN SIX INCHES (6") DBH MAY BE REQUIRED TO BE REPLACED IN ACCORDANCE WITH THE MUNICIPALITY'S TREE REPLACEMENT GUIDELINES. D. AT NO TIME SHALL MACHINERY, DEBRIS, FALLEN TREES OR OTHER MATERIALS BE PLACED, STOCKPILED OR LEFT STANDING IN THE TREE PROTECTION ZONE. 11. WATERING A. NEW PLANTINGS OR LAWN AREAS SHALL BE ADEQUATELY IRRIGATED BEGINNING IMMEDIATELY AFTER PLANTING. 6. SOIL MODIFICATIONS WATER SHALL BE APPLIED TO EACH TREE AND SHRUB IN SUCH MANNER AS NOT TO DISTURB BACKFILL AND TO A. CONTRACTOR SHALL ATTAIN A SOIL TEST FOR ALL AREAS OF THE SITE PRIOR TO CONDUCTING ANY PLANTING. THE EXTENT THAT ALL MATERIALS IN THE PLANTING HOLE ARE THOROUGHLY SATURATED. WATERING SHALL SOIL TESTS SHALL BE PERFORMED BY A CERTIFIED SOIL LABORATORY, CONTINUE AT LEAST UNTIL PLANTS ARE ESTABLISHED. B. LANDSCAPE CONTRACTOR SHALL REPORT ANY SOIL OR DRAINAGE CONDITIONS CONSIDERED DETRIMENTAL TO B. SITE OWNER SHALL PROVIDE WATER IF AVAILABLE ON SITE AT TIME OF PLANTING. IF WATER IS NOT AVAILABLE THE GROWTH OF PLANT MATERIAL. SOIL MODIFICATIONS, AS SPECIFIED HEREIN, MAY NEED TO BE CONDUCTED ON SITE, CONTRACTOR SHALL SUPPLY ALL NECESSARY WATER. THE USE OF WATERING BAGS IS RECOMMENDED BY THE LANDSCAPE CONTRACTOR DEPENDING ON SITE CONDITIONS. FOR ALL NEWLY PLANTED TREES. C. THE FOLLOWING AMENDMENTS AND QUANTITIES ARE APPROXIMATE AND ARE FOR BIDDING PURPOSES ONLY. C. IF AN IRRIGATION SYSTEM HAS BEEN INSTALLED ON THE SITE, IT SHALL BE USED TO WATER PROPOSED PLANT COMPOSITION OF AMENDMENTS SHOULD BE REVISED DEPENDING ON THE OUTCOME OF A TOPSOIL ANALYSIS MATERIAL, BUT ANY FAILURE OF THE SYSTEM DOES NOT ELIMINATE THE CONTRACTOR'S RESPONSIBILITY OF PERFORMED BY A CERTIFIED SOIL LABORATORY. MAINTAINING THE DESIRED MOISTURE LEVEL FOR VIGOROUS, HEALTHY GROWTH, 1A. TO INCREASE A SANDY SOIUS ABILITY TO RETAIN WATER AND NUTRIENTS, THOROUGHLY TILL ORGANIC MATTER INTO THE TOP 6-12". USE COMPOSTED BARK, COMPOSTED LEAF MULCH OR PEAT MOSS. ALL 12. GUARANTEE PRODUCTS SHOULD BE COMPOSTED TO A DARK COLOR AND BE FREE OF PIECES WITH IDENTIFIABLE LEAF A. THE LANDSCAPE CONTRACTOR SHALL GUARANTEE ALL PLANTS FOR A PERIOD OF ONE (1) YEAR FROM APPROVAL OR WOOD STRUCTURE. AVOID MATERIAL WITH A PH HIGHER THAN 7.5. OF LANDSCAPE INSTALLATION BY THE APPROVING AGENCY. CONTRACTOR SHALL SUPPLY THE OWNER WITH A 1.2. TO INCREASE DRAINAGE, MODIFY HEAVY CLAY OR SILT (MORE THAN 40% CLAY OR SILT) BY ADDING MAINTENANCE BOND FOR TEN PERCENT (10%) OF THE VALUE OF THE LANDSCAPE INSTALLATION WHICH WILL BE COMPOSTED PINE BARK (UP TO 30% BY VOLUME) AND/OR AGRICULTURAL GYPSUM. COARSE SAND MAY BE RELEASED AT THE CONCLUSION OF THE GUARANTEE PERIOD AND WHEN A FINAL INSPECTION HAS BEEN USED IF ENOUGH IS ADDED TO BRING THE SAND CONTENT TO MORE THAN 60% OF THE TOTAL MIX. COMPLETED AND APPROVED BY THE OWNER OR AUTHORIZED REPRESENTATIVE. SUBSURFACE DRAINAGE LINES MAY NEED TO BE ADDED TO INCREASE DRAINAGE. 1.3. MODIFY EXTREMELY SANDY SOILS (MORE THAN 85%) BY ADDING ORGANIC MATTER AND/OR DRY, SHREDDED B. ANY DEAD OR DYING PLANT MATERIAL SHALL BE REPLACED FOR THE LENGTH OF THE GUARANTEE PERIOD. CLAY LOAM UP TO 30% OF THE TOTAL MIX, REPLACEMENT OF PLANT MATERIAL SHALL BE CONDUCTED AT THE FIRST SUCCEEDING PLANTING SEASON. ANY DEBRIS SHALL BE DISPOSED OF OFF -SITE, WITHOUT EXCEPTION, 7, FINISHED GRADING A. UNLESS OTHERWISE CONTRACTED, THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR THE C. TREES AND SHRUBS SHALL BE MAINTAINED BY THE CONTRACTOR DURING CONSTRUCTION AND THROUGHOUT INSTALLATION OF TOPSOIL AND THE ESTABLISHMENT OF FINE -GRADING WITHIN THE DISTURBANCE AREA OF THE THE 90 DAY MAINTENANCE PERIOD AS SPECIFIED HEREIN. CULTIVATION, WEEDING, WATERING AND THE SITE. PREVENTATIVE TREATMENTS SHALL BE PERFORMED AS NECESSARY TO KEEP PLANT MATERIAL IN GOOD CONDITION AND FREE OF INSECTS AND DISEASE. B. LANDSCAPE CONTRACTOR SHALL VERIFY THAT SUBGRADE FOR INSTALLATION OF TOPSOIL HAS BEEN ESTABLISHED, THE SUBGRADE OF THE SITE MUST MEET THE FINISHED GRADE LESS THE REQUIRED TOPSOIL D. LAWNS SHALL BE MAINTAINED THROUGH WATERING, FERTILIZING, WEEDING, MOWING, TRIMMING AND OTHER THICKNESS (1"±). OPERATIONS