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Home My WebLink AboutSDP202100084 Plan - Revision 2022-04-10 (2)SITE DATA INITIAL SITE PLAN NUMBER SPD202100054 FINAL SITE PLAN NUMBER SDP202700084 ADDRESS 1636 SEMINOLE TRAIL CHARLOTTESVILLE, VA OWNER MIMOSA LLC PO BOX 7652 CHARLOTTESVILLE, VA 22906 DEVELOPER HALLE PROPERTIES, LLC C/O DISCOUNT TIRE 20225 N. SCOTTSDALE ROAD SCOTTSDALE, AZ 95255 TMP 061 OD-00-00-120JO JURISDICTION ALBEMARLE COUNTY MAGISTERIAL DISTRICT RIO DISTRICT ZONING PROPOSED USE TIRE SALES EXISTING HIGHWAY COMMERCIAL - HC PROPOSED HIGHWAY COMMERCIAL- HC ZONING OVERLAY DISTRICT AIRPORT IMPACT AREA AND ENTRANCE CORRIDOR STEEP SLOPES - MANAGED SITE AREA 1.32 AC BUILDING AREA 7,680 SF BUILDING AREA PERCENTAGE OF SITE AREA 12.96% MAXIMUM BUILDING HEIGHT 65 FEET PROP. BUILDING HEIGHT 26 FEET (1-STORY) PROP. IMPERVIOUS COVER OF SITE AREA 1.06 AC (80%) PROP. OPEN SPACE 0.26 AC (20%) PARKING REQUIRED 1 SPACE PER EMPLOYEE PLUS 2 SPACES PER SERVICE BAY = (1 *15) + (6*2) = 15 + 12 = 27 SPACES MAXIMUM PARKING ALLOWED: NO MORE THAN 20%THE REQUIRED = (27*120%) = 32 SPACES PARKING PROVIDED 32 SPACES HANDICAP 2 SPACES (i VAN SPACE) REFERENCES AND CONTACTS REFERENCES ♦BOUNDARY & TOPOGRAPHIC SURVEY: BOHLER 12825 WORLDGATE DRIVE, SUITE 700 HERNDON, VA 20170 DATED: 04/20/2021 SURVEY JOB SV211201 ELEVATIONS: BASED ON GPS OBSERVATIONS ♦ARCHITECTURAL PLAN: ARCHITECTURAL RESOURCE TEAM 1055 E. INDIAN SCHOOL ROAD PHOENIX, AZ 85014 CAD FILE NAMED: "VAC 12457- CHARLOTTESVILLE, VA - CONCEPTUAL FLOOR PLAN - 6B-RH-60.DWG" DATED: 10/18/2021 ♦GEOTECHNICAL REPORT: ECS MID -ATLANTIC, LLC 40D4 HUNTERSTAND COURT, SUITE 102 CHARLOTTESVILLE, VA 22911 DATED: 05/25/2021 GOVERNING AGENCIES *ALBEMARLE COUNTY SITE REVIEW COMMITTEE ALBEMARLE COUNTY, VA 401 MCINTIRE ROAD CHARLOTTESVILLE, VA 22902 PHONE: (434) 243-7929 UTILITIES *ALBEMARLE COUNTY SERVICE AUTHORITY 168 SPOTNAP ROAD CHARLOTTESVILLE, VA 22911 PHONF: (434) 977♦511 * THE ABOVE REFERENCED DOCUMENTS ARE INCORPORATED BY REFERENCE AS PART OF THESE PLANS, HOWEVER, BOHLER ENGINEERING DOES NOT CERTIFY THE ACCURACY OF THE WORK REFERENCED OR DERIVED FROM THESE DOCUMENTS, BY OTHERS. FINA SITE PLAN DOCUMENTS APPROVAL DATE DEPARTMENT OF COMMUNITY DEVELOPMENT PLANNER/ZONING ENGINEER INSPECTIONS ARB DEPARTMENT OF FIRE RESCUE ALBEMARLE COUNTY SERVICE AUTHORITY VIRGINIA DEPARTMENT OF TRANSPORTATION HEALTH DEPARTMENT GENERAL NOTE: IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCWTED WITH THIS PROJECT WORK SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND CONFLICT WITH THE DOCUMENTS RELATIVE P THE SPECIFICATIONS OR APPLICABLE CODES, IT IS THE CONTRACTORS RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD IN WRITING PRIOR TO THE START OF CONSTRUCTION. FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHAU_ CONSTITUTE ACCEPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF THE WORK AS DEFINED BY THE DRAWINGS AND If FNLL CONFORMANCE WITH LOCAL REGULATIONS AND CODES. FOR E L i 101L�INI_I�u LOCATION OF SITE 1636 SEMINOLE TRAIL ALBEMARLE COUNTY CHARLOTTESVILLE, VIRGINIA RIO MAGISTERIAL DISTRICT D.B. 1980 PG. 239 TMP: 06100-00-00-120JO ElementYy e .� School c� a F / o oo je�Wooh..1 Hec � 5 � s n I 5 0 awom o, Ao 4""w yie1� 4 Wu Jhruu � MA 4 F iowmvope SITE £ I Ra;�ee °WTI; 8 %: Beeceley / Cheder1esv111e dA'bAp kq s,(reW Rd A 4 .S pg c sWm NN goyepd ��PC' Uek ¢ "R / I o rrep a .Wakefield p ro n Rla -T^ye * a cn.nnl ulu. r1r,7P1 z:i OWNER ADDRESS:C/O DUFFY BIRCKHEAD P.O. BOX 7652 CHARLOTTESVILLE VA, 22906 OWNER CONTACT: FRANK BIRKHEAD LOCATION MAP SCALE: 1" = 2,000 Copyright: Microsoft Corporation DEVELOPER HALLE PROPERTIES, LLC C/O DISCOUNT TIRE 20225 N. SCOTTSDALE ROAD SCOTTSDALE, AZ 85255 CONTACT: BILL SHRUM DEVELOPER PHONE: (480)-606-6838 PREPARED BY HLER// CONTACT: RYAN T YAUGER, P.E. SHEETINDEX SHEET TITLE IGENERALNOTES SHEET NUMBER COVER SHEET C-101 C-102 GENERAL NOTES AND LEGEND C-103 ALTA/NSPS LAND TITLE SURVEY (BY OTHERS) C-201 - 202 EXISTING CONDITIONS AND DEMOLITION PLAN C-203 SITE PLAN C-301 SITE CROSS SECTION C-302 FIRELANE PLAN C-303 TRUCK MOVEMENT PLAN C-304 GRADING PLAN C-401 UTILITY PLAN C-501 UTILITY PROFILES C-502 - 503 UTILITY COMPUTATIONS C-504 LANDSCAPE PLAN C-701 LANDSCAPE COMPLIANCE C-702 LANDSCAPE NOTES AND DETAILS C-703 IRRIGATION PLAN C-704 IRRIGATION NOTES AND DETAILS C-705 - 710 SITE PHOTOMETRIC PLAN (BY OTHERS) C-711 CONCEPTUAL ELEVATIONS (BY OTHERS) C-712 SIGHT DISTANCE PROFILE C-801 CONSTRUCTION DETAILS SHEET C-901 - 902 SHEET TOTAL = 30 z EE w W W W (/) Z F W zzwD_ W 2 2 z�CJ~p�zm Fwax wz nW<W-1 9 U)72QQzQ z(A2 W zFH °Of zof< 0 Of J O U) W z a z Q > aJ of U W I— U) REVISIONS REV I DATE I COMMENT 1 10/29/2021 PER ISP COMMENTS RTY 2 01/21/2022 PER COUNTY COMMENTS BSC RTY 3 04/08/2022 PER COUNTY COMMENTS BSC RTY 15 Know what's below. Call before you dig. ALWAYS CALL 811 It's fast. It's free. It's the law. NOT APPROVED FOR CONSTRUCTION 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.: V211201 DRAWN BY: DSH CHECKED BY: RTY DATE: 10/29/2021 CAD I.D.: CNDS-2 PROJECT: SITE PLAN DOCUMENTS FOR u1scouNt PROPOSED LOCATION 1636 SEMINOLE TRAIL ALBERMARLE COUNTY CHARLOTTESVILLE, VIRGINIA 22901 BOHLER'/ 2150 ASHLAND RD. SUITE 200 RICHMOND, VIRGINIA 23146 Phone: (804)893-8200 VA@BohlerEng.com TH Lic. No. 0402056625 SHEET TITLE: 04/08/2022 COVER SHEET SHEET NUMBER: C-101 REVISION 3 - 04/08/2022 GENERAL NOTES (Rev. 22021) DEMOLITION NOTES (Rev. 22021) SITE LAYOUT NOTES (Rev. 12020) LIGHTING NOTES (Rev. 12020) W O Z 0 U n O 3 A i 0 In Z U 0 N Z 3 W F h J 9 N w 0 3 a N 0 Z 3 m 9 < U 1. THESE PLANS ARE SOLELY BASED ON INFORMATION THE OWNER AND OTHERS PROVIDED TO BOHLER ENGINEERING, VIRGINIA (HEREIN "BOHLERj PRIOR TO THE DATE ON WHICH THE ENGINEER OF RECORD AND BOHLER PREPARED THESE PLANS. THE CONTRACTOR MUST FIELD VERIFY ALL EXISTING CONDITIONS AND IMMEDIATELY NOTIFY BOHLER , IN WRITING, IF ANY ACTUAL SITE CONDITIONS DIFFER FROM THOSE SHOWN ON THESE PLANS, OR IF THE PROPOSED WORK CONFLICTS WITH ANY OTHER SITE FEATURES. 2. THE CONTRACTOR MUST STRICTLY COMPLY WITH THESE NOTES AND ALL SPECIFICATIONSIREPORTS CONTAINED HEREIN. THE CONTRACTOR MUST EN RE THATALL B NTRA T R F LLY AND MPLETELY NF RM T AND MPLY WITH THE E RE IREMENT THE E N TE AND THE SU SU CO COS U CO CO O O CO S QU S S O S REQUIREMENTS ARTICULATED IN THE NOTES CONTAINED IN ALL THE OTHER DRAWINGS THAT COMPRISE THE PLAN SET OF DRAWINGS. ADDITIONAL N TE AND PE IFI PLAN N TE MAY BE F ND N THE INDIVID AL PLAN . THE E ENERAL N TE APPLY T THI ENTIRE D MENT PA KA E. O S S C C O S OU O U S S G O S O S OCU C G IT IS THE CONTRACTOR'S RESPONSIBILITY TO REVIEW ALL CONSTRUCTION CONTRACT DOCUMENTS INCLUDING, BUT NOT LIMITED TO, ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THE PROJECT WORK SCOPE, PRIOR TO THE INITIATION AND COMMENCEMENT OF CONSTRUCTION. 3. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION, THE CONTRACTOR MUST CONFIRM WITH THE ENGINEER OF RECORD AND BOHLER 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 THATALL 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 AND BOHLER, 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 ARCHITECTURALBUILDING PLANS OF RECORD FOR EXACT LOCATIONS AND DIMENSIONS OF ENTRYEXIT 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 AND BOHLER, 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 AND BOHLER WRITTEN NOTIFICATION OF SAME AND B () () ENGINEER OF RECORD AND BOHLER, 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 AND BOHLER, 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 AND BOHLER ARE NEITHER LIABLE NOR RESPONSIBLE FOR ANY SUBSURFACE CONDITIONS AND FURTHER, HAS NO LIABILITY FOR ANY HAZARDOUS MATERIALS, HAZARDOUS SUBSTANCES, OR POLLUTANTS ON, ABOUT OR UNDER THE PROPERTY. 13. THE CONTRACTOR IS RESPONSIBLE FOR IDENTIFYING WHEN AND WHERE SHORING IS REQUIRED AND FOR INSTALLING ALL SHORING REQUIRED DURING EXCAVATION (TO BE PERFORMED IN ACCORDANCE WITH CURRENT OSHA STANDARDS) AND ANY ADDITIONAL PRECAUTIONS TO BE TAKEN TO ASSURE THE STABILITY OF ADJACENT, NEARBY AND CONTIGUOUS STRUCTURES AND PROPERTIES. ALL OF THIS WORK IS TO BE PERFORMED AT CONTRACTOR'S SOLE COST AND EXPENSE. 14. THE CONTRACTOR MUST EXERCISE EXTREME CAUTION WHEN PERFORMING ANY WORK ACTIVITIES ADJACENT TO PAVEMENT, STRUCTURES, ETC. WHICH ARE TO REMAIN EITHER FOR AN INITIAL PHASE OF THE PROJECT OR AS PART OF THE FINAL CONDITION. THE CONTRACTOR IS RESPONSIBLE FOR TAKING ALL APPROPRIATE MEASURES REQUIRED TO ENSURE THE STRUCTURAL STABILITY OF SIDEWALKS AND PAVEMENT, UTILITIES, BUILDINGS, AND INFRASTRUCTURE WHICH ARE TO REMAIN, AND TO PROVIDE A SAFE WORK AREA FOR THIRD PARTIES, PEDESTRIANS AND ANYONE INVOLVED WITH THE PROJECT. 15. DEBRIS MUST NOT BE BURIED ON THE SUBJECT SITE. ALL DEMOLITION AND CONSTRUCTION WASTES, UNSUITABLE EXCAVATED MATERIAL, EXCESS SOIL AND DEBRIS (SOLID WASTE) MUST BE DISPOSED OF IN ACCORDANCE WITH THE REQUIREMENTS OF ANY AND ALL MUNICIPAL, COUNTY, STATE, AND FEDERAL LAWS AND APPLICABLE CODES WHICH HAVE JURISDICTION OVER THIS PROJECT OR OVER THE CONTRACTOR. 16. IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY TO MAINTAIN RECORDS TO DEMONSTRATE PROPER AND FULLY COMPLIANT DISPOSAL ACTIVITIES, TO BE PROMPTLY PROVIDED TO THE OWNER UPON REQUEST. 17. THE CONTRACTOR MUST REPAIR, AT CONTRACTOR'S SOLE COST, ALL DAMAGE DONE TO ANY NEW OR EXISTING CONSTRUCTION OR PROPERTY DURING THE COURSE OF CONSTRUCTION, INCLUDING BUT NOT LIMITED TO DRAINAGE, UTILITIES, PAVEMENT, STRIPING, CURB, ETC. AND MUST BEAR ALL COSTS ASSOCIATED WITH SAME TO INCLUDE, BUT NOT BE LIMITED TO, REDESIGN, RE -SURVEY, RE -PERMITTING AND CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR AND MUST REPLACE ALL SIGNAL INTERCONNECTION CABLE, WIRING CONDUITS, AND ANY UNDERGROUND ACCESSORY EQUIPMENT DAMAGED DURING CONSTRUCTION AND MUST BEAR ALL COSTS ASSOCIATED WITH SAME. THE REPAIR OF ANY SUCH NEW OR EXISTING CONSTRUCTION OR PROPERTY MUST RESTORE SUCH CONSTRUCTION OR PROPERTY TO A CONDITION EQUIVALENT TO OR BETTER THAN THE CONDITIONS PRIOR TO COMMENCEMENT OF THE CONSTRUCTION, AND IN CONFORMANCE WITH APPLICABLE CODES, LAWS, RULES, REGULATIONS, STATUTORY REQUIREMENTS AND STATUTES. THE CONTRACTOR MUST BEAR ALL COSTS ASSOCIATED WITH SAME. THE CONTRACTOR MUST, PROMPTLY, DOCUMENT ALL EXISTING DAMAGE AND NOTIFY, IN WRITING, THE OWNER AND THE CONSTRUCTION MANAGER PRIOR TO THE START OF CONSTRUCTION. 18. THE ENGINEER OF RECORD AND BOHLER ARE NOT RESPONSIBLE FOR AND HAVE NO CONTRACTUAL, LEGAL OR OTHER RESPONSIBILITIES FOR JOB SITE SAFETY JOB SITE SUPERVISION, OR ANYTHING RELATED TO SAME. THE ENGINEER OF RECORD AND BOHLER HAVE NOT BEEN RETAINED TO PERFORM OR TO BE RESPONSIBLE FOR JOB SITE SAFETY, SAME BEING WHOLLY OUTSIDE OF ENGINEER OF RECORD'S AND BOHLER SERVICES AS RELATED TO THE PROJECT. THE ENGINEER OF RECORD AND BOHLER ARE NOT RESPONSIBLE TO IDENTIFY OR REPORT ANY JOB SITE SAFETY ISSUES OR ANY JOB SITE CONDITIONS, AT ANY TIME. 19. THE CONTRACTOR MUST IMMEDIATELY IDENTIFY IN WRITING, TO THE ENGINEER OF RECORD AND BOHLER , ANY DISCREPANCIES THAT MAY OR COULD AFFECT THE PUBLIC SAFETY, HEALTH OR GENERAL WELFARE, OR PROJECT COST. IF THE CONTRACTOR PROCEEDS WITH CONSTRUCTION WITHOUT PROVIDING PROPER WRITTEN NOTIFICATION AS DESCRIBED ABOVE, IT WILL BE AT THE CONTRACTOR'S OWN RISK AND, FURTHER, THE CONTRACTOR MUST INDEMNIFY, DEFEND AND HOLD HARMLESS THE ENGINEER OF RECORD AND BOHLER FOR ANY AND ALL DAMAGES, COSTS, INJURIES, ATTORNEY'S FEES AND THE LIKE WHICH RESULT FROM OR ARE IN ANY WAY RELATED TO SAME INCLUDING, BUT NOT LIMITED TO, ANY THIRD PARTY AND FIRST PARTY CLAIMS. 20. THE ENGINEER OF RECORD AND BOHLER ARE NOT RESPONSIBLE FOR ANY INJURY OR DAMAGES RESULTING FROM THE CONTRACTOR'S FAILURE TO BUILD OR CONSTRUCT IN STRICT ACCORDANCE WITH THE APPROVED PLANS, AND CURRENT CODES, RULES, STATUTES AND THE LIKE. IF THE CONTRACTOR AND/OR OWNER FAIL TO BUILD OR CONSTRUCT IN STRICT ACCORDANCE WITH APPROVED PLANS, RULES, STATUTES, CODES AND THE LIKE, THE CONTRACTOR AND/OR OWNER AGREE TO AND MUST JOINTLY, INDEPENDENTLY, SEPARATELY, AND SEVERALLY INDEMNIFY AND HOLD THE ENGINEER OF RECORD AND BOHLER HARMLESS FOR AND FROM ALL INJURIES, CLAIMS AND DAMAGES THAT ENGINEER AND BOHLER SUFFER AND ANY AND ALL COSTS THAT ENGINEER AND BOHLER INCUR AS RELATED TO SAME. 21. ALL CONTRACTORS MUST CARRY AT LEAST THE MINIMUM AMOUNT OF THE SPECIFIED AND COMMERCIALLY REASONABLE STATUTORY WORKER'S COMPENSATION INSURANCE, EMPLOYER'S LIABILITY INSURANCE AND COMMERCIAL GENERAL LIABILITY INSURANCE (CGL) INCLUDING ALSO ALL UMBRELLA COVERAGES. ALL CONTRACTORS MUST HAVE THEIR CGL POLICIES ENDORSED TO NAME BOHLER , AND ITS PAST, PRESENT AND FUTURE OWNERS, OFFICERS, DIRECTORS, PARTNERS, SHAREHOLDERS, MEMBERS, PRINCIPALS, COMMISSIONERS, AGENTS, SERVANTS, EMPLOYEES, AFFILIATES, SUBSIDIARIES, AND RELATED ENTITIES, AND ITS SUBCONTRACTORS AND SUBCONSULTANTS AS ADDITIONAL NAMED INSUREDS AND TO PROVIDE CONTRACTUAL LIABILITY COVERAGE SUFFICIENT TO INSURE (DEFEND, IF APPLICABLE) AND HOLD HARMLESS AND INDEMNITY OBLIGATIONS ASSUMED AND AGREED TO BY THE CONTRACTOR HEREIN. ALL CONTRACTORS MUST FURNISH BOHLER WITH CERTIFICATIONS OF INSURANCE OR CERTIFICATES OF INSURANCE AS EVIDENCE OF THE REQUIRED INSURANCE COVERAGES PRIOR TO COMMENCING ANY WORK AND UPON RENEWAL OF EACH POLICY DURING THE ENTIRE PERIOD OF CONSTRUCTION AND FOR TWO YEARS AFTER THE COMPLETION OF CONSTRUCTION AND AFTER ALL PERMITS ARE ISSUED, WHICHEVER DATE IS LATER. IN ADDITION, ALL CONTRACTORS AGREE THAT THEY WILL, TO THE FULLEST EXTENT PERMITTED UNDER THE LAW, INDEMNIFY, DEFEND AND HOLD HARMLESS BOHLER AND ITS PAST, PRESENT AND FUTURE OWNERS, OFFICERS, DIRECTORS, PARTNERS, SHAREHOLDERS, MEMBERS, PRINCIPALS, COMMISSIONERS, AGENTS, SERVANTS, EMPLOYEES, AFFILIATES, SUBSIDIARIES, AND RELATED ENTITIES, AND ITS SUBCONTRACTORS AND SUBCONSULTANTS FROM AND AGAINST ANY DAMAGES, INJURIES, CLAIMS, ACTIONS, PENALTIES, EXPENSES, PUNITIVE DAMAGES, TORT DAMAGES, STATUTORY CLAIMS, STATUTORY CAUSES OF ACTION, LOSSES, CAUSES OF ACTION, LIABILITIES OR COSTS, INCLUDING, BUT NOT LIMITED TO, REASONABLE ATTORNEYS' FEES AND DEFENSE COSTS, ARISING OUT OF OR IN ANY WAY CONNECTED WITH OR TO THE PROJECT, INCLUDING ALL CLAIMS BY EMPLOYEES OF THE CONTRACTOR(S), ALL CLAIMS BY THIRD PARTIES AND ALL CLAIMS RELATED TO THE PROJECT. THE CONTRACTOR MUST NOTIFY ENGINEER, IN WRITING, AT LEAST THIRTY (30) DAYS PRIOR TO ANY TERMINATION, SUSPENSION OR CHANGE OF ITS INSURANCE HEREUNDER. 22. THE ENGINEER OF RECORD AND BOHLER ARE NOT RESPONSIBLE FOR CONSTRUCTION METHODS, MEANS, TECHNIQUES OR PROCEDURES, GENERALLY OR FOR THE CONSTRUCTION MEANS, METHODS, TECHNIQUES OR PROCEDURES FOR COMPLETION OF THE WORK DEPICTED BOTH ON THESE PLANS, AND FOR ANY CONFLICTS IN SCOPE AND REVISIONS THAT RESULT FROM SAME. THE CONTRACTOR IS FULLY AND SOLELY RESPONSIBLE FOR DETERMINING THE MEANS AND METHODS FOR COMPLETION OF THE WORK, PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 23. NEITHER THE PROFESSIONAL ACTIVITIES OF BOHLER, NOR THE PRESENCE OF BOHLER AND/OR ITS PAST, PRESENT AND FUTURE OWNERS, OFFICERS, DIRECTORS, PARTNERS, SHAREHOLDERS, MEMBERS, PRINCIPALS, COMMISSIONERS, AGENTS, SERVANTS, EMPLOYEES, AFFILIATES, SUBSIDIARIES, AND RELATED ENTITIES, AND ITS SUBCONTRACTORS AND SUBCONSULTANTS AT A CONSTRUCTION/PROJECT SITE (HEREIN "BOHLER PARTIES', RELIEVES OR WILL RELIEVE THE CONTRACTOR OF AND FROM 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 PARTIES 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 PARTIES FOR AND FROM ANY LIABILITY TO BOHLER PARTIES RESULTING FROM THE CONTRACTOR'S WORK, SERVICES AND/OR VIOLATIONS OF THIS NOTE, THESE NOTES OR ANY NOTES IN THE PLAN SET AND, FURTHER, THE CONTRACTOR MUST NAME BOHLER AS AN ADDITIONAL INSURED UNDER THE GENERAL CONTRACTOR'S POLICIES OF GENERAL LIABILITY INSURANCE AS DESCRIBED ABOVE. 24. WHEN IT IS CLEARLY AND SPECIFICALLY WITHIN BOHLER'S SCOPE OF SERVICES CONTRACT WITH THE OWNER/DEVELOPER, BOHLER WILL REVIEW OR TAKE OTHER APPROPRIATE ACTION ON THE CONTRACTOR SUBMITTALS, SUCH AS SHOP DRAWINGS, PRODUCT DATA SAMPLES, AND OTHER DATA, WHICH THE CONTRACTOR IS REQUIRED TO SUBMIT, BUT ONLY FOR THE LIMITED PURPOSE OF EVALUATING CONFORMANCE WITH THE DESIGN INTENT AND THE INFORMATION SHOWN IN THE CONSTRUCTION CONTRACT DOCUMENTS. CONSTRUCTION MEANS AND METHODS AND/OR TECHNIQUES OR PROCEDURES, COORDINATION OF THE WORK WITH OTHER TRADES, AND CONSTRUCTION SAFETY PRECAUTIONS ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND BOHLER HAS NO RESPONSIBILITY OR LIABILITY FOR SAME. BOHLER WILL PERFORM ITS SHOP DRAWING REVIEW WITH REASONABLE PROMPTNESS, AS CONDITIONS PERMIT. ANY DOCUMENT, DOCUMENTING BOHLER'S REVIEW OF A SPECIFIC ITEM OR LIMITED SCOPE, MUST NOT INDICATE THAT BOHLER HAS REVIEWED THE ENTIRE ASSEMBLY OF WHICH THE ITEM IS A COMPONENT. BOHLER IS NOT RESPONSIBLE FOR ANY DEVIATIONS FROM THE CONSTRUCTION DOCUMENTS. THE CONTRACTOR MUST, IN WRITING, PROMPTLY AND IMMEDIATELY BRING ANY DEVIATIONS FROM THE CONSTRUCTION DOCUMENTS TO BOHLER'S ATTENTION. BOHLER IS NOT REQUIRED TO REVIEW PARTIAL SUBMISSIONS OR THOSE FOR WHICH SUBMISSIONS OF CORRELATED ITEMS HAVE NOT BEEN RECEIVED. 25. IF THE CONTRACTOR DEVIATES FROM THESE PLANS AND/OR SPECIFICATIONS, INCLUDING THE NOTES CONTAINED HEREIN, WITHOUT FIRST OBTAINING THE PRIOR WRITTEN AUTHORIZATION OF THE ENGINEER OF RECORD AND BOHLER FOR ALL DEVIATIONS WITHIN ENGINEER'S SCOPE, THE CONTRACTOR IS SOLELY RESPONSIBLE FOR THE PAYMENT OF ALL COSTS INCURRED IN CORRECTING ANY WORK PERFORMED WHICH DEVIATES FROM THE PLANS, ALL FINES AND/OR PENALTIES ASSESSED WITH RESPECT THERETO AND ALL COMPENSATORY OR PUNITIVE DAMAGES RESULTING THEREFROM AND, FURTHER, MUST DEFEND, INDEMNIFY, PROTECT, AND HOLD HARMLESS THE ENGINEER OF RECORD AND BOHLER PARTIES TO THE FULLEST EXTENT PERMITTED UNDER THE LAW, FOR AND FROM ALL FEES, ATTORNEYS' FEES, DAMAGES, COSTS, JUDGMENTS, CLAIMS, INJURIES, PENALTIES AND THE LIKE RELATED TO SAME. 26. THE CONTRACTOR IS RESPONSIBLE FOR A MAINTAINING AND PROTECTING THE TRAFFIC CONTROL PLAN AND ELEMENTS IN ACCORDANCE WITH FEDERAL, STATE, AND LOCAL REQUIREMENTS, FOR ALL WORK THAT AFFECTS PUBLIC TRAVEL EITHER IN THE RIGHT OF WAY OR ON SITE. THE COST FOR THIS ITEM MUST BE INCLUDED IN THE CONTRACTOR'S PRICE AND IS THE CONTRACTOR'S SOLE RESPONSIBILITY. 27. OWNER MUST MAINTAIN AND PRESERVE ALL PHYSICAL SITE FEATURES AND DESIGN FEATURES DEPICTED ON THE PLANS AND RELATED DOCUMENTS IN STRICT ACCORDANCE WITH THE APPROVED PLAN(S) AND DESIGN; AND, FURTHER, THE ENGINEER OF RECORD AND BOHLER ARE NOT RESPONSIBLE FOR ANY FAILURE TO SO MAINTAIN OR PRESERVE SITE AND/OR DESIGN FEATURES. IF OWNER FAILS TO MAINTAIN AND/OR PRESERVE ALL PHYSICAL SITE FEATURES AND/OR DESIGN FEATURES DEPICTED ON THE PLANS AND RELATED DOCUMENTS, OWNER AGREES TO INDEMNIFY AND HOLD THE ENGINEER OF RECORD AND BOHLER PARTIES, HARMLESS FOR ALL INJURIES, DAMAGES AND COSTS THAT ENGINEER OF RECORD AND BOHLER INCUR AS A RESULT OF SAID FAILURE OR FAILURE TO PRESERVE. 28. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR ENSURING THAT ALL CONSTRUCTION ACTIVITIES AND MATERIALS COMPLY WITH AND CONFORM TO APPLICABLE FEDERAL, STATE AND LOCAL RULES AND REGULATIONS, LAWS, ORDINANCES, AND CODES, AND ALL APPLICABLE REQUIREMENTS OF THE OCCUPATIONAL SAFETY AND HEALTH ACT OF 1970, (29 U.S.C. 651 ET SEQ.) AS AMENDED, AND ANY MODIFICATIONS, AMENDMENTS OR REVISIONS TO SAME. 29. THE CONTRACTOR MUST STRICTLY COMPLY WITH THE LATEST AND CURRENT OSHA STANDARDS AND REGULATIONS, AND/OR ANY OTHER AGENCY WITH JURISDICTION OVER EXCAVATION AND TRENCHING PROCEDURES. ENGINEER OF RECORD AND BOHLER HAS NO RESPONSIBILITY FOR OR AS RELATED TO EXCAVATION AND TRENCHING PROCEDURES AND WORK. 30. THE CONTRACTOR AND THE OWNER MUST INSTALL ALL ELEMENTS AND COMPONENTS IN STRICT COMPLIANCE WITH AND IN 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 BOHLER 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 ENGINEER OF RECORD AND BOHLER, 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 AND BOHLER 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. 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 DEMOLITIONIREMOVALS ACTIVITIES IN SUCH A MANNER AS TO ENSURE MINIMUM INTERFERENCE WITH ROADS STREETS SIDEWALKS WALKWAYS AND ALL OTHER ADJACENT FACILITIES. THE CONTRACTOR MUST OBTAIN ALL APPLICABLE PERMITS FROM THE APPROPRIATE GOVERNMENTAL AUTHORITY IES PRIOR TO THE ( ) COMMENCEMENT OF ANY ROAD OPENING OR DEMOLITION ACTIVITIES IN OR ADJACENT TO THE RIGHT-OF-WAY. 3. WHEN DEMOLITION -RELATED ACTIVITIES IMPACT ROADWAYS AND/OR ROADWAY RIGHT-OF-WAY, THE CONTRACTOR MUST PROVIDE TRAFFIC CONTROL AND GENERALLY ACCEPTED SAFE PRACTICES IN CONFORMANCE WITH THE CURRENT FEDERAL HIGHWAY ADMINISTRATION "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES" MUTCD AND THE FEDERAL STATE AND LOCAL REGULATIONS. 4. THE DEMOLITION AND/OR REMOVALS PLAN IS INTENDED TO PROVIDE GENERAL INFORMATION AND TO IDENTIFY ONLY ( ) CONDITIONS REGARDING ITEMS TO BE DEMOLISHED REMOVED AND/OR TO REMAIN. A. THE CONTRACTOR MUST ALSO REVIEW ALL CONSTRUCTION DOCUMENTS AND INCLUDE WITHIN THE DEMOLITION ACTIVITIES ALL INCIDENTAL WORK NECESSARY FOR THE CONSTRUCTION OF THE NEW SITE IMPROVEMENTS. B. THIS PLAN IS NOT INTENDED TO AND DOES NOT PROVIDE DIRECTION REGARDING THE MEANS METHODS SEQUENCING TECHNIQUES AND PROCEDURES TO BE EMPLOYED TO ACCOMPLISH THE WORK. ALL MEANS METHODS SEQUENCING TECHNIQUES AND PROCEDURES TO BE USED MUST BE IN STRICT ACCORDANCE AND CONFORMANCE WITH ALL STATE, FEDERAL, LOCAL, AND JURISDICTIONAL REQUIREMENTS. THE CONTRACTOR MUST COMPLY WITH ALL OSHA AND OTHER SAFETY PRECAUTIONS NECESSARY TO PROVIDE A SAFE WORK SITE FOR THE CONTRACTOR AND THE PUBLIC. 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 BOHLER ARE NOT RESPONSIBLE FOR JOB SITE SAFETY OR SUPERVISION. THE CONTRACTOR MUST PROCEED WITH THE DEMOLITION IN A SYSTEMATIC AND SAFE MANNER COMPLYING WITH ALL OSHA REQUIREMENTS TO ENSURE PUBLIC AND CONTRACTOR SAFETY AND SAFETY TO ALL PROPERTY ON THE SITE OR ADJACENT OR NEAR TO THE SAME. 7. THE CONTRACTOR IS RESPONSIBLE FOR JOB SITE SAFETY, WHICH MUST INCLUDE, BUT IS NOT LIMITED TO, THE INSTALLATION AND MAINTENANCE OF BARRIERS, FENCING, OTHER APPROPRIATE AND/OR NECESSARY SAFETY FEATURES AND ITEMS NECESSARY TO PROTECT THE PUBLIC FROM AREAS OF CONSTRUCTION AND CONSTRUCTION ACTIVITIES. THE CONTRACTOR MUST SAFEGUARD THE SITE AS NECESSARY TO PERFORM THE DEMOLITION IN SUCH A MANNER AS TO PREVENT THE ENTRY OF ALL UNAUTHORIZED PERSONS AT ANY TIME, TO OR NEAR THE DEMOLITION AREA. 8. PRIOR TO THE COMMENCEMENT OF ANY SITE ACTIVITY AND ANY DEMOLITION ACTIVITY, THE CONTRACTOR MUST, IN WRITING, RAISE ANY QUESTIONS CONCERNING THE ACCURACY OR INTENT OF THESE PLANS AND/OR SPECIFICATIONS, ALL CONCERNS OR QUESTIONS REGARDING THE APPLICABLE SAFETY STANDARDS, AND/OR THE SAFETY OF THE CONTRACTOR AND/OR THIRD PARTIES IN PERFORMING THE WORK ON THIS PROJECT. ANY SUCH CONCERNS MUST BE CONVEYED TO THE ENGINEER OF RECORD AND BOHLER , IN WRITING AND MUST ADDRESS ALL ISSUES AND ITEMS RESPONDED TO, BY THE ENGINEER OF RECORD AND BY BOHLER, IN WRITING. ALL DEMOLITION ACTIVITIES MUST BE PERFORMED IN ACCORDANCE WITH THE REQUIREMENTS OF THESE PLANS AND SPECIFICATIONS AND ALL APPLICABLE FEDERAL, STATE AND LOCAL REGULATIONS, RULES, REQUIREMENTS, STATUTES, ORDINANCES AND CODES. 9. THE CONTRACTOR MUST BECOME FAMILIAR WITH THE APPLICABLE UTILITY SERVICE PROVIDER REQUIREMENTS AND IS RESPONSIBLE FOR ALL COORDINATION REGARDING UTILITY DEMOLITION AND/OR DISCONNECTION AS IDENTIFIED OR REQUIRED FOR THE PROJECT. THE CONTRACTOR MUST PROVIDE THE OWNER WITH WRITTEN NOTIFICATION THAT THE EXISTING UTILITIES AND SERVICES HAVE BEEN TERMINATED, REMOVED AND/OR ABANDONED IN ACCORDANCE WITH THE JURISDICTION AND UTILITY COMPANY REQUIREMENTS AND ALL OTHER APPLICABLE REQUIREMENTS, RULES, STATUTES, LAWS, ORDINANCES AND CODES. 10. PRIOR TO COMMENCING ANY DEMOLITION, THE CONTRACTOR MUST: A. OBTAIN ALL REQUIRED PERMITS AND MAINTAIN THE SAME ON SITE FOR REVIEW BY THE ENGINEER AND ALL PUBLIC AGENCIES WITH JURISDICTION THROUGHOUT THE DURATION OF THE PROJECT, SITE WORK, AND DEMOLITION WORK. B. NOTIFY, AT A MINIMUM, THE MUNICIPAL ENGINEER, DESIGN ENGINEER, AND LOCAL SOIL CONSERVATION JURISDICTION, AT LEAST 72 BUSINESS HOURS PRIOR TO THE COMMENCEMENT OF WORK. C. INSTALL THE REQUIRED SOIL EROSION AND SEDIMENT CONTROL MEASURES PRIOR TO SITE DISTURBANCE, AND MAINTAIN SAID CONTROLS UNTIL SITE IS STABILIZED D. IN ACCORDANCE WITH STATE LAW, THE CONTRACTOR MUST CALL THE STATE ONE -CALL DAMAGE PROTECTION SYSTEM FOR UTILITY MARK OUT, IN ADVANCE OF ANY EXCAVATION. E. LOCATE AND PROTECTALL UTILITIES AND SERVICES, INCLUDING BUT NOT LIMITED TO GAS, WATER, ELECTRIC, SANITARY AND STORM SEWER, TELEPHONE, CABLE, FIBER OPTIC CABLE, ETC. WITHIN AND ADJACENT TO THE LIMITS OF PROJECT ACTIVITIES. THE CONTRACTOR MUST USE AND COMPLY WITH THE REQUIREMENTS OF THE APPLICABLE UTILITY NOTIFICATION SYSTEM TO LOCATE ALL UNDERGROUND UTILITIES. F. PROTECT AND MAINTAIN IN OPERATION, ALL ACTIVE UTILITIES AND SYSTEMS THAT ARE NOT BEING REMOVED DURING ANY DEMOLITION ACTIVITIES. G. ARRANGE FOR AND COORDINATE WITH THE APPLICABLE UTILITY SERVICE 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. I. IN THE EVENT THE CONTRACTOR DISCOVERS ANY HAZARDOUS MATERIAL, THE REMOVAL OF WHICH IS NOT ADDRESSED IN THE PROJECT PLANS AND SPECIFICATIONS OR THE CONTRACT WITH THE OWNER/DEVELOPER, THE CONTRACTOR MUST IMMEDIATELY CEASE ALL WORK IN THE AREA OF DISCOVERY, AND IMMEDIATELY NOTIFY, IN WRITING AND VERBALLY, THE OWNER AND ENGINEER OF RECORD AND BOHLER, THE DISCOVERY OF SUCH MATERIALS TO PURSUE PROPER AND COMPLIANT REMOVAL OF SAME. 11. THE CONTRACTOR MUST 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. 12. 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. 13. THE CONTRACTOR MUST BACKFILL ALL EXCAVATION RESULTING FROM, OR INCIDENTAL TO, DEMOLITION ACTIVITIES. BACKFILL MUST BE ACCOMPLISHED WITH APPROVED BACKFILL MATERIALS AND MUST BE SUFFICIENTLY COMPACTED TO SUPPORT ALL NEW IMPROVEMENTS AND MUST BE PERFORMED IN COMPLIANCE WITH THE RECOMMENDATIONS AND GUIDANCE ARTICULATED IN THE GEOTECHNICAL REPORT. BACKFILLING MUST OCCUR IMMEDIATELY AFTER DEMOLITION ACTIVITIES AND MUST BE PERFORMED SO AS TO PREVENT WATER ENTERING THE EXCAVATION. FINISHED SURFACES MUST BE GRADED TO PROMOTE POSITIVE DRAINAGE. THE CONTRACTOR IS RESPONSIBLE FOR COMPACTION TESTING AND MUST SUBMIT SUCH REPORTS AND RESULTS TO THE ENGINEER OF RECORD AND THE OWNER. 14. 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 CONDUCTAND PERFORM ALL INSPECTION AND SEISMIC VIBRATION TESTING THAT IS REQUIRED TO MONITOR THE EFFECTS ON ALL LOCAL STRUCTURES AND THE LIKE. 15. 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. 16. PAVEMENT MUST BE SAW CUT IN STRAIGHT LINES. 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. 17. THE CONTRACTOR MUST MAINTAIN A RECORD SET OF PLANS WHICH INDICATES THE LOCATION OF EXISTING UTILITIES THAT ARE CAPPED, ABANDONED IN PLACE, OR RELOCATED DUE TO DEMOLITION ACTIVITIES. THIS RECORD DOCUMENT MUST BE PREPARED IN A NEAT AND WORKMAN -LIKE MANNER AND TURNED OVER TO THE OWNER/DEVELOPER UPON COMPLETION OF THE WORK, ALL OF WHICH IS AT THE CONTRACTOR'S SOLE COST. 18. THE CONTRACTOR MUST EMPTY, CLEAN AND REMOVE FROM THE SITE ALL UNDERGROUND STORAGE TANKS, IF ENCOUNTERED, IN ACCORDANCE WITH FEDERAL, STATE, COUNTY AND LOCAL REQUIREMENTS, PRIOR TO CONTINUING CONSTRUCTION IN THE AREA AROUND THE TANK WHICH EMPTYING, CLEANING AND REMOVAL ARE AT THE CONTRACTOR'S SOLE COST. SOIL EROSION & SEDIMENT CONTROL PLAN NOTES (Rev. 112020) 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 VIRGINA 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 APPROXIMATELY 1.31 ACRES. 4. THE FOLLOWING EROSION CONTROL MEASURES ARE PROPOSED FOR THIS SITE: A STABILIZED CONSTRUCTION ENTRANCE/ EXIT -A TEMPORARY GRAVEL CONSTRUCTION ENTRANCEEXIT 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. 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 DEVICES (MUTCD) AND ANY APPLICABLE STATE OR LOCALLY APPROVED SUPPLEMENTS, GUIDELINES RULES REGULATIONS STANDARDS AND THE LIKE. 4. THE LOCATIONS OF PROPOSED UTILITY POLES AND TRAFFIC SIGNS SHOWN ON THE PLANS ARE SCHEMATIC AND PRELIMINARY. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR FIELD -VERIFYING THEIR LOCATION. THE CONTRACTOR MUST COORDINATE THE RELOCATION OF TRAFFIC SIGNS WITH THE ENTITY WITH JURISDICTION OVER THE PROJECT. 5. ALL DIMENSIONS SHOWN ARE TO BOTTOM FACE OF CURB, EDGE OF PAVEMENT, OR EDGE OF BUILDING, EXCEPT WHEN DIMENSION IS TO A PROPERTY LINE, STAKE OUT OF LOCATIONS OF INLETS, LIGHT POLES, ETC. MUST BE PERFORMED IN STRICT ACCORDANCE WITH THE DETAILS UNLESS NOTED CLEARLY OTHERWISE. GRADING NOTES (Rev.22021) 1. THE GENERAL NOTES MUST BE INCLUDED AS PART OF THIS ENTIRE DOCUMENT PACKAGE AND ARE PART OF THE CONTRACT DOCUMENTS. THE GENERAL NOTES ARE REFERENCED HEREIN AND THE CONTRACTOR MUST REFER TO THEM AND FULLY COMPLY WITH THESE NOTES IN THEIR ENTIRETY. THE CONTRACTOR MUST BE FAMILIAR WITH AND ACKNOWLEDGE FAMILIARITY WITH ALL OF THE GENERAL NOTES AND ALL OF THE PLANS' SPECIFIC NOTES. 2. SITE GRADING MUST BE PERFORMED IN ACCORDANCE WITH THESE PLANS AND SPECIFICATIONS AND THE RECOMMENDATIONS SET FORTH IN THE GEOTECHNICAL REPORT AS REFERENCED IN THIS PLAN SET. IF NO GEOTECHNICAL REPORT HAS BEEN REFERENCED THE CONTRACTOR MUST HAVE A GEOTECHNICAL ENGINEER PROVIDE WRITTEN SPECIFICATIONS AND RECOMMENDATIONS PRIOR TO THE CONTRACTOR COMMENCING THE GRADING WORK. THE CONTRACTOR MUST FOLLOW THE REQUIREMENTS OF ALL MUNICIPAL, COUNTY, STATE, AND FEDERAL LAWS, WHICH HAVE JURISDICTION OVER THIS PROJECT. 3. THE CONTRACTOR IS REQUIRED TO SECURE ALL NECESSARY AND/OR REQUIRED PERMITS AND APPROVALS FOR ALL OFF -SITE MATERIAL SOURCES AND DISPOSAL FACILITIES. THE CONTRACTOR MUST SUPPLY A COPY OF APPROVALS TO THE ENGINEER OF RECORD AND THE OWNER PRIOR TO THE CONTRACTOR COMMENCING ANY WORK. 4. THE CONTRACTOR IS FULLY RESPONSIBLE FOR VERIFYING EXISTING TOPOGRAPHIC INFORMATION AND UTILITY INVERT ELEVATIONS PRIOR TO COMMENCING ANY CONSTRUCTION. SHOULD DISCREPANCIES BETWEEN THE PLANS AND INFORMATION OBTAINED THROUGH FIELD VERIFICATIONS BE IDENTIFIED OR EXIST, THE CONTRACTOR MUST IMMEDIATELY NOTIFY THE ENGINEER OF RECORD, IN WRITING. 5. THE CONTRACTOR IS RESPONSIBLE FOR REMOVING AND REPLACING ALL UNSUITABLE MATERIALS WITH SUITABLE MATERIALS AS SPECIFIED IN THE GEOTECHNICAL REPORT. THE CONTRACTOR MUST COMPACT ALL EXCAVATED OR FILLED AREAS IN STRICT ACCORDANCE WITH THE GEOTECHNICAL REPORTS GUIDANCE. MOISTURE CONTENT AT TIME OF PLACEMENT MUST BE SUBMITTED IN A COMPACTION REPORT PREPARED BY A QUALIFIED GEOTECHNICAL ENGINEER, REGISTERED WITH THE STATE WHERE THE WORK IS PERFORMED. THIS REPORT MUST VERIFY THAT ALL FILLED AREAS AND SUBGRADE AREAS WITHIN THE BUILDING PAD AREA AND AREAS TO BE PAVED HAVE BEEN COMPACTED IN ACCORDANCE WITH THESE PLANS, SPECIFICATIONS AND THE RECOMMENDATIONS SET FORTH IN THE GEOTECHNICAL REPORT AND ALL APPLICABLE REQUIREMENTS, RULES, STATUTES, LAWS, ORDINANCES AND CODES WHICH ARE IN EFFECT AND WHICH ARE APPLICABLE TO THE PROJECT. SUBBASE MATERIAL FOR SIDEWALKS, CURB, OR ASPHALT MUST BE FREE OF ORGANICS AND OTHER UNSUITABLE MATERIALS. SHOULD SUBBASE BE DEEMED UNSUITABLE BY OWNERIDEVELOPER, OR OWNER/DEVELOPER'S REPRESENTATIVE, SUBBASE MUST BE REMOVED AND FILLED WITH APPROVED FILL MATERIAL, COMPACTED AS THE GEOTECHNICAL REPORT DIRECTS. EARTHWORK ACTIVITIES INCLUDING, BUT NOT LIMITED TO, EXCAVATION, BACKFILL, AND COMPACTING MUST COMPLY WITH THE RECOMMENDATIONS IN THE GEOTECHNICAL REPORT AND ALL APPLICABLE REQUIREMENTS, RULES, STATUTES, LAWS, ORDINANCES AND CODES. EARTHWORK ACTIVITIES MUST COMPLY WITH THE STANDARD STATE DOT SPECIFICATIONS FOR ROADWAY CONSTRUCTION (LATEST EDITION) AND ANY AMENDMENTS OR REVISIONS THERETO. 6. IN THE EVENT OF A DISCREPANCY(IES) AND/OR A CONFUCT(S) BETWEEN PLANS, OR RELATIVE TO OTHER PLANS, THE GRADING PLAN TAKES PRECEDENCE AND CONTROLS. THE CONTRACTOR MUST IMMEDIATELY NOTIFY THE ENGINEER OF RECORD, IN WRITING, OF ANY DISCREPANCY(IES) AND/OR CONFLICT(S). 7. THE CONTRACTOR IS RESPONSIBLE TO IMPORT FILL OR EXPORT EXCESS MATERIAL AS NECESSARY TO CONFORM TO THE PROPOSED GRADING, AND TO BACKFILL EXCAVATIONS FOR THE INSTALLATION OF UNDERGROUND IMPROVEMENTS. ACCESSIBILITY DESIGN GUIDELINES (Rev.12020) 1. ALL ACCESSIBLE (A.KA. 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 SEC. 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 ENTRANCEEXIT, MUST COMPLY WITH THE ACCESSIBLE GUIDELINES AND REQUIREMENTS WHICH INCLUDE, BUT ARE NOT LIMITED TO THE FOLLOWING: A. ACCESSIBLE PARKING SPACES AND ACCESS AISLES SLOPES MUST NOT EXCEED 1:50 (2.0%) IN ANY DIRECTION. B. PATH OF TRAVEL ALONG ACCESSIBLE ROUTE MUST PROVIDE A 36-INCHES MINIMUM WIDTH (48-INCHES PREFERRED), OR AS SPECIFIED BY THE GOVERNING AGENCY. UNOBSTRUCTED WIDTH OF TRAVEL (CAR OVERHANGS AND/OR HANDRAILS) MUST NOT REDUCE THIS MINIMUM WIDTH. THE SLOPE MUST NOT EXCEED 1:20 (5.0%) IN THE DIRECTION OF TRAVEL AND MUST NOT EXCEED 1:50 (2.0%) IN CROSS SLOPE. WHERE ACCESSIBLE PATH OF TRAVEL IS GREATER THAN 1:20 (5.0%), AN ACCESSIBLE RAMP MUST BE PROVIDED. ALONG THE ACCESSIBLE PATH OF TRAVEL, OPENINGS MUST NOT EXCEED 12-INCH IN WIDTH. VERTICAL CHANGES OF UP TO 12-INCH ARE PERMITTED ONLY IF THEY INCLUDES A 1/41NCH BEVEL AT A SLOPE NOT STEEPER THAN 1:2. NO VERTICAL CHANGES OVER 1WINCH 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 A717.1-2009 AND OTHER REFERENCES INCORPORATED BY CODE). F. WHEN THE PROPOSED CONSTRUCTION INVOLVES RECONSTRUCTION, MODIFICATION, REVISION OR EXTENSION OF OR TO ACCESSIBLE COMPONENTS FROM EXISTING DOORWAYS OR SURFACES, THE CONTRACTOR MUST VERIFY ALL EXISTING ELEVATIONS SHOWN ON THE PLAN. NOTE THAT TABLE 405.2 OF THE DEPARTMENT OF JUSTICE'S ADA STANDARDS FOR ACCESSIBLE DESIGN ALLOWS FOR STEEPER RAMP SLOPES, IN RARE CIRCUMSTANCES. THE CONTRACTOR MUST IMMEDIATELY NOTIFY THE ENGINEER OF RECORD, IN WRITING, OF ANY DISCREPANCIES AND/OR FIELD CONDITIONS THAT DIFFER IN ANY WAY OR IN ANY RESPECT FROM WHAT IS SHOWN ON THE PLANS BEFORE COMMENCING ANY WORK. CONSTRUCTED IMPROVEMENTS MUST FALL WITHIN THE MAXIMUM AND MINIMUM LIMITATIONS IMPOSED BY THE BARRIER FREE REGULATIONS AND THE ACCESSIBLE GUIDELINES. G. THE CONTRACTOR MUST VERIFY ALL OF THE SLOPES OF THE CONTRACTOR'S FORMS PRIOR TO POURING CONCRETE. IF ANY NON-CONFORMANCE EXISTS OR IS OBSERVED OR DISCOVERED, THE CONTRACTOR MUST IMMEDIATELY NOTIFY THE ENGINEER OF RECORD, IN WRITING, PRIOR TO POURING CONCRETE. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR ALL COSTS TO REMOVE, REPAIR AND/OR REPLACE NON -CONFORMING CONCRETE AND/OR PAVEMENT SURFACES. 4. IT IS STRONGLY RECOMMENDED THAT THE CONTRACTOR REVIEW THE INTENDED CONSTRUCTION TO ENSURE SAME IS CONSISTENT WITH THE LOCAL BUILDING CODE PRIOR TO COMMENCING CONSTRUCTION. DRAINAGE AND UTILITY NOTES (Rev.22o21) 1. THE GENERAL NOTES MUST BE INCLUDED AS PART OF THIS ENTIRE DOCUMENT PACKAGE AND ARE PART OF THE CONTRACT DOCUMENTS. THE GENERAL NOTES ARE REFERENCED HEREIN, AND THE CONTRACTOR MUST REFER TO THEM AND FULLY COMPLY WITH THESE NOTES, IN THEIR ENTIRETY. THE CONTRACTOR MUST BE FAMILIAR WITH AND ACKNOWLEDGE FAMILIARITY WITH ALL OF THE GENERAL NOTES AND ALL OF THE PLANS' SPECIFIC NOTES. 2. LOCATIONS OF ALL EXISTING AND PROPOSED SERVICES ARE APPROXIMATE, AND THE CONTRACTOR MUST INDEPENDENTLY VERIFY AND CONFIRM THOSE LOCATIONS AND SERVICES WITH LOCAL UTILITY COMPANIES PRIOR TO COMMENCING ANY CONSTRUCTION OR EXCAVATION. THE CONTRACTOR MUST INDEPENDENTLY VERIFY AND CONFIRM ALL SANITARY CONNECTION POINTS AND ALL OTHER UTILITY SERVICE CONNECTION POINTS IN THE FIELD, PRIOR TO COMMENCING ANY CONSTRUCTION. THE CONTRACTOR MUST REPORT ALL DISCREPANCIES, ERRORS AND OMISSIONS IN WRITING, TO THE ENGINEER OF RECORD. 3. THE CONTRACTOR MUST VERTICALLY AND HORIZONTALLY LOCATE ALL UTILITIES AND SERVICES INCLUDING, BUT NOT LIMITED TO, GAS, WATER, ELECTRIC, SANITARY AND STORM, TELEPHONE, CABLE, FIBER OPTIC CABLE, ETC. WITHIN THE LIMITS OF DISTURBANCE OR WORK SPACE, WHICHEVER IS GREATER. THE CONTRACTOR MUST USE, REFER TO, AND COMPLY WITH THE REQUIREMENTS OF THE APPLICABLE UTILITY NOTIFICATION SYSTEM TO LOCATE ALL OF THE UNDERGROUND UTILITIES. THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING ALL DAMAGE TO ANY EXISTING UTILITIES WHICH OCCUR DURING CONSTRUCTION, AT NO COST TO THE OWNER AND AT CONTRACTOR'S SOLE COST AND EXPENSE. THE CONTRACTOR MUST BEAR ALL COSTS ASSOCIATED WITH DAMAGE TO ANY EXISTING UTILITIES WHICH OCCURS DURING CONSTRUCTION. 4. THE CONTRACTOR MUST FIELD VERIFY THE PROPOSED INTERFACE POINTS (CROSSINGS) WITH EXISTING UNDERGROUND UTILITIES BY USING A TEST PIT TO CONFIRM EXACT DEPTH, PRIOR TO COMMENCEMENT OF CONSTRUCTION. 5. STORMWATER ROOF DRAIN LOCATIONS ARE BASED ON ARCHITECTURAL PLANS. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING LOCATIONS OF SAME BASED UPON FINAL ARCHITECTURAL PLANS. 6. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING SITE PLAN DOCUMENTS AND ARCHITECTURAL PLANS FOR EXACT BUILDING UTILITY CONNECTION LOCATIONS; GREASE TRAP REQUIREMENTS; AND DETAILS, DOOR ACCESS, AND EXTERIOR GRADING. THE ARCHITECT WILL DETERMINE THE UTILITY SERVICE SIZES. THE CONTRACTOR MUST COORDINATE INSTALLATION OF UTILITY SERVICES WITH THE INDIVIDUAL COMPANIES TO AVOID CONFLICTS AND TO ENSURE THAT PROPER DEPTHS ARE ACHIEVED. THE CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT INSTALLATION OF ALL IMPROVEMENTS COMPLIES WITH ALL UTILITY REQUIREMENTS OF THE APPLICABLE JURISDICTION AND REGULATORY AGENCIES AND ALL OTHER APPLICABLE REQUIREMENTS, RULES, STATUTES, LAWS, ORDINANCES AND CODES AND, FURTHER, IS RESPONSIBLE FOR COORDINATING THE UTILITY TIE-INS/CONNECTIONS PRIOR TO CONNECTING TO THE EXISTING UTILITY/SERVICE. WHERE A CONFUCT(S) EXISTS BETWEEN THESE DOCUMENTS AND THE ARCHITECTURAL PLANS, OR WHERE ARCHITECTURAL PLAN UTILITY CONNECTION POINTS DIFFER, THE CONTRACTOR MUST IMMEDIATELY NOTIFY THE ENGINEER OF RECORD, IN WRITING, AND PRIOR TO CONSTRUCTION, MUST RESOLVE SAME. 7. ALL FILL, COMPACTION, AND BACKFILL MATERIALS REQUIRED FOR UTILITY INSTALLATION MUST BE EXACTLY AS PER THE RECOMMENDATIONS PROVIDED IN THE GEOTECHNICAL REPORT AND THE CONTRACTOR MUST COORDINATE SAME WITH THE APPLICABLE UTILITY COMPANY SPECIFICATIONS. WHEN THE PROJECT DOES NOT HAVE GEOTECHNICAL RECOMMENDATIONS, FILL AND COMPACTION MUST COMPLY WITH APPLICABLE REQUIREMENTS AND SPECIFICATIONS. ENGINEER OF RECORD AND BOHLER ARE NOT RESPONSIBLE FOR DESIGN OF TRENCH BACKFILL OR FOR COMPACTION REQUIREMENTS 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 APPROPRIATE PLAN(S), WHICH THE CONTRACTOR MUST PROMPTLY PROVIDE TO THE OWNER IMMEDIATELY UPON THE COMPLETION OF WORK. 9. THE CONTRACTOR MUST ENSURE THAT ALL UTILITY TRENCHES LOCATED IN EXISTING PAVED ROADWAYS INCLUDING SANITARY, WATER AND STORM SYSTEMS, ARE REPAIRED IN ACCORDANCE WITH REFERENCED MUNICIPAL, COUNTY AND OR STATE DOT DETAILS AS APPLICABLE. THE CONTRACTOR MUST COORDINATE INSPECTION AND APPROVAL OF COMPLETED WORK WITH THE AGENCY WITH JURISDICTION OVER SAME. 10. FINAL LOCATIONS OF PROPOSED UTILITY POLES, AND/ OR POLES TO BE RELOCATED ARE AT THE SOLE DISCRETION OF THE RESPECTIVE UTILITY COMPANY, REGARDLESS OF WHAT THIS PLAN DEPICTS. 