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HomeMy WebLinkAboutSDP202100084 Plan - Revision 2022-08-15SITE DATA INITIAL SITE PLAN NUMBER SPD202100054 FINAL SITE PLAN NUMBER SDP202100084 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 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 (1 VAN SPACE) REFERENCES AND CONTACTS REFERENCES *BOUNDARY & TOPOGRAPHIC SURVEY: BOHLER 12825 WORLDGATE DRIVE, SUITE 700 HERNDON, VA20170 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: 10/182021 ♦GEOTECHNICAL REPORT: ECS MID -ATLANTIC, LLC 4004 HUNTERSTAND COURT, SUITE 102 CHARLOTTESVILLE, VA 22911 DATED: 0525/2021 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) 977-4511 * 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 ASSOCIATED WITH THIS PROJECT WORK SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND CONFLICT WITH THE DOCUMENTS RELATIVE TC THE SPECIFICATIONS OR APPLICABLE CODES, IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD IN WRITING PRIOR TO THE START OF CONSTRUCTION. FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER $HALL CONSTITUTE ACCEPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF THE WORK AS DEFINED BY THE DRAWINGS AND IN FALL CONFORMANCE WITH LOCAL REGIIIATIfwS ANO CODES. FOR E [-- EEIOEflu LOCATION OF SITE 1636 SEMINOLE TRAIL ALBEMARLE COUNTY CHARLOTTESVILLE, VIRGINIA RIO MAGISTERIAL DISTRICT D.B. 1980 PG. 239 TMP: 06100-00-00-120JO �pe°'�°muneeY Cnn.. y // Carrsh.Rak 4oA� i% * manta 7r4 L* xn Elementary C -S smool Wo°dh—k d 5q4 ` / ± Elementary 5 bT fd Scnool �A.w rel^*V Y 1/ I ■ E £ 'A_ .s iowrnroul d ��6 c s J, k .E / n E � Ranitree ��� o c6 BeNraleY 8 cnarletresellle d�Ogo & % 1-h-1,— e NonfiF¢s a �a Squire Hill a _�e? G 9cw Pd mtP° c.f s fA a q�p r qP 7 me �a � Erro Wakefield 'F 4 (Nary*I H�II� B. DEWld: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 I m - T \ FBI o HLER// CONTACT: RYAN T YAUGER, P.E. SHEETINDEX SHEET TITLE SHEET NUMBER COVER SHEET C-101 GENERALNOTES G-102 GENERAL NOTES AND LEGEND G-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 G-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 J 0 m (D z E W W W 10 Z W LU f7 ZjZ(AU LU W H U W 0 W > W F W Q 2 W Z > Z 0 W 0 Cl) 7 2 Q Q Z Q Z(n2WZFH of 0zW< 0 Q J WD U) W Z Z d Q > aJ U W H REVISIONS REV i DATE I 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 4 08/09/2022 PER COUNTY COMMENTS CDH RTY 15 Know what's below. Call before you dig. ALWAYS CALL 811 It's fast. It's free. It's the law. APPROVED FOR CONSTRUCTION THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION NL DOCUMENT UESS 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 vsC= Ev PROPOSED LOCATION 1636 SEMINOLE TRAIL ALBERMARLE COUNTY CHARLOTTESVILLE, VIRGINIA 22901 BOHLER// 2150 ASHLAND RD. SUITE 200 RICHMOND, VIRGINIA23146 Phone: (804)893-8200 VA@BohlerEng.com TH Lic. No. 0402056625 SHEET TITLE: 08/09/2022 COVER SHEET SHEET NUMBER: C-101 N r N N : Q REVISION 4 - 08/09/2022 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 N Z U 0 N > 3 a F N J Z N w 0 3 g 0 (7 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 THAT ALL 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 BV THE PERMITTING AUTHORITIES AND HAS ALSO CONFIRMED THAT ALL NECESSARY AND REQUIRED PERMITS HAVE BEEN OBTAINED. THE CONTRACTOR MUST HAVE COPIES OF ALL PERMITS AND APPROVALS ON SITE AT ALL TIMES. 5. THE CONTRACTOR MUST ENSURE THAT ALL WORK IS PERFORMED IN ACCORDANCE WITH THESE PLANS, SPECIFICATIONSIREPORTS AND CONDITIONS OF APPROVAL AND ALL APPLICABLE REQUIREMENTS RULES REGULATIONS STATUTORY REQUIREMENTS CODES LAWS AND STANDARDS OF ALL GOVERNMENTAL ENTITIES WITH JURISDICTION OVER THIS PROJECT AND ALL PROVISIONS IN AND CONDITIONS OF THE CONSTRUCTION CONTRACT WITH THE OWNER/DEVELOPER INCLUDING ALL EXHIBITS ATTACHMENTS AND ADDENDATO SAME. 6. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION THE CONTRACTOR MUST COORDINATE THE BUILDING LAYOUT BV 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 ANV 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 ENTRVEXIT 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 ANV 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 ANV 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 ANV 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 ANV UNDERGROUND ACCESSORY EQUIPMENT DAMAGED DURING CONSTRUCTION AND MUST BEAR ALL COSTS ASSOCIATED WITH SAME. THE REPAIR OF ANV 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 ANV 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 ANV 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 WORKAND 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 ANV 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 ANV 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 ANV 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 BV ANY REGULATORY AGENCIES WITH JURISDICTION OVER THE PROJECT AND/OR PROPERTY. BOHLER PARTIES HAVE NO AUTHORITY TO EXERCISE ANV CONTROL OVER (OR ANY RESPONSIBILITY FOR) ANY CONSTRUCTION, THE CONTRACTOR OR ITS EMPLOYEES RELATING TO THEIR WORKAND ANV 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 ANV 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. ANV 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 ANV 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 ANV 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 ANV 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 ANV 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 ANV 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 ANV 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 ANV TIME, TO OR NEAR THE DEMOLITION AREA. 8. PRIOR TO THE COMMENCEMENT OF ANV 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 BV 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 ANV DEMOLITION, THE CONTRACTOR MUST: A. OBTAIN ALL REQUIRED PERMITS AND MAINTAIN THE SAME ON SITE FOR REVIEW BY THE ENGINEER AND ALL PUBLIC AGENCIES WITH JURISDICTION THROUGHOUT THE DURATION OF THE PROJECT, SITE WORK, AND DEMOLITION WORK. B. NOTIFY, AT A MINIMUM, THE MUNICIPAL ENGINEER, DESIGN ENGINEER, AND LOCAL SOIL CONSERVATION JURISDICTION, AT LEAST 72 BUSINESS HOURS PRIOR TO THE COMMENCEMENT OF WORK. C. INSTALL THE REQUIRED SOIL EROSION AND SEDIMENT CONTROL MEASURES PRIOR TO SITE DISTURBANCE, AND MAINTAIN SAID CONTROLS UNTIL SITE IS STABILIZED D. IN ACCORDANCE WITH STATE LAW, THE CONTRACTOR MUST CALL THE STATE ONE -CALL DAMAGE PROTECTION SYSTEM FOR UTILITY MARK OUT, IN ADVANCE OF ANY EXCAVATION. E. LOCATE AND PROTECT ALL UTILITIES AND SERVICES, INCLUDING BUT NOT LIMITED TO GAS, WATER, ELECTRIC, SANITARY AND STORM SEWER, TELEPHONE, CABLE, FIBER OPTIC CABLE, ETC. WITHIN AND ADJACENT TO THE LIMITS OF PROJECT ACTIVITIES. THE CONTRACTOR MUST USE AND COMPLY WITH THE REQUIREMENTS OF THE APPLICABLE UTILITY NOTIFICATION SYSTEM TO LOCATE ALL UNDERGROUND UTILITIES. F. PROTECT AND MAINTAIN IN OPERATION, ALL ACTIVE UTILITIES AND SYSTEMS THAT ARE NOT BEING REMOVED DURING ANV 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 CONDUCT AND 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.12020) 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 ALLAPPLICABLE CODES AND STANDARDS AND/OR TO PREVENT ANV, 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 BV 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 ANV 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 ANV 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 BV 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 BV 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 ANV AMENDMENTS OR REVISIONS THERETO. 6. IN THE EVENT OF A DISCREPANCY(IES) AND/OR A CONFLICTS) 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 DISCREPANCV(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.K.A. ADA) COMPONENTS AND ACCESSIBLE ROUTES MUST BE CONSTRUCTED TO MEET, AT A MINIMUM, THE MORE STRINGENT OF: (A) THE REQUIREMENTS OF THE "AMERICANS WITH DISABILITIES ACT" (ADA) CODE (42 U.S.C. § 12101 ET SEC. AND 42 U.S.C. § 4151 ET SEQ.); AND (B) ANY APPLICABLE LOCAL AND STATE GUIDELINES, AND ANV 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 ANV DIRECTION. B. PATH OF TRAVEL ALONG ACCESSIBLE ROUTE MUST PROVIDE A 36-INCHES MINIMUM WIDTH (48-INCHES PREFERRED), OR AS SPECIFIED BV 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 1/4-INCH BEVEL AT A SLOPE NOT STEEPER THAN 1:2. NO VERTICAL CHANGES OVER 114-INCH ARE PERMITTED. C. ACCESSIBLE RAMPS MUST NOT EXCEED A SLOPE OF 1:12 (8.3%) AND A RISE OF 30-INCHES. LEVEL LANDINGS MUST BE PROVIDED AT EACH END OF ACCESSIBLE RAMPS. LANDING MUST PROVIDE POSITIVE DRAINAGE AWAY FROM STRUCTURES, AND MUST NOT EXCEED 1:50 (2.0%) SLOPE IN ANY DIRECTION. RAMPS THAT CHANGE DIRECTION BETWEEN RUNS AT LANDINGS MUST HAVE A CLEAR LANDING OF A MINIMUM OF 60-INCHES BV 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 ANV 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 ANV RESPECT FROM WHAT IS SHOWN ON THE PLANS BEFORE COMMENCING ANV 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.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. 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 ANV 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 ANV 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 ANV INSTALLATIONS THAT DEVIATE, IN ANV 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 BV 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, ANV 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 VDOU. CONTACT VDOU FOR THEIR ADDITIONAL REQUIREMENTS AND PERMITS FOR DEMOLITION PROJECTS AT 540-562-3580 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($). 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 BV THE ALBEMARLE COUNTY ENGINEERING DEPARTMENT PRIOR TO A CERTIFICATE OF OCCUPANCY BEING ISSUED. ACSA GENERAL WATER & SEWER CONDITIONS (Rev. 9114121) 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA) INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER ACSA OFFICIALS AT THE START OF THE WORK. 2. THE ALBEMARLE COUNTY SERVICE AUTHORITY SHALL HAVE ACCESS TO USE THE AIRSPACE ABOVE THE LOCATIONS OF CONSTRUCTION FOR THE FLIGHT OF UNMANNED AERIAL VEHICLES FOR THE PURPOSE OF IMAGERY COLLECTION. 3. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL, ON HIS OWN INITIATIVE, LOCATE ALL UNDERGROUND LINES AND STRUCTURES, AS NECESSARY. 4. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS, AS ADOPTED BY THE ACSA. 5. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1-800-552-7001). 7. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF THREE AND A HALF (3.5) FEET OF COVER MEASURED FROM THE TOP OF PIPE, OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATER LINES, ETC. 8. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. 9. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. 10. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT. 11. THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NOLEAD REGULATION REGARDING BRASS FITTINGS EFFECTIVE JANUARY 4, 2014 (SENATE BILL 3874 WHICH AMENDS THE SAFE DRINKING WATER ACT). 12. THE SEWER LATERAL BEYOND THE CONNECTION AT THE SEWER MAIN SHALL BE PRIVATE. THE SEWER LATERAL STUB -OUT SHALL UNDERGO THE ACSA LOW-PRESSURE AIR TEST TO SATISFY COUNTY TESTING REQUIREMENTS. VISUAL INSPECTION OF THE SEWER LATERAL STUB -OUT SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. 13. THE SEWER LATERAL BEYOND THE CONNECTION AT A MANHOLE SHALL BE PRIVATE. VISUAL INSPECTION AND PRESSURE TESTING OF THE SEWER LATERAL SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. 14. THE FIRE SPRINKLER MAIN DOWNSTREAM OF THE GATE VALVE IS PRIVATE. VISUAL INSPECTION AND TESTING OF THE FIRE SPRINKLER MAIN DOWNSTREAM OF THE GATE VALVE SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. 15. ALL FLUSHING OF FIRE SPRINKLER MAINS SHALL NOT OCCUR UNTIL APPROVAL IS GIVEN BV THE ACSA 16. PRIOR TO BACKFLOW PREVENTION DEVICE TESTING AND THE ESTABLISHMENT OF WATER SERVICE, ALL BACKFLOW PREVENTION DEVICE INSTALLATIONS SHALL MEET THE ACSA BACKFLOW REQUIREMENTS AS DETAILED IN SECTION 8 OF THE MOST RECENT REVISION OF THE ACSA RULES AND REGAULTIONS. 17. A DEED OF EASEMENT AND EASEMENT PLAT FOR THE UTILITY EASEMENTS, APPROVED BV THE ACSA, SHALL BE RECORDED PRIOR TO ANY WATER AND/OR SEWER SERVICE BEING ESTABLISHED. J 0 m r, Z D_ W W W N Z W z ZjZ(nU Z W W H W -U O U D_ (7ZUJWUJ jW zrc9t=W�w F W Q 2� W Z �>ZOW(n0 Z(42aaZQ W Z F H 00<a_ of z O 0 Q U a Z J Cn LU Z O 7 0 W Z Q (n J d Qd � J F 5 W H_ M) REVISIONS REV i DATE I COMMENT =� 1 110129120211 PER ISP COMMENTS �� 2 01/21/2022 PER COUNTY BSC COMMENTS RTY 3 04/OS/2022 PER COUNTY BSC COMMENTS RTY 4 08/09/2022 PER COUNTY CDH COMMENTS RTY Know what's below, Call before you dig. ALWAYS CALL 811 It's fast. It's free. It's the law. 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 DO�QaloaQ PROPOSED LOCATION 1636 SEMINOLE TRAIL ALBERMARLE COUNTY CHARLOTTESVILLE, VIRGINIA 22901 BOHLER// 2150 ASHLAND RD. SUITE 200 RICHMOND, VIRGINIA23146 Phone: (804)893-8200 VA@Bohle�Eng.com TH Lic. No. 0402056625 08/09/2022 SHEET TITLE: GENERAL NOTES SHEET NUMBER: C-102 N O O N N N m� a t REVISION 4 - 08/09/2022 U C9 STANDARD DRAWING LEGEND ABBREVIATIONS STANDARD \ ij O Z W Z LU 0) Of Wd Z W = w > W Z m W U W Z } (9 LU Of U) J > Z U w U) O rn Z) 2 Q Q Z Q Z (nguJZFI— OU Z < CIL of Q F ~ O Z J O Q j w Z J d Of Q d Of > J ~ H g g cp a� W 8N g § o `2 how g-, <&® o o 2 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 — — PROPERTYNEIGHBOLINE/ INTERIOR PARCEL LINE — — BF BASEMENT FLOOR BK BLOCK EASEMENT LINE gL BASELINE BLDG BUILDING SETBACK BM BUILDING BENCHMARK BRL BUILDING RESTRICTION LINE OF CUBIC FEET CONCRETE CURB & GUTTER CURB AND GUTTER CL CENTERLINEa CMP CORRUGATED METAL PIPE SPILL TRANSITION CONN CONNECTION¢ DEPRESSED CURB AND GUTTER CONIC CONCRETE CPP CORRUGATED PLASTIC PIPE CY CUBIC YARDS REVISIONS UTILITY POLE WITH LIGHT DEC DECORATIVE REV DATE COMMENT cxDSHer DRAwx� POLE LIGHT DEP DEPRESSED 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 0 3 04/08/2022 PER COUNTY COMMENTS BSC ELEV ELEVATION RTY EP EDGE OF PAVEMENT 4 08/09/2022 PER COUNTY COMMENTS CDH 4 �S TYPICAL LIGHT nn 6 RTY ES EDGE OF SHOULDER ACORN LIGHT EW END WALL EX EXISTING __v_ TYPICAL SIGN FES FLARED END SECTION FF FINISHED FLOOR X PARKING COUNTS FH FIRE HYDRANT FG FINISHED GRADE ; Know whars below. Call before you dig. ALWAYS CALL 811 It's fast. It's free. It's the law. G GRADE GF GARAGE FLOOR (AT DOOR) — — —170-- — — ------------- MY CONTOUR LINE 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 518.02E GL GRADE LOWER SIDE OF WALL GIRT GRATE GV GATE VALVE HOPE HIGH DENSITY POLYETHYLENE PIPE SAN SANITARY LABEL SAN # HP HIGH POINT APPROVED FOR CONSTRUCTION X STORM LABEL %( HOR HORIZONTAL HW HEADWALL SL SANITARY SEWER LATERAL INT INTERSECTION THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY REVIEWANDAPPROVAL. IT IS NOT INTENDED ASA CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE. INV INVERT /y UNDERGROUND WATER LINE N 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 C UNDERGROUND GAS LINE C LOS LINE OF SIGHT LP LOW POINT PROJECT: SITE PLAN DOCUMENTS FOR 1 aE - gs PROPOSED LOCATION 1636 SEMINOLE TRAIL ALBERMARLE COUNTY VIRGINIA 22901 0// OVERRHEAD vH US LANDSCAPE MAX MAXIMUM T UNDERGROUND TELEPHONE LINE T MIN MINIMUM �. UNDERGROUND CABLE LINE C MH MANHOLE MJ MECHANICALJOINT — — STORM SEWER OC ON CENTER PA POINT OF ANALYSIS S SANITARY SEWER MAIN S PC POINT CURVATURE � HYDRANT PCCR POINT OF COMPOUND CURVATURE, CURB RETURN PI POINT OF INTERSECTION O SANITARY MANHOLE O POG POINT OF GRADE O STORM MANHOLE OBI I\®_ i PROP PROPOSED PT POINT OF TANGENCY Wm ® WATER WATER METER PTCR POINT TANGENCY, E CURB RETURN WV WATER VALVE • PVC POLYVINYL CHLORIDE PIPE B O H L E R I 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 RET WALL RETAINING WALL R/W RIGHT OF WAY a� HEADWALL OR ENDWALL OR S SLOPE LTH Q w F c y C1 N YA R .p Lic. No. 0402056625 O.C� 08/09/2022 O GRATE INLET O SAN SANITARY SEWER SF SQUARE FEET Q� CURB INLET STA STATION STM STORM 0 CLEAN OUT O S/W SIDEWALK TBR TO BE REMOVED O ELECTRIC MANHOLE O TBRL TO BE RELOCATED O TELEPHONE MANHOLE T TIC TOP OF CURB TELE TELEPHONE EB ELECTRIC BOX EB TPF TREE PROTECTION FENCE SHEET TITLE: GENERAL NOTES AND LEGEND TIN TOP OF WALL EP 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 3 PLUS OR MINUS BENCHMARK ® o DEGREE BORING YY DIAMETER REVISION 4 - 08/09/2022 # NUMBER NOTES: 1- THE SUBJECT PARCEL BEING THE LANDS OF MIMOSA, L.L.0 AS RECORDED IN DEED BOOK 1980 PAGE 239, AMONG THE LANDS RECORDS OF ALBEMARLE COUNTY, VIRGINIA AND HAVING A PARCEL ID 06100-00-00.120JO PER THE DEPARTMENT OF ASSESSMENTS. 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 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 LANDS N/F CLIENT IS ADVISED THAT EXCAVATION MAY BE NECESSARY. MP$ INC. 4. APPROXIMATE LOCATION OF UNDERGROUND UTILITIES ARE SHOWN PER PRIVATE UTILITY D. B- 5476 PG. 471 MARKOUT PERFORMED BY INSIGHT ON 04112/2021 AND FIELD LOCATED WITH CONVENTIONAL FIN- 06100-00-00-12000 FIELD SURVEY METHODS UNLESS OTHERWISE NOTED 5. THIS SURVEY WAS PERFORMED IN THE FIELD ON 04/13/2021 AND UTILIZING THE REFERENCE N4702541 "E / DOCUMENTS AS LISTED HEREON AND DEPICTS BUILDINGS, STRUCTURES AND OTHER / =' IMPROVEMENTS. 150.00' (M) 6, ELEVATIONS ARE BASED ON NAVD88 DATUM DETERMINED BY GPS OBSERVATIONS. N52049'04"E -- - 7. THE PROPERTY IS LOCATED IN OTHER AREAS ZONE X (AREAS DETERMINED TO BE OUTSIDE 150-00' (R) THE 0.2%ANNUAL CHANCE FLOODPLAIN) PER MAP ENTITLED -FIRM, FLOOD INSURANCE RATE MAP, ALBEMARLE COUNTY, VIRGINIA AND INCORPORATED AREAS AND THE INDEPENDENT CITY OF CHARLOTTESVILLE. PANEL 278 OF 575", MAP NUMBER 51D03CO278D. WITH A MAP EFFECTIVE DATE OF FEBRUARY 4, 2005. SOINTN 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.- c1c;. 9. THERE IS NO RECENT EVIDENCE OF EARTH MOVING WORK, BUILDING CONSTRUCTION OR BUILDING ADDITIONS OBSERVED IN THE PROCESS OF CONDUCTING THE FIELDWORK. J02' RELiAR � 10. THERE ARE NOT ANY CHANGES IN STREET RIGHT OF WAY LINES EITHER COMPLETED OR FOUND ' �� 22.Y PROPOSED, AND AVAILABLE FROM THE CONTROLLING JURISDICTION AND THERE IS NO EVIDENCE OF RECENT STREET OR SIDEWALK CONSTRUCTION OR REPAIRS OBSERVED IN THE PROCESS OF - CONDUCTING THE FIELDWORK. OR41 11. TREES 3 INCHES DBH AND LARGER SHOWN HEREON WERE FIELD LOCATED BY BOHLER ON 04/1312021. - 12. THERE ARE NO GAPIGORES OR OVERLAPS BETWEEN THE RIGHT-OF-WAY LINES OF SEMINOLE TRAIL AND THE SUBJECT PARCEL. -' 13. PARKING: IYOOD 43 STANDARD - 2 ADA ♦ eit_ 45 TOTAL SPACES 14. THERE ARE NO VISIBLE ENCROACHMENTS EXCEPT AS SHOWN ON THE SURVEY AND LISTED BELOW. ENCROACHMENT IS A LEGAL CONDITION, NOT A MATTER OF SURVEY AND, AS A RESULT, THERE MAY BE OTHER POSSIBLE ENCROACHMENTS AFFECTING THE PROPERTY THAT ARE NOT ` O SHOWN. I ! FENCELINE ALONG NORTHWEST LINE BUILDING ALONG SOUTHWEST LINE 239 SHED ALONG SOUTHWEST LINE \ \ 226` \ f'/S36 15. PROPERTY HAS ACCESS ALONG SEMINOLE TRIAL-U.S. ROUTE. 29. UP N \ I' STORY FRgG, •-� \ \\\ O'';� .512 16. BOHLER WAS NOT MADE AWARE OF ANY WETLAND DELINEATION PERFORMED ON THE SUBJECT PROPERTIES AND THERE WERE NO WETLAND FLAGS OBSERVED AT THE TIME OF THE, - FIELD SURVEY. A PHASE 1 REPORT WAS NOT PROVIDED. Jt-- \ I �p BCOG /S t1.4' DSO(/TN8£3`�.• TITLE NOTES: THIS SURVEY IS PREPARED WITH REFERENCE TO A COMMITMENT FOR TITLE INSURANCE SHED /S PREPARED BY COMMONWEALTH LAND TITLE INSURANCE COMPANY COMMITMENT NO. DC2100643, , SOUTHM WITH A CMMITMENT DATE OF MARCH 26, 2021.OUR OFFICE HAS REVIEWED THE FOLLOWING OF 9 SURVEY RELATED EXCEPTIONS IN SCHEDULE B, PART II: 6 TERMS, PROVISIONS. CONDITIONS, AND EASEMENTS CONTAINED IN EASEMENT GRANTED VIRGINIA ELECTRIC AND POWER COMPANY RECORDED IN DEED BOOK 271, PAGE 414; MAY AFFECT THE SUBJECT PROPERTY, VAGUE AND INSUFFICIENT INFORMATION IN THE RECORD DOCUMENT. A POLE LINE CROSSES THE SUBJECT PROPERTY AND IS SHOWN. 70 TERMS, PROVISIONS. CONDITIONS, AND EASEMENTS CONTAINED IN EASEMENT GRANTED VIRGINIA TELEPHONE AND TELEGRAPH COMPANY RECORDED IN DEED BOOK 278, PAGE 28; MAY AFFECT THE SUBJECT PROPERTY, VAGUE AND INSUFFICIENT INFORMATION IN THE RECORD DOCUMENT. A POLE LINE CROSSES THE SUBJECT PROPERTY AND IS SHOWN. A 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. TERMS. PROVISIONS, CONDITIONS, AND EASEMENTS CONTAINED IN EASEMENT FOR SLOPE MAINTENANCE AS SHOWN ON PLAT RECORDED IN DEED BOOK 670, PAGE 275: AFFECT THE SUBJECT PROPERTY, APPROXIMATE LOCATION OF EASEMENT IS SHOWN. 10 TERMS. PROVISIONS, CONDITIONS, AND EASEMENTS CONTAINED IN EASEMENT FOR DRAIN INLET AND PIPE TAKEN BY THE COMMONWEALTH OF VIRGINIA BY CERTIFICATE RECORDED IN DEED BOOK 1277, PAGE 279, CONFIRMED BY ORDER RECORDED IN DEED BOOK 1298. PAGE 370; MAY AFFECT THE SUBJECT PROPERTY, REFERENCED HIGHWAY PLAT BOOK XI, PAGES 350 & 351 NOT PROVIDED. PT RIGHTS ASSOCIATED WITH UTILITY POLES AND OVERHEAD UTILITY LINES AS SHOWN ON S S PLAT RECORDED IN DEED BOOK 445, PAGE 399; THIS DOCUMENT DOES NOT CONVEY RIGHTS OR G CREATE EASEMENTS. In2 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 CLERICS OFFICE OF THE CIRCUIT COURT OF ALBEMARLE COUNTY, VIRGINIA; AFFECT THE SUBJECT PROPERTY, EASEMENTS ARE SHOWN. TITLE DECRIPTION ALL THAT CERTAIN LOT OR PARCEL OF LAND, TOGETHER WITH ALL IMPROVEMENTS THEREON AND APPURTENANCES THERETO BELONGING, CONTAINING 1.32 ACRES, MORE OR LESS, SITUATED ON THE WEST SIDE OF U.S. HIGHWAY NO.29, IN THE CHARLOTTESVILLE MAGISTERIAL DISTRICT OF 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 THEREOF MADE BY WILLIAM S. ROUDABUSH, JR., DATED JUNE 17, 1968, OF RECORD IN THE CLERK'S OFFICE OF THE CIRCUIT COURT OF ALBEMARLE COUNTY, VIRGINIA, IN DEED BOOK 445, PAGE 399. UTILITIES: THE FOLLOWING COMPANIES WERE NOTIFIED BY DELMARVA MISS UTILITY SYSTEM (1-800-552-7001) AND REQUESTED TO MARK OUT UNDERGROUND FACILITIES AFFECTING AND SERVICING THIS SITE. THE UNDERGROUND UTILITY INFORMATION SHOWN HEREON IS BASED UPON THE UTILITY COMPANIES RESPONSE TO THIS REQUEST. SERIAL NUMBER(S): A008301604-OOA UTILITY COMPANY LOCATE STATUS PHONE NUMBER ALBEMARLE -WATER&SEWER MARKED (434)531-0714 RIVANNA-WATER & SEWER NO CONFLICT (434) 906-2620 CENTURY LINK MARKED (801)364-1063 COMCAST NO CONFLICT (804) 562-3861 FIBERLIGHT MARKED (240) 315-8817 MCI MARKED (800) 289,3427 OWEST GOVERNMENT MARKED (703) 387-9152 DOM ELEC MARKED (804) 385A 126 CHARLOTTESVILLE GAS MARKED IWO 921-2516 ►p0 LANDS N/F / 8 SUZZMAN, W/LLIAM EDWARD & ✓OHN A F k'r D.R. 1095 PO. 237 N m P/N.- 06100-00-00-120WO A z °00N 3,917,480 / g 4p� ep g' °R $ r \ N 3 � cam, �m a / Qm ry r o O / \ GREENFIELD LN �� a10 n MYERSDolin * w�cabn„N i . $ NEPRTH 0.%o n U O n CNN/S �aoO G ° Z o .�, e,,. r.�.,n OR °r9k y8 QSIDE'o CT �1�48 P / Z _ O O RfST O d' X O `� x ooy toe n S V� E0 O !y FRS W O ♦ 3W yE+�al°° p o�oR k 3 °R(OE? `t w ♦ APPROXIMATE LC20AM[UV Of d o W SLOPE AWNTVWf EASEMENT n,,,mo �,r� r+lll '« 09 670 PG 0175 ExEreacr tir s R - N_eY.rIJ �'� S• '"R cr`� lRv �4 rg O�LJ �0.), FREE 57A TE / � \ NO,P d,P oR LOB SYCAMORE CT O R0 Gqrfe ,�'Nv07 FL , \ rOR T9 ' < M! CN,,, HiH. sa LANDS N/F LOCATION MAP i CHARLO7TESt/LLLE ALBEMARLE COPVRIGHT2009 RENTAL PROPERTIES LLC DELORME STREET ATLAS USA 2009 D-B- 5040 PG 206 LEGEND SCALE: 1"=2000' PIN" 05100-00-00-120PO EXISTING CONTOUR '' WATER METER GAS METER X 12J.45 EXISTING SPOT ELEVATION / / G�9'<. J1��?y • X TC 12J45 EXIST. TOP OF CURB ELEVATION i SIGN MAIL BOX _ X C 12295 EXIST. GUTTER ELEVATION / ZANDS OF ��,;>s`'• • BOLLARD /- / MIMOSA Z. Z. C. �i ! X f 12J45 EXIST. EDGE OF PAVEMENT ELEVATION �♦ V6N DQ WATER VALVE X FENCE D. 9. 1980 PC, 239 AREA LIGHT 00 ` OH OVERHEAD WIRES i `� / AREA: 1.32 AC. (R) Z ,/ ,� / � C C0 CLEAN OUT•� APPROX. LOC. UNDERGROUND CABLE LINE PER UTILITY MARKOUT S7, 24O S. F. 1. ✓ 15+ ACRES (/Y/) \ ` 6 APPROX. LOC. UNDERGROUND GAS LINE PER UTILITY MARKOUT ate- PAINTED ARROWS P/ - 06100-00-00-120✓O \ /� 7I APPROX. LOC. UNDERGROUND WATER LINE PER UTILITY MARKOUT A DENOTES PARKING SPACE COUNT �--�/��Bf7YCHAfARK /1640 f APPROX. LOC. UNDERGROUND ELEC. LINE PER UTILITY MARKOUT ✓ AA4G ANL \\\♦♦ GUY WIRE SET I STORY FRAME \ / ZLIV=499. 18 ` M APPROX. LOC. SAN. LATERAL PER UTILITY MARKOUT TREE (SIZE AS NOTED) � J - -___-- (TYPJ TYPICAL • - 1 \ it PLUS OR MINUS (M) MEASURED G/c \♦ (R) RECORD / TITLE REPORT EXCEPTION CCEARANCF-_, BENCHMARK ALb4 ' �'Ct- -VON/ \ / Qo PROP. CORNER TO BE SET \ THr'U G o ® ` //�URB INLET -� UTILITY POLE \, 4IENrl APPROX/#4TE LOCAMON OF // RIM=502JJ Ep9 F\ \ EXIS)7AV 41M117Y EASEMENT // bW=495.50 ELECTRIC METER ♦ D.B.145N PG 25 ELECTRIC BOX t 20' Gi/ © SANITARY MANHOLE STORM DRAIN MANHOLE 4.9 ,--. �P lY/ ONC TAIRS / / "'may >t6'' \ f \ �♦ TRWS BENCHAFIRK ��� s�N• \ m X--CUT /N S/O NA' ._ 116.T6 I _ I STORY BR/CA' CURB INLET \\ N?� BUILDING 7YENOY'S NO ACCESS AADD\ 21' 3,J51 S--F. RIM=49395 O• �� \ S4N/TARY MANHOLE 7N5 /NC. 0NO ACCESS 6 AtM=49459 / y� .fj S4N/TARP AdONNOLE ss 330 ° 4 ��� D M 50PCE005 0-12001 �. j CURB INLET y J7' /Nv 49524 V G dr v IRON �pd / APPROX/M4Tf LOCAMON OF FOUND \ CO L/ / / / c PERAA4NENT AWN46E EASEMfN O.9 4594 PO. 25 / \ n AW XNNT USE / ' 9 45Y fASpC/. NT 14 O.B. RS94 I tT' 14 OR 4935 PC. 537 c 3 =. �• v ,`, F ,gyp+ �0 0 / Z" ♦\ .... CURB INLET . 