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HomeMy WebLinkAboutSDP201800048 Plan - Revision Final Site Plan and Comps. 2018-10-09SITE DATA APPROVAL 3267 PROFFIT ROAD ADDRESS CHARLOTTESVILLE, VA GENERAL NOTES ALBEMARLE COUNTY JURISDICTION C-103 ZONING C-201 EXISTING HIGHWAY COMMERCIAL - HC PROPOSED HIGHWAY COMMERCIAL - HC SITE AREA C-302 EXISTING 1.44 AC PROPOSED 1.52 AC BUILDING AREA 6,049 SF BUILDING AREA PERCENTAGE OF FUTURE SITE 9.14% AREA C-503 PROP. IMPERVIOUS SURFACE COVER OF 1.26 AC (82.9%) FUTURE SITE AREA C-702 PARKING REQUIRED 36 SPACES (WAIVER REQUESTED) PARKING PROVIDED 46 SPACES AREA OF PAVED PARKING AND VEHICULAR 1.00 AC (65.8%) CIRCULATION C-706 HANDICAP 3 SPACES ZONE A 24 SPACES (INCL. 3 HANDICAP) ZONE B 22 SPACES ZONE C 0 SPACES TOTAL 46 SPACES # OF TRUCK/OVERSIZED PARKING 0 REQUIRED BUILDING SETBACKS FRONT YARD(SEMINOLE TRAIL 10 FEET AND PROFFIT ROAD) SIDE YARDS(NORTH AND EAST N/A PROPERTY LINES) PROVIDED BUILDING SETBACKS FRONT YARD(SEMINOLE TRAIL ±164 FEET (SEMINOLE TRAIL) AND ±81.5 FEET (PROFFIT AND PROFFIT ROAD) ROAD) SIDE YARDS(NORTH AND EAST ±43 FEET (NORTH) AND ±91 FEET (EAST) PROPERTY LINES) REQUIRED PARKING SETBACKS FRONT YARD(SEMINOLE TRAIL NIA AND PROFFIT ROAD) SIDE YARDS(NORTH AND EAST N/A PROPERTY LINES) PROVIDED PARKING SETBACKS FRONT YARD(SEMINOLE TRAIL ±10 FEET (SEMINOLE TRAIL), ±8 FEET (PROFFIT ROAD) AND PROFFIT ROAD) SIDE YARDS(NORTH AND EAST ±6.0 FEET (NORTH), ±7.5 FEET (EAST) PROPERTY LINES) REQUIRED LAND BUFFERS FRONT YARD(SEMINOLE TRAIL N/A AND PROFFIT ROAD) SIDE YARDS(NORTH AND EAST N/A PROPERTY LINES) PROVIDED BUFFERS FRONT YARD(SEMINOLE TRAIL ±10 FEET (SEMINOLE TRAIL), ±8.0 FEET (PROFFIT ROAD) AND PROFFIT ROAD) SIDE YARDS(NORTH AND EAST ±6.0 FEET (NORTH), ±7.5 FEET (EAST) PROPERTY LINES) BUILDING TYPE W5OT-FB-VA-M CANOPY CONFIGURATION STACKED CANOPY TYPE A -FRAME # OF MPD'S 6 TYPE OF MPD'S (6) 3+1 SQUARE FEET OF ASPHALT INSIDE R.O.W. (TO 29,680 SF BE SEAL COATED) SQUARE FEET OF LAWN TO BE MOWED 13,600 SF SQUARE FEET OF MULCH AREA 7,050 SF NOTES: 1.THIS SITE ALSO LOCATED IN THE ENTRANCE CORRIDOR OVERLAY DISTRICT. 2.1 SIGN PER STREET FRONTAGE, OR 2 SIGNS PER ENTRANCE, PER LOT WITH 100 OR MORE FEET OF CONTINUOUS STREET FRONTAGE PLUS 1 SIGN PER LOT IF THE LOT IS GREATER THAN 4 ACRES AND HAS MORE THAN 1 APPROVED ENTRANCE ON ITS FRONTAGE. 5 FEET BETWEEN PROPERTY LINE AND SIGN IS REQUIRED. 3. PER A CONVERSATION WITH COUNTY STAFF, THE PARKING REQUIREMENT FOR THIS SITE 1S BASED A GAS SERVICE STATION (1 SPACE / 2 EMPLOYEES AND 1 SPACE PER SERVICE BAY) AND RETAIL SALES USE (1 SPACEI 100 SF RETAIL SALES AREA, WHICH IS DEFINED AS 80% OF GROSS FLOOR AREA) . THE REQUIRED PARKING CALCULATIONS WERE BASED ON 5 EMPLOYEES AND A RETAIL SALES AREA OF 4,800 SF. 4. THE "LAYOUT PLAN" (SHEET 8 OF 15 AND "COVER SHEET" (SHEET 1 OF 15) OF APPROVED FINAL SITE PLAN SDP201000029 REQUIRED 165 PARKING SPACE, AND 198 PARKING SPACES WERE PROVIDED. THE PROPOSED MODIFICATIONS SHOWN ON SDP201800048 (THE ELIMINATION OF FOUR (4) SPACES ON THE ADJOINING PROPERTY) WOULD NOT TAKE THE ADJOINING PROPERTY OUT OF COMPLIANCE WITH THE MINIMUM PARKING REQUIREMENTS IDENTIFIED IN SDP201000029. CONTACT INFORMATION REJL'ER_t_ NClsad BOUNDARY & TOPOGRAPHIC/ALTA SURVEY: ALTA/NSPS LAND TITLE SURVEY, WAWA 3267 PROFFIT ROAD RIVANNA MAGISTERIAL DISTRICT ALBEMARLE COUNTY, VIRGINIA PREPARED BY BOHLER ENGINEERING. PROJECT NO. SV162083. DATED 10127117. REVISED 10/9/18 BUILDING PLAN: WAWA STACKED 6 A FRAME GAS CANOPY RT 29 & PROFFIT RD CHARLOTTESVILLE, VA PREPARED BY CUHACI & PETERSON. PROJECT NO. 2180068. DATED 03/26/2018. GEOTECHNICAL REPORT: SUBSURFACE EXPLORATION AND GEOTECHNICAL ENGINEERING REPORT 3267 PROFFIT ROAD RIVANNA MAGISTERIAL DISTRICT ALBEMARLE COUNTY, VIRGINIA PREPARED BY ECS MID -ATLANTIC, LLC PROJECT NO. 28:2173. DATED 11/17/17. GOVERNING A GENCIES COUNTY OF ALBEMARLE DEPARTMENT OF COMMUNITY DEVELOPMENT 401 McINTIRE ROAD CHARLOTTESVILLE, VA 22902 PHONE: (434) 296-5832 FAX: (434) 972-4126 UT7/ I TIE8 ALBEMARLE COUNTY SERVICE AUTHORITY 168 SPOTNAP ROAD CHARLOTTESVILLE, VA 22911 TEL: (434) 977-4511 C:\USERS\LOSBORNE\APPDATA\LOCAL\TEMP\ACPUBLISH_16112\V162083SD1.DWG PRINTED BY: LOSBORNE 10.10.18 @ 8:50 AM LAST SAVED BY: LOSBORNE SITE PLAN DOCUMENTS,, 0 0 LOCATION OF SITE 3267 PROFFIT ROAD CHARLOTTESVILLE, VA 22901 RIVANNA MAGISTERIAL DISTRICT ALBEMARLE COUNTY, VIRGINIA TAX MAP: 32A-02-1 S LOCATION MAP COPYRIGHT' ADC THE MAP PEOPLE PERMIT IUSE NO. 20602153-5 SCALE: 1"=2000' DEVELOPER RC DEVELOPMENT GROUP, LLC 8605 WESTWOOD CENTER DRIVE, SUITE 410 VIENNA, VA 22182 CONTACT: MARK FONTAINE (703)404-2346 PREPARED BY MALLOY PROPERTIES III, LLC 1300 RICHMOND ROAD CHARLOTTESVILLE VA, 22911 (877) 916-5766 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540) 349-4500 Fax: (;540) 349-0321 VA@BohlerEng.com CONTACT: JONATHAN Q. RITCHIE, P.E. SHEET INDEX e, APPROVAL DATE DEPARTMENT OF COMMUNITY DEVELOPMENT C-101 GENERAL NOTES PLANNER20NING GENERAL NOTES AND LEGEND C-103 ENGINEER C-201 DEMOLITION PLAN INSPECTIONS SITE FLAN C-301 ARB C-302 TRUCK MOVEMENT PLAN DEPARTMENT OF FIRE RESCUE GRADING PLAN C-401 ALBEMARLE COUNTY SERVICE AUTHORITY C-501 UTILITY PROFILES VIRGINIA DEPARTMENT OF TRANSPORTATION STORM COMPUTATIONS C-503 HEALTH DEPARTMENT C-701 LANDSCAPE NOTES AND DETAILS S LOCATION MAP COPYRIGHT' ADC THE MAP PEOPLE PERMIT IUSE NO. 20602153-5 SCALE: 1"=2000' DEVELOPER RC DEVELOPMENT GROUP, LLC 8605 WESTWOOD CENTER DRIVE, SUITE 410 VIENNA, VA 22182 CONTACT: MARK FONTAINE (703)404-2346 PREPARED BY MALLOY PROPERTIES III, LLC 1300 RICHMOND ROAD CHARLOTTESVILLE VA, 22911 (877) 916-5766 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540) 349-4500 Fax: (;540) 349-0321 VA@BohlerEng.com CONTACT: JONATHAN Q. RITCHIE, P.E. SHEET INDEX e, SHEET TITLE SHEET NUMBER COVER SHEET C-101 GENERAL NOTES C-102 GENERAL NOTES AND LEGEND C-103 TOPOGRAPHIC SURVEY (FOR INFORMATION ONLY) C-201 DEMOLITION PLAN C-202 SITE FLAN C-301 FIREL-ANE PLAN C-302 TRUCK MOVEMENT PLAN C-303 GRADING PLAN C-401 UTILITY PLAN C-501 UTILITY PROFILES C-502 STORM COMPUTATIONS C-503 LANDSCAPE PLAN C-701 LANDSCAPE NOTES AND DETAILS C-702 SIGHT DISTANCE PROFILES PROFFIT ROAD C-703 SIGHT DISTANCE PROFILES SEMINOLE TRAIL C-704 LIGHTING PLAN C-705 LIGHTING DETAILS C-706 CONSTRUCTION DETAILS C-801- C-804 REVISIONS REV DATE COMMENT BY 1 10/9/18 ADDRESS COUNTY JQR COMMENTS KNOW WHAT'S BELOW ALWAYS CALL 811 BEFORE YOU DIG It's fast. Ilt's free. It's the law. NOT APPROVED FOR CONSTRUCTION PROJECT No.: V162083 DRAWN BY: DSH CHECKED BY: JQR DATE: 6/22/2018 SCALE: AS NOTED CAD 1. D.: SD1 PROJECT: PR OPo SITE PLAN DOCUMENTS FOR rv, Wc! wa LOCATION OF SITE SEMINOLE TRAIL AND PROFFIT ROAD ALBEMARLE COUNTY, VIRGINIA 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540) 349-4500 Fax: (540) 349-0321 VAt-BohlerEna.com SHEET TITLE: SHEET NUMBER: c-101 GENERAL NOTES: CONTRACTOR IS RESPONSIBLE FOR COMPLIANCE WITH THE NOTES AND SPECIFICATIONS CONTAINED HEREIN. CONTRACTOR IS RESPONSIBLE TO ENSURE THAT ALL SUBCONTRACTORS FULLY AND COMPLETELY CONFORM TO AND COMPLY WITH THESE REQUIREMENTS. 1. THE FOLLOWING DOCUMENTS ARE INCORPORATED BY REFERENCE AS PART OF THIS SITE PLAN: BOUNDARY AND TOPOGRAPHICAL SURVEY TITLED "ALTA/NSPS LAND TITLE SURVEY, WAWA 3267 PROFFIT ROAD RIVANNA MAGISTERIAL DISTRICT ALBEMARLE COUNTY, VIRGINIA" PREPARED BY BOHLER ENGINEERING. PROJECT NO. SV162083. DATED 10/26/17. REVISED 10/9/18. PHONE (703) 709-9500 GEOTECHNICAL STUDY TITLED "SUBSURFACE EXPLORATION AND GEOTECHNICAL ENGINEERING REPORT, WAWA 3267 PROFFIT ROAD, ALBEMARLE COUNTY, VIRGINIA", PREPARED BY ECS MID -ATLANTIC LLC, ECS PROJECT NO. 28:2173, DATED: 11/27117 BUILDING PLAN TITLED "WAWA STACKED 6 A FRAME GAS CANOPY", RT 29 & PROFFIT RD, CHARLOTTESVILLE, VA, PREPARED BY CUHACI & PETERSON, PROJECT NO. 2180068, DATED: 03/26/18 PRIOR TO THE START OF CONSTRUCTION, THE CONTRACTOR MUST VERIFY THAT HE/SHE HAS THE LATEST EDITION OF THE DOCUMENTS REFERENCED ABOVE. THIS IS CONTRACTOR'S RESPONSIBILITY. 2. ALL ACCESSIBLE (A/K/A ADA) PARKING SPACES MUST BE CONSTRUCTED TO MEET, AT A MINIMUM, THE MORE STRINGENT OF THE REQUIREMENTS OF THE "AMERICANS WITH DISABILITIES ACT" (ADA) CODE (42 U.S.C. § 12101 et seq. AND 42 U.S.C. § 4151. et seq.) OR THE REQUIREMENTS OF THE JURISDICTION WHERE THE PROJECT IS TO BE CONSTRUCTED, AND ANY AND ALL AMENDMENTS TO BOTH WHICH ARE IN EFFECT WHEN THESE PLANS ARE COMPLETED. 3. PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR IS RESPONSIBLE TO ENSURE THAT ALL REQUIRED PERMITS AND APPROVALS HAVE BEEN OBTAINED. NO CONSTRUCTION OR FABRICATION SHALL BEGIN UNTIL THE CONTRACTOR HAS RECEIVED AND THOROUGHLY REVIEWED THE COMMENTS TO ALL PLANS AND OTHER DOCUMENTS REVIEWED AND APPROVED BY THE PERMITTING AUTHORITIES AND CONFIRMED THAT ALL NECESSARY OR REQUIRED PERMITS HAVE BEEN OBTAINED. CONTRACTOR MUST HAVE COPIES OF ALL PERMITS AND APPROVALS ON SITE AT ALL TIMES. 4. THE OWNER/CONTRACTOR MUST BE FAMILIAR WITH AND RESPONSIBLE FOR THE PROCUREMENT OF ANY AND ALL CERTIFICATIONS REQUIRED FOR THE ISSUANCE OF A CERTIFICATE OF OCCUPANCY. 5. ALL WORK MUST BE PERFORMED IN ACCORDANCE WITH THESE PLANS,. SPECIFICATIONS AND CONDITIONS OF APPROVAL, AND ALL APPLICABLE REQUIREMENTS, RULES, REGULATIONS, STATUTORY REQUIREMENTS, CODES, LAWS AND STANDARDS OF ALL GOVERNMENTAL ENTITIES WITH JURISDICTION OVER THIS PROJECT. 6. THE GEOTECHNICAL REPORT AND RECOMMENDATIONS SET FORTH HEREIN ARE A PART OF THE REQUIRED CONSTRUCTION DOCUMENTS AND, IN CASE OF CONFLICT, DISCREPANCY OR AMBIGUITY, THE MORE STRINGENT REQUIREMENTS AND/OR RECOMMENDATIONS CONTAINED IN THE PLANS AND THE GEOTECHNICAL REPORT AND RECOMMENDATIONS SHALL TAKE PRECEDENCE UNLESS SPECIFICALLY NOTED OTHERWISE ON THE PLANS. THE CONTRACTOR MUST NOTIFY THE ENGINEER, IN WRITING, OF ANY SUCH CONFLICT, DISCREPANCY OR AMBIGUITY BETWEEN THE GEOTECHNICAL REPORTS AND PLANS AND SPECIFICATIONS PRIOR TO PROCEEDING WITH ANY FURTHER WORK. 7. THESE PLANS ARE BASED ON INFORMATION PROVIDED TO BOHLER ENGINEERING BY THE OWNER AND OTHERS PRIOR TO THE TIME OF PLAN PREPARATION. CONTRACTOR MUST FIELD VERIFY EXISTING CONDITIONS AND NOTIFY BOHLER ENGINEERING, IN WRITING, IMMEDIATELY IF ACTUAL SITE CONDITIONS DIFFER FROM THOSE SHOWN ON THE PLAN, OR IF THE PROPOSED WORK CONFLICTS WITH ANY OTHER SITE FEATURES. 8. ALL DIMENSIONS SHOWN ON THE PLANS MUST BE FIELD VERIFIED BY THE CONTRACTOR PRIOR TO THE START OF CONSTRUCTION. CONTRACTOR MUST NOTIFY ENGINEER, IN WRITING, IF ANY CONFLICTS, DISCREPANCIES, OR AMBIGUITIES EXIST PRIOR TO PROCEEDING WITH CONSTRUCTION. NO EXTRA COMPENSATION WILL BE PAID TO THE CONTRACTOR FOR WORK WHICH HAS TO BE REDONE OR REPAIRED DUE TO DIMENSIONS OR GRADES SHOWN INCORRECTLY ON THESE PLANS PRIOR TO CONTRACTOR GIVING ENGINEER WRITTEN NOTIFICATION OF SAME AND ENGINEER, THEREAFTER, PROVIDING CONTRACTOR WITH WRITTEN AUTHORIZATION TO PROCEED WITH SUCH ADDITIONAL WORK. 9. CONTRACTOR MUST REFER TO THE ARCHITECTURAL/BUILDING PLANS "OF RECORD" FOR EXACT LOCATIONS AND DIMENSIONS OF ENTRY/EXIT POINTS, ELEVATIONS, PRECISE BUILDING DIMENSIONS, AND EXACT BUILDING UTILITY LOCATIONS. 10, PRIOR TO THE START OF CONSTRUCTION, THE CONTRACTOR MUST COORDINATE THE BUILDING LAYOUT BY CAREFUL REVIEW OF THE ENTIRE SITE PLAN AND THE LATEST ARCHITECTURAL PLANS (INCLUDING, BUT NOT LIMITED TO, STRUCTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND FIRE SUPPRESSION PLAN, WHERE APPLICABLE). CONTRACTOR MUST IMMEDIATELY NOTIFY OWNER, ARCHITECT AND SITE ENGINEER, IN WRITING, OF ANY CONFLICTS, DISCREPANCIES OR AMBIGUITIES WHICH EXIST. 11. DEBRIS MUST NOT BE BURIED ON THE SUBJECT SITE AND ALL UNSUITABLE EXCAVATED MATERIAL AND DEBRIS (SOLID WASTE) MUST BE DISPOSED OF IN ACCORDANCE WITH THE REQUIREMENTS OF ANY AND ALL GOVERNMENTAL AUTHORITIES WHICH HAVE JURISDICTION OVER THIS PROJECT OR OVER CONTRACTOR. 12. THE CONTRACTOR IS RESPONSIBLE FOR IDENTIFYING WHEN SHORING IS REQUIRED AND FOR INSTALLING ALL SHORING REQUIRED DURING EXCAVATION (TO BE PERFORMED IN ACCORDANCE WITH CURRENT OSHA STANDARDS) AND ANY ADDITIONAL PRECAUTIONS TO BE TAKEN TO ASSURE THE STABILITY OF ADJACENT, NEARBY AND CONTIGUOUS STRUCTURES AND PROPERTIES. 13. THE CONTRACTOR 1S TO EXERCISE EXTREME CARE WHEN PERFORMING ANY WORK ACTIVITIES ADJACENT TO PAVEMENT, STRUCTURES, ETC. WHICH ARE TO REMAIN EITHER FOR AN INITIAL PHASE OF THE PROJECT OR AS PART OF THE FINAL CONDITION. CONTRACTOR IS RESPONSIBLE FOR TAKING ALL APPROPRIATE MEASURES REQUIRED TO ENSURE THE STRUCTURAL STABILITY OF SIDEWALKS AND PAVEMENT, UTILITIES, BUILDINGS, AND INFRASTRUCTURE WHICH ARE TO REMAIN, AND TO PROVIDE A SAFE WORK AREA FOR THIRD PARTIES, PEDESTRIANS AND ANYONE INVOLVED WITH THE PROJECT. 14. THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING ANY DAMAGE DONE TO ANY NEW OR EXISTING CONSTRUCTION OR PROPERTY DURING THE COURSE OF CONSTRUCTION, INCLUDING BUT NOT LIMITED TO DRAINAGE, UTILITIES, PAVEMENT, STRIPING, CURB, ETC. AND SHALL BEAR ALL COSTS ASSOCIATED WITH SAME TO INCLUDE, BUT NOT BE LIMITED TO, REDESIGN, RE -SURVEY, RE -PERMITTING AND CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR AND MUST REPLACE ALL SIGNAL INTERCONNECTION CABLE, WIRING CONDUITS, AND ANY UNDERGROUND ACCESSORY EQUIPMENT DAMAGED DURING CONSTRUCTION AND MUST BEAR ALL COSTS ASSOCIATED WITH SAME, THE REPAIR OF ANY SUCH NEW OR EXISTING CONSTRUCTION OR PROPERTY MUST RESTORE SUCH CONSTRUCTION OR PROPERTY TO A CONDITION EQUIVALENT TO OR BETTER THAN THE CONDITIONS PRIOR TO COMMENCEMENT OF THE CONSTRUCTION, AND IN CONFORMANCE WITH APPLICABLE CODES, LAWS RULES, REGULATIONS, STATUTORY REQUIREMENTS AND STATUTES. CONTRACTOR MUST BEAR ALL COSTS ASSOCIATED WITH SAME. CONTRACTOR IS RESPONSIBLE TO DOCUMENT ALL EXISTING DAMAGE AND TO NOTIFY THE OWNER AND THE CONSTRUCTION MANAGER PRIOR TO THE START OF CONSTRUCTION. 15. ALL CONCRETE MUST BE AIR ENTRAINED AND HAVE THE MINIMUM COMPRESSIVE STRENGTH OF 4,000 PSI AT 28 DAYS UNLESS OTHERWISE NOTED ON THE PLANS, DETAILS AND/OR GEOTECHNICAL REPORT. 16. THE ENGINEER IS NOT RESPONSIBLE FOR CONSTRUCTION METHODS, MEANS, TECHNIQUES OR PROCEDURES, GENERALLY OR FOR THE CONSTRUCTION MEAN, METHODS, TECHNIQUES OR PROCEDURES FOR COMPLETION OF THE WORK DEPICTED BOTH ON THESE PLANS, AND FOR ANY CONFLICTS/SCOPE REVISIONS WHICH RESULT FROM SAME. CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE METHODS/MEANS FOR COMPLETION OF THE WORK PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 17. THE ENGINEER OF RECORD IS NOT RESPONSIBLE FOR JOB SITE SAFETY. THE ENGINEER OF RECORD HAS NOT BEEN RETAINED TO PERFORM OR BE RESPONSIBLE FOR JOB SITE SAFETY, SAME BEING WHOLLY OUTSIDE OF ENGINEER'S SERVICES AS RELATED TO THE PROJECT. THE ENGINEER OF RECORD IS NOT RESPONSIBLE TO IDENTIFY OR REPORT ANY JOB SITE SAFETY ISSUES, AT ANY TIME. 18. ALL CONTRACTORS MUST CARRY THE SPECIFIED STATUTORY WORKER'S COMPENSATION INSURANCE, EMPLOYER'S LIABILITY INSURANCE AND LIMITS OF COMMERCIAL GENERAL LIABILITY INSURANCE (CGL). ALL CONTRACTORS MUST HAVE THEIR CGL POLICIES ENDORSED TO NAME BOHLER ENGINEERING, AND ITS PAST, PRESENT AND FUTURE OWNERS, OFFICERS, DIRECTORS, PARTNERS, SHAREHOLDERS, MEMBERS, PRINCIPALS, COMMISSIONERS, AGENTS, SERVANTS, EMPLOYEES, AFFILIATES, SUBSIDIARIES, AND RELATED ENTITIES, AND ITS SUBCONTRACTORS AND SUBCONSULTANTS AS ADDITIONAL NAMED INSURED AND TO PROVIDE CONTRACTUAL LIABILITY COVERAGE SUFFICIENT TO INSURE THIS HOLD HARMLESS AND INDEMNITY OBLIGATIONS ASSUMED BY THE CONTRACTORS. ALL CONTRACTORS MUST FURNISH BOHLER ENGINEERING WITH CERTIFICATIONS OF INSURANCE AS EVIDENCE OF THE REQUIRED INSURANCE PRIOR TO COMMENCING WORK AND UPON RENEWAL OF EACH POLICY DURING THE ENTIRE PERIOD OF CONSTRUCTION AND FOR ONE YEAR AFTER THE COMPLETION OF CONSTRUCTION. IN ADDITION, ALL CONTRACTORS WILL, TO THE FULLEST EXTENT PERMITTED UNDER THE LAW, INDEMNIFY, DEFEND AND HOLD HARMLESS BOHLER ENGINEERING AND ITS PAST, PRESENT AND FUTURE OWNERS, OFFICERS, DIRECTORS, PARTNERS, SHAREHOLDERS, MEMBERS, PRINCIPALS, COMMISSIONERS, AGENTS, SERVANTS, EMPLOYEES, AFFILIATES, SUBSIDIARIES, AND RELATED ENTITIES, AND ITS SUBCONTRACTORS AND SUBCONSULTANTS FROM AND AGAINST ANY DAMAGES, INJURIES, CLAIMS, ACTIONS, PENALTIES, EXPENSES, PUNITIVE DAMAGES, TORT DAMAGES, STATUTORY CLAIMS, STATUTORY CAUSES OF ACTION, LOSSES, CAUSES OF ACTION, LIABILITIES OR COSTS, INCLUDING, BUT NOT LIMITED TO, REASONABLE ATTORNEYS' FEES AND DEFENSE COSTS, ARISING OUT OF OR IN ANY WAY CONNECTED WITH OR TO THE PROJECT, INCLUDING ALL CLAIMS BY EMPLOYEES OF THE CONTRACTORS, ALL CLAIMS BY THIRD PARTIES AND ALL CLAIMS RELATED TO THE PROJECT. CONTRACTOR MUST NOTIFY ENGINEER, IN WRITING, AT LEAST THIRTY (30) DAYS PRIOR TO ANY TERMINATION, SUSPENSION OR CHANGE OF ITS INSURANCE HEREUNDER. 19. BOHLER ENGINEERING WILL REVIEW OR TAKE OTHER APPROPRIATE ACTION ON THE CONTRACTOR SUBMITTALS, SUCH AS SHOP DRAWINGS, PRODUCT DATA, SAMPLES, AND OTHER DATA, WHICH THE CONTRACTOR IS REQUIRED TO SUBMIT, BUT ONLY FOR THE LIMITED PURPOSE OF CHECKING FOR CONFORMANCE WITH THE DESIGN INTENT AND THE INFORMATION SHOWN IN THE CONSTRUCTION CONTRACT DOCUMENTS. CONSTRUCTION MEANS AND/OR METHODS AND/OR TECHNIQUES OR PROCEDURES, COORDINATION OF THE WORK WITH OTHER TRADES, AND CONSTRUCTION SAFETY PRECAUTIONS ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND BOHLER HAS NO RESPONSIBILITY OR LIABILITY FOR SAME HEREUNDER. BOHLER ENGINEERING'S SHOP DRAWING REVIEW WILL BE CONDUCTED WITH REASONABLE PROMPTNESS WHILE ALLOWING SUFFICIENT TIME TO PERMIT ADEQUATE REVIEW. REVIEW OF A SPECIFIC ITEM MUST NOT INDICATE THAT BOHLER ENGINEERING HAS REVIEWED THE ENTIRE ASSEMBLY OF WHICH THE ITEM IS A COMPONENT. BOHLER ENGINEERING WILL NOT BE RESPONSIBLE FOR ANY DEVIATIONS FROM THE CONSTRUCTION DOCUMENTS NOT PROMPTLY AND IMMEDIATELY BROUGHT TO ITS ATTENTION, IN WRITING, BY THE CONTRACTOR. BOHLER ENGINEERING WILL NOT BE REQUIRED TO REVIEW PARTIAL SUBMISSIONS OR THOSE FOR WHICH SUBMISSIONS OF CORRELATED ITEMS HAVE NOT BEEN RECEIVED. u SUPERINTENDING AND COORDINATING THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS AND COMPLIANCE ANY HEALTH OR SAFETY PRECAUTIONS REQUIRED BY ANY REGULATORY AGENCIES WITH JURISDICTION OVER THE PROJECT AND/OR PROPERTY. BOHLER ENGINEERING AND ITS PERSONNEL HAVE NO AUTHORITY TO EXERCISE ANY CONTROL OVER ANY CONSTRUCTION CONTRACTOR OR ITS EMPLOYEES IN CONNECTION WITH THEIR WORK OR ANY HEALTH OR SAFETY PROGRAMS OR PROCEDURES. THE GENERAL CONTRACTOR IS SOLELY RESPONSIBLE FOR JOB SITE SAFETY. BOHLER ENGINEERING SHALL BE INDEMNIFIED BY THE GENERAL CONTRACTOR AND MUST BE NAMED AN ADDITIONAL INSURED UNDER THE GENERAL CONTRACTOR'S POLICIES OF GENERAL LIABILITY INSURANCE AS DESCRIBED ABOVE IN NOTE 19 FOR JOB SITE SAFETY. 21. IF THE CONTRACTOR DEVIATES FROM THE PLANS AND SPECIFICATIONS, INCLUDING THE NOTES CONTAINED HEREIN, WITHOUT FIRST OBTAINING THE PRIOR WRITTEN AUTHORIZATION OF THE ENGINEER FOR SUCH DEVIATIONS, THE CONTRACTOR IS SOLELY RESPONSIBLE FOR THE PAYMENT OF ALL COSTS INCURRED IN CORRECTING ANY WORK DONE WHICH DEVIATES FROM THE PLANS, ALL FINES AND/OR PENALTIES ASSESSED WITH RESPECT THERETO AND ALL COMPENSATORY OR PUNITIVE DAMAGES RESULTING THEREFROM AND, FURTHER, SHALL DEFEND, INDEMNIFY AND HOLD HARMLESS THE ENGINEER, TO THE FULLEST EXTENT PERMITTED UNDER THE LAW, IN ACCORDANCE WITH PARAGRAPH 19 HEREIN, FOR AND FROM ALL FEES, ATTORNEYS' FEES, DAMAGES, COSTS, JUDGMENTS, PENALTIES AND THE LIKE RELATED TO SAME. 22. CONTRACTOR IS RESPONSIBLE FOR MAINTENANCE AND PROTECTION OF TRAFFIC PLAN FOR ALL WORK THAT AFFECTS PUBLIC TRAVEL EITHER IN THE R.O.W. OR ON SITE. THE COST FOR THIS ITEM MUST BE INCLUDED IN THE CONTRACTOR'S PRICE. 23. ALL SIGNING AND PAVEMENT STRIPING MUST CONFORM TO MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES OR LOCALLY APPROVED SUPPLEMENT. 24. ENGINEER IS NOT RESPONSIBLE FOR ANY INJURY OR DAMAGES RESULTING FROM CONTRACTOR'S FAILURE TO BUILD OR CONSTRUCT IN STRICT ACCORDANCE WITH THE APPROVED PLANS. IF CONTRACTOR AND/OR OWNER FAIL BUILD OR CONSTRUCT IN STRICT ACCORDANCE WITH APPROVED PLANS, THEY AGREE TO JOINTLY AND SEVERALLY INDEMNIFY AND HOLD ENGINEER HARMLESS FOR ALL INJURIES AND DAMAGES THAT ENGINEER SUFFERS AND COSTS THAT ENGINEER INCURS. 25. OWNER MUST MAINTAIN AND PRESERVE ALL PHYSICAL SITE FEATURES AND DESIGN FEATURES DEPICTED ON THE PLANS AND RELATED DOCUMENTS, IN STRICT ACCORDANCE WITH THE APPROVED PLAN(S) AND DESIGN AND, FURTHER ENGINEER IS NOT RESPONSIBLE FOR ANY FAILURE TO SO MAINTAIN OR PRESERVE SITE AND/OR DESIGN FEATURES. IF OWNER FAILS TO MAINTAIN AND/OR PRESERVE ALL PHYSICAL SITE FEATURES AND/OR DESIGN FEATURES DEPICTED ON THE PLANS AND RELATED DOCUMENTS, OWNER AGREES TO INDEMNIFY AND HOLD ENGINEER HARMLESS FOR ALL INJURIES AND DAMAGES THAT ENGINEER SUFFERS AND COSTS THAT ENGINEER INCURS AS A RESULT OF SAID FAILURE, 26. ALL DIMENSIONS MUST BE TO FACE OF CURB, EDGE OF PAVEMENT, OR EDGE OF BUILDING, UNLESS NOTED OTHERWISE 27. ALL CONSTRUCTION AND MATERIALS MUST COMPLY WITH AND CONFORM TO APPLICABLE FEDERAL, STATE AND LOCAL REGULATIONS, LAWS, ORDINANCES, RULES AND CODES, AND ALL APPLICABLE OSHA REQUIREMENTS. 28. CONTRACTOR AND OWNER MUST INSTALL ALL ELEMENTS AND COMPONENTS IN STRICT COMPLIANCE WITH AND ACCORDANCE WITH MANUFACTURER'S STANDARDS AND RECOMMENDED INSTALLATION CRITERIA AND SPECIFICATIONS. IF CONTRACTOR AND/OR OWNER FAIL TO DO SO, THEY AGREE TO JOINTLY AND SEVERALLY INDEMNIFY AND HOLD ENGINEER HARMLESS FOR ALL INJURIES AND DAMAGES THAT ENGINEER SUFFERS AND COSTS THAT ENGINEER INCURS AS A RESULT OF SAID FAILURE. 29. CONTRACTOR IS RESPONSIBLE TO MAINTAIN ON-SITE STORMWATER POLLUTION PREVENTION PLAN (SWPPP) IN COMPLIANCE WITH EPA REQUIREMENTS FOR SITES WHERE ONE (1) ACRE OR MORE (UNLESS THE LOCALJURISDICTION REQUIRES FEWER) IS DISTURBED BY CONSTRUCTION ACTIVITIES. CONTRACTOR IS RESPONSIBLE TO ENSURE THAT ALL ACTIVITIES, INCLUDING THOSE OF SUBCONTRACTORS, ARE IN COMPLIANCE WITH THE SWPPP, INCLUDING BUT NOT LIMITED TO LOGGING ACTIVITIES (MINIMUM ONCE PER WEEK AND AFTER RAINFALL EVENTS) AND CORRECTIVE MEASURES, AS APPROPRIATE. 30. AS CONTAINED IN THESE DRAWINGS AND ASSOCIATED APPLICATION DOCUMENTS PREPARED BY THE SIGNATORY PROFESSIONAL ENGINEER, THE USE OF THE WORDS CERTIFY OR CERTIFICATION CONSTITUTES AN EXPRESSION OF "PROFESSIONAL OPINION" REGARDING THE INFORMATION WHICH IS THE SUBJECT OF THE UNDERSIGNED PROFESSIONAL KNOWLEDGE OR BELIEF AND IN ACCORDANCE WITH COMMON ACCEPTED PROCEDURE CONSISTENT WITH THE APPLICABLE STANDARDS OF PRACTICE, AND DOES NOT CONSTITUTE A WARRANTY OR GUARANTEE, EITHER EXPRESSED OR IMPLIED. 31. VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE ELIMINATED 1. THIS PLAN REFERENCES DOCUMENTS AND INFORMATION BY: • BOUNDARY AND TOPOGRAPHICAL SURVEY TITLED "ALTA/NSPS LAND TITAL SURVEY, WAWA 3267 PROFFIT ROAD RIVANNA MAGISTERIAL DISTRICT ALBEMARLE COUNTY, VIRGINIA" PREPARED BY BOHLER ENGINEERING. PROJECT NO. SV162083. DATED 10/26/17 PHONE (703) 709-9500 GEOTECHNICAL STUDY TITLED "SUBSURFACE EXPLORATION AND GEOTECHNICAL ENGINEERING REPORT, WAWA 3267 PROFFIT ROAD ALBEMARLE COUNTY, VIRGINIA", PREPARED BY ECS MID -ATLANTIC LLC, ECS PROJECT NO. 28:2173, DATED: 11/27/17. 2. CONTRACTOR SHALL PERFORM ALL WORK IN ACCORDANCE WITH THE REQUIREMENTS OF THE OCCUPATIONAL SAFETY AND HEALTH ACT OF 1970, (29 U.S.C. 651 et seq.), AS AMENDED AND ANY MODIFICATIONS, AMENDMENTS OR REVISIONS TO SAME. 3. BOHLER ENGINEERING HAS NO CONTRACTUAL, LEGAL, OR OTHER RESPONSIBILITY FOR JOB SITE SAFETY OR JOB SITE SUPERVISION, OR ANYTHING RELATED TO SAME. 4. THE DEMOLITION PLAN IS INTENDED TO PROVIDE GENERAL INFORMATION, ONLY, REGARDING ITEMS TO BE DEMOLISHED AND/OR REMOVED. THE CONTRACTOR MUST ALSO REVIEW THE OTHER SITE PLAN DRAWINGS AND INCLUDE IN DEMOLITION ACTIVITIES ALL INCIDENTAL WORK NECESSARY FOR THE CONSTRUCTION OF THE NEW SITE IMPROVEMENTS. 5. CONTRACTOR MUST RAISE ANY QUESTIONS CONCERNING THE ACCURACY OR INTENT OF THESE PLANS OR SPECIFICATIONS, CONCERNS REGARDING THE APPLICABLE SAFETY STANDARDS, OR THE SAFETY OF THE CONTRACTOR OR THIRD PARTIES IN PERFORMING THE WORK ON THIS PROJECT, WITH BOHLER ENGINEERING, IN WRITING, AND RESPONDED TO BY BOHLER, IN WRITING, PRIOR TO THE INITIATION OF ANY SITE ACTIVITY AND ANY DEMOLITION ACTIVITY. ALL DEMOLITION ACTIVITIES MUST BE PERFORMED IN ACCORDANCE WITH THE REQUIREMENTS OF THESE PLANS AND SPECIFICATIONS AND ALL APPLICABLE FEDERAL, STATE AND LOCAL REGULATIONS, RULES, REQUIREMENTS, STATUTES, ORDINANCES AND CODES. 6. PRIOR TO STARTING ANY DEMOLITION, CONTRACTOR IS RESPONSIBLE FOR/TO: A.OBTAINING ALL REQUIRED PERMITS AND MAINTAINING THE SAME ON SITE FOR REVIEW BY THE ENGINEER AND OTHER PUBLIC AGENCIES HAVING JURISDICTION THROUGHOUT THE DURATION OF THE PROJECT, SITE WORK AND DEMOLITION WORK. ADA INSTRUCTIONS TO CSN ]'L'RACTtv__),I� CONTRACTORS SHALL EXERCISE APPROPRIATE CARE AND PRECISION IN CONSTRUCTION OF ADA (HANDICAP) ACCESSIBLE COMPONENTS AND ACCESS ROUTES FOR THE SITE. THESE COMPONENTS, AS CONSTRUCTED, MUST COMPLY WITH THE CURRENT ADA STANDARDS AND REGULATIONS' BARRIER FREE ACCESS AND ANY MODIFICATIONS, REVISIONS OR UPDATES TO SAME. FINISHED SURFACES ALONG THE ACCESSIBLE ROUTE OF TRAVEL FROM PARKING SPACE, PUBLIC TRANSPORTATION, PEDESTRIAN ACCESS, INTER -BUILDING ACCESS, TO POINTS OF ACCESSIBLE BUILDING ENTRANCE/EXIT, MUST COMPLY WITH THESE ADA CODE REQUIREMENTS. THESE INCLUDE, BUT ARE NOT LIMITED TO THE FOLLOWING: • PARKING SPACES AND PARKING AISLES - SLOPE SHALL NOT EXCEED 1:50 (2.0%) IN ANY DIRECTION. • CURB RAMPS - SLOPE SHALL NOT EXCEED 1:12 (8.3%). • LANDINGS - SHALL BE PROVIDED AT EACH END OF RAMPS, MUST PROVIDE POSITIVE DRAINAGE, AND MUST NOT EXCEED 1:50 (2.0%) IN ANY DIRECTION. • PATH OF TRAVEL ALONG ACCESSIBLE ROUTE - MUST PROVIDE A 36 -INCH OR GREATER UNOBSTRUCTED WIDTH OF TRAVEL (CAR OVERHANGS AND/OR HANDRAILS CANNOT REDUCE THIS MINIMUM WIDTH). THE SLOPE MUST BE NO GREATER THAN 1:20 (5.0%) IN THE DIRECTION OF TRAVEL, AND MUST NOT EXCEED 1:50 (2.0%) IN CROSS SLOPE. WHERE PATH OF TRAVEL WILL BE GREATER THAN 1:20 (5.0%), ADA RAMP REQUIREMENTS MUST BE ADHERED TO. A MAXIMUM SLOPE OF 1:12 (8.3%), FOR A MAXIMUM RISE OF 2.5 FEET, SHALL BE PROVIDED. THE RAMP MUST HAVE ADA HAND RAILS AND 60" W BY 60" L LANDINGS ON EACH END THAT ARE CROSS SLOPED NO MORE THAN 1:50 IN ANY DIRECTION (2.0%) FOR POSITIVE DRAINAGE. • DOORWAYS - MUST HAVE A "LEVEL" LANDING AREA ON THE EXTERIOR SIDE OF THE DOOR THAT IS SLOPED AWAY FROM THE DOOR NO MORE THAN 1:50 (2.0%) FOR POSITIVE DRAINAGE. THIS LANDING AREA MUST BE NO LESS THAN 60 INCHES (5 FEET) LONG, EXCEPT WHERE OTHERWISE PERMITTED BY ADA STANDARDS FOR ALTERNATIVE DOORWAY OPENING CONDITIONS. (SEE ICC/ANSI A117.1-2003 AND OTHER REFERENCED INCORPORATED BY COD.) • WHEN THE PROPOSED CONSTRUCTION INVOLVES RECONSTRUCTION, MODIFICATION, REVISION OR EXTENSION OF OR TO ADA COMPONENTS FROM EXISTING DOORWAYS OR SURFACES, CONTRACTOR MUST VERIFY EXISTING ELEVATIONS SHOWN ON THE PLAN. NOTE THAT TABLE 405.2 OF THE DEPARTMENT OF JUSTICE'S ADA STANDARDS FOR ACCESSIBLE DESIGN ALLOWS FOR STEEPER RAMP SLOPES, IN RARE CIRCUMSTANCES. THE CONTRACTOR MUST IMMEDIATELY NOTIFY THE DESIGN ENGINEER OF ANY DISCREPANCIES AND/OR FIELD CONDITIONS THAT DIFFER IN ANY WAY OR ANY RESPECT FROM WHAT IS SHOWN ON THE PLANS, IN WRITING, BEFORE COMMENCEMENT OF WORK. CONSTRUCTED IMPROVEMENTS MUST FALL WITHIN THE MAXIMUM AND MINIMUM LIMITATIONS IMPOSED BY THE BARRIER FREE REGULATIONS AND THE ADA REQUIREMENTS. • THE CONTRACTOR MUST VERIFY THE SLOPES OF CONTRACTOR'S FORMS PRIOR TO POURING CONCRETE. IF ANY NON-CONFORMANCE IS OBSERVED OR EXISTS, CONTRACTOR MUST IMMEDIATELY NOTIFY THE ENGINEER PRIOR TO POURING CONCRETE. CONTRACTOR IS RESPONSIBLE FOR ALL COSTS TO REMOVE, REPAIR AND REPLACE NON -CONFORMING CONCRETE. 20. NEITHER THE PROFESSIONAL ACTIVITIES OF BOHLER ENGINEERING, NOR THE PRESENCE OF BOHLER ENGINEERING IT IS STRONGLY RECOMMENDED THAT THE CONTRACTOR REVIEW THE INTENDED CONSTRUCTION WITH THE LOCAL AND/OR ITS PAST, PRESENT AND FUTURE OWNERS, OFFICERS, DIRECTORS, PARTNERS, SHAREHOLDERS, MEMBERS, BUILDING CODE PRIOR TO COMMENCEMENT OF CONSTRUCTION. PRINCIPALS, COMMISSIONERS, AGENTS, SERVANTS, EMPLOYEES, AFFILIATES, SUBSIDIARIES, AND RELATED ENTITIES, AND ITS SUBCONTRACTORS AND SUBCONSULTANTS AT A CONSTRUCTION/PROJECT SITE, SHALL RELIEVE THE GENERAL CONTRACTOR OF ITS OBLIGATIONS, DUTIES AND RESPONSIBILITIES INCLUDING, BUT NOT LIMITED TO, CONSTRUCTION MEANS, METHODS, SEQUENCE, TECHNIQUES OR PROCEDURES NECESSARY FOR PERFORMING, OVERSEEING, C:\USERSILOSBORNEVIPPDATAILOCAL\TEMPWCPUBLISH_16112\V162083SD1.DWG PRINTED BY: LOSBORNE 10.10.18 @ 8:50 AM LAST SgVED BY: L0580RNE GENERAL GRADING & UTILITY NOTES 1. LOCATIONS OF ALL EXISTING AND PROPOSED SERVICES ARE APPROXIMATE AND MUST BE INDEPENDENTLY CONFIRMED WITH LOCAL UTILITY COMPANIES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION OR EXCAVATION. SANITARY SEWER AND ALL OTHER UTILITY SERVICE CONNECTION POINTS MUST BE INDEPENDENTLY CONFIRMED BY THE CONTRACTOR IN THE FIELD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. ALL DISCREPANCIES MUST IMMEDIATELY BE REPORTED, IN WRITING, TO THE ENGINEER. CONSTRUCTION MUST COMMENCE BEGINNING AT THE LOWEST INVERT (POINT OF CONNECTION) AND PROGRESS UP GRADIENT. PROPOSED INTERFACE POINTS (CROSSINGS) WITH EXISTING UNDERGROUND UTILITIES SHALL BE FIELD VERIFIED BY TEST PIT PRIOR TO COMMENCEMENT OF CONSTRUCTION. 