11. WATER SERVICE MATERIALS, BURIAL DEPTH, AND COVER REQUIREMENTS MUST BE SPECIFIED BY THE LOCAL UTILITY COMPANY. THE CONTRACTOR MUST CONTACT THE APPLICABLE MUNICIPALITY TO CONFIRM THE PROPER WATER METER AND VAULT, PRIOR TO COMMENCING CONSTRUCTION. 12. THE TOPS OF EXISTING MANHOLES, INLET STRUCTURES, AND SANITARY CLEANOUT MUST BE ADJUSTED, AS NECESSARY, TO MATCH PROPOSED FINISHED GRADES WITH NO TRIPPING OR SAFETY HAZARD IN ACCORDANCE WITH ALL APPLICABLE STANDARDS, REQUIREMENTS, RULES, STATUTES, LAWS, ORDINANCES AND CODES. 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. THE LIGHTING PLAN DEPICTS PROPOSED SUSTAINED ILLUMINATION LEVELS CALCULATED USING DATA PROVIDED BY THE NOTED MANUFACTURER. ACTUAL SUSTAINED SITE ILLUMINATION LEVELS AND PERFORMANCE OF LUMINAIRES MAY VARY DUE TO VARIATIONS IN WEATHER, ELECTRICAL VOLTAGE, TOLERANCE IN LAMPS, THE SERVICE LIFE OF EQUIPMENT AND LUMINAIRES AND OTHER RELATED VARIABLE FIELD CONDITIONS. 4. THE LIGHTING VALUES AND CALCULATION POINTS DEPICTED ON THIS PLAN ARE ANALYZED ON A HORIZONTAL GEOMETRIC PLANE AT GROUND LEVEL UNLESS OTHERWISE NOTED. ILLUMINATION LEVELS ARE SHOWN IN FOOT-CANDLES FC . ( ) 5. THE LUMINAIRES, LAMPS AND LENSES MUST BE REGULARLY INSPECTED/MAINTAINED TO ENSURE THAT THEY FUNCTION PROPERLY. THIS WORK SHOULD INCLUDE, BUT IS NOT LIMITED TO, VISUAL OBSERVATION, CLEANING OF LENSES, AND RE-LAMPING ACCORDING TO MANUFACTURER RECOMMENDATIONS. FAILURE TO FOLLOW THE ABOVE STEPS COULD RESULT IN IMPROPER LIGHT DISTRIBUTION AND FAILURE TO COMPLY WITH THE APPROVED DESIGN. UPON COMPLETION AND OWNER'S ACCEPTANCE OF THE WORK THE ABOVE RESPONSIBILITIES BECOMES SOLELY THE OWNER'S. 6. THE LIGHTING PLAN IS INTENDED TO SHOW THE LOCATIONS AND TYPE OF LUMINAIRES. POWER SYSTEM, CONDUITS, WIRING AND OTHER ELECTRICAL COMPONENTS ARE SOLELY THE ARCHITECTS, MECHANICAL ENGINEER'S AND/OR LIGHTING CONTRACTOR'S RESPONSIBILITY, AS INDICATED IN THE CONSTRUCTION CONTRACT DOCUMENTS. THE LIGHTING CONTRACTOR MUST COORDINATE WITH THE PROJECT ARCHITECT AND/OR ELECTRICAL ENGINEER REGARDING ANY AND ALL POWER SOURCES AND TIMING DEVICES NECESSARY TO MEET THE DESIGN INTENT. 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. 7. 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. 8. 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. ALBEMARLE COUNTY NOTES 1. ACCESSIBLE PARKING SPACES, ACCESS ISLES, AND ACCESSIBLE ROUTE SHALL BE INSTALLED IN ACCORDANCE WITH ICC ANSI A117.1-09 AND THE 2015 VIRGINIA CONSTRUCTION CODE. 2. ALL WATER LINES, SEWER LINES, AND FIRE LINES FROM THE MAIN TO THE STRUCTURE LOCATED ON PRIVATE PROPERTY MUST HAVE A VISUAL INSPECTION PERFORMED BY THE BUILDING DEPARTMENT. 3. WHERE THE FLOOD LEVEL RIMS OF PLUMBING FIXTURES ARE BELOW THE ELEVATION OF THE MANHOLE COVER OF THE NEXT UPSTREAM MANHOLE IN THE PUBLIC SEWER, THE FIXTURES SHALL BE PROTECTED BY A BACKWATER VALVE INSTALLED IN THE BUILDING DRAIN, BRANCH OF THE BUILDING DRAIN OR HORIZONTAL BRANCH SERVING SUCH FIXTURES. PLUMBING FIXTURES HAVING FLOOD LEVEL RIMS ABOVE THE ELEVATION OF THE MANHOLE COVER OF THE NEXT UPSTREAM MANHOLE IN THE PUBLIC SEWER SHALL NOT DISCHARGE THROUGH A BACKWATER VALVE. 4. ALL ROOF DRAINS SHALL DISCHARGE IN A MANNER NOT TO CAUSE A PUBLIC NUISANCE AND NOT OVER SIDEWALKS. 5. BUILDINGS OR STRUCTURES BUILT BEFORE JANUARY 1, 1985 MUST HAVE AN ASBESTOS SURVEY PERFORMED IN ORDER TO APPLY FOR A DEMOLITION PERMIT. ASBESTOS REMOVAL PERMITS ARE REQUIRED IF POSITIVE FOR SUCH FROM ALBEMARLE COUNTY AND VDOLI. CONTACT VDOU FOR THEIR ADDITIONAL REQUIREMENTS AND PERMITS FOR DEMOLITION PROJECTS AT 540-562-35BO X131. 6. A KNOX BOX WILL BE REQUIRED. 7. RETAINING WALLS GREATER THAN 3 FEET IN HEIGHT REQUIRE A SEPARATE BUILDING PERMIT. WALLS EXCEEDING 4 FEET IN HEIGHT REQUIRE A STAMPED ENGINEERED DESIGN. WALLS REQUIRE INSPECTIONS AS OUTLINED IN THE USBC. 8. ALL WATER, SEWER AND FIRE LINES REQUIRE NEW INSPECTION AND TESTING PROCEDURES. THE ACSA PERFORMS ANY TESTING AND INSPECTIONS OF THE PUBLIC SEWER AND WATER MAIN(S). THE ALBEMARLE COUNTY BUILDING INSPECTIONS DEPARTMENT (ACBID) DOES A VISUAL INSPECTION AND WITNESSES THE TESTING OF THE BUILDING DRAIN, WATER SERVICE PIPE AND THE SPRINKLER LEAD-IN CONNECTION. THE DEVELOPER/CONTRACTOR IS RESPONSIBLE TO RETAIN A SPECIAL INSPECTOR AS OUTLINED IN THE UPDATED ALBEMARLE COUNTY POLICY FOR SITE UTILITIES TO PERFORM THE VISUAL INSPECTION AND TESTING OF ALL UTILITIES NOT COVERED BY THE ACSA OR ACBID. THIS INCLUDES BUILDING SEWERS, WATER AND FIRE LINE BRANCHES BETWEEN THE MAIN AND THE METER(S)/BUILDING(S). THE SPECIAL INSPECTOR'S REPORT MUST BE SUBMITTED AND APPROVED BY THE ALBEMARLE COUNTY ENGINEERING DEPARTMENT PRIOR TO A CERTIFICATE OF OCCUPANCY BEING ISSUED. W 2 O m 0 Z D_ W W W U) Z F W W U O Z � z � _ Z W W H W -U O U 0_ Ur ZUJWUJ jW ZrCJt=wpm FwQ=�wz D><af-j - zU) <z< M W z F H OoaQQE_(r z O U U) a 0 Q c� Z J (i � In O7 � W z Q (n a J IL Q of J F U W I- 0 REVISIONS REV I DATE I COMMENT =� 1 110129/20211 PER ISP COMMENTS �� 2 01/21/2022 i PER COUNTY I COMMENTS BSC RTY H 3 04/OS/2022 PER COUNTY COMMENTS BSC RTY Know what's below. Call before you dig. ALWAYS CALL 811 It's fast. It's free. It's the law. NOT APPROVED FOR CONSTRUCTION THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE. I I PROJECT No.: V211201 DRAWN BY: DSH CHECKED BY: RTY DATE: 10/29/2021 CAD I.D.: CNDS-2 PROJECT: SITE PLAN DOCUMENTS FOR u1scouNt PROPOSED LOCATION 1636 SEMINOLE TRAIL ALBERMARLE COUNTY CHARLOTTESVILLE, VIRGINIA 22901 1� BOHLER 2150 ASHLAND RD. SUITE 200 RICHMOND, VIRGINIA 23146 Phone: (804) 893-8200 VA@Bohle�Eng.com TH Lic. No. 0402056625 04/08/2022 SHEET TITLE: GENERAL NOTES SHEET NUMBER: C-102 N0 N O N N ro � 0 n % Q 2 REVISION 3 - 04/08/2022 U z 3 W u, z N w W z 3 a N z z 9 U U STANDARD DRAWING LEGEND ABBREVIATIONS STANDARD \ WW ej O Z W Z F LU W Z Z z)Z LU U W W of O Z K W W W� W Z } (U' - Of YJNEIGHBO J > Z (J w U) O rn Z) M Q Q Z Q Z (n g W Z FE 00 Z < Q F ~ O J (') rn Z) Of U) Q Of Z D_ Q ; 0_ J af H 3 tp 8 j 8 o j 'y g § how &m 5 € o 6a < o - FOR ENTIRE PLAN SET LIMIT OF WORK LOW LOW LIMIT OF DISTURBANCE LOD LOD FOR ENTIRE PLAN SET AC ACRES EXISTING NOTE TYPICAL NOTE TEXT PROPOSED NOTE ADA AMERICANS WITH DISABILITY ACT ONSITE PROPERTY LINE / R.O.W. LINE ARCH ARCHITECTURAL BC BOTTOM OF CURB - - PROPERTY LIINE / INTERIOR PARCEL LINE - - BF BASEMENT FLOOR BK BLOCK EASEMENT LINECIL BE BASELINE BLDG BUILDING - - - - - - - - - - SETBACK LINE BM BUILDING BENCHMARK BRL BUILDING RESTRICTION LINE CF CUBIC FEET CONCRETE CURB & GUTTER CURB AND GUTTER CL CENTERLINE CMP CORRUGATED METAL PIPE SPILL TRANSITION CONN CONNECTION DEPRESSED CURB AND GUTTER CONC CONCRETE CPP CORRUGATED PLASTIC PIPE CY CUBIC YARDS REVISIONS UTILITY POLE WITH LIGHT DEC DECORATIVE REV DATE COMMENT CHECKEDKED DR Y �c POLE LIGHT DEP DEPRESSED er DIP DUCTILE IRON PIPE 1 10/29/2021 PER ISP COMMENTS DSH RTY TRAFFIC LIGHT DOM DOMESTIC 2 01/21/2022 PER COUNTY COMMENTS BSC ELEC ELECTRIC RTY O UTILITY POLE O 3 04/08/2022 PER COUNTY COMMENTS BSC ELEV ELEVATION RTY EP EDGE OF PAVEMENT TYPICAL LIGHT ES EDGE OF SHOULDER ACORN LIGHT EW END WALL EX EXISTING __v_ TYPICAL SIGN FES FLARED END SECTION FF FINISHED FLOOR X PARKING COUNTS X FH FIRE HYDRANT FG FINISHED GRADE ; Knowbe below. 11 before you dig. ALWAYS CALL 811 It's fast. It's free. It's the law. G GRADE GF GARAGE FLOOR (AT DOOR) — — —170-- — - ------------- 169------------ CONTOUR LINE gp 187 GH GRADE HIGHER SIDE OF WALL TC 516.4 OR 516.4 SPOT ELEVATIONS TC 516.00 TC 516.00 BC 515.55 MATCH EX 518.02 t GL GRADE LOWER SIDE OF WALL GIRT T GRATE GV GATE VALVE HOPE HIGH DENSITY POLYETHYLENE PIPE SAN SANITARY LABEL SAN '/: HP HIGH POINT NOT APPROVED FOR CONSTRUCTION X STORM LABEL X HOR HORIZONTAL HW HEADWALL A SANITARY SEWER LATERAL CL INT INTERSECTION THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY REVIEWANDAPPROVAL. ITISNOTINTENDEDASACONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE. INV INVERT /y UNDERGROUND WATER LINE W LF LINEAR FOOT PROJECT No.: V211201 DRAWN BY: DSH CHECKED BY: RTY DATE: 10/29/2021 CAD I.D.: CNDS-2 E UNDERGROUND ELECTRIC LINE E LOC LIMITS OF CLEARING LOD LIMITS OF DISTURBANCE G UNDERGROUND GAS LINE C LOS LINE OF SIGHT LP LOW POINT PROJECT: SITE PLAN DOCUMENTS FOR D'�� - PROPOSED LOCATION 1636 SEMINOLE TRAIL ALBERMARLE COUNTY CHARLOTTESVILLE, VIRGINIA 22901 0// OVERRHE D vH US LANDSCAPE MAX MAXIMUM T UNDERGROUND TELEPHONE LINE T MIN MINIMUM C UNDERGROUND CABLE LINE C MH MANHOLE MJ MECHANICAL JOINT - - - - - STORM SEWER OC ON CENTER PA POINT OF ANALYSIS S SANITARY SEWER MAIN S PC POINT CURVATURE HYDRANT PCCR POINTOFCOMPOUND CURVATURE, CURB RETURN PI POINT OF INTERSECTION O SANITARY MANHOLE O POG POINT OF GRADE O STORM MANHOLE �I I\O PROP PROPOSED PT POINT OF TANGENCY WM ® METER WATER PTCR POINT E TANGENCY, CURB RETURN WV WATER VALVE • PVC POLYVINYL CHLORIDE PIPE B O H L E R '/ PVI INTERSECTION POINT VERTICALEl GAS VALVE PVT POINT OF VERTICAL TANGENCY ® MGAS ETER ® R RADIUS 2150 ASHLAND RD. SUITE 200 RICHMOND, VIRGINIA 23146 Phone: (804) 893-8200 VA@BohlerEng.com RCP REINFORCED CONCRETE PIPE TYPICAL END SECTION [:--D RET WALL RETAINING WALL R/W RIGHT OF WAY � HE ENDWALOR DWALL �� S SLOPE LTH OF` w c C� C01 N YA R Y .p Lic. No. 0402056625 4, OAS 04/08/2022 `�v �`rs/pNALE��' O GRATE INLET O SAN SANITARY SEWER SF SQUARE FEET O� CURB INLET STA STATION STM STORM 0 CLEAN OUT O SAN SIDEWALK TBR TO BE REMOVED O ELECTRIC MANHOLE O TBRL TO BE RELOCATED O TELEPHONE MANHOLE T TC TOP OF CURB TELE TELEPHONE ® ELECTRIC BOX EB TPF TREE PROTECTION FENCE SHEET TITLE: GENERAL NOTES AND LEGEND TW TOP OF WALL ® ELECTRIC PEDESTAL EP TYP TYPICAL UG UNDERGROUND UP UTILITY POLE ® MONITORING WELL W WIDE W/L WATER LINE SHEET NUMBER: C _ '/ 1 03 I TEST PIT YYY W/M WATER METER t PLUS OR MINUS BENCHMARK ® DEGREE BORING REVISION 3 - 04/08/2022 # NUMBERR NOTES: /,. LANDS N/F / 1. THE SUBJECT PARCEL BEING THE LANDS OF MIMOSA, L.L.0 AS RECORDED IN DEED BOOK SULL/VAN, W/LL/AM EDWARD & ✓OHN A F 1980 PAGE 239, AMONG THE LANDS RECORDS OF ALBEMARLE COUNTY, VIRGINIA AND HAVING A /\ D.B. 1095 PG 237 PARCEL ID 06100-00-00.120JO PER THE DEPARTMENT OF ASSESSMENTS. / \ N 3,917P/N- 06100-00-00-120 29 ° , 4L70 � 2. AREA = 57.240 SQUARE FEET OR 1.314 ACRES (M) OR 1.32 ACRES (R) 3. LOCATION OF ALL UNDERGROUND UTILITIES ARE APPROXIMATE, SOURCE INFORMATION / \ , N 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. LANDS N/F MPS, INC. 4. APPROXIMATE LOCATION OF UNDERGROUND UTILITIES ARE SHOWN PER PRIVATE UTILITY D.B. 5476 PG- 471 \ 1/�,! v, < E MARKOUT PERFORMED BY INSIGHT ON 04/12/2021 AND FIELD LOCATED WITH CONVENTIONAL O 0 FIELD SURVEY METHODS UNLESS OTHERWISE NOTED PIN.- 06100-00-00-72000 c Tn / Z 5. THIS SURVEY WAS PERFORMED IN THE FIELD ON 04/13/2021 AND UTILIZING THE REFERENCE N47°25'41 "E / O DOCUMENTS AS LISTED HEREON AND DEPICTS BUILDINGS, STRUCTURES AND OTHER / IMPROVEMENTS. 150.00' (M) N+9 m 4 6, ELEVATIONS ARE BASED ON NAVD88 DATUM DETERMINED BY GPS OBSERVATIONS. N52049'040E _ S 7. THE PROPERTY IS LOCATED IN OTHER AREAS ZONE X (AREAS DETERMINED TO BE OUTSIDE 150.00'(R) \_ \ APPROX/M4TE LOG7AON Of � THE 0.2% ANNUAL CHANCE FLOODPLAIN) PER MAP ENTITLED -FIRM, FLOOD INSURANCE RATE MAP, - _ _ - A'OffMAW M4/NT6ZOC4, EASEMENT ALBEMARLE COUNTY, VIRGINIA AND INCORPORATED AREAS AND THE INDEPENDENT CITY OF - _ DB 670 PG F CHARLOTTESVILLE. PANEL 278 OF 575", MAP NUMBER 51D03CO278D. WITH A MAP EFFECTIVE DATE \ 75 OF FEBRUARY 4, 2005. FENCE IS tO.7' SOUR/ OF f 8. NO SURVEY OF SUBTERRANEAN STRUCTURES OR INTERIOR SPACES SUCH AS FOOTINGS, FOUNDATIONS, VAULTS OR BASEMENTS WAS PERFORMED AS PART OF THIS LAND SURVEY, AND THIS PLAN SHOULD NOT BE CONSTRUED AS CERTIFICATION TO THE EXISTENCE OR LOCATION OF THE SAME. 9. THERE IS NO RECENT EVIDENCE OF EARTH MOVING WORK, BUILDING CONSTRUCTION OR4�- BUILDING ADDITIONS OBSERVED IN THE PROCESS OF CONDUCTING THE FIELDWORK. '/ REAAR -� LANDS N/F 10. THERE ARE NOT ANY CHANGES IN STREET RIGHT OF WAY LINES EITHER COMPLETED OR FOUND -- -' _ CHARWRESOUF ALBEMARLE PROPOSED, AND AVAILABLE FROM THE CONTROLLING JURISDICTION AND THERE IS NO EVIDENCE - / - I.-� +' 1 RENTAL PROPEiWY-S LLC 8 0Je d / % a Af °OBa a l' J cbr dP °°�, NIGPi 2 'm PM1, r Dom. GREENFIELD LN pt0 w.p M1'ER6 OR 4 •. UA J efahy viOim HEART 1 p0� F,n 5,+,,..,n qR w 0111 5 1p U k 00 1 C 'SITE o M4L(S �f vpRf37 C71P�� 901 uv,,:.n o4 � (qO. S C Rnln Hce le y,0 as 1p'O ° a ° i vAR- °a (°C> ` r ti 3 d� sa,,,•= wu w4 f19 p ` /k 9s EXETER CT tir 3 0 F ye °¢ OpREE 5�47 y°a aP _ D,,,,,,n�.,n,i °a LOB SYCAMORE CT --,:N RD PKEFIELS PSI �O(-( Lv ,i Ii s oa -1 LOCATION MAP OF RECENT STREET OR SIDEWALK CONSTRUCTION OR REPAIRS OBSERVED IN THE PROCESS OF / SCALE: 1-=2000' CONDUCTING THE FIELDWORK. (!' ) GRAD£[ AND PAIiEMENT _ D.B. 00 L E G E N D - REMNANTS P/N.' 06100-00-00-12-120P0 � 11. TREES 31NCHES DBH AND LARGER SHOWN HEREON WERE FIELD LOCATED BY BOHLER ON 04113/2021. ` • ♦ EXISTING CONTOUR ® WATER METER `�- � ♦ GN 12. THERE ARE NO GAP/GORES OR OVERLAPS BETWEEN THE RIGHT-OF-WAY LINES OF - (� GN X 12J.45 EXISTING SPOT ELEVATION GAS METER SEMINOLE TRAIL AND THE SUBJECT PARCEL = NiY� ��-'� h / _ g y SIGN 13. PARKING: /'- tT ?� X TC 12J 45 EXIST. TOP OF CURB ELEVATION - W�00 STEPS 1t ` ` 43 STANDARD MAIL BOX 2 ADA \�\ -_ _ _'J'✓_'_' LANDS OF p. -%ps X C 12295 EXIST. GUTTER ELEVATION BOLLARD 45 TOTAL SPACES r - - --- -- /+ 6`• � X EP 12.745 EXIST. EDGE OF PAVEMENT ELEVATION \ ,/�/\� MIMOSA L. L. C. F "v FENCE 14, THERE ARE NO VISIBLE ENCROACHMENTS EXCEPT AS SHOWN ON THE SURVEY AND LISTED \ I- � - ''�� ' \\ ♦ AP d'O m WATER VALVE BELOW. ENCROACHMENT IS A LEGAL CONDITION, NOT A MATTER OF SURVEY AND, AS A RESULT. \ - „ -- D. B 1980 RG. 239 \ � , -Opp ai c� AREA LIGHT THERE MAY BE OTHER POSSIBLE ENCROACHMENTS AFFECTING THE PROPERTY THAT ARE NOT p O pH OVERHEAD WIRES SHOWN. FENCELINE ALONG NORTHWEST LINE I / / \ AREA. 1. 32 AC. (R) ;� �� CLEAN OUT \ C APPROX. LOC. UNDERGROUND CABLE LINE PER UTILITY MARKOUT" BUILDING ALONG SOUTHWEST LINE \. _ 0 2J9 / _ 57,, 240 S.F. 1. 314 ACRES �M) :.� PAINTED ARROWS SHED ALONG SOUTHWEST LINE 296- \ - ( ,1 6' APPROX. LOC. UNDERGROUND GAS LINE PER UTILITY MARKOUT 15. PROPERTY HAS ACCESS ALONG SEMINOLE TRIAL-U.S. ROUTE. 29. - \ I ! 570RSFRAM[ f�(, P1N.' 06100-00-00-120✓D UP NO/�2jO_ _ � \ ✓r APPROX. LOC. UNDERGROUND WATER LINE PER UTILITY MARKOUT %: �� DENOTES PARKING SPACE COUNT SUBJECT BOHLRO WAS NOT MADE AWARE OF ANY WETLAND DELINEATION PERFORMED ON THE �BENCHAfARK \\ �1040 L- APPROX. LOC, UNDERGROUND ELEC. LINE PER UTILITY MARKOUT SUBJECT PROPERTIES AND THERE WERE NO WETLAND FLAGS OBSERVED AT THE TIME OF THE - 0G 40 .127 GUY WIRE 1 S1DRY FR4ME FIELD SURVEY. A PHASE 1 REPORT WAS NOT PROVIDED. APPROX. LOC. SAN. LATERAL PER UTILITY MARKOUT - TREE (SIZE AS NOTED) / \ \ (TYP.) TYPICAL PLUS OR MINUS BCOG /S t.1' \ SOUTHWE1ST- TITLE NOTES: ,UF l M/ MEASURED If `/ _ \c \ (R) RECORD THIS SURVEY IS PREPARED WITH REFERENCE TO A COMMITMENT FOR TITLE INSURANCE SHED /S t07' / G \ PREPARED BY COMMONWEALTH LAND TITLE INSURANCE COMPANY COMMITMENT NO. DC2100643, SOUTHWEST WITH c+ / .b8\ \ 05 TITLE REPORT EXCEPTION 4 WITH A CMMITMENT DATE OF MARCH 26, 2021. OUR OFFICE HAS REVIEWED THE FOLLOWING OF f / - CLEARANCE _ G c /jj BENCHMARK B4R SURVEY RELATED EXCEPTIONS IN SCHEDULE B, PART II: '\^\\\ i \\ Qo PROP. CORNER TO BESET 60 1 \ TERMS, PROVISIONS, CONDITIONS, AND EASEMENTS CONTAINED IN EASEMENT GRANTED ♦UHR41 /('��(\ VIRGINIA ELECTRIC AND POWER COMPANY RECORDED IN DEED BOOK 271. PAGE 414: MAY ♦ ';; _I THRU G ® // `-CURB INLET -�- UTILITY POLE AFFECT THE SUBJECT PROPERTY, VAGUE AND INSUFFICIENT INFORMATION IN THE RECORD \ MENU F \ AppROX/ 'T LOCApON Of // RJ,UI=Sp2, DOCUMENT. A POLE LINE CROSSES THE SUBJECT PROPERTY AND IS SHOWN. \( _ 0- \ m £XISMV UAL/TY EASEMENT // /NV 495.50 ELECTRIC METER 4594 PG 15 / 73 TERMS, PROVISIONS, CONDITIONS, AND EASEMENTS CONTAINED IN EASEMENT GRANTED � \ C \ / O ELECTRIC BOX VIRGINIA TELEPHONE AND TELEGRAPH COMPANY RECORDED IN DEED BOOK 278, PAGE 28; MAY G 'P'- AFFECT THE SUBJECT PROPERTY, VAGUE AND INSUFFICIENT INFORMATION IN THE RECORD I I h \ \ # <"0' / ' 47 / ® SANITARY MANHOLE DOCUMENT. A POLE LINE CROSSES THE SUBJECT PROPERTY AND IS SHOWN. 6P• _ c+ / f\ J STORM DRAIN MANHOLE 8. TERMS. PROVISIONS, CONDITIONS, AND EASEMENTS CONTAINED IN EASEMENT GRANTED LBEMARLE COUNTY SERVICE AUTHORITY RECORDED IN DEED BOOK 1315, PAGE 263: MAY - \ AFFECT THE SUBJECT PROPERTY, THE INCLUDED PLAT IS NOT READABLE. p� 4.9' 9J. TERMS, PROVISIONS, CONDITIONS, AND EASEMENTS CONTAINED IN EASEMENT FOR SLOPE �%b �O• `^' 1^� \ \\\ AZ4N5 / BENCyM4RK MAINTENANCE AS SHOWN ON PLAT RECORDED IN DEED BOOK 670, PAGE 275; AFFECT THE 1 3` X-C1/7 /N S19L7YACK SUBJECT PROPERTY, APPROXIMATE LOCATION OF EASEMENT IS SHOWN. s� c\�� a•,,, \f, ETtI!=500.20 1105 OO TERMS. PROVISIONS. CONDITIONS, AND EASEMENTS CONTAINED IN EASEMENT FOR DRAIN �� \ 1 5700' 8AX)V INLET AND PIPE TAKEN BY THE COMMONWEALTH OF VIRGINIA BY CERTIFICATE RECORDED IN - AD - CURB /MET DEED BOOK 1277, PAGE 279, CONFIRMED BY ORDER RECORDED IN DEED BOOK 1298, PAGE 370: O BU/1D/MF iYEND)'-S� o. NO ACCESS / - 6+ AO \ 2 J' J,J51 SF. I RIM=49J95 MAY AFFECT THE SUBJECT PROPERTY, REFERENCED HIGHWAY PLAT BOOK XI, PAGES 350 & 351 y7 O• \ / NOT PROVIDED. M S4 O• \ N/TAl%' ANHOLE LANDS N/F 2.0 o NO Aa'ESS 6 O1 RIGHTS ASSOCIATED WITH UTILITY POLES AND OVERHEAD UTILITY LINES AS SHOWN ON S S C ACOU/S/TIONS /NC. - i RIM=4945.9 / P' S 1V1TARP MANHOLE PLAT RECORDED IN DEED BOOK 445, PAGE 399; THIS DOCUMENT DOES NOT CONVEY RIGHTS OR D.B. 1429 PG J_T0 (,>" ,`�'y� o RMA�05 CREATE EASEMENTS. P/N,' 06100-00-00-12001 ` / / /I" G " CURB INLET I2 TERMS, PROVISIONS, CONDITIONS. AND EASEMENTS CONTAINED IN EASEMENT(S) AND IGHTS GRANTED BY CERTIFICATE OF TAKE RECORDED IN DEED BOOK 4594, PAGE 14: AS AMENDED BY AMENDED CERTIFICATE OF TAKE RECORDED IN DEED BOOK 4935, PAGE 537 IN THE CLERK'S OFFICE OF THE CIRCUIT COURT OF ALBEMARLE COUNTY, VIRGINIA; AFFECT THE SUBJECT PROPERTY, EASEMENTS ARE SHOWN. TITLE DECRIPTION 0 IRON` s DDD�� APPROX/Il4TE LOCAAON OF FOUND \ CO C/ G / / / PERM4NENT DRAINAGE EASEMEN ALL THAT CERTAIN LOT OR PARCEL OF LAND, TOGETHER WITH ALL IMPROVEMENTS THEREON ' _- J9 / (, OB 4594 PO 25 AND APPURTENANCES THERETO BELONGING, CONTAINING 1.32 ACRES, MORE OR LESS, SITUATED - 1. ON THE WEST SIDE OF U.S. HIGHWAY NO.29, IN THE CHARLOTTESVILLE MAGISTERIAL DISTRICT OF _ _(0 p9 • ALBEMARLE COUNTY, VIRGINIA, WITH A FRONTAGE ON SAID HIGHWAY OF 153.15 FEET, AND RUNNING BACK BETWEEN PARALLEL LINES 366 FEET ON THE NORTHWESTERLY SIDE AND 396.9 FEET ON THE SOUTHWESTERLY SIDE TO A REAR WIDTH OF 150 FEET, AS SHOWN ON A PLAT i THEREOF MADE BY WILLIAM S. ROUDABUSH, JR., DATED JUNE 17, 1968, OF RECORD IN THE =';' V� CLERK'S OFFICE OF THE CIRCUIT COURT OF ALBEMARLE COUNTY, VIRGINIA, IN DEED BOOK 445, / IDOT ©U PAGE 399. : UAWr 64EMEM t 0 1 D-6 4594 PG 14 / \ D.B. 49J5 PG. 5T7 Z" \♦ , ,.y_ CURB INLET RIM=492.61 INv=4BBe c, S35°47'16"W A�JO��o,' 153.15 (M) N J917,125 ' � S41010'39"W 1 N 3,9>7 0 /w o 153.15' (R) LANOS N/ F \ r� G/ 0 P�gSQ �0 \Q� \ �, \ W/LCONESS LLC, / G L UTILITIES: D.B .i6B2 PG. 130 Up py� c / 4c / STORM AGNNNOLE4W8 THE FOLLOWING COMPANIES WERE NOTIFIED BY DELMARVA MISS UTILITY P/N• 06100-00-00-12000 TR1N5 6 RIM= /NV B=48404. c� B6 SYSTEM (1-800-562-7001) AND REQUESTED TO MARK OUT UNDERGROUND % 7' Av 14=4511 FACILITIES AFFECTING AND SERVICING THIS SITE. THE UNDERGROUND UTILITY UP NO/ pg Dfr iS! 'xI WV ` INFORMATION SHOWN HEREON IS BASED UPON THE UTILITY COMPANIES �-. ��+- - -(W 0HS,WTAW MANHOLEG NO ACCESS RESPONSE TO THIS REQUEST. SERIAL NUMBER(S): A008301604-0OA to g RIM=494.51 CURB INLET R/M=494 !9 UTILITY COMPANY LOCATE STATUS PHONE NUMBER INV 488.99 ALBEMARLE-WATER&SEWER MARKED (434)531-0714 UP W/ G RIVANNA-WATER & SEWER NO CONFLICT (434) 906-2620 TRANS NO/" CENTURYLINK MARKED (801)364-1063 COMCAST NO CONFLICT (804) 562-3861 / FIBERLIGHT MARKED (240) 315-9817 MCI MARKED (800) 289.3427 OWEST GOVERNMENT MARKED (703) 387-9152 V' DOM ELEC MARKED (804) 385.1 126 / 20 10 5 0 21-1 CHARLOTTESVILLE GAS MARKED (ON) 921-2516 FOR INFORMATIONAL PURPOSES ONLY 1 REVISED CERTIFICATION CJT 05/26/2021 No. DESCRIPTION OF REVISION BY: DATE TO THE REINALT-THOMAS CORPORATION, A MICHIGAN CORPORATION, HALLE PROPERTIES, L.L.C, AN ARIZONA LIMITED LIABILITY COMPANY, MIMOSA L.L.C., A VIRGINIA LIMITED LIABILITY COMPANY AND COMMONWEALTH LAND TITLE INSURANCE COMPANY: THIS IS TO CERTIFY THAT THIS MAP OR PLAT AND THE SURVEY ON WHICH IT IS BASED WERE MADE IN ACCORDANCE WITH THE 2021 MINIMUM STANDARD DETAIL REQUIREMENTS FOR ALTA/NSPS LAND TITLE SURVEYS, JOINTLY ESTABLISHED AND ADOPTED BY ALTA AND NSPS, AND INCLUDES ITEMS 1, 2.14, 5, 7(A), 7(B)(1), 7(C), 8, 9. 10, l l(B), 13, 14, 16, 17, 18, 19, & 20 OF TABLE A THEREOF. THE FIELD WORK WAS COMPLETED ON APRIL 13, 2021. PyTH Op Lf�� • o ERIC NISKANEN + Lic. No. 1524-B ERIC K. NISKANEN +A;!'1[J SURV DATE VIRGINIA LICENSED LAND SURVEYOR NO. 1524-B ALTA/NSPS LAND TITLE SURVEY DISCOUNT TIRE CHARLOTTESVILLE 1636 SEMINOLE TRAIL CHARLOTTESVILLE MAGISTERIAL DISTRICT ALBEMARLE COUNTY, VIRGINIA =1_E NO 12825WORLDGAT=_DR14E SV211201 B 0 H L E R :,I H�"�� corn DATE 04l20(21 •ui-- .�pYaTCN,l/AMNbV YORK NETRCM WARREN. WMWILACEL=NIASWMERN NJM LEHPGH VAAEY, PAM SOUTWDSTEAN P, •s _T iC■&XMiiNNSAriANDBNORiNERNVWGINLANWA5-0NGTLN,CCDCENTMVW.,NIABC RLO-fE,WNRAMGH% FIELD DATE CREW CHIEF DRAWN I REVIEWED I APPROVED SCALE DWG. NO. 04/13/21 JK/WL CJT EKN JSF I 1" = 20' C-201 0 W w z 0 0 w \ LANDS N/F S�9 SULLA7AN, WILL/AM EDnARD & ✓OHN A F \ / D.B. 1095 PG. 2J7 PIN.- 06100-00-00-120W0 ZONED. HC�H/GHWAY COMMERC/ALA , \ / \ US COMMERC/AL , / \ A)`,3917,490 hp9 o , IN 1 0 MPS, INC. D.B. 5476 PG 471 xJ//X HC (H/CHWAY COMMERCP/N. 06100-00-00-12000 �EXLSnNG 7REES \ - (SR) (�) D. /AL� �', oz/o, ; W E ZONED. % USE.• WAREHOUSE / 1 I� r �faa� 55 , oIL000o, v, - /----------- 0 �— r- 1 �/h 1 VP06 ________________________________________ / 1 /�� h\0 \ \ J SZOPEX%E EASEMENT - -- -- 1 EX. FENCE <>%'-,� -'' �- h� OB 670'PG 0175 / \ \so \ (TBR) /S f0.7' I _ 50 1 \------- \� \ SoUTN OFF S ---111 T 'i . xa ` .- `` --- / x \ _ Spa 506' \ LANDS OF \ 1 \ \ = I - `1' `: - --- / / MIMOSA, L.L.C. s� . \ O / --`------------- `�C3 S WOOD IVA4L TBR 1 �\ / D.B. 1980 PG. 239 -- /( ) JOB --- / 1.32 AC. (R)) SRN, 1 \ / 57,240 S.F. 1.314�ACRES (M) \` —505- PIN: 06100-00-00-120JO \ x --- LANDS AF EX/S ' CHARLOTTES//LLELBEMARLE I/_ xy� RENTAL PROPERTY-5 LLC ----------------- -x G D.B. 5040 PG. 206 \ J1 ,/ PIN- 06100-00-00-120PO I GRAIEC AND PAV£MENT ,' / \ hp / \ \' -!( ZONED. HC�H/CHWAY COMMERC/ALA � (reR) / x figf9 r� LV RLMNANIS T r % . CO - I /AL s/ v�"S�xtita EX/SANTREES (TBRJ / v �� (7)P) v - \ _� \ EX/SUNG IREE5 (TBR) l / " ii�' �� .� ®cm ` \ "19DECKMRJ / /; `�y� /'' `` / � • / r r r 1 0 1 \ (79R) i i / �\ h� 1,'' /1,'' \ 500 / MIN z `--- ----jv Ic It it A i I 1 09, IEXISTAG 7REES RJ J \ \ pi ' < \� STRIPING 1 .SOJ10', \ ; 1 STOR/RAME (TBRJ l \ (TBRJ(J " \ v I i azc� �� '� \ v BENCH,1lARK 0 BELp�`�'>64� v A RESET PR% TU 7 3>'PRYF E \ M4G AMILS S CE% \ EX TRANSFORMER �' GGG r / e ELEI =499. >B /j 1 �Osir r �\� 0 1 / ,' i EXIsnNG rREEs (reRJ j �•�,u Q ;'` \`,``. \ \ T \ / Bmc/si>.4\ � ` `�I ( �I - I I,I / ' ---- \ \ \ \ SOUTHWEST /ctsau ` •� STRIP/NGs�2av--- - \ \ OF \ \ o / l( (KINGS /,' l \ l ♦ . \%^' \ 13` FF=513.05 '1 (�RJ I G / r / m\ /. \ - . \•�� ` - \ \ N \\ SH�S i- . \ CURB INLET \� .� ,l r II /A `A v \RIM=50293 `114 SO INWEST I /; I / 1 \ ��`�^_ i / !8 `\., \ INV 495.50 CB4R EXp,/G/ UNDERGROUND IN [Aflw G4S (78R) 4WN v I / " \V `, _ PPROX/MIATECOCADONOF \ ( \ \ 4'4'/-8' \1\ ,/� / G �1 EX. CLEAN \ _ F;Y(ST/NGU /IYEASEMENT / V �� 1 • d i / A� c A\` rT� ��, OUT (79RJ \ �E�� l A� y p CONC. #4LR \ \ \� l \\ �' METER GR -E� .. SpG� o v / '` � \ � ♦ o � / azs \\ Llt ELEC. �o� O f�� `8, / �,e�e � ��`.` ,.`: CONC 1 \1 1 1 I , 1 , I1 I 1 1 , 1 I , 1 1 1 , 1 I 1 1 1 I I I 1 I , 1 I 1 1 1 1 I , 1 1 I '1 I, 1 I 1 I 1 , 1 �I 1 I I 1 I I �1 \ ' It \ \ 1 '1 l U`p`,"�`v w \ \ UNDERGROUND �F\\ / \ \ / ASS RCP / \�\ EXES77NG 7REES (TBRJ\\ K ELEC. R \ , I fMO NOT 4W.97 / \� V BUILDING 7YENPrV �"o�, EX CURB INLET TO � arse J,J51 S.F. (IBR) m R ph SOP / („i o'-,. \ / �C /Tg JQf NO CCESS j Q, �H o R/M=Jut, A R/M-493.95 \ o� \ f - LANbS NSF ', �. ♦ oo v�v /NV=49100 \v CONC CaRB l \. \� Q \\ \ I (SE€ DEMO NOTE 4J /� / & GUTTER S S C ACOUS/TIONS /NC. \ ?? \ \ l po l EX-/ / x M& /�rARY MANyo[E D.B. 1429',PG. J3lR V vv l l ago - \V ox / s/e N07CC€SS \\ 1 CONC. if" (�R )D/N.• 06100-00�00-120Q1 ZONED. HC (H/GHWAK COMMEKC/ALJ \\\ �/ ANS /Nv 49aDG s \` USE. SELF STORAGE ; o \o `� (sEE oEMO NorE 4) J J) oU, L l FX/SANG TREES GINOPY R 1 \ 0 / %r % / PROP S4W CUT aN /RONRUD I�1I/ /I,L, 3 \ 6� /�Qi�✓..! bA� \\ FOUND / \\ \/ / S�peOFl �� / i/CONG� L/OJ / �• / �'494.91If _ i �RJ� �� ✓ / APPROXIMATE LOCATION OF - - ' PERMANENT ORA/NAOE EASEMENT D.B. \,��// ds 4594 PG 15 - Ili - - ------------- ♦ \\ / / t15' NG9 -� 5 \ \�\�( / / / / o� '// A"Y/ V90T JOINT USE /� I/R/IY EASEMENT ___ ______________________-' - zgx--'Sp Oo� /1 / ; ; //^\ / DB 4594 PG 14 --- -`` -- OB 4935 PG 5 — — — — — ------ - �ltff If X4W27 - L \� f l CURB /N ✓/ �1 = - --' 4 / /NV 49 RJ _ - �5 81 /� / / NC. CURB-& GVTTER p ----0q�i-------- -----.\ +vvOp,' \ oo r, l /C<zr / / CONC IPALK (IbR) - O / / pool i•� J / •� / -- 3917,115 day O�G� N J917,115 - / / .y LANDS N/F j �� 6 / STORM 6WNHOLE(7BRJ - ti• WILCOHE55 LLC, \/ l c c o R1Y=494.86 �� \6 b0� I • / " INV B=4B4.85 .\\� D. B J682 PG >30 C ♦ / INV A=48S 1 / y y\ 06100-00-00-120D0V° �a'iRa/• --��/ I / / EX S7REET LV'NT • y�P y1• Nc/ / - (7,9R) CJF �o LEGEND ZONED HC� GHWAY COMMERC/AL) J va o I �� Ep USE.• FUEL STATION z p / /;; / 7Al eoxE(eRL) --.--.--- PROPSAWCUT / uR Na�� DH - ,,� �, \ 'er1 ' ` _'� _ - ��' � `,' � �Lt� - w \GQ�p•F�ti�QQI - - ,-- \�Dn. /-_ RIB R8.9 �A - / )<�✓/ '�/j �"�l U R/M--494.51 LOW —LOW` LIMIT OF WORK PED� o` � � CURB INLET\Q�Q '`\O LOD LOD LIMIT OF DISTURBANCE ta7,�s0 RIV-49419 Q. S GP \ �. / INV-4B699 PR W Qp '� N �CONC WALK OPSA CUT �0 P FIRE 20 10 5 0 20 �I97 ---------- ------------ \ ��V�jc�' w •\ Q `� �\ DEMOLITION NOTES: 1. ALTA/NSPS LAND TITLE SURVEY ENTITLED "DISCOUNT TIRE CHARLOTTESVILLE" PROVIDED BY: BOHLER 12825 WORLDGATE DRIVE SUITE 700 HERNDON, VA 20170 DATE: 01/20/2021 DATUM VCS MAD83/2011 SOUTH ZONE ELEVATIONS: ARE BASED ON NAVD88 DATUM DETERMINED BY GPS OBSERVATIONS 2. ADDITIONAL TOPOGRAPHICAL INFORMATION OUTSIDE OF PROPERTY BOUNDARY IS BASED ON ALBEMARLE COUNTY GIS CONTOURS. 3. WATER/SEWER SERVICES WILL BE REQUIRED TO BE DISCONNECTED PRIOR TO DEMO PERMIT APPROVAL. 4. EXISTING STORM SEWER INVERTS AND PIPIE INFORMATION OBTAINED FROM PREVIOUSLY APPROVED WENDY'S PLAN BY HAMILL AND MCKINNEY ARCHITECTS AND ENGINEERS DATED NOVEMBER 14, 1983. 5. LOCATION OF EXISTING GREASE INTERCEPTOR IS UNKNOWN. 6. CONTRACTOR IS RESPONSIBLE FOR COORDINATING GAS, ELECTRIC, AND TELECOM SERVICES TO THE STORE. 7. CONTRACTOR RESPONSIBLE FOR MAINTENANCE OF PEDESTRIAN/VEHICULAR TRAFFIC DURING CONSTRUCTION ACTIVITIES. 8. CONTRACTOR TO COORDINATE WITH ALBEMARLE COUNTY ON STREET LIGHT POLE RELOCATION FOR MATERIALS, SPECIFICATION, AND PROCESS. CONTRACTOR TO RESET NORTHEASTERN MOST EXISTING STREET LIGHT POLE IF REQUIRED DUE TO SIDEWALK CONSTRUCTION IN THE VICINITY OF THE EXISTING POLE. 9. OVERHEAD UTILITY LINE IS TO REMAIN. IT IS WITHIN CLOSE PROXIMITY TO THE EXISTING BUILDING. CARE TO BE TAKEN DURING CONSTRUCTION AND DEMOLITION. CONTRACTOR TO COMPLY WITH LOCAL, STATE, AND NATIONAL REGULATIONS FOR WORKING WITHIN CLOSE PROXIMITY TO OVERHEAD UTILITY LINE. DEMOLITION / REMOVAL LEGEND DEMOUTIONIREMOVAL NOTE TYPICAL NOTE TEXT _---------------- EASEMENT LINE CONCRETE CURB & -- ---- — — — — — GUTTER UTILITY POLE WITH LIGHT POLE LIGHT TRAFFIC LIGHT UTILITY POLE TYPICAL (_) LIGHT ,4 h" ACORN LIGHT ---�-- TYPICAL SIGN /^\ X� PARKING L COUNTS SPOT IL'S764 OR pnJ ELEVATIONS SAN SANITARY # LABEL 0# STORM LABEL _______ SL_______ SANITARY SEWER LATERAL _______y,_______ UNDERGROUND WATER LINE E _______ UNDERGROUND ELECTRIC LINE 0_______ UNDERGROUND GAS LINE ______-OH _______ OVERHEAD WIRE _______T_______ UNDERGROUND TELEPHONE LINE _-----_0_-----_ UNDERGROUND CABLE LINE STORM SEWER _______S _______ SANITARY SEWER MAIN HYDRANT t`S I SANITARY MANHOLE (�D I STORM MANHOLE yyM WATER ® METER WV WATER VALVE GAS VALVE ® GAS METER LIMITS —LOD LOD— DISTURBANCE ALBEMARLE COUNTY MANAGED SLOPES 0 z EE w w w z F� W W Z W W U) U Fw<z: W U)Z)Q<mZ roof<QQZ oza< az�LU a J OLU I-_ m Im REVISIONS REV DATE COMMENT 1 10/29/2021 PER ISP COMMENTS 2 01/21/2022 PER COUNTY COMMENTS 3 04/08/2022 PER COUNTY COMMENTS Know what's below. Call before you dig. ALWAYS CALL 811 It's fast. It's free. It's the law. NOT APPROVED FOR CONSTRUCTION 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.: V211201 DRAWN BY: DSH CHECKED BY: RTY DATE: 10/29/2021 CAD I.D.: DEMO -2 PROJECT: SITE PLAN DOCUMENTS FOR u1scouNt PROPOSED LOCATION 1636 SEMINOLE TRAIL ALBERMARLE COUNTY CHARLOTTESVILLE, VIRGINIA 22901 BOHLER // 2150 ASHLAND RD. SUITE 200 RICHMOND, VIRGINIA 23146 Phone: (804)893-8200 VA@BohlerEng.com ra_Wll e21 Lic. No. 0402056625 6, 04/08/2022 j SHEET TITLE: EXISTING CONDITIONS AND DEMOLITION PLAN SHEET NUMBER C-203 REVISION 3 - 04/08/2022 ULANDS N/F MPB, INC. D.B 5476 PG 471 PIN 06100-00-00-12000 :% ZONED• HC (H/GHIVAY COMMERCIAL) USE WAREHOUSE UP NO �p0 ♦♦ a v� ti0h 2y, �v j SITE LIGHT F2 tia OP STRIPING FORD LOADING SPACE 0 LANDS /V/F S S C ACQUISITIONS INC. D.H. 1429 PG 330 P/N 06100-00-00-120D1 ZONED: HC (HIGHWAY COMMERCIAL) //C�CC-/� CTrIl7dCF 237 1095 LANDS NS�F SULL/VAN, IVIL�/AM EDl4ARD & ✓OHN A F / D.B. PG. FIN.- 06100-00-00-120W0 ZONED HC rH/GHWAY COMMERCIAL) USE: COMMERCIAL N 3,917480 / i h W 20P VDOT GR-2 / \ JARDRAIL KEYSTONE RETAINING WALL WITH SAFETY RAILING \ COLOR: PALOMINO (MAX. HEIGHT: 4') TO BE DESIGNED BY OTHERS PROP TRASH ENCLOSURE APPROX/MATE LOCATION OF \ (SEE ARCH) SCOPE MAINTENANCE EASEMENT D.R. 670 PG. 0275 o � LANDS N/F CHARLOTTESV/LEE ALBEMARLE RENTAL PROPERTIES ZZC D B 5040 PG 206 10R \ PIN- 06100-00-00-120PO 30R ZONED HC (HIGHWAY COMMERC/AL) \ USE: COMMERC/AL GM 2.TR PROP. WALL MOUNTED SITE LIGHT (SEE ARCH)(TMP) 'f ROP. KEYSTONE RETAINING WALL V COLOR: PALOMINO (MAX HEIGHT: 0.91 op6 BY OTBE HDERSGNED 0 \ ROP. SITE AREA = 1.32 AC (R)1.314 (M) JIC40 \ DELIVERIES ! > STORY FRAME CURB INLET � RIM=502 v � ROP. ELECTRICAL � m 41955093 CABINET (SEE ARCH) / 7,680t SF ROP. WING WALL / D 27 SPACES REQUIRED (SEE ARCH) \ 32 SPACES PROVIDED6 \J INCLUDING 2 ADA \ APPROX/ TE COC477ON OF ' ARAGE '��' EX/ST/N UW17Y EASEMENT / DOORS \ 08/4594 PO 25 / s • �. PROP. ROOF •'sI. /D S/CN MOUNTED i 20, MECHANICAL O o EQUIPEMENT (SEE ARCH) PROP. BOLLARD MOUNTED ADA - PARKING SIGN \ OP. A RAMP PROP. KEYSTONE RETAINING WALL ♦♦ p0 'a WITH RAILING COLOR: PALOMINO ? (MAX. HEIGHT' OBE ESIGNED BY OTHERS O IRON ROD)// FOUND PROP. S=G (R)1.314 (M)ITE AREA 1.32 A i SIGN MOM ® /G 110 VPD WTR O EX. ID SIGN TO BE REFACED.— 20' 00 N 3, 917,125 \ �\ /poP. Si Xsll LANDS N/F �ohop f h / W/LCOHESS LLC, D.B 3682 PG 130 / 1 2 e o� PROP. 2' / CURB T / E \P. � b CG-12 ��._A IWA '',��-•® PN. 06100-00-00- 20D0 ZONED HC (HIGHWAY COMMERC/AL) UGC USE FUEL STAT/ON I % UP N0 �--OH T PEO 1 o y LIVC 6YALK / PROP. CG-12 ROP. RELOCATED ELEC. BOX,\GOi�o/0�` �t1N/TARP MgNHOI F �/ RIY-494.51 S4W CUT Q11P vG�OQ��D CONC CURS & GUTTER 'ARY MANHOLE ET DEMO NOTE 4) S4W CUT N J917,125 EASEMENT 20 10 5 0 20 = 20' SIGNAGE NOTES: SIGNAGE PACKAGE PROVIDED BY: WALTON 10101 REUNION PLACE SUITE 500 SAN ANTONIO, TX 78216 ENTITLED: DISCOUNT TIRE VAC 12457 DATED: 10/15/2021 PROJECT: CID318719-BDG SITE DATA INITIAL SITE PLAN NUMBER SPD202100054 ADDRESS 1636 SEMINOLE TRAIL CHARLOTTESVILLE, VA OWNER MIMOSA LLC PO BOX 7652 CHARLOTTESVILLE, VA 22906 DEVELOPER HALLE PROPERTIES, LLC C/O DISCOUNT TIRE 20225 N. SCOTTSDALE ROAD SCOTTSDALE, AZ 85255 TMP 06100-00-00-120JO JURISDICTION ALBEMARLE COUNTY MAGISTERIAL DISTRICT RIO DISTRICT ZONING PROPOSED USE TIRE SALES EXISTING HIGHWAY COMMERCIAL - HC PROPOSED HIGHWAY COMMERCIAL - HC ZONING OVERLAY DISTRICT AIRPORT IMPACT AREA AND ENTRANCE CORRIDOR SITE AREA 1.32 AC BUILDING AREA 7,680 SF BUILDING AREA PERCENTAGE OF SITE AREA 12.96% MAXIMUM BUILDING HEIGHT 65 FEET PROP. BUILDING HEIGHT 26 FEET (1-STORY) PROP. IMPERVIOUS COVER OF SITE AREA 1.06 AC (80%) PROP. OPEN SPACE 0.26 AC (20%) PARKING REQUIRED 1 SPACE PER EMPLOYEE PLUS 2 SPACES PER SERVICE BAY=(1`15)+(6'2)=15+12=27 SPACES MAXIMUM PARKING ALLOWED: NO MORE THAN 20% THE REQUIRED = (27*120%) = 32 SPACES PARKING PROVIDED 32 SPACES HANDICAP 2 SPACES (1 VAN SPACE) REQUIRED BUILDING SETBACKS FRONT YARD(SEMINOLE TRAIL) MINIMUM SETBACK 10 FEET SIDE YARDS(NORTH AND SOUTH PROPERTY LINES) N/A PROVIDED BUILDING SETBACKS FRONT YARD(SEMINOLE TRAIL) 3 103.9 FEET SIDE YARDS(NORTH AND SOUTH PROPERTY LINES) NORTH: t 35.6 FEET SOUTH t 53.2 FEET REQUIRED LAND BUFFERS FRONT YARD(SEMINOLE TRAIL) N/A SIDE YARDS(NORTH AND SOUTH PROPERTY LINES) N/A HATCH LEGEND PROP BUILDING (SEE ARCH DRAWINGS) BRICK CROSSWALK LEGEND LIGHT DUTY ASPHALT PAVEMENT 8 CONCRETE PAVEMENT o e AREA OF WP-2 OVERLAY -----•---- PROP SAWCUT L0WL04V— LIMIT OF WORK LOD LOD LIMIT OF DISTURBANCE NOTES: 1. SEE SHEET C-102 FOR GENERAL NOTES AND SHEET C-103 FOR LEGEND. 2. VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE ELIMINATED. z EE W W W rn Z F W W Wz W0 Of (DZW W55 jW ~Wax 0 Wz mej>z0Woo rxilD <<ZQ zU)2 W ZFI— ° z a a a~ o Q J z W Z It z o Q > o J af O O W H 0) REVISIONS REV DATE COMMENT 1 10/29/2021 PER ISP COMMENTS 2 01/21/2022 PER COUNTY COMMENTS 3 04/08/2022 PER COUNTY COMMENTS Know whars below. Call before you dig. ALWAYS CALL 811 It's fast. It's free. It's the law. NOT APPROVED FOR CONSTRUCTION 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.: V211201 DRAWN BY: DSH CHECKED BY: RTY DATE: 10/29/2021 CAD I.D.: SITE -2 PROJECT: SITE PLAN DOCUMENTS FOR u1scouml PROPOSED LOCATION 1636 SEMINOLE TRAIL ALBERMARLE COUNTY CHARLOTTESVILLE, VIRGINIA 22901 BOHLER " I 2150 ASHLAND RD. SUITE 200 RICHMOND, VIRGINIA 23146 Phone: (804)893-8200 VA@BohlerEng.com Lic. No. 0402056625 04/08/2022 SHEET TITLE: SITE PLAN SHEET NUMBER: C-301 REVISION 3 - 04/08/2022 ff w J LU w 0 LU w r w U EX R.O.W. SEMINOLE TRAIL 2% SIDEWALK OFFSITE LANDSCAPING 1 1 z J w a 0 a O IN SIDEWALK PROP. ON -SITE LANDSCAPING PARKING STALL DRIVE AISLE PARKING STALL C GRADE ABOVE) 5%MAX f- -------------------------- STING GRADE = 528.85 = 500.85 BUILDING FOR INFORMATIONAL/SCHEMATIC PURPOSES ONLY. THIS SHEET NOT TO BE USED FOR CONSTRUCTION, v a 44444444444444444444444444444444 44 44 4 44 a a a a 44 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 II II 4 4 n 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 44 4 4 4 4 4 4 4 4 4 II �L 4n 4�� 4n 4 4 STOP ii tll Ci I o o - - - - - - - - - - - - - _____________ I ----------- zo 10 zo . 1"= 20' W mej x O Im z a LU LU W z I- LU uJ z W19w5W 2 Z W W 2 j W zrC�t=ohm Ewa= wz J>zUwcnO m a Q z Q zcna,2wza~El- °zao Qco J w oco � W z z aQ J o Q Of J F U W I- 0) REVISIONS REV I DATE COMMENT 1 10/29/2021 PER ISP COMMENTS Rom; 2 01/21/2022 PER COUNTY COMMENTS BSc RTY 3 04/08/2022 PER COUNTY COMMENTS BSC RTY Know what's below. call before you dig. ALWAYS CALL 811 It's fast. It's free. It's the law. NOT APPROVED FOR CONSTRUCTION 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.: V211201 DRAWN BY: DSH CHECKED BY: RTY DATE: 10/29/2021 CAD I.D.: SITE -2 PROJECT: SITE PLAN DOCUMENTS FOR DISCUUNt PROPOSED LOCATION 1636 SEMINOLE TRAIL ALBERMARLE COUNTY CHARLOTTESVILLE, VIRGINIA 22901 BOHLER'� 2150 ASHLAND RD. SUITE 200 RICHMOND, VIRGINIA 23146 Phone: (804) 893-8200 VA@BohlerEng.com TH Lic. No. 0402056625 04/08/2022 SHEET TITLE: SITE CROSS SECTION SHEET NUMBER: C-302 REVISION 3 - 04/08/2022 U1% LANDS N/F MPB, INC. D.B 5476 PG 471 PIN 06100-00-00-12000 ZONED• HC (H/GHI�UAY COMMERC/AL) US6 WAREHOUSE 3 a z W z 3 g u, z z 9 0 U SITE LIGHT ti& R3 v� tia OY' tiph 2y, LANDS N/F S S C ACQUISITIONS INC. D B 1429 PG 330 P/N 06100-00-00-120DJ ZONED: HC (HIGHWAY COMMERC/AL) CF/1- CTrU7dCF / LANDS SULL/NV�F / VAN , PULL /AM EDlC & ✓OHN A F / D.B. 1095 10PG. 237 FIN.- 06100-00-00-120W0 ZONED HC rH/GHWAY COMMERCIAL) USE: COMMERC/AL / `�h \ / ROP. KEYSTONE RETAINING \ / WALL WITH SAFETY RAILING COLOR: PALOMINO (MAX. HEIGHT: 4' TO BE DESIGNED BY OTHER S4 ` �0 \ APPROX/MA)E LOOAAON OT \ SCOPE MAINTENANCE EASEMENT D.B. 670 PG. 0275 � LANDS N/F CHARLOTTES /LLE ALBEMARLE �S- RENTAL PROPERT/ES LLC O B 5040 PG 206 A PIN. 06100-00-00-120PO ` ZONED HC -HIGHWAY COMMERC/AL) \ USE: COMMERC/AL ?q, PROP. WALL MOUNTED SITE LIGHT (SEE ARCH) 1 KEYSTONE RETAINING WALL COLOR: PALOMINO (MAX HEIGHT' 0.91 p� BY OTHDERSBE GNED pp' \ B ` DELIVERIES \ s 7,680t SF 27 SPACES REQUIRED / \ " 32 SPACES PROVIDED �y IN $ \J CLUDING 2 ADA ARAGE '��' XST�NG U�%TY E45f IE T DOORS \ 08/4594 PG 25 / C��tJ f 20 o 6 / C \ OP �A RAMP PROP KEYSTONE RETAINING WALL \♦ p0 \ / + a WITH RAILING COLOR' PALOMINO (MAX HEIGHT-4.8') �A TO BSIGNED E OTHERS O IRON ROD — FOUND / / > � srcN LANDS NN/F ICY/LCOHESS LLC, / D. B 3682 PG 130 � ♦ / . ' 0/N 06100-00-00-12000 \ / ZONED HC (HIGHWAY COMMERC/AL) USE FUEL STATION PROP S4W CUT / "—EX F/RE / .�� HYDRANT 1WHOSE COVE E� \ OO PROR HYDRAN� CG-12 VbOT JOINT USE UT/L/TY EASEMENT R.B. 4594 PG. 14 06 4935 PG 5?7 / A ,VV I ET LIGHT TED y y�N CG-12 0 AQ C�o Y� S,4W CUT ESSEMENT SIGN TYPE "A" SIGN TYPE "C" SIGN TYPE "B" NO NO NO PARKING PARKING PARKING OR OR OR STANDING STANDING STANDING FIRE LANE FIRE LANE FIRE LANE STANDARD WORDING WITH AN STANDARD WORDING WITH AN STANDARD WORDING WITH NO ARROW AT BOTTOM POINTING TO ARROW AT BOTTOM POINTING TO ARROW. TWO SIGNS, BACK TO THE RIGHT. ONE SIGN MOUNTED THE LEFT. ONE SIGN MOUNTED BACK MOUNTED PERPENDICULAR PARALLEL TO THE LINE OF PARALLEL TO THE LINE OF TO THE LINE OF CURBING OR CURBING OR PAVEMENT EDGE AT CURBING OR PAVEMENT EDGE AT PAVEMENT EDGE. END OF PAINTED AREA. END OF PAINTED AREA. SIGNAGE SPECIFICATIONS 1. METAL CONSTRUCTION, 12"X18". 