91M=492.62 INv=4M.. y v S35047'16"W 153.15' � J ♦^ Q� W N .T917,125 t 10 � ; 4 0Qv S41010'39"W •� QP�"�G� N 3,917,125 Q 153.15' (R) / v/ O QO�Q LANDS LZ \ \ W/LCONESS ♦ LLC< UP STORM MwNVl£ D.B i682 PG. 130 FIN: 06100-00-00-126DO > WS /NV 8=04(. v/ e AIM= �� yb 48486 nr ! /NV 4=49511 OR Aq'! W CM+ tNe H [N+ •(��� -' SWrA?Y ALANHOLE NO ACCESS i 'N 1S' R/M=494.51 CURB INLET RNM=49419 INN=4B999 TRANS NOf�.. / 20 10 5 0 20 / 1"-20 FOR INFORMATIONAL PURPOSES ONLY 1 REVISED CERTIFICATION CJT 05/26/2021 No DESCRIPTION OF REVISION BY: DATE MEME 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, 3, 4, 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. �PLTH OF �f`PG1 r o ER IC NISKANEN a Lic. No. 1524-6 CQ�' ERIC K. NISKANEN oo SURV `� DATE VIRGINIA LICENSED LAND SURVEYOR N0. 1524-B �11 ALTA/NSPS LAND TITLE SURVEY DISCOUNT TIRE CHARLOTTESVILLE 1636 SEMINOLE TRAIL CHARLOTTESVILLE MAGISTERIAL DISTRICT ALBEMARLE COUNTY, VIRGINIA FILE NO. 12825 WORLDGATE DRIVE, SV H SUITE emo70 MEMEMMBOHLER// ig r DATE 04120/21 PSTAEEW YO AIEWICN, UAMNE,V YORK MENCIIVARR:n"'WHIV.LE,=MIASOUTHERN NJM LEHIGH VALLEY. PAM SOUTHEASTERN PA ■6,YTMDItE,MD ■SWD* WRN NDRNORTHERNVIRGu,w 0,VASAIN3TCN DC VICENTMVRONLVI•CHARLOTTE, W BRALEIGKNC FIELD DATE CREW CHIEF DRAWN I REVIEWED I APPROVED I SCALE I DWG. NO. 04/13/21 JK/WL CJT EKN JSF 1" = 20' C-201 0 w 0 U 0 N ti 0 0 5 6 s w N LANDS N/F / \ ; ' SULL/VAN, WED ARD & ✓OHN A F D.B.R. 1 / ' 095 PG. 237 s I � � PIN.- 06100-00-00-120W0 / \ ZONED. HC�H/GHWAY COY MERC/ALA , / \ US COMM I?C/AL / ` l 9 N I x 5/0J9 / / \ \ `LANDS N/F , I 5 D.B. '', 5476 PG 471 �6Y/SPNG TREES P/N. 061p0-00-00-12000 (MR) (nP..) W E `,ZONED. HC OIGHWAY COMMERCIAL'' , XS/L8 USE. `WAREHOUSE \ , w w , , , i r _ i /' i ' ------------- 0 y / 0 1 \ _�Y h\ ` 6` / \ VI �' 7 \ �'1 i 1 SIRIb / i' ', ,, - --�_____ 50 YA I\1' X O�' --- —- \ SZOPE MAI � E EASEMENT ------- -------- \ D.B 67d'PG 0275 / \ --- \ (TBR) /S i�T /r 1 1', h0� --- \ SOUTH OF + s/ xa` xzzte �K/SANCE£S�J / MIMOSA,5p6. ` LANDS OF / - D.B.198PG. 239 SSA------------ i IY000 /YA[�L (TBR ` — ��l ---- --- / / / AREA: 1.32 AC. (R)--------- BARN ( / ♦ / / 57,240 S.F. 1.314 ACRES M \ '�k' ri�1 S \ L� 1`\ Oh ♦_ -- —505' 4 PIN:06100-00-00-120JO ( ) 501 \� / / - ---------� LANDS N/F ' I ' EXIST/ v TREES (TBR ,h / : ' CHARLOTTESIIILL ALBEMARLE \ RE Iy -- v E ♦ n , t 1 �� J / y \ / ERT/ES LLC -- ------ si�Is X RENTAL PROP FOUND - D.B. 5040 PG. 206 \ ' r / ) / 1/ '♦ ti \ \ PIN- 06100-00-00-120PO I , 0 / i ♦ — I GRAIEL AND PAh£MENl ,� / �� h / ( � � ZONED.• HC�H/GHWAY COMMERC/ALA _ q — < REA/NAN75 (7BR) / j <sT , / \ ♦\// / /� `♦� s ' . U$ . COMMER_LYAL-------- E/�(,.�77ld TREES (SR) „- \ •yam `, ;' `\�< % 1' \ \ ,� =�� _ EXISMNG TREES (TBR) �cM , v v \ (Qp J '' VI1 / \ 0OD DECK (TBRJ S(7BR) X _Ap 9, IN r� r,---- . EX/Sn4G o TREES �R) ST0R)1FRAd1E(TBR) I \♦ i/Y �!?\,l �, l (TgRJ(rypJ t \ 509.1 BENCNWR�O BE 164� \ o \ O\ 41, ` , ur (J (�J RESET PR/ TO // > S>r RY FpE \ `----- \ \ J/ �' i /' ; ' 1 "r ` I LAND 0/SIURB4NCEJ p p P\ \ Y !� `Ir'l r' \ \ A64G NAIL SET � \ ELEY.=499. 18 lI� eta �% ��xla b EXrsnNc rRL�s (MR) ♦ ` T I / r AV V``. V A 52071J1 INIl2$'T\\ \ X_ SIR/PING \ / / s s---------- -_ I \ ` OF r' \ o I l ,u RK/NGS _ \ .` o fF 513.05 \ `, \ \ , i ' 1A �i' 'I < Y ' R \ % l c\ l \`\ \ �J \ G . \ cURB/NLET �`\11 18 /\R����\\ \ \ \R/M_495 0 iv `i ,! i ) (%�J ♦v v ( J; v uNBEhr?FXMBFIr�j�{Y l �. �` \ n / �i ; \� )� ♦ \\,;/// GAS (7BR) /6 \\\ l N \� INS ,' �� lcazar ���,,,/// " \ `, ' "\ / `\`` ``� _ PPROX/,p1AIF LOCAn01V EX. CLEAN \ ,mom F;Y(STINC U /TY EASEMENT OUT (TBR) l %♦ \ Qd,4594�d 25 /I / CONC.!{ALR ? \\�� �\ / ♦�l♦v\ 12 // TMETER (TBR) �` \ `, \ \ \F\�� �O\\ \1 q !� 0`�' sO ld7.S \\ I \FIr MS. f io / `, `,` `,` \o i A �•A �� `A\ I'j' \\ METER �R) I \� � l X4WD. G`\\ `� SGA S �mm - UNDERGROUND �f� / '!� \ (.Y� S'RCP EZEC. (TBRJ \ �r JC.S'�Rf • \\ EX/STING TREES (TBR)\\ @ \` 4W4V \ T % \ EMO NOT \ \ \ \ \ y I 1 S117RY BRICK �I ary �� ( \ ♦ Burto/Nc 7rENors' �� ° �+J �' EX CURB INLET R l h�0 Y\/ J,J51 S.F. m Tgp�f 1 �0 F O�ACCE'5ANHOLE 55 NO ACCESS' \ ns Qi ? �O�G� RIM=50005 mac^ ` RIM=49'..95 LANb N F o v` l l Inv 492.E o / CONC CURB / . o/ \\ i (Sid VEMo NOTE 4) Y\ 54N gip/+; �7& CUTTER S S C ACQU(S/T/ONg /NC. \ ` : \\\ l 20 \�� ---�� I / �%. / x-J „ ! - /7' c�� NO �eCY MANHOLE I D.B. 1429 PG. 3,�0. \ \ \\ l CONC. WALK *�� PIN.- 06100-00�00-120Q1 0 \\ / \\ 605 CUF9 MET 5 ZONED. HC (H/CHWAY COMMERC/AL) \\ - p/ \\`\\ / / \\` � laie �� / / c; RiM=4ssJ4 ', I ` USE.• SELF STORAGE �o SPA,. \ \\.( '■c® I' ♦ o\* / / /' / /' (SEE BEMO NOTE 4) ` \, EX/SANG TREES (IBR) 4\I CANOPY (79, ///// PROP S4{Y CUT IRON 1 RO po l Q / / ' FOUND5�� y \\\\ 5 /� _ 49491 ` ' i ORJ/� —505— p \\ / / xtuX \ \\' l J / �, APPROX/M4TE LOCAnON OF ` N /1 /nE/ / / �' � PERMANENT DRAINAGE EASEMENT ¢9 094594 PG. 25 ------------------ / — -------------------------------------- I I 5 a c� _ - I / _ 5p1 oh NV— — /usa / - --- -- .off \w l �URB /N 9>r / S ♦ axA� /,c,�z�� � / R/M 49 62 4WD \\� / B2 / /�c , / ---------- --A LANDS N/F _ / WILCOHE55 LLC \ - / 1--, , z DEMOLITION NOTES: a8v 1. ALTNNSPS LAND TITLE SURVEY Z W U W d ENTITLED "DISCOUNT TIRE CHARLOTTESVILLE" F of W � W PROVIDED BY: BOHLER W z j ; 12825 WORLDGATE DRIVE SUITE 700 HERNDON, VA 20170 WjLU Z W of DATE: 01/20/2021 z r Q H WOOf U g§ DATUM VCS NAD83/2011 SOUTH ZONE J W U ELEVATIONS: ARE BASED ON NAVD88 DATUM DETERMINED BY GPS > z U Q Q OBSERVATIONS U) Z) 2 Q Q z Q ¢y MIJ Z U W Z- H o 2. ADDITIONAL TOPOGRAPHICAL INFORMATION OUTSIDE OF O 0 Q d Q F of p PROPERTY BOUNDARY IS BASED ON ALBEMARLE COUNTY GIS U Z (.9 ofU U J CONTOURS. zIY U U U 7 ww a& 0 LU z U d d 3. WATER/SEWER SERVICES WILL BE REQUIRED TO BE J Q < i DISCONNECTED PRIOR TO DEMO PERMIT APPROVAL. J H 4. EXISTING STORM SEWER INVERTS AND INFORMATION H OBTAINED FROM PREVIOUSLY APPROVEDD WENDY'S PLAN BY O o HAMILL AND MCKINNEY ARCHITECTS AND ENGINEERS DATED U a NOVEMBER 14, 1983. 0 6 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 PEDESTRIANNEHICULAR TRAFFIC DURING CONSTRUCTION REVISIONS ACTIVITIES. REV DATE COMMENTNEW DRAvn 8. CONTRACTOR TO COORDINATE WITH ALBEMARLE COUNTY ON STREET LIGHT POLE RELOCATION FOR MATERIALS, SPECIFICATION, DS AND PROCESS. CONTRACTOR TO RESET NORTHEASTERN MOST 1 10/29/2021 PER ISP COMMENTS RT EXISTING STREET LIGHT POLE IF REQUIRED DUE TO SIDEWALK CONSTRUCTION IN THE VICINITY OF THE EXISTING POLE. PER COUNTY BSI 2 01/21/2022 COMMENTS RT 9. OVERHEAD UTILITY LINE IS TO REMAIN. IT IS WITHIN CLOSE 3 04/08/2022 PER COUNTY BSI RT PROXIMITY TO THE EXISTING BUILDING. CARE TO BE TAKEN DURING COMMENTS 4 08/09/2022 PER COUNTY CD CONSTRUCTION AND DEMOLITION. CONTRACTOR TO COMPLY WITH RT LOCAL, STATE, AND NATIONAL REGULATIONS FOR WORKING COMMENTS WITHIN CLOSE PROXIMITY TO OVERHEAD UTILITY LINE. DEMOLITION 1 REMOVAL LEGEND DEMOLITIONIREMOVAL NOTE TYPICAL NOTE TEXT _-------- EASEMENT LINE CONCRETE CURB& — -- — — — ----- GUTTER UTILITY POLE WITH LIGHT POLE LIGHT ■� TRAFFIC LIGHT UTILITY POLE TYPICAL (_) LIGHT 4 T ACORN LIGHT ---W TYPICAL SIGN /^\ X� PARKING L COUNTS SPOT TC5164 OR 5>64 ELEVATIONS SAN SANITARY # LABEL 0TM 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 �� (`� I SANITARY MANHOLE (\D I STORM MANHOLE yyM WATER (E METER WV WATER x VALVE ❑ GAS VALVE ® GAS METER LIMITS —LOD LOD— DISTURBANCE ALBEMARLE COUNTY MANAGED SLOPES _ D.B 3682 PG. 130 yk `,t ``_, s' % I ; vAV A-4a45ii k j -R//IL 06100-00-00-120D �P� 'TN —�� • % /, EX 7 EErLENT G,�y�Poa� LEGEND ____ZONED HC� GHWAY COMMERC/AL) c%wx� j (TBRL)j\��\ P Na ----- Fx USE. FUEL\ 5TAT/ON �\ ` J / J . /� % BOXE(TBRCJ�.\JG�� �dp /9� PROP SAWCUT `, ,, I / ��y_ - � •�y ` (�f� OM-� - 0{7 � ` `�� , R�'\` / (� % / I � � GI Nc /` `� 9 h \ LOW --LOW— LIMIT OF WORK CURB INLET ��O�� V� \ I \ `.� T/�PEO X 4YJJ0 �� R/M=49419 ( p�_���' S \ (�P LOD LOD LIMIT OF DISTURBANCE s� / c4W.H x __ ✓. j/ /N7=48B 99 `(V- V OrQ�U,10 hO \/Q \Ti?.4,NS NOo ' BOG CONC. IYACK PROR_SAH' CVT � J \ o EIr. RIFE \ \ y\ \ / ��yF�HrBRANr %" G 0 Q A ■ Know what's below. Call before you dig. ALWAYS CALL 811 It's fast. It's free. It's the law. 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 fogQa[0aQ ffiaggs PROPOSED LOCATION 1636 SEMINOLE TRAIL ALBERMARLE COUNTY CHARLOTTESVILLE, VIRGINIA 22901 BOHLERI 2150 ASHLAND RD. SUITE 200 RICHMOND, VIRGINIA23146 Phone: (804)893-8200 VA@BohlerEng.com LTH OF Z V N YA R .p Lic. No. 0402056625 08/09/2022 t1 SHEET TITLE: EXISTING CONDITIONS AND DEMOLITION PLAN SHEET NUMBER C-203 REVISION 4 - 08/09/2022 LANDS N/F AIV MPB, INC. 03. 5476 PG. 471 PlN• 06100-00-00-12000 U�f ZONED. HC (HIGHWAY COMMERC/AL) 0000"),// USE WAREHOUSE \ v 8s UP NO/f`� �(� ♦♦ SITE LIGHT ry&/ 1 a v� tia a ti0h 2y, LANDS N/F S S C ACQUISITIONS INC. OB 1429 PG 330 P/N.- 06100-00-00-120D7 ZONED: HC (HIGHWAY COMMERC/AL) USE. SELF STORACE / LANDS NSF SULL/UAN, INL EDl& ✓OHN A F / D. .9B 109PG. PG. 237 P/N 06100-00-00-12OW0 ZONED. HC rH/GHWAY COMMERCIAL) USE: COMMERCIAL N 3,917480 / i h W � PROP VDOT GR-MGS1 ` GUARDRAIL ROP. KEYSTONE RETAINING WALL WITH SAFETY RAILING \ COLOR: PALOMINO (MAX. HEIGHT: 4') TO BE DESIGNED BY OTHERS 9 Q ` ROP TRASH ENCLOSURE APPROX/AIATE LOCAJ/ON OF \ (SEE ARCH) SLOPE MAINTENANCE EASEMENT O.B. 970 PG: 0275 \ OP STRIPING FORD LOADING SPACE R0 1 1 ` 0 LANDS N/F CHARLOTTESI//LLE ALBEMARLE \ RENTAL PROPERTIES LLC D B 5040 PG 206 \ 1pR PIN. 06100-00-00-120P0 ` 30R ZONED HC (HIGHWAr COMMERC/AL) \ USE: CO1VYSMMERC/AL GM \ 4 4) \ '0. • 2y, 2.TR PROP. WALL MOUNTED SITE LIGHT (SEE ARCH)(TMP) 6 �O R6P. SITE AREA = 1.32 AC (R)1.314 (M) _ v DELIVERIES > PROP. KEYSTONE RETAINING WALL COLOR: PALOMINO \ MAX. HEIGHT: 0.9) \ TO BE DESIGNED U BY OTHERS m vp n-o ti^� .. - CURB INLET ` 495 o INI-- 50� ROP. ELECTRICAL � \ CABINET (SEE ARCH) / 7,680t SF PROP. WING WALL / p g 27 SPACES REQUIRED (SEE ARCH) \ 32 SPACES PROVIDED6 \/) INCLUDING 2 ADA .v GARAGE '��' LV577k: 1n11E5fET DOORS 08/4594 PG 25 PROP, ROOF ID SION o MOUNTED 9 f 20' ME / CHANICAL EQUIPEMENT (SEE ARCH) PROP. B( PARKIN OP.. A RAMP PROP. KEYSTONE RE AINING WALL ♦♦ p0 WITH RAILING COLOR: PALOMINO (MAX. HEIGHT: 4.8') ,9 TO BE DESIGNED BY OTHERS OOJ V/ FOUND / FO PROP. SITE AREA =1.32 AO (R)1.314 (M) i i W SIGN 101R / N J917125 EX. ID SIGN TO BE REFACED. LANDS N/F / W/LCOHESS LLC, D.B 3682 PG 130 P/N. 06100-00-00-120290 ZONED HC (H/GHWA)' COMMERC/ALA USE FUEL STAT/ON UP UP N TRANS M / 4 q gQ ROP WHEEL STOP (TYP) 7 \ 5 A 2y pQ-_ v� / FH SAW CUT PROP.2/ / CURB T / / /Q kv0T ✓01NT USE 07VIY EASEMENT 09. 4594 PG. 14 09 4935 PG 537 RQP CG-12 0.�G•� 0 w PROR RELOCATED �4 �jPy y1 STREET LIGHT ` ♦ RELOCATEDBOX S ANNOLE 51 ` �1�� y�P�P *G��Q��O CONC CURB d, CUTTER 'ARY MANHOLE EE OEMO NOTE 4) SAbV CUT N J917,125 / 20 10 20 1 "= 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) i= 103.9 FEET SIDE YARDS(NORTH AND SOUTH PROPERTY LINES) NORTH: i 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 _LOWLOWI— 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. gp 9 z 8 W S W W 0) Z F a Wd W z m0 of (D zLUWU) >W 8N Z_� �CO~LUO_ Fg w¢x Lb mijJ>ZUwc40 �o ai��a<z< aW zcn2wzFl- how Oof zof< 0 &Q0. Q Of z d Q sa a Q of =J > F o O U zx wm � s 68 o� REVISIONS REV DATE COMMENT CNECIIED BY 1 10/29/2021 PER ISP COMMENTS DISH RTY 2 01/21/2022 PER COUNTY BSC COMMENTS RTY 3 04/08/2022 PER COUNTY Sc COMMENTS RTY PER COUNTY CDH 4 08/09/2022 COMMENTS RTY Know whars below. Call before you dig. ALWAYS CALL 811 It's fast. It's free. It's the law. 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 LoP�NNEMU PROPOSED LOCATION 1636 SEMINOLE TRAIL ALBERMARLE COUNTY CHARLOTTESVILLE, VIRGINIA 22901 BOHLER// 2150 ASHLAND RD. SUITE 200 RICHMOND, VIRGINIA23146 Phone: (804)893-8200 VA@BohlerEng.com rv: ALTH njZ Lic. No. 0402056625 08/09/2022 4 SHEET TITLE: SITE PLAN SHEET NUMBER: C-301 REVISION 4 - 08/09/2022 SIDEWALK EX. R.O.W. SEMINOLE TRAIL w w J w w W 0 z W J z ¢ ¢ z o v 2% a 1 1 z O U w 0 U OFFSITE LANDSCAPING PROP. ON -SITE LANDSCAPING PARKING STALL DRIVE AISLE PARKING STALL �' j_�` ROPOSED GRADE 5°k N1AX°k MAX IEXISTING GRADE r� C ABOVE) STOP SIDEWALK FOR INFORMA TIONALISCHEMA TIC PURPOSES ONLY. THIS SHEET NOT TO BE USED FOR CONSTRUCTION. BUILDING J 0 m r, z a LU W W to z 5 Z j z WW0 z W10WOLu5WW W j zZ rc9�o�m FW2 Wz J>QO zUWcn aiS§aQZQ zcnm<QWza~FF 0zQO Q J W 0 U) W Z Z d Q J o Q 0_ J F U W I— tn REVISIONS F=528.85 =500.85 REV I DATE COMMENT 1 10/29/2021 PER ISP COMMENTS 2 01/21/2022 PER COUNTY COMMENTS 3 04/08/2022 PER COUNTY COMMENTS 4 08/09/2022 PER COUNTY COMMENTS 1 4- Ci DO DlWy 15 Know what's below. Call before you dig. ALWAYS CALL 811 It's fast. It's free. It's the law. 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 DO�Qa�aQ PROPOSED LOCATION 1636 SEMINOLE TRAIL ALBERMARLE COUNTY CHARLOTTESVILLE, VIRGINIA 22901 BOHLERI 2150 ASHLAND RD. SUITE 200 RICHMOND, VIRGINIA23146 Phone: (804)893-8200 VA@BohlerEng.com TH Lic. No. 0402056625 08/09/2022 SHEET TITLE: SITE CROSS SECTION l _ _ —-------- — - - ~O y ----- C-302 20 I 1"=20' REVISION 4 - 08/09/2022 LANDS N/F MPH, INC. 02. 5476 PG. 471 AWI PIN: 06100-00-00-72000 W E ZONED. HC (HIGHWAY COMMERCLAL) < USE' WAREHOUSE 0 W N z N D m 0 \ N + S v 8s. / LANDS NS�F SULL/UAN, W1L EDl& ✓OHN A F O.H / 09PG. PG. 237 P/N' 06100-00-00-12O( ZONED.- HC rH/GHWAY COMMERCIAL) USE: COMMERCIAL , o / LOp i2�C00 ti0h A. / ROP. KEYSTONE RETAINING \ WALL WITH SAFETY RAILING COLOR: PALOMINO (MAX. HEIGHT: 4') TO BE DESIGNED BY OTHERS IN APPROX/AM)F LOC4T/0N OF SCOPE AfA/NTENNNCE EASEMENT q D.R. 970 PG. 0275 �k .\. 1 ` \ v LANDS N/F CHARLOTTESVILLE ALBEMARLE \ �s RENTAL PROPERT/ES LLC D. H 5040 PG 206` A PIN.' 06100-00-00-120P0 IN ZONED HC (HIGHWAY COMMERC/AL) \ USE: COMMERC/AL SITE LIGHT 4 2p, tih _ PROP. WALL MOUNTED SITE LIGHT (TYP.) 1 \'� / -•-,. (SEE ARCH) 1 9 LANDS N/F S S C ACQUISITIONS INC. D H 1429 PG 330 P/N.' 06100-00-00-120D7 ZONED: HC (HIGHWAY COMMERCIAL) USE.- SELF STORACE R0 Y\ 00 B ` DELIVERIES \ ° PROP. KEYSTONE X RETAINING WALL COLOR: PALOMINO o MAX. HEIGHT: 0.9') ` TO BE DESIGNED e o> U BY OTHERS ry^� o A 7,680t SF \ g 27 SPACES REQUIRED / 32 SPACES PROVIDEDb INCLUDING 2 ADA GARAGE '��' EXSDNG Un % SE E T / DOORS 08/4594 PG 25 / t 20' SIGN TYPE "A" SIGN TYPE "C" SIGN TYPE "B" NO NO NO PARKING PARKING PARKING OR OR OR STANDING STANDING STANDING FIRE LANE Itt�► 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 VX6" 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 PI2 RE A0P. KEYSTONE ININGWALL WITH RAILING ♦ O� 6 COLOR: PALOMINO ( HEIGHT OD BE DESIGNED �e a BY OTHERS SPRY- _ IRON ROD — FOUND / / ti0 L 1 1 PROR HYDRANT LANDS N/F WIZCOHESS LLC, D.H 3682 PG 130 P/N: 06100-00-00-120290 ZONED HC (HIGHWAY COMMERC/AL) USE FUEL STAT/ON / / C 11p �p0 2y, \ 7K J� FH SAW CUT I/00T JOINT USE OW/Tr EASEMENT U9. 4594 PG. 14 06 4935 PG 537 / �A ROP. CG-12 w PRORRELOCATED ��yjPyyl� STREET LIGHT ` ♦ (��O' �( P ti� k. " c6i QQ��OIN / S4W CUT / 2D 10 20 1"=29 FIRE LANE SIGNAGE 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 OVERHEAD OBSTRUCTIONS LOWER THAN 13 FT 6 INCHES; THIS ACCESS MAY BE VIA PERMANENT OR TEMPORARY ROAD, BUT SHALL BE CAPABLE OF SUPPORTING FIRE APPARATUS IN ALL WEATHER CONDITIONS. 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. 10. DURING CONSTRUCTION, THE FOLLOWING FIRE PREVENTION STEPS ARE REQUIRED: a. 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. b. AREAS WHERE SMOKING CAN OCCUR, SHALL HAVE APPROPRIATE RECEPTACLES FOR DISCARDED SMOKING MATERIALS PER VIRGINIA STATEWIDE FIRE PREVENTION CODE. C. 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 OVERHEAD OBSTRUCTIONS LOWER THAN 13 FT. 6 INCHES; THIS ACCESS MAY BE VIA PERMANENT OR TEMPORARY ROAD, BUT SHALL BE CAPABLE OF SUPPORTING FIRE APPARATUS IN ALL WEATHER CONDITIONS. d. CONTRACTOR SHALL ENSURE THE STREET NUMBERS ARE ALWAYS PLAINLY VISIBLE FROM THE FRONTAGE STREET DURING CONSTRUCTION PER THE VIRGINIA STATEWIDE FIRE CODE. e. AN APPROVED WATER SUPPLY FOR FIREFIGHTING OPERATIONS SHALL BE IN PLACE AND AVAILABLE AS SOON AS COMBUSTIBLE MATERIALS ARRIVE ON SITE. f. 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 g. 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. IT. OPERATIONS INVOLVING THE USE OF CUTTING AND WELDING SHALL COMPLY WITH THE VIRGINIA STATEWIDE FIRE PREVENTION CODE AND SHALL REQUIRE A PERMIT FROM THE LEGEND PAINTED YELLOW CURB TO DESIGNATE FIRE LANE UNPAINTED CURB OA FIRE LANE SIGN TYPE "A" OB FIRE LANE SIGN TYPE "B" OFIRE LANE SIGN TYPE "C" LEGEND -----•--- PROPSAWCUT _LOWLOWI— LIMIT OF WORK LOD LOD LIMIT OF DISTURBANCE 3a z 8 LUa8 LU LU U) z F 0-' LU9 Wz W� -wpm Ur Z W LUU)5:LU 8N z_�(OH WO Of Fg w¢x wz _J>z()w<n0 �o U)Z)2<<z< a2 zcn2wzF1— how OZ�F&Q0OxQF 00DQ�0Z)zOzU)Q d sa aQ of _ > F o O U zx wm LU � s �a o� REVISIONS REV DATE COMMENT CNECIIED 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 4 08/09/2022 PER COUNTY CDH COMMENTS RTY Know what's beloW. Call before you dig. ALWAYS CALL 811 It's fast. It's free. It's the law. 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 �o�Qa�aQ PROPOSED LOCATION 1636 SEMINOLE TRAIL ALBERMARLE COUNTY CHARLOTTESVILLE, VIRGINIA 22901 BOHLERI 2150 ASHLAND RD. SUITE 200 RICHMOND, VIRGINIA23146 Phone: (804)893-8200 VA@BohlerEng.com '_:c.ALTH njZ Lic. No. 0402056625 08/09/2022 A SHEET TITLE: FIRELANE PLAN SHEET NUMBER: C-303 REVISION 4 - 08/09/2022 / LANDS NSF SULL/UAN, INL EDl& ✓OHN A F / O. .9B 109PG. PG. 237 P/N 06100-00-00-12OW0 ZONED.- HC (HIGHWA)l COMMERCIAL) USE: COMMERCIAL , o N 3,917,480 / N LANDS \\\\\\< , INC.vavD�W D.B LOD ���°° ' 00-0 PC. MPB47> 6 PlN• 06>00-0000-12000 ti0 W E ZONED.• HC (HIGHWAY COMMERC/A0 w w USE' WAREHOUSE �Ab , ROP. KEYSTONE RETAINING \ o Li0000"// �� , WALL WITH SAFETY RAILING \ i HE : 4') OBE D EITMESG IGHNED BY OTHERS y \ \ S Q �� ��/ ,♦ S TRASH 0 AH)ENCLOSURE APPROXIMATE LOCATION OF ( r SLOPE ALA/NTENANCE EASEMENT \ a O.R. 970 PG. 0275 \ \ '8s CHARLOTTES!°LLE ALBEMARLE ` l RENTAL PROPERT/ES LLC 09. 5040 PG 206 \ /�ba y9 PIN.' 06100-00-00-120P0 ` off ZONED- HC (HIGHWAY COMMERC/AL) °y USE: COMMERC/AL \ Oj GM \ 00 �9i �5a 4) \ P tib P N 1y �0 QP�yc QP�� \ Q PROP STRIPING FOR LOADING SPACE RbP. SITE AREA = 1.32 AC (R)1.314 (M) v DELIVERIES PROP. KEYSTONE \ RETAINING WALL .� "G° COLOR: PALOMINO \ z o MAX. HEIGHT: 0.9') \ ♦♦ o. g . . ^ — TO BE DESIGNED UBY OTHERS tie J �\ O 7,680t SIF / a p 27 SPACES REQUIRED / \ 32 SPACES PROVIDED b \/ \\° INCLUDING 2 ADA c, APPROX/MATE ZOC47701V OF / \ ♦ �� GARAGE EX/STTN UTILITY EASEMENT oy O°J DOORS 09/4594 PG 25 PR(f KEYSTONE LANDS N11 RETAINING WALL WITH RAILING S S C ACQUISITIONS INC. COLOR: PALOMINO DB 1429 PG 330 (MAX. HEIGHT: 4.8') PIN.- 06100-00-00-120D7 TO BE BOY OTHERS ZONED: HC (HIGHWAY COMMERCIAL) USE.' SELF STORAGE PROP. SITE AREA =1.32 AO (R)1.314 (M) r r � W / N J917125 / LANDS N/F / W/LCOHESS LLC, D.B 3682 PG 130 P/N: 06100-00-00-120290 ZONED HC (HIGHWAY COMMERC/AL) USE FUEL STATION F a CONC G \ / STAIRS 0� /� .\9• ��0 / / \ Oh OP e CONC CURB a / y�,y &GUTTER T Oo^ D. SAH' CUT APPROX/AL4TE LOCATLON OF PERMANENT ORN(4OE EASEMENT 09 4594 PC.. 25 41 w gi °OJ `k 1 FH JOINT USE Y EASEMENT 4594 PG. 14 4935 PC. 577 or R PC A / QOVQ� y�1 `O AVq e ee `oy N J917,125 a / W Q 2D 10 20 1"=29 WB-67 - Interstate Semi -Trailer Overall Lenggih 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 -----•--- PROPSAWCUT —LOW--LOW— LIMIT OF WORK LOD LOD LIMIT OF DISTURBANCE J 0 m r, z E W W W 10 z W f7 ZjZ(AU z W�OW> 0 Z W W ; W t=oEzm cl.g9¢x w >Z0w<40 ai��aQZQ zU) awZFH 0z¢¢¢~O z J 00 Z) W Z Z d ¢ > aJ of U W H V5 REVISIONS REV DATE COMMENT DBAwx Br CNECIIED BY 1 10/29/2021 PER ISP COMMENTS DSH RTY 2 I 01/21/2022 PER COUNTY COMMENTS BSC RTY 3 04/08/2022 PER COUNTY COMMENTS BSC RTY 4 08/09/2022 PER COUNTY COMMENTS CDH RTY f) Know what's be10W. Call before you dig. ALWAYS CALL 811 It's fast. It's free. It's the law. 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.: SITE -2 PROJECT SITE PLAN DOCUMENTS FOR MgNITOM PROPOSED LOCATION 1636 SEMINOLE TRAIL ALBERMARLE COUNTY CHARLOTTESVILLE, VIRGINIA 22901 BOHLERP 2150 ASHLAND RD. SUITE 200 RICHMOND, VIRGINIA23146 Phone: (804)893-8200 VA@BohlerEng.com Lic. No. 0402056625 6, 08/09/2022 A SHEET TITLE: TRUCK MOVEMENT PLAN SHEET NUMBER C-304 REVISION 4 - 08/09/2022 I\ I \ANDS N/F 1 MPB, INC. D.B.�'5476 PG. 471 PIN- 06100-00-00-12000 Co.- HC (, !IOHWAY COMMERCIAL) '1 I USE- WAREHOUSE 1 ; I ` I \ \ I \ 1 1 1 \ v I \ I \ I ` I ` o \ 1 \ \ \ \ \ \ \ \ \ \ 1 , \ \ \ \ \ 1 \1'1 1 1 1 1 1 \ 1 \ I1 1 1 I 1 1 1 I , I , I , 1 1 1 l 1 , 1 l , , , , I1 1 , 1 I 1 ` 1 1 I 1 1 � 1 1 1 1 ` 1 \ 1 1 1 , 1 1 1 I \ 1 1 , \ 1 1 I \ \ 1 \ 1 \ \ I\ `\ 1 I \ \ I\ I \ 1 I , 1 1 \ 1 \ 1 \ 1 1 , 1 , \ \ I \ I \ I \ ' I \\ 1 1 1 , 1 1 , \ 1 1 1 \ \ 1 ` I 1 I 1 I I I 1 I 1 I 1 1 1 1 1 1 1 S S C ACOU� D.B. 1429' PIN.- 06100-0 ED.- HC (HIGH/ USE.• SELF YVIIfINO A COLOR: PALOMALOMINO \ (MAX. HEIGHT:4y8') \ �\ryy \ TO BE DESIGNED', \ BY OTHERS 504.00 J BW 502.00 ----- a \ 7RON ROD \ FOUNO / son / 1 \I `\ PROP. SITE AREA =1.32 (R)1.314 SULLIVAN, W/LLIAM EDWARD & ✓OHN A F D.B. 1095 PG. 237 PIN.- 06100-00-00-1201410 ZONED.• HC rHIGHWAY COMMERCIAL) USE: COMMERCIAL , I / � 56a 3 � -501 ------------- �.----- 506 " / , ` APPROXIMATE 14CA770N OF --I'r 5COPE AfA/N7tN4NCE EASEMENT 0.6 67d' PG. 0275 ; 1 ----------` \ \ --' xslt/7 / -------------------------------------- 51 / -- -----D ------ - --------------------- --------------- / _ L\ D ________ �,L✓ _ _- WILCOHESS E& --- -D-P-IlG�06100-00-00- / , / ; '" / / ----ZONED HC�H(GHWAY Z6 / / / ---- USE.• FOR,55TTATI, / — D R\14 (M) \ \ \ KEYSTONE e\ \ \ VING WALL 2: PALOMINO \ \ \ HEIGHT: 0.9') \ \ \ DESIGNED 1ERS \ p R/M=50233 \1NV=49550 �`\ PPROX TE ZOC47701V OF \ \ \ RUN - _ FX(STIN UT,�L17Y EASEMENT --a /4594 01 25 T o / \ `TW 497.00 \D�7GN� I BW 496.50 f 20' SOO 400 Ln- . moo C. \ .. PION „6 I�xp•/ / /�• � �Ev ELEC BOX (76n'L,) 9=49451 INI XA2)V X-115vAV Snsw a"..-dmn ySA /TARP MANHOLE /10 R1M=4945 IRB INLET 1s=499.34 V 49000 EE DEMO NOTE 4) SAW CUT JOT ✓01NT USE _ UT7L17Y EASEMENT - DB. 4594 PG. 14 06 4995 PG 597 �S7R,ff T LA;HI ¢9B. N J917,125 1"=2V GRADING LEGEND EX/SRNGNOTE TYPICAL NOTE TEXT PROPOSED NOTE 120 — ------------- 125 ------------ CONTOUR LINE TC5>64 OR 5io4 SPOT ELEVATIONS C516.00 TC 516.00 BC 515.55 $AN SANITARY LABEL SAN # STNI0 STORM LABEL T # STORM SEWER OSTORM MANHOLE i O` TYPICAL END SECTION HEADWALL OR ENDWALL �OR O YARD INLET O Q� CURB INLET od ® MONITORING WELL BORING ® BENCHMARK TEST PIT LEGEND -----•--- PROPSAWCUT LOW LOW— LIMIT OF WORK LOD LOD LIMIT OF DISTURBANCE (9 z EE W W W U) Z W O ZDZ02 Z W H U W> U-1020-z W W W 5 W Ur zrc9l=oOfm F W Q 2 W z > z U W 0 0 aiD2<<z< z(42 W zFH 0zW<a20 z J z0 z) W z z d Q > aJ of U W I- V5 REVISIONS REV DATE COMMENT om"11r DHE MDBY 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 4 08/09/2022 PER COUNTY COMMEENTS CDH RTY ti Know what's below. Call before you dig. ALWAYS CALL 811 It's fast. It's free. It's the law. APPROVED FOR CONSTRUCTION THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION NL DOCUMENT UESS 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 D000a0 PROPOSED LOCATION 1636 SEMINOLE TRAIL ALBERMARLE COUNTY CHARLOTTESVILLE, VIRGINIA 22901 BOHLERP 2150 ASHLAND RD. SUITE 200 RICHMOND, VIRGINIA23146 Phone: (804)893-8200 VA@BohlerEng.com rv: _ ll nov., Lic. No. 0402056625 6, 08/09/2022 4 SHEET TITLE: GRADING PLAN SHEET NUMBER: C-401 REVISION 4 - 08/09/2022 z 3 w z 0 w 0 3 z z a 0 < 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 z N D 9 0 , N S \ O� ` 7RE84R /VJ LANDS N/F S S C ACOU/S/T/ONS INC. D.B. 1429 PG 330 PIN.- 06100-00-00-120D1 ZONED.- HC (H/CHWAY COMMERCIAL) USE.• SELF STORAGE DOMESTIC WATER SCHEDULE FIXTURE QTY. WSFU TOTAL CW HW WATER CLOSET (FLUSH VALVE) 3 10 30 1" - URINAL (FLUSH VALVE) 2 5 10- LAVATORY 3 2 6 Y h" MOP BASIN 1 3 3 x2" LAUNDRY TUB 1 3 3 1c YZ' WATER COOLER 2 0.25 0.50 Y20 - HOSE BIBB 1 3.0 3WSFU 3a" - TOTAL 55.50 (50 GPM MAX) 'ALL DETAILS ON THIS SHEET (OR WITHIN THIS FRAME) WERE PROVIDED BY DIALECTIC) AND AR -OR INFORMATIONAL PURPOSES, ONLY. BOHLER SHALL BE HELD HARMLESS IN THE EVENT OF =RRONEOUS INFORMATION CONTAINED WITHIN THESE DETAILS AND/OR STRUCTURAL FAILURE W GRATE INLET / �GQ q1 A 70 Q�GQ . X DIAA GRATE INLET -� 90` GRATE LANDS N/F SULL/VAN, WED ARD & ✓OHN A F D.B.R. 1 / 095 PG. 237 P/N.- 06100-00-00-120WO ZONED.• HC(H/GHWAY COMMERC/AL) US : COMMERC/AL / N 3,917480 / i ROOF DRAIN SCHEDULE Pipe Invert Elev. Length (ft) Slope ( B/D ) Dia. (in) Material Upper (ft) Lower (ft) RD-1 497.85 497.76 8.53 1.06% 6 PVC RD-2 497.76 497.32 42.20 1.04% 6 PVC RD-3 497.32 497.20 11.28 1.04% 8 PVC SANITARY SCHEDULE ROP. KEYSTONE RETAINING \ � WALL WITH SAFETY RAILING COLOR: PALOMINO (MAX. HEIGHT: 4') TO BE DESIGNED BY OTHERS APPROX/MATE LOCATION OF SLOPE MAINTENANCE EASEMENT D.R. 670 PG. 0275 � STRUCTURE STRUCTURE UPPER LOWER PIPE PIPE PERCENT NUMBER (SAN) TYPE INVERT INVERT LENGTH (FEET) SIZE/ TYPE SLOPE BLDG-1 , OWS CLEANOUT 497.85 497.73 6.00 4" PVC 2.08% OWS OWS 497.73 497.73 10.50 STRUCTURE 0.00% OWS CO3 CLEANOUT 497.73 497.48 7.35 4" PVC 3.33% BLDG-2 , CO-3 CLEANOUT 497.85 497.48 17.80 4" PVC 2.08% CO-3 , CO-2 CLEANOUT 497.48 492.38 101.00 4" PVC 5.05% CO-2 - CO-1 CLEANOUT 492.38 491.97 8.25 4" PVC 5.03% CO-1 EX CO CLEANOUT 491.97 491.59 7.41 4" PVC 5.06% o V. IIIPP° LANDS N F \ " CHARLOTTESV/LLE ALBEMARLE RENTAL PROPERTIES LLC D.B. 5040 PG. 206 PIN- 06100-00-00-120PO ` ZONED. HCOMMERC/ALA \ US 5E- : COMMERCIAL ®cM / STM 4\ A-80 � \ ROP. 90' BEND r � R6P. SITE AREA = 1.32 AC (R)1.314 (M) PROP, OIL -PROP. KEYSTONE \ WATER RETAINING WALL SEPARATOR COLOR: PALOMINO (MAX. HEIGHT: 0.9') TO BE DESIGNED ICI U ILL`V J,I BY OTHERS O C10.3 CURB INLET O RI41=50233 INv=4s550 PROP. 2" WATER G�j + SERVICE LINE ,> � oy PR( KEYSTONE \ RETAINING WALL \ WITH RAILING COLOR: PALOMINO �? (MAX. HEIGHT :4.8') TO BE DESIGNED BY OTHERS BLDG- \ +' D 8 BLDG-2 APPROX/MATE LOC4770N OF s. EX/SONG U77L/IY EASEMENT RD-3 sl�c 08/4594 PG 25ID SION SION > f 20' / STM I-3B-NLE "RCP CURB INLET r � -^ S S! STM PROP. B" 8 . . 