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Home My WebLink AboutSDP201300058 Plan - Approved 2013-11-04GENERAL NOTE: r is THE RESPWS 181LITY OF THE CONTRACTOR TO REVIEW ALL OF TIE DRAWINGS A14D SPECIFMYMS ASSOCIATED WITH THIS PRQIEC )RK SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHO" THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIVE HE SPECIFICATIONS OR APPLICABLE CODES, IT IS THE CONTRACTORS RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD I MNG PRIOR TO THE START OF CONSTRUCTM. FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHMi CONSTITUTI CEPTANCE OF FULL RESPONSiB1UTY BY THE 00MRACTOR 70 COMPLETE THE SCOPE OF THE WORK AS DEFINED BY THE DRAWINGS AND FULL f F0R5�ANCF� WrM LOCAL R£GtliA7iA4SAND_COOES. R \I3 \YI32042\U+ YM M\flh4 SDS\NM S9 FIA4\Yi3M2S00,M PFCt H BY. R(XM I025.13 0 5.02 PY .UST INFO BY: M INITIA1 SIT 1 1 "1 AN FOID a r I - 11 —-1 2 1-0�6�, .To IL LOCATION OF SITE TAX MAP 78 -75A CHARLOTTESVILLE, VA 22911 RIVANNA MAGISTERIAL DISTRICT 111 ALBEMARLE COUNTY LOCATION MAP COPYRIGHT ADC THE MAP PEOPLE PERMIT USE NO. 20602153-5 SCALE: 1 " =2000' CONTRACT PURCHASER/ DEVELOPER RIVERSEND MANAGEMENT 321 E. MAIN STREET, SUITE 200 CHARLOTTESVILLE, VA 22902 CONTACT: ALAN TAYLOR PHONE: 434245.3970 WM%IA I �01— is • Ms' ENGINE ERIN(� 28 BLACKWELL PARK LANE, SUITE 209 WARRENTON, VIRGINIA 20186 Phone: (540) 349 -4500 Fax: (540) 349 -0321 www.BohlerEngi'neering.com CONTACT: DANIEL R. HINES, P.E. CONTACT INFORMATION IZEFE.IE1yCES ♦ BOUNDARY & TOPOGRAPHIC /ALTA SURVEY: TITLED - TOPOGRAPHIC SURVEY, PANTOPS SHOPPING CENTER, TMP 78 -75A, HICKMAN ROAD AND ROLKIN ROAD" PREPARED BY ROUDABUSH, GALE & ASSOCIATES, INC. 914 MONTICELLO ROAD CHARLOTTESVILLE, VA 22902 PHONE: 434- 977 -0205 DATED: 08/21/13 ♦ GEOTECHNICAL REPORT: TITLED "REPORT OF GEOTECHNICAL STUDY, ROLKIN ROAD RETAIL BUILDING, ALBEMARLE COUNTY, VIRGINIA, F &R PROJECT NO. 7111-0129- PREPARED BY FROEHLING & ROBERTSON, INC. 6181 ROCKFISH GAP TURNPIKE CROZET, VA 23932 -33W PHONE: 434 - 8235154 DATED: 09(25113 SPECIAL USE PERMIT: TI CLED "SPECIAL USE PERMIT. FAR ROLKIN ROAD RETAIL CENTER" PREPARED BY BOHLER ENGINEERING 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VA 20186 PHONE: 540.349 -4500 DATED: 10/17/13 GO �Y -1 % ?I �l'.�i.t �Y G C110..J E NCIES ♦ COUNTY OF ALBEMARLE DEPARTMENT OF COMI" IUNITY DEVELOPMENT 401 McINTIRE ROAD CHARLOTTESVILLE, VA 22902 PHONE: 434- 296.5832 FAX: 434-972-4126 SHEET INDEX SHEET TITLE SHEET NUMBER COVER SHEET 1 GENERAL NOTES 2 -3 101POGRAPHIC SURVEY (FOR INFORMATION ONLY) 4 EXIISTING CONDITIONS & DEMOLITION PLAN 5 SITE & UTILITY PLAN 6 GRADING PLAN 7 LANDSCAPE PLAN 8 ILI r(1,� l_ tT bA 1 Submittal Type Reviewed and Approved by the Community Development Department Date_ 1% j2oI13 File# 3DPl� V�.1 ?( 6ml - bbw,ol 8 Vfir-- Signature J r� �Q a H u LL W O N O '.'M[ . 19 W ° 1 499 z � k >� xz � a 0 w W w Eo } o o A( 0 u REVISIONS REV DATE COMMENT BY a THE FOLLOWING STATES REQUIRE NOTIFICATION BY EXCAVATORS, DESIGNERS, ORANY PERSON PREPARING TO DISTURB THE EARTHS SURFACE ANYWHERE IN THE STATE. IN VIRGINIA, MARYLAND, THE DISTRICT OF COLUMBIA, AND DELAWARE CALL =811 (WV 1- aW245-4848) (PA 1-8W-242 -1776) (DC i- 840.267 - 777'7) (YA 1.800552.7001) (MID 1- 8402674777) (DE 1-800- 282 8555) NOT APPROVED FOR CONSTRUCTION PROJECT NO.: 732042 DRAWN BY: MJS /JLP CHECKED BY: DRH DATE: 10/28/13 SCALE: AS NOTED CAD I.D.: SOO PROJECT: INITIAL SITE PLAN FOR ROLKIN ROAD RETAIL CENTER LOCATION OF SITE ROLKIN ROAD &ABBEY ROAD. TAX MAP 78 -75A CHARLOTTESVILLE, VA 22911 RIVANNA MAGISTERIAL DISTRICT ALBEMARLE COUNTY BOHLER E N G I N E E R I N G 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON,'VIRGINIA, 20185 Phone: (540) 349-4500 Fax: (540) 349 -0321 w>Nw.BohlerEngineering "com ` w • . w . • 4 SHEET TITLE: COVER SHEET SHEET NUMBER: OF-8 GENERAL NOTES: CONTRACTOR IS RESPONSIBLE FOR COMPLIANCE WITH THE NOTES AND SPECIFICATIONS CONTAINED HEREIN. CONTRACTOR IS RESPONSIBLE TO ENSURE THAT ALL SUBCONTRACTORS FULLY AND COMPLETELY CONFORM TO AND COMPLY WITH THESE REQUIREMENTS. T E INCORPORATED BY REFERENCE AS 1. THE FOLLOWING DOCUMENTS AR ART OF THIS SITE PLAN: . "BOUNDARY & TOPOGRAPHIC /ALTA SURVEY - TOPOGRAPHIC SURVEY, PANTOPS SHOPPING CENTER, TMP 78 -75A, HICKMAN ROAD AND ROLKIN ROAD ", PREPARED BY ROUDABUSH, GALE & ASSOCIATES, INC., 08/21/13. 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/KA 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 REC E IVE D AND THOROUGHLY REVIEWED THE COMMENTS TO ALL PLANS AND OTH ER DOCUMENTS R EVIEWED AN D APPROV ED BY THE PERMITT I NG AUTHORITIES A ND CONFIRMED THAT ALL NECESSARY OR REQUIRED PERMITS HAVE BEEN OBTAINED. CONTRACTOR MUST HAVE COPIES OF ALL PERMITS AND APPROVALS ON SITE AT ALL TIMES. 4. THE OWNER/CONTRACTOR MUST BE FAMILIAR WITH AND RESPONSIBLE FOR THE PROCUREMENT OF ANY AND ALL CERTIFICATIONS REQUIRED FOR THE ISSUANCE OF A CERTIFICATE OF OCCUPANCY. 5. ALL WORK MUST BE PERFORMED IN ACCORDANCE WITH THESE PLANS,. SPECIFICATIONS AND CONDITIONS OF APPROVAL, AND ALL APPLICABLE REQUIREMENTS, RULES, REGULATIONS, STATUTORY REQUIREMENTS, CODES, LAWS AND STANDARDS OF ALL GOVERNMENTAL ENTITIES WITH JURISDICTION OVER THIS PROJECT. 6. THE GEOTECHNICAL REPORT AND RECOMMENDATIONS SET FORTH HEREIN ARE A PART OF THE REQUIRED CONSTRUCTION DOCUMENTS AND, IN CASE OF CONFLICT, DISCREPANCY OR AMBIGUITY, THE MORE STRINGENT REQUIREMENTS AND /OR RECOMMENDATIONS CONTAINED IN THE PLANS AND THE GEOTECHNICAL REPORT AND RECOMMENDATIONS SHALL TAKE PRECEDENCE UNLESS SPECIFICALLY NOTED OTHERWISE ON THE PLANS. THE CONTRACTOR MUST NOTIFY THE ENGINEER, IN WRITING, OF ANY SUCH CONFLICT, DISCREPANCY OR AMBIGUITY BETWEEN THE GEOTECHNICAL REPORTS AND PLANS AND SPECIFICATIONS PRIOR TO PROCEEDING WITH ANY FURTHER WORK. 7, THESE PLANS ARE BASED ON INFORMATION PROVIDED TO BOHLER ENGINEERING BY THE OWNER AND OTHERS PRIOR TO THE TIME OF PLAN PREPARATION. CONTRACTOR MUST FIELD VERIFY EXISTING CONDITIONS AND NOTIFY BOHLER ENGINEERING, IN WRITING, IMMEDIATELY IF ACTUAL SITE CONDITIONS DIFFER FROM THOSE SHOWN ON THE PLAN, OR IF THE PROPOSED WORK CONFLICTS WITH ANY OTHER SITE FEATURES. 8. ALL DIMENSIONS SHOWN ON THE PLANS MUST BE FIELD VERIFIED BY THE CONTRACTOR PRIOR TO THE START OF CONSTRUCTION. CONTRACTOR MUST NOTIFY ENGINEER, IN WRITING, IF ANY CONFLICTS, DISCREPANCIES, OR AMBIGUITIES EXIST PRIOR TO PROCEEDING WITH CONSTRUCTION. NO EXTRA COMPENSATION WILL BE PAID TO THE CONTRACTOR FOR WORK WHICH HAS TO BE REDONE OR REPAIRED DUE TO DIMENSIONS OR GRADES SHOWN INCORRECTLY ON THESE PLANS PRIOR TO CONTRACTOR GIVING ENGINEER WRITTEN NOTIFICATION OF SAME AND ENGINEER, THEREAFTER, PROVIDING CONTRACTOR WITH WRITTEN AUTHORIZATION TO PROCEED WITH SUCH ADDITIONAL WORK 9, CONTRACTOR MUST REFER TO THE ARCHITECTURAUBUILDING PLANS "OF 'RECORD" FOR EXACT LOCATIONS AND DIMENSIONS OF ENTRYIEXIT 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 PROJECTOR 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 THE STRUCTURAL STABILITY OF SIDEWALKS AND PAVEMENT, UTILITIES, BIALDINGS, 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 RESPONSOLE 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 I5 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 CONFLICTSISCOPE REVISIONS WHICH RESULT. FROM SAME. CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE METHODSIMEANS 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 ANYTIME. . 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 CERTIFICATION$ 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 5UBCONSULTANTS FROM AND AGAINST ANY DAMAGES, INJURIES, CLAIMS, ACTIONS, PENALTIES, EXPENSES, PUNITIVE DAMAGES, TORT DAMAGES, STATUTORY CLAIMS, STATUTORY CAUSES OF ACTION, LOSSES, CAUSES OF ACTION, LIABILITIES OR COSTS, INCLUDING, BUT NOT LIMITED TO, REASONABLE ATTORNEYS' FEES AND DEFENSE COSTS, ARISING OUT OF OR IN ANY WAY CONNECTED WITH OR TO THE PROJECT, INCLUDING ALL CLAIMS BY EMPLOYEES OF THE CONTRACTORS, ALL CLAIMS BY THIRD PARTIES AND ALL CLAIMS RELATED TO THE PROJECT. CONTRACTOR MUST NOTIFY ENGINEER, IN WRITING, AT LEAST THIRTY (30) DAYS PRIOR TO ANY TERMINATION, SUSPENSION OR CHANGE OF ITS INSURANCE HEREUNDER. 