2. RED LETTERS ON REFLECTIVE WHITE BACKGROUND WITH 3/8" RED TRIM STRIP AROUND ENTIRE OUTER EDGE OF SIGN. 3. LETTERING ON SIGN TO BE: "NO PARKING OR STANDING FIRE LANE". 4. LETTERING SIZE TO BE AS FOLLOWS: A. NO PARKING AND STANDING -2". B. OR -v. c. FIRE LANE-2112". D. ARROWS VXV SOLID SHAFT WITH SOLID HEAD 1 1/2" WIDE AND 2" DEEP. 5. SIGNS ARE TO BE MOUNTED V FROM GROUND SURFACE TO THE BOTTOM OF THE SIGN UNLESS OTHERWISE DIRECTED BY THE FIRE OFFICIAL. 6. POSTS FOR SIGNS, WHEN REQUIRED, SHALL BE METAL AND SECURELY MOUNTED, UNLESS WRITTEN PERMISSION FOR ALTERNATIVES IS OBTAINED FROM THE FIRE OFFICIAL PRIOR TO INSTALLATION. SIGNS SHOULD BE SPACED AS REQUIRED BY REGULATIONS ABOVE AND AS SHOWN ON THE APPROVED SITE PLAN. 7. OTHER SPECIAL SIGNS MAY BE ALLOWED IF APPROVED IN ADVANCE BY THE FIRE OFFICIAL. FIRE LANE SIGNAGE NOT TO SCALE NOTES: 1. A KNOX BOX WILL BE REQUIRED AND LOCATION COORDINATED WITH THE FIRE MARSHAL OFFICE. 2. SMOKING SHALL BE PROHIBITED IN AREAS WHERE SMOKING MAKES CONDITIONS SUCH AS TO MAKE SMOKING A HAZARD AND THESE AREAS SHALL BE DESIGNATED WITH NO SMOKING SIGNS PER VIRGINIA STATEWIDE FIRE PREVENTION CODE. 3. AREAS WHERE SMOKING CAN OCCUR, SHALL HAVE APPROPRIATE RECEPTACLES FOR DISCARDED SMOKING MATERIALS PER VIRGINIA STATEWIDE FIRE PREVENTION CODE. 4. PER THE VIRGINIA STATEWIDE FIRE PREVENTION CODE, VEHICULAR ACCESS FOR FIREFIGHTING SHALL BE PROVIDED AT ALL CONSTRUCTION AND DEMOLITION SITES, PROVIDE ACCESS TO WITHIN 100 FT OF TEMPORARY OR PERMANENT FIRE DEPARTMENT CONNECTIONS, AND HAVE NO OVERHEAD WIRING OR OTHER OVERHEAL OBSTRUCTIONS LOWER THAN 13 FT 6 INCHES: THIS ACCESS MAY BE VIA 5. CONTRACTOR SHALL ENSURE THE STREET NUMBERS ARE ALWAYS PLAINLY VISIBLE FROM THE FRONTAGE STREET DURING CONSTRUCTION PER THE VIRGINIA STATEWIDE FIRE CODE. 6. AN APPROVED WATER SUPPLY FOR FIREFIGHTING OPERATIONS SHALL BE IN PLACE AVAILABLE AS SOON AS COMBUSTIBLE MATERIALS ARRIVE ON SITE. 7. WASTE AND COMBUSTIBLE DEBRIS SHALL BE REMOVED FROM THE BUILDING AT THE END OF EACH DAY AND DISPOSED OF IN ACCORDANCE WITH THE VIRGINIA STATEWIDE FIRE CODE. 8. FIRE EXTINGUISHERS SHALL BE PROVIDED, WITH NOT LESS THAN ONE APPROVED FIRE EXTINGUISHER AT EACH STAIRWELL, ON ALL FLOOR LEVELS WHERE COMBUSTIBLE MATERIALS HAVE ACCUMULATED, IN EVERY STORAGE AND CONSTRUCTION SHED AND IN AREAS OF SPECIAL HAZARDS, SUCH AS WHERE FLAMMABLE AND COMBUSTIBLE LIQUIDS ARE STORED OR USED, IN ACCORDANCE WITH THE VIRGINIA STATEWIDE FIRE CODE. 9. OPERATIONS INVOLVING THE USE OF CUTTING AND WELDING SHALL COMPLY WITH THE VIRGINIA STATEWIDE FIRE PREVENTION CODE AND SHALL REQUIRE A PERMIT FROM THE ALBEMARLE COUNTY FIRE MARSHAL'S OFFICE. LEGEND PAINTED YELLOW CURB TO DESIGNATE FIRE LANE UNPAINTED CURB OA FIRE LANE SIGN TYPE "A" OFIRE LANE SIGN TYPE "B" OFIRE LANE SIGN TYPE' LEGEND --•--•--- PROP SAWCUT —LOW--LOW— LIMIT OF WORK LOD LOD LIMIT OF DISTURBANCE O z w w LU rn Z F of LU W z M0 0of (O ZLLU LU 5: LU ~wax 0 wz > z U w 0 0 U) Z) M a Q z Q zU)MLUzFE- ° zof< 0 Q J Ofz < z a > o J of O O LU H REVISIONS REV DATE COMMENT 1 10/29/2021 PER ISP COMMENTS 2 01/21/2022 PER COUNTY COMMENTS 3 04/08/2022 PER COUNTY COMMENTS • Know whars below. Call before you dig. ALWAYS CALL 811 It's fast. It's free. It's the law. NOT APPROVED FOR CONSTRUCTION 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.: V211201 DRAWN BY: DSH CHECKED BY: RTY DATE: 10/29/2021 CAD I.D.: SITE -2 PROJECT SITE PLAN DOCUMENTS FOR Dlscolimit PROPOSED LOCATION 1636 SEMINOLE TRAIL ALBERMARLE COUNTY CHARLOTTESVILLE, VIRGINIA 22901 BOHLER " I 2150 ASHLAND RD. SUITE 200 RICHMOND, VIRGINIA 23146 Phone: (804)893-8200 VA@BohlerEng.com rv: ALTH ejZ Lic. No. 0402056625 Vl 04/08/2022 SHEET TITLE: FIRELANE PLAN SHEET NUMBER: 20 10 5 0 20 C — 3 0 3 1"= 20' REVISION 3 - 04/08/2022 RV LANDS N/F MPB, INC. D.B 5476 PG 471 PIN 06100-00-00-12000 W E ZONED' HC (HIGHWAY COMMERCIAL) USE WAREHOUSE W N 2 LiO00-00'e)// 'o 3 9> 3 a u, a z W z 3 65 z z U 10\ a 92 i ti0h LOADING SPACE 0 LANDS /V/F S S C ACQUISITIONS INC. D. B 1429 PG 330 P/N 06100-00-00-120DJ ZONED: HC (HIGHWAY COMMERCIAL) USESELF STORAGE 237 1095 LANDS NS�F / SULL/VAN, IVIL�/AM EDl4ARD & ✓OHN A F / D.B. PG. FIN.- 06100-00-00-120W0 ZONED HC rH/GHWAY COMMERCIAL) USE: COMMERCIAL N 3,917, 480 / h / W / / \ / ROP. KEYSTONE RETAINING \ / WALL WITH SAFETY RAILING COLOR: PALOMINO (MAX. HEIGHT: 4') TO BE DESIGNED BY OTHERS \ PROP TRASH ENCLOSURE APPROX/MA)E LOCATION OE \ (SEE ARCH) SCOPE MAINTENANCE EASEMENT D.B. 670 PG. 0275 Pv o�. LANDS NlF CHARLOTTESVILLE ALBEMARLE RENTAL PROPERT/ES LLC D B 5040 PG 206 \ PIN. 06100-00-00-120PO ` ZONED HC -HIGHWAY COMMERC/AL) \ USE: COMMERC/AL \ ®GM \ 95' • \\ Rh 2y, � 1 ROP. KEYSTONE RETAINING WALL V COLOR: PALOMINO v (MAX HEIGHT: 0.91 \ op6 BY OTHDERSBE GNED 0 \ ROP. SITE AREA = 1.32 AC (R)1.314 (M) %IC40 \ \ DELIVERIES > S/opT / FRAblC 17 °g oo D��aL1Nt ' o \ 7,680t SF / 27 SPACES REQUIRED • 32 SPACES PROVIDED �6 \J INCLUDING 2 ADA ' ARAGE '��' EXS�NG U%TY �SEME T / DOORS 08/4594 PO 25 PROP KEYSTONE --"'- RETAINING WALL \ WITH RAILING 0 COLOR: PALOMINO ? (MAX. HEIGHT: 4.8') TO BE DESIGNED BY OTHERS .v.4."If . PROP. SITE AREA=1.32 AG / (R)1.314 (M) O N 3,917125 / LANDS N/F / W/LCOHESS LLC, D.B 3682 PG 130 PIN 06100-00-00-120DO ZONED HC (HIGHWAY COMMERC/AL) USE FUEL STATION JOINT USE Y EASEMENT 4594 PC.. 14 4935 PG 537 IT ��♦ V ,6ti `V�GQQ 0�00`'90�� `O�P�e SAW CUT N J917,125 / ESSEMENT / a / W WB-67 -Interstate Semi -Trailer Overall Lenggth 73.501ft Overall Wid81 8.500ft Overall Body Height 13.500ft Min Body Ground Clearance 1.334ft Max Track Width 8.500ft Lock -to -lock time 6.00s Max Steering Angle (Virtual) 28.40° VEHICLE DIAGRAM N.T.S. LEGEND — .. — — • — — . — PROP SAWCUT LOW LOW— LIMIT OF WORK LOD LOD LIMIT OF DISTURBANCE O z EE w w w rn zz FW, w W5(Dw>W Z W W U 5 W zrCD—oOfrn Fw<= wz _J>ZUwc40 U) 7 2 Q Q (.9 Q Z(A2wZFH °zD,< o CIL z J 0 U) W Z Z aQ > o J U w H In REVISIONS REV DATE COMMENT DRAwNeY CHECxED er 1 10/29/2021 PER ISP COMMENTS DSH RTY 2 01/21/2022 PER COUNTY COMMENTS BSC RTY 3 04/OS/2022 PER COUNTY COMMENTS BSC RTY • Know what's bIDIOW. call before you dig. ALWAYS CALL 811 It's fast. It's free. It's the law. NOT APPROVED FOR CONSTRUCTION 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.: V211201 DRAWN BY: DSH CHECKED BY: RTY DATE: 10/29/2021 CAD I.D.: SITE -2 PROJECT SITE PLAN DOCUMENTS FOR DISCOUNt PROPOSED LOCATION 1636 SEMINOLE TRAIL ALBERMARLE COUNTY CHARLOTTESVILLE, VIRGINIA 22901 BOHLER " I 2150 ASHLAND RD. SUITE 200 RICHMOND, VIRGINIA 23146 Phone: (804)893-8200 VA@BohlerEng.com raALTH e21 Lic. No. 0402056625 04/08/2022 A SHEET TITLE: TRUCK MOVEMENT PLAN SHEET NUMBER 20 10 5 0 20 C-304 1"= 20' REVISION 3 - 04/08/2022 I 3 a z z c� ao K 9 N 3 W Q N W W 3 a z Z 0 U I '`ANDS N/F 1 MPB, INC. D.B. ',5476 PG. 471 PIN.- 06100-00-00-12000 I 0- HC (1�10HWAY COMMERCIAL) I USE: `WAREHOUSE 1 , 1 , i i 1 I \ 1 � \ 1 1� 1 1 � 11 1 1 \ 1 1 1 o ` o ` ` 1 , 1 1 1 , 1 I 1 1 ` 1 ` 1 ` 1 , �\ 1 1 \ 1 1 1 \ 1 1 'll 1 \'ll 1 1 1 1 1 1 � 1 1 I 1 1 1 1 I 1 i 1 I 1 1 1 I 1 1 1 I 1 I 1 1 1 1 1 1 I 1 , 1 1 1 I1 1 1 1 I I 1 ' 1 ' , 1 , 1 I l ' 1 1 , 1 , 1 , 1 I ` 1 1 , 1 , 1 , 1 I 1 I 1 1 ` 1 `1 1 I`1 1 1 1 I1 1 1 I I 1 1 I 1 I 1 1 1 1 I 1 I 1 1 1 1 1 1 1 1 1 I1 , 1 ' 1 ' 1 i ' I 1 , 1 , 1 i 1 1 i 1 1 I 1 1 I S S C ACOU� D.6. 1429' P/N.• 06100-0 ED.- HC (HIGH; USE.• SELF SULL/VAN, WIL[ D. B. PIN.- 06 ZONED.- HC 4R0 & ✓OHN A F G. 237 -00-120WO Y COMMERCIAL) ERC/AL , PROP. KEYSTONE RETAINING WALL WITH SAFETY RAILING p1 COLOR: PALOMINO (MAX. ,-_5 HEIGHT: 4') TO BE DESIGNED --------__- / �BY OTHERS _- \ / - - - --- -�- ___________ h / - _____ 507 - ' x an / gym".#504- _______________ \ LANDS N F rC 5- _ ___ _____ _______ ,- CHARLOTTESV/LLEAL ENABLE %" oy' x RENTAL PROPERTIES LLC -- - - .--------- _ h D.B. 5040 PG. 206 - 10/N• 06100-00-00-120P0 ZONED.- HC HIGHWAY COMMERC/AL TC 501.35 \ ��, _ - ' ---------- TC500.3 PROP. KEYSTONE�\ RETAINING \\\ RAILING \ COLOR: PALOMINO MAX. HEIGHT 4 \ ( OBE ESIGNED \ BY OTHERS TYy 504.00 7�J\ LJ BW 502.00 \ IRON ROD \ FOUND \ _ 505- PROP. SITE AREA=1.32 `I (R)1.314 / - 5 �/l ------------------ ----- -----' fix 'Spy oy��4 o� -- - ' - - _ 501 / _ l ___ / /----------- - -- ---- --- -- \ / - + ------------------------------ /-------------- , ----- \ sas LANDS-'`. / ; ' /------- --' W/LCOHESS ELE - ---- DD CT6w PG. P30` P/N�06100-b0' 00-11000 ZONED HCGHWAY v ,mys Cf9[ USE. FUEL1 STATIdN, op- / -------------- - - --- R)1.314(M) \\ \\\ ---------- --- I,. \ CURB INLET 0 ------------- RIM=50293 / \ TW497.00 /0-3?6}y� I BW 496.50 1 20' / /%'emu FE DEMO NOTE 4/ S4W CUT TC 497.70 TC 497.95 MEIG 49Z00+ O .00 pO TC 495.80 s .75 `, G 496.00 / O J T -- TC 495.50 C_P0 LPITC 495.25 / ^ ME/G 496.00+ -w / 1 TM 1 A-10 1 y A sicry' 1 `, \\.z,,\ppp � �i�- i�_J N3,917,125 HP/TC 495.50 \ G__ ♦G_� TC 49520 MEJG 495.00t FF N G494.55 494.55 fJ TCIG 494.50 / TC 494.50 / k ME/G 493.95+ c isJ, 6^W.Uj X,. _ MEIG 493.80± PROR_S4YI CUT O�P� J0v -- r' FIRE `a , ") v mRaNT �c. p�' �� zo 10 5 o zo \ GRADING LEGEND EX16T/NGNOTE TYPICAL NOTE TEXT PROPOSED NOTE 120 -------------125------------ CONTOUR LINE TC5169 OR 516d SPOT ELEVATIONS C516.00 TC 516.00 BC 515.55 SAN I LLI SANITARY LABEL SAN # STMe STORM LABEL T # STORM SEWER STORM MANHOLE i O` TYPICAL END SECTION HEADWALL OR ENDWALL �OR� O YARD INLET O CURB INLET MONITORING WELL BORING ® BENCHMARK TEST PIT ADA CONSTRUCTION NOTES TO CONTRACTOR 1. NO SIDEWALK AND/OR CROSSWALK IS TO EXCEED 2.00% CROSS SLOPE. 2. NO ADA PARKING SPACE IS TO EXCEED 2.00% SLOPE IN ANY DIRECTION. 3. NO ADA CURB RAMP IS TO EXCEED 8.33%. 4. THE CONTRACTOR IS RESPONSIBLE DURING THE FORMING OF SIDEWALKS, RAMPS, CROSSWALKS, AND ADA PARKING TO VERIFY THAT ADA COMPLIANCE IS ACHIEVED. PROPOSED ADA AREA TO BE CONSTRUCTED WITH STRIPING ONLY AS EXISTING GRADES BELIEVED TO BE ADEQUATE. CONTRACTOR TO CHECK EXISTING CONDITIONS. 5. IF DURING THAT CHECK ANY NON-CONFORMANCE IS DETERMINED, THE ENGINEER IS TO BE IMMEDIATELY NOTIFIED PRIOR TO POURING CONCRETE AND/OR LAYING ASPHALT. LEGEND -----•---- PROPSAWCUT LOW LOW- LIMIT OF WORK LOD LOD LIMIT OF DISTURBANCE W MIJ x O Im O z Ir W LU LU to Z E_ W W Z W H 0 W z W W W womo-5 W Ur zr01--W xm Fwax wz >z0LU00 mDmaQZQ z U)MLUz FH O z a Q a~ o BE z J 0 0 Z) W z z aQ > o J of U W H rn REVISIONS REV DATE COMMENT DRAWNBY DHE KEDBr 1 10/29/2021 PER ISP COMMENTS DSH RTY 2 01/21/2022 PER COUNTY COMMENTS BSC RTY 3 04/08/2022 PER COUNTY COMMENTS BSC RTY I Know what's below. Call before you dig. ALWAYS CALL 811 It's fast. It's free. It's the law. NOT APPROVED FOR CONSTRUCTION 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.: V211201 DRAWN BY: DSH CHECKED BY: RTY DATE: 10/29/2021 CAD I.D.: GRAD -2 PROJECT SITE PLAN DOCUMENTS FOR u1scouNt PROPOSED LOCATION 1636 SEMINOLE TRAIL ALBERMARLE COUNTY CHARLOTTESVILLE, VIRGINIA 22901 BOHLER " I 2150 ASHLAND RD. SUITE 200 RICHMOND, VIRGINIA 23146 Phone: (804)893-8200 VA@BohlerEng.com ra_Wll e21 Lic. No. 0402056625 6, 04/08/2022 A SHEET TITLE: GRADING PLAN SHEET NUMBER: C-401 REVISION 3 - 04/08/2022 3 F 3 a Z N W 0 3 a z z 0 U /V LANDS N/F MPB, INC. D.B. 5476 PG 471 PIN- 06100-00-00-12000 W E ZONED.- HC (HIGHWAY COMMERC/ALA USE- WAREHOUSE W N O D m 'o \ D� 7RE84R 1 / LANDS N/F SULL/VAN, D.S. AM EDnARD & ✓OHN A F / � D.B. 1095 PG. 237 P/N. 06100-00-00-120{RO ZONED. HCH/GHWAY COMMERC/AL) USE- COMMERC/AL , ° N 3,917480 / A CLOD✓�cc W OP. KEYSTONE RETAINING \ \ W RALL WITH SAFETY RAILING GRATE INLET 41/ �GQ r 4TM Ilrs O9.1 Qp , DI-1A GRATE INLET GRATE INLET 00� Al GRATE C` oy 00> oy PROP. 2" WATER SERVICE LINE PROP. KEYSTONE�c LANDS N/F RETAINING WALL WITH RAILING S S C ACOU/S/T/ONS INC. COLOR: PALOMINO D.B. 1429 PG. 330 (MAX. HEIGHT: 4.8') P/N.• 06100-00-00-120D1 TO BE BOY OTHERS ZONED.- HC (HIGHWAY COMMERCIAL) USE.• SELF STORAGE DOMESTIC WATER SCHEDULE FIXTURE OTY. WSFU TOTAL CW HW WATER CLOSET (FLUSH VALVE) 3 10 30 1" - URINAL (FLUSH VALVE) 2 5 10 3�" - LAVATORY 3 2 6 )1" )¢" MOP BASIN 1 3 3 X2" J¢" LAUNDRY TUB 1 3 3 V h" WATER COOLER 2 0.25 0.50 )2" - HOSE BIBB 1 3.0 3 -y' - WSFU TOTAL 55.50 (50 GPM MAX) 'ALL DETAILS ON THIS SHEET (OR WITHIN THIS FRAME) WERE PROVIDED BY DIALECTIC) AND AR =0R INFORMATIONAL PURPOSES, ONLY. BOHLER SHALL BE HELD HARMLESS IN THE EVENT OF =RRONEOUS INFORMATION CONTAINED WITHIN THESE DETAILS AND/OR STRUCTURAL FAILURE , , , , h h , ROOF DRAIN SCHEDULE Pipe Invert Elev. Length (ft) Slope (%) Dia. (in) Material Upper (ft) Lower (ft) RD-1 497.85 497.76 8.53 1.06% 6 PVC RD-2 497.76 497.33 42.20 1.02% 6 PVC RD-3 497.85 497.75 9.69 1.03% 6 PVC RD-4 497.75 497.35 39.13 1.02% 6 PVC RD-5 497.35 497.23 11.28 1.06% 8 PVC COLOR: PALOMINO (MAX. HEIGHT: 4' TO BE DESIGNED BY OTHERSSANITARY SCHEDULE ® APPROX/MATE LOCAAON OF SLOPE MAINTENANCE EASEMENT D.B. 670 PG. 0275 � STRUCTURE STRUCTURE UPPER LOWER PIPE PIPE PERCENT NUMBER (SAN) TYPE INVERT INVERT LENGTH (FEET) SIZE/ TYPE SLOPE BLDG - CO-3 CLEANOUT 497.85 497.25 13.08 4" PVC 4.59% CO-3 - CO-2 CLEANOUT 497.25 492.58 101.05 4" PVC 4.62% CO-2 - CO-1 CLEANOUT 492.58 491.92 14.11 4" PVC 4.68% CO-1 - EXCO CLEANOUT 491.92 491.59 7.41 4" PVC 4.45% LANDS N F \ CHARLORESV/LLE ALBEMARLE RENTAL PROPERTIES LLC D.B. 5040 PG. 206 PIN- 06100-00-00-120PO ZONED. HC 145f: COY COMMERC/ALA \ US OMMERC/AL Z-1 ®GM /ems - 9;� , •` / ROP. KEYSTONE \ RETAINING WALL ROP. 90' COLOR: PALOMINO BEND `X HEIGHT:0.91 rBE DESIGNED ' BY OTHERS \ ROP. SITE AREA = 1.32 AC (R)1.314 (M) \ 017MOUNII C/o RIM- 02Z 3--�, �f IN11--49550 RD`2 \ / APPROX/ TE LOCATION OF flq� RD-5 \s B/55�4 T/L O. 25EMENT / �4�Os ID S/ON RD4�" STM .> `..•� \ w / A-00 RD-3 UP / CURLECUR -B INNLE'RCF T \\\\ PROP. 8" r. d ✓ `F' 8-20 ROP. 15" CPSTO / FIRE LINE \ TM STM G10 \ PROP. 2" WATER METER p0 PROP. TEE PROR HYDRANT O G ti ♦" LANDS N/F / W/LCOHESS LLC, D.B 3682 PG 130 P/N.• 06100-00-00-120DO ZONED HC (HIGHWAY COMMERC/AL) USE. FUEL STATION UP NO// ON- �--OH OH vnn 1 \ VP lY� TRANS oy / N01 / P� Y/ JRANUPS FDC \ / STI C-2 PROP. PROP 25* BEND / DI-313 - L=6' \ CURB \ INLET � / '/ T�, I / ST %i rT�r J VDOT JOINT USE URL/TY EASEMENT DB 4594 PG. 14 06 4935 PG 537 A- A-10 O o 10 �P'A 4 yo INA CESSANHOLE Q S4Y' CUT `V 0��'tt�Q�y� RIly -Ju�. MANHOLE FE DEMO NOTE 4) S4{Y CUT N J917,125 / ESSEMENT / UTILITY LEGEND EXISTING NOTE TYPICAL NOTE TEXT PROPOSED NOTE SAN SANITARY SAN ILI LABEL STM STORM e LABEL SL SANITARY SEWER °L LATERAL y/r UNDERGROUND WWATER LINE E UNDERGROUND E ELECTRIC LINE G UNDERGROUND G GAS LINE -OH OVERHEAD ^vH WIRE _T UNDERGROUND T TELEPHONE LINE _G UNDERGROUND C CABLE LINE - - - - - - - - - - STORM _ - - - - - - - - - SEWER S SANITARY S SEWER MAIN HYDRANT O SANITARY O MANHOLE D STORM i O` MANHOLE WM ® WATER METER WV x WATER • VALVE El GAS VALVE ® GAS METER TYPICAL END SECTION 0� HEADWALL OR ENDWALL O YARD O INLET CURB INLET O CLEAN O OUT O ELECTRIC O MANHOLE O TELEPHONE O MANHOLE EB ELECTRIC EB BOX EP ELECTRIC EP PEDESTAL ® MONITORING WELL TEST YY PIT UTILITY NOTES: 1. PROPOSED BUILDING IS NOT SPRINKLERED. 2. STORM WITHIN PROPOSED EASEMENT TO BE PRIVATELY MAINTAINED. 3. EX. CLEAN OUT LOWER INVERT OF 491.59 IS ASSUMED AND CONTRACTOR WILL NEED TO VERIFY THAT THE INVERT WORKS. IF EXISTING INVERT IS HIGHER THEN CONTRACTOR CAN DECREASE SLOPE UP TO 2.08%. SUBMIT ANY CHANGES OR DISCREPENCIES TO BOHLER ENGINEERING IN WRITING. 4. REQUIRED FIRE FLOW FOR THE BUILDING IS 1,000 GPM. TEST PIT NOTE: 1. CONTRACTOR TO TEST PIT 2 FEET BELOW PROPOSED UTILITY OR UNTIL EXACT LOCATION OF EXISTING UTILITY IS IDENTIFIED AND SUBMIT ANY DISCREPENCIES TO BOHLER ENGINEERING IN WRITING. LEGEND --•--•--•- PROPSAWCUT -LOW--LOW- LIMIT OF WORK LOD LOD LIMIT OF DISTURBANCE W 2 O m 0 z 0_ W W W U) Z F 0_ W Z W H W (DzWw�jw z 5: CD 1= WO (n FWQ= Wz -j>zUWcn0 U) 7 m Q Q z Q zU)M zFE- °zEt Q J 00 W z z o- Q > aJ U W H REVISIONS REV DATE COMMENT 1 10/29/2021 PERISPCOMMENTS 2 01/21/2022 PER COUNTY COMMENTS IB 3 04/OS/2022 PER COUNTY COMMENTS • Know what's below. Call before you dig. ALWAYS CALL 811 It's fast. It's free. It's the law. NOT APPROVED FOR CONSTRUCTION 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.: V211201 DRAWN BY: DISH CHECKED BY: RTY DATE: 10/29/2021 CAD I.D.: GRAD -2 PROJECT SITE PLAN DOCUMENTS FOR u1scouNt PROPOSED LOCATION 1636 SEMINOLE TRAIL ALBERMARLE COUNTY CHARLOTTESVILLE, VIRGINIA 22901 BOHLER " I 2150 ASHLAND RD. SUITE 200 RICHMOND, VIRGINIA 23146 Phone: (804)893-8200 VA@BohlerEng.com Lic. No. 0402056625 04/08/2022 SHEET TITLE: UTILITY PLAN SHEET NUMBER: 20 10 5 0 20 C - 5 0 1 1 "= 20' REVISION 3 - 04/08/2022 496 N z Z 3 w w J Z N w z 3 a N z z 3 9 U No in dig=3917115.9129 'Eas8ng=11490074.6943 510 500 490 T P OR GRADE I I- PROP.8" DIP WATER MAIN � Z0� W f f W mc m� _> ciao > H CD �O"1of of > of �0°o o�NZ O 10+00 10+50 11+00 PROPOSED WATER PROF/LE SCALE: 1"=50' HORIZONTAL 1 "= 5' VERTICAL 510 500 490 510 500 490 20 10 5 0 20 1'= 20' STM STM A STM STM Ado A-50 \ A$0 STM STM A-30 / \\ A-70 A�0 PROP. GRAD / \ r 1 EX. GRADE 88.69' -15" ' 3 .66' - 10 Y HGL 39.99 - 1 RCP 15" RCP 30 DO'- 15" RCP @ 0.56° @ 0.54% 15 RCP @ 0.50% @.50% 80.00'-48'CMP Ca 0.00% 0 o t? h (O V N N N C7 CJ ui C7 U' G� CDC = 0oiw C7 oe�� CD CD o aaZp ad a Zp °c n. uiZ v auiZp a�Z C) 7 7 2EEz REZZ mEE—K MEE 10+00 10+50 11+00 11+50 12+00 12+50 PROPOSED STNPROF/LE(A 30 TO SCALE: 1"= 50' HORIZONTAL V= V VERTICAL 510 WATERLINE PROFILE NOTE: 1. CONTRACTOR TO TEST PIT AND DETERMINE IF WATERLINE VERTICAL RELOCATION REQUIRED TO AVOID UTILITY CONFLICTS AND CONNECTION. STORM PROFILE NOTES: 1. CONTRACTOR TO VERIFY MANHOLE SIZE PRIOR TO ORDERING STRUCTURES. 500 TEST PIT NOTE: 1. CONTRACTOR TO TEST PIT 2 FEET BELOW PROPOSED UTILITY OR UNTIL EXACT LOCATION OF EXISTING UTILITY IS IDENTIFIED AND SUBMIT ANY DISCREPENCIES TO BOHLER ENGINEERING IN WRITING. 490 W mi x O Im z EE w w w m W z Fw zzwD- LU2WW��W FI.- ohwax wzm � >zUwm 022aQzO 2m<wFQ Ozaz Qao Of J O U) w z z aQ > o J U w H Fn REVISIONS REV I DATE I COMMENT 1 110129/20211 PER ISP COMMENTS I ' 2 I01/21/2022 PER COUNTY COMMENTS sc RTY 3 04/OS/2022 PER COUNTY COMMENTS BSc RTY io Know what's below. Call before you dig. ALWAYS CALL 811 It's fast. It's free. It's the law. NOT APPROVED FOR CONSTRUCTION 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.: V211201 DRAWN BY: DSH CHECKED BY: RTY DATE: 10/29/2021 CAD I.D.: PUTL-2 PROJECT: SITE PLAN DOCUMENTS FOR olscouNt PROPOSED LOCATION 1636 SEMINOLE TRAIL ALBERMARLE COUNTY CHARLOTTESVILLE, VIRGINIA 22901 BOHLER'/ 2150 ASHLAND RD. SUITE 200 RICHMOND, VIRGINIA 23146 Phone: (804)893-8200 VA@BohlerEng.com TH Lic. No. 0402056625 04/08/2022 SHEET TITLE: UTILITY PROFILES SHEET NUMBER: 50 25 12.5 0 50 C r 0 2 1 "= 50' REVISION 3 - 04/08/2022 500 490 T r srM -20 PR P. GRADE \ I E . GRADE RC -15' 8 .00' - 48" CMP @ 0.005 10 YR HGL Q uQ C] QuQ� S� av omOW ��°jhv 10a00 10+50 11+00 500 500 490 490 PROPOSED STNPROF/LE(A->0 TOA 20) SCALE: 1"= 50' HORIZONTAL 1"= 5' VERTICAL N z z 3 w w J z N w W 3 a N z z 3 9 U STM 8-20 STM B-10 PROR GRADE 15.90' - 15"RCP EX GRA @ 0.57% 10 YR HGL � F o S N U rn U m 7 p �> a �?c Of EYE 10,00 10+50 500 500 490 490 PROPOSED STNPROFILE `7 10 TO 520 SCALE: V= 50' HORIZONTAL 1 "= V VERTICAL STM C-10 PROP D STM rfX GRl9f T 62.29-15'RCP @0. % 10 YR HGL 0 m U C7 v 0 ? N m Z m a a Z N Um0o a a 10,00 10,50 11+00 PROPOSED STNPROF/LEX--W TO C SCALE: 1'=50' HORIZONTAL 1 "= V VERTICAL STORM PROFILE NOTE: 1. CONTRACTOR TO VERIFY MANHOLE SIZE PRIOR TO ORDERING STRUCTURES. 500 TEST PIT NOTE: mej 1. CONTRACTOR TO TEST PIT 2 FEET BELOW PROPOSED UTILITY OR UNTIL EXACT LOCATION OF EXISTING UTILITY IS IDENTIFIED AND SUBMIT ANY DISCREPENCIES TO BOHLER ENGINEERING IN WRITING. O 490 Im 50 25 72.5 50 1"= 50' z w W W rn Z F W Z W H O W o Z w w w j W Z 5: (9 t= WO Of r) Fw<= Wz J> z 0 W W 0 7 Q Q z Q z U)M W ZFH- ° zaaa~o Qaf J W U) W Z z aQ J o Q J F U w H U) REVISIONS REV I DATE I COMMENT 1 110129/20211 PER ISP COMMENTS I ' 2 I01/21/2022I PER COUNTY COMMENTS RTY 3 04/08/2022 PER COUNTY COMMENTS BSC RTY • Know what's below. Call before you dig. ALWAYS CALL 811 It's fast. It's free. It's the law. NOT APPROVED FOR CONSTRUCTION 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.: V211201 DRAWN BY: DSH CHECKED BY: RTY DATE: 10/29/2021 CAD I.D.: PUTL-2 PROJECT: SITE PLAN DOCUMENTS FOR u1scouNt PROPOSED LOCATION 1636 SEMINOLE TRAIL ALBERMARLE COUNTY CHARLOTTESVILLE, VIRGINIA 22901 BOHLER'/ 2150 ASHLAND RD. SUITE 200 RICHMOND, VIRGINIA 23146 Phone: (804)893-8200 VA@BohlerEng.com TH Lic. No. 0402056625 04/08/2022 SHEET TITLE: UTILITY PROFILES SHEET NUMBER: C-503 REVISION 3 - 04/08/2022 u, a 0 }U F e T 0 3 I 0 z U N N z 3 w zz w z 3 a N z z 3 9 U 10 YEAR STORM COMPUTATIONS From Point To Point Drain. Area (acres) Runoff Coeff. C CA Inlet Time (min) Rainfall Intensity (inlhr) Q Invert Elev. Length R Slope (%) Dia. (in) n Capacity (cfs) Velocity (fps) Flow Time QI Qfull VI Vfull Vfull Remarks Incr. E Incr. (cfs) Known (cfs) E (cfs) Upper (ft) Lower (ft) Incr. (min) E (min) A-80 A-70 0.20 0.90 0.18 0.18 5.00 6.64 1.20 - 1.20 497.00 496.85 30.00 0.50% 15 0.013 4.58 3.10 0.16 5.16 0.26 0.83 3.73 A-70 A-60 0.24 0.90 0.22 0.40 5.16 6.60 1.45 - 2.64 496.65 496.45 37.37 0.54% 15 0.013 4.74 3.92 0.16 5.32 0.56 1.02 3.86 A-60 A-50 - - - 0.40 5.32 6.55 - - 2.62 496.25 496.05 35.58 0.56% 15 0.013 4.86 4.02 0.15 5.47 0.54 1.02 3.96 A-50 A-40 0.05 0.90 0.05 0.45 5.47 6.51 0.33 - 2.94 495.85 495.65 39.99 0.50% 15 0.013 4.58 3.96 0.17 5.64 0.64 1.06 3.73 A-40 A-30 0.05 0.90 0.05 0.50 5.64 6.47 0.32 1.07 4.30 495.45 494.95 88.69 0.56% 15 0.013 4.86 4.46 0.33 5.97 0.88 1.13 3.96 A-20 A-10 - - - - - - - 8.20 8.20 490.80 490.00 74.03 1.08% 24 0.013 23.58 6.77 0.18 5.18 0.35 0.90 7.51 EX. INV OUT 489.35 B-20 B-10 0.22 0.90 0.20 0.20 5.00 6.64 1.33 - 1.33 492.29 492.20 15.90 0.57% 15 0.013 4.87 3.30 0.08 5.08 0.27 0.83 3.97 B-10 EX-3 0.24 0.51 0.12 0.32 5.08 6.62 0.79 - 2.11 492.00 490.00 24.00 8.33% 12 0.013 10.31 10.19 0.04 5.12 0.20 0.78 13.13 C-20 C-10 0.22 0.90 0.20 0.20 5.00 6.64 1.33 - 1.33 491.25 490.90 62.20 0.56% 15 0.013 4.86 3.29 0.32 5.32 0.27 0.83 3.96 10 YEAR HGL COMPUTATIONS Structure No. Outlet WSE Do (in) Go Lo Sfo (%) Hf JUNCTION LOSS Final H Inlet WSE Top 1 Throat Elev. Inlet Shaping Pre -Cast Structure Junction Loss Reduction Remarks Vo Ho Qi Vi Qi • A ViA212g Hi Angle K Hd Ht 1.3 Ht 0.5 Ht A-80 497.85 15 1.20 30.00 0.03% 0.01 3.10 0.04 0.04 0.05 0.02 0.03 497.88 500.00 Yes Yes Yes A-70 497.45 15 2.64 37.37 0.17% 0.06 3.92 0.06 1.20 3.10 3.72 0.15 0.05 - - 0.00 0.11 0.15 0.07 0.14 497.59 500.00 Yes Yes Yes A-60 497.05 15 2.62 35.58 0.16% 0.06 4.02 0.06 2.64 3.92 10.36 0.24 0.08 90 0.70 0.17 0.31 - 0.16 0.22 497.27 500.50 Yes Yes Yes A-50 496.65 15 2.94 39.99 0.21% 0.08 3.96 0.06 2.62 4.02 10.53 0.25 0.09 - - 0.00 0.15 - 0.07 0.16 496.81 500.45 Yes Yes Yes A-40 495.95 15 4.30 88.69 0.44% 0.39 4.46 0.08 1 2.94 3.96 11.63 1 0.24 0.09 - - 0.00 0.16 - 0.08 0.47 496.42 500.45 Yes Yes Yes A-20 494.09 24 8.20 74.03 0.13% 0.10 6.77 0.18 0.18 - 0.09 0.19 494.28 498.82 Yes Yes Yes B-20 493.20 15 1.33 15.90 0.04% 0.01 3.30 0.04 0.04 0.05 0.03 0.03 493.23 496.90 Yes Yes Yes B-10 490.80 12 2.11 24.00 0.35% 1.20 10.19 0.40 1.33 3.30 4.38 0.17 0.06 - - 0.00 0.46 0.60 0.30 1.50 492.30 494.75 Yes Yes Yes C-20 491.90 15 1.33 62.20 0.04% 0.03 3.29 0.04 0.04 0.05 0.03 0.05 491.95 494.75 Yes Yes Yes 10 YEAR INLET COMPUTATIONS Inlet DA C I Q Qb Qt S Sx n T W SW On Grade Inlets Only Sag Inlets Only Remarks No. Type Length (ft) Drain Area (acres) Runoff Coeff- icient Inten -sity (inlhr) Incr. Flow (cfs) Carry -over Flow (cfs) Accum. Flow (cfs) Gutter Slope (%) Pvmt Cross Slope N Spread On Grade (ft) Gutter Width (ft) W 1 T Gutter Cross Slope N Sw I Sx Eo (App. gC-8) a (in) S1W =a/ (12W) (%) Se=Sx +S'w (Eo) (%) Lt,Comp. Length (9C-17) (ft) L,Spec -ified Length (ft) L 1 Lt E Qi Qb Down Qi d h (ft) d 1 h Ts rev3/29 Eff. (9C-18) Int'x Flow (cfs) Byp. Flow (cfs) Stream Int'x Flow (cfs) Depth (ft) Spread In Sag (ft) Str. B-20 Curb DI-3B 6.00 0.22 0.90 6.64 1.31 0.00 1.31 5.00 0.02 0.00 0.00 8.33 1.00 0.00 0.00 0.00 1.31 0.21 0.46 0.46 4.17 In Sag C-20 Curb DI-3B 6.00 0.22 0.90 6.64 1.31 0.00 1.31 5.00 0.02 0.00 0.00 8.33 1.00 0.00 0.00 0.00 1.31 0.21 0.46 0.46 4.17 In Sag 10 YEAR HEADWATER COMPUTATIONS Structure DA Drainage Area (ac) C Runoff Coefficient 1 Intensity (inlhr) Q 10 Yr Flow (cfs) Head Water (ft) Rim I Invert Elevation (ft) 10 Yr WSE 00 Remarks No. Type A-80 Grate DMA 0.20 0.90 6.64 1.20 0.11 Rim 500.00 500.11 A-70 Grate DI -IA 0.24 0.90 6.64 1.43 0.11 Rim 500.00 500.11 A-50 Grate DI-lA 0.05 0.90 6.64 0.30 0.06 Rim 500.45 500.51 A40 Grate DI-1A 0.05 0.90 6.64 0.30 0.05 Rim 500.45 500.50 B-10 Grate DI-1A 0.24 0.51 6.64 0.81 0.14 Rim 494.75 494.89 50% Clogged mi x O Im z Of w w w U) z Faf w Z W H 0 W 0 z W W W womo-j W z5:0L=oOfm Fw<= wz J> z U w W 0 =M znDQ¢ Q zU)MWzF�- °zow<aM z J 00 Z) w z z aQ J a Q Of J F U w H U) REVISIONS REV I DATE I COMMENT 1 110129/20211 PER ISP COMMENTS I ' 2 I01/21/2022 PER COUNTY COMMENTS B C RTY 3 04/08/2022 PER COUNTY COMMENTS BSC RTY I Know what's below. Call before you dig. ALWAYS CALL 811 It's fast. It's free. It's the law. NOT APPROVED FOR CONSTRUCTION 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.: V211201 DRAWN BY: DSH CHECKED BY: RTY DATE: 10/29/2021 CAD I.D.: CNDS-2 PROJECT: SITE PLAN DOCUMENTS FOR oIscoUNt PROPOSED LOCATION 1636 SEMINOLE TRAIL ALBERMARLE COUNTY CHARLOTTESVILLE, VIRGINIA 22901 BOHLER'/ 2150 ASHLAND RD. SUITE 200 RICHMOND, VIRGINIA 23146 Phone: (804)893-8200 VA@BohlerEng.com TH Lic. No. 0402056625 04/08/2022 SHEET TITLE: UTILITY COMPUTATIONS SHEET NUMBER: C-504 REVISION 3 - 04/08/2022 3 w F Q z N w rn 3 a N z z 0 U If LANDS NS�F s9 SULL/VAN, WILL/AM EDNARD & ✓OHN A F j D.B. 1095 PG. 237 / \ P/N. 06100-00-00-120WO / \ \ ZONED.HC rH/GHWAY COMMERC/ALA / / \ USE COMMERC/ALZ_� , \ `�ANOS N/F I se \ MPB, INC. 71 D. B. 5476 PG 471 \ / PIN- 06P00-00-00->2000 W E ` ZONED. HC (H/GHWAY COMMERC/ALA USE• `WAREHOUSE o L IV �e�� x/ x x x 1 1 --- J01 G xa 4 x cc i coo `7 - �---- 000*, )rll 506 '-------------- i P ;: G RM 5p5 RM �/ - � / E6 ' APPROX/MATE E4CAT/ON OF � `----------""�- \ \ 'I '� • yi w SOCOP - MAIN tANXE 45ZA611VT I • B 70 ' / \ soo \ oc 6 __507 / I , ------------ I �/ `_' `•cam` ' v _ ' LANDS N/F CHARLOTTESV/LLE ALBEMARCE RENTAL P O PTIE OzLC------------------ B. y 50 PG \ \ --- PIN. 06100-00-00-120P0 UP ti ZONED. ERC/ UP , ' `- 66 HC /H/GHWAY COMM AL `v IV cl n GMAD ` 1 ' - li • \ _ 1 1 G J 1 1 ` cc \ 15 pa % p s� Z W �R W W co Z H a W WZ WU)5:LU ° Ur ZW W� jW ZrC'J��O_Uj ~wax wZ o �>zUwcnp oW ai 7 M Q mQ z Q <W Z (n � W Z F I_ how 0 z�QF~a0 &gym D�CODUJOf(n Q z d Q s a Q of of �o O U E€ H & Uj Q oB oa REVISIONS REV DATE COMMENT DRAMBY CHECKEDBY 1 10/29/2021 PER ISP COMMENTS DSH RTY 2 01/21/2022 PER COUNTY BSC COMMENTS RTY 3 04/08/2022 PER COUNTY BSC COMMENTS RTY Know what's below. Call before you dig. ALWAYS CALL 811 It's fast. It's free. It's the law. NOT APPROVED FOR %' l '1 Po I `6 \\ NOTES CONSTRUCTION cs` \ ` ` ` i ; ' .'k ICC FAGL \`[,�,5' I I `\\ \ THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY \ ,yam I/ ALL LANDSCAPING AND SCREENING REQUIRED BY SECTION 32.7.9 SHALL BE INSTALLED AND MAINTAINED AS REVIEWANDAPPROVAL. ITISNOTINTENDEDASACONSTRUCTION \ `\ ``````\` FOLLOWS: IFFUTER DOCUMENT UNLESS INDICATED OTHERWISE. ````\ Icc pp A.TIMING OF INSTALLATION. ALL LANDSCAPING SHALL BE INSTALLED BY THE FIRST PLANTING SEASON PROJECT No.: V211201 FOLLOWING THE ISSUANCE OF THE FIRST CERTIFICATE OF OCCUPANCY WITHIN THE DEVELOPMENT, OR A PHASE DRAWN BY: DSH THEREOF. CHECKED BY: RTY DATE. 1 /2 /2 21 I ry S PPROX TE COCAAON OF 0 9 0 B.METHOD OF INSTALLATION. ALL TREES SHALL BE PLANTED IN ACCORDANCE WITH EITHER THE STANDARDIZED CAD LD.: LSCP -2 `I `, \�\` ``Z� , o p "i'•. \ Q4594 .�'�: 25 / I / LANDSCAPE SPECIFICATIONS JOINTLY ADOPTED BY THE VIRGINIA NURSERYMEN'S ASSOCIATION, THE VIRGINIA SOCIETY OF LANDSCAPE DESIGNERS AND THE VIRGINIA CHAPTER OF THE AMERICAN SOCIETY OF LANDSCAPE PROJECT: ARCHITECTS, OR THE ROAD AND BRIDGE SPECIFICATIONS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION. PLANTING ISLANDS SHALL CONTAIN A MINIMUM OF 50 SQUARE FEET PER TREE, WITH A MINIMUM DIMENSION OF 1 \I 1 1 1 1 \ 1 1 1 1 I 1 1 1 1 1 1 1 1 1 I 1 1 1 1 I 1 1 1 1 I 1 1 1 I 1 1 1 1 1 1 1 I 1 1 1 I 1 1 1 1 I 1 ' 1 ' 1 ' I 1 1 1 1 1 1 1 1 ` 1 1 1 I 1 ' 1 ' 1 ' I 1 ` 1 1 1 1 1 ' I 1 ` 1 ' 1 ` 1 1 1 1 ` 1 1 I 1 1 1 II II � 1 I1 1 ` 1 1 1 1 I 1 1 1 I `1 1 1 1 I1 1 1 I 1 1 1 1 1 1 1 1 1 1 ' 1 ' , I I I I 1 , 1 L r ■ LANDSCAPE SCHEDULE KEY QTY. BOTANICAL NAME COMMON NAME CAL. I HT. CONT. 10 YR CANOPY (SF) TOTAL CANOPY (SF) SHADETREES PLO 1 PIATANUSOCCIDENTALIS AMERICAN SYCAMORE 2-217 CAL. IB-19 BIB 479 479 OF 12 QUERCUS PALUSTRIS PIN OAK 2-210 CAL.IB-19 B+B 471 5,652 SUBTOTAL 13 SUBTOTAL 6,131 ORNAMEMALTREES LI 1 IAGERSTROEMIA INDICA COMMON CRAPEMYRTLE 2-210 CAL.18-19 BIB 77 77 SUBTOTAL: I 1 SUBTOTAL: 77 EVERGREEN TREES CDD 4 CRYPTOMERIAJAPONICA JAPANESE CEDAR 8-10'HT. B+B 130 520 IO 5 ILEX OPACA AMERICAN HOLLY 8-10' HT. B+B 56 280 IXN 9 ILEXX'NELLIE R. STEVEN NELLIE R. STEVENS'HOLLY B-ITHT. BIB 44 398 PT 1 PINUS TAEDA LOBLOLLY PINE B-10 HT. BIB 250 250 SUBTOTAL: 19 SUBTOTAL: 1,446 DECIDUOUSSHRUBS CA 21 CLETHRAALNIFOLIA SUMMERSWEETCLETHRA 18-24' HT. & SPREAD #3 CAN NOTAPPLICABLE DG 16 DEUTZIAGRACILIS SLENDER DEUTZIA 18-24'HT. &SPREAD #3 CAN NOTAPPLICABLE IV 47 ITEA VIRGINICA HENRYS GARNET GARNET$WEETSPIRE 18-24' HT. & SPREAD #3 CAN NOT APPLICABLE RAGL 70 RHUS AROMATICA'GRO{OW GR010W SUMAC 18-24' HT. & SPREAD #SCAN NOTAPPLICABLE VD 16 VIBURNUM DENTATUM ARROWWOOD VIBURNUM 18-24'HT. &SPREAD #3 CAN NOTAPPLICABLE SUBTOTAL 170 EVERGREEN SHRUBS ICBUR 11 ILEX CORNUTA'BURFORDII' BURFORD HOLLY 18-24'HT. &SPREAD #SCAN NOT APPLICABLE ICC 27 ILEX CRENATA'COMPACTA' COMPACT JAPANESE HOLLY 18-24' HT. & SPREAD #SCAN NOTAPPLICABLE IGS 18 ILEXGtABRA'SHAMROCK SHAMROCK INKBERRY HOLLY 18-24' HT. & SPREAD #SCAN NOTAPPLICABLE JCH 15 JUNIPERUS CHINENSIS'HETZII' HER JUNIPER 18-24'HT. &SPREAD #3 CAN NOT APPLICABLE RM 29 RHODODENDRON MAXIMUM'ROSEBAY' ROSEBAY RHODODENDRON 18-24' HT. & SPREAD #SCAN NOTAPPLICABLE SUBTOTAL: iW PERENN. LSBS 625 LIRIOPE SPICATA CREEPINGLIRIOPE 4QT NOTAPPLICABLE SUBTOTAL 1 625 ORNAMENTAL GRASSES PVHM 130 PANICUM VIRGATUM'HEAVY METAL' HEAVY METAL SIMTCH GRASS 1GAL NOTAPPLICABLE SUBTOTAL' 130 LANDSCAPE TRELLIS PLANTING KEY QTY. BOTANICAL NAME COMMONNAME CAL. IHT. CONT. PQ 45 PARTHENOCISSUS OUINOUEFOUA VIRGINIACREEPER 1GALLON MIN ;\I`, ° •� I\ "SOD FIVE FEET IN CURBING OR OTHER BARRIEDER TO ORS SHALL E PROVIDED TO PRTECT THE LANDSCAPING AND AEVENT DAMAGELLOW FOR OTO LANDSCAPIPER GROW H. NG BY VEHEEL ICLES. ES. SITE PLAN 1 \ y `2�`�... ` ` \ • ._�. i ! \ / // WHERE NECESSARY, TREES SHALL BE WELLED OR OTHERWISE PROTECTED AGAINST CHANGE OF GRADE. ALL \'� / DOCUMENTS PERVIOUS AREAS OF THE SITE SHALL BE PERMANENTLY PROTECTED FROM SOIL EROSION WITH GRASS OR OTHER GROUND COVER OR MULCH MATERIAL. 1 i\\� '•�• / C.MAINTAINING AND REPLACING LANDSCAPING AND SCREENING. ALL LANDSCAPING AND SCREENING SHALL BE FOR � I \ \ Zi 11 - • %I IGS �\�� MAINTAINED IN A HEALTHY CONDITION BY THE CURRENT OWNER OR A PROPERTY OWNERS' ASSOCIATION, AND REPLACED WHEN NECESSARY. REPLACEMENT MATERIAL SHALL COMPLY WITH THE APPROVED LANDSCAPE PLAN. !!\\ DA RAMP � oP / \ I I I ( // / D.MAINTAINING TREES IF SITE NOT UNDER SINGLE OWNERSHIP. IN THE CASE OF DEVELOPMENT WITH UNITS FOR 01sicu INt ` o In ��`.� ��` ' •• , r / i SALE. THE TREES SHALL BE MAINTAINED BY A PROPERTY OWNER'S ASSOCIATION. PRIOR TO FINAL SITE PLAN 17 `` I `n Cy •\ ` ` \ ' 1 / I I o1 APPROVAL, THE DEVELOPER SHALL SUBMIT TO THE AGENT AN INSTRUMENT ASSURING THE PERPETUAL daim MAINTENANCE OF THE TREES. THE INSTRUMENT SHALL BE SUBJECT TO REVIEW AND APPROVAL BY THE COUNTY \ `` III�� `�``.\'I, `\ 0\* ®�`� / ATTORNEY AND SHALL BE IN A FORM AND STYLE SO THAT IT MAY BE RECORDED IN THE OFFICE OF THE CLERK OF �\ LAN9,5• N/F II 'Y�Q F Y4 ,� ` `I / / i ' ` THE CIRCUIT COURT OF THE COUNTY. THE AGENT MAY REQUIRE THAT THE INSTRUMENT BE ON A FORM PROPOSED S S C ACQU(5171DNS /NC. \/L TA LOCATION ` i x PREPARED BY THE COUNTY ATTORNEY. D.B. 1429\PG. 33�t \C s �� .. , , _ 0 �' \ \ \ E.MAINTAINING STREET TREES PLANTED WITHIN A PUBLIC STREET RIGHT-OF-WAY. IF STREET TREES ARE PIN.- 06700—OP,00-120Q1 \�ip A�n \ \ ``, 6 i0 \ PLANTED WITHIN THE PUBLIC STREET RIGHT-OF-WAY, THE TREES SHALL BE MAINTAINED IN ACCORDANCE WITH 1636 SEMINOLE TRAIL 'ZONED. HC (H/GHWAX COMMEI�C/AL) \��e. rj1 \ \p\ `` au < \ \ THE REQUIREMENTS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION. ALBERMARLE COUNTY \ USE SELF STORAGE y l C. \ \ n \ � \ � ln; `SRO \ CHARLOTTESVILLE, VIRGINIA 22901 \ %7 \ FALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, AND BE MAINTAINED AT, MATURE i I HEIGHT; THE TOPPING OF TREES IS PROHIBITED. SHRUBS AND TREES SHALL BE PRUNED MINIMALLY AND ONLY \\ \\ \ \ ^�� ` TO SUPPORT THE OVERALL HEALTH OF THE PLANT. RL �XABOHLER PERNENJ ORAGE EASSEMENT -¢99- 0 2150 ASHLAND RD. SUITE 200 \ o o za 4594 PG 25 - ROT. C 2 DB. -_ RICHMOND, VIRGINIA 23146 q9 Phone: (804) 893-5200 Al \ o ------ -- PL ST '� � 00� �PGS 7 - - - - ---------502 --' - o �OQ�� 4�pLTH OF / --- --------------- es ® � o^ 5� Q� g9/ NICHOLAS T GEO GAS _ -_-------------- -- 1wTR Cert. No. 001653 / — 20 S 08120 / \ ., bg0 , LANDSF • 21 'I /41 � gyp^ �o ^��O pn6 O C,q PE ARG'r;C -- W/LCOHESS EGE . / -__-- - / SHEET TITLE: PG 13Q n / / y " -- / _ — -P//�06100-b0-00-12nD0 " J 1H _ , / f )P. C 2 P0� -------ZONED HC� GHWAYrQMMERC69Lf; ' �� 7/ISo; �F LEGEND usE E�sraridN., BH' OH- / IF 1: ^/ ��90� LANDSCAPE -o R�� dn._R� o� \ OA , �° la' C u \ \ \ �I� nQ�x�h�Q� LOW —LOW— LIMIT OF WORK PLAN QS LOD LOD LIMIT OF DISTURBANCE CREEPING LIRIOPE SHEET NUMBER: PLANTING AREA 20 10 5 0 20 �� xp% x x�0 x C-701 __________________I HEAVY METAL SWITCHGRASS p A PLANTINGAREA REVISION 3 - 04/08/2022 40 20 10 0 40 1 "= 40' LEGEND 0 I I NOTES C STU 11-MIT-040reffeyff-IRTM. INTERIOR PARKING LOT LANDSCAPE AREA ALL LANDSCAPING AND SCREENING REQUIRED BY SECTION 32.7.9 SHALL BE INSTALLED AND MAINTAINED AS FOLLOWS: INTERIOR PARKING LOT TREE OD. J' �P) 0 A.TIMING OF INSTALLATION. ALL LANDSCAPING SHALL BE INSTALLED BY THE FIRST PLANTING SEASON FOLLOWING THE ISSUANCE OF THE FIRST CERTIFICATE OF OCCUPANCY WITHIN THE DEVELOPMENT, OR A PHASE THEREOF. B.METHOD OF INSTALLATION. ALL TREES SHALL BE PLANTED IN ACCORDANCE WITH EITHER THE STANDARDIZED LANDSCAPE SPECIFICATIONS JOINTLY ADOPTED BY THE VIRGINIA NURSERYMEN'S ASSOCIATION, THE VIRGINIA SOCIETY OF LANDSCAPE DESIGNERS AND THE VIRGINIA CHAPTER OF THE AMERICAN SOCIETY OF LANDSCAPE ARCHITECTS, OR THE ROAD AND BRIDGE SPECIFICATIONS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION. PLANTING ISLANDS SHALL CONTAIN A MINIMUM OF 50 SQUARE FEET PER TREE, WITH A MINIMUM DIMENSION OF FIVE FEET IN ORDER TO PROTECT THE LANDSCAPING AND ALLOW FOR PROPER GROWTH. WHEEL STOPS, CURBING OR OTHER BARRIERS SHALL BE PROVIDED TO PREVENT DAMAGE TO LANDSCAPING BY VEHICLES. WHERE NECESSARY, TREES SHALL BE WELLED OR OTHERWISE PROTECTED AGAINST CHANGE OF GRADE. ALL PERVIOUS AREAS OF THE SITE SHALL BE PERMANENTLY PROTECTED FROM SOIL EROSION WITH GRASS OR OTHER GROUND COVER OR MULCH MATERIAL. C.MAINTAINING AND REPLACING LANDSCAPING AND SCREENING. ALL LANDSCAPING AND SCREENING SHALL BE MAINTAINED IN A HEALTHY CONDITION BY THE CURRENT OWNER OR A PROPERTY OWNERS' ASSOCIATION, AND REPLACED WHEN NECESSARY. REPLACEMENT MATERIAL SHALL COMPLY WITH THE APPROVED LANDSCAPE PLAN. D.MAINTAINING TREES IF SITE NOT UNDER SINGLE OWNERSHIP. IN THE CASE OF DEVELOPMENT WITH UNITS FOR SALE, THE TREES SHALL BE MAINTAINED BY A PROPERTY OWNER'S ASSOCIATION. PRIOR TO FINAL SITE PLAN APPROVAL, THE DEVELOPER SHALL SUBMIT TO THE AGENT AN INSTRUMENT ASSURING THE PERPETUAL MAINTENANCE OF THE TREES. THE INSTRUMENT SHALL BE SUBJECT TO REVIEW AND APPROVAL BY THE COUNTY ATTORNEY AND SHALL BE IN A FORM AND STYLE SO THAT IT MAY BE RECORDED IN THE OFFICE OF THE CLERK OF THE CIRCUIT COURT OF THE COUNTY. THE AGENT MAY REQUIRE THAT THE INSTRUMENT BE ON A FORM PREPARED BY THE COUNTY ATTORNEY. E.MAINTAINING STREET TREES PLANTED WITHIN A PUBLIC STREET RIGHT-OF-WAY. IF STREET TREES ARE PLANTED WITHIN THE PUBLIC STREET RIGHT-OF-WAY, THE TREES SHALL BE MAINTAINED IN ACCORDANCE WITH THE REQUIREMENTS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION. FALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, AND BE MAINTAINED AT, MATURE HEIGHT; THE TOPPING OF TREES IS PROHIBITED. SHRUBS AND TREES SHALL BE PRUNED MINIMALLY AND ONLY TO SUPPORT THE OVERALL HEALTH OF THE PLANT. N z z 3 w w J Z N w z 3 a N z z 3 9 U LANDSCAPE COMPLIANCE CHART SECTION REQUIREMENTS CALCULATIONS COMPLIANCE ONE (1) LARGE STREET TREE (A) SEMINOLE TRAIL U.S RTE 29 - SOUTHEAST PROPERTY LINE SHALL BE REQUIRED FOR EVERY FIFTY (50) FEET OF 153 LF STREET FRONTAGE STREET FRONTAGE, OR REQUIRED PORTION THEREOF, IF TWENTY-FIVE (25) FEET OR LARGE TREES REQUIRED: (1/50) X 153 = 3 LARGE TREES MORE. WHERE PERMITTED, SHRUBS REQUIRED: (1/5) X 153 = 31 SHRUBS ONE (1) MEDIUM SHADE TREE SHALL BE REQUIRED FOR EVERY FORTY (40) FEET OF PROVIDED 32.7.9.5 ROAD FRONTAGE, OR PORTION LARGE CANOPY TREES: 3 CANOPY TREES LANDSCAPING THEREOF, IF TWENTY (20) FEET SHRUBS PROVIDED: 32 SHRUBS COMPLIES ALONG OR MORE. IF REQUIRED STREETS STREET TREES CANNOT BE "I" INDICATED PLANT MATERIAL UTILIZED TO FULFIL THE REQUIREMENT PLANTED WITHIN THE PARKING SETBACK OR WITHIN TEN (10) FEET OF THE STREET RIGHT-OF-WAY DUE TO SIGHT DISTANCE, UTILITY EASEMENTS OR OTHER CONFLICTING REQUIREMENTS, THEN THE PLANTING STRIP SHALL BE ENLARGED TO ACCOMMODATE THE TREES. AN AREA OF AT LEAST (5) INTERIOR PARKING LOT LANDSCAPING PERCENT OF THE PAVED PARKING AND VEHICULAR PARKING LOT AREA: 29,869 SF CIRCULATION AREA SHALL BE PARKING SPACES: 32 LANDSCAPED WITH TREES OR REQUIRED 32.7.9.6 SHRUBS. PARKING LOT LANDSCAPE AREA: 5%X 29,948 SF = 1,497 SF LANDSCAPING CANOPY TREES: (1/10) X 32 SPACES = 4 CANOPY TREES COMPLIES WITHIN A PLANT MATERIALS MAY BE A PARKING AREA MIXTURE OF SHADE TEES AND PROVIDED SHRUBS AND SHALL INCLUDE ONE (1) LARGE SHADE TREE PARKING LOT LANDSCAPE AREA: 2,437 SF (8.14%) PER TEN (10) PARKING CANOPY TREES: 9 CANOPY TREES SPACES. 