15, CP STO / FIRE LINE B-20 OP : _. _ � / .� ,0•S4N/TARY MANHOLE NO ACCE55 C/M1 ®� STM 0/M=50005 s�. SPRI K IRON ROP-->(<� FouNo i PROP. SITE AREA =1.32 AO (R)1.314 (M) i / i i /i W N J917125 r / A,23 ROP. 1.5" R METER NI VAULT \ PROP.HYDRANT- \ o- \ PROP. TE PR IRRIGATION LANDS / N/F W/LCOHESS LLC, D.B 3682 PG 130 P/N.• 06100-00-00-120DO ZONED HC (HIGHWAY COMMERC/AL) USE FUEL STAT/ON UP NOf UP W/ 0;0" I V R� \ PROP. FDC / STM / C-20 00I ROP. 11.25° BEND O DI-313-L=6' / E, T N CURB INLET \5�, // A-. 91 /c T WATEROMAN / c � c / •7 / \\ / / /d BEND 90' 4_OH FH ;/ Op%S (1Y%v SANITAR NO A06 / �' 7„ O R/M=49 CURB INLET 'EO RIM-494. 15 •� _ /�' INV-48895 UP Y// v TRANS N0/ -PROP SAW CUT -EX F/RE HYDRANT Vo- SANITARY MANHOLE NO ACCESS R/M=49459 4, CURB INLET -s„ RIM=499.34 /NV=490 00 (SEE DEMO NOTE 4) PROP S4{Y CUT /:7`VODT 5 ✓ USE UTILITY E4EASEMENT DB. 4594 PG. 14 08 4935 PG 537 POTENTIAL CONFLICT: UNVERIFIED WATER LINE LOCATION. CONTRACTOR TO VERIFY p PRIOR TO INSTALLATION OF STRUCTURE. MAY REQUIRE VERTICAL RELOCATION OF O EXISTING LINE. U �/V r513 0 S ANHOLE `�a0�1Q,p�0�\� lo�� 51 �,`� � W N J917125 / / UTILITY LEGEND EXISTING NOTE TYPICAL NOTE TEXT PROPOSED NOTE S/11✓ SANITARY SAN LABEL # STM STORM ItLABEL SL SANITARY SEWER cL LATERAL /y UNDERGROUND W WATER LINE E UNDERGROUND E ELECTRIC LINE G. UNDERGROUND 0 GAS LINE �H OVERHEAD OH WIRE T UNDERGROUND T TELEPHONE LINE C UNDERGROUND 0 CABLE LINE - - - - - - - - - - STORM SEWER S SANITARY S SEWER MAIN HYDRANT 100 O SANITARY O MANHOLE 0 STORM 1 O ` I`® MANHOLE ® M WATER 1 METER WV x WATER • VALVE El GAS VALVE ® GAS METER TYPICAL END SECTION O$ HEADWALL OR llI ENDWALL O YARD O INLET CURB INLET 0 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. 5. POTENTIAL CONFLICT WITH WATER LINE AT STRUCTURE A-10. CONTRACTOR TO VERIFY LOCATION OF WATER LINE BY TEST PIT PRIOR TO INSTALLATION OF STRUCTURE. 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. 20 10 20 1"=2V LEGEND -----•--- PROP SAVVCUT _LOWLOWI- LIMIT OF WORK LOD LOD LIMIT OF DISTURBANCE m W J 2 O m z z O_ W W W 0) Z Of W C7 z5z(AU z W 1--W > (DzWwU)jw zr0~ WOO_U) F W< 2 W z _J>z0W<40 2 Q Q z Q zc42 W zFF 0zQQa~O Q J 0 0 W z O > o z < J Of U W H REVISIONS REV DATE COMMENT DBAwx ar CHE IIEDBY 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 ITY 4 08/09/2022 PER COUNTY COMMENTS CDH I RTY Know what's below. Call before you dig. ALWAYS CALL 811 It's fast. It's free. It's the law. 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 DO�Qa�aQ PROPOSED LOCATION 1636 SEMINOLE TRAIL ALBERMARLE COUNTY CHARLOTTESVILLE, VIRGINIA 22901 BOHLERP 2150 ASHLAND RD. SUITE 200 RICHMOND, VIRGINIA23146 Phone: (804)893-8200 VA@BohlerEng.com '_:cALTH njvZ Lic. No. 0402056625 08/09/2022 SHEET TITLE: UTILITY PLAN SHEET NUMBER: C-501 REVISION 4 - 08/09/2022 510 500 490 T P OR GRADE r- PROP. 8" DIP WATER MAIN = r f Z Z R= XLJ mmWC-��� o > _ > o > o z o W O + W o W Y o a v a p 10+00 10+50 11+00 PROPOSED WATER PROF/LE SCALE: V=50' HORIZONTAL 1 "= V VERTICAL 510 500 490 510 500 490 20 10 5 0 20 1 "= 20' STM STM A STM STM A-40 A-50 \ A-60 STM STM A-30 / \\ A-70 A$0 PROP. GRAD / \ r 1 EX. GRADE 37.37' - 39.99' -T35 6' - 15" RCP 30. 0' - 15" RCP 15 RCP @ 0.54% IF RCP 10 Y HGL @ 0.50% @ .56% @ .50% 80.00' - 48" CMP @ 0.00% N (O N ry O O ? O v x m H is a, I- o x .ram W r hm m W ~r 26im a- oia 0 ..6 C7 .m V 0 m C7 GV � if 0- cV 0 0oq 2'0 (7c O aazp w a a ac lv�jZ v a uiZp 0-GO0 a2Z> o ate??a¢?? a�??`r' a� 10-100 10+50 11+00 11+50 12+00 12+50 PROPOSED S TN PROFILE (A -30 TO SCALE: 1"= 50' HORIZONTAL 1"= V VERTICAL J 0 m U z E W W W CO z W U ZjZ(nU 0 Z W W > W z otc=LOm F W 2 EW Z ,>zUW<np ai022aQZQ 000<a--Fof zW<a 0of Q J W0 U) W Z Z d Q a > J of 5 W H REVISIONS REV i DATE I COMMENT 1 110129120211 PER ISP COMMENTS I 2 01/21/2022 PER COUNTY COMMENTS BSC RTY 3 04/08/2022 PER COUNTY COMMENTS BSC RTY 4 08/09/2022 PER COUNTY COMMENTS CDH RTY 15 Know what's below. Call before you dig. ALWAYS CALL 811 It's fast. It's free. It's the law. 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.: DRAWN BY: CHECKED BY: 510 WATERLINE PROFILE NOTE: CAD LID.: 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 PROJECT: V211201 DISH RTY 10/29/2021 PUTL-2 SITE PLAN DOCUMENTS FOR DO�Qa�aQ PROPOSED LOCATION 1636 SEMINOLE TRAIL ALBERMARLE COUNTY CHARLOTTESVILLE, VIRGINIA 22901 BOHLERI 2150 ASHLAND RD. SUITE 200 RICHMOND, VIRGINIA23146 Phone: (804)893-8200 VA@BohlerEng.com TH Lic. No. 0402056625 08/09/2022 SHEET TITLE: UTILITY PROFILES SHEET NUMBER: 50 25 12.5 0 50 C r 0 2 1"=50' REVISION 4 - 08/09/2022 500 490 T T STM STM 0-10 20 PR P. GRADE POTENTIAL LOCATION OF E . GRADE CONTRAC TO VERIFY. POTENTIAL RELOCATION. _ 00' MP 0.00% 10 YR HGL Qm R uQ W RmQ=" o�o�oW �v°z147 oc 2 10a00 10+50 11+00 500 500 490 490 PROPOSED STMPROF/LE(A40 TOA 20) SCALE: 1 "= 50' HORIZONTAL 1 "= 5' VERTICAL STM B-20 STM -10 PROR GRADE 15" RCP @ 0.57% EX ORAL 10 YR HGL � F o W m S H n N o C�.7 my m a Z Um� a o v v K �> + a 0 0 �> I EE? o 0- Fr? 10,00 10,50 500 500 490 490 PROPOSED STNPROF/LE(B--10 TO B 20J SCALE: 1%50' HORIZONTAL 1 "= V VERTICAL STM C-10 PROP .G D G20STM EX GRADE 62.29 -15- RCP @ 0. u 10 YR HGL F o_ m w`' v CD 0 ? N m 2 m D a o m> w a0 ate? a¢3 10,00 10,50 11,00 PROPOSED STMPROFILE X--10 TO C SCALE: V=50' HORIZONTAL 1 "= V VERTICAL STORM PROFILE NOTE; 1. CONTRACTOR TO VERIFY MANHOLE SIZE PRIOR TO ORDERING STRUCTURES. 2. POTENTIAL CONFLICT WITH WATER LINE AT STRUCTURE A-10. CONTRACTOR TO VERIFY LOCATION OF WATER 500 LINE BY TEST PIT PRIOR TO INSTALLATION OF STRUCTURE. WATER LINE MAY REQUIRE VERTICAL RELOCATION TO AVOID CONFLICT. 490 50 25 12.5 50 1"= 50' 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. x O m r, z EE W W W z W 5 ZDZ02 Z W H 2 W> Ur Z W W w j W F W Q 2 W Z J>z0woo (n 7 Q Q Z Q zU) W ZFH of 0zW< 0 Q J W0 U) W Of z as J o Q 0_ J F U W H M) REVISIONS REV i DATE I COMMENT 1 110129120211 PER ISP COMMENTS I 2 01/21/2022 PER COUNTY COMMENTS BSC RTY 3 04/08/2022 PER COUNTY COMMENTS BSC RTY 4 08/09/2022 PER COUNTY COMMENTS CDH RTY 15 Know what's below. Call before you dig. ALWAYS CALL 811 It's fast. It's free. It's the law. APPROVED FOR CONSTRUCTION THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION NL DOCUMENT UESS INDICATED OTHERWISE. PROJECT NO.: V211201 DRAWN BY: DISH CHECKED BY: RTY DATE: 10/29/2021 CAD I.D.: PUTL-2 PROJECT: SITE PLAN DOCUMENTS FOR DO�Qa�aQ PROPOSED LOCATION 1636 SEMINOLE TRAIL ALBERMARLE COUNTY CHARLOTTESVILLE, VIRGINIA 22901 BOHLERI 2150 ASHLAND RD. SUITE 200 RICHMOND, VIRGINIA23146 Phone: (804)893-8200 VA@BohlerEng.com TH Lic. No. 0402056625 08/09/2022 SHEET TITLE: UTILITY PROFILES SHEET NUMBER: C-503 REVISION 4 - 08/09/2022 N z 3 w zz z 3 g rn 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 InvertElev. Length (ft) Slope (%) Dia. (in) n Capacity (cfs) Velocity (fps) Flow Time 01 Qfull VI Vfull Vfull Remarks Incr. E Incr. (cfs) Known (cfs) F (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) Oo 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 • Vi ViA2/2g 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 (%) Spread On Grade (ft) Gutter Width (ft) W 1 T Gutter Cross Slope N Sw I Sx Eo (App. 9C-8) a (in) S'w =a/ (12W) (%) Se=Sx +S'w (Eo) (%) Lt,Comp. Length (9C-17) (ft) L,Spec -ified Length (it) L 1 Lt E Qi Qb Down Qi d It (ft) d 1 It 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-313 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-313 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 / Invert Elevation 00 10 Yr WSE (ft) 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 A-40 Grate DMA 0.05 0.90 6.64 0.30 0.05 Rim 500.45 500.50 B-10 Grate DMA 0.24 0.51 6.64 0.81 0.14 Rim 494.75 494.89 50% Clogged (9 z a w w w U) z w O ZDZ02 z w�-Ow> W020-0 z W W W j W zr(91=oOfm Fw¢x wZ J> z 0 W 0 0 ai��IQzQ zc42wzFI- Ozw< L:O Q J of 0 U) w Z z aQ J o Q Of J F 0 w H U) REVISIONS REV i DATE I COMMENT 1 110129120211 PER ISP COMMENTS I 2 01/21/2022 PER COUNTY COMMENTS BSC RTY 3 04/08/2022 PER COUNTY COMMENTS BSC RTY 4 08/09/2022 PER COUNTY COMMENTS CDH RTY I Know what's below. Call before you dig. ALWAYS CALL 811 It's fast. It's free. It's the law. APPROVED FOR CONSTRUCTION THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION NL DOCUMENT UESS 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 DO�Qa�aQ PROPOSED LOCATION 1636 SEMINOLE TRAIL ALBERMARLE COUNTY CHARLOTTESVILLE, VIRGINIA 22901 BOHLERI 2150 ASHLAND RD. SUITE 200 RICHMOND, VIRGINIA23146 Phone: (804)893-8200 VA@BohlerEng.com TH Lic. No. 0402056625 08/09/2022 SHEET TITLE: UTILITY COMPUTATIONS SHEET NUMBER: C-504 REVISION 4 - 08/09/2022 1 I LANDS N �F / SULL/VAN, W/LLIAM EDWARD & ✓OHN A F D.B. 1095 10G. 2J7/ PIN.- 06100-0-00-00-12-120W0 I \ \ \ ZONED HC �H/GHWAY COMMERC/AL) / / \ US COMMERC/ALZ__ , i o10 ems, 1 SANDS N/F j D. B. 5476 PG 471 P/N. W 06T00-00-00-12000 I `\ZONED.• HC (H/GHWAY COMMERC/AL) < USE -WAREHOUSE 5 > C, (Q Q / Icc ---- / — 6L APPROX/MATE E4CAT/ON OF— V A '3 to E E EASEM NT \ ) 5 o s Pc 02�----------- r SLOP MA/N NANC E 6 70-' S / \ I , 507 V ' QP ' // " _ ______________ h OSED N BEd WITH DOUB `, i / '-I ----- -- ------ -_____ REDDED HARDWOOD MUCH --_ ,504, __ hOn' _ ; ' LANDS N/F a' \ cc CHARLOTTESV/LLE ALBEMARLE hoi RENTAL PROPERT/ES LLC ho D. B. 5040 PG. 206 \ PIN: 06100-00-00-120RO ZONED.• HC H/GHWAY COMMERC/AL) , " x k a i -- � I III / ',� , IAl IV I, U,5'E• OMMERL' IS male, 01 \ h 64 IV Y x 1 "p R OS PLA ED WITH DO L, ' /'' / ry i=� `? \ O WOOD MUQH' _________ PROPO BED WITH HARDWOOD M HIL I � \ 3 g z UJ <B w w � Z F 0 w Wz W�Zwof (w7ZWLULIVj>W 8N Fw¢x wz >zUw<40 �o U)Z)2a<Z aW Z U) m W Z F H how OZ�QFF0 &Qm a °z�aQ s J 0- Q of i J ro O =m a V) s �a o� REVISIONS REV DATE COMMENT CHECKED BY 1 10/29/2021 PER ISP COMMENTS DSH RTY BSC 2 01/21/2022 PER COUNTY COMMENTS RTY 3 04/08/2022 PER COUNTY BSC COMMENTS RTY 4 08/09/2022 PER COUNTY CDH COMMENTS RTY Know what's below. Call before you dig. ALWAYS CALL 811 It's fast. It's free. It's the law. ❑��QO�L�Q ,5 D;� --- ---- APPROVED FOR IN h D "° \ \\ ` \\ NOTES CONSTRUCTION ` \ THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY ALL LANDSCAPING AND SCREENING REQUIRED BY SECTION 32.7.9 SHALL BE INSTALLED AND MAINTAINED AS REVIEWANDAPPROVAL. IT IS NOT INTENDED ASA CONSTRUCTION FOLLOWS: DOCUMENT UNLESS INDICATED OTHERWISE. I 1 I I `, \ `` `� `\ i i ' • 9 ICC \ \ pD A.TIMING OF INSTALLATION. ALL LANDSCAPING SHALL BE INSTALLED BY THE FIRST PLANTING SEASON PROJECT NO.: V211201 .:1 \ 's \ ' / FOLLOWING THE ISSUANCE OF THE FIRST CERTIFICATE OF OCCUPANCY WITHIN THE DEVELOPMENT, OR A PHASE DRAWN BY: DSH \ \�/__ THEREOF. CHECKED BY: RTY ry � �_, � � / DATE: 10/29/2021 PPROX/MATE ZOCAT/ON OF / B.METHOD OF INSTALLATION. ALL TREES SHALL BE PLANTED IN ACCORDANCE WITH EITHER THE STANDARDIZED \�� l •Fi'ST/NC (hT(L/IY EASEMENT / / CAD LD.: LSCP -2 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: \\ \\ \ ,30 �`` �` `.\ ��� , : s • \ \ / / 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, SOO / CURBING OR OTHER BARRIERS SHALL BE PROVIDED TO PREVENT DAMAGE TO LANDSCAPING BY VEHICLES. SITE PLAN 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. ', `\` `\\ �,`� .\b.\��� •/ • `� / C.MAINTAINING AND REPLACING LANDSCAPING AND SCREENING. ALL LANDSCAPING AND SCREENING SHALL BE FOR \ 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. DAREA ® =49ci -, DA RAMP !, / \ , I '1 I L // 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 WHIM MAINTENANCE OF THE TREES. THE INSTRUMENT SHALL BE SUBJECT TO REVIEW AND APPROVAL BY THE COUNTY � Os� / `` o� •o / o ATTORNEY AND SHALL BE IN A FORM AND STYLE SO THAT IT MAY BE RECORDED IN THE OFFICE OF THE CLERK OF ' ' . is y THE CIRCUIT COURT OF THE COUNTY. THE AGENT MAY REQUIRE THAT THE INSTRUMENT BE ON A FORM LANDS NSF ' yA F 2 PROPOSED S S C ACQh�(S/T/ONg /NC. / s% '� - ' - __ EDP , ,� PREPARED BY THE COUNTY ATTORNEY. i ' A ¢96 . TH D UBLE -/ / ✓; LOCATION D.B. 1429\PG. 93Q \ �'\ v 1 I \ \ s �� �` SHRE ED E.MAINTAINING STREET TREES PLANTED WITHIN A PUBLIC STREET RIGHT-OF-WAY. IF STREET TREES ARE P/N. 06100-00 00-120Q7 \�ip A� \ d �\ ` ��. ` \ AR WOOD MU a �0 \ PLANTED WITHIN THE PUBLIC STREET RIGHT-OF-WAY, THE TREES SHALL BE MAINTAINED IN ACCORDANCE WITH 1636 SEMINOLE TRAIL \ZONED.• HC (h'IGHWAY COMMEI L,1A� \�Fti �% `\p\`` \``� �; `� eu • rn �.,` \S�` THE REQUIREMENTS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION. ALBERMARLE COUNTY I USE. SELF STORAGE �Ji n,\ / CHARLOTTESVILLE, VIRGINIA 22901 "o� C "Y �\ 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. BOHLERI ' --505— \ IIlk 107 I0 0 c PERMANENT ORA/NAGS EASEMENT 2150 ASHLAND RD. SUITE 200 2�4 / \ / \ / 0.9. 4594 PG. 25 ` Z 0- - / ----- - -- - -- - = - ---- \ 5 --- -- -- — ; /------- ----- "\ W / _ -- - W/LCOHESS ALE -Awl 06100-00700-120D0 ' _ _ZONED HC�H(GHWAY ZQMMERC 9L` -- - USE• Fl�7EL�SSTAT/dN, �dH.. 0H, ------------- ORS � -° sib �� • , `.-. A v IIIIII (pI '`�' /III III O ,III Q II • + LANDSCAPE SCHEDULE KEY CITY. BOTANICAL NAME COMMON NAME CAL. I HT. CONT. 10 YR CANOPY (SF) TOTAL CANOPY (SF) SHADE TREES PLO 1 PIATANUS OCCIDENTALIS AMERICAN SYCAMORE 2-21YCCAL.18-16 BIB 479 479 QP 12 QUERCUS PALUSTRIS PIN OAK 2-210 CAL.18-10 BIB 471 5,652 SUBTOTAL 13 SUBTOTAL 61131 ORNAMEMALTREES LI 1 IAGERSTROEMIA INDICA COMMON CRAPEWRTLE 2-210CAL.18-10 B+B 77 77 SUBTOTAL'. 1 SUBTOTAL 77 EVERGREEN TREES COD 4 CRYPTOMERIAJAPONICA JAPANESE CEDAR 61PHT. BIB 130 520 IO 5 ILEX OPACA AMERICAN HOLLY 8-10'HT. B+B 56 280 IXN 9 ILEX VNELLIE R STEVEN' NELLIE R. STEVENS' HOLLY 8-10' HT. BIB 44 396 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 MCAN NOTAPPLICABIE DO 16 DEUTZIAGRACILIS SLENDER DEJTZIA 18-W HT. &SPREAD #3 CAN NOT APPLICABLE IV 47 FEN VIRGINICA'HENRPS GARNET GARNET SWEETSPIRE 18-W HT. &SPREAD a3CAN NOT APPLICABLE RAGL 70 RHUS AROMATICA'GROIOW GRGIOW SUMAC 18-24' HT. & SPREAD MCAN NOTAPPLICABLE VD 16 VIBURNUM DENTATUM ARROWWOOD VIBURNUM 18-24'HT. &SPREAD #SCAN NOT APPLICABLE SUBTOTAL 170 EVERGREEN SHRUBS ICBUR 11 ILEX CORNUTASURFORDII' BURFORD HOLLY 18-24'HT. &SPREAD #3 CAN NOT APPLICABLE ICC 27 ILEX CRENATA'COMPACTA' COMPACT JAPANESE HOLLY 18-24' HT. & SPREAD MCAN NOTAPPLICABIE IGS 18 ILEXGIABRA'SHAMROCK SHAMROCK INKBERRY HOLLY 18-24' HT. & SPREAD MCAN NOTAPPLICABIE JCH 15 JUNIPERUS CHINENSIS'HETZII' HETZJUNIPER 18-24'HT. &SPREAD #3 CAN NOTAPPLICABLE RM 29 RHODODENDRON MAXIMUM'ROSEBAY' ROSEBAY RHODODENDRON 18-24' HT. & SPREAD OCAN NOTAPPLICABIE SUBTOTAL 100 PERENNIALS LSBS 625 LIRIOPE SPICATA CREEPINGLIRIOPE 1QT NOTAPPLICABIE SUBTOTAL 625 ORNAMEMAL GRASSES mm 130 PANICUMVAGATUM HEAVY' METAL' HEAVY METAL SIMTCH GRASS 1GAL NOTAPPLICABIE SUBTOTAL: 130 LANDSCAPE TRELLIS PLANTING KEY QTY. BOTANICAL NAME COMMONNAME CAL. HT. CONT. PQ 45 PARTHENOCISSUS OUINQUEFOUA VIRGINIACREEPER 1GALLON MIN LEGEND �''---_ LOW —LOW— LIMIT OF WORK - LOD LOD LIMIT OF DISTURBANCE x x x x x x x x x x CREEPING LIRIOPE x x x x x x x x x x PLANTING AREA x x x x x x x x x x �0 p a 0 d HEAVY METAL SWITCHGRASS O p p A 1"=20' pp0p� Odpp� PLANTINGAREA RICHMOND, VIRGINIA23146 Phone: (804)893-8200 VA@,BohlerEng.com NICHOLAS T GEO GAS Cert. No. 001653 9y0 04/08/2021 ASV s94 PE ARG�,� SHEET TITLE: LANDSCAPE PLAN SHEET NUMBER: C-701 REVISION 4 - 08/09/2022 1 "= 40' LEGEND 0 mamm NOTES 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 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 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. 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:(1110) 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 "@" 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 LINENORTHEAST 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) SHADETREES PLO 1 PIATANUS OCCIDENTALIB AMERICAN SYCAMORE 2-2112" CAL. I B-10' BIB 479 479 QP 12 QUERCUSPALUSTRIS PIN OAK 2-2 IT CALI8-19 B+B 471 5,652 SUBTOTAL: 13 SUBTOTAL 6,131 ORNAMENTALTREES U 1 LAGERSTROEMIA INDICA COMMON CRAPEMYRTLE 2-2112'CAL 18-10' BIB T7 77 SUBTOTAL: 1 SUBTOTAL'. 77 EVERGREEN TREES COD 4 CRYPTOMERIAJAPONICA JAPANESE CEDAR 8-10 HE B+B 130 5A 10 5 IIEXOPACA AMERICAN HOLLY 8-19 HT. B+B 56 280 0 9 ILEX NELLIE R. STEVEN' NELLIE R. STEVENTHOLLY 819'HT. B+B 44 396 PT 1 PINUS TAEDA LOBLOLLY PINE 810 HT. B+B 250 250 SUBTOTAL: 19 SUBTOTAL'. 1,446 DECIDUOUS SHRUBS CA 21 CIETHRAALNIFOLIA SUMMERSWEETCLETHRA 1&24'HT.&SPREAD 93 CAN NOT APPLICABLE DG 16 DEUTZIA GRACILIS SLENDER DEUTZIA 18 24'HT. &SPREAD M3 CAN NOTAPPLICABLE N 47 ITEAVIRGINICA'HENRYS GARNET GARNET SWEETSPIRE 18-24'HT. & SPREAD #3 CAN NOTAPPLICABLE RAGL 70 RHUSAROMATICA'GRO-LOW GRO-LOWSUMAC 18-24'HT. & SPREAD g3CAN NOT APPLICABLE VD 16 VIBURNUM DENTATUM ARROWWOOD VIBURNUM 1824'HT.&SPREAD g3CAN NOT APPLICABLE SUBTOTAL: 170 EVERGREEN SHRUBS ICBUR 11 ILEX CORNUTARURFORDII' BURFORD HOLLY 18-24'HT. & SPREAD KCAN NOTAPPLICABLE ICC 27 ILEXCRENATA'COMPACTA' COMPACT JAPANESE HOLLY 18-24'HT.&SPREAD 43 CAN NOTAPPLICABLE IGS 18 ILEXGLABRA'SHAMROCIC SHAMROCK INKBERRY HOLLY 18-24'HT.&SPREAD g3CAN NOTAPPLICABLE JCH 15 JUNIPERUS CHINENSIS'HETZII' HER JUNIPER 1824'HT.&SPREAD g3CAN NOT APPLICABLE RM 29 RHODODENDRON MAXIMUM'ROSEBAY' ROSEBAY RHODODENDRON 1824'HT.&SPREAD g3CAN NOT APPLICABLE SUBTOTAL: 100 PERENNIALS USES 625 UIRIOPESPICATA CREEPINGURIOPE 1QT NOT APPLICABLE 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. PQ 45 PARTHENOCISSUS QUINQUEFOLIA VIRGINIA CREEPER 1GALLON MIN m W J x Z D_ W W W Tn Z W O ZDZ02 Z W H U W> Ur Z W W w j W F W Q 2 W Z > z 0 W 0 0 m 7 m Q Q Z Q z U)2 W ZFF 0zQQa~O Q J D U) W Z Z D- Q > o J of 5 W I— Tn REVISIONS REV I DATE I COMMENT 1 110129120211 PER ISP COMMENTS I 2 01/21/2022 PER COUNTY COMMENTS BSC RTY 3 04/O8/2022 PER COUNTY COMMENTS BSC RTY 4 08109120: PER COUNTY COMMENTS CDH RTY • Know what's below. Call before you dig. ALWAYS CALL 811 It's fast. It's free. It's the law. APPROVED FOR CONSTRUCTION THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION NL DOCUMENT UESS 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 DO�Qa�aQ PROPOSED LOCATION 1636 SEMINOLE TRAIL ALBERMARLE COUNTY CHARLOTTESVILLE, VIRGINIA 22901 BOHLERI 2150 ASHLAND RD. SUITE 200 RICHMOND, VIRGINIA23146 Phone: (804)893-8200 VA@,BohlerEng.com r NICHOLAS T GEOFT( r Cert. No. 001653 r� 8/27/2021 A SHEET TITLE: LANDSCAPE COMPLIANCE SHEET NUMBER: C 702 REVISION 4 - 08/09/2022 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 1W, 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 SIX INCHES (6") ABOVE THE GROUND EXCEEDS FOUR INCHES (4") IN CALIPER, THE • 1 PART COMPOSTED COW MANURE BY VOLUME CALIPER SHOULD BE MEASURED AT A POINT 12" ABOVE THE NATURAL GRADE. • 3 PARTS TOPSOIL BY VOLUME 1.7. SHRUBS SHALL BE MEASURED TO THE AVERAGE HEIGHT OR SPREAD OF THE SHRUB, AND NOT TO THE • 21 GRAMS'AGRIFORM' PLANTING TABLETS (OR APPROVED EQUAL) AS FOLLOWS: LONGEST BRANCH. A) 2 TABLETS PER 1 GALLON PLANT 1.8. TREES AND SHRUBS SHALL BE HANDLED WITH CARE BY THE ROOT BALL. B) 3 TABLETS PER 5 GALLON PLANT C) 4 TABLETS PER 15 GALLON PLANT 3. GENERAL WORK PROCEDURES D) LARGER PLANTS: 2 TABLETS PER'IW 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'VISI-FENCE', OR APPROVED EQUAL, MOUNTED ON STEEL POSTS SHALL BE PLACED ALONG THE BOUNDARY OF THE TREE C. PLANTS SHALL NOT BE DUG FOR TRANSPLANTING BETWEEN APRIL 10 AND JUNE 30. PROTECTION ZONE. POSTS SHALL BE LOCATED AT A MAXIMUM OF EIGHT FEET (8) ON CENTER OR AS INDICATED WITHIN THE TREE PROTECTION DETAIL. D. UPON REPLANTING, BACKFILL SOIL SHALL BE AMENDED WITH FERTILIZER AND ROOT GROWTH HORMONE. C. WHEN THE TREE PROTECTION FENCING HAS BEEN INSTALLED, IT SHALL BE INSPECTED BY THE APPROVING E. TRANSPLANTS SHALL BE GUARANTEED FOR THE LENGTH OF THE GUARANTEE PERIOD SPECIFIED HEREIN. AGENCY PRIOR TO DEMOLITION, GRADING, TREE CLEARING OR ANY OTHER CONSTRUCTION. THE FENCING ALONG THE TREE PROTECTION ZONE SHALL BE REGULARLY INSPECTED BY THE LANDSCAPE CONTRACTOR AND F. IF TRANSPLANTS DIE, SHRUBS AND TREES LESS THAN SIX INCHES (6") DBH SHALL BE REPLACED IN KIND. TREES MAINTAINED UNTIL ALL CONSTRUCTION ACTIVITY HAS BEEN COMPLETED. GREATER THAN SIX INCHES (6") DBH MAY BE REQUIRED TO BE REPLACED IN ACCORDANCE WITH THE MUNICIPALITY'S TREE REPLACEMENT GUIDELINES. D. AT NO TIME SHALL MACHINERY, DEBRIS, FALLEN TREES OR OTHER MATERIALS BE PLACED, STOCKPILED OR LEFT STANDING IN THE TREE PROTECTION ZONE. 11. WATERING A. NEW PLANTINGS OR LAWN AREAS SHALL BE ADEQUATELY IRRIGATED BEGINNING IMMEDIATELY AFTER PLANTING. 6. SOIL MODIFICATIONS WATER SHALL BE APPLIED TO EACH TREE AND SHRUB IN SUCH MANNER AS NOT TO DISTURB BACKFILL AND TO A. CONTRACTOR SHALL ATTAIN A SOIL TEST FOR ALL AREAS OF THE SITE PRIOR TO CONDUCTING ANY PLANTING. THE EXTENT THAT ALL MATERIALS IN THE PLANTING HOLE ARE THOROUGHLY SATURATED. WATERING SHALL SOIL TESTS SHALL BE PERFORMED BY A CERTIFIED SOIL LABORATORY. CONTINUE AT LEAST UNTIL PLANTS ARE ESTABLISHED. B. LANDSCAPE CONTRACTOR SHALL REPORT ANY SOIL OR DRAINAGE CONDITIONS CONSIDERED DETRIMENTAL TO B. SITE OWNER SHALL PROVIDE WATER IF AVAILABLE ON SITE AT TIME OF PLANTING. IF WATER IS NOT AVAILABLE THE GROWTH OF PLANT MATERIAL. SOIL MODIFICATIONS, AS SPECIFIED HEREIN, MAY NEED TO BE CONDUCTED ON SITE, CONTRACTOR SHALL SUPPLY ALL NECESSARY WATER. THE USE OF WATERING BAGS IS RECOMMENDED BY THE LANDSCAPE CONTRACTOR DEPENDING ON SITE CONDITIONS. FOR ALL NEWLY PLANTED TREES. C. THE FOLLOWING AMENDMENTS AND QUANTITIES ARE APPROXIMATE AND ARE FOR BIDDING PURPOSES ONLY. C. IF AN IRRIGATION SYSTEM HAS BEEN INSTALLED ON THE SITE, IT SHALL BE USED TO WATER PROPOSED PLANT COMPOSITION OF AMENDMENTS SHOULD BE REVISED DEPENDING ON THE OUTCOME OF A TOPSOIL ANALYSIS MATERIAL, BUT ANY FAILURE OF THE SYSTEM DOES NOT ELIMINATE THE CONTRACTOR'S RESPONSIBILITY OF PERFORMED BY A CERTIFIED SOIL LABORATORY. MAINTAINING THE DESIRED MOISTURE LEVEL FOR VIGOROUS, HEALTHY GROWTH. 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 OFF -SITE, WITHOUT EXCEPTION. 7. FINISHED GRADING A. UNLESS OTHERWISE CONTRACTED, THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR THE C. TREES AND SHRUBS SHALL BE MAINTAINED BY THE CONTRACTOR DURING CONSTRUCTION AND THROUGHOUT INSTALLATION OF TOPSOIL AND THE ESTABLISHMENT OF FINE -GRADING WITHIN THE DISTURBANCE AREA OF THE THE 90 DAY MAINTENANCE PERIOD AS SPECIFIED HEREIN. CULTIVATION, WEEDING, WATERING AND THE SITE. PREVENTATIVE TREATMENTS SHALL BE PERFORMED AS NECESSARY TO KEEP PLANT MATERIAL IN GOOD CONDITION AND FREE OF INSECTS AND DISEASE. B. LANDSCAPE CONTRACTOR SHALL VERIFY THAT SUBGRADE FOR INSTALLATION OF TOPSOIL HAS BEEN ESTABLISHED. THE SUBGRADE OF THE SITE MUST MEET THE FINISHED GRADE LESS THE REQUIRED TOPSOIL D. LAWNS SHALL BE MAINTAINED THROUGH WATERING, FERTILIZING, WEEDING, MOWING, TRIMMING AND OTHER THICKNESS (1"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 WRAP TRUNK 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 _ = '"�»�-�"'.' '•�r'':',-u-� = BED AND TILL TOP 6" OF = -I I' �II�I=ICI= � �I=ICI=ICI PRE ARED SOIL. -I - UNDISTURBED I 4-6" 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 WRAP TRUNK 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 o SHALL BE PURCHASED. DO NOT PRUNE TREE AT PLANTING UNLESS DIRECTED TO BY PROJECT LANDSCAPE ARCHITECT FOLD BURLAP AWAY FROM TOP OF ROOT BALL ao SET ROOT BALL FLUSH TO GRADE (° OR SEVERAL INCHES HIGHER IN POORLY DRAINING SOILS. 4" BUILT-UP EARTH SAUCER 3" 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 _ `�•`-�T-" — AND TILL INTO TOP 6" OF PREPARED SOIL. III=III- 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 B-12" REFERENCE: ARCHITECTURAL GRAPHIC STANDARDS 1998 CUMULATIVE SUPPLEMENT DECIDUOUS AND EVERGREEN SHRUB PLANTING DETAIL NOT TO SCALE INCORPORATE 2" OF PEAT INTO V OF PLANTING MIXTURE, AS SPECIFIED 3" THICK LAYER OF DARK BROWN DOUBLE SHREDDED HARDWOOD MULCH ItlIN[.9:Ige1 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 91011b9:I =1axe] :711.17 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. 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 o° 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 ° UNLESS DIRECTED TO BY PROJECT LANDSCAPE 2' DIA. HARDWOOD STAKES 2/3 TREE HT. o °d ARCHITECT 0 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 _ _— — "THI K LAYER F DARK BROWN 3 C 0 0 III —III= 1 PART COW MANURE III= DOUBLE SHREDDED HARDWOOD 3 PARTS TOPSOIL MULCH UNDISTURBED SUBGRADE II _- —I 4' BUILT-UP EARTH SAUCER _ - r. BEFORE PLANTING ADD 3 TO 4' OF WELL -COMPOSTED LEAVES OR RECYCLED YARD WASTE TO BED AND TILL =1I III=III- / — — INTO TOP 6' OF PREPARED SOIL. REMOVE THE TOP 1/3 OF THE WIRE BASKET IF III PRESENT. ANY AND ALL TWINE SHALL BE REMOVED 12" O y! If 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 TREE PLANTING ON SLOPE DETAIL NOT TO SCALE SEEDING SPECIFICATIONS 1. MATERIAL: 1.1. SEED MIXTURE MUST BE COMPRISED OF THE FOLLOWING VARIETIES AND AT THE SPECIFIED COMPOSITION: 1.1.1. 80% - TURF TYPE TALL FESCUE SEED 1.1.2. 10%- KENTUCKY BLUEGRASS SEED 1.1.3. 