19. BOHLER ENGINEERING WILL REVIEW OR TAKE OTHER APPROPRIATE ACTION ON THE CONTRACTOR SUBMITTALS, SUCH AS SHOP DRAWINGS, PRODUCT DATA, SAMPLES, AND OTHER DATA, WHICH THE CONTRACTOR IS REQUIRED TO SUBMIT, BUT ONLY FOR THE LIMITED PURPOSE OF CHECKING FOR CONFORMANCE WITH THE DESIGN INTENT AND THE INFORMATION SHOWN IN THE CONSTRUCTION CONTRACT DOCUMENTS. .CONSTRUCTION MEANS AND /OR METHODS AND /OR TECHNIQUES OR PROCEDURES, COORDINATION OF THE WORK WITH -OTHER TRADES, AND CONSTRUCTION SAFETY PRECAUTIONS ARE THE SOLE RESPONSIBILITY OFi 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.NE1THER 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 1S 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 CONTRACTORS POLICIES OF GENERAL LIABILITY INSURANCE AS DESCRIBED ABOVE IN NOTE 19 FOR JOB SITE SAFETY. . 21AF 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 GENERALNOTE IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAVANGS AND SPECIFICATIONS ASSOCIATED WITH THIS PROJECT WORK SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFUCT WITH THE DOCUMENTS RELATIVE TO THE SPECIFMTION$ ORAPPUCABLE CODES, IT 13 THE CONTRACTORS RESPONSINUTYTO WTIFYTHE PROJECT ENGWEEROF RECORD IN WRITING PMOR TO THE START OF CONSTRICTION. FAILURE BY THE CONTRACTOR TO NOTIFY THE PRWECT ENG44EER %OIL CONSMUTE ACCEPTANCE OF FILL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF THE WORK AS DEFINED BY THE DRAWINGS AND IN R, \I3 \VI32W2 \IXUri?iGSW4 SETS \NIW. SRE FLIYtri32012`T7 M pRA W 8F ROM 10.25.13 0 592 PU LAST SAM Bf: WAM 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 IN JU RY OR DAMAG ES RES U LTING FROM CO NT RAC T ORS FAI L URE 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 D AMAGES T HA T ENGINEER SUFFERS AND COSTS THAT ENGINEER INCURS. 25. OWNER MUST MAINTAIN AND PRESERVE ALL PHYSICAL SITE FEATU RE AND DESIGN FEATURES D EPICTED ON THE PLANS AND RELATED DOCUMENTS, IN STRICT ACCORDANCE WITH THE APPROVED PLAN(S) AND DESIGN AND, FURTHER ENGINEER 1S NOT RESPONSIBLE FOR ANY FAILURE TO SO MAINTAIN OR PRESERVE SITE AND /OR DES I GN FEA T URES . 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 D COSTS THAT ENGINEER INCURS RESULT OF SAID FAILURE. THAT ENGINEER SUFFERS AN AS A SU 26. 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 E5 RULES AND CODES I REQUIREMENTS. REGULATIONS, LAWS, ORDINANCES, RU , AND ALL APPLICABLE OSHA R QUIREM NTS. 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 80, 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 Will i 1 HE APPLICABLE STANDARDS OF PRACTICE, AND DOES NOT CONSTITUTE A WARRANTY OR GUARANTEE, EITHER EXPRESSED OR IMPLIED. GENERAL DEMOLITION NOTES: 1. THIS PLAN REFERENCES: BOUNDARY & TOPOGRAPHIC/ALTA SURVEY: TITLED "TOPOGRAPHIC SURVEY, PANTOPS SHOPPING CENTER, TMP 78 -75A, HICKMAN ROAD AND ROLKIN ROAD" PREPARED BY ROUDABUSH, GALE & ASSOCIATES, INC. 914 MONTICELLO ROAD CHARLOTTESVILLE, VA 22902 PHONE: 434977 -0205 DATED: 08/21/13 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 ALAN DRAWINGS AND INCLUDE IN DEMOLITION ACTIVITIES ALL INCIDENTAL WORK NECESSARY FOR THE CONSTRUCTION OF THE NEW SITE IMPROVEMENTS. 5. CONTRACTOR MUST RAISE ANY QUESTIONS CONCERNING THE ACCURACY OR INTENT OF THESE PLANS OR SPECIFICATIONS, CONCERNS REGARDING THE APPLICABLE SAFETY STANDARDS, OR THE. SAFETY OF THE CONTRACTOR OR THIRD PARTIES IN PERFORMING THE WORK ON THIS PROJECT, WITH BOHLER ENGINEERING, IN WRITING, AND RESPONDED TO BY BOHLER, IN WRITING, PRIOR TO THE INITIATION OF ANY SITE ACTIVITY AND ANY DEMOLITION ACTIVITY. ALL DEMOLITION ACTIVITIES MUST BE PERFORMED IN ACCORDANCE WITH THE REQUIREMENTS OF THESE PLANS AND SPECIFICATIONS AND ALL APPLICABLE FEDERAL, STATE AND LOCAL REGULATIONS, RULES, REQUIREMENTS, STATUTES, ORDINANCES AND CODES. 6. PRIOR TO STARTING ANY DEMOLITION, CONTRACTOR IS RESPONSIBLE FORITO: 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. AIWA. INSTRUCTIONS TO CONTRACTOR CONTRACTORS MUST 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 MIODIFICATIONS, 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 (1/4" PER FOOT OR NOMINALLY 2.0 %) IN ANY DIRECTION. • CURB RAMPS - SLOPE MUST NOT EXCEED 1:12 (8.3 %) FOR A MAXIMUM OF SIX (6) FEET. • LANDINGS - MUST BE PROVIDED AT EACH END OF RAMPS, MUST PROVIDE POSITIVE DRAINAGE, AIND MUST NOT EXCEED 1:50 (1/4" PER FOOT OR NOMINALLY 2.0 %) IN ANY DIRECTION. • PATH OF TRAVEL ALONG ACCESSIBLE ROUTE - MUST PROVIDE A 36 -INCH OR GREATER UNOBSTRUCTED WIDTH OF TRAVEL. (CAR OVER 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 (1/4" PER FOOT OR NOMINALLY 2.0 %) IN CROSS SLOPE. WHERE PATH OF TRAVEL WILL BE GREATER THAN 1:30 (5.0 %), ADA RAMP MUST BE ADHERED TO. A MAXIMUM SLOPE OF 1:12 (8.3 %), FOR A MAXIMUM RISE OF 2.5 FEET, MUST 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 (1/4" PER FOOT OR NOMINALLY 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 (1/4" PER FOOT OR NOMINALLY 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 1S 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. GENERAL GRADING & UTILITY NOTES 1. LOCATIONS OF ALL EXISTING AND PROPOSED SERVICES ARE APPROXIMATE AND MUST BE INDEPENDENTLY CONFIRMED W I TH LOC AL 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 B REPORTED, THE ENGINEER. CONSTRUCTION M ST COMMENCE BEGINNING AT THE MME LATELY E IN WRITING TO U 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 T NOTIFICATION T LL HE TO, AND COMPLY WITH THE REQUIREMENTS OF THE APPLICABLE UTILITY SYSTEM O LOCATE A T UNDERGROUND UTILITIES. THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING ALL DAMAGE TO ANY EXISTING UTILITIES DURING CONSTRUCTION, AT NO COST TO THE OWNER. CONTRACTOR SHALL BEAR ALL COSTS ASSOCIATED WITH DAMAGE TO ANY EXISTING UTILITIES DURING CONSTRUCTION. 3. IT IS THE CONTRACTOR'S RESPONSIBILITY TO REVIEW ALL CONSTRUCTION CONTRACT DOCUMENTS INCLUDING, BUT NOT LIMITED TO, ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THE PROJECT WORK SCOPE PRIOR TO THE INITIATION AND COMMENCEMENT OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT AND /OR DISCREPANCY BETWEEN THE DOCUMENTS RELATIVE TO THE O IFICATIONS PE THE RELATIVE OR APPLICABLE S C R CODES REGULATIONS LAWS RULES STATUTES AND /OR ORDINANCES, IT S THE CONTRACTORS SOLE O ! 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 WORK AS DEFINED BY THE DRAWINGS AND IN FULL COMPLIANCE WITH ALL FEDERAL, STATE AND LOCAL REGULATIONS, LAWS, STATUTES, ORDINANCES AND CODES AND, FURTHER, CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COSTS ASSOCIATED WITH SAME. 4. THE CONTRACTOR MUST LOCATE AND CLEARLY AND UNAMBIGUOUSLY DEFINE VERTICALLY AND HORIZONTALLY ALL ACTIVE AND INACTIVE UTILITY AND /OR SERVICE SYSTEMS THAT ARE TO BE REMOVED. THE CONTRACTOR IS RESPONSIBLE TO PROTECT AND MAINTAIN ALL ACTIVE AND INACTIVE SYSTEMS THAT ARE NOT BEING REMOVED /RELOCATED DURING SITE ACTIVITY. 5. THE CONTRACTOR MUST FAMILIARIZE ITSELF WITH THE APPLICABLE UTILITY SERVICE PROVIDER REQUIREMENTS AND IS RESPONSIBLE FOR ALL COORDINATION REGARDING UTILITY DEMOLITION AS IDENTIFIED OR REQUIRED FOR THE PROJECT. THE CONTRACTOR MUST PROVIDE THE OWNER WITH WRITTEN NOTIFICATION THAT THE EXISTING UTILITIES AND SERVICES HAVE BEEN TERMINATED AND ABANDONED IN ACCORDANCE WITH THE JURISDICTION AND UTILITY COMPANY REQUIREMENTS AND ALL OTHER APPLICABLE REQUIREMENTS, RULES, STATUTES, LAWS, ORDINANCES AND CODES. 