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HomeMy WebLinkAboutSDP201800048 Plan - Revision Final Site Plan and Comps. 2019-04-24A SITE DATA ADDRESS 3267 PROFFIT ROAD CHARLOTTESVILLE, VA JURISDICTION ALBEMARLE COUNTY ZONING EXISTING HIGHWAY COMMERCIAL - HC PROPOSED HIGHWAY COMMERCIAL - HC SITE AREA 1.49 AC BUILDING AREA 6,049 SF BUILDING AREA PERCENTAGE OF SITE AREA 9.32% PROP. IMPERVIOUS SURFACE COVER OF SITE 1.26 AC (84.50%) AREA PARKING REQUIRED PARKING REQUIRED 1 SPACE PER 100 SF OF RETAIL SALES AREA FOR THE FIRST 5000 SF OF RETAIL SALES AREA. RETAIL SALES AREA = 80% OF THE GROSS FLOOR AREA (GFA) 6049 0.8 = 4839 4839 / 100 = 48 PARKING PROVIDED 48 SPACES AREA OF PAVED PARKING AND VEHICULAR 1.00 AC (65.8%) CIRCULATION HANDICAP 2 SPACES ZONE A 25 SPACES (INCL. 2 HANDICAP) ZONE B 11 SPACES ZONE C 12 SPACES TOTAL 48SPACES # 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 ±75.7 FEET (PROFFIT AND PROFFIT ROAD) ROAD) SIDE YARDS(NORTH AND EAST ±43 FEET (NORTH) AND ±91 FEET (EAST) PROPERTY LINES) REQUIRED PARKING SETBACKS-yl FRONT YARD(SEMINOLE TRAIL N/A AND PROFFIT ROAD) SIDE YARDS(NORTH AND EAST N/A PROPERTY LINES) I PROVIDED PARKING SETBACKS I FRONT YARD(SEMINOLE TRAIL ±10 FEET (SEMINOLE TRAIL), ±6.7 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 W50T-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 3,200 SF BE SEAL COATED) SQUARE FEET OF LAWN TO BE MOWED 4,525 SF ON -SITE SQUARE FEET OF MULCH AREA 6,940 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. 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. APPROVAL DATE DEPARTMENT OF COMMUNITY DEVELOPMENT PLANNER/ZONING ENGINEER — INSPECTIONS — ARB DEPARTMENT OF FIRE RESCUE ALBEMARLE COUNTY SERVICE AUTHORITY VIRGINIA DEPARTMENT OF TRANSPORTATION HEALTH DEPARTMENT S I T.F.J1__,.,,4, P T.,4AN.,L D0Ct.MLE,NTS 0 CONTACT INFORMATION 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 10127/17. REVISED 10/8/18 BUILDING PLAN VVAWA 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. GOVERNIING AGENCIES COUNTY OF ALBEMARLE DEPARTMENT OF COMMUNITY DEVELOPMENT 401 McINTIRE ROAD CHARLOTTESVILLE, VA 22902 PHONE: (434) 296-5832 FAX: (434) 972-4126 UTILITIES ALBEMARLE COUNTY SERVICE AUTHORITY 168 SPOTNAP ROAD CHARLOTTESVILLE, VA 22911 TEL: (434) 977-4511 ON S 041 LOCATION OF SITE 1W � WA_719m=_14 CHARLOTTESVILLE, VA 22901 RIVANNA MAGISTERIAL DISTRICT ALBEMARLE COUNTY, VIRGINIA TAX MAP: 32A-02-1 LOICXTI ON MAP ' COPYRIGHTADC THE MAP PEOPLE PERMIT (USE 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 OWNER CHARLOTTESVILLE PROFFIT, LLC 1401 BROAD STREET CLIFTON NJ, 07013 CONTACT. MARK FONTAINE (703)431-6938 ENGINE `.; 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. S -!._E ET INDEX 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 IPLAN C-301 FIRELANE 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 - C-707 CONSTRUCTION DETAILS C-801 - C-805 L, \ Sly, A URRF DATE ; \ �. w. < SI NATdR_ 6AATE ' _- SIGNATURE tJATk~ I HIS DOCUMENT" IS NOT ISSUED BY BOHLER ENGRIEERIN FOR CONSTRUCTION WITHOUT (3) SIGNATURES RRL'JECT REVISION DATE _ _ o z v C74 x� -1 lom4l r w� o a f w s W W o�. % l u r O way m w = 0-4Pq c�� T w .�' T� P, O a o J ,� 55 Iwo l } H cn 0 om ]REVISIONS REV DATE COMMENT BY !!! 1 10/9/18 ADDRESS COUNTY COMMENTS JQR 2 11/30/18 ADDRESS COUNTY COMMENTS JQR 3 2/22/19 ADDRESS COUNTY COMMENTS JQR 4 4/24/19 ADDRESS COUNTY COMMENTS JQR I r � � It's fast. It's free. It's the law. APPROVED FOR CONSTRUCTION PROJECT No.: V162083 DRAWN BY: DSH CHECKED BY: JQR DATE: 6/22/2018 SCALE. AS NOTED CAD l.D.: SD4 PROJECT: JL R"OPT SITE PLAN OCUM ENTS FOR wi\ LOCATION OF SITE SEMINOLE TRAIL AND PROFFIT ROAD ALBEMARLE COUNTY, VIRGINIA \\BOHLER E N G I N E E R I N G 128 BLACKWELL PARK LANE, SUITE 201 j WARRENTON, VIRGINIA 20186 Phone: (540) 349-4500 Fax: (540)349-0321 VA@BohlerEng.com SHEET TITLE: COVER SHEET SHEET NUMBER: c — 101 H:\16\V162083\DRAWINGS\PLAN SETS\SITE PLAN DOCUM ENTS\V162083SD 1. DWG PRINTED BY: DHALSEY 4.25.19 @ 3:36 PM LAST SAVED BY. DHALSEY GENERAL NOTES. CONTRACTOR IS RESPONSIBLE FOR COMPLIANCE WI TH ITH 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 10/8/18. 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: 11/27/17. • 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 STANDARD'S 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 PLANIS AND SPECIFICATIONS PRIOR TO PROCEEDING WITH ANY FURTHER WORK. T 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 IIF 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 PLANTS PRIOR TO CONTRACTOR GIVING ENGINEER WRITTEN NOTIFICATION OF SAME AND ENGINEER, THEREAFTER, PROVIDING CONTRACTOR WITH WRITTEN AUTHORIZATION TO PROCEED WITH SUCH ADDITIONAL WORK. 9. CONTRACTOR MUST REFER TO THE ARCHITECTURAL/BUILDING PLANS "OF RECORD" FOR EXACT LOCATIONS AND DIMENSIONS OF ENTRY/EXIT POINTS, ELEVATIONS, PRECISE BUILDING DIMENSIONS, AND EXACT BUILDING UTILITY LOCATIONS, 10, PRIOR TO THE START OF CONSTRUCTION, THE CONTRACTOR MUST COORDINATE THE BUILDING LAYOUT BY CAREFUL REVIEW OF THE ENTIRE SITE PLAN AND THE LATEST ARCHITECTURAL PLANS (INCLUDING, BUT NOT LIMITED TO, STRUCTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND FIRE SUPPRESSION PLAN, WHERE APPLICABLE). CONTRACTOR MUST IMMEDIATELY NOTIFY OWNER, ARCHITECT AND SITE ENGINEER, IN WRITING, OF ANY CONFLICTS, DISCREPANCIES OR AMBIGUITIES WHICH EXIST. 11. DEBRIS MUST NOT BE BURIED ON THE SUBJECT SITE AND ALL UNSUITABLE EXCAVATED MATERIAL AND DEBRIS (SOLID WASTE) MUST BE DISPOSED OF IN ACCORDANCE WITH THE REQUIREMENTS OF ANY AND ALL GOVERNMENTAL AUTHORITIES WHICH HAVE JURISDICTION OVER THIS PROJECT OR OVER CONTRACTOR. 12. THE CONTRACTOR IS RESPONSIBLE FOR IDENTIFYING WHEN SHORING IS REQUIRED AND FOR INSTALLING ALL SHORING REQUIRED DURING EXCAVATION (TO BE PERFORMED IN ACCORDANCE WITH CURRENT OSHA STANDARDS) AND ANY ADDITIONAL PRECAUTIONS TO BE TAKEN TO ASSURE THE STABILITY OF ADJACENT, NEARBY AND CONTIGUOUS STRUCTURES AND PROPERTIES. 13. THE CONTRACTOR IS TO EXERCISE EXTREME CARE WHEN PERFORMING ANY WORK ACTIVITIES ADJACENT TO PAVEMENT, STRUCTURES, ETC. WHICH ARE TO REMAIN EITHER FOR AN INITIAL PHASE OF THE PROJECT OR AS PART OF THE FINAL CONDITION. CONTRACTOR IS RESPONSIBLE FOR TAKING ALL APPROPRIATE MEASURES REQUIRED TO ENSURE THIS 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 SHOWNIIIN THE CONSTRUCTION CONTRACT DOCUMENTS. CONSTRUCTION MEANS AND/OR METHODS AND/OR TECHNIQUES OR PROCEDURES, COORDINATION OF THE WORK WITH OTHER TRADES, AND CONSTRUCTION SAFETY PRECAUTIONS ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND BOHLER HAS NO RESPONSIBILITY OR LIABILITY FOR SAME HEREUNDER. BOHLER ENGINEERING'S SHOP DRAWING REVIEW WILL BE CONDUCTED WITH REASONABLE PROMPTNESS WHILE ALLOWING SUFFICIENT TIME TO PERMIT ADEQUATE REVIEW. REVIEW OF A SPECIFIC ITEM MUST NOT INDICATE THAT BOHLER ENGINEERING HAS REVIEWED THE ENTIRE ASSEMBLY OF WHICH THE ITEM IS A COMPONENT. BOHLER ENGINEERING WILL NOT BE RESPONSIBLE FOR ANY DEVIATIONS FROM THE CONSTRUCTION DOCUMENTS NOT PROMPTLY AND IMMEDIATELY BROUGHT TO ITS ATTENTION, IN WRITING, BY THE CONTRACTOR. BOHLER ENGINEERING WILL NOT BE REQUIRED TO REVIEW PARTIAL SUBMISSIONS OR THOSE FOR WHICH SUBMISSIONS OF CORRELATED ITEMS HAVE NOT BEEN RECEIVED. 20. NEITHER THE PROFESSIONAL ACTIVITIES OF BOHLER ENGINEERING, NOR THE PRESENCE OF BOHLER ENGINEERING AND/OR ITS PAST, PRESENT AND FUTURE OWNERS, OFFICERS, DIRECTORS, PARTNERS, SHAREHOLDERS, MEMBERS, PRINCIPALS, COMMISSIONERS, AGENTS, SERVANTS, EMPLOYEES, AFFILIATES, SUBSIDIARIES, AND RELATED ENTITIES, AND ITS SUBCONTRACTORS AND SUBCONSULTANTS AT A CONSTRUCTION/PROJECT SITE, SHALL RELIEVE THE GENERAL CONTRACTOR OF ITS OBLIGATIONS, DUTIES AND RESPONSIBILITIES INCLUDING, BUT NOT LIMITED TO, CONSTRUCTION MEANS, METHODS, SEQUENCE, TECHNIQUES OR PROCEDURES NECESSARY FOR PERFORMING, OVERSEEING, SUPERINTENDING AND COORDINATING THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS AND COMPLIANCE ANY HEALTH OR SAFETY PRECAUTIONS REQUIRED BY ANY REGULATORY AGENCIES WITH JURISDICTION OVER THE PROJECT AND/OR PROPERTY. BOHLER ENGINEERING AND ITS PERSONNEL HAVE NO AUTHORITY TO EXERCISE ANY CONTROL OVER ANY CONSTRUCTION CONTRACTOR OR ITS EMPLOYEES IN CONNECTION WITH THEIR WORK OR ANY HEALTH OR SAFETY PROGRAMS OR PROCEDURES. THE GENERAL CONTRACTOR IS SOLELY RESPONSIBLE FOR JOB SITE SAFETY. BOHLER ENGINEERING SHALL BE INDEMNIFIED BY THE GENERAL CONTRACTOR AND MUST BE NAMED AN ADDITIONAL INSURED UNDER THE GENERAL CONTRACTOR'S POLICIES OF GENERAL LIABILITY INSURANCE AS DESCRIBED ABOVE IN NOTE 19 FOR JOB SITE SAFETY. 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 LOCAL JURISDICTION REQUIRES FEWER) IS DISTURBED BY CONSTRUCTION ACTIVITIES. CONTRACTOR IS RESPONSIBLE TO ENSURE THAT ALL ACTIVITIES, INCLUDING THOSE OF SUBCONTRACTORS, ARE IN COMPLIANCE WITH THE SWPPP, INCLUDING BUT NOT LIMITED TO LOGGING ACTIVITIES (MINIMUM ONCE PER WEEK AND AFTER RAINFALL EVENTS) AND CORRECTIVE MEASURES, AS APPROPRIATE. 30. AS CONTAINED IN THESE DRAWINGS AND ASSOCIATED APPLICATION DOCUMENTS PREPARED BY THE SIGNATORY PROFESSIONAL ENGINEER, THE USE OF THE WORDS CERTIFY OR CERTIFICATION CONSTITUTES AN EXPRESSION OF "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 10/26117, REVISED: 10/8/18 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: 11/27/17. 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 ACTI VITY. ALL DEMO LITION ACTIVITIES MUST BE PERFORMED IN ACCORDANCE WITH THE REQUIREMENTS OF THESE PLANS AND SPECIFICATIONS AND ALL APPLICABLE FEDERAL, STATE AND LOCAL REGULATIONS, RULES, REQUIREMENTS, STATUTES, ORDINANCES AND CODES. 6. PRIOR TO STARTING ANY DEMOLITION, CONTRACTOR IS RESPONSIBLE FOR/TO: A.OBTAINING ALL REQUIRED PERMITS AND MAINTAINING THE SAME ON SITE FOR REVIEW BY THE ENGINEER AND OTHER PUBLIC AGENCIES HAVING JURISDICTION THROUGHOUT THE DURATION OF THE PROJECT, SITE WORK AND DEMOLITION WORK. CONTRACTORS 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 LEVEL 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. IT IS STRONGLY RECOMMENDED THAT THE CONTRACTOR REVIEW THE INTENDED CONSTRUCTION WITH THE LOCAL BUILDING CODE PRIOR TO COMMENCEMENT OF CONSTRUCTION. GENERALGRADING & 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 UNDERG ND ROU 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 CODES, REGULATIONS, LAWS, RULES, STATUTES AND/OR ORDINANCES, IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD, IN WRITING, OF SAID CONFLICT AND/OR DISCREPANCY PRIOR TO THE START OF CONSTRUCTION. CONTRACTOR'S FAILURE TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUTE CONTRACTOR'S FULL AND COMPLETE ACCEPTANCE OF ALL RESPONSIBILITY TO COMPLETE THE SCOPE OF VVORK AS DEFINED BY THE DRAWINGS AND IN FULL COMPLIANCE WITH ALL FEDERAL, STATE AND LOCAL REGULATIONS, LAWS, STATUTES, ORDINANCES AND CODES AND, FURTHER, CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COSTS ASSOCIATED WITH SAME. 4. THE CONTRACTOR MUST LOCATE AND CLEARLY AND UNAMBIGUOUSLY DEFINE VERTICALLY AND HORIZONTALLY ALL ACTIVE AND INACTIVE UTILITY AND/OR SERVICE SYSTEMS THAT ARE TO BE REMOVED. THE CONTRACTOR IS RESPONSIBLE TO PROTECT AND MAINTAIN ALL ACTIVE AND INACTIVE SYSTEMS THAT ARE NOT BEING REMOVED/RELOCATED DURING SITE ACTIVITY. 5. THE CONTRACTOR MUST FAMILIARIZE ITSELF WITH THE APPLICABLE UTILITY SERVICE PROVIDER REQUIREMENTS AND IS RESPONSIBLE FOR ALL COORDINATION REGARDING UTILITY DEMOLITION AS IDENTIFIED OR REQUIRED FOR THE PROJECT. THE CONTRACTOR MUST PROVIDE THE OWNER WITH WRITTEN NOTIFICATION THAT THE EXISTING UTILITIES AND SERVICES HAVE BEEN TERMINATED AND ABANDONED IN ACCORDANCE WITH THE JURISDICTION AND UTILITY COMPANY REQUIREMENTS AND ALL OTHER APPLICABLE REQUIREMENTS, RULES, STATUTES, LAWS, ORDINANCES AND CODES. 6. THE CONTRACTOR MUST INSTALL ALL STORM SEWER AND SANITARY SEWER COMPONENTS WHICH FUNCTION BY GRAVITY PRIOR TO THE INSTALLATION OF ALL OTHER UTILITIES. 7. CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF SITE PLAN DOCUMENTS AND ARCHITECTURAL DESIGN FOR EXACT BUILDING UTILITY CONNECTION LOCATIONS, GREASE TRAP REQUIREMENTS/DETAILS, DOOR ACCESS, AND EXTERIOR GRADING. THE ARCHITECT WILL DETERMINE THE UTILITY SERVICE SIZES. THE CONTRACTOR MUST COORDINATE INSTALLATION OF UTILITIES/SERVICES WITH THE INDIVIDUAL COMPANIES, TO AVOID CONFLICTS AND TO ENSURE THAT PROPER DEPTHS ARE ACHIEVED. THE CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT INSTALLATION OF ALL IMPROVEMENTS COMPLIES WITH ALL UTILITY REQUIREMENTS WITH JURISDICTION AND/OR CONTROL OF THE SITE, AND ALL OTHER APPLICABLE REQUIREMENTS, RULES, STATUTES, LAWS, ORDINANCES AND CODES AND, FURTHER, IS RESPONSIBLE FOR COORDINATING THE UTILITY TIE-INS/CONNECTIONS PRIOR TO CONNECTING TO THE EXISTING UTILITY/SERVICE. WHERE A CONFLICT(S) EXISTS BETWEEN THESE SITE PLANS AND THE ARCHITECTURAL PLANS, OR WHERE ARCHITECTURAL PLAN UTILITY CONNECTION POINTS DIFFER, THE CONTRACTOR MUST IMMEDIATELY NOTIFY THE ENGINEER, IN WRITING, AND PRIOR TO CONSTRUCTION, RESOLVE SAME. 8. WATER SERVICE MATERIALS, BURIAL DEPTH, AND COVER REQUIREMENTS MUST BE SPECIFIED BY THE LOCAL UTILITY COMPANY. CONTRACTOR'S PRICE FOR WATER SERVICE MUST INCLUDE ALL FEES, COSTS AND APPURTENANCES REQUIRED BY THE UTILITY TO PROVIDE FULL AND COMPLETE WORKING SERVICE, CONTRACTOR MUST CONTACT THE APPLICABLE MUNICIPALITY TO CONFIRM THE PROPER WATER METER AND VAULT, PRIOR TO COMMENCING CONSTRUCTION. 9. ALL NEW UTILITIES/SERVICES, INCLUDING ELECTRIC, TELEPHONE, CABLE TV, ETC. ARE TO BE INSTALLED UNDERGROUND. ALL NEW UTILITIES/SERVICES MUST BE INSTALLED IN ACCORDANCE WITH THE UTILITY/SERVICE PROVIDER INSTALLATION SPECIFICATIONS AND STANDARDS. 10. SITE GRADING MUST BE PERFORMED IN ACCORDANCE WITH THESE PLANS AND SPECIFICATIONS AND THE RECOMMENDATIONS SET FORTH IN THE GEOTECHNICAL REPORT REFERENCED IN THIS PLAN SET. THE CONTRACTOR IS RESPONSIBLE FOR REMOVING AND REPLACING UNSUITABLE MATERIALS WITH SUITABLE MATERIALS AS SPECIFIED IN THE GEOTECHNICAL REPORT. ALL EXCAVATED OR FILLED AREAS MUST BE COMPACTED AS OUTLINED IN THE GEOTECIHNICAL REPORT. MOISTURE CONTENT AT TIME OF PLACEMENT MUST BE SUBMITTED IN A COMPACTION REPORT PREPARED BY A QUALIFIED GEOTECHNICAL ENGINEER, REGISTERED WITH THE STATE WHERE THE WORK IS PERFORMED, VERIFYING THAT ALL FILLED AREAS AND SUBGRADE AREAS WITHIN THE BUILDING PAD AREA AND AREAS TO BE PAVED HAVE BEEN COMPACTED IN ACCORDANCE WITH THESE PLANS, SPECIFICATIONS AND THE RECOMMENDATIONS SET FORTH IN THE GEOTECHNICAL REPORT AND ALL APPLICABLE REQUIREMENTS, RULES, STATUTES, LAWS, ORDINANCES AND CODES. SUBBASE MATERIAL FOR SIDEWALKS, CURB, OR ASPHALT MUST BE FREE OF ORGANICS AND OTHER UNSUITABLE MATERIALS. SHOULD SUBBASE BE DEEMED UNSUITABLE BY OWNER/DEVELOPER, OR OWNER/DEVELOPER'S REPRESENTATIVE, SUBBASE IS TO BE REMOVED AND FILLED WITH APPROVED FILL MATERIAL COMPACTED AS DIRECTED BY THE GEOTECHNICAL REPORT. EARTHWORK ACTIVITIES INCLUDING, BUT NOT LIMITED TO, EXCAVATION, BACKFILL, AND COMPACTING MUST COMPLY WITH THE RECOMMENDATIONS IN THE GEOTECHNICAL REPORT AND ALL APPLICABLE REQUIREMENTS, RULES, STATUTES, LAWS, ORDINANCES AND CODES. EARTHWORK ACTIVITIES MUST COMPLY WITH THE STANDARD STATE DOT SPECIFICATIONS FOR ROADWAY CONSTRUCTION (LATEST EDITION) AND ANY AMENDMENTS OR REVISIONS THERETO, 11. ALL FILL, COMPACTION, AND BACKFILL MATERIALS REQUIRED FOR UTILITY INSTALLATION MUST BE AS PER THE RECOMMENDATIONS PROVIDED IN THE GEOTECHNICAL REPORT AND MUST BE COORDINATED WITH THE APPLICABLE UTILITY (COMPANY SPECIFICATIONS. WHEN THE PROJECT DOES NOT HAVE GEOTECHNICAL RECOMMENDATIONS, FILL AND COMPACTION MUST, AT A MINIMUM, COMPLY WITH THE STATE DOT REQUIREMENTS AND SPECIFICATIONS AND CONSULTANT SHALL HAVE NO LIABILITY OR RESPONSIBILITY FOR OR AS RELATED TO FILL, COMPACTION AND BACKFILL. FURTHER, CONTRACTOR IS FULLY RESPONSIBLE FOR EARTHWORK BALANCE. 12. THE CONTRACTOR MUST COMPLY, TO THE FULLEST EXTENT, WITH THE LATEST OSHA STANDARDS AND REGULATIONS, AND/OR ,ANY OTHER AGENCY WITH JURISDICTION FOR EXCAVATION AND TRENCHING PROCEDURES. THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE "MEANS AND METHODS" REQUIRED TO MEET THE INTENT AND PERFORMANCE CRITERIA OF OSHA, AS WELL AS ANY OTHER ENTITY THAT HAS JURISDICTION FOR EXCAVATION AND/OR TRENCHING PROCEDURES AND CONSULTANT SHALL HAVE NO RESPONSIBILITY FOR OR AS RELATED FOR OR AS RELATED TO EXCAVATION AND TRENCHING PROCEDURES. 13. PAVEMENT MUST BE SAW CUT IN STRAIGHT LINES, AND EXCEPT FOR EDGE OF BUTT JOINTS, MUST EXTEND TO THE FULL DEPTH OF THE EXISTING PAVEMENT. ALL DEBRIS FROM REMOVAL OPERATIONS MUST BE REMOVED FROM THE SITE AT -THE TIME OF EXCAVATION, STOCKPILING OF DEBRIS WILL NOT BE PERMITTED. 14. THE TOPS OF EXISTING MANHOLES, INLET STRUCTURES, AND SANITARY CLEANOUT TOPS MUST BE ADJUSTED, AS NECESSARY, TO MATCH PROPOSED GRADES IN ACCORDANCE WITH ALL APPLICABLE STANDARDS, REQUIREMENTS, RULES, S TATUTES, LAWS, ORDINANCES AND CODES. 15, DURING THE INSTALLATION OF SANITARY SEWER, STORM SEWER, AND ALL UTILITIES, THE CONTRACTOR MUST MAINTAIN A CONTEMPORANEOUS AND THOROUGH RECORD OF CONSTRUCTION TO IDENTIFY THE AS -INSTALLED LOCATIONS OF ALL UNDERGROUND INFRASTRUCTURE. THE CONTRACTOR MUST CAREFULLY NOTE ANY INSTALLATIONS THAT DEVIATE FROM THE INFORMATION CONTAINED IN THE UTILITY PLAN. THIS RECORD MUST BE KEPT ON A CLEAN COPY OF THE SITE PLAN, WHICH CONTRACTOR MUST PROMPTLY PROVIDE TO THE OWNER AT THE COMPLETION OF WORK. 16. WHEN THE SITE IMPROVEMENT PLANS INVOLVE MULTIPLE BUILDINGS, SOME OF WHICH MAY BE BUILT AT A LATER DATE, THE CONTRACTOR MUST EXTEND ALL LINES, INCLUDING BUT NOT LIMITED TO STORM SEWER, SANITARY SEWER, UTILITIES, AND IRRIGATION LINE, TO A POINT AT LEAST FIVE (5) FEET BEYOND THE PAVED AREAS FOR WHICH THE CONTRACTOR IS RESPONSIBLE. CONTRACTOR MUST CAP ENDS AS APPROPRIATE, MARK LOCATIONS WITH A 2X4, AND MUST NOTE THE LOCATION OF ALL OF THE ABOVE ON A CLEAN COPY OF THE SITE PLAN, WHICH CONTRACTOR MUST PROMPTLY PROVIDE TO THE OWNER UPON COMPLETION OF THE WORK. 17. THE CONTRACTOR IS FULLY RESPONSIBLE FOR VERIFICATION OF EXISTING TOPOGRAPHIC INFORMATION AND UTILITY INVERT ELEVATIONS PRIOR TO COMMENCING ANY CONSTRUCTION. CONTRACTOR MUST CONFIRM AND ENSURE 0.75% MINIMUM SLOPE AGAINST ALL ISLANDS, GUTTERS, AND CURBS; 1.0% ON ALL CONCRETE SURFACES; AND 1.5% MINIMUM ON ASPHALT (EXCEPT WHERE ADA REQUIREMENTS LIMIT GRADES), TO PREVENT PONDING, CONTRACTOR MUST IMMEDIATELY IDENTIFY, IN WRITING TO THE ENGINEER, ANY DISCREPANCIES THAT MAY OR COULD AFFECT THE PUBLIC SAFETY, HEALTH OR GENERAL WELFARE, OR PROJECT COST. IF CONTRACTOR PROCEEDS WITH CONSTRUCTION WITHOUT PROVIDING PROPER NOTIFICATION, MUST BE AT THE CONTRACTOR'S OWN RISK AND, FURTHER, CONTRACTOR SHALL INDEMNIFY, DEFEND AND HOLD HARMLESS THE DESIGN ENGINEER FOR ANY DAMAGES, COSTS, INJURIES, ATTORNEY'S FEES AND THE LIKE WHICH RESULT FROM SAME. 18. PROPOSED TOP OF CURB ELEVATIONS ARE GENERALLY 6" ABOVE EXISTING LOCAL ASPHALT GRADE UNLESS OTHERWISE NOTED. FIELD ADJUST TO CREATE A MINIMUM OF 0.75% GUTTER GRADE ALONG CURB FACE. IT IS CONTRACTOR'S OBLIGATION TO ENSURE THAT DESIGN ENGINEER APPROVES FINAL CURBING CUT SHEETS PRIOR TO INSTALLATION OF SAME. 19. REFER TO SITE PLAN FOR ADDITIONAL NOTES. 20. IN THE EVENT OF DISCREPANCIES AND/OR CONFLICTS BETWEEN PLANS OR RELATIVE TO OTHER PLANS, THE SITE PLAN WILL TAKE PRECEDENCE AND CONTROL. CONTRACTOR MUST IMMEDIATELY NOTIFY THE DESIGN ENGINEER, IN WRITING, OF ANY DISCREPANCIES AND/OR CONFLICTS. 21. CONTRACTOR 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 AND OWNER PRIOR TO INITIATING WORK ANY WORK. 22. WHERE RETAINING WALLS (WHETHER OR NOT THEY MEET THE JURISDICTIONAL DEFINITION) ARE IDENTIFIED ON PLANS, ELEVATIONS IDENTIFIED ARE FOR THE EXPOSED PORTION OF THE WALL. WALL FOOTINGS/FOUNDATION ELEVATIONS ARE NOT IDENTIFIED HEREIN AND ARE TO BE SET/DETERMINED BY THE CONTRACTOR BASED ON FINAL STRUCTURAL DESIGN SHOP DRAWINGS PREPARED BY THE APPROPRIATE PROFESSIONAL LICENSED IN THE STATE WHERE THE CONSTRUCTION OCCURS. 