10%-ANNUAL RYE GRASS SEED 1.2. INSTALLATION RATES: 1.2.1. SEED: LAWN SEED SHOULD BE APPLIED AT A RATE OF 7 LBS/1,000 SF 1.2.2. LIME: AGRICULTURAL OR PELLETIZED LIME SHOULD BE APPLIED AT SPECIFIED RATE ACCORDING TO SOIL ANALYSIS OR 2,000 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 CULTI-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 r7 Z Of W W LLI Tn Z W 0ZDZWO Z W H U W Ur ZW WSJ jW F W Q 2 W Z U W Wof Z O (n 7 Q Q Z Q Z(n2 W ZFF 0zof< O U H 0 Q o_ Q J D W Z Z d Q J O_ J of U W H REVISIONS REV I DATE COMMENT 1 10/29/2021 PER ISP COMMENTS 2 01/21/2022 PER COUNTY COMMENTS flRTY' 3 04/08/2022 PER COUNTY COMMENTS 4 08/09/2022 PER COUNTY COMMENTS 15 Know what's below. Call before you dig. ALWAYS CALL 811 It's fast. It's free. It's the law. APPROVED FOR CONSTRUCTION THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION NL DOCUMENT UESS 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 DOcl;�Qa0aQ PROPOSED LOCATION 1636 SEMINOLE TRAIL ALBERMARLE COUNTY CHARLOTTESVILLE, VIRGINIA 22901 BOHLERI 2150 ASHLAND RD. SUITE 200 RICHMOND, VIRGINIA23146 Phone: (804)893-8200 VA013ohlerEng.com W747 NICHOLAS T GEOR( r Cert. No. 001653 17 Vtlb 8/27/2021 'wI.'9 PE A — SHEET TITLE: LANDSCAPE NOTES AND DETAILS SHEET NUMBER: C-703 REVISION 4 - 08/09/2022 0 U 5 0 3 A 9 D: g N \\ i , I I , , I \ANDS N/F UPB, INC. D.B. 5476 PG. 471 ; P/N. 06P00-00-00-12000 / 9NED. HC (fd/GHWAY CODUERC/ALA I I USE.• WAREHOUSE \ � J I I � I I ` I I I ` , 0 h I I I ,I 1 \ I ` \ o Q \ \ \\ \ \ \ \ \ \ \ \ \\ \ \ \ \ \ \ \ \ \ \ , , , , , I,1 0� - hi --- , J LANDS NIF / SULL/VAN, WILL/AM EDW& ✓OHN A F D.B. / 1095 PG.G. 237 P/N.• 06100-00-00-120WO ZONED. HC (HIGHWAY COMMERC/AL) USE: COMMERCIAL , , - 505' ----- 606 _________________________ S ' , -- 504' LANDS N/F ' / CHARLORESI//LLE ALBEMARLE RENTAL PROPERTIES LLC ----------------- h0� D.B. 5040 PG. 206 - P/N.- 06100-00-00-120RO > ' T 2ONE0.• HC (HIGHWAY COMMERC/AL) = \ DIS[aUN�t TIRE I I \ LANb,S N/F I \ S S C ACQb(S/T/ON-k INC. \ s I \ D.B. >429`vPG. 33a, \ 4 , ;� ♦� PIN. 06100-OP 00-12Q7 ♦�d). I YONEO: HC (H/GHWA)( COMMEI IAL) c; - I USE.• SELF STORAGE �\ \ I / 1 I 1 --505- \ ♦ oa \ I I I , _♦�� I---/------------------' Spy °9 2' -----------------------------\ - ----------------------- \ pp, \ CONTROLLER NOTE ------------------ --- a� LOCATE CONTROLLER AT LOCATION SHOWN ON PLAN. VERIFY LOCATION IN FIELD WITH OWNER'S REPRESENTATIVE. ------- ---------' - \ 120 VAC POWER TO CONTROLLER LOCATION SHALL BE PROVIDED BY OTHERS. HOOK-UP OF CONTROLLER TO 120 VAC SHALL BE PERFORMED BY THE LANDSCAPE -------------'' - LA/��-xr/ CONTRACTOR. IRRIGATION CONTRACTOR SHALL COORDINATE LOCATION OF WIRE SLEEVE PENETRATIONS THROUGH BUILDING WITH OWNER AND GENERAL _ ,, W/ CONTRACTOR. STATION RUN ORDER SHALL MATCH PLANS. ____ g leI/ 06 IRRIGATION DISCLAIMER _ _ZONED - HC _____-- USE. 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 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. IRRIGATION CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL FINAL QUANTITIES PER DRAWINGS AND SPECIFICATIONS. ANY QUANTITIES PROVIDED ARE PROVIDED AS A CONVENIENCE TO THE CONTRACTOR ONLY AND SHALL NOT BE CONSIDERED ABSOLUTE. SLEEVING / WIRING NOTES: IN ADDITION TO PROVIDING SLEEVES FOR ALL PIPING UNDER ROADWAYS AND WALKWAYS, THE IRRIGATION CONTRACTOR SHALL PROVIDE AND INSTALL SCH. 40 PVC .__ -_ SLEEVES FOR ALL CONTROLLER WIRES OCCURRING UNDER ALL ROADWAYS AND WALKWAYS. SLEEVES FOR CONTROLLER WIRES SHALL BE 2" DIA. AND CONTAIN NO -'-- _ MORE THAN 25 WIRES. PG T3i �-00-1. A� h I , , 1 1 , ,I SYMBOL MANUFACTURER MODELNUMBER DRIP IRRIGATION DESCRIPTION NOZZLE RADIUS G.P.M. P.S.I. DETAIL RAINBIRD XFSO6-18 LANDSCAPE DRIP LINE -SPACE LINES AT 18" O.C. 0.60 GPH 20 D-F / C-707 RAINBIRD PEB SERIES FLUSH VALVE - BALL VALVE IN VALVE BOX WITH T LENGTH OF TUBING G / C-707 ROTORS & SPRAY HEADS ® RAINBIRD 1806 SERIES POP UP SPRAY HEAD 50 5' 0.10 GPH 30 H-I / 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-I / C-707 ® RAINBIRD 1806 SERIES POP UP SPRAY HEAD 8Q 8' 0.26 GPH 30 H-1 / C-707 RAINBIRD 1806 SERIES POP UP SPRAY HEAD 8H 8' 0.52 GPH 30 H-I / 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 10Q 10, 0.39 GPH 30 H-1 / C-707 it 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-I / C-707 ® RAINBIRD 1806 SERIES POP UP SPRAY HEAD 12Q 12' 0.65 GPH 30 H-I / C-707 RAINBIRD 1806 SERIES POP UP SPRAY HEAD 12H 12' 1.30 GPH 30 H-I / 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 15Q 15' 0.92 GPH 30 H-I / C-707 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-I / C-707 RAINBIRD 1806 SERIES POP UP SPRAY HEAD 15EST 4 X 15 0.61 GPH 30 H-1 / C-707 RAINBIRD 1806 SERIES POP UP SPRAY HEAD 15LCS 4 X 15 0.49 GPH 30 H-I / C-707 RAINBIRD 1806 SERIES POP UP SPRAY HEAD 15RCS 4 X 15 0.49 GPH 30 H-1 / C-707 ® RAINBIRD 1806 SERIES POP UP SPRAY HEAD 15CST 4 X 30 1.21 GPH 30 H-I / 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 cis 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 ---------` Ix \ STATION G.P.M. STATION G.P.M. STATION G.P.M. STATION G.P.M. STATION G.P.M. STATION G.P.M. 1 6.72 2 10.72 15.7 DRIP 3 13.38 4 17.3 5 17.3 5.2 6 19.03 7 16.46 8 9 5.82 10 7.35 14.68 11 12 9.45 13 12.04 14 15 5.26 16 17 11.34 18 NA \ \ I/Nip ---------- u` SOO 499 _2 16 m - 9 IRRIGATION LEGEND SYMBOL MANUFACTURER MODEL NUMBER CONTROLLERS AND SENSORS / A n"J POINT OF CONNECTION 0.�♦ (I DESCRIPTION DETAIL RAINBIRD ESP12LXME 12-STATION CONTROLLER, INTERIOR WALL MOUNT, WITH ETC-LX "ET MANAGER" CARTRIDGE A-B / C-706 as RAINBIRD WR2-RFC RAIN/FREEZE SENSOR - MOUNT SENSOR ON EAVE OR PARAPET PER MANUFACTURER C-D / C-706 1_J 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 ! cb• VALVES , I , \ \ `- V / , GRAINBIRD 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 I>< NIBCO T-FP-600A BALL VALVE, BRASS, FULL -PORT, LINE SIZE NA MAIN LINE/ LATERALS & SLEEVES 20 10 5 0 20 \ Y \ 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 z LU w w rn z of W d Wz W��wU) � m (7?wWU)>W 8N z_�CO~WO0_U7 F g W Q of W z o J>zU W U)0 �o rn 72 Q Q CD z Q <W zU)2wzF� how of Q Of z IL s a J 0 Q > J F ro O U zx wg H F)� � s 68 IN o� REVISIONS REV DATE COMMENT CNECIIED BY 1 10/29/2021 PER ISP COMMENTS DSH COUNTYPER ENTS RTY 2 01/21/2022 COMMRTY 3 04/OS/2022 PER COUNTY BSC COMMENTS RTY 4 08/09/2022 PER COUNTY CDH COMMENTS RTY I Know whars below. Call before you dig. ALWAYS CALL 811 It's fast. It's free. It's the law. 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 DO�Qa�aQ PROPOSED LOCATION 1636 SEMINOLE TRAIL ALBERMARLE COUNTY CHARLOTTESVILLE, VIRGINIA 22901 BOHLERI 2150 ASHLAND RD. SUITE 200 RICHMOND, VIRGINIA23146 Phone: (804)893-8200 VA@,BohlerEng.com TH � NICHOLAS T GEO GAS Cert. No. 001653 h 9y0 V 8/27/2021 PE ARG�♦ SHEET TITLE: IRRIGATION PLAN SHEET NUMBER: C-704 REVISION 4 - 08/09/2022 O N N - ¢ _ 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 MAYBE 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. B.E. 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 AWAPPROVED 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 REPORTANY 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 WILL 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. H. 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 181NCHES.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 T.A. 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. Q7 FINISH GRADE/TOP OF MULCH Q2 QUICK COUPLER VALVE: BUCKNER MODEL QCV 03 VALVE BOX WITH COVER ® PVC SCH 80 NIPPLE (AS REQD LENGTH) 05 3-INCH MINIMUM DEPTH OF 3/4-INCH WASHED GRAVEL © BRICK (1 OF 2) Q7 PVC SCH 40 ELL © 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 FNTINGS AND PIPING TO BE SIZED PER THE NOMINAL QUICK COUPUNG VALVE INLET SIZE VALVE - QUICK COUPLER C- O6 SCALE: NOT TO SCALE Backnow prevention device.(See the Brass ball valve. inigaton plans far make and model). Install the device per the local water Threaded galvanized purveyor's standards and specifications. nipple. Galvanized ninety degree (90") elbow. Galvanized nipple. Galvanized union. tS Wrap 20 mil tape 4" thick concrete pad, 1" above finished twice around all galvanized pipe under grade. See backflow cage detail. finished grade and °: '• •v a. through the concrete. Galvanized nipple. Galvanized coupling. Flow Note: 1- All assembly parts (threaded nipples, fittings, etc.) shall be galvanized or bases 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- Son. 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 Owners Representative. 6- See detail for backflow cage installation. 7-AII 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 r 0 SENSOR �- MV 0 COMMON ■ BLACK GREEN NEGRO VERDE ORemove jumper wire, if present. Retire el cable puente, si to hay. g i 1 O 1 RA/N*B/RD © Connect WR2 wires. Conecte los cables del sensor WR2. CONTROLLER/RAIN SENSOR - WR2 - ESP-LXME WIRING DIAGRAM SCALE: NO I 10 SCALE O1 FINISH GRADE/TOP OF MULCH O2 VALVE BOX WITH COVER: O RAIN BIRD VB-STD 30-INCH LINEAR LENGTH OF O WIRE, COILED WATERPROOF CONNECTION: O RAIN BIRD DB SERIES 1-INCH BALL VALVE (INCLUDED IN XCZ-PRB-100-COM KIT) O 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 O XCZ-PRB-100-COM KIT) 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 14 PVC SCH 40 TEE OR ELL 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- O6 SCALE: NOT TO SCALE Vl-%LVC — rCO OCRII SCALE: NOT TO SCALE O1 30-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 O 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 rwRz. SEE WIRING DETAIL INDOOR WALL 0 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. Q 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 O4 CABLE HARNESS FOR CONTROLLER INTERFACE (30" MAXIMUM) O GROUND WIRE TO GROUNDING GRID O 6 120 VAC 60 HZ EXTERNAL PLUG—IN TRANSFORMER r-----------------------II I I I I RED� I I OR GREEN I I BLACK OR I I WIRES ® WHITE I I TO HERE WIRES I I TO HERE I z 2 > W U I N I WIRING DETAIL CONTROLLER - WALL MOUNT INTERIOR WR2 SERIES RAIN SENSOR INTERFACE SCALE: NO I 10 SCALE OUTDOOR WALL J 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 O1—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 O7 1/2—INCH PVC SCH 40 CONDUIT TO POWER SUPPLY r_________� I I I RED I I OR GREEN I I BLACK OR I I WIRES ® WHITE I TO HERE WIRES I TO HERE I I ¢ W O I cD w U I I N I I WIRING DETAIL B CONTROLLER - WALL MOUNT EXTERIOR WR2 SERIES RAIN SENSOR INTERFACE C- O6 SCALE: NOT TO SCALE P-WPR-Sn6!,PIM IE.aWC SCALE: NOT TO SCALE 1 (DRAIN RAIN 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. J 0 m Z Z EE W W W N Z W C7 ZjZU) Z WFUwj (DZW WfniW zoofDO F W Q 2 W Z W �>ZU UO (n Z) 2 Q 10 Z Q Z V)2 W ZFF f)Zof<0 H Q U 0 Q J 0 DO DO 0 W Z Z d Q > aJ of U W I-_ REVISIONS REV DATE COMMENT 1 10/29/2021 PER ISP COMMENTS 2 01/21/2022 PER COUNTY COMMENTS flRTY 3 04/O8/2022 PER COUNTY COMMENTS 4 08/09/2022PER COUNTY COMMENTS Know what's below. Call before you dig. ALWAYS CALL 811 It's fast. It's free. It's the law. 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 Uocl;�QatoaQ PROPOSED LOCATION 1636 SEMINOLE TRAIL ALBERMARLE COUNTY CHARLOTTESVILLE, VIRGINIA 22901 BOHLERI 2150 ASHLAND RD. SUITE 200 RICHMOND, VIRGINIA23146 Phone: (804)893-8200 VA(MohlerEng.com ram' NICHOLAS T GEOR( Cert. No. 001653 W ,6 8i27/2021 'wI.' 9 9PE ARG SHEET TITLE: IRRIGATION NOTES AND DETAILS SHEET NUMBER: C-705 REVISION 4 - 08/09/2022 Y�IMW O1 OF -RUSH HEADER UU2 PRE-INSH HEI EARB FTTIING BackOow prevention device. (See irrigation WO legend for make and model). W3 /1 3 UU DO3 FUI� Bi V PVC CAP OR OP HOWL ZWliJ4 PERIMETER DR ARA z f)6 O Backfiow cage. (See irrigation legend for Z 5 Z i- ------(1 2! ETER DRIPUNE PIPE iYl BE INSTALLED 4" thick concrete make and model). lZ W H (� W2'-4' FROM PERIMETER OF AREA z LU f) — U �footin 1" aboveg PVC SUPPLY PIPE FROM RAIN BIRD CONTROL g z Z W W o W I I O ZONE KIT (SIZED TO MEET LIIERM FLOW finished grade.W Z r � � W Q. (n 1 2 3 4 5 6 5 I INSET A �OF-SUPPDLY HEADER F L1.I Q = ILL, W Z 6 ORUN BIRD XFS SERIES DRIPUNE OYPIC,LL) Lock box. Q m CD O I ] 15 to 2 Finished grade. U) Z) 2 Q I QMALE ADAPTER INSERT Z U) W Q Z Q - O FINISH GRADE I ""t' " INISH GRADE/TOP OF MULCH 2 5 10 STAINI£SB STEEL DEMMER OR MURRTY CLAMP O In Q CL Q F O PVC DRIP MANIFOLD PIPE e I 11 OPERATION INDICATOR O Q U ri 'OP —UP SPRAY SPRINKLER: i �__ ___ RAIN BIRD MODEL OPERIND z __ __ __________J 1©P/R N 4D CAP � .. .. .. Z J O U) U) W RAIN BIRD 1 806—SAM O PVC 1" X -Y4" TRUE UNION BALL VALVE _ _ , 13 PJC SCH d0 BALL VALVE FLow� Q O Z U) a Q WITH RAIN BIRD ROTARY NOZZLE "�°; i LBSEca J aQ of O EASY FIT MALE X BARB ADAPTER: 7 , 14 RUN BIRD XF SERIES BLINK TUBING 3C ; J F 'VC SCH 80 NIPPLE RAIN BIRD XFF—MA-075 e a SECTION VIEW (LENGTH AS REQUIRED) BARB X B40 INSERT TEE O U 5 SUB -SURFACE DRIPLINE: I 15 RUN BIRD XFF-TEE (TYPICAL) RAIN BIRD XF SERIES BLANK TUBING i I 6 18 PVC SCH 40 ELL (1YPIGL) W 'VC SCH 40 ELL © 12-INCH VALVE BOX WITH COVER: I Backflo'A' cage. ~ RAIN BIRD VB-STD 1©PVC SCH 40 RISER PIPE VC SCH 40 STREET ELL O7 3—INCH MINIMUM DEPTH OF i 9 to ,6 XF SERIES ME STAKES MS-o5o) 4" hick Backflow cage. �4" WASHED GRAVEL INSET C I 11tl5EL.0 REFER TO RUN BIRD DRIPUNE DESIGN GUIDE COrICTete (Wong. ® BRICK (1 OF 2) �__� FOR PROPER SPACING Concrete footing. 'VC SCH 40 TEE OR ELL °�° p°°o ° °° °�b00o°° ° °° `- -1 00 _c��°°OOd��,o,� oQ. 0o°�0000 3 J 1 2 a ls¢.g 'VC LATERAL PIPE o°O0 oNO°o� Szo°�°�o°o�OO���oO 1 6"typ. SPRAY HEAD - 1806 ROTARY NOZZLE SWING JOINT CONNECTING SCALE: NO I I O SCALE J F W z Q w 6 z z 0 F 0 K z 3 a F < z N W N 3 g rn z z 3 9 < U DRIPLINE - XFS SUB SURFACE FLUSH POINT WITH BALL VALVE SCALE: NO I 10 SCALE O FINISH GRADE/TOP OF MULCH O POP—UP SPRAY SPRINKLER: RAIN BIRD 1806—SI—PRS WITH 1800 VPC WITH RAIN BIRD ROTARY NOZZLE O 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 7O 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 SPRAY HEAD HEAD - 180HEAD - 180 707 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 'VC SCH 40 TEE OR ELL 'VC LATERAL PIPE NOTES: I. DISEANCE BETWEEN LITERAL ROWS AND EMITTER SPACING TO BE BOSW ON SOIL TYPE PLANT MATERIALS AND CHANGES IN ELEVATION. SEE INSTAUATON SPECIFICATIONS ON RUN BIRD WEB SIZE (WWW.RAINBIRD.COM) FOR SUGGESTED SPACING. 2. LENGTH OF LONGEST DRIPUNE LATERAL SHOULD NOT EXCEED THE MAXIMUM SPACING SHOWN IN THE ACCOMPANYING TABLE. XFS Driplin0 Maximum Lateral Lengths (Feat) InINWasimuni ITS d, Naminal Flax EWll) 0.9 0A 1s'sneena Nommi FlawtDio NA0.9 2CSpm4na NCMreIFbx lgpl) a'09 15 M3 155 314 Mo 4M 322 2D 318 108 359 2%t 50e M0 3D No MU 413 050 m 414 4D 395 20 MS 402 e52 474 a0 417 M5 5M 42o 7M 4M 80 no M0 BIG 455 790 514 DRIPLINE - XFS SUB SURFACE CENTER FEED LAYOUT SCALE: NO I 10 SCALE -- - DPP r I L 2._4. 04 d d NOTES: 1. DISTANCE BETWEEN LITERAL ROWS AND EMITTER SPACING TO BE BASED ON SOIL TYPE, PI MATERIALS AND CHANGES IN ELEVATION. SEE INSTALLITION SPECIFICATIONS ON RUN BIRD WEB SIZE (WWW.RUNBIRD.COM) FOR SUGGESTED SPACING. 2. LENGTH OF LONGEST DRIPUNE LITERAL SHOULD NOT EXCEED THE MAXIMUM SPACING SHOWN IN THE ACWMPANYINC TABLE. QOF-RUSH HEADER O2 PRE -INSTALLED MRS FITTING O RUBSH ALL POINT WITH PVC CAP OR OPTIONAL PVC v&V©PERIMETER OF AREA O PERIN IER DRIPLINE PIPE TO BE INSTALLED 2"-4' FROM PERIMETER OF AREA ©RAIN BIRD XFS SERIES DRIPUNE (TYPICAL) (DOF-SUPPLY HEADER OPVC DRIP MANIFOLD FROM RAN BIRD CONTROL ZONE VALVE KIT (SIZED TO MEET LITERAL FLOW DEMAND) O PVC SCH 40 ELL (TYPCAL) 10 M SCH 40 RISER PIPE 11 MUE ADAPTER INSERT 1©STUNLESS STEEL OEIKER OR MUISI CWAP 1©PJC SCH 40 GAP 1♦ PVC SON 40 BILL VALVE 15 OPERATION INDICATOR RAIN BIND MODEL OPERIND 18 XF SERIES TIE -DOWN STAKES (IDS-050) REFER TO RAN BIRD DRIPUNE DESIGN GUIDE FOR PROPER SPACING XFS Ddpllm Maximum Lateral Lengths (Feet) Inlet Wessuni 12"9paone Nominal Floxo h) 0.e as Is -Sonoma NailmiRmoll) 0e 02 2P Sonora NommilFbxtaPl) OA 0.9 15 273 155 314 250 4M 322 M 918 i8B 959 M4 508 MB M No 2M 413 050 an 414 40 395 255 465 402 eat 474 5D 417 ere 5M 420 720 aM Go d00 290 BIG 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 SCIL TYPE, PUNT MATERIALS MID CHANGES IN EEVATON. SEE INSTALLATION SPECIFICATIONS ON RAN BIRD WEB SITE (WWW.MNMRD.COM) FOR SUGGESTED SPACING. 2. LENGTH OF LONGEST DRIPUNE LITERAL SHOULD NOT EXCEED THE MAXIMUM SPACING SHOWN IN THE ACWMPMIYING TABLE D. PLACE TIE DOWN STAKES EVERY THREE FEET IN MIND, 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 Till STAKES ON EACH LEG OF THE CHANGE OF DIRECTION. vRlrulVr-- -nro O% SCALE: NOT TO SCALE 1OOF-SUPPLY HEADER 20PRE-INSTALLED MRS FITTING QPVC DRIP MANIFOW FROM RUN BIRD CONTROL ZONE VALVE KIT (SIZED TD MEET LITERAL ROW DEMAND) ®RAN BIRD XFS SERIES DRIPUNE (1YPICM) O5 PERIMETER OF AREA ©PERIMETER DRIPUNE PIPE TY1 BE INSTALLED 2'-4' FROM PERIMETER OF PNFA ORUSH POINT (TYPICM) - SEE RUN BIRD XF) DETAILS FOR FLUSH POINT INSTALLATION OBARB X BARB INSERT TEE OR ELL: RUN BIRD XFF-TEE OR RAN BIRD XFF-ELBOW (TYPICAL) Q PVC RISER PIPE 10 PVC SUPPLY MANIFOLD 11 PVC SCH 40 SLEEVE RIPE SIZED TWICE THE SIZE OF MANIFOLD PIPE SIZE 12 PVC SCH 40 LEE OR ELL OYPICAL) 13 PAVEMENT AND CURB 14 MALE AMPMR INSERT 15 STUNLESS STEEL. DEBKER OR MURRAY CLUMP 18 OPERATION INDICAMR RUN BIRD MODEL OPERIND 1 PVC SCH 40 CAP 18 %F SERIES TIE -DOWN SfPl4E5 (iDS-050) RERR TO RUN BIRD DRIPUNE DESIGN GUIDE FOR PROPER SPACING XFS Dripline Maximum Lateral Lang"rs (Fe" IMMPressurapl IT spinal Is'B 24'Sol Nominal Flow(aPll) es 03 Nonomi Flowisph) DA 0.9 Noon"Fbx(l OA Da 15 273 IN 314 MO 421 322 20 318 169 359 204 me M0 3D No 230 413 95D 586 414 40 385 MS 4n 4ce 052 474 58 417 285 528 420 720 488 00 no 290 596 455 ISO 514 PLAN VIEW Notes: 1- Install back -ow cage per manufacturers specifications and recommendations. 2- See backgow prevention device detail for reference. 2. Lock box shall be located above concrete footing 3- Contractor shall provide a lock as approved by the Owners Representative. BACKFLOW PREVENTER - TYPICAL BACKFLOW COVER INSTALLATION SCALE: NO I I O SCALE Finished grade. 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 Conduit if required. 3- 2-wire irrigation wire shall be installed in Sch. 40 PVC elecnical Conduit. 4- Detectable locator tape shall be located six inches (6") above the entire mainline run. Pavement. Non -pressurized line (lateral line). Detectable locator tape. line (mainline). B TRENCHING - IRRIGATION TRENCHING UNDER GRADE C-707 SCALE: NOT TO SCALE A.1 Clean backfill, 95% relative compaction under paving or per civil engineers 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 initiation legend for mainline sae and type. 2-AIL sleeves shall be SW. 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 ran Continuously from the end of the sleeve to finished grade. I RCIV%.9 F111VV - IRRI1 SCALE: NOT TO SCALE REVISIONS REV DATE COMMENT 1 10/29/2021 PER ISP COMMENTS 2 01/21/2022 PER COUNTY COMMENTS flRTY� 3 04/08/2022 PER COUNTY COMMENTS 4 08/09/2022 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. APPROVED FOR CONSTRUCTION THIS DRAWING IS INTENDED FOR MUNICIPAL ANO/OR AGENCY REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION DOCUMENT IT 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 UDcl; �IQ PROPOSED LOCATION 1636 SEMINOLE TRAIL ALBERMARLE COUNTY CHARLOTTESVILLE, VIRGINIA 22901 BOHLERI 2150 ASHLAND RD. SUITE 200 RICHMOND, VIRGINIA23146 Phone: (804)893-8200 VA@,BohlerEng.com NICHOLAS T GEO GAS Cert. No. 001653 9y0 V 8/27/2021 s�'M9 PE A. SHEET TITLE: IRRIGATION NOTES AND DETAILS SHEET NUMBER C-706 REVISION 4 - 08/09/2022 NEW from Dekorra Products BACKFLOW ENCLOSURES LARGER SIZE MODEL 302-BGFC3 'th standard foam inserts DEKORlU ROCK&ENCLOS N Durable polyethylene construction H Two-piece design with easy lift-off access IS ASSE Standard 1060 approval on all three classifications of protection 33 Built-in double -locking hasp Insect -resistant ventilation media E) MODEL3M1 Ta with M{mhNM11o{m Imart{ FOR OUTDOOR INSTALLATIONS Our insulated and uninsulated enclosures are designed primarily for the backflow market and fit 3k"-2" backflow assemblies and pressure vacuum breakers. Available in three configurations: 1 Dekorra box and base only; 2 Dekorra baddlow box and base with an P 9 ) Y. ) 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 a CLASS I (CI) - 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 I1 (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 33°F. x CLASS III (CC,) - Non -freeze protection. Dekorra Enclosures Class III and III-V are designed and constructed to provide system security for components when freezing EroDFi 3otae-cv temperatures are not a consideration. BF-VR54-2111 MODEL 301 MODEL 302 ASSE CLASSIFICATIONS: CLASS 113(0)(non-insulated) CLASS It (0) (insulated) CLASS 1(Cl) (insulated & heated) MODEL 301 weight 1516sw5l unitr per rase Hei9M'26.5' "Model ® Model 301-BG-C3 UPC 6 56803 33012 9 Model 301-BG-C2 UPC 6 56803 23012 2 Model 301-BG-Cl MODEL 301-BG.C3 UPC 6 5680313012 5 ® Model 301-GT-C3 UPC 6 56803 330112 Model 301-GT-Q UPC 6 56803 230115 Model 301-GT-Cl MODFl30iG UPC 656803130118 Model 301 Cagewe e" Model 301-GT-CV UPC 6 56803 630113 Model 301-BG-CV UPC 6 56803 63012 0 MOD[L 301-aGCV This enclosure's base has a solid floor for mounting a pump. 111321 Dimensions: 331 x 16.5-W x 26.5"H Model 321-GT UPC 6 56803 030111 Model 321-BG UPC 6 56803 03012 8 mu I 27i L II� 48.0 7.0 MODEL 302 I weeght 25115 units per case MODEL 302431 COLOR OPTIONS: Choose Brown Granite BG or Green Turf GT STANDARD OPTIONAL :a Foam Inserts Metal Vents Model 701-FV Model 701-MV Foam inserts for Optional metal grate ventilation are included vents for additional 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 302-1113-0 UPC 6 56803 33022 8 Model 302-BG- 2 UPC 6 56803 230221 Model 302-BG{1 UPC 6 5680313022 4 Model 302-GT-C3 UPC 6 56803 330211 Model 302-GT-C2 UPC 6 56803 230214 Model 302-GT-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 solid floor for mounting a pump. Model 322 Dimensions: 4A-L x 17-W x 27.5-H Model 322-GT UPC 6 56803 030210 Model 322-BG UPC 6 56803 03022 7 �,h1 DEKoRRA Webl: in o@deko www.dekorraproducts.com info�dekorraproducts.com IM t�«r www.dekorraproducts.com Call Toll Free: 888.635.8585 MADE IN MELIM aaDMAIE°OFF,w D RA1JV*B1RA0(:F). WR2 Series Wireless Rain/Freeze Sensors Superior Signal Reliability and Ease of Use The Rain Bird Wireless Rain 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 If r and extends irrigation system life byaulkinn i- master valve) "e tally sensing precipitation and interrupting irri- • Electrical rating suitable for use with up to k ? gation during rain and lowtempeature events. six 24VAC 7VA solenoids plus an additional - - Programminglogiccansuspendinigation master valve or pump start that does not usingthe"Quick or the Q exceed 53VA s amount ofrainfall exceeds the rainfall set point • Controller lnterfaceWire: 30"(76 cm) length of - l$ Ukewise,the Wireless Rain/Freeze Sensorwill #22 gauge(0.64 mm) UV resistant extension IL IQI� suspend irrigation when the system reaches a wire 7 ` programmed lowtemperature set point .UL, cut, CE, C-Tick, and WEEE certifications + - Features & Benefits Enhanced • FCC approved spread spectrum 2 way radio transceivers with FCC Class B B'"O R 1 ■ antenna array providesapprovals„xi e superior signal reliability that overcomes •Signal transmission distance of 700'Line of most line -of -sight obstructions Sight - in 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 inConvenient adjustment and monitoring Mechanical Properties • Sensor Length: 5.8"(14.7 cm) of rain or freeze settings at the controller •Attachment Bracket Length:4b"(11.7 cm) interface • Adjustable rainfall settings from 1/8"-12° (3 -13 rum) •Distance between Mounting Holes:425" in Simple battery replacement requiring no (10.8 cm) tools or need to disassemble sensor • Adjustable low temperature settings from 33"F - 41"F (0.5" - 5"C) • Horizontal displacement (bracket + fixed ball ■ Highly intuitive icon-criven controller •Threeinigation modes to select: Programmed, arm):55"(14.Ocm) interlace simplifies programming Suspend Irrigation for 72 hours, Override ide or � Parts in Easy to Install, self -leveling sensor bracket sensor for 72 hours •WR2 Battery-#6510095 mounts to flat surfaces or rain gutters •"Quick Shut(Nf"suspends active irrigation • WR2 Disk Assembly - #63781 OS in 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 Ofr'interrupts active irrigation cycle during a rain event Dimensions ' ' • ' • • - WR2 Controller Interface WR2 - RC Models •Wdth: 3.1"(7.9 cm) Product Models Description • Length: 61 an) Model North Americe(916 MHz) WR2-RC Rain Combo • Depth: 1.7"(43 cm) WR2 RC Rain Combo RFC Rain/Reeze Combo WR2-RFC Rain/Freeze Combo . Distance between Mounting Holes: RS: Rain sensor Only WR2-R5 Rain Senses Only 625"(15.9 cm) RFs: Raindkeeze Sensor Only WR2-RFS Rain/Freew Sensor Only RiNb RarNFreeze Controller Interfaceonly WR2-RFI Rain/Freew Controller International (868 MHz) InterfaceOnly RC43M Rain Combo RFC -NO: Rain/Freeze Combo Specifications The wireless rain or rain /freeze sensor shall employ an electro-mechanical actuating mechanism designed to cause a circuit interrupt if programmable low temperature or rainfall set points are satisfied. Satisfied set points cause the device to temporarily suspend the irrigation controller schedule. As environmental corl 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, or alternately, 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 of sufficient capacity to be used with a maximum of six 24VAC 7VA solenoids plus an additional mastervalve or pump start that does not exceed 53VA The wireless rain sensor shall incorporate a provision that allows the insallerto select from several rainfall or low temperature settings that can be programmed through the use of Icons on a controller interface. A sensor LED shall com- municate si nal stren strength during the installation9 9 9 Process. The Rain Bird Rain or Rain / Freeze Sensor shall be manufactured by Rain Bird Corporation, Glendora, California. Rain Bird Corporation 6991 E. Southpoint Road Tucson, AZ a5756 Phone: (520) 741-6100 Fax (520) 741-6522 r rt' .' Versatile Mounting Bracket Rugged self- Z leveling bracket maintains rain sensor orientation Battery replacement requires no tools E^11. '`' r .nm RA/AIV I&RD ai • t Robust Internal antennas — 4 11 - N for superior aesthetics RAM4BAWD. Rain Bird Technical Services (800) RAINBIRD (1-800-724-6247) (U.S. and Canada) e rBlyd forpoatlon a 2009RamBird Corporation 10439 Rain Bird Corporation 970 West Sierra Madre Avenue Azusa, CA 91702 Phone: (626) 812-3400 Fax: (626) 812-3411 Specification Hotline 800-458-3005 (U.S. and Canada) Rain Bird International, Inc. 1000 West Siena Madre Azusa, CA 91702 Phone. (626) 963-9311 Fax: (626) 852-7343 www.rainbird.com RAIA04B/RD, Tech Spec ESP-LXME Controller ESP-LX Series Controllers N, ') r+jf The popular Rain Bird ESRLX Series commercial Controller Features s'�5 c' • • ■ ■ controllers have been Enhanced to provide addi- + .