'W INDICATED PLANT MATERIAL UTILIZED TO FULFIL THE REQUIREMENT SCREENING LANDSCAPING COMMERCIAL AND INDUSTRIAL USES SHALL BE SCREENED FROM (B) SOUTHWEST PROPERTY LINE THE ADJACENT RURAL AREAS 397 LF PROPERTY LINE FRONTAGE ZONING DISTRICT. COMMERCIAL AND INDUSTRIAL USES SHALL BE REQUIRED SCREENED FROM RESIDENTIAL TREES REQUIRED: 0 X 397 LF SPACES = 0 TREES USES WHEN DEEMED NECESSARY SHRUBS REQUIRED: (1/5) X 2 X 153 = 159 SHRUBS BY THE AGENT UPON CONSIDERING THE PROXIMITY OF PROVIDED THE COMMERCIAL OR INDUSTRIAL TREES PROVIDED: 1 TREE USE TO THE RESIDENTIAL USE, SHRUBS PROVIDED: 161 SHRUBS THE NATURE OF THE COMMERCIAL "(DJ" INDICATED PLANT MATERIAL UTILIZED TO FULFIL THE REQUIREMENT OR INDUSTRIAL USE, WHETHER (C) NORTHWEST PROPERTY LINE THE USES ARE IN SINGLE -USE OR MIXED USE DEVELOPMENTS, AND 150 LF PROPERTY LINE FRONTAGE 32.7.9.7 OTHER CONSIDERATIONS HE REQUIRED SCREENING DETERMINES TO BE RELEVANT UNDER SOUND ZONING TREES REQUIRED: 0 X 150 LF SPACES = 0 TREES COMPLIES PRINCIPLES. SHRUBS REQUIRED: (1/5) X 2 X 150 = 60 SHRUBS PROVIDED TREES PROVIDED: 5 TREE SHRUBS PROVIDED: 60 SHRUBS "W INDICATED PLANT MATERIAL UTILIZED TO FULFIL THE REQUIREMENT (D) NORTHEAST PROPERTY LINE 366 LF PROPERTY LINE FRONTAGE REQUIRED TREES REQUIRED: 0 X 366 LF SPACES = 0 TREES SHRUBS REQUIRED: (1/5) X 2 X 366 = 147 SHRUBS PROVIDED TREES PROVIDED: 14 TREE SHRUBS PROVIDED: 147 SHRUBS TRASH ENCLOSURE WILL BE SCREENED BY 5 TREES "VINDICATED PLANT MATERIAL UTILIZED TO FULFIL THE REQUIREMENT COMMERCIAL AND INDUSTRIAL TREE CANOPY CALCULATION USES: IF THE SITE IS TO BE GROSS SITE AREA: 57,240 SF DEVELOPED FOR 32.7.9.8 COMMERCIAL OR INDUSTRIAL REQUIRED TREE CANOPY USES, THE MINIMUM TREE CANOPY AREA REQUIRED: 10%X 57,240 SF= 5,724 SF COMPLIES CANOPY IS TEN (10) PERCENT. PROVIDED CANOPY AREA PROVIDED: 7,654 SF TOTAL (13.37%) EXISTING CANOPY AREA: 0 SF PROPOSED CANOPY AREA: 7,654 SF LANDSCAPE SCHEDULE KEY QTY. BOTANICAL NAME COMMON NAME CAL. / HT. CONT. 10 YR CANOPY (SF) TOTAL CANOPY (SF) SHADE TREES PLO 1 PIATANUS OCCIDENTALIS AMERICAN SYCAMORE 2-2 10 CAL I8-10 B+B 479 479 QP 12 OUERCUS PALUSTRIS PIN OAR 2-2 VT CAL.18-10' B+B 471 5,652 SUBTOTAL: 13 SUBTOTAL 6,131 ORNAMENTAL TREES U 1 LAGERSTROEMIAINDICA COMMONCRAPEMYRTLE 2-2112' Ch. 18-10' BIB 77 77 SUBTOTAL: 1 SUBTOTAL: 77 EVERGREEN TREES COD 4 CRYPTOMERIA JAPONICA JAPANESE CEDAR 8-19HE B+B 130 520 10 5 ILEX CPACA AMERICAN HOLLY 8-10 HT. B+B 56 280 BW 9 ILEX X'NELLIE R. STEVEN' NELLIE R. STEVENTHOLLY 819'HT. B+B 44 396 PT 1 PINKS TAEDA LOBLOLLY PINE B-10 HT. B+B 250 250 SUBTOTAL: 19 SUBTOTAL 1,446 DECIDUOUSSHRUBS CA 21 CIETHRAALNIFOLIA SUMMERSWEETCLETHRA i&24'HT.&SPREAD #3 CAN NOT APPLICABLE DG 16 DEUTZIA GRACILIS SLENDER DEUTZIA i&24'HT.&SPREAD W3 CAN NOTAPPLICABLE N 47 ITEAMRGINICANENRYS GARNET GARNET SWEETSPIRE i&24'HT.&SPREAD g3CAN NOTAPPLICABLE RAGL 10 RHUSAROMATICATRQLOW GRO-LOWSUMAC i&24'HT.&SPREAD g3CAN NOTAPPLICABLE VD 16 VIBURNUM DENTATUM ARROWWOOD VIBURNUM 1&24'HT.&SPREAD g3CAN NOT APPLICABLE SUBTOTAL: 170 EVERGREEN SHRUBS ICSUR 11 ILEX CORNUTABURFORDII' BURFORD HOLLY i&24'HT.&SPREAD g3CAN NOTAPPLICABLE ICC 27 ILEXCRENATA'COMPACTA' COMPACT JAPANESE HOLLY i&24'HT.&SPREAD R3 CAN NOT APPLICABLE IDS 18 ILEXGIABRA'SHAMROCIC SHAMROCK INKBERRY HOLLY 1&24'HT.&SPREAD #3 CAN NOT APPLICABLE JCH 15 JUNIPERUS CHINENSIS'HETZ11' HER JUNIPER 1&24'HT.&SPREAD M3 CAN NOT APPLICABLE RM 29 RHODODENDRON MAXIMUM'ROSEBAY' ROSERAY RHODODENDRON i&24"HT.&SPREAD g3CAN NOT APPLICABLE SUBTOTAL 100 PERENNIALS LSBS 625 URIOPESPICATA CREEPINGURIOPE 1QT NOTAPPLICABLE SUBTOTAL: 625 ORNAMENTAL GRASSES PVHM 130 PANICUM VIRGATUM HEAVY METAL' HEAVY METAL SWITCH GRASS '2AL NOT APPLICABLE SUBTOTAL: 130 LANDSCAPE TRELLIS PLANTING KEY QTY. BOTANICAL NAME COMMONNAME CAL. HT. CONT. PC 45 PARTHENOCISSUS QUINQUEFOLIA NRGINIACREEPER 1GALLON MIN 0 Z W W LLI U) Z W H 0 W Ur zUjWW jW Zr01--LUO_m FW<E Wz > z 0 W 0 0 C07mQQzQ z U)M IZFH °z w<amo CL Of J WU) W Z z o- Q > aJ of 5 W I-_ U) REVISIONS REV I DATE I COMMENT 1 110129/20211 PER ISP COMMENTS I ' 2 101121120221 ER COUNTY COMMEENTS B RTY 3 04/08/2022 PER COUNTY COMMENTS BSC RTY • Know what's below. Call before you dig. ALWAYS CALL 811 It's fast. It's free. It's the law. NOT APPROVED FOR CONSTRUCTION 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.: V211201 DRAWN BY: DSH CHECKED BY: RTY DATE: 10/29/2021 CAD I.D.: LSCP -2 PROJECT: SITE PLAN DOCUMENTS FOR u1scouNt PROPOSED LOCATION 1636 SEMINOLE TRAIL ALBERMARLE COUNTY CHARLOTTESVILLE, VIRGINIA 22901 BOHLER'/ 2150 ASHLAND RD. SUITE 200 RICHMOND, VIRGINIA 23146 Phone: (804) 893-8200 VA@BohlerEng.com TH V NICHOLAS T GEOFT( r. Cert. No. 001653 r� 8/27/2021 A SHEET TITLE: LANDSCAPE COMPLIANCE SHEET NUMBER: C-702 REVISION 3 - 04/08/2022 3 W z N w W 3 a N z z 3 9 U LANDSCAPE SPECIFICATIONS 1. SCOPE OF WORK: 9. PLANTING THE LANDSCAPE CONTRACTOR SHALL BE REQUIRED TO PERFORM ALL CLEARING, FINISHED GRADING, SOIL A. INSOFAR THAT IT IS FEASIBLE, PLANT MATERIAL SHALL BE PLANTED ON THE DAY OF DELIVERY. IN THE EVENT PREPARATION, PERMANENT SEEDING OR SODDING, PLANTING AND MULCHING INCLUDING ALL LABOR, MATERIALS, THAT THIS IS NOT POSSIBLE, LANDSCAPE CONTRACTOR SHALL PROTECT UNINSTALLED PLANT MATERIAL. TOOLS AND EQUIPMENT NECESSARY FOR THE COMPLETION OF THIS PROJECT, UNLESS OTHERWISE CONTRACTED BY PLANTS SHALL NOT REMAIN UNPLANTED FOR LONGER THAN A THREE DAY PERIOD AFTER DELIVERY. PLANTS THE GENERAL CONTRACTOR. THAT WILL NOT BE PLANTED FOR A PERIOD OF TIME GREATER THAN THREE DAYS SHALL BE HEALED IN WITH 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 B. 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 BETWEEN 4.5-7.0. IT SHALL BE FREE OF DEBRIS, ROCKS LARGER THAN ONE INCH (1"), WOOD, ROOTS, VEGETABLE C. ANY INJURED ROOTS OR BRANCHES SHALL BE PRUNED TO MAKE CLEAN-CUT ENDS PRIOR TO PLANTING 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. 1.2. SOD SHALL BE STRONGLY ROOTED WEED AND DISEASE/PEST FREE WITH A UNIFORM THICKNESS. E. POSITION TREES AND SHRUBS AT THEIR INTENDED LOCATIONS AS PER THE PLANS AND SECURE THE APPROVAL 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 1Y..", KOELREUTERIA QUERCUS VARIETIES WHICH HAVE NOT BEEN COMPLETELY CALLUSED, SHALL BE REJECTED.PLANTS SHALL NOT BE BOUND WITH LIQUIDAMBER 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 SD( 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 W 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 W 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'VISFFENCE', 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 SM 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. 1.1. TO INCREASE A SANDY SOIL'S 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 OFFSITE, 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"t). 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 PLANTINGAREA HALL BE GRADED AND MAINTAINED T ALLOW FREE FLOW F SURFACE WATER IN AND SS G O O O O SU C 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. ONLY TREES WITH ONE MAIN LEADER SHALL BE PURCHASED. DO NOT PRUNE TREE AT PLANTING UNLESS DIRECTED TO BY PROJECT LANDSCAPE ARCHITECT DO NOT STAKE OR FOLD BURLAP AWAY FROM TOP OF WRAPTRUNK 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 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 BED AND TILL TOP 6" OF _III —III—_ I I —III —I PREPARED SOIL. I I —I - I UNDISTURBED— 46" DEEPER THAN ROOT BALL SUBGRADE REMOVE THE TOP 1/3 OF THE WIRE BASKET IF "—III=III- I— PRESENT. ANY AND ALL TWINE SHALL BE REMOVED DIG WIDE, SHALLOW HOLE FROM THE TREE BEFORE BACKFILLING. BURLAP SHALL WITH TAMPED SIDES BE FOLDED BACK INTO PLANTING HOLE TAMP SOIL SOLIDLY AROUND BASE OF ROOT BALL SET ROOT BALL ON FIRM PAD IN BOTTOM OF HOLE REFERENCE: ARCHITECTURAL GRAPHIC STANDARDS 1998 CUMULATIVE SUPPLEMENT. EVERGREEN TREE PLANTING DETAIL NOT TO SCALE DO NOT STAKE OR WRAPTRUNK PREPARE WIDTH OF PLANTING HOLE 6 FT OR TWICE THE WIDTH OF THE ROOT BALL; WHICHEVER IS GREATER PREPARED SOIL FOR TREES 1 PART PEAT MOSS 1 PART COW MANURE 3 PARTS TOPSOIL SUBGRADE DIG WIDE, SHALLOW HOLE WITH TAMPED SIDES TAMP SOIL SOLIDLY AROUND BASE OF ROOT BALL PLANT SHALL BE TRANSPLANTED AT THE SAME GRADE AS IT BORE IN THE NURSERY PLOT PRIOR TO BALLING AND BURLAPPING. 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 4" OF WELL -COMPOSTED LEAVES AND 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 SHRUB BEFORE BACKFILLING. BURLAP SHALL BE FOLDED BACK INTO PLANTING HOLE ONLY TREES WITH ONE MAIN LEADER ° o p SHALL BE PURCHASED. DO NOT PRUNE TREE AT PLANTING UNLESS DIRECTED TO BY PROJECT LANDSCAPE ARCHITECT FOLD BURLAP AWAY FROM TOP OF ROOT BALL ap SET ROOT BALL FLUSH TO GRADE (° OR SEVERAL INCHES HIGHER IN POORLY DRAINING SOILS. �3" 4" BUILT-UP EARTH SAUCER THICK LAYER OF DARK BROWN DOUBLE SHREDDED HARDWOOD MULCH BEFORE PLANTING ADD 3 TO 4" OF WELL -COMPOSTED LEAVES OR RECYCLED YARD WASTE TO BED I--III-I _ •`-^;ti.'` — AND TILL INTO TOP 6" OF _ •�- PREPARED SOIL. i � — � — � — � — � - 4-6" DEEPER THAN ROOT BALL =III=III= III= -III=III= - REMOVE THE TOP 1/3 OF THE WIRE BASKET IF —III=III- —III—' 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 REFERENCE: ARCHITECTURAL GRAPHIC STANDARDS 1998 CUMULATIVE SUPPLEMENT. DECIDUOUS TREE PLANTING DETAIL NOT TO SCALE 8-12' REFERENCE: ARCHITECTURAL GRAPHIC STANDARDS 1998 CUMULATIVE SUPPLEMENT DECIDUOUS AND EVERGREEN SHRUB PLANTING DETAIL 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 MINIMUM 6" FOR CONTAINER -GROWN SHRUBS, USE FINGER OR SMALL HAND TOOLS TO PULL THE ROOTS OUT OF THE OUTER LAYER OF POTTING SOIL; THEN CUT OR PULL APART ANY ROOTS THAT CIRCLE THE PERIMETER OF THE CONTAINER 3" THICK LAYER OF DARK BROWN DOUBLE SHREDDED HARDWOOD MULCH FINISHED GRADE PLACE SHRUB ON FIRM SOIL IN BOTTOM OF HOLE. SUBGRADE SOIL SURFACE ROUGHENED TO BIND WITH NEW SOIL. PLANT MATERIAL SPACED AS SPECIFIED. SEE LANDSCAPE SCHEDULE FOR PROPOSED SPACING. —1I1=1I1== =III III—' II TYPICAL PERENNIAL AND GROUND COVER PLANTING D= PROPOSED ON CENTER (O.C.) SPACING SEE LANDSCAPE SCHEDULE FOR FOR REQUIRED SPACING NOTE: TREE STAKING TO BE REMOVED AFTER 2 GROWING SEASONS o 0 °po pp o 0 DO NOT WRAP TRUNK REINFORCED RUBBER HOSE (1/2' ° ONLY TREES WITH ONE MAIN LEADER SHALL BE DIA) PURCHASED. DO NOT PRUNE TREE AT PLANTING 12 GAUGE GALVANIZED WIRE GUYS TWISTED p °pp ARCHSITEDIRECTED TO BY PROJECT LANDSCAPE CT 2' DIA. HARDWOOD STAKES 2/3 TREE HT. a 2 PER TREE SET ROOT BALL FLUSH TO GRADE OR W EXISTING GRADE SEVERAL INCHES HIGHER IN POORLY DRAINING SOILS. PREPARED SOIL FOR TREE =1 I I=1 1 PART PEAT MOSS 3"THI K AYER VF DARK BROWN WN mi1 PART COW MANURE III= DOUBLE SHREDDED HARDWOOD 3 PARTS TOPSOIL MULCH II _- —I UNDISTURBED SUBGRADE —I 4"BUILT-UP EARTH SAUCER _ - BEFORE PLANTING ADD T 4' F WELL -COMPOSTED -- 0 G 3 0 0 LEAVES OR RECYCLED YARD WASTE TO BED AND TILL II III=III- INTO TOP 6' OF PREPARED SOIL. —III— I —III=III=1 _— __ — III_=1I REMOVE THE TOP 1/3 OF THE WIRE BASKET IF III 12" PRESENT. ANY AND ALL TWINE SHALL BE REMOVED O y1 Lr FROM THE TREE BEFORE BACKFILLING. BURLAP SHALL TAMP SOIL SOLIDLY AROUND BASE BE FOLDED BACK INTO PLANTING HOLE OF ROOT BALL SET ROOT BALL ON FIRM PAD IN BOTTOM OF HOLE Im 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 12. 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 LEIS 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 LEIS 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 PLANTS 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. 3.4. 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 SUBSOIL 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. TYPICAL PERENNIAL AND GROUND COVER SPACING & LAYOUT PERENNIALIGROUND COVER PLANTING DETAIL NOT TO SCALE 0 Z EE W W W U) Z F W W O U _ Z W H-V7LLI> ow 0ZW U-10WSJ jW zpo_U FW<= wz U W � (n > Z O m 7 m Q Q z Q z U)m IZFH O z a Q a~ o U H Q o_ z J 00 Z) W Z Z o- Q J 0_ J U W F_ U) REVISIONS REV DATE COMMENT CxECKEDeY 1 10/29/2021 PER ISP COMMENTS DSH RTY 2 01/21/2022 PER COUNTY COMMENTS BSC RTY 3 04/08/2022 PER COUNTY COMMENTS BSC RTY • Know what's below. Call before you dig. ALWAYS CALL 811 It's fast. It's free. It's the law. NOT APPROVED FOR CONSTRUCTION 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.: V211201 DRAWN BY: DISH CHECKED BY: RTY DATE: 10/29/2021 CAD I.D.: LSCP -2 PROJECT SITE PLAN DOCUMENTS FOR u1scouNt PROPOSED LOCATION 1636 SEMINOLE TRAIL ALBERMARLE COUNTY CHARLOTTESVILLE, VIRGINIA 22901 BOHLER'/ 2150 ASHLAND RD. SUITE 200 RICHMOND, VIRGINIA 23146 Phone: (804)893-8200 VA@BohlerEng.com NICHOLAS T GEOR( r. Cert. No. 001653 !9 y0 8/27/2021 k'w i PE A — SHEET TITLE: LANDSCAPE NOTES AND DETAILS SHEET NUMBER: C-703 REVISION 3 - 04/08/2022 3 z z 0 a j LANDS N/F MPB, INC. 0. 9. ''15476 PG. 471 PIN. 06P00-00-00-12000 / E ,ZONED. f/C 0d1011WAY COMMERCIAL) < USE.• `WAREHOUSE W 0 z z o z m i °m /- S IN I , ' I ' 4 , r r I µ v 'I r , r r rr I I � Ili h I , I I I I , r I , I 6 I SYMBOL MANUFACTURER MODEL NUMBER LANDS N/F DRIP IRRIGATION SULL/VAN, WILL/AM EDWARD & ✓OHN A F / O.B. 1095 PG. 237 \ P/N.• 06700-00-00-120WO j / \ ZONED.- HC (HIGHWAY COMMERC/AL) USE • COMMERCIAL , DESCRIPTION NOZZLE RADIUS G.P.M. P.S.I. DETAIL \ RAINBIRD XFS-06-18 LANDSCAPE DRIP LINE - SPACE LINES AT 18" O.C. 0.60 GPH 20 RAINBIRD PEB SERIES FLUSH VALVE - BALL VALVE IN VALVE BOX WITH T LENGTH OF TUBING ROTORS & SPRAY HEADS IN r / 0 , / \ / ♦1 ♦1 � 9ot i �_________ / i i " O - - 5 ------ - -- - - -- - - \ \ u i ---------- SVIZZE `♦� hp� ✓ C RENTA�EPROPERT/ESM�RLE------- - h0 D.B. 5040 PG. 206 \ \ 1 10 PIN. 06100-00-00-120RO > ' ZONED. h'CL111I6HWAY COMMERCIAL),'' r ' / b r , ® RAINBIRD 1806 SERIES POP UP SPRAY HEAD 50 5' 0.10 GPH 30 H-1 / C-707 RAINBIRD 1806 SERIES POP UP SPRAY HEAD 5H 5' 0.20 GPH 30 H-I / C-707 RAINBIRD 1806 SERIES POP UP SPRAY HEAD 5F 5' 0.41 GPH 30 H-1 / C-707 RAINBIRD 1806 SERIES POP UP SPRAY HEAD 80 8' 0.26 GPH 30 H-I / C-707 RAINBIRD 1806 SERIES POP UP SPRAY HEAD 8H 8' 0.52 GPH 30 H-1 / C-707 . RAINBIRD 1806 SERIES POP UP SPRAY HEAD 8F 8' 1.05 GPH 30 H-I / C-707 ® RAINBIRD 1806 SERIES POP UP SPRAY HEAD 100 10, 0.39 GPH 30 H-1 / C-707 RAINBIRD 1806 SERIES POP UP SPRAY HEAD 10H 10, 0.79 GPH 30 H-I / C-707 . RAINBIRD 1806 SERIES POP UP SPRAY HEAD 10F 10, 1.58 GPH 30 H-1 / C-707 RAINBIRD 1806 SERIES POP UP SPRAY HEAD 12Q 12' 0.65 GPH 30 H-I / C-707 45 RAINBIRD 1806 SERIES POP UP SPRAY HEAD 12H 12' 1.30 GPH 30 H-1 / C-707 RAINBIRD 1806 SERIES POP UP SPRAY HEAD 12F 12' 2.60 GPH 30 H-I / C-707 RAINBIRD 1806 SERIES POP UP SPRAY HEAD 150 15' 0.92 GPH 30 H-1 / C-707 ITI RAINBIRD 1806 SERIES POP UP SPRAY HEAD 15H 15' 1.85 GPH 30 H-I / C-707 . RAINBIRD 1806 SERIES POP UP SPRAY HEAD 15F 15' 3.70 GPH 30 H-1 / C-707 RAINBIRD 1806 SERIES POP UP SPRAY HEAD 15EST 4 X 15 0.61 GPH 30 H-I / C-707 RAINBIRD 1806 SERIES POP UP SPRAY HEAD 15LCS 4 X 15 0.49 GPH 30 H-1 / C-707 RAINBIRD 1806 SERIES POP UP SPRAY HEAD 15RCS 4 X 15 0.49 GPH 30 H-I / C-707 ® RAINBIRD 1806 SERIES POP UP SPRAY HEAD 15CST 4 X 30 1.21 GPH 30 H-1 / C-707 Q RAINBIRD 1806 SERIES POP UP SPRAY HEAD 15SST 4 X 30 1.21 GPH 30 H-I / C-707 RAINBIRD 1806 SERIES POP UP SPRAY HEAD 9SST 9 X 18 1.73 GPH 30 H-I / C-707 RAINBIRD 1806 SERIES POP UP ROTARY SPRAY HEAD (45- - 270') R-VAN14 13 0.84 GPH 30 J / C-707 • RAINBIRD 1806 SERIES POP UP ROTARY SPRAY HEAD (360') R-VAN14-360 13 0.63 GPH 30 J / C-707 RAINBIRD 1806 SERIES POP UP ROTARY SPRAY HEAD (45- - 270') R-VAN18 16 1.26 GPH 30 J / C-707 • RAINBIRD 1806 SERIES POP UP ROTARY SPRAY HEAD (360') R-VAN18-360 16 1.65 GPH 30 J / C-707 RAINBIRD 1806 SERIES POP UP ROTARY SPRAY HEAD (45- - 270') R-VAN24 19 1.80 GPH 30 J / C-707 • RAINBIRD 1806 SERIES POP UP ROTARY SPRAY HEAD (360') R-VAN24-360 19 2.35 GPH 30 J / C-707 '' -'%% � �°� \♦♦�`�` \ ;' '' '', � � ,IRRIGATION ZONES \ 'IN�'`'\ \ STATION G.P.M. STATION G.P.M. STATION G.P.M. STATION G.P.M. STATION G.P.M. STATION G.P.M. IN %' ; 1 / , 1 6.72 2 10.72 3 13.38 4 17.3 7.35 14.68 5 17.3 6 19.03 9.45 7 16.46 8 15.7 9 5.82 10 11 52 12 13 12.04 14 DRIP 15 5.26 16 17 11.34 18 NA \ ♦ 1 `\ \` ``` \ \IN ------------------- ♦� � I I ' � 1 1, I \V �♦ 11 '' I j ��; T12 / ` \ ♦ / o I 1 -_ I 00 NAX \ 49 61 V A A I /yam 1 , , '1 1 I l� �p p� ,; • � \ LANDS NIF I s ao� r I S S C ACCU151TIONS INC. - I \ D.9, 1429 PG 33L2 PIN- 06100-00-00-120Q7 I ZONED HC (HIGHWAK COMMERC/AL) \ \`♦ _ 1a \ USE SELF STORAGE �o '`� �\ ' `♦� �� `, � ` ,R t5 �� /// %� , soo_ I --------- = _ 17 \ I _ \ ` I ------------------- r ---/ -------------------------' h05 \ o�� 1 - -'--------------- 502' \ / IRRIGATION LEGEND IN I - / p1 , I / `- - ---------------------------- \ p _ CONTROLLERS°o^ DESCRIPTION DETAIL RAINBIRD ESP12LXME 12-STATION CONTROLLER, INTERIOR WALL MOUNT, WITH ETC-LX "ET MANAGER" CARTRIDGE A-B / C-706 0 RAINBIRD WR2-RFC RAIN/FREEZE SENSOR - MOUNT SENSOR ON EAVE OR PARAPET PER MANUFACTURER C-D / C-706 NOTE ------------------------------------- CONTROLLER-- --- -49 e 1 y % / �--� �'�. POINT OF CONNECTION - ---' --' LOCATE CONTROLLER AT LOCATION SHOWN ON PLAN. VERIFY LOCATION IN FIELD WITH OWNER'S REPRESENTATIVE. - - - ---' - \ - -- 3 % O° 4` 120 VAC POWER TO CONTROLLER LOCATION SHALL BE PROVIDED BY OTHERS. HOOK-UP OF CONTROLLER TO 120 VAC SHALL BE PERFORMED BY THE LANDSCAPE ----'" LANDS-,F 2 CONTRACTOR. IRRIGATION CONTRACTOR SHALL COORDINATE LOCATION OF WIRE SLEEVE PENETRATIONS THROUGH BUILDING WITH OWNER AND GENERAL __--------' WILCOHESS LLC;`, - U NA NA 1" WATER METER (BY OTHERS) NA Q FEBCO MODEL 825YA - 1" BACKFLOW PREVENTER. MOUNT IN HOT BOX INSULATED/HEATED ENCLOSURE, MODEL #HB4000-AN. COORDINATE POWER TO ENCLOSURE WITH GENERAL CONTRACTOR H / C-706 CONTRACTOR. STATION RUN ORDER SHALL MATCH PLANS. -------- P41C06100-b0700-120D0 o° • VALVES IRRIGATION DISCLAIMER / _ _20N_ED HC�IGHWAr�O,MMERCYALj; \��/ USE. FUEh STATiOIV IN 1, IN THIS DESIGN IS DIAGRAMMATIC. ALL PIPING, VALVES, AND OTHER EQUIPMENT SHOWN WITHIN PAVED AREAS OR OUT OF PROPERTY BOUNDARIES ARE FOR DESIGN --------- p-OR, �0. ON CLARIFICATION ONLY, AND SHALL BE INSTALLED IN PLANTING AREAS WITHIN THE PROPERTY LINES OR LIMITS INDICATED ON PLAN. THE IRRIGATION CONTRACTOR SHALL ,.<__�-pN VERIFY THE LOCATIONS OF ALL ABOVE -GRADE IRRIGATION EQUIPMENT WITH THE OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO INSTALLATION, OR IRRIGATION �8. dy •' p5 CONTRACTOR MAY BE REQUIRED TO MOVE SUCH ITEMS AT HIS OWN COST. IRRIGATION CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL FINAL QUANTITIES PER 0� 4D') DRAWINGS AND SPECIFICATIONS. ANY QUANTITIES PROVIDED ARE PROVIDED AS A CONVENIENCE TO THE CONTRACTOR ONLY AND SHALL NOT BE CONSIDERED ® RAINBIRD XCZ-100-PRB-COM DRIP CONTROL ZONE KIT (FLOWS UP TO 20 GPM) E / C-706 RAINBIRD PEB SERIES REMOTE CONTROL VALVE, SIZE PER PLAN F / C-706 ® RAINBIRD 33DLRC QUICK COUPLER, 3/4" G / C-706 DQ NIBCO T-FP-600A BALL VALVE, BRASS, FULL -PORT, LINE SIZE NA ABSOLUTE. \ �'� MAIN LINE/ LATERALS & SLEEVES SLEEVING /WIRING NOTES: vvv IN IN ADDITION TO PROVIDING SLEEVES FOR ALL PIPING UNDER ROADWAYS AND WALKWAYS, THE IRRIGATION CONTRACTOR SHALL PROVIDE AND INSTALL SCH. 40 PVC ._-__- \ �` 20 10 5 0 20 - SLEEVES FOR ALL CONTROLLER WIRES OCCURRING UNDER ALL ROADWAYS AND WALKWAYS. SLEEVES FOR CONTROLLER WIRES SHALL BE 2" DIA. AND CONTAIN NO L MORE THAN 25 WIRES. `♦\ \ G 1"=20' - - - ANY APPROVED PRESSURIZED PVC MAIN LINE, SCH. 40, 1-1/4" NA ANY APPROVED NON -PRESSURIZED LATERAL LINE, CL. 200 PVC, SIZE AS NOTED ON PLAN NA ANY APPROVED IRRIGATION SLEEVE, SCH. 40 PVC, MIN. TWICE SIZE OF PIPE TO BE INSERTED, ONE SLEEVE PER PIPE B-C / C-707 ANY APPROVED CONTROL WIRING SLEEVE, SCH. 40 PVC, 2" B-C / C-707 s o O at Z dC z it w W Z w0�w> ON zW WU);W of Ur ZrC L=ow it1 ~g§ wax wz >zUwc40 oW a)��a<z< <W zcn2wzF1- how OZ�QFF0 &gym �JO0UOz LULU® Q OfzU)liQ s J 0 Q O O � EIS H �& U7 s oa REVISIONS REV DATE COMMENT DRAWNBY CHECKED BY 1 10/29/2021 PER ISP COMMENTS DSH RTY 2 01/21/2022 PER COUNTY BSC COMMENTS RTY 3 04/08/2022 PER COUNTY BSC COMMENTS RTY Know what's belOW. Call before you dig. ALWAYS CALL 811 It's fast. It's free. It's the law. NOT APPROVED FOR CONSTRUCTION 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.: V211201 DRAWN BY: DSH CHECKED BY: RTY DATE: 10/29/2021 CAD I.D.: LSCP -2 PROJECT: SITE PLAN DOCUMENTS FOR u1scouNt daim PROPOSED LOCATION 1636 SEMINOLE TRAIL ALBERMARLE COUNTY CHARLOTTESVILLE, VIRGINIA 22901 BOHLER M 2150 ASHLAND RD. SUITE 200 RICHMOND, VIRGINIA 23146 Phone: (804)893-8200 VA@BohlerEng.com ��pLTH OF NICHOLAS T GEO GAS r. Cert. No. 001653 k 9y0 8/27/2021 �V sCq PE A. SHEET TITLE: IRRIGATION PLAN SHEET NUMBER C-704 REVISION 3 - 04/08/2022 w Z r Z Z 0 R 3 W F < Z N LU 3 a N Z z 3 0 U GENERAL A. QUALIFICATIONS OF IRRIGATION CONTRACTOR A.A. ALL WORK SHOWN ON THESE PLANS SHALL BE PERFORMED BY A SINGLE IRRIGATION CONTRACTING FIRM SPECIALIZING IN IRRIGATION SYSTEMS. A.B. THE IRRIGATION CONTRACTOR MUST HAVE ON ITS STAFF A TEXAS LICENSED IRRIGATOR AS REGULATED BY THE TEXAS COMMISSION ON ENVIRONMENTAL QUALITY. A LICENSED IRRIGATOR OR LICENSED IRRIGATION INSTALLER SHALL BE PRESENT AT THE PROJECT SITE AT ALL TIMES AS WORK IS IN PROGRESS. THE OWNER MAY DEMAND THAT WORK STOP UNTIL THE CONTRACTOR PROVIDES FOR A LICENSED IRRIGATOR OR LICENSED IRRIGATION INSTALLER TO BE PRESENT AT THE PROJECT SITE AND SUPERVISING ALL IRRIGATION WORK. A.C. A LIST OF SUCCESSFULLY COMPLETED PROJECTS OF THIS TYPE SIZE AND NATURE MAY BE REQUESTED BY THE OWNER FOR FURTHER QUALIFICATION MEASURES. B. SCOPE OF WORK B.A. WORK COVERED BY THESE SECTIONS INCLUDES THE FURNISHING AND PAYMENT OF ALL MATERIALS, LABOR, SERVICES, EQUIPMENT, LICENSES TAXES AND ANY OTHER ITEMS THAT ARE NECESSARY FOR THE EXECUTION INSTALLATION AND COMPLETION OF ALL WORK, SPECIFIED HEREIN AND / OR SHOWN ON THE IRRIGATION PLANS, NOTES, AND DETAILS. B.B. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL APPLICABLE LAWS, CODES AND REGULATIONS REQUIRED BY AUTHORITIES HAVING JURISDICTION OVER SUCH WORK, INCLUDING ALL INSPECTIONS AND PERMITS REQUIRED BY FEDERAL, STATE AND LOCAL AUTHORITIES IN SUPPLY TRANSPORTATION AND INSTALLATION OF MATERIALS. B.C. THE INTENT OF THE IRRIGATION SYSTEM IS TO PROVIDE 100 % COVERAGE OF ALL LANDSCAPE THE IRRIGATION PLAN IS GENERALLY DIAGRAMMATIC; COORDINATE IRRIGATION INSTALLATION WITH UTILITY INSTALLATIONS. ACTUAL LOCATION OF CONTROLLER, BACKFLOW DEVICE, PIPING, VALVES, SPRAY HEADS, DRIP IRRIGATION, AND RELATED EQUIPMENT MAY NEED TO BE ADJUSTED BASED ON ACTUAL SITE CONDITIONS. B.D. THE IRRIGATION DESIGN IS DIAGRAMMATIC. ALL PIPING VALVES AND OTHER EQUIPMENT SHOWN WITHIN PAVED AREAS OR OUT OF PROPERTY BOUNDARIES ARE FOR DESIGN CLARIFICATION ONLY AND SHALL BE INSTALLED IN PLANTING AREAS WITHIN THE PROPERTY LINES OR LIMITS INDICATED ON THE PLAN. THE IRRIGATION CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL ABOVE -GRADE IRRIGATION EQUIPMENT WITH THE OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO INSTALLATION, OR IRRIGATION CONTRACTOR MAY BE REQUIRED TO MOVE SUCH ITEMS AT HIS OWN COST - BE. FOR CLARITY PURPOSES SOME IRRIGATION LINES AND EQUIPMENT ARE SHOWN IN HARDSCAPE AREAS WITHOUT ACCESS SLEEVES' THESE LINES SHALL BE INSTALLED IN A COMMON TRENCH OR AT THE BACK OF CURB IN LANDSCAPE AREAS. MINOR FIELD ADJUSTMENTS SHALL BE MADE AT NO ADDITIONAL COST TO THE OWNER. PRODUCTS A. ALL MATERIALS SHALL BE NEW AND WITHOUT FLAWS OR DEFECTS OF ANY TYPE AND SHALL BE THE BEST OF THEIR CLASS AND KIND. ALL MATERIALS SHALL HAVE A MINIMUM GUARANTEE OF ONE YEAR AGAINST MATERIAL DEFECTS OR DEFECTIVE WORKMANSHIP. ALL MATERIALS SHALL BE OF THE BRANDS AND TYPES NOTED ON THE DRAWINGS OR AS SPECIFIED HEREIN, OR APPROVED THE CONTRACTOR MUST FIRST OBTAIN APPROVAL FROM THE IRRIGATION DESIGNER FOR AN'APPROVED EQUAL' BEFORE INSTALLING SUCH MATERIALS IN THE FIELD, OR THE CONTRACTOR MAY BE REQUIRED TO REPLACE SUCH MATERIALS AT HIS OWN COST. B. BACKFLOW PREVENTION DEVICES SHALL BE OF THE SIZE AND TYPE INDICATED ON THE DRAWINGS. INSTALL BACKFLOW PREVENTION UNITS IN ACCORDANCE WITH IRRIGATION CONSTRUCTION DETAILS AND ALL APPLICABLE STATE AND LOCAL CODES AND ORDINANCES. C. PIPING C.A. PRESSURE SUPPLY LINES, DOWNSTREAM OF THE POINT -OF -CONNECTION: C.A.A. SCHEDULE 40 PVC FOR ALL PIPE 1-1/2" OR LESS C.A.B. CLASS 315 PVC FOR ALL PIPE 2" TO 2-1/2" C.A.C. CLASS 200 PVC, GASKETED, FOR ALL PIPE 3" AND LARGER C..B. SLEEVING AND NON -PRESSURE LATERAL LINES (DOWNSTREAM FROM VALVES): CLASS 200 PVC C..C. FITTINGS: SCH. 40 PVC, EXCEPT AS NOTED OTHERWISE. D. VALVES AND DRIP VALVE ASSEMBLIES: TYPE AND SIZE AS NOTED ON PLANS. EACH VALVE SHALL BEAR A PRE -MANUFACTURED, NUMBERED WATERPROOF TAG BEARING A NUMBER CORRESPONDING TO ITS VALVE SEQUENCE OF OPERATION ON THE CONTROLLER. THE OPERATION SEQUENCE SHALL MATCH THAT AS SHOWN ON THE PLANS. E. QUICK COUPLERS, BALL VALVES, AND GATE VALVES: TYPE AND SIZE PER PLANS. F. VALVE BOXES: TYPE AND SIZE AS NOTED ON DETAILS. ALL VALVES BOXES SHALL BE LOCKING BOLT -DOWN TYPE, FURNISHED WITH LIDS AND BOLTS. BOXES SHALL BE OF A SIZE TO CONTAIN THE ENTIRE VALVE AND/OR VALVE ASSEMBLY. THE VALVE BOX LID SHALL HAVE THE VALVE STATION NUMBER HEAT -BRANDED INTO THE LID WITH 2" HIGH LETTERS. G. FIXED SPRAY HEADS AND ROTORS: PLASTIC BODY POP-UP, WITH A REMOVABLE PLASTIC SPRAY EXACT TYPE, MODEL, AND NOZZLE SHALL BE AS INDICATED ON PLANS. H. INTEGRAL EMITTER DRIP TUBING: TUBING MODEL AND FLOW RATE AS NOTED ON PLANS, WITH INTEGRAL EMITTERS WELDED TO THE INSIDE WALL OF THE TUBING AS AN INTEGRAL PART OF THE TUBING ASSEMBLY. I. AUTOMATIC CONTROLLER: TYPE AND MODEL PER PLANS. PROVIDE VANDAL -PROOF ENCLOSURE FOR ALL EXTERIOR INSTALLATIONS. PROVIDE LINE -VOLTAGE DISCONNECT SWITCH WITH GROUND FAULT PROTECTION. J. 24 VOLT VALVE WIRE SHALL BE A MINIMUM OF #14 GAUGE, U.F. APPROVED FOR DIRECT BURIAL, SINGLE CONDUCTOR IRRIGATION WIRE. EACH CONTROLLER SHALL HAVE A DIFFERENT COLOR STATION AND COMMON WIRE. J.A. STATION WIRE -ANY COLOR EXCEPT WHITE OR BLUE J.B. COMMON WIRE -WHITE J.C. EXTRA COMMON WIRES -BLUE K. WIRE SPLICES SHALL BE ENCASED IN A WATERPROOF COMPOUND OR GEL. ALL FIELD SPLICES SHALL BE LOCATED IN A 6 INCH ROUND VALVE BOX. L. RAIN SENSOR: TYPE AND MODEL PER PLANS. METHODS A. THIS DESIGN IS DIAGRAMMATIC. ALL PIPING, VALVES, AND OTHER EQUIPMENT SHOWN WITHIN PAVED AREAS OR OUT OF PROPERTY BOUNDARIES ARE FOR DESIGN CLARIFICATION ONLY, AND SHALL BE INSTALLED IN PLANTING AREAS WITHIN THE PROPERTY LINES OR LIMITS INDICATED ON THE IRRIGATION CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL ABOVE -GRADE IRRIGATION EQUIPMENT WITH THE OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO INSTALLATION, OR IRRIGATION CONTRACTOR MAY BE REQUIRED TO MOVE SUCH ITEMS AT HIS OWN ENSURE FIELD COORDINATION IS MADE EARLY ON IN THE CONSTRUCTION PHASE SO PLACEMENT LOCATION IS CORRECT. B. THE IRRIGATION CONTRACTOR SHALL MEET WITH THE OWNER'S REPRESENTATIVE PRIOR TO COMMENCEMENT OF WORK, AND SHALL OBTAIN ALL ENGINEERING, LANDSCAPE, AND OTHER APPLICABLE PLANS & DOCUMENTS. THE CONTRACTOR SHALL THOROUGHLY REVIEW THE PLANS AND REPORT ANY CONFLICTS OR DISCREPANCIES TO THE LANDSCAPE ARCHITECT AND OWNER'S REPRESENTATIVE IMMEDIATELY. C. THE IRRIGATION CONTRACTOR SHALL NOT WILFULLY INSTALL THE IRRIGATION SYSTEM AS SHOWN ON THE DRAWINGS WHEN IT IS OBVIOUS IN THE FIELD THAT UNKNOWN OBSTRUCTIONS, GRADES OR DIMENSIONS EXIST THAT MIGHT NOT HAVE BEEN CONSIDERED IN THE ENGINEEERING. SUCH OBSTRUCTIONS OR DIFFERENCES SHALL BE BROUGHT TO THE ATTENTION OF THE IRRIGATION DESIGNER. IN THE EVENT THAT THIS NOTIFICATION IS NOT PERFORMED, THE IRRIGATION CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY REVISIONS AND NECESSARY COSTS. D. SEE UTILITY PLANS FOR IRRIGATION POINTS OF CONNECTION (TAP) AND DOMESTIC WATER SUPPLY. E. THE IRRIGATION CONTRACTOR SHALL PAY ANY AND ALL FEES ASSOCIATED WITH THE INSTALLATION OF THE IRRIGATION SYSTEM. F. AT LEAST SEVEN DAYS BEFORE BEGINNING WORK, CONFIRM THE STATIC WATER PRESSURE IS AT LEAST 60 PSI. IF STATIC WATER PRESSURE IS LESS THAN STATED, DO NOT PROCEED WITHOUT FIRST NOTIFYING THE IRRIGATION DESIGNER AND OWNER IN WRITING, AND OBTAINING SUBSEQUENT DIRECTION FOR CORRECTIONAL MEASURES. SHOULD THE IRRIGATION CONTRACTOR CHOOSE TO BEGIN THE INSTALLATION WITHOUT SUCH NOTIFICATION, THE IRRIGATION CONTRACTOR WILL ASSUME THE RESPONSIBILITY FOR ALL COSTS INCURRED TO ENSURE THE SYSTEM IS WORKING PROPERLY. NO CHANGE ORDERS VILL BE AUTHORIZED IN SUCH CIRCUMSTANCES. G. THE IRRIGATION CONTRACTOR SHALL VERIFY THE LOCATION OF ALL UNDERGROUND UTILITY LINES (WATER, SEWER, ELECTRICAL, TELEPHONE, GAS, CABLE, TELEVISION, ETC.) PRIOR TO THE START OF ANY WORK. THE CONTRACTOR SHALL BE FAMILIAR WITH ALL GRADE DIFFERENCES, LOCATIONS OF ALLS, STRUCTURES AND UTILITIES - IT. COORDINATE WITH THE OWNER THE PROPOSED LOCATIONS OF THE AUTOMATIC CONTROLLER AND ANY REQUIRED SLEEVES THROUGH THE BUILDING FOR CONTROL WIRES. I. TRENCHING NEAR EXISTING TREES: I.A. CONTRACTOR SHALL NOT DISTURB ROOTS 1-1/2" AND LARGER IN DIAMETER WITHIN THE CRITICAL ROOT ZONE (CRZ) OF EXISTING TREES, AND SHALL EXERCISE ALL POSSIBLE CARE AND PRECAUTIONS TO AVOID INJURY TO TREE ROOTS, TRUNKS, AND BRANCHES. THE CRZ IS DEFINED AS A CIRCULAR AREA EXTENDING OUTWARD FROM THE TREE TRUNK, WITH A RADIUS EQUAL TO V FOR EVERY 1" OF TRUNK DIAMETER -AT -BREAST -HEIGHT (4.5' ABOVE THE AVERAGE GRADE AT THE TRUNK). I.B. ALL EXCAVATION WITHIN THE CRZ SHALL BE PERFORMED USING HAND TOOLS. NO MACHINE EXCAVATION OR TRENCHING OF ANY KIND SHALL BE ALLOWED WITHIN THE CRZ. I.C. ALTER ALIGNMENT OF PIPE TO AVOID TREE ROOTS 1-1/2" AND LARGER IN DIAMETER. WHERE TREE ROOTS 1-1/2" AND LARGER IN DIAMETER ARE ENCOUNTERED IN THE FIELD, TUNNEL UNDER SUCH ROOTS. WRAP EXPOSED ROOTS WITH SEVERAL LAYERS OF BURLAP AND KEEP MOIST. CLOSE ALL TRENCHES WITHIN THE CANOPY DRIP LINES WITHIN 24 HOURS. I.D. ALL SEVERED ROOTS SHALL BE HAND PRUNED WITH SHARP TOOLS AND ALLOWED TO AIR-DRY. DO NOT USE ANY SORT OF SEALERS OR WOUND PAINTS. J. ALL BACKFILL MATERIAL SHALL BE SUBJECT TO APPROVAL BY THE OWNER. BACKFILL MATERIAL SHALL BE FREE FROM RUBBISH, ROCK, LARGE STONES, BRUSH, SOD, FROZEN MATERIAL OR OTHER UNSUITABLE SUBSTANCES THAT MAY DAMAGE PIPE DURING THE BACKFILLING OPERATIONS. IN THE EVENT THAT THE MATERIAL FROM THE EXCAVATION OR TRENCHING IS FOUND TO BE UNSUITABLE FOR USE IN BACKFILL, IT SHALL BE REMOVED FROM THE SITE AND PROPERLY AND LEGALLY DISPOSED OF BY THE CONTRACTOR AT THE CONTRACTOR'S EXPENSE. THE CONTRACTOR SHALL THEN PURCHASE AND AND FURNISH SUITABLE BACKFILL MATERIAL CONSISTING OF EARTH, LOAM, SANDY CLAY, SAND OR OTHER APPROVED MATERIALS FREE OF DEBRIS. K. BACKFLOW INSTALLATION: CONTRACTOR SHALL MAKE CONNECTIONS TO EXISTING WATER SOURCES AT LOCATION SHOWN ON PLANS AND AS APPROVED BY THE OWNER, AND SHALL MAKE ANY MINOR CHANGES IN LOCATION AS MAY BE NECESSARY DUE TO ACTUAL SITE CONDITIONS. BACKFLOW HEIGHT SHALL BE AS PER LOCAL CODES AND IRRIGATION DETAILS. INSTALL A BRASS BALL VALVE IMMEDIATELY UPSTREAM OF THE BACKFLOW DEVICE TO SERVE AS AN ISOLATION VALVE. L. PIPING: L.A. PIPE SIZE SHALL CONFORM TO THOSE SHOWN ON THE DRAWINGS. NO SUBSTITUTIONS OF SMALLER PIPE SIZES SHALL BE PERMITTED, BUT SUBSTITUTIONS FOR LARGER SIZES MAY BE APPROVED. L.B. MAINLINE PIPE AND WIRES SHALL BE INSTALLED WITH A MINIMUM COVER OF 18 INCHES.LATERAL PIPE SHALL BE INSTALLED WITH A MINIMUM COVER OF 12 INCHES. L.C. ASSEMBLE ALL THREADED FITTINGS WITH TEFLON TAPE, WHICH SHALL BE APPLIED TO MALE THREADS ONLY. L.D. ALL SOLVENT -WELD CONNECTIONS SHALL BE MADE WITH APPROVED SOLVENT -WELD PRIMER AND GLUE. L.E. PIPE SHALL BE INSTALLED WITH A MINIMUM OF 4" HORIZONTAL CLEARANCE FROM ANY OTHER PIPE AND 2" VERTICAL CLEARANCE FROM ANY PIPES THAT CROSS OVER OR UNDER. M. VALVES SHALL BE INSTALLED PER MANUFACTURER'S DIRECTIONS AND THE IRRIGATION DETAILS. EACH VALVE SHALL BEAR A PRE-PRINTED WATERPROOF TAG BEARING THE APPROPRIATE CONTROLLER STATION NUMBER. N. VALVE BOXES SHALL BE INSTALLED FLUSH WITH THE GRADE, WITH CLEAN PEA GRAVEL LOCATED BELOW THE VALVE AS NOTED ON THE DETAILS. EACH VALVE BOX COVER SHALL BE HEAT -BRANDED WITH THE CONTROLLER STATION NUMBER- 0. DRIP IRRIGATION EQUIPMENT SHALL BE INSTALLED PER MANUFACTURER'S DIRECTIONS AND THE IRRIGATION DETAILS. O.A. SUBSURFACE DRIP LINES SHALL BE BURIED NO MORE THAN 2" BELOW FINISH GRADE. O.B. DRIP LINES MOUNTED ON GRADE SHALL BE LOCATED BENEATH LANDSCAPE FABRIC, AND SECURED IN PLACE WITH WIRE STAPLES AT A MAXIMUM OF 48" ON CENTER. P. SPRAY, ROTOR, AND BUBBLER HEADS: P.A. ALL SPRAY AND ROTOR HEAD LOCATIONS SHALL BE STAKED, FLAGGED AND/OR OTHERWISE CLEARLY MARKED ON THE GROUND PRIOR TO INSTALLATION. SPRINKLER HEAD STAKING SHALL BE INSPECTED AND APPROVED BY THE OWNER'S REPRESENTATIVE BEFORE INSTALLATION. P.B. ALL SPRAY HEADS SHALL BE CONNECTED WITH A 12 INCH MINIMUM LENGTH OF112 INCH FLEX PVC. THE FLEX PVC SHALL BE SOLVENT WELDED TO SCHEDULE 40 PVC FITTINGS WITH WELD -ON #795 SOLVENT AND #P-70 PRIMER. ALL ROTORS SHALL BE CONNECTED TO LATERAL LINES WITH PRE -MANUFACTURED SWING JOINTS. ALL ROTOR, SPRAY AND BUBBLER HEADS SHALL BE SET PERPENDICULAR AND FLUSH TO FINISH GRADE AND WITH A CLEARANCE OF FOUR INCHES (MINIMUM) FROM THE EDGE OF ANY BUILDINGS, WALLS, BOULDERS, AND HARDSCAPE, UNLESS OTHERWISE SPECIFIED. P.C. ALL ROTOR, SPRAY AND BUBBLER HEADS AND VALVES SHALL BE FLUSHED AND ADJUSTED FOR OPTIMUM COVERAGE WITH MINIMUM OVERSPRAY ON WALKS, STREETS, WALLS, ETC. Q. AUTOMATIC CONTROLLER: Q.A. INSTALL THE CONTROLLER AT THE LOCATION INDICATED BY THE OWNER. INSTALL CONTROLLER WITH A BACKUP BATTERY AS RECOMMENDED BY THE MANUFACTURER. Q.B. THE IRRIGATION CONTRACTOR SHALL COORDINATE 120 V.A.C. ELECTRICAL POWER TO CONTROLLER AND DEDICATE ONE (1) 20-AMP BREAKER FOR EACH CONTROLLER. IT SHALL BE THE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR TO MAKE THE FINAL HOOK-UP FROM THE ELECTRICAL SOURCE TO THE CONTROLLER UNIT ONLY. Q.C. ALL VALVE CONTROL WIRE SHALL BE AWG 14 TYPE UF, 600 VOLT TEST, DIRECT BURIAL. NO SPLICES SHALL BE ALLOWED EXCEPT AT VALVES AND CONTROLLER. WHERE SPLICES MAY BE NECESSARY DUE TO EXCESSIVELY LONG WIRE RUNS, THE CONTRACTOR SHALL MAKE ALL SPLICES IN 6" ROUND VALVE BOXES WITH 3M'S "DBY-DIRECT BURIAL SPLICE KIT'. THE CONTRACTOR SHALL LABEL ALL WIRES WITH WATERPROOF TAGS AND MARKERS AT ALL SPLICES AND VALVE MANIFOLDS, AND SHALL LEAVE A 24" COIL OF EXCESS WIRE AT EACH CONNECTION. Q.D. PROVIDE #10 COMMON WIRE, DIRECT BURIAL, TO ALL REMOTE CONTROL VALVES. Q.E. CONNECT ALL DIRECT BURIAL WIRES TO VALVES USING 3M'S "DBY-DIRECT BURIAL SPLICE KIT' (UNLESS OTHERWISE SPECIFIED). Q.F. PROVIDE THREE ADDITIONAL IRRIGATION CONTROL WIRES ALONG EACH BRANCH OF MAINLINE FOR FUTURE EXPANSION. STUB ADDITIONAL CONTROL WIRES INTO BACK OF IRRIGATION CONTROLLERS. Q.G. THE IRRIGATION CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING ALL CONTROL WIRE SLEEVES AND PIPE SLEEVES UNDER PAVED AREAS PRIOR TO PAVING - SEE SLEEVING NOTES. R. INSTALL THE RAIN SENSOR IN THE VICINITY OF THE CONTROLLER AND COORDINATE LOCATION WITH THE OWNER. IT IS THE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR TO ENSURE THE RAIN SENSOR IS PLACED IN A LOCATION WHERE IT CAN RECEIVE ADEQUATE RAINFALL WITHOUT OBSTRUCTIONS. IF IT IS PLACED IN AN INADEQUATE LOCATION, THE IRRIGATION CONTRACTOR MAY BE REQUIRED TO RELOCATE IT AT NO ADDITIONAL COST TO THE OWNER. S. ALL IRRIGATION EQUIPMENT NOT OTHERWISE DETAILED OR SPECIFIED SHALL BE INSTALLED AS PER MANUFACTURER'S RECOMMENDATIONS AND SPECIFICATIONS. T. QUALITY CONTROL TA_ PERFORM COVERAGE TESTS AFTER SPRINKLER SYSTEM IS COMPLETED BUT PRIOR TO ANY PLANTING AND PERFORM TESTING IN THE PRESENCE OF THE IRRIGATION DESIGNER AND THE CONSTRUCTION MANAGER. T.B. TEST SYSTEM TO ASSURE THAT ALL LAWN AND PLANTING AREAS ARE WATERED COMPLETELY AND UNIFORMLY. T.C. MAKE ALL NECESSARY ADJUSTMENTS TO PROVIDE COMPLETE COVERAGE, INCLUDING REALIGNMENT OF HEADS AND REPLACEMENT OF NOZZLES. U. CLEAN UP U.A. DURING IRRIGATION EXCAVATION AND INSTALLATION KEEP ALL PAVEMENT CLEAN AND ALL WORK AREAS IN A NEAT ORDERLY CONDITION. U.B. DISPOSED LEGALLY OF ALL EXCAVATED MATERIALS OFF THE PROJECT SITE. V. INSPECTION AND ACCEPTANCE V.A. UPON COMPLETION OF THE WORK THE IRRIGATION CONTRACTOR SHALL PROVIDE THE SITE CLEAN FREE OF DEBRIS AND TRASH, AND SUITABLE FOR USE AS INTENDED. THE IRRIGATION CONTRACTOR SHALL THEN REQUEST AN INSPECTION BY THE OWNER TO DETERMINE FINAL ACCEPTABILITY. V.B. WHEN THE INSPECTED WORK DOES NOT COMPLY WITH THE CONTRACT DOCUMENTS, THE CONTRACTOR SHALL REPLACE AND/OR REPAIR THE REJECTED WORK TO THE OWNER'S SATISFACTION WITHIN 24 HOURS. V.C. THE MAINTENANCE PERIOD WILL NOT COMMENCE UNTIL THE WORK HAS BEEN RE -INSPECTED BY THE OWNER AND FOUND TO BE ACCEPTABLE. AT THAT TIME, A WRITTEN NOTICE OF FINAL ACCEPTANCE WILL BE ISSUED BY THE OWNER, AND THE MAINTENANCE AND GUARANTEE PERIODS WILL COMMENCE. V.D. CONTROLLER CHART: THE IRRIGATION CONTRACTOR SHALL PROVIDE A 8 1/2" X 11" COLOR -CODED, LAMINATED COPY OF THE IRRIGATION LAYOUT AND PLACE IT IN THE CONTROLLER'S COVER. THE CONTROLLER CHART SHALL CLEARLY DELINEATE THE AREAS COVERED BY EACH VALVE, USING A SEPARATE COLOR FOR EACH ZONE. V.E. TURN THE FOLLOWING ITEMS IN TO THE OWNER UPON COMPLETION OF THE INSTALLATION: V.E.A. QUICK COUPLER KEYS (2) V.E.B. CONTROLLER MANUAL (1) V.E.C. CONTROLLER KEYS (2) V.E.D. A MINIMUM OF (2) COPIES OF RECORD DRAWINGS. A RECORD DRAWING IS A RECORD OF ALL CHANGES THAT OCCURRED IN THE FIELD AND THAT ARE DOCUMENTED THROUGH CHANGE ORDERS, ADDENDA, OR CONTRACTOR/CONSULTANT DRAWING MARKUPS. W. REFER TO THE PLANTING SPECIFICATIONS FOR ADDITIONAL CONDITIONS OF FINAL ACCEPTANCE AND START OF THE MAINTENANCE PERIOD. X. WARRANTY X.A. THE IRRIGATION SYSTEM SUPPLIED AND INSTALLED SHALL BE WARRANTED (LABOR AND MATERIALS) TO REMAIN OPERATIONAL FOR A PERIOD OF 12 MONTHS AFTER THE DATE OF FINAL ACCEPTANCE. DURING THIS PERIOD, THE CONTRACTOR SHALL ALSO REPAIR ANY SETTLEMENT OF THE IRRIGATION TRENCHES. X.B. BY THE END OF THE WARRANTY PERIOD, ANY IRRIGATION PART THAT IS EITHER NON -OPERATIONAL OR THAT IS OPERATING BELOW STANDARDS AS DETERMINED BY THE OWNER, SHALL BE REMOVED FROM THE SITE AND SHALL BE REPLACED. REPLACEMENTS SHALL BE OF THE SAME KIND AS SPECIFIED IN THE IRRIGATION LEGEND, AND SHALL BE INSTALLED AS ORIGINALLY SPECIFIED. X.C. IRRIGATION PARTS DAMAGED OR IMPAIRED DUE TO ACTS OF GOD, VANDALISM, AND/OR THE OWNER'S IMPROPER MAINTENANCE SHALL NOT BE COVERED BY THIS WARRANTY. 01 FINISH GRADE/TOP OF MULCH (2) QUICK COUPLER VALVE: BUCKNER MODEL QCV Q3 VALVE BOX WITH COVER ® PVC SCH 80 NIPPLE (AS REQD LENGTH) @ 3-INCH MINIMUM DEPTH OF 3/4-INCH WASHED GRAVEL @ BRICK (1 OF 2) C7� PVC SCH 40 ELL 8 PVC SCH 40 TEE OR ELL 9 PVC MAINLINE PIPE 1® PVC SCH 40 ELL 11 2" X 2" REDWOOD STAKE WITH STAINLESS STEEL GEAR CLAMPS OR EQUIVALENT SUPPORT SYSTEM NOTE: FURNISH FITTINGS AND PIPING TO BE SIZED PER THE NOMINAL QUICK COUPLING VALVE INLET SIZE VALVE QUICK COUPLER C- O6 SCALE: NOT TO SCALE Backnow, prevention device.