6. THE CONTRACTOR MUST INSTALL ALL STORM SEWER AND SANITARY SEWER COMPONENTS WHICH FUNCTION BY GRAVITY PRIOR TO THE INSTALLATION OF ALL OTHER UTILITIES, 7. CON IrRI CTOR IS RESPONSIBLE FOR COORDINATION OF SITE PLAN DOCUMENTS AND ARCHITECTURAL DESIGN. FOR EXACT BUILDING UTILITY CONNECTION LOCATIONS, GREASE TRAP REQUIREMENTSIDETAILS, 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 UTILITYISERVICE 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 GEOTECHNICAL REPORT. MOISTURE CONTENT AT TIME OF PLACEMENT MUST BE SUBMITTED IN A COMPACTION REPORT PREPARED BY A QUALIFIED GEOTECHNICAL ENGINEER, REGISTERED WITH THE STATE WHERE THE WORK IS PERFORMED, VERIFYING THAT ALL FILLED AREAS AND SUBGRADE AREAS WITHIN THE BUILDING PAD AREA AND AREAS TO BE PAVED HAVE BEEN COMPACTED IN ACCORDANCE WITH THESE PLANS, SPECIFICATIONS AND THE RECOMMENDATIONS SET FORTH IN THE GEOTECHNICAL REPORT AND ALL APPLICABLE REQUIREMENTS, RULES, STATUTES, LAWS, ORDINANCES AND CODES, SUBBASE MATERIAL FOR SIDEWALKS, CURB, OR ASPHALT MUST BE FREE OF 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, ANDIOR ANY OTHER AGENCY WITH JURISDICTION FOR EXCAVATION AND TRENCHING PROCEDURES. THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE "MEANS AND METHODS" REQUIRED TO MEET THE INTENT AND PERFORMANCE CRITERIA OF OSHA, AS WELL AS ANY OTHER ENTITY THAT HAS JURISDICTION FOR EXCAVATION AND /OR TRENCHING PROCEDURES AND CONSULTANT SHALL HAVE NO RESPONSIBILITY FOR OR AS RELATED FOR OR AS RELATED TO EXCAVATION AND TRENCHING PROCEDURES. 13, PAVEMENT MUST BE SAW CUT IN STRAIGHT LINES, AND EXCEPT FOR EDGE OF BUTT JOINTS, MUST EXTEND TO THE FULL DEPTH OF THE EXISTING PAVEMENT. ALL DEBRIS FROM REMOVAL OPERATIONS MUST BE REMOVED FROM THE SITE AT THE TIME OF EXCAVATION. STOCKPILING OF DEBRIS WILL NOT BE PERMITTED. 14, THE TOPS OF EXISTING MANHOLES, INLET STRUCTURES, AND SANITARY CLEANOUT TOPS MUST BE ADJUSTED, AS NECESSARY, TO MATCH PROPOSED GRADES IN ACCORDANCE WITH ALL APPLICABLE STANDARDS, REQUIREMENTS, RULES, STATUTES, LAWS; ORDINANCES AND CODES. 15. DURING THE INSTALLATION OF SANITARY SEWER, STORM SEWER, AND ALL UTILITIES, THE CONTRACTOR MUST MAINTAIN A CONTEMPORANEOUS AND THOROUGH RECORD OF CONSTRUCTION TO IDENTIFY THE AS- INSTALLED LOCATIONS OF ALL UNDERGROUND INFRASTRUCTURE. THE CONTRACTOR MUST CAREFULLY NOTE ANY INSTALLATIONS THAT DEVIATE FROM THE INFORMATION CONTAINED IN THE UTILITY PLAN. THIS RECORD MUST BE KEPT ON A CLEAN COPY OF THE SITE PLAN, WHICH CONTRACTOR MUST PROMPTLY PROVIDE TO THE OWNER AT THE COMPLETION OF WORK. 16. WHEN THE SITE IMPROVEMENT PLANS INVOLVE MULTIPLE BUILDINGS, SOME OF WHICH MAY BE BUILT AT A LATER DATE, THE CONTRACTOR MUST EXTEND ALL LINES, INCLUDING BUT NOT LIMITED TO STORM SEWER, SANITARY SEWER, UTILITIES, AND IRRIGATION LINE, TO A POINT AT LEAST FIVE (5) FEET BEYOND THE PAVED AREAS FOR WHICH THE CONTRACTOR IS RESPONSIBLE. CONTRACTOR MUST CAP ENDS.AS APPROPRIATE, MARK.LOCATLONS WITH A 2X4, AND E WHICH CONTRACTOR T MUST OTE E LOCATION FALL OF THE ABOVE ON A CLEAN COPY OF THE SITE PLAN W H C NTRA TOR MUS T TH C 0 , 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 0.76% 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 .075% 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 MUST 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 111 WITH SILT TIGHT JOINTS. WHEN HIGH - DENSITY POLYETHYLENE PIPE (HOPE) 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.SANITARY SEWER PIPE MUST BE POLYVINYL CHLORIDE (PVC) SDR 35 EXCEPT WHERE INDICATED OTHERWISE. SANITARY LATERAL MUST BE PVC SCHEDULE 40 OR PVC SDR 26 UNLESS INDICATED, IN WRITING, OTHERWISE, 25. STORM AND SANITARY SEWER PIPE LENGTHS INDICATED ARE NOMINAL AND MEASURED CENTER OF INLET ANDIOR 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. SEWERS CONVEYING SANITARY FLOW COMBINED SANITARY AND STORMWATER FLOW OR INDUSTRIAL FLOW MUST BE SEPARATED FROM WATER MAINS BY A DISTANCE OF AT LEAST 10 FEET HORIZONTALLY. IF SUCH LATERAL SEPARATION IS NOT POSSIBLE, THE PIPES MUST BE IN SEPARATE TRENCHES WITH THE SEWER AT LEAST 18 INCHES BELOW THE BOTTOM OF THE WATER MAIN, OR SUCH OTHER SEPARATION AS APPROVED BY THE GOVERNMENT AGENCY WITH JURISDICTION OVER SAME. • WHERE APPROPRIATE SEPARATION FROM A WATER MAIN IS NOT POSSIBLE, THE SEWER MUST BE ENCASED IN CONCRETE, OR CONSTRUCTED OF DUCTILE IRON PIPE USING MECHANICAL OR SLIP -ON JOINTS FOR A DISTANCE OF AT LEAST 10 FEET ON EITHER SIDE OF THE CROSSING. IN ADDITION, ONE FULL LENGTH OF SEWER PIPE SHOULD BE LOCATED SO BOTH JOINTS WILL BE AS FAR FROM THE WATER LINE AS POSSIBLE. WHERE A WATER MAIN CROSSES UNDER A SEWER, ADEQUATE STRUCTURAL. SUPPORT FOR THE SEWER MUST BE PROVIDED. . 2 8. WATER MA IN PIPING MUST BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS EMENTS 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. . 29. 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 N J007 DETAILS AS APPLICABL E CON TRA CTOR MUST COORDINATE INSPECTION ECTION AND APPROVAL OF COMPLETED WORK WITH THE AGENCY WITH JURISDICTION OVER SAME. 30. WHERE BASEMENTS ARE TO BE PROVIDED FOR PROPOSED DWELLING UNITS, THE DEVELOPER SHALL, BY BORING OR BY TEST PIT, DETERMINE THE DEPTH TO GROUNDWATER AT THE LOCATION OF THE PROPOSED DWELLINGS. WHERE GROUNDWATER IS ENCOUNTERED IN THE BASEMENT AREA, BASEMENTS WILL NOT BE INSTALLED UNLESS SPECIAL CONSTRUCTION METHODS ARE UTILIZED, TO BE REVIEWED AND APPROVED BY THE MUNICIPAL CONSTRUCTION CODE OFFICIAL. IF AND WHERE SUMP PUMPS ARE INSTALLED, ALL DISCHARGES MUST BE CONNECTED TO THE STORM SEWER. A CLEANOUT MUST BE PROVIDED PRIOR TO THE CONNECTION TO THE STORM DRAIN IN ORDER THAT BLOCKAGES CAN BE ADDRESSED. 31. FOR SINGLE AND TWO- FAMILY RESIDENTIAL PROJECTS, WHERE THE PROPOSED DWELLING AND ADJACENT SPOT ELEVATION(S) ARE SCHEMATIC FOR GENERIC BUILDING FOOTPRINT, GRADES MUST BE ADJUSTED BASED ON FINAL ARCHITECTURAL PLANS TO PROVIDE A MINIMUM OF SIX (6) INCHES BELOW TOP OF BLOCK AND /OR SIX (6) INCHES BELOW SIDING, WHICHEVER IS LOWEST, AND MUST PROVIDE POSITIVE DRAINAGE (2 % MIN.) AWAY FROM. DWELLING. ALL CONSTRUCTION, INCLUDING GRADING, MUST COMPLY WITH THE LATEST LOCAL AND STATE BUILDING CODE AND ALL OTHER APPLICABLE REQUIREMENTS, RULES, STATUTES, LAWS, ORDINANCES AND CODES. . 32. LOCATION OF PROPOSED UTILITY POLE RELOCATION IS AT THE SOLE DISCRETION OF UTILITY COMPANY. 33. CONSULTANT IS NEITHER LIABLE NOR RESPONSIBLE FOR ANY SUBSURFACE CONDITIONS AND FURTHEP, SHALL HAVE NO LIABILITY FOR ANY HAZARDOUS MATERIALS, HAZARDOUS SUBSTANCES, OR POLLUTANTS ON, ABOUT OR UNDER THE PROPERTY. . LIGHTING NOTES: 1. THIS LIGHTING PLAN DEPICTS PROPOSED SUSTAINED ILLUMINATION LEVELS CALCULATED USING DATA PROVIDED BY THE NOTED MANUFACTURER(S), ACTUAL SUSTAINED SITE ILLUMINATION LEVELS AND PERFORMANCE OF LUMINAIRES MAY VARY DUE TO VARIATIONS IN WEATHER, ELECTRICAL VOLTAGE, TOLERANCE IN LAMPS, THE SERVICE LIFE OF EQUIPMENT AND LUMINAIRES AND OTHER RELATED. VARIABLE FIELD CONDITIONS. 2. THE LIGHT LOSS FACTORS USED IN THESE LIGHTING CALCULATIONS ARE 0.90 FOR ALL LED LUMINAIRES, 0.80 FOR ALL HIGH PRESSURE SODIUM LUMINAIRES OR 0.72 FOR ALL METAL HALIDE LUMINAIRES UNLESS OTHERWISE SPECIFIED. THESE FACTORS ARE INDICATIVE OF TYPICAL LIGHTING INDUSTRY MODELING STANDARDS. 3. THE LIGHTING VALUES AND CALCULATION POINTS DEPICTED ON THIS PLAN ARE ALL ANALYZED ON A HORIZONTAL GEOMETRIC PLANE AT ELEVATION ZERO (GROUND LEVEL) UNLESS OTHERWISE NOTED. THE VALUES DEPICTED ON THIS PLAN ARE IN FOOTCANDLES. 4, THE LUMINAIRES, LAMPS AND LENSES MUST BE REGULARLY INSPECTED /MAINTAINED TO ENSURE THAT THEY FUNCTION PROPERLY. THIS WORK SHOULD INCLUDE, BUT NOT BE LIMITED TO, FREQUENT VISUAL INSPECTIONS, CLEANING OF LENSES, AND RELAMPING (IF NECESSARY) AT LEAST ONCE EVERY SIX (6) MONTHS. FAILURE TO FOLLOW THE ABOVE STEPS COULD CAUSE THE LUMINARIES, LAMPS AND LENSES TO FAIL PROPERLY TO FUNCTION. 