-.1 • LargeLCDdis la with etas to navigate soft 1 •t9� tional features and cation capacity.TheESP-LXME p ly y g +Ne user interface Y' Enhanced Controller provides Flowsonsing and •+' management with modular station Capacity from down the coneable modulo, oad /r needopower ''+ , down the controller toadd/remove modules 8to48 stations. Station modules am available in4-, +y'-• Dynamic station numberingeliminates station . 8-, and 12-cation models. numbering gaps � � � 1 —I • Weather Sensor input with override switch Applications • Mastervalve/pump start circuit The ESP-LXME provides fleelblefeatures and • 6user-selectable languages • Non -Volatile 10o- rprogram modular o 'ons that make the controller ideal ( ) options Yea memory forawide variety ofaPPlirations including light- • Standard 10kV surge protection commercial,commercial, and industrial irrigation • Front panel is removable and programmable Electrical Specifications systems. Modular options indude modular station under battery power Input required: 120VAC d: 1036, 6OHz capacity, flow sensing, metal case and pedestal, (International models:230 VAC t 10%, 50Hz or Water Management Features ETC ManagerSmart Crridge, and NCCNetwork g 6OHz; Australian Models- 240VAC±1096,50Hz) Control Communication Cartridges. Thew options •Optional Flow Smart Module- with Learn Flow Output 265VAC I.9A field installed n n enhance utility and flow usage are ed sa ed and upgrade d P9 ty 9 Power backu : Lithium coinu4l battery aY the ESP-U(ME atany time inthe future. FloWatch- protection for high and low Flow maintains time and date while nonvolatile conditions with user defined reactions memory maintains the programming Easy to Use FloManager' manages hydraulic demand, Multi -valve capacity: Maximum five 24VAC, TheESP-LXMEController util¢esthe Rain Bird ESP making full use ofavailable water to shorten 7VA solenoid valves simultaneous operation TheESmpleEConammingusestheRac Bird ESal, total watering time inducing the master valve, maximum two Extra -Si"" switches, and buttons interface which Rain Bins SimulStationsare programmable to allow up solenoid valves per station first introduced in the early 1990Y is Easy to learn to 5 stations to operate at the same time Water Windows by program plus Manual MV Certifications and use and has become astandard controller interface for the ingation industry. The large LCD Water Window UL CU4CE, CSA, C-Tick FCC Part 15 • Cycle+Soakm by station display incorporates softkeytac[labels for the lot- Rain Delay Dimensions ton functions ratherthan dedicated buttons. • 365-Day Calendar Day Off Width: 14.32 in. (36,4 cm) Multiple language support allows the end -user Programmable Station Delay by program . Heght12.691n.(32,2cm) a maintenance personnel to interface with the Normally Open or Closed Master Valve . Depth: 550 in.(14,0 am) controller in their primary language. Userselect- programmable by station able languages include English, Spanish, French, Weather Sensor programmable by station to German,Itallan, and Portuguese. Date, time, and preventorpause Watering unit formats are also user configurable. Program Seasonal Adjust • Global Monthly Seasonal Adjust Easyto install Diagnostic Features The ESP-LXMEController has a spacious case and Alarm light with external case lens quick-conneatenninalsmaking installation fast Electg diagnostic circuit breaker ESP-LXME ESPLXMSM4 and easy. Multiple size wiring knockouts are pro- Program Progamsummaryand review vided on the bottom and backside ofthe rase to adapt to a wide variety cfwidng applications.The Base Station Modules I>a dwrandfront nelammmmables ftowa0 RAVariableER-staprogam BASTER'"statiOn wiring test Smart Moduile Flow Smart Module ESPLXMSM4: be easily mounted to the wall. Operating Specifications ESP-SLXME: &5tadon bare 4-Station Module ESPLXMSMe: • Station timing: 0 min to 12 him 8-Station Module Controller Hardware Seasonal Adjust 096to 300%(16 him maximum ESPLXMSM12: • Plastic, locking UV roistantwall-nwum case station min time) 12 Station Module • Optional painted steel and stainless steel rases 4 independent programs (ABCD) Rase Controller with FSM-LXME Ped and pedestals ABCD rams can overlap programs P Flow Smart Module • 8-, or 12-stations base unit expandable to 48 8 start times per program ESP-] 2LXMEF 12-staonbas. 12-station base Flow Smart Modules stations with 4-, 8-, & 12-Station Modules Program Day Cycles include Custom days ofthe FSM-LXME Flow Smart • Flow Smart Module -factory installed orfield week, Odd, Ocli Even, & Cyclical dates Module upgradable Manual station, program, test program RA/N�kB/RD Specifications day cycle. (Custom, Even, Odd, Ocli & Cyclical). Module features shall include a FloWatch team Flow The ESP-LXME Controller shall be ofa hybrid type that Days set to Permanent Day Offshall override the Utility which leams the normal flow rate ofeach sta- combino electruH-rimhanical and microelectronic or- normal repeating schedule and not water onthe tion. Each timethe station runs FloWatch compares cuhryapableoffullyautomaticormanmiopeMtion. specfied day(s) ofthe week The controller shall also the current real-time flow rate to the learned rate The comrollershall be housed in a wall -mountable, havea Calendar DayOfffeature allowing the userto and takes user defined actions if high Flow, low flow, weather -resistant plastic Cabinet with a key-loddng select up to 5 dates up to 365-days in the future when or noflow is detected. FloWatch shallautomatially cabinet door suitable for either indoor oroutdcor the controller shall not start programs. The controller determine the location ofthe flow problem and iso Installation. The controller shall have the ability to shall incorporate a Rain Delay feature allowing the late the problem by turning off the affected station or be programmed and operated in any one ofsk usero setthe numberofdays the controller should mastervahre. FloWatch shall be compatiblewlth both languages: English, FRI remain off before automatically returning to the auto normallyclosed and open masterwIves AManual &Portuguese. The isplayh,allsho programming shay programming mode MasterVakRWaterWinclows shall be provided to ing instructions options and operating instructions in the chosen The mntrollershall have CydeKoakwater manage- coordinate daytime manual watering with the flaw sensing This Water Windows shall offer programmer - language without altering the programming or merit software which is capable ofopersting each sa- ble days of the week and manual watering additional operation information. tion for a maximum cycle time and a minimum soak flow rate The controller shall have a base station capacity of time to reduce water run-off. The maximum cycle 8 or 12 stations well as 3 expansion slots capable time shall not extended by Seasonal Adjustment The controller shall have an alarm indicator light on of receiving cation modules of4,8, or 12 stations to The controller shall incorporate aFloManager the front panelvisible through the outer door with oemptthe door closed locked. shall he talightore create a controller capacity ofupto48 stations. All feature providing real-time Flow, power, and station prompt benditioselectthe alarm sohkeyto review alarm stations shall have the capability of independently management FloManager shall manage the number the alarm condition(s). obeying or ignoring theweathersensaas well as ofstations operating at any point in time based on using a nut using the master valve. Station timing water source capacity, station flow rate, number of The mntroller shall be compatible with the ETC-LX ET shall befrom 0 minutes to 12 fours. Thecontroller valves per station; user -defined simultaneous stations Manager Cartridge which upgrades the corurolleroa shall have a Seasonal Adjustment by program which per program and for the controller. FloManager shall Smartcontroller. A weather service signal received by djuststhe station min timefrom Oto 300% in 1% incorporate the abilityto provide station priorities tothe cartridge shall automatically adjustthe individual increments. Thecomrollershall also have a Monthly determinethe order in which stations shall operate. controller program day cycles and station run times to Seasonal AdjustmentofO to 300%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 fours the lower priority stations last when FloManager P rib'ThewvdlersMlbecanpadWwiththel7Platform Thecontrolk:rshall have4se race and irde dent Pa Pen is enabled. FloMana ershallbeano [ion that is 9 P disabled default and the controller shallo cote by operate utilm NCC NeIwakCommublca6on The rg Carowifit programs which can havediherentsarttimes,sort runes in order of station number, carted with the NCC Carnidge shallpwidemmmNatmwilhtfre IQ d es, and cation run times. Eachprogram set to irrigate and ending with lowesg g nest Central CampurerardothermmdFrsviaauarktyof shall have up to 8 start times per day faaoal of32 all ha the hi nub erzozone the highest numbermne. mmmuricationoptions (DirectConnectCable, Phor1G possible sarttlmes perday. Theo programs shall be GPRSrCellular EthLrrletWFLRadxxand K1Ne[ allowed oOverlap operation based on user defined The comrollershall offer Water Windows for each CommunicationCzble). ThelQ Platform slid settings control the number R9 program. This function sets the allowed start and P o9 provide remotecomputercontrd of the Coroaller per stations am and forthe controller. so time wherewaterin is allowed. lfthewatedn P 9 9 providing auomaticamanual program adjrLstments The conlrollershallallow upro5valves rooperate cannot becompleted bythe time the Water Window simultaneously per program and total fatheconi closes, the stations with remaining run time are The controller shall offer an optional meal cabinet ler including the mastervalve/pump start circuit The paused and watering automatically resumes when and pedestal. mntrollershall havean electronicdiagnostic dicult theWaterWindow, opens the next time. The controller shall beas manufactured by Rain Bird breaker that shall sense a station with an electrical The controller shall offer a Flow Smart Module option Corporation. overload or short circuit and shall bypass that station which adds flow, sensing functionality.The Flow and contnueooperareall other stations. Span Module sensor input shall accept adirect The comrollershall have a 365day calendarwith inplrtfromaFlow sensor with noflow Baling device Permanent Day Offfeture that allows a day(s)ofthe required. weekto be turned offon any user selected program Rain Bird Corporation 6991 E. Southpoint Road Tucson, AZ 85756 Phone: (520) 741-6100 Fax: (520) 741-6522 Rain Bird Technical Services (800) RAINBIRD (1-800-724-6247) (US. and Canada) 0 Registered Trademark of Rain Bird Corporation 02015 Ram Bird Corporation 10/15 Rain Bird Corporation 970 West Sierra Madre Avenue Azusa, CA 91702 Phone: (626) 812-3400 Fax (626) 812-3411 Spacifcaton Hotline 800-458-3005 (US. and Canada) Rain Bird Intonational, Inc 1000 West Sierra Madre Ave. Azusa, CA 91702 Phone. (626) 963-9311 Fax(626)852-7343 The Intelligent Use of Water' wwwu'ainbird.com 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 IL to 48 stations in 4-,8-or 12-station increments. With a single ESP-LXME Controller, oucannowtacklealmostanY 9 hi h-endjob. Y No-nonsense installation. Modular, plug -and -play design makes adding stations a snap. Install 4-,8- or 12-station modules in 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 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. memo To learn more about the new ESP-LXM 12-Station Module, talk to your Rain Bird sales representative. RAAIAAF-B/RD. 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-SM12 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 NumberingLabels and Instructions shown below are included with - ( ) each 12-Station Module individual carton INS modules per master carton). ( P�I 0 0. C{ 'u ® As AND cap ae Al IAe AN AN Act a{ a 0 rpp/N:t&� ,.... "•'••— �' - fl IJIMS due e j` ; n. I' F• y o WiAI I " ®^ A PIS I No ems: IIIIII �. sW 0 LJ ( ss ^,w q # §0a •V ;,� act{{ {o A. { {L {{{{o J 0 m DJ c F � W wlEDW� ;�wwWO;w W Q 2 0 w Z 1>z0W rn0 i � 2 Q ¢ Z ¢ u)2WZFH Z ¢ Q ¢ ~ O U F a �J0C3� W Z Z a¢ D_ J REVISIONS REV DATE COMMENT BY 1 10/29/2021 PER ISP COMMENTS PER COUNTY 2 01/21/2022 COMMENTS flRTY PER COUNTY 3 04/08/2022 COMMENTS PER COUNTY 4 08/09/2022 COMMENTS • I Know what§ below. Call before you dig. ALWAYS CALL 811 It's fast. It's free. It's the law. 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 DO�Qa�aQ PROPOSED LOCATION 1636 SEMINOLE TRAIL ALBERMARLE COUNTY CHARLOTTESVILLE, VIRGINIA22901 BOHLERP 2150 ASHLAND RD. SUITE 200 RICHMOND VIRGINIA 23146 Phone: (804)893-8200 VA@BohlerEng.com �,P,LTH OFL �NICHOLAS T GEO GAS Cert. No. 001653 7?'� � 8/27'2021 �� scq PE ARG�� SHEET TITLE: IRRIGATION RAIW\*BAYROD NOTES AND D900306E0 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 4 - 08/09/2022 m 0 n U 0 0 3 A RA/"B/RV PEB and PESB Series Valves Designed to Outperform. Engineered to Outlast. Pressure surges? Effluent water? Clogging • Flow with PRS-D: 5 to 200 gpm debris? No problem. PEB and PESB Series 1.14 to 45.40 m341.192 to 757 Vm valves offer long life and efficient trouble- • Temperature: u to 10F 66°C free performance -even under harsh condi- tions. Constructed of heavy-duty, glass -filled Electrical Specifications nylon, these valves resist clogging. And the . Power: 24VAC 50/60 Hz(cycles/sec) PESB model features a patented scrubber to solenoid activetyfightdirt debris and particles. • Inrush current 0.41 A (9.84 VA) at 60 Hz • Holding cumdnt O.14A(3.43VA)at60Hz Features • Coil resistance: 30-39 Ohms • Body constructed of durable glass- • Compatible with 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 Flow GPM I. 1'h" 2"" PEB 150-PEB 2PEB • One-piece solenoid design with captured 0, 5 os - - - plungerandspringforeasyservicing. 03 1.0 - - Prevents loss ofparts during field service 1 1.3 - - • External bleed protects the solenoid ports 10 118 - from debris when system is flushed 20 2.9 3.9 - • Internal bleed operates the valve without 30 5.6 3.6 - 40 0.0 3.5 allowing water into the valve box allows 50 15.6 3.6 4.8 pressure regulatorto be adjusted without 75 - 5.4 4.5 turning on the valwatthe controllerfirst 9 125 - 14. 8.2 100 - 9.6 5.2 • Lowflowoperating Capability(0.25 gpm; 150 - 21.2 11.8 0.06 ma/h; 1.21/1 for a wide range of 175 200_ - 15.5 a lications For flows below m 1 PP gP 0.14 i ft 19.21/1 or any Xengation application, install Rain Bird Yfilter upstream now Flow 100-PEB 150-PEB 200-PEB • Slow closing to prevent water hammer and mail) Nm 2.5 cm 3.8 cm 5.1 cm subsequent system damage 0.06 03� 5 0D9 - - • PESB only: Scrubber scrapes its stainless 0.6 10 0.10 - - steel screen clean to breakdown grit and 1.2 3 20 0.12 - 50 0.15 - - plant material. Prevents debris build-up 6 100 032 026 and dogging 9 150 0.68 0.24 - 200 - 026 033 Options (order separately) i2 5 18 250 - 0.33 300 0.42 032 0.32 • Accommodates optional, field installed 21 24 350 - 0.57 400 0.74 0.34 0.41 PRS-D pressure regulating module to 27 450 - 0.92 0.51 ensure optimum sprinkler performance 30 500 - IA4 0.61 purple flow control handles for • Optional le P P P 33 36 60 - 1.3s 50 - - 0 0. 0.9077 non -potable water applications 39 650 - - 1.04 - PEB-NP-HAN1(11 42 700 - - 1.18 - PEB-NP-HAN2(1'h"and 2'1 45 757 - 1.34 • Accepts latching solenoid for use with New Rain Bird batte battery -operated rY-oPe P n[msesalewilhdowrontMNlyapan 2)vawmadwemammaneedrreanna"mn9e, to 150 psi (1035 bar) �••^•'^a'a N RaN Ndremmmends aowmres in MesupptyanerrotroemedlSN"c Operating Range Q.M MAin Diet to redeee thz eBece o7wpM Fammn. afwflwrsbelow59gnn.14 m'k 1911UM,Pan &'Nremmmmdsuxo{ • Pressure:20to200psi(138tol320bar) • Flow:0.25 to 200 gpm (0.06 to 45.40 m3fi; a faflowsbdow IOgpm (2.7Jmih'378Um)P"In Bldrecammends Me �n,onea,rembenlrneeeol.nmohumm,nammehlNnpenpminan. 12 to 757 Vm) Specifications Tech Spec PESB Cutaway Dimensions Size Height Length Width 100 61h"(165cm) 4"(102cm) 4"(102cm) 150 r(203 cm) 6"(152cm) 6"(152cm) 20D V(203 cm) 61 61 Ni The psis-D option adds 15.1 an) ro mite hedi Models • 10OPEBand100PESB 1" (26/34) • 15OPEBand150PESB 11h" (40/49) • 200PEBancI2OOPESB 2" (50/60) B5PthreadsnwibblespedlywitenoMeong. How To Specify 11 � sue Model Optional Feature 100:1"O6ld4) PER Pla ial: pressure 150:11h"(40/49) PeEksoumer regulating module 200:2'(5w60) model (mustbeordered s rat 1 rro Sly Note:VoWre dPRS-DialmodulemustbeorderedsePa- mtely.Fmnon-U.Sapplication;itisnx mgrospxify NPTor BSP thread type RA/N�kB/RD. The electric remote control valve shall be a Optional Feature Specification normally closed 24VAC 50/60 Hz(cydes/sec) PRS-D Pressure Regulating Module: solenoid actuated globe pattern design.The valve pressure rating shall not be less than 100PEB-PRS-D 100PE56-PRS-D 200 psi It 3.80 bar).The valve shall have the 150PEB-PRS-D 150PESB-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, I Ih" Pressure loss not to exceed:_ psi bar and 2"electric remote control plastic valves shall have a pressure regulating module The valve body shall be constructed of (PRS-D) capable of regulating outlet pressure heavy-duty glass -filled UV -resistant nylon and between 15 and 100 psi (t3 psi) (1.04 and 6.90 have stainless steel studs and flange nuts; bar(t0.21 bi diaphragm shall be of nylon reinforced nitrite The Pi module shall have an adjusting rubber. knob for setting pressure and Schrader valve The valve shall have both internal and external connection for monitoring pressure. The manual open/dose control(intemal 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 electricallyactivated. the solenoid.The valve's internal bleed shall preventflocxting ofthevalve box. Non -Potable Flow Control Handle* The valveshall house a fully -encapsulated, PEB-NP-RANI-Fits 1" one-piece solenoid. The solenoid shall have a PEB-NP-HAN2-Fits 1'h"and 2" captured plunger with a removable retainer When so indicated on the design, the valve for easy servicing and a leverage handle for shall have a purple flow control handle to easy turning. This 24VAC 50/60 Hz solenoid indicate to the user that non -potable water shallopenw(th 191 minimumat200 psi is being used. There shall be no difference (13.80bar).At24VAC, average inrush current between the black and purple handles except shall not exceed 0.41 amps. Average holding forthe color. current shall not exceed 0.28 amps. •Ram BIM offers the PE511-R7eclulmed wam,.W and The valve shall have a brass flow control stem wnvaslonkits/orrecloimedsvateropprrcarion.PkoseseeTech for accurate manual regulation and/or shut-off SpecD373384 the Rain Bodoons g,ar natwwwminbrdiram formoreinfomlarion 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 (1.38 bar). The PESB valve shall have a self cle sning stainless steel screen designed for use in dirty water applications. The valve construction shall be such as to provide for all internal parts to be removable from the top ofthe valve without disturbing the valve installation. Rain Bird Corporation Rain Bird Corporation 6991 E Southpoint Road 970 West Sierra Madre Avenue Tucson, AZ 85756 Azusa, CA 91702 Phone: (520) 741-6100 Phone; (6255) 812-3400 Fax (520) 741-6522 Fax: (626) 812-3411 Rain Bird Technrcel Services Specification Hotline (800) RAINBIRD (1-800-724-6247) 800-458-3005 (U.S. and Canada) (U5. and Canada) 0 Registered Trademark of Rain Bird Corporation 02016 Rain Bird Corporation 4/16 vML vr__ - rr_o OCrXII SCALE: NOT TO SCALE Plastic Electric Remote Control FEB or PESB Valve (with PRS-D) Rain Bird International, Inc 1000 West Sierra Madre Ave. Azusa, CA 91702 Phones (626)963-9311 Fax (626) 852-7343 The Intelligent Use of Water" www.rainbird.com D3895OPEO Complete Zone Coverage Xerigation" 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 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 oftube and fitting blowouts • Pressure regulator built into the filter to minimize size (Look for the white dot) • Stand alone options RA1AFF],:*B1RD. • 20 Mesh 15-62 1000 to 4000 ft. 150-PEB Stainless Yes 40 PSI 1.5"x 1.5" 20.75" Jumbo GPM ofdripline Steel Length Rectangular XCZ-1501 (130 Micron) 200 Mesh 0.3-20 20 to 1300 ft. Stainless 14" Standard Y GPM ofdripline 100-PESB Yes Steel (75 Micron) 40 P51 1"x 1" Length Rectangular XCZ-100PRB-CAM 20S Mesh 0.3-20 20 to 1300 ft. 100-PEB Yes Stainless 40 PSI 1"x 1" 12" Standard GPM ofdripline Steel Length Rectangular XCZ-too-PRB-LC (75 Micron) 120 Mesh atimGPM 15-62 1000 to 4000 ft. 150-PESBR Yes Disc Filter 40 PSI 1.5"x 1.5" 23.5" Jumbo ofdripline 030 Micron) Length Rectangular XCZ-150-LCDR low 200 Mesh 0.3-20 20 to 1300 ft. 100-PESBR Yes Stainless 40 PSI 1"x 1" 10.5" Standard mean GPM ofdripline Steel Length Rectangular XCZ-100-PRBR (75 Micron) 200 Mesh 3-15 200 to 1000 h. Stainless 11" Standard GPM ofdripline 100-PGA Yes Steel 40 PSI 1„x 1" Length Rectangular xczr -too- F (75 Micron) or 10"Round 200 Mesh AA 3-15 200 to 1000 h. Stainless 10" Standard GPM ofdripline 100-DV No Steel 40 PSI 1"x 1" Length g Rectangular (75 Micron) octa Round XCZ-100 200 Mesh 0.2-10 13 to 650 ft. Stainless 10" Standard GPM ofdripline LFV-100 No Steel 40 p51 1"x 1" Length Rectangular XCZIF-100-PRF (75 Micron) or 10" Round 200 Mesh 13 to300h. Stainless 1 Standard GPM GPM ofdripline LFV-075 No Steel 30 PSI 3/4 "x 3/4" Length Rectangular or10"Round XCZ-075-PRF (75 Micron) Residential Control Zone Kits with Anti -Siphon 200 Mesh 3-15 200 to 1000 ft. Stainless 14" Above GPM ofdripline 100-ASVF No Steel 40 PSI 1"x 1" Height Ground XACZ-100-PRF 75 Micron 200 Mesh 0.2 - 5 13 to 300 h. ASV- N0 Stainless 30 PSI 3/4"x3/4" 14" Above GPM ofdripline LFV-075 Steel Height Ground XACZ-075-PRF (75 Micron) • Reclaimed consent of Ron Bird Corporation C 2020 Rain BlolCoppraeon 07120 v7••u_v � - n�.