2. CONTRACTOR MUST VERTICALLY AND HORIZONTALLY LOCATE ALL UTILITIES AND SERVICES INCLUDING, BUT NOT LIMITED TO, GAS, WATER, ELECTRIC, SANITARY AND STORM SEWER, TELEPHONE, CABLE, FIBER OPTIC CABLE, ETC. WITHIN THE LIMITS OF DISTURBANCE OR WORK SPACE, WHICHEVER IS GREATER. THE CONTRACTOR MUST USE, REFER TO, AND COMPLY WITH THE REQUIREMENTS OF THE APPLICABLE UTILITY NOTIFICATION SYSTEM TO LOCATE ALL THE UNDERGROUND UTILITIES. THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING ALL DAMAGE TO ANY EXISTING UTILITIES DURING CONSTRUCTION, AT NO COST TO THE OWNER. CONTRACTOR SHALL BEAR ALL COSTS ASSOCIATED WITH DAMAGE TO ANY EXISTING UTILITIES DURING CONSTRUCTION. 3. IT IS THE CONTRACTOR'S RESPONSIBILITY TO REVIEW ALL CONSTRUCTION CONTRACT DOCUMENTS INCLUDING, BUT NOT LIMITED TO, ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THE PROJECT WORK SCOPE PRIOR TO THE INITIATION AND COMMENCEMENT OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT AND/OR DISCREPANCY BETWEEN THE DOCUMENTS RELATIVE TO THE SPECIFICATIONS OR THE RELATIVE OR APPLICABLE RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD, CODES, REGULATIONS, LAWS, RULES, STATUTES AND/OR ORDINANCES, IT IS THE CONTRACTOR'S SOLE IN WRITING, OF SAID CONFLICT AND/OR DISCREPANCY PRIOR TO THE START OF CONSTRUCTION. CONTRACTOR'S FAILURE TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUTE CONTRACTOR'S FULL AND COMPLETE ACCEPTANCE OF ALL RESPONSIBILITY TO COMPLETE THE SCOPE OF WORK AS DEFINED BY THE DRAWINGS AND IN FULL COMPLIANCE WITH ALL FEDERAL, STATE AND LOCAL REGULATIONS, LAWS, STATUTES, ORDINANCES AND CODES AND, FURTHER, CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COSTS ASSOCIATED WITH SAME. 4. THE CONTRACTOR MUST LOCATE AND CLEARLY AND UNAMBIGUOUSLY DEFINE VERTICALLY AND HORIZONTALLY ALL ACTIVE AND INACTIVE UTILITY AND/OR SERVICE SYSTEMS THAT ARE TO BE REMOVED. THE CONTRACTOR IS RESPONSIBLE TO PROTECT AND MAINTAIN ALL ACTIVE AND INACTIVE SYSTEMS THAT ARE NOT BEING REMOVED/RELOCATED DURING SITE ACTIVITY. 5. THE CONTRACTOR MUST FAMILIARIZE ITSELF WITH THE APPLICABLE UTILITY SERVICE PROVIDER REQUIREMENTS AND IS RESPONSIBLE FOR ALL COORDINATION REGARDING UTILITY DEMOLITION AS IDENTIFIED OR REQUIRED FOR THE PROJECT. THE CONTRACTOR MUST PROVIDE THE OWNER WITH WRITTEN NOTIFICATION THAT THE EXISTING UTILITIES AND SERVICES HAVE BEEN TERMINATED AND ABANDONED IN ACCORDANCE WITH THE JURISDICTION AND UTILITY COMPANY REQUIREMENTS AND ALL OTHER APPLICABLE REQUIREMENTS, RULES, STATUTES, LAWS, ORDINANCES AND CODES. 6. THE CONTRACTOR MUST INSTALL ALL STORM SEWER AND SANITARY SEWER COMPONENTS WHICH FUNCTION BY GRAVITY PRIOR TO THE INSTALLATION OF ALL OTHER UTILITIES. 7. CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF SITE PLAN DOCUMENTS AND ARCHITECTURAL DESIGN FOR EXACT BUILDING UTILITY CONNECTION LOCATIONS, GREASE TRAP REQUIREMENTS/DETAILS, DOOR ACCESS, AND EXTERIOR GRADING. THE ARCHITECT WILL DETERMINE THE UTILITY SERVICE SIZES. THE CONTRACTOR MUST COORDINATE INSTALLATION OF UTILITIES/SERVICES WITH THE INDIVIDUAL COMPANIES, TO AVOID CONFLICTS AND TO ENSURE THAT PROPER DEPTHS ARE ACHIEVED. THE CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT INSTALLATION OF ALL IMPROVEMENTS COMPLIES WITH ALL UTILITY REQUIREMENTS WITH JURISDICTION AND/OR CONTROL OF THE SITE, AND ALL OTHER APPLICABLE REQUIREMENTS, RULES, STATUTES, LAWS, ORDINANCES AND CODES AND, FURTHER, IS RESPONSIBLE FOR COORDINATING THE UTILITY TIE-INS/CONNECTIONS PRIOR TO CONNECTING TO THE EXISTING UTILITY/SERVICE. WHERE A CONFLICT(S) EXISTS BETWEEN THESE SITE PLANS AND THE ARCHITECTURAL PLANS, OR WHERE ARCHITECTURAL PLAN UTILITY CONNECTION POINTS DIFFER, THE CONTRACTOR MUST IMMEDIATELY NOTIFY THE ENGINEER, IN WRITING, AND PRIOR TO CONSTRUCTION, RESOLVE SAME. 8. WATER SERVICE MATERIALS, BURIAL DEPTH, AND COVER REQUIREMENTS MUST BE SPECIFIED BY THE LOCAL UTILITY COMPANY., CONTRACTOR'S PRICE FOR WATER SERVICE MUST INCLUDE ALL FEES, COSTS AND APPURTENANCES REQUIRED BY THE UTILITY TO PROVIDE FULL AND COMPLETE WORKING SERVICE. CONTRACTOR MUST CONTACT THE APPLICABLE MUNICIPALITY TO CONFIRM THE PROPER WATER METER AND VAULT, PRIOR TO COMMENCING CONSTRUCTION. 9. ALL NEW UTILITIES/SERVICES, INCLUDING ELECTRIC, TELEPHONE, CABLE TV, ETC. ARE TO BE INSTALLED UNDERGROUND. ALL NEW UTILITIES/SERVICES MUST BE INSTALLED IN ACCORDANCE WITH THE UTILITY/SERVICE PROVIDER INSTALLATION SPECIFICATIONS AND STANDARDS. 10. SITE GRAIDING MUST BE PERFORMED IN ACCORDANCE WITH THESE PLANS AND SPECIFICATIONS AND THE RECOMMENDATIONS SET FORTH IN THE GEOTECHNICAL REPORT REFERENCED IN THIS PLAN SET. THE CONTRACTOR IS RESPONSIBLE FOR REMOVING AND REPLACING UNSUITABLE MATERIALS WITH SUITABLE MATERIALS AS SPECIFIED IN THE GEOTECHNICAL REPORT. ALL EXCAVATED OR FILLED AREAS MUST BE COMPACTED AS OUTLINED IN THE GEOTECHNICAL REPORT. MOISTURE CONTENT AT TIME OF PLACEMENT MUST BE SUBMITTED IN A COMPACTION REPORT PREPARED BY A QUALIFIED GEOTECHNICAL ENGINEER, REGISTERED WITH THE STATE WHERE THE WORK IS PERFORMED, VERIFYING THAT ALL FILLED AREAS AND SUBGRADE AREAS WITHIN THE BUILDING PAD AREA AND AREAS TO BE PAVED HAVE BEEN COMPACTED IN ACCORDANCE WITH THESE PLANS, SPECIFICATIONS AND THE RECOMMENDATIONS SET FORTH IN THE GEOTECHNICAL REPORT AND ALL APPLICABLE REQUIREMENTS, RULES, STATUTES, LAWS, ORDINANCES AND CODES. SUBBASE MATERIAL FOR SIDEWALKS, CURB, OR ASPHALT MUST BE FREE OF ORGAINICS AND OTHER UNSUITABLE MATERIALS. SHOULD SUBBASE BE DEEMED UNSUITABLE BY OWNER/DEVELOPER, OR OWNER/DEVELOPER'S REPRESENTATIVE, SUBBASE IS TO BE REMOVED AND FILLED WITH APPROVED) FILL MATERIAL COMPACTED AS DIRECTED BY THE GEOTECHNICAL REPORT. EARTHWORK ACTIVITIES INCLUDING„ BUT NOT LIMITED TO, EXCAVATION, BACKFILL, AND COMPACTING MUST COMPLY WITH THE RECOMMENDATIONS IN THE GEOTECHNICAL REPORT AND ALL APPLICABLE REQUIREMENTS, RULES, STATUTES, LAWS, ORDINANCES AND CODES. EARTHWORK ACTIVITIES MUST COMPLY WITH THE STANDARD STATE DOT SPECIFICATIONS FOR ROADWAY CONSTRUCTION (LATEST EDITION) AND ANY AMENDMENTS OR REVISIONS THERETO. 11. ALL FILL, COMPACTION, AND BACKFILL MATERIALS REQUIRED FOR UTILITY INSTALLATION MUST BE AS PER THE RECOMMENDATIONS PROVIDED IN THE GEOTECHNICAL REPORT AND MUST BE COORDINATED WITH THE APPLICABLE UTILITY COMPANY SPECIFICATIONS. WHEN THE PROJECT DOES NOT HAVE GEOTECHNICAL RECOMMENDATIONS, FILL AND COMPACTION MUST, AT A MINIMUM, COMPLY WITH THE STATE DOT REQUIREMENTS AND SPECIFICATIONS AND CONSULTANT SHALL HAVE NO LIABILITY OR RESPONSIBILITY FOR OR AS RELATED TO FILL, COMPACTION AND BACKFILL. FURTHER, CONTRACTOR IS FULLY RESPONSIBLE FOR EARTHWORK BALANCE. 12. THE CONTRACTOR MUST COMPLY, TO THE FULLEST EXTENT, WITH THE LATEST OSHA STANDARDS AND REGULATIONS, AND/OR ANY OTHER AGENCY WITH JURISDICTION FOR EXCAVATION AND TRENCHING PROCEDURES. THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE "MEANS AND METHODS" REQUIRED TO MEET THE INTENT AND PERFORMANCE CRITERIA OF OSHA, AS WELL AS ANY OTHER ENTITY THAT HAS JURISDICTION FOR EXCAVATION AND/OR TRENCHING PROCEDURES AND CONSULTANT SHALL HAVE NO RESPONSIBILITY FOR OR AS RELATED FOR OR AS RELATED TO EXCAVATION AND TRENCHING PROCEDURES. 13. PAVEMENT MUST BE SAW CUT IN STRAIGHT LINES, AND EXCEPT FOR EDGE OF BUTT JOINTS, MUST EXTEND TO THE FULL DEPTH OF THE EXISTING PAVEMENT. ALL DEBRIS FROM REMOVAL OPERATIONS MUST BE REMOVED FROM THE SITE AT THE TIME OF EXCAVATION. STOCKPILING OF DEBRIS WILL NOT BE PERMITTED. 14. THE TOPS OF EXISTING MANHOLES, INLET STRUCTURES, AND SANITARY CLEANOUT TOPS MUST BE ADJUSTED, AS NECESSARY, TO MATCH PROPOSED GRADES IN ACCORDANCE WITH ALL APPLICABLE STANDARDS, REQUIREMENTS, RULES, STATUTES, LAWS, ORDINANCES AND CODES. 15. DURING THE INSTALLATION OF SANITARY SEWER, STORM SEWER, AND ALL UTILITIES, THE CONTRACTOR MUST MAINTAIN A CONTEMPORANEOUS AND THOROUGH RECORD OF CONSTRUCTION TO IDENTIFY THE AS -INSTALLED LOCATIONS OF ALL UNDERGROUND INFRASTRUCTURE. THE CONTRACTOR MUST CAREFULLY NOTE ANY INSTALLATIONS THAT DEVIATE FROM THE INFORMATION CONTAINED IN THE UTILITY PLAN. THIS RECORD MUST BE KEPT ON A CLEAN COPY OF THE SITE PLAN, WHICH CONTRACTOR MUST PROMPTLY PROVIDE TO THE OWNER AT THE COMPLETION OF WORK. 16. WHEN THE SITE IMPROVEMENT PLANS INVOLVE MULTIPLE BUILDINGS, SOME OF WHICH MAY BE BUILT AT A LATER DATE, THE CONTRACTOR MUST EXTEND ALL LINES, INCLUDING BUT NOT LIMITED TO STORM SEWER, SANITARY SEWER, UTILITIES, AND IRRIGATION LINE, TO A POINT AT LEAST FIVE (5) FEET BEYOND THE PAVED AREAS FOR WHICH THE CONTRACTOR IS RESPONSIBLE. CONTRACTOR MUST CAP ENDS AS APPROPRIATE, MARK LOCATIONS WITH A 2X4, AND MUST NOTE: THE LOCATION OF ALL OF THE ABOVE ON A CLEAN COPY OF THE SITE PLAN, WHICH CONTRACTOR MUST PROMPTLY (PROVIDE TO THE OWNER UPON COMPLETION OF THE WORK. 17. THE CONTRACTOR IS FULLY RESPONSIBLE FOR VERIFICATION OF EXISTING TOPOGRAPHIC INFORMATION AND UTILITY INVERT ELEIVATIONS PRIOR TO COMMENCING ANY CONSTRUCTION. CONTRACTOR MUST CONFIRM AND ENSURE 0.75% MINIMUM SL.OPE AGAINST ALL ISLANDS, GUTTERS, AND CURBS; 1.0% ON ALL CONCRETE SURFACES; AND 1.5% MINIMUM ON ASPHALT (EXCEPT WHERE ADA REQUIREMENTS LIMIT GRADES), TO PREVENT PONDING. CONTRACTOR MUST IMMEDIATELY IDENTIFY, IN WRITING TO THE ENGINEER, ANY DISCREPANCIES THAT MAY OR COULD AFFECT THE PUBLIC SAFETY, HEALTH OR GENERAL WELFARE, OR PROJECT COST. IF CONTRACTOR PROCEEDS WITH CONSTRUCTION WITHOUT PROVIDING PROPER NOTIFICATION, MUST BE AT THE CONTRACTOR'S OWN RISK AND, FURTHER, CONTRACTOR SHALL INDEMNIFY, DEFEND AND HOLD HARMLESS THE DESIGN ENGINEER FOR ANY DAMAGES, COSTS, INJURIES, AIFTORNEY'S FEES AND THE LIKE WHICH RESULT FROM SAME. 18. PROPOSED TOP OF CURB ELEVATIONS ARE GENERALLY 6" ABOVE EXISTING LOCAL ASPHALT GRADE UNLESS OTHERWISE! NOTED. FIELD ADJUST TO CREATE A MINIMUM OF 0.75% GUTTER GRADE ALONG CURB FACE. IT IS CONTRACTOR'S OBLIGATION TO ENSURE THAT DESIGN ENGINEER APPROVES FINAL CURBING CUT SHEETS PRIOR TO INSTALLATION OF SAME. 19. REFER TO SIITE PLAN FOR ADDITIONAL NOTES. 20. IN THE EVENIT OF DISCREPANCIES AND/OR CONFLICTS BETWEEN PLANS OR RELATIVE TO OTHER PLANS, THE SITE PLAN WILL TAKE PRECEDENCE AND CONTROL. CONTRACTOR MUST IMMEDIATELY NOTIFY THE DESIGN ENGINEER, IN WRITING, OF ANY DISCREPANCIES AND/OR CONFLICTS. 21. CONTRACTOR IS REQUIRED TO SECURE ALL NECESSARY AND/OR REQUIRED PERMITS AND APPROVALS FOR ALL OFF SITE MATERIAL SOURCES AND DISPOSAL FACILITIES. CONTRACTOR MUST SUPPLY A COPY OF APPROVALS TO ENGINEER AIND OWNER PRIOR TO INITIATING WORK ANY WORK. 22. WHERE RETAINING WALLS (WHETHER OR NOT THEY MEET THE JURISDICTIONAL DEFINITION) ARE IDENTIFIED ON PLANS, ELEVATIONS IDENTIFIED ARE FOR THE EXPOSED PORTION OF THE WALL. WALL FOOTINGSIFOUNDATION ELEVATIONS ARE NOT IDENTIFIED HEREIN AND ARE TO BE SET/DETERMINED BY THE CONTRACTOR BASED ON FINAL STRUCTURAL DESIGN SHOP DRAWINGS PREPARED BY THE APPROPRIATE PROFESSIONAL LICENSED IN THE STATE WHERE THE CONSTRUCTIION OCCURS. 23. STORM DRAINAGE PIPE: UNLESS INDICATED OTHERWISE, ALL STORM SEWER PIPE MUST BE REINFORCED CONCRETE PIPE (RCP) CLASS III WITH SILT TIGHT ,JOINTS. WHEN HIGH-DENSITY POLYETHYLENE PIPE (HDPE)IS CALLED FOR ON THE PLANS, IT MUST CONFORM TO AASHTO M294 AND TYPE S (SMOOTH INTERIOR WITH ANGULAR CORRUGATIONS) WITH GASKET FOR SILT TIGHT JOINT. PVC PIPE FOR ROOF DRAIN CONNECTION MUST BE SDR 26 OR SCHEDULE 40 UNLESS INDICATED OTHERWISE. 24. ALL SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) SDR 26, PER CITY REQUEST. 25. STORM AND SANITARY SEWER PIPE LENGTHS INDICATED ARE NOMINAL AND MEASURED CENTER OF INLET AND/OR MANHOLES STRUCTURE TO CENTER OF STRUCTURE. 26. STORMWATER ROOF DRAIN LOCATIONS ARE BASED ON PRELIMINARY ARCHITECTURAL PLANS. CONTRACTOR 1S RESPONSIBLE TO AND FOR VERIFYING LOCATIONS OF SAME BASED ON FINAL ARCHITECTURAL PLANS. 27. SEWERS CROSSING STREAMS AND/OR LOCATION WITHIN 10 FEET OF THE STREAM EMBANKMENT, OR WHERE SITE CONDITIONS SO INDICATE, MUST BE CONSTRUCTED OF STEEL, REINFORCED CONCRETE, DUCTILE IRON OR OTHER SUITABLE MATERIAL. 28. SEWERS CONVEYING SANITARY FLOW COMBINED SANITARY AND STORMWATER FLOW OR INDUSTRIAL FLOW MUST BE SEPARATED FROM WATER MAINS BY A DISTANCE OF AT LEAST 10 FEET HORIZONTALLY. IF SUCH LATERAL SEPARATION IS NOT POSSIBLE, THE PIPES MUST BE IN SEPARATE TRENCHES WITH THE SEWER AT LEAST 18 INCHES BELOW THE BOTTOM OF THE WATER MAIN, OR SUCH OTHER SEPARATION AS APPROVED BY THE GOVERNMENT AGENCY WITH JURISDICTION OVER SAME. • WHERE APPROPRIATE SEPARATION FROM A WATER MAIN IS NOT POSSIBLE, THE SEWER MUST BE ENCASED IN CONCRETE, OR CONSTRUCTED OF DUCTILE IRON PIPE USING MECHANICAL OR SLIP-ON JOINTS FOR A DISTANCE OF AT LEAST 10 FEET ON EITHER SIDE OF THE CROSSING. IN ADDITION, ONE FULL LENGTH OF SEWER PIPE SHOULD BE LOCATED SO BOTH JOINTS WILL BE AS FAR FROM THE WATER LINE AS POSSIBLE. WHERE A WATER MAIN CROSSES UNDER A SEWER, ADEQUATE STRUCTURAL SUPPORT FOR THE SEWER MUST BE PROVIDED. LOCAL WATER PURVEYOR. IN THE ABSENCE OF SUCH REQUIREMENTS, WATER MAIN PIPING MUST BE CEMENT -LINED 29. WATER MAIN PIPING MUST BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS AND SPECIFICATIONS OF THE DUCTILE IRON (DIP) MINIMUM CLASS 52 THICKNESS. ALL PIPE AND APPURTENANCES MUST COMPLY WITH THE APPLICABLE AWWA STANDARDS IN EFFECT AT THE TIME OF APPLICATION. 30. CONTRACTOR MUST ENSURE THAT ALL UTILITY TRENCHES LOCATED IN EXISTING PAVED ROADWAYS INCLUDING SEWER, WATER AND STORM SYSTEMS, MUST BE REPAIRED IN ACCORDANCE WITH REFERENCED MUNICIPAL, COUNTY AND/OR STATE DETAILS AS APPLICABLE. CONTRACTOR MUST COORDINATE INSPECTION AND APPROVAL OF COMPLETED WORK WITH THE AGENCY WITH JURISDICTION OVER SAME. 31. WHERE BASEMENTS ARE TO BE PROVIDED FOR PROPOSED DWELLING UNITS, THE DEVELOPER SHALL, BY BORING OR BY TEST PIT, DETERMINE THE DEPTH TO GROUNDWATER AT THE LOCATION OF THE PROPOSED DWELLINGS. WHERE GROUNDWATER IS ENCOUNTERED IN THE BASEMENT AREA, BASEMENTS WILL NOT BE INSTALLED UNLESS SPECIAL CONSTRUCTION METHODS ARE UTILIZED, TO BE REVIEWED AND APPROVED BY THE MUNICIPAL CONSTRUCTION CODE OFFICIAL. IF AND WHERE SUMP PUMPS ARE INSTALLED, ALL DISCHARGES MUST BE CONNECTED TO THE STORM SEWER. A CLEANOUT MUST BE PROVIDED PRIOR TO THE CONNECTION TO THE STORM DRAIN IN ORDER THAT BLOCKAGES CAN BE ADDRESSED. 32. FOR SINGLE AND TWO-FAMILY RESIDENTIAL PROJECTS, WHERE THE PROPOSED DWELLING AND ADJACENT SPOT ELEVATION(S) ARE SCHEMATIC FOR GENERIC BUILDING FOOTPRINT, GRADES MUST BE ADJUSTED BASED ON FINAL ARCHITECTURAL PLANS TO PROVIDE A MINIMUM OF SIX (6) INCHES BELOW TOP OF BLOCK AND /OR SIX (6) INCHES BELOW SIDING, WHICHEVER IS LOWEST, AND MUST PROVIDE POSITIVE DRAINAGE (2% MIN.) AWAY FROM DWELLING. ALL CONSTRUCTION, INCLUDING GRADING, MUST COMPLY WITH THE LATEST LOCAL AND STATE BUILDING CODE AND ALL OTHER APPLICABLE REQUIREMENTS, RULES, STATUTES, LAWS, ORDINANCES AND CODES. 33. LOCATION OF PROPOSED UTILITY POLE RELOCATION IS AT THE SOLE DISCRETION OF UTILITY COMPANY 34. CONSULTANT IS NEITHER LIABLE NOR RESPONSIBLE FOR ANY SUBSURFACE CONDITIONS AND FURTHER, SHALL HAVE NO LIABILITY FOR ANY HAZARDOUS MATERIALS, HAZARDOUS SUBSTANCES, OR POLLUTANTS ON, ABOUT OR UNDER THE PROPERTY. REVISIONS REV DATE COMMENT BY 1 10/9/18 ADDRESS COUNTY COMMENTS JQR KNOW WHAT'S BELOW ALWAYS CALL 811 BEFORE YOU DIG It's fast. It's free. It's the law. NOT APPROVED FOR CONSTRUCTION PROJECT No.: V162083 DRAWN BY: DSH CHECKED BY: JQR DATE: 6/22/2018 SCALE: N/A CAD I. D.: SD1 PROJECT: PROP. SITE PLAN FOR ,, m V_ 0 �- wa Wa LOCATION OF SITE SEMINOLE TRAIL AND PROFFIT ROAD ALBEMARLE COUNTY, VIRGINIA 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540) 349-4500 Fax: (540) 349-0321 VA@BOh/erEnq.com Jr1tt I I I I Lt: (3 NOTES SHEET NUMBER: c - I 0 271 0 ti o itm�n O O 11 Co S F wI o� I - a �, () � � O 0 ff oLj 7 -1 C C :?m O H � .� r, - I o I � W l� r, � i maz �B - � � � z�C r, te J m � ,I-) Nz., I_ C. rfa r F oNw �c1 �Wo&>e 9 y e a, �,- a. jEf H o �rw I oo zo 1 0 0 1. REVISIONS REV DATE COMMENT BY 1 10/9/18 ADDRESS COUNTY COMMENTS JQR KNOW WHAT'S BELOW ALWAYS CALL 811 BEFORE YOU DIG It's fast. It's free. It's the law. NOT APPROVED FOR CONSTRUCTION PROJECT No.: V162083 DRAWN BY: DSH CHECKED BY: JQR DATE: 6/22/2018 SCALE: N/A CAD I. D.: SD1 PROJECT: PROP. SITE PLAN FOR ,, m V_ 0 �- wa Wa LOCATION OF SITE SEMINOLE TRAIL AND PROFFIT ROAD ALBEMARLE COUNTY, VIRGINIA 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540) 349-4500 Fax: (540) 349-0321 VA@BOh/erEnq.com Jr1tt I I I I Lt: (3 NOTES SHEET NUMBER: c - I 0 271 CCj -PA-RTOFTRACT2 DB 661PG 711 L,IWDS OF RA, RT11A jMFERSONHOSPIKIL RB 1415PG S7 PIT -12,4492 -IA UISSNSFOR001,6-11C PARTOFIRICTI RB 661,PG 797 LINDS OF, YVULOYPROPERTIESRI, LlC D B 1851 PU W R B 051112 166 PIN, J2A - W-1 AAEA: 5,128 SF OR 0 122A C xu OW wz lox Z 5z 2 Q� Lu Z cr T ula z Q7 U. a z LIj LL -U) > 0- 0� vu�j (Uj w lau t) m Lq pz" C5 :r Z Ld Lu On zyz Lij LU z U6 Z W Wr uJ00 XZOo W cn w >- _j rL 0- x =0n 1 ow4ji AIRPORT SIGN T.6 o ro� Ro 1,AAlR5 OF RALL017PROPERRESIff, LLC DS OR PG. M DW 051PG 1(66 PTY j2,1-02-1 AREA: 60,59JSE ORL391AC OX) 61,078SE OR102AC (,R) REFERENCES 1, DRAFT PLAN ENTITLED PROPOSED SITE PLAN DOCUMENTS, PREPARED BY BOHLER ENGINEERING, DATED JUNE 22; 2018, LAADS OT 12 JMRTIlAfLlTlTlElR80,Al JOSPITAL S A 4f DB 141,PG 57 p- -92A-02-L4 PIN. & 0' :?6, UPP415 X/ A REA: 180, 6 V 7 S F OR 4 19,7, 1 C (Jfj 4 18,37689 F OR � 219 AC:; (R) CNLt-1071 .80 FOUND A p Z OC. 50' .4w EASEMENT J 1W A - -SZ4. ' & `� ACC S70R# MH .6, 8a0w R#V=526� 76 GRAOE 1812=& 4, 1 .8 661 74�' 7,97 �2 INV A=52111 NY 8=521,16 ASPIWT GRAS$ ,IRFA RopoPA "E�ff 'CURER ADA CUTS LARC NG CURB R=48.00' A=057"5710311 SIGN Smw A.55' 0C Poo 203. �8;-,-, H =S47033154" D.8 297 PC. 514 7TOW=522.72;-7 A04 MENT 9-, CVT AS SHOWN ON PLAT RECORDED D=4Ul' SIGN LEGEND ON D.B. 661 PC, 7" 0,8, 'fO-'�j "Pf�' 17 1 AfN0AiW ANDA A 'r -cur Ttj �Z�V=525 10. HYDRANT PROP05ED W4 TfA A 1W A=521.66 lNV,'8=RECf-rS'0firWATER VALVE 154-J.6'50'* 2A 22' (U) AbA INV 8=521.71 sl(7N V 24,27' PARCEL PIPES 24 k� 1W C=,521.46 GAS VALVE 1507 A Rbi; 9 088,5 F \ v, APPROX. 10CI S4 TAR'y t'21 SEVER 'Y D ORIS17AC N OU �(O=OW 4 OVERHEAD WIRES 08, 1600 8 GRAX 14 t�2 APPROX. LOC_ UNDERGROUND GAS LINE PER UTILITY MARKOUT AyV A= 8 876 9,- =5856.58'(M) G ASP)WT /w 26- �6 PA VEYD V T Alvy 08 35S41 =0001 202" (M) Costr". "ll-, I RIV=528.95 UTILITY POLE #12' CURER �kkms AV A=520.40 --20.49 --891,7 WOZ Z IMI_19=50. �5 Of / 11 4772' Ej ELECTRIC METER UNIT ON /w 4�20jj HB=N37'28'19T (M) 11 4rpw CLEARANCE ROCE CONC. PAD !� 'l/ -<-�� 4 34P -�_C 00 SANITARY MANHOLE HD=2049'(M) A'1,V=52429 < 4 --1 A i7m 12 1— B STORM DRAIN MANHOLE zqf-j r WALK 12 ASP84 T' OF WAIZR 'r, I--, PA OWENT .- A CONS • )RfMR 11 - s c f OUND- LOC D SIGN AT GWF 'r ar, 1 10' TjWP CONSIRUC770V PIN -172A-02-1 A -Y W� !�-- , "---/ -, r MH 11 EA"Fff ---- -00- MH 9,8 33,96 PO� 75[1]7� -lop 0��5& 40 MAIL BOX Al A --I '57 Ay#-=�=527 99 ASPHALT FWND INVA=5294 PA 05ME) V T RM=52731 INV A=519.Jl BOLLARD 7 7, cr 7x'67 t AV &- -Il— #vv 15 hW 8=519,51 —14 cp �a CONC. 1-J. 1926 5: e� INV C=519. 16 AREA LIGHT /N 9-�519.75 > 15MN05 ITk€67' i0t --FF=-5jV, 57 :JB -8 LOC V 20' WATER 0SEMENT CLEAN OUT 12- J,96 PG. 75 9.8. 3J PAINTED ARROWS 15 REPORT EXCEPTION. r - 'VAI 4TITLE REP 6 Aspwr Nto PA WMEAT Vo Q* PM DENOTES PARKING SPACE COUNT AS wT N, e LA 4 6 "4 co PAVEMENT 0.r i BENCHMARK 3 6, Qj GUY WIRE 12R, WO Z --w 05 1178 PC 511 TRAFFIC SIGNAL POLE -4k Ts SHOWN REF IN 20' PK 9.9. JJ96 PC 75 I I I — TREE (SIZE AS NOTED) STOP SIGN NITARY SEWER EASEMENT F000 10, 08, 17.50 PG, 514 04hW lXkT, 0 PK /L 44W�—RIW=529.59 CENTERUNE N61 11 "59'00 w f -04IND A1WA=52JsR,9Q J, 'V77-4 INV 8=5-PU4 BORING LOCATION iijigj - Y& .41, 13.43',(M) .52 202 EDGE OF PAVEMENT -4 GRASS RECORD Qv cufiv R1M=5X.,64( MEASURED 16# INV 24,94 AL'T' 9,LT5,700 IR IRRIGATION COVER ML P —R OPTIC WR1(,-R FOUND p .171 SSW MH' -. sIGN POB POINT OF BEGINNING R1Y=V8.8J @ P14RCTIt 32 41PIA042 srop PROP. CORNER TO BE SET x,119PG, Rf /AV 8=5f,768 IN V 4=51918 4W 0=517 09 APPROX, LOC VIRGINIA 09 718 PG, 157 ra fS Al'/ 7p0'AD IW 0=517J8' POWER EASEMENT x4z '0: D.B, 117 LANDS OT 649 6 PG. 375 @) YJ fA LL 0 YPR OPER TIE, -5 Et, LL C 7' DR 4851 PC, 460 APPROX, LOC 15'VIRGINIA A POWER EASEMENT D.B 48,fl PG 4& MN MH D. B. 1176 PG, ANT PIX ,12A -0? -141 RN=52929 AREA 1, 721 SF OR 0 MA C (H) 1lVV A (UPPER, INV A (LONQ)=51729 0 0. 115A C, (R) INV 8=517.15 INV C°--51714 31 115 7.5 0 310 30' Gi "A 1010 JANE SALES C L A IJ S S Lie. N 2 REV. PER UPDATED COMMITMENT & PROPOSED PARCEL JEB 10/08/18 REVISED PER ADDITIONAL TOPOGRAPHY SU 08/16/18 No. DESCRIPTION OF REVISION BY: DATE mmmmmmmmmmm� ALTAINSPSI-AND Tl7EESj7Rj,7Fy WAWA 3267 PROFFIT ROAD RIVANNA MAGISTERIAL DISTRICT ALBEMARLE COUNTY, VIRGINIA FILE NO� TO, 22636 DAVIS DRIVE, SUITE 250 SV162083 STERLING, VIRGINIA 20164 XX� 703-709.9500 - 7(13.709.0501950I FAX E N' G I N E E R I N G - —bo A O–r menLl n —ee f, ral 9, c —om DATE nUPSTATE NEW YOW *BOSTON, MA *NEW YORKNETRO uWARREN, Na xPJHIMlPHAiSWXRNij mLEMON VALLEY PA zSOME9TERNPA ■ BALTVORE,MD mSOUTHERN W.AYLM0 nNORTHERN ARGINIA NINASHNOTONDC x 0fIRWI RGINIA MCHARLOTTE, NC zRUGH,NG 10/26/2017 FIELD %]ATE CREW CHIEF DRAWN REVIEWED APPROVED SCALE DWG. NO. MOJJD SPT RT JB V = 30' C-201 0 h N 3, 06,050 z �D r1 w Efj� t j PIM 32-38 AIRPORT PLAZA LLC' D.B. 4622 PG. 319 USE RETAIL STORE xiJC 538,1,,76 c' Ay� h// r �a '.POR. r ' e 7, / 0 j /' X POWER X,539.28 / 5'OLe, TD FAL / L00 ` LOCATED f Uii UP IA415 RE0.6' BELOW Fri/,, - Ir ko. f f: 4 /A A )y LANDS OF g JLI RTHA jTEFFE S(J.IVHOSPITIL DR1115PG57 41 PIN, .72A -621A TRACT 2 b 9 I� D. B. 661 PG. 744 A-RFA:180,047S.F OR, 41.73AC (1V�J 1817685 F OR -A219AC (R) � .p liJ{j � � l'� ., 'r.\rt ._ o-�..%=�• s. ,:f,i �''� tte r! Fj 3 TC "3 \> r // Ql GRADE > 52.i,5 /�' /0 \ Q '\ fel =r{ C� ! / i / / a tJ 11 ' i �a / QJ / I.D SIGN 1 ' 1 ��' q� I SOLID WHITE LINE (TBRJ-, ! Q / `; '{ / Q/ j HT. =18.7' CCCTt7R i I /I 541.40/ t �F 4 (TBRL) \ / 3 PROP Gfd9E R=5856.58 APPROX. LOC VERCO (a EASEMENT D.B. 297 PG 514 // ! � / `,_ i C X5 ©=000056'40"AS SHOWN ON PLAT RECORDED+ ON D.B. 661, PG, 744\- L=96.55' \. \� CHB=N37005'59"E JY$i \ / / ` \ CHD=96.55 \ C..R4SS \ AREA LIMITS OF DISTURB CE ✓ J P CONTRACTOR TO / %�' ✓' / STO RESET SIGN WITH PPfrP GRADES NO PARKING' o i n r �' / � ,;�F}� /� , �f RROP£RTY EINE \ _ 4 38 50 .12 Q w / I VACATED WITH o 90UND.4RY LINE �; N50 / 4.27/ / AGVUSTMENT \ CONTR4G, OR TO / r \RESET SIGN WITH ` PROP GRADES �APPROX LOC. EX ROW 46, 8 / / //J REBAR 0 ' /,0* / FOUND 8 < PROPOSED WA WA ` f f i 0.2' BELOWGRADE- �sr, \ ,��1RCELAREA: 66 { %+'l / // y/ FP . L� LIfS'798y / •�,I, �A \ ", 1'' OT, 17A � f 543.2 ° x'R£B4R FOUND / / E;/ 0.2 BELOW REBAR W' CAP GRADE i �% �%' SET 10 22x/17 x / PROPERTY UN£ / 54282 / VACATED W/TH X540.81 l APPROX. _OC. 5 JOINT M'TO� 1 AG��SEMEN ; D B. 661 PCz 797 6A VS TC :532,83 � G '532 38 � / t\/: RM MH'f B \ \ RIM= �T J. 9 r t, �`u ; I'm OTTOV 52272 \ \ '.ear" TO 52843,11f F , --- ,...._ ,� 790;x' { . ` \; , - . \, ORATE INL "`� . _� .� ;. r A01 - . 30 RCP (TBR)" �a/��,' x53r'14' f"` M=526.03 .... `moi ? r1GN �3Fo.1c9 Q(�. PROP. SAWCUT yV- 22"20' ,� . _ STORM MH 70 BE BENCHMARK GV. -2.._.. VERTED TO _08- X -CUT ITA>1hQ )It,, (r8r°� ... M.... \ o ✓ MANHOLE TDP (,, .. ELEV =526.56 M..MN , n .: _RIM 52�. b'_: / /NV A 'INV B E5 AL'1 \ - c / s 3, P pp t „1�, l 15 C 526.2 } 24 U , 1 \ Q 1` \ O t i 1 NN a S/TE LIGHT C7QR \` ` \ \` \ `\` o'T.�\ w 1121 I fr ! 532.06 x; `\ \�\\ �CONTRACTOR To ' I K 525.09 4 �., , ROVE 47 LF OF �- ,,` _ TC 533.06 s � \� ` 8 34NlTARY LINE 534.191 ��..'''' = G 532.65 ; f'G'o \'6� \°� ,3"+� j 53r'"92 '-' CONC URB ASPHALT x5255 <f T(ER C(BR1 PAVEMENT (TBR) BOUNDARY UNE CONC. GURF \\.` 1 \ I t ACIJUSTMENT ! 532.44 x .\ \ t--- 1 L � / ! ° 9 Ex SITE LIGHT OVRJ .r W/2 G �1 SER \ / �. - \ 5267�BRICK WALL (TBRJTBRJ 6 -' () A�DOPr�' 1 /� CLEARANCE - \ v, He iTAI?Y�EWER e 53199 B4R (TBR) _ 6 - a o, S1G'r f 33 " _ TO BE x 534.6 G F EASEMEA!T ��- � 6 Ci ' 1 t�LUMN O f\ . SrX SirE uGHTF(TBR TYPTBR CONE':` ` n\ 0h / a , P , r` / `y CONC AREA l a (TRO) I z` �' 1 '��• x s / 62 I z p REBAR W��L9 \ / „ / l.D. SIGN `v s _ Q / FOUND AT GR4DE \ ` a `1 �� a ROGER RAY & ASSOC. A \ �: / WALL (TBR) 5 ' M1 rc ,x3571 t l� EY S1TE LIGHT ORRJ G �3_5.� a CONC. I x 5'44.44 ISLANDS - a y -- , t TBR 530.15 _ f • , CONC.`•, CURB INLET TO BE', ° CONVERTED TO A, p - WACaY. . T19!R `-1 \ r _ MANHOLE TOP ", 7 "` r t i ASPHALT \ l ., RIM=528.29 �\ 11 PAVEMEN T,' , j\ 1 A/C UNIT ON..,. CONC. PAD (TBR) �9.,�5 ~ ASPHALT y X' w. . �. PAVEMENT 534.20 \ Cr!`Ih? ET y '\ (TBR) e / 1 -STORY R%tip=5!? 99 IS PK NAIL' V A =52� 94 v FOUND ` l BRICK BUILDING INV B=522.19 ' 1 I r� t ii P 3267 j026 S.F. ��j-�'' q`'� P P. SAWCUT e ; T0 528.21 I LIMI SOF DISTURBANCE 14 1! 1,`1 k' G X7.75 I.t J x.543.03 / vl 1 x 534.72 # FF=534.57l� 1 AREA (TBR) J �" i V1 %' 18 \\U g a tr . `~ 1 1 �-.,,,, r,` � � 'tea' - f � `) ,/I � ! ' �p l• �-. g 't S/0iV \ ' jj � �: it , / el! to"i+ 1•rt v er , H:\16\V162083\DRAWINGS\PLAN SETS\SITE PLAN DOCUMENTS\V162083SS1.DWG PRINTED BY: LOSBORNE 10.10.18 @ 12:05 AM LAST SAVED BY: LOSBORNE S TRACT 2 D. B. 661 PG. i a r LOD SAWCUT LIMITS OF DISTURBANCE NOTE SEE SHEET C-102 FOR DEMOLITION NOTES. REVISIONS REV DATE COMMENT BY 1 10/9118 ADDRESS COUNTY JQR COMMENTS KNOW WHAT'S BELOW ALWAYS CALL 811 BEFORE YOU DIG It's fast. It's free. It's the law. NOT APPROVED FOR CONSTRUCTION PROJECT No.: V162083 DRAWN BY: DSH CHECKED BY: JQR DATE: 6/22/2018 SCALE: 1" = 20' CAD 1. D.: SS1 PROJECT: PROP. SITE PLAID DOCUMENTS FOR APME 464 LOCATION OF SITE SEMINOLE TRAIL AND PROFFIT ROAD ALBEMARLE COUNTY, VIRGINIA 28 BLACKWELL PARK LANE, SUITE 201 WARRENT+ON, VIRGINIA 20186 Phone: (540) 349-4500 Fax: (540) 349-0321 1/�1111LTAIIIAYCIfJY o,.,w. SHEET NUMBER: C - 2 0 LEGEND DEMOLITIONIFREMOVAL NOTE TYPICAL NOTE TEXT _---------------- EASEMENT LINE CONCRETE CURB & ------- ---------- GUTTER UTILITY POLE WITH LIGHT POLE LIGHT TRAFFIC LIGHT UTILITY POLE TYPICAL t_) LIGHT ACORN ' LIGHT - TYPICAL SIGN PARKING !� L X� COUNTS SPOT ELEVATIONS RSAN SANITARY TM STORM # LABEL -------SL - - - - - - - SANITARY SEWER LATERAL -------W------- UNDERGROUND WATER LINE -------E------- UNDERGROUND ELECTRIC LINE ------_G------_ UNDERGROUND GAS LINE -------OH ------_ OVERHEAD WIRE -------T ------- UNDERGROUND TELEPHONE LINE c _------ UNDERGROUND CABLE LINE ------------------- STORM ------------------- SEWER _------S --_---- SANITARY SEWER MAIN 'Cf HYDRANT dI Si1 SANITARY MANHOLE IDI STORM MANHOLE WM WATER ® METER WV WATER [� VALVE GAS VALVE ® GAS METER LOD SAWCUT LIMITS OF DISTURBANCE NOTE SEE SHEET C-102 FOR DEMOLITION NOTES. REVISIONS REV DATE COMMENT BY 1 10/9118 ADDRESS COUNTY JQR COMMENTS KNOW WHAT'S BELOW ALWAYS CALL 811 BEFORE YOU DIG It's fast. It's free. It's the law. NOT APPROVED FOR CONSTRUCTION PROJECT No.: V162083 DRAWN BY: DSH CHECKED BY: JQR DATE: 6/22/2018 SCALE: 1" = 20' CAD 1. D.: SS1 PROJECT: PROP. SITE PLAID DOCUMENTS FOR APME 464 LOCATION OF SITE SEMINOLE TRAIL AND PROFFIT ROAD ALBEMARLE COUNTY, VIRGINIA 28 BLACKWELL PARK LANE, SUITE 201 WARRENT+ON, VIRGINIA 20186 Phone: (540) 349-4500 Fax: (540) 349-0321 1/�1111LTAIIIAYCIfJY o,.,w. SHEET NUMBER: C - 2 0 T V v W 00 o z 0 n co e0O ll y ti ti „, r PROP. STONE SHOULDER WITH 4" 2 A— TOPPING ( CONTRACTOR TO FILL GRADE IFFERENT DIAL WITH 21A GRADE) PROP. "NO LEFT TURN" (R3-2) SIGN PIN,, 32-36 AIRPORT PLAZA LLC D.B. 4622 PG. 319 USE RETAIL STORE r /• / EYE y r 2' S,� Op i fi cods / 2R R R PROP. RAISED 4; ' . r• �� / CONCRETE ISLAND LA 4" WHITE LINE / d / \ APPROX. LOC VEPCO / S a EASEMENT D.5 297 PGt 514 \ AS SHOWN ON PLAT RECORDED \' ` `' / j PROP 10' 7 33 i f,r ti fJr` L'• ? rj~ \ y., I 3, 9J6,050 CN T V v W 00 o z 0 n co e0O ll y ti ti „, r PROP. STONE SHOULDER WITH 4" 2 A— TOPPING ( CONTRACTOR TO FILL GRADE IFFERENT DIAL WITH 21A GRADE) PROP. "NO LEFT TURN" (R3-2) SIGN PIN,, 32-36 AIRPORT PLAZA LLC D.B. 4622 PG. 319 USE RETAIL STORE r /• / EYE y r 2' S,� Op i fi cods / 2R R R PROP. RAISED 4; ' . r• �� / CONCRETE ISLAND LA 4" WHITE LINE / d / \ APPROX. LOC VEPCO / S a EASEMENT D.5 297 PGt 514 \ AS SHOWN ON PLAT RECORDED \' ` `' / j PROP 10' 7 33 i ON D.9. 661; -PG, 744 f 4' LANDSCAPE \ \ \ 4" WHITE LINE'-'--, PROP. SAW(, LIM1fS OF DISTURBA!�CE ra. F r' r" ` �APPROX. LOC EX. ROW 4" WHITE MINI SKIPS WITH 2' LENGTHS AND 4' SPACES PROP. STONE SHOULDER WITH 4" 21A F TOPPING ( CONTRACTOR TO FILL GRADE DIFFERENTIAL WITH 21A GRADE) EX EOP t BUFFER '. CG -6 PROP OF,I�SIT LANIVAP F,ASEMEN rr / STM E-6 � a / ® POP. - \ ONUMEN SIGN -00 PROP OFF-SITE LANDSCAPE ESMT TRACT 2 D. S. 661 PG, 744 E E T / /\\ \\ -""ter. 203•S 30 S . U� \ PROP.' . _ , LIMITS OF DISTURBANCE / STOP R4t1..r_ tk. / SIGN !