23. STORM DRAINAGE PIPE UNLESS INDICATED OTHERWISE, ALL STORM SEWER PIPE MUST BE REINFORCED CONCRETE PIPE (RCP) CLASS III WITH SILT TIGHT JOINTS. WHEN HIGH -DENSITY POLYETHYLENE PIPE (HDPE) IS CALLED FOR ON THE PLANS, IT MUST CONFORM TO AASHTO M294 AND TYPE S (SMOOTH INTERIOR WITH ANGULAR CORRUGATIONS) WITH GASKET FOR SILT TIGHT JOINT. PVC PIPE FOR ROOF DRAIN CONNECTION MUST BE SDR 26 OR SCHEDULE 40 UNLESS INDICATED OTHERWISE. 24. 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/QR MANHOLES STRUCTURE TO CENTER OF STRUCTURE. 26. STORMWATER ROOF DRAIN LOCATIONS ARE BASED ON PRELIMINARY ARCHITECTURAL PLANS. CONTRACTOR IS 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 MAIIN, 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, ADEQUATIE STRUCTURAL SUPPORT FOR THE SEWER MUST BE PROVIDED. 29. WATER MAIN PIPING MUST BIE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS AND SPECIFICATIONS OF THE LOCAL WATER PURVEYOR. IN THE ABSENCE OF SUCH REQUIREMENTS, WATER MAIN PIPING {MUST BE CEMENT -LINED DUCTILE IRON (DIP) MINIMUM CLASS 52 THICKNESS. ALL PIPE AND APPURTENANCES MUST COMPLY WITH THE APPLICABLE AWWA STANDARDS IN EFFECT AT THE TIME OF APPLICATION. 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 IBE 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 STUMP 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 IIS 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. z H I y011" n a -y- I �������% 11 a a PN I om% a` III 1 �i 0 f z L �,= W s a o ai ai `z w 00 ' 00 ;E -� 1. ` 1.o 2 I � ram--- �� o� - - ; �4 r) , N o :=� H W ri) E ,n U rr-'fi M - z rJ Fa ,, � - ti `r- .ow n �' ''" T ~ � �' ¢ �aI m 7 -� b E--m Gwo a r� 0 p n f o� � � I � �I< a0 �- o �WX 00 -� 0 0 rE RE'VISIONS REV DATE COMMENT BY 1 10/9/18 ADDRESS COUNTY COMMENTS JQR 2 11/30/18 ADDRESS COUNTY COMMENTS JQR 3 2/22/19 ADDRESS COUNTY COMMENTS JQR 4 4/24/19 ADDRESS COUNTY COMMENTS JQR L I I I ./ KNOW WHAT'S BELOW ALWAYS CALL 811 BEFORE YOU DIG It's fast. It's free. It's the law. APPROVED FOR CONSTRUC 1 ��� PROJECT No.: V162083 DRAWN BY: DSH CHECKED BY: JQR DATE: 6/22/2018 SCALE: N/A CAD I.D.: SD4 PROJECT: PRO . SITE PLAN`` FOR ", � v � '. �r ,� ��, , 7 \_, �,,n, ,iI '" I - ''I a\mil, Cum I.,OCATION OIL' SITE SEMINOLE TRAIL AND PROFFIT ROAD ALBEMARLE COUNTY, VIRGINIA .... _.. �-11,11", . ­. ... ''I n I�� � � 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540) 349-4500 Fax: (540) 349-0321 VA(a7RohlerEna_rnm OFIEE I I I i LE. SHEET NUMBER: C-102 H:\76\V162083\DRAWINGS\PLAN SETS\SITE PLAN D0CUMENTS\V162083SD1.DWG PRINTED BY. DHALSEY 4.24A9 @ 3.51 PM LAST SAVED BY: DHALSEY STANDARD DRAWING LEGEND FOR ENTIRE PLAN SET (NOT TO SCALE) LIMIT OF WORK __LOW -LOW — LIMIT OF DISTURBANCE EXISTING NOTE TYPICAL NOTE TEXT ONSITE PROPERTY LINE/ R.O.W. LINE PROPERTY LINE / INTERIOR PARCEL LINE EASEMENT LINE SETBACK LINE CONCRETE CURB & GUTTER UTILITY POLE WITH LIGHT POLE LIGHT TRAFFIC LIGHT O UTILITY POLE TYPICAL LIGHT ACORN LIGHT TYPICAL SIGN TRASH CAN A�\ PARKING COUNTS — — --1170-- — — CONTOUR ------------- 169 ------------ LINE SPOT A71 �,6d " � OR 516.4 ELEVATIONS !S A SANITARY LABEL STORM LABEL SANITARY SEWER LATERAL UNDERGROUND WATER LINE E UNDERGROUND ELECTRIC LINE G UNDERGROUND GAS LINE OVERHEAD WIRE T UNDERGROUND TELEPHONE LINE c UNDERGROUND CABLE LINE STORM — — — — — — — — — — SEWER 5' SANITARY ........... SEWER MAIN HYDRANT SANITARY MANHOLE STORM MANHOLE Wm WATER METER WATER VALVE GAS VALVE GAS METER TYPICAL END SECTION HEADWALL OR ENDWALL GRATE INLET CURB INLET 0 CLEAN OUT ELECTRIC MANHOLE Ji TELEPHONE MANHOLE ELECTRIC BOX ELECTRIC PEDESTAL 4) MONITORING WELL TEST PIT BENCHMARK BORING STANDARD ABBREVIATIONS FOR ENTIRE PLAN SET -LOD—LOD AC ACRES AMERICANS WITH ADA PROPOSED NOTE DISABILITY ACT ARCH ARCHITECTURAL BC BOTTOM OF CURB BF BASEMENT FLOOR BK BLOCK BL BASELINE BLDG BUILDING BM BUILDING BENCHMARK BRIL BUILDING RESTRICTION LINE CF CUB IC FEET CURB AND GUTTER I CIL CENTERLINE SPILL TRANSITION CMP CORRUGATED METAL PIPE CONN CONNECTION DEPRESSED CURB AND GUTTER CONC CONCRETE CPP CORRUGATED PLASTIC PIPE CY CUBIC YARDS DEC DECORATIVE DEP DEPRESSED DIP DUCTILE IRON PIPE DOM DOMESTIC 0 ELEC ELECTRIC ELEV EP ELEVATION EDGE OF PAVEMENT ES EDGE OF SHOULDER EW END WALL EX EXISTING FES FLARED END SECTION FF FINISHED FLOOR FH FIRE HYDRANT ZL FG FINISHED GRADE G GRADE GF GARAGE FLOOR (AT DOOR) 190 187 GH GRADE HIGHER SIDE OF WALL C516. 0 1 FC 516.0 GL GRADE LOWER SIDE OF WALL GIRT GRATE GV GATE VALVE HIGH DENSITY MSAN HDPE POLYETHYLENE PIPE HP HIGH POINT � x HOR HORIZONTAL HW HEADWALL cL INT INTERSECTION INV INVERT —W LF LINEAR FOOT LOC LIMITS OF CLEARING E LOD LIMITS OF DISTURBANCE G LOS LINE OF SIGHT LIP LOW POINT L/S LANDSCAPE MAX MAXIMUM T MIN MINIMUM MH MANHOLE mi MECHANICAL JOINT Oc ON CENTER PA POINT OF ANALYSIS S PC POINT CURVATURE OF COMPOUND PCCR CPOINT URVATURE, CURB RETURN P1 POINT OF INTERSECTION O FOG POINT OF GRADE OPROP /l PROPOSED l PT POINT OF TANGENCY POINT OF TANGENCY, PTCR CURB RETURN • PVC POLYVINYL CHLORIDE PIPE POINT OF VERTICAL PVI INTERSECTION ❑ PVT POINT OF VERTICAL TANGENCY R RADIUS RCP REINFORCED CONCRETE PIPE �7 RET WALL RETAINING WALL R/W RIGHT OF WAY >R� S SLOPE SAN SANITARY SEWER SF SQUARE FEET STA STATION STM STORM 0 S/W SIDEWALK TBR TO BE REMOVED T TBRL TO BE RELOCATED TC TOP OF CURB TELE TELEPHONE TPF TREE PROTECTION FENCE TW TOP OF WALL FEPI Typ TYPICAL UG UNDERGROUND UP UTILITY POLE W WIDE W/L WATER LINE W/M WATER METER PLUS OR MINUS DEGREE 0 DIAMETER # NUMBER PROPOSED EASEMENT LEGEND DI SIGHT DISTANCE STORM DRAIN S S SANITARY SEWER I W I WATER PA PUBLIC ACCESS O COMMON SHARED INGRESS -EGRESS P I U PUBLIC UTILITY 9 VARIABLE WIDTH S S I F — — — — — — — — — — STORM FACILITY Zo r O�4 so 00 Wn 0 °aazla PY 1 ow REVISIONS REV! DATE COMMENT BY 1 10/9/18 ADDRESS COUNTY COMMENTS JQR 2 11/30/18 ADDRESS COUNTY COMMENTS JQR 3 2/22119 ADDRESS COUNTY COMMENTS JQR 4 4/24119 ADDRESS COUNTY COMMENTS JQR KNOW WHAT'S BELOW ALWAYS CALL 811 BEFORE YOU DIG It's fast. It's free. It's the law. APPROVED FOR CONSTRUCTION PROJECT No.: V162083' DRAWN BY: DSH CHECKED BY: JQR DATE: 6/22/2018 SCALE: N/A CAD I. D.: SD4 PROJECT: P" R 0) P SITE IPTAN L) T-% n MUMENTS FOR WaQ LOCATION OF SITE SEMINOLE TRAIL AND PROFFIT ROAD ALBEMARLE COUNTY, VIRGINIA I BOHLER' E N G H N E E R H N G 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540) 349-4500 Fax: (540) 349-0321 i VAnh Rnh1prFnt-j rnm Jl - I 11 I ­. GENERAL NOTES AN LEGEND SHEET NUMBER: C-103 H:\16\V162083\DRAWINGS\PLAN SETS\SITE PLAN D0CUMENTS\V162083SD1.DWG PRINTED BY DHALSEY 4.24.19 @ 3:51 PM LAST SAVED BY DHALSEY PARTOFTP.21(72 DR 66.IPG 714 LIADS OF AIARM A DS 1415 PG. 57 PIA" J214-02-14-1 F OR 01 ff A C PARTOWMCTI D.R W PC 797 LAAR5 OT m'4['L0ypR0pwwTjT'si11, ac DS OR PG W D,B 451PC 466 PIX 124 -02-1 A J28 5 F ORI) V2 A C z Ill At J,06,075 On )q IS0 kH A�— PAIRT OF M-1 C T2 '52 =524.57 /4 D.-fl 6&PC 744 h6,V4,42 8 I.ANDS OW 12 &V AMR7H4jEFTE1?,50,VH0,5WTAL x VX 4 115M, DB -1 57 LU PTAVJ24-02-11 cn A417j= 7 s 00 N 4 vzv 0 c Z 1-REI:180,01 FOff' 11YAC(31) C) 7 -81' ]NJ 68S R4219AC(R) < Z Z) /�-585: IS i, "0- k I - HIE&O" wo 40C w',Iamr FOUND STORM MR 0 > /A=000' 40" A 0SEMENT 6' RHOW 1W A- -W,4, 6 =96-55' GRAX 8=50. 1 R I R�'797 /AV A=521.21 I GRASS CHD=19 51 ARFA -ON" cu/?8 V R=4&00' 04 C:k t1tv. "ke, CyjT5 A=057"57'03 SIGN (7rp) 56 qA S76 STO) Loc. vf PCO to APPROX '97 H =S47'33'54"kQ'--"' E45EMENr 9.8. 297 PG. �03 A,A9A 514 47TOM 2 �0 'A', PARKING RL:AS SHOW ON PL4T RECOR49ED D=46.5 SIGN SIGN 01V .0, 6 661,00, 744 7z' X-CuT RAYW= =�;T-15690 fig(=5 8. �RIM=528 REY =,526 56 "�w MH 'A F04IN9 0. 2' 86 ow OR,40f A,9A hW 8=,521,71 NY A=521.66 A=5�2 0'9" 7> PROPOSED if" A -k� 5/1A1 N54'Jg'50 V 24� 22 (Y) '.z 'i 1) ' 1W C=,521,46 SPEED LIMA ' F311 PvIRCH, 24 SIGN 6RASS -APPA'04- 10162, S', AR11, 0,0NNST" iR FOUND ET ScwfR fASCR0, 517A c 6 lu RE WICAP 2' 8ELOW OR 1. ao k. 0i 9AR A 4 /28, 1600 Po; 8 14 SET IOIZO117 GR40f' A=59"8 S7�2�6"F ASPIAL I 35.54' MH R=5856.58'(M) PA VEMEN T CONC, AYM=526 95, IiASF 61, A=000" 12'02" (M) #12' 1� INV *620,40 I =0A AQW --Lo S/61v lft�b--520.75 /w i, 0 _pw AOOPT A CHB=N37-28'19-E (M) A UNIT 98 HIGHWAY C1 CA AA WE CONC PAD CURB SION CHD=26,49(M) COAC A WALK '60 rZ ASPH44 T kp 1FR PA WMEN T )REW 1A APE WOX 4 X 0 PAD A?9 AT GR40i 7 'ONSTACTOV SAW MH E45aw L AWL R#0652s 40 F U LT SAY MH D.B. J396 PG, 75FL71 -1W A;21 Ilk 5 N "'u —ID, SIG 99 ASPH42 RIMrY =52731 hVV A /w 7t --52ZS4 PA WMCN T �"hW A=;r519J1 /)w hW 0== 15 ffi�5 VIM WAIL . .... .. -, I I,' INY 8=5f951 INV 9=5igl 75 CONC 1kv C-519. t6 IRrT COWR y, 154ANOS SIGN 18 WAX)? MS&W 12 > A8, JJ96 PG 75 E7, Rss 4 R w1r, 4 P FOUND AT GRAOF '754 WER RAY ASSOC. AR9 /v ')z x ASPAWT J41 8A"ENT ASPHN T 0 X PAWMENT 'A MARMfR- r SEWER 15 OR 7176 A2 511 SANIT POST I$ UP IW49 0 pff 2. St*-H �AS-FWAII TTOP SIGN lu 0 P5C, 514 9,, UR8 IKU 8 17 f OUND SNCHUW pff IliV=52,9,59 At, X-cvT INV A=�i? jug - Ok WAY SION N61`5900W Foum IV77 INV B=50'64 Uo 1143'(M) 26 44 z Z, UP G. Z ry 9 5 OW8 Au AqfA 09 UP 12 RIM-5JO, 64 a�' IW=,524,94 AWL 2 rFN8vRr GO. MA P CB —J,,9J5,700 0, FOUND E W, N:�, 11j, 4 - 0 SIGN =2-1 ---�HOSPIFAL SW MH . . .......... PAR-TOFTRACTI PARCEL 1-7 M-528.83 "' "' U PR srop 0, INV A�51928 P /,,4,W,? 5/av pp, DB 661PU 7917 D.B9,50 PG 95 INV 8=51 7 M 20, &7lu7y FAsER&V INV D=5172 0 INV6=5170 AR 718 PG 157 OA D V6 Of' LAAVS Or, LA1V ,4 -649 AW-1v -,1J21LL0YPW0Pj6Wk7M81f1, LLC JfAL1,0YPR0PTRTr1,,,5II1, LLC DB 485]PG W D-H 1851PC 160 A ks7i 61 DW 48f1PG 4,66 DB 185] PC 4,66 sw MH XN- d2A -0,?.] PIN, .12A - ffl- 1A I RIM=529.29 AREA: 6q,59VS.F OR1391AC(N) AgEA: 1� 721 S F OR 1) OVA C (M) INV A (UPRER)=522 54 INV A (LO#P)=51729 61,#7tYSF ORIMAC, 1) 0,715 A C (R) /Ow 8=51Z 15 INV 0-51Z 14 REFERENCES t DRAFT PLAN ENTITLED PROPOSED SITE PLAN DOCUMENTS, PREPARED BY BOHLER ENGINEERING, DATED JUNE 22,2018. 7,5 1 30' 0, 0� JANE SALTS C L AUSS Lic. Nc "A L E G F'i N D HYDRANT WATER VALVE GAS VALVE OVERHEAD WIRES APPROX. LOC. UNDERGROUND GAS LINE PER UTILITY MAR OUT UTILITY POLE m. ELECTRIC METER 03 SANITARY MANHOLE 00 STORM DRAIN MANHOLE SIGN . ... . . MAIL BOX BOLLARD AREA LIGHT CLEAN OUT PAINTED ARROWS 05 41] TITLE REPORT EXCEPTION OENOTES PARKING SPACE COUNT BENCHMARK GUY WIRE TRAFFIC SIGNAL POLE TREE (SIZE AS NO-rEDi CENTERLINE BORING LOCATION eP EDGE OF PAVEMENT (R) RECORD 611) MEASURED IR IRRIGATION COVER P()fl POINT OF BEGINNING @ PROP. CORNER TO BE SET APPROX. LOC VIRGINIA POWER EASEMENT D,B, 117G PG. 375 104 APPROX. LOC 16 VIRGINIA POWER EASEMENT J D -B, 1176 PG, 367 2 1 REV, PER UPDATED COMMITMENT & PROPOSED PARCEL - JEB I 10108118 1 REVISED PER ADDITIONAL 'TOPOGRAPHY I su 08116118 No. DESCRIPTION OF REVISION Ls Ly DATE AL T,4/zVSP,5 L.ILVD -TITLE SUR TT Y Fv— WAWA 1"�ftle 3267 PROFFIT ROAD W 0 RIVANINA MAGISTERIAL DISTRICT ALBEMARLE COUNTY, VIRGINIA FILE NO. 22636 DAVIS DRIVE, SUITE 250 5TERLING, VIRGINIA 20V4 SV1620811 EUBOHLER"' 70370q�9500 - 701IW9501 FAX G E DATE E N I N E R I N G :1111YCU aBOI��TON,MA*NgVYOF.KWTROmNARqN,NJ wPh,`IL/0RN'W1.zC0THRNJ mLEKWPA. VAIiEY,11SOUTHEAST0A P 10/26/2017 FIELD DATE GREW CHIEF DRAWN REVIEVIED I APPROVED I SCALE I" 30� DWG, NO, 10/20/17 to SPT RT JB C - 2,'0- 1 LUI Z p, D.B. 5127 PG. 428 v CTOR TO SUPPORT LrHT POff AND MSE AS NEEDED DEMOLITION/REMOVAL -LEGEND DEMOLITION/REMOVAL NOTE TYPICAL NOTE TEXT - — — — — — — — — — — — — — — — EASEMENT LINE CONCRETE CURB & GUTTER UTILITY POLE WITH LIGHT POLE LIGHT aE TRAFFIC LIGHT UTILITY POLE TYPICAL LIGHT ACORN LIGHT TYPICAL SIGN X\ PARKING COUNTS SPOT ELEVATIONS SANT SANITARY LABEL TM STORM LABEL — — — — — — SL — — — — — — — SANITARY SEWER LATERAL — — — — — — — W — — — — — — — UNDERGROUND WATER LINE -------E—_.----- UNDERGROUND ELECTRIC LINE — — — — — — — G — — — — — — UNDERGROUND GAS LINE -------OH — — — — — — — OVERHEAD WIRE — — — — — — — UNDERGROUND TELEPHONE LINE — — — — — — — c — — — — — — — UNDERGROUND CABLE LINE - - - - - - - - - - - - - - - - - - - STORM SEWER — — — — — — — S — — — — — — — SANITARY SEWER MAIN HYDRANT S SANITARY MANHOLE D STORM MANHOLE vvM WATER METER WV WATER m VALVE 0 GAS VALVE GAS METER LEGEND SAWCUT LOD— LIMITS OF DISTURBANCE NOTE: SEE SHEET C-1 02 FOR DEMOLITION NOTES. o 4 "S 71 Pq Ile if 0 a z r_1 P-1 o go imlm4 pq oz I z z o � U N'� tt I REVISIONS REV DATE COMMENT BY 1 10/9/18 ADDRESS COUNTY COMMENTS JQR 2 11/30/18 ADDRESS COUNTY COMMENTS JQR 3 2122/19 ADDRESS COUNTY COMMENTS JQR 4 4/24/19 ADDRESS COUNTY COMMENTS JQR Tj KNOW WHAT'S BELOW ALWAYS CALL 811 BEFORE YOU DIG It's fast. It's free. It's the law. APPROVED FOR CONSTRUCTION PROJECT No.: V1620837' DRAWN BY: DSH CHECKED BY: JQR DATE: 6122/2018 SCALE: V = 20' CAD I. D..— SS4J PROJECT: 'r-A PRIU, jr. SITE PLAN T-jj cx UPUCUMENTS FOR � � � G, ors LOCAT10N OF SITE SEMINOLE TRAIL, AND PROFFIT ROAD ALBEMARLE COUNTY, VIRGINIA I BOHLE4R 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 L VA(cDBOhierEna.com - I-- I I I I LC. DEMOLITION PLAN SHEET NUMBER: C®02 H.\16\V162083\DRAW1NGS\PLAN SETS\SITE PLAN D0CI_MENTS\VI62083SSTDWG PRINTED BY: DHALSEY 4.24.19 @ 3:51 PM LAST SAVED BY: DHALSEY PROP. STONE SHOULDER WITH 4 TOPPING f CONTRACTOR TO FILL DIFFERENTIAL WITH 21A GRADE) PROP. "NO LEFT TURN" �..-... (R3-2) SIGN i PIN: 32-38 AIRPORT PLAZA LC D.B. 4622 PC. 319 USE- RETAIL STORE o .....,� / �, N 3, 936, 4> 4 PROP. "NO LURN.Y.,,., (R3 2) SIGN % 15' .......: EYE PROP. RAISED ROF: Al", CONCRETE ISLAND \\ WP-2 OVERALY ` 4"WHITE MINI SKIPS WITH 2' , � a LENGTHS AND 4' SPACES \ Y >> "' _ SZ U T r N z co o a x ..` co 0 > to 1 b a \._ 141 �a v 4" WHITE LINE ` P < P ..�' a' a ...,• ' EASEMENT D.B. 297 PG,. 514 AS SHOWN ON PLAT RECORDED i ON D.9. 661-PG, 744 % PROP.10' J % LANDSCAPE VAPPROX LOC. EX ROW rnvr. mivHI t i nw,. um of i t CONSTRUCTION ESMT. PROP OFF -SITE 20' \� STORM EASEMENT, \ APR LOC. 5 c'. 0/NT F AC CES SEW NIY` ) P�. 797 .� / SANITARY SEW�R EASEMENT PROP OFF -SITE —P OP \ D.B.160_0 PG. 81 LANDSCAPE ESMT E: a 4 BUFFER ONUMD �% 1 / / SIGN PROP CG-6 `C.7`-- LIMITS OF WORK ` V ,� S7 0 DI-3B STM `\\ PROP SAV 1 UT ` �� PR LLANCISCAPE /'—'�:�76'E 20$5 31 E-5 \\ ' BASEMENT LIMITS OF DISTURB CE, Qs BOUNDARY LINE ADJUSTMENT APPROVED / / W o� WITH #20190000012 / �sA3 \ DB 05127, PG 0428-00432 / \ \. OP. VENT / PR STACK PAD STM STM \ \ E-3A PROP", MH-1 WP-2 OVERA 4" WHITE MINI SKIPS WITH 2' LENGTHS AND 4' SPACES i lJ� `�ti 'L5 I Wl BOLLARDS NOTE: CONTRACTOR ` \.......'... o TO PAINT VENT 3 j STACKS JAVA BROWN ` PROP. 2-22,000 GALLON LY— `. _.. \ COMPARTMENTALIZED TANKS \ ,. / WITH 1-20,000 GALLON TANK PROP. STOP f , SIGN - STM® � - E-4 S3 s PROP. OIL WATER \� SEPARATOR \. v ` PROP. OUTDOO ( �) SEATING (TYP) PR01 CON' `—PRnP PAVFMFNT 201. SITE PIPLAN UDC SANITARY SEWER EASEMENT D.B. 1178 PG. 511 Uj,: AS SHOWN & REF. IN LIMITS OF D.B. 3396 PG. 75 ` PROP. PRIVATE TEMP. OFFSITE' \ CONSTRUCTION ESMT. HATCH LEGEND PAVEMENT ADP, STRIPING 4. nu 6 II STANDARD DUTY 4' CONCRETE 1. HEAVY DUTY /. CONCRETE PROP BUILDING (SEE ARCH DRAWINGS) STANDARD DUTY ASPHALT PAVEMENT NOTE. SEE SHEET C-102 FOR GENERAL NOTES AND SHEET C-103 FOR LEGEND. u\\ Q s s a I� a REVISIONS REV DATE COMMENT BY 1 10/9/18 ADDRESS COUNTY COMMENTS JOR 2 11/30/18 ADDRESS COUNTY COMMENTS JQR 3 2/22/19 ADDRESS COUNTY COMMENTS JQR 4 4124/19 ADDRESS COUNTY COMMENTS JQR KNOW WHAT'S BELOW ALWAYS CALL 811 BEFORE YOU DIG It's fast. It's free. It's the law. APPROVED FOR CONSTRUCTION PROJECT No.: V162083 DRAWN BY: DSH CHECKED BY: JQR DATE: 6/22/2018 SCALE: 1" = 20' CAD I.D.: SS4 PROJECT: rROPe SITE PLAN DOCUMENTS FOR W4115, LOC.�f1'TIO_i�� OF SITE, SEMINOLE TRAIL AND PROFFIT ROAD ALBEMARLE COUNTY, VIRGINIA BOHLER" " w \ 28 BLACKWELL PARK LANE, SUITE 20'1 WARRENTON, VIRGINIA 20186 Phone: (540) 349-4500 Fax: (540) 349-0321 HEET TITLE: SHEET NUMBER: C-301 H:\16\V7620831DRAWINGS\PLAN SETS\SITE PLAN D0CUMENTS\V162083SS1.DWG PRINTED BY: DHALSEY 4.24.19 @ 3:51 PM LAST SAVED BY: OHALSEY S k 4�N LIMITS OF WORK PROF LIMITS OF DISTURBA H:\16\V162083\DRAWINGS\PLAN SETS\SITE PLAN DOCUMENTS\V 162083SS1.DWG PRINTED BY: DHALSEY 4.24.19 @ 3.51 PM LAST SAVED BY: DHALSEY LOT 2 D. B. 5127 PG. 428 SIGN TYPE "A" NO PARKING OR STANDING FIRE LANE SIGN TYPE "C" NO PARKING OR STANDING FIRE LANE SIGN TYPE "B" NO PARKING OR STANDING FIRE LANE STANDARD WORDING WITH AN STANDARD WORDING WITH AN STANDARD WORDING WITH NO ARROW AT BOTTOM POINTING TO ARROW AT BOTTOM POINTING TO ARROW. TWO SIGNS, BACK TO THE RIGHT. ONE SIGN MOUNTED THE LEFT. ONE SIGN MOUNTED BACK MOUNTED PERPENDICULAR PARALLEL TO THE LINE OF PARALLEL TO THE LINE OF TO THE LINE OF CURBING OR CURBING OR PAVEMENT EDGE AT CURBING OR PAVEMENT EDGE AT PAVEMENT EDGE. END OF PAINTED AREA. END OF PAINTED AREA. SIGNAGE SPECIFICATIONS 1. METAL CONSTRUCTION, 12"x18'. 2. RED LETTERS ON REFLECTIVE WHITE BACKGROUND WITH 3/8" RED TRIM STRIP AROUND ENTIRE OUTER EDGE OF SIGN. 3. LETTERING ON SIGN TO BE: "NO PARKING OR STANDING FIRE LANE" 4. LETTERING SIZE TO BE AS FOLLOWS: A. NO PARKING AND STANDING -2". B. OR -v. C. FIRE LANE -21/2" D. ARROWS 1"x6" SOLID SHAFT WITH SOLID HEAD 1 1/2" WIDE AND 2" DEEP 5. SIGNS ARE TO BE MOUNTED 6FROM GROUND SURFACE TO THE BOTTOM OF THE SIGN UNLESS OTHERWISE DIRECTED BY THE FIRE OFFICIAL. 6, POSTS FOR SIGNS, WHEN REQUIRED, SHALL BE METAL AND SECURELY MOUNTED, UNLESS WRITTEN PERMISSION FOR ALTERNATIVES IS OBTAINED FROM THE FIRE OFFICIAL PRIOR TO INSTALLATION. SIGNS SHOULD BE SPACED AS REQUIRED BY REGULATIONS ABOVE AND AS SHOWN ON THE APPROVED SITE PLAN. 7. OTHER SPECIAL SIGNS MAY BE ALLOWED IF APPROVED IN ADVANCE BY THE FIRE OFFICIAL FIRE LANE SIGNAGE NOT TO SCALE 0 o 8, 603 3 w o `s o y w a U � �a oti 3 m L-41 0 a J i 2 0 'N O ` ;131,14 - - �w � r� o 0m zo & REVISIONS REV DATE COMMENT BY 1 10/9/18 ADDRESS COUNTY COMMENTS JQR 2 11/30/18 ADDRESS COUNTY COMMENTS JQR 3 2/22119 ADDRESS COUNTY COMMENTS JQR 4 4/24/19 ADDRESS COUNTY COMMENTS JQR LL KNOW WHAT'S BELOW ALWAYS CALL 811 BEFORE YOU DIG It's fast. It's free. It's the law. APPROVED FOR CONSTRUCTION PROJECT No.: V'162083 DRAWN BY: DSH CHECKED BY: JQR DATE: 6/22/2018 SCALE: 1" = 20' CAD 1.D.: SS4 PROJECT: PROP. SITE PLAT 1)(3)C lt.J M EN JL S FOR s L.00A'TIOI57 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@BohlerEng.com SHEET TITLE: FIRELANE PLAN SHEET NUMBER: C - 3 0 2" M tr FUEL DELIVERY MOVEMENT 40 20 10 0 40 I,,= 40' 7.50 42.50 3.00 35.50 0.00 3.00 12.50 WB-50 feet Tractor Width 8.00 Lock to Lock Time 6.0 Trailer Width 8.50 Steering Angle 17.7 Tractor Track 8.00 Articulating Angle 70.0 Trailer Track 8.50 NITS STORE DELIVERY MOVEMENT 40 20 10 0 40 1 11= 40' 15.00 48.00 3.00 40.50 0.00 ea D --Y 'r(D� EG) MG 4.00 19.50 WB-62 feet Tractor Width 8.00 Lock to Lock Time 6.0 Trailer Width 8.50 Steering Angle 28.4 Tractor Track 8.00 Articulating Angle 70.0 Trailer Track 8.50 NTS 2E J, 0 ft 1 1 00 ss r, 4-04 ao z 0 fop 7) <1 IQ 7, 4 REVISIONS REV DATE COMMENT BY 1 10/9/18 ADDRESS COUNTY COMMENTS JQR 2 11/30/18 ADDRESS COUNTY COMMENTS JQR 3 2/22/19 ADDRESS COUNTY COMMENTS JQR 4 4/24l19 ADDRESS COUNTY COMMENTS JQR KNOW WHAT'S BELOW ALWAYS CALL 811 BEFORE YOU DIG It's fast. It's free. It's the law. APPROVED FOR CONSTRUCTION j PROJECT --- No.: V162083" DRAWN BY: DSH CHECKED BY: JQR DATE: 6/22/2018 SCALE: AS NOTED CAD 1. D.: SS4 PROJECT: PRIOR SITE PLAN D1010UTMENTS FOI� W 7 a LOCATION OF SITE SEMINOLE TRAIL AND PROFFIT ROAD ALBEMARLE COUNTY, VIRGINIA BOHLER4 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 TRUCK MOVEMENT PLAN H:\16\V162083\DRAWINGS\PLAN SETS\SITE PLAN D0CUMENTMV162083SS1.DWG PRINTED BY: DHALSEY 4.24.19 @ 3:51 PM LAST SAVED BY DHALSEY SHEET NUMBER: C-303 \ / �� �e Lu o rj €� vU) `1; 2"v APPROX. �� AS SHOWN ON PLA7 ON D.B. 6 f / LIMITS OF WORK _ PRO LIMITS OF DISTURB) / X� PRIOI f OPERATIONS) ®UTILITY POLE CONTACT' - 0 1 e TC 539.00 / :. ,t, ' r r + a 5 \Rm / F \p / TC 539.90 \\.......... ;� M F 3\ / ... PROP OFF -SITE / LANDSCAPE EASEMENT TC 539.80 l TC 539.33 TC 540.10 \\ Yana:. l f / cj TC 539.33 MATCH EX / � PROP. SAWCU RIM 536.35 `�---- I ' I �( STM / / -_ \�APCESA�EMEN7 ,(LINT / rC 528.65 �-_ GRADING DING LEGEND EXISTING NOTE TYPICAL NOTE TEXT PROPOSED NOTE CONTOUR 120 LINE 125 SPOT C516.0 C 516.0 ELEVATIONS BC 515.5 SANITARY ` i LABEL STORM ST LABEL # STORM SEWER STORM i i MANHOLE O\ 4, TYPICAL END SECTION HEADWALL OR �OR� ENDWALL ,,: YARD n INLET :®J CURB p� INLET MONITORING WELL j BORING ® BENCHMARK 5c TEST PIT LEGEND ACCESSIBLE PATH ACCESSIBLE AREA 1 r n, \s I jj f� REVISIONS REV DATE COMMENT BY 1 10/9/18 ADDRESS COUNTY COMMENTS JQR 2 11/30/18 ADDRESS COUNTY COMMENTS JQR 3 2/22/19 ADDRESS COUNTY COMMENTS JQR 4 4124/19 ADDRESS COUNTY COMMENTS JQR KNOW WHAT'S BELOW ALWAYS CALL 811 BEFORE YOU DIG It's fast. It's free. It's the law. APPROVED FOR CONSTRICTION PROJECT No.: V162083 DRAWN BY: DSH CHECKED BY: JQR DATE: 6/22/2018 SCALE: 1" = 20' CAD I.D.: SS4 PROJECT: R! ,I JL u SITE PLAN DOCUMENTS FOR 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 r-SHEET TITLE. GRADING PLAN I SHEET NUMBER: C-401 H:\161V1620831DRAWINGS\PLAN SETS\SITE PLAN D0CUMENTS\V162083SS1.DWG PRINTED BY. DHALSEY 424.19 @ 3.52 PM LAST SAVED BY. DHALSEY 3 fx / z 3 r PIN.