SUCH AS ROLLING, REGARDING AND REPLANTING AS REQUIRED TO ESTABLISH A SMOOTH, ACCEPTABLE LAWN, FREE OF ERODED OR BARE AREAS. C. ALL LAWN AND PLANTING AREAS SHALL BE GRADED TO A SMOOTH, EVEN AND UNIFORM PLANE WITH NO ABRUPT CHANGE OF SURFACE AS DEPICTED WITHIN THIS SET OF CONSTRUCTION PLANS, UNLESS OTHERWISE DIRECTED 13. CLEANUP BY THE PROJECT ENGINEER OR LANDSCAPE ARCHITECT. A. UPON THE COMPLETION OF ALL LANDSCAPE INSTALLATION AND BEFORE THE FINAL ACCEPTANCE, THE CONTRACTOR SHALL REMOVE ALL UNUSED MATERIALS, EQUIPMENT AND DEBRIS FROM THE SITE. ALL PAVED D. ALL PLANTING AREAS SHALL BE GRADED AND MAINTAINED TO ALLOW FREE FLOW OF SURFACE WATER IN AND AREAS ARE TO BE CLEANED. AROUND THE PLANTING BEDS, STANDING WATER SHALL NOT BE PERMITTED IN PLANTING BEDS. B. THE SITE SHALL BE CLEANED AND LEFT IN A NEAT AND ACCEPTABLE CONDITION AS APPROVED BY THE OWNER 8. TOPSOILING OR AUTHORIZED REPRESENTATIVE. A. CONTRACTOR SHALL PROVIDE A SIX INCH (6") THICK MINIMUM LAYER OF TOPSOIL, OR AS DIRECTED BY THE LOCAL ORDINANCE OR CLIENT, IN ALL PLANTING AREAS. TOPSOIL SHOULD BE SPREAD OVER A PREPARED SURFACE IN A UNIFORM LAYER TO ACHIEVE THE DESIRED COMPACTED THICKNESS. B. ON -SITE TOPSOIL MAY BE USED TO SUPPLEMENT THE TOTAL AMOUNT REQUIRED. TOPSOIL FROM THE SITE MAY BE REJECTED IF IT HAS NOT BEEN PROPERLY REMOVED, STORED AND PROTECTED PRIOR TO CONSTRUCTION. C. CONTRACTOR SHALL FURNISH TO THE APPROVING AGENCY AN ANALYSIS OF BOTH IMPORTED AND ON -SITE TOPSOIL TO BE UTILIZED IN ALL PLANTING AREAS. THE PH AND NUTRIENT LEVELS MAY NEED TO BE ADJUSTED THROUGH SOIL MODIFICATIONS AS NEEDED TO ACHIEVE THE REQUIRED LEVELS AS SPECIFIED IN THE MATERIALS SECTION ABOVE. D. ALL PLANTING AND LAWN AREAS ARE TO BE CULTIVATED TO A DEPTH OF SIX INCHES (6"). ALL DEBRIS EXPOSED FROM EXCAVATION AND CULTIVATION SHALL BE DISPOSED OF IN ACCORDANCE WITH GENERAL WORK PROCEDURES SECTION ABOVE. THE FOLLOWING SHALL BE TILLED INTO THE TOP FOUR INCHES (4") IN TWO DIRECTIONS (QUANTITIES BASED ON A 1,000 SQUARE FOOT AREA): 1.1. 20 POUNDS 'GROW POWER' OR APPROVED EQUAL 1.2. 20 POUNDS NITRO -FORM (COURSE) 38-0-0 BLUE CHIP E. THE SPREADING OF TOPSOIL SHALL NOT BE CONDUCTED UNDER MUDDY OR FROZEN CONDITIONS. DO NOT STAKE OR WRAF TRUNK ONLY TREES WITH ONE MAIN LEADER SHALL BE PURCHASED. DO NOT PRUNE TREE AT PLANTING UNLESS DIRECTED TO BY PROJECT LANDSCAPE ARCHITECT FOLD BURLAP AWAY FROM TOP OF ROOT BALL PREPARE WIDTH OF SET ROOT BALL FLUSH TO GRADE OR PLANTING HOLE 6 FT SEVERAL INCHES HIGHER IN OR TWICE THE WIDTH POORLY DRAINING SOILS. OF THE ROOT BALL; WHICHEVER IS 4" BUILT-UP EARTH SAUCER GREATER r --- 3" THICK LAYER OF DARK BROWN DOUBLE SHREDDED PREPARED SOIL FOR HARDWOOD MULCH TREES 1 PART PEAT MOSS 1 BEFORE PLANTING ADD 3 TO 4" PART COW MANURE 3 OF WELL -COMPOSTED LEAVES PARTS TOPSOIL OR RECYCLED YARD WASTE TO - _ — — tiBED AND TILL INTO TOP 6" OF —1 —Ili_;,:.:;:<���;::., — _ I- = PREPARED SOIL. �I i UNDISTURB E I I j I I I I —I —III—I I 4-6" DEEPER THAN ROOT BALL SUBGRADE _I -III—I f I —I I—� i —III—III=) 1- ��-� REMOVE THE TOP 113 OF THE WIRE BASKET IF PRESENT. ANY AND ALL TWINE SHALL BE DIG WIDE, SHALLOW HOLE REMOVED FROM THE TREE BEFORE WITH TAMPED SIDES BACKFILLING. BURLAP SHALL BE FOLDED TAMP SOIL SOLIDLY AROUND BACK INTO PLANTING HOLE BASE OF ROOT BALL SET ROOT BALL ON FIRM PAD IN BOTTOM OF HOLE REFERENCE: ARCHITECTURAL GRAPHIC STANDARDS 1998 CUMULATIVE SUPPLEMENT. EVERGREEN TREE PLANTING DETAI1L., NOT TO SCALE a o ONLY TREES WITH ONE MAIN LEADER a o a SHALL BE PURCHASED. DO NOT PRUNE TREE AT PLANTING UNLESS DIRECTED oo° TO BY PROJECT LANDSCAPE ARCHITECT DO NOT STAKE ° OR WRAP TRUNK ° FOLD BURLAP AWAY FROM PREPARE WIDTH OF a oa TOP OF ROOT BALL PLANTING HOLE 6 FT OR TWICE THE WIDTH OF o 0o SET ROOT BALL FLUSH TO GRADE o THE ROOT BALL; o ° o ° OR SEVERAL INCHES HIGHER IN WHICHEVER IS GREATER o POORLY DRAINING SOILS. b 4" BUILT-UP EARTH SAUCER PREPARED SOIL FOR TREES 3" THICK LAYER OF DARK BROWN DOUBLE 1 PART PEAT MOSS SHREDDED HARDWOOD MULCH 1 PART COW MANURE 3 PARTS TOPSOIL ,—BEFORE PLANTING ADD 3 TO 4" OF WELL -COMPOSTED LEAVES OR UNDISTURBE RECYCLED YARD WASTE TO