_ ` %\ a� PROP SAWCUT E \ S0TM - / , l , \\. \ PROP. VENT P \ OL7''.-...•,- �� STACK PAD W/ BOLLARDS PROP. 2-22,000 Gj COMPARTMENTALIZED" WITH 1-20,000 GALLON w 2f�s, PROP. PAVEMENT \� MARKING (TYP) �. _.._ PROP. SAWCUT , `PROP. SITE LIGHT BENCHMARK (TYP) X -CUT D r LEV=526.56 SAN 019, £ NI 10 PROP. OIL WATER �2�. BSEPARATOR STM PROP. LANDSCAPE WALL: PROP. TRASH ' N CQONTAINER 201, 4 10 4 OX SAN PROP.' DA" d d 309, SIGN 80 < d _- 6563' �` PROP, SITE LIGHT ((TYP) _/ 4, 4' a APPROX LOC. 15' VIRGINIA TO RIGHT-OF-WAY "►�.�,` 7 d 1 ® v,� : LIMITS OF DISTURBANCE " �► `: " I POWER EASEMENT _ u r_ o D.B. 1176 PC 367 pm 0FF� Li, N 3,935,70D `\ PROP. FUTURE PIN." 32- 3TC ACCESSIBLE PATH 007 i®A ]j� a PROP. MONU SIGN WGN PROFFITT LLC C.0 WALGRFEN `f f r d'� 1) � j� CO REAL ESTATE TAX DEP l2 sfi ; 649 D.B. 3790 PG 692 USE- RETAIL STORE f ✓y H:\16\V162083\DRAWINGS\PLAN SETS\SITE PLAN D0C1JMENTS\V162083SS1.DWG PRINTED BY: LOSBORNE 10.10.18 ¢(112:05 AM LAST SAVED BY: LOSBORNE HATCH LEGEND PAVEMENT ADA STRIPING ° 4. 4� ° STANDARD DUTY CONCRETE d' 1 d d HEAVY DUTY ° a CONCRETE a 4 STANDARD DUTY ASPHALT PAVEMENT NOTE: SEE SHEET C-102 FOR GENERAL NOTES AND SHEET C-103 FOR LEGEND. REVISIONS REV DATE COMMENT BY 1 1019118 ADDRESS COUNTY JQR COMMENTS KNOW WHAT'S BELOW ALWAYS CALL 811 BEFORE YOU BIG It's fast. It's free. It's the law. NOT APPROVED FOR CONSTRUCTION PROJECT No.: V162083 DRAWN BY: DSH CHECKED BY: JQR DATE: 6/22/2018 SCALE: 1" = 20' CAD I.D.: SS1 PROJECT: PROro SITE FLAN DOCUMENTS FOR V_ AFIN a 'wa LOCATION OF SITE SEMINOLE TRAIL AND PROFFIT ROAD ALBEMARLE COUNTY, VIRGINIA 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540) 349-4500 Fax: (540) 349-0321 SHEET TITLE: SHEET NUMBER: C-301 fJr` L'• \ ON D.9. 661; -PG, 744 f 4' LANDSCAPE \ \ \ 4" WHITE LINE'-'--, PROP. SAW(, LIM1fS OF DISTURBA!�CE ra. F r' r" ` �APPROX. LOC EX. ROW 4" WHITE MINI SKIPS WITH 2' LENGTHS AND 4' SPACES PROP. STONE SHOULDER WITH 4" 21A F TOPPING ( CONTRACTOR TO FILL GRADE DIFFERENTIAL WITH 21A GRADE) EX EOP t BUFFER '. CG -6 PROP OF,I�SIT LANIVAP F,ASEMEN rr / STM E-6 � a / ® POP. - \ ONUMEN SIGN -00 PROP OFF-SITE LANDSCAPE ESMT TRACT 2 D. S. 661 PG, 744 E E T / /\\ \\ -""ter. 203•S 30 S . U� \ PROP.' . _ , LIMITS OF DISTURBANCE / STOP R4t1..r_ tk. / SIGN !_ ` %\ a� PROP SAWCUT E \ S0TM - / , l , \\. \ PROP. VENT P \ OL7''.-...•,- �� STACK PAD W/ BOLLARDS PROP. 2-22,000 Gj COMPARTMENTALIZED" WITH 1-20,000 GALLON w 2f�s, PROP. PAVEMENT \� MARKING (TYP) �. _.._ PROP. SAWCUT , `PROP. SITE LIGHT BENCHMARK (TYP) X -CUT D r LEV=526.56 SAN 019, £ NI 10 PROP. OIL WATER �2�. BSEPARATOR STM PROP. LANDSCAPE WALL: PROP. TRASH ' N CQONTAINER 201, 4 10 4 OX SAN PROP.' DA" d d 309, SIGN 80 < d _- 6563' �` PROP, SITE LIGHT ((TYP) _/ 4, 4' a APPROX LOC. 15' VIRGINIA TO RIGHT-OF-WAY "►�.�,` 7 d 1 ® v,� : LIMITS OF DISTURBANCE " �► `: " I POWER EASEMENT _ u r_ o D.B. 1176 PC 367 pm 0FF� Li, N 3,935,70D `\ PROP. FUTURE PIN." 32- 3TC ACCESSIBLE PATH 007 i®A ]j� a PROP. MONU SIGN WGN PROFFITT LLC C.0 WALGRFEN `f f r d'� 1) � j� CO REAL ESTATE TAX DEP l2 sfi ; 649 D.B. 3790 PG 692 USE- RETAIL STORE f ✓y H:\16\V162083\DRAWINGS\PLAN SETS\SITE PLAN D0C1JMENTS\V162083SS1.DWG PRINTED BY: LOSBORNE 10.10.18 ¢(112:05 AM LAST SAVED BY: LOSBORNE HATCH LEGEND PAVEMENT ADA STRIPING ° 4. 4� ° STANDARD DUTY CONCRETE d' 1 d d HEAVY DUTY ° a CONCRETE a 4 STANDARD DUTY ASPHALT PAVEMENT NOTE: SEE SHEET C-102 FOR GENERAL NOTES AND SHEET C-103 FOR LEGEND. REVISIONS REV DATE COMMENT BY 1 1019118 ADDRESS COUNTY JQR COMMENTS KNOW WHAT'S BELOW ALWAYS CALL 811 BEFORE YOU BIG It's fast. It's free. It's the law. NOT APPROVED FOR CONSTRUCTION PROJECT No.: V162083 DRAWN BY: DSH CHECKED BY: JQR DATE: 6/22/2018 SCALE: 1" = 20' CAD I.D.: SS1 PROJECT: PROro SITE FLAN DOCUMENTS FOR V_ AFIN a 'wa LOCATION OF SITE SEMINOLE TRAIL AND PROFFIT ROAD ALBEMARLE COUNTY, VIRGINIA 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540) 349-4500 Fax: (540) 349-0321 SHEET TITLE: SHEET NUMBER: C-301 PIN.- 32-38 AIRPORT PLAZA LLC D.B. 4622 PG, 319 USE- RETAIL STORE / P. A F to O -� l' f� ,..j•' 1 ) if ' \ b,. ,-,, , r REBAR FOUND — _X t / 0.6' BELOW G'RADE r APPR�Y LOC. EX RO✓✓ d R=5856.58' APPROV LOC. VfPCO EASEMENT D.B, 297 ,PG 514 ✓` A=000°56'40"AS SHOWN ON PLAT I?FCORDED ON D.B. 661, -PG, 744 L=96.55' f 'CHB=N37°05'59"E fyfF, CHD=96.55' PROP. SAWCUT- -! t LIMITS OF DISTURBANCE l3 , 1 1 � / / ;r f 0.2' 6 r / REBARW CAP SET 100/17 Qj OJ 0/ P �7 PROP. SITE LIGHT (TYP) r� U`� / • � lam\\ � j',�`�,�V a / / LANDS O MARTHA JEFFERSON HOSPITA D9.Y, 1115PG 57 SIA. J2A-02JA TRACT 2 AREA:1A9,0,J%SF O ,199AC (N) D.8 661 PG, 744 18J,768SF 0R 4f 219AC (R) t i LIMITS OF DISTURBANCE 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 -21/2". D. ARROWS 1"x6" SOLID SHAFT WITH SOLID HEAD 1 1/2" WIDE AND 2" DEEP. 5. SIGNS ARE TO BE MOUNTED 6' 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, NCHMARK -CUT EV. =526.56 / Ee ,,IN 3,935,700 '•:,�j7.11 PIN' j2 -37C ''1 r WGNf'ROFF17T LLC C 0 MIA GREEN 10, r CO REAL ESTATE TAX DEF, f, v / if Q D, B. 3790 PG. 692 �`; '`, _ ; .�,, r`,=.� '..� �� � rf: �lr� ....: 49 _. USE, RETAIL STORE H:\16\V162083\DRAWING'S\PLAN SETS\SITE PLAN D0CUMENTS\V162083SS1.DWG PRINTED BY: LOSBORNE 10.10.18 @ 12:05 AM LAST SAVED BY: LOSBORNE SIGN TYPE "A" SIGN TYPE "C" SIGN TYPE "B" P, OR B NO NO NO PARKING PARKING PARKING OR OR OR STANDING STANDING STANDING FIRE LANE FIRE LANE FIRE LANE „ /'\ N a- .- 0 M 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 t. 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. PROP. LIMITS OF DISTURBANCE 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 -21/2". D. ARROWS 1"x6" SOLID SHAFT WITH SOLID HEAD 1 1/2" WIDE AND 2" DEEP. 5. SIGNS ARE TO BE MOUNTED 6' 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, NCHMARK -CUT EV. =526.56 / Ee ,,IN 3,935,700 '•:,�j7.11 PIN' j2 -37C ''1 r WGNf'ROFF17T LLC C 0 MIA GREEN 10, r CO REAL ESTATE TAX DEF, f, v / if Q D, B. 3790 PG. 692 �`; '`, _ ; .�,, r`,=.� '..� �� � rf: �lr� ....: 49 _. USE, RETAIL STORE H:\16\V162083\DRAWING'S\PLAN SETS\SITE PLAN D0CUMENTS\V162083SS1.DWG PRINTED BY: LOSBORNE 10.10.18 @ 12:05 AM LAST SAVED BY: LOSBORNE L00 FIRE LANE SIGNAGE NOT TO SCALE REVISIONS REV DATE COMMENT BY 1 1019118 ADDRESS COUNTY JQR COMMENTS KNOW WHAT'S BELOW ALWAYS CALL 811 BEFORE YOU DIG It's fast. It's free. It's the law. NOT APPROVED FOR CONSTRUCTION PROJECT No.: V162083 DRAWN BY: DSH CHECKED BY: JQR DATE: 6/22/2018 SCALE: 1" = 20' CAD I. D.: SS1 PROJECT: Pr_ R0P, SITE PLAN DOCUMENTS FOR V Wc1wa LOCATION OF SITE SEMINOLE TRAIL AND PROFFIT ROAD ALBEMARLE COUNTY, VIRGINIA 1 ` " 1 LER�,, ENGINEERINGn 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540) 349-4500 Fax: (540) 349-0321 SHEET TITLE: FIIRELANE PLAN I SHEET NUMBER: C,302 P, OR B � FK NAH jt FDUND \ / \ PROP. SAWCUT / LIMITS OF DISTURBANCE /CO CO cO „ /'\ N a- .- 0 M /CIO / PROP. SAWCUT , `' 50' JOINT i ACCESS EASEMENT 1 D.B. 661 ,PC. 797 L00 FIRE LANE SIGNAGE NOT TO SCALE REVISIONS REV DATE COMMENT BY 1 1019118 ADDRESS COUNTY JQR COMMENTS KNOW WHAT'S BELOW ALWAYS CALL 811 BEFORE YOU DIG It's fast. It's free. It's the law. NOT APPROVED FOR CONSTRUCTION PROJECT No.: V162083 DRAWN BY: DSH CHECKED BY: JQR DATE: 6/22/2018 SCALE: 1" = 20' CAD I. D.: SS1 PROJECT: Pr_ R0P, SITE PLAN DOCUMENTS FOR V Wc1wa LOCATION OF SITE SEMINOLE TRAIL AND PROFFIT ROAD ALBEMARLE COUNTY, VIRGINIA 1 ` " 1 LER�,, ENGINEERINGn 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540) 349-4500 Fax: (540) 349-0321 SHEET TITLE: FIIRELANE PLAN I SHEET NUMBER: C,302 i REVISIONS f r` ✓ .—i—__��'"0�� k,' REV DATE COMMENT BY lata DDRESS COUNT 10/9/18 COMMENTS JQR ri r / / �4r� ti j` ;o \ •F. `= fin r r NI / � r,a { t G'j • c�. `- ,, `�:.n...-.._-..--001, , , '� • -�'� � #-�� '� �' f,. 0 J r • " f / • :�� 01 , l / • i AV K VV '- HAT'S B , f ALWAYS CALL 811 BEFORE YOU DIG � It's fast. It's free. It's the law. /ref ';,' '' . t f O \ ` ♦ �' ... � .' a Q: l � , t '. FUEL DELIVERY MOVEMENT 40 20 10 0 40 Ill= 40' Ha16\V162083\DRAWINGS\PL4N SETS\SITE PLAN D0CUMENTS\V162083SS1.DWG PRINTED BY: LOSBORNE 10.10.18 @ 12:06 AM LAST SAVED BY: LOSBORNE 7.50 42.50 NOT APPROVED FOR CONSTRUCTION PROJECT No.: V162083 DRAWN BY: DSH CHECKED BY: JQR DATE: 6/22/2018 SCALE: 1" = 40' CAD I.D.: SS1 PROJECT: PROP. SITE PLAN DOCUMENTS FOR V_ wa LOCATION OF SITE SEMINOLE TRAIL AND PROFFIT ROAD ALBEMARLE COUNTY, VIRGINIA !% 0 Lr 5.1 ENGINEERING—;� TRUCK MOVEMENT PLAN SHEET NUMBER: C-303 ' Lj 28 BLACKWELL PARK LANE, SUITE 201 o O O (D O o Q Q (� WARRENTON, VIRGINIA 20188 Phone: (540) 349-4500 3.00 12.50 4.00 19.50 Fax: (540) 349-0321 VA@B©hlerEng.cdm WB -50 WB -62 feetfeet 0 • Tractor Width 8.00 Lock to Lock Time 6.0 Tractor Width 8.00 Lock to Lock Time 6.0 Trailer Width 8.50 Steering Angle 17.7 Trailer Width : 8.50 Steering Angle 28.4 Tractor Track 8.00 Articulating Angle 70.0 Tractor Track 8.00 Articulating Angle 70.0 010 E)P" Trailer Track 8.50 Trailer Track 8.50 TRUCK MOVEMENT PLAN SHEET NUMBER: C-303 Zo x MATCH EX TC 539.00 .00 V Oe"i'0,9T �6Y? jyT4k 510/91F o "g N J06,050 A % , N 1A 7 TC 539.90 4) PROP OFF-SITE ��a� / / LANDSCAPE EASEMENT tiv i q 1 / /�? TC 539.80 LL, C11 7 z TC Tii�,A?lf ' 2 < F- "k" 2; v 0.6 661 R61, 4 Z =) / , &TC 539 4 O'D 5) v TC 539.2 �Ilj J TC 539.33 R, V b rj<)% I MATCH EX i X, RIM 536.35 j G 533.33 00 v A, '5 STMAP X 0c.IV0/NT E-5 0 32" � Ay/ �'2/ z�`5 APPROX.LOC. �Vf 9A EASEMENT D.B. 297 PG. 514 PROP. PRIVATE TEMP. OFFSIT AS SHOWN ON PLAT RECORDED CONSTRUCTION J RIM 533.25 'T ON 09, 661 PC, 744 x P-11� 124 hpt0 \ \, .. . :° / T C 533.60 `. . r �' -SITE "'PROP OFF LANDSCAPE ESMT 1415 R2 057 LOR � 'A ilv!1016 u/ -ROR-SAWCUT 10 I ( _5 �P nit rCAPE LIMITS OF DISTURBANCE/' & / / EMENT TC 533.3 LIMITS OF DISTURBANCE A PROP SAWCUT /`, p TC 534.67 Z cv MATCH EX ti TC KIM b3z.bi 534.94 TC 528.11 PRIOR TO EARTHWORK /OPERATIONS AROUND EXISTIN UTILITY POLE CONTRACTORPROP. SAWCUT TC 528.33 7 v CON77A �T UTILITY COMPA 53 .00 6L-111=526�56 I UM' 00 TC 527.98 d 2.40G 533.13 G 533.76 7IILn a Ulu, FTC 526.731 4, -fP 1 J_j UO EL3185 j �IIRIM �533.40 'ROP. LANDSCAPE WALL.— ? BW 530.69 4 4 J534 1 -:-- 2 TW 530.63 0 % EX IV1111 C/o G 533.57 G 527.0 N, U 534.18 `ij G 533.80 G 534.56 G 533.70 TW 532.10 MAX HT.=3.28, -J rI N TW 530.63 535.50 X, -2 E I ,. � / � � 11 53.5.nn FG 533.64 BW 527.35 C:\USERS\LOSBORNE\APPDATA\LOCAL\TEMPIACPLIBLISH-1,928\VI62083831.DWGPRINTEE)BY:LOSBORNE 10.10.16g?8:47AM LAST SAVED BY: LOSBORNE LIMITS OF DISTURBANCE I TbRBANCE IMATCH E PR7 1 5302 "f, 0 00 0) CIO RMATCH EX 4 1?x- TC 529.73 9 'Z CONTRACTOR TO INSTALL...,, RIGHT -IN / RIGHT -OUT ONLY MATCH EX 12 AFTER PROPOSED ENTRANCE TC 529.50 ON ROUTE 29 IS OPERATIONAL,, PROP. SAWC JOINT; ". CE35,MS UENT 661 (,PG. 797 Y MATCH EX TC 528.70 1. PRIOR YO EA HWdRK OPERATIONS AROUND EXISTING UTILITY POLE CONTRACTOR TO CONTACT UTILITY COMPANY PROP, PRIVATE%. TEMP. OFFSITE CON. ESMT, - �-_WC`HE�'�, ITC 529.15 vi 20 10 5 0 20 1 20' GRADING LEGEND EXISTING NOTE TYPICAL NOTE TEXT PROPOSED NOTE CONTOUR LINE SPOT Cg16 0rC 5-1-6-.0 ,v ELEVATIONS JBC 515.5j Ali 7 i�; APP �?Oy LOC_ LABEL VIRGiAIIA POWER E45EMEVT ST LABEL Pt76 P0. 375 SEWER 'a t MANHOLE TYPICAL END SECTION HEADWALL OR OR ENDWALL YARD INLET o CURB LJ ZO(all"15' APPROXVIROINIA- INLET MONITORING POWER EASEMENT WELL BORING 11111A D.B. 1176 PG. 367 FAU TEST PIT N J,9J5,700 P_Vv, J 111Y611111 PA"Off-fi-T I � I'll 0 WAL 6RL, A,1 C0 1p 01t ESTUE TV 192p Df -Z J790 Al2. 692 U_"T: /?/Iff' 5,70REl- 2 C:\USERS\LOSBORNE\APPDATA\LOCAL\TEMPIACPLIBLISH-1,928\VI62083831.DWGPRINTEE)BY:LOSBORNE 10.10.16g?8:47AM LAST SAVED BY: LOSBORNE LIMITS OF DISTURBANCE I TbRBANCE IMATCH E PR7 1 5302 "f, 0 00 0) CIO RMATCH EX 4 1?x- TC 529.73 9 'Z CONTRACTOR TO INSTALL...,, RIGHT -IN / RIGHT -OUT ONLY MATCH EX 12 AFTER PROPOSED ENTRANCE TC 529.50 ON ROUTE 29 IS OPERATIONAL,, PROP. SAWC JOINT; ". CE35,MS UENT 661 (,PG. 797 Y MATCH EX TC 528.70 1. PRIOR YO EA HWdRK OPERATIONS AROUND EXISTING UTILITY POLE CONTRACTOR TO CONTACT UTILITY COMPANY PROP, PRIVATE%. TEMP. OFFSITE CON. ESMT, - �-_WC`HE�'�, ITC 529.15 vi 20 10 5 0 20 1 20' GRADING LEGEND EXISTING NOTE TYPICAL NOTE TEXT PROPOSED NOTE CONTOUR LINE SPOT Cg16 0rC 5-1-6-.0 ,v ELEVATIONS JBC 515.5j SANITARY LABEL STORM ST LABEL STORM SEWER STORM t MANHOLE TYPICAL END SECTION HEADWALL OR OR ENDWALL YARD INLET CURB LJ INLET MONITORING WELL BORING 11111A BENCHMARK FAU TEST PIT LEGEND ACCESSIBLE PATH ACCESSIBLE AREA REVISIONS REV DATE COMMENT BY 1 ADDRESS COUNTY JQR COMMENTS 00 KNOW WHAT'S BELOW ALWAYS CALL 811 BEFORE YOU DIG It's fast. It's free. It's the law. NOT APPROVED FOR CONSTRUCTION PROJECT No.: V162783 DRAWN BY: DSH CHECKED BY: JQR DATE: 6/22/2018 SCALE: ill = 20' ,,.CAD 1. D.: SS1 j PROJECT: PROP. SITE PLAN DOCUMENTS FOR 'wa LOCATION OF SITE SEMINOLE TRAIL AND PROFFIT ROAD ALBEMARLE COUNTY, VIRGINIA 7, " w 0, 1101 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540) 349-4500 Fax: (540) 349-0321 ISHEET TITLE: SHEET NUMBER: C-401 PIN - 32-38 AIRPORT PLAZA LLC & D.S. 4622 PG. 319 USE RETAIL STORE RELOCATEDPCWERPOL i�5 0 < F - Z :D U cn < 31 > p - Ni CY ? APPROX. ZOC.,,! SRCO EASEMENT D 297 PG. 514 AS SHOWN ON PLAT B. ON D.B. 661 PO. 744—`��� PROP OFF-SITE EASEMENT HX16\V162083\DRAW1NGSkPLAN SETS\SITE PLAN D0CUMENTS\V162083S81.DVVG PRINTED BY: LOSBORNE 10.10.18 @ 12:06 AM LAST SAVED BY: LOSBORNE 0 PROP. 1RCP INV IN = 528.95 PROP OFF-SITE LANDSCAPE ESM 0 PROP. SAWCUT Lor; Ate' PROP. SAWCUT CONTRACTOR TO REPALCE BENCHMARK EX MANHOLE TOP WITH A DI -1 X -CUT rnvr. ur-lu - CONNECTIONPROP. 1511, CP7 INV = 527.00 SA PROP. INV 529.25 15 RD -1 C/O PROP. INV 529.00K ­ SAN C/Oi RD -2 C/o SL 3 L C1 PROP -F-� hqrC/o -2 4" PVC .0% SL CO PROP. PLANTERPROP UNDERDRAIN 4 8%3mvp (TYP.) SEE DETAIL PROP.1500"GALLO IGREASRI TERCEPTR .0/O TWO. . . . . . . . . PROP. 6" PVC @4.9%C/o INV = 530.00 PROP INV = 528.40 PROP. 11.8 LF PROP. DROP, 2.0% 9CONNECTION/ PVcp� NV OUT 533.90 INV M5 2 8.. INV - 527.60'' PRO. INV I =528.25 PROP. INV OUT=528.00 RD -15 L;/ u )-241 PROP. I RD -14 -J, STM 0 D-1 J A RD -13 D-19 RETAIL SPACE FFE = 534.00' .1 Z 4 17 BUILDING HEIGHT= +28' 6,049 SF -2 47 SPACES RD18 RD -17 RD -11 PROP UND u SWM 0 0 V C/o RD -3 RD -16 PROP 3/4" IPVC SERVICE' C/0 STM Ar TO YARD HYDRANT, 4. C-1 A 4 ELEC BTM = 529.40 WTR TOP = 531.80 4 CLEAR = 24- /4. 0 ELEC BTM = 529.40 TM WTR TOP = 531.80 F-1 ('.I PAP = 9 A' �EE—E—E—E E E t \ PROP 2" 0 P R P, W/L G -G G 530.68 WTR TOP 528.35 • CLEAR 2.42' PROP. SAWCUT c707, i STIM -2 F (707 PROP FROST FREE YARD HYDRANT 7'�'� 1 PROP. 15" RCP 7 (707 a u, LIMITS S OF DISTURBANCE y P GO7- P05, An ell .649 73d A mo SAY UTILITY LEGEND EXISTING NOTE TYPICAL NOTE TEXT PROPOSED NOTE SANITARY - X. LOC. (D ACCEMAPR 5 SEUftOINT -1-IL" N D.B. 661 PG." 79917\ m d7 t L PROP. PRIVATE TEMP. C CONSTRUCTION ESMT. 0 PROP. 1RCP INV IN = 528.95 PROP OFF-SITE LANDSCAPE ESM 0 PROP. SAWCUT Lor; Ate' PROP. SAWCUT CONTRACTOR TO REPALCE BENCHMARK EX MANHOLE TOP WITH A DI -1 X -CUT rnvr. ur-lu - CONNECTIONPROP. 1511, CP7 INV = 527.00 SA PROP. INV 529.25 15 RD -1 C/O PROP. INV 529.00K ­ SAN C/Oi RD -2 C/o SL 3 L C1 PROP -F-� hqrC/o -2 4" PVC .0% SL CO PROP. PLANTERPROP UNDERDRAIN 4 8%3mvp (TYP.) SEE DETAIL PROP.1500"GALLO IGREASRI TERCEPTR .0/O TWO. . . . . . . . . PROP. 6" PVC @4.9%C/o INV = 530.00 PROP INV = 528.40 PROP. 11.8 LF PROP. DROP, 2.0% 9CONNECTION/ PVcp� NV OUT 533.90 INV M5 2 8.. INV - 527.60'' PRO. INV I =528.25 PROP. INV OUT=528.00 RD -15 L;/ u )-241 PROP. I RD -14 -J, STM 0 D-1 J A RD -13 D-19 RETAIL SPACE FFE = 534.00' .1 Z 4 17 BUILDING HEIGHT= +28' 6,049 SF -2 47 SPACES RD18 RD -17 RD -11 PROP UND u SWM 0 0 V C/o RD -3 RD -16 PROP 3/4" IPVC SERVICE' C/0 STM Ar TO YARD HYDRANT, 4. C-1 A 4 ELEC BTM = 529.40 WTR TOP = 531.80 4 CLEAR = 24- /4. 0 ELEC BTM = 529.40 TM WTR TOP = 531.80 F-1 ('.I PAP = 9 A' �EE—E—E—E E E t \ PROP 2" 0 P R P, W/L G -G G 530.68 WTR TOP 528.35 • CLEAR 2.42' PROP. SAWCUT c707, i STIM -2 F (707 PROP FROST FREE YARD HYDRANT 7'�'� 1 PROP. 15" RCP 7 (707 a u, LIMITS S OF DISTURBANCE y P GO7- P05, An ell .649 73d A mo SAY UTILITY LEGEND EXISTING NOTE TYPICAL NOTE TEXT PROPOSED NOTE SANITARY SAN LABEL STORM ST LABEL SANITARY SEWER SL— LATERAL UNDERGROUND w WATER LINE UNDERGROUND ELECTRIC LINE —E UNDERGROUND GAS LINE G— OVERHEAD OH WIRE UNDERGROUND T TELEPHONE LINE UNDERGROUND CABLE LINE c STORM SEWER El SANITARY S SEWER MAIN HYDRANT �cr SANITARY MANHOLE STORM MANHOLE WATER METER WATER • VALVE J GAS VALVE GAS METER TYPICAL END SECTION A` HEADWALL OR ENDWALL OR YARD # INLET CURB El INLET CLEAN 0 OUT ELECTRIC MANHOLE TELEPHONE MANHOLE ELECTRIC E F BOX ELECTRIC F PEDESTAL EPI Q MONITORING WELL TEST PIT Wmw hmm.J (31 R S PrP. SAVVCUT T LIMr OF DISTURBANCE) ERGROUND J­� PRO .15' CP I b STM b B-1 PROP 15" RCP fir, ST IA 11./-i/ B-3 `� / / t PROP. TRENCH DRAIN� PROP. SAWC u 661P6. 797 NOTE:� CONTRACTbkT0 T PROVIDE MIN 1.5 CLEARANCE -0- C) TP NOTE: CONTRACTOR TO LOCATE EXISTING TRACT 2 WATERLINE PRIOR TO STARTING D 8. 661 PG. 'WATERLINE INSTALLATION 3 CONTRACTOR T COORDINATE ET' LOCATION WITH UTILITY COMPANY T11 STM NOTE: CONTRACTOR A-3 TO PROVIDE MIN 13 CIEAPA _7E TYPICAL 1-1/2" METER ANDVAUL (SEE ACSA DETAILS W -7A AND W-713) 4" DIP WIL PROP. PRIVATE (1) 4" GV TEMP. OFF SITE CON. ESMT. (707 4" THREADED PLUG W1 2" 0 COMPREION FITTING DIP L' NOTE: CONTRACTOR f 0) LOCATE EXI�'i *G P DOMESTIC WATERLINE CONNECTION AND INSTALL TAP PER ACSA IDETAIL W -6C ;j 5- 20 10 5 0 20 1 1 I,= 20' 1. AN INTERNAL BACKFLOW PREVENTER WILL BE REQUIRED FOR THE 2" DOMESTIC WATER LINE SERVING THE PROPOSED BUILDING. REVISIONS REV DATE COMMENT BY 1 110/9/18 ADDRESS COUNTY COMMENTS JQR KNOW WHAT'S BELOW ALWAYS CALL 811 BEFORE YOU DIG It's fast. It's free. It's the law. NOT APPROVED FOR Ilk. CONSTRUCTION PROJECT No.: V162083" DRAWN BY: bSH CHECKED BY: JQR DATE: 6/22/2018 SCALE: ill = 20' \.CAD I.D.: SS1 PROJECT: PROP. SITE PLAN DOCUMENTS FOR waKA LOCATION OF SITE SEMINOLE TRAIL AND PROFFIT ROAD ALBEMARLE COUNTY, VIRGINIA '7 T1b T L E E N G I N E E R I N G 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540) 349-4500 Fax (540) 349-0321 SHEET TITLE: SHEET NUMBER: C-501 L ROOF DRAIN SCHEDULE Pipe Invert Elev. Length Slope Dia. Material Upper Lower 4.74 (ft) (ft) (ft) (%) (m) 87 RD -1 529,70 528.95 49.86 1,50% -- 6 PVC RD -2 530.90 529.70 89.38 --- ------------- - - -- .1,34°10 -- ---- - -- - _ _ 6 ---- ---- PVC RD -3 531.00 528.50 - -- - 34.23 ----- -_____________________ 7.30% -. .__ _--- ------ ________ 6 -___ _.---...-___ PVC RD -10 528.50 528:00 - --- ----- 10.50 _____ __ - 4.76% ----- __ ------ ------- _____ 6 - ---- ---- - - PVC RD-11 529.40 528.50 - 24.35 - -- - - --- - - 3.70% ----- -. ----------- -------- 6 -- -- -------------- PVC RD -12 529.90 529,40 13.88 -- - -------,----,- 160% ---,-------- 6 ---------- -- PVC RD -13 530.32 529.90 10.78 --- - ----------------- - 3.90% - - - - - --------- 6 -- ___ - - - __ PVC RD-14 531.00 530.32 18.00 --.-_- --------- _ - __ 3.78% _ - -- --- _ _ -- 6 _ .. -- -- PVC RD -15 531.50 - 531.00 -- -- -- 13.46 3.71 % 6 PVC RD -16 531.50 528.50 --- - 13.72 - -- ----- --- ------ _____ --- 21.87% _ ------ 6 - PVC RD -17 531.50 529.40 - _. ---_ 13.46 _ - -- - - _ - -__ ------ -- 15.60% ------------ --------- _--_ ---- 6 --------- -- ___ PVC RD -18 531,50 529.90 -- -- -- 12.60 - '-- 12.70% _ - ---- 6 ------ 1_._________..__1_ - PVC. RD -19 531.50 530.32 - - --- __ _ _ -------------------- -- - 12.60 _ ,--,-------------- I ------ ------------- - - - -- 9.37% ----------- __ _ -- 6 --- - ----- _ __ - - PVC RD -20 531.33 528.50 30.83 -- __ _ - _- _ 9,18%° -- - --- ----- 6 - --- - PVC RD -21 532.00 531.33 -,---------------------- 14.49 ------------ - 4,62% -- -- - ---- -- --- 6 __-- - PVC RD -22 532,08 531.33 ---- 22.51 ----- ---- ---- - - __.. ---___ 3.33% - 6 - --- - -- ------ PVC RD-23 532.24 532.08 - 15.91 --- _ __ -....___ - ----- ----- -------- 1.01% ------ ------ _ - 6 - ------------- PVC RD -24 532.34 532.08 -- ---- 26,00 ---,------------ ---- --- 1.00% --- ________________,_ 6 -- ---_- __- PVC RD -25 532.50 _ 532.34 . _. - --- . 15.94 -- --- _.-------------------- 1.00% -------------- 6 ---------------- - PVC RD 26 532.15 53133 - __- 8141 - -- - - 1.01% ._--------- ------ 6 - ----. --- , ---- _ PVC RD -27 532.37 -: --- 532.15 ---- _---.----- ---- 21.75 -----,,------ --- --- -- 1.01 % --- --------------- 6 - ----- PVC RD -28 532,50 532.37 ----- ------ 11,20 -------- ---------- ---- ------------- 1.16% ,----- 6 ---._------.- PVC RD-29 532.63 532.37 -,-.------ -- - - -------,- 26.00 - - ___ ---- --------- 1.00% ----------- ---- 6 - -- PVC RD -30 532.75 532.63 ----- -------,-.--,----------- 1120 ----- --- - - 1.07% -- --- - ----- -- 6 - --- __ - - -_ PVC RD-31 532.89 _ 532.63 -._-- - 26.00 - _-- - -- _ - ---- 1.00% --- 6 PVC RD -32 533,00 532.39 11.20 -- -- 0.98% _ ._- _ - -. 6 _ . -- --- , - --. _- PVC Site: County: Storm Event: 24 -Hour Rainfall Depth: ENERGY BALANCE Wawa Proffit Albemarle 1 Year 3.0" (See note 4) Point of Interest ID Uit 1 Ult 2 SCHEDULE Comments Pre -Development Rim / Invert Elevation Q, Flow (cfs) 4.74 0.58 _---- -- TOP OF --- ----- ------ ---- UPPER ------------------ CN, Curve Number 87 87 _ PERCENT NUMBER _ -___ __ RV, Runoff Depth (in) 1.73 1.73 INVERT LENGTH Drainage Area (ac) 1,90 0.20 (ft) ELEV .. ------- RV, Runoff Volume (ac -in) 3.29 0.35 TYPE 0.71 -------- - -- Post -Development _ __ MH Q, Flow (cfs) 6.14 0.06 _.__ _ Grat e DI -1 I.F. 0.80 0.90 -- - --- ---- - _.-.__. _-__.-_._.._ Improvement Factor CN, Curve Number 94 94 1.90°/ - - RV, Runoff Depth (in) 2.34 2.34 ___-_ _ _ Drainage Area (ac) 1.90 0.02 - ------ - ------ -- - -- --- --- - -- - - -- ----------- RV, Runoff Volume (ac -in) 4.45 0,05 8" /PVC 1. 3° 1 /° Energy Balance (EB) MANHOLE -- Q, Post-Dev (cfs) 2.52 0.06 _-.__--------------- - ---- - --- - - -- - ---------------- _ SAN 2 > SAN -1 ----- ----- -- _ -. ------ -- - - - - - ---------- ---- ------ 520.75 ---------- I.F. * Q pre * RV pre RV post 2.80 0.58 - Q, Post-Dev Allowable (cfs) MANHOLE - -- 532.85 - - - EB Achieved Yes Yes - t���� � Notes: 1, Q Post-Dev must always be less than or equal to Q Pre-Dev 2, Q Post-Dev is not required to be less than that calculated in the forest forest x RV Q equation / RV q ( ) Post-Dev 3. I.F. = 0.8 for POIs > 1.0 acre, 0.9 for POls s 1.0 acre 4. 24 -Hour Rainfall Depth per VA SWM Handbook, Ch. 11, App. 11-B 5. RV, Runoff Volumes per VA SWM Handbook, Ch. 11, App. I IC HA16\V1620831DRAWINGS\FLAN SETSSSITE PLAN D0CUMENTS\V162083DL1.DWG PRINTED BY: LOSBORNE 10.10.18 @ 12:06 AM LAST SAVED BY: LOSBORNE -- ---- SANITARY --- C Runoff SCHEDULE Q 10 Yr Flow Head Water Rim / Invert Elevation 10 Yr WSE STRUCTURE - -- - STRUCTURE --------- ---- _---- -- TOP OF --- ----- ------ ---- UPPER ------------------ LOWER PIPE PIPE _ PERCENT NUMBER _ -___ __ TYPE _ - --_-_ CASTING INVERT INVERT LENGTH SIZE/ SLOPE (SAN) (ft) ELEV .. ------- __.._ ______ _..-__ (FEET) TYPE 0.71 -------- - -- -,-,----------- _ __ MH 537.48 - ._ _ _.__ _ Grat e DI -1 02 - 8 EX -2 --> SAN -3 ------ ----- -- - _ -- - --- ---- - _.-.__. _-__.-_._.._ 524.18 ____._ ___-__-__- 521.28 -.__ _-_ ___ 152.51 - 8" / PVC 1.90°/ - - MANHOLE 533.40 - ___-_ _ _ - - - SAN -3 --> SRN -2 ----- -- -- ---- _I----.-------------- - ------ - ------ -- - -- --- --- - -- - - -- ----------- 521.18 -------- 520.85 ----- 29,09 8" /PVC 1. 3° 1 /° _ -_ MANHOLE -- 532.95 - - _-.__--------------- - ---- - --- - - -- - ---------------- _ SAN 2 > SAN -1 ----- ----- -- _ -. ------ -- - - - - - ---------- ---- ------ 520.75 ---------- 520.50 ------- - - _--- 21.52 8" / PVG 1.16% - - -- --- MANHOLE - -- 532.85 - - - _ _ -- SAN -1 � EX -1- -------- -- ---- 0.10 1.50 ----- ---- 2.00 520.40 519;31 57.27 t____81_1_/ PVC ------ -- 1 90° to 10 YEAR HEADWATER A TER COMPI TT ATlic .1; Structure DA Drainage C Runoff I intensity Q 10 Yr Flow Head Water Rim / Invert Elevation 10 Yr WSE No. Type Qb Down Area Coefficient JLw JL JLdd .ILJLO JUL \1 JLdJLe JL %_�X_V.11,1 L lu I fl I 11-jil 0 (ac) Depth (in/hr) (cfs) (ft) (ft) (ft) EX.A1 Ex Grate DI -1 -__1_1__-_ - -- - -- 0.73 --------------- 0.71 -------- - -- 7.20 3.73 0.35 Rim 526.06 526.41 E4 Grat e DI -1 02 - 8 0,73 T2-0 1.47 0,35 Rim 532.63 532,98 Remarks REVISIONS DATE COMM7- REVBY 1 10/9/18 ADDRESS JQR COMME KNOW WHAT'S BELOW ALWAYS CALL 811 BEFORE YOU DIG It's fast. It's free, It's the law. NOT APPROVED FOR CONSTRUCTION PROJECT No,: V162083 DRAWN BY: DSH CHECKED BY: JQR DATE: 6/22/2018 SCALE: AS NOTED CAD I. D.: DLI PROJECT: PRUC)A o SITE PLAN DOCUMENTS FOR V_ Wd-' wa 0 LOCATION OF SITE SEMINOLE TRAIL AND PROFFIT ROAD ALBEMARLE COUNTY, VIRGINIA 171- -n M _ H L °ti - a 28 BLACKWELL PARK LANE, SUITE WARRENTON, VIRGINIA 20186 Phone: (540) 349-4500 Fax: (540) 349-0321 UA (nl Rnh 1nr=nrr STORM COMPU']CA7I`dONS SHEET NUMBER: C-503 Sag Inlets Only 0 Remarks Qi Qb Down Qi d JLw JL JLdd .ILJLO JUL \1 JLdJLe JL %_�X_V.11,1 L lu I fl I 11-jil 0 Int'x Depth From Str. To Drain. Runoff Length (ft) CA Inlet Rainfall I Inten -sity (inlhr) Q Invert Elev. Length Slope Dia. n Capacity Velocity Flow Time Q / V / Vfull Remarks a (in) Point Se=Sx + Sew (Eo) (%) Point Area Coeff. Incr. I Time Intensity Incr. Known I Upper Lower 6. -' 6.64 1.67 0.18 0.51 - 1.67 0:69 8.33 1.00 1,00 3.80 8.00 0.015 0.015 2.77 _____1_._5_2___ - 1.52- _ ___________2_._0__0_ -- ---- 2.25 2.00 ----- 2.0--0 0,72 - ---- -__. _ 1.32 0.89 8.33 ._.._ . - 8,. 33_ -- 2.19 ------------ 0.99 3.09 2.08 12.86 16.49 12.9 10 0.77 0.93 5 E3 - - --- Curb DI -3B curb DI -313 Curb -- ---- -- --- 6 6 6 _ ____--- - LT RT - _ _ 0.06 0,08 0.01 0.04 ._ -- - - - 0.90 Oo90 0,90 0.90 - --- _ _ _ 6.64 6:64, 6.64 -- -,- - 0.36 0.48 0.06 0.24 ----- -- - - - ------- -- -- 0.36 0.48 ___ 0.30 - 8.00 3.00 --- ------ 2.10 100 0.10 1.50 ----- ---- 2.00 0.015 0,015 --- ---- -- 0.015 1.33 1.78 -- - --------- 0.88 1.69 Incr. F Qfull Vfull -- --- -- 1.00 1.00 ---- - 3.98 3,64 3.52 - - -- 16.56 15:16 ------- - 16.66 16.66 6.7 5.6 6 6 (acres) C F2 _ __ - Curb Dl -3B ----- - --------- - - (min) (in/hr) (cfs) (cfs) (cfs) (ft) (ft) (ft) ( % ) (in) _ ----- ---- 2.00 (cfs) , 2,74 1.16 (fps) (min) (min) 3.52 rrv1Q/09 EX.A4 A3 0.28 0.90 0.25 0.25 5.00 6.64 1.66 - 1.66 524.94 523.41 15.57 9.83% 15 0,013 20 3 0 2.00 9.55 0.03 5.03 0.08 0,58 -- _-- - - o V X.A2 - - - 0.25 3 6.63 - ----- . - --- 1,66 ------.- 523.31 ---------._---------- 522.59 143.5a3 0.50% 0 15 0.013 4,59 3.37 0.71 5.74 Q 36 0,90 16.55 3.74 ad X.A1 - - - 2 5 74 6.44 - - 9,92 522.49 -_..__ 521.66 ------______. 71,88 - 1.15% 18 0.013 11.32 7.21 0.17 5.91 0.88 1.13 6.40 ow m 0.73 0.71 0.52 0.77 5,91 6.40 3.33 - 13.24 521.46 ____..__ 521.21 ______ 34,24 ______--- __._-.__._ 0.73% .7 l __-__----_-__-_ 18 0.013 __._. __ 9.00 5:09 0:11 6.02 1.47 ` 1 0 0 5.09 A2 Al - - 5-2-4-.6-0- - . - - - - -- ---------- - -------, 8.31 8.31 ------- - -- - --- ,---- - ---- ----- 523.60 -- 9.13 4.38°/° 18 0.013 22,05 11.53 0.01 5.01--- 0.38 0,92 12.48- --- ---- Al - ___- __- __ - --- X.A2 - ------ - ---- --- ---- - ----- - -- - --- - ---- - ---- - --- -- - --- -- - ------------- -- ------ - 8,31 -- --, --- - --- --.-- 523 50 ------ .- 522.59 - - -- 20.08 4.53% - 18 0.013 22.42 11.72 0,03 5.04 0.37 0.92 12 6 9 B3 B2 ----_- 0.19 --,---- 0.82 - ---- - 0.16 ----,-- DAIS - - -------- 5.00 ----------- 6.64 --- ----- 1.06 --- - -- - 1,06525 58 ------ ---- 525.42 -- -- ___ 32,00 ------ --- 0,50% -------_---.._ 15 -.-------- 0.013 -----_-.__-- 4,58 -- - ------- ---- - 3,00 ------ 0.18 - --- -- ---- 5.18 --- -- ---.--- 0,23 0,80 3.73 1 0.12 0.90 - 0,11 - :- 0.27 - - 5.18 -- -5.00- - ,59 -- 0.73 - -- _ - -1.78 - 525, 32 -- 525,21 ___ 21.70 0.5'1 % 15 0.013 4.61 3.47 0,10 5.28 0, 39 0 92 , 3 5 0.06 0,90 0,05 0 05 00 --------- 6.6-- -- -- 0.33 __--_-_1_-_.1_ - 0.33 ---____- --_-___ 531 00 __ _---_-_.- . ---- - ---- 529.32 _ --- _____2.45%_____ - 68 61 - . - 2.45m10 -- - - _---- 15 - - ---- 0,013 --___10.14_____ -- . -- 10.14 ---_______3.72___ --- _ --2_ -- - 3.72 -- - 0.31 ------ - - ----5.31 - 5.31 _- ____ - 0,03 - -- - - 0.45 .76 8.26 E4 0.08 0,90 0.07 0.12 5.31 6.56 0,46 - 0,79 ___ 529.22 ,- 528.95 27.20 0.99% 15 0,0.13 6.45 3,42 0:13 5.44 0.12 0 6 -- 5:26 4 E3 _. --- 0.28 0.73 0.20 0.61 5.44 6,52 1.30 0.20 4.17 528.85 527.78 10325 1.04% 15 0.013 6.59 5.62 0.31 5.75 0.63 1.05 3 E2 0.05 0.89 0.04 0.65 5.75 6.44 -------------------------,------------------------------- 0.26 - 4.39 - - - 527.68 527,29 -- 43.26 -- --. 0.90% ----. '15 _ _...._._ 0,013 6.15 5.43 4 0.13 ---,- - 0.71 1:08 5.37 1 - - - 0.65 5,88 6,40 - - 4.36 527.19 526.75 42.59 1.03% 15 0.013 6.58 5.69 0.12 6.00 0.66 1,06 5.01 5.36 F3F2----- 0,14 0.81 0.11 011 5.00 6.64 0.73 Q,49 '1.22 528.50 -- - 527.55 ---------._ 92.92 ____ - 1.02% _-- ----- 15 ---------- 0.013 -------------- 6.55 -.----- . 3.99 039 5.39 0.19 0,75 5,34 F2 F1 0.14 0.77 0,11 0 22 5.39 6.54 0,72 - 1.93 527.45 526.75 70.71 0.99%° 15 0,013 6.44 4.49 0.26 5.65 0.30 0.86 --------5.25 TRENCH ---- 0 W . ----- -- - --- 0.44 ------- - 0,67 ----. _. 