�- i uu-r SCALE: NOT TO SCALE N-1 267A Series 825YA / Horizontal Flow In - Vertical Down Flow Out Legend: A Overall lay length, outside dimension B Centerline of inlet shutoff to centerline of outlet shutoff C Centerline of assemble to top D End of inlet shutoff to centerline of assembly E Centerline 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 �� fa i�r��� •1 I) Dimensions - Weights Size: 3/4" - 2" (20 - 50mm) SIZE (DN) in. I manin. A mana B ram DIMENSIONS C D in. ramM.I D1 mm E M. I ram F M. mm G in. I mm kas I fins, N. 120 127h 327 12'ih 3118 4'1 114 3% 92 rai Na 4'r1 105 Th 89 1% 41 15.0 6.8 1 25 12 340 12'h 318 4'h 114 4 102 Na Na 41A 105 37h 98 1% 41 16.5 7.5 1'h 1 40 1 183A 467 17 432 1 6 152 5Y4 133 Na Na 5 127 4% 118 25A 67 38.0 172 2 1 50 1 19% 492 17% 448 1 6 152 57A 149 Na rya 5 127 5y4 133 25A 67 41.0 18.6 •G Dmendon are owed on mankind vertical flow In / venial ibw out configuration. Note: Al dimamers are amm i nne abwanoes must be made for normal manuhctunng mammon. Series 825YA / Horizontal Legend: A Overall lay length, outside dimension C Centenine of assemble to top E Centerline of assembly to outside of relief valve G Centerline of assembly to outside of flange Dimensions - Weights Size: 3/4" - 2" (20 - 50mm) M. mm A M. man B M ram C M. mm D M. ram D7 M. min E M. ram F M. ram G M. man lbs. I fire y4 20 15'h 394 Na Na 4'h 114 Na Na Na t✓a 4% 105 n/a Na 1% 41 15.0 a' 1 25 16'/4 413 Na Na 4'h 114 Na Na Na ni 4% 1: Na n/a 1% 41 113 7.5 1h 40 22 559 Na Na 6 152 Na rule Na Na 5 127 Na n/a 2% 67 38.0 172 2 50 23% 594 We ri 1 6 162 Na Na We Na 5 127 Na Na 2% 67 1 41.0 1 18.6 G Oimelaon MS boned on stax wit mad flax in / venial now our configuration. Nate: Al dimendam are appmorreN. abwaxm must be made for mmW manufacturing tolerances. Typical Installation The FEBOO Series 825YA provides versatility in installation because it can be installed in any of four configurations. The most typical configuration is shown In the vertical up flow inAtertiea) down flow out diagram. This provides for an extremely short lay length which is advantageous in areas of limited space for installation within a protected enclosure. Cost savings can be realized due to the reduction in materials needed such as nipples, elbows, unions, and size of the enclosure. With the integral flanged union connections, the assembly can be removed from the line for freeze protection without a spool substitution. It is not recommended that any backflow prevention assembly be removed from the line for maintenance unless assurance can be made that a spool cross -connection cannot be substituted. The flanged union connection mounted at 45 degrees will provide this assurance. The FEBCO Series 825YA is shipped in the configuration shown in the vertical up tow/vertical down flow out diagram, but can easily be modified to the three other configurations (shown on inside of this specification sheet) simply by removing the bolts to rotate the end adapters. With arty configuration, material and labor savings can be achieved. The FEBOO Series 825YA is the only Reduced Pressure Zone Assembly which provides these options in a compact, integral assemby. All internal components are interchangeable with the FEBCO Series 825Y providing the same ease of maintenance and reliable operation. Reduced Pressure Zone Assemblies should be installed with a minimum clearance of 12" (300mm) between port and floor or grade. They must be installed where discharge will not be objectionable and can be positively drained away. They should be installed where easily accessible for testing and maintenance and must be protected from freezing. Thermal water expansion and/or water hammer downstream of the backflow preventer can cause excessive pressure. Excessive pressure situations should be eliminated to avoid possible damage to the system and device. Sideylewdassa In wNlcal in / Mtn cwNAUMibn Mahctlw EnWare Wye Strainer Optional 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 1AfUM Brand ES-F-825YA 1614 Capacity "Pa P" 1"(25mm) 138 20 103 15 69 10 34 5 0 10 20 30 40 So 60 (9pm) 0 38 76 114 276 345 414 rpm) 5 Ig 10 15 20 (fps) 1.5 23 3.1 4.6 6.1 (MPS) Ift gel 11/2" (40mm) 13B 13B 2a 112 15 69 10 34 5 0 0 � 80 1 W 120 (gam) 138 He 414 552 m 827 rpm) 5 Eg 10 15 (fps) 1.5 23 11 4.6 (mpg) "Pa psi 2" (50mm) 138 20 103 15 69 10 - 0 40 80 120 160 200 240 5 0 276 552 827 1103 1379 1655 5 Ig 10 15 1.5 2.3 3.1 4.6 It 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. USA: Tel: (800) 767-1234 • Fax: (800) 788-4491 • FEBCOonline.can Canada: Tel: (905) 332-4090 • Fax: (905) 332-7068 • FEBCDonlirsai Latin America: (52) 81-1001-BBW • Fax: (52) 81-8000-7091 • FEBCCmIIne.cam 0 2017 FEBCO Job Name Job Location Engineer - Approval - Series 825YA Angle Pattern Reduced Pressure Zone Assemblies Size: 3/4" - 2" (20mm - 50mm) The FEBOO Series 825YA Reduced Pressure Zone Assemblies are used to protect against toxic fluids in water services to industrial plants, hospitals, morgues, mortuaries, and chemical plants. They are also used in irrigation systems, boiler feeds, water lines and other installations requiring the highest level of mechanical protection. End connection - NPT ANSI/ASME B1.20.1 Features • Installation versatility simplifies new and retrofit installations. • Eliminates pipe elbows, nipples and unions from the installation. • Reduces installation time, labor costs and materials. • Compact design simplfies retrofit. • Integral flanged union connections allow assembly to be removed from the line for freeze protection or maintenance without the danger of spool substitution. • Approved by the Foundation for Cross -Connection Control and Hydraulic Research at the University of Southern California. • Modular relief valve and check valve internal components for ease of maintenance. • Smaller, less costly protective enclosures can be used to provide freeze and vandalism protection due to compact size of valve. • Field tested design for reliability and performance. • Replaceable seat rings for longer valve life. • Low head loss for optimum performance. Operation In a flow condition, the check valves are open with the pressure between the checks, called the zone, being maintained at least 5psi (34 kPa) lower than the inlet pressure. The relief valve is held closed by the pressure differential. Should abnormal conditions arise under no flow or reversal of flow, the differential relief valve will open and discharge to maintain the zone at least 2psi (14 We) lower than the supply. When normal flow resumes, the zone's differential pressure will return and the relief valve will close. Approvals - Standards • Approved by the Foundation for Cross -Connection Control and Hydraulic Research at the University of Southern California. • ANSVAW WA C511 Conformance ® s1® N 1013 B64.4 Contractor Approval Contractor's P.O. No, Representative Specifications The reduced pressure zone assemblies shall consist of two inde- pendenty operating, spring loaded, "Y" pattern check valves and one hydraulically dependent differential relief valve. Should the differential between the upstream and the zone of the unit drop to 2psi (14 kPa), the differential relief valve shall open and maintain the proper differential. Mainline valve body and caps including relief valve body and cover shall be bronze. Check valve moving members shall be center stem guided. Relief valve shall have a removable seat ring. Check valve and relief valve components shall be constructed so they may be serviced without removing the valve body from the line. All seat discs shall be reversible. The assembly shall include flanged unions located between the mainline valve body and the ball valve shutoffs to allow for field removal for freeze protection or maintenance without danger of spool replacement. The assembly shall be rated to 175psi (12.1 ber) water working pressure and water temperature range from 32OF to 140OF ((rC - 600C). The assembly shall meet the requirements of the USC Foundation of Cross -connection Control and Hydraulic Research, Eighth Edition. The assembly shall be a FEBCO Series 825YA or prior approved equal. Materials Main valve body: Bronze Relief valve body: Bronze Bastomers: Nitrite Seat Discs Diaphragms: Nitrile, fabric reinforced Springs: Stainless Steel Pressure - Temperature Maximum working pressure:175psi (12.1 bar) Hydrostatic test pressure: 350psk (24.1 bar) Temperature range: 32"F to 140'F (0°C to 60'C) FEBCO FEBCO pmdRtspecacetlom In U.S. DaMmary unite and out are approximate and are plwitletl for reference only. Far praise measummelm, ply caRact F®CO Technical Service. FEBCO reserves the right he change or modify product design, mshuchm, specifications, or materials and i- out prior Dike and without incudng any obligation to make such changes and modifications on FEBOD products previously a subsequently add. A HfArr.S Brand Series 825YA / Vertical Up Flow In - Vertical Down Flow Out Legend: A Overall lay length, outside dimension B Centedine of inlet shutoff to centerline of outlet shutoff C Centedine of assemble to top D End of inlet shutoff to centerline of assembly D1 Centedine of assembly to end of outlet shutoff E Centedine of assembly to outside of relief valve F Bottom of relief port to end of inlet shutoff G Centedine of assembly to outside of flange Dimensions - Weights Size: V4" - 2" (20 - 50mm) SIZE(DN) M. mm A M. ram B M. ram DIMENSIONS C D M. mm M. ram Did M. I mm E M. mm F 1A I mm G' M. mm WEIGHT 66. 1 age 37. 20 10 254 8'h 216 3Y4 83 47h 124 4% 118 4'rb 105 3% 89 1% 41 15.0 6.8 1 25 10'/. 280 8, 218 3'/� 83 5% 133 5 127 4'h 105 37A 98 1% 41 16.5 7.5 1% 1 40 1 14% 362 1 11'h 1 292 1 411 1 114 1 67h 1 175 1 61h 1 165 5 127 4% 118 2% 67 3B.0 17.2 2 1 50 1 147h 378 1 111h 1 292 14$ 114 1 Th 1 191 1 71h I not 5 127 5'% 133 2% 67 41.0 1 18.6 G Dmla ealebaxtl ansacoatw1Malflax FInd NcslflowoNormal manufa Nam: al8rwmbm are epgodrrete. akmemes mum be own for normal manufacturing nkrmcm. Series 825YA / Vertical Up Flow In - Horizontal Flow Out Legend: A Overall lay length, outside dimension B Centerline of inlet shutoff to centerline of outlet shutoff C Centedine of assemble to top D End of inlet shutoff to centerline of assembly E Centedine of assembly to outside of relief valve F Bottom of relief port to end of inlet shutoff G Centedine of assembly to outside of flange ter• (r(CC !"�, JIIIII Dimensions - Weights Size: 3/d' - 2" (20 - 50mm) SIZE (ON) DIMENSIONS WEIGHT M. mom A in. man B M. mm C M. mm D M. mm D1 au ram E M. mm F M. mm G' M. ram lbs. 7/4 20 12% 321 1 1Ph 302 4'h 114 3% 92 Na Na 4'h 105 3% 89 1% 41 15.0 6.8 1 25 13'h 339 12% 311 4'h 114 4 102 Na Na 4'h 105 37h 98 1% 41 185 7.5 1Y22 40 18 457 1 16% 422 6 152 1 5'/4 1 133 Na n/e 1 5 1 127 1 4% 1 118 2% 97 3B.0 1 17.2 2 50 19 483 1 1714 438 6 152 1 57A 149 Na Na 1 5 1 127 1 5% 1 133 2% 67 41.0 1 18.6 •G Dmadon ale owed an Second yW kal rose in / wNc o flax at centimeter. Note: Al dimrebns She mountains. akmercm mum be made for narmd menuaoludng t0lavvm. J 0 m z EE W W W In Z W 0 ZjzcAU Z W H U W> Ur ZJUWcn jW Z r 0 1--0uJ(rGO F W Q 2 W Z >ZC)Wcn0 aiD2<<ZQ ZU2LUZFH 0ZLaf of< 0 H Q C.)o_ Z J 00 Z) U.]Z Z d Q > aJ of U W REVISIONS REV DATE COMMENT 1 10/29/2021 PER ISP COMMENTS 2 01/21/2022 PER COUNTY COMMENTS ARTY' 3 04/08/2022 PER COUNTY COMMENTS 4 08/09/2022 PER COUNTY COMMENTS 15 Know what's below. Call before you dig. ALWAYS CALL 811 It's fast. It's free. It's the law. APPROVED FOR CONSTRUCTION THIS DRAWING IS INTENDED FOR MUNICIPAL ANDIOR AGENCY REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION NL DOCUMENT UESS INDICATED OTWI HERSE. PROJECT No.: V211201 DRAWN BY: DSH CHECKED BY: RTY DATE: 10/29/2021 CAD I.D.: LSCP -2 PROJECT SITE PLAN DOCUMENTS FOR DOS[ aE PROPOSED LOCATION 1636 SEMINOLE TRAIL ALBERMARLE COUNTY CHARLOTTESVILLE, VIRGINIA 22901 BOHLERI 2150 ASHLAND RD. SUITE 200 RICHMOND, VIRGINIA23146 Phone: (804)893-8200 VA(MohlerEng.com TH r , NICHOLAS T GEOID( Cert. No. 001653 gyp 8/27/2021 PE ARG SHEET TITLE: IRRIGATION NOTES AND DETAILS SHEET NUMBER: C-708 REVISION 4 - 08/09/2022 J 0 Z w 0 Z 0 a c� rr O (9 X N 3 w < Z N Z 3 g Z 3 9 < 0 8/30/20201 Page 1 of 1 NIBCO /PA/N B/RD® RAIN BIRD Tech Spec Elkhart, Middlebury Street Tech Spec p Elkhart, IN 46516-4740 NIB �0• Phone: 574.295.3000 •Fax: 800.234.0557 AHEAD OF THE FLOW E-Mail: info(dtnibco.com • Web site: www.nibco.com 1800- Series Spray Heads Industry's Leading Spray Heads Trusted for over 30Years, 1800 Series Spray Heads have provided unmatched durability, reliability, and performance. Superior components and features make the 1800 Series Spray Head the spray head of choice for a wide variety of applications. Features Co -molded, pressure -activated, multi -furl tional wiper seal assures positive seal without excess"llow-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 blocks debris from entering afterflushing. Allows for easy nozzle installation. • Constructed of time -proven UV -resistant plastic and corrosion resistant stainless steel parts, assuring long product Ilk. • All sprinkler components are removable from the top without special tools, providing for quickand easy flushing and maintenance of the sprinkler. • Side inlets featured on 1806,1806PRS, 1812, and 1812PRS models only. • Five-year trade warranty. Operating Range • Spacing: 2.5 to 24feet(0.8to 7.3 m) • Pressure:15toMpsi(1.0to4.8bar) Specifications • Flow-by:0 at 8 psi (0.6 bar) or greater; 0.1 gpm (0.02 it 0.0061/s) otherwise 1800'" Series Spray Heads 1800" SAM Series Ideal for use in areas with changing eleva- tions, the 1800 SAM Series offers all 1800 Series features plus: • Built-in Seal-A-Matic (SAM) check valve. Eliminates the need for under -the -head check valves. No parts to be installed at the site. • Stronger retract spring to accommodate elevation changes up to 14'(42 ri One of the strongest springs in the industry. • Prevents drainage from spray heads at lower elevations. Stops water waste. Ends landscape damage due to flooding and/ or erosion. • Helps retain water in lateral pipes which reduces wear on system components by minimizing water hammer during start-up. • Designed for use with all Rain Bird plastic spray head nozzles. • "SAM"stamped on cap for easy identification and maintenance. • Five-year trade warranty. Operating Range • Spacing: 25 to 24feet(0.8to 73 m) • Pressure: 25 to 70 psi(1.7 to 4.8 bar) Specifications • SAM capability: holds up to 14 fee (42 m) of head; 6 psi (03 bar) • Flow -by: 0 at 8 psi (0.6 bar) or greater, 0.1 gpm (0.02 m3/h; 0.006 Vs) otherwise • Installation: bottom Inlet only Dimensions 'h"(15/21) NPTfemale threaded inlets • Body height 1804 SAM -6"(15 cm), 1806 SAM -9%'(24 cm), 1812 SAM-16"(40 cm) • Exposed surface diameter: 2y4 (5.7cm) Models • 1804 SAM:4"pop-up height (10 an) • 1806 SAM: 6"pop-up height(15 cm) • 1812 SAM: 12"pop-up height(30cm) orrt7-�r n�7-ty- Iou SCALE: NOT TO SCALE Dimensions/Models • 1/2'(15/21) NPT female threaded inlet • Models and height: 1802: 4" (10 an) body height 2'pop-up height (5 cm) 1803: 471V (12 cm) body height 3" pop-up height (7b cm) 1804:6"(15 an) body height 4"pop-up height (10 an) 1806:9 W(24 an) body height 6"pop-up height IT 5 an) 1812:16"(40 cm) body height 12"pop-up height (30 cm) • Exposed surface diameter. 2W(5.7 cm) 1804 - SAM - PRS- P45 7 Optional I Feature PRS:30psi (2.1 bar) in -stem pressure regulation Optional P45:45psi (3.1 bar) in -stem Feature pressure regulation SAM: Seal -A-Matic" Model check valve 1804.4°(10.2 cm) pop-up height Note: SAM feature Included with P45 models 1804 - SAM-P45 - R13-18Q Noale Rotary Nozzle Radius Range Optional 13-18' (4.0 - 55,m) Feature 17-24'(5.2-73m) SAM: Pattern Seal-A-Matie F:Full(3W) checkvalw M:Three Quarter(2701 P45:45psi(3.1 TT:TmThird(240°) 6ar)in-stem RHaK0801 pressure T:Third(I2M regulation Q: owner(901 Model 1804:4"(10.2 cm) pop-up height Note: 5Wh y sprinkler bodies and nozzles sepamte1y 1800 PRS Series Designed for areas with high and/or widely fluctuating water pressures, the 1800 PRS Series has all 1800 Series features plus: • PATENTED PRS pressure regulator built into the stem. No parts to be installed at the site. Saves time and money. • Maintains constant outlet pressure at 30psi (2.1 bar). Spray nozzles perform best at 30psl. Ensures maximum nozzle performance, even with varying inlet pressures. Maintains constant pressure regardless of nozzles used. • Restricts water loss by up to 70% H nozzle is removed or damaged. Saves water and money. Reduces possibility of accidents and property damage. Recommended for vandal -prone areas. • Ensures consistent performance throughout zone if nozzle is removed or damaged. Keeps plant life covered by other spray heads properly irrigated. • Ends misting and fogging caused by high pressure. Stops water waste. Ensures necessary watering occurs in high pressure or wind conditions. • Designed for use with all Rain Bird plastic spray head nozzles. • "PRS"stamped on cap for easy identification and maintenance. • Five-year trade warranty. Operating Range • Spacing: 25to24feet (08to73in) • Pressure: 15 to 70 psi T to 5 bar) Specifications • Regulates nozzle pressure to an average 30 psi (2.1 bar) with inlet pressures of up to 70 psi (4.8 bar) • Flow -by: 0 at 8 psi (0.6 bar) or greater, 3 . 0.1 m 0.02 m /h 0.006 Vs otherwise 9P ( ) • Installation: side or bottom inlet • Side inlet installation not recommended in freezing climates Dimensions • YO 5/21) NPT female threaded inlets • Body height: 1804 PRS-6"(15 cm), 1806 PRS - 9%'(24 cm), 1812 PRS-16"(40 cm) • Exposed surface diameter..2Ye (5.7cm) Models • 1804 PRS: 4"pop-up height (Tom) • 1806 PRS: 6"pop-up height (15 cm) • 1812 PRS: 12"pop-up height (30 cm) PRS -- SAM-PRS % I • SAM-PRS-P45 Tech Spec 1800 SAM-PRS Series Meets the needs of all spray areas, regardless of changing elevation or water pressures. Incorporates all 1800 Series SAM and PRS features."SAM-PRS"stamped on the cap for easy identification and maintenance. Operating Range • Spacing: 25 to 24feet (O.S to 73 m) • Pressure:25to7Opsi(1.7to4.8bar) Specifications • SAM capability: holds up to 14 feet (42 m) of head, 6 psi (03 bar) • Flow -by: 0 at 8 psi (0.6 bar) or greater, 0.1 gpm (0.02 m3/h; 0.006 Vs) otherwise • Installation: bottom inlet only • Regulates nozzle pressure toan average30 psi (2.1 bar) with inlet pressures of up to 70 psi (4.8 bar) Dimensions h"(15/21) NPTfemale threaded inlets • Body height: 1804 SAM-PRS -6"T5 cm), 1806 SAM-PRS - W (24 cm), 1812 SAM-PRS - 16"(40 cm) • Exposed diameter: 2A"(5.7 cm) Models • 1804SAM-PRS:4"pop-up height (10 cm) • 1806SAM-PRS: 6"pop-up height (15 an) • 1812 SAM-PRS: 12"pop-up height(30cm) ..11D_OK �'••• XFS Dripline With Copper Shield" Technology Dripline Se, • It accepts Rain Bird Easy Fit Specifications Compression Fittings, XFF Dripline Barbed Insert Fittings and other • OD:0.634" 17 runt barbed insert fittings • ID: 0.536" • 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 100'and SOO' longer lateral runs, simplifying design (30,5 m and 152,4 m) coils and reducing installation time • Coll 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 SUBSURFACE Reliable Applications • XFS emitters are protected from root intrusion by Rain Bird's Rain Bird* XFS Dripline with Copper patent -pending Copper Shield' Shield" for sub -surface drip irrigation is Technology resulting in a system the latest innovation in the Rain Bird that does not require maintenance Xerigation' Family. Rain Bird's patent - pending Copper Shield'"Technology or replacement of chemicals to protects the emitter from root prevent root intrusion intrusion, creating a long-lasting, low • • • - The pressure -compensating maintenance sub -surface drip irrigation 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'"isperfect 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-04-125 Barbed Insert Fittings and other 17 mot black) provides unmatched resistance XFS-09-12-500 barbed insert fittings. to chemicals, algae growth and UV XFS-09-18100 XFSPS-04-185 damage XFSPS-06-125 XFS-09-18-500 Features • Grit Tolerant: Rain Bird's proprietary XF Blank tubing also XFSPS-06-185 Simple emitter design resists clogging by use available in brown, XFSPS-09-125 Rain Bird's patent pending shiny metallic of an extra -wide flow path combined Purple colors dspurple XFSPS-09-185 stiripecopper-colored XFS dripline with with a self -flushing action Copper Shield'Technology protects • • • the emitter from root intrusion with Operating Range out requiring EPA -approved handling XFS - 06 - 1 2 - 1 00 procedures - unlike some • Pressure: 8.5 to 60 psi (,58 to 4,14 manufacturers who use harsh bar) laaaaaaaa chemicals or treated filters to Coil Length protect the emitter from root intrusion • Flow rates: OAZ 0.6 and 0.9 gph (100 Feet) -Through the use ofaproprieta (1,61/h,2,31/hrand 3,5Vhr) EmitterSpacinging ryF (12"Inchesnches tubing material, the shiny metallic •Temperature: Model Flow Rate copper -colored XFS Dripline with Water. Up to 100°F (37,W C) (0.6 GPH) Copper Shield- is the most flexible Ambient: Up to125°F(51,7°C) XFSP=Purple to indicate models dripline tubing in the industry making ,Required Filtration: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/N4B/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 OA 0.6 or 0.9 gallons per hour when inlet pressure is between 8.5 and 60 psi. The inline 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 off the inside tube wall to minimize dirt intrusion. The XFS Dripline inline 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 305ai Spacing Nominal Flow(GPH): Nominal Rm0): OA2 0.6 0.9 1.6 23 3.5 is 352 273 155 107.2 83.2 47.2 20 399 318 169 _1.0 1.4 121.6 96.9 515 30 447 36D 230 2.1 136.2 109.7 70.1 40 488 395 255 28 148.7 120.4 77.7 SO 505 417 285 35 153.9 127.1 86.9 60 573 460 290 4.1 174.6 1402 88A 18" Spacing 45.7 an Spacing Nominal Flow(GPitk Nominal Flow(VN: OA2 0.6 0.9 116 23 3.5 15 374 314 250 1.0 114 95.7 762 20 417 353 2% 1A 127.1 107.6 89.6 30 481 413 350 2.1 146.6 125.9 106.7 40 530 465 402 2.8 1615 141.7 1225 50 610 528 420 3.5 185.9 160.9 128.0 60 734 596 455 4.1 223.7 181.7 138.7 LEED Compliant Contains at least 20% post consumer Rd L LED D recycled polyethylene which qualifies for LEED credit 4.2 ltRain Bird's Professional XF Series Dripline offers five (5) years on product workmanship Customer Satisfaction Policy and seven (7) years on environmental stress cracking Rain Bird Corporation 6991 E. Southpoint Road Tucson, AZ 85756 Phone: (520) 741-6100 Fax (520) 741-6522 Rain Bird Technical Services (800) RAINBIRD (1-800-724-6247) (U.S. and Canada) • Registered Trademark of Rain Bird Corporation 0 2017 Rain Bird Corporation 01/20 vrtLrulv� - nro t..t. SCALE: NOT TO SCALE Rain Bird Corporation 970 West Sierra Madre Avenue Azusa, CA 91702 Phone. (626) 812-3400 Fax (626) 812-3411 Rain Bird International, Inc. 1000 West Sierra Madre Ave. Azusa, CA 91702 Phone: (626) 963-9311 Fax (626) 852-7343 The Intelligent Use of Water www.rainbird.com D39978B Material Number NL998HB, T-FP-600A - Ball Valve - Brass, Two -Piece, Full Port, NPT x NPT The NIBCO@ 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 p economical valve option in commercial and residential applications. NIBCO@ specialty valves are backed by a NIBCO INC. 2-year limited more .y. Y N W r E s � n a ,� Z 2��gggc a p " a c m 2 W a Z $ w 3 T_T7 v e u O 4 I � I Z x ZZ _- _ _-_--_-_-_-_ M o° L m Al? a F to m DO d g > a m 0 , O Z m C to00 m Go ) cL U. J Z ~ rn N 0 U C O a) m 4 cow (n� N ina o0oo N T C C C n m c d E to SB z d to [] [] Q m o OR 0 z V F1L V C - �/'1LL V F1L' SCALE: NOT TO SCALE R.4/N4B/RD. Quick -Coupling Valves Convenient water access in potable and non -potable systems Features • Industrial -strength brassquick-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-resistarn stainless steel spring. • Optional locking cover on models 33-DLRC, 44-LRC, 5-LRC, 33-DNP, • 44-NP, and S-NP (use * 2049 key to unlock). Metal cover on model 7 only • One-piece body design (models 3-1145-RC and 7) • Two-piece body design for easy servicing (models 33-DLRC, 33-0RC, 44- RC, 44-RC, 33-DNP, 44-NP, and 44-NP ACME) • Thermoplastic rubber cover for durability • 33-DNP, 44-NP, 44-NP ACME, and 5-NP covers marked with"Do Not Drinkl" warnings in English and Spanish • Three-year trade warranty Specifications • Pressure: 5 to 125 psi (035 to 8.63 bar) • Flow: 10 to 125 gpm (2.27 to 28.38 m3/h; 37.8 to 473 I/m) • 33-DNP, 44-NP and 5-NP flow: 10 to 70 gpm (2.27 to 15.89 m3/h; 378 to 265 I/m) Models • 3-RC 34"(20/27) Rubber Cover, l-Piece Body • 33-DRC M (20/ 27) Double Track Key Lug, Rubber Cover, 2-Piece Body • 33-DLRC 34"(20/27) Double Track Key Lug, Locking Rubber Cover, 2-Piece Body • 44-RC 1"(26/34) Rubber Cover, 2-Piece Body • 44-LRC: 1"(26/34) Locking Rubber Cover, 2-Piece Body • 5-1101"(26/34) Rubber Cover, l-Piece Body • 5-LRC 1"(26/34) Locking Rubber Cover 1-Piece Body • 7: 1141"(40/49) Metal Cover, l-Piece Body • 5-RC-BSP: 1"(26/34) Rubber Cover, l-Piece Body, BSP threaded Specifications 33-DNP, 44-NP, 44-NP ACME -Two Piece Quick Coupling Valve (Non -Potable) The quick coupling valve shall be a two piece type capable of having a discharge rate of _units with a pressure loss not to exceed units. The valve shall be constructed of red brass and shall have a purple, thermoplastic, lack- ing rubber cover with molded -in warnings of "DO NOT DRINK"in English and Spanish, for use on systems using non -potable water. The valve shall be opened and closed by a brass key of the same manufacturer having a _"(MNPT) and _"(FNPT) oudet.The valve throat shall have a key -way with detent positions for regulating waterflow. QUICK COUPLING VALVES - 3-RC, SRC, SLRC, 7-One Piece Quick Coupling Valve The quick coupling valve shall be a one-piece type capable of having a discharge rate of units with a pressure loss not to exceed units. The valve body shall be constructed of red brass.The cover shall be a durable, protective self -closing rubber cover. When so specified, the cover shall be a locking rubber cover (LRC). The valve shall be opened and closed by a brass key ofthe same manufacturer having a _"(MNPT) and _"(FNPT) outlet.The vahie throat shall have a key -way with detent positions for regulating waterflow. • Cover Key- Model 2049 • Locks and unlocks the optional locking cover (LRC) on quickcoupl(ng valves. • Operates the valve marker compression lock Rain Bird Corporation 6991 E Southpoint Road Tucson, AZ 85756 Phone: (520) 741-6100 Fax (520) 741-6522 Rain Bird Technical services (800) RAINBIRD (1-800-724-6247) (U5. and Canada) m Registered Trademark of Rain Bird Corporation 02017 Rain Bird Corpora icn 9/17 Al VALVE - QUICK CO -710J SCALE: NOT TO SCALE Tech Spec Valve Cutaway I a p. 33-0NP,44NP,-RC3-1i� 33-0RC, 33-0LRC, 444VP ACME 5-LRC 44-RC,444AC • 5-LRC-BSP: 1"(26/34) Locking Rubber Cover, l-PLece Body, BSP threaded • 33-DNP: 3/4(20/27) Non -potable, Purple Locking Rubber Cover, 2-Piece Body • 44-NP: 1"(26/34) Non -potable, Purple Locking Rubber Cover, 2-Piece Body • 44-NP ACME: 1"(26/34)Non-potable, Purple Locking Rubber Cover, 2-Piece Body, ACME thread • 5-NP:1"(26/34)Non-potable, Purple Locking Rubber Cover, l-Piece Body Note: For non -US applicadon4 Iris necessary to specify NPfor BSPthmadtype Dimensions (height) • 3-RC: 411e (10.8 cm) • 33-DRC:43V 01.1 an) • 33-DLRC 45.A"(11.7 cm) • 44RC:6(152 cm) • 44-LRC:6"(152 cm) • 5-RC 51h" (14A an) • 5-LRC:5'h"(14.0 cm) • 7:53/4'(14.6cm) • 33-DNP:43h°(11.1 cm) • 44-NP:6"(152 an) • 44-NP ACME 6" (152 an) • 5-NP:51h"(14.0 cm) 33 - DLRC Model Cover Thread 33 RC Blank: NPT 44 DRC BSP. 5-RC, 51RC only 5 DLRC ACME44-NPonly 7 LRC DNP NP Mote: This specifieso 33-D RC vahe:314'(20127)quick coupling type,optionallockiw rover. RA/N�kB/RD. 33-DRC, 33-DLRC, 44-RC, 44-LRC-Two Piece Quick Coupling Valve The quick coupling valve shall be a two piece type capable of having a discharge rate of _units with a pressure loss not to exceed units. The valve body shall be constructed of red brass. The cover shall be a durable, protective self -closing rubber cover. When so specified, the cover shall be a locking rubber cover (LRC). The valve shall be opened and closed by a brass key of the same manufacturer having a _"(MNPT) and _" (FNPT) outlet.The valve throat shal I have a key -way with detent positions for regulating water flow. TOP PIPE THREADS VALVE KEY MALE _ FEMALE 3-RC 33DK 3H" 19mm 1h" 13mm 33-DRC 33DK N' 19 rum Yz" 13 mm 33-NP 33DK 3H" 19 Ran 1h" 13mm 44-NP 44K V 25 mot N" 19 rum 44-NPA(ME 44KA V 25 rum 3/4' 19 rum 44-RC 44K 1" 25 rum 3k" 19 mm 5-R( 55K1 1" 25 rum - - 5-11P 55K1 V 25 min - - 7 7K IW' 'Dlmm - - Rain Bird Corporation 970 West Sierra Madre Avenue Azusa, CA 91702 Phone. (626) 812-3400 Fax (626) 812-3411 Spacirrcation Hodine 800-458-3005 (US. and Canada) VALVE EET Flow 3-M 33-DK 44-K SAC 7 33-DISC 44LRC SAK 33-DNP 44-NP 5-IIP 44-NPACME 15 4.7 43 2.2 - - 20 7.2 7.6 4.4 - - 30 - - 11.5 4.1 - 40 - 7.3 - 50 - - - 11 1.7 60 - - - 15.7 2.5 70 - - - 21.5 3.6 80 - - 4.9 100 - - - - 8.4 I Flow 34K 33-DR( 44-RC 5-RC 7 33-DLRC 44-LRC 5-LRC 33-DNP 44-NP 5-NP 44-NPACME m:A Vm 1.9an 1.9on 2.5 an 2.5cm 3.8an 2.3 38 0.12 0.12 - - - 4 67 0.41 0.42 0.23 - - 5 83 057 0.62 0.40 - - 6 1DO - - 0.62 - - 7 117 - - On 0.30 - 8 133 - - - 0.40 - 9 150 - - - 0.50 - 10 167 - - - 0.61 - 12 2D0 - - - 0.85 0.13 14 233 - - - 1.15 0.18 16 267 - - - 1.50 0.25 22 367 - - - - 0.54 28 473 - 0.97 •Ims 'Iwo arewiM flowronhWfullyopen. 