° 32-38 c / / m / / .\ .... AIRPORT PLAZA LLC �� ,� l' 11> Z� .. � v ,� Vd X � EASEMEI AS SHOWN / G J D.B. 4622 PG. 319 ( F` l' vc> / USE- RETAIL STORE \� RELOCATE p POWER PO E // / 3 PROP OFF -SITE � rLANDSCAPE EASEMENT cp / LOT 2 / D B 512 7 PG. 428 Mae \ \, PROP. SAWCUj,,. PROP PRIVATE TEMP. OFFSITE ff� „CONSTRUCTION ESMT. P ,P f S 1 0 E2 \ `.1 ' PROP OFF SITE 20' / --_ �� STORM EASEMENT APPR X. LOC. 5 ; G7/NT STM \� - ACCES ASEMEN7` \ E-6 a cPCO / D°B. 661 PG 797 SANITARY SEVN�R 4DE9 {� / \ \' EASEMENT PROP OFF -SITE ' ` \ `� LANDSCAPE ESMT \.:.,... •_.,..... 744 /j;�_ —O.B. 160- d PG. 81 LIMITS OF WORK / PROP. SA UT LIMITS OF DISTURB CE / / / �,, PROP. PRIVATE TEMP. OFFSITE \ PROP. 15° CONSTRUCTION ESMT. PIN. 32A-02-1A / \ UP MARTHA JEFFERSON HOSPITAL D.B.1415 ,PG 057 �-- PROP, 15 RCP PROP ® STM SA TARY SEW R MENT USE° MEDICAL OFFICE PR LANDSCAPE \ ` � ~ DI 38 E 5 LIMITS OF WORK D.B. 1178 PG, 511 �_, EASEMENT T q BS 396 PG. R5 F 1N LIMITS OF DISTU BANC. PROP. SAWCUT / STM Pf E-4 f INV IN = 52 .9b P ST o� PROP. SAWCUT \ _ �cA ' CONTRACTOR TO REPALCE BENCHMARK O EX MANHOLE TOP WITH A D - O STM `OD \ \I 11 X CUT O` \ PROP 15"RCP LEV -526 56 PROP `\ PROP. DROP �`�►� P p \ E C? oho \ E 3A CONNECTIONC 1_3 , Q, MH 1 INV = 527.00 SAN ST (% �• J V� PROP NV = 5291.25 C/O ~ ROP/INV = 529.00\ ., - �� �� 1 PRoP l / U Q L S`� SAN -� STM P. CONC. 4$ RD-1 RD 2 C/0 gV S — E-3 ,CASED SAN.i / O j �o� \ �S� 3 PROP. 18.6-LF (SEE UTIL PROFILE) y3 ',. v • C/0 3 T�'"'SC ��� 4" PVC @ 2.0% R.. 5" CP ' O• OQ • .. > OP. 42.�LEE �` S 1 ROP. LANDSCAPE WALL.. / ".n• . t PROP. STORMCE TOR--'_ Q� PRnP `ai AN7FR; \. pR P 5.6 LF 6" P 1° ?ROP a �� \ I 7 ;c G` \G�--`RD 26 c �-� G G� {`G) Go- r Oo7 ..r TP / NOTE: CONTRACTOR TO LOCATE GAS LINE PRIOR TO CONSTRUCTION IN THIS AREA. GAS LINE TO BE VERTICALLY AND I "`+ C E HORIZONTALLY RELOCATED . _.... BENCHMARK APPROX LOC VIRIGINIA POWER EASEMENT X-CUT D.B. 1176 PG: 375 ELEV°=545°57 o APPROX LOC. 15' Vl POWER EASEMENT D.B. 1176 PG. 367 4, N J,935,700 PIN: 32-37C WGN PROFRTT L L C C. 0 WALGREEN CO REAL ESTATE TAX DEP D.8. 3790 PG, 692 USE. RETAIL STORE UTILITY LEGEND EXISTING NOTE TYPICAL NOTE TEXT PROPOSED NOTE SANITARY SAN LABEL # STORM ST LABEL # SANITARY SEWER cL LATERAL UNDERGROUND W WATER LINE UNDERGROUND E ELECTRIC LINE UNDERGROUND G GAS LINE ........... OVERHEAD 0H WIRE UNDERGROUND T TELEPHONE LINE UNDERGROUND C _ CABLE LINE STORM _ SEWER SANITARY S SEWER MAIN HYDRANT SANITARY MANHOLE CO STORM /� MANHOLE �� WATER 0 METER WATER VALVE GAS VALVE GAS METER TYPICAL END SECTION HEADWALL OR �ORlll ENDWALL W YARD O INLET CURB INLET CLEAN O OUT ELECTRIC MANHOLE TELEPHONE (� MANHOLE ELECTRIC FE BOX ELECTRIC EP PEDESTAL MONITORING WELL TEST PIT 20 10 5 0 20 1 "= 20' NOTE REVISIONS REV DATE COMMENT BY 1 10/9/18 ADDRESS COUNTY COMMENTS JQR 2 11/30/18 ADDRESS COUNTY COMMENTS JQR 3 2/22119 ADDRESS COUNTY COMMENTS JQR 4 4/24/19 ADDRESS COUNTY COMMENTS JQR KNOW WHAT'S BELOW ALWAYS CALL 811 BEFORE YOU DIG It's fast. It's free. It's the law. APPROVED FOR CONSTRUCTION PROJECT No.: V162083 DRAWN BY. DSH CHECKED BY: JQR DATE: 6/22/2018 SCALE: 1" = 20' CAD 1.D.: __?SS4 PROJECT: PROR SITE PLAN D) CLAM' a NT FOR Wa LOCATION OF SIITF, SEMINOLE TRAIL AND PROFFIT ROAD ALBEMARLE COUNTY, VIRGINIA I 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540) 349-4500 Fax: (540)349-0321 SHEET TITLE: UTILITY PLAN l SHEET NUMBER: C-501 H:\16\V162083\DRAWINGS\PLAN SETS\SITE PLAN D0CUMENTS\V162083SSTDWG PRINTED BY: DHALSEY 4.24.19 @ 3:52 PM LAST SAVED BY: DHALSEY 1. AN INTERNAL BACKFLOW PREVENTER WILL BE REQUIRED FOR THE 2" DOMESTIC WATER LINE SERVING THE PROPOSED BUILDING. 2. CONTRACTOR TO ENSURE THAT THE HOSPITAL WATER SERVICE REMAINS ONLINE DURING ALL PHASES OF CONSTRUCTION. 540 530 520 I € € E 3 i E TOR TO 1 € I [ I E I RAISE XCMHH RIM TO I PROP GRADE E s I I STM CONTRACTOR TO PROP GRADE A 3 REPLACE EX MH-1 OP WITH DI-1 TOP I € i I � € 3 : EX GRADE € E .. "€ BTM STM 525,07 ' „..,. s TOP STM 524.28 I t PROP HGL 1 CLEAR: 0.79' f 1.5 (MIN) --- PROP HGL -� .. ... ...e f 15 57°- ..._ 15 P 43.53'- :53l'- 1g15" @ .83% C PIPE TO BE @ 0.50% __ _ __-.____ ___ __ CONCRETE I ENCASED I � _ I N � I clj Z_ Z_ v 1 t > > 'iF ' in C4 W r Q �F eo N ZD > 0- E h d o O: V' d G� CL tI� Z CD 10+00 10+50 11+00 11+50 12+00 12+50 13+00 PROP (DESIGN PROP STM PROFILE ((SEX -A 4 TO EX -AUK; SCALE: V= 50' HORIZONTAL 1"= 5' VERTICAL 10+00 10+50 11+00 11+50 PROP STM PROFILE I P-3 TO P SCALE: 1 "= 50 ' HORIZONTAL V= 5' VERTICAL 12+00 540 540 530 520 RAISE EX MH RIM TO PROP GRADE IPROP GRAD 540 540 EX GRADE € j 530 -.._......._.._-_ f _._..-- 530 STM STM __.__.._...__._..._;._. 25 YR WSE=528.99 B-1 B-2 ! I €10 �'TO"P"S'T"M`524.87 YR WSE=528.15 WEIR PLATE INV.=527.65 € PROP UNDERGROUND STM CLEAR: 1,80' z YR WSE-526.75 STORM SYSTEM PROP GRADE B 3 PROP HGL 1 YR WSE=526.22 (DESIGNED BY OTHERS)) EX GRADE '----- -: 9 'ORIFICE TOP=524.76 .._..._ ... .�___. ........._.._ _. _....___... 530 ' �, PROP H .. 9" ORIFICE INV.=524.00 60" RCP 25 YR WSE=528 99 10 YR WSE-528.15 \� .... .� .... I V = 528.18 PROP UNDERGROUND WEIR PLATE M.=527s5 `_I @ 4.38% z` PROP 31' TRENCH DRAIN @ 1 STORM (SYSTEM 2 YR wSE-52675 - 20,08' - f 520 m18" - -- `•. PCP @ 4.j3% coo, M j € Ln u CD [ W aCD_ = o Lo Lo °., f Z F- ¢ W H FC7 N CV N - co GOO X 0 2 Gp c:, Ln � Oa 2 0 ... Z Z - cc,i FCD C1J O �� N N O a d a w a c6 a r,z a n a fnO a a z +- �z ra arY- (DESIGNED BY OTHERS) 1cYR WSE=126.22 j�\ INV = 527.88 f PROP Z X 2' WATCH BASIN 520 9' ORIFICE TOP=524.76 - "t- - -- -- 9" ORIFICE INV.=524.00 21.70' - I 32.00E _ 15" RCP 15" RCP BTM STM 525.07' @ 0.51 % € @ 0.50% TOP STM 524.28PIPE TO BE CLEAR: 0.79' m CONCRETE ENCASED = U E 520 - - N ii N W m Z J oa Cn 's O Fn X S US U) N CO Lo'd- Lo p U p@ Z cn N m ENO Cvj O NLn H pr E Cb l) @ o a�z co€p�LN a �Z0 O € �"' 0- €€ Lo sir? .'l0- - dZZi - aor?? 11+00 11+50 PROP STM PROFILE (A-2 TO EX-A2) SCALE: V= 50 ' HORIZONTAL V= 5' VERTICAL 540 530 54( 520 53( I EX GRADE - PROPIRADE I1V = 533.37 INV = 532.54 PROP 81' HDPE TRENCH DRAIN @ 1.04% 8" PVC @ 1.68% PROP CATCH j z N OUT = 531.87 ( X I I � ASIN o y a 0 + 3E i o � 10+00 10+50 11+00 PROP CANOPY TRENCH DRAIN PROFILE SCALE: 1 "= 50 ' HORIZONTAL V= 5 ' VERTICAL 10+00 10+50 11+00 PROP STM PROFILE (B-3 TIOB-1 SCALE: V= 50' HORIZONTAL V= 5 ' VERTICAL 540 530 540 520 530 510 540 540 42.59' - 15" RCP 530 __ _.___...... 25 YR WSE 528.99 10Y R WSE 528.15 WEIR PLATE INV. 527.65\\\ PROP UNDERGROUND STORM SYSTEM 2; R WSE 526.75\\\ \ (DESIGNED BY OTHERS) 1IvR wsE=szs.zz 9" ORIFICE 530 g"OR�FICE NOVP=524.00 \\ BTM STM 526.67' TOP STM 524.87' CLEAR: 1.80' BTM STM 526,85' 520 TOP SAN 520.78 STM STM �. E-3A STM E-4 E-5 .. -- PROP GRADE CP @ 1,52% EX GRADE 43. J - BTM STM 527.95' 15" RCP TOP SAN 522.63' @ 0 90% CLEAR: 5.32' E 'ED FILL s BTM STM 528.57' TOP SAN 523.55' CLEAR: 5.02' r 25.12'- 23.18'- 15" RCP 5" RCP @ 0.60% i 0.86% SAN 52423' kR: 5.99' € I 04 I ( t o { O < i f € 520 W W W F W W W tsr�------- - Z F-; i.n F- u� i- P .,,j �r'Lu 'a�,� O ti Z N h m o a W o m s :: m `n m Q a Cn mac' O N Q' O' N I Gr ®lo 'd; (O N F- M h D7 N I ."` u-,66 N CD - - h th h lCJ - 00 W ifJ Z cq QJ t M CO a0 oQ clJ . KV c0 � N N O d7 T CK] Ct� F- F- F-- fn N CL'J M tf) Lf7 � N 40 .� ., iJ U c- u� d' M U M M CO OcnZ- "-- O nMin_ZZO P E Mh aM Z OO O 0a m + �> > + c> r> > > + O> > > Og>>M+ + s- ate? tea_ r ��zz .- acre d�zzZ f a.�zzz .- a�zz 10+00 10+50 11+00 11+50 12+00 12+50 PROP STM PROFILE (E-6 TO P,=1 SCALE: 11'= 50' HORIZONTAL 1 "= 5 ' VERTICAL 1 l e E E I € T € ( EX. GRADE I NOTE: CONTRACTOR TO ADJUST RIM ELEVATION OF EXISTING I SAN SAN 53N �STRUCTUI,E SAN EX-2 1 2 E � I I PROP PROP SL-1 1 LANDSCAPE BTM STM 530.22' WALL I TOP SAN 524.23' BTM STM 526.85 .� I , I j CLEAR: 5.99' TOP SAN 520.78 BTM STM 527.95' CLEAR: 6.07' TOP SAN 522.63' € I - - CLEAR: 5.32' ° PROP 29 LF 1 " i CONCRETE j ,s ENCASEMEN I ! I PROP 10 LF 16' CONCRETE I ENCASEMENT BTM STM 528.57' 29.09' ' TOP SAN 523.55' -- --- ` 8' SAN PVC ...._______.. _ ___ _._ .__ CLEAR: 5 02' I - @ 1.13% 21.52' - I 57.27' - 8" SAN PVC PROP 1 LF ! 8" SAN DIP @ 1.16% 16" CO CRETE @ 1.90% ENCASEMENT j ._.__...__..__..... ___............ _____.___._.___ € oU 0 € i 0 0 E mz i a i Ln E ; W N uj ` A co �czz(0z r ONN_ ® �r1n 10 D O tfLo Wci wn N� p Ia '� LO faa --- a cry ham, 10+00 10+50 '11+00 11+50 12+00 12+50 13+00 PROP SAN PROFILE (EX-2 TO EX-1) SCALE: V= 50 ' HORIZONTAL V= 5' VERTICAL 540 530 520 510 NOTES: ; S: 13+00 HGL 540 530 520 1. ALL STORMWATER PIPE FITTINGS SHALL BE WATERTIGHT FITTINGS 2. SAFETY SLABS (SL-1) SHALL BE INSTALLED FOR ANY MANHOLE STRUCTURES TALLER THAN 12'. 3. CONTRACTOR TO VERIFY ALL MANHOLE SIZES PRIOR TO ORDERING STRUCTURES. 4. INLET SHAPING (IS-1) SHALL BE USED IN ANY STRUCTURE WITH A4' DROP OR GREATER. r n � I 3 p\ a 01 REVISIONS REV DATE COMMENT BY 1 10/9/18 ADDRESS COUNTY COMMENTS JQR 2 11/30/18 ADDRESS COUNTY COMMENTS JQR 3 2/22/19 ADDRESS COUNTY COMMENTS JQR 4 4/24/19 ADDRESS COUNTY COMMENTS JQR KNOW WHAT'S BELOW ALWAYS CALL 811 BEFORE YOU DIG It's fast. It's free. It's the law. APPROVED FOR CONSTRUCTION PROJECT No.: V162083 DRAWN BY: DSH CHECKED BY: JQR DATE: 6/22/2018 SCALE: AS NOTED CAD I.D.: PU4 PROJECT: PAul P. SITE PLAN DOCUMENTS FOR 20 o o a e \\\ 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 UTILITY PROFILE SHEET NUMBER: C-502 H.\161V162083\DRAWINGS\PLAN SETS\SITE PLAN D0CUMENTS\V162083PU1.DWG PRINTED BY: DHALSEY 4.24.19 @ 3:52 PM LAST SAVED BY: DHALSEY ROOF DRAIN SCHEDULE Invert Elev. Length Slope DI& Material Pipe Upper Lower (ft) (ft) (ft) (°f°) (ire) RD-1 530.24 528.60 22.75 7.21 % 6 PVC -2 531.00 53024 10.55 7,21°/© 6 PVC RD-4 529.50 528.50 11.85 8,44% 6 PVC RID-5 531.00 529,50 17.75 8,45% 6 PVC RD-10 528.50 528.00 10.50 4.76% 6 PVC RID-11 29.40 528.50 24.35 3.70% 6 PVC RD-12 529.90 529.40 13.88 3.60% 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 529A0 13.46 15.60% 6 PVC RD-18 531.50 529.90 12.60 12.70% 6 PVC RD-19 531.50 530.32 12.60 9.37% 6 PVC RD-20 529.86 528.50 40.00 3.40% 6 PVC RD-21 531.30 530,70 5.25 11.43% 6 PVC RD-22 531.33 529.86 22.50 6.53% 6 PVC RD-23 531.60 531.33 6,25 4,32% 6 PVC RD-24 531.87 531.33 26.00 2.08% 6 PVC RD-25 532.00 531.87 6,25 2,08% 6 PVC RD-26 531.31 529.86 69.59 2.08% 6 PVC RD-27 53136 531,31 21.75 Z08% 6 PVC RD-28 532.50 531.76 7.60 9.74% 6 PVC RD-29 532.30 531.76 26,00 2.08% 6 PVC RD-30 532.75 532.30 7.60 5.92% 6 PVC RD-31 532.84 532.30 26.00 2.08% 6 PVC RD-32 533.00 532.84 7.60 2.08% 6 PVC ENERGY Y BALANCE Site: Wawa Proffit County: Albemarle Storm Event: 1 Year 24-Hour Rainfall Deplth: 3.0" (See note 4) Point of Interest ID - 1 �Undetained Comments Pre -Development Q, Flow (cfs) 4.74 0.87 CN, Curve Number 87 92 RV, Runoff Depth (in) 1.73 2.15 Drainage Area (ac) 1.95 0.25 RV, Runoff Volume (ac-in) 3.37 0.54 Post -Development Flow (cfs) 6.14 0.84 1. F. 0.80 0.90 Improvement Factor CN, Curve Number 94 91 RV, Runoff Depth (in) 2.34 2.06 Drainage Area (ac) 1.95 0.25 RV, Runoff Volume (ac-in) 4.56 0.52 Energy Balance (EB) Q, Post-Dev (cfs) 2.52 0.84 RV pre RV post 2.80 0.82 - Q, Post-Dev Allowable (cfs) EB Achieved 1 Yes No - 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 equation (Q forest x RV forest) / RV Post-Dev 3. I.F. = 0.8 for POls > 1.0 acre, 0.9 for POls <- 1.0 acre 4. 24-Hour Rainfall Depth per VA SWM Handbook, Ch. 11, App. 11-13 5. RV, Runoff Volumes per VA SWM Handbook, Ch. 11, App. 11 C *NOTE: THE ALLOWABLE RELEASE RATE FOR THE 1 YEAR IS CALCULATED AS 2.80 CFS FOR POI AND IS MET BY PROVIDING A PROPOSED RELEASE RATE OF 2.52 CFS. THE ALLOWABLE RELEASE RATE FOR THE 1 YEAR FOR THE REMAINING DISTURBED AREA IS 0,82 CFS. NO DETENTION MEASURES ARE APPLIED TO THIS DRAINAGE RESULTING IN A RELEASE RATE OF 0.84. POI AND THE REMAINING UNDETAINED DISTURBED AREA REACH THE SAME ULTIMATE P01 IN THE DOWNSTREAM DRAINAGE SYSTEM. THEREFORE, THE OVERIDETENTION OF POI 10F 2.52 CFS WITH AN ALLOWABLE RELEASE RATE OF 2.80 CFS IS IN EXCESS OF THE ALLOWABLE RELEASE RATE. THE COMBINED ALLOWABLE RELEASE RATES FOR POI 'I AND THE UNDETAINED DISTURBED AREA IS 2.80 + 0.82 = 3.62 CFS. THE PROPOSED RELEASE RATE FOR POI AND THE UNDETAINED DISTURBED AREA IS 2.52 + 0.84 = 3.36 CFS. THEREFORE, THE SITE IS COMPLIANT FOR ENERGY BALANCE AND MEETS CHANNEL PROTECTION REQUIREMENTS. 10 YEAR HEADWATER COMPUTATIONS Structure DA Drainage C Runoff I Intensity Q 10 Yr Flow Head Water Rim / Invert Elevation 10 Yr WSE Remarks No. Type Area Coefficient (ac) (in/hr) (cfs) (ft) (ft) (ft) EX.A1 Ex. Grate Di-1 0.71 0.82 7.20 4.19 0.35 Rim 526.06 526.41 E4 Grate DI-1 0.35 0.73 7.20 1.84 0.35 Rim 532.63 532.98 I SANITARY Y SCHEDULE STRUCTURE STRUCTURE TOP OF UPPER LOWER PIPE PIPE PERCENT NUMBER TYPE CASTING INVERT INVERT LENGTH SIZE/ SLOPE - (SAN) ELEV. (FEET) TYPE EX. MH 536.35 - - - - - EX-2 -, SAID-3 - 524.18 521.28 152.51 81, f PVC 1.90% MANHOLE 533.40 - - - - - SAN-3 - SAN-2 - - 521 A 8 520.85 29,09 8" 1 PVC 1.13% MANHOLE 532.95 - - SAN-2 SAN-1 - - 520.75 520.50 21,52 8" i PVC 1,16% MANHOLE 532.85 - - - - - SAhI-1 -> EX-1 - 520.40 519.31 57.27 H" DIP 1.90% 10 YEAR STORM COMPUTATIONS From Point To Point Drain. Area Runoff Coeff. CA Inlet Time Rainfall Intensity Q Invert Elev. Length Slope Dia, n Capacity Velocity Flow Time Q / Qfull V / Vfull Vfull Remarks Incr. I Incr. Known I Upper Lower Incr. z (acres) C (min) (in/hr) (cfs) (cfs) (cfs) (ft) (ft) (ft) Q %) (in) (cfs) (fps) (min) (min) 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 20.30 9.55 0.03 5.03 0.08 0.58 16.55 A3 EX.A2 - - - 0.25 5.03 6.63 - 1.66 523.31 522.59 143.53 0.50% 15 0,013 4.59 3.37 0.71 5.74 0.36 0.90 3,74 EX.A2 EX.A1 - - - 0.25 5.74 6.44 - - 9.03 522.49 521.66 71.88 1.15% 18 0.013 11.32 7.07 0.17 5.91 0.80 1.10 6.40 EX.AI EX.AO 0.71 0.82 0.58 0.83 5.91.. 6,40 3.71 - 112.73 521,46 521.21 34.24 0,73% 18 0.013 9.00 5.09 0,11 6.02 1.41 1.00 5.09 A2 Al - - - - - - - 7.42 7.42 524.00 523.60 9.13 4.38% 60 0.013 546.61 9.69 0.02 5.02 0.01 0.35 27.84 Al EX.A2 _ - - - - - T42 523,50 522.59 20.08 4.53% 18 0.013 22,42 11.15 0.03 5.05 0.33 0.88 12.69 E3 132 0.19 0.82 0.16 0.16 5.00 6.64 1.06 - 1.06 525.58 525.42 32.00 0.50% 15 0.013 4.58 3.00 0.18 5.18 0.23 0.80 3.73 B2 131 0.12 0.90 0.11 0.27 5.18 6.59 0.73 - 1.78 525.32 525.21 21.70 0.51 % 15 0.013 4.61 3,47 0A 0 5.28 0,39 0.92 3.76 E6 E5 0.06 0.90 0.05 0.05 5.00 6.64 0.33 - 0.33 531.00 529.85 75.60 1.52% 15 0.013 7.99 2.93 0.43 5.43 0.04 0.45 6.51 E5 E4 0.08 0,90 0.07 0.12 5.43 6.52 0,46 - 0.79 528.85 528,70 25.12 01.60% 15 0.013 5.01 2.92 0.14 5.57 0.16 0.72 4.08 E4 E3A 0.35 0,73 0.26 0.63 5.57 6.49 1.69 0.20 4.29 528.60 528.40 23.18 0.86% 15 0.013 6.02 5.31 0.07 5.64 0.71 1.08 4.90 E3A E3 - - - 0.63 5,64 6.47 - 4.28 528.30 527.78 83.66 0.62% 15 0.013 5.11 4.66 0.30 5.94 0.84 1.12 4.16 E3 E2 0.05 0.89 0.04 0.67 5.94 6.39 0.26 - 4.48 527.68 527.29 43.26 0.90% 15 0,013 6.15 5.43 0.13 6.07 0.73 1.08 5.01 E2 E1 - - 0.67 6.07 6,35 - - 4,46 527.19 526.75 42.59 1.03% 15 0,013 6.58 5,75 0.12 6A9 0.68 1.07 5,36 F3 F2 0.14 0.81 0.11 0.11 5.00 6.64 0.73 0.49 1.22 528.50 527.55 92.92 1.02% 15 0.013 6.55 3.99 0.39 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 64.44 1 .09% 15 0.013 6. (5 4.70 0.23 5,62 0.29 0,86 5.50 TRENCH OW 0.37 0,67 0,25 0.25 5.00 6.64 1.66 1.66 531.87 531,40 21.97 2,14% 8 0.013 1.77 5.76 0.06 5.06 0.94 1.14 5,08 OW E4 - - 0.25 5.06 6.62 1.66 531.20 528.95 58.55 3.84%D 8 0.013 2.38 7.29 0.13 5.19 0.70 1.07 6.80 10 YEAR Hkoil, COMPUTATIONS Structure Outlet Do Qo Lo Sfo Hf Final Inlet Flow Inlet Pre -Cast Junction Remarks No. WSE JUNCTION LOSS H WSE Line Shaping Structure Loss (in)l (%) Elev. Reduction Vo Ho Qi Vi Qi - Vi Vi112/2g Hi Angle K Hd Ht 1.3 Ht 0.5 Ht EX.A1 522.76 18 12.73 34,24 1.47% 0.50 5,09 0,10 9.03 7.07 6185 0.78 0e27 - 0.00 0.37 0,48 0.24 0.75 523.51 526,06 Yes - Yes EX.A2 523.51 18 9.03 71.88 0,74% 0.53 7.07 0.19 7.42 11,15 82.76 1.93 0.68 8 0.05 0.10 0.97 - 0.49 1.02 524.52 531.60 Yes - Yes A3 524,52 15 1.66 143.53 0.07 fg 0.09 3.37 0.04 1,66 9.55 15.85 1A2 0,50 72 0.62 0.88 1,42 0.71 0,80 525.33 530.13 Yes Yes Yes EX.A4 525.33 15 1.66 15.57 0.07%° 0.01 9.55 0.35 0.35 0.46 0.23 0.24 525.57 530.14 Yes - Yes Al 524.52 18 7.42 20.08 0.50% 0.10 11.15 0.48 7.42 9.69 71.88 1.46 0.51 90 0.70 1.02 2.01 - 1.01 1.11 525.63 532.50 Yes Yes Yes A2 52T60 60 7.42 9.13 0.00% 0.00 9,69 0.36 0.6 - 0.18 0.18 527.78 532.50 Yes Yes Yes S2 528.15 15 1.78 21.70 0.08% 0.02 3.47 0.05 1.06 3.00 3,18 0.14 0.05 76 0.64 0.09 0.19 0.24 0.12 0.14 528.29 53035 Yes Yes Yes 133 528.29 15 1.06 32.00 0.03% 0.01 3.00 0.03 0.03 0.05 0.02 0.03 528.32 528.65 Yes Yes Yes E2 528.15 15 4.46 42.59 0.48% 0.20 5.75 0.13 4.48 5.43 24.34 0.46 0.16 50 0.47 0.22 0.50 - 0.25 0.46 528.61 532.10 Yes Yes Yes E3 528.61 15 4,48 43.26 OA8% 0.21 5,43 0.11 4.28 4.66 19.95 0.34 0.12 45 0.43 0.14 0.38 - 0.19 0A0 529.00 532.40 Yes Yes Yes E3A 529.00 15 4.28 83.66 0.44% 0.37 4.66 0.08 4.29 5.31 2Z80 0.44 0.15 40 0.38 0.17 0.40 - 0.20 0.57 529.57 533.30 Yes Yes Yes E4 529.57 15 4.29 23.18 0.44% 0.10 5,31 0.11 1,66 T29 12.11 0.83 0.29 70 0.61 0.50 0.90 1.17 0.59 0.69 530.26 53Z63 Yes Yes Yes E5 530.26 15 0.79 25.12 0.01% 0.00 2.92 0.03 0.33 2.93 0.97 0.13 0.05 105 0.70 0.09 0.17 0.23 0.11 0.12 530.38 532.35 Yes Yes Yes E6 530.85 15 0,33 75,60 0.00% 0.15 2,93 0.03 0.03 0.04 0.02 0.17 531.02 536.83 Yes Yes Yes F2 528.15 15 1.93 64A4 0.09% 0.06 4,70 0,09 1.22 3,99 4.86 0,25 0.09 - 0.00 0.17 0.22. 0.11 0.17 528.32 531.68 Yes Yes Yes F3 528.55 15 1.22 92.92 0.04% 0.03 3.99 0.06 0.06 0.08 0.04 0.07 528.62 532.33 Yes Yes Yes 10 YEAR INLET COMPUTATIONS TATIONS Inlet DA C I Q Qb Qt S Sx In T W SW On Grade Inlets Only Sag Inlets Only Remarks No. Type Length Drain Runoff Inten Incr. Carry Accum. Gutter Pvmt Spread Gutter W Gutter Sw Eo a S'w Se=Sx Lt,Comp. L,Spec L E Qi Qb Down Qi d h d Ts Eff. IrI Byp. Stream lnt'x Depth Spread Area Coeff- -sity Flow -over Flow Slope Cross On Width / Cross / (App. = a / + S'w Length -ified 1 / icient Flow Slope Grade T Slope Sx 9C-8) (12W) (Eo) (9C-17) Length Lt (9C-18) Flow Flow Str. Flow h In Sag (ft) (acres) (in/hr) (cfs) (cfs) (cfs) (%) (%) (ft) (ft) (%) (in) (%) (%) (ft) (ft) (cfs) (cfs) (cfs) (ft) (ft) (ft) ;<,v2't' EX.A4 Ex. Curb DI-3C 10 0.28 0.90 6.64 1.67 - 1.67 8.33 3.80 0.015 2.77 2.00 0.72 8.33 2.19 0.99 3.09 12.86 16.49 12.9 10 0.77 0.93 1.56 0.11 - - - - - - On Grade 52 Comb DI-2A 6 LT 0.03 0.90 6.64 0.18 0,69 1.00 8,00 0,015 1.52 2.00 1.32 8,33 2.08 A 0.69 0.10 0.46 0.22 1.19 In Sag RT 0.09 0.85 0,51 1.00 2.25 0,89 E6 Curb DI-313 6 0.06 0.90 6.64 0.36 - 0.36 8.00 0.10 0.015 1.33 2.00 1.50 8.33 83.30 1.00 3.98 16.56 16.66 6.7 6 0.90 0.98 0.35 0.01 - - - - - - On Grade E5 Curb DI-3I3 6 0.08 0.90 6.64 0.48 - 0,48 3.00 1.50 0,015 1.78 2.00 1.12 8.33 5,55 1,00 3.64 15.16 16.66 5.6 6 1,07 1,00 0.48 _ - - - On Grade E3 Curb DI-3C 6 LT 0.01 0.90 6.64 0.06 0.30 2.10 2.00 0.015 0.88 2.00 2.29 8.33 3.52 - - - 0.30 0.06 0.46 0.12 0.68 In Sag RT 0.04 0.90 0.24 1.00 1.69 1.18 F2 Curb DI-38 6 LT 0.12 0,70 6.64 0.56 - 0.68 1.40 2.00 0,015 2.74 2.00 0.73 8.33 3,52 - _ 0,68 0,10 0,46 0.21 1.18 In Sag RT 0.02 0.90 0,12 1.90 1.16 1.73 _ F3 Curb Mod. DI-13 6 LT 0.06 0.90 6.64 0.36 - 0.84 3.00 2.00 0.015 1.60 2.00 1.25 8.33 3.52 - - - 0.84 0.11 0.46 0.25 1.35 In Sag RT 0.08 0.90 0.48 Z00 1.93 1.04 REVISIONS REV DATE COMMENT BY 1 10/9/18 ADDRESS COUNTY COMMENTS JQR 2 11/30/18 ADDRESS COUNTY COMMENTS JQR 3 2/22/19 ADDRESS COUNTY COMMENTS JQR 4 4124/19 ADDRESS COUNTY COMMENTS JQR KNOW WHAT'S BELOW ALWAYS CALL 811 BEFORE YOU DIG It's fast. It's free. It's the law. APPROVED FOR CONSTRUCTION PROJECT No.: V162083 DRAWN BY: DSH CHECKED BY: JQR DATE: 6/22/2018 SCALE: AS NOTED CAD I.D.: DL4 PROJECT: PROP Is SITE PLAN DOCUMENTS FOR was� LOCATION OF SITE; SEMINOLE TRAIL AND PROFFIT ROAD ALBEMARLE COUNTY, VIRGINIA F 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540) 349-4500 Fax: (540) 349-0321 STORM COMPUTATIONS SHEET NUMBER: C-503 H:\16\V162083\DRAWINGS\PLAN SETS\SITE PLAN D0CI_MENTSW162083DL1.DWG PRINTED BY: DHALSEY 4.24.19 @ 3:52 PM LAST SAVED BY: DHALSEY H:\16\V162083\DRAWINGS\PLAN SETS\SITE PLAN DOCUMENTS\V162083LP1.DWG PRINTED BY. DHALSEY 4.25.19 @ 9:49 AM LAST SAVED BY: DHALSEY NOTES: III -I LANDSCAPE SPECIFICATIONS NOTE: TREE STAKING TO BE REMOVED 1.) NO SOIL OR MULCH SHALL BE PLACED AGAINST ROOT COLLAR OF PLANT. s AFTER 2 GROWING SEASONS 00 :E ° 2.) REMOVE ALL NON -BIODEGRADABLE MATERIAL AND ROPE FROM TRUNK & TOP OF ROOT BALL. FOLD BURLAP BACK 1/3 00 0 I-_ FROM ROOT BALL. a o .0 o 3.) PLANTING DEPTH SHALL BE THE SAME AS GROWN IN NURSERY. 