0.29 0,29 5.00 --------- 6,64 1.93 - 1,93 532.90 531.50 7.25 19.3119/o 8 0.013 5.32 13,76 0.01 5.01 0,36 0.90 __ - E4 -- - - 0.29 5.01 ---- _-------- 6.64 _-------- - _ _ -- --- __ _ - ---- -- -- 1.92 - - - ---- 53130 528.95 48.68 4.830A 8 0.013 2,66 8.27 0.10 5.1.1 0.72 108 15.25 ___ - ---10 YEAR HGL COMPUTATIONS Structure Outlet Do Qo Lo Sfo Hf No. WSE JUNCTION LOSS Final Inlet Flow Inlet Pre -Cast Junction Remarks H WSE Line Shaping Structure Loss (in) (%) Vo Ho Qi Vi Qi - Vi Vi'2/2g Hi Angle K Hd Ht 1.3 Ht 0.5 Ht Elev. Reduction rPV10ie9 EX,A1 522.76 18 - --- 13.24 ---- ------- 34.24 _.___ 1.59% -- -,---,-,- 0.54 _ _ ___ _. _ 5.09 - ___ _____ 0.10 9.92 7.21 71.54 0,81 0.28 - -® 0,00 0.38 0.50 0.25 0,79 526.08 -- - -- 523.55 18 9.__9. 71,88 0.89% 0.64 0,20 8.31 11.72 97,43 2,14 0.75 8 0,05 0.11 1.06 - 0,53 1.17 ------ Yes _ Y - ---- , 524.73 531.60 Yes Yes A3 524�73 5 1,66 143.53 -- 0.07/0 ___ 0.09 -__ 3,37 0.04 1,66 955 15;85 1.42 0,50 72 0.62 0,88 1.42 - 0.71 0.80 525,53 529.80 - _ - -- ------ -- --- --- -- ---- --_ - .53 15 1.66 15.57 0 07% 0.01 9.55 0 35 Yes Yes Yes -- --------- 0.35 0.46 0.23 0.24 525.77 530.14 Yes - Yes --- Al ----- - -- --- - 524.73 ------ ____ ---- 18 -- 8.31 20.08 0.63% ----- ---- 0.13 - ----- ------._ _ 11,72 0.53 8,31 11 53 95.79 2 07 0.72 90 0,70 1.45 2,70 - 1.35 1.48 526.20 532.90 A2 528.20 18 8.31 9,13 0.63% 0,06 -- - -- --- --- 11.53 -- - 0.52 Yes Yes - - ----_. Yes ----------- -- ------- 0.52 - 0.26 0,32 526.52 532.90 Yes Yes Yes B2 528.09----- 15 21,70 1,78 0,08% 0,02 347 0.05 1.06 - --- -- 3,00 ------- _ - ---- --- - 3.18 0,14 0.05 76 0.64 0.09 0.19 0.24 0.12 0.14 52823 8 3 530.58 Yes __._-- ---_-_-_- __--_-- ---_- -- B3 528.23 15 1.06 32.00 0.03% 0,01 3.00 0.03 -------- ------- -_--- -------- ------- - ------ -- -- -- -- ----- --- --- ------- Yes -- ----- ------------ Yes --- ---- --- -- - -------_-_.---- 0,03 0.05 0.02 0.03 528.26 528.45 Yes Yes Yes E2 528.09 15 4.36 -------- 42.59 -- -- ------- 0.46% ------- 0.19 ---. ----- ------ 5.69 ------- 013 ----------- ----- 4.39 5.43 23,85 0.46 0.16 50 0.47 0.22 0.50 - 0.25 0.44 528.53 532.10 Yes E3 - - ___ - 528.53 -------- --- ----- 15 4.39 ------- -- 43.26 --- - ------ 0.46% 0,20 - _ __- 5.43 _ . 0.11 4.17 5.62 23.44 0.49 0.17 40. 0.38 0,19 0.47 - 0,24 0 528.97 532,00 Yes Yes _--__--_.- - ---- -- - - .44 - Yes - Yes Yes 528.97 15 4.17 103.25 0.42% - -__ _-- 0.43 - - _ _. _ 5.62 0.12 1.92 8.27 15.87 1.06 0.37 83 0.67 0.71 1.21 1.57 0.79 1.22 530.19 532.63 Yes 530.19 15 0.79 27.20 0,01% 0.00 3.42 0.05 0.33 3,72 1,23 0.21 0.08 90 0.70 0.15 0.27 0.35 0.18 0,18 530.37 30 37 532<75 Yes Yes -} - -- - - -- - - - -- --- - - - -------- - . Yes Yes Yes E6- 530.37 15 0.33 68.61 0.00% 0.63 3.72 0.05---- -- -- -- - -- -- -- --- -- - --- - --- - ----- ------ ----------------- - -- ----- -- -- ----- ._-----------_ ------ 0.05 0.07 0.03 0.67 531.03 536.83 Yes Yes Y es F2 528.09 --- 15 - ----------- --- - 1.93 - ---- --- --- 70.71 - ------ 0.09% - ------ 0.06 -- ---- .------ 4.49 0.08 1.22 3.99 4.86 0.25 0.09 - - 0.00 0.16 0.21 0,11 0.17 528.26 531.68 Yes F3 528.55 15 1.22 92.92 0.04% 0,03 3,99 0.06 Yes Yes - _-__-- -- .------ __..---._ --, ------------------ --. _.:. ------- 0 06 0 08 0,04, 0:07: 528.62 532.33 Yes _ Yes Yes I fi VIP A 1R 1fT\\TT V"Ir (n, A /f IDT TIP A IPTIS NXTLI REVISIONS DATE COMM7- REVBY 1 10/9/18 ADDRESS JQR COMME KNOW WHAT'S BELOW ALWAYS CALL 811 BEFORE YOU DIG It's fast. It's free, It's the law. NOT APPROVED FOR CONSTRUCTION PROJECT No,: V162083 DRAWN BY: DSH CHECKED BY: JQR DATE: 6/22/2018 SCALE: AS NOTED CAD I. D.: DLI PROJECT: PRUC)A o SITE PLAN DOCUMENTS FOR V_ Wd-' wa 0 LOCATION OF SITE SEMINOLE TRAIL AND PROFFIT ROAD ALBEMARLE COUNTY, VIRGINIA 171- -n M _ H L °ti - a 28 BLACKWELL PARK LANE, SUITE WARRENTON, VIRGINIA 20186 Phone: (540) 349-4500 Fax: (540) 349-0321 UA (nl Rnh 1nr=nrr STORM COMPU']CA7I`dONS SHEET NUMBER: C-503 Sag Inlets Only 0 Remarks Qi Qb Down Qi d JLw JL JLdd .ILJLO JUL \1 JLdJLe JL %_�X_V.11,1 L lu I fl I 11-jil 0 Int'x Depth Spread Str. Flow No. Inlet Type Length (ft) DA Drain Area (acres) C Runoff Coeff- icient I Inten -sity (inlhr) Q Incr. Flow (cfs) Qb Carry -over Flow (cfs) Qt Accum. Flow (cfs) S Gutter Slope (%) Sx Pvmt Cross Slope (%) n T Spread On Grade (ft) W Gutter Width (ft) W I T SW Gutter Cross Slope (%) SW 1 Sx Eo (App. 9C-8) a (in) S'w = a / (12W) (%) Se=Sx + Sew (Eo) (%) On Grade Inlets I Lt,Comp. Length (9C-17) (ft) Only L,Spec -ified Length (ft) L 1 Lt E Eff. (9C-18) EX.A4 2 Ex, Curb DI -3C Comb Dl -2A 10 6 LT RT 0.28 0,03 0;09 0,90 0.90 0.85 6. -' 6.64 1.67 0.18 0.51 - 1.67 0:69 8.33 1.00 1,00 3.80 8.00 0.015 0.015 2.77 _____1_._5_2___ - 1.52- _ ___________2_._0__0_ -- ---- 2.25 2.00 ----- 2.0--0 0,72 - ---- -__. _ 1.32 0.89 8.33 ._.._ . - 8,. 33_ -- 2.19 ------------ 0.99 3.09 2.08 12.86 16.49 12.9 10 0.77 0.93 5 E3 - - --- Curb DI -3B curb DI -313 Curb -- ---- -- --- 6 6 6 _ ____--- - LT RT - _ _ 0.06 0,08 0.01 0.04 ._ -- - - - 0.90 Oo90 0,90 0.90 - --- _ _ _ 6.64 6:64, 6.64 -- -,- - 0.36 0.48 0.06 0.24 ----- -- - - - ------- -- -- 0.36 0.48 ___ 0.30 - 8.00 3.00 --- ------ 2.10 100 0.10 1.50 ----- ---- 2.00 0.015 0,015 --- ---- -- 0.015 1.33 1.78 -- - --------- 0.88 1.69 2.00 2.00 --- ------ 2,00 1.50 1.12 --- - 2.29 1.18 - 8.33 8:33 8.33 --- ---- - 83.30 5__ -- --- -- 1.00 1.00 ---- - 3.98 3,64 3.52 - - -- 16.56 15:16 ------- - 16.66 16.66 6.7 5.6 6 6 --- 1.07 0.98 1:00 F2 _ __ - Curb Dl -3B ----- - --------- - - 6 - - - ------ LT RT --- 0.12 0.02 0.70 0.90 6.64 0.56 0.12 --O.68 - ---- -- - .-- -... 1,40 1,90 _ ----- ---- 2.00 ------------ 0,015 , 2,74 1.16 2.00 0.73 1,73 8.33 3.52 I- j - ----. - Curb__8. Mod. DI -13 -_-__ _-----._.^___._ 6 _ ______-_.__ LT RT ___---- 0.06 0 08 -,--- _-__ - - - 0.90 0.90 --- -- 6.64 -- -- 0.36 0.4$ --- - 0.84 3.00 2.00 2.00 0.015 1.60 1.93 2.00 1.25 1 04 8.33---------------------------------3.-52"---- ------- ----------3,52---- - -- _-- - - o V ----- REVISIONS DATE COMM7- REVBY 1 10/9/18 ADDRESS JQR COMME KNOW WHAT'S BELOW ALWAYS CALL 811 BEFORE YOU DIG It's fast. It's free, It's the law. NOT APPROVED FOR CONSTRUCTION PROJECT No,: V162083 DRAWN BY: DSH CHECKED BY: JQR DATE: 6/22/2018 SCALE: AS NOTED CAD I. D.: DLI PROJECT: PRUC)A o SITE PLAN DOCUMENTS FOR V_ Wd-' wa 0 LOCATION OF SITE SEMINOLE TRAIL AND PROFFIT ROAD ALBEMARLE COUNTY, VIRGINIA 171- -n M _ H L °ti - a 28 BLACKWELL PARK LANE, SUITE WARRENTON, VIRGINIA 20186 Phone: (540) 349-4500 Fax: (540) 349-0321 UA (nl Rnh 1nr=nrr STORM COMPU']CA7I`dONS SHEET NUMBER: C-503 Sag Inlets Only 0 Remarks Qi Qb Down Qi d h d / Ts Int'x Byp- Stream Int'x Depth Spread Str. Flow Flow Flow h In Sag (cfs) (cfs) (cfs) (ft) (ft) A IP00,091 1.56 0.11 - - _ _ _ - On Grade - 0,69 0.14 0.46 0.22 1.19 In Sag - ------ 0.35 ----- - --- - --- 0.01 ----- ----- --------- -- - -- - - _ - --- - ----- - -- - ---- --- On Grade 0,48 - - ----- - -- _ - Grade - - - 0.30 0.06 - 0.46 -- 0.12 -- - -- 0.68 -- --- -- In -- --- ---- 0,68' - - ----- 0,90 ------- ----- 0,46 0.21- - _ _ 1a18 --In Sag - -- - __ __- _ - -- - _-_ -- __ 0,84 -- ----- 0.11 ____,t,__ ------ -- 0.46 ---- - -- 0.25 --- 1.35 In Sag REVISIONS DATE COMM7- REVBY 1 10/9/18 ADDRESS JQR COMME KNOW WHAT'S BELOW ALWAYS CALL 811 BEFORE YOU DIG It's fast. It's free, It's the law. NOT APPROVED FOR CONSTRUCTION PROJECT No,: V162083 DRAWN BY: DSH CHECKED BY: JQR DATE: 6/22/2018 SCALE: AS NOTED CAD I. 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I \ - - 11 I �, � 11 _n, , \ - - - --- _ �,, I - � �i, , j. - � _,� ­_. , __, , - - , I - __ I , -- 2. ALL DISTURBED UNPAVED AREAS, EXCLUDING PLANTING BEDS, ARE TO BE INSTALLED AS SODDED LAWN IN ACCORDANCE WITH LANDSCAPE _� I - y . fll _ ,,, - � I -1 I - . - - 1, ­._ "I I- - - ': .i-, - �' --.� ­__ �- I � I ) - I - - ­- , I - , . I - SPECIFICATION #2.C., UNLESS OTHERWISE STATED ON THIS PLAN. , I I "I, -1 - . 11 I I I - 1�1 - - I -i ,-, ­` _�__ ___ . , ,- I �, V 1. _1 � -1 - ------ a - '111� " - , 11 - 11 3. CONTRACTOR TO PROVIDE AN IRRIGATION DESIGN FOR BOTH LAWN AND BED AREAS. DESIGN IS TO BE SUBMITTED TO THE PROJECT I ,_ ­­-� -, __'_ - 1; / . - - 1. - ,- - - � LANDSCAPE ARCHITECT FOR REVIEW AND APPROVAL. CONTRACTOR IS ALSO RESPONSIBLE FOR ANY PRESSURE REDUCING DEVICES REQUIRED � �- . - ;� _/ . - I � I I ,_ __ ';, , ­. _- __ - - , ,,, - TO MEET MAXIMUM PRESSURE REQUIREMENT. , � � - �� _::�.. , "11,; el` ­­ - i I . - " ,;, I I - I - I I : 11-11, __ - , , I - 11 1 4. ALL LANDSCAPE BEDS THAT ARE NOT ASSOCIATED WITH A STORMWATER FACILITY ARE TO BE INSTALLED WITH WEED BARRIER FABRIC (SEE - -, �' '__­_:�, 1, i -11 � I I , � I 11 I , � - . I _�,_ - 1-1 - � _,� � - - DETAIL). l�_; ) , , 1, , - � I ... � - '. I . I ,­ - - "� ,.�,__� �_ �1; -1, -1 , _1 1-1 1� I,- , . " - " 1 5. WITHOUT EXCEPTION, WEED BARRIER FABRIC SHALL NOT BE USED AT THE BOTTOM OR SIDE SLOPES OF STORMWATER BMP FACILITIES. PIN- 46,94-4 , ,IA-ZAN 1010 PARTNFFSHIP 6. SHRUBS PLANTED ALONG HEAD -IN PARKING STALLS SHALL BE INSTALLED TO ALLOW A CLEARANCE OF FIVE FEET FROM FACE OF CURB TO 0.8. 1144 PG, J82 20 10 5 0 20 ALLOW FOR BUMPER OVERHANG. USE- VACANT COUX-RCIAZ 7, WHEN APPLICABLE, CENTER OF PROPOSED ORNAMENTAL OR EVERGREEN TREE SHALL BE OFFSET 6, FROM THE BACK OF RETAINING WALLS V= 20' (1 I - FOR SHADE TREES) TO PREVENT WALL FAILURE. FINAL PLANTING LOCATIONS SHALL BE COORDINATED WITH THE WALL DESIGNER, H k16\V162083\DRAW1NGS\PLAN SETSkSITE PLAN D0CUMENTSW162Q83LP1.DVVG PRINTED BY: LOSBORNE 10.10.18 @ 12:07 AM LAST SAVED BY LOSBORNE LANDSCAPE COMPLIANCE CHART SECTION REQUIREMENTS CALCULATIONS COMMON NAME �, � CAL. ONE (1) LARGE STREET TREE SEMINOLE TRAIL U.S RTE 29 TREE CANOPY COVERAGE . SHADE TREES SHALL BE REQUIRED FOR - AR 5 EVERY FIFTY (50) FEET OF 230 LF STREET FRONTAGE BIB 397 STREET FRONTAGE, OR BNH 4 BETULA NIGRA'HERITAGE' PORTION THEREOF, IF 1/50 X 230 = 5 TREES REQUIRED 397 1588 TWENTY-FIVE (25) FEET OR 6 UNDERSTORY TREES PROVIDED DUE TO OVERHEAD CERCIDIPHYLLUM JAPONICUM JAPANESE KATSURA 3- 3 112w CAL. MORE. WHERE PERMITTED, UTILITY EASEMENT 666 CA ONE (1) MEDIUM SHADE TREE QUERCUS ALBA WHITE OAK - 3- 3112"CAL. BIB SHALL BE REQUIRED FOR 115 X 230 = 46 SHRUBS REQUIRED JAP 32.7.9.5 EVERY FORTY (40) FEET OF 46 SHRUBS PROVIDED BIB LANDSCAPING ROAD FRONTAGE, OR PORTION LAP X 2 ALONG STREETc, THEREOF, IF TWENTY (20) FEET 11+" INDICATED PLANT MATERIAL UTILIZED TO FULFIL THE COMPLIES NA OR MORE. IF REQUIRED REQUIREMENT STREET TREES CANNOT BE PLANTED WITHIN THE PARKING TOE SETBACK OR WITHIN TEN (10) PROFFIT ROAD U.S RTE 649 EMERALD GREEN ARBORVITAE I 6-9 FEET OF THE STREET 10 150 SUBTOTAL: RIGHT-OF-WAY DUE TO SIGHT 138 LF STREET FRONTAGE DISTANCE, UTILITY EASEMENTS ORNAMENTALTREES OR OTHER CONFLICTING 1150 X 138 = 3 TREES REQUIRED CV 6 REQUIREMENTS, THEN THE 3 TREES PROVIDED 3. 3 112' CAL. T BIB PLANTING STRIP SHALL BE 744 - SUBTOTAL: 6 ENLARGED TO ACCOMMODATE 1/5 X 138 = 28 SHRUBS REQUIRED 744 1 THE TREES. 28SHRUBSPROVDED DECIDUOUS SHRUBS - I-' INDICATED PLANT MATERIAL UTILIZED TO FULFIL THE 27 CORNUS SERICEA REDOSIER DOGWOOD REQUIREMENT BIB - AN AREA OF AT LEAST (5) INTERIOR PARKING LOT LANDSCAPING 14 ITEA VIRGINIGA'HENRYS GARNET PERCENT OF THE PAVED 24-30" #5CAN PARKING AND VEHICULAR PARKING LOT AREA: 37,343 SF 47 ILEX VERTICILLATA WINTER RED' - CIRCULATION AREA SHALL BE 30.361, ACAN LANDSCAPED WITH TREES OR INTERIOR LANDSCAPING (5%):1,867 SF REQUIRED 16 I � RHUS AROMATICA'GRO- LOW SHRUBS. 1,007 SF PROVIDED #3 CAN I PLANT MATERIALS MAY BE A - RK b6 32.7.9.6 MIXTURE OF SHADE TEES AND REQUIRED PLANTINGS PER 10 PARKING SPACES 1 #3 CAN LANDSCAPING SHRUBS AND SHALL INCLUDE NUMBER OF PARKING SPACES: 48 160 WITHIN A ONE (1) LARGE SHADE TREE CANOPY TREES: 5 (1 / 10 PARKING SPACES) COMPLIES PARKING AREA PER TEN (1 0) PARKING UNDERSTORY TREES: NA SPACES. SHRUBS: NA ILEX CRENATA'STEEDS' STEEDS JAPANESE HOLLY 30-36, EVERGREEN TREES: NA IGC PROVIDED PLANTINGS PER 10 PARKING SP�CES ILEX GLABRA'COMPACTN - DWARF INKEERRY HOLLY 24-30" CANOPY TREES: 5 - PXOL UNDERSTORY TREES: NA PRUNUS LAUROCERASUS'0170 LUYKEN' OTTO LUYKEN CHERRY LAUREL I SHRUBS: NA - ICHH EVERGREEN TREES: NA ILEX GRENATA'HOOGENDORN' HOOGENDORN HOLLY . 18-24" HT I "All INDICATES PLANT MATERIAL UTILIZED TO FULFILL SUBTOTAL: REQUIREMENT I COMMERCIAL AND INDUSTRIAL NORTH AND EAST PROPERTY LINE USES SHALL BE SCREENED FROM I PAH THE ADJACENT RURAL AREAS HEDGES HAVE BEEN PROVIDED ALONG PROPERTY LINES THAT I DWARF FOUNTAIN GRASS 1 2 GAL. ZONING DISTRICT. COMMERCIAL ABUT ADJACENT PROPERTIES TO HELP MINIMIZE THE VISUAL SUBTOTAL: AND INDUSTRIAL USES SHALL BE IMPACT. LOADING AND TRASH ENCLOSURE AREAS HAVE BEEN 1 SCREENED FROM RESIDENTIAL SCREENED USING SMALL EVERGREEN TREES AND SHRUB 32.7.9.7 USES WHEN DEEMED NECESSARY HEDGES. SCREENING BY THE AGENT UPON CONSIDERING THE PROXIMITY OF THE COMMERCIAL OR INDUSTRIAL COMPLIES USE TO THE RESIDENTIAL USE, "%" INDICATED PLANT MATERIAL UTILIZED TO FULFIL THE THE NATURE OF THE COMMERCIAL REQUIREMENT OR INDUSTRIAL USE, WHETHER THE USES ARE IN SINGLE -USE OR MIXED USE DEVELOPMENTS, AND OTHER CONSIDERATIONS HE DETERMINES TO BE RELEVANT UNDER SOUND ZONING P'RINCIPLES. G,OMMERCIAL AND INDUSTRIAL TREE CANOPY CALCULATION UISES: IF THE SITE IS TO BE 32.7.9.8 DIEVELOPED FOR GROSS SITE AREA: 67,665 SF [Ktt COMMERCIAL OR INDUSTRIAL COMPLIES CANOPY USES, THE MINIMUM TREE TREE CANOPY COVER REQUIRED (10%): 6,766 SF REQUIRED CANOPY IS TEN (I 0) PERCENT. (10.8%) 7,296 SF PROVIDED I I NOTE: PARKING LOT AREA V / � 1. ALL SITE PLANTIINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, AND BE INTERIOR PLANTING AREA " MAINTAINED AT, MATURE HEIGHT; THE TOPPING OF TREES IS PROHIBITED. SHRUBS 0107 I 1` , AND TREES SHALL BE PRUNED. STEEPSLOPEAREA -,11-11, 1, � " ,It ,*� � __,r- , , , �,�' -, � , 1'� 2. LANDSCAPE MATERIALS ARE SUBJECT TO CHANGE WITH FINAL DESIGN. CONTAINING MULCH I � , , AREA CONTAINING _' .' ��, " "", �, _1 , ' ,, ,�,: r, ,,_, - L- �i � i RIVERSTONE ��,,��--`,'­"`,"�"`, _�:11 �,,�,�,, 11, " � LANDSCAPE SCHEDULE KEY - Ty. TQ BOTANICAL NAME � COMMON NAME �, � CAL. CONT. I TREE CANUFY TREE CANOPY COVERAGE . SHADE TREES - AR 5 ACER RUBRUM RED MAPLE 3-3112"CAL. BIB 397 1965 BNH 4 BETULA NIGRA'HERITAGE' HERITAGE RIVER BIRCH 3-31/2"CAL. BIB 397 1588 CA 3 CERCIDIPHYLLUM JAPONICUM JAPANESE KATSURA 3- 3 112w CAL. BIB 222 666 CA 4 QUERCUS ALBA WHITE OAK - 3- 3112"CAL. BIB 243 972 JAP 3 ULMUS AMERICANA'PRINCETON' -7-- PRINCETON AMERICAN ELM 3- 3112w CAL. BIB 397 1191 LAP X 2 ULMUS AMERICANAPRINCETON' PRINCETON AMERICAN ELM ----------- t- 3- 31/2"CAL. I - BIB NA NA SUBTOTAL: 21 6402 EVERGREEN TREES TOE 15 THUJA OCCIDENTALIS'EWERAILD EMERALD GREEN ARBORVITAE I 6-9 10 150 SUBTOTAL: 15 - - ORNAMENTALTREES CV 6 CHIONANTHUS VIRGINICUS WHITE FRINGETREE 3. 3 112' CAL. T BIB 124 744 - SUBTOTAL: 6 744 1 DECIDUOUS SHRUBS - GS 27 CORNUS SERICEA REDOSIER DOGWOOD 24 BIB - IV 14 ITEA VIRGINIGA'HENRYS GARNET GARNET SWEETSPIRE 24-30" #5CAN IVWR 47 ILEX VERTICILLATA WINTER RED' - WINTER RED WINTERBERRY HOLLY 30.361, ACAN RAGL 16 I � RHUS AROMATICA'GRO- LOW GRO- LOW SUMAC 18-24" I #3 CAN I - - RK b6 ROSARNOCKOUT I KNOCKOUTROSE 1 18-24" 1 #3 CAN SUBTOTAL: 160 - - EVERGREEN SHRUBS Ics � 28 ILEX CRENATA'STEEDS' STEEDS JAPANESE HOLLY 30-36, #3 CAN IGC 29 ILEX GLABRA'COMPACTN - DWARF INKEERRY HOLLY 24-30" ACAN - PXOL 28 PRUNUS LAUROCERASUS'0170 LUYKEN' OTTO LUYKEN CHERRY LAUREL - 24-30" #3 CAN - ICHH 42 . ILEX GRENATA'HOOGENDORN' HOOGENDORN HOLLY . 18-24" HT I #3 CAN I SUBTOTAL: I - ORNAMENTAL GRASSES I PAH 211 PENNISETUM ALOPECUROIDES'HAMELN' I DWARF FOUNTAIN GRASS 1 2 GAL. I SUBTOTAL: 211 1 - 1 � o :E �_ 2 0 6 11 I iit � 9 ?0� z ff .- __� I I �m 00 . � �� 11MA -� -� C'� � Q r___1 04 4 tl_ ,L3 � .1 ,I 9 2 ,I �4 .0 IT, R �- I 1 �4 cc ." -, L__A N 4 � �� . r�" I- � �_ ,c__�, 8 � u - .7 7 -, ,-- z ',��i �� �w� t� � u ,4 lw� >� ;4 �� 11 U, t �=, I- - - I � - . �; ,I z � �E � �T� �f� (:) m -j �4 �� �4 -) - , . - 1�1 �) 7- -,, - �4 C_� t� 0. �,� �� �_*I - , `� I `1 � I W . I C) � �� ��E �, 0 � -) �_- ,il;) -, -r-1 �� < �.i,g -, �-4 �f] fL g ""] T2 �� C) z � C __1 I 9 _� ,a_ I- I-," 9 < � �i t�l �_ ,6 - I- _� .� d pp w u � � w � .- . , t� -� �' cc fli w� . w 0!� �; 2 :� m I . . I I w � 11 I ,,, �i m I . 51 I . I X IIN. - - -) r -I REVISIONS REV DATE COMMENT BY - - 1 1019118 ADDRESS COUNTY JQR COMMENTS KNOW WHAT'S BELOW ALWAYS CALL 811 BEFORE YOU DIG It's fast. It's free. It's the law. I � NOT APPROVED FOR ) r PROJECT No.: - v1626_s3"I DRAWN BY: DSH CHECKED BY: JQR DATE: 6122/2018 SCALE: ill = 20' V, CAD LID.: LPI r PROJECT: PR"P. '11 SITE PLAN DOCUMENTS FOR V_ wa 0 LOCATION OF SITE SEMINOLE TRAIL AND PROFFIT ROAD ALBEMARLE COUNTY, VIRGINIA BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540) 3494500 Fax: (540) 349-0321 . 1. - - .. - � SHEET TITLE: PLAN SHEET NUMBER: C-701 LANDSCAPEAPE SPECIFICATI NS NOTES: 1.) NO SOIL OR MULCH SHALL BE PLACED AGAINST ROOT COLLAR OF PLANT. NOTE: TREE STAKING TO BE REMOVED BY FOR ANY AND ALL PLANT MATERIAL. LIQUIDAMBAR STYRACIFLUA TILIA TOMENTOSA 10/9/18 APE NOTES: III. PLANTS SHALL BE LEGIBLY TAGGED WITH THE PROPER NAME AND SIZE. TAGS ARE TO LIRIODENDRON TULIPIFERA ZELKOVA VARIETIES 1.) NO SOIL OR MULCH SHALL BE PLACED AGAINST ROOT COLLAR OF PLANT. 2.) REMOVE ALL ROPE FROM TRUNK TOP REMAIN ON AT LEAST ONE PLANT OF EACH SPECIES FOR VERIFICATION PURPOSES DURING & OF ROOT BALL. FOLD OR CUT BURLAP BACK FROM TOP 1/3 OF ROOT BALL 1. ALL TOPSOIL SHALL BEA MINIMUM 4" IN ALL SOD AREAS AND 8" IN TREE, SHRUB AND GROUND COVER BEDS, INCLUDING PARKING LOT ISLAND BEDS, IT SHALL BE APPROVED BY A THE FINAL INSPECTION. H. PLANTING PITS SHALL BE DUG WITH LEVEL OR CONVEX BOTTOMS, WITH THE WIDTH TWICE THE DIAMETER OF ROOT BALL. THE ROOT 3.) PLANTING DEPTH SHALL BE THE SAME AS GROWN IN NURSERY. WAWA CONSTRUCTION REPRESENTATIVE, PRIOR TO INSTALLATION, IV. TREES WITH ABRASION OF THE BARK, SUN SCALDS, DISFIGURATION OR FRESH CUTS OF BALL SHALL REST ON UNDISTURBED GRADE. EACH PLANT PIT SHALL BE BACKFILLED IN LAYERS WITH THE FOLLOWING PREPARED SOIL 4.) THOROUGHLY SOAK THE TREE ROOT BALL AND ADJACENT PREPARED SOIL SEVERAL TIMES DURING THE 2. PLANTING BEHIND PERPENDICULAR PARKING IS TO BE LOCATED A MINIMUM OF 5' BEHIND THE CURB LINE. LIMBS OVER 1'/a", WHICH HAVE NOT BEEN COMPLETELY CALLUSED, SHALL BE REJECTED. MIXED THOROUGHLY: 2.) REMOVE ALL NON -BIODEGRADABLE MATERIAL AND ROPE FROM TRUNK & TOP OF ROOT BALL. FOLD BURLAP BACK 1/3 AFTER 2 GROWING SEASONSd � PLANTS SHALL NOT BE BOUND WITH WIRE OR ROPE AT ANY TIME SO AS TO DAMAGE THE I. 1 PART PEAT MOSS 5.) THE BOTTOM OF PLANTING PIT EXCAVATIONS SHOULD BE SCARIFIED TO AVOID MATTING OF SOIL. 2 BARK OR BREAK BRANCHES. Il. 1 PART COMPOSTED COW MANURE BY VOLUME 6.) THE MINIMUM DIAMETER OF THE TREE PIT SHALL BE 3 TIMES THE DIAMETER OF THE ROOT BALL. 5. LANDSCAPE CONTRACTOR WILL LOCATE ALL UNDERGROUND UTILITIES PRIOR TO ANY EXCAVATION AND PLANTING INSTALLATION. V. ALL PLANTS SHALL BE TYPICAL OF THEIR SPECIES OR VARIETY AND SHALL HAVE A NORMAL Ill. 3 PARTS TOPSOIL BY VOLUME 7.) STAKES SHALL BE REMOVED NO LATER THAN ONE YEAR FROM INSTALLATION. 6. ALL AREAS TO BE LANDSCAPED OR COVERED WITH STONE MUST BE TREATED WITH A PRE -EMERGENCE HERBICIDE (SURFLAN, DACTAL OR APPROVED EQUAL) IN ACCORDANCE WITH HABIT OF GROWTH: WELL DEVELOPED BRANCHES, DENSELY FOLIATED, VIGOROUS ROOT IV. 21 GRAMS'AGRIFORM' PLANTING TABLETS (OR APPROVED EQUAL) AS FOLLOWS: AVOID PURCHASING TREES WITH TWO LEADERS REINFORCED RUBBERd APPLICABLE FEDERAL, STATE REGULATIONS AND THE MANUFACTURER'S INSTRUCTIONS. SYSTEMS AND BE FREE OF DISEASE, INSECTS, PESTS, EGGS OR LARVAE. A) 2 TABLETS PER 1 GALLON PLANT a a OR REMOVE ONE AT PLANTING: OTHERWISE, DO HOSE(1/2" DIA. BLACK) FROM ROOT BALL. 3.) PLANTING DEPTH SHALL BE THE ° ° ° ° ° ° ° ao o , • o NOT PRUNE TREE AT PLANTING EXCEPT FOR o • SPECIFIC STRUCTURAL CORRECTIONS. WITHIN ALL LANDSCAPES, INCLUDING STONE AND MULCH BEDS. ALL WEED BARRIER WILL BE OVERLAPPED A MINIMUM OF 6" AT ALL SEAMS. AT PLANT LOCATIONS, BARRIER SHOULD TRUNK SIX INCHES (6") ABOVE THE NATURAL GRADE FOR TREES UP TO AND INCLUDING A C) 4 TABLETS PER 15 GALLON PLANT 12 GLACE BE CUT IN AN'W PATTERN SO TO ACCOMMODATE ROOT BALL AND REPLACED AFTER PLANT HAS BEEN INSTALLED. FOUR INCH (4") CALIPER SIZE. IF THE CALIPER AT SIX INCHES (6") ABOVE THE GROUND D) LARGER PLANTS: 2 TABLETS PER Y2" CALIPER OF TRUNK s FOLD BURLAP AWAY FROM TOP OF ROOT BALL GALVANIZED WIRE 8. WEED BARRIER SHALL NOT BE VISI BLE IN AREAS DESIGNATED FOR STONE MULCH. WHEN STONE IS CALLED FOR ADJACENT TO CURB OR SIDEWALKS, IT SHALL BE FEATHERED DOWN EXCEEDS FOUR INCHES (4") IN CALIPER, THE CALIPER SHOULD BE MEASURED AT A POINT GUYS TWISTED TO CURB LEVEL FROM A DISTANCE 24" FROM THE CURB. 12" ABOVE THE NATURAL GRADE. I. FILL PREPARED SOIL AROUND BALL OF PLANT HALF -WAY AND INSERT PLANT TABLETS. COMPLETE BACKFILL AND WATER °a 9. ALL PROPOSED LANDSCAPING TO BE NURSERY GROWN, TYPICAL OF THEIR SPECIES OR VARIETY. THEY ARE TO HAVE NORMAL VIGOROUS ROOT SYSTEMS, FREE FROM DEFECTS SAME AS GROWN IN NURSERY. °a AND INFECTIONS AND IN ACCORDANCE WITH ANSI Z60.1 2/3 TREE o a d o DRRAINING SOILS. 10. ALL PROPOSED PLANTINGS SHOULD BE INSTALLED PER STANDARDS OF THE "AMERICAN NURSERY & LANDSCAPE ASSOCIATION" AND STATE NURSERY/ LANDSCAPE ASSOCIATIONS VIII. TREES AND SHRUBS SHALL BE HANDLED WITH CARE BY THE ROOT BALL. J. ALL PLANTS SHALL BE PLANTED SO THAT THE TOP OF THE ROOT BALL, THE POINT AT WHICH THE ROOT FLARE BEGINS, IS SET AT HT. 3 PER TREE oo d BUILT-UP EARTH SAUCER WITH REGARD TO PLANTING, PIT SIZE, BACKFILL MIXTURE, STAKING AND GUYING. GROUND LEVEL AND IN THE CENTER OF THE PIT. NO SOIL IS TO BE PLACED DIRECTLY ON TOP OF THE ROOT BALL. 11. ALL PLANTING CONTAINERS AND BASKETS SHALL BE REMOVED DURING PLANTING, ALL PLANTS SHALL BE SET PLUMB AND POSITIONED SO THAT THE TOP OF THE ROOT COLLAR a 1. SCOPE OF WORK: 8. PLANTING 4.) THOROUGHLY SOAK THE TREE ROOT BALL AND ADJACENT PREPARED SOIL SEVERAL TIMES DURING THE FIRST MONTH 94 1. THE LANDSCAPE CONTRACTOR SHALL BE REQUIRED TO PERFORM ALL CLEARING, FINISHED GRADING, SOIL PREPARATION, PERMANENT A. INSOFAR THAT IT IS FEASIBLE, PLANT MATERIAL SHALL BE PLANTED ON THE DAY OF DELIVERY. IN THE EVENT THAT THIS IS NOT AFTER PLANTING AND REGULARLY THROUGHOUT THE FOLLOWING TWO SUMMERS. 5.) THE BOTTOM OF PLANTING PIT EXCAVATIONS SHOULD BE SCARIFIED TO AVOID MATTING OF SOIL. ° � SEEDING OR SODDING, PLANTING AND MULCHING INCLUDING ALL LABOR, MATERIALS, TOOLS AND EQUIPMENT NECESSARY FOR THE POSSIBLE, LANDSCAPE CONTRACTOR SHALL PROTECT UNINSTALLED PLANT MATERIAL. PLANTS SHALL NOT REMAIN UNPLANTED FOR 6.) THE MINIMUM DIAMETER OF THE TREE PIT SHALL BE 3 TIMES THE DIAMETER OF THE ROOT BALL. DO NOT WRAP TRUNK a COMPLETION OF THIS PROJECT, UNLESS OTHERWISE CONTRACTED BY THE GENERAL CONTRACTOR. LONGER THAN A THREE DAY PERIOD AFTER DELIVERY. PLANTS THAT WILL NOT BE PLANTED FOR A PERIOD OF TIME GREATER THAN 7.) STAKES SHALL BE REMOVED NO LATER THAN ONE YEAR FROM INSTALLATION. 44 o 2 THREE DAYS SHALL BE HEALED IN WITH TOPSOIL OR MULCH TO HELP PRESERVE ROOT MOISTURE. °° REINFORCED RUBBER HOSE °° ONLY TREES WITH ONE MAIN LEADER � € 2. MATERIALS (1/2" DIA.) SHALL BE PURCHASED. DO NOT PRUNE ig A. GENERAL ALL HARDSCAPE MATERIALS SHALL MEET OR EXCEED SPECIFICATIONS AS OUTLINED IN THE STATE DEPARTMENT OF B. PLANTING OPERATIONS SHALL BE PERFORMED DURING PERIODS WITHIN THE PLANTING SEASON WHEN WEATHER AND SOIL REINFORCED RUBBER HOSE 12 GAUGE GALVANIZED WIRE GUYS TWISTED TREE AT PLANTING UNLESS DIRECTED 9 R g TRANSPORTATION'S SPECIFICATIONS. CONDITIONS ARE SUITABLE AND IN ACCORDANCE WITH ACCEPTED LOCAL PRACTICE. PLANTS SHALL NOT BE INSTALLED IN TOPSOIL (1/2" DIA. BLACK) AVOID PURCHASING TREES WITH TWO LEADERS OR 0. ° 2" DIA. HARDWOOD °°o TO BY PROJECT LANDSCAPE ARCHITECT � � o THAT IS IN A MUDDY OR FROZEN CONDITION. REMOVE ONE AT PLANTING: OTHERWISE, DO NOT PRUNE STAKES 2/3 TREE HT. � z � � o B. TOPSOIL- NATURAL, FRIABLE, LOAMY SILT SOIL HAVING AN ORGANIC CONTENT NOT LESS THAN 5%, A PH RANGE BETWEEN 4.5-7.0. IT 12 GLACETREE AT EXCEPT FOR SPECIFIC STRUCTURAL 2 PER TREE SET ROOT BALL FLUSH o SHALL BE FREE OF DEBRIS, ROCKS LARGER THAN ONE INCH (1 "), WOOD, ROOTS, VEGETABLE MATTER AND CLAY CLODS. C. ANY INJURED ROOTS OR BRANCHES SHALL BE PRUNED TO MAKE CLEAN-CUT ENDS PRIOR TO PLANTING UTILIZING CLEAN, SHARP TWISTED CORRECTIONS. EXISTING EXISTING GRADE OR SEVERA INCHES HI ER INGRADE 4 p , m TOOLS. ONLY INJURED OR DISEASED BRANCHING SHALL BE REMOVED. FOLD BURLAP AWAY FROM TOP OF ROOT BALL POORLY DRAINING SOILS. f ' " �" `-''ji � . ,, C. LAWN - ALL DISTURBED AREAS ARE TO BE TREATED WITH A MINIMUM FOUR INCH (4") THICK LAYER OF TOPSOIL, ORAS DIRECTED BY THE 2" DIA. HARDWOOD STAKES PREPARED SOIL FOR TREE _ -I � � � p g w LOCAL ORDINANCE OR CLIENT, AND SEEDED OR SODDED IN ACCORDANCE WITH THE PERMANENT STABILIZATION METHODS INDICATED D, ALL PLANTING CONTAINERS, BASKETS AND NON BIODEGRADABLE MATERIALS SHALL BE REMOVED FROM ROOT BALLS DURING 2/3 TREE HT. 3 PER TREE SET ROOT BALL FLUSH TO GRADE OR SEVERAL INCHES HIGHER IN POORLY DRAINING SOILS. 1 PART PEAT MOSS _=III -III=III= 3" THICK LAYER OF DARK " O m a w s WITHIN THE SOIL EROSION AND SEDIMENT CONTROL NOTES. PLANTING. NATURAL FIBER BURLAP MUST BE CUT FROM AROUND THE TRUNK OF THE TREE AND FOLDED DOWN AGAINST THE ROOT 1 PART COW MANURE III=I BROWN DOUBLE SHREDDED � - w o I, LAWN SEED MIXTURE SHALL BE FRESH, CLEAN NEW CROP SEED. BALL PRIOR TO BACKFILLING, 4" BUILT-UP EARTH SAUCER 3 PARTS TOPSOIL , I I - - HARDWOOD MULCH � O r) - � (- ,, P� N W w m II. SOD SHALL BE STRONGLY ROOTED, WEED AND DISEASE/PEST FREE WITH A UNIFORM UNDISTURBED SUBGRADE - LI 4" BUILT-UP EARTH SAUCER c r � ' 6 THICKNESS. SOD INSTALLED ON SLOPES GREATER THAN 4:1 SHALL BE PEGGED TO E. POSITION TREES AND SHRUBS AT THEIR INTENDED LOCATIONS AS PER THE PLANS AND SECURE THE APPROVAL OF THE LANDSCAPE S SPECIFIED T PLACE:.:;::.. - �' � �" " " HOLD SOD IN PLACE. ARCHITECT PRIOR TO EXCAVATING PITS, MAKING NECESSARY ADJUSTMENTS AS DIRECTED. MULCH NMULCH CONTACT WTDOTROE TRUNK ) . -.:. _, I I - , _ = BEFORE PLANTING ADD 3 TO 4" OF 0 � � � � a BEFORE PLANTING, PLANTING _ =II III=III= WELL -COMPOSTED LEAVES OR RECYCLED � 9 � 47 ez; D. MULCH - ALL PLANTING BEDS SHALL BE MULCHED WITH A 3" THICK LAYER OF DOUBLE SHREDDED HARDWOOD BARK MULCH, UNLESS F. PRIOR TO THE ISSUANCE OF ANY CERTIFICATE OF OCCUPANCY, THE PROPOSED LANDSCAPE, AS SHOWN ON THE APPROVED SOIL TO BE AMENDED AS =I I I= I •• - _' YARD WASTE TO BED AND TILL INTO TOP 6" - , � ,, � . o OTHERWISE STATED ON THE LANDSCAPE PLAN. LANDSCAPE PLAN, MUST BE INSTALLED, INSPECTED AND APPROVED BY THE APPROVING AGENCY. THE APPROVING AGENCY SHALL SPECIFIED IN THE LANDSCAPE SPECIFICATIONS I I I, --I I I=I - ' I-� I OF PREPARED SOIL. ) a� a TAKE INTO ACCOUNT SEASONAL CONSIDERATIONS IN THIS REGARD AS FOLLOWS. THE PLANTING OF TREES, SHRUBS, VINES OR _ _ _ _ _ _ _-_ -III=I I I =� I=I I II 1 I I I �, I I I=, _' -REMOVE THE TOP 113 OF THE WIRE BASKET ,` g E. FERTILIZER I. FERTILIZER SHALL BE DELIVERED TO THE SITE MIXED AS SPECIFIED IN THE ORIGINAL GROUND COVER SHALL OCCUR ONLY DURING THE FOLLOWING PLANTING SEASONS: I. PLANTS: MARCH 15 TO DECEMBER 15 ___ ,%, I�I III I III -I UNDISTURBED SUBGRADEI -I I- I- I I -I I I- III ; ,- I III -III 12 ,III IF PRESENT. ANY AND ALL TWINE SHALL BE REMOVED _, z w w 1 W UNOPENED STANDARD BAGS SHOWING WEIGHT, ANALYSIS AND NAME OF MANUFACTURER. II. LAWN: MARCH 15 TO JUNE 15 OR SEPT. 1 TO DECEMBER 1 11-1 I II I I _ _ _ _ '. _ I -III 11117 --i-�-- TAMP SOIL SOLIDLY AROUND FROM THE TREE BEFORE BACKFILLING. BURLAP SHALL BE FOLDED � o FERTILIZER SHALL BE STORED IN A WEATHERPROOF PLACE SO THAT IT CAN BE KEPT I- - -I I -I - I - - I I -I I I - BASE OF ROOT BALL BACK INTO PLANTING HOLE N LL DRY PRIOR TO USE, PLANTINGS REQUIRED FOR A CERTIFICATE OF OCCUPANCY SHALL BE PROVIDED DURING THE NEXT APPROPRIATE SEASON AT THE DIG WIDE, SHALLOW HOLE WITH TAMPED I- - ,, I I I -I I 1-I I I- I I=I (I-1 II III I-1 1I - ll. FOR THE PURPOSE OF BIDDING, ASSUME THAT FERTILIZER SHALL BE 10% NITROGEN, MUNICIPALITY'S DISCRETION, CONTRACTOR SHOULD CONTACT APPROVING AGENCY FOR POTENTIAL SUBSTITUTIONS, SIDES III -III SET ROOT BALL ON FIRM o 6% PHOSPHORUS AND 4% POTASSIUM BY WEIGHT. A FERTILIZER SHOULD NOT BE TAMP SOIL SOLIDLY AROUND PAD IN BOTTOM OF HOLE ( Pill o SELECTED WITHOUT A SOIL TEST PERFORMED BY A CERTIFIED SOIL LABORATORY. G. FURTHERMORE, THE FOLLOWING TREE VARIETIES ARE UNUSUALLY SUSCEPTIBLE TO WINTER DAMAGE. WITH TRANSPLANT SHOCK BASE OF ROOT BALL - AND THE SEASONAL LACK OF NITROGEN AVAILABILITY, THE RISK OF PLANT DEATH IS GREATLY INCREASED. IT IS NOT RECOMMENDED SET ROOT BALL ON UNDISTURBED SOIL IN BOTTOM OF HOLE F. PLANT MATERIAL THAT THESE SPECIES BE PLANTED DURING THE FALL PLANTING SEASON: �p T��--+ �7 E �Y Ei` GREE, y TREE ]PL,�1N`�'�-ING DETAIL ( A V �Jl A �`I TREE PLANTING ON SLOPE �J del fj DETAIL IL I, ALL PLANTS SHALL IN ALL CASES CONFORM TO THE REQUIREMENTS OF THE ACER RUBRUM PLATANUS X ACERIFOLIA SCALE' N T S "AMERICAN STANDARD FOR NURSERY STOCK" (ANSI Z60.1), LATEST EDITION, AS BETULA VARIETIES POPULUS VARIETIES PUBLISHED BY THE AMERICAN NURSERY & LANDSCAPE ASSOCIATION (FORMERLY THE CARPINUS VARIETIES PRUNUS VARIETIES AMERICAN ASSOCIATION OF NURSERYMEN). CRATAEGUS VARIETIES PYRUS VARIETIES Il. IN ALL CASES, BOTANICAL NAMES SHALL TAKE PRECEDENCE OVER COMMON NAMES KOELREUTERIA QUERCUS VARIETIES • • • . REV.: 2017.01.06 -_ -_ IIIIIIIIIIIIIIIIIIIIIIIIIIIIIII NOT TO SCALE NOTES: BY FOR ANY AND ALL PLANT MATERIAL. LIQUIDAMBAR STYRACIFLUA TILIA TOMENTOSA 10/9/18 APE NOTES: III. PLANTS SHALL BE LEGIBLY TAGGED WITH THE PROPER NAME AND SIZE. TAGS ARE TO LIRIODENDRON TULIPIFERA ZELKOVA VARIETIES 1.) NO SOIL OR MULCH SHALL BE PLACED AGAINST ROOT COLLAR OF PLANT. 