1)Pain M'Nrecommends flowrates in thesupplyffix wivereadZ5111W (2,3Ms)m order W W. thee%eas d lerhanw. 2)A A:.below5gpmn m31h; 3IUs)Avm Ltldrn-ammendsuseof upstream hhmtbn Mlxc wdwftft oaejgbekwMedophmgm 3)F&Av sbrxw Mom(Im31k 63M)Rain B'rdmxrm r&rhw Me flow mortal aem be Noted down (ecru mR toms born Meluby apm positaa PRS-amoMdeis mamnnkedrarueaMyatPowmta Mareas 6eaw sa4dNrm. Rain Bird International, Inc 1000 West Sierra Madre Ave. Azusa, CA 91702 Phone: (626) 963-9311 Fax (626) 852-7343 The Intelligent Use of Water' wwwrainbirdmm D38950QW (7 Z it LU W W Tn z uJ C7 ZjZ(n2 Z WFOw> U-1020-0 Z W W W j W 25 (0Lwp Ww Fw¢x wZ J>ZULLI t40 v)Z)2aQZQ Z(n2 W ZFF 0of Zof< 0 Q U a Q J 0 0 W Z Z CL Q J a Q of J F U W I - REVISIONS REV DATE COMMENT cxECxeo er 1 10/29/2021 PER ISP COMMENTS DSH RTY 2 I 01/21/2022 PER COUNTY COMMENTS BSC RTY 3 04/08/2022 PER COUNTY COMMENTS BSC RTY 4 08/09/2022 PER COUNTY COMMENTS CDH RTY 1 Know what's below. Call before you dig. ALWAYS CALL 811 It's fast. It's free. It's the law. APPROVED FOR CONSTRUCTION THIS DRAWING IS INTENDED FOR MUNICIPAL ANDIOR AGENCY RIPAIEWAND 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 �o�Qa�aQ PROPOSED LOCATION 1636 SEMINOLE TRAIL ALBERMARLE COUNTY CHARLOTTESVILLE, VIRGINIA 22901 BOHLERI 2150 ASHLAND RD. SUITE 200 RICHMOND, VIRGINIA23146 Phone: (804)893-8200 VA0191ohlerEng.com r NICHOLAS T GEOI'( Cert. No. 001653 9y0 8/27/2021 PE ARG SHEET TITLE: IRRIGATION NOTES AND DETAILS SHEET NUMBER: C-709 71 REVISION 4 - 08/09/2022 I L 0 E C 7 Is v 1 4 E �_ i IA a °°�'� H a) 1J U Z Q 5 yH r6 L 7 t0 C (1) Z N N Z N 3 (3) li I I \> I \ I � Aw r wIC >�� L 4J N O G p'C r Zr ClM X v 0. N a ' J N IB. Z x E r a _ s v O Z M v o Z N il O 4-a v r I N � Z N n z v I M rj )AW � r ¢ 4Oe M r Z N r :N. 01 O 1 � me r O 4•+ 00 � o i Q N^ANON LLLL 5. NMO. nn Nn.n - =. '__ NONMON nnnl�nci LL N f�,. bNNN$N L fey N bNNN$N L S. 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QPM In/h 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 1.30 2.07 2.39 20 12 1.50 2.01 2.32 25 14 1.65 1.62 1.87 30 15 1.85 1.58 1.83 150 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 tested on 4"(102 cm) pop -ups ■ 5gwmspacingbasedon50%dimsleterofthrow ♦ Tdangularspacingbosedm50%dmmeterofthrow, o°rmjlxtory Nozzle Pressure Radius Flow psi ft. gpin 5F-B 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 25 5 1.00 30 5 1.00 SQ-B 15 5 0.50 / 20 5 0.50 c- 25 5 0.50 30 5 0.50 5CST-B 15 5 0.50 20 5 0.50 25 5 0.50 30 5 0.50 Note: Indicates adjusted radius at psi shown Note. Flowatadjustedradiusof515M0Sm) The Intelligent Use of Water.' RA/N4B/RQ 30°Trajectory Nozzle Pressure WxL Flow psi ft. allim 15EST 15 4 x 13 OAS 20 4 x 14 0.50 25 4 x 14 056 30 4 x 15 0.61 15CST 15 4 x 26 0.89 20 4 x28 1.00 S>♦ 25 4x 28 1.11 30 4 x 30 1.21 15RCS 15 3 x l l 035 20 3 x 12 0.40 25 4 x 14 0.45 30 4 x 15 OA9 15LCS 15 3 x 11 035 20 3 x 12 0.40 d- 25 4 x 14 OAS 30 4 x 15 0.49 1 SSST 15 4x 26 0.89 20 4 x 28 1.00 4 25 4x28 1.11 30 4x30 121 95ST 15 9 x 15 1.34 20 9x16 1A7 25 9 x 18 1.60 30 9x18 1.73 www.rainbird.com/sprays 30°Trajectoryfill A Nozzle Pressure Radius Flow Flow PrecipPrecip bar m maA1 I/m mm/h mm/h 15F 1.0 3A 0.60 9.8 52 60 3.5 0.84 11.8 41 55 O1.0 2.0 4.5 0.84 13.7 41 48 2.1 4.6 0.84 14.0 40 46 15H 1.0 3.4 030 4.9 52 60 15 3.9 036 5.9 47 55 2.0 4.5 OA2 6.8 41 48 2.1 4.6 OA2 7.0 40 46 15Q 1.0 3A 0.15 2.5 52 60 1.5 3.9 0.18 2.9 47 55 2.0 4.5 0.21 3.4 41 48 2.1 4.6 0.21 3.5 40 46 Performaacedata aken inzera wird conditions Note: Specify spiny Lady and narks separately. Nab: Radius reduction own25%ofthenonnal throwofthenozzkls wtnsornm.W d 0°TmjRctory Nozzle Pressure Radius Flow Flow bar m it I/m SFB 1. 1.5 0.35 5.7 1.55 1.5 0.35 5.7 2.0 1.5 0.35 5.7 2.1 1.5 0.35 5.7 5H-B 1.0 1.5 0.23 3.8 1. 1.5 0.23 3.8 2.00 1.5 0.23 3.6 2.1 1.5 0.23 3.8 SQ-B 1.0 1.5 0.12 1.9 1.5 0.12 1.9 CL1.5 2.0 1.5 0.12 1.9 2.1 1.5 0.12 1.9 SCST-B 1.0 1.5 0.12 1.9 1.5 1.5 0.12 1.9 2.0 1.5 0.12 1.9 2.1 1.5 0.12 1.9 Spray Nozzles MPR Nozzles 30- Trajectory Nozzle Pressure W x L Flow Flow bar m irl I/m 15EST 1.0 1.2 x 4.0 0.10 1.7 1.5 1.2x4.3 0.11 2.0 2.0 1.2 x 4.3 0.13 2.3 2.1 1.2 x4.6 0.14 2.3 15CST 1.0 12 x 7.9 020 3A 15 12 x 85 0.23 4.0 MEMO 2.0 12 x 85 025 45 2.1 12 x 92 027 4.6 15RCS 1.0 0.8 x 3.2 0.08 1.3 1.5 1.0x3.9 0.09 1.6 �b 2.0 1.2x4.5 0.11 1.8 2.1 1.2x4.6 0.11 1.9 15LCS 1.0 0.8 x 32 0.08 13 15 1.0x3.9 0.09 1.6 deal 2.0 12x45 0.11 1.8 2.1 12x4.6 0.11 1.9 155ST 1.0 1.2 x 7.9 0.20 3A 1.5 1.2x8.5 0.23 4.0 4 2.0 1.2 x 8.5 025 4.5 2.1 1.2 x 9.2 027 4.6 9SST 1.0 2.7 x 4.6 030 5.1 1.5 2.0 2.7x4.9 2.7 x 55 033 036 5.8 65 2.1 2.7x55 039 65 W=WhRhofooveragepattion L=Length ofcovemgepattem Ftrfamancedatatakenlnnnowlndmndttions Note: Spe:*spmybodyandnozzksseparatell. Note. Radlus reduction owr 25%of the normal throw of the nook Is not recommended 5' Trajectory ♦ 5' Trajectory Nozzle Pressure Radius Flow Precip Precip Nozzle Pressure Radius Flow Flow Precip Precil si ft. qpm In/ In/h bar m nl I/m mm/h mm/h 8H-FLT 15 6 0.56 3.36 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 2.4 0.15 0.18 2.6 2.9 71 62 82 71 30 8 0.79 2.38 2.75 2.1 2A 0.18 3.0 60 70 BQ-FL7 15 6 0.28 3.32 3,83 8Q-FLT 1.0 1.7 0.06 1.1 86 100 20 25 7 7 0.32 0.36 2.87 257 3.32 2.97 b 1.5 2.0 2.1 2A 0.07 0.09 1.3 1 A 71 61 81 71 30 8 0.39 235 2.71 2.1 2A 0.09 1.5 60 69 Note.AIIMPRnozdestoWm4"(10.2cMpop+ps Performanceda takeninmmwlndoondiWns ■ Squarespaangbasedon5096dianeterofthmw Note:Spec-fyspmybodyandnozzlompamtdy. ♦ Tdargularswdngbasedw50%diarnererofMmw Note:Radiusreduttiono 2596ofinermrmiMt ofMeno.%eismtrecommended 20 The Intelligent Use of Water." NOZZLE - MATCHED PRECIPITATION RATE NOZZLES CUT SHEET SCALE: NOT TO SCALE 19 Spray Nozzles MPR Nozzles www.rainbird.com/sprays Plastic MPR Nozzles Models Matched Precipitation Rate Nozzles • 5 Series: Quarter, Half, Full Noales • 5 Series: Bubbler Nozzles Features • 8 Series: Quarter, HaH Full Nozzles • Matched precipitation rates across sets and patterns in 5 Series, • 8 FIT 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, HaH Full Nozzles when system is not operating • 15 Strip Series Nozzles • Three year trade warranty These ranges are based onpmperprssureatnozzle 2 Rain BlydrecommendsuslrgiBOOPRSSpmyBodkstomainOin Operating Range opdmumn taperformanminhigherpressuresiwwlons • Spacing: 3 to 15 feet (0.9 to 4.6 m I • Pressure: 15 to 30 psi (1 to 2.1 bar) • Optimum pressure: 30 psi (2.1 bar)' Rain Bird- MPR Nozzles, The Industry Standard Note: All MPR nozzles tested on 4"(t a.2 an) pop -ups ■ Squarespacingbasedan50%oiameterofthrow ♦ Triongularspacingbasedm SO%diamekrofthmw The Intelligent Use of Water: MPR Nozzle and Screen 5F ler Pattern F: call H: Half Q: Q. MPR Radius Rage 5:5f ,n.5 m) 8: R het a.4 m) 12:12 hpt 0.7m 15:15 feet 146 m1 Pertommnce data taken in zero wind cwMltions Note: Specify spray body and nozzles separately. Now. Radius reduction owr 25% of the nmmai throw of the nozzte is nmt recommended RAIN BIRD Spray Nozzles MPR Nozzles 15°rmjectory ■ ♦ 15-Trajectory ■ Nozzle Pressure Radius Flow Precip Precip Nozzle Pressure Radius Flow Flow Precip Precip psi ft. opin In/h In/h bar in i l I/m mm/h ram/h 10F 15 7 1.16 2.28 2.63 IOF 1.0 2.1 0.26 4.2 58 67 8 1. 1. 226 1..4 0. 4.8 50 58 O20 ° 25 9 1.44 44 1.71 71 1.98 ° O 2.00 33.0 0.3535 6.0 39 45 30 10 1.58 1.52 1.75 2.1 3.1 0.36 6.0 37 43 tOH 15 7 0.58 2.28 2.63 10H 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 1.52 1.75 2.1 3.1 0.18 3.0 37 43 10Q 15 7 0 0.29 2.28 2.63 10Q 1.0 2.1 0.06 1.2 58 67 All 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 ov numany Nozzle Pressure Radius Flow Precip Precip psi ft. g m In/h In/h 12F 9 1.80 2. 2. zo 10 2.10 z.02 o2 2.343a O15 25 11 2AO 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 OAS 2.14 2.47 20 10 0.53 2.02 2.34 25 11 0.60 1.91 2.21 30 12 0.65 1.74 2.01 Note: All MPR nozzles tested on 4° (1a2 cm) pop -ups ■ Squanespadngbawdon5096diarrreterofthrow ♦ Tdmgularspmingbosedon50%dia a rofdrrow 18 30°TmjeRory 0 Nozzle Pressure Radius Flow Flow Precip Precip bar m ni% I/m mm/h mm/h 12F 1.0 2.7 0.40 6.8 55 63 3.6 0.59 8.7 47 54 O1.0 2.0 3.6 0.59 9.7 46 53 2.1 3.7 0.60 9.8 44 51 12H 1.0 2.7 0.20 3A 55 63 1.5 32 0.24 4.2 47 54 2.0 3.6 0.30 4.9 46 53 2.1 3.7 0.30 4.9 44 51 12Q 1.0 2.7 0.10 1.7 55 63 1.5 3.2 0.12 2.1 47 54 2.0 3.6 0.15 2A 46 53 2.1 3.7 0.15 2.5 44 51 Performance data taken in sin wind mnardans Nob: Specify spray bodyandnazzlesseparate/y. Note: Radius reduction omr25%ofthen%vnxdthrowofthenozzie isno[recommended The Intelligent Use of Water: 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 orwater pressures. Incorporates 1800 Series SAM feature and regulates oper- ating pressicir 5psi (3.1 bar). • Designed to maximize application efficiency when using Rotary Nozzles. I • Maintains constant outlet pressure at `` Rain Bird* co -molded, 45psl(3.1 bar) at varying inlet pressures. I pressure -activated Maintains constant pressure regardless of 4 Wiper seal nozzle used. • "SAM-PRS45"stamped on cap for easy identification and maintenance. • Five-year trade warranty. Operating Range • Spacing: 13 to 24 fee (4.0 to 73 m) rang stainless steel • Pressure: 25 to 70 psi (1.7 to 4.8 bar) 9 retract spring Spedi icadons • 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 14feet K2 m) F-- Side inlet on 1806, of head; 6 psi (03 bar) 1806PRS, 1812, and • Flow-by:0 at 8 psi (0.6 bar) or greater; 1812PRS models only 0.1 Spin (0.02 rl 0.0061/s) otherwise • Installation: bottom inlet only Dimensions • Will 5/21) NPrfemale threaded inlets • Body height: 18045AM-P45 -6"(15 cm), 1806 SAM-P45 - 9W (24 cm), 1812 SAM-1345-16"(40 cm) Patented PRS instant h • Exposed diameter. 2ya (5.7 cm) pressure regulator _ option Models • 1804 SAM-P45:4"pop-up height(10cm) • 1806 SAM-P45:6"pop-up height (15 cm) • 1812 SAM-P45:12" pop-up height (30 cm) l 1806 with Swing Joint on Bottom Inlet 1812 with Swing Pipe on Side Inlet Specifications 1802,1803,1804,1806 and 1812 Pop-up Full or Part Circle Spray Sprinkler The sprinkler body, stem, nozzle and screen shall be constructed of heavy-duty, ultra -violet resistant plastic It shall have a heavy-duty Stain- less steel retract spring for positive pop -down and a ratcheting system for easy alignment of the pattem.The sprinkler shall have a soft elas- tomer pressure -activated co -molded wiper seal for cleaning debris from the pop-up stem as it retracts into the case to prevent the sprinkler from sticking up to minimize"flow-by." The sprinkler shall have a matched precipitation rate (MPR) plastic or brass nozzle with an adjust- ing screw capable of regulating the radius and flow. The sprinkler shall be capable of housing protective, non -clogging filter screens or pres- sure compensating screens (KS) under the nozzle.The screen shall be used in Conjunction with the adjusting screw for regulating.The 6" (15 cm) and 12"(30 cm) models shall have both a side and a bottom I2"(15/21) (FNPT) inlet for ease of installation. The sprinkler shall haves Pop -Top Flush Plug -Installed. The plug shall prevent debris from Pre P 9 clogging the sprinkler during installation and allow forthe system to be flushed before noz- zling.The plug shall be bright orange in Color and constructed of polypropylene material. Rain Bird Corporation 6991 E. Southpoint Road Tucson, AZ 85756 Phone: (520) 741-6100 Fax (520) 741-6522 Wm Bird Technical Services (800) RAINBIRD (1-800-724-6247) (US. and Canada) e Registered Trademark of Rain Bid corporation n 2009 Rain Bird corporation tom V �1I - Ratchet (for easy nozzle _� pattern alignment) -•��\ (Seal-A-Matic") rf1 a insrem checkvalve ption RA/N.�i B/R� 1804 SAM, 1806 SAM and 1812 SAM Full or Part Circle Seal-A-Matk:7 Pop-up Spray Sprinkler OpdonalFeatureSpedficationz When so Indicated on the design, the 4", 6" or 12"high pop-up spray sprinklers shall also include a Seal-A-Matic (SAM) check valve to prevent low -head drainage of up to 14 feet of head. This feature shall require the use of the bottom inlet only. These units shall be identifi- able from the top with "SAM" marking on the cap. The sealing device shall be an integral part of the pop-up stem, removable through the top of the sprinkler, and shall seal against the bot- tom case inlet. It shall create no more than 1 psi pressure drop at the maximum rated flow. 1804 PRS, leas PRS and 1812 PRS Full or Part Circle Pressure Regulating Pop-up Spray Sprinkler Optional Feature Specifications: When so indicated on the design, the 4, 6" or 12" high pop-up spray sprinkler shall also includes ressurer regulating PRS device to P (PRS) e9 9 prevent high pressure fogging to the nozzle stream.This regulating device shall be an Integral part ofthe pop-up stem, removable through the top of the case. Thew units shall be identifiable from the top with "PRS"markings on the cap. The device shall regulate the nozzle pressure to 30 psi for inlet pressures from 35 to 70 psi. Below 35 psi the pressure loss shall not exceed 6 psi. Rain Bird Corporation 970 West Sierra Madre Avenue Azusa, CA 91702 Phone; (626) 812-3400 Fax (626) 812-3411 SpecMcation Hotline 800-458-3005 (US. and Canada) 1804 SAM-PRS, 1806 SAM-PRS and 1812 SAM-PRS Full or Part Circle Seal-A- Matic Pressure Regulating Pop-up Spray Sprinkler Optional Feature Specifications When so indicated on the design, the 4, 6" or 12' high pop-up spray sprinkler shall also include a Seal-A-Matic (SAM) check valve and a pressure regulating (PRS) devke.These units shall be identifiable from the top with"SAM- PRS"markings on the cap. The check valve shall prevent low -head drain- age of up to 14 feet of head. The pressure regulating device shall prevent high pressure fogging of the nozzle stream by regulating the nozzle pressure to 30 psi for inlet pressures from 35 to 70 psi. Below 35 psi the pressure loss shall not exceed 6 psi. These models shall utilize the bottom inlet only. 1804 SAM-P45,1806 SAM-P45, and 1812 SAM-P45 Full or Part Circle Seal-A-Matic Pressure Regulating Pop-up Spray Sprinkler Optional Features Specifications: P Pe When so indicated on the design, the 4" 6" or 12" high popup spray sprinkler shall also include a Seal-A-Matic (SAM) checkvalve and a 45 psi pressureregulating (P45) device.These units shall be identifiable from the top with "SAM-PRS45'markings on the cap. The check valve shall prevent low -head drain- age of up to 14 feet of head. The pressure regulating device shall prevent high pressure misting and undesirable performance of the nozzle stream by regulating the nozzle pressure to 45 psi for inlet pressuresfrom 50 to 70 psi. Below 50 psi the pressure loss shall not exceed 6 psi.These models shall utilize the bottom inlet only The sprinkler shall be as manufactured by Rain Bird Corporation, Azusa, California. Win Bird Intematbnal, Inc. 1000 West Sierra Madre Ave. Azusa, CA 91702 Phone. (626) 963-9311 Fax(626)852-7343 The Intelligent Use of Water' wwwrainbirdosm SPRAY HEAD - 1800 SERIES CUT SHEET CONTINUED SCALE: NOT TO SCALE D39025K J 0 m Z z O_ W W W to z W O Z?zcAU Z W 1-- Ur W > ( ZLul W(n>W Z5 C LuxU) F W Q 2 W Z _J>ZUWcn0 U)? 2 Q Q Z Q of Z (n 2LUZFH 0ZW< 0 < W O U) W Z Z Q > d aJ of 0 W H V5 REVISIONS REV DATE COMMENT RMDr CHeClreD er 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 4 08/09/2022 PER COUNTY COMMENTS CDH RTY f) Know what's below. Call before you dig. ALWAYS CALL 811 It's fast. It's free. It's the law. 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 lil V211201 DRAWN BY: DSH CHECKED BY: RTY DATE: 10/29/2021 CAD I.D.: LSCP -2 PROJECT SITE PLAN DOCUMENTS FOR �o�Qa�aQ PROPOSED LOCATION 1636 SEMINOLE TRAIL ALBERMARLE COUNTY CHARLOTTESVILLE, VIRGINIA 22901 BOHLER// I 2150 ASHLAND RD. SUITE 200 RICHMOND, VIRGINIA23146 Phone: (804)893-8200 VA@,BohlerEng.com NICHOLAS T GEO GAS Cert. No. 001653 9y0 Q 8/27/2021 s�4 P _ E A _ SHEET TITLE: IRRIGATION NOTES AND DETAILS SHEET NUMBER: C-710 REVISION 4 - 08/09/2022 +0.0 +9.0 .0 +0.0 +o.o +OA1 0.1 + .1 +0.1 +0.1 +0.1 +02 ++0.1 +9.2 +OA +0.3 +0.1 +9.2 +0.3 +OA +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 0.1 2 6.7 0 NA PROPERTY LINE ADJACENT TO STREET 0 0.1 0 NA SITE 1 9.5 0 NA ALL LEVELS ARE IN FOOTCANDLES, ALL LUMINAIRES CALCULATED USING 1.0 LIGHT LOSS FACTOR +0.4 +0.6 +0.8 +1.1 +1A + 1.1 +0.8 + 0.2 Q 1 0.4 + 0.8 + 0.9 + 1.1 + 1.5 111 19 + 2.8 HIS +' 3 2.8 + 1.2 + °'1 EACH OUTDOOR LUMINAIRE EQUIPPED WITH A LAMP THAT EMITS 3,000 OR MORE INITIAL LUMENS SHALL BE A FULL CUTOFF AND SHALL 01 PROPERTY LINE BE ARRANGED OR SHIELDED TO REFLECT LIGHT AWAY FROM ADJOINING RESIDENTIAL DISTRICTS +°A +°-B +0.9 +7-1 +1. +1 +1-9 +2.2 +2.6 }2'4 .8 0.4 AND AWAY FROM ADJACENT ROADS. THE SPILLOVER OF LIGHTING FROM LUMINAIRES ONTO ° PUBLIC ROADS AND PROPERTY IN RESIDENTIAL 1 1.5 +'6 +2'° +2'1 +2'1 +1'9 +1'6 +°'7 ° a OR RURAL AREAS ZONING DISTRICTS SHALL NOT EXCEED ONE HALF FOOTCANDLE. 90 o.t o2 t.l t5 7 e u is t.7 1.7 A 02 o os 0.1 MAX HEIGHT OF POLE MOUNTED FIXTURES, WITH BASE, SHALL NOT EXCEED 20' Q +0.0 +0.0 +0.1 +02 +1.8 +1. +1.8 +1.3 +0.8 +0.8 +1.0 +1.1 +0.9 +0.8 + 7 .7 +0.5 +0.1 0.1 4" +0.0 +0.1 +I2 +OA +2.1 +2.4 +22 +1.9 +1.2 +0.6 +OA +OA +0.6 49.6 +0.6 +0.8 +12 + + t'* NOTES: ° 1 +.1 1. EACH OUTDOOR LUMINAIRE EQUIPPED WITH A LAMP THAT EMITS 3,000 +0000 07 t' +' }°'0 02 + OS t 2 4 t' t 3 QHS 23 t' 20 t' 13 t' 06 +' 03 +' 02 4 03 t' _f05 0.7 + 70 +' 7.8 24 15 05 + +' t' t' o.o + OR MORE INITIAL LUMENS SHALL BE A FULL CUTOFF LUMINAIRE AND SHALL BE ARRANGED OR SHIELDED TO REFLECT LIGHT AWAY FROM ADJOINING RESIDENTIAL DISTRICTS AND ADJACENT ROADS. THE SPILLOVER OF LIGHTING FROM LUMINAIRES ONTO PUBLIC ROADS AND PROPERTY IN RESIDENTIAL OR RURAL AREAS ZONING DISTRICTS SHALL 0.1 0.2 OS 3.0 2.1 2.0 1.5 0.8 0.3 0.3 0.5 1.0 1.5 1.8 2.4 3.8 3.0 1.7 OA 0.1 NOT EXCEED ONE-HALF FOOTCANDLE. +01 + + t t t + + + + t t + t t t t t + +0.1 0.1 +°+0.1 + +0 4.1.9 +1.8 +t.8 +1.3 +0.8 +a5 +0.6 +0.9 +1.6 +2.5 +3.3 +3.3 .1 +3.6 +1.3 +0.2 •0.1 +0.1 +0.0 +0.1 +12 +12 1.2 +1.0 + .7 + .6 +0.9 +7.7 +2A +4 2 +33 +3.6 D + a +1.5 +0.8 +0.2 0.0 +9.1 +0.0 +0+0.1 .5 +0.8 +0.8 +0.7 +0.9 +1.5 +2.3 +4.1 +4b +4.9 A +1.0 +0.5 +° 0.1 +0.1 +0.1 +0.5 +0. +0.7 +12 +2.0 +3.9 +4.3 +4. 0.6 +0.6 +0.5 +0. + +0.1 3 +o.t +0.3 +OA 0. +1.3 +22 +3A + DF 0.8 +1.1 +0.1�% +. 4P.2 +0.0 +0.2 }02 0.3 0.5 +0.9 +1.7 2.6 +2. ° 1.94 +1.8 +1.1 + +0.0 +0.2 EMU +0.1 +0.3 + +0.8 +1.3 +1.9 2.3 +2.5 " 3.5 +3.0 +0.9 + +0.2 LI +0.0 +0.2 +D.4 0.6 +1.0 +1.6 +2A 2.7 D 2.6 +1.3 +G5 +OD +0.3 +0.8 0.8 +IA jzo +2.7 +2.7 +2A +IA +0.8 +0.3 +0.7 +oa +o.t +0.6 1.0 +1 A +2.2 +P.8 +2.8 .0 +0.5 +0.3 +0.2 +0A +0.1 +PA +0. +1.1 +1 6 _ 2A +2.7 +2.5 +2.e +0.1 +0.1 +0.2 +0.2 +0.2 + +0.1 0.1 -ok +0. +1.1 l.1.5 + Y f?A +2.1 O +0.1 / 4F1 + +0 +G4 +0.3 + +0.4 rL +0.5 + +1.1 +1.3 +1.8 +1.8 +1.3 .2 2 O 0.1 1 +0.3 0.5 +0.6 +0.6 +OS 0.3 + 0.1 +0A o / +G0 Q 2 /✓/n }HD09 3 + +0.8 +1.0 +1.1 +0. . INE2 All-+ 1 I.P. .7 +0+1LV +111 .1+0.9 +. +OA 0.3 ++0.0 0�0.0 }°' +0.3 + +0.8 +0.8 _FI +0 +0.1 +0. 1 .3 +1.2 +1.7 +46 1.3 + +0.1 +0.0 .0 +0.2 Off .0 +0.3 +OA +0.3 +0.2 +o. +0.1 +0 +0.8 +1.3 +1'a +2.0 +1.8 +1.4 1 +0.1 +0.0 +0. +0.2 ®� o G4, t° 2,0.2 +0.2 +0.1 +0.2 + . + .7 +1. � +1.8 +2.1 + +2.8 +2 +0.4 +0.1 +0.0 .0 A +0.1 ���2lll +0.1 +0.1 +0.2 +0.4 +0.7 +1.3 +1.7 +2.0 3.2 +1.1 + .3 + .1 +0.1 QHS + 0.1 02 04 0.7 1.1 1.5 1.7 1.2 0.5 02 1 CJ +o+ + + + + + + + :von S +0.1 +0.1 +04 +0.6 +0.6 +1.0 4IIA +0.7 +D4 +0.3 + .1 m O +0.2 0.4 +0.6 _III _FI _iI _fI +0.1 +0.1 .1 +0.1 +0.3 +0.3 0.1 +0.1 +0.1 +al +0.1 +0.1 +0 0 +0.0 +0.0 +0.0 \ Y \ +.o .9 O SITE PHOTOMETRIC PLAN +0.9 ° H'° 0.0 +0.0 +0.0 SCALE: 1:20 + .0 NO. REVISION DATE i -;`1' ARCHITECTURAL RESOURCE E /k �,6 TEAM � 0 /•�� Y� GO STAMP CONSULTANT , Dialectic ENGINEERING Dialectic, Inc. T 816-997-9601 310 W 20th Street, Suite 200 F 816-997-9602 Kansas City, MO 64108 DialecticEng.com Virginia Certificate of Authorization Number 407-003805 Copyright 2021 1 CITY COMMENTS 08/24/2021 2 SITE UPDATE /20/2021 3 CITY COMMENTS 01Ol/17/2022 D0265MN4 TIRE raKAD LED LED Area Luminaire KAD LED 40C 10OD40K R4 NB HS Specifications 4` - Capable Luminaire EPA. 12 ftr This item s an A+ capable luminaire, which has been Inm1 designed and tested to provide conmstent color Length: 17-12- id5.m, T appearance and syssem-lave interoperabdity. ❑ 112' • All configurations of this Luminaire meet the Acuity Width d5 m"=-L 7.IR• H Brands'specification for chromatic consistency This Luminairee, A+ Certified when ordered with Height :9.r -lDTL• controls marked by z Weight36s3s. �L� DTL DLL equipped luminaires meet the A+_-- lrrr•d: navy specification for luminaire to photocontrol interoperabilityl • This luminaire is part of an A+ Certified solution for ROAM-2 or XPoini Wireless control networks, providing outof-the-low control compatibility with simple commissioning, when ordered with - drivers and control options marked by a tIIII Nni- To learn mare about Ai, vigil www.acuihbrands.com/aolu3.' 1. 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ID aaera,H,vUF1CW. 11 Al mlal,-„T-•-'®n,x L<nvvY,ibn,°m I] 1RR WYY MAFILMf fA L172-AON/A he Grhake wq•Cuyers.eeaga]m12• i}me11V1D$-sEINn37a •' I>SNWrtED _ L/GATlf/NG emlimro4y:n ar.na, .ynn„a lz ul°,rm,.,m..e a>„n+r CAMMERCWL p11WOR .- Lummaire Type E Catalog Evos-30/07-PR-MW gotham- E V O° C-LDD-120-GZI Multiple Layers of Light `1as Feature Set • BourMing Pay1e optical del , 2.5 SOCM; 85 CRI typical, 90+ CRI optional • Unitized optics mechalinaly attach the light • FidMes are net location, covered ceiling engine to the loer, rellecux for complete opts Available with 30%dimming. l%ramming,or cal aligpllent. dim to dark • 45° cutoff to source and source image Satairig distribubw with freshest edles - Fully senicasue and upradeable Ii LED provides even I I umirlativn on horidental and light engine vertical surface; 70%lu ren maintenance at 60,000 hours ENERGY STAR•emified product Distribution her. A . rRm ,aYm air r 06SeH eum . 