BED -- SUBGRADE - — — �" AND TILL INTO TOP 6" OF �— I I —III— I I=III=III- PREPARED SOIL. 4-6" DEEPER THAN ROOT BALL I __—_— DIG WIDE, SHALLOW HOLE -I -- — _ REMOVE THE TOP 1/3 OF THE WIRE BASKET IF WITH TAMPED SIDES III=I I PRESENT. ANY AND ALL TWINE SHALL BE REMOVED FROM THE TREE BEFORE TAMP SOIL SOLIDLY BACKFILLING. BURLAP SHALL BE FOLDED BACK AROUND BASE OF INTO PLANTING HOLE ROOT BALL --SET ROOT BALL ON FIRM PAD IN BOTTOM OF HOLE REFERENCE: ARCHITECTURAL GRAPHIC STANDARDS 1998 CUMULATIVE SUPPLEMENT. DECIDUOUS TIREE PLANTING DETAIL. NOT TO SCALE PLANT SHALL TRANSPLANTED AT THE S/ GRADE AS IT BORE IN NURSERY PLOT PRIOR BALLING AND BURLAPPI PLANTING MIX: 1 PART PEAT MOSS 1 PART COW MANURE 3 PARTS TOPSOIL PLANTING MIXTURE WILL CHANGE WITH SOIL CONDITIONS BEFORE PLANTING, ADD 3 TO OF WELL -COMPOSTED LEAVE AND RECYCLED YARD WASI TO BED AND TILL INTO TOP OF PREPARED SO REMOVE THE TOP 1/3 OF TI- WIRE BASKET IF PRESENT. AN AND ALL TWINE SHALL E REMOVED FROM THE SHRL BEFORE BACKFILLING. BURL/ SHALL BE FOLDED BACK INTO PLANTING HOLE REFERENCE: ARCHITECTURAL GRAPHIC STANDARDS 1998 CUMULATIVE SUPPLEMENT DECIDUOUS AND EVERWREEN NOT TO SCALE INCORPORATE 2" OF PEAT INTO 6" OF PLANTING MIXTURE, AS SPECIFIED 3" THICK LAYER OF DARK BROWN DOUBLE SHREDDED HARDWOOD MULCH FINISHED GRADE------ CONTAINER-GROWN JBS, USE FINGER OR -L HAND TOOLS TO PULL ROOTS OUT OF THE OUTER :R OF POTTING SOIL; THEN OR PULL APART ANY 1'S THAT CIRCLE THE METER OF THE CONTAINER IICK LAYER OF DARK NN DOUBLE EDDED HARDWOOD DH ���iCT:7:1�19 ;E SHRUB ON SOIL IN FOM OF HOLE. STURBED 3RADE SURFACE ROUGHENED TO BIND WITH NEW SOIL. PLANT MATERIAL SPACED AS SPECIFIED. SEE LANDSCAPE SCHEDULE FOR PROPOSED SPACING. MINIMUM 6" TOPSOIL EXISTING SUBSOIL TYPICAL PERENNIAL AND GROUND COVER PLANTING D= PROPOSED ON CENTER (O.C.) SPACING SEE LANDSCAPE SCHEDULE FOR FOR REQUIRED SPACING TYPICAL PERENNIAL AND GROUND COVER SPACING & LAYOUT PERENNIAL/GlIROUND COVER PLANTING DETAIL NOTE: TREE STAKING TO BE REMOVED AFTER 2 GROWING SEASONS DO NOT WRAP TRUNK REINFORCED RUBBER HOSE (1/2" DIA.) 12 GAUGE GALVANIZED WIRE GUYS TWISTED 2" DIA. HARDWOOD STAKES 213 TREE HT. 2 PER TREE EXISTING GRADE PREPARED SOIL FOR TREES 1 PART PEAT MOSS 1 PART COW MANURE 3 PARTS TOPSOIL UNDISTURBED SUBGRADE TAMP SOIL SOLIDLY AROUND BASE OF ROOT BALL G - ONLY TREES WITH ONE MAIN LEADER SHALL BE PURCHASED. DO NOT PRUNE TREE AT PLANTING UNLESS DIRECTED ao TO BY PROJECT LANDSCAPE ARCHITECT SET ROOT BALL FLUSH TO GRADE �OR SEVERAL INCHES HIGHER IN n POORLY DRAINING SOILS. 3" THICK LAYER OF DARK BROWN DOUBLE SHREDDED HARDWOOD MULCH 4" BUILT-UP EARTH SAUCER BEFORE PLANTING ADD 3 TO 4" OF WELL -COMPOSTED LEAVES OR RECYCLED YARD WASTE TO BED AND TILL INTO TOP 6" OF PREPARED SOIL. REMOVE THE TOP 1/3 OF THE WIRE BASKET IF PRESENT. ANY AND ALL TWINE SHALL BE REMOVED FROM THE TREE BEFORE BACKFILLING. BURLAP SHALL BE FOLDED BACK INTO PLANTING HOLE -SET ROOT BALL ON FIRM PAD IN BOTTOM OF HOLE TREE PLANTING ON SLOPE DETAIL NOT TO SCALE SEEDING SPECIFICATIONS 1. MATERIAL: 1.1. SEED MIXTURE MUST BE COMPRISED OF THE FOLLOWING VARIETIES AND AT THE SPECIFIED COMPOSITION: 1.1.1, 80% - TURF TYPE TALL FESCUE SEED 1.1.2. 10% - KENTUCKY BLUEGRASS SEED 1.1.3. 10% - ANNUAL RYE GRASS SEED 1.2. INSTALLATION RATES: 1.2.1. SEED: LAWN SEED SHOULD BE APPLIED AT A RATE OF 7 LBS/1,000 SF 1.2.2, LIME: AGRICULTURAL OR PELLETIZED LIME SHOULD BE APPLIED AT SPECIFIED RATE ACCORDING TO SOIL ANALYSIS OR 2,000 LBS PER ACRE (46 LBS/1,000 SF) IF NO SOIL ANALYSIS IS PERFORMED. 1.2.3, FERTILIZER: COMMERCIAL GRADE 12-20-12 SHOULD BE APPLIED AT A RATE OF 250 LBS PER PER ACRE (5.8 LBS/ 1,000 SF) 1.2.4, LIQUID OR DRY LIME: LIQUID LIME SHOULD BE APPLIED AT A RATE OF 2.5 GALLONS PER ACRE OR NEUTRA LIME DRY APPLIED AT A RATE OF 80LBS PER ACRE IN AREAS OF ACIDIC SOILS TO ASSURE GERMINATION AND INITIAL ESTABLISHMENT. 1.2.5. MULCH: WHEAT, OAT, OR BARLEY STRAW MULCH SHALL BE APPLIED AT A RATE OF 80 LBS PER 1,000 SF. DO NOT INSTALL MULCH SO THICK THAT IT COMPLETELY COVERS THE GROUND. TOPSOIL SHOULD BE VISIBLE THROUGH THE STRAW LAYER. 