0a 0 2 4.) THOROUGHLY SOAK THE TREE ROOT BALL AND ADJACENT PREPARED SOIL SEVERAL TIMES DURING THE FIRST MONTH � K 1. SCOPE OF WORK: 8. PLANTING AFTER PLANTING AND REGULARLY THROUGHOUT THE FOLLOWING TWO SUMMERS. 3 w 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 5.) THE BOTTOM OF PLANTING PIT EXCAVATIONS SHOULD BE SCARIFIED TO AVOID MATTING OF SOIL. DO NOT WRAP TRUNK 11 U .:..m � 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. ° V" � R 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. REINFORCED RUBBER HOSE p ONLY TREES WITH ONE MAIN LEADER ,�, a im C7 THREE DAYS SHALL BE HEALED IN WITH TOPSOIL OR MULCH TO HELP PRESERVE ROOT MOISTURE. � w (1/2" DIA.) SHALL BE PURCHASED. DO NOT PRUNE 2. MATERIALS TREE AT PLANTING UNLESS DIRECTED � a o 12 GAUGE GALVANIZED WIRE GUYS TWISTED d ° a TO BY PROJECT LANDSCAPE ARCHITECT � a o 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 a @ ' ,� 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 2" DIA. HARDWOOD STAKES 2/3 TREE HT. : � � K THAT IS IN A MUDDY OR FROZEN CONDITION. REMOVE ONE AT PLANTING: OTHERWISE, DO NOT PRUNE SET ROOT BALL FLUSH TO GRADE I 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 GUAGE GALVANIZED TREE AT PLANTING EXCEPT FOR SPECIFIC STRUCTURAL 2 PER TREE T I� a CORRECTIONS. EXISTING GRADE OR SEVERAL INCHES HIGHER IN � W C- ? r � � a J 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 WIRE GUYS TWISTED FOLD BURLAP AWAY FROM TOP OF R00T POORLY DRAINING SOILS. � � W � - ? W - I TOOLS. ONLY INJURED OR DISEASED BRANCHING SHALL BE REMOVED. BALL PREPARED SOIL FOR TREE _-I I I -I H �a � I - � 7- 0 n w C. LAWN - ALL DISTURBED AREAS ARE TO BE TREATED WITH A MINIMUM FOUR INCH (4") THICK LAYER OF TOPSOIL, OR AS DIRECTED BY THE 2" DIA. HARDWOOD STAKES SET ROOT BALL FLUSH TO GRADE OR SEVERAL 1 PART PEAT MOSS -III=III 3" THICK LAYER OF DARK �� � � K, � � W (D - o `z 2/3 TREE HT. 3 PER TREE 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 INCHES HIGHER IN POORLY DRAINING SOILS. 1 PART COW MANURE III=I BROWN DOUBLE SHREDDED � - � �- � � <1 � o w 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 3 PARTS TOPSOIL III = - HARDWOOD MULCH O I. LAWN SEED MIXTURE SHALL BE FRESH, CLEAN NEW CROP SEED. BALL PRIOR TO BACKFILLING. 4" BUILT-UP EARTH SAUCER I U z � c " - d � m N. SOD SHALL BE STRONGLY ROOTED, WEED AND DISEASE/PEST FREE WITH A UNIFORM UNDISTURBED SUBGRADE e =I 4" BUILT-UP EARTH SAUCER -11 S u N 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 - qr r� o MULCH AS SPECIFIED (DO NOT PLACE BEFORE PLANTING ADD 3 TO 4" OF 1�i�"� O q f 1 �' HOLD SOD IN PLACE. ARCHITECT PRIOR TO EXCAVATING PITS, MAKING NECESSARY ADJUSTMENTS AS DIRECTED. MULCH IN CONTACT WITH TREE TRUNK) WELL -COMPOSTED LEAVES OR RECYCLED � g BEFORE PLANTING, PLANTING - =I I I I 1=I 11= -1 YARD WASTE TO BED AND TILL INTO TOP 6' �� __ - � -. SOIL TO BE AMENDED AS -I = ` 1 - ~ s In 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 SPECIFIED IN THE LANDSCAPE ! - OF PREPARED SOIL. a OTHERWISE STATED ON THE LANDSCAPE PLAN. LANDSCAPE PLAN, MUST BE INSTALLED, INSPECTED AND APPROVED BY THE APPROVING AGENCY. THE APPROVING AGENCY SHALL SPECIFICATIONS -I I (=III=I = _ - I I I ( I- I _,.`�-- � w _ _ III -III- -� I -I I1 i 11 1 ,-,1 I III=I REMOVE THE TOP 1/3 OF THE WIRE BASKET o g TAKE INTO ACCOUNT SEASONAL CONSIDERATIONS IN THIS REGARD AS FOLLOWS. THE PLANTING OF TREES, SHRUBS, VINES OR III_ - - - - - - I I I_ 1 I I-1 1 IF PRESENT. ANY AND ALL TWINE SHALL BE E. FERTILIZER GROUND COVER SHALL OCCUR ONLY DURING THE FOLLOWING PLANTING SEASONS: �I-I I I f I III=III 12" o w 1. FERTILIZER SHALL BE DELIVERED TO THE SITE MIXED AS SPECIFIED IN THE ORIGINAL I. PLANTS: MARCH 15 TO DECEMBER 15 UNDISTURBED SUBGRADE----- ' = I I I I =j , ` ` I =I - I --I-- REMOVED FROM THE TREE BEFORE o UNOPENED STANDARD BAGS SHOWING WEIGHT, ANALYSIS AND NAME OF MANUFACTURER. 11. LAWN: MARCH 15 TO JUNE 15 OR SEPT. 1 TO DECEMBER 1 1 11 I I III I _ _ _ 1 _ I I- I (I= TAMP SOIL SOLIDLY" AROUND BACKFILLING. BURLAP SHALL BE FOLDED = _ _ _ _ _ _ _ _ BASE OF ROOT BALL BACK INTO PLANTING HOLE u FERTILIZER SHALL BE STORED IN A WEATHERPROOF PLACE SO THAT IT CAN BE KEPT I I= -I I I -I -I I = III=III I I- 1ui 1- III III 11- ICI I I III -I i l-� 1111 ��\� ' 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 - � = 1-1 I 1=I I -, i I SET ROOT BALL ON FIRM � �` 11. FOR THE PURPOSE OF BIDDING, ASSUME THAT FERTILIZER SHALL BE 10% NITROGEN, MUNICIPALITY'S DISCRETION. CONTRACTOR SHOULD CONTACT APPROVING AGENCY FOR POTENTIAL SUBSTITUTIONS. SIDES PAD IN BOTTOM OF HOLE 9 6% PHOSPHORUS AND 4% POTASSIUM BY WEIGHT. A FERTILIZER SHOULD NOT BE TAMP SOIL SOLIDLY AROUND " ` ' \ 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 SET ROOT BALL ON UNDISTURBED SOIL IN BOTTOM OF HOLE y AND THE SEASONAL LACK OF NITROGEN AVAILABILITY, THE RISK OF PLANT DEATH IS GREATLY INCREASED. IT IS NOT RECOMMENDED n j�' (� °�' F. PLANT MATERIAL THAT THESE SPECIES BE PLANTED DURING THE FALL PLANTING SEASON: EVER'GRE I N TREE, PLANTING DE, TAIL TREE PLAN JL IN ( ON SLOPE DETAIL AIL I. ALL PLANTS SHALL IN ALL CASES CONFORM TO THE REQUIREMENTS OF THE ACER RUBRUM PLATANUS X ACERIFOLIA "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 SCALE: N.T.S. REV.: 2017.01.06 NOT TO SCALE 11. IN ALL CASES, BOTANICAL NAMES SHALL TAKE PRECEDENCE OVER COMMON NAMES KOELREUTERIA QUERCUS VARIETIES NOTES: SUPPLEMENTAL I NTAL LANDSCAPE ) SCAPE NOTES - FOR ANY AND ALL PLANT MATERIAL. LIQUIDAMBAR STYRACIFLUA TILIA TOMENTOSA 1.) NO SOIL OR MULCH SHALL BE PLACED AGAINST ROOT COLLAR OF PLANT. 111. PLANTS SHALL BE LEGIBLY TAGGED WITH THE PROPER NAME AND SIZE. TAGS ARE TO LIRIODENDRON TULIPIFERA ZELKOVA VARIETIES 2.) REMOVE ALL ROPE FROM TRUNK & TOP OF ROOT BALL FOLD OR CUT BURLAP BACK FROM TOP 1/3 1. ALL TOPSOIL SHALL BE A 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 REMAIN ON AT LEAST ONE PLANT OF EACH SPECIES FOR VERIFICATION PURPOSES DURING OF ROOT BALL WAWA CONSTRUCTION REPRESENTATIVE, PRIOR TO INSTALLATION. 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. 2. PLANTING BEHIND PERPENDICULAR PARKING IS TO BE LOCATED A MINIMUM OF 5BEHIND THE CURB LINE. 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 3. ALL LANDSCAPE AND GRASS AREAS ARE TO BE HAND RAKED AND LEFT CLEAR OF ALL STONES, ROCK, CONSTRUCTION DEBRIS AND ANY UNSUITABLE MATERIALS. LIMBS OVER 1 Y4", WHICH HAVE NOT BEEN COMPLETELY CALLUSED, SHALL BE REJECTED. MIXED THOROUGHLY: FIRST MONTH AFTER PLANTING AND REGULARLY THROUGHOUT THE FOLLOWING TWO SUMMERS. 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.) PLANTS SHALL NOT BE BOUND WITH WIRE OR ROPE AT ANY TIME SO AS TO DAMAGE THE I. 1 PART PEAT MOSS 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. BARK OR BREAK BRANCHES. 11. 1 PART COMPOSTED COW MANURE 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 V. ALL PLANTS SHALL BE TYPICAL OF THEIR SPECIES OR VARIETY AND SHALL HAVE A NORMAL 111.3 PARTS TOPSOIL BY VOLUME AVOID PURCHASING TREES WITH TWO LEADERS APPLICABLE FEDERAL, STATE REGULATIONS AND THE MANUFACTURER'S INSTRUCTIONS. HABIT OF GROWTH: WELL DEVELOPED BRANCHES, DENSELY FOLIATED, VIGOROUS ROOT IV. 21 GRAMS'AGRIFORM' PLANTING TABLETS (OR APPROVED EQUAL AS FOLLOWS: REINFORCED RUBBER ° ° o ° ° OR REMOVE ONE AT PLANTING; OTHERWISE, DO 7. LANDSCAPE CONTRACTOR TO SUPPLY AND INSTALL A PERVIOUS WEED BARRIER (DEWITT, DUPONT OR APPROVED EQUAL) IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS SYSTEMS AND BE FREE OF DISEASE, INSECTS, PESTS, EGGS OR LARVAE. A) 2 TABLETS PER 1 GALLON PLANT HOSE(1/2" DIA. BLACK) ° ° ° ° ° NOT PRUNE TREE AT PLANTING EXCEPT FOR 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 VI. CALIPER MEASUREMENTS OF NURSERY GROWN TREES SHALL BE TAKEN AT A POINT ON THE B) 3 TABLETS PER 5 GALLON PLANT 00. SPECIFIC STRUCTURAL CORRECTIONS. BE CUT IN AN "X" PATTERN SO TO ACCOMMODATE ROOT BALL AND REPLACED AFTER PLANT HAS BEEN INSTALLED. TRUNK SIX INCHES (6") ABOVE THE NATURAL GRADE FOR TREES UP TO AND INCLUDING A C) 4 TABLETS PER 15 GALLON PLANT 12 GUAGE ° FOLD BURLAP AWAY FROM TOP OF ROOT BALL 8. WEED BARRIER SHALL NOT BE VISIBLE IN AREAS DESIGNATED FOR STONE MULCH. WHEN STONE IS CALLED FOR ADJACENT TO CURB OR SIDEWALKS, IT SHALL BE FEATHERED DOWN FOUR INCH (4") CALIPER SIZE. IF THE CALIPER AT SIX INCHES (6") ABOVE THE GROUND D) LARGER PLANTS: 2 TABLETS PER'/2" CALIPER OF TRUNK GALVANIZED WIRE TO CURB LEVEL FROM A DISTANCE 24° FROM THE CURB. EXCEEDS FOUR INCHES (4") IN CALIPER, THE CALIPER SHOULD BE MEASURED AT A POINT GUYS TWISTED ° 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 12" ABOVE THE NATURAL GRADE. I. FILL PREPARED SOIL AROUND BALL OF PLANT HALF -WAY AND INSERT PLANT TABLETS. COMPLETE BACKFILL AND WATER ° 2" DIA. HARDWOOD ° SET ROOT BALL FLUSH TO GRADE OR AND INFECTIONS AND IN ACCORDANCE WITH ANSI Z60.1 VII. SHRUBS SHALL BE MEASURED TO THE AVERAGE HEIGHT OR SPREAD OF THE SHRUB, AND THOROUGHLY. SEVERAL INCHES HIGHER IN POORLY STAKES 2/3 TREE 10. ALL PROPOSED PLANTINGS SHOULD BE INSTALLED PER STANDARDS OF THE "AMERICAN NURSERY & LANDSCAPE ASSOCIATION" AND STATE NURSERY/ LANDSCAPE ASSOCIATIONS NOT TO THE LONGEST BRANCH. °° DRAINING SOILS. HT. 3 PER TREE °° ° ° WITH REGARD TO PLANTING, PIT SIZE, BACKFILL MIXTURE, STAKING AND GUYING. Vill. 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 d 4" BUILT-UP EARTH SAUCER 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 GROUND LEVEL AND IN THE CENTER OF THE PIT, NO SOIL IS TO BE PLACED DIRECTLY ON TOP OF THE ROOT BALL. __ MATCHES, OR IS NO MORE THAN TWO (T) INCHES ABOVE, FINISHED GRADE. REPLACE AMENDED BACKFILL IN 6-INCH LAYERS AND COMPACT BACKFILL TO ELIMINATE VOIDS. III -IN REVISIONS REV DATE COMMENT BY 1 10/9/18 ADDRESS COUNTY COMMENTS JQR 2 11/30/18 ADDRESS COUNTY COMMENTS JQR 3 2/22/19 ADDRESS COUNTY COMMENTS JQR 4 4/24/19 ADDRESS COUNTY COMMENTS JQR 3. GENERAL WORK PROCEDURES MULCH IN CONTACT WITH TREE TRUNK MULCH AS SPECIFIED (DO NOT PLACE CONTRACTOR SHALL PROVIDE A FOUR -INCH HIGH EARTHEN WATERING SAUCER ALONG THE PERIMETER OF EACH PLANTING PIT. CONTRACTOR SHALL WATER NEWLY PLANTED 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 VEGETATION PRIOR 70 MULCHING PLANTING PIT. ALL VOIDS SHALL BE FILLED AND SETTLING MITIGATED AS REQUIRED. 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 12. AFTER INITIAL WATERING AND PRIOR TO MULCHING, CONTRACTOR SHALL APPLY HERBICIDES AND PRE -EMERGENT HERBICIDES AS REQUIRED TO ELIMINATE ANY WEED SEEDS OR SOIL TO BE AMENDED AS OR DISPOSED OF. PLANTS PRESENT ON ROOT BALL. c SPECIFIED IN THE LAND SCAPE z a� a� L. GROUND COVER AREAS SHALL RECEIVE A YW LAYER OF HUMUS RAKED INTO THE TOP 1" OF PREPARED SOIL PRIOR TO PLANTING. ALL 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 - - - _ _ DOUBLE GROUND HARDWOOD MULCH AT A MINIMUM DEPTH OF T. LANDSCAPE ISLANDS ADJACENT TO DESIGNATED AREA AT FUEL STACKS SHALL BE MULCHED WITH 1"-3" "RIVER I III ,,, I ICI-I�i \\ INCLUDING ORGANIC MATERIALS, BUT SHALL BE REMOVED COMPLETELY FROM THE SITE. RECOMMENDATION. , r STONE" MULCH AND RETAINED WITH AN ALUMINUM LANDSCAPE EDGING (PERMALOCK OR APPROVED EQUAL). FOR LANDSCAPES ADJACENT TO BUILDING, CONTACT PROJECT \ ;' UNDISTURBED - - I I / % % "' � I I I -I I I= ENGINEER. 4. SITE PREPARATIONS M. NO PLANT, EXCEPT GROUND COVERS, GRASSES OR VINES, SHALL BE PLANTED LESS THAN TWO FEET (2') FROM EXISTING SUBGRADE I I -III i I _ _ _ _ \ =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 =III=I III == III III I I- A. APPLY LIMESTONE AND FERTILIZER ACCORDING TO SOIL TESTS OR FERTILIZER MAY BE APPLIED AT THE RATE OF 260 POUNDS PER ACRE OR 6 POUNDS PER 1000 SQUARE FEET KNOW WHAT'S BELOW DISPOSED OF IN ACCORDANCE WITH GENERAL WORK PROCEDURES OUTLINED HEREIN. DIG WIDE, SHALLOW HOLE I- I I I -I I I=I I I-11 III=I 1 I11 II 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. WITH TAMPED SIDES 1 1 1=III- ALWAYS CALL 81 N. ALL PLANTING AREAS AND PLANTING PITS SHALL BE MULCHED AS SPECIFIED HEREIN TO FILL THE ENTIRE BED AREA OR SAUCER. NO B. WORK LIME AND FERTILIZER INTO THE SOIL AS PRACTICAL 70 A DEPTH OF 4-INCHES WITH A DISC, SPRING TOOTH HARROW OR OTHER SUITABLE EQUIPMENT. THE FINAL 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 DECIDUOUS TREE PLANTING DETAIL APPROVED FOR OR DECLINE. 9. TRANSPLANTING (WHEN REQUIRED) PERCENTAGE OF APPLICATION MIN. GERMINATION 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 CONSTRUCTION C. CONTRACTOR SHALL ARRANGE TO HAVE A UTILITY STAKE -OUT TO LOCATE ALL UNDERGROUND UTILITIES PRIOR TO INSTALLATION OF ANY 60% 5-7 LBS/IOOO S.F. "REBEL" TALL FESCUE 90 - 97 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 IIIIIIIIIIIIIIIIIIIII35% "YORKTOWN" PERENNIAL RYE 90 - 98 AND PROTECTED FROM EXTREME HEAT, SUN AND WIND. 5% "STREEKER" REDTOP 90 - 92 PROJECT No.: V162083 5. TREE PROTECTION AWN BY: DSH 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. E. IN AREAS DESIGNATED AS SOD, FESCUE SOD IS TO BE INSTALLED ON MINIMUM 4" TOPSOIL. AREAS TO BE SODDED ARE TO BE PREPARED AS NOTED ABOVE FOR SEEDED AREAS. CHECKED BY: JQR ESTABLISHED AT THE DRIP LINE OR 15 FEET FROM THE TRUNK OR AT THE LIMIT OF CONSTRUCTION DISTURBANCE, WHICHEVER IS GREATER. 15. PLANT MATERIAL SHALL BE GUARANTEED FOR ONE YEAR FROM THE DATE OF SUBSTANTIAL COMPLETENESS. THE CONTRACTOR SHALL REPLACE PLANTS, DEAD, UNHEALTHY, DATE: 6/22/2018 LOCAL STANDARDS THAT MAY REQUIRE A MORE STRICT TREE PROTECTION ZONE SHALL BE HONORED. D. UPON REPLANTING, BACKFILL SOIL SHALL BE AMENDED WITH FERTILIZER AND ROOT GROWTH HORMONE. 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 PLANT SHALL BE 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 1. D,: SD4 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. TRANSPLANTED AT THE SAME FOR CONTAINER -GROWN DATE OF SUBSTANTIAL COMPLETENESS. MOUNTED ON STEEL POSTS SHALL BE PLACED ALONG THE BOUNDARY OF THE TREE PROTECTION ZONE. POSTS SHALL BE LOCATED AT A SHRUBS, USE FINGER OR GRADE AS IT BORE IN THE PROJECT: MAXIMUM OF EIGHT FEET I 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 PR(0Po 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. LAYER OF POTTING SOIL; THEN IIZRIGA'I'I'ON SYSTEMS SPECIF"I;CA'1'I0N8. DEMOLITION, GRADING, TREE CLEARING OR ANY OTHER CONSTRUCTION. THE FENCING ALONG THE TREE PROTECTION ZONE SHALL BE 10. WATERING PLANTING MIX: CUT OR PULL APART ANY SITE 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. APPLIED TO EACH TREE AND SHRUB IN SUCH MANNER AS NOT TO DISTURB BACKFILL AND TO THE EXTENT THAT ALL MATERIALS IN THE 1 PART COW MANURE PERIMETER OF THE CONTAINER D(0(f U�/��°�(' 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. SUPPLY AND LATERALS IS 18". �✓ e OR d Ji 3" THICK LAYER OF DARK PROTECTION ZONE. MIXTURE WILL CHANGE WITH BROWN DOUBLE 3. ALL LANDSCAPE AREA ADJACENT TO BUILDINGS AND PARKING AREAS AROUND BUILDINGS ARE TO BE IRRIGATED BY DRIP SYSTEMS. FOR B. SITE OWNER SHALL PROVIDE WATER IF AVAILABLE ON SITE AT TIME OF PLANTING. IF WATER IS NOT AVAILABLE ON SITE, SOIL CONDITIONS 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. v_ , 7 ESTABLISHMENT OF FINE -GRADING WITHIN THE DISTURBANCE AREA OF THE SITE. =111 - FINISHED GRADE S.SPRINKLERS HEADS ARE TO BE THE FOLLOWING: wawa� 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" 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 = I II I I ...'.�.-- PLACE SHRUB ON RAIN BIRD 5000 SERIES THE SITE MUST MEET THE FINISHED GRADE LESS THE REQUIRED TOPSOIL THICKNESS (V±). FOR VIGOROIUS, HEALTHY GROWTH. AND RECYCLED YARD WASTE 1I I I- B&B -I 11-1 I I ONTAINeR FIRM SOIL IN RAIN BIRD 1804 TO BED AND TILL INTO TOP 6" �-II I I _ I I -1 I 1=1 I -III BOTTOM OF HOLE. RAIN BIRD 1812 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 1 I I =III= I _ I 1=1 I= I = __ 1- I- A. THE LANDSCAPE CONTRACTOR SHALL GUARANTEE ALL PLANTS FOR A PERIOD OF ONE 1 YEAR FROM APPROVAL OF LANDSCAPE I = _ _ =1 I -- =I I=III=III=I I =-III=III=III=1 I = 6. DRIP SYSTEMS ARE TO BE NETAFIN DRIPLINE, 18"X 18" SPACING WITH .9 GPH EMITTERS. LOCATIOT OFI I'i AS DEPICTED WITHIN THIS SET OF CONSTRUCTION PLANS, UNLESS OTHERWISE DIRECTED BY THE PROJECT ENGINEER OR LANDSCAPE () REMOVE THE TOP 1/3 OF THE �- I I- I -III -III -I III 1 1 1 _� - 1 I I ARCHITECT. INSTALLATIOIN BY THE APPROVING AGENCY. CONTRACTOR SHALL SUPPLY THE OWNER WITH A MAINTENANCE BOND FOR TEN PERCENT WIRE BASKET IF PRESENT. ANY 1 I I III -III -III 1 I- I-1I II I III I I=1 =1 I- SEMINOLE TRAIL AND PROFFiT ROAD (10%) OF THE'. VALUE OF THE LANDSCAPE INSTALLATION WHICH WILL BE RELEASED AT THE CONCLUSION OF THE GUARANTEE PERIOD 24" MINIMUM UNDISTURBED 7. IRRIGATION CONTROLLER IS TO BE RAIN BIRD, ESP -IBEX, AUTOMATIC CONTROLLER, LOCATED IN MECHANICAL ROOM OF BUILDING. AND ALL TWINE SHALL BE SUBGRADE ALBEMARLE COUNTY, ViRG1NIA 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, REMOVED FROM THE SHRUB 8. NO SUBSTITUTIONS OR DEVIATION FROM IRRIGATION PLAN WILL BE ALLOWED. BEDS. STANDING WATER SHALL NOT BE PERMITTED IN PLANTING BEDS. BEFORE BACKFILLING. BURLAP SOIL SURFACE ROUGHENED B. ANY DEAD OR DYING PLANT MATERIAL SHALL BE REPLACED FOR THE LENGTH OF THE GUARANTEE PERIOD. REPLACEMENT OF PLANT 7. TOPSOILING MATERIAL SHALL BE CONDUCTED AT THE FIRST SUCCEEDING PLANTING SEASON. ANY DEBRIS SHALL BE DISPOSED OF OFF -SITE, SHALL BE FOLDED BACK INTO TO BIND WITH NEW SOIL. 9. IRRIGATION SYSTEMS ARE T01 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"PLANTING HOLE) THICK MINIMUM LAYER OF TOPSOIL, OR AS 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 70 ACHIEVE THE 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). DESIRED COMPACTED THICKNESS. C. TREES AND SHRUBS SHALL BE MAINTAINED BY THE CONTRACTOR DURING CONSTRUCTION AND THROUGHOUT THE 90 DAY MAINTENANCE PERIOD AS SPECIFIED HEREIN. CULTIVATION, WEEDING, WATERING AND THE PREVENTATIVE TREATMENTS SHALL BE DECIDUOUS AND EVERGREEN VER BEEN B. ON -SITE TOPSOIL MAY BE USED TO SUPPLEMENT THE TOTAL AMOUNT REQUIRED. TOPSOIL FROM THE SITE MAY BE REJECTED IF IT HAS PERFORMED AS NECESSARY TO KEEP PLANT MATERIAL IN GOOD CONDITION AND FREE OF INSECTS AND DISEASE. N07 BEEN PROPERLY REMOVED, STORED AND PROTECTED PRIOR TO CONSTRUCTION. SLlT� U1L�j PLANTING /�\�YTIN DETAIL %� TL \�� BOHLER D. LAWNS SHALL BE MAINTAINED THROUGH WATERING, FERTILIZING, WEEDING, MOWING, TRIMMING AND OTHER OPERATIONS SUCH AS 1 1 Ij� JjJ d1 .�\y JL �7 Jl.� �111 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 NOT TO SCALE ALL PLANTING AREAS. THE PH AND NUTRIENT LEVELS MAY NEED TO BE ADJUSTED THROUGH SOIL MODIFICATIONS AS NEEDED TO ACHIEVE AREAS. 28 SLACKWELL PARK LANE, SUITE 201 THE REQUIRED LEVELS AS SPECIFIED IN THE MATERIALS SECTION ABOVE. 