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CATALOG NUMBER LAMP BALLAST VOLTAGE WATTS MOUNTING LUMEN OUTPUT NOTES LED WALL PACK - FORWARD DSXVV1 LED 10C 1000 30K TFTM 39W LED SURFACE DF THROW LITHONIA 120 DDBXD 3000K INCLUDED 120 39 MOUNTED 3,673 ON WALL LED WALL PACK - WIDE DSXW1 LED 1OC 1000 30K T2M 120 39W LED SURFACE DW LITHONIA INCLUDED 120 39 MOUNTED 3,512 DISTRIBUTION DDBXD 3000K ON WALL E2 LED DOWNLIGHT GOTHAM EV06-30107-PR-MWD-LSS-120-GZ1 14.7W LED INCLUDED 120 15 RECESSED 750 3000K POLE KAD LED 30C 1000 30K R4 208 HS 108W LED QHS LED POLE LIGHT LITHONIA INCLUDED 208 108 MOUNTED 8,392 DDBXD 3000K CO3 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 SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH IT WAS PREPARED. PUBLICATION THEREOF IS EXPRESSLY Ull TO SUCH. 1636 SEMINOLE TRAIL ALBEMARLE COUNTY CHARLOTTESVI LLE, VA 22901 STORE NUMBER: VAC 12457 PROJECT MANAGER: PREPARED BY: PH: (816) 997-9601 FAX:(816) 997-9602 DRAWN BY: Rill 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 SHE 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 V BURNISHED A�26'—O" T.O. PARAP NIOCONCRETE B.O. CONC. O BURNISHED CMU WALL MTD. LIGHT FIXTL O —0" FIN. FLR. OWINGWALL 1 SWITCHGEAR vKum STREET VIEW SCALE: 1/8" = 1'-0" -= o A INTERNALLY ILLUMINATED SIGNAGE ri 26'-0" T.O. PARAPET �D ALUMINUM COMPOSITE — PANELS (BEYOND) 1ROOF—MOUNTED MECHANICAL EQUIPMENT ( T 1 R E < BURNISHED CMU - 0=D"_ FIN. FLR. 26'—O" T.O. PARAPET zONCRETE CAP B.O. CONC. CAP WALL MTD. LIGHT FIXTURE O BURNISHED CMU C10IL1NG DOOR: FACTORY PRE —FINISHED POWDER COAT RAL 7037 "DUSTY GREY" 0'-0n Z % FIN. FLR. REV: 0 DATE: 01 /10/2022 J O B # VAC 12457 DRAWN BY: CL 2'-0, NUM COMPOSITE S (BEYOND) NUM OSITE CANOPY OC IND) HT. BOLLARD }W METAL DOOR 4 22'-0" OP WINGWALL TO HIDE SWITCHGEAR CABINET SWITCHGEAR FROM _ HOLLOW METAL DOOR Q STREET VIEW u < ALUMINUM COMPOSITE PANELS 28'-0" qV T.O. PARAPET ®ROOF —MOUNTED MECHANICAL EQUIPMENT ALUMINUM COMPOSITE CANOPY T `f ALUMINUM COMPOSITE ' PANELS , < ALL SIDES OF WINDOW WALLS ALUMINUM COMPOSITE PANELS 60'-0" INTERNALLY <A ILLUMINATED SIGNAGE TIRE BUTT JOiNT GLASS CURTAIN WALLS OG STANDARD GLASS WINDOWS METAL CAP O CORRUGATED F METAL SIDING SCALE: 1 /8" = 1'-0" +5 ALUMINUM COMPOSITE CANOPY :�:rrr�rr..[^��c--.^—r�-^�✓^a—��r�—^—�-��c-�—�.^.�.. rr:-�4'��,�r��,��yy.-.-,�.�e.�—..cr-- wariarllwiiiirl��iii�iii���'iiraiiiii�I�iZiwii�i�iil>a�iiii■���rlll a � w•/iil1r1i1a�111iiiilwlriiirii�lliilaaiii�fiii111iiMii iiiMliwlii��iiii Iwiii�liiiiiiiliiiiiaiiiwii�iiiail•1•iiiiiiiis�alii�siiii i� Z •� _ ii �,. .. i ii�i��iii `wl�-s Q lii .i .t : t —iiii i iWN • • off, i�i �• iiii - 1+ i r lii�- —i��i� rwr%II ' -•` iwa�la = > - �wTi- wii'.' sil '�''" EO 0•ii� lii aI. • r .'-'"' .. :wot -�. r: •..... d n. :. - � QiR a • • � •. — - a NORTH ELEVATION SCALE: 1/8" = 1'-0" 128'-0" BURNISHED OH METAL CAP NO OQ ROOF —MOUNTED CMU <A INTERNALLY ILLUMINATED MECHANICAL SIGNAGE 7EQUIPMENT viwQJIEN ME iiiiiiiiOINEE oiiiii NINE i iiiC77iiiiiiiiiiiiiiiiiiii wlwlwlwliiiiiwaiiwll♦i i0irc l < 3'-0" HT.BOLLARD OJ CLADDED STEEL BEAMS OVERHEAD SECTIONAL DOOR � --NOTE: AT PILASTERS. THE SIDES OF THE 11 FACTORY PRE —FINISHED BLOCK THAT FACE THE STOREFRONT AND BRASS DOWNSPOUT NOZZLE POWDER COAT RAL 7037 DOOR OPENINGS ARE SMOOTH. PAINT EXPOSED REFER TO 23/A3.5 "DUSTY GREY" PRECISION CMU SURFACE TO MATCH CMU SOUTH ELEVATION SCALE: 1/8" = i'-0" jj0SCuuMjj@� CTtRLE) THIS PLAN 15 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. 1 CORRUGATED OF 28' — METAL SiDING T.O. PARAPET METAL CAP 26'—O" T.O. PARAPET CON`CEPTUAL ELEVATIONS 1636 SEMINOLE TRAIL CHARLOT, ,„ SVILLE,, VA 22901 ALUMINUM COMPOSITE PANELS IL — T.O. STOREFRONVT ALUMINUM COMPOSITE O CANOPY METAL CAP _ 26'-0" T.O. PARAPET — BURNISHED CMU < 0'-0 1 FAN. FLR. BUTT JOINT GLASS CURTAIN WALLS O STANDARD GLASS WINDOWS 12'—O" gk T.O. STOREFRONT 0'-0" FIN. FLR. —171 < WINGWALL TO HIDE SWITCHGEAR FROM STREET VIEW FINISH LEGEND 3-0IMENSIONAL 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 40%. VISIBLE LIGHT REFLECTANCE (VLR) SHALL NOT EXCEED 30%. A INTEGRAL COLOR BURNISHED CMU BY GRAND BLANC ARCHITECTURAL MASONRY "S.E.D. BLEND" — MASONRY BLOCK SIZE: 8"XS"X16" 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" 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" > ELECTRICAL SWITCHGEAR CABINET: COLOR TO MATCH GRAND BLANC ARCHITECTURAL MASONRY "S.E.D. BLEND" BURNISHED CMU WINGWALL TO HIDE THE SWITCHGEAR: COLOR T 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. BLOCK CAP COLOR TO MATCH SPLIT FADE CMU 8" SPLIT FACE CMU WALL — INTEGRAL COLOR TO MATCH BLDG EAR ELEVATION r 1 1 /2' x 1 1 /2" x 3/16" STEEL TUBE GATE FRAME. ` FULLY WELD — PAINT. 12'-0" 6" x 6" x 6' TALL STEEL PIPE. FILL SOLID WITH CONCRETE. WELD HINGES TO FACE OF PIPE CORRUGATED METAL DECK — WELDED TO INSIDE OF GATE FRAME. PAINT TO MATCH RAL 7038/MATTE TIGER DRYLAC �:Zt7►>I�:1���/G��P� 8" SPLIT FACE CMU WALL — INTEGRAL COLOR TO MATCH BLDG '—HEAVY DUTY CANE 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 1" DIA. SLEEVES FOR CANE BOLTS (TYP. OF 8) PAINTED 6'-0" HIGH GATES, STEEL DECK FASTENED TO INSIDE OF METAL FRAME. 6" DIA. PAINTED BOLLARDS 8" CMU WALL TO MATCH BUILDING MATERIALS AND PLAN COLORS. TRASH ENCLOSURE PLAN / ELEVATIONS I, ARCHITECTURAL RESOURCE TEAM 1055 e. indion school rd. phoenix, az 85014 602-307-5399 I www.art.tecim.com SCALE: 3/16" = 1'-0" Sheet No. C-712 o - I i i I i 496 �� � cl. - �� �.�� I 3i ff 149.: -.� _,. .o - 49®._... \ 'I`P+bO 12a00 'I 12tb0 j 510 500 490 0 J 0 a z 3 a w U Z N F N e AAt TM4/L /.xS, %RTE; 2� AR/ABLE wl,971 Y MH `O WAY, o 45PA417 PAI/ED'IPOB//C IPOAO{1AIr - APPROWAO -ROW. WIN 162.A' I DOT RLi/ECT 29-002-9 I v (P STEO SP 45 A01) ------------- II1'I'' II'11;11'I;11'1'1 --- tl"-_:----;, ;111;1 I,I 1It`-- - ___________ 50 25 12.5 0 50 1 "= 50' 0 Y�OgIG1'rc DIST�CE LINE — — — h PROP. /—� ------- -- / PROR GRADE / EX. GRADE h / 10.00 10+50 11,00 11,50 12,00 12,50 13,00 13,50 14+00 14+50 1540 STOPPING SIGHTDISTANCE SCALE: 1"= 50' HORIZONTAL 1"= V VERTICAL 510 500 490 J 0 m r, z EE W W W Z W U ZjZ(AU 0 Z W W > W zrC9�o�m F W Q 2 W Z >ZUWW2 ai022aQZQ dZ U< W Z F H zw<Q 0 Q J W0 U) W Z Z d Q d J Of U W H REVISIONS REV I DATE COMMENT 1 10/29/2021 PER ISP COMMENTS 2 01/21/2022 PER COUNTY COMMENTS flRTY' 3 04/08/2022 PER COUNTY COMMENTS 4 08/09/2022 PER COUNTY COMMENTS f) Know what's below. Call before you dig. ALWAYS CALL 811 It's fast. It's free. It's the law. APPROVED FOR CONSTRUCTION THIS DRAWING IS INTENDED FOR MUNICIPAL ANDIOR AGENCY REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION NL DOCUMENT UESS INDICATED OTHERWISE. PROJECT NO.: V211201 DRAWN BY: DSH CHECKED BY: RTY DATE: 10/29/2021 CAD I.D.: PLOS -2 PROJECT SITE PLAN DOCUMENTS FOR DO�Qa�aQ PROPOSED LOCATION 1636 SEMINOLE TRAIL ALBERMARLE COUNTY CHARLOTTESVILLE, VIRGINIA 22901 BOHLERI 2150 ASHLAND RD. SUITE 200 RICHMOND, VIRGINIA23146 Phone: (804)893-8200 VA@BohlerEng.com TH Lic. No. 0402056625 08/09/2022 SHEET TITLE: SIGHT DISTANCE PROFILE SHEET NUMBER: C-801 REVISION 4 - 08/09/2022 J Q w z 3 w u, a z_ z 3 6 N z z 3 9 0 U SEWER SERVICE LATERAL CONNECTION NOTES: 1. WHERE A SEWER SERVICE LATERAL CONNECTS TO A MANHOLE AND NO INVERT ELEVATION FOR THE SERVICE LATERAL IS INDICATED , THE TOP (CROWN) ELEVATION OF THE SERVICE LATERAL PIPE SHALL BE AT LEAST 0.2' HIGHER THAN THE TOP (CROWN) ELEVATION OF THE THE LOWEST PIPE CONNECTED TO THE MANHOLE 2. SEWER LATERALS TAPPED INTO AN EXISTING SEWER MAIN SHALL BE CONNECTED USING A PIPE SADDLE 3. MINIMUM GRADE FOR SEWER SERVICE CONNECTION SHALL BE 2% �Q (1 /4PER FOOT ) 4. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER 2' MIN DIAMETER OF 4°. S. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER OF 3 FEET. SALT TREATED FINISHED GROUND 2 x 4 MARKER I Li PLUG END OF MAIN LINEfIN SECTION SERVICE LATERAL WYE-TEE PLAN VARIES R SEWER SERVICE LATERAL CONNECTION N.T.S. FIG. S-2 TD-33 COVER LIFT NOTCH 14 1/2" 12 1/2" 12 3/8" WATER CAST IRON LID 18' METER BOX 'D '1? 6" EXTENSION PIPE SLOT (2 PLACES) NOTES: (1) A 1-3/4" DIAMETER HOLE IS REWIRED IN THE LID FOR TOUCH READ METERS. TYPICAL METER BOXES (5/8"-l" METERS) NTS FIG. W-7 METER SIZ DIMENSION DIMENSION DIMENSION A B C 1 v2' 3'1' s'o' 3'a- 2' 3' ' S'G' 3' S' 4- 5' MIN. 1 12' MIN.I &, max GREATER THAN 4' PROPOSALS WILL BE SUBMITTED. B DDUL RDKTES I I I I I I I I I I I I I I I I LIFT HANDLE L----------------- TYPICAL METER VAUL1 N.T.S. FIG, W-7A TD-14 SIDE VIEW 75' DIAMETER DRILLED TOLE FOR TOUCH READ NRS. TOP VIEW 3" DIAMETER FLAT BEARING SURFACE UNDERNEATH ?4' XMIN36' 4LUUM ACCESS NATCH NOTE: HYDRANT MUST BE EQUIPPED WITH CHARLOTTES- VILLE THREADS WHICH IS THE LOCAL STANDARD. 1 LENGTH OF BRANCH VARIES 6' MIN 2' TO 10' (2701 18"-22" ALVE BO 7 CU. FT. N68 STONE 42"MIN •'; ,' 6" GATE ••.I VALVE )'I; .-). TEE 2500 P.S.I. CONCRETE ` BASE ATHRUST AG '.'iI�'�.'�• BLOCK AGAINST UNDISTURBED STABLE SOIL. STEEL PILE -7 WHEN THE SOIL IS DISTURBED OR WHEN RESTRAINED JOINT FITTINGS A HYDRANT IS LOCATED IN A FILL. IN ADDITION TO POURING CONCRETE, A STEEL PILE SHALL BE USED AS ADDITIONAL SUPPORT. NOTE 1. SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE. 2. MAINTAIN A 3 1/2' MIN. COVER FROM THE MAIN TO THE FIRE HYDRANT ( INCLUDING DITCHES ) 3. FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND VALVE BOX. 4. THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH. IT IS NOT ALLOWED IN THE DITCH. 5. FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS WHERE WEEP HOLES ARE ABOVE THE PREVAILING GROUNDWATER ELEVATION. IF REWIRED TO BE IN WET AREAS, THE WEEP HOLES SHALL BE PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY. TYPICAL FIRE HYDRANT ASSEMBLY DETAIL N.T.S. FIG. W-4 TD-8 -� O 44' MIN. I+ OR MN. 4'. •• MM. t• 1]s' � 4'. f� 3r 18 MN I-�--17.Y-►{ .v ,A SY MK MINCNUT LOCKING ASSEMBLY 12�YIN. BYPASS NOTES: 1. PROVIDE A 6' THICK GRAVEL BED BENEATH THE METER VAULT. 2. MINIMUM WALL THICKNESS FOR PRECAST OR POUR -IN -PLACE VAULTS SHALL BE 4". MINIMUM WALL THICKNESS FOR VAULTS CONSTRUCTED OF MASONARY BLOCK SHALL BE 8-. 3. THE OUTSIDE OF THE VAULT BELOW GRADE SHALL BE COATED WITH AN APPROVED WATER PROOFING COMPOUND. TYPICAL METER VAULT (1 1/2" METER) NTS FIG. W-78 m-1 s I' COMPRESSION X 3/4' MALE PPE COUPLING OR APPROVED EQUAL I' K• SOFTT COPPER r.rX NOTE: NO SNSATED RITRIGS DUAL SERVICE SINGLE SERVICE mom I) SADDLES SHALL BE USED ON PVC PPE. 1/8 BEND COUPLING FOR USE ON ATTACMED SINGLE FAMILY RE9CENIUL SERVICES OR DUAL RESIIENTAL AND IRRIGATON SERVICES. 3. FL ^MIPRESSION v 3/6' PALE PIPE COUPMNG PPROMD EQUAL FOR USE ON DETACNED SINGLE FAMI RESIDENTAL SERVICE WHERE AN IRRIGATION METER IS NOT PROMDED- CAST IRON UD T,• nFASHED GRACE / �CCNPCRATION STOP NECESSARY SAND OR OUST UXCEN MOT SKC XO. NO. 5] BOX AND FETTER (2-INGI AGGREGATE MNIWM IHICNNESS) TYPICAL SERVICE LATERAL INSTALLATION (5/8" & 1" METERS) NTS FIG. W-6A EraL: 12" VAN ACCESSIBLE z ODO mLID OW 00 In UI O � - In F I- o �0 J 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 V-6„ NOTE: ONE AT EACH ADA SPACE. WHERE ADA SPACES FACE EACH OTHER WITHOUT WALKWAY, THERE SHALL BE ONE POST WITH SIGNS MOUNTED BOTH SIDES BOLLARD MOUNTED ADA PARKING SIGN DIET, CONCRETE FILL TO BE ROUNDED FOR PROPER RUN OFF 4" DIAMETER STEEL PIPE FILLED W/ CONCRETE PAINTED TRAFFIC YELLOW AND EMBEDDED IN CONCRETE BASE 4 O TOP OF ASPHALT OR CONCRETE SLAB 3000 P.S.I. NOTE: =III=III 6" IIIIII- 1 1. SEE SITE PLAN FOR LOCATION(S). J MIN. BOLLARD DETAIL NOT TO SCALE 3,000 P.S.I ASPHALT OR CONCRETE AS� DETERMINED BY TRAFFIC SURFACE,,, 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 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. TRUNCATED DOME PATTER EDGE OF CURB d, aq a 4 : _ a da a :a d _ SLOPE. i' - i SLOPE L 7 . 1 P:1 "MAX: a . . '' ,d "<" 121 MAX., " a' . . aa_ - a - e 00000000 000000000 a 00000000 000000000 'aa .de 00000000 000000000 .�." ' " ^ � 00000000 000000000 " MIN. NOTE: ADA ACCESSIBLE RAMP CONSTRUCTION SHALL CONFORM TO CURRENT ADA ACCESSIBLE GUIDELINES. LIGHT DUTY ASPHALT PAVEMENT SECTION ADA ACCESSIBLE RAMP DETAIL NOT TO SCALE NOT TO SCALE -CONCRETE PAVEMENT SECTION 6" CONCRETE 8" COMPACTED STONE BASE (VDOT 21A/B) 6x6 W WM (10 GA.) PAVEMENT SURFACE TACK COAT (SEE PAVEMENT DETAIL) APPLIED ATARATE F .2 ALL N / .Y. O 0 G O SS \-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 -TO ASPHALT DETAIL CONCRETE SECTION NOT TO SCALE NOT TO SCALE 2' MIN. CLEAR ZONE __(TYP., LT. & RT.) VARIES 2% MAX. CROSS SLOPE COMPACTED SUBGRADE GEOTECHNICAL REF 1­4" 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. FULL HEIGHT CURB CURB TAPER PAVEMENT -1" RADIUS 2- CONCRETE SIDEWALK DETAIL CURB TAPER DETAIL NOT TO SCALE NOT TO SCALE JJJJJJJ JJJJJJJ) JJJ_' 1JJJ m JJJ�JJJ JJJ. S 1JJJ JJJ_ 1JJJ )JJJJJJJ JJJJJJ )JJJ 18" SQUARE CONCRETE ENCASEMENT (3000 P.S.I CONCRETE) RATED CLEANOUT COVER 2" ASPHALT OR CONCRETE Y 4" SEWER CLEANOUT CAP - - ✓°" s; III -I I (- SAND CUSHION -I - -I I 3000 P.S.I. CONCRETE 6" PVC ENCASEMENT PIPE TRAFFIC RATED CLEANOUT DETAIL NOT TO SCALE GRADE FIN NOTES: 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. HEADER CURB DETAIL NOT TO SCALE C7 z D_ W W z W WFD_ LLI �W GOp�zofW }tWzC=~ W Q Ix W ) 0 U7<1CD mij z U) QLU Qz OZof QFQ Z JOfZU) (L Of a�a 5 J O U W 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 4 08/09/2022 PER COUNTY COMMENTS Know whars below, Call before you dig. ALWAYS CALL 811 It's fast. It's free. It's the law. APPROVED FOR CONSTRUCTION THIS DRAWING IS INTENDED FOR MUNICIPAL ANO/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 ®o�1 aE PROPOSED LOCATION 1636 SEMINOLE TRAIL ALBERMARLE COUNTY CHARLOTTESVILLE, VIRGINIA 22901 BOHLERI 2150 ASHLAND RD. SUITE 200 RICHMOND, VIRGINIA23146 Phone: (804)893-8200 VA@BohlerEng.com Lic. No. 0402056625 ic�l 08/09/2022 A4 SHEET TITLE: CONSTRUCTION DETAILS SHEET SHEET NUMBER: C-901 REVISION 4 - 08/09/2022 GR-MGSI, IA TRAFFIC DIRECTION FOR ROIL LAP AS SHOWN E <SEE NOTE D 34/2" 3'4/2" 1 3'-I/r" 1 3'-1y2' GR-MGSI (61 POST SPACING) MN. DISTANCE FROM FACE OF RAL TO FIXED OBJECT • W" "SeU:E BOLT" WITH -1 8 PER SPLICE SPLICE DETAL FEAR. SPLICE SHALL BE PLACED MO-SPIA FOR STANDARD POST SPACING UT-3'9 GR-MGS1A (3'-%" POST SPACING) MIN. DISTANCE FROM FACE OF RAIL TO FIXED OBJECT 48" FLARE RATES DESIGN SPEED INSIDE SHY LIFE BEYOND SHY LINE Mx LWE LS FLARE RATE FLARE I RATE 70 8' 30:1 15:1 t 80 B' 28:1 tan W 50 8.5' 21:1 1 11:1 40 5' 16:1 a:1 30 4• • SUGGESTED MAXIMA FLARE RATE FOR SEMI-FIGD B/(aiER SYSTEMS. NOTES: I. GUARDRAIL LOCATIONS SHOWN ON PLANS ARE APPROXIMATE 7. ALL W-BEAM RAILS SHAL BE LAPPED IN THE DIRECTION ONMD CAN ADJUSTED DURING CONSTRUCTION F AND OF VEHICULAR TRAVEL FOR THE FINISHED ROADWAY. DIRECTED BY THE ENGINEER, 5. ARJUSTING EXISTING OUADRAL, TO MEET THE MG51 2. FOR METALS OF POST AND ELOCKOUTS SEE SHEET NO. 506.05. STANDARD IS NOT PERMITTED. 3. FOR PETALS OF RAL ELEMENT, AND ASSOCIATED HARDWARE SEE SHEETS 506.01 AND 506.02. 4. RAL ELEMENTS WITH RMII LESS THAN ORE AL TO 150 FEET SHALL BE SHOP CURVED AFL) PAD FOR AS AIIM GR-MCSL OR IA S. NL (iFMG51 AND GR-MGS1A FINE SHALL BE MAINTAINED AT A HEIGHT OF 30" MN - 32" MAX AS MEASURED PER DESCRIPTION ITEM CODE STANDARD GRANS. GUARDRAIL WR-MM1 Z280 LF 6. ALL GUARDRAIL POSTS SHALL BE SET PLUMB. POST SHALL GUARDRAIL GR-MSIA U281 LF MT BE SET WITH A VARIATION OF MORE TEMPT' PER FORT GUARDRAIL M-MS. 9-MST U282 LF FROM VERTICAL W-BEAM. BLOCKOUTS. AND POSTS SHALL BE WARD AIL RADIAL G1E-MG51 0283 LF . SET AND AIGNED WITHOUT ALTERATION OR FERRCE, 0.S MR GUARDRAIL RADIAL M-MG51A Z284 LF SECTION 505 OF THE SPECIFICATIONS. GUARDRAIL RADIAL GR-MGSI,9'POST U285 LF AND SIGNED DRAWING IS ON FILE IN THE OFFICE. A COPY OF THEIDIGWESTM XVD❑T ERENCE EXENCE M GUARDRAIL SYSTEM READ ROAD AND BRIDGE STANDARDS 231 23fi (STANDARD AND REDUCED POST SPACING) DATE REVISION.2/17 SHEEN 1 OF 2 505 VIRGINIA DEPARTMENT OF TRANSPORTATION NEW 508A4 2016 ROAD & BRIDGE STANDARDS XVDOTVirginia aioner of Transportation February 2015 ACCESS MANAGEMENT EXCEPTION REQUEST: AM-E ACCESS MANAGEMENT REGULATIONS 24 VAC 30-73 SECTION 120 Submitted by: Ms. Holly Hatcher Date: 8/2/2021 Email Address: hhatcher@bohlemng.com Phone: (804)893-8200 Address: 2150 Ashland Road, Suite 200, Richmond, VA 23146 Project Name: Discount Tire -Seminole Trail Rter# US 29 incaliry: Albemarle ri 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 District's 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 LDA40 Design Exception or the LDI Design Waiver forms for design and engineering standards, e.g. radius, grade, sight distance. See IIM-LD-227 on VDOT web she 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. ❑ e. 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 220 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: 8/2/2021 Email Address: hhatcher@bohlemng.com Phone: (804)893-82DO Address: 2150 Ashland Road, Suite 200, Richmond, VA 23146 Project Name: Discount Tire -Seminole Trail Rte# US 29 iacalily: Albemade ri 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 District's 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 an VDOT engineering judgment. (5). Use the LD40 Design Exception or the LD- S Design Waiver forms for design and engineering standards, e.g. radius, grade, sight distance. See 1114-1,10-227 on VOW web she 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: GR-MGs1, Is 4•-P -SEE NOTE 4T s-B- SLOPE 10:1 M NIMU1 ON FLATTER Wft OR W6XBS STEEL POST 6LENCTH STANDARD INSTALLATION & STEEL POST SEE NOTE 4 (, 19" LESS THAN 2- SLOPE UH MAXMM 4" MIN. CR LATTER 3r' s W5a9 OR W6,5.5 STEEL Try-_ POST 9-LENGTH -�P 2" TREATED PINE BLOCK. )CKOUT LE 1 HE. 1 1 1 1 1 7„ 1 1 1Y' } STEEL POST 6" WIDE ROUTED WOOD BLOCKOUT NOTES; t ALL BOLTS. NUTS, WASHERS. AND OTHER STEEL ITEMS ARE TO BE GALVANIZED. 2. BLO:KOITS OTHER THAN SHOWN SHALL BE A War APPROVED PROOUCT MEETING MASH TESTING CRTERA BLOCKOUTS SHALL BE FROM THE MINE APPROVED PRODUCTS LET. APPROVED SLOCKOUTS MAY BE INTERCHANGED ON MY ONE PROJECT WITH THE RESTRICTION THAT THE SIRE TYPE OF BLOMOUT MST BE USED NARY SINGLE RUN OF GUARDRAIL. 3. WOOD MOCKOUTS SHALL BE TREATED WITH A WOOD PRESERVATIVE N ACCORDANCE WITH THE SPECIFICATIONS. 4. DIMENSION MAY VARY PLUS OR YHUS y ME TO MARUFACTIINNC TOLERANCES N GUARDRAIL CWPOENTS. GUARDRAIL INSTALLATION SITES REQUIRING 9' GUARDRAIL POSTS ROAD AND �ISTANDARDS A COPY OF THE ORIf.1NAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE. SPECIFIGTpN MIDWEST GUARDRAIL SYSTEM REFERENCE SHEET 2 OF 2 REVISION DATE (STANDARD AND REDUCED POST SPACING) $36 506.05 NEW 02/17 NRCNA DEPARTMENT OF TRANSPORTATION 505 2016 ROAD & BRIDGE STANDARDS February 2015 ❑I 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) IAttached: 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 Injommtion 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 1S0 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 12o C.3.q ❑Attached: A traffic 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 roundabom and (ii) provides documentation that the proposed signal will not impact safety and traffic Row. (Section 120 CS) 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. l] EXCEPTION TO THE SPACING STANDARDS FOR: • Commercial entrances; intersections/median crossovers ITable 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 It 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/rightout entrance. (Section 120 C.3.0 ❑ 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 (i) 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 C5) February 2015 ■ E. The developments 2nd (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. Q Attached: Aerial photo of Corridor identifying proposed entrance/intersection location. (Sect 120 C.3.b) FOR VDOT USE ONL Recommendation on Exception Request: Approvers Daryl I I Date: 8/6/21 Area Land Use Engineer or: Name Adam J. Moore. PE Remarks: 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 Came Shepheard, PE on 8/3/21 Exception Request Action: ApproveI DeniedlJ 11 Date: District Administrator or Designee: MIrneu ASNroNM1IA 9(121 0A'JR 1V'JJYIN'M' 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 Bradley.Shellon@VDOT.Viroinia.00v 3 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: Approvel]✓ Daryl I I Date: 8/6/21 Area Land Use Engineer or: Name Adam J. Moore, PE Remarks: 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: Approved✓ Denied 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 Co-z A •5 DOWELSB" LONGF AT 12" C-C 5'YIN. MRMSSBLE WETRUCTDN tt:t 4AX ic u:t 4nx B 1 c r'A -IRA n. all ro 20.1 TH2W0 TRARSRION GUTTER PAN SLOPE TO 20-1 THROUGH RNAP LENGTx CUTTER PIN 4AXW4 SLOPE 20:1 5'-0" MIN SHAPE TO MATCH POLE OF ROADWAY CURB BRIO( OF CUB AX 20:1 4 : t` T5IL1`fi L a 6 S`ISSi 4 ANNI 4en MU. r MN. SECTION A -A F.I. 4W1M"X, SOPE DETECTABLE WARNING SURFACE PERMISSIBLE Owe CONSTRUCTION JOINT raO55W&K r (AL SECTION B-B or OBA CONCRETE NOTES: 1. FOR GENERA NOTES ON THE DETECTABLE WARNING SURFACE. ONE BUFFSDREC7ON SEE SHEET I OF 5. WITHOUT BUFFER STRIP 2. THE REQUIRED LENGTH OF A PARALLEL RAMP 6 LIMED TO 15 FEET, REGAALESS OF THE SLOPE. 3. GUTTER PAN SHALL BE A MAXIMUM SLOPE OF 200 AT THE RAP OPENING. 4. DAGON . R/QLENT 15 NOT PERMITTED. TYPE B PARALLEL APPLICATION Rom CRI➢E MNIWMRNAP LENGTH IN PERCENT IN FEET 4" CURB 6" CUB 0 4 6 1 52 5 a 3 6 9 4 a 25 D 15 ROAD AND �I�$ ANDARDS SHEET 3 OF 5 REVISION DATE 204.0304/ L CROSSWALK CROSSn n II n CROSSW&K TWO DIRECTIONS SMALLER RADI WITHOUT BUFFER STRIP A COPY OF THE DRIGI SEED AND SIGHED DRAWING IS ON FILE N THE CENTRAL OFFICE. CC-12 DETECTABLE WARNING SURFACE TYPE B (PARALLEL) APPLICATION VIRGINIA DEPARTMENT OF TRANSPORTATION 2016 ROAD IS BRIDGE STANDARDS ONE DIRECTION WITH BUFFER STRIP 2016 ROAD IS BRIDGE STANDARDS TACK COAT THE PROMISED CONSTRUCTI ON JOINT -IXOTNG ASRVLT LAYERS PROMSEO ASPHALT LAYERS EXISTING SUBBASE PROPOSED SUBBASE COMPACTED SUBGRADE CONSTRUCTION JOINT DETAIL ® REMOVE EXISTING ASPHALT LAYERS TO EXISTING SBBASE AD REPLACE WITH PROPOSED ASPHALT WIDENING LAYERS ® PROPOSED MINIMUM 1'/ OUCH THICK ASPHALT SURFACE COURSE (SEE NOTE 5) i MINIMUM 12 INCHES, OR GREATER AS NECESSARY TO MET THE FULL THICKNESS OF EXISTING ASPHALT LAYERS AS DETERMINED BY CORES (SEE NOTE 3) DI SPECIFICATION REFERENCE Has 502 504 NOTES: 1. ASPHALT PAVEMENT WIDENING SHALL HAVE A PAVEMENT DESIGN IN ACCOBNDE 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 OF THE LAYERS OF EETNG PAVEMENT. SUBSURFACE DRAINAGE OF THE EXISTING AND PROPOSED PAVEMENT SHALL BE ADDRESSED N THE PAVEMENT DESIGN. 3. A MINIMUM OF THREE CORES SH&L BE THEN ALONG 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 50D FEET MART. 4. THE ADJACENT TRAVEL LANE SHALL HE MILLED A MINIMUM DEPTH OF 1 1/2 '"DIES AND 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 MILLING DEPTH OF THE EXISTING PAVEMENT TO BE ADJUSTED TO ACHIEVE AN ACCEPTABLE PAVEMENT CROSS -SLOPE AND EFFEC W SURFACE MANAGE. 6. EXISTING PAVEMENT MARKINGS MD MARKERS WITHIN THE PROJECT LIMITS SHALL BE RESTORED SUBJECT TO THE APPROV& OF THE ENGINEER. T. FIN& TRANSVERSE PAVEMENT TIE-IN SHALL CONFORM TO THE REQUIREMENTS OF SECTION 315 OF THE SPECIFICATIONS EXCEPT THAT ALL JOINTS AT IRE -IN LOCATIONS SHALL BETESTED USING A 10 FOOT STRAGHTEDCE IN ACCORDANCE WITH THE REMREMENTS OF SECTION 315 OF THE SPECIFICATIONS. ROAD AND BRIDGE STANDARDS STANDARDS ROAD AND �I�$ ANDARDS SHEET 3 OF 5 REVISION DATE 204.0304/ L CROSSWALK CROSSn n II n CROSSW&K TWO DIRECTIONS SMALLER RADI WITHOUT BUFFER STRIP A COPY OF THE DRIGI SEED AND SIGHED DRAWING IS ON FILE N THE CENTRAL OFFICE. CC-12 DETECTABLE WARNING SURFACE TYPE B (PARALLEL) APPLICATION VIRGINIA DEPARTMENT OF TRANSPORTATION 2016 ROAD IS BRIDGE STANDARDS ONE DIRECTION WITH BUFFER STRIP 2016 ROAD IS BRIDGE STANDARDS TACK COAT THE PROMISED CONSTRUCTI ON JOINT -IXOTNG ASRVLT LAYERS PROMSEO ASPHALT LAYERS EXISTING SUBBASE PROPOSED SUBBASE COMPACTED SUBGRADE CONSTRUCTION JOINT DETAIL ® REMOVE EXISTING ASPHALT LAYERS TO EXISTING SBBASE AD REPLACE WITH PROPOSED ASPHALT WIDENING LAYERS ® PROPOSED MINIMUM 1'/ OUCH THICK ASPHALT SURFACE COURSE (SEE NOTE 5) i MINIMUM 12 INCHES, OR GREATER AS NECESSARY TO MET THE FULL THICKNESS OF EXISTING ASPHALT LAYERS AS DETERMINED BY CORES (SEE NOTE 3) DI SPECIFICATION REFERENCE Has 502 504 NOTES: 1. ASPHALT PAVEMENT WIDENING SHALL HAVE A PAVEMENT DESIGN IN ACCOBNDE 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 OF THE LAYERS OF EETNG PAVEMENT. SUBSURFACE DRAINAGE OF THE EXISTING AND PROPOSED PAVEMENT SHALL BE ADDRESSED N THE PAVEMENT DESIGN. 3. A MINIMUM OF THREE CORES SH&L BE THEN ALONG 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 50D FEET MART. 4. THE ADJACENT TRAVEL LANE SHALL HE MILLED A MINIMUM DEPTH OF 1 1/2 '"DIES AND 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 MILLING DEPTH OF THE EXISTING PAVEMENT TO BE ADJUSTED TO ACHIEVE AN ACCEPTABLE PAVEMENT CROSS -SLOPE AND EFFEC W SURFACE MANAGE. 6. EXISTING PAVEMENT MARKINGS MD MARKERS WITHIN THE PROJECT LIMITS SHALL BE RESTORED SUBJECT TO THE APPROV& OF THE ENGINEER. T. FIN& TRANSVERSE PAVEMENT TIE-IN SHALL CONFORM TO THE REQUIREMENTS OF SECTION 315 OF THE SPECIFICATIONS EXCEPT THAT ALL JOINTS AT IRE -IN LOCATIONS SHALL BETESTED USING A 10 FOOT STRAGHTEDCE IN ACCORDANCE WITH THE REMREMENTS OF SECTION 315 OF THE SPECIFICATIONS. ROAD AND BRIDGE STANDARDS STANDARDS ASPHALT PAVEMENT WIDENING FOR WIDENING SUBJECT TO TRAFFIC VIRGINIA DEPARTMENT OF TRANSPORTATION ICATI MEFERENCEN 3153p3 s1EET 1 OF I REVISION DATE p2 2016 ROAD & BRIDGE STANDARDS Z Z EE W W W U) Z W C7 ZjZ(gU Z W 1--U W� UZW W(n>W ZrcD=��� F W Q 2 W Z >Z0W(n0 Q 7 2 Q Q Z Q Z(42wZFF 0ZQQa~of Z J 0D W Z Z d Q > o J U W H m REVISIONS REV DATE COMMENT 1 10/29/2021 PER ISP COMMENTS 201/21/2022 PER COUNTY COMMENTS flRTY 3 04/OS/2022PER COUNTY COMMENTS 4 08/09/2022 PER COUNTY COMMENTS 15 Know what's below. Call before you dig. ALWAYS CALL 811 It's fast. It's free. It's the law. 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. jiiiiiiiiiii PROJECT No.: V211201 DRAWN BY: DSH CHECKED BY: RTY DATE: 10/29/2021 CAD I.D.: CNDS -2 PROJECT SITE PLAN DOCUMENTS FOR DO�Qa�aQ PROPOSED LOCATION 1636 SEMINOLE TRAIL ALBERMARLE COUNTY CHARLOTTESVILLE, VIRGINIA 22901 BOHLERP 2150 ASHLAND RD. SUITE 200 RICHMOND, VIRGINIA 23146 Phone: (804)893-8200 VA@BohlerEng.com ALTH n� Lic. No. 0402056625 08/09/2022 SHEET TITLE: CONSTRUCTION I DETAILS SHEET SHEET NUMBER: C-902 1 2 3 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. REVISION 4 - 08/09/2022