2. EXECUTION AND PREPARATION: 2.1, A SOIL ANALYSIS SHOULD BE PERFORMED TO ASSESS THE FERTILITY NEEDS AND PH OF THE SOIL. ALL INSTALLATION AREAS SHOULD BE PREPARED TO AGRICULTURAL STANDARD RECOMMENDED BY THE DEPARTMENT OF AGRICULTURE WITHIN THE STATE WHERE THE WORK IS BEING PERFORMED. AGRICULTURAL LIME OR PELLETIZED LIME SHOULD BE ADDED DURING THE GROUND PREPARATION STAGE AT THE RATE RECOMMENDED ACCORDING TO SOIL, ANALYSIS. 2.2. ALL WEEDS AND UNDESIRABLE PLANT: SHOULD BE REMOVED BEFORE PLANTING BY METHOD OF SPRAYING OR TILLAGE. A NON -SELECTIVE HERBICIDE CAN BE SPRAYED ONE MONTH PRIOR TO PLANTING TO KILL ALL WEEDS .AND UNDESIRABLE PLANTS THAT MAY COMPETE WITH THE NEW SEEDLINGS. TILLAGE CAN BE PERFORMED AT LEAST 4 WEEKS PRIOR TO PLANTING AND AGAIN 2 WEEKS AFTER THE INITIAL TILLAGE. THE TILLAGE PROCEDURE CAN BE ADVANTAGEOUS IF LARGE AMOUNTS OF ORGANIC DEBRIS ARE PRESENT ON THE INSTALLATION AREAS. 2.3. PRIOR TO SEEDING, AREA IS TO BE TOPSOILED, FINE GRADED, AND RAKED OF ALL DEBRIS LARGER THAN 2" DIAMETER. 2.4. AREAS TO BE PLANTED SHOULD BE ROLLED WITH A CULT] -PACKER, TURF ROLLER„ OR SIMILAR DEVICE TO FIRM THE SEEDBED. THIS PROCESS HELPS ACHIEVE THE DESIRED FIRMNESS, SOIL SHOULD BE FIRMED TO 85% OF COMPACTION. 3. INSTALLATION: 3.1. STRICTLY COMPLY WITH MANUFACTURER'S INSTALLATION INSTRUCTIONS AND RECOMMENDATIONS. 3.2. EQUIPMENT" USED TO SPREAD SEED SHOULD HAVE SUFFICIENT CAPACITY TO HOLD AND AGITATE SEED EVENLY IN A CYCLONE OR DROP PATTERN. HYDROSEEDING MAY ALSO BE PERFORMED WITH THE ENGINEER/ARCHITECT'S APPROVAL. 3.3. SEED MAY NEED TO BE APPLIED AT A HALF RATE IN ALTERNATING DIRECTIONS TO ENSURE AN EVEN COVERAGE OF SEED, 3A. LIQUID LIME OR NEUTRA LIME DRY SHOULD BE TOPICALLY APPLIED TO AREAS WITH ACIDIC SOILS TO ASSIST THE SEED GERMINATION AND VEGETATION GROWTH DURING THE FIRST 90 DAYS. LIQUID LIME SHOULD BE APPLIED AT A RATE OF 2.5 GALLONS PER ACRE OR NEUTRA LIME DRY AT A RATE OF 80LBS PER ACRE. 3.5. FERTILIZER SHOULD BE SPREAD EVENLY OVER THE SEEDED AREAS AT THE RECOMMENDED RATE DETERMINED BY THE INITIAL SOIL ANALYSIS. IF NO SOIL ANALYSIS IS AVAILABLE EVENLY APPLY 12-20-12 STARTER FERTILIZER AT A RATE OF 250LBS PER ACRE (5.8LBS/1000 SQUARE FEET). 3.6. A ROLLED EROSION CONTROL PRODUCT CAN BE APPLIED OVER THE TOP OF SEED IN STEEP SLOPE SITUATIONS TO HELP PREVENT SEED FROM WASHING AND REINFORCE VEGETATION THROUGH ESTABLISHMENT. (FOLLOW REC PRODUCT MANUFACTURER RECOMMENDATIONS.) 4. MAINTENANCE 4.1. FREQUENT LIGHT IRRIGATION WILL NEED TO BE APPLIED TO SEEDED AREAS IF NO NATURAL RAIN EVENTS HAVE OCCURRED WITHIN 2 WEEKS OF SEEDING. AFTER SEED GERMINATION HAS OCCURRED AND PLANTS ARE VISIBLE THE FREQUENCY OF IRRIGATION CAN BE CUT BACK WITH HEAVIER APPLICATION RATES. 4.2. REPAIR ALL SEED WASHINGS AND EROSION. OWNER MAINTENANCE RESPONSIBILITIES UPON OWNER'S (OR OWNER CONTRACTOR'S) COMPLETION OF LANDSCAPING WORK, THE OWNER IS FULLY RESPONSIBLE FOR ALL FUTURE MAINTENANCE, CARE, UPKEEP, WATERING, AND TRIMMING OF ALL INSTALLED VEGETATION, PLANTS, TREE, BUSHES, SHRUBS, GRASSES, GRASS, ORNAMENTAL PLANTS AND FLOWERS, FLOWERS, GROUND COVER, AND LANDSCAPING, INCLUDING ALL LANDSCAPE ISLANDS AND AREAS ADJACENT OR PART OF THE LANDSCAPED AREAS. THIS RESPONSIBILITY INCLUDES, BUT IS NOT LIMITED TO, THE FOLLOWING: • TREES ADJACENT TO WALKWAYS AND AREAS OF PEDESTRIAN TRAFFIC MUST BE MAINTAINED TO ASSURE THAT ANY BRANCHES MUST BE LIMBED UP TO A CLEARANCE HEIGHT OF 7 FT. (FROM ALL PEDESTRIAN SURFACES) OR PRUNED BACK TO AVOID ANY INTERFERENCE WITH THE TYPICAL PATH OF TRAVEL. • TREES WITHIN VEHICULAR SIGHT LINES, AS ILLUSTRATED ON THE LANDSCAPE PLAN, ARE TO BE TRIMMED TO A CLEARANCE HEIGHT OF 7 FT. (FROM ALL PAVED, TRAVELED SURFACES), OR AS OTHERWISE INDICATED ON THE PLANS. • VEGETATIVE GROUND COVER, SHRUBS AND ORNAMENTAL PLANTS AND GRASSES MUST BE TRIMMED SO THAT NO PORTION OF THE PLANT EXCEEDS 30 INCHES ABOVE GRADE (OF ALL PAVED, TRAVEL SURFACES) ALONG AND WITHIN THE SIGHT LINES OF PARKING LOTS AND INGRESS -EGRESS WAYS. • FALLEN PLANT FLOWERS, FRUIT, SEEDS AND DEBRIS DROPPINGS ARE TO BE REMOVED IMMEDIATELY FROM VEHICULAR AND PEDESTRIAN TRAFFIC AREAS TO PREVENT TRIPPING, SLIPPING OR ANY OTHER HAZARDS. THESE REQUIREMENTS DO NOT AFFECT THE PLANT LIFE GUARANTEES THE LANDSCAPE CONTRACTOR IS REQUIRED TO PROVIDE. 