5. WHERE APPLICABLE, THE EXISTING CONDITION LIGHT LEVELS ILLUSTRATED ARE REPRESENTATIVE OF AN APPROXIMATION UTILIZING LABORATORY DATA FOR SIMILAR FIXTURES, UNLESS ACTUAL FIELD MEASUREMENTS ARE TAKEN WITH A LIGHT METER AND ARE, CONSEQUENTLY, APPROXIMATIONS ONLY. DUE TO FACTORS SUCH AS FIXTURE MAINTENANCE, EQUIPMENT TOLERANCES, WEATHER CONDITIONS, ETC,.ACTUAL LIGHT LEVELS MAY DIFFER. EXISTING LIGHT LEVELS DENCTED ON THIS PLAN SHOULD BE CONSIDERED APPROXIMATE. . 6. THIS LIGHTING PLAN IS INTENDED TO SHOW THE LOCATIONS AND TYPE OF LUMINAIRES, ONLY. POWER SYSTEM, CONDUITS, WIRING, VOLTAGES AND OTHER ELECTRICAL COMPONENTS ARE THE RESPONSIBILITY OF THE ARCHITECT, MEP :AND /OR LIGHTING CONTRACTOR, AS . INDICATED IN THE CONSTRUCTION CONTRACT DOCUMENTS. ,,,THESE ITEMS MUST BE INSTALLED AS REQUIRED BY STATE AND LOCAL REGULATIONS. CONTRACTOR ,IS RESPONSIBLE FOR INSTALLING LIGHTING FIXTURES AND APPURTENANCES IN ACCORDANCE WITH ALL APPLICABLE BUILDING AND ELECTRICAL CODES AND ALL OTHER APPLICABLE RULES, REGULATIONS, LAWS AND STATUTES. 7. CONTRACTOR MUST BRING TO DESIGNER'S ATTENTION, PRIOR TO THE COMMENCEMENT OF CONSTRUCTION, ANY LIGHT LOCATIONS THAT CONFLICT WITH DRAINAGE, UTILITIES, OR OTHER STRUCTURES. 8. IT IS LIGHTING CONTRACTOR'S RESPONSIBILITY TO COORDINATE WITH THE PROJECT ARCHITECT OR OWNER REGARDING THE POWER SOURCE($) FROM WITHIN THE BUILDING, AND TIMING DEVICES NECESSARY TO MEET THE DESIGN INTENT, 9. THE LIGHTING CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE CONTRACTOR REQUIREMENTS INDICATED IN THE SITE PLAN, INCLUDING BUT NOT LIMITED TO, GENERAL NOTES, GRADING AND UTILITY NOTES, SITE SAFETY, AND ALL GOVERNMENTAL RULES, LAWS, ORDINANCES, REGULATIONS AND THE LIKE. 10. THE CONTRACTOR MUST VERIFY THAT INSTALLATION OF LIGHTING FIXTURES 'COMPLIES WITH THE REQUIREMENTS FOR SEPARATION FROM OVERHEAD ELECTRICAL WIRES AS INDICATED IN THE HIGH VOLTAGE PROXIMITY REGULATIONS N.JAC.12 -186. 11. WHEN A BANK ATM IS INCLUDED IN THE PLAN, THE LIGHTING DESIGN REPRESENTS BOHLER'S UNDERSTANDING AND INTERPRETATION OF THE REGULATORY LIGHTING LEVELS INTENDED BY PUBLISHED STANDARDS. 12. UPON OWNER'S ACCEPTANCE OF THE COMPLETED PROJECT, THE OWNER SHALL BE RESPONSIBLE FOR ALL MAINTENANCE, SERVICING, REPAIR AND INSPECTION OF THE LIGHTING SYSTEM AND ALL OF ITS COMPONENTS AND RELATED SYSTEMS, TO ENSURE ADEQUATE LIGHTING LEVELS ARE PRESENT AND FUNCTIONING AT ALL TIMES. . STORMWATER. MANAGEMENT /BMP NARRATIVE: STORMWATER RUNOFF WILL BE COLLECTED INTO A SERIES OF CURB INLETS ONSITE, AND PIPED TO AN EXISTING WET POND LOCATED 600'± SOUTHWEST OF THE SITE. THE EXISTING WET POND WAS SIZED AND BUILT WITH THE DEPARTMENT OF MOTOR VEHICLES SITE, AND WAS DESIGNED TO ACCOMMODATE THE ENTIRE PANTOPS SHOPPING AREA, INCLUDING THIS SITE. BECAUSE OF THIS, IT IS THE OPINION OF THE ENGINEER THAT THE EXISTING WET POND WILL ADEQUATELY CONTROL THE RUNOFF CREATED BY THE ADDITIONAL IMPERVIOUS AREA FROM THIS PROPOSED DEVELOPMENT. ' `3 ,(F ,o mp.ie 44*� a �w W W z I 11-4 00 �z w = a.. A. i'? 'Y i L ?•t`�` . _j R .�aQU nQiwxz I n� >Ooa W zzz:5Wo W o�a �iag 2 Mi� aV IR � p o < � ,� �: 3 � - a 0 ♦ � Q� il U .a>-0}..-;: E O zYZ >"a . M mod mzM . . tOi� �aUUt- gei . f+ + * *♦ n W � Is,- 4 0 p . sal z m H � . W O Z x 0 U o . 0 H � H . 9 . z w .a z U O . ..O A 0'. old . U Tk . A, o M V. W REVISIONS. REV DATE I COMMENT I BY 0 r ,. .. . THE FOLLOWING STATES REQUIRE NOTIFICATION BY ' EXCAVATORS; DESIGNERS, OR ANY. PERSON PREPARING TO DISTURB THE EARTHS SURFACE ANYWHERE IN THE STATE. IN VIRGINIA, MARYLAND, THE DISTRICT OF COLUMBIA, AND DELAWARE CALL -811. (WV 14WO2454M) (PA 1400- 242 -17-76) (DO 1-800- 257 -7771) (VA 14005.524001) (MD 14800257 -7777) (DE 1- 800 - 282.8555 NOT APPROVED.FOR CONSTRUCTION .. i PROJECT NO.: V132042 DRAWN BY: MJS /JLP CHECKED BY: DRH DATE: 10/28/13 SCALE: NIA CAD I.D.: . . S00 PROJECT: INITIAL SITE PLAN FOR ROLKIN ROAD RETAIL CENTER. LOCATION OF SITE ROLKIN ROAD & ABBEY ROAD: TAX MAP 78 -,75A CHARLOTTESVILLE, VA 22911 RIVANNA MAGISTERIAL . DISTRICT ALBEMARLE COUNTY BOHLER. E N, G I N E.E R I N G 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540) 348 -4500 Fax: (540) 349 -0321 www.BohlerEngineering.com 0I'1CCI iilLC: GENERAL NOTES SHEET NUMBER: .21 OF 8 o. STANDARD DRAWING LEGEND FOR ENTIRE PLAN SET NOT TO SCALE EXISTING. NOTE TYPICAL NOTE TEXT PROPOSED NOTE `......`"",.� .,.' �. ......._.._"" ONSITE PROPERTY LINE / R.O.W. LINE ..`........._. ..." «.» - - NEIGHBORING PROPERTY LINE / INTERIOR PARCEL LINE - - - EASEMENT LINE - - POINT OF TANGENCY SETBACK LINE BOTTOM OF CURB PTCR POINT OF TANGENCY, CURB RETURN CONCRETE CURB 8, GUTTER CURB AND GUTTER PVC SPILL CURB I TRANSITION CURB SK BLOCK PVt DEPRESSED CURB AND GUTTER - BASELINE � L UTI ITY PO LE WITH LIGHT BLDG BUILDING POLE LIGHT RADIUS BM TRAFFIC LIGHT RCP O UTILITY. POLE 0 . TYPICAL LIGHT g CUBIC FEET ACORN LIGHT RIGHT.OF WAY -�-- TYPICAL SIGN - y-- zi� PARKING COUNTS zi� SAN - - ��70- --- - - ------ - - - - -- 169------ - - - - -- CONTOUR LINE O 187 TO 5164 OR 516.4 SPOT ELEVATIONS C516.00 TC 516.00 8C 515.55 STA STATION SAN SANITARY LABEL SAN # X I STORM LABEL X # SL SANITARY SEWER LATERAL DEC DECORATIVE y/ UNDERGROUND WATER LINE W__ DEPRESSED TBRL UNDERGROUND ELECTRIC LINE E G UNDERGROUND GAS LINE G OH OVERHEAD WIRE H T UNDERGROUND TELEPHONE LINE T C UNDERGROUND CABLE LINE C - - -- -- - - - --- - _ - _ STORM SEWER TOP OF WALL EP S SANITARY SEWER MAIN S ES HYDRANT UG UNDERGROUND SANITARY MANHOLE i r STORM MANHOLE MANHOLE ®M WATER METER • WIDE WV WATER VALVE W/L O GAS VALVE FINISHED FLOOR ® GAS METER . FH . TYPICAL END SECTION PLUS OR MINUS GG FINISHED GRADE HEADWALL OR ENDWALL a� u G r ` t'm l YARD INLET DIAMETER GF CURB INLET 9 p CLEAN OUT 0 O ELECTRIC MANHOLE ut T Q TELEPHONE MANHOLE T O E6 ELECTRIC BOX HIGH DENSITY POLYETHYLENE PIPE EP ELECTRIC PEDESTAL pP HORIZONTAL HW MONITORING WELL INT �� TEST PIT . ® BENCHMARK LOC LIMITS OF CLEARING BORING LIMITS OF . DISTURBANCE r GENERAL NOTE: IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRANNINGS AND SPECIFICATIONS ASSOCIATED WITH THIS PROJECT WORK SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD THE OONTRACTORFINDACONFUCT WITH THE DOCUMENTS RELATNETO THE SPEGFK;ATIA`NS OR AFPUCABL.E CODES, IT IS THE CONTRACTORS RESPONSIMLTTY TO NOTIFY THE PROJECT ENGINEEROF RECORD IN WRITING PRIOR TO THE START OF CONSTRUCTION. FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHAU.00NSTiiUTE ACCEPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF THE WORK AS DEFINED BY THE DRAW NGSAND IN FULL_CONFONMANCE WITH LOCAL REGULkT10NS AND MS- - mlAvf32m \ORAk'm \HA4 SETS \HIT4. sm pwNy132642500m P(+is BY: KYNJ;iii 102&13 0 5:0 pu Lw sm sr WNW STANDARD ABBREVIATIONS 07800- 00- 00 -075AO FOR ENTiRE PLAN SET AC ACRES PGG POINT OF GRADE ADA AMERICANS WITH DISABILITY ACT PROP PROPOSED ARCH ARCHITECTURAL PT POINT OF TANGENCY bC BOTTOM OF CURB PTCR POINT OF TANGENCY, CURB RETURN BF BASEMENT FLOOR PVC POLYVINYL CHLORIDE PIPE SK BLOCK PVt POINT OF VERTICAL INTERSECTION BL BASELINE PVT POINT OF VERTICAL TANGENCY BLDG BUILDING R RADIUS BM BUILDING BENCHMARK RCP REINFORCED CONCRETE PIPE t3RL BUILDING RESTRICTION LINE RET. WALL RETAINING WALL CF CUBIC FEET R/W RIGHT.OF WAY CL CENTERLINE S SLOPE CMP CORRUGATED METAL PIPE SAN SANITARY SEWER CONN CONNECTION SF SQUAREFEET. CONC CONCRETE STA STATION CPP CORRUGATED PLASTIC PIPE STM STORM CY CUBIC YARDS $!W SIDEWALK DEC DECORATIVE TBR TO BE REMOVED DEP DEPRESSED TBRL TO BE RELOCATED DIP DUCTILE IRON PIPE TC TOP OF CURB DOM DOMESTIC TELE TELEPHONE ELEC ELECTRIC TPF TREE PROTECTION FENCE ELEV ELEVATION TW TOP OF WALL EP EDGE OF PAVEMENT TYP TYPICAL ES EDGE OF SHOULDER UG UNDERGROUND EW END WALL UP UTILITY POLE EX EXISTING W WIDE FES FLARED END SECTION W/L WATER LINE FF FINISHED FLOOR W/M WATER METER FH FIRE HYDRANT PLUS OR MINUS FG FINISHED GRADE DEGREE G GRADE 0 DIAMETER GF GARAGE FLOOR (AT DOOR) 9 NUMBER GH . GRADE HIGHER SIDE OF WALL GL GRADE.LOWER SIDE OF WALL GIRT GRATE GV GATE VALVE HDPE HIGH DENSITY POLYETHYLENE PIPE HP HIGH POINT HOR HORIZONTAL HW HEADWALL INT INTERSECTION INV INVERT LF LINEAR FOOT LOC LIMITS OF CLEARING LOD LIMITS OF . DISTURBANCE LOS LINE OF SIGHT LP LOW POINT US LANDSCAPE MAX MAXIMUM MIN MINIMUM MH MANHOLE MJ MECHANICALJOINT OC ON CENTER PA POINT OF ANALYSIS PC POINT CURVATURE PCCR PCINT OF COMPOUND CURVATURE,CURB RETURN PI POINT OF INTERSECTION VDOT GENERAL NOTES REVISED 3/28/13 1, THESE PLANS WERE PREPARED IN ACCORDANCE WITH THE REQUIREMENTS OF VDOT SECONDARY STREET ACCEPTANCE REQUIREMENTS (SSAR 24VAC -30 -92 EFFECTIVE DECEMBER 31, 2011 AND VOOT ROAD DESIGN MANUAL APPENDIX 51). 