2.) REMOVE ALL ROPE FROM TRUNK TOP REMAIN ON AT LEAST ONE PLANT OF EACH SPECIES FOR VERIFICATION PURPOSES DURING & OF ROOT BALL. FOLD OR CUT BURLAP BACK FROM TOP 1/3 OF ROOT BALL 1. ALL TOPSOIL SHALL BEA MINIMUM 4" IN ALL SOD AREAS AND 8" IN TREE, SHRUB AND GROUND COVER BEDS, INCLUDING PARKING LOT ISLAND BEDS, IT SHALL BE APPROVED BY A THE FINAL INSPECTION. H. PLANTING PITS SHALL BE DUG WITH LEVEL OR CONVEX BOTTOMS, WITH THE WIDTH TWICE THE DIAMETER OF ROOT BALL. THE ROOT 3.) PLANTING DEPTH SHALL BE THE SAME AS GROWN IN NURSERY. WAWA CONSTRUCTION REPRESENTATIVE, PRIOR TO INSTALLATION, IV. TREES WITH ABRASION OF THE BARK, SUN SCALDS, DISFIGURATION OR FRESH CUTS OF BALL SHALL REST ON UNDISTURBED GRADE. EACH PLANT PIT SHALL BE BACKFILLED IN LAYERS WITH THE FOLLOWING PREPARED SOIL 4.) THOROUGHLY SOAK THE TREE ROOT BALL AND ADJACENT PREPARED SOIL SEVERAL TIMES DURING THE 2. PLANTING BEHIND PERPENDICULAR PARKING IS TO BE LOCATED A MINIMUM OF 5' BEHIND THE CURB LINE. LIMBS OVER 1'/a", WHICH HAVE NOT BEEN COMPLETELY CALLUSED, SHALL BE REJECTED. MIXED THOROUGHLY: FIRST MONTH AFTER PLANTING AND REGULARLY THROUGHOUT THE FOLLOWING TWO SUMMERS. 3. ALL LANDSCAPE AND GRASS AREAS ARE TO BE HAND RAKED AND LEFT CLEAR OF ALL STONES, ROCK, CONSTRUCTION DEBRIS AND ANY UNSUITABLE MATERIALS. PLANTS SHALL NOT BE BOUND WITH WIRE OR ROPE AT ANY TIME SO AS TO DAMAGE THE I. 1 PART PEAT MOSS 5.) THE BOTTOM OF PLANTING PIT EXCAVATIONS SHOULD BE SCARIFIED TO AVOID MATTING OF SOIL. 4. ALL LANDSCAPE AND GRASS AREAS ARE TO BE IRRIGATED BY AUTOMATIC SPRINKLER SYSTEM. (SEE IRRIGATION SPECIFICATION.) BARK OR BREAK BRANCHES. Il. 1 PART COMPOSTED COW MANURE BY VOLUME 6.) THE MINIMUM DIAMETER OF THE TREE PIT SHALL BE 3 TIMES THE DIAMETER OF THE ROOT BALL. 5. LANDSCAPE CONTRACTOR WILL LOCATE ALL UNDERGROUND UTILITIES PRIOR TO ANY EXCAVATION AND PLANTING INSTALLATION. V. ALL PLANTS SHALL BE TYPICAL OF THEIR SPECIES OR VARIETY AND SHALL HAVE A NORMAL Ill. 3 PARTS TOPSOIL BY VOLUME 7.) STAKES SHALL BE REMOVED NO LATER THAN ONE YEAR FROM INSTALLATION. 6. ALL AREAS TO BE LANDSCAPED OR COVERED WITH STONE MUST BE TREATED WITH A PRE -EMERGENCE HERBICIDE (SURFLAN, DACTAL OR APPROVED EQUAL) IN ACCORDANCE WITH HABIT OF GROWTH: WELL DEVELOPED BRANCHES, DENSELY FOLIATED, VIGOROUS ROOT IV. 21 GRAMS'AGRIFORM' PLANTING TABLETS (OR APPROVED EQUAL) AS FOLLOWS: AVOID PURCHASING TREES WITH TWO LEADERS REINFORCED RUBBERd APPLICABLE FEDERAL, STATE REGULATIONS AND THE MANUFACTURER'S INSTRUCTIONS. SYSTEMS AND BE FREE OF DISEASE, INSECTS, PESTS, EGGS OR LARVAE. A) 2 TABLETS PER 1 GALLON PLANT a a OR REMOVE ONE AT PLANTING: OTHERWISE, DO HOSE(1/2" DIA. BLACK) 7. LANDSCAPE CONTRACTOR TO SUPPLY AND INSTALL A PERVIOUS WEED BARRIER (DEWITT, DUPONT OR APPROVED EQUAL) IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS VI. CALIPER MEASUREMENTS OF NURSERY GROWN TREES SHALL BE TAKEN AT A POINT ON THE B) 3 TABLETS PER 5 GALLON PLANT ao o , • o NOT PRUNE TREE AT PLANTING EXCEPT FOR o • SPECIFIC STRUCTURAL CORRECTIONS. WITHIN ALL LANDSCAPES, INCLUDING STONE AND MULCH BEDS. ALL WEED BARRIER WILL BE OVERLAPPED A MINIMUM OF 6" AT ALL SEAMS. AT PLANT LOCATIONS, BARRIER SHOULD TRUNK SIX INCHES (6") ABOVE THE NATURAL GRADE FOR TREES UP TO AND INCLUDING A C) 4 TABLETS PER 15 GALLON PLANT 12 GLACE BE CUT IN AN'W PATTERN SO TO ACCOMMODATE ROOT BALL AND REPLACED AFTER PLANT HAS BEEN INSTALLED. FOUR INCH (4") CALIPER SIZE. IF THE CALIPER AT SIX INCHES (6") ABOVE THE GROUND D) LARGER PLANTS: 2 TABLETS PER Y2" CALIPER OF TRUNK s FOLD BURLAP AWAY FROM TOP OF ROOT BALL GALVANIZED WIRE 8. WEED BARRIER SHALL NOT BE VISI BLE IN AREAS DESIGNATED FOR STONE MULCH. WHEN STONE IS CALLED FOR ADJACENT TO CURB OR SIDEWALKS, IT SHALL BE FEATHERED DOWN EXCEEDS FOUR INCHES (4") IN CALIPER, THE CALIPER SHOULD BE MEASURED AT A POINT GUYS TWISTED TO CURB LEVEL FROM A DISTANCE 24" FROM THE CURB. 12" ABOVE THE NATURAL GRADE. I. FILL PREPARED SOIL AROUND BALL OF PLANT HALF -WAY AND INSERT PLANT TABLETS. COMPLETE BACKFILL AND WATER °a 9. ALL PROPOSED LANDSCAPING TO BE NURSERY GROWN, TYPICAL OF THEIR SPECIES OR VARIETY. THEY ARE TO HAVE NORMAL VIGOROUS ROOT SYSTEMS, FREE FROM DEFECTS VII. SHRUBS SHALL BE MEASURED TO THE AVERAGE HEIGHT OR SPREAD OF THE SHRUB, AND THOROUGHLY. SET ROOT BALL FLUSH TO GRADE OR 2" DIA. HARDWOODSTAKES SEVERAL INCHES HIGHER IN POORLY AND INFECTIONS AND IN ACCORDANCE WITH ANSI Z60.1 NOT TO THE LONGEST BRANCH. 2/3 TREE o a d o DRRAINING SOILS. 10. ALL PROPOSED PLANTINGS SHOULD BE INSTALLED PER STANDARDS OF THE "AMERICAN NURSERY & LANDSCAPE ASSOCIATION" AND STATE NURSERY/ LANDSCAPE ASSOCIATIONS VIII. TREES AND SHRUBS SHALL BE HANDLED WITH CARE BY THE ROOT BALL. J. ALL PLANTS SHALL BE PLANTED SO THAT THE TOP OF THE ROOT BALL, THE POINT AT WHICH THE ROOT FLARE BEGINS, IS SET AT HT. 3 PER TREE oo d BUILT-UP EARTH SAUCER WITH REGARD TO PLANTING, PIT SIZE, BACKFILL MIXTURE, STAKING AND GUYING. GROUND LEVEL AND IN THE CENTER OF THE PIT. NO SOIL IS TO BE PLACED DIRECTLY ON TOP OF THE ROOT BALL. 11. ALL PLANTING CONTAINERS AND BASKETS SHALL BE REMOVED DURING PLANTING, ALL PLANTS SHALL BE SET PLUMB AND POSITIONED SO THAT THE TOP OF THE ROOT COLLAR 3, GENERAL WORK PROCEDURES . MATCHES, OR IS NO MORE THAN TWO (2") INCHES ABOVE, FINISHED GRADE. REPLACE AMENDED BACKFILL IN 6 -INCH LAYERS AND COMPACT BACKFILL TO ELIMINATE VOIDS. MULCH AS SPECIFIED (DO NOT PLACE I' VISIONS REV DATE COMMENT BY 1 10/9/18 ADDRESS COUNTY COMMENTS JQR A. CONTRACTOR TO UTILIZE WORKMANLIKE INDUSTRY STANDARDS IN PERFORMING ALL LANDSCAPE CONSTRUCTION. THE SITE IS TO BE K. ALL PROPOSED TREES DIRECTLY ADJACENT TO WALKWAYS OR DRIVEWAYS SHALL BE PRUNED AND MAINTAINED TO A MINIMUM/_ MULCH IN CONTACT WITH TREE TRUNK) CONTRACTOR SHALL PROVIDE A FOUR -INCH HIGH EARTHEN WATERING SAUCER ALONG THE PERIMETER OF EACH PLANTING PIT, CONTRACTOR SHALL WATER NEWLY PLANTED LEFT IN A CLEAN STATE AT THE END OF EACH WORKDAY. ALL DEBRIS, MATERIALS AND TOOLS SHALL BE PROPERLY STORED, STOCKPILED BRANCHING HEIGHT OF T FROM GRADE. NO PRUNING SHALL BE CONDUCTED WITHIN THE FIRST YEAR OF PLANTING, BEFORE PLANTING, PLANTING VEGETATION PRIOR TO MULCHING PLANTING PIT. ALL VOIDS SHALL BE FILLED AND SETTLING MITIGATED AS REQUIRED. OR DISPOSED OF. SOIL TO BE AMENDED AS 12. AFTER INITIAL WATERING AND PRIOR TO MULCHING, CONTRACTOR SHALLAPPLY HERBICIDES AND PRE -EMERGENT HERBICIDES AS REQUIRED TO ELIMINATE ANY WEED SEEDS OR PLANTS PRESENT ON ROOT BALL. L. GROUND COMER AREAS SHALL RECEIVE A'/<" LAYER OF HUMUS RAKED INTO THE TOP 1" OF PREPARED 501E PRIOR TO PLANTING. ALL SPECIFIED IN THE LANDSCAPE SPECIFICATIONS 13. ALL PLANTING BEDS AND PITS EXCEPT FOR LANDSCAPE ISLANDS ADJACENT TO THE BUILDING AND DESIGNATED AREA AT THE FUEL VENT STACKS, SHALL BE MULCHED WITH B. WASTE MATERIALS AND DEBRIS SHALL BE COMPLETELY DISPOSED OF AT THE CONTRACTOR'S EXPENSE. DEBRIS SHALL NOT BE BURIED, GROUND COVER AREAS SHALL BE WEEDED AND TREATED WITH A PRE -EMERGENT CHEMICAL AS PER MANUFACTURER'S - - - _ _ 1" DOUBLE GROUND HARDWOOD MULCH AT A MINIMUM DEPTH OF 3". LANDSCAPE ISLANDS ADJACENT TO DESIGNATED AREA AT FUEL STACKS SHALL BE MULCHED WITH -3" "RIVER INCLUDING ORGANIC MATERIALS, BUT SHALL BE REMOVED COMPLETELY FROM THE SITE. RECOMMENDATION. I I I I- I I I -III- ENGINEER. I I I III -I l STONE" MULCH AND RETAINED WITH AN ALUMINUM LANDSCAPE EDGING (PERMALOCK OR APPROVED EQUAL), FOR LANDSCAPES ADJACENT TO BUILDING, CONTACT PROJECT I ' UNDISTURBEDI 4. SITE PREPARATIONS M. NO PLANT, EXCEPT GROUND COVERS, GRASSES OR VINES, SHALL BE PLANTED LESS THAN TWO FEET (2') FROM EXISTING SUBGRADE 11=11l Ell _ _ _ I= I I I- 14. SEEDBED PREPARATION A. BEFORE AND DURING PRELIMINARY GRADING AND FINISHED GRADING, ALL WEEDS AND GRASSES SHALL BE DUG OUT BY THE ROOTS AND STRUCTURES AND SIDEWALKS. 1 - - =III=I =I =I I I I- ° A. APPLY LIMESTONE AND FERTILIZER ACCORDING TO 501E TESTS OR FERTILIZER MAY BE APPLIED AT THE RATE OF 260 POUNDS PER ACRE OR 6 POUNDS PER 1000 SQUARE FEET KNOW VVI-IAT�S BELOW DISPOSED OF IN ACCORDANCE WITH GENERAL WORK PROCEDURES OUTLINED HEREIN. DIG WIDE, TAPEED SIDES HOLE I "I -111 I I III -I I III -I I, i I,I I I , I USING 10-20-10 OR EQUIVALENT, IN ADDITION, 300 POUNDS 4-1-2 PER ACRE OR EQUIVALENT OF SLOW RELEASE NITROGEN MAY BE USED IN LIEU OF TOPDRESSING. N. ALL PLANTING AREAS AND PLANTING PITS SHALL BE MULCHED AS SPECIFIED HEREIN TO FILL THE ENTIRE BED AREA OR SAUCER. NOB. WORK LIME AND FERTILIZER INTO THE SOILAS PRACTICAL TO A DEPTH OF 4 -INCHES WITH A DISC, SPRING TOOTH HARROW OR OTHER SUITABLE EQUIPMENT. THE FINAL ALWAYS CALL 811 B. ALL EXISTING TREES TO REMAIN SHALL BE PRUNED TO REMOVE ANY DAMAGED BRANCHES. THE ENTIRE LIMB OF ANY DAMAGED BRANCH MULCH IS TO TOUCH THE TRUNK OF THE TREE OR SHRUB. TAMP SOIL SOLIDLY AROUND HARROWING OR DISKING OPERATION SHOULD PARALLEL TO THE GENERAL CONTOUR. CONTINUE TILLAGE UNTIL A REASONABLE UNIFORM, FINE SEEDBED IS PREPARED. ALL BUT BEFORE YOU DIG SHALL BE CUT OFF AT THE BRANCH COLLAR. CONTRACTOR SHALL ENSURE THAT CUTS ARE SMOOTH AND STRAIGHT. ANY EXPOSED ROOTS BASE OF ROOT BALL SET ROOT BALL ON UNDISTURBED SOIL IN BOTTOM OF HOLE CLAY OR SILTY SOILS AND COARSE SANDS SHOULD BE ROLLED TO FIRM THE SEEDBED WHEREVER FEASIBLE. SHALL BE CUT BACK WITH CLEAN, SHARP TOOLS AND TOPSOIL SHALL BE PLACED AROUND THE REMAINDER OF THE ROOTS. EXISTING 0. ALL PLANTING AREAS SHALL BE WATERED IMMEDIATELY UPON INSTALLATION IN ACCORDANCE WITH THE WATERING SPECIFICATIONS C. INSPECT SEEDBED JUST BEFORE SEEDING. IF TRAFFIC HAS LEFT THE SOIL COMPACTED, THE AREA MUST BE RETILLED AND FIRMED AS OUTLINED BELOW. It's fast. It's free. It's the law. TREES SHALL BE MONITORED ON A REGULAR BASIS FOR ADDITIONAL ROOT OR BRANCH DAMAGE AS A RESULT OF CONSTRUCTION. ROOTS AS LISTED HEREIN. D. GRASS SEEDING MIXTURE AND APPLICATION RATE: SHALL NOT BE LEFT EXPOSED FOR MORE THAN ONE (1) DAY. CONTRACTOR SHALL WATER EXISTING TREES AS NEEDED TO PREVENT SHOCK 11�J�I]IJ�ILTI��7 ,�� PLANTING DETAIL p p OR DECLINE. 9. TRANSPLANTING (WHEN REQUIRED) PERCENTAGE OF APPLICATION MIN. GERMINATION NOT APPROVED FOR A. ALL TRANSPLANTS SHALL BE DUG WITH INTACT ROOT BALLS CAPABLE OF SUSTAINING THE PLANT. (SEE SPECIFICATION 2.F. ABOVE) SCALE:: N.T.S. REV.: 2017.01.06 TOTAL WEIGHT RATE SEED TYPE ALLOWED C. CONTRACTOR SHALL ARRANGE TO HAVE A UTILITY STAKE -OUT TO LOCATE ALL UNDERGROUND UTILITIES PRIOR TO INSTALLATION OF ANY LANDSCAPE MATERIAL. UTILITY COMPANIES SHALL BE CONTACTED THREE (3) DAYS PRIOR TO THE BEGINNING OF WORK, B. IF PLANTS ARE TO BE STOCKPILED BEFORE REPLANTING, THEY SHALL BE HEALED IN WITH MULCH OR SOIL, ADEQUATELY WATERED 60% 5-7 LBS/1000 S. F. "REBEL" TALL FESCUE 90-97 35% "YORKTOWN" PERENNIAL RYE 90 - 98 AND PROTECTED FROM EXTREME HEAT, SUN AND WIND. 5. TREE PROTECTION 5% "STREEKER" REDTOP 90-92 PROJECT No.: V162083 A. CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL EXISTING TREES TO REMAIN. A TREE PROTECTION ZONE SHALL BE C. PLANTS SHALL NOT BE DUG FOR TRANSPLANTING BETWEEN APRIL 10 AND JUNE 30. DRAWN BY: DSH ESTABLISHED AT THE DRIP LINE OR 15 E. IN AREAS DESIGNATED AS SOD„ FESCUE SOD IS TO BE INSTALLED ON MINIMUM 4" TOPSOIL. AREAS TO BE SODDED ARE TO BE PREPARED A5 NOTED ABOVE FOR SEEDED AREAS. CHECKED BY: JQR LOCAL STANDARDS THAT MAY REQUIRE A MORE STRICT TREE PROTECTION THE LIMIT OF CONSTRUCTION DISTURBANCE, WHICHEVER IS GREATER. ZONE SHALL BE HONORED. D. UPON REPLANTING, BACKFILL SOIL SHALL BE AMENDED WITH FERTILIZER AND ROOT GROWTH HORMONE. 15. PLANT MATERIAL SHALL BE GUARANTEED FOR ONE YEAR FROM THE DATE OF SUBSTANTIAL COMPLETENESS. THE CONTRACTOR SHALL REPLACE PLANTS, DEAD, UNHEALTHY, DATE: 6/2212018 FEET FROM THE TRUNK OR DYING OR DAMAGED THROUGH LOSS OF BRANCHES AND/OR FOLIAGE. LAWNS THAT ARE NOT IN GOOD CONDITION AT THE END OF THE GUARANTEE PERIOD SHALL BE REPAIRED SCALE: AS NOTED B. A FORTY-EIGHT INCH (48") HIGH WOODEN SNOW FENCE OR ORANGE COLORED HIGH-DENSITY'VISI-FENCE', OR APPROVED EQUAL, E. TRANSPLANTS SHALL BE GUARANTEED FOR THE LENGTH OF THE GUARANTEE PERIOD SPECIFIED HEREIN. PLANT SHALL BE FOR CONTAINER -GROWN UNTIL A GOOD LAWN RESULTS. IT IS UNDERSTOOD THAT THE OWNER SHALL ASSUME RESPONSIBILITY FOR WATERING ALL PLANT MATERIAL AND LAWN AREA BEGINNING WITH THE CAD I. SD1 MOUNTED ON STEEL POSTS SHALL BE PLACED ALONG THE BOUNDARY OF THE TREE PROTECTION ZONE. POSTS SHALL BE LOCATED AT A TRANSPLANTED AT THE SAME DATE OF SUBSTANTIAL COMPLETENESS. GRADE AS IT BORE IN THE SHRUBS, USE FINGER OR 00, MAXIMUM OF EIGHT FEET (8') ON CENTER OR AS INDICATED WITHIN THE TREE PROTECTION DETAIL. F. IF TRANSPLANTS DIE, SHRUBS AND TREES LESS THAN SIX INCHES (6") DBH SHALL BE REPLACED IN KIND. TREES GREATER THAN SIX NURSERY PLOT PRIOR TO SMALL HAND TOOLS TO PULL PROJECT: ��� INCHES (6") DBH MAY BE REQUIRED TO BE REPLACED IN ACCORDANCE WITH THE MUNICIPALITY'S TREE REPLACEMENT GUIDELINES. THE ROOTS OUT OF THE OUTER C. WHEN THE TREE PROTECTION FENCING HAS BEEN INSTALLED, IT SHALL BE INSPECTED BY THE APPROVING AGENCY PRIOR TO BALLING AND BURLAPPING. ° DEMOLITION, GRADING, TREE CLEARING OR ANY OTHER CONSTRUCTION. THE FENCING ALONG THE TREE PROTECTION ZONE SHALL BE 10. WATERING LAYER OF POTTING SOIL; THEN N"AIRRIGAT ION SYS�F-MS SPECIFICATIONS. PLANTING MIX: CUT OR PULL APART ANYSITE PLAN REGULARLY INSPECTED BY THE LANDSCAPE CONTRACTOR AND MAINTAINED UNTIL ALL CONSTRUCTION ACTIVITY HAS BEEN COMPLETED. A, NEW PLANTINGS OR LAWN AREAS SHALL BE ADEQUATELY IRRIGATED BEGINNING IMMEDIATELY AFTER PLANTING. WATER SHALL BE 1 PART PEAT MOSS ROOTS THAT CIRCLE THE 1. ALL IRRIGATION SUPPLY, LATERAL WATER LINES AND SPRINKLER HEADS ARE TO BE LOCATED A MINIMUM OF 3" BEHIND CURB LINE. I A APPLIED TO EACH TREE AND SHRUB IN SUCH MANNER AS NOT TO DISTURB BACKFILL AND TO THE EXTENT THATALL MATERIALS IN THE 1 PART COW MANURE PERIMETER OF THE CONTAINER ������ D. AT NO TIME SHALL MACHINERY, DEBRIS, FALLEN TREES OR OTHER MATERIALS BE PLACED, STOCKPILED OR LEFT STANDING IN THE TREE PLANTING HOLE ARE THOROUGHLY SATURATED. WATERING SHALL CONTINUE AT LEAST UNTIL PLANTS ARE ESTABLISHED. 3 PARTS TOPSOIL PLANTING 2. MINIMUM BURIAL DEPTH FOR ALL SUPPLYAND LATERALS IS 18". �(JJ PROTECTION ZONE. MIXTURE WILL CHANGE WITH 3" THICK LAYER OF DARK FOR B. SITE OWNER SHALL PROVIDE WATER IF AVAILABLE ON SITE AT TIME OF PLANTING. IF WATER IS NOT AVAILABLE ON SITE, SOIL CONDITIONS BROWN DOUBLE 3. ALL LANDSCAPE AREA ADJACENT TO BUILDINGS AND PARKING AREAS AROUND BUILDINGS ARE TO BE IRRIGATED BY DRIP SYSTEMS, 6, FINISHED GRADING CONTRACTOR SHALL SUPPLY ALL NECESSARY WATER. THE USE OF WATERING BAGS IS RECOMMENDED FOR ALL NEWLY PLANTED SHREDDED HARDWOOD A. UNLESS OTHERWISE CONTRACTED, THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION OF TOPSOIL AND THE TREES. 8-12" MULCH 4. LAWN AREAS OUTSIDE OF PERIMETER SIDEWALKS ARE TO BE DESIGN AND CONTROLLER PROGRAMMED TO IRRIGATE AT OFF-PEAK HOURS. III _ ESTABLISHMENT OF FINE -GRADING WITHIN THE DISTURBANCE AREA OF THE SITE. FINISHED GRADE C. IF AN IRRIGATION SYSTEM HAS BEEN INSTALLED ON THE SITE, IT SHALL BE USED TO WATER PROPOSED PLANT MATERIAL, BUT ANY BEFORE PLANTING, ADD 3 TO 4'° _ 5.SPRINKLERS HEADS ARE TO BE THE FOLLOWING: v, 0 B. LANDSCAPE CONTRACTOR SHALL VERIFY THAT SUBGRADE FOR INSTALLATION OF TOPSOIL HAS BEEN ESTABLISHED. THE SUBGRADE OF FAILURE OF THE SYSTEM DOES NOT ELIMINATE THE CONTRACTOR'S RESPONSIBILITY OF MAINTAINING THE DESIRED MOISTURE LEVEL OF WELL -COMPOSTED LEAVES = II=I I I ,�, I =I I I- PLACE SHRUB ON RAIN BIRD 5000 SERIES THE SITE MUST MEET THE FINISHED GRADE LESS THE REQUIRED TOPSOIL THICKNESS (1 "±). FOR VIGOROUS, HEALTHY GROWTH. AND RECYCLED YARD WASTE I I M B&B -I I I -III ONTAINER FIRM SOIL IN RAIN BIRD 1804 TO BED AND TILL INTO TOP 6" 1-I 1 I _ I =I � -I I -III BOTTOM OF HOLE. RAIN BIRD 1812 wa C. ALL LAWN AND PLANTING AREAS SHALL BE GRADED TO A SMOOTH, EVEN AND UNIFORM PLANE WITH NO ABRUPT CHANGE OF SURFACE 11. GUARANTEE OF PREPARED SOIL -1111 I = I I I=I I = I-III=III _ _ _ = I (= I= AS DEPICTED WITHIN THIS SET OF CONSTRUCTION PLANS, UNLESS OTHERWISE DIRECTED BY THE PROJECT ENGINEER OR LANDSCAPE A. THE LANDSCAPE CONTRACTOR SHALL GUARANTEE ALL PLANTS FOR A PERIOD OF ONE (1) YEAR FROM APPROVAL OF LANDSCAPE = I I=III=III=III= I -III -III III -I I =_-I I I- I I=I I I=III- 6. DRIP SYSTEMS ARE TO BE NETAFIN DRIPLINE, 18"X 18" SPACING WITH .9 GPH EMITTERS. LOCATION ][ ][OO][ SITE REMOVE THE TOP 1/3 OF THE _ _ _ III -i I (- ARCHITECT. INSTALLATION BY THE APPROVING AGENCY. CONTRACTOR SHALL SUPPLY THE OWNER WITH A MAINTENANCE BOND FOR TEN PERCENT -1 I I I I I -I I I -I I 1=1 I I- -I I I. , I I -III -I - __11111 (10%) SEMINOLE TRAIL AND PROFFIT ROAD (10 /o) OF THE VALUE OF THE LANDSCAPE INSTALLATION WHICH WILL BE RELEASED AT THE CONCLUSION OF THE GUARANTEE PERIOD 24" MINIMUM I I I I- UNDISTURBED 7. IRRIGATION CONTROLLER IS TO BE RAIN BIRD, ESP-16LX, AUTOMATIC CONTROLLER, LOCATED IN MECHANICAL ROOM OF BUILDING. o BASKET F PRESENT. ANY D. ALL PLANTING AREAS SHALL BE GRADED AND MAINTAINED TO ALLOW FREE FLOW OF SURFACE WATER IN AND AROUND THE PLANTING AND WHEN A FINAL INSPECTION HAS BEEN COMPLETED AND APPROVED BY THE OWNER OR AUTHORIZED REPRESENTATIVE. AND ALL TWINE SHALL BE SUBGRADE ALEEMARLE COUNTY VIRGINIA BEDS. STANDING WATER SHALL NOT BE PERMITTED IN PLANTING BEDS. REMOVED FROM THE SHRUB 8. NO SUBSTITUTIONS OR DEVIATION FROM IRRIGATION PLAN WILL BE ALLOWED. B. ANY DEAD OR DYING PLANT MATERIAL SHALL BE REPLACED FOR THE LENGTH OF THE GUARANTEE PERIOD. REPLACEMENT OF PLANT BEFORE BACKFILLING. BURLAP SOIL SURFACE ROUGHENED 7. TOP501LING MATERIAL SHALL BE CONDUCTED AT THE FIRST SUCCEEDING PLANTING SEASON. ANY DEBRIS SHALL BE DISPOSED OF OFF-SITE, SHALL BE FOLDED BACK INTOPLANTING HOLE TO BIND WITH NEW SOIL. 9. IRRIGATION SYSTEMS ARE TO BE'WARRANTED BY INSTALLING CONTRACTOR FOR A PERIOD OF ONE YEAR FROM THE DATE OF CERTIFICATE OF OCCUPANCY. A. CONTRACTOR SHALL PROVIDE A FOUR INCH (4") THICK MINIMUM LAYER OF TOPSOIL, ORAS DIRECTED BY THE LOCAL ORDINANCE OR WITHOUT EXCEPTION. IRRIGATION CONTRACTOR IS TO PROVIDE ALL MAINTENANCE, ADJUSTMENT, PROGRAMMING AND WINTERIZATION DURING THE FIRST WARRANTY YEAR. CLIENT, IN ALL PLANTING AREAS. TOPSOIL SHOULD BE SPREAD OVER A PREPARED SURFACE IN A UNIFORM LAYER TO ACHIEVE THE DESIRED COMPACTED THICKNESS. C. TREES AND SHRUBS SHALL BE MAINTAINED BY THE CONTRACTOR DURING CONSTRUCTION AND THROUGHOUT THE 90 DAY REFERENCE: ARCHITECTURAL GRAPHIC STANDARDS 1998 CUMULATIVE SUPPLEMENT 10. SEPARATE WATER METER TO BE FURNISH FOR IRRIGATION SYSTEM, (SUBJECT TO APPROVAL BY TOWNSHIP OR COUNTY UTILITY AUTHORITY). MAINTENANCE PERIOD AS SPECIFIED HEREIN. CULTIVATION,WEEDING, WATERING AND THE PREVENTATIVE TREATMENTS SHALL BEDECIDUOUS �j� ����������Y B. ON-SITE TOPSOIL MAYBE USED TO SUPPLEMENT THE TOTAL AMOUNT REQUIRED. TOPSOIL FROM THE SITE MAYBE REJECTED IF IT HAS PERFORMED AS NECESSARY TO KEEP PLANT MATERIAL IN GOOD CONDITION AND FREE OF INSECTS AND DISEASE. AND ��y NOT BEEN PROPERLY REMOVED, STORED AND PROTECTED PRIOR TO CONSTRUCTION. 11R �J � PLANTING � DETAIL D. LAWNS SHALL BE MAINTAINED THROUGH WATERING, FERTILIZING, WEEDING, MOWING, TRIMMING AND OTHER OPERATIONS SUCH AS I a I B (D.; H - 1 L E R" C. CONTRACTOR SHALL FURNISH TO THE APPROVING AGENCY AN ANALYSIS OF BOTH IMPORTED AND ON-SITE TOPSOIL TO BE UTILIZED IN ROLLING, REGARDING AND REPLANTING AS REQUIRED TO ESTABLISH A SMOOTH, ACCEPTABLE LAWN, FREE OF ERODED OR BARE ALL PLANTING AREAS. THE PH AND NUTRIENT LEVELS MAY NEED TO BE ADJUSTED THROUGH SOIL MODIFICATIONS AS NEEDED TO ACHIEVE AREAS. NOT TO SCALE THE REQUIRED LEVELS AS SPECIFIED IN THE MATERIALS SECTION ABOVE. 12. CLEANUP 28 BLACKWELL PARK LANE, SUITE 201 D. ALL LAWN AREAS ARE TO BE CULTIVATED TO A DEPTH OF FOUR INCHES (4"). ALL DEBRIS EXPOSED FROM EXCAVATION AND CULTIVATION A. UPON THE COMPLETION OF ALL LANDSCAPE INSTALLATION AND BEFORE THE FINAL ACCEPTANCE, THE CONTRACTOR SHALL REMOVE I PLANT MATERIAL SPACED AS WARRENTON, VIRGINIA 20186 SHALL BE DISPOSED OF IN ACCORDANCE WITH GENERAL WORK PROCEDURES SECTION ABOVE. THE FOLLOWING SHALL BE TILLED INTO THE ALL UNUSED MATERIALS, EQUIPMENT AND DEBRIS FROM THE SITE. ALL PAVED AREAS ARE TO BE CLEANED. INCORPORATE 2" OF PEAT INTO 6" OF SPECIFIED. SEE LANDSCAPE Phone: (540) 349-4500 TOP FOUR INCHES (4") IN TWO DIRECTIONS (QUANTITIES BASED ON A 1,000 SQUARE FOOTAREA- FOR BID PURPOSES ONLY [SEE PLANTING MIXTURE, AS SPECIFIED SCHEDULE FOR PROPOSED SPACING. Fax: (540) 349-0321 SPECIFICATION 6.A.]): B. THE SITE SHALL BE CLEANED AND LEFT IN A NEAT AND ACCEPTABLE CONDITION AS APPROVED BY THE OWNER OR AUTHORIZED VA@BohlerEng.com 1.20 POUNDS'GRO-POWER' ORAPPROVED EQUAL SOIL CONDITIONER/FERTILIZER REPRESENTATIVE. 3" THICK LAYER OF N. 11.20 POUNDS'NITRO-FORM' (COURSE) 38-0-0 BLUE CHIP OR APPROVED NITROGEN FERTILIZER DARK BROWN DOUBLE SHREDDED HARDWOOD 1 MULCH � ��� E. THE SPREADING OF TOPSOIL SHALL NOT BE CONDUCTED UNDER MUDDY OR FROZEN CONDITIONS. 1'�, JLCH S5L'FG(FIEC}___..' �✓ �;,_ k Q`. FINISHED GRADE GENERAL NOTES: (k WATER PE.IRMEAHLL ViELG - � HARMER FN9R3� SIF' '%` �,. f � ,�/ 1. THIS PLAN IS TO BE UTILIZED FOR LANDSCAPE PURPOSES ONLY. 1 }t S " APPROVED VEG Et IIJAL �°j *" ��l EXISTING SUBSOIL Vi0 E� MINIMUM 6" TOPSOIL t1 ti 4 ``` 2. ALL DISTURBED UNPAVED AREAS, EXCLUDING PLANTING BEDS, ARE TO BE INSTALLED AS SODDED LAWN IN ACCORDANCE WITH LANDSCAPE _ *`', ~'` .'!� l ,,' SPECIFICATION #2.C., UNLESS OTHERWISE STATED ON THIS PLAN.I,l I .d IC. %JO. ��2�� ' :I�1=1I1=��II �,___�__ ��1-��� �I�LAWN RF _.�__,,, � ��_ �h t=1 1= 1-= I-� 1 11 I ~ 10/9/2018 3. CONTRACTOR TO PROVIDE AN IRRIGATION DESIGN FOR BOTH LAWN AND BED AREAS. DESIGN IS TO BE SUBMITTED TO THE PROJECT I FI€ SHED CRALE- ----_ ` `d (�' j I I t I `" . ' LANDSCAPE ARCHITECT FOR REVIEW AND APPROVAL. CONTRACTOR IS ALSO RESPONSIBLE FOR ANY PRESSURE REDUCING DEVICES REQUIRED ~y` _ - �. TO MEET MAXIMUM PRESSURE REQUIREMENT, TYPICAL PERENNIAL AND GROUND COVER PLANTING I I '= = I -) ssJ �� II. -II �_I- j I w IF�il ll - ly 4. ALL LANDSCAPE BEDS THAT ARE NOT ASSOCIATED WITH A STORMWATER FACILITY ARE TO BE INSTALLED WITH WEED BARRIER FABRIC (SEE _ j I I -1 (1=� I II IIDETAIL). ,*"I_E= I; I I � 1 1 1=1 - SHEET TITLE: ' I I I=III �I I El I! -I i 1- -1 I 5. WITHOUT EXCEPTION, WEED BARRIER FABRIC SHALL NOT BE USED AT THE BOTTOM OR SIDE SLOPES OF STORMWATER BMP FACILITIES. _- l _ UI GIJ V411 I l �17A IL _ r I I MI ( I I ^I �_I I I^ 6. SHRUBS PLANTED ALONG HEAD -IN PARKING STALLS SHALL 8E INSTALLED TO ALLOW A CLEARANCE OF FIVE FEET FROM FACE OF CURB TO D= PROPOSED ON CENTERI-,-- I ALLOW FOR BUMPER OVERHANG. ( ) (- I O.C. SPACING PREPAPE_D rOPSOIL AS-- fa I , ( I ''III` SPCCIL�IED - 11 f ► L , I� �T� TES .SND 7. WHEN APPLICABLE, CENTER OF PROPOSED ORNAMENTAL OR EVERGREEN TREE SHALL BE OFFSET U FROM THE BACK OF RETAINING WALLS SEE LANDSCAPE SCHEDULE (11' FOR SHADE TREES) TO PREVENT WALL FAILURE, FINAL PLANTING LOCATIONS SHALL BE COORDINATED WITH THE WALL DESIGNER, FOR FOR REQUIRED SPACING �° ® ® DETAILS AILS SCALE: [`5[:Ta. ,___ ______r-_ __.____. _-___._.___-r__ S. REV: E� Q.01 2015.03J9 9 SHEET NUMBER: TYPICAL PERENNIAL AND GROUND COVER SPACING & LAYOUT C-702 PERENNIAL/GROUND COVER PLANTING DETAIL NOT TO SCALE (_ H:\16\V162083\DRAWINGS\PLAN SETS\SITE PLAN D0CUMENT5\V1620835DTDWG PRINTED BY: LOSBORNE 10.10.18 G 12:07 AM LAST SAVED BY: LOSBORNE H:116\V162083\DRAWINGS\PLAN SETS\SITE PLAN DOCUMENTS\V162083PL1.DWG PRINTED BY: LOSBORNE 10.10.18 @ 12:08 AM LAST SAVED BY: LOSBORNE H:V M162CMDRAWINGSIPLAN SETSiSITE PLAN DOCUMENTS\V162083PL1.DWG PRINTED BY: LOSBORNE 10.10.18 L 12:08 AM LAST SAVED BY: LOSBORNE / / I Io I X 0., �) I 1) - / I -11 / ­ ,V_1't, .,�'j P) I , 121v - I'll. v � I I !v. , - �, / �7 " 1� 't`�' - 11 1(� _�_�" �-, uj ,� !N Z / ,��,�,\�, co 0 # I / ,� 00 N , ,� , \16 e , ,A\ Q D- ,�e�) ,6 0 '� < P /, , z =) / ,� IZ ,& a) 0 �_, 1� 0 U) - 'I �Am �) 0 7�� �N , �Tl 4 -�,� ,,�� qty \�� o / - !, , 1'c I , � , (I , , X 1. e 9 1, " 1� \ �\ , I 1<� ��,,, �\ , , d C 14 v �, �, I& 63 �� , , �11 �N) ��\��'�, 0 " � .�" I f,\� / ,f A* - / ,;,� 61115,1SIVE11117- r2N 2,917 C� AS 5711019YAl GIV P,.')T � 0111/ D.6 6_7611 � I 11 I I � I / / I � � I I � I , , I � I , I I PROP. S , I , I , I , r "I LIMITS OF DISTURBANC � I � " / I , I I I , �(} / 71 1 , , / /, I y. I I I � I Y , I / 0.0 / Fl, "/ I I I // 1, O� � 0.0 . -/ I !� / 00 , /. I �I 11 I ; 1 I r I � I j - , �r, , I— , I I .1 I I V I ,` I , , , � . I .� � , , / `A,, � ", �, I . , ,�� "', �j If I .1 , ,, I - " (_) ,,,Iil, I I ,� I �c , �", I / I V/ / I " I I 1 Q ,z/,�8_1_ -1V,,, I � 11 Q�l I , -, , I I , / . I 'IV /_ - / I I 0 1 1 , __ , I , I I " /I / / I , " , " -- -, - / , / v Ill - 1 �, / / 1vj/ '11 A,,'rv'1;'0,`ir 1--'ZAZA itC 7 / 'i �� I ) " R 11 11 -q(-. il, ,,; , ?,// 0ol - 16Z? 1 1 / .11, , , c"15 --f-1; . filFrA"k s7el)"?1f, 1, / , I - I , / � Q7 I'll I I/ 6%,j "i, i _ 1. '� ,�,' y , " ,T . / I I ; /� " 1 � � _j/ ". , , 'k- , � , 1 I I / " ""4- �,_�r_ " I ,/' / � , ) LUMINAIRE SCHEDULE LUM NO. LABEL MTG. HT. I A4 20 2 A4 SYMBOL -_ QTY LABEL ARRANGEMENT LUMENS LLF ARR. WATTS TOTAL WATTS MANUFACTURER DESCRIPTION @Cj 3 A4 SINGLE 8891 1.000 134 402 CREE, INC. ARE-EDG-3MB-DA-06-E-UL-BZ-700-57K @q:A 1 As SINGLE 5996 1.000 93 93 CREE, INC. ARE-EDG-3MB-DA-04-E-UL-BZ-700-57K C I A6 SINGLE 1789 1.000 25 25 CREE, INC. ARE-EDG-3MB-DA-02-E-UL-BZ-350-57K t 2 B3 2 @_ 90 DEGREES 12678 1.000 268 536 Cree Inc. ARE-EDG-4M-DA-06-E-UL-BZ-700-57K i 1 B5 SINGLE 9549 1.000 134 134 CREE, INC. ARE-EDG-4MB-DA-06-E-UL-BZ-700-57K 0 18 C2 SINGLE 8924 1.000 92 1656 CREE, INC. CAN -304 -SL -RD -04 -E -UL -WH -700-57K 10 D1 SINGLE 1652 1.000 27.2 272 Cree Inc KR6-20L-35K-120V + KR6T-SSGC-FF 0 2 Si SINGLE 2011 1.000 46.9 93.8 SCOTT ARCHITECTURAL LIGHTING WC1 SCOTT S9131 -L23 -35K -BS 0 2 S2 SINGLE 1119 1.000 22.6 45.2 SCOTT ARCHITECTURAL LIGHTING WC2 SCOTT S9130 -XXX -35K -BS 09 8 W1 SINGLE 4210 1.000 43 344 CREE, INC. SEC-EDG-3M-WM-04-E-UL-WH-350-57K // ) ) / J ,.A,�/ / . " I/ / / , / � Ilk �­, " -,, /� --�, " I �- j EACH OUTDOOR LUMINAIRE EQUIPPED WITH A LAMP THAT EMITS 3,000 OR MORE INITIAL LUMENS � I I ---I ') � 11, ,/ � � ( / q I , I , / �� I ot I -- - / �AWIY I 11 � P"'11 � SHALL BE A FULL CUTOFF LUMINAIRE AND SHALL BE ARRANGED OR SHIELDED TO REFLECT LIGHT " ­� �2 - I "! - �1�rr 1<) 0 /, �V, 1 �� � , -,/, 0.0 1 " 0 / ­/ / " ��) - I i) AWAY FROM ADJOINGING RESIDENTIAL DISTRICTS AND AWAY FROM ADJACENT ROADS. THE --- -1 k/ ) , / ,tf \ I � SPILLOVER OF LIGHTING FROM LUMINAIRES ONTO PUBLIC ROADS AND PROPERTY IN RESIDENTIAL OR I I I � I 11 - I I I i �-O PROP OFF-SITE / /511�� \\,\-,�- 11 /A ---- RURAL AREAS ZONING DISTRICTS SHALL NOT EXCEED ONE HALF FOOTCANDLE. - I SP "I \\ / �, �*.' 0 !" '/��, o', /•0 i �,,,_x ,) � - . .j,jA.NDSCAPE EASEMENT / I I '�_ , - - _� , I el 10 --1 - C\% / , \\ 16 (10 "I � IL "I , // , I I k, / I/• , _k, \ ,,� . 0 ,� z_- - I - -11 0.1 11 * �� � , X It " * lr , -�. f I 1 0.0 / , NOTES: 1� , � I 1_1T_ - I , "I , , / \ v �1 ii � 11 I 11 � / I I I \ �•�, *�i� I . ��",. _01 11, 0.0 -AREA LIGHTS TYPE As & A6 ON 17 FT. POLES MOUNTED ON 0.5 FT. CONCRETE BASES I /� ; � � " , " ,, I I * I � _� / , 0.0 y I I . - � // I , , � �, ,,, ,� 11 Iq � ___ �\ I ,,A 1 - ,_ P 1 / 0.1 -AREA LIGHT #8 INSTALLED ON A 19.5 FT, POLE MOUNTED ON A 0.5 FT, CONCRETE BASE LOCATED __ ',�_ I- I- - � , - . . - 11 - , _5 !O * AT 4 FT. BELOW WAWA FINISHED GRADE; EFFECTIVE MOUNTING HEIGHT RELATIVE TO WAWA - // I � " / 0. -, ��, - 0.1 17 � , �,� I , \1 '� --,,� I .1 //. V11 I // !­ - -,� - t , 0.0 � /':V/ 1 -11 1�_ I 0. �L� �'�-"\_ 0.1 ; 1, FINISHED GRADE IS 16 FT. 1 �� --- __ t, 11 VV v ,� I 't 11 ;, / 0.1 1; ,, . 111/011)'_1 O ./ A2 0.0 I; �� - ALL OTHER AREA LIGHTS ON 19.5 FT. POLES MOUNTED ON 0.5 FT. CONCRETE BASES I . I I 4 _/_ � I . j, .1- ,. � I/ - ALL CONCRETE BASES TO BE 5 FT. BEHIND CURB � I 1, , / 11 lz;� �_�_ - D---.---L­�' " i�____ � - --- t / ­ . __zz:�7 . � \ , p I I 11 0.1 ,/ 1, - , -1- � I "I I � .3 /"to . , � / / I 0. 1�', I I � A .11 �11 - It , 11 / ,, _', _�' ' I- 1 .1 (-) 0. i -1 1� 1� _�, I - 0.0 / , 0.0 6.1 / I, O.:� `-� , L 06 2 � % I ­ I 'r- t. \\ 11 ­ IL M � . � I , , I / v I - " 0 . �7, - " " . 