0 Z LL1 W W Z LIJ W 2 0900y o Z L y l L U U) 5 L L 1 �LLldz LllZ J> z 0 W W 0 Q_ d O- --I Z) 2 C Q Z �d ®Q(DUU) O U) 00 d ZU)�Z J d j fl- Q � U I11 cn REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE, NOT APPROVED FOR CONSTRUCTION 7777 PROJECT No.: V172065 DRAWN BY: DSH CHECKED BY: JCW DATE: 8/2/19 CAD I. D.: SPD-0 PROJECT: INITIAL SI A 'PLAN DOCUMENT FOR ?P°aT' HlC-)TEL, LLC PROPOSED IH_E MP'TON INN '1628 STATE FARM BOULEVARD RIVANNA MAGISTERIAL DISTRICT ALBEMARLE, VIRGINIA tAlk `. 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540) 349-4500 Fax: (540) 349-0321 VA@BohlerEng.C'om i JOHN 046960s+ • 812119 SHEET TITLE LANDSCAPE NOTES AND DETAILS SHEET NUMBER: C-702 H:\17\V172065\DRAWINGS\PLAN SETSUINITIAL SITE PLAN\V172065-SPD-0.DWG PRINTED BY: CHEDGES 8.02.19 @ 7:38 AM LAST SAVED BY: CHEDGES NOT TO SCALE REVISION 0 - 8/2/19 REVISIONS REV # DATE B b � 0 0r ' f 7 f ...: Yi GY f....`2.: x.. ......, .•,... "i::v^<^F: CA. .v.,-,. Y"'"ll r .......,", y ..------.... '........ "..X `A .... avwvv..v ...ay. .<} ".R -:.:-. .. 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S...A ? a:? ,, L1 , i.e ' C-:.�- gtw.w v........w..w..........., ........... �......... .. ......vww. ....... ........ ... f ' F1'-ll'LlM--iA6D ip Q w I— Lu rY U z U TRASH ENCLOSURE DETAIL A NOT TO SCALE CONCRETE FILL TO BE ROUNDED FOR PROPER RUN OFF 4" DIAMETER STEEL PIPE FILLED W/ CONCRETE PAINTED TRAFFIC YELLOW AND EMBEDDED IN CONCRETE BASE 3,000 P.S.I CONCRET ASPHALT OR CONCRETE AS DETERMINED BY TRAFFIC SURFACE TOP OF ASPHALT OR CONCRETE SLAB BOLLARD DETAIL NOT TO SCALE JJ JJJJJJJ JJJJJJJJJ JJJ_' JJJJ JJJ_ JJJJ JJJ JJJ JJJ_ JJJJ JJJ_ JJJJ JJJJJJJJ JJJJJJJ JJJJ 18" SQUARE CONCRETE ENCASEMENT (3000 P.S.I CONCRETE) TRAFFIC RATED CLEANOUT COVER 2" ASPHALT OR CONCRETE �"kv�:wxi � t 4" SEWER CLEANOUT CAP— ' SAND CUSHION 3000 P.S.I. CONCRETE 6 PVC ENCASEMENT PIPE fi 8 TRAFFIC RATED CLEANc, OUT DETAIL ?, T`r•;P A€ 1`)P�,10rl I NOT TO SC., 2016 ROAD & BRsDGE-STANDARDS, O N - M -- Al ;\ AeZ A E -- E i i # i K r A. Y z I � � ��ON A -A ¢,. 3 : STY F TYPE A T_ SECTION BRB Wry€ -I I UI• i ER STRIP F NOTES: .,.F�..Sii,,,kT .OF Ji. , H�S l N k t F, 4,1",l -tW,tn f w {.i31 £ �' t;Ct,,, xr .t.c. OFe-r `:. � ,,�. AJ�1P,9?, 3.i Va: RAMIF t.-.iQTH a F..::.s .>R tJ..:'r 17.L k LiP l's. A .S 1 Td: I t t* i 5,f ,� x Al D F LJ :I cx' H d . R . AREA'� C 0ikd ELK C?SSWK, TYPICAL rt AC v9 NT .AL 'TYPICAL PI,ACEMENT' AT INTER `CTION CRJ'JSSWALK s AT INTERSECTION TIOI I WITHIN CROSSWALK DIAGONAL. PLACEMENT DIAGONAL PLACE ME 1 WITHIN CROSSWALK (�VITH'BUFFER STRIP) WITH BUFFER STRIP F SP—EaMATION \v0DT J2EF'EJd€r+c; CG-12 DETECTABLE WARNING" - SURFACE TYPE A (PERPENDICI)I-AR) APPLICATION Or VAAN :N -G IT)'16 ROAD & BRIDGE STANDARDS m _ # 1 fz FJ R \ L .....M.... t 8 qel i AL '.. TIC ?, F A WzC . E t `Y C NE AE_ NOTES 1S _. t 1. E —?�—" BE PD L Y. r_ i 1 a "..... k ti ,N Z, e r,z;,< r• N'J = S V, 1Y i, 11, f r.l e t r#Eray \ R1 wl c , s..,, L{5 :.7 THE -..., EE N i tiSl '•.z a . -c�+ !.,.�L.f.,_ ,3r ;:�.45,s \t:= r.. .k _d._�aLNY .K, _ A PLAN VIEW F.NTRANC.E.. NOTES `t tiQr S I .,F , .,k ja dl C 3,. zsCN � 5Nr1 E t t "4t Js 3, ys O,LAVg F =fit 5G 1' 'i�'4 13i lti .N �h.H F k. v.l (i: L L or P I'I SAL }. tE 1 �( F }i 3,:it i _ yt! t ,. ":l 1 P t, i4 _ . .mcq-. I ----at __ , 3 3 3 s.o "... ,-,_.. _ .. ..._ .................. �_.".., ._._. .......__.,,...... ;�? �. 7. T{.l..:.\., x'..,.h. .: .. .: ax,\ 'F .`"'_-'-'w� - ... G T+;w k F LLE AND F, %i F T E t"R ,\ # .,, #d it4N L.. I .ilTit ll +�'r fl i i erJ „I1t.tac?t.4Z TRAICE INTERSECTION NOTES TT €• �.. s F : LI1 0_3,NRQIJ L r r PJCr E I a{ F S\ E A`HTi TI{.. F t C tih ta" tit C I dON A- A t o �u �.