(See the Brass ball valv8. irrigation plans for make and model). Install the device per the local water Threaded galvanized purveyor's standards and specifications. nipple. Galvanized piney degree (g0°) elbow. Galvanized nipple. Ev Galvanized union. III o 8 Wrap 20 mil tape 4" thick Concrete pad, 1" above finished o twice galvanized p all grade. See backnow cage detail. galvanized pipe under . finished grade and Nrough the concrete. I_Ut v e. Galvanized nipple. Galvanized coupling. Flow Note: 1- All assembly parts (threaded nipples, fittings, etc.) shall be galvanized or brass per local codes and requirements. Sch. 80 PVC male 2- Galvanized nipple shall extend 12" past the edge of the concrete footing. adapter. Concrete thrust 3- Sch. 80 PVC male adapter shall be used in connection from galvanize to the mainline. blocks required on backflow devices 2.5" 4- Backnow prevention device shall be located as close as possible to the landscape meter. and larger. 5- Backnow prevention device shall be located in planting area unless approved by Owner's Representative. 6- See detail for backflow cage installation. 7- All backflow prevention devices shall have freeze blanket included upon installation. 8- All galvanized connections shall to be made using pipe thread sealant. All Sch. 80 PVC to galvanized Connections to be made using tenon tape. SCALE: NOT TO SCALE ESP-LXME RED WHITE ROJO BLANCO 24 VAC ORemove jumper wire, if present. Retire el cable puente, si to hay. SENSOR • _ 6CI N fMV O COMMON% ' � L RaavkBeeo A 13LACK GREEN NEGRO VERDE 0 Connect WR2 wires. Conecte los cables del sensor WR2. CONTROLLER/RAIN SENSOR - WR2 - ESP-LXME WIRING DIAGRAM SGALE: NO I 10 SCALE O FINISH GRADE/TOP OF MULCH O VALVE BOX WITH COVER: RAIN BIRD VB-STD O 30-INCH LINEAR LENGTH OF WIRE, COILED O4 WATERPROOF CONNECTION: RAIN BIRD DB SERIES O 1-INCH BALL VALVE (INCLUDED IN XCZ-PRB-100-COM KIT) © ID TAG O REMOTE CONTROL VALVE: RAIN BIRD PESB (INCLUCED IN XCZ-PRB-100-COM KIT) O PRESSURE REGULATING QUICK CHECK BASKET FILTER: RAIN BIRD PRB-QKCHK-100 (INCLUDED IN XCZ-PRB-100-COM KIT) O PVC SCH 40 FEMALE ADAPTOR 10 LATERAL PIPE 11 PVC SCH 80 NIPPLE (LENGTH AS REQUIRED) 12 PVC SCH 40 ELL 13 PVC SCH 80 NIPPLE (2-INCH LENGTH, HIDDEN) AND PVC SCH 40 ELL GPVCSCH 40 TEE OR ELL G 15 MAINLINE PIPE 16 3-INCH MINIMUM DEPTH OF 3/4-INCH WASHED GRAVEL 17 PVC SCH 80 NIPPLE, CLOSE (INCLUDED IN XCZ-PRB-100-COM KIT) E VALVE XCZ-100-PRB-COM DRIP ZONE KIT IN SQUARE VALVE BOX C-706 SCALE: NOT TO SCALE vML vr__ - rr=o or_r%N SCALE: NOT TO SCALE O30-INCH LINEAR LENGTH OF WIRE, COILED O2 WATERPROOF CONNECTION RAIN BIRD SPLICE-1 (1 OF 2) O ID TAG: RAIN BIRD VID SERIES O4 REMOTE CONTROL VALVE: RAIN BIRD PESB-PRS-D WITH NP-HAN O VALVE BOX WITH COVER: RAIN BIRD VB-STD O6 FINISH GRADE/TOP OF MULCH O PVC SCH 80 NIPPLE (CLOSE) 8 PVC SCH 40 ELL O O PVC SCH 80 NIPPLE (LENGTH AS REQUIRED) 10 BRICK (1 OF 4) 11 PVC MAINLINE PIPE 12 SCH 80 NIPPLE (2-INCH LENGTH, HIDDEN) AND SCH 40 ELL 13 PVC SCH 40 TEE OR ELL 14 PVC SCH 40 MALE ADAPTER 15 PVC LATERAL PIPE 16 3.0-INCH MINIMUM DEPTH OF 3/4-INCH WASHED GRAVEL n Rzaic SEE WIRING DETAIL INDOOR WALL .07 O RAIN BIRD CONTROLLER: RAIN BIRD ESP-4Mi INDOOR WALL MOUNT O1-INCH PVC SCH 40 CONDUIT AND FITTINGS FOR VALVE WIRES O RAIN BIRD WR2 WIRELESS SENSOR CONTROLLER INTERFACE [8 rTa�jj ® CABLE HARNESS FOR CONTROLLER vlU INTERFACE (30" MAXIMUM) ® O GROUND WIRE TO �® GROUNDING GRID 6 6 120 VAC 60 HZ EXTERNAL O PLUG-IN TRANSFORMER lr+F�r NOTES: 1. FOR BEST PERFORMANCE, THE CONTROLLER INTERFACE SHOULD BE INSTALLED AT LEAST FIVE FEET ABOVE THE GROUND. 2. IT IS RECOMMENDED THAT THE CONTROLLER INTERFACE BE INSTALLED AWAY FROM SOURCES OF ELECTRICAL INTERFERENCE (SUCH AS TRANSFORMERS, GENERATORS, PUMPS, FANS, ELECTRICAL METER BOXES) AND METAL OBJECTS TO MAXIMIZE COMMUNICATION RANGE. r_____________� I I I I RED� I I OR GREEN I I BLACK OR I I WIRES ® WHITE I I TO HERT WIRES I I I TO HERE I I 2 > N U I I � I I WIRING DETAIL CONTROLLER - WALL MOUNT INTERIOR WR2 SERIES RAIN SENSOR INTERFACE SGALE: NO I 10 SGALE OUTDOOR WALL NOTES: 1. FOR BEST PERFORMANCE, THE CONTROLLER INTERFACE SHOULD BE INSTALLED AT LEAST FIVE FEET ABOVE THE GROUND. 2. IT IS RECOMMENDED THAT THE CONTROLLER INTERFACE BE INSTALLED AWAY FROM SOURCES OF ELECTRICAL INTERFERENCE (SUCH AS TRANSFORMERS, GENERATORS, PUMPS, FANS, ELECTRICAL METER BOXES) AND METAL OBJECTS TO MAXIMIZE COMMUNICATION RANGE. O RAIN BIRD CONTROLLER: RAIN BIRD ESP-4M OUTDOOR WALL MOUNT O2 1-INCH PVC SCH 40 CONDUIT AND FITTINGS FOR VALVE WIRES O RAIN BIRD WR2 WIRELESS SENSOR CONTROLLER INTERFACE O CABLE HARNESS FOR CONTROLLER INTERFACE (30" MAXIMUM) O GROUND WIRE TO GROUNDING GRID O JUNCTION BOX O 1/2-INCH PVC SCH 40 CONDUIT TO POWER SUPPLY I I I I RED� I OR GREEN I I BLACK OR I I WIRES ® WHITE I I TO HERE WIRES I TO HERE I Z 0 (7 > w U I I � I I WIRING ___________J DETAIL B CONTROLLER - WALL MOUNT EXTERIOR WR2 SERIES RAIN SENSOR INTERFACE C- O6 SCALE: NOT TO SCALE RE, A-W _xo BJNDG .. SCALE: NOT TO SCALE (DRAIN BIRD CONTROLLER WITH WR2 CONTROLLER INTERFACE O RAIN BIRD WR2 SENSOR RECOMMENDED MOUNTING SITE O SITES NOT RECOMMENDED FOR MOUNTING WR2 SENSOR NOTES: 1. SENSOR MAY BE MOUNTED ON FENCE, FENCE POST OR ON GUTTER OF HOUSE. 2. SENSOR SHOULD NOT BE MOUNTED UNDER TREES, IN AREAS AFFECTED BY SPRINKLER SYSTEM OR UNDER EAVE OF HOUSE. 0 Z_ EE W W LLI rn Z F of W Z W H W Ur KWWUJ jW z>-CD1`-pofU FWax WZ (n � > Z U W 'm U)Z)M 0 (n 7 Q Q Z Q Z U)MLUZFH °zaaa~o H Q U a 0 Z J 00 Z) W Z z o- Q > aJ U W H U) REVISIONS REV DATE COMMENT 1 10/29/2021 PER ISP COMMENTS2 01/21/2022 PER COUNTY COMMENTS ]BSC 3 04/OS/2022 PER COUNTY COMMENTS • Know what's below. Call before you dig. ALWAYS CALL 811 It's fast. It's free. It's the law. NOT APPROVED FOR CONSTRUCTION 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.: V211201 DRAWN BY: DSH CHECKED BY: RTY DATE: 10/29/2021 CAD I.D.: LSCP -2 PROJECT SITE PLAN DOCUMENTS FOR oIIscouNt PROPOSED LOCATION 1636 SEMINOLE TRAIL ALBERMARLE COUNTY CHARLOTTESVILLE, VIRGINIA 22901 BOHLER'� 2150 ASHLAND RD. SUITE 200 RICHMOND, VIRGINIA 23146 Phone: (804)893-8200 VA@BohlerEng.com ��pLTH pF'ti NICHOLAS T GEOID( Cert. No. 001653 gyp 8/27/2021 'wI.'4 PE A. SHEET TITLE: IRRIGATION NOTES AND DETAILS SHEET NUMBER: C-705 REVISION 3 - 04/08/2022 �z ( L�////// 2 @OF -FLUSH HEADER EE 3 6' 2 PRE-INSTPLLED BARB FRTNG BaCkfiow Prevention device. (Sae irti9ation W U) iR O legend for make and model). W 3 1 2 4 DRIP MANIFOLD @FLUSH PANT WITH PVC CAP OR OPTIONAL Z W W 6 BURIAL D PVC SALL VALVE 8 B 10 ] 4 PERIMETER OF AREA C7 ~ �! O Backfiow cage. (See irrigation legend for Z 5 Z fn 0 1] @PERIMETER DRIPUNE PIPE TO BE INSTALLED 4" thick Concrete make and model). lZ W H (� W j 11 I 2!-4' FROM PERIMETER OF AREA footing 1"above ('9 M U (n U of 16 6 PVC SUPPLY PIPE FROM RAIN BIRD CONTROL Ur Z W W > W I O ZONE KIT (SIZED TO MEET LATERAL ROW finished grade.W Z } Ur H W Q. (n 1 2 3 4 5 6 S I INSET A OOFOSUPPLY HEADER H W Z 2•_{. I a Lock box. J i Z U U) 0 �1 I @RUN BIRD XFS SERIES DRIPUNE (TYPICAL) of Q Q Z F I ] 15 14 2 Finished glade. (n Z) 2MIJ Q I @MALE ADAPTER INSERT Z U) W I— O FINISH GRADE I :..: :..: '.••.. ,.. Z H INISH GRADE/TOP OF MULCH z 5 0 STAINLESS STEEL OETKER OR MURRAY CLAMP O Q a Q _ Of 22 PVC DRIP MANIFOLD PIPE e I 11 OPERATION INDICATOR Q U d OP —UP SPRAY SPRINKLER: i L J - - © RAN BIRD MODEL OPERIND 0 JM SCH AD CAP?am O DO W RAIN BIRD 1806—SAM O PVC 1" X 3y' TRUE UNION BALL VALVE _ _ I 3 PVC SCH 40 BALL VMVE FIL Q Of Z U)) d Q WITH RAIN BIRD ROTARY NOZZLE INSETA ,� J CL Q O4 EASY FIT MALE X BARB ADAPTER: ] I 1{ RAIN BIRD %F SERIES BUNK TUBING ; J F VC SCH 80 NIPPLE RAIN BIRD XFF-MA-075 e a SECTION ANEW LENGTH AS REQUIRED BARB %BARB INSERT TEE O U ( ) S SUB -SURFACE DRIPLINE: I 15 RAIN BIRD XFF-TEE (TYPICAL) RAIN BIRD XF SERIES BLANK TUBING I B 18 PVC SCH 40 ELL OYPICAJI ri W 'VC SCH 40 ELL © 12-INCH VALVE BOX WITH COVER: I ©PVC SCH a RISER PIPE n MOW fie' RAIN BIRD VB-STD VC SCH 40 STREET ELL O 3-INCH MINIMUM DEPTH OF i 9 10 16 XF SERIES ME -DOWN STAKES (TDS-o50) 4"thick Backfiow cage. INSET C I REFER TO RAIN BIRD DRIPUNE DESIGN GUIDE concrete footing. �4 WASHED GRAVEL L__� FOR PROPER SPACING 'VC SCH 40 TEE OR ELL °� °° ° °° ° pO BRICK (1 OF 2) Concrete footing. VC LATERAL PIPE 00c�q o��p°o°d� moo° p 0�°�zon 3 1 2 3 INSET p o 0 000 °�Odi 2Spo " f' r. Z, S"ryp .. SPRAY HEAD - 1806 ROTARY NOZZLE SWING JOINT CONNECTING SCALE: NO I I U SCALE z 3 a F < Z N W N 3 o- N Z z 3 9 < U DRIPLINE - XFS SUB SURFACE FLUSH POINT WITH BALL VALVE SCALE: NO I 10 SCALE 1O FINISH GRADE/TOP OF MULCH O POP—UP SPRAY SPRINKLER: RAIN BIRD 1806—SI—PRS WITH 1800 VPC WITH RAIN BIRD ROTARY NOZZLE O3 PVC SCH 80 NIPPLE (LENGTH AS REQUIRED) O PVC SCH 40 ELL 5O PVC SCH 40 STREET ELL O PVC SCH 40 TEE OR ELL O PVC LATERAL PIPE NOTE: SIDE INLET CONNECTION SHOULD NOT BE USED IN FREEZING CLIMATES. SPRAY HEAD - 1806 SPRAY HEAD SIDE INLET SWING JOINT CONNECTING_ C-707 SCALE: NOT TO SCALE I 1 SPRAY HEAD - 180 707J SCALE: NOT TO SCALE INISH GRADE/TOP OF MULCH 'OP —UP SPRAY SPRINKLER: RAIN BIRD 1806—SAM—PRS WITH 1800 VPC WITH RAIN BIRD ROTARY NOZZLE 'VC SCH 80 NIPPLE (LENGTH AS REQUIRED) 'VC SCH 40 ELL 'VC SCH 40 STREET ELL WC SCH 40 TEE OR ELL WC LATERAL PIPE NOTES: 1. DISTANCE BETWEEN LATERAL ROWS AND EMrMR SPACING TO BE BASED ON SOIL TYPE, PLANT 1MTERMIS AND CHANGES IN ELEVATION. SEE INSTALLATION SPECIFICATIONS ON RAIN BIRD WEB SRE (WVW.RAINBIRD.COM) FOR SUGGESTED SPACING. 2. LENGTH OF LONGEST DRIPUNE LATERAL SHOULD NOT EXCEED THE MAXIMUM SPACING SHOWN IN THE ACCOMPAMYNG TABLE. @ XFS Orlpllne Maximum Lateral Lengths (Feag InIOlP.ura,I ITSpetlm 18.8 rag 2V SpIdng Nominal Fl.(WI') 0.0 1 0.9 N.1.1Fl.(,,h) 09 0.9 N[winNFb g h) OR 02 15 273 im 314 250 424 322 20 318 log 353 294 508 no 3D WD 230 413 350 536 414 40 395 255 465 402 e52 474 W 417 265 526 420 720 488 M 00 290 596 455 790 514 DRIPLINE - XFS SUB SURFACE CENTER FEED LAYOUT SCALE: NO I 10 SCALE @ d NOTES: 1. DISTANCE BETWEEN LATERAL ROWS AND WITTER SPACING TO BE BASED ON SOIL TYPE, PLANT MATERIALS AND CHANGES IN ELEVATION. SEE INSTALLATION SPECIFICATIONS ON BAN BIRD WEB SITE (WWW.RAINBIRD.COM) FOR SUGGESTED SPACING. 2. LENGTH OF LONGEST DRIPUNE LATERAL SHOULD NOT EXCEED THE MAXIMUM SPACING SHOWN IN THE ACCOMPANYING TABLE. @OF -RUSH HEADER @PRI INSTALLED BARB FITTING (DRUUSH DINT WITH PVC CAP OR OPTIONAL PVC BALL 4OPERIMEIER OF AREA OPERIMETER DRIPLINE PIPE TO BE INSTALLED 2-4' FROM PERIMETER OF AREA @RAIN BIRD XFS SERIES DRIPUNE (TYPICAL) O] OF -SUPPLY HEADER W OAM C DRIP MFOID FROM RAIN BIRD CONTROL ZONE VALVE KIT (SUED TO MEET UTERM FLOW DEMAND) @PVC SCH 40 ELL (TYPICAL) 10 PVC SCH 40 RISER PIPE 11 MALE ADAPTER INSERT 12 STAINLESS STEEL OETIKER OR MURRAY CLAMP 13 PVC SCH 40 CAP 14 PVC SCH 40 BALL VALVE 15 OPERATION INDICATOR RAIN BIRD MODEL OPERIND 18 XF SERIES TIE -DOWN STAKES (IDS-D50) REFER TO RAIN BIRD DRIPUNE DESIGN GUIDE FOR PROPER SPACING XFS Drpline Maximum Lateral Langft (FI N) InINPrepurapl 17sPeong 18•spad'g 2r Spaeng Nominal Flm(Wh) D.6 01 Nominel Flm(gO Ob Oa N rug!Fb gph) OA 0.9 15 213 155 314 25) 42A 322 20 M8 199 353 2N 506 us M 380 290 413 350 506 414 40 am z55 465 402 am 474 w 417 205 52a 420 120 493 00 Ofi0 290 590 455 790 514 E DRIPLINE - XFS SUB SURFACE END FEED LAYOUT_ C-707 SCALE: NOT TO SCALE NOTES: 1. DISTANCE BETWEEN LATERAL ROWS AND EMITTER SPACING TO BE BASED ON SOIL TYPE. PLANT MATERIALS AND CHANGES IN ELEVATION. SEE INSTALLATION SPECIFICATIONS ON RAIN BIRD WEB SITE (WWW.RMNBIRD.COM) FOR SUGGESTED SPACING. 2. LENGTH OF LONGEST DRIPUNE LATERAL SHOULD NOT EXCEED THE MAXIMUM SPACING SHOWN IN THE ACCOMPANYING TABLE 3. PLACE TE DOWN STAKES EVERY THREE FEET IN SAND, FOUR FEET IN LOAM. AND FIVE FEET IN CLAY. 4. AT FITTINGS WHERE THERE IS A CHANGE OF DIRECTION SUCH AS TEES OR ELBOWS, USE TIE -DOWN STAKES ON EACH LEG OF THE CHANGE OF DIRECTION. LARIr LIIVC -^170 O% SCALE: NOT TO SCALE OAF -SUPPLY HEADER O2 PRE -INSTALLED BARB FITTING @PVC DRIP MANIFOLD MGM RAIN BIRD CONTROL. ZONE VMW Ka (SIZED TO MEET LATERAL ROW DEMAND) GRAIN BIRD XFS SERIES DRIPUNE (TYPICAL) )PERIMETER OF AREA @PERIMETER DRIPUNE PIPE TO BE INSTALL D 2"-4' FROM PERIMETER OF AREA OFLUSH POINT (TYPICAL) - SEE RAIN BIRD XFD DETAILS FOR FLUSH POINT INSTALLATION OBARB X BARB INSERT TEE OR ELL RAIN BIRD XFF-TEE OR RAIN BIRD XFF-ELBOW (TYPICAL) O PVC RISER PIPE 10 PVC SUPPLY MANIFOLD 11 PVC SCH 40 SLEEVE PIPE SIZED TWICE ME SIZE OF MANIFOLD PIPE SIZE 12 PVC SCH 40 TEE OR ELL (TYPICAL) 13 PAVEMENT AND CURB 14 MALE ADAPTER INSERT 15 STAINLESS STEEL OETIKER OR MURRAY CIAMP 16 OPERATION INDICARIR RAIN BIRD MODEL: OPERIND 1 PvC SCH 4o GA➢ 16 %i BERIES TE-DOWN STAKES CM-O50) REFER TO RAIN BIRD DRIPUNE DESIGN GUIDE FOR PROPER SPACING XFS Dripline Maximum Lateral Lmplhs (Feet) IWMPI unIpl 12-S ang 19'SFetlng 2C Spnvi 9 NominelRm(Wl) O.e 02 Nanimi Flaw(gpel OA 0.9 NpNMIFbx(gMl) 0.8 02 15 V3 155 314 250 624 332 20 318 wo 959 294 500 %0 30 WD 230 413 3S0 3N 414 40 395 z55 446 402 as2 474 w 417 295 52e 42D )m 49e 00 AND 290 596 456 TBU 514 PLAN VIEW Notes: 1- Install backfiow cage per manufacturers specifications and recommendations. 2- See backfiow prevention device detail for reference. 2- Look box shall be located above concrete footing 3- Contractor shall provide a lock as approved by the Owner's Representative. BACKFLOW P SCALE: NU I 10 SCALE Finished grade. a C 'c iD 9g - TYPICAL BACKFLOW COVER INSTALLATION Direct burial low voltage control wires. \ NOTES: 1- See irrigation legend for mainline and lateral line pipe size and type. 2- Direct burial Control wires shall be installed in Sch. 40 PVC electrical condult B required. 3- 2-wire irrigation wire shall be installed in Sch. 40 PVC electrical conduit. 4- Delectable locator tape shall be located six inches (6") above the entire mainline tan. 2 1 Pavemem. (lateral line). Detectable locator tape. line (mainline). B TRENCHING - IRRIGATION TRENCHING UNDER GRADE C-707 SCALE: NOT TO SCALE Clean backfill, 95% relative compaction under paving or per civil engineer's plans. Control wires, sleeve under paving. Install adjacent to pressurized mainline. Bundle shall be no more than 50% of pipe diameter Mainline, sleeve under paving to be two times the diameter of the pressurized mainline pipe. Non -pressurized line, sleeve under paving to be two times the diameter of the lateral line. Notes: 1- See irrigation legend for mainline size and type, 2- All sleeves shall be Soh. 40 PVC pipe. 3- All sleeves shall extend 12" beyond the edge of pavement. 4- End of sleeves shall be located with a wooden stake or PVC pipe. Locators shall tan continuously from the end of the sleeve to finished grade. I RCIVA.A rl11VV - IRR11 SCALE: NOT TO SCALE REVISIONS REV DATE COMMENT 1 10/29/2021 PER ISP COMMENTS 2 01/21/2022 PER COUNTY COMMENTS IRTY 3 04/08/2022 PER COUNTY COMMENTS 1 Know what's below, Call before you dig. ALWAYS CALL 811 It's fast. It's free. It's the law. NOT APPROVED FOR CONSTRUCTION THIS DRAWING IS INTENDED FOR MUNICIPAL AN)/OR AGENCY REVIEW AN) APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION DOCUMENT UNLESS INDICATE) OTHERWISE. PROJECT No.: V211201 DRAWN BY: DSH CHECKED BY: RTY DATE: 10/29/2021 CAD I.D.: LSCP -2 PROJECT SITE PLAN DOCUMENTS FOR o1scouNt PROPOSED LOCATION 1636 SEMINOLE TRAIL ALBERMARLE COUNTY CHARLOTTESVILLE, VIRGINIA 22901 BOHLER'� 2150 ASHLAND RD. SUITE 200 RICHMOND, VIRGINIA 23146 Phone: (804)893-8200 VA@BohlerEng.com ��pLTH pF'ti //�J/f��Yl �/ V�� NICHOLAS T GEOR( Cert. No. 001653 gyp 8/27/2021 PE ARG SHEET TITLE: IRRIGATION NOTES AND DETAILS SHEET NUMBER C-706 REVISION 3 - 04/08/2022 J 1 w Z a W w r O z O X n Ca 17 0 0 0 3 n 0 6 [C D: N Z 3 Lu < z N w N 3 o. N (7 z_ 3 0 < U NEW from Dekorra Products BACKFLOW ENCLOSURES rh1 ROCK&ENCLOSURES irable polyethylene construction to -piece design with easy lift-off access ;SE Standard 1060 approval on all ree classifications of protection lilt -in double -locking hasp f sect -resistant ventilation media MODEL 301HGT.0 M!1• a.aM.,A rn.•n im..la FOR OUTDOOR INSTALLATIONS Our insulated and uninsulated enclosures are designed rimaril for the backflow market and fit ?A"-2" backflow assemblies and 9 P Y pressure vacuum breakers. Available in three t Dekorra box and baseonly, confi urations: , 2 Dekorra backflow box and base with an 9 insulated pouch providing R-13 insulation; or 3) Dekorra backflow box and base with insulation and self-regulating heat source. 4) Optional Cage View- design allows for easy visual inspection and vandal protection. Choose from two natural tones —Green Turf or Brown Granite. Job Name Contractor Job Location Approval Engineer Contractor's P.O. Number Approval Representative Model Options Specifications Dekorra Backflow Enclosures incorporate features to provide for positive drainage, security, and accessibility for monitoring, testing, repairing and replacing components. The enclosure provides freeze protection, freeze retardant or non -freeze protection of the components inside. ASSE Classes . CLASS I (Cl) -Freeze protection. Dekorra Enclosures Class I and I-V shall have a minimum thermal resistance value of eight and a positive means of heat. Dekorra Backflow enclosures have been designed and constructed to maintain a minimum internal temperature of 40OF. a CLASS II (0) - Freeze retardant. Dekorra Enclosures Class II and II-V shall have a minimum thermal resistance value of eight. Dekorra Backflow enclosures have been designed and constructed to be installed in minimum external temperatures of 33OF. a CLASS III (0) - Non -freeze protection. Dekorra Enclosures Class III and III-V are designed and constructed to provide system security for components when freezing MODEL 3olsGcv temperatures are not a consideration. BF-VR542n1 MODEL 301 MODEL 302 Imo— 21.0 —.� I... 6.5 ae.o }III 9] 27.5 as-v I~ L - 25.5 10.250.0 �I 0 48.o 7.0vI� 335 16.50 ASSE CLASSIFICATIONS: CLASS In(C3)(non-insulated) CLASS n (C2) (insulated) CLASS I (C7) (insulated & heated) MODEL301 I ag5i:W�P'e;el9nr26s• MODEL302 Width: laht ns•wihe1hsitsrc:Weght:25IbunitsPerth ® Model 301-N-C3PC U6 56803 33012 9 Model 301-BG-C2 4AUPC 6 56803 23012 2 Model 301-BG-C1 MODEL 30t-BG-U UPC 6 5680313012 5 ® Model 301-GT{3 UPC 6 56803 330112 Model 301 GTHC2 UPC 6 56803 230115 Model 301 GT{1 MODEL 3at�s<a UPC 65680313011E 4KModel 301 CageView"' Model 301 GT-CV UPC 6 56803 630113 Model 301-BG-CV UPC 6 56803 63012 0 MOM BM43G.CV This enclosures base has a soiid floor for mounting a pump. . P Model 321 DIme,Wals 33.5%z 16.5-W z 261 Model 321 GT UPC 6 56803 03011 1 Model 321-BG UPC 6 56803 03012 8 MODEL 30LaG{3 COLOR OPTIONS: Choose Brown Granite BG or Green Turf (GT) ( ) ■ ■ STANDARD OPTIONAL Foam Inserts Metal Vents Model 701-FV Model 701-MV Foam inserts for Optional metal grate ventilation are included venuforaddnional with each enclosure. security. Hardware is included with each enclosure for anchoring to a concrete pad. Stakes are also included for situations where no concrete pad is required. Model 302-BG-C3 UPC 6 56803 33022 8 Model 302-BG-C2 UPC 6 56803 230221 Model 302-BG.Cl UPC 6 5680313022 4 Model 302-GT-C3 UPC 6 56803 330211 Model 302-GT-C2 UPC 6 56803 230214 Model 302-GY-Cl UPC 6 56803130217 Model 302 CageView'" Model 302-GT-CV UPC 6 56803 630212 Model 302-BG-CV UPC 6 56803 63022 9 This enclosure's base has a wild floor for mounting a pump Model 322 Dimemionse 48 L x 17"W x 27.5•H Model 322-GY UPC 6 56803 030210 Model 322-BG UPC 6 56803 03022 7 �,h1 DEKoRRA® website: www.dekorraproducts.com Email: info@dekorraproducts.com �wlto www.dekorraproducts.com Call Toll Free: 888.635.8585 MADE IN THE USA r"Cl. or., M4iFXIPIS RAI* kBIRAD. WR2 Series Wireless Rain/Freeze Sensors Superior Signal Reliability and Ease of Use The Rain Bird Wireless (fain Sensor is designed Electrical Specifications for 24VAC residential and commercial irrigation •Application: suitable for use with 24VAC systems. This high -quality product saves Water controllers(with or without pump start/ - 0- and extends irrigation system life by automati- *• master valve)%" ationduingprain an la and interrupting irtF • Electrical rating suitable for use with up to gation during rain and low temperature events. six 24VAC NA solenoids plus an additional r Programming logic can suspend irrigation master valve or m start that does not Prog 9 09 Pe pump using" uick Shut Off"feature or theQ exceed 53VA amount of rainfall exceeds the rainfall set point •Controller Interface wire: 30"V6 cm) length of Likewise,the Wireless Rain/ Freeze Sensorwill #22 gauge(0.64 men) UV resistant extension suspend irrigation when the system reaches a ,nine programmed low temperature set point •UL, CUL, CE, C-Tick and WEEE certifications �} , p 0 Features &Benefits • FCC approved spread spectrum 2 way x { cur transceivers with FCC Class B aPWova Is ■ Enhancedantennaa provides PPaY P • Signal transmission distance of 700' Line of superior signal reliability that overcomes PL 9 tY 9 most lineofsi line -of -sight Sight ■ Sensor signal strength indicator enables •Battery life: four or more years under normal one person set up, reducing installation operating conditions time • 6 KV surge / lighting protection WR2 Sensor Assembly ■ Convenient adjustment and monitoring• Sensor Length: 513"(14.7 on) of rainorfreezesettingsatthecontroller Mechanical Properties interface • Adjustable rainfall settings from 1/8"-1/2" • Attachment Bracket Length: 4.6" (11.7 cm) ■ Simple battery replacement requiring no (3 -13 ram) • Distance between Mounting Holes: 4.25" tools or need to disassemble sensor •Adjustable low temperature settings from (10.8cm) 33-F -41"F (0.5' - 5Y) • Horizontal displacement(bracket+foced ball ■ Highly intuitive icor-driven controller •Threeirrigation modesroselect Programmed, arm):5.5"(14.Ocm) interface simplifies programming Suspend Irrigation for 72 hours, Override Replacement or Spare Parts ■ Easy to install, self -leveling sensor bracket sensor for 72 hours • WR2 Battery- #651009S mounts to flat surfaces or rain gutters ."Quids Shirt Off"suspends active irrigation • WR2 Disk Assembly - #6378105 ■ Antennas concealed within the units for cycle within approximately two minutes greater visual appeal and product • High-grade, UV resistant polymer units resist robustness harmful environmental affects ■ 'Quick Shut Off" interrupts active irrigation cycle during a rain event Dimensions • • • ' WR2 Controller Interface WR2 - RC Models -Width: 3.1' V.9 cm) Product Models Description -Length: 62"(172cm) Model North Amaka(916 MHz) WR2-RC Rain Combo WR2 INC. Rain combo -Depth: 17(43 cm) RFC RaINFreeze Combo WR2-RFC Rain/Freeze Combo • Distance between Mounting Holes: III Ram sensor only WR2-RS Rain Sensor Only 625"(15.9 [m) RI Rain/Freeze Sensor Only RFI:Rain/Freeae[ontroller WR2-RFS Rain/Freeze Sensor Only Interface Ony WR2-RFI Rain/Freeze Controller IotematMnal f868 MHz) Interface Only RCHEIM: Rain Combo RFCH11i Rain/Free2e Combo Specifications Specifications The Wireless min or rain /freeze sensor shall employ an electro-mechanical actuating mechanism designed to cause a circuit interrupt B programmable low temperature or rainfall set points are satisfied. Satisfied set points cause the device to temporarily suspend the irrigation controller schedule. As environmental condi- tions return to a state that no longer satisfy the low temperature or rainfall set points, the con- trollers normal irrigation schedule is resumed. The sensor shall be wired to normally closed (N.C.) controllers - in series with the valve com- mon, oraltemately, wires shall be Inserted into the appropriate controller sensor terminal ports. The device shall be of rugged Construction to withstand the elements, including exposure to sunlight and precipitation. Antennas shall be concealed within the sensor and controller interface to improve aesthetics and product robustness. The device shall be used with 24VAC Controllers and shall be ofsufficientapacityto be used with a maximum of six 24VAC NA Solenoids plus an additional master valve or pump start that does not exceed 53VA The wireless min sensor shall incorporate a provision that allows the Installer to select from several rainfall or low temperature settings that an be programmedthrough the use of icons Pro9 on a controller interface A sensor LED shall com- municate si nalstren strength the installation 9 9 9 process. The Rain Bird Rain or Rain / Freeze Sensor shall be manufactured Rain Bird Corporation, by rW Glendora, California. Bain Bird Corporation 6991 E. Southpoint Road Tucson, AZ 85756 Phone: (520) 741-6100 Fax: (520) 7416522 Rain Bird Technical services (800) RAINBIRD (1-800-724-6247) (U.S. and Canada) Versatile Mounting Bracket + yl �.a ► Rugged self- .. x x"..,v i' y 99 leveling bracket maintains rain sensor orientationIiy J2t3AVN�ejq�, - $ 7 -a r� Battery replacement V `, requires no tools 9 V1• �� st internal Robu antennas -- - -. forsu erior P aesthetics RAIA4BIRD, O RegateretlTrademaM OFRaIn 1w09IM [olpwaden 021na Rain BlN Corporabn (lain Bird Corporation 970 West Sierra Madre Avenue Azusa, CA 91702 Phone: (626) 812-3400 Far. (626) 812-3411 Specification Hotline 800-458-3005 (U.S. and Canada) Rain Bird International, Inc. 1000 West Sierra Madre Azusa, CA 91702 Phone: (626) 963-9311 Fax: (626) 852-7343 www.calnbkd.cam RAIJV BIRV Tech Spec ESP-LXME Controller ESP-LX Series Controllers !q, - The popular Rain Bird ESP-LX Series commercial Controller Features - controllers have been enhanced to provide adds- • Large LCDdisplaywkheasyronavigatesoftkey now, tioml features and station capacity.The ESP-LXME userinterface -, p Enhanced Controller provides flow sensing and •Hot-swappable modules, no need to power�•I management with modular station capadtyfrom down the controllerto addimmove modules 8to48 stations. Station modules are available in 4-, Dynamic station numbering eliminates station 8-, and 12-station models. numbering gaps r Applications • Weather Sensor inputwith override switch Master valvetpump start circuit The ESP-LXME provides flexible features and • 6user-selectable languages modularo lions that make the controller ideal P • Non -Volatile 100- r ram Yea program memory ( ) fora wide variety of applications including light- • Standard 10W surge protection commercial, commercial, and industrial irrigation • From panel is removable and programmable Electrical Specifications systems. Modular options include modular station under battery power Input required: 120VAC 110% 60Hz opacity, flow sensing, metal case and pedestal, Water Management Features (International nlodek 230VAC t 10%, 50tror ETC Manager Smart Cartridge, and NCC Network 6OHz;Australian Models: 240VAC i 100A 5OHz) Control Communication Cartrid esTheseo options 9 P O tioual Flow Smart Module -with Learn Flow P Output: 265VAC 1.9A arefield installed and cams upgrade enhance P9 utility and use totalizer ty 9e Power backH3 back-up battery ry the ESP-LXME at any timeintbefirture. Y FloWatch'" protection for high low Flow P g maintains time and date while nonvolatile conditions with user defined reactions memory maintains the programming Easy WUse FloManager" manages hydraulic demand, Multi -valve capacity: Maximum five 24VAC, The ESPAXMEController utilizes the fain Bird ESP making full use of available water to shorten 7VA solenoid valves simultaneous operation Extra -Simple Programming user interface. The dial, total watering time including the master valve, maximum two switches, and buttons interface which Rain Bird SimulStations'"am programmable to allow up solenoid valves per station first introduced in the early 19903 is easy to team to 5 Witter inchowons to operatgram ple at the sMme time Water Windows by program plus Manual MV Certifications and useandhasbecanea standard controller Water Window UL, CUI, CF, CSA,C-Tick FCC Part 15 interfacefortheirtigation industry. The large LCD Cycle+5uak'"by station s°fn display incorporates text labels for the but- pay rs Rain Delay Dimensions r de ton functions mtherthan dedicated buttons. 365-Day Calendar Day Off • Width:1432 in. (36,4an) Multiple language support allowsthe end -user Programmable Station Delay by program Heightl2.69 in.(32,2 an) or maintenance personnel to interface with the Normally Open or Closed MasterValve Depth: 550 In.(14,0an) controller in their primary language. User select- programmable by station able languages include English, Spanish, French, Weather Sensor programmable by station to German, Italian, and Portuguese. Date, time, and preventorpausewatering unit formats are also user configurable. Program Seasonal Adjust • Global Monthly Seasonal Adjust Easy to Install Diagnostic Features P The ESP-LXME Controller has a spacious case and Alarm light lens quick-connecttermirmis making installation fast diaghextemaluit b diagnostic breaker Electrum ESP-LXME ESPLXMSM4 and easy. Multiple size writing knockouts are pro- summary Progmmsumruaryand review videdon thebottom and backside ofthecase to • Variabletest program adapt roawide variety of wiring applications.The Base Controller without Station Modules doorand frontpanel areremovable sothecasecan RASTERR' station wiring test Flow Smart Module ESPLXMSM4: ESP-BLxME 4Station Module be easily mounted to the wall. Operating Specifications 8-station base ESPLXMSMB: • Station timing: 0 min to 12 him 8-Station Module Controller Hardware . Seasonal Adjust; 0%to 300%(16 him maximum ESPLxMSMtx • Plastic, locking, UV` resistant walkmount case station min time) 12-Station Module • Optional painted steel and stainless steel cases • 4independent progmms(ADM) Basecontrollerwith FSM-LXME and pedestals P ABCD programs can outdo P P Flow Smart Module • 8-, or 12-stations base unit Expandable to 48 e 8starttimes per program ESPlation as 12-station base Flow SmartMdules o stations with 4-,8-, & 12-Station Modules • Program Day Cycles include Custom days ofthe FSM-LXME Flow Smart • Flow SmartModule•"factory installed orfield week Odd,Odd3l, Even,&Cyclical dates Module upgmdable • Manual station, program, test program -- -. BIRD Specifications daycyde.(CusWm,Even,Odd,Odd31,&C)clia0. Module features shall include a FloWatch Leant Flow The E5P41(ME Controller shall beofa hybrid type that Days setto Permanent Day Off shall override the Utility which learns the normal flow rate of each star combineselectro-mechanialand mivcelectroniccir- m0 irepeanngxheduleandrwtwateronthe Bon. Each time the station runs FloWatch compares curry capable of fully automatic or manual operation. specified days) ofthe week The controller shall also the current real-time flow, rate to the learned rate The controller shall be housed in a walFmountable, haw aCalendar Day Offteatureallowing the user to and takes user defined actions8highfknv,lowflow, weather-msistantplasticobinetwithakey-locking select upto5 dates upto365daysinthefuturewhen ornoflow is detected. FloWatdl shall automatically cabinet door suitable for either indoor or outdoor the controller shall not start programs. The controller determine the location ofthe III problem and iso- insmllation. The controllershall havethe ability to shall incorporate a Rain Delayfeaturealkwdng the late the problem by turning off the affected station or be programmed and operated in any one of six user to set the number of days the controller should master valve. FloViatch shall be compatible with both languages:English, Spanish, French, German, Italian, remain off before automatically returning to the auto normally dosed and open mastervalves. AManual &Portuguese. The displayshall show programming mode MasterValwWaterWirdows shall be provided to options and operating instructions in the chosen Thecontroller shall have Cyde+Soakwatermanage- coordinate day time manual watering with the flow senvng.ThiseweeWater Windowsshall language without altering the programming or ment software which is capable of operating each sta- atofferprogramma- bee days oftheweekand manual watering additional operationinformation. Bon for a maximum cycle time and a minimum soak flow rate. The controller shall have a base station capacity of time to reduce water ran -off. The maximum cycle 8 or 12 stations as well as expansion slots capable time shall not extended by Seasonal Adjustrini The colmollershall have an alarm indicator light on of receiving station modules of4,8, or 12 stationsto The controllershall incorporate a FloManager the front panel visible through the outer door with the doordosed and locked. The alarm light shall createacwtrollera c ofu ro48statiom All pa ILY P feature providing real-timeflow, rand station P ng ,Powe, prompttheuseronto "the alarm solitary to review stations shall have the capability of independently management. FiclManager shall manage the number the aWrm conditbn(). s). obeying or ignoring the weather sensor as well as of stations operating at any point in time based on using or nut using the mastervalve. Stationtlming water Source capacity, station flow rate, number of Thecontrollershall be compatible with the ETC4X Er shall before Ominutesto 12hours Thecontroller valves per station, user -defined simultaneous stations Manager Cartridge which upgrades the controller to a shall havea Seasonal Adjustment byprogram which per program and for the controller. FloManagershall Smartcontroller. AweatherservicesignAleceivedby adjusts the station run time from 0to300%in 1% incorporate the ability to pmldestatim priorities to the cartridge shall automatically adjust the individual increments. The controller shall also have a Monthly determine the order in which stations shall operate. controller program day cycles and station min times to Seasonal Adjustmentoi 3M% by month. Station The controller shall ignore the station number and applythe minimum amountofwater required based timing with Seasonal Adjustment shall be from l Instead operate the highest priority stations first and on the current plant water requirements. second to 16 hour. the lower priority stations last when FloManager The controller shall be compatible wththeIDA Platform The controller shall itave 4 separate and independent isembled. FloMa ershallbeono tlonthatis nag P disabled bydefault andthecontrollershall operate lnilmng NCCNetwork communication Cartridges The programs which can have di(ferentstart times , start zones in order of station number, started with the NCC CarOidge shall providecommunirationwahthe IQ es, day Yd Prcg c aria Station mistimes. Each ram lowest zone se[roiri irrigate ending with 9a 9 Central Com u[erando other II vi ova' the ro ers a of P Variety shall have up to 8 start times per day for atotal of 32 the highest numberzOne. g rommuniationopdons(DirectConnect cable, Phone, possible start times per day. The 4progmms shall be GPRS/Cellular,Etheme; W1114 Radi0.and I(NJet allowed to overlap operation based on user defined The controller shall offer Water Windows for each Communication Cable). The1Q Platform shall settings which control the numberofsimultaneous program. This function sets theallowed startand prodderemoteconpu[acordrolofthe controller stations per program and total for the controller stop time wherewa[ering is allowed. Ifthewatedng p wdirgautormBcorwmWpogmmacjLWrm6. The controller shall allow up to 5 Valves to operate cannot be completed by the time theWaterWndow simultaneously per program and total forthe control- closes, the stationsvd[h remaining min timeare Thecontroller shall offeran optional metal cabinet let including the mastervatw/pump start circuit The paused and watering automatically resumes when and pedestal. controllershall have an electronic, diagnostic circult theWatenWndowopersthe nexttime. The controller shall beas manufactured try Rain Bird breaker that shall sense a station with an electrical owdoad or shortcircuitand shall bypass thatstation The controllershall offers Flow Smart Module option Corporation. and continue to all other stations operate which adds Flow sensing functionality. The Flow Smart Module sensor Input shall accept a direct lhecontrollershall havea 365-daycalendarwiBt input from aflaw Sensor with no flow scaling device Permanent Day Off feature that allows a day(s)ofthe required. weekro beturned off on any user selected program Ian Bird Corporation 6991 E. Southpoint Road Tucson, AZ 85756 Phone: (520) 7416100 Fax (520) 7416522 Rain BkdTedrrdral services (800) RAINBIRD (149*7246247) (US. and Canada) 0 Registered Trademark of rain Bird Corporation 02015 Rain Bird Corporation 10/15 Rain Bird Corporation 970 West Sierra Madre Avenue Aria, CA 91702 Phone: (626) 812-3400 Fax (626) 812-3411 spedflotion Hotline BOD-458-3005 (I and Canada) Rain Bird lotemational, Inc. 1000 West Sierra Madre Ave. Azusa, CA 91702 Phone: (626) 963-9311 Fax (626) 852-7343 The Intelligent Use of Water www.ninblyd.wm The new ESP-LXME Controller supports up to 48 stations. Your irrigation challenges come in all shapes and sizes. That's why the new ESP-LXM 12-Station Module delivers the flexibility you need to control sites ranging from large residential all the way to large commercial. Just snap the module into place and expand to up to 48 stations in 4-,8- or 12-station increments. With a single ESP-LXME Controller, you can now tackle almost any high -end job. No-nonsense installation. Modular, plug -and -play design makes adding stations a snap. Install 4-,8- or 12-station modules 1n any order within the cabinet. Dynamic Station Numbering orders stations in the correct sequence, preventing unwanted numbering gaps. Extra Simple Programming. Get up and running faster thanks to the proven ESP controller interface featuring 9 easy -to -follow prompts and a large, easy -to -read display. Easy customization. Whether the job is large or small, only pay for the number of stations you need with your choice of 4-,8- and now 12-station modules. 7 i Allow To learn more about the new ESP-LXM 12-Station Module, talk to your Rain Bird sales representative. 04')'J . RAY* kBIRD, Model Description Mounting Equipment ESPLXMSM8 8-Station Module LXMM Metal Cabinet ESPLXMSM12 12-Station Module LXMMPED Metal Pedestal Number of each component to order # of Stations Required Specify As: ESP-LXM-SM4 ESP-LXM-SM8 ESP-LXM-SM1 8 ESP-8LXME 0 0 0 12 ESP-12LXME 1 0 0 16 ESP-16LXME 0 1 0 20 ESP-20LXME 1 1 0 24 ESP-24LXME 0 2 0 28 ESP-28LXME 1 2 0 32 ESP-32LXME 0 3 0 36 ESP-36LXME 0 2 1 40 ESP-40LXME 0 1 2 44 ESP-44LXME 0 0 3 48 ESP-48LXME 0 0 4 Station Numb Labels and Instructions shown below are Included with 9 ( ) each 12-Station Module Individual carton (6 modules per master carton). (m I u AN Al a0 AN cur as AN a as AN az & � ZY • t$ , P• p 4 y a ii W N ", 0 O • a " cur AA ao cur sal ® .. m '. ..