12. CLEANUP WARRENTON, VIRGINIA 20185 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 PLANT MATERIAL SPACED AS Phone: (540) 349-4500 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 Fax: (540) 349-0321 TOP FOUR INCHES (4") IN TWO DIRECTIONS (QUANTITIES BASED ON A 1,000 SQUARE FOOT AREA - FOR BID PURPOSES ONLY [SEE PLANTING MIXTURE, AS SPECIFIED SCHEDULE FOR PROPOSED SPACING. VA@BohlerEng.com SPECIFICATION 6.A.]): B. THE SITE SHALL BE CLEANED AND LEFT IN A NEAT AND ACCEPTABLE CONDITION AS APPROVED BY THE OWNER OR AUTHORIZED 3" THICK LAYER OF 1. 20 POUNDS'GRO-POWER' OR APPROVED EQUAL SOIL CONDfTIONER/FERTILIZER REPRESENTATIVE. DARK BROWN DOUBLE 11. 20 POUNDS'NITRO-FORM' (COURSE) 38-0-0 BLUE CHIP OR APPROVED NITROGEN FERTILIZER � � �► SHREDDED HARDWOOD *\R� �� 6 (i �r ` E. THE SPREADING OF TOPSOIL SHALL NOT BE CONDUCTED UNDER MUDDY OR FROZEN CONDITIONS. MULCH ;L E a , I � f I FINISHED GRADE al I:.I' xiF.. III t^l. , '11 `•, , s-11 - Imo..-- •,S. GENERAL NOTES: �;,,� ) / 11 4 Q f f ,. °`- LYe r ... ;� I I z t rJ VJO E>.. 1. THIS PLAN IS TO BE UTILIZED FOR LANDSCAPE PURPOSES ONLY,11� f f `. MINIMUM 6" TOPSOIL .. f 1 EXISTING SUBSOIL s , 1 +;. i F ...;:.' :.` ,.:...::`;.• .-.. �,% , I LC. N0. O�J2544 2. ALL DISTURBED UNPAVED AREAS, EXCLUDING PLANTING BEDS, ARE TO BE INSTALLED AS SODDED LAWN IN ACCORDANCE WITH LANDSCAPE _ . _ _.., ass N SPECIFICATION #2.C., UNLESS OTHERWISE STATED ON THIS PLAN. - III=III -I I I I i lI I I -III I I -I 1 I I � - 4/24/2019 d�� 3. CONTRACTOR TO PROVIDE AN IRRIGATION DESIGN FOR BOTH LAWN AND BED AREAS. DESIGN IS TO BE SUBMITTED TO THE PROJECT 11 =I I I=III=- -I I -I I I I I I I ;I` '` _ ` A', -.- _ �,�i [ '„ ',I,r, I ll"1 i f II. �✓ LANDSCAPE ARCHITECT FOR REVIEW AND APPROVAL. CONTRACTOR IS ALSO RESPONSIBLE FOR ANY PRESSURE REDUCING DEVICES REQUIRED T 1 m, Y3 . f - I { %NAL TO MEET MAXIMUM PRESSURE REQUIREMENT. IL -I 0! I , _ } 11 TYPICAL PERENNIAL AND GROUND COVER PLANTING I I I ( ,�HIRLO 1�: ' 4. ALL LANDSCAPE BEDS THAT ARE NOT ASSOCIATED WITH A STORMWATER FACILITY ARE TO BE INSTALLED WITH WEED BARRIER FABRIC (SEE ;4C ` `bt DETAIL), i,jll- ;; SHEET TITLE: ,: I. 5. WITHOUT EXCEPTION, WEED BARRIER FABRIC SHALL NOT BE USED AT THE BOTTOM OR SIDE SLOPES OF STORMWATER BMP FACILITIES. I I,` I \ _" 1 <T ; - = I 6. SHRUBS PLANTED ALONG HEAD -IN PARKING STALLS SHALL BE INSTALLED TO ALLOW A CLEARANCE OF FIVE FEET FROM FACE OF CURB TO D= PROPOSED ON CENTER i I (- A m ! :y ALLOW FOR BUMPER OVERHANG. (O.C.) SPACING I I - NOTES AND 7. WHEN APPLICABLE, CENTER OF PROPOSED ORNAMENTAL OR EVERGREEN TREE SHALL BE OFFSET U FROM THE BACK OF RETAINING WALLS SEE LANDSCAPE SCHEDULE DETAILS (11' FOR SHADE TREES) TO PREVENT WALL FAILURE. FINAL PLANTING LOCATIONS SHALL BE COORDINATED WITH THE WALL DESIGNER. FOR FOR REQUIRED SPACING D D WEED BARRIER FABRIC" DETAIL D SCALE. I ,T". . REVe: 20150 .19 SHEET NUMBER: TYPICAL PERENNIAL AND GROUND COVER SPACING &LAYOUT C-702 PERENNIAL/GROUND COVER PLANTING DETAIL NOT TO SCALE ( ) H:\I6\V162083\DRAWINGS\P1_AN SETS\SITE PLAN D0CUMENTS\V162083SD1.DWG PRINTED BY: DHALSEY 4.24.19 @ 3:54 PM LAST SAVED BY: DHALSEY H:\76\V1620831DRAWINGS\PLAN SETS\SITE PLAN DOCUMENTSM62083PL1.DWG PRINTED BY: DHALSEY 4.24.19 @ 154 PM LAST SAVED BY: DHALSEY H:\16\V162083\DRAWINGS\PLAN SETS\SITE PLAN DOCUMENTS\V162083PL1. DWG PRINTED BY: DHALSEY 4.24.19 @ 3.54 PM LAST SAVED BY. DHALSEY 0 z b 0o > / \\,." P) I �, t� �� �, / o ,vr(` / = �T �' ,1" _,,,,� ` �� , 0) ,o � V t v � �,$� ,0 x/��' r ,, <01 7 1�1 � 04�e� A\) c' /f I --"*-*, , Affmm 1 LIMITS OF WORK -- LIMITS OF DISTUREg r`` «f &> ,0/1/ i\N U I r_jv CANOPY LIGHTING HAS AN AVERAGE OF 23.38 FOOTCANI . f 11/1 I 11 / \ �� °\ r \ r Ci_ Cy �\ , > 11-1 t �,`. \ i •` f a /' y ,,, \ ; + /0.1 LUMINAIRE SCHEDULE SYMBOL QTY LABEL ARRANGEMENT LUMENS BUG RATING LLF ARR. WATTS TOTAL WATTS MANUFACTURER DESCRIPTION 3 A4 SINGLE 9843 B1-U0-G3 1.030 133 399 CREE, INC. ARE-EDG-3MB-DA-08-E-UL-BZ-525-40K 1 A6 SINGLE 1754 B0-U0-G1 1.030 25 25 CREE, INC. ARE-EDG-3MB-DA-02-E-UL-BZ-350-40K C40 1 B1 SINGLE 12425 B3-UO-G2 1.030 134 134 Cree Inc. ARE-F_DG-4M-DA-06-E-UL-BZ-700-40K 1 B3 2 @ 90 DEGREES 12425 B3-UO-G2 1.030 268 268 Cree Inc. ARE-EDG-4M-DA-06-E-UL-BZ-700-40K @;="-S 2 B4 SINGLE 9359 B1-U0-G2 1.030 134 268 CREE, INC. ARE-EDG-4MB-DA-06-E-UL-BZ-700-40K 24 1 C3 SINGLE 5225 B2-UO-GO 1.030 43 1032 CREE, INC. CAN-304-PS-RD-04-E-UL-WH-350-40K 0 10 D1 SINGLE 1652 B2-UO-GO 1.000 27.2 272 Cree Inc KR6-20L-40K-120V + KR6T-SSGC-FF (TRIM OPTION) 2 S1 SINGLE 2659 BO-U5-G2 1.000 210 40 FC/SSL Lighting FCWS7170-XXX-40K-2500-CRI85-CC 0 2 S2 SINGLE 2650 BO-U5-G2 1.000 20 40 FC/SSL Lighting FCWS7168-XXX-40K-2500-CRI85-CC 6 W1 SINGLE 4104 B1-U0-G1 1.030 44.6 267.6 CREE, INC. SEC-EDG-3M-WM-04-E-UL-BZ-350-40K 4 W4 SINGLE 2138 B1-U0-G1 1.030 25 100 CREE, INC. SEC-EDG-4M-WM-02-E-UL-BZ-350-40K \, EACH OUTDOOR LUMINAIRE EQUIPPED WITH A LAMP THAT EMITS 3,000 OR MORE INITIAL LUMENS SHALL BE A �' FULL CUTOFF LUMINAIRE AND SHALL BE ARRANGED OR SHIELDED TO REFLECT LIGHT AWAY FROM ADJOINGING > \r° 3 `\\ ,\ c•°° x RESIDENTIAL DISTRICTS AND AWAY FROM ADJACENT ROADS. THE SPILLOVER OF LIGHTING FROM LUMINAIRES \;y\\ OD \\ , 0 per'\\�? PROPERTY IN RESIDENTIAL OR RURAL AREAS ZONING DISTRICTS SHALL NOT EXCEED ,>\ p ONTO PUBLIC ROADS AND \\ ONE HALF FOOTCANDLE. 0.0 0 ,� 0; 0 w010 `` 11 1 0.1 'Alkp \ ., f,�I 0.0 NOTES: 10-1 V, _` ° O \. 1_ ;ji � � - AREA LIGHT #7 INSTALLED ON A 20 FT. POLE MOUNTED ON A 3 FT. CONCRETE BASE +'GRADE,EFFECTIVE MOUNTING HEIGHT ; "0�. , r \ 0.1 � 0.1 r + a� LOCATED AT 3 FT BELOW WAWA FINISHED + \ r + ' + RELATIVE TO WAWA FINISHED GRADE IS 20 FT. I \ 0. . 0 - ALL OTHER AREA LIGHTS ON 19.5 FT. POLES MOUNTED ON 0.5 FT. CONCRETE BASEIS ,, � � I / -� I , � 0.1 ( l�, + , � •,0.1 + 00 ALL CONCRETE BASES TO BE 5 FT, BEHIND CURB / , 01 - w' d 0.1 , +11 f _ 0 > 0.0 0.1 0. Y c 0. - -- = 1 . x 0.1 ( 0.4`.. 3 01 1. u » + y + 0,2 '' I 0.0 0.1 f u� n 03,` 1 " ROP OFF SITE 20 0 6 ".0 \ 0.1 0.2� _`_ 1 .7STORM EASEMENT + 01 0 0 a7 '` _, \ x `+ x i b y " >I " . , 1 i 1 ," - �. l � " " I i � ' l, 1 ..\ ." . )1 \ z z ; , ,­ i : ' L p-1- - `__ .,._ '' 0.5 . 1 0 5 0,1 -. - , x I h + 01 0.2 ' 0:7 -a.6 03 0.1 + x x \ + x 0.1 , x U2 \ r 4'.0 3-1 ~\ 0.$ t\ 0.1 0.1 a x` + \\ 01 0 0 0.0 1 0.2 2.4 \`97 \ ,. 05 + x r 0.1 \,a 2.6 \\\.. _7 w.- _ _ 4 0.1 0.0 ,F + 5v.. = 0 + + ", - : I t I , � � i + Q•2 + 1:5 \ -\\ 1. � . \ t-,,--;�� 0.1 0.0iA \ '`` + + f x ``_ .... 0:1,. 0.3 r `,3.1 E ,..._ ._I,`' M OF WORK \ x _ 1 3 x.1 0.0 LI ITS 0`1\ + 0.7 x 9 7 + r� ` { >. \\\' \ o i " E 1..:t , +� 0.0 `\ 2 0.2 1.9 `\, 6:5 + ' \ D 9 ., I 0.1 LIMITS OF DISfURBANC 0.0 \ + x 5.4 + \ + \ { 7 xx i. 0.1 0.4 3.4 + 9 +.4p' 7 / 0.1 0. x / \x + 6A + 5. + ,\ + 4 3 0� 0.0 U 2 G.5.5\ 6.0 + '\ 8 fJ xk�.�i7 0.2 C' 01 ,' 0.1 / " 0.4 1.9 5.1 5. + 5.3 A + 1\.\ ` 0! 2 ' ,_i�, 0.2 ., t (1e + ti + + 6.7 + 5.2 + o. 1. + : r f� 0.1 / 0.5 4.3 6.1 � _ + � ;') x n' + r \` x x + $.4 + 3.7 xv •. - 0.3 0.2 \\ 0 r \ -� - a + , \ +; + . \ 07 5.3 8.0 5.9 0 �¢.5 - - --- + + 1.0 1 a,1 os: - \ * -_ 6.4 + 6.9 5. + \ 3 ' ' 0.0 0.1 8 7.6 ~ 3.4 _ 1:4 CJ 6.5 * + 1.9 + fi3 .1 + t + -w,, • x + \ 7 4 + 1'6 � " -� _ \ ___ � - o, 0.1 <O , 0.0 ,,- , I I , I\- , &,\ % I I + / 0.1 + f 0.7 + '0 + ;, ;5.4 6; 46 3.5 2.07 \ 2. �_ 01 0.0 0:0 ; 0 .2,` ' 0.8 1.$ , 5.0 4.0 2 + 00U`\ r + + x + + 2 % 2�3 ;1' 1\ \.:'.,` _.... _� `:.. 3.1 c '0.1 + rr 0.1 x O.Gr ' 0.8 3.6 5.4 2.5 ;i 2.9 30 \, \\a \\ 2'4 0.3 0.0 + ,_ ". + *' +.: + _• �F oar......,... \ x ST + 0.1 f 0.8 0 8 ; 4.4 3.6 4' f ', x i .s0.3 i + x x + ` a �_ ` 38'•, fib 0.2 + 0.1 40 \ \ _ _- , , 1 1 � _ _ � � 52 - 1 0I1 'I 11P _\ I'_-,_, /,�I _'I/ x I-u 1 2.1 \ 0.4 I x x + i � 2.4 " 2b f S: 9 1. 5 6. + +' + x� , 1.4 0. 4.1 ':\\ + x x � +' s 3' 2 3 1.5. \ 0.iI 5 3 4 �\ 1 .z: 41 8 3.8 -- '� ,a x . ,a. 6.0 , .> v a2.'� 6 0.2 0,0 x + - 7.0' 1 # '.5:5 + f , ,, 01 8 0, -C , x + {, 1.$ 9. 7.0. 0.9 0:.7 c f 0.4 1l \I 01 1.4 5.6 0.7 + 15 a 4: \ \ 4 0,0 "''; r 9" 0.' ' 3.8,..,. 6 1 .2 I 1, ,f< 1, + 18 \ 0 x 5 x C 0,' +' 18" + + + + 'r .8 . x '2 + \ '; 0.8 + 0.1 0 1.1 \. c \,, k\ a , " > + r f 20 1.7 0.9 ` 1.6 0 0.1 x + +1, : '" ,` , 0.6 1 8 +, i' x rr ,a x'' x x 1.a �. +_ 22 a 15 + 0.5 - ur, 1:7+ 1 l1i .g 01 0,0 + 4 21 26 + 2 + 9 0 x __ \ " i' U: 0.l I 1" I1 I .1 .... "- - I . I ,I 11-1­11 1III-I I1 II'Iz l�'_-I ,"" � 1�0 I/ �p // 6_ jI i�",, ,,/, ,/g/,/ ", % 4 + 4' +, 18 + F + x + + 0.1 1.4j 16 * 23 \+ 2$ 18 3.0 1.6 0.1 1.5 7 ®. ' `\ + x : + '� x + 2 I 4. x +: 2 yl + 10 \ / 0:0 0:7 2.1 - ST 27 0.6 2.: r + +< 32 0.1 C + 17 x \� 26 ' 33. i + 3, x + + 0 p � l + 3 f 7 + .,. t x\ 4 I- x f ,f 1 <. 3.5: x j 0.2 2.4 16 33' 7 x x + + 33 + 21 +.,:,. �,,;, 1.5 , 1.5 2.9 \C!0 34•- * 32.:. + 1; i x x , 1R ®1 r... + �`\ }; a F + + 3 35 + 27 + i s 2.61 ., \ \.o I;� f0.1 `e p 1 1, + , f x / 0.4 1.0 + \1 1 3.6 2 . 3 5 ` ----- 5.3__, 3T -�� 0.2 0.1 + +� : ;\ x x yy o ,, .. 4 _., �, - ! ,- _ 6 Q 0 // 0.1 x r x 1.3 0 x 2 9 2:2 4 8 '� \` \ 7\ ; 0.11 0.0 r 0.2 1A,4 r 10 6 24 20 x 3. \ 01 0.0 i 0.1 j' 0 .4 IL 0.0 0.1 1 , .4 0.5 O.o x'! LUMINAIRE LOCATION SUMMARY LUM NO. LABEL MTG. HT. 1 A4 20 2 A4 20 3 A4 20 4 A6 20 5 B1 20 6 B3 20 7 B4 20 8 B4 20 9 C3 16 10 C3 18 11 C3 18 12 C3 16 13 C3 16 14 C3 18 15 C3 18 16 C3 16 17 C3 16 18 C3 18 19 C3 18 20 C3 16 21 C3 16 22�C3 1818 --I 23 C3 18 24 C3 16 1 25 C3 16 26 C3 18 27 C3 18 j 28 C3 16 LUMINAIRE LOCATION SUMMARY LUM NO. LABEL MTG. HT. 29 C3 16 30 C3 18 31 C3 18 32 C3 16 33 D1 9 34 D1 9 35 D1 9 36 D1 9 I 37 D1 9 38 D1 9 39 D1 9 40 D1 9 41 D1 9 42 D1 9 43 S1 9 44 S1 9 45 S2 9 46 S2 9 47 W1 15.5 48 W1 15.5 49 W1 15.5 50 W1 15.5 51 W1 15.5 52 W1 15.5 53 W4 15.5 54 W4 15.5 55 W4 15.5 56 W4 8 FOOTCANDLE CALCULATION SUMMARY LABEL AVG MAX MIN AVG/MIN MAX/MIN CANOPY 23.38 3 35 9 2.60 3.89 DELIVERY 5.09 5.7 4.4 1.16 1.30 ENTRANCES & EXITS 3.83 8.0 1.3 2.95 6.15 PAVED 2.60 7.0 0.4 6.50 17.50 ROW 0.18 0.5 0.0 N.A. N.A. UNDEFINED, 4 FT BELOW 0.20 1.8 0.0 N.A. N.A. UNDEFINED, FINISHED GRADE 0.62 6.6 0.0 N.A. N.A. f •a i « 3 �\\ ? + 3- + 1S °' 0.5 \ \ 1.6 2.9 \0:2.. O.o; x + ;,'. 1"/1"..", i""I ".,'.i"," , "I" I , I I, � I",�-1 l'/-, /I/ -,, /-7II I , n I "-"" I, . -.I .,".... .I .. . ,-. -II , -II, , _I /I . _,II I ­_ I �I -,,-, ,I-" - _�-:I:/�, I',,1,i, . - A. I II" k,­-�il,,,I , 1/I1/1���/�,%1�,1I, -: I ,"_/� �'�,\, �-'. �I / \ ",�-­I,11-," �:I I,I _�W1�� ))IL"111 ai"" ""St.'"501,\.,-. Y","� "c'�q, I,r`-A�,.)-,l'7Wit,--, ""I\I,,L1 - -_'' ,,_"1,I',0,11-01J1'T /,.V-,413.,,21t� 1 � ,0,,3I ,,t��.\1�7-,- `",_.y 4,C_0, 1'"",1,1..,\,_12 ':_111'1F i.,.,C1�' .- .'_I',1lYk1. / liI ,I I,N711/ II I /( ,'I"t,Zil­-,/­1-I I iI1,"I ��"t, _1 ? 7"" \\ . �.10 -6''�11, \4,� -�'\I,�kI1I",�/ i1 1,/�t ki il 2 i /: / -j /;iI� �I 1Ii1 llI 1. il ,11 0.2 3.6 18 5.4 1.5 \ - \" , \ \\ 1.6....'. 1.7 :. 4.3 j 17 \�.. ,..,..,.� 0.0 0.5 f 3.3 .\\ \., a \ + 20 .8 2:4., \ \.. / 0.1: \> \ \ 0 6 \, 2. \, + �\ /' 7. �` \ is \.. + 0 + 32 ' x 2 0.4 ,. \ 2 \ \. :0 + 3 \� �4. 0.1 + + \, 5 I + + �,., + �32 32 + 23\.. �, 0.1'7.0 0.4 4.2 + 1$ " + �� x. 29 + 33'., 20 o r D.9 1.$. �1 \ 0.1 .6I� > 3 1 1. 1 ® 34 0.5 f 32 %, RETAIL SPACE ,yo \: \ \ „ a o.1 + + 1 , /: 2 \ \\\.� 2.5 \ .o + + {?. \\ .\ :mac,. if 0 3.7 + + \ \, wi' + i ,,. N 18 5.7 6, - O\ . 3z + 34 24 : , o FFE 534.00 \\ / ` 00 0.0 + + s/ 1� 3.9 d , i 21 33 + + D % _, j� o.l`' z . BUILDING HEIGHT = ±28 x 1 + f 4.1 ,u ` a 24 ',+ 32 29 0.9 1.0 \\ SITE LIGHT TO BE PLACED WITH ' '1 +\ x + 0 9 SF 0.0 f.2 23 26 + ,, (;, 6, 4 +�\�� \� BASE 36" IN HEIGHT 19 30 0.5 a\ 1/ u + 32 + 1 _: 4 z 0.3i v 1 + 1 + 33 z7 x x x 48 SPACES \ , �,.�, % + + 1 3.4 ...a.,... + c, / , \ / 11 22 a 30 24 + 5.8 0.4 \ �� \\ \ .:::.:: 0.1' O,U , 1.4> + i 1 + 27 d + + \\ \\�:: / 3. i + 0.7 + 2 16 k + .: + ST 3.3 \ \ 1 1.1 \� ea\\...: li vl o.o .1 5� + I ( ` LIMITS OF DISTURBANCE 4, 5 07 \. z:. // 0. 1:1: 1 ' \\ r 0 $7 1 0..,. ,. \ +' - ;. 2 \ \ 1 f \. + + \. + \ 3.0 ;G 0 .o� / y * 20 , x°" 5.9 0.8 ., ( 0.1 0.0 f® / 2.2 , + + + +; ` { PROP-ONDERGROUND 0.6 2.0 CIO J ( r_ c + +: 14.. 1.2 :; SWM EAU "T / + + + + \ \1<3 1 2 i c 0.1 yg a\ x o : \.... + \\\\ \ \0... + 0. 1.4 \. \\ 0. 2.8 W \\ t 0:::: \ 5 0 \. :::a\o 4 7 1 + c _15 1,1 n \ 2 1 \ ° +f 1 f 0 fi: " \ 3... , \= r... \ \ II / 1.9 1.6 \ \ \ 0.2 + 7 `\ '..�� \\ 1 + + \,; \ 0.0 L0 p ......._._._. 5.1 o. :, " 1.5 \ 2.7 .1 ,x \ ' +2 0�1 + + + + x - \ , \\£ 3 \ + + \ o.o b \ 7 0.8 1 58 43 1 \, / 3,� 07� 0.1 \ ( 1.7 ,+ x + \ ` _ 1 \ \\ \\ C LCULA I�N JOINT AT 4' BEL W GRPDE 0 G 40 + + \ \ + \ 01 \\.off :e 1' A S 2,3 1 7 4.1. Q :. 0.4 + * + x + + + 4F \ .a 10.0 { + \� �. 0, 0.5 11.7 0 _ 1.3 5.8 2.3 I 0.2 + + 0 0 4.6 . 3.S • j 2.1 ,.,� \.. \ \\\\ / 1.1j , 0.0 0.5 2.2 3.7 2.4 2:J 4 3 0.0� x.,, O.j4` 5Jq + a,>>> 1 \ \ \ i" \ _. ' + + + .,,.,,. .v > .� . ti 2.91 4 � U 1:1 0.1 0.5 0.4 3.5 4 \ \\ / + + _...._ 1.5 i 3: 0.0 01 2.9 + `` + + + ,' + +q` \+ + 39 2.4 + p r �. + *. 0.0 0.3 1:4 ` 6 , Y . 2.$.._, \ 3.3 ,, �7 + + + 1.a ""; / + o _ \w + + \1 g __. \ \ d3" x \, i 4 0.,5 7 1.4 \ 1.9 1 , x �, f (I' 0.0 c \ 3.1� . ., 28 \ „ + + + + 1.1 I + + x \ 1 ! 2.1 0 <i. 0 k. 0.1 0;3 2.1, \� 3.2 1.0 \ 2.4 2.0 \ 3.5,. + 3 5 / `: 2' 0.3 fl.b / '. r + + \ x 2.9 1.1 _., 3.1\\\\ .\,,, 3.3 \,/ G + , 0.1 0.2 0. 0.3 3..... \ 1.3 1>. 2.5 2 3 ;: 3 + 3 9 9 1.5 0.1 0.22.{1 0.8 2.3 4.0 2.4 31 ' + i /4.0 3.6 + 0.1 + 0.2 x p \\ � 411 1, \ 0.5 U s i + "., x + \ + + \ \. \ `\ \\ \\\\\0��� 1 + + , 0.1 .. :t 0.2 2.4 , 0.9 11\ 3.4 \ 3.3 \. 6 \\.. + 4.0; 1 z. + \ + 0:0 0.1 0.1 T1�# , 02 "0 1.t \ 1.3 7:3.9 2. 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APPROVED FOR CONSTRUCTION PROJECT No.: V162083 DRAWN BY: DSH CHECKED BY: JQR DATE: 6/22/2018 SCALE: AS NOTED CAD I.D.: SD4 PROJECT: 1 RUI -1 a SITE IPLAN 11)"1 it UMENT',•+./ FOR 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 L VA@BohlerEn-q.com MIMMMUNIUM LIGHTING DETAILS H'.\16\V162083\DRAWINGS\P1AN SETS\SITE PLAN D0CUMENTS\V162083SD1.DWG PRINTED BY: DHALSEY 4.24. 19 @ 3:55 PM LAST SAVED BY: DHALSEY SHEET NUMBER: C-707 CONCRETE PER PAVEMENT PER SECTIONSEALTIGHT ASPHALT EXPANSION JOINT PAVEMENT PER SECTION #57 CLEAN STONE CD 2' MIN. CLEAR ZONE (TYP., LT. & RT.) f COMPACTED SUBGRADE (PER q GEOTECHNICAL REPORT) SEE ARCH. SPEC. FOR COMPLETE DETAILS CONCRETE TO ASPHALT TRANSITION DETAIL N.T.S. 12" R SIGNAGE DETAILS SEE DETAIL SHEET C-803 RESERVED PARKING VAN ACCESSIBLE "—GALVANIZED "U" CHANNEL POST z 00 0 4" DIA. SCH. 40 GALVANIZED STEEL PIPE �o BOLLARD LLARD PAINTED OSHA YELLOW FILLED Oui WITH CONCRETE � 00 mw O_ w PAINT CONCRETE BLACK AFTER CURING AT ASPHALT LOCATIONS J u Zti c IR 00 PSI CONCRETE NOTE. TE. ONE AT EACH ADA SPACE, WHERE ADA SPACES FACE EACH OTHER WITHOUT WALKWAY, THERE SHALL BE ONE POST WITH SIGNS MOUNTED BOTH SIDES OLLARD MOUNTED .ADA PARKING SIGH I ) ET 6" NOTES PAVEMENT DIMENSION(S) ON PLAN VI REFER TO FACE OF CURB 2'-0" _ I VARIES 2% MAX. CROSS SLOPE L4" CLASS A CONCRETE (3000 P.S.I. @ 28 DAYS) 4" THICK, COMPACTED STONE BASE (TYPE 2a) NOTE- 1. EXPANSION JOINTS 1/2" WIDE PREMOLDED BIT. MATERIAL SHALL BE INSTALLED AT 30' INTERVALS, CRACK CONTROL JOINTS TO BE SPACED AT INTERVALS EQUAL TO SIDEWALK WIDTH. CONCRETE ETE SIDEWALK DETAIL NOT TO SCALE 6° PAVEMENT DIMENSION(S) ON PLAN VIEW REFER TO FACE OF CURB 2'-0" 1" 1. CONCRETE FOR CURBING SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,000 P.S.I. @ 28 DAYS. 2. CONSTRUCTION STAKING FOR CURB INSTALLATION SHALL BE REFERENCED (CUT OR FILL) TO THE TOP OF CURB. 3. AT CONTRACTOR'S OPTION, THE GUTTER THICKNESS MAY BE INCREASED AT THE EDGE OF PAVEMENT TO MAKE BOTTOM OF GUTTER CONTIGUOUS WITH BOTTOM OF ASPHALT PAVEMENT 4. CONTRACTION JOINTS SHALL BE PLACED @ 10'-0" O.C. TOOLED 1/4" (±1/16") 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 & GUTTER DETAIL NOT TO SCALE JJJJJ JJJJJJJJJ JJJ-JJJJ JJJ- JJJJ JJJ_ S JJJJ 18" SQUARE CONCRETE JJJ- JJ JJJJJJJJJJ ENCASEMENT JJJJJJ (3000 P.S.I CONCRETE) 3,000 IP.S.I CONCRETE ASPHALT OR CONCRETE AS TRAFFIC RATED CLEANOUT COVER I DETERMINED BY 2" ASPHALT OR CONCRETE TRAFFIC SURFACE .,Ji, \✓ Cro�....i` ,,_"'`S � IC.��._>}i—r�1/Cy='JI` V- _ _�� ! t ✓ice 4' SEWER CLEANOUT CAP SAND CUSHION 3000 P.S.I. CONCRETE 6"' PVC ENCASEMENT PIPE TRAFFIC RATED CLEANOUT DETAIL NOT TO SCALE GRADE CONCRETE ENCASEMENT REQUIRED WHERE CLEARANCE BETWEEN SANITARY SEWER PIPE f� AND WATER OR STORM PIPE IS LESS THAN 18" EITHER ABOVE OR BELOW SANITARY SEWER. EX. WATER OR STORM PIPE 10'-0" 10'-0" i z CLASS "C" CONCRETE a ENCASEMENT I a 4 SANITARY SE PIPE ONE LE 20'-0" MIN. Il CONCRETE ENCASEMENT DETAIL 4"x4" POSTS, 8'-0" 8" MIN. TO 12" MAX. RAIL STRIP AND 6" SPACE FINISHED G 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. \—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. STANDARD DUTY CONCRETE SECTION STANDARD DUTY ASPHALT PAVEMENT SECTION (CONCRETE CANOPY MAT PAVEMENTS) NOT TO SCALE 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 AND D UMPSTE PAD NOT TO SCALE 10'-0" O.C. MIDDLE UNIT(S) 9'-0" O.C. END UNIT(S) FULL HEIGHT CURB 2' CURB TAPER 1" RADIUS �I j' PAVEMENT SURFAC 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)-8 IN. X 6-Z IN. CARRIAGE 2) POSTS AND PLANKS SHALL BE PRESSURE TREATED LUMBER. BOLTS OR WITH (2)-7 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 SIDES TO WITHIN SIX INCHES 6 IN. OF THE GROUND LEVEL. E F PEDESTRIAN TRAFFIC A FULL EXTENSION OF ( ) 6) WHERE NECESSARY FOR SAFETY O 4) GOOD QUALITY OIL BASE EXTERIOR 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 SECTION OF THE BARRICADE. TRAFFIC C BARRICADE DETAIL EX. WATER, SANITARY OR STORM PIPE SECTION A -A NOT TO SCALE Waal "STOP .AHEAD" TRAFFIC SIGN DETAIL ETAIL R3-2 "ONE WAY" TRAFFIC SIGN DETAIL NOT TO SCALE 30" o 0 m STO O O 0 0 O O 0 R1-1 SIGN 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 � 0 N 1 o �w a� U W� az =o z e l j o� oW 4 e 54 maw u � ^ , 1 o 6 H <Z m 3o r, � o0 Or REVISIONS REV DATE COMMENT BY 1 10/9/18 ADDRESS COUNTY COMMENTS JQR 2 11/30/18 ADDRESS COUNTY COMMENTS JQR 3 2/22119 ADDRESS COUNTY COMMENTS JQR 4 4/24/19 ADDRESS COUNTY COMMENTS JQR KNOW WHAT'S BELOW ALWAYS CALL 811 BEFORE YOU DIG It's fast. It's free. It's the law. APPROVE® FOR CONSTRUCTION _j PROJECT No.: 7162083 DRAWN BY: DSH CHECKED BY: JQR DATE: 6/22/2018 SCALE: AS NOTED CAD I.D.: SD4 PROJECT: \i" SITE PLAN 1)(D"CUM NTS FOR 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 DETAILS AILS SHEET NUMBER: c - 8 0 1 ■ NOT TO SCALE H:\16W1620830RAWINGS\PLAN SETS\SITE PLAN D0CUMENTS\V162083SD1.DWG PRINTED BY: DHALSEY 4.24.19 @ 3.55 PM LAST SAVED BY: DHALSEY NOT TO SCALE NOT TO SCALE NOT TO SCALE 201u: \DAD & B;RIDGE STANDARDS 21?Ets 2C;?Ai3 �. BRIDGE STANDARDS :>G'€d ROAD �, HRID[3c T.slP.IDsaRD`,' 2016 ROAD .& FIRIDGE 8TANDt(a.FtDS IN-L3 F -C OIHI 1'2 SECT,RDN CAST IRCN � f• f2 SECTION STEEL W-ZA, 23, 2G EXISTING UR PRUPUSER a'-s°NOTES sLEiraLK. 'SEE roDrE 15 a W: Lz/ "xzlzxYH" D€-2A 2D, aG er.5 !nG 0R PROPOSED FABLE OF QUANTITIES al-za, 2e, 2G E VARIt9.E LENGTH 15" .1 1. r.. ED PPE z J G ALP, L21/"x2f "X%A" T+.E n'-aI .' PAY LINE .. -- d N" LONGG-� i 510.WALK. LEE NOTE 15 BRDGE LUGS TO EE - 1,_ „ --.,` 8 8" LONG- I TERMINAL NAL SEE 5TU. GR-FOA-2 SHOULDER RACE T WITH I POST TO "ED SEE !r -E f-3 L 2'l x 2f;' .'A"' L T III OF INLET OR, TO SHOWN ON EXP,W9aN JOINT 6ACK-PF 51L?EWddLK-E%PPN5i0N ,ADMIT. GAL` , MCITTUZ 3'-2" C•'-EXPANSION JOINT /-RACK OF SIDEWALK 3. EXPANSION JOINT �*'j GALV: MC6x12' � 3"_2:` L REINFORCING STEEL FOR GUARDRAIL CETALS OMAN LINE COIFIJCi WITH 14 CORRUGATED PIPE NOTE rG - AST WITH f r �- ""- 8' `,_2„ 8' [, --_-....-.....-_.__..L. 1 g,. 2•_2„ e" 1 TYPE O -+' LONG FLANIS. FGR DEI?TH.GREATER THAN 10`:Jb� - E -' _ ______..�.._�_-___.T,_., _-_._.__.. ..- CONCRETE BARS A 8Fi?S A-3 BARS BARS8-1BARS G B,afLS E OARS-F WEIGHT CAST € _ \ FT - D O\\\ w 7- / 6rANDAAD Dd-lA A. BARS.'A-I0 C BARS A-i D _ ➢ `,T. �-�•- A -6ABB A-3 ¢ C \ 1 ea2S A-1 D F' Cu.. Yda. No. Lin. Ft It - Na. L'm. Ft.. TEE Ne. Lin' FE3E. No. L'r,. FL. 'W Ne LCn. Fa.:'Y Ne.. Lin. Ft. No. .li¢: Ft. Ltrv. _ _ _ _ _ _ - _ - - '� i C-C 9 iD, C-C . 5" G-f - 9 l0" C-C p 1 A j RJ 2. PHf "H" iXMENSTON SHOWN ON THE ! ,r' a,�.✓ E I - - b, 6 Di-2A 2'-2" i:71' f�� + 3'-2" 5 3'_2" 4 3,_5„ „C, - _ I,.'-611 5SL \ S7'A1JbAR45. AND SPECIFIED Ct1 THE PLANS _ _ &ALBS ft _ _ _ - 8Nzu D = +': T95 4 3',-2" 6 3:.0„ 4 3,.5„ 3 4'-3"" #a 4'"e'. 5 2'-0° 3, 2,_O:I g 1,•a.• n4 k I .J' HILL BE MEASURED FROM THE 9NL'ERF-DF ¢ -C :^ WEr.OE@ •�_ T a i -C WF.Lf7ER 8' 2.23- 4 3"-2". 5 l-tt, 4 3•.g" 7. 4•_3a.