�e. __ 1Nt ' dF F,F illFlcll�zo ALLOWAtYLE ENTRANCE CRAOE- CI` MNGrS DE LE t SEC It€N i„ J L N r V i.TAEiL is TO STPE T sJe N METHOD OF TREATMENT (CO NECTEON ;=OIL STREET INTERSECTIONS AND COMMEROIAJ, ENTRANCE) 2016 ROAD & BRiDQE STANDARDS 12" SHED GRADE REFLECTIVE ALUMINUM LEGEND AND BORDER - GREEN RESERVED WHITE SYMBOL ON BLUE BACKGROUND PARKING BACKGROUND - WHITE TYPICAL AT ALL ADA SPACES VAN ACCESSIBLE z OU) 2E Cl O w O0 CO O� a O W ti O J THIS SIGN TYPICAL AT ALL "VAN ACCESSIBLE" PARKING SPACES PENALTY SIGN WITH WORDING AS REQUIRED BY STATE OR LOCAL LAW GALVANIZED "U" CHANNEL POST 4" DIA. SCH. 40 GALVANIZED STEEL PIPE BOLLARD PAINTED OSHA YELLOW FILLED WITH CONCRETE TRUNCATED' 1:12 SLOI DOME PATTERN T'y'OTE— 1. ADA ACCESSIBLE RAMP CONSTRUCTION SHALL CONFORM TO CURRENT ADAACCESSIBLE GUIDELINES. ADA ACCESSIBLE RAMP DETAIL NOT TO SCALE NCRETE PAVEMENT SECTION TACK COAT (APPLIED AT A RATE OF 0.2 GALLONS/S.Y.) PAVEMENT SURFACE (SEE PAVEMENT DETAIL) \ `77777 `a `\.J \�. \. CONCRETE -TO-ASPHALT > ETA'�I�L, NOT TO SCALE 2' MIN. CLEAR ZONE (TYP., LT. & RT.) VARIES 2% MAX. CROSS SLOPE COMPACTED SUBGRADE (PER GEOTECHNICAL REPORT) I-4" CLASS A CONCRETE (3000 P.S.I. @ 28 DAYS) 4" THICK, COMPACTED STONE BASE (TYPE 2a) NOTE: TE: 1. EXPANSION JOINTS 1/2" WIDE PREMOLDED BIT. MATERIAL SHALL BE INSTALLED AT 30' INTERVALS, CRACK CONTROL JOINTS TO BE SPACED AT INTERVALS EQUAL TO SIDEWALK WIDTH. CONCRETE ETE SIDEWALK DETAIL JL NOT TO SCALE PAINT CONCRETE BLACK AFTER CURING AT ASPHALT LOCATIONS 000 PSI CONCRETE PAVEMENT DIMENSIONS O REFER TO FACE OF CURB 2'4 NOTE: ONE AT EACH ADA SPACE. WHERE ADA SPACES FACE EACH OTHER WITHOUT WALKWAY, THERE SHALL BE ONE POST WITH SIGNS MOUNTED BOTH SIDES OLLA RD MOUNTED ED ADA PARKING SIGN DES` NOT TO SCALE NOTES TRUNCATED DOME PA EDGE OF CURB 4 4� 4.� " 7 4. SLOP %.$ L 12:1 MAX: �. q. i( -1 MAX-, �. . 4 � LfOVi; ifOi3 C: L: r?L: 3Ci; L:JQ .ro' .. Gi awaF�a�B:>Epc+:c�;:o � 5'-0" MIN. NOTE, OTE, ADA ACCESSIBLE RAMP CONSTRUCTION SHALL CONFORM TO CURRENT ADA ACCESSIBLE GUIDELINES. ADA ACCESSIBLE RAMP DETAIL NOT TO SCALE 4" CONCRETE 6" COMPACTED STONE BASE \—COMPACTED SUBGRADE (PER GEOTECHNICAL REPORT) NOTE. 1. SECTION SHOWN IS FOR BIDDING PURPOSES ONLY. FINAL DESIGN WILL BE PROVIDED WITH FINAL CBRS ON COMPACTED SUBGRADE. DARD DUTY CONCRETE SECTION STA IN NOT TO SCALE 9 G'l ACOLIAI T 0110CAtIC rll tDeC ICRA n GA\ (PER GEOTECHNICAL REPORT) S V I\ ) TEo 1. SECTION SHOWN IS FOR BIDDING PURPOSES ONLY. FINAL DESIGN WILL BE PROVIDED WITH FINAL CBRS ON COMPACTED SUBGRADE. STANDARD DUTY ASPHALT L PAVEMENT SECTION 6" NOT TO SCALE PAVEMENT DIMENSION(S) ON PLAN VIEW REFER TO FACE OF CURB 2'-0" V 1. CONCRETE FOR CURBING SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,000 P.S.I. @ 28 DAYS. 2. CONSTRUCTION STAKING FOR CURB INSTALLATION SHALL BE REFERENCED (CUT OR FILL) TO THE TOP OF CURB. 3. AT CONTRACTOR'S OPTION, THE GUTTER THICKNESS MAY BE INCREASED AT THE EDGE OF PAVEMENT TO MAKE BOTTOM OF GUTTER CONTIGUOUS WITH BOTTOM OF ASPHALT PAVEMENT. 4. CONTRACTION JOINTS SHALL BE PLACED @ 10'-0" O.G. TOOLED 1/4" (±1/16") WIDE, 1" DEEP. EXPANSION JOINTS SHALL BE PLACED @ 40'-0" INTERVALS, MAXIMUM, AND ALL P.C.'S. CONCRETE CURB ; & GUTTER ER DETAIL NOT TO SCALE \\ark �� G s. tv�J w o0 N....- 0,a PRmom��\���� z O N uu� ry o e# s.. .. LLJ z LLI U) D" W (--J-yy z U) U o J E I z uj LLI w0�{�U� o x w \o�oo Lli LIJU)5; uj ma a WQ:c mz \oo\:>U�//�U?}® lOpmu \�� .F—E z (1) LIJ0 z Iw ' .... 0 In yam .` �OOO000� y i-)Q(�,�U�D- w o ; 3\0 Q�0nU) F \ > 0 W w W om U) �LL o \Z REVISIONS REV DATE COMMENT DuwNBY CHECKED BY THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE. PROJECT No.: V172065 DRAWN BY: DSH CHECKED BY: JCW DATE: 8/2/19 CAD I.D.: SPD-0 PROJECT: INITIAL SITE LAIN DOCUMENTS FOR PT HOTEL, LLC PROPOSED IHAMII FON INN 1628 STATE FARM BOULEVARD RIVANNA MAGISTERIAL DISTRICT ALBEMARLE, VIRGINIA 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540) 349-4500 Fax: (540) 349-0321 rHEET TITLE: 'NSTRUCTION DETAILS SHEET NUMBER: C-901 Ilk REVISION 0 - 8/2/19 H:\17\V172065\DRAWINGS\PLAN SETS\INITIAL SITE PLAN\V172065-SPD-0.DWG PRINTED BY: CH EDGES 8.02.19 @ T38 AM LAST SAVED BY: CH EDGES SPECIFIC) REF£REI 105 302 MH-1A 2016 ROAD & BRIDGE STANDARDS FOR DETAILS OF ALL COMPONENT PARTS AND "GENERAL NOTES- PRECAST" SEE SHEETS 103.OY103.ft SPACER UNIT 0 TOP. UNIT A ] 1 ILL - - �- RISER UNIT — — REDUCER RISER