- fitp ' "Las e ' C? I is a a r 3 0 ITM YI Y lr' b k W mi X O Go �-wF w LDW� w�w> z¢wCWW w>zcx2 rwnzO i� 2 a Q z Q Co2WZF1-- )ZM< n J 0 0� W Z Z 0- Q d J REVISIONS REV DATE COMMENT 1 10/29/2021 PER ISP COMMENTS PER COUNTY dB 2 Ot/21/2022 COMMENTS EENTS TY EISC 3 04/08/2022 OMMPER Know what§ below. Call before you dig. ALWAYS CALL 811 It's fast. It's free. It's the law. NOT APPROVED FOR CONSTRUCTION THIS DRAWING IS INTENDED FOR MUNICIPAL AN DIOR AGENCY REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE. PROJECT No.: V211201 DRAWN BY: DSH CHECKED BY: RTY DATE: 10/29/2021 CAD I.D.: LSCP -2 PROJECT SITE PLAN DOCUMENTS FOR DIScoUNt PROPOSED LOCATION 1636 SEMINOLE TRAIL ALBERMARLE COUNTY CHARLOTTESVILLE VIRGINIA22901 BOHLER// I 2150 ASHLAND RD. SUITE 200 RICHMOND, VIRGINIA 23146 Phone: 804 893-8200 VA@BohlerEng.com �,pLTH OF G_ NICHOLAS T GEO GAS Cert. No. 001653 920 8/27/2021 ��U scq PE A. SHEET TITLE: IRRIGATION R1/NkB//PD® NOTES AND DQ030BEO DETAILS SHEET NUMBER: D BACKFLOW PREVENTER - ENCLOSURE CUT SHEET C WEATHER SENSOR - WR2 CUT SHEET B CONTROLLER - ESP-LXME TECH SHEET A CONTROLLER ESP-LXME CUT SHEET C-707 708 SCALE: NOT TO SCALE C-708 SCALE: NOT TO SCALE C-708 SCALE: NOT TO SCALE C-708 SCALE: NOT TO SCALE REVISION 3 - 04/08/2022 z a F < z N w N 3 a N CD z 3 9 < 0 RA/N�kB/RD, PEB and PESB Series Valves Designed to Outperform. Engineered to Outlast. Pressure surges? Effluent water? Clogging • FlowwithPRS-D:5to200gpm debris. No roblem. PEB and PESB Series P 1.14 to 45.40 m3fi• 192 to 757 Vm ( ) valves offer longlife and efficient trouble- • Tem nature: u to 15G° F 66° Pe P ( CI free performance -even under harsh condi- tions.Constructed ofheavy-duty,glass-filled Electrical Specifications nylon, these valves resist clogging. And the . Power. 24VAC 50/60 Hz (cycles/sed PESB model features a patented scrubber to solenoid actively fight dirt, debris and particles. . Inrush current: OAl A (9.84 VA) at 60 Hz • Holding current: 0.14A(3.43VA) at6OHz Features • Coil resistance: 30-39 Ohms • Body constructed of durable glass- •Compatible call ESP-LXD decoders filled nylon for long life and heavy-duty performance at 200 psi (13.80 bar) pressure • Stainless steel studs molded into the body. Bonnet can be attached and removed more easily without damaging threads Roe 100-PEB 150-PEB 2" PEB GPM 11'h" 2 " " • One-piece solenoid design with captured . plunger and spring for easy servicing. os 1.0 - - Prevents loss of parts during field service 1 13 - 5 1.7 • External bleed protects the solenoid ports 10 1.8 - from debris when system is flushed 20 29 3.9 - • Internal bleed operates the valve without 30 5.6 3.6 40 13s allowing water into the valve box; allows 50 15..6 3b 43 pressure regulator to be adjusted without 75 - 5.4 45 turning on the valve at the controller first 00 125 - 9q,fi 81 • Low flow operating capability(025 gpm; 150 - 21.2 11.8 0.06 m'/h; 1.21/m) for a wide range of 175 - - 155 200 195 a lications. Forflows below m (1.14 mAr 192 Vm) or any Xerigation• application, install Rain Bid Y filter upstream Flow Flow 100-PEB 150-PEB 200-PEB • Slow dosing to prevent water hammer and ma/h Vm 2.5 an 3.Ban 5.1 on subsequent system damage 03 5 0.09 - - • PESB only: Scrubber scrapes its stainless _0.6_ to. 0.10 - - steel screen deantobreakdown grit and %z 3 20 0.12 - so 0.s _ - - ant material. Prevents debris build-up PI p 6 100 0.32 016 - and clogging 9 150 DAR 024 - 12 200 - 026 033 Options (order separately) 5 18 250 033 300 0.42 032 032 • Accommodates optional, field installed 21 24 400 - 057 450 0.92 034 0.51 PRS-D pressure regulating module to 27 a50 - o.9z o81 ensure optimum sprinkler performance 30 500 - 1.14 0.64 • Optional u leflow Control handles for P P rp 33 36 600 - t3s 550 - - 0.77 0.90 non-potablewaterapplications 39 650 - - 1.04 - PEB-NP-HAN1(17 42 700 - - 1.18 - PEB-NP-HAN2 (1%'and 2J 45 757 - - 134 • Accepts latching solenoid for use with p Ias woes are wit h fl",v m naN k,Ry aF•a Rain Bird battery -operated controllers up 7) rRsommuNre<o„R,e,deem-axno,.•mry� to 150 psi (1035 bar) RKo^"ne^daRa^a sl Rain aird,ecommmds flowndnmNesuPolYlMerwtNaueNI.SRI OperaM A1fp tingRange 2.79 M5 inakerto,edxe xweAemafwewhammw. 2) For, nowsbelax5gpnll.HmRd'19111/ml, Ruin a'rdreovnmendsuseol • Pressure: 20 to 200 psi (1.38 to 13.806a0 apnream mnaren re,Mnrawraamra nn9aelwameaap,m9m. • F ow:025to200gpm(O.06to45AO ma7tc 3) nor lbws belay lasxn W7mth, 379Um)Robayd,ernrmrentls the rrowcom,asremsatm,*ada»„I»orwuamrrema,:rwyopmPmaim. 12 to 757 Vm) Specifications Specifications The electric remote control valve shall be a Optional Feature Specification normally closed 24VAC 50/60 Hz(cycles/sec) PRS-D Pressure Regulating Module: solenoid actuated globe pattern design.The valve pressure rating shall not be less than 100PEB-PRS-D 100PE5B-PRS-D 200 psi(13.80 bar).The valve shall have the 150PEB-PRS-D ISOPESB-PRS-D following characteristics (circle one): 20OPEB-PRS-D 20OPESB-PRS-D Flow rate: gpm ma/h Vm When so indicated on the design, the 1,11h" Pressureless not to exceed: psi bar and 2"electric remote control plastic valves shall have pressure regulating module The valve body shall be constructed of (PRS-D) capable of regulating oudet pressure heavy-duty glass -filled tN-resistant nylon and between 15 and 100 psi (t3 psi) (1.04 and 6.90 have stainless steel studs and flange nuts; bar(30.21 bar)). diaphragmshall beofrlylcn reinforced nitrile The PRS-D module shall have an adjusting robber, knobforsetting pressureand Schmdervalve The valve shall have both internal and external connection for monitoring pressure. The manual opere dose control (internal and pressure shall be adjustable from the PRS-D external bleed) to manually open and close when the valve is internally manually bled or the valve without electrically energizing electrically activated. the solenoid.Thevalves internal bleed shall prevent flooding of the valve box Non -Potable Flow Control Handle* The valve shall house a fully -encapsulated, PEB-NP-RANI-Fits 1" one-piece solenoid. The solenoid shall have a PEB-NP-HAN2 - Fits 1'A"and 2" captured plunger with a removable retainer When so indicated on the design, the valve for easy servicing and aleverage handle for shall have a purple flow control handle to easytuming.Th(s 24VAC 50/60 Hzsolenoid indicate to the user that non -potable water shall open with 19.6 VAC minimum at 200 psi is being used. There shall be no difference (13,80 bar). At 24VAC, average Inrush current between the black and purple handles except shall not exceed 0.41 amps. Average holding for the color. current shall not exceed 0.28 amps. •Reneidoffm ePe58-alxmimedmWmtn and The valve shall have a brass flow control stem 'inters'a^khsfwtubimedwmeraporlmoon.Pieaseseelech for accurate manual r regulation and/or shut-off e9 '5WD37338BdmRalnBlydmrabg,arvisNwwwram6irAsarn /orram7einformation. of outlet flow.The valve must open or close in less than 1 minute at 200 psi (13,80 bar), and less than 30 seconds at 20 psi (138 bar). The PESB valve shall have a self-cleaning stainless steel screen designed for use in dirty water applications. The valve construction shall be such as to prov(defor all internal parts to be removable from the top of the valve without disturbing the valve installation. Rain Bird Corporation Rain Bird Corporation 6991 E Southpoint Road 970 West Siena Madre Avenue Tucson, AZ 85756 Aria, CA 91702 Phone: (520) 741-6100 Phone: (626) 812-3400 Fax: (520) 741-6522 Fax(626)812-3411 Rain Bird Technical Services Specification Hotline (800) RAINBIRD (1-800-724-6247) 800-4SS-3005 (U.S. and Canada) (US. and Canada) m Registered Trademark of Rain Bird Corporation a 2016 Rain Bird Corporation 4716 V/'1LVC - rCO or Rll SCALE: NOT TO SCALE Tech Spec PESB Cutaway Dimensions St. Height Irsgm WWth 100 6'h"(165an) r(102an) 4"(10.2cm) 150 8"(203m) 6"(152m) 6"(15.2cm) ZOO 8"(203 an) V05.2an) 6`052an) Note: The M6-Doptiaradds2'M i off Far valve height Models • 100PEBand100PES6 1" (26/34) • 15OPEB and 15OPESB 1%- (40/49) • 200PEBanc12OOPESB 2" (50/60) Wthrtadsavallo6k,,.specaly henordering. 100 - PEB - PRS-D r r � size Model Optional Feature 1011'(2WB4) PEB PRSDial: pressure 151): 1'h'(40149) PE58:scmbber regulatingmodule 200: 2'(50/60) model (mustbeordered reel 1 epa Y Note Valve and FRS -Dial module mustbewderedsene- cona, Fer„ eni application:, it is n.a, to specify NPTornPtl,rmdtype. BIRD, Plastic Electric Remote Control PEB or PESB Valve (with PRS-D) Rain Bird Irtemationa41nc. 1000 West Sierra Madre Ave. Azusa, CA 91702 Phone: (626) 963-9311 Fax (626)852-7343 The intelligent use of water caw ie rainbird.wm D3895❑PEO Complete Zone Coverage Xerigatione Control Zone Kits (XCZ) provides a complete and easy to install package that will properly deliver water to the drip irrigation system. Rain Bird's XCZ's contain all three essential components to ensure the drip install operates at its optimal performance for years to come. The control zone kits contain three major components: the valve, filter, and pressure regulator. Each component performs an important function on supplying the proper water conditions for the drip irrigation system. Rain Bird XCZ pre-packages these components making it easy for you to select, order, and install. • Decades of proven performance for peace of mind • Commercial or Residential • Low, medium, and high flow rates • Valves for reclaimed water • Valves with Anti -Siphon • Low flow without weeping Prevents sediments and impurities from entering the drip system Extends the life of the drip Y system for years to come • Basket filters with quick check indicators • Easy to clean commercial disk filters for harsh water Savings Convenience Reliability Pressure Regulation ensures constant outlet pressure for proper operation Reduces the chance of tube and fitting blow outs • Pressure regulator built Into the filter to minimize size (Look for the white dot) Stand alone options RAYW*BIRD. in 12S Mesh "eiiiiii15{2 1000 to 4000 ft. Stainless 20.75" Jumbo GPM of dripline 150-PEB Yes Steel 40 PSI 1.5"x 1.5" Length Rectangular xa-150-Lcs 030 Micron) 200 Mesh 0.3-20 20 to 1300 ft. Stainless 14" Standard aM GPM of dripline 100-PESB Yes Steel 40 PSI 1"x 1" Length Rectangular XCZ-100-PRB-COM (75 Micron) 20S Mesh 0.3-20 20 to 1300 ft. Stainless 12" Standard GPM of dripline 100-PEB Yes Steel PSI 1"x 1" Length Rectangular XCZ-100-PRB-LC (75 Micron) • 120 Mesh 15-62 1000 to 40DO R. 150-PESBR Yes Disc Filter 40 PSI 1.5"x 1.5" 23.5" Jumbo GPM of dripline (130 Micron) Length Rectangular XCZ-150-LC INS 200 Mesh 0.3-20 20 to 1300 h. Stainless 10.5" Standard MEMO GPM of dripline 100-PESBR Yes Steel 40 PSI 1„x 1" Length Rectangular XCZ -100-PRBR 1 (75 Micron) .a.- VIL 200 Mesh Standard AultSA 3-15 200 to 1000 h. 100-PGA Yes Stainless 40 PSI i x 1 11" Rectangular GPM of dripline Steel Length (75 MIcr00) Or 10"ROUOd 100-100-PRF 200 Mesh 3-15 200 to 1000 ft. Stainless 10" Standard GPM of dripline 100-DV No Steel 40 PSI Vx 1" Length Rectangular (75 Micron) or 10"Round XCZ-100-PRF 2DO Mesh 0.2-10 13 to 650 ft. Stainless 70" Standard GPM of dripline LFV-100 No Steel 40 PSI 1"x 1" Length Rectangular XCZLF-100-PRF (75 Micron) or 10"Round 200 Mesh 0.2 - 5 13 to 300 ft. Stainless 10" Standard GPM of dripline LFV-075 No Steel 30 PSI 3/4"x 3/4" Length Rectangular XCZ-075-PRF (75 Micron) or 10"Round Residential Control Zone Kits with Anti -Siphon 200 Mesh 3-15 200 to IDOD h. Stainless 14" Above GPM of dripline 100-ASVF No Steel 40 PSI 1"x 1" Height Ground XACZ-100-PRF 75 Micron) ) 200 Mesh 0.2-5 13 to 300 ft. ASV- Stainless 14" Above GPM of dripline LFV-075 No Steel 30 PSI 3/4"x 3/4" Height Ground XACZ-075-PIIF (75 Micron) • Reglitered tademark of Rain m rd a uc an 6m o202a Rain ebOCarporaaon W/2o SCALE: NOT TO SCALE Series 825YA / Horizontal Flow In - Vertical Down Flow Out Legend: A Overall lay length, outside dimension B Centerlile of inlet shutoff to centediner of outlet shutoff C Centerline of assemble to top D End of inlet Bruited to oentedine of assembly E Centedine of assembly to outside of relief valve F Bottom of relief port to end of inlet shutoff G Centerline of assembly to outside of flange e Dimensions - Weights Size: 3/4" - 2" (20 - 50mm) SIZE (DN) DIMENSIONS WEIGHT in. ram A a man B in. ram C in. ram D ram DI in mm E 0. ram F lit mm W M. I ram ga; 3/4 20 121h 327 12% 308 4'h 114 3% 92 Na Na 4'h 105 3% 89 1% 41 15.0 6.8 1 25 13% 340 12% 318 4'h 114 4 102 Na Na 41h 1: 31/4 98 1% 41 16.5 7b 11h 1 40 1 18% 1 467 1 17 1 432 6 1 152 5'/4 1 133 1 Na I Na 1 5 127 4% 118 1 2% 67 1 38.0 1 172 2 1 50 1 19% 1 492 1 17% 1 448 6 1 152 51A 149 Na ni 1 5 127 51/4 133 1 2% 67 1 41.0 1 18.6 n3 All dmarebasal an mended ventralflow in iverticaladi rxime Manuff lids al dimensions are approxinwb. abwances must be madafm,rrmm menu(aziunng mHaraes. Series 825YA / Horizontal Legend: A Overall lay length, outside dimension C Centedine of assemble to top E Centediner of assembly to outside of relief valve G Centerhe of assembly to outside of flange r Imo!. Dimensions - Weights Size: 3/4" - 2" (20 - 50mm) SIZE (DN) in. mat A in. ram B in. ram DIMENSIONS D pi. ram pi. mm D1 0 dsnd E in. men F m. mm WBGHT as. I vs G in ram y4 20 151h 394 Na Na 4'A 114 Na Na Na Na 4'h 105 Ne Nor 1% 41 15.0 6.8 1 25 161/4 413 We We 4'k 114 Ne Na Na Na 4'h 106 Na Of 1% 41 i8b 7b 11h 40 22 559 Ne We 8 152 Ne Na Ne Ne 5 127 ni Na 2% 87 RO 172 2 50 23% 594 Na Na 6 152 Na Na Na Na 5 127 Na Na 2% 87 41.0 18.6 •G Dimendm ore bama an stand vertical flow n/salliulfees ad mmWmtbn. Pole Al a'bnendmn are eppmMme. Allowances must be made for nmmd mmufa0mng tolerances. Typical Installation Capacity The FEBOO Series 825YA provides versatility in installation because it can be installed in any of four configurations. The most klea pit V40 (20mm) typical configuration is shown in the vertical up flow inNertical 138 20 down flow out diagram. This provides for an extremely short lay 103 15 angth which is advantageous in areas of limited space for installation Willa protected enclosure. Cost savings can be realized due w 10 to the reduction in materials needed such as nipples, elbows, 34 �) unions, and size of the enclosure. With the integral flanged union la 0 19 38 57 76 95 114 apro connections, the assembly can be removed from the line for freeze 5 El 10 15 0pa) protection without a spoil substitution. h is not recommended 1.5 2.3 3.1 4.6 (imps) that any baddlow prevention assembly be removed from the line we pit for maintenance unless assurance can be made that a aped 138 20 1" (25mm) cross -connection cannot be substituted. The flanged union connection mounted at 45 degrees will provide this assurance. 103 1s The PERM Series 825YA is shipped in the configuration shown a 10 in the vertical up flow/vertical down flow out diagram, but can 04 easily be modified to the three other configurations (shown on 5 0 10 20 30 40 w 60 (gpml inside of this specification sheet) simply by removing the bolts to 0 3e TO 27Us d14 T) 5 � t0 i5 20 Ifoopa1 rotate the end adapters. 132.3 ore 61 Impa) With any configuration, material and labor savings can be achieved. ad The FEBOO Series 825YA is the only Reduced Pressure Zone we13820 20 11/2" (40mm) Assembly which provides these options in a compact, integral assembly. All internal components are interchangeable with the l; 103 15 FEBOO Series 825Y providing the same ease of maintenance 69 10 and reliable operation. 34 0 a w 60 60 100 120 (Win) Reduced Pressure Zone Assemblies should be installed with a 5 0 138 276 414 552 689 827 Wet minimum clearance of 12' (300mm) between port and floor or s 10 15 (fpa) grade. They must be installed where discharge will not be 1.5 2.3 at 4.6 imps) objectionable and can be positively drained away. They should be installed where easily accessible for testing and maintenance and bP4 pit 2" (50ni Trust be protected from freezing. Thermal water expansion elicitor 13e z0 water hammer downstream of the backtow preventer can cause 103 15 excessive pressure. Excessive pressure situations should be w 10 eliminated to avoid possible damage to the system and device. 34 0 4D 60 12D 16D 200 240 (gpm. a•a vuw• of aaaanbly in rMplin/amnpw cmiipure5on 5 0 276 Nu 827 1103 im Islas op) Protective Erelo. 5 IN 10 15 (10 .B is 23 3.1 0 (mpe NOTICE The information contained herein is not intended to replace the full product installation and safety Information available or the experience of a trained product installer. You are required to thoroughly read all installation Instructions and product safety information before beginning the installation of this product. FEBCO® A NNTTS Brand F$F825YA 1614 SCALE: NOT TO SCALE f is illegal to use this product in any plumbing system providing water for human consumption, such as drinking or dishwashing, in the United States. Before installing standard material product, consult your local water authority, building and plumbing codes. US&• Tel: 000) 787-1234 • Fax: (800) 798-4491 • FEBCOcrilre.smm Canada: Tel: (905) 332-4090 • Fax: PW 332-7068 • FEBCOonllne.ca Latin Amerloic (52) 81-1001-8600 • Fax: (52) 81-8000-7091 • FEBCOoNlne.com 0 2017 FEBC,0 t% ES-F-825YA w d s a • • 4 a a • Z asr w a8 Job Name Contractor - LU Z W� LU W Job Location Approval F U Z 5 Z W Z LuiH- W�on uJ Z M W U W be Engineer Contractor's P.O. No. U on Approval Representative - Z}(.9HQafrn W 2 W Z g§ F Z 9 D ofQ af J0O v)Z)2QQZQ ow Z (n 2 W Z F I- how pro Series 825YA ^ 0Za<a~o Z o 0 � &&® XJ Angle Pattern Reduced Pressure 4 Q Of Z U) d Q 0 a a� �; Zone Assemblies � ' J ~ Io U Eiri Size: 3/a' - 2" (20mm - 50mm) O �_ The FEBCO Series 825YA Reduced Pressure Zone Assemblies U 6 a are used to protect against toxic fluids in water services to industrial o IS plants, hospitals, morgues, mortuaries, and chemical plants. Specificationss They are also used in Irrigation systems, boiler feeds, water lines � and other installations requiring the highest level of mechanical The reduced pressure zone assemblies shall consist of two inch o protection. End connection - NPT ANSVASME B1.20.1 pendently operating, spring loaded, "Y" pattern check valves and one hydraulically dependent differential relief valve. Should the Features differential between the upstream and the zone of the unit drop to 2psi (14 kPa), the differential relief valve shall open and mantain • Installation versatility simplifies new and retrofit installations. the proper differential. REVISIONS • Eliminates pipe elbows, nipples and unions from the installation. • Reduces installation time, labor costs and materials. Mainline valve body and caps including relief valve body and • Compact design simplifies retrofit. cover shall be bronze. Check valve moving members shah be REV DATE COMMENT DRA"BY • Integral flanged union Connections allow assembly to be center stem guided. Relief valve shall have a removable seat ring. CHECKED BY removed from the line for freeze protection or maintenance Check valve and relief valve components shall be constructed so they may be serviced without removing the valve body from the 1 10/29/2021 PER ISP COMMENTS DSH without the danger of spool substitution. • Approved by the Foundation for Cross -Connection Control and line. Al seat discs shall be reversible. RTh, PER COUNTY BSC Hydraulic Research at the University of Southern California. The assembly shell include flanged unions located between the 2 01/21/2022 COMMENTS RTY • Modular relief valveand check valve internal components for mainline valve body and the ball valve shutoffs to allow for field ease of maintenance. removal for freeze protection or maintenance without danger of 3 04/08/2022 PER COUNTY BSC • Smaller, less costly protective enclosures can be used to provide spool replacement. COMMENTS RTY freeze and vandalism protection due to compact size of valve. The assembly shall be rated to 175psi (12.1 bar) water working • Field tested design for reliability and performance. pressure and water temperature range from 32OF to 140°F (onC • Replaceable seat dogs far longer valve life. - 60°C), The assembly shell meet the requirements of the USC Lowheadd loss • Low oss for optimum performance. Foundation of Cross -connection Control and Hydraulic Research, Operation Eighth Edition. The assembly shall be a FEBOO Series 825YA or prior approved In a flow condition, the check values are open with the pressure equal. between the checks, Called the zone, being maintained at least 5psi (34 kPa) lower than the inlet pressure. The relief valve is held Materials closed by the pressure differential. Should abnormal conditions arise under no flow or reversal of Main valve Bronze flow, the differential relief valve will open and discharge to maintain Relief valve body: Bronze the zone at least 2psi (14 kPa) lower than the supply. Bastomers: Nitrile Seat Discs When normal flow resumes, the zone's differential pressure will Diaphragms: Nitrile, fabric reinforced return and the relief valve will close. Springs: Stainless Steel Approvals - Standards Pressure -Temperature o • Approved by the Foundation for Cross -Connection Control and Maximum working pressure:175psi (12.1 bar) Hydraulic Research at the University of Southern California. • ANSVAW WA C511 Conformance Hydrostatic test pressure: 3513psi (24.1 bel) Know what's below. E)® ®® Temperature range: 32°F to 140°F (G'C to 60°C) Call before you dig. ALWAYS CALL 811 1013 B64.4 FEBCO FEBCO product specifications in U.S. customary units and mesa am approximate and are provided for reference only. For precise measurements, ® It's fast. It's free. It's the law. please contact HOW Technical Service. FEBCO reserves the night to change or modify product design, construction, specifications. or materials with- out prior notice and without incumng any obligation to make won charges and modifications on FEBCO products previously or subsequently add. A VEM Brand Series 825YA / Vertical Up Flow In - Vertical Down Flow Out Legend: A Overall lay length, outside dimension B Centerline of inlet shutoff to centerine of outlet Shull C Certedine of assemble to top D End of inlet shutoff to centerline of assembly D1 Centerline of assembly to end of outlet shutoff E Centerine of assembly to outside of relief valve F Bottom of relief port to end of inlet shutoff G Centerline of assembly to outside of flange Dimensions - Weights Size: 3/4" - 2" (20 - 50mm) SIZE (DN) DIMENSIONS WEIGHT In. men A in.ands B in. mm c kc Conan. D rand Of In.1 ram E in. I ram F is and G Rt I ram Nor ko 14 20 10 254 8y4 218 3y� 83 47h 124 4% 118 41h 105 3'h 89 1% 41 15.0 BUS 1 25 10y+ 260 8'fi 216 3Y, 83 5y4 133 5 127 4% 165 37h 98 1% 41 18.5 7.5 Ilya 1 40 1 141/4 1 362 1 111h 1 292 411 1 114 1 677A 1 175 1 8'h 1 165 1 5 127 4% 118 1 2% 67 1 38.0 17.2 2 1 50 1 147h 1 378 1 11'1A 1 292 4% 1 114 1 7% 1 191 1 71A 1 181 1 5 127 5'h 133 1 2% 67 1 41.0 18.6 G amwrm an bastl m sNMeN venieel boa• n / ver3eel bow ad mn6aa•aa^. rob:N dyleabns re epprozimate. Nlowelwas m,mbe metlairzr,omWrsrWphldre talwaxas. Series 825YA / Vertical Up Flow In - Horizontal Flow Out Legend: A Overall lay length, outside dimension B Cenedine of Inlet shutoff to centerline of outlet shutoff C Centerline of assemble to top D End of inlet shutoff to cantedine of assembly E Centedine of assembly to outside of relief valve F Bottom of relief port to end of inlet shutoff G Centerline of assembly to outside of flange Dimensions - Weights Size: 3/4" - 211 (20 - 50mm) SIZE OINl DIMENSIONS WEIGHT in. man A ram B b. from C ram D in. ram D1 in. ram E in. pigs F et mm G in. mm es. I to 3/4 20 125A 321 11'h 302 4'h 114 3% 92 Na Na 4% 105 3'h 89 1% 41 15.0 6.8 1 25 13% 339 12'h 311 4'h 114 4 102 Ne Na 4% 165 37A 98 1% 41 18.5 7S 11t 40 18 457 1 16% 1 422 8 1 152 5% 133 Na Ne 1 5 127 4% 118 2% 67 1 38.0 17.2 2 50 19 483 17'/a 438 6 152 577A 149 Na Na 5 127 5V4 133 2% 87 41.0 18.8 'e allmim ore Ncwd on standard vertical reef In /veNcal fimv ad mnligum4m. Nazi dimensions; are approximate. alace wxns mamba madefor mlmal narMUWliq tob,aNss NOT APPROVED FOR CONSTRUCTION THIS DRAWING IS INTENDED FOR MUNICIPAL ANDIOR AGENCY REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE. PROJECT No.: V211201 DRAWN BY: DSH CHECKED BY: RTY DATE: 10/29/2021 CAD I.D.: LSCP -2 PROJECT SITE PLAN DOCUMENTS FOR oISCUUMt PROPOSED LOCATION 1636 SEMINOLE TRAIL ALBERMARLE COUNTY CHARLOTTESVILLE, VIRGINIA 22901 BOHLER'/ 2150 ASHLAND RD. SUITE 200 RICHMOND, VIRGINIA 23146 Phone: (804)893-8200 VA@BohlerEng.com NLLT TH 077 / NICHOLAS T GEOIT( Cert. No. 001653 gyp 8/27/2021 PE ARG SHEET TITLE: IRRIGATION NOTES AND DETAILS SHEET NUMBER C-708 REVISION 3 - 04/08/2022 J w Z ZZ 0 3 Z N w Z 3 a m Z Z 3 0 U R.4/N*B/RD. 1800"a Series Spray Heads Industry's Leading Spray Heads Trusted for over 30 years, 1800 Series Spray Yea P Y Heads have provided unmatched durability, reliability, and performance. Superior components and features make the 1BOO Series Spray Head the spray head of choice fora wide variety of applications. Features Co -molded, pressure -activated, mull -func- tional wiper seal assures positive seal without excess"flow-by"which enables more heads to be installed on the same valve. • Designed for use with all Rain Bird plastic spray head nozzles- Rotary Nozzles, U-Series, MPR, VAN and XPCN Series. • Precision controlled flush at pop -down clears debris from unit, assuring positive stem retraction in all soil types. • Strong stainless steel spring provides reliable stem retraction. • Ratchet mechanism on all models allows easy nozzle pattern alignment without tools. • Pre -installed 1800 Pop Top"flush plug blades debris from entering afterflushing. Allows for easy nozzle installation. • Constructed oftime-proven UV- resistant plastic and corrosion resistant stainless steel parts, assuring long product fife. • All sprinkler Components are removable from the top without special tools, providing for quick and easy flushing and maintenance of the sprinkler. • Side inlets featured on 1806,1805PRS, 1812, and 1812PRS models only. • Five-yeartrade warranty. Operating Range • Spacing: 2.5 to 24 feet (08to 73 m) • Pressure: 15 to 70 psi(1.Oto4.B bar) Specifications • Flow -by: Oat 8 psi (0.6 bar) or greater; 0.1 gpm (0.02 m3/h; 0.006 Vs) otherwise Dimensions Models • W(15/21) NPTfemale threaded inlet • Modelsandheight 1802:4(10 cm) body height; 2"pop-up height (5 cm) 1803:4'W(12 cm) body height; 3"pop-up height (7.6 cm) 1804:6(15 cm) body height 4"pop-up height (10 cm) 1806:9 %"(24 cm) body heighC 6"pop-up height (15 cm) 1812:16"(40 cm) body height; 12"pop-up height (30 cm) • Exposed surface diameter. 2%(5.7 cm) 1804 - SAM - PRS - P45 optional Feature PRS: 30psi (2.1 bar) in -stem pressure regulation Optional P45:45psi (3.1 bar) b-stem Feature pressure regulation SAM: Seal-A-Matic- check valve Model 1804-.4"110.2 cm) pop-up height Note: SAMfeatureir;dudsdwlth P45modeh 1804 - SAM-P45 - R13-18Q aneen R Rotary Nozzle Radius flange Optional 13-18' (4.0 - 5.5,m) Feature 17-24'(52-7.3m) SAM: Pattern Seal-A-Matic" F. Full(360') dleck valve TQ:Three Quarter(27CM P45:45psi (3.1 TT Two Third (2401 bar)instem H:Half(1801 pressure T.Third (12M regulation Q:Quarter(W) Model 1804:4"1102 cm) popup height Note: Spwfyspnnkferbodzs andnozdessepamtely Tech Spec PRS 0, SAM 4D SAM-PRS4D SAM-PRS-P45 1800" Series Spray Heads Tech Spec 1800' SAM Series 1800 PRS Series 1800 SAM-PRS Series Ideal for use in areas with changing eleva- Designed for areas with high and/or widely Meets the needs of all spray areas, regardless tions, the 18M SAM Series offers all 1800 fluctuating water pressures, the 1800 PRS of changing elevation or water pressures. Series features plus: Series has al 118W Series features plus: Incorporates all 1800 Series SAM and PRS • Built-in Seal-A-Matic"(SAM)check valve. •PATENTED PRS pressure regulator built features."SAM-PRS"stamped on the cap for Eliminates the need for under -the -head into the stem. No parts to be installed at easy identification and maintenance. check valves. No parts to be installed at the site. Saves time and money. Operating Pe 9 Range the site. • Maintains constant outlet pressure at • Stronger retract spring to accommodate 30psi (2.1 bar). Spray nozzles perform • Spacing: 25 to 24 feet(08 to 73 m) elevation changes up to 14'(42 m). One of best at 30psi. Ensures maximum nozzle . Pressure: 25 to70 psi(1.7to48 bar) the strongest springs in the industry. performance, even with varying inlet • Prevents drainage from spray heads at pressures. Maintains constant pressure Specifications lower elevations Stops water waste. Ends regardless of nozzles used. .SAM capability: holds up to l4 feet (42 m) iliy.hsi landscape damage due to flooding arid/ Restricts water loss by up to 70%ifnozzle ofMCapa (03 bar) orerosion. is removed ordama damaged. g Flow -by: 0 at 8 psi (Ob bar) or greater, • Helps retain water in lateral pipes which money. Reduces possibilityofaccidents 0.1 gpm (0.02 m3/h; 0.006 Vs) otherwise reduces wear on system components by and property damage. Recommended for -Installation: bottom inlet only minimizing water hammer during vandal-proneareas. Regulates nozzle pressure to an average 30 start-up. • Designed for use with all Rain Bird plastic Ensures consistent performance throughout zone 9 nozzle is removed or psi (2.1 bar) with Inlet pressures of up to 70 spray head nozzles. damaged. Keeps plant life covered by psi (48 bar) • "SAM"stamped on cap for easy other spray heads properly irrigated.Dimensions identficationand maintenance. Ends mistingand in caused high • Five-year trade warranty. pressure. Stops water waste. Ensures W(15/21) NPT female threaded inlets necessary watering occurs in high pressure Body height 1804 SAM-PRS - 6"(15 cm), Operating Range or wind conditions. 1806 SAM-PRS - 9W(24 cm), Spacing: • Spadng:2Sto24feet(08to73m) t (0.8 to 7 Designed for use with all Rain Bird plastic 1812SAM-PRS -16"(40cm) • Pressre: 25 to 70 psi bar) spray head nozzles "PRS"stamped Exposed diameter. 2% (5.7 cm) • on rap for easy Specifications Identification and maintenance. Models • SAM capability: holds up to l4feet (42 m) • Five-year trade warranty. . 1804 SAM-PRS: Vpop-up height(10cm) ofhead; 6 psi(03 bar) Operating Range . 1806 SAM-PRS: 6"pop-up height (15 cm) • Flow-by:Oat 8 psi (0.6 bar)or greater, Spacing: 25 to 24feet(08to 7.3 m) 7812 SAM-PRS: 12'pop-up height (30 cm) 0.1 gpm (0.02 m3/h; 0.006 Vs) otherwise Pressure. 15 to 70 psi (1 to 5 bar) • Installation: bottom inlet only Dimensions Specifications ' i4"(15/21)NPT female threaded inlets • Regulates nozzle pressure to an average 30 • Body height 1804 SAM -6'(15cm), psi (2.1 bar) with inlet pressures of up to 70 1806SAM-9Ye'(24cm), psi(48 bar) • Flow -by: 0 at 8 psi (0.6 bar) or greater, 18125AM 16°(40 an) 0.1 gpm (0.02 m3/h; 0.006 Vs) otherwise • Exposed surface diameter. 2Y4 (5.7 an) • Installation: side or bottom inlet Models • Side inlet installation not recommended in freezing climates • 1804 SAM: 4"pop-up height (10 cm) • 1806 SAM: 6"pop-up height (15 cm) Dimensions • 1812 SAM: 12"pop-up height (30 cm) - sit"(1512UNPTfemalethreaded inlets • Body height 1804 PRS -6'(15 cm), 1806 PRS -9W (24 cm), 1812 PRS-16"(40 cm) • Exposed surface diameter 2Ye(5.7 cm) Models • 1804 PRS:4"pop-up height (10 cm) • 1806 PRS:6"pop-up height (15 cm) • 1812 PPS: 12"pop-up height (30 cm) 0rr_1/-tt "r-ML1- IOU 710 SCALE: NOT TO SCALE RA/N*B/RD 8130/20201 Page 1 of 1 NIBCO Tech Spec 1516 Middlebury Street p Elkhart, IN 46516-4740 N ' BCe Phone:574.295.3000 • Fax:800.234.0557 AHEAD OF T Ff E FLOWE-Mail: infodtnibco.com • Web site: www.nibco.com ••1pOK FOq,• XFS Dripline With Copper ShieldTm Technology ' • It accepts Rain Bird Easy Fit Specifications Compression Fittings, XFF Dripline Barbed Insert Fittings and other • OD:0.634" 17 rum barbed insert fittings • ID: 0.536" 9 • Thickness: 0.049" • Rain Bird's low -profile emitter design .12 ;18" (30,5 cm, 45,7 cm) spacing reduces in -line pressure loss, allowing . Available in 1Wand 500' longer lateral runs, simplifying design (30,5 m and 152,4 m) coils and reducing installation time • Coil Color. Copper, Purple, Copper • Variety of emitter flow rates, emitter with Purple Stripe spacing and coil lengths provide design flexibility for either sub -surface turf grass or sub -surface shrub and groundcover applications SUB -SURFACE Reliable Applications • XFS emitters are protected from root intrusion by Rain Bird's Rain Bird* XFS Dripline with Copper patent -pending Copper ShieldTM' ShieldTMfor sub -surface drip irrigation Is Technology resulting in a system the latest innovation in the Rain Bird that does not require maintenance Xedgation=" Family. Rain Bird's patent- or replacement of chemicals to pending Copper Shieldv'Technology protects the emitter from root prevent root intrusion Intrusion, creating a long-lasting, low I • • • - maintenance sub -surface drip irrigation -The pressure -compensating system for use under turf grass or shrub emitter design provides a consistent XFS-04-12-500 XFSP-04-12-500 and groundcover areas. XFS Series flow over the entire lateral length XFS-04-18-500 XFSP 04 18 500 Dripline with Copper Shield' is perfect ensuring higher uniformity for XFS-06-12-100 XFSP-06-12-500 for small, narrow and tight planting increased reliability in the pressure areas, as well as areas with tight curves range of 8.5 to 60 psi XFS-06-12-500 XFSP-06-18-500 or many switchbacks XFS-06-18-100 XFSP-09-12-500 It accepts Rain Bird Easy Fit Durable XFS-06-18-500 XFSP-09-18-500 Compression Fittings, XFF Dripline • Dual -layered tubing (copper over XFS-09-12-100 XFSPS O4125 Barbed Insert Fittings and other 17 mm black) provides unmatched resistance XFS-09-12-500 barbed insert fittings. to chemicals, algae growth and UV XFS-09-18-100 XFSPS-04-185 damage XFSPS-06-125 XFS-09-18-500 Features • Grit Tolerant: Rain Bird's proprietary XF Blank tubing also XFSP54O6-185 Simple emltterdesignresists clogging byuse available in brown, XFSPS-09-125 • Rain Bird's patent pending shiny metallic of an extra -wide flow path combined spu pl , andrspurple XFSPS-09-185 copper -colored XFS dripline with with a self -flushing action Copper Shield -Technology protects • • • - theemitterfromrootintrusionwith Operating Range out requiring EPA -approved handling XFS - 06 - 12 - 100 procedures - unlike some • Pressure: 8.5 to 60 psi L58 to 4,14 manufacturers who use harsh bar) chemicals or treated filters to Coil Length protect the emitter from root intrusion • Flow rates: 0.42, 0.6 and 0.9 gph (100 Feet) -Through the use of a proprietary (1,61/h, 2,31/hr and 3,5 Vhr) (2 EmitterSpacing 7 F tubing material, the shiny metallic -Temperature: Model Flow Rate copper -colored XFS Dripline with Water: Up to 1GOT (37,8° C) (0.6 GPH) Copper Shield' is the most flexible Ambient: Up to125"F(51,7°C) XFSP= Purple to indicate models ddpline tubing In the Industry making ,Required FEltretion:120 Mesh that use non -potable water it the easiest sub -surface dripline to XFSPS= Purple stripe to indicate models design with and install that use non -potable water RA/N�kB/RD, XFS Dripline With Copper Shield" Technology Dripline Series Specifications The flexible, shiny metallic copper -colored polyethylene tubing shall have factory installed pressure -compensating, inline emitters spaced evenly per listed spacing. The flow rate from each installed Inline emitter shall be 0.4, 0.6 or 0.9 gallons per hour when Inlet pressure Is between 8.5 and 60 psi. The Inllne emitter diaphragm shall have a pressure -regulating diaphragm with a spring action allowing it to self -rinse if there is a plug at the outlet hole. The flexible tubing allows for easy non -linear installations. The inline emitter shall have copper shield technology installed to protect the emitter from root intrusion. The inline emitter inlet shall be raised offthe Inside tube wall to minimize dirt intrusion. The XFS Dripline INine tubing shall be manufactured by Rain Bird Corporation, Azusa California. Inlet Pressure Maximum Lateral Length (feet) Inlet Pressure Maximum Lateral Length (meters) psi 12" Spacing bars 30.5 an Spacim Nominal now (GPH): Nominal Flow(I/N: 0.42 0.6 0.9 lb 23 35 is 352 273 155 1.0 107.2 83.2 47.2 20 _ 399 318 169 1A 121.6 96.9 515 30 447 360 230 2.1 1362 1D9.7 70.1 40 488 395 255 2.11 148.7 1204 779 5o SOS 417 285 35 153.9 127.1 86.9 60 573 460 290 4.1 1746 1402 88A 18" Spacing 45.7 cm Spacing Nominal Flow (GPH): Nominal Flow (Vh): OA2 0.6 0.9 16 23 35 15 374 314 250 to 114 957 762 20 417 353 294 1A 127.1 1076 896 30 481 413 35D 2.1 1466 1259 106.7 40 530 465 402 26 1615 141.7 1225 50 610 528 420 35 185.9 160.9 128.0 60 734 596 455 4J 2237 1817 138.7 LEED Compliant Contains at least 20% post consumer 0L E E D recycled polyethylene which qualifies for LEED credit 4.2 Rain Bird's Professional XF Series Dripline offers five (5) years on product workmanship Customer Satisfaction Polley and seven (7) years on environmental stress cracking Rain Bird Corporation 6991 E. Southpoint Road Tucson, AZ 85756 Phone: (520) 7416100 Fax: (520) 7416522 Rain Bird Technical Services 18001 RAINBIRD (1-800-7246247) (U.S. and Canada) • Registered Trademark of Rain 81rd Corporation 0 2017 Rain Bird Corporation 01/20 L1lrtlrulvr-- - nro %emu SCALE: NOT TO SCALE Rain Bird corporation 97C West Sierra Madre Avenue Azusa, CA 91702 Phone: (626) 812-3400 Fax: (626) 812-3411 Rain Bird Irtemational, Inc. 1000 West Sierra Madre Ave. Azusa, CA 91702 Phone: (626) 963-9311 Fax: (626) 852-7343 The Intelligent Use of Water^' www.rainblyd.com D39978B Material Number NL998HB, T-FP-600A - Ball Valve - Brass, Two -Piece, Full Port, NPT x NPT The NIBC00 brass ball valve provides ease of operation with quarter -turn (90 degrees) open to close. The two-piece valve features threaded end connections for easy installation. Please refer to NIBCO technical data sheet, valve selection guide and catalogfor engineering and installation information. Choose NIBCO ball valves for the most specified, versatile and 9 9 O P , economical valve option In commercial and residential applications. NIBCOO specialty valves are backed by a NIBCO INC. 2-year limited w- more UPC Code 039923276636 Type Ball Valve Valve Size 1 1/4 in Body Material BRS Brass Cold Working Pressure 600 psi Operation Type Standard Lever Handle Connection Type T -- Female NPT Thread (FIPT) Flow Coefficient 103 Description TFP600A 1 1/4 60OPSI THD FULL PORT BV Weight 1.570 lb VML-VG - 131'1LL V/'1L' SCALE: NOT TO SCALE .. Y m u to Z Ra n 8 X 2 d O !P U =1 w d Q. Z x ZZ 0 a L F y T m to O m O 0 Q Z m U C) so d O' 0 1L IL Z r L C C ❑ O imp o 8 CO O N w O = o3 d ZO to O O C to C_ N m W C 3 E -5 y �• ._ - 0 0 Q W m O Z RA/H4B/RD. Quick -Coupling Valves Convenient water access in potable and non -potable systems Features • Industrial -strength brass quick -coupling valves for convenient water access in potable and non -potable systems. • Rugged, red brass construction for long life and reliable performance. • Reliable leak proof operation with strong corrosion -resistant stainless steel spring. • Optional locking cover on models 33-DLRC, 44-LRC, 5-LRC, 33-DNP, • 44-NP, and 5-NP(use ' 2049 key to unlock). - Metal cover on model 7 only 1 • One-piece body design (models 3-RC, 5-RC and 7) • Two-piece body design for easy servicing Quick coupling valves (models 33-DLRC, 33-DRC, 44-LRC, 44-RC, 33-0NP, 44-NP, and 44-NP ACME - • Thermoplastic rubber coverfor durability Tech Spec Quick -Coupling Valve Cutaway • 33-0NP, 44-NP, 44-NP ACME, and 5-NP covers marked with'Do Not Ddnld" warnings in English and Spanish i(I • Three-year trade warranty _a Specifications 33-DNP,44-NP, 7SRC'-33BRE, 33•DLRC,-' • Pressure: 5 to 125 psi(035 to 8.63 bar) 44-NPACME S_LRC 4441c, 44LRC • Flow: 10ro 125 gpm (227 to 2838 m3/h; 378 to 4731/m) . 