{e k'-®,• 5 2,-p:, 3 y.q"' t•-®„ ii9= APPROACH - i F- _ CAST GA,V. `-ONE WELDED THE-OUTFALL PIPE'.:TO THE TOP OF THE - ---T- 1&I C � UOIN� _ - n "_ U C SO1NF5 6' 2,51 4 3'-2"' 5 9'-0'" ;4. 3'-8•, 11- 4'-.V' to 4,-G"' S 2'-0"" d'-U" 3 -i"-6" 954 S.AB w y ' r` IRON I ST`E£L JOINT' STRUCTLNRE. PLAN "HOMENStbNS ARE = --_ •=y-- -h '. `.. TYPX;AL T`7P:CAL 3 (F LISFD1 . . _ - El 5 11:_4,: 6._p,: 4 �� DI-2B ta' S-b"` 13 4'-3'.. to 4'-6" S 2'^p:•. 3 3 1'-6" 'lag } n I APPROXIMATE tlR'LY FOR ESTIMATING �.�-� BARS C _. 'a._..-_:- _ �`� BARS C 3.79. i >-2" 4 COIdlRIEIE CU+A FDOE OF PANEIENT o 0 _ M e ry f P TH ,T 1 N - E NOTE - a. URPOSES AND E AC tAL DMEN$4 S 13 -0'" 3'-6" 10'-U' 1- " d SSE m a a WELR ALL �"\ "C :1' S.DS 4 -3'-2" # ig 4"'-3' #o4'-E" 5 - 2'-U" 3 & 22 OPTitlNAi. 66 -- ' `i o FACE OF CIR?E-' ' i = � ,., ¢ R" C'C 2" ti" 9 ;• ;r dd FACk OF GtiRd �- �+ <a , A B C 912'" _ \�\i��,` 2:, �,I u: +3,4 LBS CONNECTORS 5H.V.L BE DETERMINED BY .THE- N iv �� - � - �t4' 3.34 4 3:,2.. 5.. •5-a"! 4 3,-g„ 4i �._3,r 4,,6„ 5 ,_ g- t2^-rJ• ._-'•.1 8 _- 254 �TM � b _ _ BRACE .RIGS 3 LBS I - TU.'CSkLAR CL1N'TRAGTOR'ARUM F1ELG CONCXTiQNS, _ 'S - FyLOW Hw-- '� f 0W �_ „ ,,._. ,- - ,.",.: _ _ r....-. 3 C PLAN ~ f r + -(.n„ 5 -'.1 -P`• s 1 3:_6,: 27 4'_ .t�. � •... BARS A - - _ _.T p-BAPS A iG' ,l,bi 3" to §. b,. y 2,_0:,- 3 14';&''-1 " 1 _0:, {94- R@ O ._ - INCLVDNi+ - PNCLIki'JiG 3. Wfrtf1 S'ECIFE`O CN TFE PLANS -THE ,. E CRADY. C9IVTRN, JPNT _ ¢-tP" C-C J -,-'•CRnGK C`JNrR,"i, -.JO ¢. N}„ F_C 5 :Y3 0" 3 d 74 § to q 4 2:-U" S i6'-0. .5 3 g" - z29 0�E TERMINAL WALL tUIiDGC RFM ON L RIN fFF LOCAT1LiN1 TOP CM GALV- STEEL -,_.l- �sE - s.},-E 18 3.88 a 3 e. ,m LUGS (CONNECTOR INVERT 15 TI) � SHAPER N ACCORDANCE' 3'-0" 31-p„ 2U +.17 4 3`-2'° 5. 21-D , 4 3-6" 35 4'-3 to 4'-6• 5 2"-G" 3 18`-D" 3 1-6. ~ WITH STANDARD s-1:THE cOST OF z'-a" z'-2` 6" I .-C SECTION B-8 COLLAEt a' I z' 6' I�.-c SECTION B-8 COLLAR - 64 . a � w -URDEVA4G T PLACING ALL MATERIALS'. 6" 2.24 F-2,I .5. 7:_U," 4 '3'-f>" 8 4'-5° L 4•.6.• 7'-0„ g 2'_1"' 3' 6° IT$ H }I 2,_J, S1„ INCgENTrl tb TFff 53#YWGti ra -e0 RE 6'-MN.-3'-S"- ' JIN Ta 2°-7" ,_ n 1Y B' MN. 3,,d ` 6` MIN. ; 2,_7„ 2.85 + ,_7,:. 5 it._0,. + T 8 14 4:_3., to 4,.5„- r d 3,_t,: € £� ' ' o- 75U. ^'I a z INCLUO:D IN TH' BID RRTCE- FOR THE PLAiV VIE11+ ?4' MAx, 3 -+' n'° 2'-q" -' .�-- W" MAX. PLAN VIEW -'.U' Mhti. I'-4^ " 3 U" - (' "- " � ' 8"• 18 4'-3" to 4°-6" 5 2'_O„ & 4'-1 2 - 1g5 �= U le I 4.-F,. f3' x 112 x'+" ' "%t' c 4. 5TRUOTL6RE. �A E-ar.,A €2' 3.OA 3'-13'-Q" 0 - --3" to 4.-d., 5 2,_O.. 5. 5,_11I 6 23P TE CURe INFO am(F j�T a rr DIN ! U05 -11 1i1'. I_ 9i'z' , SFLD SHEAR - BARS M1 { Llx' X2fE"'XI/e= BARS A-1 L 2/x'xxJz'x'!<"` •_ 03.2C • - _ TIAYNAL WALL FLU9E. SECTIQN D-D r o CONNECTORS 4, N THC, EVENT THE INVERT OF THE L-YAREAB! E-MP:%: i0'. �'"- , r 'T K' 3"37 E 5 55".0" C - ,�h„ a 4: : _ ., _ _ „ ' NOTE 9 . _ ..... rT SLOPE Or m GALV. SLOPE Pf 4'- 5 2'-U". b' P'-1" 5 265 C1D T' '} GRTFALL PIPEE IS HXiFER, THAN THE Gb"Y" APPROACH L-WhRIlBLE-MAX: 2O' APPROACH - Z, w LOBATE i2EhI0VEb1 � +-� BOTTOM OF THE STERUGTUH'E, THE y1YEiR1' 2'-U". 6" 2,- B:. 3,_p:, SURFACE GALV: MC6X12 2'-R" &' 2'-2' _ 8" ]•_O:, r�sURFACE GOLV. AtL'sxt2. 16: 9.&5 < - 5 17 q # - 26. d-t to 4-6- :-U- B P.1 t,-b� z9A ..'Ft.OU iLOM NQTE� y - ".-'1 o a SEE DETAIL AIL.---R----tom ,,D,` _ ,,,,,@ - },---..I 38' 3.$3 3:-2„ 5 - tg•-p," C - 30 4'-5. L 4,_Gz 5 2•<O!, 6: g,HP: p-6:• 329 (LOr.- -+FLOW \ r . "CC. OF TPE 'STRUCTURE SH(SL 9€-SHAGEO i BN25f'_ _ �I ra iM-�C'�. 1 1"8N?5 f I i`! = L ,- ", .� �, � % T' WITH CELENT•MORTAR-TO PREVENT a 3'_,;, "' h' g•" -, 4 THIS WT WY PREGMS7 CR cAST N PLACE. CAST N '� N-U - f _".I. -€ v, .v "�'F`\,', �..-._.� ?v 2C' 4'.LO 'a a-?" 5 21,_U.: E A 3,_6„ 3{. +,_era:!¢. 4,-y 5 yI.O,• g 9._i.� 8 t,_g:. 3c0 5= '�"'��.a.ti'1 f 1-1 0 "T44MG OR POPIDNO OF WATER IN TFIE �-€ o ---I ,y '--`T" ELEVATION ELEVATION ELEVATION PLACE CONCRETE IS TO 8E CLASS A3 GODS PSIS- PRW431 7 7 4 W SEC ION B 13 Tt CONC CITE s o eE DOD PSL (/ sTRuciLNE. r1E GOSI' Of H RN I PD SECTION ➢-➢ GAYANZED Mc 6•X iz. I �'€ '" WARPEG - -7�iN D- D `5. �' AND PLACING itk,L MATERALS piGDEN"Tfl, c>LV?Fd'Z£C- ML S w 1Z - _. J J _ y ;' - - I " ' �BAgS E suRFAEC£ L - - - r -� ~ -NNARs e svREACE EC I ➢ � IRA HARD RNMA rYi LEFT nNi7 R ADE HNO 'C w COL.LAR DETAIL. ,- 1'f MIN RAINED TO INLET SHAPING' 15 TO BE NCLUDEO i � - 4:5" C-C - I - ¢ e" C-C �- DEPTH CF INLET iN1 TO BE. SHOWN UN PLANS. 9. PIN VMNfORGN'v.57 EEL SWAT h'f.VE A 21. MENIMU!M NEIGH7 -= FIPE.DIA, *.2'-6" WHEN PIPES laN wtrDE LOCATDNk KSAD LOCATION( (aM (AHADe LOCArHON1 7. ALL PswFGRENfL STEEL I'a 74 BE GLACE 60. _ 1 WELD 1'-9 WELD _1:_y,I ' T LEATTERING IN V BD PRICE FOR. THE STRUCTURE, 3 7 - MINMUM ;LIVER OF 2 . PRE' LOCRT£U 'JTNUER EXTEND€C SLOT OF' INLET. 2, „ I. '•" I - DEFORE 1 I 2, BEFOR.£ "j 2. TIE "I " DIMENSION SHOWY. ON THE STANDARDS PAY ACE OUHDRAL POST rO AVDD 1]7FLIGi r -a (-_T-� - N cV // Y T 3, APES ARE TO GE PLACED d1 THE DO7N GRADE OR LOWER 'r -''^ STEPS E TO BE PROVIDED WHEN HI IS R �B v BARS E-1 / ^ GALV. - B B _ BARS PT'-; GALV.. AND SPECIFIED ON THE PLANS WILL BE MEASURED X, ALL REINFORCNG_STEEL TO BE CUT CLEAR, OF 22. DUMP NO WASTE ORNNS TO: WATERWA''S LETTERING LINE WITH REffD tb" CDMAIGATED PPE. END OF INLET. �' i� � � �-! o z z OIMENSION5, FaR DIAL ED WASTE URAN$ TO WAT£RWAYS 5' y,_ F R DETA1! S SE 3"• tNAMETER ¢-6"• 4'-r GALV. - WF I- 3" OiAMErER ¢ 6^ C-C GALV. FROM .THE 3NVERT..tiF THE. OUTFALL PPE TU. THE ALL OPENNG:S Ff! 2". �' REOUFZEb DN TILL UE-2. GRATES. LOCATION OF TYPE I LENGTH.t1"$ H~ P-. ;T i-1 W o w 0 OR GREATER. O E WEER HOI:E I 'BARS E LD AL_ WEEP HOLE 1 "\\) BARES E g"' d'" .WELD. AI-L GIAMRAL POST N ,-� - r1 4 w S ffwT"lRON'ONLY --I STANBJAIdD ST 1. - � MC6X12 -'Yz": X 4" 1 MGSX12 Iz X n . TOP OF 7F1E ST(iVCPURE. PLJiN.:,M' DIMENSIONS LETTERING. -MAY VARY BY MANLP, TURER. (BLOCKOUF AW TYPE II LENGTH.Sp•-g- A. PRECASr MATS WSr EE FUiN HM WITH RYES PLACED TD 7 DETAdL B SEE NOTE a 37 JC SMEA4 SEE NOTE E STVD oHENi ARE APPROXIMATE ONLY FOR ESINATNG PURPOSES It CAST-3N PLACE CONCRETE S TO BE CLASS A3 RAH F1ORHi ASPHALT CONCRETE CURB CORBIGATED THE Rgyir OR LEFT ACCOI70MG M THE FLOW OONN GRAVE. ra d Q m z H. THIS- ITEM MAY DE Ff?CCA$F OR OAST- 0 COLLAR. -^ 7O COLDAR. ANC' THE O TUAI: D R FROM tELO DE DIONS, AEO 4000 PSi}: RRECh9T COiv"CRETE fS TO BE' Nq7 SIHUW) BIGN-lP MATEfiIA REOHRED SHOLLOER 'NIN FACM7 TFE NIET FROA 7TO CENTER OF TIE ROAd z 'N-?LACE. - SECTION C-C: SECTION DISC Ul'. THE CONTRACTOR FROM FIELD CONDITKIN5, bObD PSI. rrg FIEI R>�£U 9 LINE 5, VAN IRS IIIEi IS UStiED IN A SAG LOCATION EITHFA A Famr �,,A � - DETAIL A 2,_," } I �4EC EASE TO r' dDECRE E TO 1" tE,ERPc i 1 H ai s z w 7. 4'4 X W' SMOOTH DOWELS -'AT FRONT ELEVATION FRONT ELEVATION WHEN $PEC,FIEil :N THE PLANS TTiE INVERT IS 32, LER'IT OF SLUT M WILL, IN EVERY '1,A5E; BE �, I A HARD CR A LEFT HAM UNIT MAY BE USED. ( - �!. J 4`-2" HARDWARE 1._3,. SEE OETAL B APPROXIMATELY .12" C-C TO TE' WHEN INLET IS"U%LD SECTION E-E - WHEN -INLET IS LIED SECTION E-E 3. TG CIE. SHAPED N ACCORDANCE , TH STAY.'DARf 5HK1WN ON PLANS:. l C 7 CL' !r WITH MEDI,WS. ,PH MEDIANS. - IS-1. THE COST OF'-1ATNt5HM6 AND PLACNC ALL DtIAP NO -WASTE DRiUNS TO YfATERWAYS C BACYU7LL TO BE RAIYO AND COIPAGT®N ACCOIaPINCE W17H iu r". � � ^ F--' � ur ¢ UTH ) PLACED N ALL AREAS FDJAGENT B-2A N-26 01-2A 0•-2B - - - p _ � d ��{��!+�-.--••� 4" DEPTH -AGGR. ",.."...- o. --,a TU ABUTTING CONCRETE TO PREVEh'i i_4,. MATERIALS INOIU£NTAL. TO" FHE SHAPING IS Ttl BE 13- TH'�S STANDARD IS iNT£NUE7 FOR :USE N CURD; N--�-- ' _ - _ _ _ _ _ - _ S:C13ON 74S.M � 1FE ROAD NO BRIDGE SPECFCA71OK-M � i 3� f'168, R78-DR . SETTLEM£MT:W f1EU OF ODNilE I,.L'4.• -WARPED GUTTER P...,_.. WARPED .GLITTER INCLUDED IN THE BID PRICE -FOR -THE STRUCTURE, AM GUTTER SITUATIONS MY. I d r� n _ #8 -n_ b" WDTPi A 2'X+" NOTCH. MAY BE PROVIOED. L BARS A-1 APPROACH CUTTLR L Iy-.._ SAn^S A-; // APPROACH GUTTER - DETAIL rS F ASPHALT i_ d-T3 STRUGiIIRE SHALL ff LOCATED A HIIHHAY !V- n FEET H Q o 1�i � �. � BEE STANDARD T-DI-3.4 FOR t..__..I N°-� a 7" II-L-1 I- 'I 1 - 7,: IN TEE 'VENT THE NVERT OF THE OUTFAL PIPE 14. STANDARD INLETS MAY 9E CONSTRUCTED WITH �w �•YVAPEI} PAYED FR01f TFE E70 OF iFE BiD� TERNXA NH L- N LOCATOIF r - o O A S S 3" DIAMETER 'r^. ALTERNATE DESIGN. - I T ' - I T' 4. IS HIGHER 7i AN -HE BOTTOM OF THE STRUCTL7RE. CONCRETE' 900CKS N .ACCORD, RICE WITH THE 5HOU.OER fSEE NU7E R, THAT NCL DE AN APPROACH SLA8 EXTENDING BEYOND THE END - ti RfU y� < +; 0, COLLAR - ibE£P HOLE j J a+ y. I• I L. IE 'THE INVERT OF THE STRUCTURE NTA LI: OE SH, OR DF7AI.S SHawN ZYJ 3ThyUtRO' DRAWING DI-1,E. 2`-6" SEE �� G, _ PL THE AGE iETBR'IAL WADI EY 01 D T ESTRUCTURE SHN.L Q m o iS ,�-ra `f SEE N07E 6 I �rII 'j€I IITI �(jI II}I B. .3". GIAMETEF' WEEP ROLE -MATH IV%12" i I 1 -- m � 1 i I _ --. m_ WITH CfMENF .MORTAR Ffl PREVENT STANOLIO OR Iy...B ��� IN�IN OF S FEET I3E7'OID 7FE LTD OF THE � W x z I� IU IJ LI IJ j,j lj �° ALAS ITC fTARUWARE CLOTH ylT" MESH ,i ! , I _ ;; { i I W , iNG OF MAPPER IN TjiE STRUCTURE, THE COST is, 'PHIS IRgEA MAY % EAR7HGN, 1I ,1,1 II CASE _ / I DETAL A � Cli -- � 32'I `' UR GALVAti'12EU STEEL :WIRE MI:NILUUM I 1" _. WEF3HOLE: r ., - �- L.2! "-,"Xtf4 1 `$.-. WEEPH LE "" r oI, �� �� ! ¢LOW 5" X / r // (!,, i _ L 2°/ x� XI/4" OF r'URNIBHINU AN[J PLA,GNG +kL NATERtALS ,H_ EXPp,NSIPN JOINTS WILL APPLY ON,Y TG _ w ¢ r- -2 „ ` WIRE DIAMETER O.D3" NtWBER 4 MESH - VWJrED- rLOW T �' S" X !/^ 1FAN ASRiAT Q,RB PLAN !--I �"! r. 12"-K"-18' 4R _4 I. "y'i✓ a OARS A-iSEE NOTE 8- BENT PL,ATEO� 'CAD --` 1 „�--- n - P-ARS A-1 T- E NOTE 8 BENT P�.ATES GpL IT INCtDE4Tfi rG ,HE SEIAYNG IS 74-E3E RK:Lp[k37 tiURD PRIG CUTTER. I" /'. y I' C B- STANDARD CC-J CONCRETE ELNB SHALL BE PLAC D FROM THE ry P4 ¢ dny I jjjjIl lrj�fr�I f�97jnpp �rII I�nII {7n'�3jn1' HARDWARE CLOTH ANEHOREC FIRMLY I 1 1 - - gpRS A _ -S„ SLOPE GF I ! w 8, - BA4S A SLOFf OF �'` TN 7}E BP PRICE FOR THE STRL'GTURE. • SEE NOTE iROADWAY LIGATION) END OF THE INLET TO THE OEOMI+'IG OF IRE WDOE PERMNlL I U UL IJ 4 IJ IA L' LI TO THE OUTSIDE OF THE: STRUCTURE- _ _I -- -I `5 '� P" I APPROACH _ _ ,_ _.1 - - -I - -Y1<� ! - MPROAOH _ 36. CONGR£TE 4U.AN3'ITIES. Sh14WN ARE FW€ CkYTH .YdLL. ASfl1A7 COII'ICCRE7E IXND RACK UP MA7EMAL SHµA BE .�" z o - ._ - .. i"• C' "-C•G l - ¢ ! L` is I 1U - re ` iv w FV Fa > �' '' �,+. HERS , - SURFACE _,T _ Q BARS SURFACE ti STEPS AXE TO B£ PROVIDE ] WI-IEN H JS 4 1 iH! CF 5'-2" W3TRpGVT PIPES. THE AMOUNT '' "h �' /,SFIALT QA.B FM7LYC BOLi5 ! ' X 8' % 2" X 1y, PLACED SEF1M CG-3 AS SHOWN N SECTION Gc. T}E COfiT OF _ a o 3' 9, CAST IN. PLACE '0 KGRETE IS TO BE D S B C. _ - BARS B s - OR GREATER. FOR DETAILS SEE STM40ARD ST-1. DISPLACED' BY PIPES MUST HC. DEDUCTED TO - {SEE NOTE B) (NOiT ANGLE NII VAIN SELF LOCAO/G TFP CAP GALV. STEEL CG-S CURB AHD ASPHALT CONCRETE CURB RACK UP MATERIAL IJ - °r TT' CLASS' ;h3.{3PGD' P$IP. PRECAST FOR- USE ON GRADES S w- ll- - { i ' "X4" STUD FOR USE 4N GRADES . w a' 1 -.._ ,a - l /"x4" 57Ufl 5. "STAN TRU. OUANTHRES, FOR INLETS OF Ili AND FLAT YIISFEN. GAVNiAER SHALL RE PAD FOR SEPDNATELY FROM THE Dr13 STRUCTURE. x w �. CONCA2£TE IS TO BE daPO PST, z!n (BARS L' a . EAR CORN.. z r -P9.ARS C d SREAR _.CCRL THIS ITEM M(AT � PRECAST OR, CAST -IN -PLACE. UfFFERENT DEPTHS ADD OR SUBTRACT -0.28 1, ASPHALT CURD > .a '"" `-°•`^°°�'°` - - L. CUBIC YARD5.CF CONCRETE FOR EACH FOOT. LSEE /ORE IO C $T'ANDARD MIL-38 ASM1HAT CAKB SHALL FE EXTENDED '� FEED ~ w D's-2C L - - :,.G-G -� We.tUED TO. ANG4 '' ¢ B C-C -� WELDED TP AN p 1f - -7" .". .�. 2" y,P, ANY AETERNATE METHODS OF'ANCHUILViE I'�--`I �'' dPRS F. E!II. •t-.. - NtO:Y ¢ 2'4'-C ---� DP^2C. F°"--�-''i 9r'RS F I L - /Jy�/J •-+Ijj---A'�-III---(t`,'" A-- 520N ¢ 2 C-C- 6. #< X e"'SM00 H 40A'#1 S AT APPRtlxIMAFELY �,•L .2.'/ SEE-9&11- P15i 7F£ EYO Of 7FE IPIET AM,1 TRAN9TION DOWN TO GRADE z SECTION A"A- TALL B MEETNG THE' APPROVAL'CF THE ENGINEER R-N!AHPED •I^ FEE C 9 a• -WARPED • 12" C-.0 TO -BE PC,5CE0'IN_ A.4 'SRE.4S- ADJACENT 17. LENGTH OF ANGY,E 1RON AS SHOWN ON SHEET 3_ - DETAIL R 'T{- LEVEL, LOWER LENGTHS CF CURB MAY 8E 1EEDEO BEYOND 1=-I -SEE DE A1L B - MAY EIE SUBSTITUTED -.FOR THE CAST THAN - TYPE p" SURFACE _ TYPE A SVRFAGE TYPE B 7. TD ABUTTINy' CUFJS`.NETE' IO PREVENT 1' bF 2 iS TO HE L i6:•',A'r 4;1P LOB./rT- -.L- THIS LART AND THETA TRANSIDOED DOWN R 5 FEET. SEE T E cc w CC)NCRETE QLiANTI TIES FOR MIN - DEPTH " UGS AS SHOWN HER[Ukl, L - -_ .T _ J _ ,U _ J S£TTLE AENF. 45° GRATE f •S BIND J R12" O-C TDADMAY PLANS FOR l E RE[X!<tED ENGTH LF G AiB. THE COST o APPRUXMATE'.WEIGHT D - w 1B. i♦~.DENPTL'B LENGTHT CM= ONE' [n BAR. - OF MC-38 CUD® NE ASPHALT CONCRETE OURB (LAMP MATERIAL . s 12"' CONCRETE PIPE - 1:440 GL, YD-CONCRETE- - CAST IRON R. DUMP NO WrSFE DRDN{S TQ 'MATERWAY 1 I ..", STEPS NOSE DETAILS - I 1 =STEPS N{)SE L€ETfVLS Y'" DIM{E7FSi' WEEP HOLE t"G 8E' COCAYEG tO k56 i'. 7 L&S CAST' IROEi' '.+.il+ •a BYi9 U d i" C.0 SHALL BE PAD FOt SEPERATELY FROM TFf OFiJ S7RlICTL1IE. o m 15" COWN1CRETE PIPE - F,, a CU 'tD,_CGNCRETE Pl- ^.�" GRATE 383 a''76 LBS LETTEtNG i5 RE (RED ON ALL 41-., � PLOW i Ft..O'L". 5Et NOTE 5- T NOS "+ET 5 L SE USED WITH CG-7 S7AN'D D r�,!,OW ! E4Ow� " 5t= NDFE 5 _ Y F _ d, p1z.4N SUBBASE MATEFI%..'WEEP HRLE WifH f9. ALL RE .vFaFCNG NAR5 TP EE§k5- 9B"'COH1pRElE FTPE - T.B2R CU; YD. CD "BETE I•- _ �' "'•• I 2 " YPE A E . AIL H+LL AR.. T T PE A NOS _ DETAIL S-L BE USED WITH CG 7 STAkP4AAU. •J BARS ! R 12• C-C S79. E7-I SHAPtdG \\ ¢ o GRATES. LOCATION OF LETTERING MAY I + i ' 72"N12" PLASTIC HARDWARE CLOT}i V' MOH I0.FOR IIETAis DF SLOT INLET AID F'PE INSTALL ATDN. SEE \.,. +- -- / REOURED SECTION R-R O( SHEET 2 CF L `+° c� � ap, 3.7"- - TYPE B NOSE PETAL SHAG -RE tfEt-G WLTH- CG-U STpNA, ED. -._ -„ ,_ _ ( TYPE B NOSE: DETAIL SHALL BE f D WEIR CG-5 STANDARD. OR GALVANEZED STEEL.'WiRE. NNNAUAi.. WIRE 20. GRADE TU BE INSTALLED SO SLUTS WILL. BIRED'T _ . ,� :. _ O 24"'CONCRETE PIPE. -?,817 OV. YD. CONCRETE SECTIQN C-C SECTIt)N D-U VARY'BY MAJJUFAUTLRER.- --- I GALVANIZED PLATE . FOR TYPE A TO BE BE T ON AN AN LE GALVAN2ED PLATE FOR TYPE A TO DE :BENT ON AN ANGLE DIAMETER O.D3",NUMBER 4 AESH'HARDWARE WATER TOWARD THE INLET THROAT. SECTION F-F SECTION A A As7D G.46H GYi.'rTA: PER DP se•aG!:aiD ls.ra BE ANCFurReD WITH.!,�g^�X,I•. savq: SECTIQN A -A ADD rcHAL FOOT OF DEPYH. GRATE DETAJL FOR USE IN SAGS SECTIQN A -A SF C UR5 i.D D TO BE 7 PLATE AT' 2"C-C. FOR USE IN SAO9 Gf 88. 3P'END IS T3 BE Yb MRED W17H !/'K4, STUD U I ANCIRUC1 RE r'RlA Y TO THE UUT510E �C�T DES GAT OH \�f\�r� n �E A l F� { �Y \ \� SEEAR. DONNE T WE E N BOTH SIDES TO. BE 51'MMETftICAL FOR STEP DE(NLS'SEE STD. =T-L. -",HEAR CONNECTORS !YE. DED Fl1 .BENT PLA Aa 2 C-G. P400 AM BMOOE STANOUAD4 SHOULDER SLOT INLET �TTE� '� �\�'••T.' 10 OUTH SHOES TO BE SYMMErisiCN FUR .STEP IONLS. ASTU, 5T-i. 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MAXIMUM DEPTH (H)•9' o[ 70AD$ \\ o REVISKM DATE SHET.-( 2 OF' 2 1. 1P4,Ot VIRG}NA DEPARTMENT OF TRANSPORTATION 3tT2' 10+.03 VIRQUA: DEPARTMENT Of' FRAIN5P'ORTATItW '-2 104,PS MONIA DEPARTMENT Cf TRANSPORTATION 3D2 '�2 YI ONA DEPARTM€NT aF TRAISPORTATIDN iC14.R4' r- 2C1%i R.OAD & BRIDGE STANDARDS 2016-ROA'D Y, EI RIDGE S TANDARDS 2016 f'OA D & BRIDGE L'.TAND/t,N4'DS 2file RC1AD ,a'.GFRI•T�.- e a rANDA€:L"'.S 2Q:116 ROAD X BRIDGE .STANDARDS 201,E ROAD & BRIDGE S rANCHARD`S 2016 ROAD h RIDGE FANDAR€DS 2.01r6, Ri7.'y.:' T°<, E'-3DGE S,Ttkt-li ARf33 . _-- _ _ _-- -. .. _.._._--- __ _ . _.. .. _ _. . _. ____.____ ... CWIRo11AIL ON PLAIM MEsT RG-d. NOTES SPECIFIED DH73 01 HALF PLAN VIEW MN-T M -t 9n. Dl,,t ° B J ;,1l1 �T rJ „• , T � _ ULET SED THE1L TTERS ARE TOOPTIONAL �- _ ._ - -TPA . I' c' Jll NT -, IN T: ;. T. SEE SHEET I GF 2 (104_ OF ROM PhD BRD'OE STNDA(tY5 ����{{FF'---����'� 7 ,+> n:" Jfl _3, -J Ff. AFL ]'. --r a ;I E'!J ,,:� r 10 r. R IFtE,:riCH �'T p'qI i�--_,.I FOR ADO110NA DE9R/1 ARO PLPIL7D FFORM/P71GL_L1 Y I ", 1y" _ i' CAST 3N THE DEPRESSMJN sN TOP CF ;,y"`~ `� I.-. ... ___ 1 L. T F },: _, i ' ' ...._. _ d l 5 -,, ,......,,„_ V ti+i'„AANT T '' PA=ACI HnFTE TABLE (TIES II1 COVER 4" WIDE RASED 3{" HIGH: AS..... .-`r..._..."...-._.•. - ` .. z -- -j- k,' \L :RF'Ec' ..Af.S 4 it TER AREA. OF REINFORCING STEEL ArSPHALT CDWETE CUM I yy�p 2. T37P CAP IS 70 BE FAHRCATED FROM + 3R STEEL PLATE �M tFB[IK. te2'" -'y!- 1°h' SHOWN. I 4 ' i��C.�- : y i 'i YpE L S1.1 BACRIP MY171DiAL CORN PAYED S OLLDFR ALL ,INNTS ARC TC I!E RESDBL (APO Y4• FtAEr RDdS !Vb T!E 3 4 -'• t' E, „f .i j- Cuncraix BARS .A 3AR5 a BARS C BARS D- DAYS E BU25 F' BARS G WEGHT FA!� CONRETE UNIT PS 7D BE CALYN�D. I - I ❑ ❑ I 0' i'i ` EDOE GF r I _ Fik5-T,. _ 0.4 - Il -Y v'� `,J-B, E ft. S.F3. Ov.Yda. Na. Lin.F(.W No. C:t.Ft,AW No. Lin. Ft. # iia. Lin.f! Mo. tin.FL.+H Yo, Lin.Ft.# No. Lin.ft:-# eREVKLINE PAVSOiT REV DATE COMMENT BY :.' 1 t-' § , . 1 r 3, 9LYSRAL 1B�i 8E FLIA91 °NTTkT THE FACE DF CURB: FM$U ED - r T �r it -=-f'k F -(?ALBS B - H4RDNFY'c _ _ _ _ _ _ _ , ^-'�� l `� '� ❑ ❑ ❑ ' tl 9~ ___ I a! LC.r"I P'-aA T,TS '-7' 3 3 '2 8 -� D3MHENSON - Jiel _ - O I ,f `�`_ - - - ,'`I--,h r �4 " i.83 .5% 5 1• 6'• 2 3 5-J° 3. T. L •L 1,_l;•` 3 1` 6„ 4 7' i , _ r' A _ p{j + T nL P H. _ as ADDRESS COUNTY I L _ .f i I , S D! JTC ff F107E 8 6' 3A2 5 5'-6° 6 r.T,: t g, 7• 1 3, 3,_21, y gI, 3 LW 4 +11 wi[bC "64C9 H e i Ci 'i L i (I--''��]] I�'j €'� �'''j F(�`''''jj j �. - 1a `-7'" 3 3 T- .' - 4 SL HBs RMV6 L >r G-c 1 10/9/18 � - Lri„1 ❑ � ❑ ❑ ❑ E„.„i 1 .•.^- M1 •. • •--'- .•'_ -• B' 3.67 3.48 5 5'-6" - ' ,- ,. .5 .i-2" 4 5' u' B - t R P •s JQR 1 _ _ .°la" f '+^ /I I.J 9 ';.1' -� ^ I 11 DH3E ID' #,5a 3,9a 5 7'-8" i+ 6=r -La 6'-14' 3 5"-7'" 3 3'-2' 4 7'-I3 3 p_6" 4 T. 2D4 COMMENTS �, �, 5i, Ix' S.5 4,3+ 5 a,-6," 1B 6"-T�rc 6.1a.I s 3,z' 9'-d"' 3 6,. 4 z-D"° z5r SEE BrAN€wxAD SL-4 FOR APPEiC.A➢EITY DF 5AFf.TY SLABS. - - `4" .. ^._ T 3 +. _ r NOTE= 6 I B MACHINE -_ _._._. j __._. •r... `.. $ _'E 4' 6"L2 A.7B s r-s' z r } 3 5'-r 3 3"•z < r-6' s i•-s' a 9I If I' 0 ADDRESS COUNTY STHNDARR MH•t ,E 1`'a'lA!' UV. GRR F 1-.. v< :i �,� 18` 7.s3 5;23 :93•-e, 2a 6'-7'" t, 8`-10" :4 5`-7" 3 3'-2" 1T -6' 3- 1'-6"' 4 - 3+5 covet - 2 11/30/18 JQR 7H£ TOP OF MASONRY IS TO 8E'LEPT. ❑ `I ! ! \-f IC.L-= 5 '' _ nw Au Y - r - FR E A co ER I y . COMMENTS StIFE1CIEN7LY LOW TU PERMIT PROPER _,�,I__.. _ _ ° 1 LE FTEFENC .T, cR r?.`E ;, rtP,.°: , \�V' 2 ,t'! fv": tO' &:25 5:66 5 36'-g° 3p _ _ 3 a,_i:, y 3,_�I" 4 151._611. 3 T_d„ # P-6" 341 7/F t ADJUBTMEN7 4 COVER-ANB FRAME TO _.__- _���4 _ " i sF - CS, F.,, :, J•, Dn E2nG,. r,_ r L °JT=_ •II Lvr}- :- '-}'-I 24" X 6,09 5 171_cI, d4 6,-.Tr'tc 6'_tO,I d 5r_7" y-3,_p:, i - SECTION A_q OPTIONAL — ' ❑ ❑ C) h [5 DAM _A GRADE BY T+E JQO GR MORTAR OR ❑ ❑ L ,X„ ! -,-:.- - - ..... .. I ___- µ J "� 6' 2.75 3.D1 t0. T-B. 4 6"-7' t 6'-3G" 5 S'-7^ 3 - x 2" 'B ,t 4" 6 1'.5", 2 T . TO PESE lIUT R #' O'OU 5`0 ADDRESS COUNTY 8RICx AS DFtECTED-BV THiE ENUNEEN. j �:, l - - gypg WKeP AAIta-Eg 4! 4- ❑ ❑ ❑ f PLAN SECTION 0.-A B• s.sx 3_as m z' v' D 6°--,' La 6'-10 s a-7' 3 s a s , .s'" u r s' x o" 170 3 2/22/19 JQR r C_ .., ...Y _ ^V1 ( .:h;.! ` / sn,,.` f--A ...;,o.;I;aL' tie -":i' i,`tra) r - - 7O! 4.58 12 6"-7' tc d'-,tl'_ `5 °,-7., 3 �1'-�.'.._., 1. e A-9� 8 5.6+ 2'. t 6" .z A7T<r�YM PAY LPE E B" , 2'-0" 6' E COMMENTS 1, - I L I' - fi t J"i S 5 W 4 -9' '6 "-T' d' 1' S 7 Iq " n t Lo DI-3 4, 4.77 ro s 20 6.7 m d'-,0' 3 3-a s 6 2 T_ ., cALY•FLNPs ADDRESS COUNTY La U o '�" I s^'" n F;! 7`,S' _ - VJITER 7. i. 1' !0 6y_g,,. 24 '-1 - a,_7n 3 3,_21, g 6,_G., G 11_6„ 7 dr 8 4 4 4/24/19 w �,jl9 , APPRC%MIATE. WEICHT , . <- ----- �i.-_.- -- rt- 1 -'i. F , FfiD.n*H ,I . r r r r r r r r . r ... r r .. • J Q R g " _ iv •,b `' SON STANDDARD 7-a z�MAA`Y BY #,TD's c.nsr Ili _v i�� ��! �".0 ______ � E�3 "H_" �,�I:ats_ 7 LsT iEn`- Y. o s.6s P% e`-g� 2a F�.im 6�.in" -s y'-i^ a 3�-3"_ a_ T's,� & ;-s,. Z _ 4,, AnaRIPDR our � . .. � COMMENTS 7 i r j ::r. _ ___ __ZL-_--L-T-s -_.._. --- s -�I ---------L----------L-- S3IBSTNUTEII FOR TAPERED TOP --_-,- - -_,,"_ � �'T - SECTION B-B W SECTION .WIELD N'PRUYEG 6'Y - - -. _ _ - - - _ _ -/_-._ �I sTa, sT' 1 c ENGINE R. HALF SECTIpN A A - 4 eovER ?si ± i Lis' I r-� - _.