IUNT — — — — —, — — i i - �-I- —+�-- MONOLITHIC BASE BASE iUNT I FOOTNG SECTION A -A PRECAST MANHOLE VIRGINIA DEPARTMENT OF TRANSPORTATION A -- - -- RISER UNIT —REDUCER UNIT RASE] UNIT �11-T- _t+4- I ROAD AND BRIDGE STANDARDS REVISION DATE SHEET 1 OF 1 108.07 2016 ROAD & BRIDGE STANDARDS 2016 ROAD & BRIDGE STANDARDS NOTES, THE LETTERS V.D.O.T. ARE OPTIONAL, F USED THE LETTERS ARE TOJ BE COVER 1" WIDE RAISESIONDN'yjN'oHIGH AS SHOWN. FINISHED A � � ®�® � A N DIMENSION 0000000 T Y. D. O. LETTERING OPTIONAL { El 0�--7 171 El APPROXIMATE WEIGHT CAST RON FRAME 174 ± 9 LBS. TOP x0;' Du. _ 09.. NA COVER 137 ± 7 LBS. SECTION B-E3 BOTTOM SPECIFICATION vDOT ICAT ROAD AND BRIDGE STANDARDS STANDARD MANHOLE FRAME AND COVER REFERENCE SHEET 9 OF 1 REVISION DATE VIRGINIA DEPARTMENT OF TRANSPORTATION 224 3D2 10N3.D6 2016 ROAD & BRIDGE STANDARDS (4) 1' (25mm) DIA HOLES " 1 1/2" ON 32 13 ' (834mm) DIA 27 1 /2 DIA [38mm] BOLT CI LE [699mm] (-.— 26 1 /4' DIA 7" 1 [667mm] I [178mm] 24' DIA [fiO6mm] (_ 28 7/ 16" DIA J 5/8" I� [722mm] �I [16mm] 36" DIA 26" [914mm] [860mm 1 1 /2" 13/16- FRAME SECTION [38mm] [20mm0mm] GOOD FOUNDATION !MATERIAL ROCKY FOUNDATION MATERIAL 1 INITIAL BACKFII - REDDING STABLE SOIL ROCI; CRAPE THE BOTTOM OF THE TREN(__H. REMOVE ALL STONES TO TJSURE THE PIPE DOESI,J'T REST ON ROCK AND THEI'J COiMPA T THE SOIL OR PROVIDE A4" BEDDING OF #62 S FOI'JE. FOUNDATION IN POOR SOIL UNDER- CUT CONDITION a `. . IN ...._. liRj \` i... ' ll , Ijpllrr NITIAL RA(_KPILL 1 a Mll UI`dSTABLF i(IIL. _ Mif`I MIN MIN t_ MIN�,� i - - -"( #v8 F 11E 7 ,,..,..".-GRAPIULAR FILL AS \I \\\ APPROVED BY ACSA STABLF� SOIL +_)R ROC ' STABLE SOIL OR ROC.. ROTE 1.IJ0 r;OCKS SHALL BE ALLOWED WITHIN] 24" OF THE WATER LINE': 2.1v10 POCP LARGER THAN 6" IN ANY DIMENSION SHALL BE ALLOWED A'rjOVF THE ILdNHAL BACKRLL, 3.THE INITIAL BACKFIU_ SHALL RE PLACED AND COMPACTED IN 6" LIFTS. 4.flO ORGALWI OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED IN THE TRENCH. 5. BELL HOLES SHALL BE DUG OUT IN ALL '_ASES. DUCTILE IRON WATER PIPE INSTALLATION & BEDDING PITS FIG. W - 2 Z' (51 mm) LETTERS (RECESSED FLUSH) _ [25mm) [79mm] [13mrn] 3 13j16 0 22 13/16" 2 1 f8" [97mm] [579mm] [54mm 0 25" 1 3/8" [635mm] 0 11/16" [35mm] 9/16' O.D. OF GKT GROOVE [17mm] [14mm] SECTION VIEW 1/4" (6mm) DIA CAM BOLT SEE ASSEMBLY fNEOPRENE !GASKET DETAIL (2) WSHR 1/16 X 5/8 X 1 1/2 CIN (2) CORED 1$00® 1 5/8" (2)BBLT HEX 5/8-11BER PART# /2 SS - PICKBARS [5mm 2400i' [41 mm PARTS 00981250 [Bmm 1/2" 63 DIA. STAINLESS STEEL ROD 1 1/8' (29mm) DIA BOSS E, (2) WSHR 5/8 ID 1.50 OD SS (2) PART# 0098131B PLAN VIEW PICKBAR & LOCKLUG HOLE DETAIL 2) NUT HX ZN NYLK NOTES: PART# 0 981284-11 1. ALL MANHOLES WITHIN 100 YEAR FLOODPLAIN OR LOCATED IN AREAS SUBJECT TO FLOODING SHALL HAVE WATERTIGHT FRAME & COVER, (2) NUT HX JAM 5/8-11 ZN 2. ALTERNATIVE DESIGN FOR WATERTIGHT COVERS WILL BE CONSIDERED. PART# 00981228 3. COVERS SHALL BE FIXED TO FRAMES WITH LOCKING LUGS OR SIMIUAR ASSEMBLY, (2) LOCK LUG TYPICAL WATERTIGHT (SHORT)SPAIRT# 001 3585 MANHOLE FRAME & COVER LOCK LUG ASSEMBLY N.T.S FIG S-I-E FRAME 0, COVER (S E FIG. S -I D,E) STREET SURFACE OR LION PAVED AREA 'SLOPE- AREAJ� r, rr u: I 1 0" MAX RUBBER COATED STEEL STEPS CA —IT II\I PLACE-----, \ 't, - - 0' MITI PRECA'=T REIP•IFOR(_EC' ;1\ CONCRETE SECTIONS I MITI11 , if F;II`JG SEALS— � 16' M.AX S � yIIPLIUM ELEVPTIOkl DIFFERENCE ACRC� -_D M-H S ' 0" FRC)RAl IfILET TO OUTLET " € SHALL BE 0.20 FEFT. r0 C R.FT VARIES DEPTH OF FL(=)UV FII LFT CHALINEL TO 3E .._._.... �__.__ E/4 DIAMETER OF CrfJTRIRUTIPIG SEWER. - € A FIN-LETED INVERT FOR F P✓IC r ETH TRANSITION OF FLOW BETWEEIJ "' PJLET 3,- OUTLET PIPE SHALL RE is PROVIDED. MIN. 6" BEDDING-, OTF W/ NO. 68 SToNE 1. BEDDING THICK.l,,ESS REOUIREMENT SHUWG•I IS !tiIIIJIN1UP! A.IJD SHALL BE SPECIRCALL)' DETER!N111"IF_D B`r THE CONSULTANT FCJIR-IE SOIL Coi`JDIHONS. 2. THE COPJSULTAI''dT \HILL DETERMIINIF WHETHER MANHOLES, SHALL HAVE EXTEILIDED OR I.