2. METHODS AND MATERIALS USED SHALL CONFORM TO CURRENT COUNTYITOWN AND VDOT STANDARDS AND SPECIFICATIONS. 3. ALL UTILITIES, INCLUDING ALL POLES, ARE TO BE RELOCATED AT THE DEVELOPER'S EXPENSE, PRIOR TO CONSTRUCTION, 4. OPEN CUTTING OF PAVED OR SURFACE TREATED ROADS IS NOT PERMITTED. ALL UTILITIES WHICH WILL BE PLACED UNDER EXISTING STREETS ARE TO BE BORED OR JACKED. ANY EXCEPTIONS, DUE TO EXTENUATING CIRCUMSTANCES, ARE TO BE ADDRESSED AT THE PERMIT STAGE, 5. ANY TYPE OF REVERSE CURB (SPILL CURB, CG -6R, ETC.) AND TRANSITION TO THESE CURBS SHALL NOT BE USED WITH THE PUBLIC RIGHT OF WAY. 6. THE DEVELOPER IS RESPONSIBLE FOR ANY DAMAGE TO EXISTING ROADS AND UTILITIES WHICH OCCUR AS A RESULT OF PROJECT CONSTRUCTION WITHIN OR CONTIGUOUS TO EXISTING RIGHT OF WAY, 7. A SMOOTH GRADE SHALL BE MAINTAINED FROM THE CENTERLINE OF THE EXISTING ROAD TO THE PROPOSED EDGE OF PAVEMENT TO PRECLUDE THE FORMING OF FALSE GUTTERS AND /OR THE PONDING OF ANY WATER IN THE ROADWAY. 8. STANDARD GUARDRAILS AND /OR HANDRAILS SHALL BE INSTALLED AT HAZARDOUS LOCATIONS AS DESIGNATED DURING FIELD REVIEW BY THE COUNTYITOWN INSPECTOR OR VDOT. 9. THE DEVELOPER IS RESPONSIBLE FOR ALL TRAFFIC CONTROL, THE DEVELOPER SHALL SUBMIT A SIGNING, STRIPING AND /OR SIGNALIZATION PLAN TO THE VDOT LAND DEVELOPMENT SECTION A MINIMUM OF THIRTY DAYS PRIOR TO PERMIT APPLICATION. THE DEVELOPER SHALL NOT COMMENCE CONSTRUCTION OF ANY PAVEMENT COURSE WITHOUT AN APPROVED STRIPING PLAN, 10. PAVEMENT DESIGN IS BASED ON AN ASSUMED CBR VALUE OF 10 (USE CBR VALUE OF 6 IN LOUDOUN CO). SOIL TESTS OF SUBGRADE MUST BE SUBMITTED FOR ACTUAL DETERMINATION OF REQUIRED THICKNESS OF THE PAVEMENT INCLUDING LAYERS OF ASPHALT AND SUBBASE PRIOR TO SUBBASE PLACEMENT. 11. ALL UNTREATED AGGREGATE USED IN BASE OR SUBBASE COURSES SHALL BE 21B, EXCEPT ON ROADS WITH ADT OF 1000 VPD OR LESS, WHERE 21A AGGREGATE MAY BE USED, WHEN 21B AGGREGATE IS USED, UD-4 UNDERDRAINS MUST BE PROVIDED. 12. A 4" (MIN.) LAYER OF STONE IS REQUIRED BENEATH CURB AND GUTTER (MAY BE SHOWN ON TYPICAL SECTION IN LIEU OF A NOTE). 13. ADDITIONAL DITCH LININGS OR SILTATION AND EROSION CONTROL MEASURES SHALL BE PROVIDED, AT THE DEVELOPER'S EXPENSE, AS DETERMINED NECESSARY BY VOOT AND /OR THE COUNTY/TOWN DURING FIELD REVIEW. ALL COSTS SHALL BE ASSUMED BY THE DEVELOPER. 14. THE ENTIRE SURFACE OF THE ROADWAY (OLD AND NEW PORTIONS) SHALL BE OVERLAID AND RE-STRIPED AS REQUIRED BY VDOT PERSONNEL. OVERLAY OF EXISTING PAVEMENT SHALL BE MINIMUM OF 1.25" DEPTH; ANY COSTS ASSOCIATED WITH PAVEMENT OVERLAY, OR THE MILLING OF EXISTING PAVEMENT TO OBTAIN REQUIRED DEPTH, SHALL BE ASSUMED BY THE DEVELOPER. 15. DEVELOPER IS RESPONSIBLE FOR DESIGN AND CONSTRUCTION OF ANY TRAFFIC SIGNAL INSTALLATION OR MODIFICATION WHICH WILL BE NECESSARY AS A RESULT OF DEVELOPMENT OF THIS SITE. 16. ALL RIGHT OF WAY DEDICATED TO PUBLIC USE SHALL BE CLEAR AND UNENCUMBERED. 17. THE COUNTY/TOWN SHALL OBTAIN A PERMIT FOR ALL SIDEWALKS WITHIN THE RIGHT OF WAY THAT DO NOT QUALIFY FOR VDOT MAINTENANCE, 18. TRAFFIC CONTROL DEVICES OR ADVISORY SIGNS, SUCH AS MULTIWAY STOPS, SPEED LIMITS, WATCH FOR CHILDREN, PEDESTRIAN TRAFFIC ETC., SHALL NOT BE INSTALLED UNLESS SPECIFICALLY SHOWN ON THESE PLANS OR A VOOT APPROVED PLAN REVISION. SPEED STUDY CERTIFIED BY PROFESSIONAL ENGINEER SHOULD BE SUBMITTED FOR VDOT APPROVAL PRIOR TO THE STREET ACCEPTANCE FOR ANY ROAD TO BE POSTED OTHER THAN THE STATUTORY SPEED LIMIT. SHOULD UNAPPROVED SIGNS BE NOTED AT THE TIME OF VDOT INSPECT(ON, THE ROAD ACCEPTANCE PROCESS SHALL BE TERMINATED IMMEDIATELY AND NOT RECOMMENCED UNTIL A DETERMINATION IS MADE REGARDIING.THE APPROVAL OF ANY ADDITIONAL SIGNS, IMMEDIATE REMOVAL OF SUCH SIGNS SHALL NOT NEGATE THE NEED FOR THE SUBMISSION OF A (REVISION. 19. LANDSCAPING AND IRRIGATION SYSTEMS SHALL NOT BE INSTALLED WITHIN THE PUBLIC RIGHT OF WAY EXCEPT AS SHOWN ON THESE PLANS OR A VDOT APPROVED REVISION. 20. BEGINNING JULY 1, 2009 ALL LAND USE PERMIT APPLICATIONS ARE REQUIRED TO PROVIDE AT LEAST ONE (1) PERSON WHO, AT MINIMUM, IS VERIFIED BY VDOT IN BASIC WORK ZONE TRAFFIC CONTROL FOR ALL PERMITTED ACTIVITIES WITHIN STATE MAINTAINED RIGHT OF WAY WHICH INVOLVES INSTALLING, MAINTAINING, OR REMOVING WORK ZONE TRAFFIC CONTROL DEVICES. THIS PERSON SHALL BE RESPONSIBLE FOR THE PLACEMENT, MAINTENANCE AND REMOVAL OF ALL WORK ZONE TRAFFIC CONTROL DEVICES. PROPOSED EASEMENT LEGEND 07800- 00- 00 -075AO SI - - SIGHT DISTANCE 1 --- -- STORM DRAIN ASSOCIATED PLANS: - -�--- SANITARY SEWER RIVANNA DISTRICT - WATER RETAIL BUILDING - -- PUBLIC ACCESS 1.67± ACRES - - -- COMMON SHARED MINIMUM ---- - INGRESS - EGRESS 8787 SF ---- ---- --- PUBLIC UTILITY 50' - -- VARIABLE WIDTH S 30' ALBEMARLE COUNTY ENGINEERING GENERAL CONSTRUCTION NOTES FOR SITE PLANS. 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT -OF -WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, 'A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VOOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE . ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 2. ALL PAVING, DRAINAGE RELATED MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL .-VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3.1 OR BETTER ARE TO BE ACHIEVED. 5. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE ALBEMARLE COUNTY DIRECTOR OF ENGINEERING, OR THE DIRECTORS DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. ' 6. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. 7. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS 111. 8. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). ZONING AND SITE TABULATIONS PARCEL: 07800- 00- 00 -075AO % ZONING AND OVERLAY DISTRICTS: PLANNED DEVELOPMENT - MIXED USE - COMMERCIAL (PD -MC) BUILDING: ENTRANCE CORRIDOR (EC) 0 ASSOCIATED PLANS: "SPECIAL USE PERMIT FOR ROLKtN ROAD RETAIL CENTER" - (PENDING APPROVAL) MAGISTERIAL DISTRICT: RIVANNA DISTRICT 25 PROPOSED USE: RETAIL BUILDING INTERIOR PARING TOTAL SITE AREA 1.67± ACRES 35,200 SF 48 MINIMUM PROVIDED BUILDING YARD SETBACKS: 8787 SF 13 RESIDENTIAL 50' NIA PUBLIC RIW 30' NIA OFF - STREET PARKING/LOADING SPACE YARD SETBACKS: RESIDENTIAL 21D';/ NIA PUBLIC R/W 10' NIA COMMERCIAL SF: N/A 10,510 SF PARKING TABULATION: REQUIRED PROVIDED RETAIL PARKING (55 SPACES! 1,000 SF) f * 58 SPACES 58 SPACES STACKING SPACES 5 SPACES 8 SPACES HANDICAP SPACES 3 SPACES 4 SPACES LOADING SPACES (1) SPACE FOR FIRST 8,0008F, PLUS (1) SPACE FOR EACH ADDITIONAL 20,OOOSF 1 SPACE 1 SPACE /,-, MAXIMUM PROVIDED HEIGHT OF ALL STRUCTURES: 35' 30' LAND USE SCHEDULE; LANDSCAPE PLAN REQUIRED: YES a ULF ¢aa0 �a 12 Z�ZzzgWO U Ufw�wF ' p z mrcnl,_ao I^< U W p o� U �ZZ >O �DLLW Z ,4 Z mZ v°J. wo O(W) p- 9 w sz-a O O UO 4 a a, $ z Z� Old REVISIONS REV DATE COMMENT BY 0 THE FOLLOWING STATES REQUIRE NOTIFICATION BY EXCAVATORS, DESIGNERS. OR ANY PERSON PREPARING TO DISTURB THE EARTHS SURFACE ANYWHERE IN THE STATE. IN VIRGINIA, MARYLAND, THE DISTRICT -OF COLUMBIA, AND DELAWARE CALL. 811 (WV 1.8W-245.4848) (PA 1-800. 242 -1776) (DC 1.8I00.257 -7777) (VA 1- 800.552.7001)(MD 14�W257.7777)(DE 1. 800.282.8555 NOT APPROVED .FOR CONSTRUCTION PROJECT No.: V132042 DRAWN BY: MJS /JLP CHECKED BY: DRH DATE: 10/28/13 SCALE: NIA CAD LD.: SDO PROJECT: °° �[ INI �[. I.