- - _ __ _-_ I� ei``4 "; Nt?TES eraD' 94 It PL .:_ -- (WITH FRAME AND COVER REMOVED. i'„ I \ -. - -`e- ¢r' flP >�+T• ti. r- .` 1 f _ ._,- _-�-TI �''` " i'' -:-- E - 1.. DPTH OF WHET ' PH) TO BE SHOWN %L PLANS, 7. #4 X 9•' SMOOTH ROWELS' AT A4 PRO.XMATELY 15, IRS AREA MAY BE -EARTHEN, IN WHPCH CASE - PER EACH O'-D" SECTION y TO C-CMU TO BE PLACER iN ALL AREAS ADJACENT THE EXPANBtON J RATS 'NICE AWLT ONLY r0 a A- TA BRICK CT)NGRETE f / ,.,,.,� ` " CI M_' .Z < -."' E' K' 2. THE "P" DIMENSION SHOWN ON THE STANDARDS TO ABUT ING'' COPlGRF,7E TO PilEVENT CL'R& AND' i+IiFTE}i, SFE 570 [N-f0 +•-p•! ' ", -S ! ,__F HCL. C ',. 'UT'' A-0Cr ST'ECIFIED CPd THE PLAI5 WILL CIE - SETTLEMENT. DETAL4 f / 1 - 11 �Z,,, ,I ! i ' RONT ELFVA(iON CARS F- - - -1 i ,;- MEASLRRED-FROM THE . INVERT DF THE OUIFALL 16, CONCRETE QUANTITIES SHOWN ARE FOR DEPTH _: NOTES: t_--�_-__-J_- -b.-i^ - - {-r',IIT LN, <Ew�JVEV: .0.: RPE Ta SHE TOF OF' THE. STRUCTURE. 3, 3".DI,AMETER WEEP HOLE TO BE 40CAIED TO LHT 0'F 6'-2" WITHOUT PIES. THE AWUNT- RIa� `i -.'r'r - - "' OEYEC 4$' -/. 1DL , ! _T __j p•'',: ;:`.___�'- - ft.AN `H" DIMENSIONS ARE. AFt RtSXMPATEONLY DP.NN SiJBe4 E MATERIAL. WEEP H±�LE WITH DCSP4AC£O 8Y PIPES FIUSY.BE CEtiUC7ETF 7D.3 I M I 34O' Art ' .• F yF� FOR a - 1, QUANTITIES SHOWN AQE' tOR MANHOLE. D" B 5 ! - -"-- ;` �, -. -N FUR E4TINA'[INO PMPUSE9 AND THE. ACTUAL i2"X12" PLASHC' HARDWARE CLOTH.. g' MESH OBTAIN TRUE fP. UANTITES. FOR IHLET5 GF ("P ) , ,., `a•. -+ W3THW:-FP%5. THE A1i0UNT ikSPLiCM 1 �' ( ,/ 1 ",. ..,tA -1 9EI ta.- SEC 1101I Ej'u- DIM�EN5NNS S,NG 3E CETEP,M!NEC BY TE#! flR GfLYAN12ED',SFEEL WRR£� ML,FMU� WIRE D&'FERFNT Oc. THS ADD .OR SUBTRACT p.32 P�y{AT BIv,'YiP f � �- g�. / BY-P3P£Yi-MWT BE OFOHIG7£D rO- I �.) -I '"' -r CONTRACTOR FR9M F,ELO LONC€TIOIiS. 41AMETER G-03' NUMBER 4 iAESW kAQDW.4RE GUOiG YgRDS'. OF_GO:RCRETE FGR-EACH FOOT MATS SECTION E-E ,�` �- OBTAIN. TB{iE IIMIAMITIES- '!� i 4 - }'i'• x ff2y S.4T'. I , > " / _J.j..._..._ CLOTH ANCHOR�D FIRMLY. TO THE OUTSIDE OF Opc-PTIi. t _Q;, TABLE CIF ijUANT17E5 I i�s!>�' A. '^ r,-f 3. WHEN SPECIFIED ON THE PLANS THE INVERT LS OF THE STRUCTURE, END VEND TOP CAP DETAIL 2. A BASE- THICKNESS ' OF W WAS ' USED A4 _ 'iml- I R 1 - - 7O 8E SHAPED IN ACCORDANCE WITH STANDARD 17, LEN IT OF AN^. SEE �4N AS SHOWN ON SNEE'r e. "�. _ CONCRETE GQMPUr3KiG CCtiCREiE QUANTITES'. -_ s 04 T'rPE ;; iiG'.. ' E.P._ Env-' B .S::G WITH r,.,. " Si,iiD: •Fe' �` .° "2'/ .� IS-L THE CAST. G'F FURNISHING AND -PLACING ALL 4. ALL RENFpRCAVO-STEEL SHALL FfAYE rt M1N, OF 21 TO BE _416 AT 4.10 LK/FT,. } DEPTH BRICK MAN OLE NANIOLE '-=.-.I - t--` / `, CN.`V.v'{Iz�D "•:: I MATERIALS 3NbWEtiTPi. TO T}E SHtFiPIG IS TC 8E caYER -DF 2••. TYPICAL FIETHOD CIF NSTALLAl10N ' _ 3. INCREMENTS TO -BE ADDED FOR EACH 1`. i'-10" DNA. 1" TYF-c B 'd E )-T"!_ CH.-.1.1_ ',C I:SED "1'H CC-'2 >. SMIDA=C,,,. -_ If... INCCIAt&'D IN FHE'�D'PRICE FOR THE $TRUCP.,RE. 15', CIE DENnTES LENGTH (>& LINE it} BAR. SFS � PAVED fl rTFp: a U,- ALL REWORDING.STEEL TO BE'CUT CLEAR OF F R PE I%I F1L1. SLOPE BRIC9C CONCRETE CONCRETE PGO1710NA FOOT UF'DEPTH, - ICI YPE B X a T rD i .R 'N'Ir_ '? J,EL[ED F a, n I.,A _ — cEEF TNBRICK S CONCRETE CUYARD5 F 5!-RTf OIA A HLEC ni' FQR Ya- EE EMT -N ,44 f LE SARI' Tt AN._E 'RCII AT _. - IN THE EVENT THE INVERT OF -THE OUTFJLL ALL UP€NNGS RY 2". 19, ALL REWORCNJG aARS' TC BE 5., a (' { - CONCRETE. ""-•` 4 P.S- 0:785. 1,437 A. M4TEREAS MAY. BE BRICK: CONCRETE OR Y'," x 1!/," SLOP ":] T.' -TOP LNG. l- 6 sJ H IaEL. 4,I 'i ,:' x c *L[ Mt>R A. LIRE i5 HIGHER TAM THE . EOTTOM OF Th£ ?-'" 4" FOOTINC APPROVED CONCRETE . MANHOLE BLOCK.• "' R' - ICLL[U. 70 B- r,. E „T 2 C ...' NL`iWF, r)ETAILs STRUCTURE, THE INVERT OF THE STRUCTURE if. CAST-IKJ PLACE CONCRETE IS TO. BE .CLASS A3 20, WHEN NLET'IS'USES IN V-b" 3,EDIANt BACK aF ••-" 0.7 0755 I— MACHINE MACMBE. '� BIT AL DE SHAPED WITH CEMENT MORTAR TD 13000, PSI. PRECAST CONCRETE IS TO BE INLET' C Ttl BE SHAPED TO CONFORM TO REINFORCING STEEL SCHEDULE t 6 U-9 G,785: 961 IF BL!Ot p ARE USER YHE MINBMiM _ - ! P P, t MF u I PREVENT STIINDING- OR PONDNG OF WATER a00G Psi. PROPOSED CURB. BENDING DIAGRAM m •... -+ - -.., - -.:. -T- '?- 1.0 D:785 2.245 TFdf.KNE$S UP SAME 15'.rO I#E. 5". V, R '� °"� DI :S,t _9: } Di-3:'s - I W:a .f Ci: f-h4E!.IL TIS IN }ME $7RUCTURE, THE COST OF FURNISHIM.`, TYPE 1 \TYPE 11 THE I TYPE II ems. �i _ " I ,. .. _ I _ _ '-- _.__....--.___-.______-__- -. -_- - ____ _ � I ;RIG PLACING ALL MATERIALS INCIDENTAL TO 12, OTHER THICKNESSES ARE 0 CONff NAM M LENGTH GF SLOT (i) WILL, Hi EVERY CASE, .BE 0' 1.2 0:785 2.48 TO WALL THICKNESS SOWN FOR T - 3 > _ I I _ I- _ _ .:j� �t -' LF1I:i}i LiYN 9� P(! �A LEIIFT' N THE SHAPING E TO C iNCLL'f1Ep N THE BN SHOWN cNi PLAN$. I• PB" 0,755 2.747' CONCRETE, t%z''_R H„ _m -t7 -I T !sac, ¢* l'.�cxss?wcn' r • fi - 1....� PRICE F0:4-TtE- STR[ICtuRE: T'!PE II- , H �S D #• iD'-#' N #0 B 4• 2do 36- 9,$ 7 fI„ - \ye_/i ~ -# I} %3. 3F' IN4EF IS CCN15TRIIGTEU dV MEDIAN CURB'' W?. SEC.nON G'G - F#•1 4• EaAMEFER +- 6'v t2 T WALL TFROKNESSI- m U, 83 3-.CPS ,A R " _ --y.,_ F 8 _ 1=L. __ _� - - _ ..-, _ fM !6 4 4• 11. 1D 2'-8' #5 4 72'-8" 70 2-P -S, +N-L CCNCRET6 i0- HE LLA55 i3. 3,,, _ 'r -'1" --L ! 'I -„y r - _ 5, STEPS ARE. r0 RE-PRPVICEC WREN H LS 4'-D" WII H INTEGRAL CURD, GUT.TEk U^ TO BE _ \ \ Y 11 1.9 G.97U 3.455 I + ` ._. I - _I _�- r'-.I- _ OR GREATER FOR D£FryLS SEE STA1a0N20 57-1. P+,gT fE6 f,SEE DE7Aa7. _ PY•iT' TO fF2 4 4" 14'-N' Td T-8" �\ 12 2.2 O.47P 3.eT7 7, WHEN SPECIFIED OM: PLANS THE r,.-•-,-..----.-.-'^------._-__, iii __----.'"` __� _._ 1 I--- i H"'1 i8 # 4 'id SECTIQN H-B <I _'r, ; F_o- ­' ' L a to J i4 D v' a_D INYER7 P5 TO BE -SHAPED IN T-7 - " DIA. I I - - � ..` B. P}!IS PFe'M. MAY EE PREL'A>T OR CA&T-IN-PLACE: i4, STftDABU- BIDETS MAY 8E CGNSTRLGTED W(TH I • 33 -. -.. 2:5 D.8`.il- A.179 = ACCORDANCE'wITN -STANDARD IS-1 I : : E i !L CONCRETE' BLOCKS N ACCOREI C6 WE7H THE. ]( X L Y5 71 12• /S R• W-W TO 2-3• ;£,E BRICK CONCRETE {)R + 2:B ii)7r1 4.341 THE COST OF FURNISHING AND PLACING I I z- ( - 1 LI I , 3___._ _____� e ; s [}ET }VI y} Elj D [) DET.WS SHOWN UN STANDARD ORAW1tC DI-hE. C4]NCRETE BLACK 5 3.3 0.970 4.$03 AL! MA7ERD15 NCIDENTA TO THE 5" 2_a NA g•I 9 ,I PA BBZa U U 3 Y 23�p• 18. 3.4 8.970 5.265: SHAPING IS TO BE: INCLUDED ,IN' THE BID I� "tom . 1 =,z J''. -a. C�:aDE5 g ADJAQENI TO irURB '\ I 17 4-a L173- C,C32-- PACE FOR THE STRUCTURE+ SECTION B-B Fy ({ BOTTOM :S y .n a e1ITHc:�T GUTTER SHOULLIER SLUT INLET ROM AM DRDGE STANDARDS \I INCREMENT 0.45- - 0:582 _-._ I _„f„ � (`� ,1''� � ( p Ey (('l� 5RECIFRQATUN F ` ,EiO FPyOC[ -fall Jul:J:;_ ,- -^_ .._._. ,,,,, _.,_,_.._ _ ""'_ .-. -� - IJ41 I :fEGFICA7{O{J STANLJARD CURB iIVP INLET :: A" V CJ(� aFECI:'tC r9N REF-ERENCE gp7yJ/� /gyp y+�3P ,H C�#I '�VC�TV�� i; L�('t [A �g� �p�I y`.,+'�t� E REFEFEEH^E' '`11R16S t,L�l,f-9 C11(l �i II`11L� RE ERFT'".E 1 REFERENCE �VT 235 PEYGDII GATE SFEFF 2tTFY MIVYI P4ALE �tilPl IL. 7Li r-Ir-!JL YRT'".7 ROAD'A"D ERIDGE'STANDWA.S ROAD AND UYIDCE"S7A4DARDST ANDAR D' rV1ANi-1tv.'LL». �r\('VVF A1rMD Lt-t1 M EFl _ _ : I V E.J l.. CJ l J V ROAD AMD' BR1gGE STkNUPP,DS vTeOMA DD4RTBENT OF TRAt®+ORFATDIK REVISION OAT+' - SHR'ET 1 OF_3 SHEET n OF 5 REVISION. DATE 224 . HEET f _ I ' ti r,.TE 1`>" - 30 PIPt1 MAXIMUM _)CPT H 1H) - B' s � 233 12" - 30`" PIPE= .MAXIMUM DEPTH (H) - 8' T04-m SP2 41RGINIA OEPr4R'TMENT. OF TR,Po4SPPRTATiON - - - VIRGNiA QEPARTMEHITOF FRANSPQRTATKHI - REVI£M7N DATE SHEF.7 2 CIF 2 1 3D2 _.........._IG,4.C19 +,c,.IT L•J•.11£'r,.,.T,.`:TU: TCI JF,rFTI'-.¢ 3P2 VIP,GINIADE°.McFMEHTPFTRAry5P9RTA17pLt KNOW WHATS BELOW -01 9s.Bz.L±--j Pa.1D NOTE: MODIFIED DI-13 AT F-3. CONTRACTOR TO PROVIDE SHOP DRAWING WITH 6! THROAT. 2i €T ROAD & ERIDGE „ANUARL' S 2016 ROAD & BRJDGE STA iNDARDS 20V( ROAD & BRID,GE a I,v :'w1ARD7, 2016 ROAD & F; ,lIDGE STANDARDS ALWAYS CALL 811 .: `'i"Inc [Oratirre Bohr ('rocluct Specilcatic�r� BEFORE YOU DIG �_ s �E1^lEEC SERVICE LATERAL CC7 1NrC- IC N IJOIE ,� ,La __..-. ..........................____. � ,-,",-. -E It's fast. It's free. It's the law. `: E I. WHERE A SEINER SERVICE LATERAL CONNECTS TO A MANHOLE n 10 ANC NO INVERT ELEVATION FOR THE SEF,VICE I_ATEP.AL I5 NE 2 INDICATED THE TOO (CROWN) ELEVATION uF THE SERVICE iv E Steel Pipe ILl 6" c1lTr p `p �y r m w u1 E DO a LA 1-RAC P9PE FALL 3C AT LElaST C,.2° H1GnER TITAN THE G E --` Steel Pi e JCi = 6.625" o;de ccl,u s ve!IcmE R=d, Block PI"e, Hlc.,.r,�c�y �r ,orara� uvrrite �P P R� V E L1 F R n TOP CROWN ELEVATION OF THE CHE, pW,.ST APE L(3NNECTEO � v "' -- t- �+/ � p � l P� � } -tC° c { ) (`TIE UT' M r; v, a - IdzalSleaveiC)=57/g" CustorTaColoe:Pantcns'ISh nuinl/dl!Ii ms'"# irV�S�R I✓�IlJ9V W 4 n -� TO THE FAANHOLE. W E c I V) , x 3 (if a Tlica lam) E (n N 0 [-„` v1 f I,- - {t7 L3 " up C3 cu In j ' i H ;R) itr N7' LL--�---T- E fJ 2. SEWER LATERALS, TAPPED INTO AN E,XISTiN!", SEWER PAIN SHALL �L Q o � � 4I 1 6 IOTA R I �V / T� � , E CONNECTED USiiVG A F [PE SAD LF: Q 1 LY n e > c�uanticy;— PROJECT No.: V162083 I i/ , I - -\ i\ UW v.� '!j � J � sLE ACE L� a MiNIMU41 CRADF- FQR SEVJF.R �ERVlCF GCNNI"C7iON SHAi,I.. 9E ?% U1 , DRAWN BY: DSH j 0 (1/ " PER FOOT ) �\� E z L.- n �• ? �c ° ?2" Name; CHECrCED BY: JQR �" �% n r£ o �. - -i - IPa CO cv � . /`ems--, ;`a I p„ o F , ro n = 4. ALL SEWER` LATERALS SHALL HAVE AI MINIMUM COVER 2' M!N r - E2 w } A }dee5s: DATE : 6/22/2018 1=,� ' ,,, M DIAM TER GF 4", qs 1 _a ` t> Q r11/0- :I'' SCALE: AS NOTED a ��z i %/ \ E Q a E a E� z L — o 0 I 5, ALL SEWER LATERALS SHA L N iVE A MINIMUM C,OYER !4 E c C? pity, 5tatg, Zile:— CAD I.D.: SD4 n o to EOf C{ o . OF 3 FEE E` a aj m U / ¢ CO �.f I a Q a EL wL ,� ,a, Mimic, _� PROJEc r: p �� - \ SALT �' -j _ [ 0 n ., �. Cross Section of Sleeve i m E Err1111: I Ey, n O t TRETELi z�CD _ I sL®E n�U [` �/� - FlNISIHEO GROUND ? x 1� �,��� �LV _ I') I l ' t4 - F�- In I ��- I rr —~ I _ ___ �- \ —6" STONE BASE r L : — _ � NSOT'FSs T� OR �`- �-- --`zo TO LO — L THIS FTEM MAY E- PREC T Asa CAST IN PL (21-A OR BETTER) - - your product Ii1quiry to fax #: (31 3) 842-7860 Or irtfo@ielealshield.com \ I -- I C�NCiiETE TO i� AS5 R; IF CAST ?N PLC[, dL%16 PSI - _ P pass ax car er nali _- }r. : .�,._�.- �'"`'- FR�;CAST, - F-- x -` r ,.into _ f ,\/� PLUG END OF- '-' 3..CL HiMYaTG A.RPI3VJ5 3DF FEED CRLESS -B&..c1AdG , ��n� z`,- Gecor-rtie�Gol1 -d.- f ` \. ~^. FACE C1F' C'IRBS 'MLL PAE7 FCSR lui'R.t�yhL _CL} _ - ._. f 1151.Jr _I \ . F z MA[N LINL SEEM E L.TiTEI?AL \ \: \ a I I _° ECTI QN #• THE DEPTH OF O MANY aE REDWED MUCH www idealshield.corm j (866) 825-8659 � \ �t \ S 3"' i13" DEfTHD OR INCREAGED � P �? M 3•'. St4" VEPTH) E E a"'-' P 45°0'L'„ Fd [FAR THAT Tdf BCSTTa€: CPF i3E € R8 wLi- Ct fCI6E "yl E Tt'- C,', '° E ct-E w \ \ R E OT Q?3€PTH 70 B 1 H WN. SSTREIC;$URE. \ .`a„ '• - "'io _ ,p \h1_ ,t \ T N THE PROE IS TO MADE FOR A n - m � u' a '� IIO1 a s 1 1! FT � IECREA AVIE (N D£P7T1. �,,: N ,4 d j Z 5. CG-3 IS "TO BE WED ON RUAVWAYS. MEE�Tk�. THE z,Oc Cj'IO� o°ITE � .. � - � a ¢ ¢ C1. lREMDENTa P'UR CG.T A8 all N *K11 IITI A n r--, ca''-' cs.,-, 'F- OF TiXE YDOI' i 01Z �Sftxt 6lANE➢tL IN TF S�CTA71d \ C?_� L r — D s 0 �N cs u�sr sT - I �O �. E a D SEMINOLE TRAIL AND PROFFIT ROAD F I0 `C', � NI I I� D � TI 5` BEMPOE ALBEMARLE GflUNTY, VIRGINIA 4—" (f K777tR- cC. ',y CJ N u �, LIT ww NITiN'!E 1dS" RR 1fB' . GHiAN','f I;§ S€tMIDARLtS-E"Af1 E. MRDE --- --- - �. N N,� 'O LL .� 11 f < AT6ULAiT OPE , —IN LINE IAIYE-TER. _ _ � ''s '�""-�--___--�`' XivT ' SPECIFtCATIO P L-A N � ROAD ,A FU �GE STMDANDS T D D " CURft-FERENCIPC ONCRETr BO LAF:U — Tj �� n ( ►ya q [�{{^� h p �s{"� cp i 0 / 0 siET t OF i FEVOM DATE l�s Tlr. SEE CI1rIL i LAP1S � T 1 P L✓f'i L 11t I t�L i[ l L} t'11 V[ t V 4J 1 V,ARI ES I v clr� aErAAT�IExr F TRaw of TAT( L I� i0. / I $I11.02 i!I I II :. �� �� N:r.'° GRIP IRRIGATIOPd fP. FIG S-€-C3 EI VICE 6 1 �-` �, `1 ��,� 1,- , ' EARN PL P TER. S LVCR LATERf� COJ IJECTI �1 ti ` a - r v SEE IRRIGATION PLANJS. "x \ BOHLER N,T,S. jI'll I TYPICAL MANHOLE FRAME & COVER - Ii — L1 ENGIN EIERTNG RI PI1TE R"t FIG, S-2 N,T,S iJIT I MIN 0' TAM1iFi K IAl1H L.E1. ALLI� L I II'!_[iCf1 PRt]ULI�;TS Flca S-!-ID a RED I.RE: �;,r -. [ C11r?IL L'I.APIa FOR 28 BLACKWELL PART{ LANE, SUITE 201 11 cG s TD-3i a = 1.�! LT' 'T!Gf'JS• WARRENTiDN VIRGINIA 20186 �d __r_ . _ I. C-,� 1 I:; Phone: (540) 349-4500 NOTES:11 ? USE APPROVED FLEXIBLE RUBBER 7G� i 1``�1. I Fax: (540) 349-0321 -0 _ocr.! 1, THIS ITEM MAY' OE PRECAST OR CAST IN PLACE. \ - � - -"-`�- O� _ RIP-� l BahlerEng°cc�rrl 7_: CgtiCRETE i(1 CLASS A5 fF CAST IN PLACE, e 4 I�.ARXINC I I .I.'1 SIQL1rA,U( ���.00 aI i I — -- 40M PSI IF PRECAST 3, CgdRINA7MN CURB &GUTTER HAViNv A RADIUS ( t f I " � , I " .Zi OP 30D FEET OR LESS (ALONG- FACE OF CURD) 's : w I'_ _ - -'- , _. I:2 J -S : :t r�!", ! 4 �' "� SHALL BE PAID FOR AS RADIAL COMBINATION CURB CIE GUTTER. - I Si... .w'.,i w."v /"- �`\� r� <1 ]iI 4. /,=5 =�j� ", ADJACENT DRAPED LANE fSPHALT PRYEMENr WIDENING / f vim' z' �>� A 4. PDki use WITH �rAT1uLeD(1PEN cIZRID-aNaN.ACE ' I /`" -DRr�P PIPe`� �'. s .III --III —I I III/ • Y LAYER. THE B4TTCM OF'TI CURB &GUTTER t`t"x / " It� SRAI" BE CONSTRUCTED PARALLEL TO THE SLOPE EDGE OF DOSING PAVEMENT ? � \' f I I- j KAS DETERMINED IN FELD1 A (A / —IIIIII--III- I —_III— Y ) �.. OF SUBBASE ODURSES FWD TO THE DEPTH OF t \ d 'H \ _. T-::,. ". I -- I I I-1 I I ! I I I THE PAVEMENT, ��" -' � L,. I ~ -III-III— I --1 I I p 5- ALLOWABLE CRITERIA FOR THE USE OF L"O-6 TACK COAT THE PROPOSED ,YY.s'" •:3 I. - � - r —.1 1 - � ( �1 2 PVC Ley ILN�L LII`1G IIYJ �1 FI''IC IS BASED GN ROADWAY CLASSIFICATIONS MD CONSTRUCTION JOINT EXISTING ASPHALT LAYERS PROPOSED aSPHAL,l LAYERS `P �' -; _ 1 :;, � ,:'jt d ° -��� e Fr'�T/_ c^^ L DESIGN SPEED AS SHOWN W APPENDIX -A OF , ,Y.-- � -_�c, _.. 1e% `, � � I L:,C �Ct H'I_DULE `}C {,� ¢!' 2" R T'HE ROAD DESIGN MANUAL IN TREE SECTION- - - - - - - - - - - - - - - \ \\\,,, �` CP: hIITE CHIT OVER i''JEFrii �' JO E oN cs uReAN s7aCDARDs. 1. A a \ `. -;� j INFLI � ] [p r SEE IRRI1 ArTIIJF! FLAP a 1 I EXISTIAD SU�ASE PROPOSED SLHBASE--L_. "_ 1'' 1PN!PI!Lrir LIARR LI'.- IYI `I, ,l''I HPCI<, 1C. N0. 2`J `1``'1' --------------------- � k' k § Pr if 11 ICI R h:1'DEL 4/24/2019 , , , COMPACTED SUBGRADE ,I A _ � I� C!S ATRIC 1 IGR 0 , SE i. A` c , m . S aER �"!LJ VVITH SCH 40 FVL EITT!NtS, ` � m CONSTRUCTION JOINT DETAIL u K c PIPE a 1,,;' > x _ .. _..... c LCIi\lfl(:G] TL STORM `�F== CIL+!L 1'I_Af�15. \ "sts% ���. r3 - , " • 1 N , I t, ® REMOVE OUSTING ASPHALT LAYERS TO E)aSTNG SUBBASE AND REPLACE MATH PROPOSED ASPHALT WIDENING LAYERS , LAN 9 (4� F°� % * �! [ �`.'\eµ }� ICI Pam' . •��A� . ,A • F: ® PROPOSED MINIMUM I!1, INCH THICK ASPHALT SURFAGL COURUL (SEE NOTE 5) \\c.._ LANDS APE P-LAN TER SECT( o1 Y TYPI CAL , , , ' _ - n L1 ' I > n [4 n n - n Li r A. WrAWW 12 AS OOETERMPEDH RA CORES CSEE N07E 3) ARY TO ABUT THE FULL THICKNESS OF EXISTING ASPHALT LAYERS PROFILE `,, - 'f - - - a _� - _ RE'1/.. 4-? 13 SGALL: 1' = I'- ? ' SHEET TITLE: - • - w NOTES, 1. HEIGHT QF THE VERRUCA DROP PIPE UPlLL 8E DETERMINED EY THE AC,SA, BUT SHALL NOT BE LESS THAN 7WI'O\\ \ �1.1111N� :THE BOTTOM OF TIE CURS AEA 1, ASPHALT PAVEMENT WIDENIW SHALL HAVE A PAVENENT DESIGN IN ACCORDANCE WITH CURRENT VDOT PROCEDURES AHD HE APPROVED NY THE ENGINEER. i2) FE`ET- i �T �"� =<C't4 � \ R � �\ \A `"\ 6° p'-D" CUTTER -MAY BE CGNSTRUCTED I g \�\ T \,\ \�"�\\�\ PARALLEL TO THE SLOPE OF 2. THE PAVEMENT DESCH FOR ASPHALT PAVEMENT WDENING SHALL MEET OR EXCEED THE DEPTHS AND TYPES OF THE LAYERS OF EXISTING PAVEMENT. - - - f \ \�`\\ \�� 0, ,'! \ SUBBASE COURSES PROVIDED A SUB5LFWACE DRANAGE OF THE EXI5TNG AND PROPOSED PAVEMENT SHALL BE AUDTE55EU IN THE PAVEMENT DESIGN. ,L'. VERI (CAL DROP PIPESHALL BE SUR 26 P.V.C, SIZEL) I I"III' SALMI: AS TF)E INCCIMING PIPE ANISE CONNED, i"ED TE3 � \ I THIS AREA MAY BE CONCRETE MINIBtIUM DEFTFf OF 7 3. A MNMLM OF 71-REE CORES SHALL BE TAKEN ALDNC THE CE7ITER DF THE AD.JAC,EN7 TRAVEL LANE TO DETETIINE THE TYPE AND THCIOESS CIF EXISTING THE DRC)P FITTING wrl H' STANQAH D'GASKET 1OfNT. •F• \ \ \\\ \l.✓ e- 31T'�../ Jl. Ji O-1 �1 FS• MAINTAINED. 11 AT TK OPTION OF THL CONTRACTOR PAVEMENT LAYERS. THESE CORES SHALL BE SPACED NO MORE THAN BOB FEET APART. \ d. THE /O-IACENT TRAVEL LME SHALL 9E ISLLEO A YIHMJM DEPTH OF 1'!s RICHES NL REPLACED WITH MI ASPFiAi SL,RFACE COURSE TO MAT C]i TEE 3.; VERTICAL DRGSP PIPE SHliLL E#E STRAPRED TQ TFIE MAIVHDLE AT PIPE.1Gli"VTS. STRAPS .Sri ALL 3E CY!FADE OF i }T'-�t 'T�V 7L '}7'� PROPOSED PAVEMENT WIDENNC SURFACE COURSE. UNLESS WAVED BY FE ENGINEER. -�111-�ZZ�, Jjl _fJl) 11W. f ,([L\\1 f'1 aTAiNILESs STEEL. 5. THE QNGIFEf7i MAY REWIRE THE MWNG DEPTH OF TFf EXOTIC PAVENEH7 TO AOJU67ED TO ACHIEVE DIN ACCEPTABLE PAYEMQMi CRO55-SLOPE \�\ „_ . ; 5�\\ 6' STONE BASE AND FFFEC71VE SURFACE DRAINASF. 4. SHAPE INVERT AS NEEDED TO PROVIDE SMOOTH TRANSITION FROM DROP CONNECTION DISCHAI1GE PORN T \ ; (21-A OR BETTER) 6. EXISTING PAVEMENT MARKINGS AND MANNERS WITHIN THE PROJECT LIMITS SHALL BE RESTORED SUBJECT rO THE APFIROVAL OF THE ENMEER. TO SPRING LINE OF MANHOLE INVERT, \ \\C 3. FPUL TRANSVERSE PAYEIEM TE-IN Sia_L CONFORM TO THE REQUIREMENTS OF SECTION 315 OF THE SPEaFICATIONS EXCEPT THAT ALL JONTS ��� \\ SATPECFICATIONS.S.TONS SHALL DE TESTED USING h w FOOT STRAIGHTEDGE N AAX:OFIDNICE WITH THE REQUIREiENTS CF SECTION 315 OF THE 5. DROP CONNECTION DISCHARGE FITTING SHALL BE "ORIENTED AT 45 DEGREES, INTO THE FLOW, �ry �'ry }�4 s�+ �•^ I �\\\\\\\N \\\\\\\����\\\�\\\Q \", �\T SHEET NUMBER: 6. VERTICAL DROP PIPE SHALL BE INSTALLED} AT'' G4 DEGREES FROM THE ACCESS STEPS, dgmj6q&,AA%mL l'A•�* Aloha P a c i f i c a L LL11 \�����0 7: Mwfl HUM 72 DIAMETERMANHOLE REQUIRED I QRA 5lNGLE 10" OR 12" DIAMETER DROP CONNECTION, Oil F LkNNI.N v An s. LAKW%C.A4FC. gARCHITEGTU:R.E CONNECTIONS1W7 En<rcliff Rca6 Win Pam k, rhla 327. 2 OULE Ar D SEPJES PL011ER BY ALLIED 1.10LDED 40,:.b g8 0 2 7b; ]U2,,fcc, luha,,.iE:�llco),..I,c TI PRODUCTS, LLC. MODEL# 1RECLP-4824_'`� 4 SREFERE REFERENCE STANDARD INTERN -AL DROP CONNECTION itEFERENCE. T P �V�T XV=T SPEFERENCE COMBINATION 6 CURB AND GUTTER ROAD AND BRIWE STANOARDS ASPHALT PAVEMENT WIDENING - ROM AND BRDGE STANDARDS REFERENCE 5 REVISION DATE $WET i OF 1 375 SHEET t OF , REVISION DATE FOR WIDENING SUBJECT TO TRAFFIC N.T.S. 5U2 V}RGINIA DEPARTMENTOF TRANSPORTATION ' I ( ) 11.O3 343.02 VRONIA DEPARTMENT OF TRAI'EiPCRTATON FIG. 5-- I "'E2 HA16\V162083\DRAWINGS\PLAN SETS\SITE PLAN D0CUMENTSW162083SD1.DWG PRINTED BY DHALSEY 4.24.19 @ 3:55 PM LAST SAVED BY: DHALSEY 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' ACORN NUT BACKGROUND WITH WHITE AIR PUMP REFLECTORIZED LEGEND AND BORDER, 3. BOTTOM PORTION OF SIGN SHALL PARKING LEGEND AND BORDER - HAVE A REFLECTORIZED RED BACKGROUND (ENGINEERING GRADE) WHITE ONLY WHITE SIGN SHALL BE R7-8 BACKGROUND WITH BLACK OPAQUE AND BORDER. PARKING BY (12" X 18") LEGEND DISABLED 4. FINE NOTIFICATION SIGN SHALL PERMIT FASTENED WITH HAVE A REFLECTORIZED ONLY ACORN NUT (ENGINEERING GRADE) WHITE BACKGROUND WITH BLACK OPAQUE LEGEND & BORDER. CONTRACTOR VAN w SHALL VERIFY FINE AMOUNT & ORD. ACCESSIBLE U NO. w �q 5. ONE 1 SIGN REQUIRED FOR EACH O $zoo.00rwE > � GALVANIZED PARKING SPACE. _ F.S. 318,18 m BREAKAWAY 6 INSTALLATION HEIGHT OF SIGN 5' FASTENED WITH ACORN NUT 6" WHITE STRIPE SPACED 3.5' APART REV. AUGUST 20, 2017 12' HANDICAP HANDICAP PARKING SIGN (SEE DETAIL) H.C. PAVEMENT SYMBOL (TYP.) / V I 2" 2" tm i c m m m STEEL U POST ®z SHALL BE 60" ABOVE THE FINISHED C° GRADE TO THE BOTTOM OF THE ry STRIPING, SPACING, AND CURB RAMPS SHALL COMPLY WITH THE Q SIGN. ON UNIFORM TRAFFIC a CONTROL DEVICES (MUTCD). (GALVANIZED LATEST STATE OF FLORIDA ACCESSIBILITY CODE & FDOT 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 WITH ACORN NUT. AIR PARKING SIGN 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. FEC i',i 3"Gk. '.ui Liar s'1 An=. CORK JE;R IS7.AND t)ETAR, NTS TOP CO R PHOTO CONTROL LAMP PREMIUM POLES: IF PROJECT SITE LOCATED WITHIN THE FOLLOWING FLORIDA COUNTIES, THEN THE PREMIUM 0.188 MILL LIGHT POLE WILL BE REQUIRED: SARASOTA CHARLOTTE LEE COLLIER MONROE DADE BROWARD PALM BEACH MARTIN ST. LUCIE BREVARD NOTE: PROVIDE 6" HANDHOLE W/ IDEALSHIELD (WHITE) = COVER MIN. BOLLARD @ SITE U Z'0 X 15" L LIGHT @ PARKING < SPACED AS DIRECTED z BY WAWA PROJECT ° ANCHOR ENGINEER. � BOLTS FINISH GRADE T-0" MIN. Lu > 1'-0" MIN. FINISH GRADE CONCRETE CURB 24" 0 SONO TUBE WITH 4 - 6" BARS, 5'-0" TYIP. BELOW GRADE VERT. (MAYIBE 4'-0" FOR SOIL W/ SOOIL 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 5MIN VARIES STANDARD SPACING 1 HANDICAP SPACE CONFIGURATION 2 HANDICAP SPACE CONFIGURATION 3 HANDICAP SPACE CONFIGURATION F' ALL STD STRIPE TO BE YELLOW 5' 4.3' 3.6' TYP ° 3.625' g' 4.2' 4.3' TYP 10' 4.3' 3.2' 32' 4.2' TYP n L 10, SLOPE TOWARDS ASPHALT 10" PVC SLI 6" BOLLARD W/ C( NOTE: ALL DIMENSIONS MEASURED TO CENTER OF BOLLARD. BOLLARD SPACING IS 5' UNLESS OTHERWISE NOTED. BOLLARD SPACING/DIMENSION DETAIL a " PLASTIC COVER BY IDEAL SHIELD. ALL COVERS TO BE WHITE 4" TOPSOIL CONCRETE -� ENCASEMENT 6" COMPACTED PEA GRAVEL BED PLAN VIEW DESIGNER NOTE: AIR PUMP TO BE PLACED INLINE OF SIGHT TO BUILDING, AIR PUMP STAND 2 35" FRONT ELEVATION 15.37" EXCEL AIR MACHINE MODEL #SC05 ARID (TYP.) DETAIL) SEE STANDARD D (SEE STANNDARARD DUTY CONCRETE DETAIL) CURB 0 3" NTS REV. JULY 28, 2016 ADA CONSTRAINED DIMENSION 10" Ir MAX 0" , BOLLARD (TYP.) (SEE DETAIL) ASPHALT 4' x T AIR MACHINE o J PAD W/ 2 BOLLARDS N a "AIR PUMP PARKING ONLY" w SIGN 0.4" a: ° c 4" YELLOW e: 4' x 3' AIR MACHINE I a AIR SPACE, AISILE, ° ° . d. n ° ° PAD W/ 2 BOLLARDS 0.9" AND ADJACENT 4 SPACE TO BE 6" ° a CONCRETE °4 RAMP WIDTH 0 ° a d. a d VARIES 4" YELLOViV ° CURB q NOTE: SIDEWALK RAMPS TO MEET ADA, FDOT DESIGN STANDARDS, AND °. LOCAL SPECIFICATIONS. ADA DETECTABLE CURB WARNING DETAIL to' ADA DOME TOOL DESIGN STAMPCRETE INTERNATIONAL. NTS AIR PARKING SPACE DETAIL DUMPSTER AREA SHOW FOR REFERENCE ONLY. REFER TO ARCHITECTURAL PLANS FOR ACTUAL DESIGN. TRASH COMPOUND I zi J 4 . 