0.7 -, � A rl�P,Ti ;'� ',Jt: I - I � I Ilk , 0.2 1 ­,ff - I. -1, .I � 11 I -`if -� � ,� I '� 1� I _­ ?I ' � / 61C, J,11 �- 1-1- I � - I -a.-17- __ ___ 11 11 , 1.1, IIIAc, "' " t ,7 - - A_ - p_j__ I --� � I I I �_ a-�,- , 7%.f'j/ `�', 0.1 / �VD , ) , --- ,-- -11 � � / FA �'F!,,(,-,, / I I . 0.0 , � 05 ' L'­� " I "', I ,f'4S, En �O.oe _� - -, " ) " ,�' ', , 0� R � 011-, 00 ,,��, � I ___1 ­_'> I I- 1- I ' ' 2--__ . 11 � ) - . __ I - , ,� I -1, I" `,1 :z -_ / -,�� ,/ 1� [ � 0.7 � 1-1 / I I , - , 1 6 I I - I "I"I'_ / .� 1� _", O-.3 PROP. PRIkE TEMP. OFFS TE , _1�1�: Y_, / j ." ... -1 .- 1-1 " a - 7 1 �. - 11 1�-�, -___ - � , "1.5 - '� I . I - ,/, , UID "Ill, ",, i� - ____' i" ,,,I - ' CONSTRUCTION ES 1 � � d I ) I - 0.1 "I , ��, 0 - t 2 , , 1�1_1_r ,_," � �V�l - il '' I � - ,1. ­, , I "I 11 �\, , /// 2 ` _ ,� j � //_//� g. -V'- ______ , � ' �.2 1 , ,_ , , _ / _ _, �_, _ , _ , 0.2 `'_,0.7 /I , " I&/,/. ,, , 1--5 1 '_V 11 " �', - I /I _/_ I /-,, "',I , � � I - 0.1 , , , . " " " , . , , //,� I ,,��, ","a: -_ -_ 11 ­ -­� �"MV, '51 1--c __/1/1 -1, I " 1�� I - ­,� N * 'b , ! I I - /I I - - i r, . , - 0.1 " ­�,,, I ' 3.7- _ 0.1 0.0 � .�, ` 'T :A - ' . _10, . /I 0. " . - '-, 0. -, I'VF_ '�_ "' � L , 1 � 2.4 - � ,-, -_---�5_ -� , r 2111 ). I I I , I i I / I _ , � 9 I . I - . 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I A4 20 2 A4 20 3 A4 20 4 As - 17.5 5 A6 17.5 6 B3 20 7 B3 20 8 B5 16 9 C2 17.11 10 C2 21.53 11 C2 19.32 12 C2 17.11 13 C2 21.53 14 C2 19.32 15 C2 17.11 16 C2 21.53 17 C2 19.32 18 C2 17.11 � 19 C2 21.53 20 C2 19.32 21 C2 17.11 22 C2 21.53 23 C2 i 19.32 24 . C2 1 17.11 LUMINAIRE LOCATION SUMMARY LUM NO. LABEL MTG. HT. 25 C2 21.53 26 C2 19.32 27 1 DI 9 28 D1 9 29 D1 9 30 DI 9 31 D1 9 32 D1 9 33 - DI 9 34 D1 9 35 DI 9 36 D1 9 37 Si 9 38 Si 9 39 S2 8,5 40 S2 - 8.5 41 W1 15 42 Wi 15 43 Wi 15 44 Wi 15 45 Wi 15 46 . W1 . 15 . 1 47 1 Wi -_ - 15 I AR I W1 - I is FOOTCANDLE CALCULATION SUMMARY LABEL AVG MAX MIN AVG/MIN MAX/MIN CANOPY 25.81 44 9 2.87 4.89 DELIVERY 5.03 5.6 4.3 1.17 1.30 ENTRANCES & EXITS 4.97 8.5 1.3 3.82 6.54 PAVED 2.93 11.2 0.8 3.66 14.00 ROW 0.32 0.5 0.0 N.A. - N.A. BELOW 0.38 3.3 0.0 N.A. N.A. ED GRADE 0.64 6.5 0.0 N.A. I 1 � � -ILA ' I I � 1. . . 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I - 0.0 I 1�,j,_ I I 111 - - , ,- 0.0 0.0 0.0 I I SlYz - I * I 0.0 b'O I - - --- 20 10 5 0 20 ik'= 20' HA16\V162083\DRAW1N(3S\PLAN SETS\SITE PLAN D0CUMENTSkV162()83SS1.DWG PRINTED BY: LOSBORNE 10.10.18QI2:08AM LAST SAVED BY: LOSBORNE I I (41 cf] ,2 1 9 -o I �. ? �,- D %rf: �) � 1 17) �P F �!;' � i g . ) ��, �_,4 -, 6� 1 ' ' ,r„' rr - I �%, ., I � � �4 1 �4 ,�- --T 4 . I I , - � �, �;, ,� �� P� e �,,,, , 1 - �, ) Q , �-! J t- fg- ? � <' ,,,�� e-, g C,� �_, - (p .- � P_�, , �-� ,j) � �_:) rL � ,e I P=d � � � � - r -I REVISIONS REV DATE COMMENT BY I 10/9/18 ADDRESS COUNTY JQR - COMMENTS - - KNOW WHAT'S BELOW ALWAYS CALL 811 BEFORE YOU DIG It's fast. It's free. It's the law. I NOT APPROVED FOR - O' PROJECT No.: V162083" DRAWN BY: DSH CHECKED BY: JQR DATE: 6/2212018 SCALE: ill = 20' N.. CAD 1. D.: - Ssi ../ r' PROJECT: PROR IN SITE PLAN DOCUMENTS FOR V_ Am'hwao AW -W 1911111111M " LOCATIONt OF SITE SEMINOLE TRAIL AND PROFFIT ROAD � ALBEMARLE COUNTY, VIRGINIA 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540) 349-4500 - Fax: - (540) 349-0321 ISHEET TITLE: I LIGHTING PLAN I SHEET NUMBER: C-705 SHEET NUMBER: C -*----"06 I H:\16\V162083\DRAWINGS\PLAN SETS\SITE PLAN DOCUMENTS\V162083SD1.DWG PRINTED BY: LOSBORNE 10.10.18 L 12:08 AM LAST SAVED BY: LOSBORNE FINISHED NOTE S- 1. SCHEMATIC ONLY. FINAL DESIGN TO PROVIDE H-20 VEHICULAR LOADING. 2. SEE PLAN VIEW AND PROFILES FOR GRATE AND TRENCH INVERT ELEVATIONS. TRENCH ENCH 1DRIN DE'T'AIL NOT TO SCALE PAVEMENT SECTION TACK COAT (APPLIED AT A RATE OF 0.2 GALLONS/S.Y.) PAVEMENT SURFACE (SEE PAVEMENT DETAIL) CONCRETE -TO -ASPHALT DETAIL TAIL NOT TO SCALE 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 GALVANIZED "U" CHANNEL POST 4" DIA. SCH. 40 GALVANIZED STEEL PIPE BOLLARD PAINTED OSHA YELLOW FILLED WITH CONCRETE PAINT CONCRETE BLACK AFTER CURING AT ASPHALT LOCATIONS PSI CONCRETE 2' MIN. CLEAR ZONE (TYP., LT. & RT.) COMPACTED SUBGRADE (PER GEOTECHNICAL REPORT) NOTE: ONE AT EACH ADA SPACE. WHERE ADA SPACES FACE EACH OTHER WITHOUT WALKWAY, THERE SHALL BE ONE POST WITH SIGNS MOUNTED BOTH SIDES OLLA RD MOUNTED ADA PARKING SIGN D]ETAI NOT TO SCALE H:\165V162083\DRAWINGS\PLAN SE-iS151TE PLAN DOCUMENTS\V162083SD1.DWG PRINTED BY: LOSBORNE 10.10.18 (t� 12:09 AM LAST SAVED BY: LOSBORNE VARIES 2% MAX. CROSS SLOPE L4" CLASS A CONCRETE (3000 P.S.I. (9 28 DAYS) 4" THICK, COMPACTED STONE BASE (TYPE 2a) NOTE 1. EXPANSION JOINTS 1d2" WIDE PREMOLDED BIT. MATERIAL SHALL BE INSTALLED AT 30' INTERVALS, CRACK CONTROL JOINTS TO BE SPACED AT INTERVALS EQUAL TO SIDEWALK WIDTH. CONCRETE SIDEWALK DETAIL NOT TO SCALE NOTES PAVEMENT DIMENSION(S) ON PLAN VIEW REFER TO FACE OF CURB 2'-0" 6" 1 1 ° EX. ASPHALT TO REMAIN MEET EX. PAVEMENT EX. PROP. PAVEMENT b w FRAME TO BE THOROUGHLY z J EMBEDDED IN MORTAR TRAFFIC RATED CLEANOUT COVER CAST -IN-PLACE REINFORCED ------ CONCRETE @ 4,000 P.S.I. 1w.=+::":,' .: w U) LL Q a > w OUTLET PIPE VARIES CONCRETE FOOTING 6 @ 4,000 P.S.L i��, ' Q NOTE S- 1. SCHEMATIC ONLY. FINAL DESIGN TO PROVIDE H-20 VEHICULAR LOADING. 2. SEE PLAN VIEW AND PROFILES FOR GRATE AND TRENCH INVERT ELEVATIONS. TRENCH ENCH 1DRIN DE'T'AIL NOT TO SCALE PAVEMENT SECTION TACK COAT (APPLIED AT A RATE OF 0.2 GALLONS/S.Y.) PAVEMENT SURFACE (SEE PAVEMENT DETAIL) CONCRETE -TO -ASPHALT DETAIL TAIL NOT TO SCALE 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 GALVANIZED "U" CHANNEL POST 4" DIA. SCH. 40 GALVANIZED STEEL PIPE BOLLARD PAINTED OSHA YELLOW FILLED WITH CONCRETE PAINT CONCRETE BLACK AFTER CURING AT ASPHALT LOCATIONS PSI CONCRETE 2' MIN. CLEAR ZONE (TYP., LT. & RT.) COMPACTED SUBGRADE (PER GEOTECHNICAL REPORT) NOTE: ONE AT EACH ADA SPACE. WHERE ADA SPACES FACE EACH OTHER WITHOUT WALKWAY, THERE SHALL BE ONE POST WITH SIGNS MOUNTED BOTH SIDES OLLA RD MOUNTED ADA PARKING SIGN D]ETAI NOT TO SCALE H:\165V162083\DRAWINGS\PLAN SE-iS151TE PLAN DOCUMENTS\V162083SD1.DWG PRINTED BY: LOSBORNE 10.10.18 (t� 12:09 AM LAST SAVED BY: LOSBORNE VARIES 2% MAX. CROSS SLOPE L4" CLASS A CONCRETE (3000 P.S.I. (9 28 DAYS) 4" THICK, COMPACTED STONE BASE (TYPE 2a) NOTE 1. EXPANSION JOINTS 1d2" WIDE PREMOLDED BIT. MATERIAL SHALL BE INSTALLED AT 30' INTERVALS, CRACK CONTROL JOINTS TO BE SPACED AT INTERVALS EQUAL TO SIDEWALK WIDTH. CONCRETE SIDEWALK DETAIL NOT TO SCALE NOTES PAVEMENT DIMENSION(S) ON PLAN VIEW REFER TO FACE OF CURB 2'-0" 6" 1 1 ° EX. ASPHALT TO REMAIN MEET EX. PAVEMENT EX. PROP. PAVEMENT PAVEMENT w z J I— TRAFFIC RATED CLEANOUT COVER DETERMINED BY con SLOPE FLUSH VARIES CONTRACTOR TO MATCH EXISTING PAVEMENT SECTION PROP. 1 1/2" MILL—j I --TACK COAT AND OVERLAY (APPLIED AT A RATE OF 0.2 GALLONS/S.Y.) PAVEMENT WIDENING DETAIL NOT TO SCALE PAVEMENT DIMENSION(S) ON PLAN VIEW REFER TO FACE OF CURB Z-0" 1" 6" 1. CONCRETE FOR CURE31NG SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,000 P.S.I. @ 28 DAYS. 2. CONSTRUCTION STAKING FOR CURB INSTALLATION SHALL BE REFERENCED (CUT OR FILL) TO THE TOP OF CURB. 3. AT CONTRACTOR'S OPTION, THE GUTTER THICKNESS MAY BE INCREASED AT THE EDGE OF PAVEMENT TO MAKE BOTTOM OF GUTTER CONTIGUOUS WITH BOTTOM OF ASPHAL'.T PAVEMENT 4. CONTRACTION JOINTS SHALL BE PLACED @ 10'-0" O.G. TOOLED 1/4" (±1116") WIDE, 1" DEEP. EXPANSION JOINTS SHALL BE PLACED @ 40'-0" INTERVALS, MAXIMUM, AND ALL P.C."S. 5. GUTTER PAN SLOPE TO BE ADJUSTED WITHIN ACCESSIBLE PARKING SPACES TO MATCH SLOPE BETWEEN SPOT ELEVATIONS. CONCRETE CURB B & GUTTER DETAIL NOT TO SCALE �'Lj_j_jj JJJ. 1JJJ JJJ. S JJJ 18" SQUARE CONCRETE JJJ. 1JJJ ENCASEMENT JJJJJJJJ JJJJJJJJ (3000 P.S.1 CONCRETE) 3,000 P.S.1 CONCRETE ASPHALT OR CONCRETE AS TRAFFIC RATED CLEANOUT COVER DETERMINED BY 2" ASPHALT OR CONCRETE TRAFFIC SURFACE Q n•.iM, �L� �Lf �� -_gyp • � C�.i �� 4" SEWER CLEANOUT CAP SAND CUSHION y 3000 P.S.I. CONCRETE 6"PVC ENCASEMENT PIPE TRAFFIC RATED CLEANOUT DETAIL NOT TO SCALE GRADE 4"x4" POSTS, 8'-0' 8" MIN. TO 12" MAX. RAI STRIP AND 6" SPACE FINISHED NOTES: 10" VDOT 21A NOTE. 1. SECTION SHOWN IS BASED ON AN ANTICIPATED CBR OF 5 PER GEOTECHNICAL REPORT PREPARED BY ECS, ENTITLED WAWA 3267 PROFFIT ROAD, DATED 11/17/17 (PROJECT #28:2173). FINAL DESIGN TO BE PROVIDED ONCE FINAL CBR'S ARE AVAILABLE ON COMPACTED SUB -BASE. STANDARD RD D TTY ASPHALT PAVEMENT SECTION NOT TO SCALE COMPACTED SUBGRADE (PER GEOTECHNICAL REPORT) NOTE. 1. SECTION SHOWN IS BASED ON AN ANTICIPATED CBR OF 5 PER GEOTECHNICAL REPORT PREPARED BY ECS, ENTITLED WAWA 3267 PROFFIT ROAD, DATED 11/17/17 (PROJECT#28:2173). FINAL DESIGN TO BE PROVIDED ONCE FINAL CBR'S ARE AVAILABLE ON COMPACTED SUB -BASE. HEAVY DUTY CONCRETE SECTION CONCRETE TANK MAT PAVEMENTS) NOT TO SCALE 10'-0" O.C. MIDDLE UNIT(S) 9'-0" O.C. END UNIT(S) \—COMPACTED SUBGRADE (PER GEOTECHNICAL REPORT) NOTIR: 1. SECTION SHOWN 1S BASED ON AN ANTICIPATED CBR OF 5 PER GEOTECHNICAL REPORT PREPARED BY ECS, ENTITLED WAWA 3267 PROFFIT ROAD, DATED 11/17/17 (PROJECT #28:2173). FINAL DESIGN TO BE PROVIDED ONCE FINAL CBR'S ARE AVAILABLE ON COMPACTED SUB -BASE. STANDARD i ? AJRD DUTY 'CONCRE'T'E SECTION (CONCRETE E CA NOPY MAT PAVEMENTS S & DZ7MPST ER PAD) NOT TO SCALE FULL HEIGHT CURB 2' CURB TAPER r1" RADIUS / 2" PAVEMENT CURB TAPER DETAIL NOT TO SCALE 1) SEE PLAN VIEW FOR TRAFFIC BARRIER LOCATION(S). 5) EACH PLANK SHALL BE SECURED TO EACH POST WITH (2) 3IN. X 6 z IN. CARRIAGE 2) POSTS AND PLANKS SHALL [BE PRESSURE TREATED LUMBER. BOLTS OR WITH (2) t6 IN. x 4 IN. LAG SCREWS WITH WASHERS. BOLTS OR SCREWS 3) PLANKS SHALL BE PAINTED COMPLETELY WHITE, POSTS SHALL BE ARE TO BE PLACED TWO INCHES (2 IN.) FROM EDGE OF PLANKS. PAINTED WHITE ON ALL SIDE=S TO WITHIN SIX INCHES (6 IN.) OF THE GROUND LEVEL. 6) WHERE NECESSARY FOR SAFETY OF PEDESTRIAN TRAFFIC, A FULL EXTENSI%A OF 4) GOOD QUALITY OIL BASE EX',TERIOR GRADE PAINT MUST BE USED. SIX INCH (6 IN.) HIGH THE BARRICADE MAY BE REQUIRED TO THE LIMITS OF THE RIGHT-OF-WAY. INTENSITY REFLECTIVE ORANGE AND WHITE STRIPE TAPE ON ONE SIDE FOR THE FULL 7) WHERE PROVISION MUST BE MADE FOR ACCESS OF EQUIPMENT AND LENGTH OF THE BARRICADE. AUTHORIZED VEHICLES, LOCKABLE GATES MAY BE PROVIDED IN ONE SECTIONI OF THE BARRICADE. TRAFFIC BARRICADE DETAIL NOT TO SCALE R3-2 "ONE WADY" TRAFFIC BION DETAIL NOT TO SCALE 30" O R1-1 SIGN STO RED BKGND -WHITE LETTERS 1/4" x 1/2" LG. PIN HD. BOLTS WITH NUTS & LOCK WASHERS NOTES: 1. ALL STOP SIGNS 30'X30' UNLESS SPECIFIED OTHERWISE ON PLANS. 2. USE VDOT ENCAPSULATED LENS REFLECTIVE SHEETING FOR STOP SIGN LOCATED IN VDOT RIGHT-OF-WAY, PER VDOT ROAD AND BRIDGE STANDARDS. RI -1 "STOP" SIGN DETAIL NOT TO SCALE REVISIONS REV DATE COMMENT BY 1 10/9/18 ADDRESS COUNTY JQR COMMENTS KNOW WHAT'S BELOW ALWAYS CALL 811 BEFORE YOU DIG It's fast. It's free. It's the law. NOT APPROVE® FOR CONSTRUCTION PROJECT No.: V162083 DRAWN BY: DSH CHECKED BY: JQR DATE: 6/22/2018 SCALE: AS NOTED CAD I.D.: SD1 PROJECT: PROia SITE P -TAN DOCUMENTS FOR wci wa LOCATION OF SITE SEMINOLE TRAIL AND PROFFIT ROAD ALBEMARLE COUNTY, VIRGINIA 28 BLACKWELL PARK LANE, SMITE WARRENTON, VIRGINIA 20186 Phone: (540) 349-4500 Fax: (5 40) 349-0321 SHEET TITLE: CONSTRUCTION ION DETAILS SHEET NUMBER: c 8 0 1 2016 ROAD & BRIDGE STANDARDS ' SECTION CAST IRON --+`I�--- %2 SECTION STEEL NOTES 2'-7" LWS CAST WITHER ice. V-3' L 2/i' x 2/p x 1/; 1, DEPTH OF INLET (H) TO BE SHOWN ON COLLA{ 10'-- LONG PLANS. FOR DEPTH GREATER THAN 10' USE T STANDARD 0I -1A A - 3A B jT J N OR IONPL BRACE RIBS 0 B ! 2. THE "N" DIMENSION SHOWN ON THE ��71' I CAST GALV. IRON STEEL ONE WELDED 3L BS I 43,6 L135 JOINT N CLUDWO INCLUDNG I CTOR` LUGS CONNE B ! 2. THE "N" DIMENSION SHOWN ON THE ��71' STANDARDS N+ID SPECIFIED N THE T OF FROM HE INVERT OF WILL BE MEASURED F M T E ONE WELDED T' H OP OF THE T OUTFALL PIPE THE TOP - JOINT l A4 "H" R DIMENSIONS ARE STRICT IRE. PL ESTIMATING P OXIMATE ONLY FOR I PP R WELD ALL AND THE '2 HALL SBE CONNECTORS TO COLLAR yEN510N5 DETERMINED BYES CONTRACTOR FROM FIELD CONDITIONS. BOTTOM 9F THE STRUCTURE, THE INVERT IED ON THE PLANS THE 5. WHEN SPECIE E SHAPED IN ACCORDANCE INVERT IS TO RE AP SECTION B -B WITH STANDARD 5-1. THE COST OF T FURNISHING AND PLACING ALL MATERIALS -� =" 9- INCIDENTAL TO THE SHAPING 15 TO BE INCLUDED IN THE BID PRICE FOR THE y 4'-2" %' z 11/1' x I '" x 4" STRUCTURE. { `ol _ CINE S) DIAMETER = 4 8' t (2 x WALL THI S '----' IF SECTION B B BRICK CONCRETE OR CONCRETE BLOCK PLAN LUG STUD SHEAR 1�-2-.g-H CONNECTORS 4. N THE EVENT THE INVERT OF THE OUTFALL PIPE IS HIGHER THAN THE (GRATE REMOVED) 15 3.1 0.970 4.903 BOTTOM 9F THE STRUCTURE, THE INVERT SEE DETAIL A-+ ice- s SECTION B -B OF THE STRUCTURE SHALL BE SHAPED STANDNG ENT OR POONDNG. OF ERTAR TO INTHE STRICT A E. THE COS OF FURMSHNG -� =" 9- COLLAR DETAIL 1 "MIN RAISED C TERING T NTAL TOD MET PLACING SAPNGALL LISTERIALS TO BE INCLUDED N THE B@ PRICE FOR THE STRUCTURE. 2/z +--� ° -------------------- O PROVIDED WHEN FI I S 5 STEPS MET BE WATER AYS DIMENSIONS FOR DUMP NG WAS TE DRAINS 70 RW FOR DETAILS SEE 4'-0" OR GREATER. R CAST IRON ONLY i AMOUNT DISPLACED WITHOUT APES. THE ST DEDUCTED TO BY PIPES MU BE ED STANDARD 5T-1. TAKE OF DETAIL B 8. THIS ITEM MAY BE PRECAST OR CAST - - CAST IRON IN -PLACE. DETAIL A 2'-6" BRICK 7. #4 X 8" SMDOTH DOWELS AT GASKETEDOa STOP COUPLING 4'-2" HMUWME 2'-7" CLOThi (..�-� 4" DEPTH PGG2 1 = +•{ - SEE DETAIL B = PLACEDIIINTALL AREAS ADJACENT TO ABUTTING, CONCRETE TO PREVENT SETTLEMENT. IN LEU OF DOWELS FEET ' A'> M88,#78OR #e x )DTH 6 QQQQQQQ QQQQQQQ 05 0.765 7.437 4. MATERIALS MAY BE BRICK CONCRETE OR CONCRETE MASHDLE BLOCK. g - N PROVIDED, A 2"K4' NOTCH MAY BE ED - # FOR T -DI D 3. -- E:II!1 v- a. E- n a d. � - 0.785 L961 _ � - � 1.0 0.785 2 223 5 OFS EIS TO HE 5". TKNE S AM 674 IF INLET IS CONSTRUCTED IN MEDIAN CURB OR 10' 2.82 4 5 iP_p„ 4 ._ .. 14 4'-3" to 4'-6" 5 2'-0" 6 4'-1". 6 tE5 STANDARD SEE S ANp ALTERNATE DESIGN. ';-n my- D, COLLAR 74' 3.37 S 3" DIAMETER WEEP OHOE Ee SEE N Q QQQ Q QQQQQQQQ Q � _e i6' 3.65 4 '- " 5 17'-0" 4 3'- 26 4'-3" to 4'-6" 8. 3" DIAMETER WEEP HOLE WIT 12"X12" WARE CLOTH }1 MESH PLASTIC HMD 1 S Zz - - _- a E _ 12., 5-O" 6 B'-1" P_g^ 325 12"-f5"-78" OR 24" QQ QQQQQQQ.QQQQ Q 21'-0" 5 2'-0" fi 9'-1" 6 ,_ ,• 360 4 3'-6" OR GPLYMIZED STEEL WIRE, tlINIMUM BER 4 MES WIRE DIAMETER O.G3 NOMI M HARDWARE- CLOTH ANCHORED FIRMLY 4 '_F R) A • 21. MINIMUM HEIGHT = PIPE DIA+2'-6" WHEN PIPES B. - ME LOCATED UNDER EXTENDED SLOT OF INLET, 2. THE "H" DIMENSION SHOWN ON THE STANDARDS IFI 0 H PANS WILL HE MEASURED AND SPECIFIED ON L LL T TO C CLEAR OF 10. ALL NG STEEL 9E UT OUTSIDE OF TH£ STRUCTURE. TO THE Ou 5 E N V N D. ARE APPROXIMATE ONLY FOR SHALL BE PURPOSES AND THE ACTUAL DIMENSIONS SHALL BE DETERMINED ED 17. (3000CAST-IN PLACE CONCRETE IS TO 8E O BE A3 (3009 P517. PRECAST CONCRETE I5 TO 8E - Q Q Q Q Q Q Q QQQQQQQ 4000 PSI. I/ 'MIM RPM5ED WHEN SPECIFIED ON THE PLANS THE INVERT IS ESE 12. LENGTH OF SLOT (D WILL, N EVERY CASE, BE C�TTERNG 9. CAST IN PLACE C ONCRETE IS TO 8E - DUMP NO WASTE DRAINS TO WATERWAYS eA• A �� _ DETAIL L A IN THE EVENT THE INVERT OF THE OUTFALL PIPE 14. STANDARD INLETS MAY BE CONSTRUCTED WITH 4 7°-6" 4, IS HIGHER THAN THE BOTTOM OF THE STRUCTURE, THE INYERT OF THE STRUCTURE SHALL BE SHAPED CONCRETE BLOCKS W ACCORDANCE WITH THE DETAILS SHOWN ON STANDARD DRAWING LY -MB. f300 P5. PRECAST CLABS A3 0 CUN CRETE IS TO BE' 4000 PSI. SECTION A -A 1"nom i /2 D _ r` PONDING OF WATER W THE STRUCTURE. THE COST OF FURNISHING MID PLACING ALL MATERIALS WC@ENTAL 70 THE SHAPING IS TO BE INCLUDED ALTERNATE METHODS OF ANCHORAGE 10. ANY ALTERN T H THE APPROVAL OF THE ENGINEER SEE DcTAL B CONCRETE QUANTITIES FOR MIN. DEPTH IN THE HD PRICE FOR THE S7RO&Lk. STEPS ARE TO BE PROVIDED WHEN H 15 4'-0" MEETING MAY B E SUBSTITUTED FOR THE CAST )ROW LUGS As swgwN HEREON. CO CRETE 12" GONCREFE PIPE - 1,440 Cki. YD. N APPROXIMATE CA5 7711wl- IR WEIGHT TIC R N15" A7•! TO WATERWAY it. PUMP NO WASTE DR S CONCRETE PIPE - 1,528 CU Y0. CONCRETE GRATE 363 : 18 LBS LETTERING IS REQUIRED ON ALL 01-1 24" CONCRE E PCRETE I PE -1620 1,817 CU. YD. CONCRETE SECT60N C -C SECTION D -D OR VARY BYLOCATION OF MANUFACTURER�TERING MAY ADD 0.469 CU. YD, PER GRATE DETAIL 45• GRATE ADDITIONAL FOOT OF DEPTH. LENGTH 0 ONE (t) RAR. 78, tl: DENOTES LE. F -�"_ - 150 ± 7 LOS CAST IRON - XVDOT 19. ALL REINFORCING BARS 70 BE#5. STANDARD DROP INLET M UM WIRE DI GALVANIZED 0. 31 STEEL WIRE NM DIAMETER 0.03", NUMBER 4 SPECIFICATION REFERENCE ROAD AND BRIDGE STANDARDS 1211 - 24" PIPE; MAXIMUM DEPTH (H) - 101 296 233 SHEET 1 OF 1 REVISION DATE SPECIFICATION 5 13'-6" 26 �2 D4.41 REFERENCE STANDARD 12" - VIRGINIA DEPARTMENT OF TRANSPORTATION 4 13'-6" ROM AND BRIDGE STANDARDS 2010 RUAU 6 BKIULit S I ANUAKUb 2016 ROAD & BRIDGE STANDARDS SEE STANDARAD SL -1 FOR APPLICABILITY OF SAFETY SLABS. B STANDARD MH -1 NOTE: FRAME N COVER THE TOP Of MASONRY IS 70 BE LEFT SUFFICIENTLY LOW TER PERMIT PROPER AND FRE GRADEBEJUSTMENT OEUSE DF MORTAR OR TO Y H BRICK AS DIRECTED BY THE ENGINEER- / 0 fc a - I-V - o w 11 - FLAT SLAB TOP AS DETALED ON STANDARD T -MH -2 MAY B5 o ' SUESTITUTED FOR TAPERED SECTION WHEN APPROVED BY HALF PLAN VIEW MN° -j INEER. - M TO CONFORM I ��CONCRETE. 8 7.2 0.785 2.465 E R THICKNESSES E W THICKNESS SHOWN FOR TO A K 6 ALL CONCRETE TO BE CLASS A3. 7. NVERTSPS TO BEOSHAPEDSIN ACCURDMCE WITH STANDARD IS -1. THE COST OF FURNISHING AND PLACING ALL MATERIALS INCIDENTAL TO THE SHAPING IS TO BE INCLUDED IN THE B@ PRICE FOR THE STRUCTURE. 7.4 0. 85 2.747 9 7 { `ol _ CINE S) DIAMETER = 4 8' t (2 x WALL THI S '----' IF SECTION B B BRICK CONCRETE OR CONCRETE BLOCK HALF SECTION A -A it 1.9 0.970 _ 3.455 12 2.2 0.970 3.817 (WITH FRAME AND COVER REMOVED? 14 2.8 0.970 4-541 15 3.1 0.970 4.903 BRICK CONCRETE INCREMENT 0.45 - 0582 SPECIFICATION REFERENCE MANHOLE FOR 12" - 4811 VIRGINIA DEPARTMENT OF NOTES: 45° P. a' __ ° -------------------- I SHOWN E FOR MDISPLAE 1. nUAN7 TEs H wN M �VULTi- ROAD AND BRIDGE STANDARDS 302 REVISION DATE i AMOUNT DISPLACED WITHOUT APES. THE ST DEDUCTED TO BY PIPES MU BE ED 7-1 TAKE OF QUANTITIES OBTAIN TRUE'QUANTITIES- - CAST IRON TOP 2.A BASE THICKNESS OF 0" WAS USED N COMPUTING CONCRETE QUANTITIES. DEPTH BRICK MANHOLE MANHOLE MANHOLE GASKETEDOa STOP COUPLING I--- O BRICK CONCRETE CONCRETE 3.INCREMENTS TO BE ADDED FOR EACH! ADDITIONAL FOOT OF DEPTH. FEET THOUSANDS CU. YARDS CU. YARDS 5 2'-0" 3 14'-0" 3 9'-6" 294 4 05 0.765 7.437 4. MATERIALS MAY BE BRICK CONCRETE OR CONCRETE MASHDLE BLOCK. g 0.7 6 1.699 APPROVED 6 0.9 0.785 L961 5. IF BLOCKS ARE USED THE MINNLAA 7 1.0 0.785 2 223 5 OFS EIS TO HE 5". TKNE S AM 674 'i1 I ��CONCRETE. 8 7.2 0.785 2.465 E R THICKNESSES E W THICKNESS SHOWN FOR TO A K 6 ALL CONCRETE TO BE CLASS A3. 7. NVERTSPS TO BEOSHAPEDSIN ACCURDMCE WITH STANDARD IS -1. THE COST OF FURNISHING AND PLACING ALL MATERIALS INCIDENTAL TO THE SHAPING IS TO BE INCLUDED IN THE B@ PRICE FOR THE STRUCTURE. 7.4 0. 85 2.747 9 7 { `ol _ CINE S) DIAMETER = 4 8' t (2 x WALL THI S '----' IF SECTION B B BRICK CONCRETE OR CONCRETE BLOCK 10 - 6 0.785 3.009 it 1.9 0.970 _ 3.455 12 2.2 0.970 3.817 13 2.5 0.97D 4.179 14 2.8 0.970 4-541 15 3.1 0.970 4.903 16 3.4 0 970 5.265 17 4.0 1.173 6. 32 INCREMENT 0.45 - 0582 SPECIFICATION REFERENCE MANHOLE FOR 12" - 4811 VIRGINIA DEPARTMENT OF PiPE TRANSPORTATION CULVERTS P. a' __ ° -------------------- BOUT. �VULTi- ROAD AND BRIDGE STANDARDS 302 REVISION DATE SHEET 1 OF 5 7-1 20'16 ROAD & BRIDGE S I ANUAKUS DROP PIPE PIPE STRAPS � .A 1. A rSTA:NLESS STEEL} SPACED EVERT E=3 2` VERTICALLY x 4' /----90" RESTRAINED BEND SEWER INFLUENT PIPE A v 4. `'A ' A 4 m SEWER R .kan P4..� 4 - "PIPE - MAIN PLAN 11 PROFILE -- MIN. 6" BEDDING WITH NO, 68 STONE 1. HEIGHT OF THE VERTICAL DROP PIPE WILL BE DETERMINED BY THE ACSA, BUT SHALL NOT BE LESS THAN TWO (2) FEET. 2. VERTICAL DROP PIPE SHALL BE SDR 26 P.V.C, SIZED THE SAME AS THE INCOMING PIPE AND CONNECTED TO THE DROP FITTING WiTH STANDARD GASKET JOINT. 3. VERTICAL DROP PIPE SHALL BE STRAPPED TO THE MANHOLE AT PIPE JOINTS. STRAPS SHALL BE MADE OF STAINLESS STEEL. 4, SHAPE INVERT AS NEEDED TO PROVIDE SMOOTH TRANSITION FROM DROP CONNECTION DISCHARGE POINT TOSPRING LINEOF MANHOLE INVERT. 5. DROP CONNECTION DISCHARGE FITTING SHALL BE ORIENTED AT 45 DEGREES, INTO THE FLOW. 6. VERTICAL DROP PIPE SHALL BE INSTALLED AT 90 DEGREES FROM THE ACCESS STEPS, 7. MINIMUM 72" DIAMETER MANHOLE REQUIRED FOR A SINGLE 10" OR 12" DIAMETER DROP CONNECTION, OR TWO 8" DIAMETER DROP CONNECTIONS. STANDARD INTERNAL DROP CONNECTION N.T.S. FIG. S -1-C2 TD -30 H:i16\V162083\DRAWINGS\PLAN SETS\SITE PLAN DOCUMENTSiV162083SD1.DWG PRINTED BY: LOSBORNE 10.10.18 @ 12:09 AM LAST SAVED BY: LOSBt7RNE 2016 ROAD & BRIDGE STANDARDS 01-20. 26, 2C EXISTING OR PROPOSED 1/ ]► SIDEWALK. SEE NOTE 15 B BV ED 3'-2" X'I:' I E EXPANSION JOINT JOINT BACK OF SIDEWALK EXPANSION JOINT GALV. MGBX12 3'"� ,.1 g„ --_ 1 -y. -A BARS A-ta �CK;.--.� I—: BSA -i D' _- D _ - ._....5" S 9 i0" G -C j BARS8 Ell�--, v 10" C -C ��-- BARS C d�,- J o. B" c -c 9 ' s ' z, TV i, FACE OF CURB _ O N N W` BARS A �E RACK CONTROL JOIN 9 /0" C -C SECTION B -B COLLAR 6.3,_6,. _ ,_7.. !O MN. 2tDMAx, PLAN VIEW •. r -a^ " 2'-0° I"�-'I --A GARS AL1 L 2/8''X2%z'X'/9' OF L -VARIABLE -MAX. 20' I G4LV• i �PROACH m 2'-Q" a" 2'-2' 8" 3'-0" = SURFACE GALV: MC6X13 -BARS F = H '-2" 1 © WARPED SECTION D -D GALVANIZED MC 6 X 12)I T f_ BARS E SURFACE I L _ _ _ _ _ - 9 6" C -C WELD 1`'9" BEFORE 2" GALV. BM5 8-1 8 _..B 3" DIAMETER 9 b" - C CAL V. WELD L AL BARS E $" WEEP HOLE MC6X12 %z " X 4" SEE NOTE H S UD - CONN SHEAR SECTION C -C CONNECTOR TO COLLAR. FRONT ELEVATION DECREASE T I i" WHEN INLET IS USED SECTION E -E I-2 DI -20 WITH MEDIANS. WARPED GUTTER L APPROACH GUTTER I L il �._.._.-1 nMs A-1 7„ I 1 1--"J = _I hh I I WEEPHOLE i " 11� L 21 "X21 °'X1/4" OW 5" X / I I -.Fl..--- d c o HARS A-1 I-' SEE NOTE 8 BENT PLATES '+l GALYN MZED _ _ SLOPE OF gppe A I - APPROACH _ _I _I ul S e BMS - - 17 0" C -C SURFACE - !& . -121 B 9 F R USE ON GRADES 4" TW OR I x s ��aK 10" GC / rn � � ARS C 1 SMEAR CONN. . Su dd WELDED TO MGL L - 5 8"CC g BARS F Iv Q 2' C -C DI -2C �_-'� IRON �T-11-11u--'il WARPED I - TYPE B TYPE A suRFAa F-1-L., •'STEPS DETAILS SEE NOTE 5 NOSEARDHALL 8E USED WITH CG 7 STANDTYPE A NOSE DETAIL S. USED WITH CG -6 STANDARD. TYPE 0 NOSE DETAIL SHALL BE U D I H FOR USE IN SAGS SECTION A -A OF 68.72£D PLATE FOR TYPE A ED WITH BETON AN ANGLE OF 68.30'AND 5 TO 8E ANCHORED WITH I X4" STUD BOTH SIDES TO BE SYMMETRICAL FOR STEP DETAILS SEE STD. ST -1. SHEAR CONNECTORS WELDED TO BENT PLATTE AT VC -C. 1vOQT STANDARD CURB DROP INLET REFERENCE N ROAD AND BRIDGE STANDARDS 1 OF 2 REVISION DATE 1211 - 24" PIPE: MAXIMUM DEPTH (H) - 9' 233 VIRGINIA DEPARTMENT OF TRANSPORTATION 302 104.03 MH -1 SECTION A -A 2016 ROAD & BRIDGE STANDARDS 2016 ROAD & BRIDGE STANDARDS TES V.D.C.T. OPTIONAL THE LETTERS ARE 0 1 IFUSED THE LETTERS ME TO BE ST THE NOTE; MIN 60' DIAMETER MANHOLE 0 4 .---�,,,,,,� SC HOWN�i REQUIRED. t MH STEP C c"Y?.) 'a 1�,h DROP MAN1101-7- PVC CROSS 4�� I, ` A DI -2A ZQ' T 2'-0" - - - 11-6" 55 USE APPROVED FLEXIBLE RUHHER P. a' __ ° -------------------- BOUT. G?� 2 o LETTERING OPTIONAL (� V ❑ ❑ / 5 2'-9" 3 4'-0" 3 i' -G" 119 U n r \ APPROXIMATE WEIGHT - CAST IRON TOP $'-0" 1'-6" 1$9 5 2'-0" 3 3 O$Z v a �_ 0 A I - I ,.-_ _ --,.. ---- GASKETEDOa STOP COUPLING I--- O No. Lin. Ft.* - PT '- 5 2'-0„ 3 12'-0" 3 Lbs. DROP PIPE PIPE STRAPS � .A 1. A rSTA:NLESS STEEL} SPACED EVERT E=3 2` VERTICALLY x 4' /----90" RESTRAINED BEND SEWER INFLUENT PIPE A v 4. `'A ' A 4 m SEWER R .kan P4..� 4 - "PIPE - MAIN PLAN 11 PROFILE -- MIN. 6" BEDDING WITH NO, 68 STONE 1. HEIGHT OF THE VERTICAL DROP PIPE WILL BE DETERMINED BY THE ACSA, BUT SHALL NOT BE LESS THAN TWO (2) FEET. 2. VERTICAL DROP PIPE SHALL BE SDR 26 P.V.C, SIZED THE SAME AS THE INCOMING PIPE AND CONNECTED TO THE DROP FITTING WiTH STANDARD GASKET JOINT. 3. VERTICAL DROP PIPE SHALL BE STRAPPED TO THE MANHOLE AT PIPE JOINTS. STRAPS SHALL BE MADE OF STAINLESS STEEL. 4, SHAPE INVERT AS NEEDED TO PROVIDE SMOOTH TRANSITION FROM DROP CONNECTION DISCHARGE POINT TOSPRING LINEOF MANHOLE INVERT. 5. DROP CONNECTION DISCHARGE FITTING SHALL BE ORIENTED AT 45 DEGREES, INTO THE FLOW. 6. VERTICAL DROP PIPE SHALL BE INSTALLED AT 90 DEGREES FROM THE ACCESS STEPS, 7. MINIMUM 72" DIAMETER MANHOLE REQUIRED FOR A SINGLE 10" OR 12" DIAMETER DROP CONNECTION, OR TWO 8" DIAMETER DROP CONNECTIONS. STANDARD INTERNAL DROP CONNECTION N.T.S. FIG. S -1-C2 TD -30 H:i16\V162083\DRAWINGS\PLAN SETS\SITE PLAN DOCUMENTSiV162083SD1.DWG PRINTED BY: LOSBORNE 10.10.18 @ 12:09 AM LAST SAVED BY: LOSBt7RNE 2016 ROAD & BRIDGE STANDARDS 01-20. 26, 2C EXISTING OR PROPOSED 1/ ]► SIDEWALK. SEE NOTE 15 B BV ED 3'-2" X'I:' I E EXPANSION JOINT JOINT BACK OF SIDEWALK EXPANSION JOINT GALV. MGBX12 3'"� ,.1 g„ --_ 1 -y. -A BARS A-ta �CK;.--.� I—: BSA -i D' _- D _ - ._....5" S 9 i0" G -C j BARS8 Ell�--, v 10" C -C ��-- BARS C d�,- J o. B" c -c 9 ' s ' z, TV i, FACE OF CURB _ O N N W` BARS A �E RACK CONTROL JOIN 9 /0" C -C SECTION B -B COLLAR 6.3,_6,. _ ,_7.. !O MN. 2tDMAx, PLAN VIEW •. r -a^ " 2'-0° I"�-'I --A GARS AL1 L 2/8''X2%z'X'/9' OF L -VARIABLE -MAX. 20' I G4LV• i �PROACH m 2'-Q" a" 2'-2' 8" 3'-0" = SURFACE GALV: MC6X13 -BARS F = H '-2" 1 © WARPED SECTION D -D GALVANIZED MC 6 X 12)I T f_ BARS E SURFACE I L _ _ _ _ _ - 9 6" C -C WELD 1`'9" BEFORE 2" GALV. BM5 8-1 8 _..B 3" DIAMETER 9 b" - C CAL V. WELD L AL BARS E $" WEEP HOLE MC6X12 %z " X 4" SEE NOTE H S UD - CONN SHEAR SECTION C -C CONNECTOR TO COLLAR. FRONT ELEVATION DECREASE T I i" WHEN INLET IS USED SECTION E -E I-2 DI -20 WITH MEDIANS. WARPED GUTTER L APPROACH GUTTER I L il �._.._.-1 nMs A-1 7„ I 1 1--"J = _I hh I I WEEPHOLE i " 11� L 21 "X21 °'X1/4" OW 5" X / I I -.Fl..--- d c o HARS A-1 I-' SEE NOTE 8 BENT PLATES '+l GALYN MZED _ _ SLOPE OF gppe A I - APPROACH _ _I _I ul S e BMS - - 17 0" C -C SURFACE - !& . -121 B 9 F R USE ON GRADES 4" TW OR I x s ��aK 10" GC / rn � � ARS C 1 SMEAR CONN. . Su dd WELDED TO MGL L - 5 8"CC g BARS F Iv Q 2' C -C DI -2C �_-'� IRON �T-11-11u--'il WARPED I - TYPE B TYPE A suRFAa F-1-L., •'STEPS DETAILS SEE NOTE 5 NOSEARDHALL 8E USED WITH CG 7 STANDTYPE A NOSE DETAIL S. USED WITH CG -6 STANDARD. TYPE 0 NOSE DETAIL SHALL BE U D I H FOR USE IN SAGS SECTION A -A OF 68.72£D PLATE FOR TYPE A ED WITH BETON AN ANGLE OF 68.30'AND 5 TO 8E ANCHORED WITH I X4" STUD BOTH SIDES TO BE SYMMETRICAL FOR STEP DETAILS SEE STD. ST -1. SHEAR CONNECTORS WELDED TO BENT PLATTE AT VC -C. 1vOQT STANDARD CURB DROP INLET REFERENCE N ROAD AND BRIDGE STANDARDS 1 OF 2 REVISION DATE 1211 - 24" PIPE: MAXIMUM DEPTH (H) - 9' 233 VIRGINIA DEPARTMENT OF TRANSPORTATION 302 104.03 MH -1 SECTION A -A 2016 ROAD & BRIDGE STANDARDS 2016 ROAD & BRIDGE STANDARDS TES V.D.C.T. OPTIONAL THE LETTERS ARE 0 1 IFUSED THE LETTERS ME TO BE ST THE ^" i VE DEERaSEDI�fq"INpGHPA5F .---�,,,,,,� SC HOWN�i 1 / BARS C BARS E BARS F WEIGHT 72" C -C TO BE PLACED IN ALL AREAS ADJACENT ❑ 1 ❑ A / ` A DI -2A ❑o❑ocio® 3'-2" 4 3'-6" - - 2'-0" - - - 11-6" 55 SETTLEMENT. 4' 7.95 4 3'-2" 5 5'-0" 4 3'-$" 3 4'-3'° to 4'-6" 5 ,_ „ ,} 2'-0'• 3 p-6•• 84 I LETTERING OPTIONAL (� V ❑ ❑ / 5 2'-9" 3 4'-0" 3 i' -G" 119 Il❑❑ / 8' 2.51 4 3'-2" 5 \ APPROXIMATE WEIGHT - CAST IRON TOP FRAME 239 ± 12 LBS, COVER 137 t 7 LBS. B A SECTION B -B BOTTOM XVD0T SPECIFICATION ROAD AND BRIDGE STANDARDS STANDARD MANHOLE FRAME AND COVER REFERENCE SHEET' 2 OF 5 REVISION DATE VIRGINIA DEPARTMENT OF TRANSPORTATION 224 06;2 302 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% �� (1/4" PER FOOT ) 4. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER 2' MIN DIAMETER OF 4'- 5. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER OF 3 FEET. '7/` 17 I MAIN LINE SALT TREATED FINISHED GROUND 2 x 4 MARKER E SEWER SERVICE LATERAL CONNECTION N.T.S- FIG. Ss2 TD -33 2016 ROAD & BRIDGE STANDARDS UT Tn If 12o N E aC2 M J J -J u C3 L, 0 C} Ew C) 1: �a E U_ ) a EN -� :� ELI- E - �. > 0 0 c ,,// 0 -31 V� <<Y o E £ O � d M It p (!Y1 tD 0 NIO i nq U Q N 2 E u, '-' N CO W w< cow 0 m 00 ~� o _ 1- LL/ d 0 < E -, o o¢ 1E 00 E E £ I Ed - U) _ E N\U �� U E OJ of I N � �ZO LO O CO •- u Z < a <_ 0 of o'� nE Q I- cN E d'E p E w E - E w \ Go - E N d- U) , .. , N0 t`L Mu W V N N < M LL O O TYPICAL MANHOLE FRAME & COVER N,T.S FIG S -1-D 2016 ROAD & BRIDGE STANDARDS 01-2A. 2B, 2C EXISTING OR PROPOSED CPLV. L21j "X21K /2"Xi/4' r)---ESIDEWALK. SEE NOTE 15 8'-8" LIS 3'-6" EXPANSION JOINT �OACK OF SIDEWALK EXPANSION JOINT &' „ 0„ GALV. MC6X12 I _ 3'-2 �j,..n -BARs a -i n r- c BARS � D __ - BARS B �°- WELDED a 70" C -C JOINTS _TYPICAL ��-- I =BAR- "� v 6"CC 9 " 2FACE OF CURB - EyNFLOW (( ��H.