5-LRC-BSP. 1"(26/34) Locking Rubber •5-LRC:51k'(14.0cm) • 33-0NP, 44-NP and 5-N.LP flow: 10 to 70 Cover, 1-Piece Body, BSP threaded , 3• gpm(227 to 15.89 m3/h; 378to 2651/m) 3-(146an) • 33-0NP.34"(2027) Non -potable, Purple .3}D Np; q?g^(77 7 on) Models Locking Rubber Cover, 2-Piece Body .44-NP:6'(152an) • 44-NP: 1'(26/34) Non -potable, Purple .44-NP ACME 6'(152 an) • 3-RC 34'(20/27) Rubber Cover, l-Piece Locking Rubber Cover, 2-Piece Body •5-0IP. S'k°(14.Ocm) Pody • 44-NP ACME 1(26/34) Non -potable, • 33-DR0 3W(20/ 27) DoubleTrack Key Lug, Purple Locking Rubber Cover, 2-Piece Rubber Cover, 2-Piece Body Body,ACMEthread • 33-DLRC: 3W(20/27) DoubleTrack Key Lug, • 5-NP.1"(26/34)Non-potable, Purple ' Locking Rubber Cover, 2-Piece Body Locking Rubber Cover, l-Piece Body • 44-RC:1"(26/34)RubberCover,2-Piece NaForrwn-USapplkodongitisarytospecify 33 -DLRC tr: ne¢u Body NPTarBSP thrmdrype (-TTM • 44-LRC:1"(26/34) Locking Rubber Cover, Model Cover Thread Dimensions (height) 33 RC Blank NPT 2-Piece Body 44 DRC BSP:5-RC,5-IRConly • S-RC: 1'(26/34) Rubber Cover, l-Piece Body •3-RC:41WOO.8cm) 5 DLRC ACME:44NPonly 33DRC: 43/(11.1 cm) 7 LRC • 5-LRC: 1'(2CV34)Lodcing Rubber Cover, •-DNP 1-Piece Body • 33-DLRC 4W (11.7 an) NP • 7:1V2"(40/49) Metal Cover, l-Piece Body •44-1106(152 cm) Note: Thisspecifieso33-OLRCmim3/4"f2Ol273quick • 5-RC-BSP. 1"(26/34) Rubber Cover, l-Piece •44-LRC6"(152cm) muplingtype, aptiorwlbckingrover. Body, BSP threaded • 5-RC 5'1Y (14A an) R.4/N]�kB/RD. Specifications 33-DRC, 33-DLRC, 44-RC, 44- RC -Two 33-DNP, 44-NP, 44-NP ACME -Two Piece Piece Quick Coupling Valve Quick Coupling Valve (Non -Potable) The quick coupling valve shall be a two piece The quick coupling valve shall beatwo piece type Capable of having a discharge rate of type capable of having a discharge rate of -units with a pressure loss not to exceed _units with a pressure loss not to exceed -units units The valve body shall be constructed of red The valve shall be constructed of red brass brass The cover shall be a durable, protective and shall havea purple, thermoplastic, lack- s If -closing rubber cover. When so specified, Ing rubber cover with molded -in warnings of the cover shall bealocking rubber cover "DO NOT DRINK"in English and Spanish, for (L�' use on systems using non -potable water. The valve shall be opened and closed lay a The valve shall be opened and closed by brass keyofthe same manufacturer having brass key ofthe same manufacturer having a_"(MNPOall _a key-wFNPT)ay ywitoutletThe a-"(MNPT)and -'(FNPT) outlet The valvethroatshall havea key-waywhh decent valve throat shall have a key -way with detent Positions for regulating water Flow. positions for regulating waterflow. 1 QUICK COUKEY PUNGVALVES-3-RC,S-RC, TAP PIPEINNE-- S-LRC,7- One Piece Quick Coupling Valve YAIYF KB hUlf FEW 3-R( 33DK Y3" 19 mm '/z" 13 mm The quick coupling valve shall be a one-piece 33-DRC 33DK YP 19 mm 'h" 13 mm type capable of having a discharge rate of 33-NP 33DK 3/a" 19 rum 'h" 13 rum units with a pressure loss not to exceed 44-NP 44K 1" 25 mm R" 19 mm _units 44-NPA(ME 44KA 1" 25 mm 34" 19 rum The valve body shall be constructed of red 44-RC 44K 1" 25 rum 3h" 19 rum brass.The cover shall be a durable, protective 5-RC 55K1 25 mm - 5-NP 55K7 1V 25 rum - - " self -closing rubber cover. When so specified, 7 7K I1h" 38 mm - - the cover shall be a locking rubber cover (LRC). Flow 3-K 33-ORC 44-RC 5-11C 7 33-KK 44LR( 5-LRC 33-DNP 44-NP 5-NP 44NP ACME WO a/4n 3/4n 1„ V I1hn 10 1.8 2 15 4.7 4.3 2.2 - - 20 72 7.6 4.4 - - 30 - - 11.5 4.1 - 40 7.3 - 50 - - - 11 1.7 60 _ _ _ 15.7 2.S 70 - - - 215 3.6 80 - - 4.9 IN - - - - 8.4 125 - 14 Now 34K 33-DRC 44-RC 5-RC 7 33-DLRC 44LR( 5-Lit( 33-DNP 44NP 5-NP 44 NP A(ME •Bit Vm 1.9 tm 1.9 an 2.5 on 2.5 on 3.8 an 2.3 38 0.12 0.12 - - - 4 67 CIA 0.42 0.23 - - 5 83 0.57 0.62 0.40 - - 6 100 - - 0.62 - - 7 117 - - 0.83 0.30 - 8 133 - - - 0.40 - 9 150 - - - 0.50 - 10 167 - - - 0.61 - 12 200 - - - 0.85 0.13 The valve shall be opened and dosedbya Oo„,„"e°�M�LT 14 233- - - 1.15 0.18 brass key ofthe same manufacturer having O•,0„o°CC�a`t"` 16 267- - - 1.50 0.25 a_"(MNPT)and _"(FNPT)outletThe Umss�ap.(Eow 22 367- - - - 0.54 valve throat shall have wa with detent keY- Y 28 473 - - - - 0.97 positions for regulating water flow. ",o„ w,:,„w:.„,,.,,, -ion vMms are with fiowwrdfuityopm. 1 Rm'n Bidremmm"ds Rownrtesin ties finerwe mnoxd 75Rix " u„w.E, „,.� wwY Cover Key -Model 2049 8""c A„,„„,"". R3Ms)inaNxmreduretneeHemolwotehommn. 2)faflow3 nekw5go. (I m3/h;321/s) Rom NIdmammends used • Locks and unlocks the optional locking 02y,,."„„�„n,0„„„ upstreomnmonor�ropremtandsRammim,'„ghMowrneempnmym. cover(LRC) on quick coupling valves. " 1 ",. 3)Fmfl.ixew 10V.Om3/h;631A)RMn&rdmommerWsthmthe Rowcmmdstem 6e turned down txn N11 rums Rom rite 614 open pasNm. • Operates the valve marker Compression PRS-B nrodukhremnmend[dlwuse odymMwmtesln areas bebw lock Rain Bird Corporation Rain Bird Corporation Rain Bird International, Inc. 6991 E. Southpoint Road 970 West Sierra Madre Avenue 1000 West Sierra Madre Ave. Tucson, AZ 85756 Azusa, CA 91702 Azusa, CA 91702 Phone: (520) 7416100 Phone: (626) 812-3400 Phone: (626) 963-9311 Fax: (520) 7416522 Fax: (626) 812-3411 Fine (626) 852-7343 Rain BkdTedtNcal Services Specification Hodine The Intelligent Use ofwater (80D) RAINBIRD (1-800-7246247) BOD-458-3005 (U.S. and Canada) www.rainbird.com (U.S. and Canada) 0 Registered Trademark of Rain Bird Corporation a 2017 Rain Bid Corporation 9/17 z EE LU W LU rn z F W LU Z wi--ow> 0 Z W WW j W ZrCgt=ohm P W < = wZ _J>Z0LUUO Z U)MWZFH 00<a- LOf Q U H o_ Q J 00 W Z Z o Q > aJ of U w I- Cn REVISIONS REV I DATE COMMENT IR 1 10/29/2021 PERISP COMMENTS 2 01/21/2022 PER COUNTY COMMENTS 3 04/OS/2022 PER COUNTY COMMENTS io Know what's below. Call before you dig. ALWAYS CALL 811 It's fast. It's free. It's the law. NOT APPROVED FOR CONSTRUCTION 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.: V211201 DRAWN BY: DSH CHECKED BY: RTY DATE: 10/29/2021 CAD I.D.: LSCP -2 PROJECT SITE PLAN DOCUMENTS FOR oISICUU t PROPOSED LOCATION 1636 SEMINOLE TRAIL ALBERMARLE COUNTY CHARLOTTESVILLE, VIRGINIA 22901 BOHLER'� 2150 ASHLAND RD. SUITE 200 RICHMOND, VIRGINIA 23146 Phone: (804) 893-8200 VA@Bohlef-Eng.com ;SpLTH pF'ti NICHOLAS T GEOR( Cert. No. 001653 r9yp 8/27/2021 'wI.'4 PE ARG SHEET TITLE: IRRIGATION NOTES AND DETAILS SHEET NUMBER A) VALVE - QUICK COUPLER VALVE CUT SHEET I C- / O9 -710J SCALE: NOT TO SCALE REVISION 3 - 04/08/2022 R.4/N]�kB/RD. Specifications 33-DRC, 33-DLRC, 44-RC, 44- RC -Two 33-DNP, 44-NP, 44-NP ACME -Two Piece Piece Quick Coupling Valve Quick Coupling Valve (Non -Potable) The quick coupling valve shall be a two piece The quick coupling valve shall beatwo piece type Capable of having a discharge rate of type capable of having a discharge rate of -units with a pressure loss not to exceed _units with a pressure loss not to exceed -units units The valve body shall be constructed of red The valve shall be constructed of red brass brass The cover shall be a durable, protective and shall havea purple, thermoplastic, lack- s If -closing rubber cover. When so specified, Ing rubber cover with molded -in warnings of the cover shall bealocking rubber cover "DO NOT DRINK"in English and Spanish, for (L�' use on systems using non -potable water. The valve shall be opened and closed lay a The valve shall be opened and closed by brass keyofthe same manufacturer having brass key ofthe same manufacturer having a_"(MNPOall _a key-wFNPT)ay ywitoutletThe a-"(MNPT)and -'(FNPT) outlet The valvethroatshall havea key-waywhh decent valve throat shall have a key -way with detent Positions for regulating water Flow. positions for regulating waterflow. 1 QUICK COUKEY PUNGVALVES-3-RC,S-RC, TAP PIPEINNE-- S-LRC,7- One Piece Quick Coupling Valve YAIYF KB hUlf FEW 3-R( 33DK Y3" 19 mm '/z" 13 mm The quick coupling valve shall be a one-piece 33-DRC 33DK YP 19 mm 'h" 13 mm type capable of having a discharge rate of 33-NP 33DK 3/a" 19 rum 'h" 13 rum units with a pressure loss not to exceed 44-NP 44K 1" 25 mm R" 19 mm _units 44-NPA(ME 44KA 1" 25 mm 34" 19 rum The valve body shall be constructed of red 44-RC 44K 1" 25 rum 3h" 19 rum brass.The cover shall be a durable, protective 5-RC 55K1 25 mm - 5-NP 55K7 1V 25 rum - - " self -closing rubber cover. When so specified, 7 7K I1h" 38 mm - - the cover shall be a locking rubber cover (LRC). Flow 3-K 33-ORC 44-RC 5-11C 7 33-KK 44LR( 5-LRC 33-DNP 44-NP 5-NP 44NP ACME WO a/4n 3/4n 1„ V I1hn 10 1.8 2 15 4.7 4.3 2.2 - - 20 72 7.6 4.4 - - 30 - - 11.5 4.1 - 40 7.3 - 50 - - - 11 1.7 60 _ _ _ 15.7 2.S 70 - - - 215 3.6 80 - - 4.9 IN - - - - 8.4 125 - 14 Now 34K 33-DRC 44-RC 5-RC 7 33-DLRC 44LR( 5-Lit( 33-DNP 44NP 5-NP 44 NP A(ME •Bit Vm 1.9 tm 1.9 an 2.5 on 2.5 on 3.8 an 2.3 38 0.12 0.12 - - - 4 67 CIA 0.42 0.23 - - 5 83 0.57 0.62 0.40 - - 6 100 - - 0.62 - - 7 117 - - 0.83 0.30 - 8 133 - - - 0.40 - 9 150 - - - 0.50 - 10 167 - - - 0.61 - 12 200 - - - 0.85 0.13 The valve shall be opened and dosedbya Oo„,„"e°�M�LT 14 233- - - 1.15 0.18 brass key ofthe same manufacturer having O•,0„o°CC�a`t"` 16 267- - - 1.50 0.25 a_"(MNPT)and _"(FNPT)outletThe Umss�ap.(Eow 22 367- - - - 0.54 valve throat shall have wa with detent keY- Y 28 473 - - - - 0.97 positions for regulating water flow. ",o„ w,:,„w:.„,,.,,, -ion vMms are with fiowwrdfuityopm. 1 Rm'n Bidremmm"ds Rownrtesin ties finerwe mnoxd 75Rix " u„w.E, „,.� wwY Cover Key -Model 2049 8""c A„,„„,"". R3Ms)inaNxmreduretneeHemolwotehommn. 2)faflow3 nekw5go. (I m3/h;321/s) Rom NIdmammends used • Locks and unlocks the optional locking 02y,,."„„�„n,0„„„ upstreomnmonor�ropremtandsRammim,'„ghMowrneempnmym. cover(LRC) on quick coupling valves. " 1 ",. 3)Fmfl.ixew 10V.Om3/h;631A)RMn&rdmommerWsthmthe Rowcmmdstem 6e turned down txn N11 rums Rom rite 614 open pasNm. • Operates the valve marker Compression PRS-B nrodukhremnmend[dlwuse odymMwmtesln areas bebw lock Rain Bird Corporation Rain Bird Corporation Rain Bird International, Inc. 6991 E. Southpoint Road 970 West Sierra Madre Avenue 1000 West Sierra Madre Ave. Tucson, AZ 85756 Azusa, CA 91702 Azusa, CA 91702 Phone: (520) 7416100 Phone: (626) 812-3400 Phone: (626) 963-9311 Fax: (520) 7416522 Fax: (626) 812-3411 Fine (626) 852-7343 Rain BkdTedtNcal Services Specification Hodine The Intelligent Use ofwater (80D) RAINBIRD (1-800-7246247) BOD-458-3005 (U.S. and Canada) www.rainbird.com (U.S. and Canada) 0 Registered Trademark of Rain Bird Corporation a 2017 Rain Bid Corporation 9/17 z EE LU W LU rn z F W LU Z wi--ow> 0 Z W WW j W ZrCgt=ohm P W < = wZ _J>Z0LUUO Z U)MWZFH 00<a- LOf Q U H o_ Q J 00 W Z Z o Q > aJ of U w I- Cn REVISIONS REV I DATE COMMENT IR 1 10/29/2021 PERISP COMMENTS 2 01/21/2022 PER COUNTY COMMENTS 3 04/OS/2022 PER COUNTY COMMENTS io Know what's below. Call before you dig. ALWAYS CALL 811 It's fast. It's free. It's the law. NOT APPROVED FOR CONSTRUCTION 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.: V211201 DRAWN BY: DSH CHECKED BY: RTY DATE: 10/29/2021 CAD I.D.: LSCP -2 PROJECT SITE PLAN DOCUMENTS FOR oISICUU t PROPOSED LOCATION 1636 SEMINOLE TRAIL ALBERMARLE COUNTY CHARLOTTESVILLE, VIRGINIA 22901 BOHLER'� 2150 ASHLAND RD. SUITE 200 RICHMOND, VIRGINIA 23146 Phone: (804) 893-8200 VA@Bohlef-Eng.com ;SpLTH pF'ti NICHOLAS T GEOR( Cert. No. 001653 r9yp 8/27/2021 'wI.'4 PE ARG SHEET TITLE: IRRIGATION NOTES AND DETAILS SHEET NUMBER A) VALVE - QUICK COUPLER VALVE CUT SHEET I C- / O9 -710J SCALE: NOT TO SCALE REVISION 3 - 04/08/2022 the cover shall be a locking rubber cover (LRC). Flow 3-K 33-ORC 44-RC 5-11C 7 33-KK 44LR( 5-LRC 33-DNP 44-NP 5-NP 44NP ACME WO a/4n 3/4n 1„ V I1hn 10 1.8 2 15 4.7 4.3 2.2 - - 20 72 7.6 4.4 - - 30 - - 11.5 4.1 - 40 7.3 - 50 - - - 11 1.7 60 _ _ _ 15.7 2.S 70 - - - 215 3.6 80 - - 4.9 IN - - - - 8.4 125 - 14 Now 34K 33-DRC 44-RC 5-RC 7 33-DLRC 44LR( 5-Lit( 33-DNP 44NP 5-NP 44 NP A(ME •Bit Vm 1.9 tm 1.9 an 2.5 on 2.5 on 3.8 an 2.3 38 0.12 0.12 - - - 4 67 CIA 0.42 0.23 - - 5 83 0.57 0.62 0.40 - - 6 100 - - 0.62 - - 7 117 - - 0.83 0.30 - 8 133 - - - 0.40 - 9 150 - - - 0.50 - 10 167 - - - 0.61 - 12 200 - - - 0.85 0.13 The valve shall be opened and dosedbya Oo„,„"e°�M�LT 14 233- - - 1.15 0.18 brass key ofthe same manufacturer having O•,0„o°CC�a`t"` 16 267- - - 1.50 0.25 a_"(MNPT)and _"(FNPT)outletThe Umss�ap.(Eow 22 367- - - - 0.54 valve throat shall have wa with detent keY- Y 28 473 - - - - 0.97 positions for regulating water flow. ",o„ w,:,„w:.„,,.,,, -ion vMms are with fiowwrdfuityopm. 1 Rm'n Bidremmm"ds Rownrtesin ties finerwe mnoxd 75Rix " u„w.E, „,.� wwY Cover Key -Model 2049 8""c A„,„„,"". R3Ms)inaNxmreduretneeHemolwotehommn. 2)faflow3 nekw5go. (I m3/h;321/s) Rom NIdmammends used • Locks and unlocks the optional locking 02y,,."„„�„n,0„„„ upstreomnmonor�ropremtandsRammim,'„ghMowrneempnmym. cover(LRC) on quick coupling valves. " 1 ",. 3)Fmfl.ixew 10V.Om3/h;631A)RMn&rdmommerWsthmthe Rowcmmdstem 6e turned down txn N11 rums Rom rite 614 open pasNm. • Operates the valve marker Compression PRS-B nrodukhremnmend[dlwuse odymMwmtesln areas bebw lock Rain Bird Corporation Rain Bird Corporation Rain Bird International, Inc. 6991 E. Southpoint Road 970 West Sierra Madre Avenue 1000 West Sierra Madre Ave. Tucson, AZ 85756 Azusa, CA 91702 Azusa, CA 91702 Phone: (520) 7416100 Phone: (626) 812-3400 Phone: (626) 963-9311 Fax: (520) 7416522 Fax: (626) 812-3411 Fine (626) 852-7343 Rain BkdTedtNcal Services Specification Hodine The Intelligent Use ofwater (80D) RAINBIRD (1-800-7246247) BOD-458-3005 (U.S. and Canada) www.rainbird.com (U.S. and Canada) 0 Registered Trademark of Rain Bird Corporation a 2017 Rain Bid Corporation 9/17 z EE LU W LU rn z F W LU Z wi--ow> 0 Z W WW j W ZrCgt=ohm P W < = wZ _J>Z0LUUO Z U)MWZFH 00<a- LOf Q U H o_ Q J 00 W Z Z o Q > aJ of U w I- Cn REVISIONS REV I DATE COMMENT IR 1 10/29/2021 PERISP COMMENTS 2 01/21/2022 PER COUNTY COMMENTS 3 04/OS/2022 PER COUNTY COMMENTS io Know what's below. Call before you dig. ALWAYS CALL 811 It's fast. It's free. It's the law. NOT APPROVED FOR CONSTRUCTION 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.: V211201 DRAWN BY: DSH CHECKED BY: RTY DATE: 10/29/2021 CAD I.D.: LSCP -2 PROJECT SITE PLAN DOCUMENTS FOR oISICUU t PROPOSED LOCATION 1636 SEMINOLE TRAIL ALBERMARLE COUNTY CHARLOTTESVILLE, VIRGINIA 22901 BOHLER'� 2150 ASHLAND RD. SUITE 200 RICHMOND, VIRGINIA 23146 Phone: (804) 893-8200 VA@Bohlef-Eng.com ;SpLTH pF'ti NICHOLAS T GEOR( Cert. No. 001653 r9yp 8/27/2021 'wI.'4 PE ARG SHEET TITLE: IRRIGATION NOTES AND DETAILS SHEET NUMBER A) VALVE - QUICK COUPLER VALVE CUT SHEET I C- / O9 -710J SCALE: NOT TO SCALE REVISION 3 - 04/08/2022 Now 34K 33-DRC 44-RC 5-RC 7 33-DLRC 44LR( 5-Lit( 33-DNP 44NP 5-NP 44 NP A(ME •Bit Vm 1.9 tm 1.9 an 2.5 on 2.5 on 3.8 an 2.3 38 0.12 0.12 - - - 4 67 CIA 0.42 0.23 - - 5 83 0.57 0.62 0.40 - - 6 100 - - 0.62 - - 7 117 - - 0.83 0.30 - 8 133 - - - 0.40 - 9 150 - - - 0.50 - 10 167 - - - 0.61 - 12 200 - - - 0.85 0.13 The valve shall be opened and dosedbya Oo„,„"e°�M�LT 14 233- - - 1.15 0.18 brass key ofthe same manufacturer having O•,0„o°CC�a`t"` 16 267- - - 1.50 0.25 a_"(MNPT)and _"(FNPT)outletThe Umss�ap.(Eow 22 367- - - - 0.54 valve throat shall have wa with detent keY- Y 28 473 - - - - 0.97 positions for regulating water flow. ",o„ w,:,„w:.„,,.,,, -ion vMms are with fiowwrdfuityopm. 1 Rm'n Bidremmm"ds Rownrtesin ties finerwe mnoxd 75Rix " u„w.E, „,.� wwY Cover Key -Model 2049 8""c A„,„„,"". R3Ms)inaNxmreduretneeHemolwotehommn. 2)faflow3 nekw5go. (I m3/h;321/s) Rom NIdmammends used • Locks and unlocks the optional locking 02y,,."„„�„n,0„„„ upstreomnmonor�ropremtandsRammim,'„ghMowrneempnmym. cover(LRC) on quick coupling valves. " 1 ",. 3)Fmfl.ixew 10V.Om3/h;631A)RMn&rdmommerWsthmthe Rowcmmdstem 6e turned down txn N11 rums Rom rite 614 open pasNm. • Operates the valve marker Compression PRS-B nrodukhremnmend[dlwuse odymMwmtesln areas bebw lock Rain Bird Corporation Rain Bird Corporation Rain Bird International, Inc. 6991 E. Southpoint Road 970 West Sierra Madre Avenue 1000 West Sierra Madre Ave. Tucson, AZ 85756 Azusa, CA 91702 Azusa, CA 91702 Phone: (520) 7416100 Phone: (626) 812-3400 Phone: (626) 963-9311 Fax: (520) 7416522 Fax: (626) 812-3411 Fine (626) 852-7343 Rain BkdTedtNcal Services Specification Hodine The Intelligent Use ofwater (80D) RAINBIRD (1-800-7246247) BOD-458-3005 (U.S. and Canada) www.rainbird.com (U.S. and Canada) 0 Registered Trademark of Rain Bird Corporation a 2017 Rain Bid Corporation 9/17 z EE LU W LU rn z F W LU Z wi--ow> 0 Z W WW j W ZrCgt=ohm P W < = wZ _J>Z0LUUO Z U)MWZFH 00<a- LOf Q U H o_ Q J 00 W Z Z o Q > aJ of U w I- Cn REVISIONS REV I DATE COMMENT IR 1 10/29/2021 PERISP COMMENTS 2 01/21/2022 PER COUNTY COMMENTS 3 04/OS/2022 PER COUNTY COMMENTS io Know what's below. Call before you dig. ALWAYS CALL 811 It's fast. It's free. It's the law. NOT APPROVED FOR CONSTRUCTION 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.: V211201 DRAWN BY: DSH CHECKED BY: RTY DATE: 10/29/2021 CAD I.D.: LSCP -2 PROJECT SITE PLAN DOCUMENTS FOR oISICUU t PROPOSED LOCATION 1636 SEMINOLE TRAIL ALBERMARLE COUNTY CHARLOTTESVILLE, VIRGINIA 22901 BOHLER'� 2150 ASHLAND RD. SUITE 200 RICHMOND, VIRGINIA 23146 Phone: (804) 893-8200 VA@Bohlef-Eng.com ;SpLTH pF'ti NICHOLAS T GEOR( Cert. No. 001653 r9yp 8/27/2021 'wI.'4 PE ARG SHEET TITLE: IRRIGATION NOTES AND DETAILS SHEET NUMBER A) VALVE - QUICK COUPLER VALVE CUT SHEET I C- / O9 -710J SCALE: NOT TO SCALE REVISION 3 - 04/08/2022 12 200 - - - 0.85 0.13 The valve shall be opened and dosedbya Oo„,„"e°�M�LT 14 233- - - 1.15 0.18 brass key ofthe same manufacturer having O•,0„o°CC�a`t"` 16 267- - - 1.50 0.25 a_"(MNPT)and _"(FNPT)outletThe Umss�ap.(Eow 22 367- - - - 0.54 valve throat shall have wa with detent keY- Y 28 473 - - - - 0.97 positions for regulating water flow. ",o„ w,:,„w:.„,,.,,, -ion vMms are with fiowwrdfuityopm. 1 Rm'n Bidremmm"ds Rownrtesin ties finerwe mnoxd 75Rix " u„w.E, „,.� wwY Cover Key -Model 2049 8""c A„,„„,"". R3Ms)inaNxmreduretneeHemolwotehommn. 2)faflow3 nekw5go. (I m3/h;321/s) Rom NIdmammends used • Locks and unlocks the optional locking 02y,,."„„�„n,0„„„ upstreomnmonor�ropremtandsRammim,'„ghMowrneempnmym. cover(LRC) on quick coupling valves. " 1 ",. 3)Fmfl.ixew 10V.Om3/h;631A)RMn&rdmommerWsthmthe Rowcmmdstem 6e turned down txn N11 rums Rom rite 614 open pasNm. • Operates the valve marker Compression PRS-B nrodukhremnmend[dlwuse odymMwmtesln areas bebw lock Rain Bird Corporation Rain Bird Corporation Rain Bird International, Inc. 6991 E. Southpoint Road 970 West Sierra Madre Avenue 1000 West Sierra Madre Ave. Tucson, AZ 85756 Azusa, CA 91702 Azusa, CA 91702 Phone: (520) 7416100 Phone: (626) 812-3400 Phone: (626) 963-9311 Fax: (520) 7416522 Fax: (626) 812-3411 Fine (626) 852-7343 Rain BkdTedtNcal Services Specification Hodine The Intelligent Use ofwater (80D) RAINBIRD (1-800-7246247) BOD-458-3005 (U.S. and Canada) www.rainbird.com (U.S. and Canada) 0 Registered Trademark of Rain Bird Corporation a 2017 Rain Bid Corporation 9/17 z EE LU W LU rn z F W LU Z wi--ow> 0 Z W WW j W ZrCgt=ohm P W < = wZ _J>Z0LUUO Z U)MWZFH 00<a- LOf Q U H o_ Q J 00 W Z Z o Q > aJ of U w I- Cn REVISIONS REV I DATE COMMENT IR 1 10/29/2021 PERISP COMMENTS 2 01/21/2022 PER COUNTY COMMENTS 3 04/OS/2022 PER COUNTY COMMENTS io Know what's below. Call before you dig. ALWAYS CALL 811 It's fast. It's free. It's the law. NOT APPROVED FOR CONSTRUCTION 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.: V211201 DRAWN BY: DSH CHECKED BY: RTY DATE: 10/29/2021 CAD I.D.: LSCP -2 PROJECT SITE PLAN DOCUMENTS FOR oISICUU t PROPOSED LOCATION 1636 SEMINOLE TRAIL ALBERMARLE COUNTY CHARLOTTESVILLE, VIRGINIA 22901 BOHLER'� 2150 ASHLAND RD. SUITE 200 RICHMOND, VIRGINIA 23146 Phone: (804) 893-8200 VA@Bohlef-Eng.com ;SpLTH pF'ti NICHOLAS T GEOR( Cert. No. 001653 r9yp 8/27/2021 'wI.'4 PE ARG SHEET TITLE: IRRIGATION NOTES AND DETAILS SHEET NUMBER A) VALVE - QUICK COUPLER VALVE CUT SHEET I C- / O9 -710J SCALE: NOT TO SCALE REVISION 3 - 04/08/2022 0 Registered Trademark of Rain Bird Corporation a 2017 Rain Bid Corporation 9/17 z EE LU W LU rn z F W LU Z wi--ow> 0 Z W WW j W ZrCgt=ohm P W < = wZ _J>Z0LUUO Z U)MWZFH 00<a- LOf Q U H o_ Q J 00 W Z Z o Q > aJ of U w I- Cn REVISIONS REV I DATE COMMENT IR 1 10/29/2021 PERISP COMMENTS 2 01/21/2022 PER COUNTY COMMENTS 3 04/OS/2022 PER COUNTY COMMENTS io Know what's below. Call before you dig. ALWAYS CALL 811 It's fast. It's free. It's the law. NOT APPROVED FOR CONSTRUCTION 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.: V211201 DRAWN BY: DSH CHECKED BY: RTY DATE: 10/29/2021 CAD I.D.: LSCP -2 PROJECT SITE PLAN DOCUMENTS FOR oISICUU t PROPOSED LOCATION 1636 SEMINOLE TRAIL ALBERMARLE COUNTY CHARLOTTESVILLE, VIRGINIA 22901 BOHLER'� 2150 ASHLAND RD. SUITE 200 RICHMOND, VIRGINIA 23146 Phone: (804) 893-8200 VA@Bohlef-Eng.com ;SpLTH pF'ti NICHOLAS T GEOR( Cert. No. 001653 r9yp 8/27/2021 'wI.'4 PE ARG SHEET TITLE: IRRIGATION NOTES AND DETAILS SHEET NUMBER A) VALVE - QUICK COUPLER VALVE CUT SHEET I C- / O9 -710J SCALE: NOT TO SCALE REVISION 3 - 04/08/2022 io Know what's below. Call before you dig. ALWAYS CALL 811 It's fast. It's free. It's the law. NOT APPROVED FOR CONSTRUCTION THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY REVIEW AND APPROVAL. 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Flow gpm Precip In/h Prec In/h 15F 15 11 2.60 2.07 2.39 20 12 3.0 .01 2.32 O 25 14 3.30 1 1.62 1.87 30 15 3.70 1.58 1.83 15H 15 11 130 2.07 239 20 12 150 2.01 232 25 14 1.65 1.62 1.87 30 15 1.85 1.58 1.83 taQ 15 11 0.65 2.07 2.39 20 12 0.75 2.01 2.32 25 14 0.82 1.62 1.87 30 15 0.92 1.58 1.83 Note All MPR nozzles (tined on 4' (70.2 cm) pop -ups ■ Squov poorgbowdon50%dtametero/Mrow ♦ TdangularspocingbasedmSO96dlameterofthmw 0, Trajectory Nozzle Pressure Radius Flow psi ft. OPM SF 15 5 1.50 20 5 1.50 25 5 1.50 30 5 1.50 5H-B 15 5 1.00 20 5 1.00 V. 25 5 1.00 30 5 1.00 5Q-B 15 5 0.50 20 5 050 64. 25 5 0.50 30 5 0.50 5CST-B 15 5 0.50 20 5 050 'O' 25 5 050 30 5 050 Now Indicates adjusted radius atpsi shown Note: Nowatadjustedradiusuf5rian.5m) The Intelligent Use of Water.' www.rainbird.com/sprays Pena moncedma bakerin zero windcondamos Niue: Spedfy spmy body and nazrles separately. Note Radius reduction over 25%of the nwmal throw of the no&e is rat recommended 0°Tmjec[ory Nozzle Pressure Radius Flow Flow bar m a % 1/m SF-B 1.5 1.5 035 5.7 1.5 1.5 0.35 5.7 2.0 1.5 035 5.7 2.1 1.5 0.35 5.7 5H-B 1.0 1.5 0.23 3.8 1.0 1.5 013 3.8 2.0 1.5 023 39 2.1 1.5 0.23 3.8 5Q-B 1.0 1.5 0.12 1.9 / 1.5 1.5 0.12 1.9 c� 2.0 1.5 0.12 1.9 2.1 1.5 0.12 1.9 513T-B 1.0 1.5 0.12 1.9 I5 1.5 0.12 1.9 2.0 1.5 0.12 1.9 2.1 1.5 0.12 1.9 19 Spray Nozzles MPR Nozzles www.rainbird.com/sprays Plastic MPR Nozzles Models Matched Precipitation Rate Nozzles • 5 Series: Quarter, Half, Full Nozzles • 5 Series: Bubbler Nozzles Features • 8 Series: Quarter, Half, Full Nozzles •Matched precipitation rates across sets and patterns in 5 Series, . 8 FLT Series: Designed for lower trajectory applications, such as 8 Series, 10 Series, 12 Series, and 15 Series for even water distribution windy areas and design flexibility • MPR Nozzles are installed by more contractors than all other brands ' 10 Series Nozzles combined • 12 Series Nozzles •Quickly identify radius and arc with Top Color -coded' nozzles even • 15 Series: Quarter, Half, Full Nozzles when system is not operating • 15 Strip Series Nozzles • Three year trade warranty Thesemnge ombasedmproperpressomotnozzle. ' Rain Bfrdreoommendsusmg, 1800PRSSWayBodies tomainmin Operating Range optimum ncedeperturmancein higherpressuresituatki • Spacing: 3 to 15 feet (0.9 to 4.6 m)l • Pressure: 15 to 30 psi (1 to 2.1 bar) • Optimum pressure: 30 psi (2.1 bar)= Rain Bird- MPR Nozzles, The Industry Standard 5°Trajectory, ■ Nozzle Pressure Radius Flow Precip Precip psi ft, gPM In/h In/h SF 15 3 0.. 358 20 4 0.33 33 1.99 99 2.29 O 25 4 0.37 2.23 2.57 30 5 0.41 1.58 1.83 5H 15 3 0.14 3.00 _ 3.46 Am 20 25 4 4 0.16 0.18 1.93 2.17 2.22 250 30 5 0.20 1.54 1.78 5Q 15 3 0.07 3.00 3.46 20 4 0.08 1.93 2.22 25 4 0.09 2.17 2.50 30 5 0.10 L54 1.78 Note: Ail MPR nozzles rested w 4"(I0.21m) pop -ups ■ Squarespacinglimedon50%diameterofthrow ♦ Tdangularspacirgboedm50%diarrreterofMrow The Intelligent Use of Water." IR MPR Nozzle and Screen 5F rr toner n F: Full H: Has Q:Quaner MPR RaMus Range 5:5 faa(1S m) B: Bfon(2.4m) 12:12feetu.lm) 15:15feet(46m) Perfb m edatataken Inzerowindcondldws Now. Spedfy spmy body and nozzleles separately. Note: Radids mdmWn owr 25%of the normal throw of t 1e nozzle is trot recommended 17 Tech Spec 1800" Series Spray Heads 1800 SAM-P45 Series Meets the needs of spray body applications using Rotary Nozzles regardless of changing elevation or water pressures. Incorporates 1800 Wes SAM feature and regulates oper- ating pressure at45psi (3.1 bar). • Designed to maximize application efficiency when using Rotary Nozzles. I RainBird" co -molded, • Maintains constant outlet pressure at 45psi (3.1 bar) at varying inlet pressures. I Pressure-activated Maintains constant pressure regardless of + ;wiper seal nozzle used • "SAM-PRS451stamped on cap for easy identification and maintenance. , • Five-yeartrdde warranty. Operating Range • spacing: 13 to 24 feet(4.0 to 73 all strong stainless steel • Pressure: 25 to 70 psi (1.7 to 4$ bar) rag retract spring Specifications • Regulates nozzle pressure to an average 45 psi (3.1 bar) with inlet pressures of up to 70 psi (4.8 bar) • SAM capability: holds up to 14 feet (4.2 m) Side inlet on 1806, of head; 6 psi (03 bar) 1806PR5, 1812, and • Flow -by: 0 at 8 psi(0.6 bar) or greater, 1812PRS models only 0.1 gpm (0A2 (tom inlet only otherwise • Installation: bottom inlet only Dimensions • W(15)21) NPTfemale threaded inlets • Body height: 1804SAM-P45-6"(15Drill, 1806 SAM-P45 -9% (24 ❑n), Patented PRS in -stem 1812 SAM-P45-16"(40 cm) • Exposed diameter. 2W"(5.7 cm) I pressure regulator 1 option I.r.r Models • 18045AM-P45:4"popilp height (10 cm) • 18065AM-P45:6"pop-up height (15 cm) • 18125AM-P45:12"pop-up height (30 cm) 1806 with Swing Joint on Bottom Inlet 1812 with Swing Pipe on side Inlet fizzle O Z_ W W U.1 Go Z F of W Z W H 0 W Ur Z W W W i W ZrCIJ1--LUoftA FWQ= wZ >ZUWf40 co 7 M Q Q Z Q Z U)MWZFH O Z a CLa~ o Q J W 0 U) W Z Z o- Q > aJ U W 1-- REVISIONS REV DATE COMMENT 1 10/292021 PER ISP COMMENTS 2 01/21/2022 PER COUNTY COMMENTS ]BC 3 04/082022 PER COUNTY COMMENTS • I Know what's below. Call before you dig. ALWAYS CALL 811 It's fast. It's free. It's the law. NOT APPROVED FOR CONSTRUCTION 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.: V211201 Spray Nozzles �/� B/�Q® Spray MPR Nozzles DRAWN D DSH �/� B/RD MPR NozzlesB/RD:. CHECKED BY: RTY DATE: 10/29/2021 CAD I.D.: LSCP -2 PROJECT: ry Tozz Pressure Will. Flow psi ft. m 15EST 15 4x 13 0.45 20 4 x 14 0.50 25 4x 14 0.56 30 4 x 15 0.61 15tST 15 4 x 26 0.89 20 4x28 1.00 25 4x28 1.11 30 4x30 121 15RCS 15 3 x 11 0.35 20 3 x 12 0.40 � 25 4x 14 0.45 30 4 x 15 0.49 15LC5 15 3 x i 1 035 20 3 x 12 0.40 d� 25 4x14 OAS 30 4x 15 0.49 1555T 15 4 x 26 0.89 20 4 x 28 1.00 25 4x28 1.11 30 4 x 30 1.21 95ST 15 905 15 1.34 20 9x16 lA7 25 9x18 1.60 30 9x18 1.73 30°Trq*tory Nozzle Pressure Will. Flow Flow bar m m3)h I/m 15EST 1.0 1.2 x 4.0 0.10 1.7 1.5 1.2x4.3 0.11 2.0 ME 2.0 1.2x43 0.13 2.3 2.1 1.2 x 4.6 0.14 2.3 1SCST 1.0 1.2 x 7.9 020 3A 1.5 12 x 85 023 4.0 SS 2.0 12 x 85 025 45 2.1 12 x 92 027 4.6 151KS 1.0 0.8 x 32 0.08 1.3 15 1.0x3.9 0.09 1.6 �b 2.0 1.2x4.5 0.11 1.8 2.1 12x4.6 0.11 1.9 i5LC5 TO 0.8x32 0.08 1.3 15 1.0 x 3.9 0.09 1.6 t7NIIIIIII 2.0 12 x 45 0.11 1.8 2.1 11 x 4.6 0.11 1.9 1559 1.0 1.2 x 7.9 0.20 3A 1.5 1.2 x 85 0.23 4.0 4 2.0 1.2 x 85 0.25 4.5 2.1 12 x 92 0.27 4.6 95ST 1.0 2.7 x 4.6 0.30 5.1 15 2.7x4.9 033 5.8 2.0 2.7 x 55 0.36 65 2.1 2.7 x 55 039 65 W-aSdtlofcoveragepanem L-Lerigoorcoverageparrem Pertrmancedommkeninawowindcendi(ions Note sped/y spmy bodyand nozzles se.-mtel y. Not: Radius reduction owr 25%of the normal thmw of the nazde is rot recommended o IfujM my ■ ♦ a uujcctury ■ Nozzle Pressure Radius Flow Precip Precip Nozzle Pressure Radius Flow Flow Precip Precil psi ft. qpm In/h In/h bar m m3Ai I/m mm/hmm/h mm� SH-FLT 15 6 0.56 336 3.88 8H-FLT 1.0 1.7 0.12 2.1 87 101 20 25 7 7 0.65 0.72 2.91 2.60 3.36 3.01 1.5 2.0 2.1 2A 0.15 0.18 2.6 2.9 71 62 82 71 30 8 0.79 238 2.75 2.1 2A 0.18 3.0 60 70 8Q-FLT 15 6 018 332 3.83 8Q-FLT 1.0 1.7 0.06 1.1 86 100 All 20 25 7 7 032 036 2.87 257 3.32 2.97 1.5 2.0 2.1 2A 0.07 0.09 13 IA 71 61 81 71 30 8 039 235 2.71 2.1 2A 0.09 15 60 69 Nota:A1IMPRnazzles testedon4"001 am)papi ps Perfomoncedam taken in zero windroMkions ■ Squarespacing based on 5096 diameter of throw, Nr.SpecdyVroytadyandnozziesseparat*.. ♦ Tnogularspacingbosedon5096diwn afthrow Not:Radimmduttionowr25%ofhher althmwofdwwzdeiswtrewmmended 20 The Intelligent Use of Water. - NOZZLE - MATCHED PRECIPITATION RATE NOZZLES CUT SHEET SCALE: NOT TO SCALE 15-Trajectory ■ i 15`Trafectory ■ Nozzle Pressure Radius Flow Precip Precip Nozzle Pressure Radius Flow Flow Precip Pn psi ft. gpm In/h In/h bar m neAh I/m ram/h mr 1OF 15 7 1.16 218 2.63 10F 1.0 2.1 0.26 4.2 58 67 8 1.44 1.71 1.0 0.35 4.0 50 58 O20 ° 25 9 1.44 1.71 1.26 1.98 ° O 2.0 3.4 3.0 0.35 6.0 39 45 30 10 1.58 152 1.75 2.1 3.1 036 6.0 37 43 _ 10H 15 7 0.58 228 2.63 IGH 1.0 2.1 0.13 2A 58 67 20 8 0.65 1.96 2.26 1.5 2A 0.14 2A 50 58 25 9 0.72 1.71 1.98 2.0 3.0 0.18 3.0 39 45 30 10 0.79 152 1.75 2.1 3.1 0.18 3.0 37 43 100 15 7 0.29 228 2.63 10Q 1.0 2.1 0.06 1.2 58 67 20 8 0.33 1.96 2.26 1.5 2.4 0.07 1.2 50 58 25 9 0.36 1.71 1.98 2.0 3.0 0.09 1.2 39 45 30 10 0.39 1.52 1.75 2.1 3.1 0.09 1.2 37 43 .,•, .. �a.my ■ Nozzle Pressure Radius Flow Precip Precip psi ft. opin In/h In/h 12F 9 1.80 2. 2.34 20 10 2.10 2.0202 2.34 O15 25 11 2.40 1.91 2.21 30 12 2.60 1.74 2.01 12H 15 9 0.90 2.14 2A7 20 10 1.05 2.02 2.34 25 11 1.20 1.91 2.21 30 12 1.30 1.74 2.01 12Q 15 9 0.45 2.14 2.47 All 20 10 0.53 2.02 2.34 25 11 0.60 1.91 2.21 30 12 0.65 1.74 2.01 Not:AIIMPRnozzles resredcn4"(101 cm)pop-ups ■ Sgwmspocingbasedm50%diamaerofMrow ♦ Tdangularspacingbasedm50%dmmererofMmw 18 30°Trajectory ■ Nozzle Pressure Radius Flow Flow Precip Precip bar m rreAi Jim men/h mm/h 12F 1.0 2.7 0.40 6.8 55 63 3. 0. 8. 47 54 O1. 2.00 3.66 0.59 59 9.7 46 53 2.1 3.7 0.60 9.8 44 51 12H 1.0 2.7 020 3A 55 63 15 32 024 42 47 54 2.0 3.6 030 4.9 46 53 2.1 3.7 030 4.9 44 51 120 1.0 2.7 0.10 1.7 55 63 1.5 31 0.12 2.1 47 54 2.0 3.6 0.15 2.4 46 53 2.1 3.7 0.15 2.5 44 51 Performancedmo takenIn zero wb ui carMMons Not: Specify spray body and rozzks separately. Not: Radius edudion own 25%of the normal throw of the norte is mt reoornrnended The Intelligent Use of Water: Specifications SITE PLAN 1802, 1803,1804,1806 and 1812 Pop-up 1804 SAM, 1806 SAM and 1812 SAM Full 1804 SAM-PRS, 1806 SAM-PRS and DOCUMENTS Full or Part Circle Spray Sprinkler or Part Circle Seal-A-Matic"Pop-up Spray 1812 SAM-PRS Full or Part Circle Seal-A- Thes rinkler body, Sprinkler Matic Pressure Regulating Pop-up Spray p dy, stem, nozzle and screen Sprinkler FOR shall be constructed of heavy-duty, ultra -violet Optional Feature5pecifications: resistant plastic It shall have a heavy-duty stain- When so indicated on the design, the 4" Optional FeatureSpecifications: less steel retract spring for positive pop -clown or 12"high pop-up spray sprinklers shall also When so indicated on the design, the 4, 6" D' Q and a ratcheting system for easy alignment of include a Seal-A-Matic(SAM) check valve to or 12"hi h s r rinkler shall also the pattern. The sprinkler shall have a soft elas- 9 p0�'p p�H3 tourer pressure -activated co -molded wiper seal prevent low -head drainage of up to 14 feet of include a Seal-A-Matic(SAM) check valve and for cleaning debris from the pop-up stem ask head.This feature shall require the use of the a pressure regulating (PRS) device. -These unitsSTUTIS retracts into the case to prevent the sprinkler bottom inlet only.These units shall be identifi- shall be identifiable from the top with"SAM- fromsticking uptominimize flow -by" able from the top with"SAM"marking on the PRS"markings on the cap cap, The sealing device shall bean integral part The check valve shall prevent low -head drain - The sprinkler shall have a matched precipitation of the pop-up stem, removable through the top age ofupto l4 feet of head. The pressure PROPOSED rate(MPR)plastic or brass nozzle with an adjust- of the sprinkler, and shall zeal against the bet-age device shall prevent high pressure LOCATION ing screw capable of regulating the radius and tom case inlet It shall create no more than l psi fogging of the nozzle stream by regulating the flow. The sprinkler shall be capable of housing pressure drop at the maximum rated flow. nozzle pressure to 30 psi for inlet pressures from protective, non -clogging filer screens or prey- 1636 SEMINOLE TRAIL 35 to 70 i. Below 35 psi the pressure loss shall sure compensating screens (PC P nozzle.The screen shall be used in conjunction 1804 FIRS, 1806 PRS and 1812 PRS Full or not exceed 6 psi. These models shall utilize the ALBERMARLE COUNTY with the adjusting screw for reguWting.The6" Part Circle Pressure Regulating Pop-up spray bottom inlet only. CHARLOTTESVILLE, VIRGINIA22901 (15 cm) and 12'(30 cm) models shall have both Sprinkler a side and a bottom 1X(1521)(FNPT) inlet for Optional F'eoNreSpecificotions: 18045AM-P45,1806 SAM-P45, and 1812 ease of installation. SAM-P45 Full or Part Circle Seal-A-Matic When so indicated on the design, the 4' 6" Pressure Regulating Pop-up Spray Sprinkler The sprinkler shall have a Pop -Top Flush Plug or 12"high pop-up spray sprinkler shall also pre -Installed. The plug shall prevent debris from include a pressure regulating(PRS)device to Optional Feature Specifications: clogging the sprinkler during installation and prevent high pressure fogging to the nozzle When so indicated on the design, the 4; 6", allow for the system to be flushed before noz- stream.This regulating device shall be an 9 B 0 H L E R so ziing.The plug shall be bright orange in color integral part of the pop-up stem, removable . 12de a Se l-A-Ma pray sprinkler r shahell an and constructed of polypropylene material. through the top of the case.These units shall be indudea Seal -A -Marie (SAM)check valve ands identifiable from the top with'PRS"maddngs 45 psi pressure regulating(P45) device.These, 2150 ASHLAND RD. SUITE 200 units shall be identifiablefrom the top with on the op. RICHMOND, VIRGINIA 23146 "SAM-PRS45" markings on the cap. The device shall regulate the nozzle pressure Phone: (804)893-8200 The check valve shall prevent low -head drain - to 30 psi for inlet pressures from 35 to 70 psi. Below 35 psi the pressure loss shall not exceed age ofupto l4 feetdhead.Thepressure 6 psi. regulating device shall prevent high pressure VA@BohlerEng.com misting and undesirable performance of the nozzle stream by regulating the nozzle pressure to 45 psi for inlet pressures from 50 to 70 psi. Below 50 psi the pressure loss shall not exceed V 6 psi.These models shall utilize the bottom inlet only. The sprinkler shall be as manufactured by Rain Bird Corporation, Azusa, California. NICHOLAS T GEO GAS r..f Cert. No. 001653 Rain Bird Corporation Rain Bird Corporation Rain Bird International, Inc. 9-YQ�n 8/27/2021 � 6991 E. Southpoint Road 970 West Sierra Madre Avenue 1000 West Sierra Madre Ave. G� Tucson, AZ 85756 Azusa, CA 91702 Azusa, CA 91702 Cq PE AR Phone: (520) 741-6100 Phone (626)812-3400 Phone. (626) 963-9311 Fax (520)741-6522 Fax: (626) 812-3411 Fax (626)852-7343 SHEET TITLE: Rain Bird Technical Services Spedficadw Hodine The Intelligent Use of water (aD (1-800-724fi247) e0P458-3005 (U.S, and Canada) ww w.ralnblydmm /RRI GA TION (US.US. andnd Canada) e Registered Trademark of Rain Bird Corporation NOTES AND e 2009 Rain Bird Corporation TOMD39025K DETAILS SPRAY HEAD - 1800 SERIES CUT SHEET CONTINUED SHEET NUMBER: V SCALE: NOT TO SCALE C 711 REVISION 3 - 04/08/2022 +0.0 .Too .0 +D.o foo ++a., 01 +0.1 foe +o I +0.1 +02 +17.1 +0.2 +0.4 +0.3 +0.1 +0.2 +0.3 +0A +0.3 02 CALCULATION SUMMARY CALCULATION ZONE AVERAGE MAXIMUM MINIMUM MAX/MIN PARKING LOT 1.3 9.5 0 NA PROPERTY LINE ADJACENT COMMERCIAL TENANTS OA 2 0.7 0 NA PROPERTY LINE ADJACENT TO STREET 0 1 0.1 0 NA SITE 1 1 9.5 0 NA ALL LEVELS ARE IN FOOTCANDLES, ALL LUMINAIRES CALCULATED USING 1.0 LIGHT LOSS FACTOR +OA +0.8 +0.8 +1.t _ 7A +. 1.1 +0.8 + 02 1 Q HS 3 EACH OUTDOOR LUMINAIRE EQUIPPED WITH A o., LAMP THAT EMITS 3,000 OR MORE INITIAL 0a' + o.6 + 0.9 + ,.1 + 15 +' .8 + 2.6 +' 2.8 + 12 + LUMENS SHALL BE A FULL CUTOFF AND SHALL 07 PROPERTY LINE BE ARRANGED OR SHIELDED TO REFLECT LIGHT AWAY FROM ADJOINING RESIDENTIAL DISTRICTS .6 AND AWAY FROM ADJACENT ROADS. THE +OA +0.6 +0.9 +1.1 +1. +1 +1.9 +22 +2.6 +2A +1.2 +. 0.4 SPILLOVER OF LIGHTING FROM LUMINAIRES ONTO ° PUBLIC ROADS AND PROPERTY IN RESIDENTIAL ° OR RURAL AREAS ZONING DISTRICTS SHALL NOT +0.1 +0.4 +0.8 +1.1 1 1.5 +.e +2.0 +2.1 +z.1 +1.e +1.6 +0.7 3 EXCEED ONE HALF FOOTCANDLE. 