>�L SITE PLAN FOR ROLKIN ROAD. R .' TAIL C ENTER . LOCATION OF SITE ROLKIN ROAD & ABBEY ROAD TAX MAP 78 -75A . CHARLOTTESVILLE, VA 22911 RIVANNA MAGISTERIAL DISTRICT ALBEMARLE COUNTY BOKLE.R. ENGINEERING 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540 } 349 -4500 Fax; (540) 349 -0321 www. BohlerEngineering.com o DANIEL R. HINES "P .p LIC. N .0 3176 �0 1d�is oNA�. SHEET TITLE: SHEET NUMBER: 1 Nil PRE- DEVELOPMENT % POST DEVELOPMENT % BUILDING: 0 SF 0 10,510 SF 14 PRIVATE ROADS 18,248 SF 25 18,248 SF 25 INTERIOR PARING 0 SF 0 35,200 SF 48 OPEN SPACE: 54,497 SF 75 8787 SF 13 TOTAL: 72,745 SF 100 72,745 SF 100 LANDSCAPE PLAN REQUIRED: YES a ULF ¢aa0 �a 12 Z�ZzzgWO U Ufw�wF ' p z mrcnl,_ao I^< U W p o� U �ZZ >O �DLLW Z ,4 Z mZ v°J. wo O(W) p- 9 w sz-a O O UO 4 a a, $ z Z� Old REVISIONS REV DATE COMMENT BY 0 THE FOLLOWING STATES REQUIRE NOTIFICATION BY EXCAVATORS, DESIGNERS. OR ANY PERSON PREPARING TO DISTURB THE EARTHS SURFACE ANYWHERE IN THE STATE. IN VIRGINIA, MARYLAND, THE DISTRICT -OF COLUMBIA, AND DELAWARE CALL. 811 (WV 1.8W-245.4848) (PA 1-800. 242 -1776) (DC 1.8I00.257 -7777) (VA 1- 800.552.7001)(MD 14�W257.7777)(DE 1. 800.282.8555 NOT APPROVED .FOR CONSTRUCTION PROJECT No.: V132042 DRAWN BY: MJS /JLP CHECKED BY: DRH DATE: 10/28/13 SCALE: NIA CAD LD.: SDO PROJECT: °° �[ INI �[. I.>�L SITE PLAN FOR ROLKIN ROAD. R .' TAIL C ENTER . LOCATION OF SITE ROLKIN ROAD & ABBEY ROAD TAX MAP 78 -75A . CHARLOTTESVILLE, VA 22911 RIVANNA MAGISTERIAL DISTRICT ALBEMARLE COUNTY BOKLE.R. ENGINEERING 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540 } 349 -4500 Fax; (540) 349 -0321 www. BohlerEngineering.com o DANIEL R. HINES "P .p LIC. N .0 3176 �0 1d�is oNA�. SHEET TITLE: SHEET NUMBER: 1 Nil r/ THIS TOPOGRAPHIC SURVEY WAS COMPLETED UNDER THE DIRECT AND RESPONSIBLE CHARGE OF, eDWARD d. CAMPBELL III FROM AN ACTUAL GROUND OR () AIRBORNE SURVEY MADE UNDER MY SUPERVISION; THAT THE IMAGERY AND /OR ORIGINAL DATA WAS OBTAINED ON AUGUST 16TH AND 20TH, 2013; AND THAT THIS PLAT, MAP, OR DIGITAL GEOSPATIAL DATA INCLUDING METADATA MEETS MINIMUM ACCURACY STANDARDS UNLESS OTHERWISE NOTE Fire Hydrant EDWARD D. CAMPBELL, III Lic. No. 1599 548.61 + RAP PK Nail rf found BM Set - NE Face t 547.69 + Top 547.88 Q> \ 15,}fDPE Out - 543.2 ' 547.0 ' 546.51 + w COQ DI -38, L =6' Top - 543.97 15 HDPE In - 538.75 TMP 78 - 75A3 BM Set/ 552.27 SE Rim,of MH in Median 551.45 + + 551.07 \ PK Nail\ / mound \ �6 0 Evator valve4� PK Nail . \ 550.82 + / / found 'Y \ Px Nail , \ found / 550,78 + \ 550 13117 '\1 \ \ Drafnoge Waterline Located from PK_�Rail Flume,,, j Blue Paint on Pavement 550 .. ® _S� ®pti.,.,e 549.45 found 522.03 -K " DI -3C, L =6' ' 1 333 Top - 519.70 71 ` r 53Q ,'cor walk 18 HDPE Out 515.10 27 g0 1 0.03 "" 28.49 129.64 I 528.46 <. Yrait?Y \ 520. + 520.90 + ?_7.47 Sanitary afva 1 1 334 Top i; /pvc Lateral bw 522.02 ��, 52 .1 26.84 52X, 03 ! 520. 9 + 520.6A +26' X30 / �Py \20 . �4 + R =35 00 ,�9-- �a� A-4-3 '03 Sanitary Nil \ N34 °40'-14 ^" W i24.3 +/ \ ,p., Top 52 '00 o,�� Le gS2 3 + �st� \ 520.91 + y/ `;' 2 + BM\�et - 52 85 d'y ✓ 520.30 + �t C/r �> SE t! e of D.f S 520.14 + 520.60 40 /� 3 Ben Iron foun e `� .e �Q•9��t �� \�\` DI-313, - 5 =8' \ `. 5pHDPE ins- 518.\ Q c \ DI 3S, L= Q Q 52 + 1 „HDPE In 519.15 Top -- 520. 521.21 + �2S� j -5 i" 2 ' HDPE Out 519.0\ 18 HDPE In/OX- 514.05 \ \ / • �2S St?�lyA \ s � 446// \ �j C D0 3C, L=8' \ 3 \ �\ 521, 88 + 15'HDPE Out - 519, M,et .r SOURCE OF DATUM: 1. VERTICAL - NAVD88 2. HORIZONTAL - PLAT D.B. 2019 p. 125 SITE BENCHMARKS: SE Rim. of MH in Mediam in Rolkin Road - 552.27 SE Face of D.I. in Ad j. Lot - 525.85 NE Face of D.I. at SW Corner of Property on 'Rolkin Road - 548.03 SOURCE OF TITLE: D.B. 2019 p.122, p. 125 (plat) 540 + 538.56 / Hydro. t / \ / ;voter / / valve + 537.51 \ / water mete TMP 78 - 758 TAI \ SCALE 1" = 20' NliEL RAY HIKES 20 10 o 20 40 iC. N 04 76 �� `• SCALE IN FEET \ , S`S�ONAI. Ea INFORMATION ONLY-..- a 0 (0 0 Z 0 N¢ � o F9 p a�W _@� wz a, z J um Q UQ r 0 N o z� °cc. N UA o rr , 0 °:0W. .z. wo U N z 9 W cc cc orn W Q U �. Q0) w W i CL DATE AUG. 21, 2013 SCALE 1 u = 2a HORZ CONTOUR INTERVAL. 2 FEET Q w a W F- o W Z _ a .Z U J 0 C2 W o� > cc Zh IL � Q Z 3 o. a a. a. o, Cr a Z Ilt o 1.0 < z U < 0.- 2 FILE NUMBER.. 85" c: E15543 rod l ig trk18543to po /p SHEET j N t i I i l CAR E "-• ti �/ S l 20' ACSA VIA TERLINE ESM'T DB 2035 P. 512 k � r 1 , f f r 1 ; r f i f r k f / WATERLINE LOCATED FROM BLUE PAINT ON PAVEMENT ' A= 21834' R- 835.6T EX, DRAINAGE S47 °3T39'E } ( ( 35.0&'_ 40 / It �� _- ....__„_{y--- .--- -- -•Y! K "- -� —'f{r W W ly W fY- �'-==- -- _%l= _._...,_,_,I /`L"_ --, 4 J f_ r z�035RC /r%5 1z ra -12 - - � ��_ n� f; I fir. j 1 40' &DrH ACCESS tsMr. -- -' PRIVA TE S55 °OT34'E 66.89 E' X1�rING INGRESS AND EGRESS` - j IT DB 2019 PG 125 jt ,--------- --.-_. j a �1 ~'` �;-• - -.,., , S40 °Or g4 � ;r- _.��7'C�`d '`� -.... , i`.� ', EX P/ALK " i. ' / .. _ -' _ -..• rte..... - n...r- _.r-- / , r"`^r'. _ h � ` '-�•' �_ ----- ---` -- ---- - - - -r- --._._ --_.._ �= •°:�w`T CON E.r �' EX. ST P BAR / it f -- ' TMP78- 75A _________ __ r r r �,. ( A;. I f' , -' FANTOPSOFF10EBUILDINGLLC ;'' 15` 4�A. DOMINIaN POP/ER ' ' ZONE PLANNED DEVELOPMENT f q DB 2078 P. 251 IS FROM FACE OF BAS ° MEOD C01i2MERCUL '' , SAN OHIBIT ON PAGE 256 + r USE VACANT 1 r r a rr AND .15' CENTRAL TELEPHONE t� \J i , ; ` .A.REA. L672AC. &MIT. DB 21.37 P 447 i � � % / e / ! r , r \ y r / 1 t ti X15' < ESIAT D�`2913; p 16' T31P 78 - 75B r 1 - SlbLAND LW, 2050ABBEY 1 , ROAD"O� P ANpNE CLLC D f b EVA LOP NTMMED RCIA.L 1 v f / CO - _ 1 ___ __ _ ,SSE.• QFF EUILDEVG a / ' r It /� T' - - -_ ----------------------- -------------------- _"-- r -- 540 — - - _ __- ____ _______ _ _ _ ___ __ _ _ -- - ir r r _ __" _ ---- --- - -- - -r _ -,__� • / �+ ' SAN MN I i ' J - ' -" �-- RIM 526.00 EXISTING INGRESS AND EGR ,' r . / / / - _ __ -------- _ - -- // INN IN - 519.49 ` / - ESM'T DB 2019 PG f25 f r; ii / /. -``` .- __ __-- - -- --• •- . - -_„Wv OUT _ 518.3Z0'ACSA - � � ,�( � ~----• -_._., ESfa j pB "SAN /TORY SEIyER -30' BUILDING 53'0 r ,, If r - ~ -- .SETBACK r i ! r / ; ; ' / ,- " --'------------------------ -- - - - - -' - - - - -- panr r / ----------------------------------- r , -- ' - -_ --_ __ __ -__TOP - ^.527.4? __ - - -� Ol -3B, L =8 i -" ` TOP 525.79 �� ^ '" ___- __-_____ 15'WE IN - 51 r r , _ - F 18'HDP£ IN - 51 r , 24 NAPE OUT Dl -3C, L =8' i ' i , / . ,• 4j .' .' /' A= 137.19 . R =60.04' . - -O �r TOP - 522,07 , f' /` , ' /' �' / 47 131 15'NDPE OUT - 519. r. N 78 °38`46' W- 55°00'O6"W L�109.20' / , .. , / , ; ,' A= 26.34' 21.9r / t i' �' r' t ,' ' i `: a R= 35.00' i j ,` r I` �r ,i ` J` i` Q A=43 °03'41" r / / /`' R N 34 °40'14` W f a 8 h L�25.69' HICKMAN ROAD 1 f , r r f / r , TOP - .! / a r !/ � . TO 60' PU8N0 RIGHT -OF --WAY r , / r � � � 1.. 18'HOPE Our 151510 x ([0 TOP - 520.87 � 18 HDPE 11y 10UT - 574.05 41.039...'