-- 2'-7-' BARS A �E t CRACK CONTROL JQW v D,, C -C 3._p.. 2'-2` 8" �C - COLLAR SECTION B B 6' MN. =n 2'-7" O'MAx. PLAN VIEW I0'MAX. r-+•, " 2'-a' N .. -I BARS a-1 L 2',-X2'/,"X'/,, 1!,'X2' "XI%,,•SLOPE OF z - - L -VARIABLE -MAX. 20' G' O- AppgOACH t.2'-0" 6" 2'-2' 0" 3'-0" - -�n-j(='SURFACE GALV. MC6%12 AR F : GALVANFI£0 MC 6X12-, ---�fJ - Q e SMFE E SECTION D -D WELD ''� t BEFORE 2" GA V. B B BARS B-9 3' DIAMETER a 6' C Y. GA L WELD AL I BMS E WEEP HOLE MCBX72 " X 4" %z SEE NOTE 8 STUD SHEAR SECTION C -C CONNECTOR TO COLLAR. FRONT ELEVATION ,DECREASE TO r WHEN INLET IS USED SECTION E -E Di -2A I-28 WITH MEDIANS. WARPED GUTTER Icy-.� APPROACH GUTTER 7.. 7" 1 M--- - / /� X� //,� WEEPHOLE 5'• X 1 •. GPLVANlZED XV4"I8 u'�aafv�a-,-.4-1z!.,B./- - r NPLATES SLOPEOF- 1 BARS A _ - APPROACH _ o iC SURFACEMOR USE CN GRADES"xa" 57Wo. w "y.,SHEARCONN��L "WELDED ,To C aNGL-ES F DI-2CI�-�`1BM IRONR2'C CIAR_ TYPE A suRFACE YPE B L_ _ 7 -',' STEPS NOSE DETAILS FLq ,. SEE NOTE 5W L H L USE WITH CC -7 STANDARD. I 2'-3'• TYPE A NOSE UETA SAL BE 0 TYPE B NOSE DETAIL SHALL BE USED WITH CG 8 STANDARD. Y GALVANIZED PLATE FOR TYPE A ANCHORED BE WI HA ON AN ANGLE OF FOR USE IN SAGS SECTION A -A SHEAR CONNECTORS ND IS OWELDED TO RENT')PLA/tEXAT 27GG--C- BOTH SIDES TO BE SYMMETRICAL FOR STEP DETAILS SEE STD. ST-/. 1VO� STANDARD CURB DROP INLET RE�ESEb'E" ROAD AND BRIDGE STANDARDS SHEET 1 OF 2 REVISION DATE 1211 - 2411 PIPET MAXIMUM DEPTH (H) - 9' ELI VIRGINIA DEPARTMENT OF TRANSPORTATION 104.03 2016 ROAD & BRIDGE STANDARDS 2016 ROAD & BRIDGE STANDARDS CI -3A, 36, 3C EXPAN$04 KEYED P DETAILS -�oINT -- N T r, - Fc . DE NL_ OF INLET CO 5 n r 0" BARS 0 APPROACH S il JOINT FRANE COVER JOINT ANSION _ B CK' OF SI EYALK GUT) ER A C 1 " C SEE STPNDMU I r-' f T - �' I BAR G\' I�� Y GUTTER .}, ,}•, ;" wo - �''< GUTTER BARS C F+ N ' BPR C .% UD AF _ 2 I61 ri ` 5 B F, �T `� ARS F BARS B a HARDWARE p BARS r" - CLOTH _ 1 WEEP HOLE, , ) 1 - _ _ o w SEE NOTE 8 1 1 -STEP AR F MRH A II 11 B/11 -NOTE 5 II BARS D FACE OF CURB-� g• h CR -K CONTROL JOINT OUTTEk CRACK CONTROL JOINT 6 �1 n 2'-0" 3'-U" `� PLAN SECTION A -A 6'MIN 5'MI . ' 1U' PAAX, A 10' MP✓. mss- -- NERVED COAST. JOINT f -- L-VARIABLE -MAX. ?0' MS A r hPPROACH - WARPED 1jT TEA !/ GUTTER 1K - G 6 s G J I --e,II-- 10 e - ``-BARS FBARS E I�1--B Ate -BAIT$ E #3' DIAI,IETEP, - SWEEP HOLE m' BR_ B FRONT ELEVATION eARs F - g' 7-$ g'___.t��-, - _ (GUTTEP, FDACVED) 11 ,. g _O.. /, L� 5x'/W BENT PLATE- � _ SECTION 8 B '` 1 A"R f- 4F.DS.•- T'-PL OSE DETAIL 5HALL BE USED 4`11 H C" 3 5 CC 7 STNVO. /i -/r /<' A N - - '� Gu.vnn¢ED '` TYPE B NOSE DETAIL SHALL BE LI :ED 41ITry Cf, -2 s CG -C ST,NIDARDS. TYPE A �, X 4" STI TYPE B `-'( JD SHEAR CONNECTOR WELDED GALVANIZEG PLATE FOR T'l PE A TO BE BE1Er C1 AN ANGLE OF 66'30' TO ANGLE IRON AT Z'C-C. CONNECTORS AIT) IS TO BE ANCHORED WITH ',p' X 4" STUD SHEAR NOSE DETAILS 'MELDED TO BEAT PLATE AT 2' C -C. - �(�APPR. PAVEMENT 0-3A I L DI -SE I� L _� DI -3C L __ WAP.PETi-PAVEMEIJT I _ 11 -1--�.---_--_.- - -F�r', FLOW ^FLOW -�-7 - 1 1 DETAIL WHEN USED FOR USE ON SHALES ADJACENT TO CURB FDR USE IN SAG; WITHOUT GUTTER 2GTH SIDE$ TO BE SYMMETRICAL SP CIFICATION [ REFERENCE _ DOT ROAD AND BRIDGE ST.MCARDS STANDARIJ CIJRB DRt1i INLET SKEET I OF 2 REVISION DATE 12" - 30" PIPE; MAXIMUM DEPTH (H) - 8' 213 104.090B/IP' VIRGINIA OEPARTMErIT OF TRANSPORTATION 302 2016 ROAD & BRIDGE STANDARDS CG -3 TD -31 i-- -- -- -. -- ._ -- - - -. - - _ _- -- - - - _. - - - -- 105 502 2016 ROAD & BRIDGE STANDARDS 2016 ROAD & BRIDGE STANDARDS 2016 ROAD & BRIDGE STANDARDS TABLE OF QUANTITIES DI -3A, 38, 3C TABLE OF QUANTITIES DI -2A, 28, 2C YARIIBL L REINFORCING STEEL REINFORCING STEEL TYPE CONCRETE BARS A BARS A-1 BARS B BARS 0-1 BARS C BARS E BARS F WEIGHT 72" C -C TO BE PLACED IN ALL AREAS ADJACENT Cu- Yds- No. lin. Ft.4 No. Lin, Ft. J No- Lin- FtA No. Lin, Ft. Nt Na. Lin- Ft,* No, Lin. F .LYE Ne. Lin. Ft.* Lbs. DI -2A 2'-2" 1.71 4 1".. 5 3'-2" 4 3'-6" - - 2'-0" - - - 11-6" 55 SETTLEMENT. 4' 7.95 4 3'-2" 5 5'-0" 4 3'-$" 3 4'-3'° to 4'-6" 5 ,_ „ ,} 2'-0'• 3 p-6•• 84 BARS 0 6' 2.23 3"-2" 5 7'-0" 4 3'-fi" 7 4'-3" to 4'-6" 5 2'-9" 3 4'-0" 3 i' -G" 119 BARS G 8' 2.51 4 3'-2" 5 9'-0" 4 3'-6" 11 4'-3" to 4'-6" 5 2'-0" 3 6'-0" 3 i'-8" 154 D1 -2B 10' 2.79 3'-2" 5 1 IT -1.1 3'-6" 5 4'-3" to 4'-8" 4 $'-0" 1'-6" 1$9 5 2'-0" 3 3 LM. Ft. Rt 12' 3.05 4 3'-2" 5 13'-0" 4 3'-6" 19 4'-315 to 41-8" D'-0" 224 5 2'-0" 3 3 6" Lin- F+ No. Lin. Ft.* E._p.' 4 3•-6" 23 4'-3" to 4'-6" 5 2'-0„ 3 12'-0" 3 Lbs. 16' 3,61 4 3'-2" 5 17'-0" 4 3'-6" - 4'-3" - 4'-6" 5 2'-0" 3 14'-0" 3 9'-6" 294 .26 70' 3.89 4 3'-2" 5 19'-0" 4 3'-8" 37 4'-3" to 4'-6" 2'-0" 3 l6,_p„ 3 1'-B" 329 1 20' 4.17 4 3'-2" 5 21 4 3'-6" 35 4'-3" to 4'-6" 18'-9" '-6" 364 5 2'-0" 3 3 1 - _ B. 2.24 4 3,_2" 5 71_1:, 4 3,_6•, g 4,_3" to 4,_g•, 5 2,_0•, g 2•_1„ 6 Y_6" 195 22 _ 8' 2.55 4 3'-2" 5 9'-0" 4 -3'-6" 10 4'-3" to 4'-6" 2'-0" 6 •-1 6 1'-6" 150 IF INLET IS CONSTRUCTED IN MEDIAN CURB OR 10' 2.82 4 5 iP_p„ 4 ._ .. 14 4'-3" to 4'-6" 5 2'-0" 6 4'-1". 6 tE5 DI -2C 12' 3.09 4 5 13,-0" 4 3'-6" ,B 4'-3" to 4•_6.. g 2'-p^ g 5'-7" 6 ._ i. 220 4 i'-6" 74' 3.37 S 15'-0" 4 3'-6" 22 4'-3" to 4'-6" S 2'-0" 6 6'-1" 6 1'-8" 255 6 i6' 3.65 4 '- " 5 17'-0" 4 3'- 26 4'-3" to 4'-6" 5 2'-0" 8 7'-i" 1'-6" 290 3.02 18' 3.93 3'-2" 5 19,_0" 4 '- „ 30 4'-3" Fo 4'-8" 5-O" 6 B'-1" P_g^ 325 3 20 4.20 4 S'_2" 5 21'-0" 5 2'-0" fi 9'-1" 6 ,_ ,• 360 4 3'-6" NOTE 4 1. DEPTH OF INLET (H) TO BE SHOWN ON PLANS. AALLL HAVE A 9. ALL REINFORCING STEEL 21. MINIMUM HEIGHT = PIPE DIA+2'-6" WHEN PIPES B. MINIMUM COYER OF 2".. ME LOCATED UNDER EXTENDED SLOT OF INLET, 2. THE "H" DIMENSION SHOWN ON THE STANDARDS IFI 0 H PANS WILL HE MEASURED AND SPECIFIED ON L LL T TO C CLEAR OF 10. ALL NG STEEL 9E UT WASTE RAINS T WATERWAYS LETTERING 22: DUMP NO ASE 0 4 T FROM THE VERT OF THE 4U7FPLL PPE TO THE T STRUCTURE. PL "N" DIMENSIONS OP OF THE RUC NI OPENINGS ALL OPENYVGS BY 2" S REWIRE D ON ALL DI -2 GRATES. LOCATION 4F LETTERING MAY VARY BY MANUFACTURE. ARE APPROXIMATE ONLY FOR SHALL BE PURPOSES AND THE ACTUAL DIMENSIONS SHALL BE DETERMINED ED 17. (3000CAST-IN PLACE CONCRETE IS TO 8E O BE A3 (3009 P517. PRECAST CONCRETE I5 TO 8E 3. 1'-6" 8Y THE CONTRACTOR FROM FIELD CONDITIONS. 4000 PSI. I/ 'MIM RPM5ED WHEN SPECIFIED ON THE PLANS THE INVERT IS ESE 12. LENGTH OF SLOT (D WILL, N EVERY CASE, BE C�TTERNG 3. TOSHARED IN ACCORDANCE WITH STANDARD IS -7. THE COST OF FURNISHING AND PLACING ALL SHOWN 4N PLANS, DUMP NO WASTE DRAINS TO WATERWAYS MATERIALS INCIDENTAL TO THE SHAPNG IS TO BE C F R HE 5 RUCTURE. INCLUDED IN THE BIO PRI E 0 T T 13. THIS STANDARD IS INTENDED FOR USE IN CURB ANo GUTTER SITUATIONS Ol•&_Y. DETAIL L A IN THE EVENT THE INVERT OF THE OUTFALL PIPE 14. STANDARD INLETS MAY BE CONSTRUCTED WITH 4 7°-6" 4, IS HIGHER THAN THE BOTTOM OF THE STRUCTURE, THE INYERT OF THE STRUCTURE SHALL BE SHAPED CONCRETE BLOCKS W ACCORDANCE WITH THE DETAILS SHOWN ON STANDARD DRAWING LY -MB. 2'-6" I _ SEI WITH CEMENT MORTAR TO PREVENT STANDING OR I A PONDING OF WATER W THE STRUCTURE. THE COST OF FURNISHING MID PLACING ALL MATERIALS WC@ENTAL 70 THE SHAPING IS TO BE INCLUDED 15. THIS AREA MAY BE EARTHEN IN WHICH CASE T E EXPANSION NTS WILL APPLY ONLY TO H ,101 ER CURB MID GUTT. F `% F IN THE HD PRICE FOR THE S7RO&Lk. STEPS ARE TO BE PROVIDED WHEN H 15 4'-0" 16. CONCRETE QUANTITIES SHOWN ARE FOR DEPTH T OF 5'-2" fTIPES PIPES. THE AMOUNT H7 W - p /a - R AL SEE STANDARDST 1. OR GREATER Fp DETAILS 5. U DEDUCTED TO DISPLACED TD HY ANT T MUST @E LES ED 087NN TRU QUANT TIES, FOR INLETS Y-2" ITEM B PRECAST OR CAST IN PLACE. THIS TEM MAY E RE TOF DIFFERENT DEPTHS PDD OR SUBTRACT 0.28 ' I YARDS CONCRETE FOR EACH FOOT. CJH C OF i" 1P O DIN AT AREAS MATELY 6. 4 X 8" SMOOTH 00 X7 72" C -C BE PLACED IN ALL MEAS ADJACENT 0 ANGLE 1 AS SHOWN SHEET 77. LENGTH F RPM SEE - DETAIL A 71 7. TO PetRTNG CONCRETE TO PREVENT S. 1 OF 2 IS t0 BEL 16" AT 4.10 LBSJFT' 45• GRATE SETTLEMENT. 3" DIAMETER WEEP HOLE TO E LOCATED TO LENGTH 0 ONE (t) RAR. 78, tl: DENOTES LE. F -�"_ - 150 ± 7 LOS CAST IRON - 8. DRAIASE MATERVJ-. WEEP HOLE WITH 12"X12" PLASTIC HARDWARE CLOTH 1/4" MESH 19. ALL REINFORCING BARS 70 BE#5. 3 M UM WIRE DI GALVANIZED 0. 31 STEEL WIRE NM DIAMETER 0.03", NUMBER 4 SLOTS WILL DIRECT 2 0. GRATE TO BE INSTALLED SO LOT WATER TOWARD THE INLET THROAT. SECTION F -F CLOTH ANCHORED FIRMLY TO THE OUTSIDE TO T E OUTSIDE T -O" 296 OF THE STRUCTURE. ,6' 7.33 SPECIFICATION 5 13'-6" 26 6'-7" 6'-i War REFERENCE STANDARD 12" - CURB DROP INLET 2411 PIPE; MAXIMUM DEPTH (H)-9' 4 13'-6" ROM AND BRIDGE STANDARDS 233 REyI50N PATE SHEET 2 OF 2 302 76' VIRGINIA DEPARTMENT OF TRANSPORTATION 5.66 5 15'-6" 7 tCO4 2016 ROAD & BRIDGE STANDARDS 2016 ROAD & BRIDGE STANDARDS TABLE OF QUANTITIES DI -3A, 38, 3C 2016 ROAD & BRIDGE STANDARDS NOTES) L THIS ITEM MAY BE PRECAST OR CAST IN PLACE, 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 PSI IF PRECAST. 3. CURB HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF CUM WILL BE PAID FOR AS RADIAL CLQ. 4. THE DEPTH OF CURB MAY 6E REDUCED AS MUCH AS ,(RETHOS-M�O6ENORDER TINCREASED OFF.THE U RBWILLL CNCt WITH THE TOP OF A COURSE OF TFE PAVEMENT SUBSTRUCTURE.. OTHERWISE THE DEPTH IS TO BE 16" AS SHOWN. NO ADUJSTMENtT iN THE PRICE M tS TO BE MME FOR A DECREASE OR AN BiCREASE M DEPTH, 5 CG -3 IS TO BE USED ON ROADWAYS MEETING THE DI -13 L AREA OF SLOT YARIIBL 1 PT F T H TO BE SHOWN ON ALMS. 7. DEPTH 0 VILE (7 REINFORCING STEEL _ AREA. MAY BE EARTHEN N WHICH CASE /5 THIS M PAY LINE '- ' BRIDGE SEE ST'D. CR -FOA -2 72" C -C TO BE PLACED IN ALL AREAS ADJACENT XP 0 JOINTS APPLY ONLY TO THEE AN51 N 2. TYPE 10 ABUTTING CONCRETE TO PREVENT CURB MD GUTTER. Concrete BMSA SETTLEMENT. BARS B 4 , p OARS C BARS 0 BARS E BARS F FOR ESTIMATING PURPOSES AND THE ;CTU% N E MINED BY THE MENSIO 5 SHALL BE DET R ..... BARS G WEIGHT 1��I� t J Ft. S . Ft. Cu. Yde, No- Un. Ft. 1f Nn. LM. Ft. Rt No. Lin. Ft. * No. Lin- F+ No. Lin. Ft.* No. Lin. FtA No. Lin. FtA Lbs. DI -3A 2'-6" 1.15 .26 - - - - 1 T-7" 3 3'-2" - _ _ - g ._O,. 22 PLACE CONCRETE IS TO BE CLASS A3 (3000 PSI). PRECAST Co CRETE 15 ro aE aoo0 Psl. 4' .8 IF INLET IS CONSTRUCTED IN MEDIAN CURB OR 5 T-&" 2 -7" t - 3 5'-7" 3 3'-2" 4 i'-6" 3 1•-6" 4 '- 6 SR AK LINE 6' 2.75 3.02 5 3'-0"' 6 - '-1 " 3 5'-7" 3 3'-2" 4 3'-6" 3 I'-6" 4 T- •• 111 F TH N OF THE BRIDGE TERMINAL WALL. IN LOCATIONS ROM E E 0 THE B. 3.67 3 46 5 5'-6" 10 '_ ., ,_ .. 3 5'-7" 3 Y-2" 4 '-5" 3. 1'-6" 4 11-1.1 8 DI -36 10' 4.58 3 0 5 7'-6" 14 6'-7" to 5'-10" 3 5'-7" 3 3'-2" 4 7°-6" 3 P-6" 4 •_ " 4 1 5.50 4.34 5 0'-6"18 SECTION A A '-T' W-10" 3 5'-7"3 Y-2" 4 91-61• 3 1'-8„ {T-0.. SHOULDER SLOT INLET REFE EFICNCEE 14' 6.42 4.78 5 11'-6" 22 '-7" '-1'" 3 5'-7" 3 3'-2" 4 11'-6" 3 11-8" 4 T -O" 296 ,6' 7.33 5.22 5 13'-6" 26 6'-7" 6'-i 3 5'-7" 3 3'-2" 4 13'-6" 3 i'-8" 4 9'- " 345 76' 6.25 5.66 5 15'-6" 30 •_ •,,:_I, '- •• 3 5'-7„ 3 3'-2" 4 /5'-S" 3 1'-8" 4 •_ 391 26' 9.77 6.09 5 17'-6" 3+ 6'-7" o 6'-10" 3 S'-7" '3 3'-2" 4 17'-6" - 3 7'-5" 4 1'- 438 6' 2.75 3.01 70 P_g•• 4 6'-7" to -•_10,• 5 5'-7" 3 3'-2" 8 1'-9" 6 1'•6" 2 111 8' 3.67 3.45 10 2'-9" 8 6'-7" tb W-10" 5 5'-7" 3 3'-2" 8 2'-9" 6 V-6" 2 - 158 10' 4.58 3.89 i0 3'-9" 12 W-7" to 6'-10" 5 5'-7" 3 3'-2" 8 3'-9" 6 1'-6•' 2 - ZOS IT 5.50 4.33 19 4'-9" 16 6'-7" o 6'-10" 5 V-7" 3 3'-2" 8 4'-9" 6 1'-6" 2 - 2 DI -3C 14' 6.42 4.77 t0 5'-9" 20 W-7" to 6'-10" 5 I.,., 3 3'-2" 8 5'-9" fi i'-6" 2 298 16' 7.33 5.21 10 6'-B" 24 6,-7" to "-10" 5 5'-7°' 3 3'-2" a 6'-9" 6 1'-6" 2 - 345 18' 8. 5 5.65 10 T-9" 28 6'-7" to 6'-10" 5 5'-7" 3 3'-2" 8 7'-9" 6 9'-6" 2 2 D' 9.17 .09 10 0'-9" 32 V-7" to B'_i0" 5 5'-7" 3 3'-2" $ 8'-9" 6 1'^6" 2 439 2016 ROAD & BRIDGE STANDARDS NOTES) L THIS ITEM MAY BE PRECAST OR CAST IN PLACE, 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 PSI IF PRECAST. 3. CURB HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF CUM WILL BE PAID FOR AS RADIAL CLQ. 4. THE DEPTH OF CURB MAY 6E REDUCED AS MUCH AS ,(RETHOS-M�O6ENORDER TINCREASED OFF.THE U RBWILLL CNCt WITH THE TOP OF A COURSE OF TFE PAVEMENT SUBSTRUCTURE.. OTHERWISE THE DEPTH IS TO BE 16" AS SHOWN. NO ADUJSTMENtT iN THE PRICE M tS TO BE MME FOR A DECREASE OR AN BiCREASE M DEPTH, 5 CG -3 IS TO BE USED ON ROADWAYS MEETING THE DI -13 F --C NOTES YARIIBL 1 PT F T H TO BE SHOWN ON ALMS. 7. DEPTH 0 VILE (7 X H DOWELS T APPROXIMATELY #4 8 SMOOTH A _ AREA. MAY BE EARTHEN N WHICH CASE /5 THIS M PAY LINE '- ' BRIDGE SEE ST'D. CR -FOA -2 72" C -C TO BE PLACED IN ALL AREAS ADJACENT XP 0 JOINTS APPLY ONLY TO THEE AN51 N 2. THE DIMENSION SHOWN N THE STANDARDS 10 ABUTTING CONCRETE TO PREVENT CURB MD GUTTER. ` IH cl-I `'Y EIT'R AND5 CIFIED ON THE PLANS WILL BE FROM THE INVERT OF THE OUTFALL SETTLEMENT. 16. CONCRETE QUANTITIES SHOWN ARE FOR DEPTH 4 , p PIPE TO THE TOP OF THE STRUCTURE. 8. PLAN "H" DIMENSIONS ARE PF'PROXIMATE ONLY 3" DIAMETER WEEP HOLE TO BE LOCATED TO DRAIN SUBBASE MATERIAL. WEEP HOLE WITH TH7 OP 5'-2" WITHOUT PIPES. THE AMOUNT DISPLACED BY PIPES MUST BE DEDUCTED TO SHALL BE PAD FOR AS RADIAL COMBINATION FOR ESTIMATING PURPOSES AND THE ;CTU% N E MINED BY THE MENSIO 5 SHALL BE DET R ..... 72"X12" PLASTIC HARDWARE CLOTH I/" MESH I NM IR GALVANIZED STEEL W RE, M i UM W E OBTAIN TRUE QUANTITIES, FOR INLETS OF DIFFERENT DEPTHS ADO OR SUBTRACT 0.32 1��I� t J CONTRACTOR FROM FIELD CONDITIONS, DIAMETER 0.03", NUMBER 4 MESH HARDWARE DI 7 E OUTSIDE CLOTH ANCHORED FIRMLY TO CUBIC YARDS OF CONCRETE FOR EACH FOOT OF DIEPTH. 3. WHEN SPECIFIED ON THE PLANS THE INVERTIS OF THE STRUCTURE - {SEE NOTE 81 THE PAVEMENT. 5. ALLOWABLE CRITERIA FOR THE USE OF CG -6 IS BASED ON ROADWAY CLASSIFICATION AND TO EE SHAPED O ACCORDANCE WITH STANDARD IS -i. THE COST OF FURNISHING AND PLACING ALL 9, ALL REINFORCING STEEL SHALL HAVE A MIN, 17, LENGTH OF ANGLE IRA AS SHOWN N SHEET 1 OF 2 IS TO BE 1+16" AT 4.70 LBS.7FT.. BRIDGE TERMINAL WALL MATERIALS INCIDENTAL RI THE SHAPING IS 70 BE WCLUOEO IN THE BID PRICE FOR THE STRUCTURE. COVER OF 2'. 18. -%' DEMOTES LENGTH OF ONE (1) 0M. I I. - I I 10. IN THE EVENT THE INVERT CF THE OUTFALL ALL REINFORCING STEEL TO BE CUT CLEAR OF ALL OPENINGS BY 2', 19. ALL REINFORGNG BMS TO BE#5. 4. PPE IS HIGHER THAN THE BOTTOM OF THE STRUCTURE, THE INVERT OF THE STRUCTURE 11, CAST -IN PLACE CONCRETE IS TO BE CLASS A3 20. WHEN INLET IS USED N 4'-0" MEDUN, BACK OF FLOYL,-_ SHALL BE SHAPED WITH CEMENT MORTAR TO PREVENT STANDING OR PONDING OF WATER (3000 PSD'. PRECAST CONCRETE IS TO 8E 4000 PSI. INIS TO BE SHAPED TO CONFORM TO PROPOSED CURB. I. THIS UNIT MAY BE PRECAST OR CAST IN PLACE. CAST IN IN THE STRUCTURE. THE COST OF FURNISHING AND SHAPING ALL MATERIALS INCIDENTAL TO 72. THE BIO THE SHAPING IS TO BE INCLUDED N E LENGTH SLOT (U WILL N VERY CASE BE W N E , SHOWN ON. PLANS. PLACE CONCRETE IS TO BE CLASS A3 (3000 PSI). PRECAST Co CRETE 15 ro aE aoo0 Psl. LEFT HMD RIGHT OR LEFT HAND tON GRADE LOCATIONI ?SAG LOCATION) PRICE FOR THE STRUCTURE. 93 IF INLET IS CONSTRUCTED IN MEDIAN CURB OR PAY LINE PLACE GUARORAL POST TO AVOID CONFLICT 5. STEPS ARE TO BE PROVIDED WHEN H IS 4'-O" WITH INTEGRAL CURB GUTTER IS TO BE N F INLET. EDO LE GUARDRAIL POST TBLDC KOUT AND TYPE II LENGTH -B" OR CREATE. FOR DETAILS SEE STANDARD ST -1. OMITTED (SEE OETA4.). RAIL ELEMENT ASPHALT CONCRETE CURB NOT SHOWN) BACK-UP MATERIAL REQUIRED 6- THIS REM MAY BE PRECAST OR CAST -IN-PLACE. 14, STANDARD INLETS MAY BE CONSTRUCTED WITH CONCRETE BLOCKS IN ACCORDANCE WITH THE SR AK LINE 5. WHEN THIS INLET IS USED IN A SAG LOCAr10N EITHER A RIGHT A OETAL$ SHOWN ON STANDARD DRAWING DI -MB. HAND OR A LEFT HAND UNIT MAY BE USED. 2 6. BACKFILL TO BE PLACED AND COMPACTED N ACCORDANCE WITH SPECIFlCA710N SECTION 303.09 OF THE ROAD AND BRIDGE SPECIFICATIONS. LO W �V'T REFERENCE STANDARD CURB DROP INLET F TH N OF THE BRIDGE TERMINAL WALL. IN LOCATIONS ROM E E 0 THE ROAD AND BRIDGE STMOAR13S 233 THAT APPROACH LL EXTENDING BEYOND END OFTHEBRIDCEAITERMIN� WALL.E 0I13 STRIICTUE SHALL BE PLACED A MINIMUM OF 5 FEET BEYOND THE END OF THE 12" - 30" PiPE: MAXIMUM DEPTH (H) - 8' I REVISION DATE SHEET 2 CF 2 302 8. STANDARD CG -3 CONCRETE CURB SHALL BE PLACED FROM THE Y VIRC4NIA DEPARTMENT OF TRANSPORTATION ) END OF THE INLET TO THE BEGINNING OF THE BRIDGE TERMINAL W ASPHALT CONCRETE CURB BACK UP MATERIAL SHALL 0E ALL. AS AL 104.10 2016 ROAD & BRIDGE STANDARDS NOTES) L THIS ITEM MAY BE PRECAST OR CAST IN PLACE, 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 PSI IF PRECAST. 3. CURB HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF CUM WILL BE PAID FOR AS RADIAL CLQ. 4. THE DEPTH OF CURB MAY 6E REDUCED AS MUCH AS ,(RETHOS-M�O6ENORDER TINCREASED OFF.THE U RBWILLL CNCt WITH THE TOP OF A COURSE OF TFE PAVEMENT SUBSTRUCTURE.. OTHERWISE THE DEPTH IS TO BE 16" AS SHOWN. NO ADUJSTMENtT iN THE PRICE M tS TO BE MME FOR A DECREASE OR AN BiCREASE M DEPTH, 5 CG -3 IS TO BE USED ON ROADWAYS MEETING THE DI -13 F --C 6- ° YARIIBL N "I 15" CORRUGATED PIPE 70'•61 SEE ROM7 MD 0 PAY LINE '- ' BRIDGE SEE ST'D. CR -FOA -2 SHOULDER PLACE GUARORNL POST TO AVOID SEE TERMINAL WALL FOR GUARDRAL BE BREAK LINE CONFLICT WITH 15" CORRUGATED PIPE NOTE R1 I 2. CONCRETE TO BE CLASS A3 IF OAST iN PLACE, 4000 PSI IF PRECAST. ` IH cl-I `'Y �i'- ---- Name: 10 4 , p ---- ---- - --' --' _ '� SHALL BE PAD FOR AS RADIAL COMBINATION 34 6z/a APPROACH CURB &GUTTER. 1��I� t J SLAB City, State, Zip: T PARE,I G . TIF USED/ CONCRETE CURB EDGE OF PAVEMENT {SEE NOTE 81 THE PAVEMENT. 5. ALLOWABLE CRITERIA FOR THE USE OF CG -6 IS BASED ON ROADWAY CLASSIFICATION AND Cross Section of Sleeve �- C PLAN DESIGN SPEED AS SHOWN IN APPENDIX A OF 2" R THE ROAD DESIGN MANUAL IN THE SECTION BRIDGE TERMINAL WALL (BRIDGE RLN ON & RUN OFF LOCATION) TOP CAP GALV. STEEL w I I. - I I 8" ( ".I � 11 2'-O" TIE CURB INTO BRIDGE SECTION D -D TERMINAL WALL FLUSH. SEE OW ,AFL FLO - FLOYL,-_ NOTES NOTE 9 _ ���"'�"'` Z � p 4/ I. THIS UNIT MAY BE PRECAST OR CAST IN PLACE. CAST IN ELEVATION ELEVATION ELEVATION PLACE CONCRETE IS TO BE CLASS A3 (3000 PSI). PRECAST Co CRETE 15 ro aE aoo0 Psl. LEFT HMD RIGHT OR LEFT HAND tON GRADE LOCATIONI ?SAG LOCATION) RIGHT HAND (ON GRADE LOCATION) 2. ALL REINFORCING STEEL 15 TO BE GRADE 60. PAY LINE PLACE GUARORAL POST TO AVOID CONFLICT PI T P N THE WN RA OR LOWER J. PES ARE 0 E LAZED 0 E DO GRADE RE WITH D'0 TYPE I LENGTH •IO' -8" 15" CORRUGATED PIPE. N F INLET. EDO LE GUARDRAIL POST TBLDC KOUT AND TYPE II LENGTH -B" 1 " CORRUGATED 5 CORRUO + PRECAST IT i FURNISHED WITH PIP PLACED TO RECAS UN S MUS BE U SHED ES L RAIL ELEMENT ASPHALT CONCRETE CURB NOT SHOWN) BACK-UP MATERIAL REQUIRED PIPE SHOULDER F T THE F E G OR LE ACCOITpI TH RI HT T M 0 E LOO DOWN GRADE WHEN FACING THE INLET FROM THE CENTER OF THE ROAD. g SR AK LINE 5. WHEN THIS INLET IS USED IN A SAG LOCAr10N EITHER A RIGHT A A HAND OR A LEFT HAND UNIT MAY BE USED. 2 6. BACKFILL TO BE PLACED AND COMPACTED N ACCORDANCE WITH _ _ _ _ _ -t- -H _ _ _ _ - SECTION 303.09 OF THE ROAD AND BRIDGE SPECIFICATIONS. LO W ASPHALT 7. DI -13 STRUCTURE SHALL BE LOCATED A MINIMUM OF Il FEET -..- W PA .s MPEG vE0 CURB F TH N OF THE BRIDGE TERMINAL WALL. IN LOCATIONS ROM E E 0 THE SHOULDER �-B EDGE OF (SEE NOTE 9) THAT APPROACH LL EXTENDING BEYOND END OFTHEBRIDCEAITERMIN� WALL.E 0I13 STRIICTUE SHALL BE PLACED A MINIMUM OF 5 FEET BEYOND THE END OF THE P i I APPROACH SLAB. ASPHALT CURB PLAN 8. STANDARD CG -3 CONCRETE CURB SHALL BE PLACED FROM THE ,SEE NOTE 91 (ROADWAY LOCATION) ROAD ) END OF THE INLET TO THE BEGINNING OF THE BRIDGE TERMINAL W ASPHALT CONCRETE CURB BACK UP MATERIAL SHALL 0E ALL. AS AL N T „Xg„X 2.,X11 „ OON BOLTS / R / ASPHALT CURB �ENDI P LACED BEHIND CCS AS SHOWN IN SECTION C -C. THE COST OF R T CONCRETE BACK UP MATERIAL CG -3 CURB AND ASPHAL CONC E E CURB F IN TRI HT ANGLE WITH SEL L�CK CC (SEE NOTE 9) C NUT AND FLAT HER. GALVANIZED, TOP AP V. T GAL STEEL X PN FOR RAT Y FROM THE i-1 TR i R. 5 ALL BE D 0 SEPE EL OM E 0 3 S UC U E AS PHRLi CURB t N T 1 SEE D E 9 M- T R H EXTENDED 5 FEET 9. STANDAR D C 3B ASPHALT CUB SHALL BE E OED E F LO P T THD N THE INLET M iRIN51T10N DOWN GRADE AS EE DOF E LE 0 '� V R N TH R MAY N YON E LE EL. LONGE LEG SOF CUB BE NEEDED BEYOND TX TRANSITIONED N IN FEET. TH THIS LMT AND EN RMS ONED OOW 5 EE SEE E •5 BMS J o12" C -C R WAY PAN F THE REQUIRED LENGTH THE COSI OAD PLAINS OR E EOIN EO LEG OF CURB. z•-il+l -- •5 BMS U 0 +" C -C OF MG 36 CURB AND ASPHALT CONCRETE CURB BACKUP MATERIAL H P F T V F THE I-1STRUCTURE. 5 ALL BE ND OR SEPERA EL FROM E D 3 s3 BMS L 9 12" C -C ST -0. IS -1 SHAPING ID,FOR DETAILS OF SLOT INLET AND PIPE INSTALLATION, SEE SECTION A A REQUIRED SECTION B-8 ON SHEET 2 OF 2. SPE ON �VDOT SHOULDER SLOT INLET REFE EFICNCEE ROAD AND BRIDGE STANDARDS VIRGINIA DEPARTMENT OF TRANSPORTATION Z33 SD2 SHEET 1 OF 1 REVISION DATE 1x09 )0+-35 ASPHALT CONCRETE CURB BACK -IA MATERIAL SHOULDER BRFIN LINE 6- ° --=. Steel Pipe OD = 6.625" Standard Colors:Yello4v, Red, Black, Blue, Brown, Gray, Crean, Ganga, &White 4.04's #t + 1' MN. �0-XGA± r m COVER t J,Ir CORRUGATED TWO BAND COUPLING BM05 WITH ANGLES - 1. ATTACH ANCHOR GUY COUPLNO WITH CALM. STEEL E & GALV. CLAMPS. SEE STD OR -FOA -2 FOR DETAILS - ASPHALT BACK -LP MATERIA - SECTION C -C P I TYPE II MAR X MARK % U I 1(P- U I 20'-4 " SPECIFICATION EFERENCE 233 302 GUARDRAIL ST -D. CR -2. AS SPECIFIED DI -13 ON PLANS. SEE STANDARD MC -4. NOTES -H 1. SEE SHEET 1 OF 2 (104.351 OF ROAD AND BRIDGE STMDAADS APPf10ACN FOR ADDITIONAL DESIGN AND PLACING IIEORMATION. -P AVED SHOULDER " I To FABRICATED FROM A-30 STEM PLATE THICK. 2 TOP CPP B T /4 WARPED ALL JOINTS ARE TO BE WELDED USING I/4" FILLET WELDS N+0 THE 'PAVED SHOULDER COMPLETE UNIT IS TO BE GALYAIRED. EDGE OF I PAVEMENT 3- GUARDRAIL MUST BE FLUSH WITH THE FACE OF CURB. k6 BIAS H v 4" C -C k3 BARS L v 12" C -C V iJii N U Y • a MSC „ I 5•_0 4" •.. 4,. _O .. 1._2, 0" _g.. 2 PAY WE E O O -ARCHOR GUY N _J I _IL _ ____1__Aj SECTION 6-13 111•30' Y4., 0 Hot E PLAN TOP CM WEIGHT 56 LBS. PER EACH V-0" SECTION 11N ,. WIRRAL2.-O..I g.. STD CG -3 -I,� 2' O" 4/B.. 4%„ SECTION E -E END VIEW TOP CAP DETAIL SHOULTYPICAL METHOD OF INSTALLATION MPRODDEER PAYED FOR PIPE ON FILL SLOPE BENDING DIAGRAM TYPE I & TYPE II o= rF �� >' N BMS L TYPE I„ 99• TYPE II- 95• PEI • BI YPE I - 86 BMS U --=. Steel Pipe OD = 6.625" REINFORCING STEEL SCHEDULE TYPE I TYPE II A NARK SIZE N0. SP LENGTH NMN SIZED SPA LENGTH N H 20'-4" H 4I6 8 4" 10'-4" 413 8 4' " 8'- ' TO 2'-0 H-1 4 4' H-1 416 H-2 *5 H-2 #5 4 4" 12'-B -I 2'-8" J M s 12" 0-10" J 416 D-10" L 4F5 11 12' -5' TO 2'-3 L 41b 21 1T" 6'-6' TD 2-3" U #O 3 4" '-10" U 415 3 4"+` SHOULDER SLOT INLET ROM AND BRIDGE S STANDARDS VIRGINIA DEPARTMENT OF TRANSPORTATION REVISION DATE SIEET 2 OF 2 04.36 'TOTE: MODIFIED DI -13 AT F-3. CONTRACTOR TO PROVIDE SHOP DRAWING WITH 6' THROAT, 6°Cinco Decorative Bollard Product Specifications Steel Pipe iD = 6" Color: --=. Steel Pipe OD = 6.625" Standard Colors:Yello4v, Red, Black, Blue, Brown, Gray, Crean, Ganga, &White 1 Ideal Sleeve ID =6 7/8" Custom Color: Pantone"'/Sherwin Williams it-__ ROOD AND BRIDGE STANDARDS -SEE DFIIL PLAPIa. FOR 7, THIS REM MAY BE PRECAST OR CAST IN PLACE. (if applicable) {, l3tAP9 Aft( HATiGT1A lA fi " :m �� -�� 7,i_11 - Quantity: 2. CONCRETE TO BE CLASS A3 IF OAST iN PLACE, 4000 PSI IF PRECAST. ` IH cl-I `'Y �i'- ---- Name: D} 52" 4 , p !" _ 11 SHALL BE PAD FOR AS RADIAL COMBINATION 34 6z/a Acid ress: - CURB &GUTTER. 1��I� t J �1 City, State, Zip: T PARE,I G . ` SIbEVr1ALIC -==%` Phone: - - ` THE PAVEMENT. 5. ALLOWABLE CRITERIA FOR THE USE OF CG -6 IS BASED ON ROADWAY CLASSIFICATION AND Cross Section of Sleeve En7aiL _ Please fax or email your product inquiry to fax #: (31 3) 842-7860 or info@idealshield.com r - ' -I _,I.- -IIT 2525 1 k5!. Decorative Bollard ` ", o-I�-I-T Gd:od 1719`J2G9 www.idealshield.com ! (866) 825-8659 REQUIREMENTS FOR CG -7 AS SHOWN IN APPENDIX A OF THE VDOT ROAD DESIGN MANUAL IN THE SECTION r1 11 ON GS URBAN STANDARDS. 6. WHEN THO'3 STMBDARD IS TO BE TIED INTO EMSTING BARRIER CURB, THE TRANSITION IS TO BE MADE WATT �GUULAORR GPS IN STANDARDS GAN BE MADE COFI.GRETE BOLLARD SPECIFICATION TTP: -SEE CIVIL PLANS �' STANDARD 4" CURB REFERENCE I I I 105 / VIRGINIA DEPARTMENT OF TRANSPORTATION 502 -t ' 9°OW- 9 I CG -6 - - " `'T� DRIP IRRIGATION- TYR EACH PLAT\ITER. SEEIRP,IGATION PLANS. 4 , 2' X 4' PLANTER BY NOTES M , ` ,"s., e f � Jl ,ALLIED 110LDED PRODUCTS ROOD AND BRIDGE STANDARDS -SEE DFIIL PLAPIa. FOR 7, THIS REM MAY BE PRECAST OR CAST IN PLACE. PLANNING o lAH {, l3tAP9 Aft( HATiGT1A lA fi " :m �� -�� 7,i_11 - L4CAT(OPJS. 2. CONCRETE TO BE CLASS A3 IF OAST iN PLACE, 4000 PSI IF PRECAST. ` IH cl-I `'Y W ter Peg}; FI - d' 32792 BDULEVAFZD SERIES PLANTER BY ALLIED MOLDED 3. COMBINATION CURB & GUTTER HAVING A RADIUS 201.03 4 , p OF 300 FEET OR LESS (ALONG FACE OF CURB) p • . 11 SHALL BE PAD FOR AS RADIAL COMBINATION p CURB &GUTTER. 1��I� t J �o 4. LAYERSTHEIBOTTOM OFETHOE CURB &GUTDRAINAGE PARE,I G . ` SIbEVr1ALIC O� BASE COURSESBE E AND TPARALLEL TDEPTH SLOPE / ., ` THE PAVEMENT. 5. ALLOWABLE CRITERIA FOR THE USE OF CG -6 IS BASED ON ROADWAY CLASSIFICATION AND "' _ �. „ A 'I _L ,1, 'CO �y , �' a •�- - - ° -.` s= "' �p - 4- , d DESIGN SPEED AS SHOWN IN APPENDIX A OF 2" R THE ROAD DESIGN MANUAL IN THE SECTION I �Ir, 0 + o- � -a -I I I I .I11 ?' 1 I 1 1 I. 1-1 1 I ON GS URBAN STANDARDS. w I I. - I I 4 = lOh Pacifica LLC M , ` ,"s., e f 0 F 0 11 ROOD AND BRIDGE STANDARDS P ' a PLANNING o lAH {, l3tAP9 Aft( HATiGT1A lA fi " :m �� -�� 7,i_11 I SHEET 1 OF 1 > a . D W ter Peg}; FI - d' 32792 BDULEVAFZD SERIES PLANTER BY ALLIED MOLDED 201.03 4 , p ' A p • . 11 I �o I 11 > D P 11 o N o� -.o 4 > T r1 rfa d o o w w r- 7- 8" ( ".I � ws 2'-O" rR � CP b THIS AREA MAY BE CONCRETE AT THE OPTION OF THE CONTRACTOR COMBINATION 6" CURB AND GUTTER VIRGINIA DEPARTMENT OF TRANSPORTATION THE BOTTOM OF THE CURB AND GUTTER MAY BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBBASE COURSES PROVIDED A MINIMUM DEPTH OF 7" 1S MANTAINED. 1 1 1 1-I 11-1 l -II 1-1 I1 ) i i i1I- {��- '" PVC LATERAL LINE IIID �" PVF' GRAIEITE CHIPS OVER NEED - SLEEVE SCHEDULE 40 BARRIER-Ivilll. C" THICK. �• -SEE IRRIUATIUIN PLANS IRDS ATRIUM GRATE ON RISEIR. 6,IODEL #270 ',KITH SCH 40 PVC FITTIIEGS. CONklICT TO STORM- SEE CIVIL PLAkIS 0 - LANDSCAPE PLANTEf SECTION- TYPICAL RE,,4 4-2-13 SCALE: I" - 1'- G" RF -VISIONS REV DATE COMMENT BY 1 10/9118 ADDRESS COUNTY JQR COMMENTS KNOW WHAT'S BELOW ALWAYS CALL 811 BEFORE YOU ILIO It's fast. It's free. It's the law. I. NOT APPROVED FOR CONSTRUCTION PROJECT No.: V162083 DRAWN BY: DSH CHECKED BY: JQR DATE: 6/22/2018 SCALE: AS NOTED If CAD I. D.: SD1 PROJECT: PR0P" SITE PLA DOCUMENTSki FOR V- -Alm"k wa(D LOCATION OF SITE SEMINOLE TRAIL AND PROFFIT ROAD ALBEMARLE COUNTY, VIRGINIA IIIIIIIIIIIIIIIIIIIIIIIIIIIII .1111, F h F t 'l 0i 1 i.' t 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540) 349-4500 Fax: (540) 349-0321 1%A@BohlerEng.com .0 - 01 SHEET TITLE: CONSTRUCTION DETAILS SHEET NUMBER: Alk lOh Pacifica LLC M , ` ,"s., e f 0 F 0 11 ROOD AND BRIDGE STANDARDS PLANNING o lAH {, l3tAP9 Aft( HATiGT1A lA fi " :m �� -�� REVISION DATE I SHEET 1 OF 1 1 L7 briarciiff Road W ter Peg}; FI - d' 32792 BDULEVAFZD SERIES PLANTER BY ALLIED MOLDED 201.03 4r17 fiS9-01702 offire atohq fi altc(ul,elnUmgrn l.com PFZODUi;TS, LLC. MODELS 1P,ECLP-482424 RF -VISIONS REV DATE COMMENT BY 1 10/9118 ADDRESS COUNTY JQR COMMENTS KNOW WHAT'S BELOW ALWAYS CALL 811 BEFORE YOU ILIO It's fast. It's free. It's the law. I. NOT APPROVED FOR CONSTRUCTION PROJECT No.: V162083 DRAWN BY: DSH CHECKED BY: JQR DATE: 6/22/2018 SCALE: AS NOTED If CAD I. D.: SD1 PROJECT: PR0P" SITE PLA DOCUMENTSki FOR V- -Alm"k wa(D LOCATION OF SITE SEMINOLE TRAIL AND PROFFIT ROAD ALBEMARLE COUNTY, VIRGINIA IIIIIIIIIIIIIIIIIIIIIIIIIIIII .1111, F h F t 'l 0i 1 i.' t 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540) 349-4500 Fax: (540) 349-0321 1%A@BohlerEng.com .0 - 01 SHEET TITLE: CONSTRUCTION DETAILS SHEET NUMBER: 0 F 0 11 65 .. Oo E 2 O I �o I 11 o� -.o T r1 rfa d o o w w r- 7- �4 ( ".I � ws 7, rR � CP b - q Z � p 4/ � 14g e FA _ I ,3 o �dN- w -� .� �i E3 T_7 Fx' � 0� - b m E z '�-, w w F �J m � 51 o < m ) �-11 �;'� z o tr 9If)C �, CH <11 w} I P °d ) r� � 6 �0 o_ - M L 1. z �w O � U - 0 O �m 0 1. 0 a K1. RF -VISIONS REV DATE COMMENT BY 1 10/9118 ADDRESS COUNTY JQR COMMENTS KNOW WHAT'S BELOW ALWAYS CALL 811 BEFORE YOU ILIO It's fast. It's free. It's the law. I. NOT APPROVED FOR CONSTRUCTION PROJECT No.: V162083 DRAWN BY: DSH CHECKED BY: JQR DATE: 6/22/2018 SCALE: AS NOTED If CAD I. D.: SD1 PROJECT: PR0P" SITE PLA DOCUMENTSki FOR V- -Alm"k wa(D LOCATION OF SITE SEMINOLE TRAIL AND PROFFIT ROAD ALBEMARLE COUNTY, VIRGINIA IIIIIIIIIIIIIIIIIIIIIIIIIIIII .1111, F h F t 'l 0i 1 i.' t 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540) 349-4500 Fax: (540) 349-0321 1%A@BohlerEng.com .0 - 01 SHEET TITLE: CONSTRUCTION DETAILS SHEET NUMBER: WAWA SIGNAGE/STRIPING DETAILS NOTES: 1. ALL LETTERS ARE 1" SERIES "C" PER MUTCD. 