02 MAX HEIGHT OF POLE MOUNTED FIXTURES, WITH BASE, SHALL NOT EXCEED 20' 0.0 0r o.z 1.1 1.6 1.7 1.6 1.4 1.1 1.7 7 1.1 U os 0.1 1 +0.0 -Too +0.1 +02 +1.8 +1. _ 1A +1.3 +0.8 +0.8 +1.0 +1.1 +.9 _t e + 7 .7 +0.5 +0.1 0.1 .tt• +01 }0+0.1 +0 +1.9 +1.8 +1.6 +1.3 +0.8 +0.5 +0.5 +0.9 +1.6 +2.5 +3.3 +3.3 o1 .1 +3.6 +1.3 +0.2 H0.1 +0 7 +0.1 +12 +12 1.2 +1.0 +0.7 +0.6 + .9 +1.7 42 6 +4 2 +3.1 +113 D + a +1.5 +0.8 +0.2 +0.0 Do +0.1 +o.o 01 .8 OS 0.8 0.7 0.9 15 23 41 4.5 49 .4 1.0 OS 0. +0.1 +0.1 49.5 4a +0.7 +12 +2.0 +3.9 +4.3 +4. 0.6 +0.6 +0.5 +0. 01 } . +0.1 3 +0.1 +0.3 + .4 a.7 +1.3 +22 +3.1 } OF 0.8 +1.1 +t) + . 0.0 + +0.2 . +0.2 +0.2 0.3 0.5 +0.9 +1.7 2.6 +2 4�\vt +1.8 +1.1 + +0.0 +02 2.3 . 3.5 0 +D.7 +0.3 + +0.8 +1.3 +1.9 +2.5 +3 +0.9 + +0.2 70 Q +0.0 +0.2 +D.4 0.6 +1.0 +1.6 +2.4 2.7 DV 2.6 41 3 +0.5 4P O +0.3 +0.5 0.8 + A +2.0 +2.7 +2.7 +2.a +1.4 +0.8 +0.3 _ +0.1 49.3 +0.6 1.0 +1.4 +2 2 +2.8 +2.8 .0 +0.5 +0.3 +0.2 +0.7 +0.4 Ar +0.1 +0.4 +0. +1.1 +1.6 +2.1 +2.7 +2.5 +2.6 +0.1 +0.1 +0.2 +0.2 +0.2 + +0.1 0.1 *Oi119 +0. +1.1 +1.5 + +z.4 +2.1 O • +O.t /C7 + +o +oA +o.3 + Q +9.4 +0.5 + . +1� + 3 2 +1.6 +I.8 +1.3 .2 2 O 0.1 .1 +0.3 0.5 +0.6 +0.6 +aS 0.3 + 2 +o.t 0.1 Q +0.4 a /✓/n +0.0 04 O8 10 11 0. -9. z yI 0 07 7LY 11 09 04 03 00 040.0 0.3 1.3 }0' +0.3 + +0.8 +0.8 +0.8 +0. +0.1 +0. + +1.2 +1.7 +"1.8 + . +0.7 +0.0 .0 +0.2 +0.3 +0.4 +0.3 2 ++91 3� 1.+0.1 +00 .0 +0. +0.2 0 G }p W.2 +0.2 +0.1 +0.2 + . + .7 +1. +1.8 +2.l + +2.6 +2 +0.4 +0.1 +a0 .0 +0.1 +O.t +O.t +0.2 +0.4 +0.7 +1.3 +1.7 +2.a 3.2 +1.0 +0.3 +0.1 A +0.1 QHS �P y +0.1 +0.2 +0.4 +0 7 +1.1 +1.5 +7.7 1.2 +0.5 +0.2 11 20 01 J� 0 +0.1 +0.1 +OA + & + S +1.0 +1.4 +0.7 +0.4 +0.3 + .1 ^O +0.2 0.4 +0.6 +0.7 +0.1 +0.2 +0.1 +0.1 +0.1 .1 +0.1 +0.1 +0.3 +0.3 0.1 +0.1 +0.1 +0.1 .0 to +0.1 +0.1 + .0 _E D +0.1 +0.0 ®� +OA +0.0 f9.0 +0.0 +0.0 .0 SITE PHOTOMETRIC PLAN +D.D D O SCALE: 1:20 +0 0.0 + +0.0 +0.0 .0 +10 NO. REVISION DATE . ARCHITECTURAL RESOURCE TEAM 4�0�~O �O STARE P CONSULTANT . Dialectic ENGINEERING Dialectic, Inc. T 816-997-9601 310 W 20th Street, Suite 200 F 816-997-9602 Kaneae City, MO 64108 DialecticEng.com Virginia Certificate of Authorization Number 407-003805 Copyright 2021 1 CITY COMMENTS 08/24/2021 2 SITE UPDATE 10/20/2021 3 CITY COMMENTS 01/17/2022 110 KAD LED LED Area Lumini Spedficatlons r -- EPA: 12 ft' Length: T tAedlh: IH HNyht 7.118, 1 6 11os �E 3albs. L ImWR i7A41. rGr,•:.a KAD LED 40C 100040K 1208 Hs �111 frQ11S 4EM+ Capable LuMinaire This item is an A+ capable lumimure, which has been designed and tested to provide consistent color appearance and system-leve Irrteroperability. • All configurations of this Luminaire meet the Acuity Brands• specification for chromatic consistency • This luminaires A+ Certified when widened with DTL- controls marked by z loollooloollo DTL DLL equipped luminaires meet the Aa _ -s[:erific.,unn in, harrumun, to nhotnrnnunl providing outof-the-box control compatibility with simple commissioning, when ordered with _ driven and control options marked by aft. - To aam more about A+, will wtieN�h'bran> dsym/anl . 1. See ordering time for details. 2. A+ Certified Solutions far ROAM require the order of one ROAM node per luminaire. Sold Separately: Link Roam'. 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C-LDD-120-GZI Multiple Layers of Light M Ak ra Feature Set • Bounding Ray -optical design 2.S SEEM; 85 CRI typical, 90. CRl oolioml Urnhad optics.hanicallyaBach the light Fixtures am Ant location, coAved ceiling engine to the LoAer refWtu for complete ai Available min 10%dimming, l%chroni or cal alignment dim to do* • 45° cuto8 to scarce and source Image Batwing distribution with feathered edges • Fully serviceable and upgadeable lensal LED provides esen it lumlrl$ial on hommontal and light engine Aert sudarNs 70%lumen maintemnce al 60,000 hours ENERGY STAR - Carl preAet Distribution O. A W A wYAn 12SUH � 51sw 0 97 0 S9 YI Ias A Superior Performance 111. I50-amOwms M. 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CATALOG NUMBER LAMP BALLAST VOLTAGE WATTS MOUNTING LUMEN OUTPUT NOTES SURFACE LED WALL PACK - FORWARD DSXWI LED IOC 1000 30K TFTM 39W LED OF LITHONIA INCLUDED 120 39 MOUNTED 3,673 THROW 120 DDBXD 3000K ON WALL SURFACE LED WALL PACK - WIDE DSXW7 LED 10C 1000 30K l2M 120 39W LED DW LITHONIA INCLUDED 120 39 MOUNTED 3,512 DISTRIBUTION DDBXD 3000K ON WALL 14.7W LED E2 LED DOWNLIGHT GOTHAM EV06-30/07-PR-MWD-LSS-120-GZ1 INCLUDED 120 15 RECESSED 750 3000K POLE KAD LED 30C 1000 30K R4 208 HS 1D8W LED QHS LED POLE LIGHT LITHONIA INCLUDED 208 108 MOUNTED 8,392 DDBm 3000K @ 20'-0" 1 1 1 DISCLAIMER: THIS DRAWING IS AN INSTRUMENT OF SERVICE AND THE PROPERTY OF DISCOUNT TIRE COMPANY AND SHALL REMAIN THEIR PROPERTY. THE USE OF THIS DRAWING SHAIl BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH IT WAS PREPARED. PUBLICATION THEREOF IS EXPRESSLY UMITED TO SUCH. 1636 SEMINOLE TRAIL ALBEMARLE COUNTY CHAR LOTTESVILLE, VA 22901 STORE NUMBER: VAC 12457 PROJECT MANAGER: PREPARED BY: PH: (816) 997-9601 FAX:(816) 997-9602 DRAWN BY: RMC a>tl Ilep,reni. NORTH TRUE THIS SHEET IS PART OF THE CONSTRUCTION DOCUMENTS, OTHER SHEETS INCLUDING SPECIFICATIONS APPLY. THAT SHOWN HEREON IS SCHEMATIC IN NATURE AND NOT TO BE USED AS A SHOP DRAWING; THEREFORE, INCLUDE ALL MODIFICATIONS REQUIRED TO CONFORM TO SITE CONDITIONS AND THE EQUIPMENT AND MATERIAL USED. VERIFY LOCATIONS AND DIMENSIONS OF ALL ARCHITECTURAL AND STRUCTURAL ELEMENTS AS SHOWN ON THEIR RESPECTIVE DOCUMENTS, THESE ELEMENTS ARE SHOWN FOR REFERENCE AND SHALL BE VERIFIED PRIOR TO CONSTRUCTION AND THE ENGINEER ASSUMES NO LIABILITY FOR THE ACCURACY OF THESE ELEMENTS. NO DESIGN RESPONSIBILITY IS ASSUMED FOR ANY PORTION OF THE WORK THAT THE PROFESSIONAL ENGINEER HAS NOT SIGNED AND SEALED PER STATE/PROVINCE REQUIREMENTS. SHEET TITLE: SITE PHOTOMETRIC PLAN DATE: MAY 2021 SHEET NUMBER: C-711 BURNISHED CMU 26'-0" T.O. PARAPET <M CONCRETE CAP- +5 B.O. GONG CAP �I BURNISHED — CMU WALL MTD. — LIGHT FIXTURE o -a' FIN. FLR. OP WINGWALL TO HIDE SWITCHGEAR FROM STREET VIEW ELECTRICAL SWITCHGEAR CABINET sO'-all ROOF—MOUNTED MECHANICAL EQUIPMENT WEST ELEVATION 1 `�Y INTERNALLY ILLUMINATED SIGNAGE 26'-0" T.O. PARAPET V ALUMINUM COMPOSITE 11 — PANELS (BEYOND) ROOF —MOUNTED C MECHANICAL EQUIPMENT BURNISHED CMU 26'-0" T.O. PARAPET M CONCRETE CAP 18 —0_- 8.0. CONC. CAP WALL MTD. LIGHT FIXTURE J BURNISHED CMU — COILING DOOR: FACTORY PRE —FINISHED POWDER COAT RAL 7037 "DUSTY GREY" 0--0 -. _ FIN. 'FLR. S REV: 0 DATE: 01 /10/2022 JOB # VAC 12457 DRAWN BY: CL is I S C01o1 TIRE t3 SCALE: 1/8" = 1'-0" METAL CAP < 2'-0, 4".V-10 ALUMINUM COMPOSITE <D PANELS (BEYOND) ALUMINUM COMPOSITE CANOPY O (BEYOND) HT. BOLLARD K> HOLLOW METAL DOOR V 22'-0" OWINGWALL TO HIDE __ SWITCHGEAR�CABINE7O —HOLLOW METAL DOOR f SWITCHGEAR FROM STREET VIEW +5 128'-0" OD ALUMINUM COMPOSITE PANELS 28'-0" T.O. PARAPET ROOF —MOUNTED MECHANICAL EQUIPMENT QC ALUMINUM COMPOSITE CANOPY INTERNALLY < ILLUMINATED SIGNAGE TIRE METAL CAP CORRUGATED F METAL SIDING +5 T I.V. r]. V11L11\VI\1 I - ^ ALUMINUM / COMPOSITE / PANELS , D —0 FIN. FLR. BUTT JOINT GLASS CURTAIN WALLS G ALL SIDES OF WINDOW WALLS STANDARD GLASS WINDOWS ALUMINUM COMPOSITE PANELS EAST ELEVATION SCALE: 1/8" = V-0" BURNISHED CMU< 22'-0" PLANT TRELLIS —10 NORTH ELEVATION SCALE: 1/8" = V-0" 128'-0" BURNISHED QH METAL CAP O < ROOF —MOUNTED CMU �A INTERNALLY ILLUMINATED 7ECHANICAL SIGNAGE EQUIPMENT n h I- TIRE; 3'-0" HT.BOLLARD � < CLADDED STEEL BEAMS OVERHEAD SECTIONAL DOOR L—NOTE: AT PILASTERS, THE SIDES OF THE FACTORY PRE —FINISHED BLOCK THAT FACE THE STOREFRONT AND BRASS DOWNSPOUT NOZZLE POWDER COAT RAIL 7037 DOOR OPENINGS ARE SMOOTH. PAINT EXPOSED REFER TO 23/A3.5 "DUSTY GREY" PRECISION CMU SURFACE TO MATCH CMU SOUTH ELEVATION SCALE: 1/R" — 1'-0" 110 THIS PLAN IS PROPERTY OF ARCHITECTURAL RESOURCE TEAM, INC. THIS DRAWING IS LOANED WITHOUT OTHER CONSIDERATION THAN THE AGREEMENT AND CONDITION THAT IT IS NOT REPRODUCED, COPIED, OR OTHERWISE DISPOSED OF, DIRECTLY OR INDIRECTLY, AND IS NOT TO BE USED IN WHOLE OR IN PART TO ASSIST IN MAKING OR TO FURNISH ANY INFORMATION FOR MAKING OF DRAWINGS, PRINTS.. APPARATUS OR PARTS THEREOF THE ACCEPTANCE OF THIS DRAWING WILL BE CONSTRUED AS AN ACCEPTANCE OF THE FOREGOING CONDITIONS. METAL CAP �N 26' — 0" T.O. PARAPET BURNISHED CMU 12'—O" T.O. STOREFRONT FIN. FLR. '- ALUMINUM COMPOSITE <C> WINGWALL TO HIDE CANOPY v SWITCHGEAR FROM STREET VIEW METAL CAP \ 22'-0" 3'-10".3'-4" 6' 0" 26'—O" dk 7.0. PARAPET CONC. CAP 18'-0", B.O. CONG. CAP I BURNISHED CMU OI "Lr WALL MTD. LIGHT FIXTURE HOLLOW METAL Q DOOR 1 FIRE ALARM HORN —STROBE Yx � FIN. FLR. 1 CORRUGATED OF 28'—O" METAL SIDING T.D. PARAPET g O 26'-0" T.D. PARAPET ( ALUMINUM COMPOSITE PANELS BO 14-V T.O. STOREFRONT L — ALUMINUM COMPOSITE O CANOPY 0'—O" FIN. FLR. BUTT JOINT GLASS CURTAIN WALLS STANDARD GLASS WINDOWS CONCEPTUAL ELEVATIONS 1636 SEMINOLE TRAIL CHARLOTTESVILLE, VA 22901 FINISH LEGEND A3-0IMENSIONAL ILLUMINATED SIGNAGE ALUMINUM COMPOSITE PANELS: ALUCOBOND "MATTE BONE WHITE" ALUMINUM CLADDED CANOPY: ALUCOBOND "MATTE BRUSHED STAINLESS" ALUMINUM COMPOSITE PANELS: ALUCOBOND "MATTE BONE WHITE" 8" METAL CAP BY ATAS INTERNATIONAL INC. COATED: "BOYSENBERRY" CORRUGATED METAL PANEL BY ATAS INTERNATIONAL INC. COATED: "BOYSENBERRY" STOREFRONT CLEAR CURTAIN WALL BY C.R. LAURENCE "3250 SERIES" STANDARD GLASS WINDOWS. NOTE: VISIBLE LIGHT TRANSMITTANCE (VLT) SHALL NOT DROP BELOW 407. VISIBLE LIGHT REFLECTANCE (VLR) SHALL NOT EXCEED 307. INTEGRAL COLOR BURNISHED CMU BY GRAND BLANC ARCHITECTURAL MASONRY "S.E.D. BLEND" — MASONRY BLOCK SIZE: 8"X8"X16" l�INTEGRAL COLOR BURNISHED CMU BY GRAND BLANC ARCHITECTURAL MASONRY "GARNET" MASONRY BLOCK SIZE: 8"X8"X16" CLADDED STEEL BEAMS: COLOR TO MATCH GRAND BLANC ARCHITECTURAL MASONRY GARNET' STEEL BOLLARDS: COLOR TO MATCH GRAND BLANC ARCHITECTURAL MASONRY "GARNET" L> HOLLOW METAL DOORS: PAINTED TO MATCH GRAND BLANC ARCHITECTURAL MASONRY "GARNET" CONCRETE CAP: COLOR TO MATCH GRAND BLANC ARCHITECTURAL MASONRY "GARNET" METAL CAP: COLOR TO MATCH GRAND BLANC ARCHITECTURAL MASONRY "GARNET" 3> ELECTRICAL SWITCHGEAR CABINET: COLOR TO MATCH GRAND BLANC ARCHITECTURAL MASONRY "S.E.D. BLEND" BURNISHED CMU WINGWALL TO HIDE THE SWITCHGEAR: COLOR TO MATCH GRAND BLANC ARCHITECTURAL MASONRY "S.E.D. BLEND" STANDARD MECHANICAL EQUIPMENT NOTE: VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE ELIMINATED. REAR ELEVATION INSIDE OF GATE FRAME. PAINT TO MATCH RAIL 7038/MATTE TIGER DRYLAC BLOCK CAP COLOR TO MATCH SPLIT FACE CMU 8" SPLIT FACE CMU WALL — INTEGRAL COLOR; TOa MATCH BLDG 1 1 /2" x 1 1 /2" x 3/16" STEEL TUBE GATE FRAME. FULLY WELD — PAINT. 6" x 6" x 6' TALL STEEL PIPE. FILL SOLID WITH CONCRETE. WELD HINGES TO FACE OF PIPE. 8" SPLIT FACE CMU WALL — INTEGRAL COLOR TO MATCH BLDG BOLT WITH SLEEVES IN CONC. SLAB — OPEN AND CLOSED POSITIONS, 6" CONC. SLAB WITH # 3'S 0 18" O.C. EACH WAY OVER AGG. BASE. SEE SITE PLAN FOR CONFIGURATION I" DIA. SLEEVES FOR CANE BOLTS (TYP. OF 8) PAINTED V-0" HIGH GATES, STEEL DECK FASTENED TO INSIDE OF METAL FRAME. - 6" DIA. PAINTED BOLLARDS 0 0 0 0 26'_0" 8" CMU WALL TO MATCH BUILDING MATERIALS AND PLAN COLORS, TRASH ENCLOSURE PLAN / ELEVATIONS ARCHITECTURAL RESOURCE TEAM 1055 e. indion school rd. phoenix, az 85014 602-307-5399 1 v www.art.team.com SCALE: 3/15" = 1'-0" Sheet No. C-712 496 q. (�'\� ,r , - r 11 ° ` ' "10•stt- __ ' A9 "- �` u-\ \ 1, *5 1 - - 4�0 iz 00 1a o 13 OQ 9 _ 3.50 1 � r / 1 I ASP 1 \ r I I \ r 1 , 510 500 490 N z Z 3 w w z Z N w W 3 a N z z 3 9 U - _=1I� �II--------1{-I \ `` 1` \ , 1 , , 1 1 , r 1 1 r r 1 r 1 r 1 r , , I I 1 r 1 r 1 r 1 1 r r 1 I I I I 50 25 12.5 0 50 111= 50' 0 �g1GFY1 91 LINE PROP. �, ------- -- / PROP. GRADE / EX. GRADE i 10a00 10i50 11a00 11+50 12+00 12+50 13+00 13,50 14+00 14+60 15.00 STOPPING SIGHTD/STANCE SCALE: 'P= 50' HORIZONTAL V= V VERTICAL 510 500 490 W mi mc O Im z EE w w w rn z FW w zzwD- O Z LL1 W rn j W zrCDt=ohm Fax wz E>wz0UJW0 zU)2wzp: °zaaa~o QJ Of O U) w z z aQ > o J U w H U) REVISIONS REV I DATE I COMMENT 1 110129/20211 PER ISP COMMENTS I ' 2 I01/21/2022I PER COUNTY COMMENTS BSC RTY 3 04/08/2022 PER COUNTY COMMENTS BSC RTY 15 Know what's below. Call before you dig. ALWAYS CALL 811 It's fast. It's free. It's the law. NOT APPROVED FOR CONSTRUCTION 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.: V211201 DRAWN BY: DSH CHECKED BY: RTY DATE: 10/29/2021 CAD I.D.: PEGS-2 PROJECT: SITE PLAN DOCUMENTS FOR u1scouNt PROPOSED LOCATION 1636 SEMINOLE TRAIL ALBERMARLE COUNTY CHARLOTTESVILLE, VIRGINIA 22901 BOHLER // 2150 ASHLAND RD. SUITE 200 RICHMOND, VIRGINIA 23146 Phone: (804)893-8200 VA@BohlerEng.com TH Lic. No. 0402056625 04/08/2022 SHEET TITLE: SIGHT DISTANCE PROFILE SHEET NUMBER: C-801 REVISION 3 - 04/08/2022 z ON 2w OM 00 mW Q� F� o�N 5 O J 0 in 12" VAN ACCESSIBLE e A ° D p p ' n A d. C V-6„ REFLECTIVE ALUMINUM LEGEND AND BORDER - GREEN WHITE SYMBOL ON BLUE BACKGROUND BACKGROUND - WHITE TYPICAL AT ALL ADA SPACES THIS SIGN TYPICAL AT ALL "VAN ACCESSIBLE" PARKING SPACES PENALTY SIGN WITH WORDING AS REQUIRED BY STATE OR LOCAL LAW ASPHALT SURFACE COURSE (SM-9.5A) 0.0" COMPACTED STONE BASE (VDOT 21A/B) COMPACTED SUBGRADE (PER GEOTECHNICAL REPORT) NOTE: 1. SECTION SHOWN IS BASED ON AN ANTICIPATED CBR OF 5 PER GEOTECHNICAL "U" CHANNEL POST REPORT PREPARED BY ECS MID -ATLANTIC, LLC, ENTITLED DISCOUNT TIRE CHARLOTTESVILLE, DATED 05/25/21 (PROJECT #28:2549). FINAL DESIGN TO BE PROVIDED ONCE FINAL CBR'S ARE AVAILABLE ON COMPACTED SUB -BASE. 4" DIA. SCH. 40 GALVANIZED STEEL PIPE BOLLARD PAINTED OSHA YELLOW FILLED WITH CONCRETE PAINT CONCRETE BLACK AFTER CURING AT ASPHALT LOCATIONS PSI CONCRETE NOTE: ONE AT EACH ADA SPACE. WHERE ADA SPACES FACE EACH OTHER WITHOUT WALKWAY, THERE SHALL BE ONE POST WITH SIGNS MOUNTED BOTH SIDES OLLARD MOUNTED ADA PARKING SIGN CONCRETE FILL TO BE ROUNDED FOR PROPER RUN OFF 4" DIAMETER STEEL PIPE FILLED' W/ CONCRETE PAINTED TRAFFIC YELLOW AND EMBEDDED IN CONCRETE BASE TOP OF ASPHALT OR CONCRETE SLAB 3000 P.S.I. NOTE: 1. SEE SITE PLAN FOR LOCATION(S). MIN. 0 v BOLLARD DETAIL NOT TO SCALE J F W N z 3 a w z N z 3 a z z 3 K 0 U LIGHT DUTY ASPHALT PAVEMENT SECTION NOT TO SCALE PAVEMENT SECTION PAVEMENT SURFACE b TACK COAT A (SEE PAVEMENT DETAIL) N (APPLIED AT A RATE OF 0.2 GALLONS/S.Y.) 3,000 P.S.I ASPHALT OR CONCRETE AS DETERMINED BY TRAFFIC SURFACE CONCRETE -TO -ASPHALT DETAIL NOT TO SCALE 2' MIN. CLEAR ZONE (TYP., LT. & RT.) VARIES 2% MAX. CROSS SLOPE COMPACTED SUBGRADE GEOTECHNICAL REF L4" CLASS A CONCRETE (3000 P.S.I. @ 28 DAYS) 4" THICK, COMPACTED STONE BASE (TYPE 2a) NOTE: 1. EXPANSION JOINTS 1/2" WIDE PREMOLDED BIT. MATERIAL SHALL BE INSTALLED AT 30' INTERVALS, CRACK CONTROL JOINTS TO BE SPACED AT INTERVALS EQUAL TO SIDEWALK WIDTH. CONCRETE SIDEWALK DETAIL NOT TO SCALE TRUNCATED DOME EDGE OF a, <a a 'SLOPE.' 4 SLQPE " a ° a' 12.1 MAX: `" d '. < 12.'1 MAX.a" .. I(7 000000.0 00000000 000000000 000000000 ae. a - a " ^ ' 00000000 .0000000 000000000 000000000 -da as NOTE: ADA ACCESSIBLE RAMP CONSTRUCTION SHALL CONFORM TO CURRENT ADA ACCESSIBLE GUIDELINES. ADA ACCESSIBLE RAMP DETAIL NOT TO SCALE CONCRETE VWVM (10 GA.) 8" COMPACTED STONE BASE (VDOT 21A/B) COMPACTED SUBGRADE (PER GEOTECHNICAL REPORT) NOTE: 1. SECTION SHOWN IS BASED ON AN ANTICIPATED CBR OF 5 PER GEOTECHNICAL REPORT PREPARED BY ECS MID -ATLANTIC, LLC, ENTITLED DISCOUNT TIRE CHARLOTTESVILLE, DATED 05/25/21 (PROJECT #28:2549). FINAL DESIGN TO BE PROVIDED ONCE FINAL CBR'S ARE AVAILABLE ON COMPACTED SUB -BASE. CONCRETE SECTION NOT TO SCALE 0 Z D_ W LU LU to Z F D_ LU Z W H 0 W Ur ZWWU) jW Zr(Ot=WD_m FWa= wz > z 0 W 0 0 to7 QQZQ zU) LIZFH 0zaaa~o Q J O U) W Z z aQ > o J af U W I- U) REVISIONS REV DATE COMMENT 1 10/29/2021 PER ISP COMMENTS 2 01/21/2022 PER COUNTY COMMENTS IRTY 3 04/OS/2022 PER COUNTY COMMENTS Know what's below. Call before you dig. ALWAYS CALL 811 It's fast. It's free. It's the law. NOT APPROVED FOR CONSTRUCTION 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.: V211201 DRAWN BY: DSH CHECKED BY: RTY DATE: 10/29/2021 CAD I.D.: CNDS-2 PROJECT SITE PLAN DOCUMENTS FULL HEIGHT CURB CURB TAPER I 1" RADIUS FOR VARIES u1scouHt PAVEMENT CURB TAPER DETAIL NOT TO SCALE PROPOSED LOCATION 1636 SEMINOLE TRAIL ALBERMARLE COUNTY CHARLOTTESVILLE, VIRGINIA 22901 BOHLER'/ 2150 ASHLAND RD. SUITE 200 RICHMOND, VIRGINIA 23146 Phone: (804) 893-8200 VA@BohlerEng.com 6 JJJJJJJ 1JJJ m JJJJJJ JJJ. JJJ 114" RADIUS 2" RADIUS OF` JJJ�S 1JJJ 18" SQUARE CONCRETE q^ JJJJJJJJJJ ENCASEMENT FINISHED GRADE JJJJJJ (3000 P.S.I CONCRETE) --- 6" REVEAL ��TH (�11 RATED CLEANOUT COVER FINISHED GRADE 2" ASPHALT OR CONCRETE 4" SEWER CLEANOUT CAP — — _ ✓°"{': •. " = III —I I (— SAND CUSHIO —IIII Ell 3000 P.S.I. CONCRETE 6" PVC ENCASEMENT PIPE TRAFFIC RATED CLEANOUT DETAIL NOT TO SCALE Q 'v NI�Trc+. 1. EXPANSION JOINTS TO BE INSTALLED AT 20' INTERVALS. 2. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. 3. CONCRETE TO BE CLASS A3 IF CAST IN PLACE OR 4000 P.S.I. IF PRECAST. Lic. No. 0402056625 04/08/2022 SHEET TITLE: CONSTRUCTION DETAILS SHEET SHEET NUMBER: C-901 HEADER CURB DETAIL NOT TO SCALE REVISION 3 - 04/08/2022 3 a w W h < z N z 3 o. N LD z 3 9 < U 2016 ROAD & BRIDGE STANDARDS 4%-R� NmN AXIS%"R W BEAM 5• BACK - UP PLATE M-HDW POST BOLT, AND MIETT/\,�J\1�,�]r71�IaIII{r�}��/�� Lr-a ICE BOLT" WE HIP PER MINE LAP N DIRECTION OF TRAFFIC DETAIL OF SPLICE JOINT SECTION THRU RAIL ELEMENT AND W BEAM BACK-UP PLATE 3• L ®� iG-n NC-2 Ys' 1 I .. P DIAL.•' "DEEP y4" mCN1EA RECESS ONNE OR Y• z I EWPTICM. SLOTTED MOLE L• P/" FOR SPICE BOLFFLLL LENGTH THREADS H BO SCEs DETAIL OF STANDARD WASHER L• 2" FOR SPLICE BOLT -FULL LENGTH THREADS OM NESTED W BEAM. L" 10" FOR STEEL POST 0DLT-1%1' MN. THREADS L- 18" FOR WOOD AND CONCRETE POST B.T-i/" MIN. THREADS L- 26" FOR ME WOOD OR CONCRETE POST-2" MIN. THREADS NOTES: DETAIL OF BUTTON HEAD BOLT AND RECESS NUT ALL H EYWAARE IS TO BE GALVANIZED IN ACCORDANCE WITH THESPECI(GUARDRAIL BOLT) THE GLMDRNL AND MEDIAN BARRIER COMPONENTS DEPICTED IN ARTEM TECHNICAL BULLETIN NUMBER 26M MAY BE SUBSTITUTED F NTECHANGEABLE WITH THE STANDARDS FOR GUMMIL Ease OR MEDIAN BARRIER (CBI AND APPROVED BY THE ENGINEER. REFERENCE STANDARD GUARDRAIL HARDWARE I ROAD MD BRIDDE sTNDIRp$ 221 505 REVISION DATE SHEET 1 M 3 VIRGINIA DEPARTMH1n OF TRANSPORTATION evil SDIA1 2016 ROAD & BRIDGE STANDARDS rXVDOT 2016 ROAD & BRIDGE STANDARDS W-row NEUTRAL ME NOTE! 3" LAP N NRECTRN OF }y TRAFFIC AT SPLICE JOINT. 25A•REO'D. g1LPBQD FOR USE INM-7. BOLT MOT " X f/" )A2"X 3" SLOTS- r r•a,:a-BE2D AMD ROLE ONLY Y. X POST BOLT R 0.TO YOOeY OpA0ST T SLOT AOT r 1DNK) I�N GGROL7. 'Ti % 2 /t' W BEAM TERMNAL CONNECTOR W BEAM END SECTION (FLARED) O THE GUNDi wE BARRIER ODHPOFnTs C DEPICTED N AR.T.B.A TECINGrL BULLETIN MIYIFA 26.9 MAY BE 51BSTITLmro IF ORDER - WITH THE STANDARDS FOR GUAFORMAL By OE Idiom R1(a) ND 30 � ' APPROVED BY THE ENOMIIR. 0 m D g SLOTrEO HOLES qi"K f/F" SPLicEy$aLr uric xt STANDARD DIMENSIONS OF 12'/2".24" AND W" ARE SUGGESTED. W BEAM END SECTION (BUFFER) W BEAM END SECTION (ROUNDED) ROAD AND s AOMDB STANDARD GUARDRAIL HARDWARE REFERENCE SIEEi 2 OF 3 REVISION DATE W-BEAM GUARDRAIL HARDWARE 2z1 501.02 VIRGINIA DEPARTMENT OF TRANSPORTATION 5p5 ACCESS MANAGEMENT EXCEPTION REQUEST: AM-E ACCESS MANAGEMENT REGULATIONS 24 VAC 30-73 SECTION 120 February 2015 Submitted by: Ms. Holly Hatcher Data: 8/2/2021 Email Address: hhatcher@bohlereng.com Phone: (804)893-8200 Address: 2150 Ashland Road, Suite 200, Richmond, VA 23146 Project Name: Discount Tire -Seminole Trail Rreg US 29 Cocalfty: Albemade County Description of Project Discount Tire Is proposing to replace the existing Wendy's resturant at 1636 Seminole Trail with a new Discount Tire store. The parcel has two right -in / right -out driveways on the US 29 southbound on ramp from Rio Road. The applicant is proposing to close the north driveway, and retain the south driveway. This AME request refers to spacing between the south driveway and the Commercial driveway that is 150 feet to the north. VDOT District: Culpeper Area Land Use Engineer: Adam Moore, P.E. NOTES: (1). Submit this form and any attachments to one of the Dlstrices Area Land Use Engineers. (2). See Section 120 of the Regulations for details on there requirements, exceptions, and exception request review process. () g q P P q (3). Attach additional information as necessary to justify the exception requect(s). (4). If a traffic engineering study is required, the decision on the request will be based on VDOT engineering judgment. (5). Use the LD-440 Design Exception or the LD-448 Design Waiver forms for design and engineering standards, e.g. radius, grade, sight distance. See IIM-LD-227 on VDOT web site for additional instructions. Select the Exception(s) Being Requested ❑ Exception to the shared commercial entrance requirement. (Access M. Regulations Section 120 C.2) Reason for exception: ❑ A. An agreement to share the entrance could not be reached with adjoining property owner. ❑ Attached: Written evidence that adjoining property owner will not share the entrance. ❑ B. Physical constraints: topography, adjacent hazardous land use, stream, wetland, other. ❑ Specify constraint: ❑ Attached: Documentation of Constraint such as aerial photo or topographic map. ❑ Exception to the vehicular connection to adjoining undeveloped property requirement (Section 120 CA) Reason for exception: ❑ A. Physical constraints: topography, adjacent hazardous land use, stream, wetland, other. ❑ specify constraint: ❑ Attached: Documentation of constraint such as aerial photo or topographic map. ❑ B. Other reason: �VDOT 1 ACCESS MANAGEMENT EXCEPTION REQUEST: AM-E ACCESS MANAGEMENT REGULATIONS 24 VAC 30-73 SECTION 120 February 2015 Submitted by: Ms. Holly Hatcher Date: 8/Z/2021 Email Address: hhatcher@bohlereng.com Phone: (804)893-8200 Address: 2150 Ashland Road, Suite 200, Richmond, VA 23146 Project Name: Discount Tire -Seminole Tail Rtem US 29 LacalRy: Alb made County Description of Project: Discount Tire is proposing to replace the existing Wendy's resturant at 1636 Seminole Trail with a new Discount Tire store. The parcel has two right -in / right -out driveways on the US 29 southbound on ramp from Rio Road. The applicant is proposing to close the north driveway, and retain the south driveway. This AME request refers to spacing between the south driveway and the Speedway driveway that is 105 feet to the south. VDOT District: Culpeper Area Land Use Engineer: Adam Moore, P.E. NOTES: (1). Submit this form and any attachments to one of the Dlsmces Area Land Use Engineers. (2). See Section 120 of the Regulations for details on the requirements, exceptions, and exception request review process. (3). Attach additional information as necessary to justify the exception request(s). (4). If a traffic engineering study is required, the decision on the request will be based on VDOT engineering judgment. (5). Use the LD-W Design Exception or the LD-448 Design Waiver forms for design and engineering standards, e.g. radius, grade, sight distance. See IIM-LD-227 on VDOT web site far additional instructions. Select the Exreption(s) Being Requested ❑ Exception to the shared Commercial entrance requirement. (Access M. Regulations Section 120 C.2) Reason for exception: ❑ A. An agreement to share the entrance Could not be reached with adjoining property owner. ❑ Attached: Written evidence that adjoining property owner will not share the entrance. ❑ B. Physical constraints: topography, adjacent hazardous land use, stream, wetland, other. ❑ Specify constraint: ❑ Attached: Documentation of constraint such as aerial photo or topographic map. ❑ Exception to the vehicular connection to adjoining undeveloped property requirement. (Section 120 CA) Reason for exception: ❑.A. Physical constraints: topography, adjacent hazardous land use, stream, wetland, other. ❑ Specify constraint: ❑ Attached: Documentation of constraint such as aerial photo or topographic map. ❑ B. Other reason: 1 2016 ROAD & BRIDGE STANDARDS 2016 ROAD & BRIDGE STANDARDS GR-2.2A II( 27Y/4' MIN - 28Y4" MAX RAIL HEIGHT 6..3" W-25" X-MY' N-f/i" 3'-0/" 3'-1/t' 3f M N. PAIN' �1J9iP' Nl. GR-2 GR-2A (a-3" POST SPACING) 13'-1'/iPp6T SPACING) MAXOYNMZC DEFLECTION - 3' MM DYNAMIC DEFLECTION - 2' NOTES: GUARDRAIL LOCATIONS SHOWN ON PLHIS ME APPROXIMATE ON.T MD CM BE G➢.RfiTEO WMNG C016LRUCTICN IF MD AS DIRECTED BY TINE ENGINEER. FOR DETAILS OF POST AND BLOCKWSE TS E SHEET ND. 501.0.5. i OPTIONAL CO- 2 A METHOD a OPTCNAL M-2A METHOD USING NESTED RAIL USING N BACK FOR DETAILS OF FEEL ELEMENT, SHEET SPLICEm.50 JOINT, AND RAIL ON BMX Q POST ASSOCIATED HARDWARE SEE SHEET NOS. Spt01 HID 501.02. z WHEN NESTED RAIL T PACING AL L B S -SHED ON BILK OF Posi BAIL ELEMENTS ARE FURNISHED SHOP CURVED FOR RMr FOR GR-2A THE POST SPICING MULL BE 6'-3". BETWEEN! 5 FEET AND 150 FEET. ML WARDRNL POSTS SHALL BE SET PLUMB. T SHALL NOT BE SET WITH A VARIATION OF MORE THAN 'd' PER EDGE FROM VERTICAL. W-BEAN. BLOCKOUTS. AND POSTS SHALE BE SET AND ALCNEO WRBOIT ALTERATION OR FORCE.AS PER SECTION 5D5 OF THE SPECIFICATIONS. AL GR-2 AND GR-2A RALi' HALL BE MNNTAED AT A HOME OF 27�'• MIN- 28 MA% M MEASURED MR STANDARD OR -INS. ALL W-BEAM RAILS SHALL BE LAPPED N THE DIRECTION BE VEHICULAR TRAVEL FOR THE FINISHED ROADWAY. THE OPTIONAL M-2A METHODS BE NESTING THE RAIL OR USE OF AN ADDITIONAL RAL ON THE BILK BE THE POST FOR STANDARD CR-2A SHALL BE APMOVED BY THE ENGINEER PRIOR TO NSTMLATKIN. FLARE RATES DESIGN SPEED INSIDE SHY LINE BEYOND SHY LINE "y LS FLNE RATE FUME RATE -MPH 70 9' 3(IN 1S1 4 60 Is SO B.5' 2kl ID1 ! 40 30 R FORGES ICU MA`{IMUM HLM2 NAIL FOR SLMI-RC10 BARRIER SYSTEMS. RAID AND BM�S MDAROS A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING Is ON FILE N THE CENTRAL OFFICE. SPEgFIGTON STANDARD BLOCKED -OUT W-BEAM GUARDRAIL REFERENCE SHEET 1 OF z REVISION DATE (STRONG POST SYSTEM) 505 501.04 08/14 VIRGNA DEPARTMENT OF TRANSPORTATION February 2015 ❑ Exception to the Commercial entrance shall not be located within the functional area of an intersection requirement. (See Regulation Section 120 C. 1: Appendix F, Rd Design Manual) ❑ Attached: Atrafic engineering study documenting that the operation of the intersection and public safety will not be adversely impacted. ❑✓ EXCEPTION TO THE SPACING STANDARDS FOR: • Commercial entrances; intersections/median crossovers (Table 2-2); • Commercial entrances/intersections near Interchange ramps (Tables 2-3, 2-4); or • Corner clearance (Figure 4-4). Appendix F, Road Design Manual Information on the Exception Request © ON A STATE HIGHWAY Functional classification: Principal Arterial:® Minor Arterial: ❑ Collector: ❑ Local: ❑ Posted speed limit: 45 mph ❑ NEAR AN INTERCHANGE RAMP (Submittal of a traffic engineering study required) ❑ CORNER CLEARANCE (Submittal of a traffic engineering study required) Type of intersection/entrance: Signalized ❑ Unsignalized © Full Access ❑ Partial Access o Required spacing distance 305 ft Proposed spacing distance 150 ft Requested exception: Reduction in required spacing 155 ft REASON FOR EXCEPTION: ✓❑ A. To be located on an older, established business Corridor along a highway where existing spacing did not meet the standards prior to 7/1/08 or 10/14/09. (Regulation Section 120 C.3.c) ❑✓ Attached: Dated aerial photo of corridor identifying proposed entrance/intersection location. ❑ B. Not enough property frontage to meet spacing standard, but the applicant does not want a partial access right-in/right-out entrance. (section 120 C.3.fl ❑ Attached: A traffic engineering study documenting that left turn movements at the entrance will not have a negative impact on highway operation or safety. ❑ C. To be located within a new urbanism mixed use type development. (Section 120 C.3.d) ❑ Attached: The design of the development and compliance with intersection sight distance. ❑ D. The proposed entrance meets the signal warrants but does not meet the signalized intersection spacing standard. The applicant requests an exception to the spacing standard. ❑ Attached: A traffic engineering study that (1) evaluates the location's suitability for a roundabout and (ii) provides documentation that the proposed signal will not impact safety and traffic Row. (Section 120 G5) 2 February 2015 Exception to the Commercial entrance shall not be located within the functional area of an intersection requirement. (See Regulation Section 120 C 1: Appendix F, Rd Design Manual) ❑ Attached: A traffic engineering study documenting that the operation of the intersection and public safety will not be adversely impacted. ❑✓ EXCEPTION TO THE SPACING STANDARDS FOR: • Commercial entrances; intersections/median crossovers (Table 2-2); • Commercial entrances/intersections near interchange ramps (Tables 2-3, 2-4); or • Corner clearance (Figure 4-4). Appendix F, Road Design Manual Information on the Exception Request ® ON A STATE HIGHWAY Functional classification: Principal Arterial:® Minor Arterial: ❑ Collector: ❑ Local:❑ Posted speed limit: 45 mph ❑ NEAR AN INTERCHANGE RAMP (Submittal of a traffic engineering study required) ❑ CORNER CLEARANCE (Submittal of a traffic engineering study required) Type of intersection/entrance: Signalized ❑ Unsignalized © Full Access ❑ Partial Access Required spacing distance 305 ft Proposed spacing distance 105 ft Requested exception: Reduction in required spacing 200 ft REASON FOR EXCEPTION: ✓❑ A. To be located on an older, established business Corridor along a highway where existing spacing did not meet the standards prior to 7/1/08 or 10/14/09. (Regulation section 120 C.3.c) ❑✓ Attached: Dated aerial photo of corridor identifying proposed entrance/intersection location. ❑ B. Not enough property frontage to meet spacing standard, but the applicant does not want a partial access right-in/right-outentrance. (Section120C.3.f) ❑Attached: Atraffic engineering study documenting that left turn movements at the entrance will not have negative impact on highway operation or safety. ❑ C. To be located within a new urbanism mixed use type development. (Section 120 C.3.d) ❑ Attached: The design of the development and compliance with intersection sight distance. D. The proposed entrance meets the signal warrants but does not meet the signalized intersection spacing standard. The applicant requests an exception to the spacing standard. ❑ Attached: A traffic engineering study that (i) evaluates the location's suitability for a roundabout and (ii) provides documentation that the proposed signal will not impact safety and traffic flow. (Section 120 C5) 2 2016 ROAD & BRIDGE STANDARDS February 2015 ❑' E. The development's 2"d (or additional) entrance does not meet the spacing standards but is necessary for the streets to be accepted into the secondary system. (Section 120 C.3.e) ❑. Attached: Information on the development that identifies the location of entrances. ❑ F. To be located within the limits of a VDOT and locality approved access management corridor plan. ❑ Attached: Aerial photo of corridor identifying proposed entrance/intersection location. (Sect 120 C.3.b) FOR VDOT USE ONL Recommendation on Exception Request: Approver✓ DenyU I Date: 8/6/21 Area Land Use Engineer or: Name Adam 1. Moore PE Remarks: The Residency recommends approval Contingent upon an approved she plan for the new entrance based on the following factors: 1. The local lanes of Route 29 at Route 631 were constructed in part to serve the businesses near the intersection. This parcel is one such site. 2. The existing topography to the north and south prevent a practicable shared entrance or even a feasible inter -parcel connection. 3. The proposed right in right out entrance does not introduce any new conflict points from the existing pair of one-way entrances. 4. The proposed use is a less intense traffic generator than the fast food restaurant previously located at this site Verbal concurrence given by Carrie Shepheard, PE on 8/3/21 Exception Request Action: Approved✓ Denied I Date: District Administrator or Designee: Michelle A Sh,oyahim Oro, nX Ja 11111A.nPm' Name (and position if Designee) Remarks: Stamped concrete (brick pattern) "walkway" area across entrances to be maintained or replaced. District Staff: Please email copy to Bmdlev.SheltonftVDOT.Wrolnia.Qov 3 February 2015 ❑I. E. The development's 2"d (or additional) entrance does not meet the spacing standards but is necessary for the streets to be accepted into the secondary system. (Section 120 C.3.e) ❑ Attached: Information on the development that identifies the location of entrances. ❑ F. To be located within the limits of a VDOT and locality approved access management corridor plan. ❑ Attached: Aerial photo of corridor identifying proposed entrance/intersection location. (Sect 120 C.3.1i) FOR VDOT USE ONL Recommendation on Exception Request: Approver✓ Darryl I I Date: 8/6/21 Area Land Use Engineer or: Name Adam). Moore, PE Remade: The Residency recommends approval contingent upon an approved site plan for the new entrance based on the following factors: 1. The local lanes of Route 29 at Route 631 were constructed in part to serve the businesses near the intersection. This parcel is one such site. 2. The existing topography to the north and south prevent a practicable shared entrance or even a feasible inter -parcel connection. 3. The proposed right in right out entrance does not introduce any new conflict points from the existing pair of one-way entrances. 4. The proposed use is a less intense traffic generator than the fast food restaurant previously located at this site. Verbal concurrence given by Carrie Shepheard, PE on 8/3/21 Exception Request Action: ApprovedU DeniedLJ Date: District Administrator or Designee: Name (and position If Designee) Remarks: Stamped concrete (brick pattern) "walkway' area across existing entrances to be maintained or replaced. District Staff: Please email copy to Bmdlev.SheltonaVDOT.Viroinia.eov 3 W-12 A 45 ODWEL5. 9" LORCF MRM5NOTI AT 12" C-C WE NOTION 2:1 MAX RI 8 41 u:t MAX RI 1I c„ A �IIRArR.511D4X11 TO20.1 T190 TRANSRION GUTTER PM SLOPE TO 20-11HRDUCH RMP LENCTx CUTTER PIN 4AXY.4 SLOPE 20:1 5'-0" MIN SHAPE TO MATCH FOLE DE ROADWAY CUB BIIX OF CURB 20:1 I�AV r� ANDVC Kan max. r MIN. SECTION A-A,N ,6„MA,, SLOPE DETECTABLE WARNING SURFACE PERMISSIBLE CHIN. CONSTRUCTION YW JOINT S SECTION B-B r'�RRs aNR OMMETE NOTES: ONE DIRECTION L FOR GENERAL NOTES ON THE DETECTABLE WARNING SURFACE. WITHOUT BUFFER STRIP SEE SHEET I OF 5. 2. THE WOUIRED LENGTH OF A PARAIEL RAMP S LIMITED TO 15 FEET, REGARDLESS OF THE SLOPE, 3. CUTTER PM SHALL BE A MAXIMUM SLOPE OF 2qt AT THE RAMP OPENING. 4. MA ON& PLACEMENT 15 NOT PERMITTED. TYPE B PARALLEL APPLICATION RO/DWAT CRUDE IN PERCENT MINIMUM RAMP LENGTH IN FEET 4" CURB 6" CUB 0 4 6 1 5 7 2 5 a 3 6 9 4 a 12 5 D 15 6 14 15 ROAD AND BRIDGESTANDARDS SHEET 3 DE 5 REVISION DATE 2073W 04/D CROSSWALK CROSS ' L nn II 11 CROSSWALK TWO DIRECTIONS SMALLER RADII WITHOUT BUFFER STRIP A COPY OF THE ORGNA SEALED AND SIGNED DRAWING IS ON FILE N THE CENTRAL OFFICE. CC-12 DETECTABLE WARNING SURFACE TYPE B (PARALLEL) APPLICATION VIRGINIA DEPARTMENT OF TRANSPORTATION 2016 ROAD & BRIDGE STANDARDS ONE DI RECTION WITH BUFFER STRIP 2016 ROAD & BRIDGE STANDARDS TACK COAT THE PROPOSED CONSTRUCTION JOINTEXISTING ASPHALT LAYERS - PROPGSEU ASPHALT LAYERS EXBTNG SUBBASE PROPOSED SUBBASE _________________ COMPACTED SIDfFAOE CONSTRUCTION JOINT DETAIL ® REMOVE EXISTING MPHAT LAYERS TO EXISTING 5(D AND REPLACE WITH PROPOSED ASPHALT WIDENING LAYERS ® PROPOSED MINIMUM I / NCH THICK ASPHALT SURFACE COURSE (SEE NOTE 5) i MINIMUM 12 INCHES, OR GREATER AS NECESSARY TO MET TIE FULL THICKNESS GF EXISTING ASPHALT LAYERS AS DETERMINED BY CORES (SEE NOTE 3) DI SPECIFICATION REFERENCE HOD 502 504 NOTES: 1. ASPHALT PAVEMENT WIDENING SBLL HAVE A PAVEMENT DESIGN IN ACCORDANCE WITH CURRENT VDOT PROCEDURES AND BE APPROVED BY THE ENGINEER. 2. THE PAVEMENT DESIGN FOR ASPHALT PAVEMENT WIDENING SHALL MEET OR EXCEED THE DEPTHS AND TYPES BE THE LAYERS OF EXeRNG PAVEMENT. SUBSURFACE DRAINAGE OF THE EXISTING AND PROPOSED PAVEMENT SHALL BE fOgE5511) NNE PAVEMENT DESIGN. 3. A MINIMUM OF THREE CORES SHALL BE TAKEN (LONG THE CENTER OF THE ADJACENT TRAVEL LANE TO DETERMINE THE TYPE AND THICKNESS OF EXISTING PAVEMENT LAYERS. THESE CORES SHALL BE SPACED NO MORE THAN 500 FEET APART. 4. THE ADJACENT TRAVEL LANE SHALL HE MILLED A MINIMUM DEPTH OF 1 1/2 INCHES MD REPLACED WITH AN ASPHALT SURFACE COURSE TO MATCH THE PROPOSED PAVEMENT WIDENING SURFACE COURSE, UNLESS WAVED BY THE ENGINEER. 5. THE ENGINEER MAY REQUIRE THE MLLING DEPTH OF THE EXISTING PAVEMENT TO FE ADJUSTED TO ACHIEVE AN ACCEPTABLE PAVEMENT CROSS -SLOPE AND EFFECTIVE SUF`XE DRAINAGE. 6. EXISTING PAVEMENT MARKINGS MD MARKERS WITHIN THE PROJECT LIMITS SHALL BE RES ORED SUBJECT TO THE APPROVAL OF THE ENGNEER. ]. FINAL TRANSVERSE PAVEMENT TIE-IN SHALL CONFORM TO THE REQUIREMENTS OF SECTION 315 BE THE SMCIFICATIONS EXCEPT THAT ALL JOINTS AT IIE-IN LOCATIONS SHALL BETESTED USING A D FOoi STRAOUTEDGE IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 315 OF THE SPECIFICATIONS. ROAD Arov ADARDS ASPHALT PAVEMENT WIDENING FOR WIDENING SUBJECT TO TRAFFIC VIRGINIA DEPARTMENT OF TRANSPORTATION SPEICATI DEFERENCEN 3B sHET 1 of 1 REVISION DATE Ws 02 2016 ROAD & BRIDGE STANDARDS ALL DETAILS IN THIS BOX ARE PROVIDED BY OTHERS AND ARE FOR INFORMATIONAL PURPOSES, ONLY. BOHLER ENGINEERING SHALL BE HELD HARMLESS IN THE EVENT OF ERRONEOUS INFORMATION CONTAINED WITHIN THESE DETAILS AND/OR STRUCTURAL FAILURE. Z EE W W 11j Go Z F W W z W50_w> LU (DUr ZW W�>W rC�t=oof Ofm z FWa= wz >Z0woo Do of Of Of¢ z Q Z (n�l(1Z0 o.FH 0Zof o Q J 0 U) W Z Z as o a Of J F U W 1- REVISIONS REV DATE COMMENT DRAWN BY MEMED BY 1 10/29/2021 PER ISP COMMENTS DSH RTY 2 01/21/2022 PER COUNTY COMMENTS BSC RTY 3 04/08/2022 PER COUNTY COMMENTS BSC RTY 15 Know what's below. Call before you dig. ALWAYS CALL 811 It's fast. It's free. It's the law. NOT APPROVED FOR CONSTRUCTION THIS DRAVWNG IS INTENDED FOR MUNICIPAL AND/OR AGENCY REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE. PROJECT No.: V211201 DRAWN BY: DSH CHECKED BY: RTY DATE: 10/29/2021 CAD I.D.: CNDS-2 PROJECT SITE PLAN DOCUMENTS FOR o1IscaUNt PROPOSED LOCATION 1636 SEMINOLE TRAIL ALBERMARLE COUNTY CHARLOTTESVILLE, VIRGINIA 22901 BOHLER " I 2150 ASHLAND RD. SUITE 200 RICHMOND, VIRGINIA 23146 Phone: (804)893-8200 VA@BohlerEng.com ALTH -WI Lic. No. 0402056625 04/08/2022 SHEET TITLE: CONSTRUCTION I DETAILS SHEET SHEET NUMBER: C-902 REVISION 3 - 04/08/2022