_° N55- OT34MJ g ,b T - 7 7� 5A I r � � � ' r) PYT , g , 5 ; r / r r D DEVELOPMENT ��n �� Ex. S rr�p &A .. M !I / 1r ZONE PL LNNE COMMERCIAL t r ,71,SOOFF.TCEBUILD21V'G 1 r c ! O ^� 0 'x. , r r ,�. •J r' �r �� °j • � =T rr , if A 11AULT + f r 1 GENERAL NOTE: S THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE ORAWINGS AND SPECIFICATIONS ASSOCtVED WTTH THIS PROJE tK SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD THE CONTRACTOR F IND A CONFLICT WITH THE DOCUMENTS RELATTV E SPECIFICATIONS OR APPLICABLE CODES, IT IS THE CONTRACTORS RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORE TIM PRIOR TO THE START OF CONSTRUCTION. FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENG €NEER SHALT. CORSTRtJ EPTAICE OF FULL RESPONSIBII 1Y BY THE CONTRACTOR TO COMPLETE THE SCOPE OF THE WORK AS DEFINED BY THE DRAWINGS AD FULL CONFORAUW CE WRH LOCAL REGIllAT1OYS A1iD��,�. R \13 \V*M2 \CRA1r+3:S\PLM SETS` ffri L SItE K$N\V1326f2S50.0'A'C PECNM BL WAXER 1925.13 6 5.01 FU IV SM P. WAXER 2� 1 " =20' SURVEY NOTES: SOURCE OF DATUM: 1. VERTICAL - NAVD88 2. HORIZONTAL - PLAT D.B. 2019 P. 125 SITE BENCHMARKS: SE RIM OF MH IN MEDIAN IN ROLKIN ROAD- 552.27 SE FACE OF DI IN ADJ. LOT - 525.85 NE FACE OF DI AT SW CORNER OF PROPERTY ON ROLKIN ROAD - 548.03 SOURCE OF TITLE: D.B. 2019 P. 122, P. 125 (PLAT) DOTES: 1. REFER TO SHEET 2 FOR GENERAL DEMOLITION NOTES. D,ZWSZ Gl Z (LT O?W ap� u W N IA Z. u.' 0 � z vi�0000ee go k� U ?iii li O O a �Z � x O + : � .: ,a Fi >x2Lu a zd u° z aocWil- af 3. e♦eee♦ � a� z O . Ez- p, o . o z . q ¢` 0 d U REVISIONS REV DATE COMMENT BY THE FOLLOWING STATES REQUIRE NOTIFICATION BY EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN THE STATE. IN VIRGINLA, MARYLAND. THE DISTRICT OF COLUMBIA, AND DELAWARE CAL€. - 011 (1W 1-866.245-4848) (PA 1.800. 242 -1776) (DC 1.800.257 -7777) (VA 1- 800552 -7001) (MD 1.800- 257 -7777) (DE 1.806.282 8555) NOT APPROVED FOR CONSTRUCTION PROJECT No.: V132042 DRAWN BY: MJS /JLP CHECKED BY: DRH DATE: 10/28/13 . SCALE: 1"=20' CAD I.D.: SSO PROJECT: INITIAL SITE PLAN . FOP, A OA I pp � R✓ AD . RETAIL CENTER LOCATION OF SITE ROLKIN ROAD & ABBEY ROAD TAX MAP 78 -76A CHARLOTTESVILLE; VA 22911 RIVANNA MAGISTERIAL . DISTRICT ALBEMARLE COUNTY BOHLER 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. www.BohlerEngineering.com DANIEL R. HINES ''' .p Lie. 043176 � �0 100 %/ ti SHEET TITLE: EXISTING CONDITIONS DEMOLITION, PLAN SHEET NUMBER: OF 8 w !t, i i,E k k 20 ' ACSA Y/ATERLINE ESG/ T 0,9 2035 P. 512 f 4 1 4 / / YIATERUNE LOCATED FROM / 6LUE PAINT ON PAVEMENT i �S51,4600'E EX. DRAINAGE FLUME k 35.06' ABBEY ROA w 40' WIDTH Acc£ss EsMr. I i �q �yr�oe EX sr. GENERAL NOTE: . THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRANiNGSAND SPECIFICATIONS ASSOCIATED WITH THIS PROA SCOPE PRIOR TO THE INITIATION OF OWSTRUCTION. SHOULD THE CONTRACTOR FIND ACONFUCT WITH THE OOCUMENTS RELATIN :SPECIFICATIONS OR APPLICABLE CODES, IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEEROF MOOR ITING PRIOR TO THE START OF CONSTRUCTION, FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER "a CONSTLTi PTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF THE WORK AS DEFINED BY THE DRAW%IGSA1 MUW"GULATIONSAND CODES. tt \73\4132W2\OWJ�XS \Ft/A SEIS\QANi SfIE WAt!\Y332012557.1ThG PP3{!m BC Rt /UGER Io.n.la o 5:.� 1'u LtisT snvm Br: arwc� r , , r , , , ! , ! f� ,l- GENERAL NOTE: . THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRANiNGSAND SPECIFICATIONS ASSOCIATED WITH THIS PROA SCOPE PRIOR TO THE INITIATION OF OWSTRUCTION. SHOULD THE CONTRACTOR FIND ACONFUCT WITH THE OOCUMENTS RELATIN :SPECIFICATIONS OR APPLICABLE CODES, IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEEROF MOOR ITING PRIOR TO THE START OF CONSTRUCTION, FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER "a CONSTLTi PTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF THE WORK AS DEFINED BY THE DRAW%IGSA1 MUW"GULATIONSAND CODES. tt \73\4132W2\OWJ�XS \Ft/A SEIS\QANi SfIE WAt!\Y332012557.1ThG PP3{!m BC Rt /UGER Io.n.la o 5:.� 1'u LtisT snvm Br: arwc� R= 835.67 G =14 °5951" 347°3r39'E L --218.12' i , fr r , r , , , , s s , , r , I , , , s , , s , F 1 nc I Im ESU�y 20js P Sly I I ila um P. LIGHTP EX E or OBJ P. f --, Ll /1 rr Y�4TER VAULT 1 20ACS4 WATERUNE ESM'T OB 2913 P. 163 i TMP 78. 75B • � SIDLAND LL C, 2050 ABBEY ,ROAD "C "LLC; SOP%ACLLC ZONE. • PLANNED DEVELOPMENTMIXED COMMERCIAL 1 USE OFFICEBUILDING L SAN dVH �81M 526.00 lNV IN - 519.49 - -- _1NV OUT - 5163 ZO' gCS4 S� /OTARY 1TOP - 525.79°-- - 157YOPE IN -- 5181 16 HOPE IN - 51.E 1 24'NDPE OUT - 519. 3C, 1 =8' DI - TOP 522.07 OUT 15 "rfDPE 21.97' HICKMAN ROAD 60' P081/0 RIGHT- OF -YIAY fl 20 10 5 0 1"=20' NOTES: 1. REFER TO SHEET 2 FOR GENERAL NOTES. J I,. uz � j►1S jpn U V o¢za� ziz� ;a LL .; w W O� O� a � W 0 ♦ 7) 3 F-i }0qLLIa t� W - C) O U gi O U Z5, REVISIONS REV DATE COMMENT " BY Q . THE FOLLOWING STATES REQUIRE NOTIFICATION BY EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN THE STATE. IN VIRGINIA, MARYLAND, THE DISTRICT OF COLUMBIA, AND DELAWARE CALL. - 811 (WV 1-WO-2454M) (PA 14WO.242- 1776) (DC 14WO- 257 -7T77) %(VA14H0.652-7001)(MD 1- 800.257 -7777) (DE 1- 800. 282 -6555 NOT APPROVED FOR CONSTRUCTION PROJECT No.: V132042 DRAWN BY: MJS /JLP CHECKED BY: DRH DATE' 10/28/13 SCALE: CAD IA.: SSO PROJECT: INITIAL. SITE PLAN FOR ROLKIN ROAD RETA.IL, CENTER LOCATION OF SITE ROLKIN ROAD & ABBEY ROAD TAX MAP 78 -75A CHARLOTTESVILLE, VA 2291.1 RIVANNA MAGISTERIAL DISTRICT ALBEMARLE COUNTY BOHLER ENGINEERING' 28 BLACKWELL. PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540)349 -4500 Fax: (540)348 -0321 www,BohlerEngineering.com V DoL xv, �,' AN EL R. HINES 5 .p LIC. N .04 176 4' NA4 SHEET TITLE: SITE & UTILITY PLAN SHEET NUMBER: 6 OF a .ti r , , r , , , ! , ! ,l- R= 835.67 G =14 °5951" 347°3r39'E L --218.12' i , fr r , r , , , , s s , , r , I , , , s , , s , F 1 nc I Im ESU�y 20js P Sly I I ila um P. LIGHTP EX E or OBJ P. f --, Ll /1 rr Y�4TER VAULT 1 20ACS4 WATERUNE ESM'T OB 2913 P. 163 i TMP 78. 75B • � SIDLAND LL C, 2050 ABBEY ,ROAD "C "LLC; SOP%ACLLC ZONE. • PLANNED DEVELOPMENTMIXED COMMERCIAL 1 USE OFFICEBUILDING L SAN dVH �81M 526.00 lNV IN - 519.49 - -- _1NV OUT - 5163 ZO' gCS4 S� /OTARY 1TOP - 525.79°-- - 157YOPE IN -- 5181 16 HOPE IN - 51.E 1 24'NDPE OUT - 519. 3C, 1 =8' DI - TOP 522.07 OUT 15 "rfDPE 21.97' HICKMAN ROAD 60' P081/0 RIGHT- OF -YIAY fl 20 10 5 0 1"=20' NOTES: 1. REFER TO SHEET 2 FOR GENERAL NOTES. J I,. uz � j►1S jpn U V o¢za� ziz� ;a LL .; w W O� O� a � W 0 ♦ 7) 3 F-i }0qLLIa t� W - C) O U gi O U Z5, REVISIONS REV DATE COMMENT " BY Q . THE FOLLOWING STATES REQUIRE NOTIFICATION BY EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN THE STATE. IN VIRGINIA, MARYLAND, THE DISTRICT OF COLUMBIA, AND DELAWARE CALL. - 811 (WV 1-WO-2454M) (PA 14WO.242- 1776) (DC 14WO- 257 -7T77) %(VA14H0.652-7001)(MD 1- 800.257 -7777) (DE 1- 800. 282 -6555 NOT APPROVED FOR CONSTRUCTION PROJECT No.: V132042 DRAWN BY: MJS /JLP CHECKED BY: DRH DATE' 10/28/13 SCALE: CAD IA.: SSO PROJECT: INITIAL. SITE PLAN FOR ROLKIN ROAD RETA.IL, CENTER LOCATION OF SITE ROLKIN ROAD & ABBEY ROAD TAX MAP 78 -75A CHARLOTTESVILLE, VA 2291.1 RIVANNA MAGISTERIAL DISTRICT ALBEMARLE COUNTY BOHLER ENGINEERING' 28 BLACKWELL. PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540)349 -4500 Fax: (540)348 -0321 www,BohlerEngineering.com V DoL xv, �,' AN EL R. HINES 5 .p LIC. N .04 176 4' NA4 SHEET TITLE: SITE & UTILITY PLAN SHEET NUMBER: 6 OF a .ti I N 1 � F 1 20' ACSA Y/ATERLIN£ ESM'T 08 2035 P. 512 R� so � - t fig$ a V> / c�ti/ EX. DRAINAGE S51 4600E h FL ME N _ QL ,,ABBEY ACCESS PUT, 55 °OrE ss.as't PRIVATE S 34 " ; r f r r 1 l tI NO'T'ES: 1. REFER TO SHEET 2 FOR GENERAL GRADING AND UTILITY NOTES. z H i I 1 w EI I � J�" If it 1 i i �jV fL ` \ rill 6� \ �6 �oP = EX. STOP BAP I rT r rr r r GENERAL NOTE: S THE RESPONSIBIM OF THE CONTRACTOR TO REVIEIYALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WTTH THIS PROXI K SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD THE CONTRACTOR FLNDA CONFLICT WITH THE DOCUMENTS REIATM SPEGFICATIONS 09 APPLICABLE CODES, R IS THE CONTRACTORS RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD ZITING PRIOR TO THE START OF CONSTRUCTION. FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENG INUR SHALL OON5TRU EPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF THE WORKAS DEFINED BY THE DRAY64GS AN lk \I3\V132042 \CPANa'VGS�PLAV SLZAUnk 511E IiAAYI3M25g1ANG PfiW 8f; HfAW 1025,13 0 5A6 N LAST SAM M REAM . � -211 4 W, �fklN�' -_� ^ -- _ ESI,!'T 0¢`2913; f? 1t J r r Jf i rr r r , r - r , r /r 1 ---------- r SAN MH I—RI,Y 526.00 1w IN -- 519.49 ----NV OUT - 518.3E0' ICS,4 £qN /TQ/�Y SEW 163 EiP �( TOP -- 525 79 ( 15 HOPE IN - 518.2 18 HOPE IN - 519.1 24 HOPE OUT - 519.'Q -91-K, 55,22 roP - 5,22 07 151H0PE OUT 513.3 — N55 °00'O6"W 21.9T ' HICKMAN' ROAD 60' PUBLIC RIGHT- OF -Y /AY . 1 f f ' 20 10 5 0 20 1 "= 20' u- z�z�w o� O z o3v��u aU Lu 0 0� Q O ♦ gq . x m xd 0 LL m .- 9 z z �o�is U � 0 A a REVISIONS REV DATE COMMENT BY 0 THE FOLLOWING STATSS REQUIRE NOTIFICATION BY EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN THE STATE. IN VIRGINIA, MARYLAND, THE DISTRICT OF COLUMBIA. AND DELAWARE CALL - 611 r 1- 800-2454M) (PA 1. 800.242 -1776) (DC 1.806.257-7717) 1. 800. 552-7001) (MD 14800.257.7777).(DE 1.800- 2828555 NOT APPROVED FOR CONSTRUCTION PRO] ECT No.: V132042 DRAWN BY: MJS /JLP CHECKED BY: DRH DATE: 10/28/13 SCALE: 1.=20' CAD E.D.: SSO PROJECT: INITIAL SITE PLAN FOR ROLKIN. ROAD RETAIL CENTER LOCATION OF SITE ROLKIN ROAD & ABBEY ROAD TAX MAP 7&75A CHARLOTTESVILLE, VA 22911 RIVANNA MAGISTERIAL DISTRICT . ALBEMARLE ECOUNTY BORLER E N G IN E E RI N G 28 BLACKWELL PARK LANE, SUITS 201 WARRENTON, VIRGINIA 20186 Phone: (540) 349.4500 Fax: (540) 349 -0321 vw.BohlerEngineering.com SHEET TITLE: GRADING PLAN. SHEET NUMBER: 7 OF 8 " `v i 911 so 20' ACSA W TER0VE _ ES „f'T DB 2035 P. 512 _ � {CC y1�,,{�Ar N55 "01 34 �I1 h�3�5 T'X. STQSB GENERA!. NOTE $THE RESPONSIBILITY OFTHE CONTRACTOR TO REVIEWALL OF THE ORAWINSS AND SPECIFICAT03ASSOCiMO VM THISPROJE BC SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOW THE CONTRACTOR FWD A CONFLICT M THE DOCUMENTS REIAT(V E SPECIFICATIONS OR APPLICABLE CODES, IT IS THE CONTRACTORS RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECM 21TING PRIOR TO THE START OF CONSTRUCTION. FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL O MSTTTU EPTANCE OF FULL RE" $1BILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF THE WOW AS DEFINED SY THE DRAWINGS AIN FULI��CONFORAVNCE IM LOCAL RE AND CODES. #k \t3 \YI32042 \C4GASiCS\tihV SETS \MR Siff HAA11132342M MC POO 8i; KAXER 1025.13 0 6:18 PII I1ST S1YW BY: RYNJCER F 40' WIDTH ACCESSSMI pRIVATr f 540 r t J � f r � _ I I j / / J Grj2:J•fjN. J6,;' J r ' f � COMPLIANCE CHART FOR THE A.LBERMA,.RLE COUNTY ZONING ORDINANCE SECTION REQUIREMENTS CALCULATIONS (REQUIRED /PROPOSED) COMPLIANCE 32.7.9.6-(C) REQUIRED ��}} STREET TREES SHALL BE PLANTED WITH HICKMAN ROAD: 'J EVEN SPACING IN A ROW ADJACENT TO THE PUBLIC STREET RIGHT -OF -WAY. ONE (1) REQUIRED: LARGE STREET TREE SHALL BE REQUIRED 185 LF OF RIGHT -OF -WAY (EXCLUDES FOR EVERY FIFTY (50) FEET OF ROAD ENTRANCES) FRONTAGE, OR PORTION THEREOF, IF 185 LF/ 50 LF = 3.7 OR 4 TWENTY -FIVE (25) FEET OR MORE. WHERE PERMITTED, ONE (1) MEDIUM SHADE TREE 4 STREET TREES REQUIRED SHALL BE REQUIRED FOR EVERY FORTY (40) FEET OF ROAD FRONTAGE, OR PROVIDED: VARIATION 32.7.9.6 PORTION THEREOF, IF TWENTY (20) FEET REQUESTED FOR STREET TREE OR MORE. THE AGENT .MAY APPROVE 4 TREES PROVIDED SPACING PLANTINGS MINOR VARIATION IN SPACING. NOTE: A MINOR VARIATION IN SPACING IS PROPOSED DUE TO THE PRESENCE OF A REQUIRED RETAINING WALL. THOUGH THE SPACING REQUIREMENT HAS NOT BEEN ACHIEVED, THE TOTAL NUMBER OF 0� REQUIRED PLANTINGS HAS BEEN PROVIDED. "W INDICATES PLANT MATERIAL. UTILIZED TO FULFIL REQUIREMENT 32.7.9.7 (B) REQUIRED: INTERIOR LANDSCAPING: EXCLUSIVE OF AREA OF PARKING LOT 25,71 SF THE REQUIREMENTS OF SECTION 1,286 X 5% =1,286 SF 1► 32.7.9.7(A) AND (C), AN AREA EQUAL TO FIVE (5) PERCENT OF THE PAVED PARKING 1,286 SF OF INTERIOR LANDSCAPING AND VEHICULAR CIRCULATION AREA AREA REQUIRED SHALL BE LANDSCAPED WITH TREES OR SHRUBS. THIS SHALL INCLUDE ONE (1) 58 PARKING SPACES PROVIDED LARGE OR MEDIUM SHADE TREE PER TEN 58110 = 6 PARKING LOT TREES REQUIRED (10) PARKING SPACES OR PORTION COMPLIES, THEREOF, IF FIVE (5) SPACES OR MORE. PROVIDED: 32.7.9.7 INTERIOR LANDSCAPING SHALL BE PARKING LOT LOCATED IN REASONABLY DISPERSED 1,366 SF OF INTERIOR LANDSCAPING LANDSCAPING PLANTING ISLANDS OR PERIMETER AREAS. AREA PROVIDED SHRUB PLANTINGS ADJACENT TO A (5.3% INTERIOR LANDSCAPING AREA BUILDING SHALL NOT BE COUNTED AS PROVIDED) INTERIOR LANDSCAPING. 6 PARKING LOT TREES PROVIDED "A" INDICATES PLANT MATERIAL UTILIZED TO FULFIL REQUIREMENT 32.7.9.9 (A) REQUIRED: THE FOREGOING NOTWITHSTANDING, A TEN (10) PERCENT TREE CANOPY MINIMUM TREE CANOPY SHALL BE PROVIDED IN ACCORDANCE WITH THIS SITE AREA = 72,833 SF SECTION. "TREE CANOPY" OR "TREE 72,833 SF X 10% = 7,263 SF COVER" SHALL INCLUDE ALL AREAS OF COVERAGE BY PLAT MATERIAL EXCEEDING 7,283 SF OF INTERIOR LANDSCAPING AREA FIVE. (6) FEET IN HEIGHT AT MATURITY OF REQUIRED TEN (10) YEARS AFTER PLANTING. SELECTION OF SPECIES FOR PLANTING PROVIDED: SHAD. BE IN CORRD WITH SECTION 32.7.9.4(A). SPECIFICATIONS FOR 7,398 SF OF PROPOSED TREE CANOPY. TREE CANOPY PLANTINGS SHALL BE W COORD WITH SECTION 32.7.8.5(8). EXISTING TREES TO SEE LANDSCAPE SCHEDULE ON THIS BE PRESERVED IN ACCORDANCE WITH SHEET FOR A BREAKDOWN OF PROPOSED COMPLIES SECTION 32.7.9.4(8) TOGETHER WITI I TREE PLANTINGS. TREES REQUIRED UNDER SECTION 32.7.9.6, 32.7.9.7, AND 32.7.9.8 SHALL COUNT TOWARD SATISFACTION OF THE MINIMUM TREE CANOPY, 32.7.9.9(B) TEN (10) PERCENT TREE CANOPY FOR A SITE TO BE DEVELOPED WITH COMMERCIAL, OFFICE, OR INDUSTRIAL USES, J r� JQ V n >zazw� p: Rnat- z9N"Lcl_,lH ,, rr ~ O wwt°- v~i� LL. ao tu LL w O 0 W4 OU e °c�oa� ff�: z Y > mz�z�d � V 7z z �- W w z th O 'O U w & Z O 0 w U REVISIONS REV DATE COMMENT BY THE FOLLOWING STATES REQUIRE NOTIFICATION BY . EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING TO DISTURB THE EARTHS SURFACE ANYWHERE IN THE STATE. IN VIRGINIA, MARYLAND, THE DISTRICT OF COLUMBIA, AND DELAWARE CALL- 811 (WV 1800. 245.4848) (PA 1-800-242.1776) (DC 1.800.257 -7777) (VA 1.800.552.7001) (MD 1.800.257 -7777) (DE 1- 800 - 282.8555) NOT APPROVED FOR CONSTRUCTION PROJECT No.: V132042 DRAWN BY: MJS /JLP CHECKED BY: w DRH DATE: 10/28/13 ' " LANDSCAPE SCHEDULE SCALE: II .: LS4 530 - -\ KEY QTY BOTANICAL NAME COMMON NAME STOCK SIZE STOCK TYPE REMARKS CANOPY CANOPY CREDIT PROJECT: CREDIT SUBTOTAL j� j� SHADE TREEfS) �N��JI.�"�il ��'~ vARAF -I ,4, ACER RUBRUM'AUTUMN FLAME' AUTUMN FLAME RED MAPLE 110 - 2” CAL. B +B SINGLE LEADER; FULL 397 1,588 ✓ r RQG. v-2, 2j ACER RUBRUM'OCTOBER GLORY OCTOBER GLORY RED MAPLE 1 112 - 2" CAL. B +B SINGLE LEADER; FULL 397✓ 794 ✓ j�� Yc � %1t3 QUERCUS PHELLOG WILLOW OAK 1 1/2 - 2" CAL. B +B SINGLE LEADER; FULL 370✓ 1,110 SITE PLAN �! �P —ZS <3:D' ZELKOVA SERRATA'GREEN VASE GREEN VASE ZELKOVA 1 112 - 2" CAL. B +B SINGLE LEADER; FULL 350✓ 11050 12 4,542 ✓ FOR ORNAMENTAL TREES) ROLKIN ROAD. /SAN /,IH ACP'y "6 ACER CAMPESTRE HEDGE MAPLE 1 112 - 2" CAL. B +B SINGLE LEADER; FULL 230/ 1,380 �RIM 526.00 =3 CERCIS CANADENSIS MULTI -STEM EASTERN REDBUD 1 112 - 2" CAL. B +B CLUMP; MIN. 3 STEMS 124✓ 372 ✓ IN% IN - 519.49 4CVWK -6— CRATAEGUS VIRIDIS'WINTER KING' WINTER KING HAWTHORN 11/2 - 2" CAL, B +B SINGLE LEADER; FULL 184✓ 1,104 ��`" '" �� OUT 518 "O' �CSA NTrq 15 2,656 E r �~��' •Y / PIE '650 LOCATION OF SITE __.__ 63 EVERGREEN SHRUB (S) it RHODODENDRON X GUMPO PINK AZALEA 15-18" #3 CAN SATSUKI'GUMPOPINII ROLKIN ROAD &ABBEY ROAD �� - - - -- A TAX MAP 78 -75A la l.COG L63 JUNIPERUS CHINENSIS'OLD GOLD' OLD GOLD JUNIPER 15-18" SPRD. #3 CAN �i( CHARLOTTESVILLE, VA 22911 RIVANNA MAGISTERIAL 01 -38, L= _ DISTRICT `1( TOP - 525.79 --__ LEGEND ALBEMARLE COUNTY -- -_� 15 — HOPE IN 518.2 j 18 H,9PE IN - 519.15 24'NDPE OUT - 519.0 INDICATES PLANT BED/ AREA TO BE MULCHED TOP - 52207 15'hJOPE OUT - 519.,3 -- N55°QO'06`IN I r 21.9r I HICKMAN ROAD 60' PU9L1C R1CHT - -OF -WAY f f o # da, f # t 20� 10 5 0 20 1 "= 20' Lm BC)HLElZ E N GI N E E R I N G 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540) 349-4500 Fax: (540).349-0321 www.BohlerEngi<neering.com I1 } A A' ►yi � ;r. r �� SHEET TITLE: LANDSCAPE PLAN SHEET NUMBER: 8 `p OF 8