-?i`,l E' TENDED BASES. E. ALL i(_}lidTS, LIFT HOLES, INLETS, OUTLETS TO BESFALED & GROUTED INSIDE AND OUT. TYPICAL MANHOLE SECTION SHOWING BRANCH TIE - IN FIG. S - I - A TD-2 TD- 21 in E \ E �T 00 V) 0 fy iv E �� nw� �E a J 0 � u cl v 0 va E v E E w N00 W N j 0 OL _ c� V� oEovYi nE EEC 0 E ¢ d _ LO �p 0 NW �N1V) N� EW N 0 W w< uEW f/) JO a 0 6 E a� o rz ES E E E E u E N 0 o0 —nCA � U u E 7� N E ti E E LrA —0ED l U � q III d Q Q p C) E o E cro fl- N E� N u N u r7 co I, N N Q 2 LL 0 0 TYPICAL MANHOLE FRAME & COVER N.T.S FIG S-1-D F W D ,%, — GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL \ \\\ \ \ JIIIAL BACKrIL \\� 1 ON L € �AIII dAlll � MIN! MINI „ BEDDING #68 STONE W011 \. STABLE SOIL ROCK SCRAPE THE BOTTOM OF THE TRENCH. REMOVE ALL STC)NES TO INSURE THE PIPE DOESN'T REST ON ROCK AND THEP1 COMPACT THE SOIL OR PROVIDE A 4" BEDDiW-, OF #sa �TordE. FOUNDATION IN POOR SOIL UNDER CUT CONDITION } 24 MBACKFILL a rlyd UIISTABLE I _ SOILS MIP! MITI , 41V1 ( N11P1t F -' S =' TO I' J E ~ GRANULAR FILL AS APPROVED BY AC,SA sTAEI_E 011 OP R0 L TABLE SOIL OR ROCI, NOTF I. NO ROCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER LII'1ES. NO HOC KLARGER THAN 6" IN ANY DIIMENSI01''1 SHALL BE ALLOWED ABOVE THE INITIAL BACf<.FILL. THE II\IITIAL BACI�:FILL SHALL BE PLACED AND COMPACTED IN 6" LIFTS. L. NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED IN THE TRELICH. 5. BELL HOLES SHALL BE DUG OUT IN ALIL CASES. DUCTILE IRON WATER PIPE INSTALLATION 8 BEDDING PETS FIG. W 2 TD F �I I I ! E fljj­ { E _, .... _................ .......... ..................... ................ ._. 1 I _ „. � E EE I { I f S ' EL, r' I __ Lv- rt ..: I �?~. E PI i y/ !-s I C A I._ M I I E..I_y `i,f A €J €....F I °. { 1-:. ' E ' `i i I CONC. BASE H SLOPED TO FLOW NEL 1 /4" 1' !MIN BRAH C H TONS tiTO 111——,,,JHUI E 'HALL w BE COF,FD AND A FLEXIBLE CO_JTHECTIONI BOOT f- 1ISTALLED TYPICAL MANHOLE PLAN SHOWING BRANCH TIE - IN NTS FIG. S - I - B WATER P.'-,.I. TD 2 I PLACE 5' GAL`JAPdI%ED `fJITPJESS POST WITH CAPPED EPIDS F IG!TFD BLUE, IPI REMOFE AREAS AS DIRECTED.MARKER LOC.,V I �fd b1A' BE SUBJET ,y. TO HIGHWAY DEPARTMENT APPROVAL. FINISHED GRADE —� ADiUSTABLE VALVE BO'r: VV/ LID M.J. GATE VALVE I-IH E CONCRETE v 2' BEARINGAREA. THRJST BLOCS, Z s% NOTE IN REMOTE AREAS, VALVE BOXES SHALL ExTEDJD SI (6) INCHES ABOVE GRA TYPICAL GATE VALVE EME S F R I C NO, 6c rTFS FIG. IN TD S REMAII�M,IG BACKFILL SHALL NOT COLITAIN ROCK 1VIATERIAL LARGER THAN H ANY DI!VIENSION —II' TIAI_ BACKFILL" 6" LIFTS) THOROUGHLY COMPACTED BY HAI,,1D OR APPROVED )MECHANICAL TAN'1PPR —HAUPICHIi1G — B EDDING 6 r€1ar: I nln —FOUNDATI >IJ (S' !ALL B E REQ{_11REL V'!r{Fi',I SOIL COPIDITIOrJS ARE UNSTABLE \(ALL PIPE) ROTE I, C)PEII CUTS Itd PAVED AREA,. A/ITHIILI F;ti15TINr 1DCT RIrHT ELF (IdAY SHALL BE BACKFILLED EkITIRELY WITH 1,10. lA STOrIE. 2.F( R DUCTIL F IRON PIPE THE BOTTOM OF THE TRENCH SHAI I_ BE SCRAPED AI',ID CONIPACFED, AHD ALL STONES REMOVED OR A -V' E'.EDDIPIG OF HO, 68 STONE .SHALL BE PROVIDED 3.WHFRE ROCK IS ENCOU11TERED PIPE SHALT BE INSTALLED ON A WHIPIIUM 6" BEDDING OF NO, 68 `>T(_'I'JE TYPICAL SEWER PIPE N STALLATION IN TRENCH HTS FIG. S - 3 _. \\ \\O we '. ' �� o i LLu o ;. 66wgm Z LU I-- (r ILI > w N (i Z LInI LLI p mui w a ... o 1-. LU < 1 G. w C9 00 3 I>NyZC)LuU)0 S.1_ mot, cn� �<Z<C >,z �\�.\\ �� Z U) ,? LLI Z 00<0- \u, � p > 2a0 0 �A\y�A, I tz Q °- < •�� _ > J H o= LU F- Q ¢ o \� o� os T\z < 10 u\ REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY THIS DRAWING IS INTENDED FOR MUNICIPALAND/OR AGENCY REVIEW AND APPROVAL IT IS NOT INTENDED ASA CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE. NOT APPROVED FOR CONSTRUCTION PROJECT No.: V172065 DRAWN BY: DSH CHECKED BY: JCW DATE: 8/2/19 CAD i.D.: SPD-0 PROJECT: INITIAL SITE PLAN DOCUMENTS j FOR PROPOSED FIA'NIPTON IN 1628 STATE FARM BOULEVARD RIVANNA MAGISTERIAL DISTRICT ALBEMARLE, VIRGINIA a \ Hsp o _w 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540) 349-4500 Fax: (540) 349-0321 VA@BohlerEng.com SHEET TITLE: _� ---- -- — WATER AND SEWER UTILIT DETAILS SHEET NUMBER: c 9 02,11 REVISION 0 - 8/2/19 HA17\V172065\DRAWINGS\PLAN SETS\INITIAL SITE PLAN\V172065-SPD-0.DWG PRINTED BY: CHEDGES 8.02.19 @ 7:38 AM LAST SAVED BY: CH EDGES TD25 IT)-28