4' O Q AUGER BORE (\ t 4 LANDSCAPED AREAS STANDARD DUTY 8 " PLASTIC COVER CONCRETE DUMPSTER CONCRETE APRON BY IDEAL SHIELD. 9" ALL COVERS TO BE WHITE CENTER OF BOLLARD 6" SCH. 80 9" MIN. FROM EDGE STEEL PIPE"" BELOW OF POUR NEOPRENE GUT 1" BELOW FINISH INTO TAPE FINISHED SIDEWALK SEALANT FACE OF SIDEWALK 10" ;SCH. 40 PVC ELEVATION SLEEVE CUT 1" BELOW ADJACENT -� FINIISHED SIDEWALK 1" SIKAFLEC SURFANGE ELEVATION CONCRETE ENCASEMENT 6" COMPACTED PEA GRAVEL BE 6" SCH. 80 STEEL PIPE NEOPRENE TAPE 10" SCHI. 40 PVC SLEEVE CUT FLUSH \WITH TOPSOII L SUBGRADE PEA GRAVEL D 1C SL CONCRETE & SUBBASE d a SEALANT VARYING THICKNESS 3" NON SHRINK GROUT (SUBGRADE CONCRETE ENCASEMENT PEA GRAVEL PEA GRAVEL 18" AUGER BORE 10" SCH. 40 PVC 6" SCH. 80 SLEEVE STEEL PIPE CONCRETE AREAS GENERAL DETAILS AND CAULK/GROUT DETAIL FOR CONCRETE AREAS a " PLASTIC COVER BY IDEAL SHIELD. ALL COVERS TO BE WHITE BITUMINOUS PAVING &SUBGRADE 6" SCH. 80 PVC SLEEVE CUT COVER STEEL PIPE FLUSH WITH FINISH EMBEDDED"" NEOPRENE ELEVATION OF INTO SEALANT TAPE BITUMINOUS/TOPSOIL 10" SCH. 40 PVC PEA GRAVEL SLEEVE CUT FLUSH 1" SIKAFLEC 1C SL WITH FINISH BITUMINOUS SEALANT BITUMINOUS PAVING & ELEVATION SUBGRADE 4" TOPSOIL \\\� \ CONCRETE / ENCASEMENT a" a • \\/ CONCRETE \\// ENCASEMENT POURED FLUSH a' CONCRETE SUBGRADE POURED FLUSH TO SUBGRADE ENCASEMENT TO SUBGRADE 6" COMPACTED PEA --___.PEA GRAVEL 10" SCH. 40 GROUT NON SHRINK GRAVEL BED G •��' 1 8�� PVC SLEEVE BITUMINOUS LANDSCAPED AUGERBORE BITUMINOUS AREAS CAULK/GROUT DETAIL FOR LANDSCAPED & BITUMINOUS AREAS BOLLARD DETAIL - NTS NTS NTS w ,D IS i:N iHLE. EAR c0li I � 1 r -F t EMERGENCY I f.:,i FUEL: PUMP tiiJ'tl L' .%I I E � pGF C' F"Jiv'F' N i t1: _ i - _._.._ I UL II' E;IVIERCTENC'Y PLTNIP SHUTOFF DETAIL, p �a aR 6 F_ w U a o� �o a V 1E ua g�z m z U 7 w cn Z COr mow Nam xvaa ti n � � wo Z O o a�� tee; c F 60 c4 o �F5 REVISIONS REV DATE COMMENT BY 1 10/9/18 ADDRESS COUNTY COMMENTS JQR 2 11i30/18 ADDRESS COUNTY COMMENTS JQR 3 2/22/19 ADDRESS COUNTY COMMENTS JQR 4 4/24/19 ADDRESS COUNTY COMMENTS JQR KNOW WHAT'S BELOW ALWAYS CALL 811 BEFORE YOU DIG It's fast. It's free. It's the law. APPROVED FOR CONSTRUCTION PROJECT No.: V162083 DRAWN BY: DSH CHECKED BY: JQR DATE: 6/22/2018 SCALE: AS NOTED CAD I.D.: SD4 rPROJECT: PR,7->,P0 SITE PLAN DOCUMENTS FOR I.,OCATION OF SITE SEMINOLE TRAIL AND PROFFIT ROAD ALBEMARLE COUNTY, VIRGINIA 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540) 349-4500 Fax• (54(113d9-f13�1 CONSTRUCTION DETAILS" SHEET NUMBER: C-OUO3 HA16\V162083\DRAWINGS\PLAN SETS\SITE PLAN DOCU1MENTSW1620830D1.DWG PRINTED BY: DHALSEY 4.24.19 @ 3.55 PM LAST SAVED BY, DHALSEY 17TOVIDE a)TL I?i,B0EF F)',L'',hIT B- *1M I AS- I+!� ^ T ,x; f lR01`1 >T C,A��T Al,lu Ric R r; F.' �,'M 01,111I k LD I I`'. 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'_,.L Lf,.l�r.j., U a' f , L I I I a; , F 1 I, U' { I I I I. t ,} 1d � r I s .1I';� , 1, s(1 ...� :ALL EE a� NEC ,. �_ 14,�EI_ ,VIIH 1,.4,,.,11. h E E;. _Lr:C '., �t L E v, Pdl. _I I I C ( � , e)t, Viil INIiJV1 EARTH C;0VER.=rl0, I -=(I _i ,L f - IC') IPdLET AND r:>jLEC F'? IPPEI) "NIFI I[,_ )'FALL;. GREASE TRAP - G'A_L: rJ (2 CUNIPARID1E'IT) TP,K I "1 y1. t!_ ,% . 4 45' w r fs1,_. - z i : N tf, L1x1 PLUG 'r° Q i I I I r I v } ---t ] j - -- f i I j \ 1 l i L FOR ALL. BENDS FOR TEE OR WYE FITTING I. I MDE N TRENCH TO --- - __._._.__.. 1. I —. _ .� ._° ACCIHi COMM00ATE , . 1 4,5" '-fREautRED. ,. -ANR IF I I d —_ I IV -- ElitDlla 1 A } I I» ` ~ i PLUG t : I l , h 1 4-5, E , h!N ° _,.., AIN " I �- $' rt/" - I II . 1 t 'SECTION 2- I MPE DEGREE I BEI D DIMENSIONS I VOL, TEE A,ND PLUGS - I SiZE OF I (FEET' s lm,,`L FFET' T. 1 _ .__ 901 2,50 2+, 5CI 3: f11 0:24 45 2,00 2.25 2.60 0A5 I VCIL° CU.YD. 1 tip' t'Ie 61, i 2,00 2.25 2.50 I 22.1/2 1.50 2,00 2.52 0,10 � 0.15 I1 1/4 1_50 2.00 250 0,10 45 2,FBAs ,66 27? +,2fi a" z 1%2 .ir "s O.13 116 2.91 },6s 1 1/4F 2.j6 2,'67 OA3 0.32. -1.66 l i " sk i 2" 5 3.33 i..58 2,95 0.L46 3.63 4.0CD t,83 22 1 /2 2T 33 2:56 2.86 0.24 1/4 1,€33 2,>3, 2,P,4 0.s8 O,a2 'I, THRUST SLOONS ARE REQUIRED WHENEVER 1HE PIPELINE: CHANGES * DIRECTION, CHANGE SIZE, br-AD ENDS AND AT VALVES, 2, LISE 250D P.S1 CtDI' CRZTE. 3, NO CONCRETE SHALL BE POURED ON ANY ;PART OF THE JOINT. 4, 0:-1c CL6NSUL ZING ENCINEER SHALL, bE RESPONSIBLE TO THE VERIFY 114E TYPE & SIZE OF ALL. THRUST BLOCKS. r�� Wl BETE II^-II�U N T-S _____ _. F' ' % _._ _—_- __ GREASE TRAP DETAIL NTS 24" x 24" 4000 PSI CONCRETE 24" x 24" 4000 PSI CONCRETE PAD PAD FINISHED GRADE FINISHED GRADE — "t. - a - TOP SECTION VALVE BOX TOP SECTION VALVE BOX (CAST IRON) (CAST IRON) PIPE SIZE & CLASS AS PIPE SIZE & CLASS AS REQUIRED PER GRADING REQUIRED PER GRADING PLAN PLAN FLOW FLOW FLOWE:z 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 �,L - , I c, %' r,• ems.. t o f C `l f D� v I i€ l 1J!ATEKI.R._, eS 5 i Precast Concrete Ste mce tar (450 U.S. Gallen Capacity) _ Cover and Crag 1 / `\ -Grade Adjusters T© Suit Finished Grade T 24 -'- 81, 6" 4" O PVC Pipe Min,15' High I wi 4" Ca a I 9i, Ili l N _- � } t _ s f " s 117��, 1 i , i i 1-12 n 0 Inlet t e 4°0 Jt?tlet i;Qw(1 Pipe P Riser Pipe B (Removable) 48"O 11 1` Varies To klatch Grade 9 5tormcet or Insert r- 4'0 Oil Boll j See Noii o 2 1 1 r11 1 i . - 4" O Outlet l - i Riser l Se Pipe 1 �� I) 60" I , - I 1 : 1: I , I i nI t Out I Ie u Min, :F t, � .. ",.� I� ` t 1 If Re aired _ I Ct b" i r / 11 " . 8i1 L Insert Tee Here " } (Tee Gl;�ning to Face Side Wall) t7__c:_-_ IT''i__. f�L .- _. 1..-.. 01__ t-F:_.. If otcs: i, 'C}jc Use Of Flexible Contreetic n is ReolTltneattic c1 at TITU Inlet and, Outlet `t'1jnlc Ap[ licabie. 2, The CoN er'Should be? Positioned OverTho hilet Drop Ripe and The (Nil Pct1, 3 The Stortilceptvr-S st4.?T1 is protected by one or more ofthe folimving USPatents: ft-.4985148, #5498331, #5125760) #'`7 I15, ~J84)181, T46068765, V6371690, T 4 ;111' Concrete Pipe s, I I 1 4 not '�t' rn t1i drawing, . Cc tact a C � LtL Ip,.Division I�Lptc,Lntr7tl�L for f I u 4, ddtall, c listed � t . �Ttirk�r{Is, --- PLACE 5' GAL`dANIZED NI '!IESS CHIT WITH / CAPPED ENDSPAINTF'ID: BLUE IN REMOTE AREAS A4 DIRECTED. MARKER LOCATION MAY 13E SUBJ CI - TO 'HIGHWAY DEPARTMENT APPRUVAL. FINISHED 02AC3E " - `+ E `i I i I ! I tiDJll i{�3L E TieA r IG RATED € i VALVE , �T t 4Ja' i in I I --J i 14- 1 I .0 f''( , I - IN ' r— ._..._..._.._Eu�, ��t,J. C.4'TE VAL'vE t _—mm� -t WATER - h 'I i ll I � LINE 2500 P.S'.[° I CtDI�'G;ETL , AaX -2'x 2' BEARING AREA. THRi ST BE.ttCI< 1 I r. I '4 sz _ A NOTE : IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (Et) 1NCI-IIIS ABOVE GRADE, ti S I FIG. _ b I I .___..__.___.-____._.___..______.._m_.-.._____---_._..�__..._..�-j I WATER I'AAl VARIF' r,i:L_� i,NrcilacE,: ouwi I rrt irivu:!, LAC m r j % . %y I r d p TRANSITION BETWEEN d PIPE DINERS WHEN I�IFFE T R ES OF PIPES ARE ENCOUNTERED, ,, t t P r • ctgo _Ljwl:iiiiiiiiiiiiiiiiii mAHDILE OR DROP ALET 15 TO BE FORMED +YI0 CONSTRUCTED N ACCORDANCE WITH APPMABLE STANDAIRD OR SPECIAL DRAVMO, THE INVERT SRAPING AS DETAILED HEWON, IS TO CONSIST OF A PORTLAND CE141ENT CONCRETE MIX CONFORMING TO CLAW .A3 OR CLAD t : EXCEPT THAT 25X OF COARSE AGGREGATE WAY BE �`) BARS it 81, C-G TYP. SHAK TO ELEVATION'' ' O€ AID® t LARGE SI ale I SHAPETO CON70OR OF PIPE I { .,. I I 11 APE TO DRAM TO INVERT OF OUTLET PPESECTION E TION A -A I TI TR A TP T IN DROP INLETS STRUCTURE SIZE AND WALL THICKNESS VARIES. xas s EP T s sTAE ® SECTION - ' . SECTION It N B- 9. THE STANDARD WETY SLAB 5 ,-9 15 TO OE USED ONLY WHEN SPECIFIED IN THE PLAINS Sl QPE TO DRNN CAN THE DRAINAGE Sit Y 31-EET ANDIOR THE ORAIMAUE DESCRIPT1101i MANHIi v kd1'EITT iA Tii 'NV C3C PIPE BOXES,AND DROP INLETS HEIGHTS " A THAN 2 FEET, T SPACING OF ADJACENT SAFETY HALL R' TO 12' WITH NO SAFETY SLAB LOCATED WITHIN 6 FEET I OF THE TOP OR BOTTOM OF THE STRUCTURE. SAFETY SLAB SHALL NOT HE LOCATED SELOW ANY II,ET PIPE OF 30" DIAIii OR GREATER. 2. THE COST OF THE ®1 €S INCLUDED THE COST THE STl�i?OT4 PLACE DRAWINGS zz;' HER ILS — �- salr - .3. ACCESS OPENINGS �to HE ST GERED. F ONE Sim" S FRUC IFU 'TO THE . 4 6}T@R T ARE £ D ACC IN"L Y. UP Tt? b ISMAAETER AND Gi5N515T (1F STONE, I#tA3KE}N 1",�� S _ S GARS" C C TYP. BROKEN CONCRETE OR BROKEN! CONCF.ETE BLOCK, THE SURFACE "` a SHALL BE LEFT SMOOTH BY MEANS OF RAND TR6WELLII „ NOW 4-. SMAY BE �T-IN-PLACE PRECAS'T.CAST-W- CONCRETE TO%?F THE CGAfiSE �1GGREFrAiE SF L EXAASEI4^ CLASS A3 S3000 PSIL PRECAST COWREj'E IS TO BE A4 ( 00 PSI). REINFORCISTEEL TO BE IS ACCO ANCE WITH AASHTCI M31, •`, i' . y<,DET .S OF INVERT SHA NG AS AWN HEREON ARE FOR EX LE � � r ° e °. x ° ^ ° t r " i r-URIPOSES ONLY. EACH OLE OR INLET IS TO 6. ACCESS t ENiNGS MAY r ,3f3` DIAMETER OR 30" a .WHEN STRUCTURE WIDTH 15 INDIVIDUALLY E f" TO BEST FIT THE PA I4 ADi INLET AND LESS THAN 30" THE CIE WINK SHALL BE RECTANGULAR (STRUCTURE WIDTH BY CONFIGURATION Ataa FLOW LINES. 30;:< LNCI.. SECTION - PLAN TYPICALPRECAST UNIT THC�I iRTINT IN MANHOLES X SPEt�FiCATl4i8� X Si CIFICA'n l TYPICAL T SAFETY SLAB INLETS, T ON ..WAD AND 11RIOGE STANDARDS L T STANDARDSROM A40 BRIDGE SET 1 OF 1 REV N DATE MANHO302 FEET 3 OF I RE iS DATE 302 9 ]6J4IS VIRGINIA IA DEr ARTME TRANSPORTATION S0$,' VIRGINIA DEPARTMENT OF TRANS RTAT f SPECIFICATION SHEET mammmi - p� DE ZURN 1 > U305 WIDE REVEAL TRENCH DRAIN TAG ZURNt 6 `I 2 Wide Grate SYSTEM EM WITH STEEL FRAME � ______ �....�....,_ - ,-_�....._.. __._---_... L"-"L'LL--'---'--""-"'---,-'----L _ _ __. '-_ - .. -..__-. _ - - -_.,, D'i,lensia:.,.L)."atl: pe, 1a[1xf[<e,r, ltan:.a eft,, s.a€, t„cnt1I Wlt ,andsand ttt',yv4 ;t«c# 1 ;i ? _i1.e r tyt[n EntjP, Ai.a S'sn'[anis j, PJ@ig3d El[ [hy3j. t+,.,,:.E,.:la s .,<,::t; ,:. ic. ,..,.,a...:=[.r i-,a:, Nil al'v 1>:n ,st,sitt,-.t.i1 .e r ,. �::.),p _;,.yri,Ej.e3 -i ,ri ii �.9•:'~t .. .__._.T..�. _ _, w._._._._._... wa, f: .„., ;'lease Item _ a , Id I ?tern Is S „? Index n: r - Iffm.. I A, : - i -r_.,,F0!T,. �N_..dt.ER !v FD__,%�:ir,t.t FJR 1 - ! I � heck No NL!lrk�el ..D. „ � .r .>e�. r c. , I ,. .. .r �,c.,' _, .A... I,t _ri. I I '3u �( [.a't " a ..34 94454 6 HPDE M i.. __ r: Ii't zs` 1. 1 t. ..--.::- :::.:....:...— �' Y _.. _ .. :. F,. d... __.- = " - .... . .1 . -. r I: t } tr [ 6 p.. _-y9IN. id.�.@�: t h :,:, ri.. la'. JJ t -,x... I,: a,. , t :;,W ,1.: I 1..._... ENGINEFRIN€ SPECI�"diwta ION Lr, ,rS . n P, r ? . #} ay.i \ e --,! id ri a I a i t ' E 1 ;u r "h-all. 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A', f1_2 F'h. r105- 0,.c72, r`axr,1:,-;.s'.292 C.f4. jd.t; '..'irPW,S ., . ,., ... c,., , :.r ;.1.,. 9 $V , ,.a,a, <.<<�Om - vm N ns er: r T641 ' 'YPICAL Ili VA[JLLT N € ,S, FIG, W- 7A SIDE V1E I75' DIAMETER DRILLED 1.1LILE FOR TOUCH READ INNS 3" DIAMETER FLALl LI ARWG St1I'aFACF UNDERNEATH ALU'MRILIM ACCESS I -,A GH 44` MIN, _..___ ._.. -- OT 4 ..-----_.--__°-_ _-___ ._-.__.-__-1011 t_iA_:-- :5 I ( 17." v I "'37`MIN, T [I I I NOTESS 1 PROVIDE ri 6" 11.1 Gl< t RAV E 8r7D BENEATH 'THE METER VAULT 2. MININIUvI OVAL L. THIL,r'ti` FSS FOR PRE ASl OF, 1"(UR-IN-P-L.AGE VAlit-TS SHALL BE 4". N%,jIM1j, # WALL I[HICKNESS f v`f� V UI TS CONSTRUCTEI1 OF MASON.AR`€ BLOCK SHALL BE 6". ° `(T IE OJT TOE OF THE VAULTEI.O't�l G� ADE SHALL BE COATED V111 i AN rah -PROVED WATER PIROOrING' COMPOUND, .,, F I 1 i I CJ 1 1. °' __I,= I ;I NTS FlCs. W- 7 TD- 1,5 340170 o 1. 0 1 4 3 w �. r 11 '.rg sR Imselmmamm U �- 7 x I , 1 x � a� PQ Z ro a - � „ U H � m",\, � -, , � z Q xflNwa " 4-, wrm�� �s1. �_,nfP wmo �� Z 0 ow w I � olllmyr ro io��- N�mm H ,ee,e, z rn wo,,�o _', "I r L" A Immm III "Immal �, �. �LL c6�os , I L\��\' � a '� "' Lo�\\ \' " 1. REVISIONS REV DATE COMMENT BY 1 '10/9/18 ADDRESS COUNTY COMMENTS JQR 2 11/30l18 ADDRESS COUNTY COMMENTS JQR 3 2/22119 ADDRESS COUNTY COMMENTS JQR 4 4/24/19 ADDRESS COUNTY COMMENTS JQR KNOW WHAT'S BELOW ALWAYS CALL 81 T BEFORE YOU DIG It's fast. It's free. It's the law. APPROVED FOR CONSTRUCTION PROJECT Na.: V162083 DRAWN BY: DSH CHECKED BY: JQR DATE: 6/22/2018 SCALE: AS NOTED CAD I.D.: SD4 PROJECT: R'� a ir SITE I .1 ij FOR V_ wi�l w, �k\ DI LOCATION OF SITE SEMINOLE TRAIL AND PROFFIT ROAD ALBEMARLE COUNTY, VIRGINIA SHEET TITLE: CONSTRUCTION DETAILS SHEET NUMBER: C-QO04 II u1 .., H:\16\V1620830RAWINGS\PLAN SETS\SITE PLAN D0CUMENTS\V162083OD1.DWG PRINTED BY: DHALSEY 424.19 @ 3:55 PM LAST SAVED BY: DHALSEY GR-2. 2A 27Y" MIN 28y4" MAX RAIL HEIGHT 4 v, ve ILI GR-2 GR-2A 6`3` POST SPACING) I31-I3/2" POST SPACINGj 13 TIN -_FI 3' MAX AMIC D'� _EQ -110N MAX 6YNMIrO ­777-t NOTES: GUARD AL LOCATIONS SHOWN ON R ANS ARE APP.ROXiMATE AND AND CAN HE ADJUSIEU 'I CONSIRI-ICTION IF ONLY AS DIRECTED BY -HE ENONEIER. 5 FOR. DETAILS Of POST AND BLOOKUUIS SEE SHEET NO. -01,Dt, F, 5, Of RAIL ELEP..E.-Ii T, RAIL 'SPLICE: 411, T. v R'DEIA11. fU A 0 SSOCIATED HARDWARE SEE SHTEf N'01S, 501,)l AND 5 1.02. RAJL E jTS ARE uR,lN H-D Sr.OP LurfEa FOR R,&,ai T AND 150 FEET BIETII 5 FE KAL4 E SET PLUMB, POST SHALL A L GI.ARDRA11- PQSFS, 5� - 8, NbT BE SET WITH A VARIA7[ON OF MORE [HAN PER POOT FPQM V611ICAL. 14-131ERU, HLOCKOL'jS, AND 110SI5 5HALt HE SET AND 11JONED WITHOUT A1,1CRATION OR I`ORCE, AS PER �ECTION 505t OF 1HE $PECIFiQATIQNS. A L CR-2 AND CR-2A RNL,�,ALL BE MAINTAINED AT A HEIGHT OF 2?7'," MIN 26 MAX AS MEASURCO PER SYANCARD 113R INS, THE FINIS JLAR TRAVEL . F SHIED R 0 AD W AY. ALL w L-I FAILS SHALL. BE LAPPLU ',If THE DIRECTION OF VEFir : - FHF E Q ' 110ND�5 AL OR-2A IAJHQCF NL-;TJNG THE NAIL CAR USE 0' ANADUTIONAf- RAIL 1111 AIII C� THE POST FCR 5TANDARL; GR-ZA 5HALL UE APPROVED BY THE ENGINEER PRIOR TO iNSTALLAJ1104, -2A MEYHOD -2A MFT1H01) - OPR04AL GR OPTIONAL OR USNO NEEDED RAIL USING ADDITIONAL RAIL ON BACK OF POS, x WHEN NESTED RA.L OR AECITONAL RAL IS PLACED ON BACK OF POST FOR. GR-2A IHE POST SPACING' ItOLL 87 Z`3` SUGGESTED MAXIMUM FLNR- RATE fGH SEMI-RIGIT) EIARRIER SYSIEMs� '\VDCIT A COPY 0,'- THE CROINAI% SEALED AND SIGNED DRAWNr IS 0.14 FILE IN THE CENTRAL OFF:CE. _LFIRENCE ROAQ AND BROCE STANDARDS STANDARD BLOCKED -OUT W-BEAM GUARDRAIL 3(STRONG POST SYSTEM) 4ET 1 OF 2 REVISION DATE 2Z41 08/14 VIRGINIA DEPARTMENT OF TRANSPORTATNGN 5Da 'I' COMPRESISION 3/4` PAIE FIFE OR APPROVED EQUAL T=3 (D) IPT SOFT COPPER jj / L-1 FOR USE ON ATTACHED SINGLE FAMILY RESII SMACES OR DUAL RCSM`ENflAL Ii ANL IRRICATION SERIAI�[S, I-EE h I' C00nSSIDN Y 3/4' MALx PIPE GOVI OR AP?RO'O-D EQUAL 0 _ft C� roR USE ON DETACHED SINGLE FAMILY HT ERVIGF WHME AN' fFI RKF�DE AL S TOIN METER 113 N43T PROVIOED, LIL(al_E SERVICE NOW" 1) SADDLES SHALL BE USED oiPN FV,,: RiPI MEEM om- MIR I/S SEND cmPLING—\ �--CORPtSiATICN :;MP I_._Bp4cK OUST UN 14D u .1: lz UFIR 4`OX 13A ANL BE)'(SR (2-INCH MINIMUM 1, LUNG STONE POCKET, VDOT , _. ­­, - SO EC� 20, 0. 57 AOVEGAT� , ..t , .:a,_ TY," ICAL. SFIRVICE I-ATERAL INS-1-ALLATION �5/8" & METERS) NTS FIG%I TD-10 U FI­ WAS ER rr \---Gf�V,STEIEL IOD COMMON NAIL SEE MOIL 5. L, �11 IREAIED IS I OC TREATED SOUTHERN PINE—— 6x.8 WOOD POST T HE CRY POST IS FOR UTS WITH THE STANDAR RR-10 TYPT MICR WHERE SIPEVRED BY HIE ENGINEER, IN THE PLANS. "6 51 3 ,At" HOLE-' - /_ ' TRFATLO PINE BLOCK OR RECYCLED IAATERAL_ 6" WIDE BLOCKOUT 071� 811' 2" TREATED PINE ULOCK. 4" WIDE EILOCKOUT CR-2, 2A 1�'11 T-7 Il. L _6­.6­,t1 -2' i REATI) I NIE REC EYCLL[) MATRIAL FOR USE WHEN, FEPARINU DNA.V(Lbl Qu'AIRDRAL CONTAINING STUIL 8LGC1<OU BLOCKOUT FOR MAINTENANCE REPAJR ONLY I �.HAN 11-0: STRONG POST 81-01" POST G 3ARORA:L. TAh DETAIL A 1'r DIA POST MIXt' BE II ROLLEI) OR WELLED- HOLE- HOLES GUARDRAIL INSTALLATION -_ : ---------- SITES REQUIRING LONGER i-- T GUARDRAIL POSTS �.. ­­ ­­ I I < NQTES 11 'XID" BOL NU I FREAIED P:Nf BLOCK OR A EQL IS, NU IS. WX�FLRS, AND 0 HER STEEL EMS ARIw TO BE CALVANZED, T� If 'CILL, "ATt-RIAL 2, A! RNATE fYf'E IOSTS AND OLD- OU. VA�' QK i S� INJERCHAN(3--0 ON ANY ONE FROJU',1 Vj:Th FHE RLSIRICTIOq THAI ]HE SAVE_ IYPE OF I I W6x9 PO^T AND BLOCKOU' MUST BE USED� fl 41Y if SINGLE RUN Or GUARDR,di-, �rI II 11 Op H�GLE T FA­_TT_yr - A VAN171NO - 3. F,OR OLIAILS OF GUARDIRAL ELEMENT SPLICE. JOT? T-ARDWARE, ETC, SEE SHEET NO$,�,01,01 AN 501,02, 3 D IA. _,G, HOLES LLIJ IV D IVI7 NAIL ON GOTH SIDES MTHIN 2'; 2F TH-_ 4. DR CIR HOT10M.0 BLOCrOtJ A�TFR m -Tij IT I IN POST BOL� I'S 116TALL,I). 8" AND BRACKETS 10 BF CRT POST I STEEL POST SPEcIF`,,1,CA ]ON A DOPY OF TIK_' ORIGINAL SEALED AND StGNCD DRAWING IN' IS ON FILE THE CEN7:RAL OFFICE. -\VDOT REr CC . CN� STANDARD BLOCKED ---OUT W-BEAVI GUARDRAIL P.04,D AND BRIOCE ST PAOAR)S ?21 236 (.STRONG POST SYSTEM, POST AND BLOCKOUT DETAILS) _�E_110151117 SHEET 2 OF 2 505 VIRG -INIA DEPARTMENT OF TRAVSPORTAHOW 510i.05 E� PROPCU EX SANITARY EASEMENT-,,, APPROX. 1.0' 1.5' _11.0, F I DISTANCE VARIES (3.3'- 4.3') GR-11 PAY LIMIT 'R-2 8; X 61, TIMBER POST— SOIL PLATE ANCHOR PLATE 11 R404m IMLE END SECTION PLAN SEE STD GR-HOW _8" X III" TIMBER POST r-MCHGP PLATE SEE DETAIL SEE DETAIL 3 BEARINO NUT AND MAX. 3� PLATE DIA. A � HKES %X f. 1EEL END PLATE St, 4 DIA. '11V _uTS - BEARING PLATE It` STEEL ANCHOR STEEL FOUNDAT ON TUBE A---J EIGHT (8) % 011A. HOLE APLATE ONE PIECE NOTEr COLD FORM USE OF THIS TERMINAL TREATWENT IS RESTRII ANCHOR PLATE DETAILS SECTION A -A TO RUN-OFF CONDITIONS ON ONIDED HIGHWAYS. XV00T SP INCAITION REFERENCE ROAD AND BRUCE STMOARDS TRALING END TERMINAL TREATMENT SHEET I RII OATE ±11 j VIRGINIA DEPARTMENT OF TRANSPORTATION F HEX BOLT AND NUT LON; WIT14 WASHER DETAIL A TWO (2);A" HEX. 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Al Mzao po R111 5 _;­'_k, _ZUD 60,F1_i1,15 NOTE: CONTRACTOR TO PAINT VENT STACKS JAVA BROWN VENT STACK DETAIL NTS o o e 0 u P. 0 Not F, 12 %p wol. o o ti 00 < 1 001I& b REVISIONS REV DATE COMMENT BY 1 10/ 9/18 ADDRESS COUNTY COMMENTS JQR 2 11/30/18 ADDRESS COUNTY COMMENTS JQR 3 2/22/19 ADDRESS COUNTY COMMENTS JQR 4 4/24/19 ADDRESS COUNTY COMMENTS JQR KNOW WHAT'S BELOW ALWAYS CALL 811 BEFORE YOU DIG It's fast. It's free. It's the law. APPROVED FOR CONSTRUCTION PROJECT No.: V162083"" DRAWN BY: DSH CHECKED BY: JQR DATE: 6/22/2018 SCALE. AS NOTED CAD 1. D.: SD4 PROJECT: P R 10" P. SITE PLAN "OCITMENTS FOR 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 I 1A SHEET TITLE: CONSTRUCTION DETAILS H:\16kV162083\DRAW1NGS\PLAN SETS0TE PLAN DOCUMENTS\V162083SID1.DWG PRINTED BY, DHALSEY 4.24.19 @ 3:55 PM LAST SAVED BY: DHALSEY 1