2. TOP PORTION OF SIGN SHALL HAVE A REFLECTORIZED — FASTENED WITH (ENGINEERING GRADE) BLUE 12' /� p ACORN NUT BACKGROUND WITH WHITE _ t1I R P U M REFLECTORIZED LEGEND AND BORDER. /� 3. BOTTOM PORTION OF SIGN SHALL PARKING LEGEND AND BORDER - HAVE A REFLECTORIZED RED BACKGROUND - (ENGINEERING GRADE) WHITE _ WHITE SIGN SHALL BE R7-8 BACKGROUND WITH BLACK OPAQUE ONLY (12" X 18") LEGEND AND BORDER. PARKING DSABLEDY FASTENED WITH 4• FINE NOTIFICATION SIGN SHALL PERMIT ACORN NUT HAVE A REFLECTORIZED ONLY (ENGINEERING GRADE) WHITE BACKGROUND WITH BLACK OPAQUE LEGEND & BORDER. CONTRACTOR VAN w SHALL VERIFY FINE AMOUNT & ORD. AccEsslsLE O Q NO. 1 5. ONE(I)SIGN REQUIRED FOR EACH Of $200,00 FINE > n GALVANIZED m � BREAKAWAY PARKING SPACE. Fss .s.,a cD STEEL U POST HEIGHT OF SIGN Q 6. INSTALLATION Y SHALL BE 60" ABOVE THE FINISHED E TO THE BOTTOM OF THE M FASTENED WITH ACORN NUT 6" WHITE STRIPE SPACED 3.5' APART REV. AUGUST 20, 2017 12' HANDICAP GRAD SIGN. ON UNIFORM TRAFFIC ''—GALVANIZED HANDICAP PARKING SIGN 0 s (SEE DETAIL) H.C. PAVEMENT BREAKAWAY SYMBOL (TYP.) NOTE: SIGNS SHALL MEET THE REQUIREMENTS OF THE BREAKAWAY STEEL U POST. STEEL U POST NOTE: ALL SIGNS TO USE ACORN BOLTS. 2r 2" SARASOTA AIR PARKING SIGN c m m m m fy d GRAD SIGN. ON UNIFORM TRAFFIC ''—GALVANIZED STRIPING, SPACING, AND CURB RAMPS SHALL COMPLY WITH THE LATEST STATE OF FLORIDA ACCESSIBILITY CODE & FDOT CONTROL DEVICES (MUTCD). 0 s IF PROJECT SITE LOCATED 7. SIGN POST TO BE GALVANIZED BREAKAWAY STANDARD INDEX 17346 NOTE: SIGNS SHALL MEET THE REQUIREMENTS OF THE BREAKAWAY STEEL U POST. STEEL U POST NOTE: ALL SIGNS TO USE ACORN BOLTS. MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. 8. SIGN TO BE FASTENED TO POST SARASOTA AIR PARKING SIGN WITH ACORN NUT. 9."VAN ACCESSIBLE" SIGN PER HANDICAP STRIPING DETAIL MUTCD R7 -8P. NTS HANDICAP PARKING SIGN SIGNAGE AND STRIPING NOTES: NTS 1. ALL STANDARD PARKING STRIPES ARE TO BE 4" YELLOW 2. ARROWS SHOWN IN DRIVE AISLES ARE FOR INFORMATION ONLY AND SHALL NOT BE PAINTED. 'F.ER 5NC- W;d F ik DF;E) STCr,c. CORNER ISLAND IIETAIL ------- M.T.S. Ile pm, m.nr.rrr f MOUNTABLE CURB DETAIL STAMPER CONCRETE DETAIL c x L ,%` d x 14' J".., .raFCKINs hLE V AT tUN r,ne�!r,cE � � x 12 eoT; cp 12* 'FF -t END POST ONLY SACKING PLATE SECTION WOODEN GUIDE RAIL H:\16\V162083\DRAWINGS\PLAN SE7S\SITE PLAN DOCUMENTS\V1620630D1.DWG PRINTED BY: LOSBORNE 10.10.98 @ 12:09 AM LAST SAVED BY: LOSBORNE NTS TOP CO R PHOTO CONTROL F-1 LAMP PREMIUM POLES: 0 s IF PROJECT SITE LOCATED WITHIN THE FOLLOWING o FLORIDA COUNTIES, THEN o THE PREMIUM 0.188 MILL N LIGHT POLE WILL BE REQUIRED: SARASOTA w. CHARLOTTE LEE COLLIER OF POUR MONROE DADE NEOPRENE 13ROWARD PALM BEACH FINISH INTO MARTIN ST. LUCIE BREVARD FINISHED SIDEWALK NOTE: PROVIDE 6" 1 HANDHOLE W/ IDEALSHIELD (WHITE) FACE OF SIDEWALK COVER MIN. BOLLARD @ SITE O z"O X 15" L LIGHT @ PARKING < Q SPACED AS DIRECTED = BY WAWA PROJECT 3: ANCHOR ENGINEER. X BOLTS FINISH GRADE cr 0" T - MIN. > V-0"MIN. FINISH GRADE CONCRETE CURB ws 24"0 SONO TUBE WITH 4 - 6" BARS, 5'-0" TYP, BELOW GRADE VERT. (MAYBE 4'-0" FOR SOIL 1" SIKAFLEC W/ SOIL COHESION --n 125 PSF CONDUIT AS REQUIRED #4 TIES @ 6" O.C. MAX.; PROVIDE 4 - #4 TIES @ 3" O.C. AT TOP OF PIER NOTE: THIS DETAIL IS NOT CERTIFIED. FOR INFORMATIONAL PURPOSES ONLY. CONTRACTOR TO PROVIDE SHOP DRAWINGS CERTIFIED BY STRUCTURAL ENGINEER. PLACEMENT: POLE SHALL BE PLACED AT PARKING STRIPE AT HEAD OF SPACE. LIGHT POLE WITH STANDARD ANCHORING DETAIL NTS WAWA GENERAL DETAILS F MIN VARIFS STANDARD SPACING 1 HANDICAP SPACE CONFIGURATION 2 HANDICAP SPACE CONFIGURATION 3 HANDICAP SPACE CONFIGURATION 5' TYP �o ALL STD STRIPE TO BE YELLOW 4.3' 3.6' 5' TYP o 4.2' 4.3' g 4.3' 3.2' 3.2' 4.2' TYP " 5' 10 SLOPE TOWARDS ASPHALT cxi ° o e.. 10" PVC SLEEVE ° o 6" BOLLARD W/ COVER° CONCRETE PAD CURB = • • 48"W X 36"D X 6"H 32" PLAN VIEW DESIGNER NOTE: AIR PUMP TO BE PLACED INLINE OF SIGHT TO BUILDING. AIR PUMP STAND NOTE: ALL DIMENSIONS MEASURED TO CENTER OF BOLLARD. BOLLARD SPACING IS 5' UNLESS OTHERWISE NOTED. BOLLARD SPACING/DIMENSION DETAIL s " PLASTIC COVER BY IDEAL SHIELD. ALL COVERS TO BE WHITE 4" TOPSOIL CONCRETE ENCASEMENT 6" COMPACTED PEA GRAVELBED NTS 6" SCH. 80 STEEL PIPE NEOPRENE TAPE 10" SCH. 40 PVC SLEEVE CUT FLUSH WITH TOPSOIL SUBGRADE PEA GRAVEL AUGER BORE LANDSCAPED AREAS STANDARD DUTY s " PLASTIC COVER CONCRETE BY IDEAL SHIELD. 2.35" FRONT ELEVATION 15.37" EXCEL AIR MACHINE MODEL #SC05 ARD (TYP.) DETAIL) CONCRETE PAD (SEE STANDARD DUTY CONCRETE DETAIL) CURB 3" NTS REV. JULY 28, 2016 ADA CONSTRAINED DIMENSION 10" MAX 0" BOLLARD (TYP.) (SEE DETAIL) 4'x & AIR MACHINE m o J PAD W/ 2 BOLLARDS O Lu F- "AIR PUMP PARKING ONLY" Lu SIGN Je s . .......................... 0.4" Q. a ASPHALT 4" YELLOW Q a : 4'x T AIR MACHINE AIR SPACE AISLE PAD W/ 2 BOLLARDS a. e AND ADJACENT a d a d SPACE TO BE 6" Q d a .a RAMP WIDTH O CONCRETE VARIES 4" YELLOW 4 CURB a a. . 41 A NOTE: SIDEWALK RAMPS TO MEET ADA, FDOT DESIGN STANDARDS, AND a. LOCAL SPECIFICATIONS. ADA DETECTABLE CURB WARNING DETAIL 10' 1r 5' ADA DOME TOOL DESIGN - STAMPCRETE INTERNATIONAL. NTS AIR PARKING SPACE DETAIL DUMPSTER AREA SHOW FOR REFERENCE ONLY. REFER TO ARCHITECTURAL PLANS FOR ACTUAL DESIGN. 4 Rj 4' O O d A Q 4 4 DUMPSTER CONCRETE APRON 9" ALL COVERS TO BE F-1 TRASH COMPOUND 21 4 Rj 4' O O d A Q 4 4 DUMPSTER CONCRETE APRON 9" ALL COVERS TO BE r� 0 s WHITE CENTER OF BOLLARD 0 6" SCH. 80 9" MIN. FROM EDGE w. STEEL PIPE 2 " BELOW OF POUR 00 NEOPRENE CUT V BELOW FINISH INTO TAPE FINISHED SIDEWALK 1 SEALANT FACE OF SIDEWALK 10" SCH. 40 PVC ELEVATION �] d� O SLEEVE CUT 1" BELOW oma, ADJACENT ws FINISHED SIDEWALK 1" SIKAFLEC SURFANCE '. ELEVATION 1C SL a SEALANT •. -; �� CONCRETE & SUBBASE m VARYING THICKNESS r oow 3" NON SHRINK ? 47 CDS U7 F T GROUT CONCRETE as q, SUBGRADE CONCRETE —_ ENCASEMENT �o a ENCASEMENT =w d o m PEA GRAVEL 6" COMPACTED PEA PEA GRAVEL = LL o o 1. GRAVEL BED 18 AUGER BORE 10" SCH. 40 PVC 6" SCH. 80 SLEEVE STEEL PIPE CONCRETE AREAS GENERAL DETAILS AND CAULKIGROUT DETAIL FOR CONCRETE AREAS s " PLASTIC COVER BY IDEAL SHIELD. ALL COVERS TO BE 6" SCH. 80 PVC SLEEVE CUT COVER WHITE STEEL PIPE FLUSH WITH FINISH EMBEDDED"' " NEOPRENE ELEVATION OF INTO SEALANT TAPE BITUMINOUS/TOPSOIL 10" ,SCH. 40 PVC PEA GRAVEL 1" SIKAFLEC SLEEVE CUT FLUSH 1C SL BITUMINOUS PAVINGWITH FINISH BITUMINOUS SEALANT & SUBGRADE BITUMINOUS PAVING & 4" TOPSOIL ELEVATION SUBGRADE \\\� CONCRETE CONCRETE \\/� ENCASEMENT ENCASEMENT POURED FLUSH CONCRETE SUBGRADE POURED FLUSH TO SUBGRADE ENCASEMENT TO SUBGRADE 6" COMPACTED PEA --___PEA 3" NON SHRINK GRAVEL 10" SCH. 40 GROUT GRAVEL BED y`< •'18 ,::;_;. PVC SLEEVE BITUMINOUS LANDSCAPED AUGERBORE BITUMINOUS AREAS CAULK/GROUT DETAIL FOR LANDSCAPED & BITUMINOUS AREAS BOLLARD DETAIL NTS NTS 10" PVC SEE G" DOLLAR COVER — NTS 40` PADOT STANDARD TYPE -- 'B' CHANNEL RAR / BREAKAWAY POST VE W1 CU �JRB CONDUIT 'I 1r — r� EIEP,GENCY PUMP PLAN VIE'N SHUTOFF BUTTON STAINLESS BOLTS FASTENED WITH ACRCN EMERKIENCY NUI (SEE S[ANMR) FUEL) PUMP POLE MOUNTED SIGN SHUT40FF INST,ALIA11ON DETAIL, TYE) 10"X 7" WHITE. ALUMINUM SIGN WITH RED LETTERS EIKLRCENCY PUMP SHUTOFF BUTTON 1 F PADOT STANDARD T>'PE 'B' CHANNEL BAR BREAKAWAY POST it _"--CONDUIT I -- — PROPOSED BOLLARD IN CONCRETE (SEE DETAIL, 2 I I� f --'-i- jai m i. �,•I, I� _ Bio FRONT - ELEVATION EMERGENCY PLTW SHUTOFF DETAIL, NT.S. REVISIONS REV DATE COMMENT BY 1 10/9/18 ADDRESS COUNTY JQR COMMENTS KNOW WHAT'S BELOW ALWAYS CALL 811 BEFORE YOU DIG It's fast. It's free. It's the law. NOT APPROVED FOR CONSTRUCTION PROJECT No.: V162083 DRAWN BY: DSH CHECKED BY: JQR DATE: 6/22/2018 SCALE: AS NOTED 01 CAD 1.D.: SDI PROJECT: PIOP" SITE PLAN DOCUMENTS FOR wa LOCATION OF SITE SEMINOLE TRAIL AND PROFFIT ROAD ALBEMARLE COUNTY, VIRGINIA ®r/ 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540) 349-4500 Fax: (540)349-0321 CONSTRUCTION DETAILS 0 s 0 w. 00 1 2 �o �] d� O oma, ws r oow ? 47 CDS U7 F T as q, �o a =w d o m S2o = LL o o 1. REVISIONS REV DATE COMMENT BY 1 10/9/18 ADDRESS COUNTY JQR COMMENTS KNOW WHAT'S BELOW ALWAYS CALL 811 BEFORE YOU DIG It's fast. It's free. It's the law. NOT APPROVED FOR CONSTRUCTION PROJECT No.: V162083 DRAWN BY: DSH CHECKED BY: JQR DATE: 6/22/2018 SCALE: AS NOTED 01 CAD 1.D.: SDI PROJECT: PIOP" SITE PLAN DOCUMENTS FOR wa LOCATION OF SITE SEMINOLE TRAIL AND PROFFIT ROAD ALBEMARLE COUNTY, VIRGINIA ®r/ 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540) 349-4500 Fax: (540)349-0321 CONSTRUCTION DETAILS `F,,U/IDE E,,,UT1 RUBBER SFA!A[,J Bi CASTING I C;VT ANO F,'ISEP, (T"R) ­" R'0N COVLM CIAP _oLTM T(F.) "I IF_"6 LT, LI D) 24" CAJ IR(3,1 WITP. BOLTED (Fill,") CPAD7 3' - -T T JT NATLEP, Q l,11T __--T[G�HT TEL 7" 4 2 APPR(PRIA1 E INERT r J r t STONL Ti'PICALL( ALL INLET ANLI OUTLET PIPES SdALL E I 1' I'_)` A L F D HO -10 --,'.E !_HV\N 6" FROI'Li" THE EciTTw/i OF THE GREASE TR -,1,k, ANK TEF,'_5 K -P FO Ff"T[Uk,, AND 11' TFAPF7(L UAL N CR, 0 `E(�h( N, TANK f5 500�) F`_,i COIiK,'RETE-7EELL RENH'_1CF1i («1028' I)AT-7'.) C_'QNURETE GONFADjAS ICI AD 3181-16-45.1 AND 1 _3 18 - 4.5 2, AT1l A61�-) AND A185 F CT - IR' ?4" EX-[E'I,',') LL 151" NTFRICVV 163" EXTERIOR LENGTH x 7"' INTLEHO'�/ HC R III, J 1 1 NIO [Lr I,: I) NLIEN 1 IN riRINEWAY,'�� ',-V PAVED AREA"), GR E A'_� E TRAP TO BE DFSF,NE[j FI .R,,PPR0FIRATE LOAN BIAPII,0�7 1UNDITON117)'. TRAP SHALL BE CAPABLE (-',,F WiTKS)I'0NG HS20LOADING ALL PIPE F'[ -[,,IIT RA -TiO'NS ShALL BE 'NATIERTIGHT. J) UREASE TRAP SHALL RE PF"OVIDED WITH Gk.-TIGH T I'vIkHOLE CDVEFS, 11,I AC OF WITH TO'NN.5'-(IFl ST,`,IKDARD 4) PRD__,f1A'__'T CON�CRETE ')'HALLL LI A )'-1')A)` CONIPRES<IVE 1FtEP1GTH 00.') 5) EXTERIOR ClOkIl'RI-111 YJRFA(1_1S Bll(__')'A' ';RAGE '_HALL hA',/F 2 C:OAPA� C)F CC_k TAR E11--Xf F , -7 O�CRETE 'ANT INTERFACE �S�HPTL BE �NATFUGHT, AT A KIINl,,/TM, THE 6) SPECIFIC KALANT DETAIL AT C01\1CRETE Rlc,FR TO (, JINT S HALL DE cl,ALED V)ITH BUTYL RUPRER 01.ENT 1_��IEAL #2 OR APPRO`/Fri 'QUIVAI-Elfl ?;(JCI?;(JCITHE EXTE,,,�IOR OF TI -11 -�0 J 0 It'l I SHALL BE SEALED WITH NON -SHRINK (�ROUF IN 'NITH 1 -HE KliI_SrHIF 'J1A41D7RD GREA-3E I ',_'.AP DEIAL 7) TANk' 'S'NALL BE TETTE[) FOR TIGHTNE'�,_, 0`( FILLING FOR 24 HH",. To SOA!,;, THEN TOPPED OFF, HND THEN U1,�XHEI) F',)P ,-'4 HK), NO DP,,, -)F IN 0ATER '5 ALLOW51 _T 'FI E /KENT "EA! OR APPF,0VED TJEALAhT D D IL 8) f"'ST 10 "HALL BE TEU TO (TINUETE MA'� D 1) J J II" TA 9) P1!IAXIIVIJAd F,",PTH C0VFR,-5.(I', NS -q -n L0AD1l`,iG" 10) INLET AND OUTLET DJUIPPEF) ViIITH PIPE SE GREASE TRAP ,l,(J C'NuN (2 colvpi,,RTNIDIF) LANK 45' A\ Tax L 4 45' fix I max 4. . I 'a PLUG � 1_.�I a. 'I r I 2 FOR ALL. BENDS FOR TEE OR WYE FITTINGS WIDEN TRENCH TO ACCOMMODATE or ANCHOR IF REQUIRED, 45' BEDDING AS REQUIRED -s Z PLUG 45' 4 A_ PN MIN SECTION 2-2 SECTION 1-1 D DIMENSIONIS VOL. TEE AND PLUGS PIPE DEGREE BEN VOL. SIZE (FEE CU.YD. CU.YD. OF (FEET) BEND L H T H T 2,50 2.50 101 0,24 90 45 2,00 2.25 Z60 0.15 4" 61, 22 1/2 1.50 2.00 2.52 0.70 2.00 Z25 450 0.15 11 1/4 1.50 2.00 2,50 0.10 - 3.66 316 3,21 0.48 90 8" 45 2.66 2,1313 2.77 0.26 4,16 2.91 2.66 0,32 29 1/2 1.66 2.16 2,69 0.13 11 1/4 1.66 116 167 0.13 183 42 0.83 3.33 3,58 9 45 5 0.43 3,83 4.00 2.83 0152 4.83 90 T 0" 12" 8 0 .2 22 1/2 2.33 2,58 22.95 i,4 , . . , 11 1/4 1,83 133 _ 4 ----------- I - - I . THRUST BLOCKS ARE REQUIRED WHENEVER THE PIPELINE ; CHANGES DIRECTION, CHANGES SIZE, DEAD ENDS AND AT VALVES. 2, USE 2500 P.S.I. CONCRETE. 3. NO CONCRETE SHALL BE POURED ON ANY PART OF THE JOINT. 4� THE CONSULTING ENGINEER SHALL BE RESPONSIBLE TO 'THE VERIFY THE TYPE SIZE OF ALL THRUST BLOCKS. CONCRETE THRUST BLOCKS NITS FIG. W-3 W-3 Ht\16\V962083\DRAW{NGS\PLAN SETS\SITE PLAN DOCl1MENTS\V1620830D1.DWG PRINTED BYt LOSBORNE 10.10.18 (D 12109 AM LAST SAVED BY: LOSBORNE GREASE TRAP DETAIL NTS 24" x 24" 4000 PSI CONCRETE 24" x 24" 4000 PSI CONCRETE PAD PAD FINISHED GRADE FINISHED GRADE A T TOP SECTION VALVE BOX OP SECTION VALVE BOX (CAST IRON) (CAST IRON) PIPE SIZE & CLASS AS PIPE SIZE & CLASS AS REQUIRED PER GRADING REQUIRED PER GRADING _1C PLAN LAN F FLOW FLOW LOW FLOW NOTE: SEE SPECIFICATIONS FOR NOTE: SEE SPECIFICATIONS FOR APPROVED BEDDING MATERIAL. APPROVED BEDDING MATERIAL. ONE WAY CLEAN-OUT TWO WAY CLEAN-OUT CLEAN OUT DETAIL NTS FE0 PConcrete Pipe Division STC 450i Precast Concrete Stormceptorn (450 U.S. Gallon Capacity) Cover and Grate 5" /--Grade Adjusters To 11 Suit Finished Grade 24 .0, "81. 81, 6"(-- ,BUIFTED) J w/ 4" Cap Check T Number T j J 17" 16" J_ f Special -Duty - 12"0 Inlet 4"0 Outat Down Pipe Riser Pipe -i (Removable) 48"0 P6-HPDE Yes FAA, Yes VARIES (,61 IN FLACE 4" VAFIFES, -1 )4" 5% OF D 4" 24" CAJ IR(3,1 WITP. BOLTED (Fill,") CPAD7 3' - -T T JT NATLEP, Q l,11T __--T[G�HT TEL 7" 4 2 APPR(PRIA1 E INERT r J r t STONL Ti'PICALL( ALL INLET ANLI OUTLET PIPES SdALL E I 1' I'_)` A L F D HO -10 --,'.E !_HV\N 6" FROI'Li" THE EciTTw/i OF THE GREASE TR -,1,k, ANK TEF,'_5 K -P FO Ff"T[Uk,, AND 11' TFAPF7(L UAL N CR, 0 `E(�h( N, TANK f5 500�) F`_,i COIiK,'RETE-7EELL RENH'_1CF1i («1028' I)AT-7'.) C_'QNURETE GONFADjAS ICI AD 3181-16-45.1 AND 1 _3 18 - 4.5 2, AT1l A61�-) AND A185 F CT - IR' ?4" EX-[E'I,',') LL 151" NTFRICVV 163" EXTERIOR LENGTH x 7"' INTLEHO'�/ HC R III, J 1 1 NIO [Lr I,: I) NLIEN 1 IN riRINEWAY,'�� ',-V PAVED AREA"), GR E A'_� E TRAP TO BE DFSF,NE[j FI .R,,PPR0FIRATE LOAN BIAPII,0�7 1UNDITON117)'. TRAP SHALL BE CAPABLE (-',,F WiTKS)I'0NG HS20LOADING ALL PIPE F'[ -[,,IIT RA -TiO'NS ShALL BE 'NATIERTIGHT. J) UREASE TRAP SHALL RE PF"OVIDED WITH Gk.-TIGH T I'vIkHOLE CDVEFS, 11,I AC OF WITH TO'NN.5'-(IFl ST,`,IKDARD 4) PRD__,f1A'__'T CON�CRETE ')'HALLL LI A )'-1')A)` CONIPRES<IVE 1FtEP1GTH 00.') 5) EXTERIOR ClOkIl'RI-111 YJRFA(1_1S Bll(__')'A' ';RAGE '_HALL hA',/F 2 C:OAPA� C)F CC_k TAR E11--Xf F , -7 O�CRETE 'ANT INTERFACE �S�HPTL BE �NATFUGHT, AT A KIINl,,/TM, THE 6) SPECIFIC KALANT DETAIL AT C01\1CRETE Rlc,FR TO (, JINT S HALL DE cl,ALED V)ITH BUTYL RUPRER 01.ENT 1_��IEAL #2 OR APPRO`/Fri 'QUIVAI-Elfl ?;(JCI?;(JCITHE EXTE,,,�IOR OF TI -11 -�0 J 0 It'l I SHALL BE SEALED WITH NON -SHRINK (�ROUF IN 'NITH 1 -HE KliI_SrHIF 'J1A41D7RD GREA-3E I ',_'.AP DEIAL 7) TANk' 'S'NALL BE TETTE[) FOR TIGHTNE'�,_, 0`( FILLING FOR 24 HH",. To SOA!,;, THEN TOPPED OFF, HND THEN U1,�XHEI) F',)P ,-'4 HK), NO DP,,, -)F IN 0ATER '5 ALLOW51 _T 'FI E /KENT "EA! OR APPF,0VED TJEALAhT D D IL 8) f"'ST 10 "HALL BE TEU TO (TINUETE MA'� D 1) J J II" TA 9) P1!IAXIIVIJAd F,",PTH C0VFR,-5.(I', NS -q -n L0AD1l`,iG" 10) INLET AND OUTLET DJUIPPEF) ViIITH PIPE SE GREASE TRAP ,l,(J C'NuN (2 colvpi,,RTNIDIF) LANK 45' A\ Tax L 4 45' fix I max 4. . I 'a PLUG � 1_.�I a. 'I r I 2 FOR ALL. BENDS FOR TEE OR WYE FITTINGS WIDEN TRENCH TO ACCOMMODATE or ANCHOR IF REQUIRED, 45' BEDDING AS REQUIRED -s Z PLUG 45' 4 A_ PN MIN SECTION 2-2 SECTION 1-1 D DIMENSIONIS VOL. TEE AND PLUGS PIPE DEGREE BEN VOL. SIZE (FEE CU.YD. CU.YD. OF (FEET) BEND L H T H T 2,50 2.50 101 0,24 90 45 2,00 2.25 Z60 0.15 4" 61, 22 1/2 1.50 2.00 2.52 0.70 2.00 Z25 450 0.15 11 1/4 1.50 2.00 2,50 0.10 - 3.66 316 3,21 0.48 90 8" 45 2.66 2,1313 2.77 0.26 4,16 2.91 2.66 0,32 29 1/2 1.66 2.16 2,69 0.13 11 1/4 1.66 116 167 0.13 183 42 0.83 3.33 3,58 9 45 5 0.43 3,83 4.00 2.83 0152 4.83 90 T 0" 12" 8 0 .2 22 1/2 2.33 2,58 22.95 i,4 , . . , 11 1/4 1,83 133 _ 4 ----------- I - - I . THRUST BLOCKS ARE REQUIRED WHENEVER THE PIPELINE ; CHANGES DIRECTION, CHANGES SIZE, DEAD ENDS AND AT VALVES. 2, USE 2500 P.S.I. CONCRETE. 3. NO CONCRETE SHALL BE POURED ON ANY PART OF THE JOINT. 4� THE CONSULTING ENGINEER SHALL BE RESPONSIBLE TO 'THE VERIFY THE TYPE SIZE OF ALL THRUST BLOCKS. CONCRETE THRUST BLOCKS NITS FIG. W-3 W-3 Ht\16\V962083\DRAW{NGS\PLAN SETS\SITE PLAN DOCl1MENTS\V1620830D1.DWG PRINTED BYt LOSBORNE 10.10.18 (D 12109 AM LAST SAVED BY: LOSBORNE GREASE TRAP DETAIL NTS 24" x 24" 4000 PSI CONCRETE 24" x 24" 4000 PSI CONCRETE PAD PAD FINISHED GRADE FINISHED GRADE A T TOP SECTION VALVE BOX OP SECTION VALVE BOX (CAST IRON) (CAST IRON) PIPE SIZE & CLASS AS PIPE SIZE & CLASS AS REQUIRED PER GRADING REQUIRED PER GRADING _1C PLAN LAN F FLOW FLOW LOW FLOW NOTE: SEE SPECIFICATIONS FOR NOTE: SEE SPECIFICATIONS FOR APPROVED BEDDING MATERIAL. APPROVED BEDDING MATERIAL. ONE WAY CLEAN-OUT TWO WAY CLEAN-OUT CLEAN OUT DETAIL NTS FE0 PConcrete Pipe Division STC 450i Precast Concrete Stormceptorn (450 U.S. Gallon Capacity) Cover and Grate 5" /--Grade Adjusters To 11 Suit Finished Grade 24 .0, "81. 81, 6"(-- 4"0 PVC Pipe min. 15" High w/ 4" Cap Check T Number T j J 17" 16" J_ f Special -Duty - 12"0 Inlet 4"0 Outat Down Pipe Riser Pipe -i (Removable) 48"0 P6-HPDE -------------------- Varies To Match Grade Insert 4"0 Oil Poli See Note 2 4"0 Outlet 11 Riser Pipe 60"C� 7L Min.Int et Outlet i-------- 4 5' If Required 4 Insert Tee Here (Tee Opening to Face Side Wall) Section Thru Chamber Plan View Notes: 1. The Use Of Flexible Connection, is Recommended at The Inlet and Outlet Where Applicable. 2. The Cover Should be Positioned Over The Inlet Drop Pipe and The Oil Port. 3. The Stormeeptor System is protected by one or more of the following U.S. Patents: P4985148, #5498331,#5725760,Y5753115,95849181,#6068765,#6371690. 4. Contact a Concrete Pipe Division representative for further details not listed on this drawing. PLACE 5' GALVANIZED WITNESS POST WITH CAPPED ENDS PAINTED BLUE IN REMOTE AREAS AS DIRECTED, MARKER LOCATION MAY BE SUF1JECT -Q- TO HIGHWAY DEPARTMENT APPROVAL. FINISHED GRADE 0 -1 - II ADJUSTABLE TRAFFIC RATED II VALVE BOX W/ LID M,J. GATE VALVE WATER LINE 1 --7 2500 P.S.I. CONCRETE 1? 4\ 2'x 2' BEARING AREA. THRUST BLOCI< al 1 4 -4 -7 I NOTE IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE. TYPICAL CATE VALVE NTS FIG- W-5 TD -9 VARIES Rinker 027 TRANSITION BETWEEN 4 DIFFEPPE DIAMETERS WHEN PIPES ARE EMKOUNT RENT SIZES OF A BARS a all C -C TYP. A SHAPE TO T CONTOUR OF PIPE _I TT _4 I "I 1--F-FTTT TT A STRUCTURE SIZE AND PLAN WALL THICKNESS VARIES PLAN PE TO DRAIN TO INVERT OUTLET PIPE SECTION A -A METHOD OF TREATMENT IN DROP INLETS SECTION A -A SECTION B -B NOTESI: NOTES: SHAPING OF MANHOLE AND INLET INVERTS IN ACCORDANCE WITH 1. THE STANDARD SAM SLAB (31115 TO BE USED ONLY WHEN SPECIFIED IN THE PLANS THIS DRAWING IS TO APPLY TO THOSE STRUCTURES SPECIFIED N ON PLANS OR WHERE INVERT Of PIPE IS ABOVE INVERT OF SLOPE TO DRAIN ON THE DRAINAGE SUMMARY SHEET AND/OR THE DRAINAGE DESCRIPTION. FOR MANHOLES, TO INVERT OF JUNCTION BOXES, AND DROP INLETS WITH HEIGHTS GREATER THAN 12 FEET. THE SPACING OF STRUCTURE, OUTLET PIPE ADJACENT SAFETY SLABS SHALL BE VITO 12'WITH NO SAFETY SLAB LOCATED WITHIN 5 FEET OF THE TOP OR BOTTOM OF THE STRUCTURE. SAFETY SLABS SHALL NOT BE LOCATED BELOW MANHOLE OR DROP MET IS TO BE FORMED AND CONSTRUCTED MY INLET PIPE OF 30" DIAMETER OR GREATER, IN ACCORDANCE WITH APPLICABLE STANDARD OR SPECW DRAWING, THE INVERT SHAPING AS DETAILED HEREON IS TO CONSIST OF A Z THE COST OF THE SL -I IS INCLUDED IN THE COST OF THE STRUCTURE. SEE CAST IN PLACE DRAWINGS PORTLAND CEMENT CONCRETE CLASS C1,IEXCEPT THAT 25X OF COARSE AGGREGATE MAY BE 4 IN DIAMETER AND CONSIST OF STONE, BI OTHER WHERE APPLICABLE. STEPS ARE TO BE STAGGERED ACCORDINGLY. MIX CONFORMING TO CLASS A3 OR UP TO 3. ACCESS OPENINGS ME TO BE STAGGERED FROM ONE SIDE OF STRUCTURE TO THE FOR FURTHER Di # 5 BARS 2 8' C -C TYP. BROKEN CONCRETE OR BROKEN CONCRETE BLOCK. THE SURFACE ALL BE LEFT SMOOTH BY MEANS OF HAND TROWELLING. NONE 1 4. SAFETY SLAB MAY BE CAST -IN-PLACE OR PRECAST. CAST -IN-PLACE CONCRETE TO BE SH OF THE COARSE AGGREGATE SMALL REMAIN EXPOSED, S CLAS A3 (3000 PSI). PRECAST CONCRETE IS TO BE A4 (4000 PI REINFORCING DETAILS OF INVERT SHAPING AS SHOWN HEREON ARE FOR EXAMPLE STEEL TO BE IN ACCORDANCE WITH AASHTO I 4 - � 7 PURPOSES ONLY EACH MANHOLE OR DROP INLET 15 TO BE SHAPED 5. ACCESS OPENINGS MAY BE, 30" DIAMETER OR 30" SQUARE. WHEN STRUCTURE WIDTH IS INDIVIDUALLY TO BEST FIT THE PARTICULAR INLET AND OUTLET LESS THAN 3011 THE ACCESS OPENING SHALL BE RECTANGULAR (STRUCTURE WIDTH BY CONFIGURATION AND FLOW LINES. 30" LONG). SECTION B-8 PLAN TYPICAL PRECAST UNIT METHOD OF TREATMENT IN MANHOLES \Vo= SPECIFICATION XV0= SPECIFICA STANDARD METHOD OF SHAPING REFERENCE REFERIEN ROAD AND BRIDGE STANDARDS ROAD AM BRIDGE STANDARDS TYPICAL CONCRETE SAFETY SLAB FOR DROP INLETS, SHEET 1 OF I REVISION DATE MANHOLE & INLET INVERTS MANHOLES AND JUNCTION BOXES 302 SHEET I OF ad REVISION DATE 302 VIRGINIA DEPARTMENT OF TRANSPORTATION 148,14 VIR61MA DEPARTMENT OF TRANSPORTATION Z886 -HD SPECIFICATION SHEET ZURN 6 -FADE 6-3/4 (171 ] VVI DE REVEAL TRENCH DRAIN SYSTEM ZURN., - 6 [152] Wide Grate WITH HEAVY-DUTY FRAME ASSEMBLY TAG TD1 Dimensional Data (imperial and(Metric[) are subject to manufacturing tolerances ana changewiftut notice. Lnear (injrnrul), Area (inl(rom'], Weight (lbs[log]), Dimensional Data firv;hes and [ murt 1) are Subject to Manufacturing Tolerances and Change Without Notice Please Item Part Item Backtoindex 201- A��D I H 'jj 4 1 C) J Zo, i 21 -------- J_ J _��7t 4- Q ;I JI I. ki­ AE INOTE•+ ACnial Channel length is 81 V4 [2064J to allow for overlap. ENGINEERING SPECIFICATION: Zorn Z886 -HD Channels are 80" [2032 mrnj long, 6-3/4" [171 mm] wide reveal and have a 4" [102 mml throat. Modular channel sections are made of 0% water absorbent High Density Polyethylene (HDPE). Channels have a positive mechanical connection between channel sections that will not separate during the Installation and mechanically lock into the COnCreleSUrround every 10" [254 mm]. Channels weigh less than 2.31 Iths.[1.05kg] per linear foot, have a smooth, 1-1/2" [38 mml radiused self cleaning bottom with a Manning's coefficient of .009 and .75% or neutral 0% built in slope. Channels have robar clips standard to secure trench in its final location. Channels provided with standard DGC grates that lock down to frarne. Zorn 5�375'* 1137 mm] wide reveal Ductile Iron Slotted Grate conforming to ASTM specification A536-84, Grade 80-55-06. Ductile froo grate is rated class C per the DIN ENI 433 top load Supplied in 20" 1508)Tim) nominal lengths with 112" [13 mm] wide slots, and 314" 119 mml hearing depth. Grate has an open area of 28.1 sq, in per ft. [59,403 sq, min per metal]. The .105" [2.67 rimil thick Heavy -Duty Carbon Steel Franie Assembly conforms to ASTM specification A36 with 10 - 4" [102 mm) long concrete anchors per 80" [2032 mm]. Grate lockdown bars are to be integral to the frame. Frame supplied with powder coated finish. All welds must be performed by a certified welder per ASTM standard AVVS DIA, Frames produced in the U.S.A. PREFiXUPT10NSIChecklsRsciFLpproprf 6e options Trench W 'B' _F_ -T `low _ aw__H 7 Six400t, Eight -inch High Density Polyethylene (HDPE)' acol 3.50,89] 4.10[704] 3 6 8602 - 4 1 -0[ 16 4 F 47()�1191 ()21 122 SUFFIX OPTIONS (Checicspedfy appropriate options) _8 N _4_ N 3 70T1 191 S.M,11351 024 152 10 OutletAdaptersAdd'Each IMTTr - - - _EI Closed End Cap ___U2 2 f5ljNo-Hub Bottom Outlet -8604 5.30[135] 5.90[1501 0.41 183 _12 -E2 2 5IjNo-HubEnU0ut1ct _U, 3POINo-HubBallornowle, 8605 5.90 [150] 6.50 [165] 6 _48- 214 �F3_ -E3 3 78]No-HubEndOutiet LA H02]No-HulbBod. Cutlet - --- I - _055 245 5 _E4 4[102 No -Nub _U6 6.152INo-HubBort"Oullet Be 6 a) 11651 i I D 12801 _E3 6 [1521 No -Hub End Outlet FrameOphors 86V 7,10 [130] 7,70 [196] :�fl2 06 17 -o- -�-- - __3OF2111 (Y69 08 CBF Black Acid Resistant Cooled Top Frame 866IS 7.70(196] LD Light Dety Grates on Heavy Duty Frame _8609-8-30[2111 _890[22el 0.76 339 21 SW Sidewall 5dension- 9 [2291 High 8610 8.00[2261 _950[241] 0.83 371 23 -SVV2 Sidewail Extension -18 [4571 High - §_ - - 8611 50 (22411 16 10 (2571 90 403 95 12 0 0[2571 1670r_ 435 S71 Grate Options (Load Classifications am per DIN EN 1433) 272] 0.91 SDC Black Acid Resistant Epoxi Coated Ductile Grate Classc _8612N 1CF70[2721 lo_70t272] - - - _9DE Black Acid Resistant Epoxy Coated Ductile Grate -Class E -Fo -lo -I -T- -1-o -4 -4-6-7 86 3 2721 1 3o tn7j ___TT.30[287J 1190[ 0 1 _BG Galvanized Ductile iron Bar Grate -Class C 8614 1 _11 4SB__ -DBC Ductile Iron Cast Bar Crate - Class C cc Ductile Iron Solid Cove r - Class C 4 33 2"] _DGC Ductile iron Slotted Grate - Class C' _1150131C 1.18 530 _ -DOE Ductile (01 Slotted Grate - Class E D�orahveGrate Options(Load Classficaliensave per DIN EN11433) _GDC Galvanized Ductile Iron Slotted Grate - Class 0 -SBG Stainless Steel Bar Grate - C!ass E - -GDE Galvanized Ductile iron Slotted Qrate - Class E _GHPDE Galvanized Heel -Proof Ductile Crate - Class E MADaithI -7- -,iPDE Heel-PmmfDuctReSI,,nedGrara - Class E - - ac an eslstant pox Date iuctie ra e- ass - _RFGC Reinforced Slotted Galvanized Grate - Class C _DGCUSA Ductile I ion Slotted Grate - Class C _RFSC Reinforced Slotted Standees Steel Grate - Class C _DGE-USA DuctiII, Iron Slotted Grate - Class E _RPGC Reinforced Perforated Galvanized Grate -Class C -GDC-USA Galvanized Ductile Slatted Greta 0 ced Perfafated Galvanized Reverse Pouch Grate- Class C - Class G -RPGRC Reinforced _GDE-USA Galvanized Ductile Slatted Grate - Uass E _RPSC Reinforced Perforated Stainless Steel State - Class C -GHPDE-USA Galvanized Hael-Pfool`Ductile Grate - Class E rc _RPSRC Reinforced Pufforated Stainless Steel Reverse Punch Grate - Class C _HPDE-USA Heel-Pfcof Ductile Slotted Grate - Class E Miscellaneous options _PPC Plastic Perforated Grate - Class C _10 Joint Connector ,VP Vandal-PrecI _DB Bottom Dome Streiner specified. Regularly furnished unless otherwise spa, Zuni industries, I I Specification Drainage Operation 1801 Pittsburgh Avenue, Ere, PA U.S.A. 16502 Ph, 8554363-9876, Fox 814-454-7929 Rev. F In Canada I Zurn Industries Limited Date, 1/26/2017 3544 Nashua Drive, [Oissjssauga, Ontario _4V IL2 PI, 905-405-8272, Fax 905,405-1292 C.N. No, 136162 www.zurll.com Prod. I Dwg" No. Z886 -HD CLASS A3 CONCRETE -A--* 17-4 ALVE BOX TO METER BOX (SEE FIG. W -I TIIRIJ W -7E). 4 VARILS '--2" COPPER LII FITTING WATER MAIN - \4" PLUG THREADEiD F 4" DIP OR 2" COMPRESSION (FITTING RESTRAINED JOINT FITTINGS NOTES: - GATE VALVE WILL. BE 4" UNLESS OTHERWISE SPECIFIED BYTHE ACSA. - SERVICE LINE TO CONNECr AT MAIN WITH X'4' TEE. - REFER TO FIG, VV -3 FORTH Rus,r FLOCK 6F :TAILS ON TEE. - RErER TO FIG, W-5 FOR THRUST BLOCK DETAILS AND DEPTH OF COVER ON GATE VALVE. -RAINED JOINT, USE PLA TIC FIEETING A, - NO CONCRETE SHOULD BE POURED ON ANY PART OF THE RES] c, PROTECTION FOR BOLTS. USE 2500 P.S.I. CoNcREI-E. T LARGE METER SERVICE LINE NITS FIG. W -61C M-12 DOOR HINGES HIM 1 1 LIFT HANDLE TYPICAL METER VAULT MT.S, F115i W -7A TD --14 75* DIAMETER DRILLED WILE FOR TOUCH READ INITS, TOP VIEW 3" DIAMETER FLAT BEARING SURFACE UNDERNEATH ?4' X 36' )LUMINUM ACCESS �ATCH J HPIDE GRATE ENGINEERING SPECIFICATION: ZURN P6-HPDE 20 [508] X 5-3/8 [137] Ductile Iron heel -proof slotted grate weighing 9,5 lbs [43 kg] per linear foot. The grate has an open area of 11.1 in' [71 .6 cm'] per linearfoot. Grate conforms to DIN rating of E, ANSI rating of S peciai-Duty, ADAcompliant, HI -20 and FAA load rated, and ASTM A536 Grade 80-55-06. --- HPDE - Heel -Proof Slotted Material: cfile Irm DIN Rating: Check No, Number LID. %/ Rating: ating Special -Duty IAp n : Heel -Proof, Forklifts, Commercial Aircraft 3-4 94454 P6-HPDE J HPIDE GRATE ENGINEERING SPECIFICATION: ZURN P6-HPDE 20 [508] X 5-3/8 [137] Ductile Iron heel -proof slotted grate weighing 9,5 lbs [43 kg] per linear foot. The grate has an open area of 11.1 in' [71 .6 cm'] per linearfoot. Grate conforms to DIN rating of E, ANSI rating of S peciai-Duty, ADAcompliant, HI -20 and FAA load rated, and ASTM A536 Grade 80-55-06. --- HPDE - Heel -Proof Slotted Material: cfile Irm DIN Rating: Class E Weight: 9.5 Ibs/ft. i kg] Open Area: 11.1 in'lft. [71.6 cm2] Rating: ating Special -Duty IAp n : Heel -Proof, Forklifts, Commercial Aircraft Slot Width/Hale Size: 5116 [81 ADA: Yes FAA, Yes Page 34 of 70 turn Industries, LLC 1 SpecifiSpecification... Drainage Operation Joe I `itb,bmqhA­I Erie, PA U,S.A. 16502 Ph. 855-063-9816, F-614-454-7929 Rev. AK In Canada , Date: 09/26114 ! Zorn Industries Limited 3544 Nashua Drive, Mississauga, Ontario _4V I L2 Ph. 905-405-6272, Fax C.N.905-405-1292 No, 131655 I Form Number: FT641 7 A %A 44;' Mlltl MMM _11-0 e- MIN, 6" -MIN -4. 4 60' 3S` A - ---------- 18' MIN. .. T^�-'�_ 37" MIN, WINGNUT LOCKING ASSEMBLY 12" MIN. NOTES; 1. PROVIDE A 6" THICK GRAVEL BED BIENEATH 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 13E 8'% 1 THE OUTSIDE OF THE VAULT BELOW GRADE SHALL BE COATED WITH AN APPROVED WATER PROOFING COMPOUND. TYPICAL METER VAULT -IL! �IVETER NTS FIG. W -7B REVISIONS REV DATE COMMENT BY ADDRESS COUNTY 1 1019/18 JQR COMMENTS KNOW WHATS BE LO\/\/ ALWAYS CALL 811 BEFORE YOU DIG It's fast. It's free. It's the law. NOT APPROVED FOR CONSTRUCTION PROJECT No.: V162083, DRAWN BY: DSH CHECKED BY: JQR DATE: 6122/2018 SCALE: AS NOTED CAD I. D.7 SDII PROJECT: PROP. SITE PLAN DOCUMENTS FOR We! wa LOCAT110N OF SITE SEMINOLE TRAIL, AND PROFFIT ROAD ALBEMARLE COUNTY, VIRGINIA 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540) 349-4500 Fax: (540) 349-0321 CONSTRU'1­710N DETAILS SHEET NUMBER: