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HomeMy WebLinkAboutSDP202100073 Plan - Revision 2021-11-19V C N 0 0 Q 0 0 Y O T O O S 3 N 0 s vi 0 U O N Q 0 0 S T Y 0 0 0 0 0 0 0 N `o 0 a o it 3 n 0 0 Y .s. it 3 J m E V i Q� J s i y � o ao a� i Q a is m t o a� �3 o � s a 0� o a L I 3 F i � s � 3 O � o L I � Sl � n� �o i 0 o JI n J � Y w Y o o � w n n o T zE no � s J � � s a F � a a� a� a� Y � 0 �a �o � V n � �s Q 3 n o' n a os SDP202100073 FINAL SITE PLAN FOR 1215 SEMINOLE TRAIL RIO MAGISTERIAL DISTRICT ALBEMARLE, VA 22901 DATE: 11/19/2021 INITIAL SITE PLAN SDP202100027 PROJECT CONTACT LIST VICINITY MAP SHEET INDEX APPLICANT/DEVELOPER RENAUD CONSULTING 8605 WESTWOOD CENTER DRIVE, SUITE 410 VIENNA, VA 22182 TEL: (571) 765-4436 CONTACT: MARK FONTAINE, CCIM EMAIL: MFONTAINE@RENAUDCONSULTING.NET OWNER CHARLOTTESVILLE REALTY CORPORATION PO BOX 6340 CHARLOTTESVILLE, VA 22906 CIVIL ENGINEER Kimley>>> Horn KIMLEY—HORN AND ASSOCIATES, INC. 1700 WILLOW LAWN DRIVE, SUITE 200 RICHMOND, VA 23230 TEL: (804) 673-3882 CONTACT: RYAN PERKINS, P.E. EMAIL: RYAN.PERKINS@KIMLEY—HORN.COM ARCHITECT CUHACI & PETERSON 930 WOODCOCK ROAD, SUITE 101 ORLANDO, FL 32803 TEL: (407) 661— 9100 CONTACT: MARY ROSARIO EMAIL: MARY.ROSARIO@C—P.COM SURVEYOR JENNINGSTEPHENSON P.C. LAND SURVEYORSe & PLANNERS JENNING STEPHENSON, P.C. 10160 STAPLES MILL ROAD SUITE 103 GLEN ALLEN, VA 23060 TEL: (804) 545-6235 CONTACT: KENNETH R. BLAYLOCK JR. WAWA CONTACT INFORMATION Wawa WAWA, INC. 260 W. BALTIMORE PIKE WAWA, PA 19063 TEL: (267) 273-3575 CONTACT: JEB BELL EMAIL: JEB.BELL@WAWA.COM MISS UTILITY OF VIRGINIA CALL BEFORE YOU DIG 811 PLANNING/ZONING PLANNING COMMISSION 401 MCINTIRE ROAD CHARLOTTESVILLE, VA 22902 TEL: (804) 677-0463 CONTACT: COREY CLAYBORNE STORMWATER FACILITIES AND ENVIRONMENTAL SERVICES 401 MCINTIRE ROAD 4TH FLOOR CHARLOTTESVILLE, VA 22902 TEL: (434) 296— 5816 PUBLIC UTILITIES PUBLIC WORKS 401 MCINTIRE ROAD 4TH FLOOR CHARLOTTESVILLE, VA 22902 TEL: (434) 296-5816 FIRE MARSHAL DEPARTMENT OF FIRE RESCUE 460 STAGECOACH ROAD CHARLOTTESVILLE, VA 22902 TEL: (434) 296-5833 CONTACT: SHAWN MADDOX ONLY THE COMPLETE AND APPROVED PAPER COPY OF THE PLAN SET INCLUDING ALL SUBSEQUENT REVISIONS WILL SERVE AS THE OFFICIAL CONSTRUCTION PLANS. THIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY KIMLEY—HORN AND ASSOCIATES, INC. SHALL BE WITHOUT LIABILITY TO KIMLEY—HORN AND ASSOCIATES, INC. 0, / PROJECT LOCATION VICINITY SCALE: 1 " = MAP 500' 1%2 SHEET NUMBER SHEETTITLE CA-100 COVER SHEET CA-101 GENERAL NOTES CA-102 ALBEMARLE COUNTY GENERAL NOTES CA-103 SPECIAL USE PERMITAND ACCESS MANAGEMENT EXCEPTION CV-101 EXISTING CONDITIONS CE-101 DEMOLITION, PHASE I E&SC PLAN, AND PPP EXHIBIT CS-101 SITE PLAN CS-201 SIGHT DISTANCE PLAN & PROFILE CS-501 SITE DETAILS CS-502 SITE DETAILS CS-503 SITE DETAILS CG-101 GRADING PLAN CG-501 STORMWATER PROFILES & CALCULATIONS CG-502 STORMWATER DETAILS CU-101 UTILITY PLAN CU-501 UTILITY PROFILES & DETAILS CU-502 UTILITY DETAILS CL-101 LIGHTING PLAN CL-501 LIGHTING DETAILS CL-502 LIGHTING DETAILS CP-101 PLANTING PLAN CP-501 PLANTING DETAILS SITE PLAN REVIEW STATUS SUBMIT DATE INITIALS REMARKS 04/05/2021 CBB 1ST ARB SUBMITTAL TO ALBEMARLE COUNTY 04/05/2021 CBB 1STISP SUBMITTAL TO ALBEMARLE COUNTY 09/14/2021 CBB 1ST VSMP SUBMITTAL TO ALBEMARLE COUNTY 09/14/2021 CBB 2ND ARB SUBMITTAL TO ALBEMARLE COUNTY 09/14/2021 CBB 1ST FSP SUBMITTAL TO ALBEMARLE COUNTY 11/19/2021 CBB 3RD ARB SUBMITTAL TO ALBEMARLE COUNTY 11/19/2021 CBB 2ND FSP SUBMITTAL TO ALBEMARLE COUNTY 11/19/2021 CBB 2ND VSMP SUBMITTAL TO ALBEMARLE COUNTY TOTAL NUMBER OF SHEETS: 22 LVAIN AAM, • A M111 • 1 BUILDING AREA: 6,049 SF BUILDING TYPE: W50 FB I VA CANOPY CONFIGURATION TRIPLE STACKED CANOPY TYPE: FLAT # OF MPD'S: 9 TYPE OF MPD'S: (9) 4+1 S.F. OF ASPHALT: 74,923 S.F. S.F. OF LAWN AREA: 20,380 S.F. S.F. OF MULCH AREA: 9,930 S.F. PROJECT DATA SITE STATISTICS PARCEL ID: 061WO-02-OA-00100 SITE ADDRESS: 1215 SEMINOLE TRAI L, CHARLOTTESVILLE, VA 22901 ZONED: C-1,COMMERCIAL MAGISTERIAL DISTRICT: RIO APPLICABLE OVERLAY DISTRICTS: ENTRANCE CORRIDOR AIRPORT IMPACTAREA STEEP SLOPES- MANAGED SPECIAL USE PERMIT: SP1991-00069 EXISTING USE: SERVICE REPAIR GARAGE PROPOSED USE: CONVENIENCE FOOD STORE WITH SERVICE STATION BUILDING SIZE: 6,049 SF BUILDING HEIGHT: 33 FT± TOTAL SITE AREA: 2.26 AC. TOTAL DISTURBED AREA: 2.62 AC. TOTAL IMPERVIOUS COVER: 1.74 AC. ± (77%) OPEN SPACE: 0.52 AC. ± (23%) STEEP SLOPES: DISTURBED FLOOD ZONE: THIS PROPERTY APPEARS TO LIE IN FLOOD ZONE "X" AS SHOWN ON THE FLOOD INSURANCE RATE MAP, MAP COMMUN ITY- PAN EL N UMBER 51003CO278D EFFECTIVE DATE: FEBRUARY4, 2005 WATER: ACSA - MECHLINK CREEK-RIVANNA RIVER WATER SUPPLY WATERSHED SEWER: ACSA SOURCE OFTOPOGRAPHY: TOPOGRAPHIC SURVEYWAS PERFORMED BYJENNING STEPHENSON, P.C. ON NOVEMBER 13, 2020 DATUM: HORIZONTAL CONTROL BASED UPON VIRGINIASTATE PLANE COORDINATE SYSTEM, SOUTH ZONE, NAD 1983 THE VERTICAL DATUM SHOWN HEREON IS BASED ON NAVD 1988 LATITUDE: 38°04'11" N LONGITUDE: 78°29'03" W RECEIVINGWATER(S): RIVANNARIVER- MEADOWCREEK VAHU6CODE: JR14 BUILDING SETBACKS FRONT (SEMINOLE TRAIL): 10' MIN., NO MAX. FRONT (GREENBRIER DRIVE): 10' MIN., NO MAX. SIDE: NONE BACK: NONE PARKING SCHEDULE PARKING REQUIRED: 1SPACE PER 100SQUARE FEETOF RETAIL SALES AREA FORTHE FIRST 5,000SF (RETAIL SALES AREA IS 80-A OF GFA) PARKING CALCULATION: (6,049SFx0.80)/100SF=48SPACES WAWA PARKING PROVIDED: 48SPACES HANDICAP SPACES PROVIDED: 2 SPACES REAR PARKING LOTTO BENEFIT 061WO-02-00-002BO 20SPACES 061WO-02-00-002BO EXISTING PARKING 56SPACES 061WO-02-00-002BO MAX. PARKING 78SPACES 061WO-02-00-002BO PROPOSED PARKING 56SPACES +20SPACES=76SPACES TRAFFIC DATA AM PEAK HOURTRIP (ENTER/EXIT) 252/251 PM PEAK HOURTRIP (ENTER/EXIT) 210/209 VEHICLE TRIPS PER WEEKDAY 5,068 APPROVALS DATE DEPARTMENT OF COMMUNITY DEVELOPMENT PLANNER/ZONING ENGINEER INSPECTIONS ARB DEPARTMENT OF FIRE RESCUE ALBEMARLE COUNTY SERVICE AUTHORITY VIRGINIA DEPARVIENT OF TRANSPORTATION HEALTH DEPARTMENT } m w Q 0 z 0 w 0 N iro M N L ZQ U O LL JZ Z Qo U = cV OU 00 � O U LE a0 r- o 00r-0 � ZN 0 = Q I F Z— } W �Z 'col J O Y 0 Jz N� D0 0 o NJ o 0 RYA PERKINS LIC. No. 046565 11/19/2021 U 0 U U (n � 0 Li CD w� v 0 00 �\ Q < m m on Q m 0 Q" \ z z _ w U U Y Q 4 w LL] W vJ L.L W O 0 0 0� Z w I..L N m ww z w z z � O��y N L.L LL w � Q w m Q SHEET NUMBER CA-1 00 C N N O O 0 a 0 c O m > E O T a 0 D 0 r 3 n 0 N 0 0 0 0 a 0 C 0 m > E Y 0 0 v 0 0 O 0 N `o 3 i yj 0 , C 0 z. J 3 Q ; Y � s z r it 3 :) _ C E) E Q 0 J v 0 r w N C c O 0 C 0 O O 0 Q J 0 a 0 a E c o a N C L 0 `O c 0 o I a � w 0 o O a I a 0 0 5 3 0 0 S D 0 0 s N 3 L O 1 - )o 0 n h U n r c 0 > N J o 1 n J 1 2 a 0 Y 'u N a E o N `O V 0 V 0 N - m L 0 o .L D 0 E N 0 > 0 0 z � N n E D C z c J 0 a N Y 0 z E 7 m N Z) r v i 0 Q c 0 3 8 a o ", 0 C m J 0, 0 0 m � .. 0 0 n n N 0 N C 0 0 � 0 n N 5 c 0 y � , m « 0 s 0 0 0 J O .% 2 0 E m 0 0 0 o i CONSTRUCTION STANDARDS 1. ALL CONSTRUCTION METHODS AND MATERIALS SHALL CONFORM WITH THESE DRAWINGS, PROJECT SPECIFICATIONS, WITH ALL CURRENT APPLICABLE CODES, AND, UNLESS OTHERWISE SPECIFIED, WITH THE LATEST REVISIONS OF THE FOLLOWING REFERENCE DOCUMENTS: A. ALBEMARLE COUNTY CONSTRUCTION STANDARDS AND SPECIFICATIONS B. ACSA GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS C. VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT) ROAD & BRIDGE SPECIFICATIONS D. VDOT ROAD AND BRIDGE STANDARDS E. MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) F. VIRGINIA WORK AREA PROTECTION MANUAL. G. VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK (VESCH) H. VIRGINIA DEPARTMENT OF HEALTH (VDH) SPECIFICATIONS CONSTRUCTION NOTES 1. ALL CONSTRUCTION SHALL CONFORM WITH APPLICABLE STATE (INCLUDING VDOT) AND LOCAL CONSTRUCTION STANDARDS AS IDENTIFIED IN THESE PLANS. THE CONTRACTOR SHALL OBTAIN ALL APPLICABLE PERMITS AND LICENSES AND MAINTAIN COPIES OF THEM ON -SITE AT ALL TIMES DURING CONSTRUCTION. THE CONTRACTOR SHALL MAINTAIN A SET OF CONSTRUCTION DOCUMENTS, SPECIFICATIONS, AND A STORMWATER POLLUTION PREVENTION PLAN (SWPPP) ON -SITE AT ALL TIMES DURING CONSTRUCTION. 2. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THE PROJECT WORK SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIVE TO THE SPECIFICATIONS OR THE RELATIVE CODES, IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD IN WRITING PRIOR TO THE START OF CONSTRUCTION. FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUTE ACCEPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF WORK AS DEFINED BY THE DRAWINGS AND IN FULL COMPLIANCE WITH LOCAL REGULATIONS AND CODES. 3. ALL DIMENSIONS ARE TO FACE OF CURB UNLESS OTHERWISE NOTED. 4. ALL PAINT STRIPING, PAVEMENT MARKINGS, AND SIGNAGE SHALL CONFORM TO THE "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES," MOST CURRENT REVISION OR AS OTHERWISE SPECIFIED. ALL REFERENCED SIGN STANDARDS ARE TAKEN FROM THE "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES". ALL NEW SIGNS SHALL BE MOUNTED ON GALVANIZED POSTS AND IN ACCORDANCE WITH STATE AND LOCAL REGULATIONS. 5. THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING UTILITIES ASSOCIATED WITH THE PROJECT WORK SCOPE DURING CONSTRUCTION. AT LEAST 48 HOURS PRIOR TO ANY DEMOLITION, GRADING, OR CONSTRUCTION ACTIVITY THE CONTRACTOR SHALL NOTIFY "MISS UTILITY" OF VIRGINIA ® 811 FOR PROPER IDENTIFICATION OF EXISTING UTILITIES WITHIN THE PROJECT SITE. 6. ANY DAMAGE OCCURRING TO THE EXISTING SITE INFRASTRUCTURE ON THIS OR THE ADJACENT SITE DURING THE CONSTRUCTION OPERATIONS AND/OR MOBILIZATION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. ALL EXISTING DAMAGED ITEMS INCLUDING CONCRETE AND/OR PAVEMENT SECTIONS SHALL BE RESTORED TO THEIR ORIGINAL CONDITIONS PRIOR TO PROJECT COMPLETION AT THE EXPENSE OF THE CONTRACTOR. 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPLACING WITH MATCHING MATERIALS ANY PAVEMENT, DRIVEWAYS, WALKS, CURBS, ETC. THAT MUST BE CUT OR THAT ARE DAMAGED DURING CONSTRUCTION INSIDE AND OUTSIDE OF THE LIMITS OF CONSTRUCTION. 8. ANY AND ALL UTILITIES AND/OR OBSTRUCTIONS (POWER POLES, TELEPHONE PEDESTALS, GUY WIRES, WATER METERS, ETC.) THAT ARE REQUIRED TO BE RELOCATED OR ADJUSTED DUE TO CONSTRUCTION SHALL BE DONE SO AT THE OWNERS/DEVELOPERS EXPENSE. 9. SLOPES WITHIN THE LIMITS OF THE HANDICAPPED PARKING AREAS SHALL NOT EXCEED 1.5% IN ANY DIRECTION. CROSSWALKS AND SIDEWALKS SHALL HAVE A MAXIMUM CROSS SLOPE OF 1.5% AND A MAXIMUM LONGITUDINAL SLOPE OF 5% IN DIRECTION OF TRAVEL. SLOPES IN HANDICAP RAMPS SHALL BE BUILT IN CONFORMANCE WITH ILATEST ADA CRITERIA AND LOCAL DESIGN STANDARDS. 10. THE CONTRACTOR IS RESPONSIBLE TO REMOVE ALL THE REMOVED/DEMOLISHED MATERIAL FROM THE PROJECT SITE AND DISPOSE OF SAME IN A LEGAL MANNER. 11. TYING TO EXISTING PAVEMENT: EXISTING PAVEMENT SHALL BE NEATLY SAW CUT TO A STRAIGHT LINE AND ALL PAVING ON THE NEW PAVEMENT SIDE OF THE CUT SHALL BE COMPLETELY REMOVED AND REPLACED WITH SPECIFIED MATERIALS. THE CUT LINE SHALL BE FULL -DEPTH AND COATED WITH A TACK COAT TO FURNISH A BOND BETWEEN THE EXISTING SURFACE COURSE AND THE NEW SURFACE COURSE. VDOT GENERAL NOTES 1. ALL MATERIALS AND CONSTRUCTION WITHIN THE PUBLIC RIGHT OF WAY SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION'S ROAD AND BRIDGE SPECIFICATIONS, ROAD AND BRIDGE STANDARDS AND VIRGINIA WORK AREA PROTECTION MANUAL. 2. LAND USE PERMITS (LUP) SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION PRIOR TO BEGINNING ANY CONSTRUCTION WITHIN THE EXISTING STATE MAINTAINED RIGHT-OF-WAY (INCLUDING ACCESS). 3. VDOT REQUIRES NOTIFICATION 48 HOURS PRIOR TO COMMENCING WITH INITIAL CONSTRUCTION ACTIVITIES. PLEASE CONTACT THE APPROPRIATE PERMIT OFFICE IN WHICH YOUR PROPOSED ACTIVITIES ARE TO OCCUR. 4. APPROVAL OF A DETAILED CONSTRUCTION SEQUENCING AND MAINTENANCE OF TRAFFIC PLAN FOR THE WORK ZONE IS A PREREQUISITE FOR ISSUANCE OF A LAND USE PERMIT. THE PLAN SHALL ACCOMMODATE ACCESS TO AND CONSTRUCTION WITHIN VDOT MAINTAINED RIGHT-OF-WAY. 5. WORK ZONES - THE DEPARTMENT SHALL BE NOTIFIED 48 HOURS IN ADVANCE OF ANY ANTICIPATED LANE/SHOULDER CLOSURES ON ROADWAYS CLASSIFIED AS COLLECTOR ROADS OR HIGHER. YOU DO NOT NEED TO CALL TO ACTIVATE YOUR WORK ZONE UNTIL YOU PLACE THE FIRST CONE OR SIGN IN YOUR WORK ZONE. REQUESTS FOR THE IMPLEMENTATION OF TEMPORARY LANE AND SHOULDER CLOSURES MUST BE ENTERED INTO THE VDOT LANE CLOSURE ADVISORY MANAGEMENT SYSTEM (LCAMS) AND VATRAFFIC A MINIMUM OF ONE WEEK PRIOR TO THE PLANNED EXECUTION OF LANE OR SHOULDER CLOSURE ACTIVITIES ON STATE MAINTAINED ROADWAYS. THE PERMITTEE OR THEIR CONTRACTOR MAY ENTER THEIR REQUESTS DIRECTLY OR PROVIDE WRITTEN REQUESTS TO THE CENTRAL REGION TRAFFIC OPERATIONS CENTER (TOC), 804-796-4520, APRIL DABNEY, LANE CLOSURE COORDINATOR, OR MAILTO: APRIL.DABNEY®VDOT.VIRGINIA.GOV WITH 'LANE CLOSURE REQUEST" IN THE SUBJECT LINE. 6. PERMITTEE MUST NOTIFY VIRGINIA DEPARTMENT OF TRANSPORTATION TOC WHEN THERE IS A CRASH IN A WORK ZONE AT 804-796-4520. 7. PRIOR TO ANY CONSTRUCTION, THE CONTRACTOR SHALL CONSULT THE DEVELOPER'S ENGINEERING CONSULTANT AND VERIFY THE APPROVAL OF THE PLANS BY ALL APPLICABLE FEDERAL STATE AND LOCAL AGENCIES. 8. CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND UTILITIES SHOWN ON PLANS IN AREAS OF CONSTRUCTION PRIOR TO STARTING WORK. CONTACT THE DEVELOPER'S ENGINEERING CONSULTANT IMMEDIATELY IF LOCATION OR ELEVATION IS DIFFERENT FROM THAT SHOWN ON PLAN. IF THERE APPEARS TO BE A CONFLICT, OR UPON DISCOVERY OF ANY UTILITY NOT SHOWN ON THIS PLAN, CALL 'MISS UTILITY" AT 811. THE DEVELOPER SHALL BE RESPONSIBLE FOR THE RELOCATION OF ANY UTILITY WITHIN EXISTING AND PROPOSED RIGHT OF WAY REQUIRED BY THE DEVELOPMENT. 9. THE PERMITTEE OR THEIR AGENT MUST CONTACT THE VDOT CUSTOMER SERVICE CENTER AT 1-800-367-7623 A MINIMUM OF 48 HOURS PRIOR TO INITIATING ANY PLANNED EXCAVATION WITHIN 1,000 FEET OF A SIGNALIZED INTERSECTION AND/OR NEAR VDOT ITS INFRASTRUCTURE. EXCAVATION MAY PROCEED ONLY AFTER THE VDOT REGIONAL UTILITY LOCATION AGENT HAS NOTIFIED THE PERMITTEE THAT THE UTILITY MARKING HAS BEEN COMPLETED. ADDITIONAL INFORMATION CAN BE FOUND AT: 10. THE CONTRACTOR SHALL VERIFY THE ELEVATIONS OF ALL POINTS OF CONNECTION OR PROPOSED WORK TO EXISTING CURBS SANITARY LINES WATER LINES ETC., PRIOR TO CONSTRUCTION. 11. DESIGN CHANGES, SPECIFIED MATERIALS CHANGES AND FIELD CHANGES FROM THE APPROVED PLANS SHALL BE RE -SUBMITTED TO VDOT FOR APPROVAL PRIOR TO PROCEEDING WITH THE WORK. A LETTER OF EXPLANATION SHALL ACCOMPANY THE PROPOSED REVISION ALONG WITH DRAINAGE CALCULATIONS WHEN APPROPRIATE. 12. VDOT APPROVAL OF CONSTRUCTION PLANS DOES NOT PRECLUDE THE RIGHT TO REQUIRE ADDITIONAL FACILITIES AS DEEMED NECESSARY FOR ACCEPTANCE OF THE ROADS INTO THE VDOT SECONDARY ROAD SYSTEM BASED ON FIELD CONDITIONS OR UNAPPROVED PLAN CHANGES. 12. TYING TO EXISTING CURB/GUTTER: THE EXISTING PAVEMENT SHALL BE NEATLY SAW CUT AND REMOVED FOR A DISTANCE OF 2'0" FROM FACE OF THE CURB AND 2'0" FROM THE EDGE OF CURB AND GUTTER AND THE SUBGRADE, BASE COURSE, AND PAVING REPLACED WITH NEW PRODUCTS. 13. THESE PLANS ARE BASED ON INFORMATION PROVIDED TO KIMLEY-HORN & ASSOCIATES, INC. AT THE TIME OF PLAN PREPARATION. CONTRACTOR SHALL FIELD VERIFY EXISTING CONDITIONS PRIOR TO CONSTRUCTION AND NOTIFY KIMLEY-HORN & ASSOCIATES, INC. IF ACTUAL SITE CONDITIONS DIFFER FROM THOSE SHOWN ON THE PLAN, OR IF THE PROPOSED WORK WOULD BE INHIBITED BY ANY OTHER SITE FEATURES. 14. ANY DISCREPANCIES ON THE DRAWINGS SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE ARCHITECT AND ENGINEER BEFORE COMMENCING WORK. NO FIELD CHANGES OR DEVIATIONS FROM DESIGN ARE TO BE MADE WITHOUT PRIOR APPROVAL OF THE OWNER AND NOTIFICATION TO THE ENGINEER. NO CONSIDERATION WILL BE GIVEN TO CHANGE ORDERS FOR WHICH THE OWNER AND ENGINEER WERE NOT CONTACTED PRIOR TO CONSTRUCTION OF THE AFFECTED ITEM. 15. ALL DIMENSIONS SHOWN ON THE PLANS SHALL BE FIELD VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. CONTRACTOR SHALL NOTIFY ENGINEER AND OWNER IN WRITING IF ANY DISCREPANCIES EXIST PRIOR TO PROCEEDING WITH CONSTRUCTION. NO EXTRA COMPENSATION SHALL BE PAID TO THE CONTRACTOR FOR WORK HAVING TO BE REDONE DUE TO DIMENSIONS OR GRADES SHOWN INCORRECTLY ON THESE PLANS IF SUCH NOTIFICATION HAS NOT BEEN GIVEN. 16. CONTRACTOR SHALL REFER TO THE ARCHITECTURAL/BUILDING PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF ENTRY/EXIT POINTS, ELEVATIONS, PRECISE BUILDING DIMENSIONS, EXACT BUILDING UTILITY LOCATIONS. 17. IF THE CONTRACTOR DEVIATES FROM THE PLANS AND SPECIFICATIONS, INCLUDING THE NOTES CONTAINED THEREON, WITHOUT FIRST OBTAINING WRITTEN AUTHORIZATION FOR SUCH DEVIATIONS FROM THE OWNER AND ENGINEER, IT SHALL BE RESPONSIBLE FOR THE PAYMENT OF ALL COSTS TO CORRECT ANY WORK DONE, ALL FINES OR PENALTIES ASSESSED WITH RESPECT THERETO AND ALL COMPENSATORY OR PUNITIVE DAMAGES RESULTING THEREFROM. THE CONTRACTOR SHALL INDEMNIFY AND HOLD THE OWNER AND ENGINEER HARMLESS FROM ALL SUCH COSTS TO CORRECT ANY SUCH WORK AND FROM ALL SUCH FINES AND PENALTIES, COMPENSATION AND PUNITIVE DAMAGES AND COSTS OF ANY NATURE RESULTING THEREFROM. 18. BRACING OF UTILITY POLES MAY BE REQUIRED BY UTILITY COMPANIES WHEN TRENCHING OR EXCAVATION IS IN CLOSE PROXIMITY TO THE POLES. THE COST OF BRACING POLES WILL BE BORNE BY THE CONTRACTOR. THERE IS NO SEPARATE PAY ITEM FOR THIS WORK. THE COST IS INCIDENTAL TO THE VARIOUS PAY ITEMS FOR INSTALLATION OF PIPE. 19. ALL EXISTING TRAFFIC AND STREET SIGNS DISTURBED SHALL BE REINSTALLED WHERE APPLICABLE BY THE CONTRACTOR. 20. UNLESS THE PLANS SPECIFICALLY DICTATE TO THE CONTRARY, ON -SITE AND OTHER DIRECTIONAL SIGNS SHALL BE LOCATED OUT OF THE PEDESTRIAN AND AUTOMOBILE ROUTES AND SHALL BE LOCATED BETWEEN THREE TO FIVE FEET BEHIND THE NEAREST BACK OF CURB. SIGN HEIGHT, LOCATION, AND STRUCTURE SHALL BE SUCH THAT THE SIGNS POSE NO THREAT TO PUBLIC SAFETY. DEMOLITION / LAND DISTURBANCE NOTES 1. PRIOR TO STARTING ANY DEMOLITION CONTRACTOR IS RESPONSIBLE FOR/TO: A. ENSURING THAT COPIES OF ALL APPLICABLE PERMITS AND APPROVALS ARE MAINTAINED ON SITE AND AVAILABLE FOR REVIEW. B. INSTALLING THE REQUIRED SOIL EROSION AND SEDIMENT CONTROL AND/OR TREE PROTECTION MEASURES PRIOR TO SITE DISTURBANCE. C. LOCATING (VERTICALLY AND HORIZONTALLY) 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. THE CONTRACTOR SHALL USE AND COMPLY WITH THE REQUIREMENTS OF THE APPLICABLE UTILITY NOTIFICATION SYSTEM TO LOCATE ALL THE UNDERGROUND UTILITIES. D. FAMILIARIZING THEMSELVES WITH THE APPLICABLE UTILITY SERVICE PROVIDER AND IS RESPONSIBLE FOR ALL COORDINATION REGARDING UTILITY DEMOLITION REQUIRED FOR THE PROJECT. THE CONTRACTOR SHALL PROVIDE THE OWNER WRITTEN NOTIFICATION THAT THE EXISTING UTILITIES AND SERVICES HAVE BEEN TERMINATED AND ABANDONED IN ACCORDANCE WITH JURISDICTION AND UTILITY COMPANY REQUIREMENTS. E. COORDINATION WITH UTILITY COMPANIES & ADJACENT LANDOWNERS/BUSINESSES REGARDING WORKING "OFF-PEAK" HOURS OR ON WEEKENDS AS MAY BE REOUIRED TO MINIMIZE THE IMPACT ON THE AFFECTED PARTIES. 2. NEITHER KIMLEY-HORN & ASSOCIATES, INC. NOR THE OWNER IS RESPONSIBLE FOR JOB SITE SAFETY OR SUPERVISION. CONTRACTOR IS TO PROCEED WITH THE DEMOLITION IN A SYSTEMATIC AND SAFE MANNER, FOLLLOWING ALL OSHA REQUIREMENTS, TO ENSURE PUBLIC AND CONTRACTOR SAFETY. 13. VDOT APPROVAL OF THESE PLANS WILL EXPIRE FIVE (5) YEARS FROM THE DATE OF APPROVAL FOR SITE PLANS AND SUBDIVISION PLANS IF CONSTRUCTION HAS NOT STARTED. 14. PRELIMINARY DESIGN OF THE PAVEMENT STRUCTURE FOR ALL SUBDIVISION STREETS SHALL BE IN ACCORDANCE WITH THE CURRENT EDITION OF THE PAVEMENT DESIGN GUIDE FOR SUBDIVISION AND SECONDARY ROADS IN VIRGINIA. THE COMPLETED DESIGN WORKSHEET APPENDIX IV SHALL BE INCLUDED WITH THE INITIAL PLAN SUBMITTAL FOR EACH PROPOSED PAVEMENT SECTION UTILIZING THE PREDICTED SOIL SUPPORT VALUE SHOWN IN APPENDIX I OF THE PAVEMENT DESIGN GUIDE OR AS REPORTED IN A GEOTECHNICAL ANALYSIS OF THE ON -SITE SOILS. 15. A COPY OF THE COMPLETE CBR REPORT SHALL BE SUBMITTED TO VDOT IN CONJUNCTION WITH FINAL PAVEMENT DESIGNS. ALL PAVEMENT DESIGN RECOMMENDATIONS SHALL BE PERFORMED IN ACCORDANCE WITH THE CURRENT EDITION OF PAVEMENT DESIGN GUIDE FOR SUBDIVISION AND SECONDARY ROADS IN VIRGINIA. 16. ALL VEGETATION AND ORGANIC MATERIAL SHALL BE REMOVED FROM THE RIGHT OF WAY LIMITS PRIOR TO CONDITIONING OF THE SUBGRADE. 17. UPON DISCOVERY OF SOILS THAT ARE UNSUITABLE FOR FOUNDATIONS, SUBGRADES, OR OTHER ROADWAY CONSTRUCTION PURPOSES, THE DEVELOPER OR HIS DESIGNEE, WHICH MAY BE THE CONTRACTOR, SHALL IMMEDIATELY ENGAGE A GEOTECHNICAL ENGINEER AND NOTIFY VDOT. THESE AREAS SHALL BE EXCAVATED BELOW PLAN GRADE AS DIRECTED BY THE GEOTECHNICAL ENGINEER, BACKFILLED WITH SUITABLE MATERIAL AND COMPACTED IN ACCORDANCE WITH CURRENT VDOT SPECIFICATIONS. 18. THE NECESSITY AND LOCATIONS FOR ADDITIONAL VDOT STANDARD UNDERDRAINS SHALL BE DETERMINED AT TIME OF SUBGRADE INSPECTION. VIDEO INSPECTION OF ACCESSIBLE OUTLET LOCATIONS, MAINLINE LONGITUDINAL CONNECTIONS, AND LONGITUDINAL PIPE FOR ALL PAVEMENT UNDERDRAINS, CROSS DRAINS, EDGEDRAINS AND PREFABRICATED GEOCOMPOSITE PANEL DRAINS SHALL BE CONDUCTED IN ACCORDANCE WITH SECTION 501 OF THE ROAD AND BRIDGE SPECIFICATIONS AND VIRGINIA TEST METHOD 108 - POST INSTALLATION INSPECTION OF UNDERDRAINS, CROSSDRAINS, AND EDGEDRAINS. 19. VDOT SHALL HAVE PERFORMED THE REQUIRED FIELD INSPECTION (PROOF ROLL) PRIOR TO PLACEMENT OF THE AGGREGATE BASE COURSE(S). CONTACT VDOT FOR SUBGRADE INSPECTION 48 HOURS PRIOR TO SCHEDULING PLACEMENT OF AGGREGATE BASE COURSE(S). 20. THE SCHEDULING OF AGGREGATE BASE INSTALLATION AND SUBSEQUENT PAVING ACTIVITIES SHALL ACCOMMODATE FORECASTED WEATHER CONDITIONS PER SECTION 315 OF THE ROAD AND BRIDGE SPECIFICATIONS. 21. VDOT SHALL HAVE APPROVED THE AGGREGATE BASE COURSE(S) FOR DEPTH, TEMPLATE AND PERFORMED THE REQUIRED FIELD INSPECTION PROOF ROLL PRIOR TO PLACEMENT OF ANY ASPHALT CONCRETE SURFACE COURSE(S). CONTACT VDOT FOR INSPECTION OF THE AGGREGATE BASE COURSE(S) 48 HOURS PRIOR TO APPLICATION OF THE SURFACE COURSE(S). 22. A LICENSED GEOTECHNICAL ENGINEER OR HIS DESIGNEE SHALL ASCERTAIN CAUSE AND CERTIFY RECOMMENDED METHOD OF REPAIR FOR ALL PAVEMENT STRUCTURAL FAILURES PRIOR TO STATE ACCEPTANCE. 23. VDOT SHALL BE PROVIDED DOCUMENTATION BY A LICENSED GEOTECHNICAL ENGINEER, CERTIFYING THAT ALL IN -PLACE PAVEMENTS MEET OR EXCEED THE APPROVED PAVEMENT DESIGN THICKNESS PRIOR TO STATE ACCEPTANCE OF THE STREET. CORES ARE TO BE OBTAINED VERIFYING PAVEMENT THICKNESS UNLESS OTHERWISE DIRECTED BY VDOT. THE PERMIT'S INSPECTOR SHALL BE CONTACTED 24 HOURS PRIOR TO THE CORE SAMPLES BEING TAKEN. 24. ALL STORM SEWER DESIGN AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH LATEST VDOT DRAINAGE MANUAL, ROAD AND BRIDGE STANDARDS, AND IIMS. 25. ALL PRE -CAST UNITS SHALL BE VDOT APPROVED. CERTIFICATION AND VDOT STAMP IS REQUIRED ON ALL UNITS. 26. ALL CONCRETE SHALL BE CLASS A3-AE (AIR ENTRAINED 3,000 PSI) UNLESS OTHERWISE SPECIFIED. 27. ALL ROADSIDE DITCHES SHOWN AS PAVED ON PLANS ARE TO BE PAVED IN ACCORDANCE WITH THE STANDARD TYPICAL SECTION AS SHOWN ON THE PLANS. ANY ADDITIONAL PAVING OF THE DITCHES, 3. THE CONTRACTOR SHALL PROVIDE ALL THE "MEANS AND METHODS" NECESSARY TO PREVENT MOVEMENT, SETTLEMENT, OR COLLAPSE OF EXISTING STRUCTURES, AND ANY OTHER IMPROVEMENTS THAT ARE REMAINING ON OR OFF SITE. THE DEMOLITION CONTRACTOR IS RESPONSIBLE FOR ALL REPAIRS OF DAMAGE TO ALL ITEMS THAT ARE TO REMAIN AS A RESULT OF HIS ACTIVITIES. 4. IN THE ABSENCE OF SPECIFICATIONS, THE CONTRACTOR SHALL PERFORM EARTH MOVEMENT ACTIVITIES, DEMOLITION AND REMOVAL OF ALL FOUNDATION WALLS, FOOTINGS, AND OTHER MATERIALS WITHIN THE LIMITS OF DISTURBANCE WITH DIRECTION BY OWNER'S STRUCTURAL OR GEOTECHNICAL ENGINEER. 5. CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL AND GENERALLY ACCEPTED SAFE PRACTICES IN CONFORMANCE WITH: THE "MANUAL ON UNIFORM TRAFFIC CONTROL," AS WELL AS FEDERAL, STATE, AND LOCAL REGULATIONS WHEN DEMOLITION RELATED ACTIVITIES IMPACT ROADWAYS OR ROADWAY RIGHTS - OF - WAY. 6. CONDUCT DEMOLITION ACTIVITIES IN SUCH A MANNER TO ENSURE MINIMUM INTERFERENCE WITH ROADS, STREETS, SIDEWALKS, WALKWAYS, AND OTHER ADJACENT FACILITIES. STREET CLOSURE PERMITS MUST BE RECEIVED FROM THE APPROPRIATE GOVERNMENTAL AUTHORITY. 7. USE DUST CONTROL MEASURES TO LIMIT AIRBORNE DUST AND DIRT RISING AND SCATTERING IN THE AIR IN ACCORDANCE WITH FEDERAL, STATE, AND/OR LOCAL STANDARDS. AFTER THE DEMOLITION IS COMPLETE, ADJACENT STRUCTURES AND IMPROVEMENTS SHALL BE CLEANED OF ALL DUST AND DEBRIS CAUSED BY THE DEMOLITION OPERATIONS. THE CONTRACTOR IS RESPONSIBLE FOR RETURNING ALL ADJACENT AREAS TO THEIR "PRE -DEMOLITION" CONDITION. 8. CONTRACTOR IS RESPONSIBLE TO SAFEGUARD SITE AS NECESSARY TO PERFORM THE DEMOLITION IN SUCH A MANNER AS TO PREVENT THE ENTRY OF UNAUTHORIZED PERSONS AT ANY TIME. 9. THIS DEMOLITION PLAN IS INTENDED TO IDENTIFY THOSE EXISTING ITEMS/CONDITIONS WHICH ARE TO BE REMOVED. IT IS NOT INTENDED TO PROVIDE DIRECTION OTHER THAN THAT ALL METHODS AND MEANS ARE TO BE IN ACCORDANCE WITH STATE, FEDERAL, LOCAL, AND JURISDICTIONAL REQUIREMENTS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL OSHA AND OTHER SAFETY PRECAUTIONS NECESSARY TO PROVIDE A SAFE WORK SITE. 10. DEBRIS SHALL NOT BE BURIED ON THE SUBJECT SITE. ALL DEMOLITION WASTES AND DEBRIS (SOLID WASTE) SHALL BE DISPOSED OF IN ACCORDANCE WITH ALL LOCAL STATE AND FEDERAL LAWS AND APPLICABLE CODES. DRAINAGE / STORMWATER NOTES 1. ALL STORM SEWER PIPES, MANHOLES, AND CURB INLETS SHALL BE CLEANED OF DEBRIS AND ERODED MATERIALS AT THE LAST STAGES OF CONSTRUCTION. 2. STORM DRAIN PIPE AND FLARED END SECTIONS ARE TO BE FURNISHED AND INSTALLED IN ACCORDANCE WITH SECTION 302 OF VDOT ROAD AND BRIDGE SPECIFICATIONS AND SHALL CONFORM TO THE REQUIREMENTS OF ASTM DESIGNATION C-76 FOR REINFORCED CONCRETE CULVERT AND STORM DRAIN PIPE. ALL PIPE FOR STORM DRAINS SHALL BE REINFORCED CONCRETE CLASS III UNLESS INDICATED OTHERWISE ON THE PLANS. THE CONTRACTOR SHALL USE A PREFORMED FLEXIBLE PLASTIC SEALING COMPOUND OF BUTYL MASTIC ROPE SEALER - 1" SIZE, "EZ STICK" AS MANUFACTURED BY CONCRETE PRODUCTS SUPPLY OR AN APPROVED EQUAL FOR SEALING WATER -TIGHT JOINTS. VERTICAL CLEARANCE OF 12" BETWEEN STORM AND OTHER UTILITIES IS REQUIRED UNLESS OTHERWISE NOTED. 3. ALL EXISTING STORM SEWER PIPES, DROP INLETS, AND CURB INLETS BEING UTILIZED BY A PART OF THE DRAINAGE SYSTEM SHALL BE CLEANED OF ERODED MATERIAL AT ALL STAGES OF CONSTRUCTION, AS DIRECTED BY THE ENGINEER. THE COST INCIDENTAL TO THIS IS TO BE INCLUDED IN THE CONTRACT PRICE FOR THE OTHER DRAINAGE ITEMS. 4. STORM SEWER PIPES AS SHOWN ON THE PLANS ARE MEASURED FROM THE CENTERLINE OF EACH STRUCTURE AND INVERT ELEVATIONS ARE ESTABLISHED BASED ON THIS CENTER LINE DISTANCE. LENGTH CALL OUTS FOR PIPES WITH FLARED END SECTIONS WILL BE MEASURED TO THE JOINT. CONTRACTOR SHALL LOCATE ALL END SECTIONS TO MATCH THE BANK SLOPE AND THE PIPE SLOPE SHALL BE ADJUSTED AS NECESSARY. 5. BOOT CONNECTIONS SHALL BE PROVIDED FOR ALL PLASTIC PIPES THAT TIE INTO A CONCRETE STRUCTURE. 6. GENERAL CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES HAVING UNDERGROUND UTILITIES ON SITE OR IN RIGHT-OF-WAY PRIOR TO EXCAVATION. CONTRACTOR SHALL CONTACT UTILITY LOCATING COMPANY AND LOCATE ALL UTILITIES PRIOR TO GRADING START. SEE EXISTING CONDITIONS SHEET FOR UTILITY CONTACT INFORMATION. 7. SITE GRADING SHALL NOT PROCEED UNTIL EROSION CONTROL MEASURES HAVE BEEN INSTALLED AND APPROVED BY APPLICABLE AUTHORITY. 8. ALL ELEVATIONS ARE IN REFERENCE TO THE BENCHMARK, AND THIS MUST BE VERIFIED AND LOCATED BY THE GENERAL CONTRACTOR PRIOR TO GROUND BREAKING. 9. CONTRACTOR SHALL ENSURE POSITIVE DRAINAGE SO THAT RUNOFF WILL DRAIN BY GRAVITY FLOW ACROSS NEW PAVEMENT AREAS TO NEW OR EXISTING DRAINAGE INLETS OR SHEET FLOW OVERLAND. 10. THE CONTRACTOR SHALL ADHERE TO ALL TERMS & CONDITIONS AS OUTLINED IN THE GENERAL V.S.M.P. PERMIT FOR STORMWATER DISCHARGE ASSOCIATED WITH CONSTRUCTION ACTIVITIES. 11. ALL DRAINAGE STRUCTURES AND STORM SEWER PIPES SHALL MEET HEAVY DUTY TRAFFIC (H20) LOADING AND BE INSTALLED ACCORDINGLY. OTHER THAN THOSE SHOWN ON THE ROAD PLANS WILL BE DETERMINED PRIOR TO ACCEPTANCE OF THE ROADS INTO THE VDOT SECONDARY ROAD SYSTEM. 28. ROAD & BRIDGE SPECIFICATIONS SECTION 302, DRAINAGE STRUCTURES ADDRESSES POST INSTALLATION VISUAL/VIDEO CAMERA INSPECTION OF STORM SEWER PIPES AND PIPE CULVERTS. INSPECTION FREQUENCY SHALL BE IN ACCORDANCE WITH THE SPECIFICATIONS AND/OR AS NECESSITATED BY THE ENGINEER. VIDEO INSPECTION SHALL BE CONDUCTED IN ACCORDANCE WITH VIRGINIA TEST METHOD (VTM) 123, POST INSTALLATION INSPECTION OF BURIED STORM SEWER PIPE AND PIPE CULVERTS. 29. A CONSTRUCTION ENTRANCE SHALL BE INSTALLED ON EACH INDIVIDUAL LOT PRIOR TO ANY LOT GRADING OR HOME CONSTRUCTION ACTIVITIES AND SHALL BE ADEQUATELY MAINTAINED UNTIL ALL CONSTRUCTION TRAFFIC AREAS WITHIN THE LOT HAVE BEEN STABILIZED. 30. ALL ENTRANCES SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH CURRENT VDOT STANDARDS. RESIDENTIAL LOT ACCESS SHALL BE PROVIDED PER THE FOLLOWING CRITERIA: • ALL DRIVEWAY ENTRANCES AND ENTRANCE CULVERTS SHALL CONFORM TO PE-1 PRIVATE ENTRANCE STANDARDS UNLESS OTHERWISE APPROVED BY VDOT. NO ENTRANCE CULVERTS ARE TO BE INSTALLED WITHIN FIVE (5) FEET OF A PROPERTY CORNER. • VDOT STANDARD CG-9D ENTRANCES SHALL BE USED WHEN AN ENTRANCE IS REQUIRED IN CURB AND GUTTER NEIGHBORHOODS UNLESS OTHERWISE APPROVED BY VDOT. 31. DRY GUTTER IS NOT ALLOWED IN VDOT RIGHT OF WAY EXCEPT AS SHOWN ON VDOT'S ENTRANCE STANDARD DETAILS. 32. THE DEVELOPER SHALL FURNISH AND INSTALL STOP SIGNS AND STOP BARS AT STREET INTERSECTIONS AND ALL REGULATORY SIGNAGE PER THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES. ALL SIGNS MUST BE INSTALLED ON VDOT STANDARD STP-1 SIGN POSTS. 33. INSTALLATION, MAINTENANCE AND OPERATION OF STREET LIGHTING SHALL BE PROVIDED BY AND AT THE SOLE EXPENSE OF OTHERS. VDOT WILL ALLOW LIGHTING WITHIN THE RIGHT OF WAY BY LUP ONLY. LIGHTING ON CURB SECTIONS SHALL BE PLACED BEHIND THE CURB AND PREFERABLY BEHIND THE SIDEWALK. FOR SHOULDER SECTIONS, THE POLE SHALL BE PLACED A MINIMUM OF 10' FROM EDGE OF PAVEMENT AND BEHIND THE DITCH LINE. ALL LIGHTING PROPOSED WITHIN THE RIGHT OF WAY MUST BE DESIGNED IN ACCORDANCE WITH THE AASHTO GUIDE FOR ROADWAY LIGHTING AND SHALL MEET THE CURRENT ILLUMINATING ENGINEERING SOCIETY OF NORTH AMERICA (IESNA) STANDARDS. 34. TRAFFIC SIGNALS REQUIRE AN INDIVIDUAL LAND USE PERMIT. THE APPLICANT SHALL BE RESPONSIBLE FOR THE DESIGN COSTS OF ANY TRAFFIC SIGNAL INSTALLATION OR MODIFICATION OF EXISTING SIGNALS. DESIGN PLANS MUST BE PREPARED AND SUBMITTED TO VDOT BY A LICENSED PROFESSIONAL ENGINEER FOR REVIEW AND APPROVAL. THIS INCLUDES THE FOUNDATION DESIGN AND ANY EQUIPMENT ASSOCIATED WITH THE COMPLETED TRAFFIC SIGNAL. ALL EQUIPMENT MUST BE APPROVED BY VDOT. SHOP DRAWINGS MUST BE SUBMITTED FOR REVIEW AND APPROVAL PRIOR TO FABRICATING ANY SIGNAL STRUCTURAL COMPONENTS. 35. SOIL STABILIZATION IS REQUIRED WITHIN 7 DAYS FOR ALL AREAS WHERE CLEARING GRADING EXCAVATION OR OTHER LAND DISTURBING ACTIVITIES HAVE PERMANENTLY CEASED OR WHERE LAND DISTURBANCE ACTIVITIES HAVE BEEN TEMPORARILY SUSPENDED FOR AN ANTICIPATED DURATION OF GREATER THAN 7 DAYS, OR UPON COMPLETION OF GRADING OPERATIONS FOR A SPECIFIED AREA. SOIL STABILIZATION SHALL BEGIN AS SOON AS PRACTICABLE, BUT NOT LATER THAN THE SEVEN DAYS FOLLOWING THE DAY WHEN LAND DISTURBING ACTIVITIES TEMPORARILY OR PERMANENTLY CEASED. 36. NO STRUCTURE SHALL BE CONSTRUCTED ON STATE MAINTAINED RIGHTS OF WAY, OR ON RIGHT OF WAYS INTENDED TO BE MAINTAINED BY VDOT UNLESS SAID STRUCTURES ARE SHOWN ON CONSTRUCTION PLANS APPROVED BY VDOT OR SUCH STRUCTURES ARE COVERED BY A VDOT LAND USE PERMIT (OR BY A LETTER OF INTENT FROM THE RESIDENT ADMINISTRATOR/RESIDENT ENGINEER TO ISSUE SAID PERMIT AT THE TIME OF STATE ACCEPTANCE). 12. IF ANY EXISTING STRUCTURES TO REMAIN ARE DAMAGED DURING CONSTRUCTION IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO REPAIR AND/OR REPLACE THE EXISTING STRUCTURE AS NECESSARY TO RETURN IT TO EXISTING CONDITIONS OR BETTER. 13. AFTER PLACEMENT OF SUBGRADE AND PRIOR TO PLACEMENT OF PAVEMENT, CONTRACTOR SHALL EST AND OBSERVE PAVEMENT AREAS FOR EVIDENCE OF PONDING. ALL AREAS SHALL ADEQUATELY DRAIN TOWARDS THE INTENDED STRUCTURE TO CONVEY STORM RUNOFF. CONTRACTOR SHALL IMMEDIATELY NOTIFY OWNER AND ENGINEER IF ANY DISCREPANCIES ARE DISCOVERED. UTILITY NOTES 1. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES OR UTILITIES BY OTHERS AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES, AND WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANIES AT LEAST 72 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. 2. THE CONTRACTOR SHALL FAMILIARIZE THEMSELVES WITH THE APPLICABLE UTILITY SERVICE PROVIDER REQUIREMENTS AND IS RESPONSIBLE FOR ALL COORDINATION REGARDING UTILITY DEMOLITION AS IDENTIFIED OR REQUIRED FOR PROJECT. THE CONTRACTOR SHALL PROVIDE THE OWNER WRITTEN NOTIFICATION THAT THE EXISTING UTILITIES AND SERVICES HAVE BEEN TERMINATED AND ABANDONED IN ACCORDANCE WITH JURISDICTION AND UTILITY COMPANY REQUIREMENTS. 3. CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF SITE PLAN DOCUMENTS AND ARCHITECTURAL DESIGN FOR EXACT BUILDING UTILITY CONNECTION LOCATIONS, DOOR ACCESS, AND EXTERIOR GRADING. THE UTILITY SERVICE SIZES ARE TO BE DETERMINED BY THE ARCHITECT. THE CONTRACTOR SHALL COORDINATE INSTALLATION OF UTILITIES/SERVICES WITH THE INDIVIDUAL COMPANIES, TO AVOID CONFLICTS AND ENSURE PROPER DEPTHS ARE ACHIEVED. THE JURISDICTION UTILITY REQUIREMENTS SHALL ALSO BE MET, AS WELL AS COORDINATING THE UTILITY TIE-INS/CONNECTIONS PRIOR TO CONNECTING TO THE EXISTING UTILITY/SERVICE. WHERE CONFLICTS EXIST WITH THESE SITE PLANS, ENGINEER IS TO BE NOTIFIED PRIOR TO CONSTRUCTION TO RESOLVE. 4. THE CONTRACTOR SHALL PERFORM WHATEVER TEST EXCAVATION OR OTHER INVESTIGATION IS NECESSARY TO VERIFY TIE-IN INVERTS, LOCATIONS AND CLEARANCES, AND SHALL REPORT IMMEDIATELY ANY DISCREPANCIES TO KIMLEY- HORN AND ASSOCIATES, INC. AT (804) 673-3882. 5. THE CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OF ALL UTILITIES TO REMAIN IN PLACE. 6. MAINTAIN A MINIMUM OF 18" OF VERTICAL CLEARANCE BETWEEN STORM SANITARY AND ALL UTILITIES UNLESS OTHERWISE NOTED). 7. CROSS CONNECTION CONTROL AND BACK FLOW PREVENTION SHALL BE IN ACCORDANCE WITH THE UNIFORM STATEWIDE BUILDING CODE. 8. CONTRACTOR SHALL COORDINATE WITH THE FIRE MARSHAL BEFORE INSTALLING FIRE LANE SIGNS AND MARKINGS. 9. ALL CLEANOUTS WITHIN VEHICULAR AREAS SHALL BE TRAFFIC BEARING. 10. CONTRACTOR SHALL SAW CUT, REMOVE, AND REPLACE ASPHALT PAVEMENT AS NECESSARY TO INSTALL UNDERGROUND ELECTRIC, TELEPHONE, SANITARY SEWER, WATER, AND COMMUNICATION CONDUITS. 11. UNDERGROUND UTILITIES INSTALLED ON PRIVATE PROPERTY OR IN PRIVATE UTILITY EASEMENTS AND BUILDING RELATED STORM DRAINS SHALL BE DESIGNED AND INSTALLED PER THE CURRENT EDITION OF THE VIRGINIA UNIFORM STATEWIDE BUILDING CODE. 12. PROPOSED CROSSINGS WITH EXISTING UNDERGROUND UTILITIES SHALL BE FIELD VERIFIED BY TEST PIT PRIOR TO COMMENCEMENT OF CONSTRUCTION. 13. THE RIM ELEVATIONS OF EXISTING MANHOLES, INLET STRUCTURES, AND SANITARY CLEANOUT TOPS SHALL BE ADJUSTED, IF REQUIRED, TO MATCH PROPOSED GRADES IN ACCORDANCE WITH ALL APPLICABLE STANDARDS. 14. ALL WATER, SEWER AND FIRE LINES REQUIRE NEW INSPECTION AND TESTING PROCEDURES. THE ACSA PERFORMS ANY TESTING AND INSPECTIONS OF THE PUBLIC SEWER AND WATER MAIN(S). THE ALBEMARLE COUNTY BUILDING INSPECTIONS DEPARTMENT (ACBID) DOES A VISUAL INSPECTION AND WITNESSES THE TESTING OF THE BUILDING DRAIN, WATER SERVICE PIPE AND THE SPRINKLER LEAD-IN CONNECTION. THE DEVELOPER/CONTRACTOR IS RESPONSIBLE TO RETAIN A SPECIAL INSPECTOR AS OUTLINED IN THE UPDATED ALBEMARLE COUNTY POLICY FOR SITE UTILITIES TO PERFORM THE VISUAL INSPECTION AND TESTING OF ALL UTILITIES NOT COVERED BY THE ACSA OR ACBID. THIS INCLUDES BUILDING SEWERS, WATER AND FIRE LINE BRANCHES BETWEEN THE MAIN AND THE METER(S)/BUILDING(S). THE SPECIAL INSPECTOR'S REPORT MUST BE SUBMITTED AND APPROVED BY THE ALBEMARLE COUNTY ENGINEERING DEPARTMENT PRIOR TO A CERTIFICATE OF OCCUPANCY BEING ISSUED. TRAFFIC CONTROL NOES 1. WHENEVER CONSTRUCTION OPERATIONS ENCROACH ON THE RIGHT -OF WAY OF ADJACENT ROADWAYS, TRAFFIC CONTROL SHALL BE PROVIDED IN ACCORDANCE WITH LOCAL AND STATE STANDARDS. 2. NO MATERIALS OR EQUIPMENT SHALL BE STORED OR STOCKPILED WITHIN THE RIGHT-OF-WAY OF ADJACENT ROADWAYS. 3. THE CONTRACTOR WILL BE SOLELY RESPONSIBLE FOR COMPLETING AND IMPLEMENTING TRAFFIC CONTROL PLAN. BUILDING INSPECTION NOTES: 1. ACCESSIBLE PARKING SPACES, ACCESS ISLES, AND ACCESSIBLE ROUTE SHALL BE INSTALLED IN ACCORDANCE WITH ICC ANSI A117.1-09 AND THE 2015 VIRGINIA CONSTRUCTION CODE. 2. ALL WATER, SEWER LINES, AND FIRE LINES FROM THE MAIN TO THE STRUCTURE LOCATED ON PRIVATE PROPERTY MUST HAVE A VISUAL INSPECTION PERFORMED BY THE BUILDING DEPARTMENT. 3. BUILDINGS OR STRUCTURES BUILT BEFORE JANUARY 1, 1985 MUST HAVE AN ASBESTOS SURVEY PERFORMED IN ORDER TO APPLY FOR A DEMOLITION PERMIT. ASBESTOS REMOVAL PERMITS ARE REQUIRED IF POSITIVE FOR SUCH FROM ALBEMARLE COUNTY AND VDOLI. CONTACT VDOLI FOR THEIR ADDITIONAL REQUIREMENTS AND PERMITS FOR DEMOLITION PROJECTS AT 540-562-3580 X131. ALL CONSTRUCTION METHODS AND MATERIAL SHALL CONFORM TO THESE DRAWINGS, PROJECT SPECIFICATIONS, STANDARDS WITH ALL CURRENT APPLICABLE CODES, AND, UNLESS OTHERWISE SPECIFIED, WITH THE CURRENT EDITIONS AND LATEST REVISIONS OF THE FOLLOWING REFERENCE DOCUMENTS: • VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT) ROAD & BRIDGE SPECIFICATIONS • VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT) ROAD & BRIDGE STANDARDS • MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) VIRGINIA SUPPLEMENT TO THE MUTCD • INSTRUCTIONAL AND INFORMATIONAL MEMORANDA (IIM) VIRGINIA WORK AREA PROTECTION MANUAL SPECIFIC STANDARDS AND DETAILS FROM THE CURRENT AND OR REVISED VERSION OF THE 2016 VDOT ROAD AND BRIDGE STANDARDS INCLUDE: WP-2 (ASPHALT PAVEMENT WIDENING FOR WIDENING SUBJECT TO TRAFFIC) - CC-11 (METHOD OF TREATMENT - CONNECTION FOR STREET INTERSECTIONS AND COMMERCIAL ENTRANCES) - CG-12 (DETECTABLE WARNING SURFACE - TYPE B (PARALLEL) APPLICATION) - CG-6 (COMBINATION 6" CURB AND GUTTER) - MH-1 (STANDARD MANHOLE FRAME AND COVER) - MH-1 (MANHOLE FOR 12"-48" PIPE CULVERTS) IS-1 (STANDARD METHOD OF SHAPING MANHOLE & INLET INVERTS) - DI-3A, 3B, 3C (STANDARD CURB DROP INLET - 12"-30" PIPE: MAXIMUM DEPTH (H)=8') - DI-1 (STANDARD DROP INLET - 12"-24" PIPE: MAXIMUM DEPTH (H)=10') - PB-1 (INSTALL. OF PIPE CULVERTS AND STORM SEWERS CIRC. PIPE BEDDING AND BACKFILL - METHOD "A") - ST-1 (STANDARD STEP) - DI-2A, 2B, 2C (STANDARD CURB DROP INLET - 12"-24" PIPE: MAXIMUM DEPTH (H)=9') - GR-2, 2A (STANDARD BLOCKED -OUT W-BEAM GUARDRAIL (STRONG POST SYSTEM)) - GR-2, 2A (STANDARD BLOCKED -OUT W-BEAM GUARDRAIL (STRONG POST SYSTEM, POST AND BLOCKOUT DETAILS)) w Q 0 0 z 0 V5 > w 0-1 0 rl) N a r7 N LZQ z< O Ldo �z Qo U N C) OU m �E 00 O U a 1 o I z z 00�o ^ Q � Z- 0 r W �7 co J O_ U1 � 0 W w003 Y x � IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII �3 a- y J N 3 00 N J O� 0 0 "7 v� RYA PERKINS LIC. No. 046565 II/I9/2mI F__ U O N O m U N m w o o00 o wN Ln F__� Q cn > r m a-0- Q O m 0 Q - z z W _ � 3 Y V w � U O O S U W W O Z J N< 0. W Z W Z Q I11 I..LI T V J E N m W ~ Z w W z D 000 W r' 0. 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Where urban cross sections are installed, all residential driveway entrances shall conform General Construction Notes to VDOT CG-9(A, B or Q. 6. Where rural cross sections are installed, all residential driveway entrances shall conform to 1. Prior to any construction within any existing public right -of --way, including connection to VDOT standard PE-1. any existing road, a permit shall be obtained from the Virginia Department of 7. Compliance with the minimum pavement width, shoulder width and ditch sections, as Transportation (VDOT). This plan as drawn may not accurately reflect the requirements of shown on the typical pavement section detail, shall be strictly adhered to. the permit. Where any discrepancies occur the requirements of the permit shall govern. 8. Road plan approval for subdivisions is subject to final subdivision plat validation. Should 2. All materials and construction methods shall conform to current specifications and the final plat for this project expire prior to signing and recordation, then approval of these standards of VDOT unless otherwise noted. plans shall be null and void. 3. Erosion and siltation control measures shall be provided in accordance with the approved 9. All signs or other regulatory devices shall conform with the Virginia Manual for Uniform erosion control plan and shall be installed prior to any clearing, grading or other Traffic Control Devices and the Albemarle County Road Naming and Property Numbering construction. Ordinance and Manual. 4. All slopes and disturbed areas are to be fertilized, seeded and mulched. 10. Traffic control or other regulatory signs or barricades shall be installed by the developer 5. The maximum allowable slope is 2:1 (horizontal:vertical). Where reasonably obtainable, when, in the opinion of the County Engineer, or designee, they are deemed necessary in lesser slopes of 3:1 or better are to be achieved. order to provide safe and convenient access. 6. Paved, rip -rap or stabilization mat lined ditch maybe required when in the opinion of the 11. The speed limits to be posted on speed limit signs are 5 mph below the design speed, or as County Engineer, or designee, it is deemed necessary in order to stabilize a drainage determined by VDOT for public roads. channel. 12. VDOT standard CD-1 or CD-2 cross -drains under to be installed under the subbase 7. All traffic control signs shall conform with the Virginia Manual for Uniform Traffic material at all cut and fill transitions and grade sag points as shown on the road profiles. Control Devices. 13. A video camera inspection is required for all storm sewers and culverts that are deemed 8. Unless otherwise noted all concrete pipe shall be reinforced concrete pipe -Class III. inaccessible to VDOT or County inspections. The video inspection shall be conducted in 9. All excavation for underground pipe installation must comply with OSHA Standards for accordance with VDOT's video camera inspection procedure and with a VDOT or County the Construction Industry (29 CFR Part 1926). inspector present. General Construction Notes for Streets (This list is in addition to the General Construction General construction notes for Erosion and Sediment Control plans Notes) 1. The plan approving authority must be notified one week prior to the pre -construction 1. Construction inspection of all proposed roads within the development will be made by the conference, one week prior to the commencement of land disturbing activity, and one week County. The contractor must notify the Department of Community Development (296- prior to the final inspection. 5832) 48 hours in advance of the start of construction. 2. All erosion and sediment control measures will be constructed and maintained according to 2. Upon completion of fine grading and preparation of the roadbed subgrade, the contractor minimum standards and specifications of the Virginia Erosion and Sediment Control shall have CBR tests performed on the subgrade soil. Three (3) copies of the test results Handbook and Virginia Regulations VR 625-02-00 Erosion and Sediment Control shall be submitted to the County. If a subgrade soil CBR of 10 or greater is not obtainable, Regulations. a revised pavement design shall be made by the design engineer and submitted with the test 3. All erosion and sediment control measures are to be placed prior to or as the first step in results for approval. clearing. 3. Surface drainage and pipe discharge must be retained within the public right -of --way or 4. A copy of the approved erosion and sediment control plan shall be maintained on the site at within easements prior to acceptance by the County. All drainage outfall easements are to all times. be extended to a boundary line or a natural watercourse. 5. Prior to commencing land disturbing activities in areas other than indicated on these plans 4. Guardrail locations are approximate. Exact length, location and appropriate end treatments (including, but not limited to, off -site borrow or waste areas), the contractor shall submit a will be field verified at the time of construction. Additional guardrail maybe required at supplementary erosion control plan to the owner for review and approval by the plan locations not shown when, in the opinion of the County Engineer, or designee, it is deemed approving authority. necessary. When guardrail is required, it shall be installed four (4) feet offset from the edge (16 Jw 200� (16 Jun 2005) Albemarle County Engineering Albemarle County Engineering Final Plan General Notes Final Plan General Notes Page 3 of 4 Page 4 of 4 6. The contractor is responsible for installation of any additional erosion control measures necessary to prevent erosion and sedimentation as determined by the plan approving General construction notes for Stormwater Management plans authority. 7. All disturbed areas are to drain to approved sediment control measures at all times during 1. All dams and constructed fill to be within 95% of maximum dry density and 2% of optimum land disturbing activities and during site development until final stabilization is achieved. moisture content. All fill material to be approved by a geotechnical engineer. A 8. During dewatering operations, water will be pumped into an approved filtering device. geotechnical engineer is to be present during construction of dams. 9. The contractor shall inspect all erosion control measures periodically and after each runoff- 2. Pipe and riser joints are to be watertight within Stormwater management facilities. producing rainfall event. Any necessary repairs or cleanup to maintain the effectiveness of 3. For temporary sediment traps or basins which are to be converted to permanent Stormwater the erosion control devices shall be made immediately. management facilities; conversion is not to take place until the site is stabilized, and 10. All fill material to be taken from an approved, designated borrow area. permission has been obtained from the County erosion control inspector. 11. All waste materials shall be taken to an approved waste area. Earth fill shall be inert materials only, free of roots, stumps, wood, rubbish, and other debris. 12. Borrow or waste areas are to be reclaimed within 7 days of completion per Zoning Ordinance section 5.1.28. 13. All inert materials shall be transported in compliance with section 13-301 of the Code of Albemarle. 14. Borrow, fill or waste activity involving industrial -type power equipment shall be limited to the hours of 7:OOam to 9:OOpm. 15. Borrow, fill or waste activity shall be conducted in a safe manner than maintains lateral support, or order to minimize any hazard to persons, physical damage to adjacent land and improvements, and damage to any public street because o slides, sinking, or collapse. 16. The developer shall reserve the right to install, maintain, remove or convert to permanent Stormwater management facilities where applicable all erosion control measures required by this plan regardless of the sale of any lot, unit, building or other portion of the property. 17. Temporary stabilization shall be temporary seeding and mulching. Seeding is to be at 75 lbs/acre, and in the months of September to February to consist a 50/50 mix of Annual Ryegrass and Cereal Winter Rye, or in March and April to consist of Annual Rye, or May through August to consist of German Millet. Straw mulch is to be applied at 801bs/100sf. Alternatives are subject to approved by the County erosion control inspector. 18. Permanent stabilization shall be lime and fertilizer, permanent seeding, and mulch. Agricultural grade limestone shall be applied at 901bs/1000sf, incorporated into the top 4-6 inches of soil. Fertilizer shall be applied at 10001bs/acre and consist of a 10-20-10 nutrient mix. Permanent seeding shall be applied at 1801bs/acre and consist of 95%Kentucky 31 or Tall Fescue and 0-5%Perennial Ryegrass or Kentucky Bluegrass. Straw mulch is to be applied at 801bs/100sf. Alternatives are subject to approved by the County erosion control inspector. 19. Maintenance: All measures are to be inspected weekly and after each rainfall. Any damage or clogging to structural measures is to be repair immediately. Silt traps are to be cleaned when 50% of the wet storage volume is filled with sediment. All seeded areas are to be reseeded when necessary to achieve a good stand of grass. Silt fence and diversion dykes which are collecting sediment to half their height must be cleaned and repaired immediately. 20. All temporary erosion and sediment control measures are to be removed within 30 days of final site stabilization, when measures are no longer needed, subject to approval by the County erosion control inspector. (16 Jw 200� (16 Jun 2005) 0 O N N Q v c 0 3 Lo o x z I � m _ E 1 Y x J T Z n � o 2 — 7 Q r Z ¢ 3 N a n n o :J m J Q6 Z ¢ y 0 O Y m � a i v � c n ° J J ° Q x T J v a- E n y 1 T � a Q o � o N o v o 0 O N c ° � C 0 o Q N O L ° 1D c 3 D 0 c o 0 5 s '3 C N N J E 0 U L 0 1 B r 0 v U 0 0 r o I � Y n n ° h a E > o I 0 :J v Y N v o' Y ELo n v � a N O ° � 3 V � r ° s V 3 .I `o T L v E o N 0 0 Z n Z n Z v a- 'o J y x ° � y z o �J w � T ° 0 Z � y n 1J N J ' J ¢ cvi Z Z N _ o N i E Y n Z C J ° ¢ N � C n N h r i r Q N N 0 a o N O � J � a 0� y c 0 v .N. n o N C tU O L U n N 5 C N y � 3 v n s 0 0 J E n � 0 p o v � �N o r VDOTVirginia Department of Transportation ACCESS MANAGEMENT EXCEPTION REQUEST: AM-E ACCESS MANAGEMENT REGULATIONS 24 VAC 30-73 SECTION 120 February 2015 February 2015 Submitted by: David M. Capparuccini, P.E. PTOE, Kimley-Horn Date: 6/2/21 Email Address: david.capparuccini@kimley-horn.com Phone: (804)-672-4715 Address: 1700 Willow Lawn Drive, Suite 200, Richmond, VA 23230 Project Name: US Route 29 Wawa TIA Rte # 29 Locality: Albermarle Description of Project: A Wawa is being proposed on the southeast corner of US Route 29 and Greenbrier Drive. This proposed Wawa development will replace the existing service station. There are currently two entrances/exits on this property, and as part of the re -development the two entrances/exits will be consolidated to one right -turn in/right-turn out entrance/exit. See attached exhibits demonstrating that access along northbound US Route 29 has not changed since 2007. Updated March 2021: VDOT rpnIIPCtpd that the ad iarpnt nrnnprty own Pr hp rnntartpd to rliCrIICC.'i Shared arrPCS drivp Aft Pr mllltinlP AttPmntC to r nntart VDOT District: Culpepper Area Land Use Engineer: Adam Moore NOTES: (1). Submit this form and any attachments to one of the District's Area Land Use Engineers. (2). See Section 120 of the Regulations for details on the requirements, exceptions, and exception request review process. (3). Attach additional information as necessary to justify the exception request(s). (4). If a traffic engineering study is required, the decision on the request will be based on VDOT engineering judgment. (5). Use the LD-440 Design Exception or the LD-448 Design Waiver forms for design and engineering standards, e.g. radius, grade, sight distance. See IIM-LD-227 on VDOT web site for additional instructions. Select the Exception(s) Being Requested Exception to the shared commercial entrance requirement. (Access M. Regulations Section 120 C.2) Reason for exception: ❑ A. An agreement to share the entrance could not be reached with adjoining property owner. ❑ Attached: Written evidence that adjoining property owner will not share the entrance. ❑ B. Physical constraints: topography, adjacent hazardous land use, stream, wetland, other. ❑ Specify constraint: ❑ Attached: Documentation of constraint such as aerial photo or topographic map. ❑ Exception to the vehicular connection to adjoining undeveloped property requirement. (Section 120 CA) Reason for exception: ❑ A. Physical constraints: topography, adjacent hazardous land use, stream, wetland, other. ❑ Specify constraint: ❑ Attached: Documentation of constraint such as aerial photo or topographic map. ❑ B. Other reason: 1 February 2015 ❑ E. The development's 2"d (or additional) entrance does not meet the spacing standards but is necessary for the streets to be accepted into the secondary system. (section 120 c.3.e) ❑ Attached: Information on the development that identifies the location of entrances. F. To be located within the limits of a VDOT and locality approved access management corridor plan. ❑ Attached: Aerial photo of corridor identifying proposed entrance/intersection location. (Sect 120 C.3.b) FOR VDOT USE ONL Recommendation on Exception Request: Approve✓ Denyu I Date: 6/23/21 Area Land Use Engineer or: Name Adam J. Moore, P.E. Remarks: The Residency recommends approval based on the following factors: 1. The proposed full access entrance location is pushed as far from the Route 29 signal as possible. 2. Traffic Engineering reviewed and concurred with the design and had no comments about impacts to signal operations. 3. The included letter demonstrates sufficient effort was expended in an attempt to share a commercial entrance on Route 29 with the property to the south. 4. The intended time of day signs directing traffic entering Greenbrier to the right will encourage traffic to not wait for the queue to clear during peak hours. Concurrence from Carrie Shepheard, P.E. via phone 6/21/21 Exception Request Action: Approved✓ Denied Date: 7/1/2021 District Administrator or Designee: "" "'e"s38.4 "` 1i zazi mai iaae:a0i" Name (and position if Designee) Remarks: Concur with Residency remarks. Approval requires time of day signs directing traffic entering Greenbrier to the right from 7 AM-9AM and from 5 PM-6PM (based on peak hours in traffic analysis). Times for left turn restriction will be monitored and may need to be adjusted based on field conditions/safety concerns. District Staff: Please email copy to Bradley.SheltonfaD-VDOT.Virainia.aov 3 ✓❑ Exception to the commercial entrance shall not be located within the functional area of an intersection requirement. (See Regulation Section 120 C. 1; Appendix F, Rd Design Manual) ✓❑ Attached: A traffic engineering study documenting that the operation of the intersection and public safety will not be adversely impacted. ❑ EXCEPTION TO THE SPACING STANDARDS FOR: • Commercial entrances; intersections/median crossovers (Table 2-2); • Commercial entrances/intersections near interchange ramps (Tables 2-3, 2-4); or • Corner clearance (Figure 4-4). Appendix F, Road Design Manual Information on the Exception Request ✓❑ ON A STATE HIGHWAY Functional classification: Principal Arterial: ❑✓ Minor Arterial: Collector: ❑ Local: ❑ Posted speed limit: 45 mph ❑ NEAR AN INTERCHANGE RAMP (Submittal of a traffic engineering study required) ❑ CORNER CLEARANCE (Submittal of a traffic engineering study required) Type of intersection/entrance: Signalized Unsignalized Full Access Partial Access Required spacing distance ft Proposed spacing distance ft Requested exception: Reduction in required spacing ft REASON FOR EXCEPTION: A. To be located on an older, established business corridor along a highway where existing spacing did not meet the standards prior to 7/1/08 or 10/14/09. (Regulation section 120 C.3.c) ❑✓ Attached: Dated aerial photo of corridor identifying proposed entrance/intersection location. ❑ B. Not enough property frontage to meet spacing standard, but the applicant does not want a partial access right-in/right-out entrance. (Section 120 C.3.f) ❑ Attached: A traffic engineering study documenting that left turn movements at the entrance will not have a negative impact on highway operation or safety. ❑ C. To be located within a new urbanism mixed use type development. (Section 120 C.3.d) ❑ Attached: The design of the development and compliance with intersection sight distance. ❑ D. The proposed entrance meets the signal warrants but does not meet the signalized intersection spacing standard. The applicant requests an exception to the spacing standard. ❑ Attached: A traffic engineering study that (i) evaluates the location's suitability for a roundabout and (ii) provides documentation that the proposed signal will not impact safety and traffic flow. (Section 120 C.5) 2 � 9 ..,t/RctN\P COUNTY OFALBEMARLE Dept. of Planning & Community Development 401 McIntire Road Charlottesville. Virginia 22901-4596 (804) 296 5823 February 29, 1992 Crenshaw's Auto Service, Inc 1215 Seminole Trail Charlottesville, VA 22901 RE: SP-91-69 Crenshaw's Auto Service Tax Map 61W, Section 2, Block A, Parcel 1 Dear Mr. Crenshaw: The Albemarle County Board of Supervisors, at its meeting on February 19, 1992, approved the above -noted request to locate motor vehicle sales and rental on 2.26 acres zoned C-1, Commercial and EC, Entrance Corridor (existing service station is to remain). Please note that this approval is subject to the following conditions: 1. Use shall not commence until a Certificate of Appropriateness is issued by the Architectural Review Board; and 2. Storage areas shall be limited to those shown on a plat titled "Physical Survey of Lot 1, Block A, Section Two, Westfield" and initialed 2/5/92 WDF and the total number of vehicles available for sale or rental shall not exceed sixty-four (64) at any one time. If you should have any questions or comments regarding the above noted action, please do not hesitate to contact me. Sincerely, U V. Waynerg Directoring & �omm ty Development VWC/j cw cc: Amelia Patterson Jo Higgins James E. Crenshaw Charlottesville Realty Company THIS IS TO CERTIFY THAT ON NOVEMBER 30, 1976, I SURVEYED THE PROPERTY SHOWN ON THIS PLAT AND THE TITLE LINES AND WALLS OF THE BUILDING ARE SHOWN HEREON. WILLIAM S. ROUOA.USN, JR. CERTVILD LAND SURVEYOR U. S. ROUTE 29 — N. B. L. CERTIFICATE NO. SDOR,TSS 16 MARKED PARKING SPACESo f+iRprt:4:N?'ytv!:S111G?.w�cpkg98a'RkY#x r,•1:r� I N35020'59"E 149.02' s /pn r L C b d-88°32'18" R:26. 65' T • 25. 9 8' L• 41. 18' /.an / .r N � rron s.r EA11 / 5/RVICf STATION tat' r '1 h 1, ' 0 1QEPA1.4 r Pole ,o l5 x rI, r III 'Pr, /O� /iron 4_/_175. 00' Fn1. S36°20'59 ,W w M 2 ti Z661 £ 1 NVf 33AI3038 1 FENCED PARKING AREA - �i e.7e re/ itNA�C� /- ScrvJce S�<�ir.J fr kc�o</r 'A S'riewn rs exJs�!n�- 2- Fc>0.4,1 IJ7 y Vai,,la/G turn/� __ ".t a✓/ Idle .✓:.' 7 3- Mcrked 'e:!Er/,i,q f�itces; exis><rnq �sfie .io an Ssup'r/I /J�+c re �renT2.� PHYSICAL SURVEY OF LOT 1 , BLOCK A, SECTION TWO IIW ESTFI ELD" CHARLOTTESVILLE MAGISTERIAL DISTRICT ALBEMARLE COUNTY, VIRGINIA Set j XLTU 00, 13 .4. • fir r. L IOIIiAIM JL ti V CERT. NO. 54.17.3 (a) 655 c, 54-17.3 (b) 78 At A. '•t',7Ea LAND rs� cra+,'/ noes .c�4oJ : /6 ✓.cn. TE �.Tfl'/.�� Pr.,eev /,74 lc•,,.,,,,«L, re oe,., �/\ WILLIAM S. ROUDABUSH, INC. .,54ry, un-/Are /; Al 12. lY , ( %% el:.If A Professional Corporation J - CERTIFIED LAND SURVEYORS :ALE: /"`50, DATE: NOVEMBER 30,1376 Charlottesville Virginia )car. PAW. P"M L iaPw, C. )DO COI, I. r FIIF NO_ 4.974. U) z 0 V5 W O M N r7 N L, �¢ z< O to,7 LLJ,7 QO O N OU cc V00 ) O U ¢ o n z af O ZN C Z_ow 07 J oN Ld 0 Y Y J N 3 0 �J N o(D O (D Ile RYA PERKINS LIc. No. 046565 I I/19/2O2I Z M > a_ U ow N 0 m U U) D- O o� CD N � of U0 ¢ O ¢ 'm 'm O r7 ¢ 0 _ 0 m 0 y S w < Z Z 3 U Y ¢ vl ¢ w N 0 0 U 5� L w z Z W w O w U w ~ Q � W p z X Z < W UJ U Q � I� V J QI > 0 Z I11 I..L N W Lu z W W O Z Z O rV ^ w U Q w m J Q SHEET NUMBER CA-103 TOP=451. BM #1/ , MAG NAIL ON TOP/CURB ELEV=456.2. / TOP-457.79 / FL=453.35 / TOP=454.�ji , / INV IN-4 .80 / INV OUT��6. TOP= 0 VJV �00,I /t w 4 A04 it OMMA / E ENT c ; 1� %A ®- 9D \ ROD \Fft- �452 4S 4S3?Q \ •� �4S4,\ \ 45 6- , �\ \ TOP=446.53 INV IN=440.70 FL=425.85 CURVE TABLE SIT CURVE LENGTH RADIUS DELTA I TANGENT ICHORD BEARING1 CHORD 11� Cl 41.19 26.65 1 88"33'51" 1 25.99 1 N79"32'55"E 37.21 .32 S 75 1`o Ss, rOP-AAA. Or � 1 � I pz 1/ FL=441.15 I GP -457_ z � o 00 48.5 a�HISELED SQUARE TAT ELEV QR/D.I. �D� �k'(60 RUTE' 866 =446.2 'h FL=4 1 #STORY \\ \\ C \\ \ \\ \�\ \ i \ 00-_ Ai a \ \ FIL 9.70 LOCATION OF "STEEP SLOPES -MANAGED" AS F4583\\\\\ `\� \\\\ \�\\ \ \ \ 1 \` a FBRICK/METAL //- - - C IDENTIFIED ON ALBEMARLE COUNTY GIS (TYP.) VICINITY MAP SCALE 1 " = 2000' \\\\ RsRB\ \ \ \ aoj� �424�0_- � \ \ \ \\ \ a �, 'F,G=his J / / \ ry t0CiK/ / /�'VW \ -54"*RCP rlFllfa�lN��/ - _ ATION �' \ 1 \ \ \ \� \ \ 1 // / ?OVL // #490 TOP=423 61 �1ENT � \ / / � / ^mott w - G. \350 °� 2.25�6 ACRES \ \ \� \ ��� \\�� \ \ �\ \ //'� BRICK L=aos.00 \\ \ \\ \ G' \\ \\\\\�\ `\ \� 1\ \ / F.F.=429.50 CHI ASSET (VA) CHARLOTTESVILLE-1165 PEPSI PLACE, LLC \�\---�\--r \ \\ \ \\ \ ✓ \\� \� \\ \ \\\\\\\� � \ 13 D.B.D2359 PG. G. 2(PLAT) \\ \ \ GRAVEL AREA \ \ \\\\\ \ \ \\ \ PARCEL ID: 061 WO-02-00-002BO NOTES \ 1. OWNERSHIP: \ CHARLOTTESVILLE REALTY CORPORATION D.B. 696 PG. 560 PARCEL ID: 061 WO-02-OA-00100 / 2. THIS SURVEY WAS PREPARED WITH THE BENEFIT OF A TITLE COMMITMENT BY FIDELITY NATIONAL TITLE INSURANCE COMPANY COMMITMENT NO. DC2000670 EFFECTIVE DATE OCTOBER 8, 2020 AT 8:00 A.M. 3. EXCEPTIONS OF SCHEDULE B-SECTION II OF THE ABOVE REFERENCED TITLE COMMITMENT: 1.) NOT ADDRESSED 2.) STANDARD EXCEPTIONS A. NOT ADDRESSED B. NOT ADDRESSED C. NOT ADDRESSED D. SHOWN HEREON 3.) NOT ADDRESSED 4.) NOT ADDRESSED 5.) NOT ADDRESSED 6.) 40' GAS LINE EASEMENT IN D.B. 290 PG. 434 - SHOWN HEREON 7.) PARTIAL VACATION OF A 40' GAS LINE EASEMENT IN D.B. 421 PG. 500 - SHOWN HEREON 8.) 10' VEPCO EASEMENT IN D.B. 429 PG. 350 - SHOWN HEREON 9.) 40' GAS LINE EASEMENT IN D.B. 1683 PG. 337 - SHOWN HEREON 10.) 15' LUMOS NETWORKS EASEMENT IN D.B. 4871 PG. 240 - SHOWN HEREON 11.) 40' GAS LINE EASEMENT IN D.B. 425 PG. 153 - SHOWN HEREON 4. THIS PROPERTY LIES IN ZONE 'X' OF THE FEMA DEFINED FLOOD HAZARD AREA AS SHOWN ON FLOOD INSURANCE RATE MAP NUMBER 51003CO278D, EFFECTIVE DATE FEBRUARY 4, 2005. 5. DURING THE PROCESS OF OUR PHYSICAL IMPROVEMENT SURVEY NO INDICATIONS OF A CEMETERY WERE FOUND. NO FURTHER INSPECTION OF THE PROPERTY HAS BEEN MADE FOR POSSIBLE CEMETERIES. 6. ZONED: Cl COMMERCIAL; SEE COUNTY OF ALBEMARLE ZONING ORDINANCE FOR SETBACKS 7. HORIZONTAL: THE MERIDIAN SOURCE OF THIS PLAT IS BASED ON THE VIRGINIA STATE PLANE COORDINATE SYSTEM, SOUTH ZONE, NAD 1983/1993 (HARN). COORDINATE VALUES SHOWN ARE EXPRESSED IN U.S. SURVEY FEET. VERTICAL: NAVD 88 DATUM 8. UNDERGROUND UTILITIES MARKED BY ACCUMARK, INC. AND FIELD LOCATED. THIS IS TO CERTIFY THAT THIS MAP OR PLAT AND THE SURVEY ON WHICH IT IS BASED WERE MADE IN ACCORDANCE WITH THE 2016 "MINIMUM STANDARD DETAIL REQUIREMENTS FOR ALTA/NSPS LAND TITLE SURVEYS," JOINTLY ESTABLISHED AND ADOPTED BY ALTA AND NSPS, AND INCLUDES ITEMS 1,2,3,4,5,7(a),8,9,11,13,14 & 16 OF TABLE A THEREOF. PURSUANT TO THE ACCURACY STANDARDS AS ADOPTED BY ALTA AND NSPS AND IN EFFECT ON THE DATE OF THIS CERTIFICATION, UNDERSIGNED FURTHER CERTIFIES THAT IN MY PROFESSIONAL OPINION, AS A LAND SURVEYOR REGISTERED IN THE COMMONWEALTH OF VIRGINIA, THE RELATIVE POSITIONAL ACCURACY OF THIS SURVEY DOES NOT EXCEED THAT WHICH IS SPECIFIED THEREIN. THE FIELD WORK WAS COMPLETED ON NOVEMBER 13, 2020. KENNETH R. BLAYLOCK, JR., L.S. LIC. NO. 2833 DATE APPROXIMATE 10' VEPCO E D.B. 429 F TOP=428.07 BLOCK \_ FL=426.60 \ \ RETAINING \ RS9 \1 \\ \ G \ \ \ \ \ WALL \ I \\ \ - \ -----\ \\\\\\ �\\\ \ � INV=428.63 \\\ \ \ 1 \ \ �11 \ \6) \\�� \\�\\\\\\v\\\ GRATE INLET TOP=440.55 FL=429.70 40� AS LINE EA�MENT \�\ �\ \\ \ �\ 1111\ll D. 290 P ' 434 \ \ �� - \ \ 1 \III 1 j\\ \ 11R,b. D-B 1ssj K. 300 I 37 RMD PROPERTIES, LLC D.B. 2217 PG. 191 D.B. 407 PG. 55 (PLAT) PARCEL ID: 061W0 02 OA-00200 \ / o FENCE MEANDERS ALONG PA I a/// \ /j l/ja� //ho/ 111 / LEGAL DESCRIPTION FND. //�/// pry/ BEGINNING AT A POINT; MARKED P.O.B.; SAID POINT BEING AT THE INTERSECTION OF THE EAST LINE OF SEMINOLE TRAIL (U.S. ROUTE 29) AND THE SOUTH LINE OF GREENBRIER DRIVE (STATE ROUTE 866); THENCE ALONG THE SOUTH LINE OF GREENBRIER DRIVE ALONG A CURVE TO THE RIGHT HAVING A LENGTH OF 41.19', .v43 S5610I09"EUS O 19.38'STOAACPOINDT; BEARINGOF OLEAV LEAVING SOUTH LINEHOFDOF 37.21' GREENBRIER TDRIVEPOINT; 5610'09"E \ ��/�/n���s 517.44' TO A POINT; THENCE S35"24'00"W 175.00' TO A POINT; THENCE N56"10'09"W 562.40' TO A POINT / ON THE SOUTH LINE OF SEMINOLE TRAIL; THENCE ALONG THE SOUTH LINE OF SEMINOLE TRAIL N35"16'00"E \ 149.00' TO THE POINT OF BEGINNING, MARKED P.O.B. AND CONTAINING 2.256 ACRES. GRAPHIC SCALE ( IN FEET ) 1 inch = 30 ft. JA-ZAN LIMITE�ARTNERSHIP D.B. 1134 5, D.B. 779 PG. 40 PARCEL ID: 06�W0-0 KENNUH R. BLAYLOCK, o Lic. NO. 2833 LEGEND a DECIDUOUS TREE BENCHMARK • BOLLARD -� SIGN HANDICAP RAMP © CABLE VAULT ©v FIBER-OPTIC VAULT QF FIBER-OPTIC MARKER m � TELEPHONE PEDESTAL X GAS VALVE © GAS MARKER wv WATER VALVE QM WATER METER ® MONITORING WELL QE ELECTRIC METER © TRAFFIC SIGNAL POLE ©v ELECTRIC VAULT tX LIGHT POLE -0 GUY WIRE POWER POLE Q DRAINAGE MANHOLE © CLEANOUT S) SANITARY SEWER - - - - OHE - OVERHEAD ELECTRIC UNDERGROUND WATER - - - - - G UNDERGROUND GAS - - - - - UGE - UNDERGROUND ELECTRIC UNDERGROUND FIBER-OPTIC - - - - UTL - UNDERGROUND TRAFFIC UNDERGROUND CABLE TV - - - - - UGT - UNDERGROUND TELEPHONE ALTA/NSPS LAND TITLE' SURVL'Y OF ,2. ,256 ACRES OF LAND LYING ON TILL' SOUTHEAST CORNL'R OF SLWYVOLL' TRAIL AND GRL'L'NBRIL'R DRIVE' RIO DISTRICT * ALBEMARLE COUNTY, VIRGINIA DATE: NOVEMBER 13, 2020 SCALE: 9" = 30' JENNINGSTEPHENSON P.C. 1o1so STAPLES MILL ROAD SUITE 103 GLEN ALLEN, VA 23060 j 04-545-6235 LAND SURVEYORS PHONE - 4-545-6259 e FAX - 804-545-6259 & PLANNERS J.N. 20-681 EXISTING CONDITIONS CV-101 0 O ° ° Q ° C O T W E Y 0 T d ° 3 � 0 0 z L J 3 1 v a n o N O C it n Q r = o v o i o Q�k`I.90� �Ok0 z o� < i _ v Yoe 5 6,. CG?co off` / V. G/ m =54"±RCP / o ykoy 1 cA\ ��aF-, ° I k91 k " 4j g� SF OI'llk /p � F dk\1 D L EXISTING INLET TO J� a a �iG // / ` T (VA) CHARLOTTESVILLE-1165 PEPSI PLACE, LLC 3 d v CONTRACTOR TO REPLACE p 'o BE REMOVED D.B. 4722 PG. 213 _ / 1 RIPRAP DITCH AFTER 3 II EXISTING SIDEWALK / NPR J�\ j I I11 11 1 CONSTRUCTION OF ULTIMATE D.B. 2359 PG. 589 (PLAT) 'v \OE ��I1 I CONDITION RCP OUTFALL PIPE PARCEL ID: 061WO-02-00-002BO I TO BE REMOVED v kk6• <�� 1111 11 I I l w. ZONED: C-1 COMMERCIAL ^'P k / / % \ Fall III 1 I S �G! g0 PARCEL USE: CONVALESCENT HOSPITAL ti «+ \ I 1 FL e a° 3 k9' y 0 O drzy, I 1pa IG`�c1\G11 N i 01 Y all G - - Q k S\S��,EGI / IP / \ \ \ IP \ \ ll 1111 j�,1�P \\�\ a 1 I �C F / pQ'kk 66p a / C� S I o y roe ; k� F yy���" \ I l 1 1�P III 1 �. ktia. v \' a X� SF / //I DC \ _CONTRACTOR TO INSTALL ULTIMATE F I ° I1 p y /� � C `Rg / t CONDITION RCP PIPE AND STRUCTURES TO .15"C?P \� \�`�y v 448' -� . EXISTING TREES - _ I - p5 ° EXISTING TREES AND ,r OUTFALL SEDIMENT TRAP. SEE SHEET _ G G Lj 449 TO BE REMOVED _ - - TS ` \-p \� \1S" P� b, l o VEGETATION TO BE REMOVED - _ _ _ - / 45 �CG-101 FOR PIPE AND STRUCTURE INVERTS.- 9 �P\�� \ Rpp GR Q% ry9' ,ky1 Y" E ��- �=450 -I-_ _�'F7� _ 4 \\\ Y.�� 1 AZ _ p __ 0 o I llto L X�X - TS - ¢SJ� (6) EXISTING BOLLARDS \� �'BERM a EXISTING CURB AND 3 �p�0�..1L �- % " / -TO BE REMAIN _ E GUTTER TO REMAIN ��X - - 7y _ - `/ 452 _ / SF \ 4 -�4/531Ir DD / DD /. / : `�' G-�455� TS pC _ _ , - I \� O / �7 456/ I �® i \ \ 0 0 0 0 \ \ \ CIP I �_ _ o = o w \ \ \\ R EXISTING WOOD SHEDS 3 \ n 456�- _ 455J 2:1 �p 451 452 _ \\S\\/ Y TO BE REMOVED _ \ EXISTING GAS SERVICE 451- / \\ / 3 EXISTING WELLS TO BE REMOVED IN / EXISTING CONCRETE TO 1215 SEMINOLE \ 454453452� j�C�\ EXISTING TREES AND E ACCORDANCE WITH VDH STANDARDS / / / TO BE REMOVED i / i�� o a TRAIL TO BE REMOVED 456455 N VEGETATION TO BE REMOVED EXISTING CANOPY AND CURB' / / o a 1 \\ 8.0' WIDE RIPRAP OUTFACE ���457 DC TS / !II L ` / / ° < TOP OF WET STORAGE: 453.50 - DID l 1 I ISLAND TO BE REMOVED / \ SEDIMENT TRAP / / PROPOSED STOCKPILE / EXISTING BUILDING \ TOP OF DRY STORAGE: 455.00 '/ // III I L / EXISTING UNDERGROUND \ I DRAINAGE AREA: 1.40 ACRES AREA 3 N C' '" / ELECTRIC LINES TO BE REMOVED f TO BE REMOVED C _ _ \ .ky ' SEE DETAIL ON SHEET CE-501 `\ ' - - 1 i / \ ,BERM ELEVATION:456.00 / 1 11 1II l l l l l �j BOTTOM ELEVATION: .0 0.00 11 ° DC �' \ \ C EXISTING GAS LINES T o �rnmm s� l a I / �`�' \ ��� [� N d a I EXISTING WATER SERVICE AND / \ \ FiP EXISTING GRAVEL TO \ I l " / 1 /�j 1 \ II I l l I I \ n [ti F 2 2 I I METER TO BE REMOVED G / / \ \ BE REMOVED (TYP.) L a d 0I EXISTING SANITARY SEWER LATERAL - - - \ 7- 'o ° O � 3 � I I r ��.1 .L! �/ AND CLEANOUT TO BE REMOVED \\ z n �mN�n Ix l / / / / / /// / DC \ I \\ DC �' _ (10 IIII Ilr ¢ PROPOSED STAGING AND TS n L _ Ili v / O TS \ I PARKING AREA �a�c'c� �� O MIIII1111IIllF x y > a s PROPOSED LOCATION OF \ SEDIMENT BOUNDARY o W h EXISTING WELLS TO BE REMOVED IN t� \ 1 a- T nn I �k\ r'ACCORDANCE WITH VDH STANDARDS (7) EXISTING BOLLARDS �\ SOLID /NON -HAZARDOUS- i TS \ /� I .DRAINAGE AREA: 1.40 ACRES II IIIIIIIIIIl11 f 00 y TO BE REMOVED \ WASTE DUMPSTER - i° M M 1 a r PROPOSED LOCATION OF h \ z m m a M O �� / \\ \ �' SANITARY FACILITIES ` �`\�� \ •/ 111I1c1\\\\\IIIII y �l TS PPROXIMATE CAT EXISTING OVERHEAD ELECTRIC LINE \ 1 \ c '°�9 X 10 VEPCO EASEMEN TO BE REMOVED UP TO POLE I SF z WASH RACK DOWNSTREAM J•(yk CE DC D.B. 429 PG. 350 / ' �O \ \\�'ss \\\�IIIIIIIII i SEDIMENT SETTLE AREA \� p I ky� EXISTING UNDERGROUND ELECTRIC \\max\\11 Il IIIII II J SEE ALBEMARLE COUNTY I 4 �,a1 _ LINES TO BE REMOVED UP TO POLE y DETAILONED WASH RACKSHEET CE 501 v z - - - \ - y458- �C - - �p p. \ter\ \ 111 IIII III I I \ I 62.4 - \ F\� �11W \111111111111 - EXISTING SIDEWALK AND (/� / / W W _ W W W W W CURBING TO BE REPLACED FENCE MEANDERS �e Q \\ PROPOSED LOCATION FOR CONCRETE WASHOUT ALONG P/L - i y 9 G P v(;0 EXISTING OVERHEAD ELECTRIC LINE (CONTRACTOR TO PROVIDE IMPERMEABLE EXISTING TREES AND �, gyp. I a`L TO BE REMOVED UP TO POLE EXISTING UNDERGROUND TELECOM BARRIER LINED PIT THAT PREVENTS RUNOFF LINE TO BE REMOVED UP TO POLE / ) VEGETATION TO BE REMOVED 40' GAS LINE EASEMENT JA-ZA IMITED PARTNERSHIP EXISTING UNDERGROUND ELECTRIC PROPOSED LOCATION FOR ON -SITE FUEL STORAGE D.B. 290 PG. 434 D. '9,P G. 401 ( PG. 536 D.B. 77 LINE TO BE REMOVED UP TO POLE (CONTRACTOR TO PROVIDE IMPERMEABLE BARRIER PROPOSED LOCATION OF RAIN GAUGE D.B. 421 PG. 500 PLAT) CONTAINMENT, EXTERNAL TO STORAGE) (CAN BE RELOCATED BY CONTRACTOR IF D.B. 1683 PG. 337 PARCEL ID: 061-WO-02-00-0( = EXISTING WATER METER TO REMAIN MODIFICATION IS NEEDED IN THE FIELD) ZONED: C-1 CIWMERCIAL 3 ll I PROPOSED LOCATION FOR SOLVENT PAINT STORAGE PARCEL USE: VACANT C ERCIA L (CONTRACTOR TO PROVIDE IMPERMEABLE ll I CONTAINMENT, EXTERNAL TO STORAGE) I RMD PROPERTIES, LLC o �9 D.B. 2217 PG. 191 o ky) yy D.B. 407 PG. 55 (PLAT) oQo kyy PARCEL ID: 061 WO-02-OA-00200 ZONED: C-1 COMMERCIAL r o PARCEL USE: MARKET � y n a v C N O L U n � 5 c v 5 � 3 v L 0 0 J y E n � 0 p o 0r 111aLto] II1161►■■901MEII m I I m I I m I I m mmmmmmmm LIMITS OF DISTURBANCE EXISTING BUILDING TO BE REMOVED EXISTING TREES TO BE REMOVED EXISTING UTILITIES TO BE REMOVED OR RELOCATED DEMOLITION NOTES 1. THIS DEMOLITION/EROSION CONTROL PLAN IS INTENDED TO AID THE CONTRACTOR DURING THE BIDDING AND CONSTRUCTION PROCESS AND IS NOT INTENDED TO DEPICT EACH AND EVERY ELEMENT OF DEMOLITION. THE CONTRACTOR IS RESPONSIBLE FOR IDENTIFYING THE DETAILED SCOPE OF DEMOLITION AND FOR THE DEMOLITION, REMOVAL, OR RELOCATION OF ITEMS IN CONFLICT WITH THE PROPOSED CONSTRUCTION. 2. THE CONTRACTOR SHALL KEEP ALL ADJACENT ENTRANCES AND PARKING AREAS FREE FROM DIRT, DUST, AND AGGREGATE CAUSED BY VEHICLE TRACKING. THESE AREAS SHALL BE SWEPT AS OFTEN AS NECESSARY TO KEEP AREAS CLEAN AT A MINIMUM ONCE PER DAY. 3. ALL VALVES, VAULTS, MANHOLES, ETC. THAT ARE TO REMAIN SHALL BE ADJUSTED TO PROPOSED GRADE. 4. CONTRACTOR TO CONFIRM ALL EXISTING STORM STRUCTURE INVERTS PRIOR TO PROPOSED STORM SYSTEM INSTALLATION. 5. CONTRACTOR TO CONFIRM ALL EXISTING SANITARY SEWER INVERTS PRIOR TO PROPOSED SEWER INSTALLATION. 6. DEMOLITION OF BUILDING TO INCLUDE REMOVAL OF FOUNDATIONS, UNDERGROUND STRUCTURES, AND BUILDING UTILITIES. 7. ALL EXISTING UTILITIES WILL MAINTAIN MINIMUM COVER DURING CONSTRUCTION AND VALVES WILL BE FLUSHED TO GRADE. B. ALL EXISTING PAVEMENT AND CURB AND GUTTER WITHIN LIMITS OF DISTURBANCE IS TO BE REMOVED. 9. SEE SHEET CP-501 FOR PLANTING BED AND SODDING DETAILS. VIRGINIA UNIFORM CODING SYSTEM FOR EROSION AND SEDIMENT CONTROL STD. & SPEC. MEASURE CALLOUT SYMBOL QUANTITY 3.02 CONSTRUCTION EN IS 3.05 SILT FENCE SF X X X 1050 LF 3.07 INLET PROTECTION IP ® 4 EA. 3.08 CULVERT INLET PROTECTION 3.09 DIVERSION DIKE DD 300 LF 3.13 SEDIMENT TRAP ST f ST - 1 EA. 3.31 TEMPORARY SEEDING TS TS - 2.62 AC. 3.32 PERMANENT SEEDING PS PS - t1.0 AC. 3.38 TREE PROTECTION TP TP TP 450 LF 3.39 DUST CONTROL IS " DC _ 2.62 AC. SEDIMENT TRAP DRAINAGE BOUNDARY LIMITS OF DISTURBANCE 2.62 AC. PHASE I PROBABLE CONSTRUCTION SEQUENCE 1. SCHEDULE AN ON -SITE PRE -CONSTRUCTION MEETING. THE OWNER MUST GIVE THE COUNTY INSPECTOR AT LEAST 48 HOURS NOTIFICATION TO SCHEDULE AN ON -SITE PRE -CONSTRUCTION MEETING FOR THE ISSUANCE OF A LAND DISTURBANCE PERMIT. THE CERTIFIED REGISTERED LAND DISTURBER (CRLD) MUST ATTEND THE MEETING. 2. THE VSMP CONSTRUCTION ACTIVITY OPERATOR AND THE COUNTRY ENVIRONMENTAL INSPECTOR MUST ATTEND THE PRE -CONSTRUCTION MEETING. 3. INSTALL PERIMETER SILT FENCE, INLET PROTECTION, DIVERSION DIKES AND SEDIMENT TRAP AS SHOWN ON PLAN. DIVERSION DIKES AND SEDIMENT TRAPS MUST BE SEEDED AND MULCHED IMMEDIATELY UPON CONSTRUCTION. 4. INSTALL CONSTRUCTION ENTRANCE AT EXISTING ENTRANCE ON SEMINOLE TRAIL. CONTRACTOR TO KEEP EXISTING ROADS FREE OF MUD AND DEBRIS AT ALL TIMES. 5. BEGIN SITE DEMOLITION ACTIVITIES. MAINTAIN POSITIVE DRAINAGE TO EROSION CONTROL MEASURES AT ALL TIMES. CONTRACTOR TO SEED/MULCH AREAS IMMEDIATELY AS DISTURBANCE CONTINUES THROUGHOUT CONSTRUCTION. 6. ONCE DEMOLITION IS COMPLETE AND ALL PHASE I EROSION AND SEDIMENT CONTROL MEASURES ARE IN PLACE, CONTRACTOR MAY BEGIN PHASE II CONSTRUCTION ACTIVITIES. REFER TO SHEET CE-102 FOR PHASE II SEQUENCE OF CONSTRUCTION. GRAPHIC SCALE IN FEET 0 15 30 60 V=30' w Q 0 V) Z 0 J W 01 ofZ O M N r') N LZQ z, O Vo LL1Z QO U N OU �E 00 U U a o I z of DO O ZN � z-Ow Of 7 J oN � 0 W Y w�O3 Y J N 3 OO N J O0 O 0 "7 v� RYA PERKINS LIC. No. 046565 11/19/2ml U O N � 0 m U V) m O� w0 w� Ln Of L � 'm r art 0� a 0 Z z y ¢ Y U v w (U/l O O U W W VJ Q 0 � Z W O Q 2 � J X J 0 W 5O G rvn V ) 0 Lu 0 0� Z I11 N W Q W z W 0 W O O r� U W V J Q Ld m J Q SHEET NUMBER CE-101 C } m SITE LEGEND w 0 a GRAPHIC SCALE IN FEET o 0 15 30 60 GREENBRIER DRIVE TURN LANE + + + + + ASPHALT PAVEMENT +++++++++++++++ C O O 1" - 30' a WAWA ASPHALT PAVEMENT :.............................:. v............................... E SEE SECTION ON THIS SHEET y ................... .. .. .. .. .. .. O y CONCRETE SIDEWALK SEE SHEET CS-501 z o 5 STANDARD DUTY CONCRETE ` w SEE SECTION THIS S° °d < ° a N HEAVY DUTY CONCRETE ° ° SEE SECTION THIS SHEET r; MILL AND OVERLAY d z a / c ' VDOT STD. CG-6 O / / ' SEE SHEET CS-502 N / / M / SPILLING CURB/GUTTER �� �a y / �' /' SEE SHEET CS-502 Z> T Wo 1] // Qp ° / / MILL AND OVERLAY EXISTING THRU AND BIKE LANE / /' / /' U= a (SEE WP-2 ON SHEET CS-501) / /' �/ 0c) Cc o cn TIE INTO EX. CURB// SITE PLAN NOTES �\ QC ' Z AND GUTTER /' /� oo o ° TIE INTO E SIDEWALK / / �' � �' 1. ALL CURB RADII ARE 5.0' UNLESS OTHERWISE NOTED. o / z- o w V 0'7 N J / P. / ��' 2. ALL DIMENSIONS ARE TO FACE OF CURB UNLESS OTHERWISE NOTED. C)N E 8 cl�zY 3. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLING ALL STOP w� o SURFACE MOUNTED HANDRAIL x,- ----�'-----/'/ SIGNS, DIRECTIONAL SIGNS, AND STRIPING SHOWN ON THE PLANS. �■ �_� a (SEE DETAIL SHEET CS-502) i rr A R30.0' x /' Y 3 5T /W x / - 4. TWO COATS WHITE TRAFFIC PAINT (4" MIN. WIDTH) REQUIRED FOR N3 3 ; / VDOT STD. CG-126x x R1-1 STOP SIGN WITH STRIPING (VA) CHARLOTTESVILLE-1165 PEPSI PLACE, LLC PAVEMENT STRIPING EXCEPT TWO COATS BLUE TRAFFIC PAINT 00 394' •TYPE B, CLASS I, WHITE, / / (SEE SHEET CS-501) D.B. 4722 PG. 213 z 5 BIKE LANE STRIPING 4" WIDTH, SOLID LINE 4 x x x x / D.B. 2359 PG. 589 (PLAT) SHALL BE USED FOR ACCESSIBLE PARKING AREA (18" LETTERS, 2" ■ p� i .y (SEE PM-6 DETAIL SHEET CS-503). x x k X x x - / /�PQ kg0�y PARCEL ID: 061 WO-02-00-002BO PAINT STROKE). O TYPE B, CLASS I, WHITE, x x x x x \Q. ,gyp ZONED: C-1 COMMERCIAL o - _ELONGATED ARROW (TYP.) v x x x x x .-. ENTRY/EXIT DIRECTIONAL 1 `'��G 95p PARCEL USE: CONVALESCENT HOSPITAL 5. PROPOSED CONCRETE PADS TO HAVE 1 FT X 1 FT CHAMFERED n o - x x x , R30.0' :..::-�::. / SIGNAGE (TYP. OF 2) pl CORNERS. PROPOSED �, x x / G 3 ° RIGHT-OF-WAY o x x x VDOT STD CG-12B (UNDER SEPARATE PERMIT) y 5' CONC. SIDEWALK x!'� I : 1 "�'`6. THE BUILDING STREET NUMBER IS TO BE PLAINLY VISIBLE FROM (SEE SHEET CS-501) x x o x :..:�. o THE STREET FOR EMERGENCY RESPONDERS. OF MONUMENT SIGN w o x (APPROVED UNDER TYPE B, CLASS I, WHITE, SEPARATE PER. DECK G� G / o -4" WIDTH, 2' LINE WITH 4' SPACING x x 1 O.a,� 7. ALL LIGHTING TO BE INSTALLED 5' BEHIND CURB AND CENTERED ON 1 N 'v (2) 22K GALLON UNDERGROUND STORAGE TANKS x x x ,000. :-:.::: CROSS ACCESS WILL BE PROVIDED THRU A RECIPROCALy x x x PAVEMENT STRIPING UNLESS NOTED OTHERWISE. p (1) 20K GALLON UNDERGROUND STORAGE TANK x x / EASEMENT RECORDED PRIOR TO PLAN APPROVAL V RYA .PERKINS y ° 0 x x x x R32.5'J ::�'.: VDOT STD. GR-2 GUARDRAIL Lic. No.046565 g TIE INTO EX. CURB i 6RTHING: 3913109.74 x 8. TYING TO EXISTING CURB/GUTTER: THE EXISTING PAVEMENT SHALL b w a AND GUTTER ?EASTING: 11487487.53 5' CONC. SIDEWALK NORTHING: 3912810+87 q1 11�19� 1 Q E / �� 0 (SEE SHEET CS-501):'�'.:::.::. _ p0 EASTING: 11487933.46 BE NEATLY SAWCUT AND REMOVED FOR A DISTANCE OF 2'0" FROM p EXISTING ADA ' -100 R13.5' 1- R1 1 STOP SIGN WITH STRIPING (TYP.) 10' LANDSCAPE SETBACK R FACE OF THE CURB AND 2'0" FROM THE EDGE OF THE CURB AND J v 20' PUBLIC DRAINAGE SEE SHEET CS-501) FAO RAMP TO REMAIN VENT STACK WITH S56.10'09"E'� 536.82' ° - - - - REMOTE E-STOP - EASEMENT I - - - - - - - - - - GUTTER AND THE SUBGRADE, BASE COURSE, AND PAVING jONAL n `o NORTHING: 3913102.99 9.38' • VARIABLE WIDTH SWM FACILITY EASEMENT REPLACED WITH NEW PRODUCTS. EASTING: 11487450.94 (TO BE PAINTED BROWN) 6 o :: •'1.:-.::.:-.'.::.1.::. / °ro • 2 .I:::-R25.0'.:, -- ---- 9. REFER TO FINAL GEOTECHNICAL REPORT FOR FINAL PAVEMENT � m m � _ _ SIGN TO SAY "EMPLOYEE ONLY O U N Of TIE INTO EX. CURB .:� R50.0' :C'.: : : '.:.'..:-'..:: ' U / k: :�:•. 1 .. � �.-.�.•.•... a �� '-..-.�.- SECTIONS. o a ` ' -. 10.0 - o :.'.:R29.0' :' . OVERFLOW PARKING FOR THE w O = -� AND GUTTER / i r p Ln ' !'R 25.0 . .' o ff:. >- ;. - - :-•.:.R. . . ..- �' N ° ,. ->'. BIKE RACK .:.1.:.:: LAURELS REHAB FACILITY" L -�.' :� TYP. �: O � H > o /" - •• - • N •:.,•:-'•�'••-� i��'.: .. ........... ...o.-.• SEE DETAIL SHEET CS-502 .�.-.-.-.- .-::•:•: :-:-:-:-:-:-: 10. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLING ALL STOP m \ m N .-.-.-:- :::: : fi12.0' : : : . . . . SIGNS DIRECTIONAL SIGNS AND STRIPING SHOWN ON THE PLANS. m o F w 4 - 48" BLACK ORNAMENTAL FENCE w -.- - ->. ':VDOT STD. CG 12B - - a z VDOT STD. CG 126 : Y s - :�R5.0':��.: w ° < (SEE DETAIL SHEET CS 502) w V o .. a :.R5.5'.: - r a w a 3 10' LANDSCAPE SETBACK �+ -... .. I �.--* ��.__ - �-��o• ;�:�• +r:�::- 11. VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE Y � N iY • '.'O. V W Y S • �, I -. .: �-�:R37.5'�:�:- cn o o V • '-�'-''-�:-��:-�' ' r .'�R10.0':'.:::'.::-: CORRIDOR SHALL BE ELIMINATED. s o 5 CONC. SIDEWALK 0 ° WITH 2' BUFFER STRIP I • .��.�. �I':•:•:•::-:-' ...." I. s '.Y 12. THE 20 PERIPHERAL PARKING LOT SPACES PROVIDED WITH THIS 3 00 N r• SEE NOTE 12 N M `• •'` .!- - ' ' o n DEVELOPMENT ARE INCLUDED AS PART OF A SHARED PARKING o N I N 3 w v - . v 81.0 �. a. AGREEMENT BETWEEN PARCELS 061W A- 0100 AN ` O .:����35.0'. �.. �CEL 0 020 0 D s I� _ aw v o 1 ? >. . 061 WO-02-00-002B0. 1 . 2.26 ACRES PROPOSED LIGHT TYP. =...•+20.0-.-.25.0'.:20.0''. 1:200'.'.40.0':::::'•:20.0'': p ° I �' o:: W50-FB-VA 10 n �rnmm �I 1 +. :.:■.�■�. '.yam..: j �. Y I m rn 6 049 F -'• '. N 0_ VDOT STD. CG 12B ° 7 -- w � �:�11.�:.�:��'.�'.�:�-:��:�•�.'•:�'.'-:.-'.•.:.-:..:�.:..:�.:..:�-.:.-'... AR PUMP PARKING ONLY" SIGN a [ti F • 2 2 v . '+. .1',; FFE: 457.05 -.. O.'.'.•.•.•...........................: 7.: _ Z c, I..' .. C :'.�.' p �.' (SEE SHEET CS 502) 1 s a - 48 WAWA SPACES :'-O : O n W 7EL � � - 6" AIR ENTRAINED PORTLAND CEMENT `l AIR STATION ON 4'X3' • I I r y -.O I > w MONUMENT SIGN .. o CONC. PAD WITH CONCRETE W A MIN. FLEXURAL Q -.'..: • r:.. 18.0'': :24.0'::-. :18.0': O / ° N R25.0' '.: '.: o ° -� K) � w I APPROVED UNDER ." ,-•.".;-L • o :R4.5. :: BOLLARDS TYP. OF 2 O STRENGTH OF 650 PSI AND MIN. 28 DAY a a7 : ( •r is ':'.O - r- . . ( ) 7 _ �} y COMPRESSIVE STRENGTH OF 4,000 PSI I �' :' �•' • . � �- . ` SEE SHEET CS 502 � ,Q....':!SEPARATE PERMIT). .• •. � ..'� _ • . - ( ) e �•-�--v s--• • • ','•ACCESSIBLE PARKING STRIPING TYP. : i .,._-' �'�'" .•0D . Y y 0 ( ) 65.T 120 �..: :'•. .R3.0',.'.'..'. �O ,' t) :.: PROPOSED 2' • ' SEE SHEET CS-501 i" • . > dd R10.0`..-. �� ( )': :R4.5'::-:: ,: N `o W �.� -UTILITY EASEMENT _ ' '���MOUNTABLE CURB WITH nuj .. ii.. . -ACCESSIBLE PARKING SIGN TYP. � .:..'.1'..'.�'.�-�'�E GO n ( ). I 00 O ` - - - - SEE SHEET CS-501 .'.STAMPED CONCRETE TYP. .' _ v rJ ( ) ( ) F ENO PARKING SIGN R8 3A r) u> i :.-'':: . SEE SHEET CS 501 N.-::''10.0':':-'. :R5.5' ( ) 10.0' (SEE SHEET CS 501) 0] 0] ..'O -r R10.0' TYP. o . . . . . . . ... . . . . . . 6" CONCRETE PIPE .::::: :: .:- - - - - - - o p :-:•o ' : '..: :: : '.::: DESIGNATED - Jlf : N :::::::::::::::::: R1o.G'' :::::'::....... CARDBOARD DUMPSTER I =1 III=1 1=III=III=III=III=III= F: : '. . . . . . . . . . . . . . . . . . BOLLARD (TYP.):.•.•. . . . O R10.0' : : : ' TURNAROUND SPACE NORTHING: 3912668.23 VDOT STD. CG-11 (SEE ARCH. PLANS) III -III III=III=III=III=III=11 ::R15.0':_::::: SEE SHEET CS-501 :-:n..:.:.:.:.:.....:•' R15.0°.-.: :-:•.:•:.'�o .: N ( ) . : : : ::: : '.:: m 8 . EASTING: 11487832.09 - R1-1 STOP SIGN WITH STRIPING : : R50.0'::::::::::::::::::;::::..-'..-.'.'. 6" VDOT TYPE I, 21A DENSE GRADED a (SEE SHEET CS-501) R15.0'�r ° _ _ _ \ SUBGRADE UNTREATED STABLE AND COMPACTED TO A . v u o R50.0' n X O DRY DENSITY OF AT LEAST 95% OF THE SOIL'S a MILL AND OVERLAY EXISTING THRU LANE - sIPF R40.0' - - _ - 00 RESTRIPE PAVEMENT MARKINGS AS 562.4 F� STANDARD PROCTOR MAX. DRY DENSITY (ASTM o ENTRY EXIT DIRECTIONAL LIGHT POLE TO BE ALIGNED WITH STRIPE FENCE MEANDERS ) NECESSARY n � R13.0' / AND SET AT BACK OF CURB TO ENSURE D-698 TO A DEPTH 12" BELOW SUBGRADE E (SEE WP-2 ON SHEET CS-501) �\� SIGNAGE (TYP. OF 2) IT IS LOCATED ON WAWA PROPERTY ALONG P/L ELEVATION. 0 E eQP �P J�6 (UNDER SEPARATE PERMIT) EXISTING OVERHEAD J Ll z c �P�QI56ti' I NORTHING: 3912981.34 ELECTRIC LINE SHED (SEE ARCH. PLANS) I JA-ZAN LIMITED PARTNERSHIP STANDARD DUTY z c O�F�oN I FASTING: 11487364.91 EXISTING OVERHEAD D.B. 1134 PG. 536 CONCRETE SECTION Q ° ��' I ELECTRIC POLE DUMPSTER AND SHED MASONRY ENCLOSURE SHALL BE I D.B. 779 PG. 401 (PLAT) FUEL CANOPY, BLDG. PARKING, AND DUMPSTER PAD i o TIE INTO EX. CURB A HEIGHT OF 8' AND MUST BE CONSTRUCTED OUT OF PARCEL ID: 061 WO-02-00-00200 w - AND GUTTER ARCHITECTURAL BLOCK TO MATCH THE BUILDING ZONED: C-1 COMMERCIAL Q MASONRY (SEE DETAIL ON SHEET CS-503 AND ARCH. PARCEL USE: VACANT COMMERCIAL LAI 5' CONC. SIDEWALK r I PLANS FOR ADDITIONAL INFORMATION) Z I 8" AIR ENTRAINED PORTLAND CEMENT Q w RMD PROPERTIES, LLC I CONCRETE W/ A MIN. FLEXURAL STRENGTH OF 650 PSI AND MIN. 28 DAY oa COMPRESSIVE STRENGTH of 4,000 PSI N D.B. 2217 PG. 191 2.0" SM-9.5A D.B. 407 PG. 55 PLAT) BITUMINOUS TACK COAT 4.0" BM-25.0 N PARCEL ID: 061 W0-0-OA-00200 ZONED: C-1 COMMERCIAL 7 ° PARCEL USE: MARKET Q 11 1 L Y .. ... ui W w z ° =1 I -I=1 I I=1 1=1 11=1 I �I 11=1 1=_ 11=1 I I 11=1 1=1 11=1 11=1 1=1 LL n = I I III=III-III-III=III-III-I 6" VDOT TYPE I, 21A DENSE GRADED O O c 6" VDOT TYPE I, 21A DENSE GRADED UNTREATED AGGREGATE BASE C ^J 5 UNTREATED AGGREGATE BASE SUBGRADE - STABLE AND COMPACTED TO A v J 0 3 SUBGRADE - STABLE AND COMPACTED TO A DRY DENSITY OF AT LEAST 95% OF THE SOIL'S n s DRY DENSITY of AT LEAST 95% OF THE SOIL'S STANDARD PROCTOR MAX. DRY DENSITY (ASTM 0 o STANDARD PROCTOR MAX. DRY DENSITY (ASTM D-698) TO A DEPTH 12" BELOW SUBGRADE LLJ D-698) TO A DEPTH 12" BELOW SUBGRADE ELEVATION. m Y ELEVATION. J E WAWA ASPHALT PAVEMENT SECTION HEAVY DUTY Q DRIVE AISLES TRUCK ROUTES CONCRETE SECTION SHEET NUMBER 0 s UNDERGROUND TANK PAD CS-101 0 O Q 0 0 T N E Y O T d 0 r 3 0 N U C N ° ° 0 N N Q 3 0 � E w o J = � T Y w 1 E � Y Z T Q � Z c Q 0 J ° 1 a w ° 0 z ° Q o 0 O 0 = N O n i H ° V c I � n +' N .. Y � � O N Y L . N 3 c O � — v E <� Q ° N N _ r L ✓ n 0 � o � w u O o 0 v O ` 0 v � E O ` c I ° 0 N D N O C U v � L ° I n '0 a n o � 3 h � S U �I 3 :J L Y O Y v E C n v � o j a V n J P U N y a � N T y 0 U T c E E o m I 0 v Z c J N Y � 1 '> v N Z O Q J � Y v E Z Q c_ n C � O — o � c J) � V V � n v 0 0 o N O � J � N O � Y c ° � Y n a v C N O L U n N 5 v 5 � 3 .. v �s .N 0 0 U C N nE U or e / / / / 0 I / SET (VA) CHARLOTTESVILLE-1165 PEPSI PLACE, LLC D.B. 4722 PG. 213 i 10+00 D.B. 2359 PG. 589 (PLAT) / �PQ k90�y PARCEL ID: 061WO-02-00-00280 R\Q' 1ST\G 9y� ZONED: C-1 COMMERCIAL � p PARCEL USE: CONVALESCENT HOSPITAL 12+00 ` o DECK 0\'OC1I'�G +0 i 13+35 vt SIGHT DISTANCE LEFT GREENBRIER DRIVE HEIGHT OF OBJECT 456 456 U iv x ✓i 452 as' — — — — — / 452 _ _ I � I / 448 HEI HT OF EYE / / 448 / EXIS G GRADE 444 / 444 H / / PROPOSED GRAD 440 440 438 438 O `0 n N Ln 10+00 GRAPHIC SCALE IN FEET 0 20 40 80 11 +00 12+00 SEMINOLE TRAIL U. S. ROUTE 29 (VARIABLE WIDTH PG. B.291 D.B. 307 PG. 133 — S.H.P.B. 1 PG. 228 D.B. 307 PG. 475 — S.H.P.B. 1 PG. 232 m 14+65 14+00 13+00 11+00 u ti Ed 13+00 L1 464 SIGHT DISTANCE RIGHT GREENBRIER DRIVE GRAPHIC SCALE IN FEET 0 20 40 80 448 HEI HT OF EYE C3 444 ° 444 '•1 ♦ PROPOSE GRADE ♦ 440 ♦ �� 440 \ \ a 33g• \ 436 EXISTING GF ACE 436 ♦ ♦ HEIGHT OF JECT ♦ 7 432 ♦ ♦ 432 13 ♦ ♦ 428 428 424 424 o rn N 10+00 11 +00 12+00 SIGHT DISTANCE LEFT SEMINOLE TRAIL 13+00 2 GRAPHIC SCALE IN FEET 0 20 40 80 HORIZONTAL 464 HEIGHT OF OBJECT SIGHT DISTAN 465 w s 460 N 460 / EXISTING GR DE �" 456 456 " PROPOSED GRADE 452 452 450 450 Gu rn Lo In In 't't 10+00 11+00 12+00 13+00 14+00 GRAPHIC SCALE IN FEET 0 20 40 80 HORIZONTAL 2 w Q 0 O M N M N L, ZQ Z > O In E7 L'J Z O Q U N 0 OU � co co p U Q 0 z 0 oOco Q Z— O } L of 7 n JLj o 0 W w003 Y Y J N 3 O �J N O 0 O O r 7 "v� i RYA PERKINS LID. No. 046565 II/I9/2mI Z m :E d U O N 3�. 0 m 0 V1 m IY J O CN Ln ~ \ ¢_ In > m a-Q 0 o o m 0 Q z z w Y Q N Q w V Ul O O U W uJ U J zLL Qp v / 0 Ax 2 z J � 0 0� Z Q L1� 1..�1 N m W Z w W O u U n/ LL r� V w J Q Ld m J Q SHEET NUMBER CS-201 6 C N N O O m Q U O O x T v Y 0 Y 0 0 r 3 a 0 N O c N 0 m Q O E 0 x T v E n c 0 0 a O 0 C 0 0 O C 3� v n 3 J O � 5 � 3 W.. — C n E D V n °o I m J L ill C O L in o c . 0 a: n a o :J a E L � n c C 0 T o t N c w o � 0 Y n 0 n 0 m I 3 � L � s 3 3 0 0 ru t .. c I 0 p n r) C � O m N o > a J � I a Y '0 N a Y y N L E O n T D c O V m m v - U m V '- _ ai T � � N n L o m z E n N in Q C — O W � O W _ — C r n a, I � n m 3 a 0 in O � J 6 N N O � L U y c 0 0 n a N C a 0 � 0 n N 5 Wy � 3 �L 0 0 E n 0 0 p o or 0� Center of Bollard }' Plastic Cow 9" Min. From by Ideal Shield Edge of Pour ALL COVERS TO BE WHITE 6' Sch. 6o Face of Sidewalk Steel Pipe Neoprene Tape Adjacent Sur/oce 10" Schedule 40 " PVC Sleeve Cut 1" Below Finished Sdewalk Elewtian Concrete Encasement Concrete K: Subbase Varying Thickness 6" Compacte Pea Gravel Betl Subgrade Pea Gravel Auger Bore CONCRETE AREAS }" Plastic by Ideal ALL COVERS TO BE Ban. 80 eN Pipe Neoprene Tape IV Schedule 40 PVC Slew Cut Flush WIN Flnlsh Bituminous Elevation Subgrade 6" Compacte Pea Gravel Betl Pe Orions IAuger g. 8. BITUMINOUS AREAS 6" Sch. 60 Steel Pipe }" Plastic Cover by Ideal ShiN Neoprene Tape ALL COVERS TO BE WHITE IV Schedule 40 4" Topsoil PVC Sleety Cut r__/Flush Mth Topsoil Subgrade 6" Compocte Pea Gravel Bed Pe Growl .h Ise" —I Auger a. LANDSCAPED AREAS O RESERVED PARKING PENALTY t250 FlRSr OFFENSE PVC Slew Cow Embedded Out t' Balm }' Into Sealant Finished Elevation 1' SIKAFLEK IC SL Sealant 11111111111M." wls/ S' Nan —Shrink meal Grout . Pea pawl e' Bch. eo Stall Pipa GENERAL DETAILS AND CAULK/GROUT DETAIL FOR CONCRETE AREAS cow Embedded }' Into Sealant P SIKAFLU 1C SL Sealant PVC Sew Cut Flush WIN finish Elevation of Bituminous/Topsoil .. Y I I =I 4" Topsail -C �..: 1w r +w Concrete Encasement Poured Flush To Subgrade 3" Non —Shrink Grout BITUMINOUS LANDSCAPED CAULK/GROUT DETAIL FOR LANDSCAPED & BITUMINOUS AREAS TYPICAL DETAIL NEW CONSTRUCTION NO SCALE FASTENED WITH ACORN NUT E S E R V E D LEGEND AND BORDER - GREEN BACKGROUND - WHITE PARKING SIGN SHALL BE (12'X18') F& WHITE SYMBOL ON BLUE BACKGROUND FASTENED WITH ACORN NUT V A N LEGEND - GREEN BACKGROUNDWHITE (RETROFLECTIVE) PRDVID ESSI (REQUIRED S(R7-8a) ACCESSIBLE X6E)VAN WHERE N z ? ww Y Q Z K w0 NSENw SES LEGEND - BLACK /OR BACKGROUND - WHITE (REFLECTIVE) 90 YJIICE SIGN SHALL BE R7-8P (10'X12') vas ONE tj MAISIGN TO MEET LOCAL REQUIREMENTSi6Kl ca a i N .. ¢ a BREAKAWAYDSTEEL 0 is U POST NOTE- SIGNS SHALL MEET THE REQUIREMENTS OF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. ADA PARKING SIGN DETAIL N.T.S. PROPOSED MAMA FOOD MARKET Intersection MAMA INC. ENCINEERINO DEPT. ..ex-y_ Pea I. SUrl"" PIM IIII H INMe ;Top of Pipe) Varies GENERAL BOLLARD DIMENSIONS AND SPACING AROUND BUILDING Q4AP.WC 5'CA[E Y i PROFDSED MAMA FOOD MARKET Intersection. y_ GY MAMA IM:. ENDINEERINO DEPT. Ma I. B,RIease MS .OI H IMO " J J � J W Q ~ r Z !n Q a 0 W Z W W p J 3 J J - L7i � NO PARKING m W R=4" H Q z Q � �a K O_ a 0 2 COATS OF 4" w WIDE BLUE TRAFFIC PAINT (TYP.) z Q Of FZ 1ow 0 3 f- BACK OF CURB u1M T co z 0 0 3 (n a > clia Li STRIPE WITH 2 COATS OF WHITE REFLECTIVE TRAFFIC PAINT R-14" NO PARKING SIGN (118-3A) STOP BAR STRIPING ADA PARKING SYMBOL kRKING LOT STRIPING TO 2 COATS OF WHITE _ELECTIVE TRAFFIC PAINT NOTE: SEE SITE PLAN LJ LI LI FOR PARKING SPACE LAYOUT AND DIMENSIONS PARKING LOT STRIPING H.C. PARKING SIGN R7-8 W/ "VAN ACCESSIBLE" SIGN MOUNTED BELOW WHERE APPLICABLE (TYP.) VARIABLE DIMENSION — 5'-0" AISLE TYP.; 8'-0" AISLE FOR VAN ACCESIBILITY ADJOINING H.C. STALLS (1 IN EVERY 8 H.C. SPACES TO BE VAN ACCESSIBLE) 4" WIDE BLUE PAINTED STRIPPING '450 GRID FOR LAYOUT OSES ONLY PAINTED HANDICAP SYMBOL ADA PARKING SPACE STRIPING DETAIL N.T.S. 3/8" WIDE x 1" DEEP SAWCUT CONTROL JOINT SEE CONCRETE - SIDEWALK SECTION APPLY 1/2- THICK PRE -FORMED) PLAN EXPANSION JOINT FILTER CONCRETE SIDEWALK 30" i BROOM FINISH 0. a 4" CONCRETE, MIN. 3000 PSI STRENGTH 4" COMPACTED VDOT TYPE 1 #21-A STONE BASE COMPACTED SUBGRADE NOTE: REFER TO GEOTECHNICAL REPORT FOR FINAL SECTIONS AND DETAILS SECTION STRIPE CROSSWALK WITH 2 COATS WHITE REFLECTIVE TRAFFIC PAINT (WHITE LEGEND, RED BACKGROUND) STOP SIGN (R1-1) CROSSWALK STRIPING 4" STAMPED CONCI IN "RED BRICK" W/ 6' MODIFIED Sl LAND AS REQUIRED " RADIUS CONCRETE 4" STAMPED \ / CONCRETE 1" RADIUS\ / PAVEMENT? .T' \6" 2A MODIFIED STONE MOUNTABLE CURB/ISLAND AND STAMPED CONCRETE DETAIL N.T.S. 0 M N M N LZQ z< O 1n o Ld Z 0 Q U N 0 0(-) CC 00 p U o z o 0 ooco Z— O W of co J O_!n 0 0 bi Y Y J N 3 O �J N O(D O (D r RYA PERKINS LIC. No. 046565 ��/19/2021 z m � a-2i U O N 0 m U V) rl� IY W O CD w N Ln 0 00 Of L<7 ~ In > m a- I) 0 Q o m Q z z W Y Y W CD ¢ Q N w v / J Q LU LLJ ►iI 0 n/ LLU Z C N W Lu Iss— z W Uj O 0 r�� U `'_' V J Q Ld m J Q SHEET NUMBER CS-501 0 O a C O `O _ T E O T 0 0 0 5 3 a N 6 0 m a c 0 0 T E c 0 0 0 0 c 0 C O 0 `O .L. 0 C 3 v n 3 J Q 0 y O �y W 3 n � E 0 0 I � n � :J L �I O v L � m c C O D Q n J O I E n c C O m m `O y v c v O � T -6 V N N n v 0 d 0 LN I 3 � L U �s J 3 O 0 C O I v p � D v � o h N > n I a Y .0 N Y y v L E O V T j c O V m C y m � 0 � N E o w > c O N z E J c_ C 0 W - - C n .E V r I c :J v v 3 a O m O � J � N N O � L O y c 0 N y n a v � 0 0 N O L 0 n � c m 5 � 3 v `0 s 0 D 0 E n � 0 O o or T.O.C. "TE VINYL CAP INLESS BOLTS 7" WHITE ALUMINUM WITH RED LETTERS MERGENCY PUMP SHUTOFF BUTTON BOLLARD. SEE SEPARATE DETAIL 4X4 PRESSURE TREATED POST SLEEVED IN WHITE VINYL CONDUIT FRONT ELEVATION r BOLLARD TO BE CLOSER 1 TO CURB THAN SHUTOFF I SWITCH " PLASTIC COVER BY IDEAL SHIELD. ALL COVERS TO BE WHITE MAX PLAN VIEW EMERGENCY PUMP SHUTOFF ("E-STOP) DETAIL N.T.S. 15.37" CONCRETE PAD (SEE STANDARD Ll DUTY CONCRETE DETAIL) CURB `ADA CONSTRAINED DIMENSION 10" MAX BOLLARD AIR SPACE, (TYP.) (SEE AISLE, AND DETAIL) ADJACENT SPACE TO BE 6" CONCRETE ASPHALT 4" WHITE 3" AIR PUMP SIDE ELEVATION N.T.S. 4' x 3' AIR MACHINE PAD W/ 2 BOLLARDS <. I"AIR PUMP PARKING ONLY" SIGN a . " YELLOW a a a$ 4' x 3' AIR ° G : MACHINE d 4 d. d a ° PAD W/ 2 �.A BOLLARDS N.T.S. o EXCEL AIR MACHINE O MODEL #SC05 BOLLARD (TYP.) (SEE DETAIL) AIR PUMP FRONT ELEVATION N.T.S. END VIEW FASTENED WITH ACORN NUT AIR PUMP PARKING LEGEND AND BORDER — RED BACKGROUND — ONLY WHITE SIGN SHALL BE R7-8 (12" X 18") FASTENED WITH ACORN NUT v NOTE: SIGNS SHALL MEET THE REQUIREMENTS OF > GALVANIZED THE MANUAL ON UNIFORM CO (=j1 BREAKAWAY TRAFFIC CONTROL DEVICES. a STEEL U POST c� z c�0 Y 0_ Q o_ AIR PUMP PARKING SIGN DETAIL TOP VIEW A'_eAll MAY 'A 1/A I/4x2 FLAT BAR -J KICK PLATE PACIFIC STAIR STANDARD GUARD RAIL WITH HANDRAIL PicKeT J CORPORATION. L POST AND TOP LINE MATERIAL TO BE HSS 1 1/2" x 1 1/2" x 0.120" SLOPE TOWARDS ASPHALT i TDO ' �n 10" PVC SLEEVE 6" BOLLARD 24"0 W/ COVER CONCRETE PA CURB + •- 8"W X 36"D X *''to M DESIGNER NOTE: AIR PUMP TO BE PLACED INLINE OF SIGHT TO BUILDING. AIR PUMP PLAN VIEW DETAIL 53.5" MADE OF ROLLED ALUMINUM: 11/2" SCHEDULE 40 ALUMINUM WITH 17/8" O.D. STANDARD LENGTHS: 60" SECTION FITS UP TO 5 BIKES STANDARD HEIGHT: 116" INSTALLATION OPTIONS: SURFACE MOUNT FINISHING OPTIONS: STANDARD CLEAR ANODIZED MANUFACTURED BY: IDEALSHIELD 2525 CLERK ST DETROIT, MI 48209 PHONE: 1-866-825-8659 STANDARD BICYCLE RACK DETAIL 8690 Stair Way NE Salem, OR 97305 2• HANDRAIL MATERIAL TO BE 1 1/2"0 (lbro" OD.) PIPE R437 NTS www.pacificstairxom 1503.390.8305 3. PICKET MATERIAL TO EtE 1/2" SQUARE BAR 5" RO.5" 30" 24" R1.5" d R1.5" 4 v d d - N Ba_- 4 d c Q e n .d CONCRETE SPECIFICATION TO MATCH STANDARD CURB AND GUTTER SPILLING CURB AND GUTTER (3091) 70" N.T.S. MERCHANTS METALS VINTAGE SQUARE PREMIUM, SPEAR TOP SMOOTH RAIL PANEL ATTACHES TO POST WITH CLIPS 30" 28" 704" PANEL WIDTH 4,375" O.C. 48" 1 6" JIGS: DESIGN AND SPECIFICATIONS SUBJECT TO CHANGE BY MANUFACTURE. Afik Merchants M e t a I s POST AND FOOTINGS AS REQUIRED BY SITE CONDITIONS AND CODES. ..MerchsntaMetals.com the first name in fence solutions Bch-Info@MemhantsMetals.mm SIZE FILET PART NAME, RED VINTAGE SQUARE REGENCY /1 6-260-1600 A PRFMIUM MMI SPFAR TOP 3—RAII A VSP.R.R.6W 0 M N r7 N LZQ z> 0 Ino --Z O Q O N OU DOp r U (5r z o 0 Z N CO I �'cor Z— coJ 0 ) � _U1 0 W Y W03 N 3 0 0 N �0O 0 i RYA PERKINIS LIa. No. 046565 11/19/2ml U O CN � O m U -- N � w 0 W n �' Ql I— � Ul > M m 0 6) Q m Q z z W Y Y W ¢ Q N w Ul O O U J Z �1j T i 1..�1 C N W W z LIJW W Ld W V J Q W M J Q SHEET NUMBER CS-502 C } m N GATE SLOPE PRECAST CAP T.O. WALL Li 9' 0., Q , a T,O. MASONRY $'_ 8.. BRICK TAVERN Y T.O. SILL 0 T MANUFACTURED z STONE SILL —BRICK TAVERN w T.O. FLOOR SLAB 0, 0„ 0 RIGHT ELEVATION 0 0 N z Q o r7 a N La Y GATE Z T.O. WALL /� O W g Q ao � n iiiiiii iiiii�iiiiiiii \'•,, T.O. MASONRY OU � p ■ i�iiiiiiiiiiiii 8' _ 8" , N� r7 U BRICK TAVERN ^ ao � LIGHT FIXTURE "°�� iii i ozo , o R $H R T.O. SILL �� c Lu 5 0 oN W Y MANUFACTURED w� o STONE SILL D_ � Y Q BRICK TAVERN iiiiiiiiiiiiiiiiiii Q � i iiiiiiiiiiiiiiiii 0 O T.O. FLOOR SLAB p� 0' 0" LEFT ELEVATION U)N r SALTH op pt`P s° r U RYA PERKINS y Q LiC. No. 046565 i IGATE SLOPE PRECAST CAP O ii/ 9/Z�i ww E LIGHT FIXTURE O. WALL .n T.h �s �ti4 T.O. MASONRY `sI�NAL 8' 8„ � m � o U N O U M 0� BRICK TAVERN o LioN } 0 00LC) H m > T,O. SILL a-� o Q o m m w o o a 5' 0" a \ z z W 3 MANUFACTURED Y < w < z o y STONE SILL o o U ° 3 BRICK TAVERN �o BOLLARD i v co T.O. FLOOR SLAB ^ � o > a FRONT ELEVATION U0 Q a U u / w Ya W ° Y 0 E o 60. � a W o v SLOPE PRECAST CAP T.O. WALL 0 g N- vJ i a i T.O. MASONRY i $, - $" E ° ==== LIGHT FIXTURE BRICK TAVERN. z T.O. SILL t 5'-0" V) MANUFACTURED STONE SILL iiiiiiiiiiiiiiiiiiiiiiiiiiiiiiii - BRICK TAVERN U m iiiiii iiiii iiiii wr.'^. ILI` ii o t= l�6 w U i v T.O. FLOOR SLAB 0 a O O o N ° REAR ELEVATION c� z J� v C W yQ W o N Y a W Z W z m o n/ 0 can w O �ILI`r� O Y Metal Door Trim Thin Brick A w 3 Benjamin Moore James Hardie Tavern Flash R ch V _J Pumice Stone Arctic White Q BM #1197 JH10-20 Marion Cerami W m �v Q m SHEET NUMBER E CS-503 a 0 N Q 0 C O x i v E Y O T a v r 3 ° a N 6 c v; ° 0 0 ° a 0 E 0 T Y T a c 0 0 a 0 0 c v 0 O N 0 3 0 � C z � Q J 3 1 z 'o z_ 5 3 Q E ° I ° J : r m N c � o x v 0 u 0 o 0 Z Q :J n 0 a E n -v c c � o ` o N C � o m rr a V � m c n m o `a I m v 3 O - .2 � U 3 s ° 3 � oL I � m YJ � n h 7 C v m N O J a I a Y U Y � a N ° E y h o T c 0 0 V O m c 0 :V y O V N T w u_ L � n 0 � o 0 C c Z E 2 z Q N J 1 o Z 5 ° Q C Y 'm 7 r 7r c v 3 a oN O � J � N o � x y c 0 � y n a m �u C N O L U n ° 5 c m 5 � 3 ru s 0 0 E n D 0 p 0 0r STRUCTURE TABLE STRUCTURE NAME DESCRIPTION RIM HEIGHT STIR. 97 EX. STRUCTURE 427.59 STIR. 98 VDOT STD. MH-1 436.52 8.82 STIR. 99 VDOT STD. DI-3B (L=6') 444.48 10.38 STIR. 99A VDOT STD. DI-36 (L=6') 446.09 4.09 STIR. 100 VDOT STD. MH-1 454.59 14.12 STIR. 100A VDOT MODIFIED MH-1 (CONTROL STRUCTURE) 454.82 11.44 STIR. 101 VDOT STD. DI-3B (L=6') 457.23 7.15 STIR. 101A VDOT STD. MH-1 456.92 8.12 STIR. 1018 VDOT STD. DI-2B (L=6') 455.89 5.88 STIR. 102 VDOT STD. DI-1 455.90 5.21 STIR. 110 VDOT STD. DI-3B (L=6') 453.87 8.32 STIR. 111 VDOT STD. DI-3B (L=6') 451.05 5.25 STIR. 112 VDOT STD. DI-36 (L=6') 452.46 6.38 STIR. 120 VDOT STD. DI-3C (L=6') 455.27 5.77 STIR. 200 DOGHOUSE MANHOLE 454.64 5.55 STIR. 201 VDOT STD. DI-3C (L=6') 454.21 4.95 STIR. SWM1 SWM STIR. SWM2 SWM STIR. SWM3 SWM STIR. SWM4 SWM �CQ GNNy RFC II II III III - TP TO BE ADJUSTED TO PROPOSED GRADE AT EDGE OF SIDEWALK II N1 d II452.95 STORM PIPES PIPE SEGMENT LENGTH DESCRIPTION SLOPE INV. (IN) INV. (OUT) STIR. 98 TO STIR. 97 51 LF 15 IN RCP 10.00% 427.89 422.81 STIR. 99 TO STIR. 98 63 LF 15 IN RCP 10.00% 434.32 427.99 STIR. 99A TO STIR. 15 LF 15 IN RCP 2.01% 442.00 441.70 STIR. 100 TO STIR. 99 82 LF 15 IN RCP 6.35% 441.90 436.72 STIR. 100A TO STIR. 100 49 LF 15 IN RCP 2.83% 443.38 442.00 STIR. 101 TO STIR. 101A 48 LF 15 IN RCP 2.45% 450.08 448.90 STIR. 101A TO STIR. SWM2 72 LF 15 IN RCP 0.50% 448.80 448.44 STIR. 101E TO STIR. 101A 182 LF 15 IN RCP 0.57% 449.93 448.90 STIR. 102 TO STIR. 101 92 LF 15 IN RCP 0.55% 450.69 450.18 STIR. 110 TO STIR. SWM4 21 LF 15 IN RCP 0.50% 445.55 445.44 STIR. 111 TO STIR. 110 32 LF 15 IN RCP 0.50% 445.81 445.65 STIR. 112 TO STIR. 111 34 LF 15 IN RCP 0.50% 446.08 445.91 STIR. 120 TO STIR. SWM3 25 LF 15 IN RCP 6.31% 449.50 447.92 STIR. 201 TO STIR. 200 32 LF 15 IN RCP 0.50% 449.25 449.09 STIR. SWM1 TO STIR. 100A 4 LF 15 IN RCP 0.50% 44 3.50 443.48 / G / 6N N, p0 a Q E / N65 hREPLACECONTRACTOR TO RIPRAP \�'L�$0 / AND PERMANENT SEED •(0� BLANKET MATT DISTURBED F G SLOPES WHERE APPLICABLE / CONNECT TO = 54"±RCP/EXISTING STRUCTURE 440.31 / T( MF /�� / 97 / CONTRACTOR TO ENSURE MAXIMUM 2% CROSS -SLOPE THROUGHOUT PEDESTRIAN CROSSWALK CONTRACTOR TO REMOVE EXISTING - STRUCTURE AND EXTEND PIPE TO i PROPOSED STRUCTURE 99A. �� -CONTRACTOR TO VERIFY VERTICAL \ LOCATION OF FO LINE FOR��, LOCATION OF "STEEP SLOPES-MA7!A!! " POTENTIAL CONFLICT WITH951DENTIFIED ON ALBEMARLE COUNTY STORMPIPE EXTENSION.NgCCONTRACTOR TO FIELD VERIFY DEPTHS v I E OF ALL EX. UTILITIES AND CONTACT 44g KIMLEY-HORN IF CONFLICTS EXIST Io Age �J' '� .yJ PEPSI PLACE, LLC 1 III11 1 Iyy�� D.B. 2359 PG. 589 (PLAT) L��I 1I II11 11 9I��o�y PARCELZONED: C 1 WOCOMMERCIAL 2B0 PARCEL USE: CONVALESCENT HOSPITAL EX. GAS LATERAL TO REMAIN. CONTRACTOR TO CONFIRM VERTICAL LOCATION OF GAS $O� LINE AT PROPOSED STORM CROSSING �N`L660 P�\ WA, 1` \ � o N�$6b tll l'l�I \ II`14 ocrK_��15"CPP�� Ca 20'PU�B`LIICC DRAINAGE EASEMENT - - - o-, hoc, \/SRC GRp GRADING LEGEND TC: TOP OF CURB ELEVATION BC: BOTTOM OF CURB ELEVATION TW: TOP OF WALL ELEVATION BW: BOTTOM OF WALL ELEVATION TI: TOP OF ISLAND ELEVATION BI: BOTTOM OF ISLAND ELEVATION FF: FINISHED FLOOR ELEVATION FS: FINISHED SURFACE ELEVATION P: PAVEMENT ELEVATION G: GROUND ELEVATION RIM: STRUCTURE RIM ELEVATION ME: MATCH EXISTING )()(X DRAINAGE STRUCTURE CALLOUT VDOT STANDARD CG-6 SPILLING CURB AND GUTTER GRADING NOTES 1. THE ROOF/LANDSCAPE DRAINAGE SYSTEM HAS BEEN DESIGNED IN ACCORDANCE WITH THE CURRENT EDITION OF THE INTERNATIONAL PLUMBING CODE. 2. PIPE LENGTHS ARE MEASURED FROM CENTER OF CHAMBER TO CENTER OF CHAMBER. 3. VDOT STANDARD ST-1 STEPS ARE REQUIRED ON ALL STRUCTURES WITH HEIGHT GREATER THAN 4 FEET. 4. ADA ACCESSIBLE PARKING SPACES ARE SHOWN AS SHADED AND DESIGNED WITH A MAXIMUM 1.5% SLOPE IN ALL DIRECTIONS. CONTRACTOR TO ENSURE SLOPE DOES NOT EXCEED 2.0% IN ANY DIRECTION. 5. PROPOSED SIDEWALK/ADA ACCESSIBLE ROUTES ARE SHOWN AS SHADED. CONTRACTOR TO ENSURE CROSS SLOPES DO NOT EXCEED 2.0% AND LONGITUDINAL SLOPE DOES NOT EXCEED 5.0%. 6. ALL CURB INLETS TO HAVE REBAR TRASH RACK INSTALLED. O M N M N L�Q z> O In o �z QO O N 0 OU �Ix co p 0 a o i z z af oOco Q I � Z- O } w J ou)of o_N � 0 w0 O Y 3 Y J N 3 0 pJ N O00 0 r "7 v� RYA PERKINIS LIC. No. 046565 11/19/2ml w Q 0 In z O w TC ME - ti � - 455 1 40b.TC 101 ��: F� °-N454.F5 1 IG-�454.41 _ �.•m i�/nr-�T�o_� `\��\\\-\\-\ \\' z m � d 454.72 �' 454.80 / • • 1 6 \ �455.67 - ' TC \\ \ \\ \\/ U N O 0 N � CANOPY DRAIN A5 !100A \ \ \ 456.86 TC / 0 �_ - \\�\ \ \ w O CN Ln \ FS ME i INV: 451.30 \ \ \ \� 0 10" PVC 456.28 T 455.01 454.57 wM - \\ \ \ N\ p a 456.66 100 0 \ \\ \ � � O 'm m %N�0 C / 454.21 TRENCH INV. 454.80 455.24. TC TC \TC BCC / Fg _ _ - 455.77 455.77 120 \\ \ \\� \\ \ 1 CONNECT 6" PVC TO 456.74 C 454.93 gJ _ 1 TC TC J / \\\ \ \ Q - Q } w \OQ Nh TC 454.36 6" PVC 0 1.00% - T - - - . FS P 456.85 RCP WITH RUBBER \ 455.TC _ 10 455.27_ 5 \ \ �\ \\\\\\\ / Q o \ o m o 454.27 0 456.32 FS BOOT CONNECTION \ FS 456.14 TC BCC j _ 456. TC 4 5.45\� \ \ \ / _ J 3 .. / P \ TC) \\ \ �\ \ \ TC T P c • .455 93 TC \ \ Y ¢ v ¢ w TI 455.25 -TI 455.51 ; TI 455.76 / RS 456.26 456.1 1\ 1 \\ \ w CONTRACTOR TO CONFIRM r a+ TC 1 1 " ' BI 454.75 BI 455.01 BI 455.26 / //� 456.05 h1 TC 455.85 TCj VERTICAL LOCATION OF GAS LINE 201 ®•, ® ® ®. / TC AT PROPOSED STORM CROSSING - ' '• '•.- �n / G p TC BC / I I I , •` : 456.78 �. 456.44 / TC 455.84+ 456.30 / ao N V OIL WATER y- ..� : 456.40 -`^i.` FS� G 456.59 TC BC / I I I I N r> / .. FS . ,, C, SEPARATOR / FS Wawa ' a5ss7 \ \ T T-� 1 / 11 I I I I I NN I NV. IN: 450.00 / i �'�-'•��' • -' •I ^ :.• F$`/9�- / �� 456 n I I T ... �.; _. f. r. 456.59 457.00 458 C� C? 455.41 INV. OUT" 449.88 / ; ' ' - - S - 4 p - )- I d 0_ i} .'... ' �. '-.' • .'. .� -I 456.75 r.- �`Z �TC / TC 456.32 I / 1111 1 � ^ FS TRENCH OUTLET / " '-'' - FS 6 PVC 0 1.00% FS 0 / 455.44 I I 4 TI 455.77 TI 455.95 :TI 456.15 2.26 ACRES FS TRENCH INV:453.50 . :.-: BI.455.27'-. B1.455.45 :BI 455.65456.34 �.1.93g W50-FB-VA \ 0 C 4S \ / s I PIPE INV:452.50 ■. s� . ,` T 101A > � �i rn m m s'455.41 a-� .. ° . �� •.. FS 6,049 SF ._ ... I N Jill I I <- TIC 455.18 [ti Q 22 45 52 TC/94Ca FS P�' .. '•c •.� 4FS7P / FFE:45705 :,•, �/ G / 11 1 Ito \ 3 a cn cn TC BC ll' I I - 6" PVC 0 1.00% ... " .. .. -� �; . ♦ :+' - \.: • 1. �8g 48 WAWA SPACES ' I ` / )- ` I I I s r 7 i Q (� w r 455.02 \ /i : ' �.. . ` ".. •. 456.46 v y ',i'. N-.i456.97 457.16 457.70 / -1 N r7 u7 FS 454.95 TI 456.27 TI 456.37.TI 456.53 FS456.79 CLEANOUT (TYP.) ' FS TC TCI A5 111\I hII ti Q m �+ 454.89 a TO '-BI_455.77' BI 455.87 BI 456.03 :FS 456.85 457.64 458.14 737 I11 ) �I I I C ,Y/ ■ . r ". 4ss.e3 Y �� c I1111 1111I I r z FS N1 , / . ' FS - �� FS 458 rn r Q Cj Cj 455.17 6 FS INV: 454.05 (TYP.) TC �458.78 > 0 0- C 456.03 z' ' . .... wv N - _ ' ' i ;1 > '. W .� 1 / •. TC III 11 1 ro/r - CANOPY DRAIN (TYP. OF 6) 456.62 ' 101 N� 457. TC 459.071 / - FS 111� , III I 0 O O - - INV: 452.94 456.88' .� TC / �n 1 I III f r7 N7 _ II I 15' LUNyOSETWO TRENCH INV. 455.78 456.25 P56.56^ _ --o: - 456.95 P ,t�5$ / • -+.0 458.38 / 11 ;�I II I III\ 11 'Il, 456.41 EAS MENT FS P 456.64 456.83 _ "O�•�Oa _ -r'.r 456.97 / r� ![ 1 m m 5 000lJl TC 48�1 P 24d SS �- aS P S F$ FS 457.54 457.S6W/ W W FS 459.30� 45 T� I m��l\I\\\\\IIIII o N`�' �' SS -i- SS / 102 - \�\\ \\\ \ 111 1111 \ J' b / 456.0 457.04 TC TC 459.30 TC \� W W W / TC- W 457.13 457.13 Nh� 458.67 TC / \s \\\�IIIIIIIII 456.53 TC W TC \ TC 458.00 TC \ I I: \ \ \\ I I1 I I I II I I r n �456.64/ .;. TC W TC s\\\\111�11 IIII,i1 V Illy, _ - \\1 �111 I111 111 II �y-tip' TC---\\ _C �111111f1111�111�1111 456.77 r hqT W W W _ W-CLEANOUT (TYP.) IN W _ TAN \) ' / I 6" PVC ® 1.00% W FENCEMEANDERSP/L - 456.92 0P C\i0v�g TC ME 40' GAS LINE EASEMENT D.B. 290 PG. 434 i JA-ZA D IM1113D4 PG. PARTNERSHIP536 II D.B. 421 PG. 500 D.B. 77�G. 401 (PLAT) D.B. 1683 PG. 337 PARCEL ID: 06'1`WO-02-00-00200 II ZONED: C-1 C MERCIAL PARCEL USE: VACANT C ERCIAL LAI RMD PROPERTIES, LLC �9 o D.B. 2217 PG. 191 D.B. 407 PG. 55 (PLAT) oQ N5�' PARCEL ID: 061 WO-02-OA-00200 ZONED: C-1 COMMERCIAL PARCEL USE: MARKET GRAPHIC SCALE IN FEET 0 15 30 60 1"=30' 0 N Z Q '1'Lu 1..�1 N m W Z w W 0 o U r�� V W J Q LJ m J Q SHEET NUMBER CG-101 v 0 0 0 a v C ° 0 a E Y T a ° s 3 m 0 6 0 0 a" v ° `o 3 = D >, v J Y T Y � 1 c 0 Y o J Q o �0 Y o � o � C O 0 n N `o 7 i J � ° N +' to 3 C O .• 0 5 Q 3 J c E n` o C O N -O N y ` L D C C O 0 v T u o v o v L 0 I � a H E � o o `o c � � m I o' 30 6 n > n ° n > 13 J !' Y s u Y 3 O E N v v n C J � 0 O FL V � � n N u T U ° a n t j 0 0 Z E 0 n z _ C Q N J C J Q W J u n 0 J ° C Y E i 2 Y 0 Q C O N Y ° L n w I � 7 v 0 n o O � J � o ° c o Y C ° � y n a ° C O O Y u n � 5 c � 5 � 3 v �s 0 0 U C N n D 0 0 0 0 o r y� InlQ Tn 1nlA 10+00 11+00 12+00 103 TO SWM3 460 O 460 N N LO ao v� o > � Z 456 456 EXISTING GRADE PROPO ED GRADE 452 452 STORMWATER DETENTION448 448 15'ARCP ® 3.31% 444 444 N r LI) � 't 10+00 10+75 102 TO SWM2 00 0 0 ro0 MON oo°D OD 460 NOOD 106 O t a 460 o� ` EXIST] G GRADE � Z 0 v•• ? o n� rn,t ui .. LO off» �Fe?? a > > w ?0 L( Od.2_Z N�Z _��> OFeZ _ _ _ Z 456 PROPOSED GRADE 456 EX. 8' Aq LINE 2 CRO SING (SEE SHEET CU 501) IFS452 (S E SHEET CU 501) 452 H 92 LF OF m wN 15" RCP 0 0.55% N 15" Rp LF 0 o. 2. 59 72 LF OF 15" RCP 0 0.507 448 STO MW 448 TER DETENTION 444 444 00 O 0) 00 00 O 't LO to LO -ItLO 10+00 11 +00 12+00 12+35 GRAPHIC SCALE IN FEET 0 15 30 60 HORIZONTAL 6 J Q U � 3 1.5 VDOT STORM DRAIN DESIGN CALCULATIONS - 10-YEAR STORM FROM POINT TO POINT DRAINAGE AREA RUNOFF COEFFICIENT inlet CA accum IN LET TIME RAINFALL RUNOFF INVERT ELEVATIONS LENGTH SLOPE SIZE PIPE CAPACITY Q/Qr VELOCITY FLOW TIME upper end lower end incr I accum acres C min in/hr cis ft ft ft % in cfs % fps min STR 112 STR 111 0.34 0.89 0.303 0.303 5.00 6.67 2.03 446.08 445.91 34 0.50% 15 4.57 44% 3.61 0.16 5.00 STR 111 STR 110 0.050 0.950 0.048 0.350 S.00 6.61 2.33 445.81 445.65 32 0.50% 15 4.57 51% 3.74 0.14 5.16 STR 110 STR SWM4 0.230 0.710 0.163 0.513 5.00 6.57 3.40 445.55 445.44 21 0.50% 15 4.57 74% 4.08 0.09 5.30 STR 201 STR 200 0.520 0.880 0.458 0.458 S.00 6.67 3.07 449.25 449.09 32 0.50% 15 4.57 67% 3.99 0.13 5.00 STR 100A STR 100 (N/A) (N/A) 0.000 0.000 0.00 6.67 9.48 443.38 442.00 49 2.80% 15 10.86 87% 7.72 0.09 0.00 STR 100 STR 99 (N/A) (N/A) 0.000 0.000 0.00 9.00 9.48 441.90 436.73 82 6.30% 15 16.25 58% 13.75 0.10 1 0.11 STR 99 STR 98 0.030 0.950 0.029 0.029 5.00 6.67 9.67 434.33 427.99 64 9.90% 15 20.37 47% 16.39 0.06 5.00 STR 98 STR 97 (N/A) (N/A) 0.000 0.029 0.00 6.64 9.67 427.89 422.81 51 9.90% 15 20.38 47% 16.39 0.05 5.07 STR 101B STR 101A 0.070 0.950 0.067 0.067 5.00 6.67 1.72 449.93 448.90 182 0.60% 15 4.85 35% 3.61 0.84 5.00 STR 102 STR 101 0.100 0.810 0.081 0.081 5.00 6.67 0.54 450.69 450.18 92 0.60% 15 4.79 11% 2.59 0.59 5.00 STR 101 STR 101A 0.05 0.81 0.041 0.122 5.00 6.47 1 0.79 450.08 448.90 48 2.50% 15 10.11 8% 4.91 0.16 5.59 STR 101A STR SWM2 (N/A) (N/A) 0.000 0.188 0.00 6.40 1 3.37 1 448.80 448.44 72 0.50% 15 4.57 74% 4.07 0.30 5.84 STR 120 STR SWM3 0.26 0.65 0.169 0.169 5.00 6.67 1 1.14 1 449.50 447.92 25 6.30% 15 16.21 7% 7.61 0.05 5.00 VDOT HYDRAULIC GRADE LINE CALCULATIONS - 10-YEAR STORM INLET O.SD+ (OUT) ACTUAL OUTLET WSE DESIGN OUTLET WSE Do Qo Lo Sro Hr JUNCTION LOSS FINAL H INLET WSE F/L ELEV Vo (8) Ho (9) Q (10) V; (11) V; (12) LL2INV H; Angle Ho Ht SurfaceQ Runoff Factor? 1.3 Hi IS-1? 0.5 Ht (1) (2) (3) (4) (5) (6) (7) (13) (14) (15) (16) (17) (18) (19) (20) (21) STR 201 450.09 450.09 450.09 15 3.07 32 0.0023 0.07 3.99 0.06 0.00 0.00 0.00 0.00 0.00 0 0.00 0.06 YES 0.08 NO 0.08 0.15 450.24 453.71 STR 120 448.92 448.92 448.92 15 1.14 25 0.0003 0.01 7.61 0.22 0.00 0.00 0.00 0.00 0.00 0 0.00 0.22 YES 0.29 NO 0.29 0.30 449.22 454.77 STR 110 446.44 446.44 446.44 15 3.40 21 0.0028 0.06 4.08 0.06 2.33 3.74 8.71 0.22 0.08 15 0.04 0.18 YES 0.24 YES 0.12 0.18 446.62 453.37 STR 111 446.65 446.62 446.65 15 2.33 32 0.0013 0.04 3.74 0.05 2.03 3.61 7.33 0.20 0.07 60 0.11 0.24 YES 0.31 YES 0.15 0.20 446.85 450.55 STR 112 446.91 446.85 446.91 15 2.03 34 0.0010 0.03 3.61 0.05 0.00 0.00 0.00 0.00 0.00 0 0.00 0.05 YES 0.07 NO 0.07 0.10 447.01 451.96 STR 101A 449.44 449.44 449.44 15 3.37 72 0.0027 0.20 4.07 0.06 1.72 3.61 6.21 0.20 0.07 80 0.13 0.27 YES 0.35 YES 0.17 0.37 449.81 456.92 STR 101 449.90 449.81 449.90 15 0.79 48 0.0001 0.01 4.91 0.09 0.54 2.59 1.40 0.10 0.04 30 0.04 0.17 YES 0.22 YES 0.11 0.12 450.02 456.73 STR 102 451.18 450.02 451.18 15 0.54 92 0.0001 0.01 2.59 0.03 0.00 0.00 0.00 0.00 0.00 0 0.00 0.03 YES 0.03 NO 0.03 0.04 451.22 455.90 STR 101B 449.90 449.81 449.90 15 1.72 182 0.0007 0.13 3.61 0.05 0.00 0.00 0.00 0.00 0.00 0 0.00 0.05 YES 0.07 NO 0.07 0.20 450.10 455.89 STR 98 423.81 423.82 423.82 15 9.67 51 0.0224 1.15 16.39 1.04 9.67 16.39 158.49 4.17 1.46 20 1.04 3.55 NO 3.55 YES 1.77 2.92 426.74 436.53 STR 99 428.99 426.74 428.99 15 9.67 64 0.0224 1.43 16.39 1.04 9.48 13.75 130.35 2.94L1O 70 1.79 3.86 NO 3.86 YES 1.93 3.36 432.35 443.98 STR 100 437.73 432.35 437.73 15 9.48 82 0.0215 1.76 13.75 0.73 9.48 7.72 73.19 0.93 70 0.56 1.62 NO 1.62 YES 0.81 2.57 440.30 454.59 STR 100A 443.00 440.30 443.00 15 9.48 49 0.0215 1.05 7.72 0.23 0.00 0.00 0.00 0.00 1 0.00 0 0.00 1 0.23 YES 0.30 YES 0.15 1.20 444.20 454.82 460 452 112 TO SWM4 k00m ui uo ui o NFZO -:i>> PROPOS D GRADE 460 v rnIt ,6v m a _ s> � 456 452 1 448 STORMWATER DETENTION 34 LF�OF� O. 0% w 444 V) 444 M 21 LF OF PIPE 100 TO 99 15" RCP 15" RCP 0 0.50% CROSSING 15" RCP 0 0.50% 441 441 O � M N to.t T 10+00 11+00 11+21 201 TO 200 460 460 LO N Oi O O N 7 0 L �o in �z o�Z EXISTING o*> 456 N _ GRADE N K 456 PROPOS D \ \ GRADE 452 452 448 1 448 3 LF OF 15" RCP ® 0.50% 446 446 T2tt) 10+00 10 -5( 99A TO EX. PIPE 452 452 O 0 0 0 ItD O 448 a 448 EXISTING GRADE v PROPOSED GRADE 4441 1 444 CONTRACTOR 0 REMOVE EXIS NG STRUCTURE AND EXTEN ipE SED TRUCTURE 9 A. 15 LF OF 440 15" RCP 0 2.01% 440 O O SWM1 TO 97 10+00 10+50 460 ico 1460 0 �M 0 C14 ri W,* o No a LO 00 LL7 •• tZ_0 CnN"44- �0 0 >> �?o N �� �� Off» 456? 456 \ EXISTING GRADE \ 452 \ 452 \� P OPOSED GRADE N N M 448 Co to n 448 TORMWATER PI 1 TO 111 15" RCP v r DETENTION CR SIP * z =o Off» zz a 444 444 49 is,. LF OF ri P ® 283y, \ 4 LF OF a°o 15" RCP 0 0.50 (9 C%j 440 440 0 H ?$� �Z0 \ 00 :� >> 436 436 432 �s� p s� U, 432 U) ® 0 00 n Co N� \ F Z Z Q) ..»> \ O ZZZ 428_L_ \ 428 \N1651 0 !0!0 O 424 $ 424 420 / 420 EXISTING ±54" RCP 416 416 415 415 00 L0 10+00 11+00 12+00 12+7` z O w 01 IIIIIIIIzI O M N r) N L Z> Z 0 Vo LL1 Z O a U N > OU p �E 00 U a z o�z 00r,0 Z- O W D 7 c J O N O W Y WOOS Y J N 3 0 N pJ O0 O 0 0 A V RYA PERKINS y LIC. No. 046565 Apo II/19/2021 Cs jONAL U O N Z 3�. O m m U :E N d of Of W O O W N Ln O 00 Of LC) ~ 0 � ¢_ a m 'm m a Q o o z 0 w S c7 z 3 V Y U w S Ul O O U 0. v) W �S Z 0 Q W J J O 0 j / C/) U 0 0� Z I11 N W Q W z W 0 W o 0 r�� U W V J Q W m J Q SHEET NUMBER CG-501 U C N N O O In m Q U C O C O T v Y 0 T d O 0 In 3 m 0 6 c 0 In Q v 0 E 0 >. E n 0 0 0 3 0 z �j c � o J � o .o Z a N O Y i W � Q 0 ?: C g Y - V 3 n 0 H5 n '3 I J 1ci m E o � v �m m C 0 c 0 Q0 �o n m o ma L F c c 0n 7)o m N sp I m 0 O n a o O 3 s_ S I s b 3 n o n w n m > o JI C J o Y m N 0 Y a n E w U V m n 0 m n y V U O T v c C o V e T � a; c � O n E - m W 0 U O > z a n o J Q C E W c Q C 3:: 0 In Y 0 C n 'ce V r U � I c :7 :J m 0 o m O � J � m m o ° c v y c 0 � .m. n a m �0 C m O L U n m 5 c m 5 � 3 O s 0 0 J 0 i E In D an O o 0r 4 GRATE EL OF REQUIREMENTS M E: S (GHP E) LONGITUDINAL DUCTILE IRON MEETING ADA ftEOUIREMENTS (GHPDE) Gn a 24" Concrete Pipe Division STC 4501i Precast Concrete Stormceptor (450 U.S. Gallon Capacity) Cover and Grate Grade Adjusters To Suit Finished Grade 8" e 6-1 4"0 PVC Pipe Min.15" High w14" Cap I 9" I T T1711 16" -L J 12"0Inlet 4"0Outlet Down Pipe Riser Pipe (Removable) 48"0 - Ri er MATERIALS'" * Varies To Match Grade Insert 4"0 Oil Port Outlet 11 1' See Note 2 18" str' __ _ 1 � Min. *Inlet 5" * If Required 8" a ° a d 8" Q 4 ° Section Thru Chamber a a Insert Tee Here (Tee Opening to Face Side Wall) Plan View Notes: 1. The Use Of Flexible Connection is Recommended at The Net and Outlet Where Applicable. 2. The Cover Should be Positioned Over The Inlet Drop Pipe and The Oil Pork 3. The Stormceptor System is protected by one or more of the following U.S. Patents: #4985148, #5498331,#5725760,#5753115,#5849181,#6068765,#6371690. 4. Contact a Concrete Pipe Division representative for further details not listed on this drawing. closed End cap E7) End Outlet (2", 3".4 6" NN) - Bottom Outlet (2".3", 4", 6" NH) Z886 Applications Highways Industrial Parks Driveways Chemical Plants Kitchens Food Processing Pools Shopping Malls Parking Lots Industrial Plants Gas Stations Pharmaceuticals Airports Amusement Parks Airplane Hangars Installation Specification C12 U I ..1. MPD'SMLih BIT. PVMT 4- slab Thickness pgpm,, WOW 4 Throat 16 overall Width Ranch 11I loth eagloM Max. Flow Rala gels Grab) NumOw Indoor mm Inr3•e am GPM LP6 CFS Ws h0 Son am a9 4.10 104 93 6 0.207 14 62 8602 410 104 4.70 119 122 8 0.272 15 6.8 8603 4.70 119 5,30 136 152 10 0.339 16 74 8603N 530 135 5.30 135 - - - 17 7.7 86H 530 135 5.90 150 183 12 0.408 18 83 8605 590 150 150 465 214 14 0.477 20 69 8606 6N 165 7.10 180 245 16 0.546 21 95 Sal 710 180 7.10 180 - - - 22 10.0 am 7.10 180 7,70 196 276 17 0615 23 10.6 B6W ]]0 196 0.3E 211 306 19 0.686 25 11.2 4"0 Outlet Riser Pipe Outlet Rinker 027 Features and Benefits 80" Modular Channel Sections with20" Grates • .75% Built -In Slope - Handles greater /lows, uniform slope. • Radiused Bottom - Better pow rate, less solids build-up. • Smooth High Density Polyethylene Structural Composite Interior- 096 water absorption. 5 • Durable and Lightweight - Strong corrosion -resistant matenal. • Extm Long Runs - Sidewall extensions allow pre -slope runs longer than 120 feet. • Variety of Gratings • Grate Options -Available in H-20, FAA, ADA. See pages 22-23. GRATE TYPE: HEEL PROOF LONGITUDINAL DUCTILE IRON MEETING ADA REQUIREMENTS (GHPDE) 90' ea FaUNcation FaWication 8609 830 211 8.90 226 339 21 0.755 26 118 1610 690 226 9.50 241 371 23 0.827 27 124 Engineering Specification Channels shall be 80" long, 6" wide, and have a 4" wide throat. Modular channel sections shall be made 8611 950 241 10.10 257 4C 26 bNO 29 130 of High Density Polyethylene(HDPE), have interlocking ends, and ratliused bottom. Channel shall be provided either flat (neutral) or with a 0612 1010 257 10.70 272 435 28 0969 $0 136 .75% built-in slope. Channels shall he available with inverts ranging from 3.5" to 12.50". Channels shall have clips molded into the sides 8612N 1070 272 107E 272 30 136 of the channel to accommodate vertical rebar for positioning and anchoring purposes. Choice of class A, B, C, D, E, and F grates shall be 8613 1070 272 71,30 287 467 30 1,041 31 142 available with H-20 and/or FAA load ratings and/or ADA compliance with mechanical lockdown devices. End caps and catch basins shall 8614 113E 287 11.90 302 49s 32 1.11D 33 148 be available to complement the channels and grates. End outlets, bottom outlets, and safe outlets shall be available in 2", 3", 4", and 6" 05 119E 302 12,50 318 00 34 1,191 34 154 diameters. Trench drain shall be Fla-Thru model Z886. Z886 System Profile - 120'(39.62 m) 3.5"(88.9 mm) SEEM 8602 8603 8603N 8604 8605 8606 8606N 8607 BEES 8609 8610 8611 8612 8612N 8613 8614 8615 12.5" (317.5 mm) i TOTAL COVER: 20" MINIMUM AND 84" MAXIMUM. FIRST 12" MUST BE NOTES: FREE DRAINING BACKFILL (SPEC SECTION 2.01 STONE <1.5" OR SOIL 1. FOR COMPLETE MODULE DATA, SEE APPROPRIATE R-TANKHQ MODULE SHEET. (USCS CLASS GW, GP, SW OR SP). ADDITIONAL FILL MAY BE 2. INSTALLATIONS PER THIS DETAIL MEET GUIDELINES OF HL-93 LOADING PER THE AASHTO LRFD STRUCTURAL FILL (SPEC SECTION 2.03C): STONE OR SOIL (USCS BRIDGE DESIGN SPECIFICATIONS, CUSTOMARY U.S. UNITS, 7TH EDITION, 2014 WITH 2O15 AND CLASS SM, SP, SW, GM, GP OR GW) WITH MAX CLAY CONTENT<10%, 2016 INTERIM REVISIONS. MAX 25% PASSING NO. 200 SIEVE, AND MAX PLASTICITY INDEX OF 4.A 3. PRE-TREATMENT STRUCTURES NOT SHOWN. MIN. 12" COVER MUST BE MAINTAINED BETWEEN BACKFILL 4. FOR INFILTRATION APPLICATIONS, GEOTEXTILE ENVELOPING R-TANK SHALL BE ACF M200 (PER EQUIPMENT AND THE TOP OF THE R-TANKm SYSTEM AT ALL TIMES. SPEC SECTION 2.02A) AND BASE SHALL BE 4" MIN. UNCOMPACTED FREE DRAINING BACKFILL TOTAL HEIGHT OF TOP BACKFILL SHOULD NOT EXCEED T. CONTACT (SPEC SECTION 2.03A) TO PROVIDE A LEVEL BASE. SURFACE MUST BE SMOOTH, FREE OF LUMPS ACF ENVIRONMENTAL IF MORE THAN TOR LESS THAN 20" OF TOP OR DEBRIS, AND EXTEND 2' BEYOND R-TANKHD FOOTPRINT. BACKFILL IS REQUIRED (FROM TOP OF TANK TO TOP OF PAVEMENT). GEOGRID (ACF BX-12 OR EQUAL) PLACED 12- ABOVE THE R-TANKHD SYSTEM. OVERLAP ADJACENT PANELS BY 18" MIN. GEOGRID SHOULD EXTEND 3' BEYOND THE EXCAVATION FOOTPRINT. UTILITY MARKERS AT PAVED 36" (0.91 m) MIN. COVER FROM FINISH SURFACE CORNERS (TYP.) GRADE TO TOP OF TANK: MIN. (2.53 m) HE 12• (0.30 m)���I_I III �I n n n n n n 3'(0.08 m) R-TANKND UNITS WRAPPED IN 8 OZ. NONWOVEN GEOTEXTILE (OR EQUAL) LOAD RATING: 33.4 PSI (MODULE ONLY) SUBGRADE / EXCAVATION LINE: COMPACT PER SPEC SECTION 3.02 D. A BEARING CAPACITY OF 2,000 PSF MUST BE ACHIEVED PRIOR TO INSTALLING R-TANKHD Actr LET'S GET IT DONE 28.15" . �. \ ♦ I1 ENVIRONMENTAL as . aR n n n- .• . i11�L,1�ll dI1�lI�I1M11�a11AlIF....... 24" (0.61 m) J BASE: 3" MIN. BEDDING MATERIAL (SPEC SECTION SIDE BACKFILL: 24" MIN. OF FREE DRAINING 2.03A) MAY BE STONE (<1.5") OR SOIL (USCS CLASS GW, BACKFILL (SPEC SECTION 2.0313): STONE <1.5' GP, SW OR SP). MUST BE FREE OF LUMPS AND DEBRIS, OR SOIL (USCS CLASS GW, GP, SW OR SP). AND EXTEND Z BEYOND R-TANKHD. COMPACT PER MUST BE FREE FROM LUMPS, DEBRIS AND SPEC SECTION 3.03 A. NATIVE SOILS MAY BE USED IF OTHER SHARP OBJECTS. SPREAD EVENLY TO THEY MEET THE REQUIREMENTS OF SPEC SECTION PREVENT R-TANKHD MOVEMENT. COMPACT 2.03AAND ARE ACCEPTED BY OWNER'S ENGINEER. SIDE BACKFILL WITH POWERED MECHANICAL COMPACTOR IN 12" LIFTS (PER SPEC SECTION 3.05 A2). 08/29/2018 R-TANKHD & HS-20 LOADS - SECTION VIEW FOR ADDITIONAL INFORMATION PLEASE CONTACT: FRONT VIEW GEOMETRY: LENGTH = 28.15 IN. (715 MM) WIDTH = 15.75 IN. (400 MM) HEIGHT = 83.46 IN. (2120 MM) TANK VOLUME = 21.41 CIF STORAGE VOLUME = 20.34 CIF VOID INTERNAL VOLUME: 95% VOID SURFACE AREA: 90% ISOMETRIC VIEW MODULE DATA LOAD RATING: 33.4 PSI, (MODULE ONLY) HS25, (WITH ACF COVER SYSTEM) MATERIAL: 100% RECYCLED 1 POLYPROPYLENE SMALL PLATES PER SEGMENT/TOTAL: 5/25 R-TANK" -PENT MODULE FOR ADDITIONAL INFORMATION PLEASE CONTACT: ACF www.acfenvironmental.com 5/16 O C4 N C M N LimZQ Z 0 Vo Z Qo O N OU CC (D�E U a O z of 00 O � Q Z-ow } D'7 J O_!n � w�03 Y Y N 3 0 � N O(D 0 (D r i RYA PERKINS LIC. No. 046565 11/19/2oa1 m C a U O N >z 0 m U V) Il' W O O WN Cn o� Of Lan Q m ED m a o a o 02 0 Q z z W Y Y W ¢ Q N w Ul O O U Z w V J N W Lu I'z W W o 0 r�� U W V J Q W m J Q SHEET NUMBER CG-502 0 O Q C O 0 I v E Y O T ° 0 L 3 a 0 L N 0 m a 0 E 0 T v Y T c 0 0 a 0 0 c 0 0 O O N O .L. 0 C 3 � Z 3 a- 1 O } 5 - 3 J .. C 0 i J $ 0 � o U L y o c . o � Q 0 J a E n c c o w o c w o � T V � ° «n m 0 n 0 I 3 � L � s � 3 0 0 C N I JJ n � � C � N O a J � I a a y E o y T 0 n ° V m C y yc 'J m T u t n E o m z E 2 Z Q C J } N J - C L � C J N v 0 a o O � J � o ° y c 0 � y n a m C N O L U n � 5 c m 5 � 3 L 0 0 J y E n � 0 p o 0 r 00 N N N 0-a Cti �j Naa [tiQ�22 W - 0_ (n (n Owrn I I � N co M I Q m of >�aa v o M 07 Dj 66 5/8" RPZ BACKFLOW PREVENTER WITH UNIONS FOR WINTER REMOVAL 5/8" IRRIGATION METER 1" CORP. STOPI--\ 45 LF OF 6" DI WATERLINE TAPPING SLEEVE & 6" GATE VALVE CONNECTION 6"X4" TEE 4" GATE VALVE 4" THREADED PLUG 2" DOMESTIC SERVICE TAP 0 0 0 It, II II II II II II 0 / / SS // 97 / O / � R / CONTRACTOR TO VERIFY VERTICAL / / / / /' 98 LOCATION OF FO LINE FOR POTENTIAL / G / A S / / CONFLICT WITH STORMPIPE EXTENSION / S� / `' - / SET (VA) CHARLOTTESVILLE-1165 PEPSI PLACE, LLC APPROX. LOCATION OF EX. ASCA SANITARY / /i cc% / D.B. 4722 EXISTING 8" COATED SEWER LINE G /S Fp -' / D.B. 2359 PG.. 589 (G. PLAT) STEEL NATURAL GAS MAIN 1_05P j0 y PARCEL ID: 061 WO-02-00-002BO E /S y \Q �P ��p� ZONED: C-1 COMMERCIAL �� (5� S / // ° `� .G� _ h0 PARCEL USE: CONVALESCENT HOSPITAL 9 Sti - \ g< SOv��. / i -\ EX. GAS LATERAL TO REMAIN. CONTRACTOR G - - N�` 'I`o S F-�QEi� / / / �' TO CONFIRM VERTICAL LOCATION OF GAS 99 LINE AT PROPOSED STORM CROSSING 10Q. EX. 8w 0y / " GAS LINE 2 il- �ol - CONTRACTOR TO FIELD VERIFY DEPTHS ADJUST RIM OF EX. / 0 SS �� :.' - ddd;°° I OF ALL EX. UTILITIES AND CONTACT SANITARY SEWER MANHOLE / (SEE SHEET CU-501) �� KIMLEY-HORN IF CONFLICTS EXIST TO PROPOSED GRADE 0 / 0 20' PUBLIC DRAINAGE EASEMENT �G1 G FO VAULT TO BE ADJUSTED TO \p / / _':'' , 1<X� C� 0F��p\Y \ \\ / PROPOSED GRADE AND COORDINATED WITH APPLICABLE UTILITY COMPANY Q i EX. GAS LATERAL ' (SEE SHEET CU-501) �G / \ 112 EX. 8" GAS LINE 1 \ / ` V (SEE SHEET CU-501) is I • • • 100 PRESSUR RE EGU TION \ \ p STATION TO REMAIN 1 i 7 I 11 LF OF 1" TYPE 'K' COPPER Y.`- ��`}}•,,' DOMESTIC WATER LINE .w7 VLL ' '•v PROPOSED 20' •' . � ' UTILITY EASEMENT �_ �..� °' :.:♦.' •..'. •. �'� -., 1.5" DOMESTIC WATER METER (PROVIDE 5' SEPARATION FROM HYDRANT) 6" PVC 0 6.84% II FIRE HYDRANT ASSEMBLY 6" GATE VALVE ' 96 LF OF g6 LF OF _ I15' LUMOS ETWORK 6" PVC 0 1.04% '-6" PVC ® 1.04%� EAS�MENT D.B. 48,yl PG. 240 $$ SS S S $S W w W w W w CO-6 - CO-5 w �} RIM: 455.76 RIM: 456.29 _INV: 451.05 6" PVC_ INV: 452.05 6" PVC � 27 LLF OF -�rl> p APPROXIMATE LOCATION OF 10x� DOMESTIC 1.5" BACKFLOW PREVENTER WITHIN BUILDING \ 40 • . - •. \ 72x p \ \ 0 � \ U x \ Wawa--� 2.26 ACRES \ W50-FB-VA I 6,049 SF FFE: 457.05 48 WAWA SPACES CO 3 (BLDG) ` RIM: 457.05 a INV OUT: 453.55 6" PVC CO 1 (BLDG) 3 RIM: 457.05 INV OUT 45355 6" PVC /< x 6" PVC 0 1.04% W W W 'K' W W I EX. MH 475 LF OF 2" TYPE RIM: 455.71 COPPER DOMESTIC WATERLINE CO-4 (2-WAY CLEANOUT) 0 G PCv�e INV IN: 450.77 6" PVC RIM: 456.89 INV IN: 453.05 6" PVC 14 �� k56� II 'ADJUST RIM OF EX. SANITARY SEWER CO ° I MANHOLE TO PROPOSED GRADE. INV IN: 453.05 6" PVC INV OUT: 453.05 6" PVC FYF" CONNECT LATERAL TO EXISTING APPROXIMATE LOCATION II MANHOLE USING BRANCH TIE-IN 10 LF OF OF EX. 10" DI WATERLINE. (SEE SHEET CU-501) 6" PVC 0 1.04% CONTRACTOR TO VERIFY II LOCATION PRIOR TO 3 GT2 CONNECTION II INV OUT: 453.15 6" PVC I I \ UNDERGROUND STORM WATER MANAGEMENT SYSTEM \ \ 73x D G 0 \ 101A \\ 222 LF OF 3/4" PVC WATERLINE \ TO DUMPSTER HOSE BIBB 73X 00 �--� �--�®L 1__f®\ 101 • ' \ \W W W EX. 8" GAS LINE 2 _7 LF OF r -EXTENSION OF GAS SERVICE TO BE (SEE SHEET CU-501) 6" PVC ® 1 04% COORDINATED WITH UTILITY COMPANY 102 CO-2 (2-WAY CLEANOUT) RIM: 456.69 INV: 453.48 6" PVC W TA1 J -� 8 LF OF 6" PVC ® 1.04% GT1 INV IN: 453.40 6" PVC 1500 GALLON GREASE TRAP (SEE SHEET CU-502) RMD PROPERTIES, LLC D.B. 2217 PG. 191 D.B. 407 PG. 55 (PLAT) PARCEL ID: 061 WO-02-OA-00200 ZONED: C-1 COMMERCIAL PARCEL USE: MARKET FENCE MEANDERS ALONG P/L EX. 8" GAS LINE 1 (SEE SHEET CU-501) 7q \, o \ 7gX \ 40' GAS LINE EASEMENT D.B. 290 PG. 434 D.B. 421 PG. 500 D.B. 1683 PG. 337 7I X66 8 JA-ZA IMITED PARTNERSHIP D. 1134 PG. 536 D.B. 77 G. 401 (PLAT) PARCEL ID: 061-WO-02-00-00200 ZONED: C-1 011MMERCIAL PARCEL USE: VACANT C ERCIAL LAI GRAPHIC SCALE IN FEET 0 15 30 60 1"=30' UTILITY NOTES 1. CONTRACTOR TO VERIFY LOCATION AND DEPTH OF ALL EXISTING UTILITIES PRIOR TO START OF CONSTRUCTION AND NOTIFY KIMLEY-HORN IN ORDER TO VERIFY ADEQUATE SEPARATION BETWEEN UTILITIES CAN BE ACHIEVED AND NO CONFLICTS EXIST. 2. ALL PROPOSED UTILITIES ARE TO BE INSTALLED UNDERGROUND INCLUDING ELECTRIC, TELEPHONE, AND CATV. 3. WAWA DOMESTIC METER SERVICE PIPE SHALL BE TYPE K COPPER PIPE ON BOTH SIDES OF THE METER. 4. RPZ BACKFLOW PREVENTERS FOR DOMESTIC SERVICE LINE SHALL BE PROVIDED WITHIN BUILDING MECHANICAL ROOM. 5. ABOVE GROUND IRRIGATION EQUIPMENT SHALL BE COVERED BY AN ALL-WEATHER BOX OR DECORATIVE COVER. 6. REFER TO SHEET CV-101 FOR ALL EXISTING EASEMENTS. 7. REFER TO SHEET CE-101 FOR INFORMATION REGARDING ABANDONMENT OF EXISTING UTILITIES. 8. REFER TO SHEET CU-501 FOR ALL UTILITY DETAILS. 9. ALL PROPOSED SANITARY CLEANOUTS SHALL BE TRAFFIC -RATED. 10. A KNOX BOX IS REQUIRED. ITS LOCATION IS TO BE COORDINATED WITH THE FIRE MARSHALL'S OFFICE. 11. A FLOW TEST WAS PERFORMED ON 9/2/2021 WITH A Q20 CALCULATION THAT RESULTED IN 11417 GPM. O M N M N LZQ Z O Vo 0 Q U N 0(-) 00 co r n p U a ono- z ooco Q Z- 0 } �J 0 7 c J U1n 0 W Y w�U3 J N 3 o Op N J O0 0 O RYA PERKINS LIC. No. 046565 11/1J/2ml z :E U O N 0 m U V) m O� wo Ln 0 00w� a-0 6) Q O m z z W Y W ¢ Y U v w (U/l O O U J 0 N LLu Z L.L N W Lu I'z W W u O r� U W V J 0_ Q Ld m J Q SHEET NUMBER CU-101 C } m N N O_ U w N EX. 8" GAS LINE 1 EX. GAS LATERAL C O C O T E 0 464 464 T n d Z 0 0 Cn r EXISTIN GRADE w 3 460 460 L APPROXIMATE LOCATION F EX.-N PRESSURE REGULATION STATION — _--- --- o — — i o — o i 456 — — _ _ — — — PROPOSED GR DE 456 — — — 0 O a � N U E �/ L z> O Wo 0 452 452 a U= N a `�J a V)E co OU O Q Z as DO I� O ) o ^ ZN O = J Q o w l l o c _kPIPE CR SS N1G TO S 2 15" RCP z~ o w D'7 � J 0 448 w 448 Ncl� w Y J 'o v EX. 8" GAS LINE w� 3 Z �� o i Y J O 3 7 �O ■� O� NJ U .Lo. 3 444 444 o �Y E c 0 0 v o y O}��ALTH 01A y co 440 440 o �� o N o `r° a0 ,`i V RYA PERKINS y O OLO M UD Gj ao 00 00 LIC. No. 046565 o n � � 10+00 11+00 12+00 13+00 14+00 Apo II/19/I G 0 jONAL 0w GRAPHIC SCALE IN FEET of 0 15 30 60 v N o NOf 0 CD o -d w O Ln 00 0 HORIZONTAL a r o 0) a o >_ EX. 8" GAS LINE 2 6 �_ J 3 3 10+00 11+00 12+00 Y < w 00y o 0 LO J 3 Q 06> `o U � w � 3 `w > 24" x 24" 4,000 PSI 24" x 24" 4,000 PSI U U) � 0 CONCRETE PAD CONCRETE PAD `/ J 1.5 U 1 Y c L.I.J 0 m N E n 0 - FINISHED GRADE - FINISHED GRADE n I I L o n TOP SECTION VALVE BOX TOP SECTION VALVE BOX s (CAST IRON) (CAST IRON) 0 o PIPE SIZE & CLASS AS REQ'D PIPE SIZE & CLASS AS REQ'D a. N w PER GRADING PLAN PER GRADING PLAN I I I T W C O QN � L W E� C 4) � o ` FLOW FLOW FLOW FLOW Z w See Specifications for See Specifications for Napproved bedding material. approved bedding material. w o m TWO WAY CLEAN -OUT ONE WAY CLEAN -OUT w (Use within 5' of building only) „�- O (If i w 0 H o J - 1 C o L CLEAN OUT DETAIL ; CLEAN OUT DETAIL 7 Z ma wo.¢ c1a aeea_ee Uj D a a U y m 0 a T N m GAS PROFILE NOTES z Q L a L 1 � V) 2 1 1�1Uj U� 1. GAS LINE APPROXIMATIONS ARE BASED ON TOP OF PIPE z ° ELEVATIONS PROVIDED BY INSIGHT. 0 5 O L 2. INSIGHT TESTS WERE COMPLETED BETWEEN 07/13/2021 AND w 3LO LO 07/15/2021. � 3. CONTRACTOR TO CONFIRM LOCATION AND DEPTH OF EXISTING GAS 0 0 10+00 11+00 12+00 13+00 14+00 LINES PRIOR TO CONSTRUCTION. w U m 0 4. CONTRACTOR TO ENSURE 3' MINIMUM COVER OVER ALL EXISTING Q m GAS MAINS. SHEET NUMBER O r CU-501 a ~ 460 460 APPROXIMATE LOCATION OF X. PRESSURE REGULATION STATION 456 � P OPOSED GRADE 456 \ EXISTING GRADE 452 452 X. 0.5" PLAS IC \ GAS LATE AL \ ` 448 448 EX. 1" PLASTIC GAS LATERAL 444 ` 444 EXISTING GRADE a! !! \ 440 440 !!! \ PIE 100 TO 9 15" RCP \ ROBBING ! APPROXIMATE LOCATION OF REMAINDER OF EX. � \ 436 LATERAL FOR VISUAL PURPOSES 0 LY). \ 436 LATERAL TOR TO -VERIFY DEPTH OF EX. TO ENSURE ADEQUATE SEPARA AS ION ! \ !! \ WITH ANY CROSSING STORM OR UTILI ES ! 432 ! 432 430 430 � � � N 464 464 EXISTING GRADE 460 460 — �/// PROPOSED GRADE n 456 ---- -- 456 z_ M 452 W 452 / rn cV / E 8" GAS LINE / PIPE 1 1A TO SWM2 15" RCP 448 CROSS NG 448 I 444 444 440 440 o n v7 n ao � co o n� 0 v 0 a 0 v E 0 x T v Y 0 0 0 0 Y 3 v n 0 u c 0 0 u a 0 0 L0 x T E n C 0 0 0 C 0 0 0 N 0 3 J o Jc Q - s — 3 C N n 0 0 � O P m r c0 C O � — v Q .T J � 0 L � 4) (1 n c v � C m v L o J N c 0 v a o' G) 0 J D O n m a I v v � 3 U +. L � u 0 s C 3 L O I „ n v n n � v 0 N �F I a Y y U n N E L O n C D `0 V c J y � F N ai n `w E > 0 0 Z v n E Q y c W ' � o — v J C � N V r U n � J :J vi v 0 a O m O � J � N N O � y c O ) v n 0 N N O C 0) O 1 0 n � 5 c m 5 � 3 m L 0 0 J E In D 0 O o or JUNCTION BOXES, TRANSFORMER PADS, PEDESTALS, ETC. SHALL NOT BE LOCATED WITHIN THE RIGHT OF WAY, VARIES I I 5' 101y E V WATER SEWER 3 Po 0 t OE LOCATION OF OTHER UTILITIES (GAS, ELECTRIC, TELEPHONE, CABLE, ETC.) EASEMENT WIDTHS- WATER OR SEWER ONLY - 20' MINIMUM WATER Is SEWER 30' MINIMUM ■ SEE PART 3, PARAGRAPH DU SEPARATION OF WATER & SEWER SYSTEMS, UTILITIES CROSSING A WATER DR SEWER EASEMENT SHOULD BE AT 90• TO THE RIGHT OF WAY, UTILITY LOCATIONS &: EASEMENT WIDTHS NITS FIG. W-1 Z M a PLACE 5' GALVANIZED " WITNESS " POST NTH CAPPED ENDS PAINTED BLUE IN REMOTE AREAS AS DIRECTED. MARKER LOCATION MAY BE SUBJECT TO HIGHWAY DEPARTMENT APPROVAL. FINISHED GRADE --� tI'WVALVE ADJUSTABLE TRAFFIC RATED II BOX W/ LID u M.J. GATE VALVE WATER •d II It l I i LINE 2500 P.S.I. CONCRETE JP n 2'x 2' BEARING AREA. THRUST BLOCK q • a. A• e d NOTE : IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE TYPICAL GATE VALVE NTS FIG. W-5 TD-9 Will P' SIDE VIEW B Dot HINGES r------ — — — — -----� I I 1.75• DIAMETER DRILLED HOLE FOR TOUCH READ I UNITI C I I ( I TOP VIEW I 3" DIAMETER FLAT I I BEARING SURFACE UNDERNEATH LIFT HANDLE L--_______ 24' X 36' ------- ALUMINUM ACCESS HATCH TYPICAL METER VAULT N.T.S. FIG. W-7A METER SIZE DIMENSION A DIMENSION C 1 v2' 3'1' 412MIN 3'B' 2• 3'1• 5' MIN. ' 4' 5' MIN. GREATER THAN 4' PROPOSALS WILL BE SUBMITTED. TD-14 MATCH PROPOSED GRADE 24" CAST IRON COVER R" TAD BOLTED (TYPJ CAST IN PLACE COUPLING WATER TIGHT GASKET D = -(1-155% +OF D L2• INERT COATING r SOFT COPPER t NOTE NO SWEATED FlTTNGS DUAL SERVICE SINGLE SERVICE NOTE 1) SADDLES SHALL BE USED ON PVC PIPE. ,,,[[[ 36' MIN. 1/8 BEND COUPUNG-\/ / R ps- ❑O FOR USE ON ATTACHED SINGLE FAMILY RESIDENTIAL SERVICES OR DUAL RESIDENTIAL AND IRRIGATION SERVICES. 2' R •' ^'111PRESe M z 3/4' M1ALE PIPE COUPUNG PPROVED EQUAL aOR USE ON DETACHED SINGLE FAMILY RESIOENRAL SERVICE WHERE AN IRRIGATION AMR IS NOT PROVIDED. CAST IRON UD FINISHED GRADE `CORPORATION STOP ."'Y.Yy;t '1y � � � 2 BRICK AS NECESSARY ':�{+�'s%"I t' ` SOOT SPEC. 203, NO. 57 SAND OR DUST UNDER MITER"� n ;y',�c• ' �f�ry ge4t` "h AGGREGATE MBoxINIMUM TYPICAL SERVICE LATERAL INSTALLATION (5/8" & 1" METERS) NTS FIG. W-6A TD-10 I —. " I TIT I I I I I I I' CRIMP AND ROLL END OF COPPER PIPING T 42" MIN. REMAINING COPPER PIPE TO BE VERTICAL 24" MIN. SHUT—OFF CORPORATION STOP STREET SURFACE OR NON -PAVED AREA e• Nex.� I "--17s"�I e• MUM. , ' 1'-0" MAX •4: •r. 2' 0" •• _I RUBBER COATED STEEL 80r STEPS CAST IN PLACE 3'-0" MIN 3r PRECAST REINFORCED � CONCRETE SECTIONS 12" MIN a ,ti :.:.:,:. a :'.':. _ :."b• .:•' "0" RING SEALS •• 16=MAX '4 MINIMUM ELEVATION DIFFERENCE ACROSS M.H. 5" 4'-0' 1ar MN. FROM INLET TO OUTLET 1Te—H.I SHALL BE 0.20 FEET. �— •5; �. MIN,DEPTH OF FLOW CONCRETEIVARIES CHANNEL TO BE ,3/4 DIAMETER OF CONTRIBUTINGSEWER =LTV.9MUT'.4 A FILLETED INVERT OR A SMOO '.•A' • • /': 12" TRANSITION OF FLOW BETWEEN INLET & OUTLET PIPE SHALL BE BYPASS PROVIDED. MIN. 6" BEDDING NOTE : W/ NO. 68 STONE 1. BEDDING THICKNESS REQUIREMENT SHOWN IS MINIMUM AND SHALL BE NOT SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS. 1. PROVIDE A 6" THICK GRAVEL BED BENEATH THE METER VAULT. 2. THE CONSULTANT WILL DETERMINE WHETHER MANHOLES SHALL HAVE 2. MINIMUM WALL THICKNESS FOR PRECAST OR POUR -IN -PLACE VAULTS SHALL BE 4". EXTENDED OR NON -EXTENDED BASES. MINIMUM WALL THICKNESS FOR VAULTS CONSTRUCTED OF MASONARY BLOCK SHALL BE 8". 3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED 3. THE OUTSIDE OF THE VAULT BELOW GRADE SHALL BE COATED WITH AN APPROVED INSIDE AND OUT. WATER PROOFING COMPOUND. TYPICAL MANHOLE SECTION TYPICAL METER VAULT (1 1/2" METER) SHOWING BRANCH TIE-IN N.T.S NTS FIG. S-1-A FIG. W-76 TYPICAL SERVICE TAP ABANDONMENT MATCH PROPOSED GRADE PROVIDE BUM RUBBER SEALANT BETWEEN CASTING 24" CAST AND RISER (TYP.) IRON COVER (TYP.) GREASE TRAP 1500 GALLON (2 COMPARTMENT) TANK SANITARY L TEES L)^ 44" MIN. ALL INLET AND OUTLET PIPES SHALL BE INSTALLED NO MORE THAN 6' FROM THE BOTTOM OF THE GREASE TRAP. TANK TAPERS TOP TO BOTTOM AND IS TRAPQOIDM IN CROSS SEC M. TANK IS 5K00 PSI CONCRETE -STEEL REINFORCED (O 28 DAYS) CONCRETE CONFORMS TO Aa 318-16-4.5.1 AND 318-16-4.5.2. ASTM M15 AND A185 -DIMENSION: 151' INTERIOR/ 163' EXTERIOR LENGTH z 72' INTERIOR/ Be EXTERIOR WIDTH FRAME & COVER (SEE FIG. S-I-D,E) SLOPED AREA 1 WHEN LOCATED IN DRNEWAYS OR PAVED AREAS, GREASE TRAP TO BE DESIGNED FOR APPROPRIATE LOAD BEARING C DRIONS. GREASE TRAP SHALL BE CAPABLE OF WITHSTANDING HS-20 LOADING. 2) ALL PIPE PENETRATIONS SHALL BE WATERTIGHT. 31 GREASE TRAP SHALL BE PROVIDED Wn GAS -TIGHT MANHOLE COVERS, IN ACCORDANCE WITH TOWNSHIP STANDARD v clrlarONS. 4) PRECAST CONCRETE SHALL HAVE A MINIMUM 28-DAY COMPRESSIVE STRENGTH S000 PSI. 5) EXTERIOR CONCRETE SURFACES BELOW GRADE SHALL HAVE 2 COATS OF COAL TAR EPDXY. 6) SPECIFIC KAUM DETAIL a CONCRETE RISER TO CONCRETE VAULT INTERFACE SHALL BE WATERTIGHT. AT A MINIMUM, THE JOINT SHALL BE SEALED WITH BUTYL RUBBER SEALANT (KEN SEAL /1 OR APPROVED EWNALENT) AND THE EXTERIOR OF THE JOINT SHALL BE SEALED WITH NON -SHRINK GROUT IN CONFORMANCE WITH THE TOWNSHIP STANDARD GREASE TRAP DUAL 7) TANK SHALL BE TESTED FOR WATER TIGHTNESS BY FILLING FOR 24 HRS. TO SOAR, THEN TOPPED OFF, AND THEN WATCHED FOR 24 HRS. NO DROP IN WATER IS ALLOWED. 8) CAST IRON SHALL BE BOLTED TO CONCRETE MTiH MASTIC TAPE (KEN SEAL OR APPROVED EOUNALENT) SEALANT. 9) MAXIMUM EARTH COVER"5.0'. Fill LOADING. 10) INLET AND OUTLET EQUIPPED WITH PIPE SEALS NTS FIG. W-66 VARIES BOX TO METER BOX (SEE FIG. W- THRU /W-7E). VARIES 2" COPPER /Z M.J. FITTING 4" DIP " PLUG THREADED FOR 2" COMPRESSION FITTING RESTRAINED JOINT FITTINGS NOTES: • GATE VALVE WILL BE 4• UNLESS OTHERWISE SPECIFIED BYTHE ACSA. • SERVICE LINE TO CONINECTAT MAIN WITH X"x4• TEE, • REFER TO FIG. W-3 FORTHRUST BLOCK DETAILS ON TEE. • REFER TO FIG. W-5 FOR THRUST BLOCK DETAILS AND DEPTH OF COVER ON GATE VALVE. • NO CONCRETE SHOULD BE POURED ON ANY PART OFTHE RESIRAINED JOINT. USEPIAsnCSHEETINGAS PROTECTION FOR BOLTS. `• USE 2500 Pal. CONCRETE. ACWWA Water Demand Estimate and Meter Sizing Using Fixture Values (Based on AWWA M22 Manual, Second Edition and ACWWA Rules and Regulations) ACWWA Project Number Building address or number Residential or Non-Residenfial Non -Residential �. Pressure Zone at Project 55 U (Obtained from ACWWA or Hydrant Test) Fixture Value Number of Subtotal Fixture or Appliance (at 60 psi) Fixtures Fixture Value Toilet (tank) Toilet (flush valve) Urinal (wall or stall) Urinal (flush valve) Bidet Shower (single head) Sink (lavatory) Kitchen Sink Utility Sink Dishwasher Bathtub Clothes Washer 4 0 0 35 3 105 16 0 0 35 2 70 2 0 0 2.5 0 0 1.5 2 3 2.2 0 0 4 4 16 2 0 0 8 0 0 1 6 0 0 Hose Connections (with 50 It of hose) 3/4 in. 12 24 Miscellaneous Bedpan washers Drinking fountains 10 2 0 0 Dental units 2 0 0 Combined Fixture Value 218 Demand(gpm) 62 Pressure Adjustment Factor 0.95 Total Adjusted demand (gpm) 5&.9 Required ACWWA Meter Size LARGE METER SERVICE LINE NTS FIG. W—BC Ila 14 1/2" 12 3/8" 12 1/2" WATER CAST IRON LID 18" METER BOX v) 0 > W • 4 • . ' 6" EXTENSION PIPE SLOT (2 PLACES) NOTES: (i) A 1-3/4" DIAMETER HOLE IS REQUIRED IN THE LID FOR TOUCH READ METERS. TYPICAL METER BOXES (5/8"-1" METERS) NTS FIG. W-7 TD-13 FIRE FLOW ESTIMATE FORM ISO (Insurance Service Office) Method of Calculating Needed Fire Flow NFF (Needed Fire Flow) ENGINEER Kimley-Hom DATE: 11/19/2021 PROJECT NAME: Wawa 1215 Seminole Trail CALC. BY: CBB TYPE OF CONSTRUCTION: WOOD FRAMEC-1 Class of Construction Coefficient — F: 1.5 GROUND FLOOR AREA: 6,049 # OF STORIES 1 Total Floor Area — A, (effective area) 6049 FIRE AREA Construction Factor CI - 18 (F) (A)° 5 Ci : 2,000 (ROUNDED TO NEAREST 250 GPM) TYPE OF OCCUPANCY: COMBUSTIBLE C-3 (Worst Case) Occupancy Factor = Oi : 1 EXPOSURE (X) AND COMMUNICATION (P): X)+PI= 0.00 X4+P4= X2+P2= X5+P5= X3+P3= X6+IDS = (X+P)I = 1.0 + E(Xi+Pi) _ (Max X+P)i=1.75) 1.00 (n = NUMBER OF SIDES OF SUBJECT BUILDING) NEEDED FIRE FLOW NFF = (Q (Oi) (X+P)lI NFF = 2,000 Automatic Sprinklers: NO Reduction Factor: 0% % X NFF = 0 TOTAL: 2,000 Required Fire Flow - Rounded: 2,000 gpm Fire Hydrants Required'*: 2 I CERTIFY THAT THE ABOVE INFORMATION IS TRUE AND CORRECT SIGNATURE: P.E. * COMMERCIAL AREA REQUIRES 350 FT. MAXIMUM HOSE LAY References: NFF calculation procedure described in A.W.W.A. 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THE SPILLOVER OF LIGHTING FROM LUMINAIRES ONTO PUBLIC ROADS AND PROPERTY IN RESIDENTIAL OR RURAL AREA ZONING DISTRICTS SHALL NOT EXCEED ONE HALF FOOTCANDLE. OTHER NOTES: - ALL AREA LIGHTS ON 17 FT. POLES MOUNTED ON 6 IN. CONCRETE BASES - ALL CONCRETE BASES TO BE LOCATED 5 FT. BEHIND CURB - ALL FIXTURE COLORS SUBJECT TO FINAL APPROVAL BY CLIENT GRAPHIC SCALE IN FEET 0 15 30 60 ill =30' THIS SITE IS LOCATED IN A REGION WHERE LIGHTING IS REGULATED BY LOCAL ORDINANCES ILLUMINATION LEVELS ARE THE RESULT OF CONDITIONS OR REQUESTS BY OTHERS RED LEONARD ASSOCIATES IS NOT RESPONSIBLE FOR INCIDENTS CAUSED BY INSUFFICIENT LIGHTING AND DOES NOT RECOMMEND THESE LEVELS FOR SECURITY AND SAFETY REASONS LUMINAIRE• LUM NO. •SUMMARY LABEL MTG. HT. 1 A2 17.5 2 A4 17.5 3 A4 17.5 4 A4 17.5 5 A4 17.5 6 B4 17.5 7 B4 17.5 8 B4 17.5 9 B4 17.5 10 B4 17.5 11 B4 17.5 12 C4 17 13 C4 20 14 C4 17 15 C4 20 16 C4 17 17 C4 20 18 C4 17 19 C4 20 20 C4 17 21 C4 20 22 C4 17 23 C4 20 24 C4 20 25 C4 17 26 C4 20 27 C4 17 28 C4 20 29 C4 17 LUMINAIRE• LUM NO. •SUMMARY LABEL MTG. HT. 30 C4 20 31 C4 17 32 C4 20 33 C4 17 34 C4 20 35 C4 17 36 D1 9 37 D1 9 38 D1 9 39 D1 9 40 D1 9 41 D1 9 42 D1 9 43 D1 9 44 D1 9 45 D1 9 46 S1 9 47 Si 9 48 S2 8.5 49 S2 8.5 50 W1 15 51 W1 15 52 W1 15 53 W2 8 54 W3 15 55 W3 15 56 W3 15 57 W3 15 58 W3 15 59 W3 15 FOOTCANDLE LEVELS -CALCULATED AT GRADE USING LABEL INITIAL LUMEN AVG VALUES MAX MIN AVG/MIN MAX/MIN CANOPY 19.88 29 8 2.49 3.63 DELIVERY 8.66 10.0 7.2 1.20 1.39 ENTRANCES & EXITS 1.61 4.4 0.2 8.05 22.00 PAVED 2.67 10.1 0.4 6.68 25.25 ROW 0.30 0.5 0.0 N.A. N.A. UNDEFINED 0.34 9.2 1 0.0 1 N.A. N.A. SCHEDULELUMINAIRE SYMBOL QTY LABEL ARRANGEMENT LUMENS 3000K FACTOR LLF BUG RATING WATTS/LUMINAIRE TOTAL WATTS MANUFACTURER CATALOG LOGIC COLOR 1 A2 BACK -BACK 9761 1.000 1.000 B3-UO-G3 134 268 Cree Lighting ARE-EDG-3M-DA-06-E-UL-BZ-700-30K BRONZE 4 A4 SINGLE 7220 1.000 1.000 B1-U0-G2 134 536 CREE, INC. ARE-EDG-3MB-DA-06-E-UL-BZ-700-30K BRONZE 6 B4 SINGLE 7755 1.000 1.000 B1-U0-G2 134 804 CREE, INC. ARE-EDG-4MB-DA-06-E-UL-BZ-700-30K BRONZE ® 24 C4 SINGLE 10912 0.763 1.000 B3-U0-G1 101 2424 CREE, INC. CAN-304-SL-RD-06-E-UL-XX-525-30K (SPECIAL ORDER) WHITE 10 D1 SINGLE 1652 1.000 1.000 B2-UO-GO 27.2 272 Cree Inc KR6-20L-30K-120V + KR6T-SSGC-FF N/A ®. 2 S1 SINGLE 2659 1.000 1.000 BO-U5-G2 20 40 FC/SSL Lighting FCWS7170-XXX-30K-2500-CRI85-XX-D ALUMINUM 2 S2 SINGLE 2542 1.000 1.000 BO-U4-G2 20 40 FC/SSL Lighting FCWS7168-XXX-30K-2500-CRI85-XX-D ALUMINUM ®� 3 W1 SINGLE 4210 0.763 1.000 B1-U0-G1 43 129 CREE, INC. SEC-EDG-3M-WM-04-E-UL-XX-350-30K WHITE 1 W2 SINGLE 2105 0.763 1.000 1 B1-U0-G1 25 25 CREE, INC. SEC-EDG-3M-WM-02-E-UL-XX-350-30K WHITE 6 W3 SINGLE 12455 0.763 1.000 B3-UO-G3 127 762 CREE, INC. SEC-EDG-3M-DM-12-E-UL-XX-350-30K WHITE m m W Q V) z 0 W G' 0 N Cm M N L�Q Z � O LJo o Q O N 0 OU � � E O U a o z DO O 4� Q � - z-w 0J r o 7 o_N � w003 Y x J N 3 0 0 0 -N O 0 0 O U O N � 0 m U V1 m 0_ w 0 W Ln � LC)F-- '�" Cn 'm r a� o� a 0 z z y ¢ Y ¢ v w (U/l O O U 0 0� Z Q I11 L.L N W WW I'z W u O r� U W V J G_ Q w m J Q SHEET NUMBER CL-101 t N M O U O of In a C O C C S T ra E Y O 0 0 0 s 3 0 0 s N U C N N O U O IT Q O C O 0 O S T N E Y Tat Q at 0 0 C 0 0 3 N 'Cl 00 w _J o Q C aJ Y H � 3 Z �. = o J 3 n 3 J UO J a m N N t N L C U1 O C O ra O_ ra Q L J N O n E C No o � O O se T D v r N o 0 0 L Q N I a N J O 3 D J L O U C :ID 0 f) c n m U C > O of °CL J Y � a Y U U 01 N 0 7 v 0 0 V T 7 O O N v a N o v � T N o ED U Per '` C M ED N J O O Z C n E _13 d. Q l N aJ c - o Z N o J � r uZ ed I �' J C ooa 0 O N O C J N 0 O L O Y 0 N N n a 0 N O � U n d2 uZ ra uz L ,3 N J) " L y O O U « F n U D at N D ..N O S l ~ CITY LABEL DESCRIPTION i 1 A2 ARE-EDG-3M-DA-06-E-UL-XX-700-30K (SPECIAL ORDER) _ 4 A4 ARE-EDG-3MB-DA-06-E-UL-XX-700-30K(SPECIAL ORDER) _ 6 B4 ARE- EDG-4M0-DA-00-E-UL-XX-700-30K(SPECIAL ORDER) THE EDGEID Series LED AderbElm d Lummaire PNdud Description THE FOri 5 - Iled a 1 n P 9 99 9 w is lead 1 al t .1 Id 1/M h1 " 9g AED ra vrt' an' n or human" hear Na V 1 9M1 :Augustus,Arm ,Direct A D Arm Lou, ,cabmltlM Pg A..s t PeNPeg 1.11, arshowls, campuses,w deerskins iffe. and nerMl rhadwars Perin ace Summary Pointed Moroi ProductTachnaog/ Mambwd W IM U.S.A. au,s. nM imwrM Pu4 CTb Minimum MCm M. DK ItsMOKI 5700K H/ 500Ka ,n M y llm M PW 1OMmw onumnrM10pe mC^brrn Dap odlliniA Aa rlea RaXaround eBasrnx 4W W eMrrb eMlldd wwa.N Rna•I. •ryes SFMSPFN -rule-YeYM aw mwemmwwAaa �p.m Wmriled bYd appor'sM.•u WlBN Ordering lnfarmelim Fnmmn. 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IN01236.a0o MM p-'snea n swim IN01173-1234 REDIEONARD \\ ASSOCIATES 1340 Kemper Meadow Dr, Forest Park, OH 45240 513-574-9500 redleonard.com CREE : LIGHTING Il�ll�i�ll�®®i:�illli■ I���IIFlllltl�II�IIffiSII�■ is©m■il�i�a�i�li�■ i»II>��II��II>�III� I�iI�Ii�i�allr�■i�i�ll� Ill�ll�ll�il�®Ill�i�i l�l�l®II�II�®f1�IIJ Ifs II��®113f■Il�v ©�L"�II1L*F1�11F:�7 w�� 1B0� -Pen armawna„w[s.wark.a«- i.�.wmnx.•mrynnnwr Im TNE®OPSAriyAmawte4aka Wna MrabllMY` •aMXB MNM Mouth IXIF rlrK pkp WF TMhr EmM1VAa! 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May ;m m eM rube A6 ben 7L 1@ 142 m Ira dL,IAL IA fan MI Pen 94 Its Ira 1M m lad IPC Led. Ira I.r w Ira wpi JW lm dal al Ira a4 m nO 0.M m an 161E [in W Ira MI Ira xMc Olson aL m Ira IN Ira m US ID m dal WM nM Pen Pen nM e61L lad m ablyMITI LPX al la ea 1. Ira ML M 0.N nW nW RM PeN m Pen e IL !,n Pen Pen Pen Pen gq i Pen an am Pen aH FIMI M- aR May Bm nth AudiBM lM rib om n la euL e.m am ,tam f9e am Lep w on red, ey RVm xL in lue ore vI oaf an nod mL nth 115 .11 Vas Am on -ram. Mew REWLATNYaWa MYnXYFIEA S rn'e. wmnr�r �°�°°" iw as mew rain ¢moeamennnwxlnneemepm um . [uLYa List. rearkirc"Mw•k .•v e[5 6PriM-m ee.•.m,rr.. • seeable an hum inn[ 8#12AVm-90'C mmnu uuua.ra:. nu.mw.uemm nn.rwem. e.we.raxnwuY. • SulebLe In deep Netie • D.,. fee hear. one Inehllalnn • Phermaaypmlxea TOM NONAE InaCMdancewilh MOc4 Lm oI In. NEC end uL linesgcutwL65' Recommended ¢ilia mm1 165 . Requires minimum abi supPNmndmWm • Mens FCC Pen I55ubpart e, Cie. 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Metore r%GlEN ETU'tEELUsha, CECTi e24JMMMpdiam(only MCPJGMF# 4AOR001*M UL1S9el[SAC222N025C0- CkRIIIIESUAM:LMN polled CaoNmpm 49W 012W-My Imauri diming I0teN8Ce - srN O.1N0%IlopB ELVf12Nm4pDMXPemoteanlPOAU(Ram MM QUICX SHIP PRODUCT vwk#ghs o,c'om nee townixn aweegnmusa Airnwxemun!g.sryNrell"Iw,rzamvusprbrBXa.rL1L11Pd,Mugmn911eMastlM flBBmotemgepbfadeeMea4naPw6lrno-Yilwalmka, Bdmturn.mxa4-...PmhmtWrcugn5rrgmmwaHommM n US CommRm.1 Ughang ManWaclumr 01nre 1962 Specification Sheet g ED Lghfing. I". 3WB Swenson are •51. Charles 11- 50174I IClghbng WM e00,90D17M KW Rev. OT2319 Name seLMs _OVUASE_ - 1FMPEBAIME umaR CRI FRO WfmNSa ACCI'SSORIv r ff my minim m Pen i9brMsRam vN mm IN 0. 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CM19 ANY ATE PIAN(S), FLOOR PlUbl ,RENDERINGfSI, LIGHTING LAYDUTIS) AND PHOTOMETRIC PLANES) INCLUDING BUT NOT LIMITED TO ANY PROJECT(5)CREATED(PRODUCED BY RED LEONARD ASSOCIATES INC., ME ONLY OFTEN BED FOR ILLUSTRATION AND III PURPOSES ONLY. RED LEONARD ASSOCIATES HAS THE RIGHT TO USE THIRD PARTY IASCANNERS PRO CAMERAS BUT ACTUAL PROJECT CONDITIONS, DIMENSIONS AND ACCURACY OF MEASUREMENTS MAY DIFFER FROM THESE OR ANY PARAMETERS. RED LEONARD ASSOCIATES INC. ASSUMES NO LIABILITY FOR WHAT 15 CREATED PRODUCED IN THESE RECREATIONS. THIS INCLUDES BUT 15 NOT LIMITED TO THE USE OF INSTALLATION OF AND/OR INTEGRITY OF EXISTING BUILDINGS SURROUNDING AREA FOR PRODUCTS SUCH AS EXISTING POLES ANCHOR BOLTS BASES ARCHITECTURAL AND SIGNAGE STRUCTURES IANOSCAPING / BUILDINGS), 1 1 I ). f 1. l Ir (Ir PU5NL51, LIGHTING PLAN(SI, FIXTURE SELECTIDNISI AND PLACEMENT, MATERIALS), COLOR ACCURACY, TEXTURDS), AND ANYTHING ATTRIBUTED TO PHOTO REALISM THAT IS CREATED. FURTHERMORE, RED LEONARD ASSOCIATES INC. DOES NOT ASSUME LIABILITY WHATSOEVER FOR ANY PURCHASES MADE BY CLIENT BEFORE DURING OR AT THE CONCLUSION OF THE PUBLISHED WORK. THE CUSTOMER ITS RELATIVE AFFILIATES AS WELL AS ANY OTHER PFRSOi IN VIEWING OF THIS PRODUCT IS RESPONSIBLE FOR VERIFYING COMPLIANCE WITH ANY BUT NOT LIMITED TO ALL CODES PERMITS RESTRICTIONS INSTRUCTIONS PURCHASES AND INSTALLATIONS OF OSJECTSVIEWED WITHIN THIS DOCUMENT 5 OR PROTECT S - SYMBOLS ARE NOT DRAWN TO SCALE- SIZE 6 FOR CLARITY PURPOSES ONLY. SIZES AND DIMENSIONS ARE APPROXIMATE ACTUAL MEASUREMENTS MAY VARY. DRAWINGS ARE NOT INTENDED FOR ENGINEERING OR CONSTRUCTION USE, THIS DOC(JMENT, ANY RED LEONARD DRAW ING(5), OR PROIECTIS) IS NOT TO BE USED AND/OR INTENDED FOR ENGINEERING OR CONSTRUCTION PURPOSES, BUT FOR ILLUSTRATIVE PURPOSES ONLY. ANY USE OF THIS DOCUMENTATION ANDA)R OTHER ARTICLES PRODUCED BY RED LEONARD WITHOUT WRITTEN AUT HORIZLe TION FROM IAYME J. LEONARD 15 STRICTLY PROHIBITED, v PROJECT NAME: IV - WAWA ALBEMARLE COUNTY, VA DRAWING NUMBP Wciwadi R L-7277-S 1-R5 U) Z O > Ld O 1ai N 1`0 N L U Z _> > O (n Z W Z < O Q U N OU 00 C)�� 01) r U O 0 A�Q Z CDIr__ \ O ZN co = Q ELI Z- W (Y � pOJ J 00 _ W I Z Y } O w J Z g3 i Y Q J EC14 N : 00 _ ■ OD3 O O r Z m M :2 IL Q� O O U U) IY LLJ � OLLI O n � CO mlY 0- C) Q 0Lid CO w Z CD Z y Y a n a w C) V) W O of O S C) J Q Zw' > _ I N na/•L Q LU 7W f� W WZ D OV CLJ w J Q LLJ M J Q SHEET NUMBER CL-501 t r m N N O o W ° In N Q a c ° c o` QTV LABEL DESCRIPTION y � 3 W1 SEC-EDG-3M-WM-04-E-1JL-7IX-350-57K o 1 W2 SEC- EDG-3M-WM-02-E-UL-U-350-57K - d* 6 W3 SEC- EDG-3M-DM-12-E-UL-XX-350-57K Cn D Z O o s W 3 0 N U C N N O p O yIf Z 0 O Cree Edge@ Series 0 0 LED Security Vi Pack Lumillzire N S I Product Dlecription N OJ Tne Cree Edge" wall modem Wmmaxe has a Pain. the Panic heagn. The luminaire end cai U matleIrom rugged the a. aluminum sell integral haIT. d,rvermmheridd nand high Z ¢ performance ale.lade. hei sky hi I, designed fur LED aplinuilons. Heigh, is undid Y aludeinum.lncluaez a IigMweigM1t moummg bva forinsMllztivn ovzrs:znaartl ena mua tiny single gang _ T 3-Beres Sem,esle wallwith lode, 3116" Ennui moss [by all ... I Census entry hem OF, balm.. (n C sides and clad. AL- .,denting tar upughl or downG9M_ DiagnM and appmwa for easy _ w Z through sandy Includes Lmuaehns gdeard O H- O U A bleadda: General area and ed-ritvughnng U= N OU 00 O U 0 a Performance Summary a- EO z Dpalenad Nerinv 'Pmtlucl LM Calopy II \ O O Assemelee m me a sa. 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THIS INCLUDES BUT 15NOT LIMITED TOTHE �/qN/A _ z O / USE OF, INSTALLATION OF AND/OR INTEGRITY OF EXISTING BUILDING(SI, SURROUNDING AREA FOR PRODI-lSUCHASEXISTING POLE(S(,ANCHOR BOLTiSj,BASE(S), ARCHITECTURAL AND SIGNAGE STRUCTURE(S), LANDSCAPING O I /` L O C I PLANS LIGHTING PLANES),FD(TURE SELECTION(S) NS AND PU[EMENT MATERIALS COLOR ACCURACY, TE%TURFS AND ANYTHING ATTRIBUTED PHOTO REALISM THAT IS CREATED. FURTHERMORE RED LEONARD Y \\ ASSOCIATES DOG °II � (,, ° I O. � ALBEMARLE COUNTY V Wclwal' � Q W w O INC.. OOESNOTASSUME LIABILITY WHATSOfVERFORANY PURCHASESMADF RYCLIENT BEFORE,DURING, OR ATTHECONCIUSION OF THE PUBLISHED WORN.THECUSiOMFR, ITS RELATIVE AFFILIATES, AS WELIASANV OTHER p VA 0 « PERSONS) IN VIEWING OF TH IS PRODUCT IS RESPONSIBLE FOR VERI EYING COMPLIANCE WIT H ANY BUT NOT LI MITED TO ALL CODES,PERM ITS•RESTRICTIONS.INSTRUCTIONS,PURCHASES, AND INSTAIIATIO NS OF O BIECTS VIEWLE In a UF.:.I'a:VUI.1P=� N 1340 Kemper Meadow Dr, Forest Park, OH 45240 WITHIN THIS DOCUMENTIS)OR PROIECTIS). SVMBOLR ARE NOT DRAWN TOSCALEPURPOSES ONLY. SIZES AND DIMENSIONS ARE APPROXiMATT.ACTUAL MEASUREMENTS MAY VARY. DRAWINGS ARE NOT INTENOEbfOA ENGINEERINGORCONSTRUCTIONU$E.THIS DOCUMENT, ANYREDLEONARD DRAWING(51. OR PROJECTI5115NOT TO USEDANO/ORINTENOEDFOP ENGINEERING CONSTRUCTION PURPOSES, BUT RL-7277-S1-R5 z N 0 513-574-95001 redleonard.com ILLUSTRATIVE PURPOSES ONLY. ANY USE OF THIS DOCUMENTATION AND(OR OTHER ARTICLES PRODUCED BY RED LEONARD WITHOUT WRITTEN AUTHORIZATION FROM JAYME I. LEONARD IS STRICTLY PROHIBITED. L U O In v m LLJ L '3 J 0 N Q L O O wL U 0 m o J g c Q m m 0 SHEET NUMBER 0 r CL-502 a E- Lin Cunt U101 'C WeiLN L gP pllmrN lend lllNl M 11.P 1306m:1 HW.IIOMpI M ilf ROrnnl P114111]01 09 IS.P W4nrJ Y/Ya I11AN 10 iLP IIRPMI al YsllXYy1 u Orbit aM.luSgt >m- WIf R Lin Finard epr MwMro arMl e.:. wa•3e gam„ MMI ant.. inn Ew4pW s gIR si E 4N an rylNn Neelw, Wlpp Es a xnlor :e�e.r YIB Ef K Loma Re rrn 6e•...- : n�N inell M•elumw2la y M nmw szs -4�n�rUw wR,INoldnwswn ® q sv A,a,�-Nnwenxd.w LFn - n w, .psen Tlfeu•J,an a � a nowa u';•wP•nNulw aawy.a. 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" o-� SOFT .'(PLANTED EA -- EPP 17 �, _ • \ t .. I .... .: ° _ I ce 1101 IT • ' CXA \ I 29 f HX 2 I Gs 6 '7 .'.�, .. t... • . : �1110SOFT 1 .TY PLANTED AREA 15' LIMOS ETWOi — `— I EAS MENT B. 487y1 P . 240 SS C �— SS SS — SS / (2)�" SCHEDULE 40 PVC IRRIGATION SLEEVES, TYP., W W COORDINATE WITH IRRIGATION DESIGN w W W N W IN STING TREE REMAIN, TYP. RIVER ROCK, TYP Wawa 2.26 ACRES W50-FB-VA 6,049 SF FFE: 457.05 48 WAWA SPACES W 110 SOFT 87 SOFT =D AREA I W PLANT SCHEDULE TREES QTY BOTANICAL NAME COMMON NAME CONT CAL HT REMARKS AR 5 Acer rubrum 'October Glory' October Glory Red Maple B & B 2.5" CAL. MIN. Strong Central Leader, Matched. GB 7 Ginkgo biloba 'Princeton Sentry' Princeton Sentry Maidenhair Tree B & B 2.5" CAL. MIN. Strong Central Leader, Matched. GS 2 Gleditsia triacanthos inermis'Shademaster• Shademaster Honey Locust B & B 2.5" CAL. MIN. Strong Central Leader, Matched. QR 6 Quercus rubra Red Oak B & B 2.5" CAL. MIN. Strong Central Leader, Matched. ORNAMENTALTREES QTY BOTANICAL NAME COMMON NAME CONT CAL/HT REMARKS LI 4 Lagerstroemia indica x fauriei 'Natchez' Natchez Crape Myrtle Multi -Trunk B & B 8• HT. MIN Strong Central Leader, Matched. PY 5 Prunus x yedoensis Yoshino Cherry B & B 2.5" CAL. MIN. Strong Central Leader, Matched. EVERGREEN TREES QTY BOTANICAL NAME COMMON NAME CONT CAL/HT REMARKS IX 11 Ilex x 'Nellie R. Stevens' Nellie R. Stevens Holly B & B 8• HT. MIN Full To Base, Dense. TO 13 Thuja occidentalis'Smaragd' Emerald Green Arborvitae B & B 8• HT. MIN Full To Base, Dense. SHRUBS QTY BOTANICAL NAME COMMON NAME CONT HEIGHT REMARKS AX 41 Abelia x grandiflora •Compacta' Compact Glossy Abelia CONT. 24" HT MIN. Full To Ground, Dense. IC 37 Ilex cornuta •Burfordii Nana Dwarf Burford Holly CONT. 24" HT MIN. Full To Ground, Dense. IG 20 Ilex glabra Shamrock' Shamrock Inkberry Holly CONT. 24" HT MIN. Full To Ground, Dense. IV 26 Ilex verticillata Winterberry CONT. 24" HT MIN. Full To Ground, Dense. IT 20 Itea virginica •Sprich• TM Little Henry Sweetspire I CONT. 24" HT MIN. I Full To Ground, Dense. PL 14 Prunus laurocerasus •Schipkaensis• Schipka English Laurel I CONT. 24" HT MIN. I Full To Ground, Dense. RC 22 Rhododendron catawbiense Catawba Rhododendron I CONT. 24" HT MIN. I Full To Ground, Dense. GROUND COVERS QTY BOTANICAL NAME COMMON NAME CONT SPACING REMARKS CXA 29 Calamagrostis x acutiflora 'Overdam' Overdam Feather Reed Grass #1 30" O.C. EPP 176 Echinacea purpurea 'PoWWow Wild Berry' POWWOW Wild Berry Coneflower #1 18" O.C. HXS 109 Hemerocallis x'Stella de Oro' Stella de Oro Daylily #1 24" O.C. HCC 340 Hypericum calycinum Creeping St. John's Wort #1 18" O.C. JHC 281 Juniperus horizontalis Creeping Juniper #1 30" O.C. LSV 385 Liriope spicata 'Variagata' Creeping Lilyturf #1 18" O.C. PAH 125 Pennisetum alopecuroides 'Hameln' Hameln Fountain Grass #1 30" O.C. SSL 56 Schizachyrium scoparium Little Bluestem #1 30" O.C. \ \c D \ \ 298 SOFT \ PLANTED AREA �G W f W W • IG 20 775 SOFT PLANTED AREA MULCH ENTIRE BED, TYP. PLANT BED EDGE, TYP. / __GHf ABET (VA) CHARLOTTESVILLE-1165 PEPSI PLACE, LLC D.B. 4722 PG. 213 D.B. 2359 PG. 589 (PLAT) PARCEL2B0 ZONED: C-W0 COMMERCIALNv PARCEL USE: CONVALESCENT HOSPITAL SITE LIGHTING, TYP. 47 SOFT ' !KEED AREA _ 13111111111 FENCE MEANDERS ALONG P/L 40' GAS LINE EASEMENT D.B. 290 PG. 434 D.B. 421 PG. 500 D.B. 1683 PG. 337 � 1I `EXISTING TREES TO REMAIN, TYP. TREE PROTECTIO\ \ FENCING, TYP. SEE SHEET \ JA-ZA IMITED PART D.B. 1134 PG. D.B. 77 G. 401 PARCEL ID: 0 0-( ZONED: C-1 C-Q PARCEL USE: VACANT C GENERALNOTES 1. SOD ALL AREAS WITHIN WAWA PROPERTY LIMITS THAT ARE NOT COVERED WITH MULCHED PLANT BEDS, STONE MULCH, BUILDINGS, HARDSCAPE, PAVEMENT, OR OTHERWISE NOTED. 2. SEED WITH PERMANENT LAWN GRASS ALL AREAS WITHIN THE RIGHT OF WAY'S WHICH ARE NOT OTHERWISE COVERED WITH PLANTING BEDS, PAVEMENT,BUILDINGS, OR HARDSCAPE, PER THE SEEDING SPECIFICATIONS ON SHEET CP-501. 3. EXISTING TREES AND SHRUBS INDICATED TO REMAIN SHALL BE PROTECTED FROM CONSTRUCTION ACTIVITIES BY INSTALLING TREE PROTECTIVE FENCING PER THE PROJECT PLANS AND SPECIFICATIONS. 4. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR PROVIDING AN IRRIGATION PLAN AND INSTALLATION OF THE IRRIGATION SYSTEM. SEE SHEET CP-501 FOR GENERAL LANDSCAPE NOTES, PARAGRAPH R. 5. SEE SHEET CP-501 FOR PLANTING NOTES AND DETAILS. GENERAL LANDSCAPING NOTES 1. ALL LANDSCAPING SHALL BE INSTALLED BY THE FIRST PLANTING SEASON FOLLOWING THE ISSUANCE OF THE FIRST CERTIFICATE OF OCCUPANCY WITHIN THE DEVELOPMENT. 2. ALL LANDSCAPING AND SCREENING SHALL BE MAINTAINED IN A HEALTHY CONDITION BY THE CURRENT OWNER OR A PROPERTY OWNERS' ASSOCIATION. REPLACEMENT MATERIAL SHALL COMPLY WITH THE APPROVED LANDSCAPE PLAN. 3. ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, AND BE MAINTAINED AT, MATURE HEIGHT, THE TOPPING OF TREES IS PROHIBITED. SHRUBS AND TREES SHALL BE PRUNED MINIMALLY AND ONLY TO SUPPORT THE OVERALL HEALTH OF THE PLANT. WAWA ALBEMARLE COUNTY - ENTRANCE CORRIDOR OVERLAY DISTRICT & SEC. 32.7.9.5 Location and Requirement Width (LF) LF Required Provided North Property Line (Greenbriar Drive) 6.8 Large Deciduous Tree (1 per 50 LF) 6 Large Deciduous Tree 68.0 Medium Shrubs (1 per 5 LF) 80 Medium Shrubs 1Y LANDSCAPE SETBACK ALONG ROAD. LARGE SHADE 10 340 STREET TREE (2.5" CAL.) /50' W/ INTERSPERSED ORNAMENTALS (8' HT.)&SHRUBS/5'. N/A Ornamental Tree (Interspersed) 6 Ornamental Trees West Property Line (Semonile Trail) 4.7 Large Deciduous Tree (1 per 35 LF) 2 Large Deciduous Tree" 1Y LANDSCAPE SETBACK ALONG ROAD. LARGE SHADE STREET TREE (3.5" CAL.) 35' OC W/ INTERSPERSED 10 165 33.0 Medium Shrubs (1 per 5 LF) 61 Medium Shrubs ORNAMENTALS (8' HT.) & SHRUBS 5OC. N/A Ornamental Tree (Interspersed) 4 Ornamental Trees' South Property Lines (Along Adjacent Property) N/A WA N/A N/A N/A N/A INTERIOR -NO SETBACK- LIKE ZONING. East Property Lines (Along Adjecent Property) N/A N/A N/A N/A N/A N/A INTERIOR -NO SETBACK- LIKE ZONING. LANDSCAPE REQUIREMENTS ALONG ROUTE 29 AND GREENBRIER DRIVE HAVE BEEN ADJUSTED ACCORDING TO COMMENTS FROM THE ARCHITECTURE REVIEW BOARD. WAWA PARKING LOT LANDSCAPE REQUIREMENT -SEC. 32.7.9.6 AND ENTRANCE CORRIDOR OVERLAY Required SF Required Trees Calu/adon Provided ° 5 /° of parking paved area. 1 Tree for every 10 parking 53,801.73 SF x .05 = 2,609.09 SF 2970 SF spaces provided 68 /10 = 6.8 Trees 7 Large Trees TREE CANOPY REQUIREMENT CALCULATIONS (as noted in Sec. 32.7.9.8) Gross Site Area 2.260 Acres 98,446 SF Tree Canopy Required I 10% 9,845 SF Tree Canopy Existing to Remain 0 SF Tree Canopy Provided (Total) (Refer to Tree CanopyBreakdom) 10,124 SF TREE CALCULATION BREAKDOWN Qty. Type Size 10 Yr. Canopy Coverage Provided 5 Acer rubrum'October Glory' 2.5" Cal. Min. 452 SF 2,260 SF 2 Gleditsia triacanthos inermis 'Shademaster 2.5" Cal. Min. 481 SF 962 SF 4 Quercus rubra 2.5" Cal. Min. 424 SF 1,696 SF 8 Quercus x warei'Long' TM 2.5" Cal. Min. 464 SF 3,712 SF 5 Lagerstroemia indica x fauriei 'Natchez' 8' Ht. Min. 77 SF 385 SF 5 Prunus x yedoensis 8' Ht. Min. 99 SF 495 SF 11 Ilex x "Nellie R. Stevens' 8' Ht. Min. 44 SF 484 SF 13 Thu"- occidentalis 'Smaragd' 8' Ht. Min. 10 SF 130 SF Total: 10,124 SF GRAPHIC SCALE IN FEET 0 15 30 60 1"=30' O r7 N M N L, ZQ z, 0 V�o z � O Q U N 0(-)DOp GO00 E U Q o n z o- p0 O c Q I W �t- Z— O } W 0_5 � J O_ 0 W w0O3 Y Y J N 3 Op N J o(D O (D )BBIE D. ROACH LICC.. No. 1870 O O N 0 O w O O7� O wN Ln D_ LC)I_\ Q O m } m a O D Q o m 0 Q r7 z z W Y W ¢ 1 ¢ v w Z Ir..Ln V Z_ Z Q J Z W i C N W W z w W o 0 ��i� Ld w n/ LL V J Q w m J Q SHEET NUMBER CP-101 C N W 0 U 0 N a a 0 C O I v E Y 0 T a ° 0 L 3 ° D 0 N ti c ° a v 0 `o T 0 0 ° 0 C O 3 0 O N O J i Q 0 ,J ° 7 Z 3 z ; Q o J Y 3 � C E i 0 m v � L c o ° u c Q L L N 0 0 � a E L o v oc 0 ° 0 o' J o 0 L n I � a � 0 U 3 v .- o L c u � s 3 I `o YJ w n n > o JI ° N � n Y � n y o U m E y .J L n `o n w y T � c ° V a� _ c T _ L N N W D U E ' o � 'o w z o n m J_ E Q z ° z ° J 1 r n w i v c o O � J � N ° o ° c v y c 0 � y n a ° ° C N O L U n ° 5 c m 5 D 3 L 0 0 J y E n � 0 p o 0r WAWA STANDARD LANDSCAPING SPECIFICATIONS: 1. ALL TOPSOIL SHALL BE A MINIMUM 4" IN ALL SOD AREAS AND 10" - 12" IN TREE, SHRUB AND GROUND COVER BEDS, INCLUDING PARKING LOT ISLAND BEDS. IT SHALL BE APPROVED BY A WAWA CONSTRUCTION REPRESENTATIVE, PRIOR TO INSTALLATION. 2. PLANTING BEHIND PERPENDICULAR PARKING IS TO BE LOCATED A MINIMUM OF 5' BEHIND THE CURB LINE. 3. ALL LANDSCAPE AND GRASS AREAS ARE TO BE HAND RAKED AND LEFT CLEAR OF ALL STONES, ROCK, CONSTRUCTION DEBRIS AND ANY UNSUITABLE MATERIALS. 4. ALL LANDSCAPE AND GRASS AREAS ARE TO BE IRRIGATED BY AUTOMATIC SPRINKLER SYSTEM. (SEE IRRIGATION SPECIFICATION.) 5. LANDSCAPE CONTRACTOR WILL LOCATE ALL UNDERGROUND UTILITIES PRIOR TO ANY EXCAVATION AND PLANTING 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 APPLICABLE FEDERAL, STATE REGULATIONS AND THE MANUFACTURER'S INSTRUCTIONS. 7. MULCH BEDS ARE TO BE DELINEATED WITH HAND OR MACHINE DUG SHOVEL EDGING. 8. LANDSCAPE CONTRACTOR TO SUPPLY AND INSTALL A PERVIOUS WEED BARRIER (DEWITT, DUPONT OR APPROVED EQUAL) IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS 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 BE CUT IN AN "X" PATTERN SO TO ACCOMMODATE ROOT BALL AND REPLACED AFTER PLANT HAS BEEN INSTALLED. 9. 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 TO CURB LEVEL FROM A DISTANCE 24" FROM THE CURB. 10. ALL PROPOSED LANDSCAPING TO BE NURSERY GROWN, TYPICAL OF THEIR SPECIES OR VARIETY. THEY ARE TO HAVE NORMAL VIGOROUS ROOT SYSTEMS, FREE FROM DEFECTS AND INFECTIONS AND IN ACCORDANCE WITH ANSI Z60.1 11. ALL PROPOSED PLANTINGS SHOULD BE INSTALLED PER STANDARDS OF THE "AMERICAN ASSOCIATION OF NURSERYMEN" AND STATE NURSERY/ LANDSCAPE ASSOCIATIONS WITH REGARD TO PLANTING, PIT SIZE, BACKFILL MIXTURE, STAKING AND GUYING. 12. 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 MATCHES, OR IS NO MORE THAN TWO (2') INCHES ABOVE, FINISHED GRADE. REPLACE AMENDED BACKFILL IN 6-INCH LAYERS AND COMPACT BACKFILL TO ELIMINATE VOIDS. CONTRACTOR SHALL PROVIDE A FOUR -INCH HIGH EARTHEN WATERING SAUCER ALONG THE PERIMETER OF EACH PLANTING PIT. CONTRACTOR SHALL WATER NEWLY PLANTED VEGETATION PRIOR TO MULCHING PLANTING PIT. ALL VOIDS SHALL BE FILLED AND SETTLING MITIGATED AS REQUIRED. ALUMINUM EDGING SHALL BE INSTALLED AROUND ALL PLANTING AREAS TO DELINEATE BETWEEN DIFFERENT LANDSCAPE MATERIALS. 13. AFTER INITIAL WATERING AND PRIOR TO MULCHING, CONTRACTOR SHALL APPLY HERBICIDES AND PRE -EMERGENT HERBICIDES AS REQUIRED TO ELIMINATE ANY WEED SEEDS OR PLANTS PRESENT ON ROOT BALL. 14. 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 DOUBLE GROUND HARDWOOD MULCH AT A MINIMUM DEPTH OF 3". LANDSCAPE ISLANDS ADJACENT TO THE TANK MAT SHALL BE MULCHED WITH 1 "-3" "RIVER STONE" MULCH TO AT LEAST TO A DISTANCE OF 6'FROM THE TANK MAT AND VENT STACK. FOR LANDSCAPES ADJACENT TO BUILDING, CONTACT PROJECT ENGINEER. 15. SEEDBED PREPARATION 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 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. B. WORK LIME AND FERTILIZER INTO THE SOIL AS PRACTICAL TO A DEPTH OF 4-INCHES WITH A DISC, SPRING TOOTH HARROW OR OTHER SUITABLE EQUIPMENT. THE FINAL HARROWING OR DISKING OPERATION SHOULD PARALLEL TO THE GENERAL CONTOUR. CONTINUE TILLAGE UNTIL A REASONABLE UNIFORM, FINE SEEDBED IS PREPARED. ALL BUT CLAY OR SILTY SOILS AND COARSE SANDS SHOULD BE ROLLED TO FIRM THE SEEDBED WHEREVER FEASIBLE. C. INSPECT SEEDBED JUST BEFORE SEEDING. IF TRAFFIC HAS LEFT THE SOIL COMPACTED, THE AREA MUST BE RETILLED AND FIRMED AS OUTLINED BELOW. D. UNLESS REQUIRED FOR PARTICULAR BMP AREAS, ALL TURF ON WAWA LEASED PREMISES IS TO BE SOD. WHEN REQUIRED FOR BMP'S, SEED MIX IS TO MEET LOCAL REQUIREMENTS. SOD SHALL BE TURF TYPE TALL FESCUE AND INSTALLED ON A MINIMUM OF 4" OF TOPSOIL. 16. PLANT MATERIAL SHALL BE GUARANTEED FOR ONE YEAR FROM THE DATE OF SUBSTANTIAL COMPLETENESS. THE CONTRACTOR SHALL REPLACE PLANTS, DEAD, UNHEALTHY, 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 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 DATE OF SUBSTANTIAL COMPLETENESS. GENERAL LANDSCAPE NOTES: A. CONTRACTOR SHALL REVIEW ALL DRAWINGS, SPECIFICATIONS, PERMITS, AND REGULATORY REQUIREMENTS PRIOR TO COMMENCEMENT OF WORK. B. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL REQUIRED LANDSCAPING AND IRRIGATION PERMITS. C. CONTRACTOR SHALL VERIFY ALL EXISTING AND PROPOSED SITE ELEMENTS AND NOTIFY OWNER'S REPRESENTATIVE OF ANY DISCREPANCIES. SURVEY DATA OF EXISTING CONDITIONS WAS PROVIDED BY OTHERS. D. THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING UTILITIES DURING CONSTRUCTION. AT LEAST 48 HOURS PRIOR TO ANY DEMOLITION, GRADING, OR CONSTRUCTION ACTIVITY THE CONTRACTOR SHALL NOTIFY "MISS UTILITY" OF VIRGINIA @ 1-800-552-7001 FOR PROPER IDENTIFICATION OF EXISTING UTILITIES WITHIN THE PROJECT SITE. E. FINAL LOCATION OF ALL PLANTINGS SHALL BE DETERMINED IN THE FIELD BY THE OWNER'S CHOSEN REPRESENTATIVE. F. SUBSTITUTIONS AND/OR MODIFICATIONS TO PLANTING LAYOUT, PLANT MATERIALS, ETC. SHALL NOT BE MADE WITHOUT THE WRITTEN CONSENT OF THE LANDSCAPE ARCHITECT. G. CONTRACTOR SHALL INSTALL ALL PLANT MATERIALS AS SHOWN IN THE DETAILS, AND AS INDICATED IN THE LANDSCAPE SPECIFICATIONS. H. THE PLANTING OF TREES SHALL BE DONE IN ACCORDANCE WITH THE STANDARDIZED LANDSCAPE SPECIFICATIONS JOINTLY ADOPTED BY THE VIRGINIA NURSERYMEN'S ASSOCIATION, THE VIRGINIA SOCIETY OF LANDSCAPE DESIGNERS AND THE VIRGINIA CHAPTER OF THE AMERICAN SOCIETY OF LANDSCAPE ARCHITECTS. I. SIZE AND GRADING STANDARDS OF PLANT MATERIALS SHALL CONFORM TO THE LATEST ADDITION OF ANSI Z60.1, AMERICAN STANDARD FOR NURSERY STOCK, BY THE AMERICAN NURSERY AND LANDSCAPE ASSOCIATION. J. ALL PLANT MATERIALS SHALL BE NURSERY GROWN STOCK AND SHALL BE FREE OF ANY DEFORMITIES, DISEASES, OR INSECT DAMAGE. ANY MATERIALS WITH DAMAGED OR DISFIGURED/ CROOKED LEADERS, BARK ABRASIONS, SUNSCALD, INSECT DAMAGE, ETC., ARE NOT ACCEPTABLE AND WILL BE REJECTED. K. TREES NOT EXHIBITING A CENTRAL LEADER WILL BE REJECTED UNLESS CALLED OUT IN THE PLANT LIST AS MULTI -STEM. L. ALL PLANTING BEDS AND LAWN AREAS SHALL BE SEPARATED BY SHOVEL EDGING. NO EDGE SHALL BE INSTALLED ADJACENT TO SIDEWALKS OR CURBS. M. PLANTING BEDS SHALL RECEIVE 3" OF DARK, SHREDDED HARDWOOD MULCH THROUGHOUT. ORANGE AND/ OR RED MULCH IS NOT ACCEPTABLE. N. ALL AREAS ON PLANS NOT INDICATED TO RECEIVE SOD PLANTING, PAVEMENT, OR HARDSCAPE WHICH ARE DISTURBED BY CONSTRUCTION ACTIVITIES SHALL BE SEEDED WITH FESCUE, UNLESS OTHERWISE DIRECTED BY THE LANDSCAPE ARCHITECT. SEE SEEDING NOTES THIS SHEET. 0. PLANT MATERIALS SHOWN ON PLANS ARE A GRAPHIC REPRESENTATION ONLY. CONTRACTOR SHALL PERFORM ALL LANDSCAPE INSTALLATION ON THE SUBJECT PROPERTY, AND NOT ON ADJACENT PROPERTIES, UNLESS OTHERWISE DIRECTED BY THE OWNER OR THE OWNER'S REPRESENTATIVE. ROOTBALLS OF SHRUBS AND TREES SHALL BE PLANTED, IN THEIR ENTIRETY, WITHIN THE BOUNDARIES OF THE SUBJECT PROPERTY. P. CONTRACTOR SHALL PROVIDE A MINIMUM 2% SLOPE AWAY FROM ALL STRUCTURES, UNLESS OTHERWISE DIRECTED BY THE CIVIL ENGINEER. Q. QUANTITY TAKE -OFFS INDICATED ON THE PLANTING SCHEDULE ARE FOR CONVENIENCE ONLY. IN THE EVENT OF A DISCREPANCY BETWEEN THE PLANS AND THE SCHEDULE, THE GRAPHIC REPRESENTATION IN THE PLANS SHALL DICTATE. R. ALL LANDSCAPED AND LAWN AREAS ARE TO BE IRRIGATED. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR PROVIDING A TURNKEY DESIGN BUILD IRRIGATION SYSTEM AS PART OF THE BASE BID FOR THE PROJECT. THE CONTRACTOR SHALL PROVIDE AN IRRIGATION PLAN AND PRODUCT CUT SHEETS FOR REVIEW AND APPROVAL BY THE OWNER PRIOR TO BEGINNING WORK. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR INSTALLING IRRIGATION SLEEVING AS SHOWN ON THE LANDSCAPE PLAN PRIOR TO INSTALLATION OF PAVING MATERIALS. S. ALL MULCHED BEDS SHALL HAVE AN APPROVED GEO-TEXTILE WEED BARRIER INSTALLED PER THE PLANTING DETAILS. PRODUCT SPECIFICATION SHEETS SHALL BE SUBMITTED TO THE OWNER OR OWNERS REPRESENTATIVE PRIOR TO ORDERING MATERIAL. PREVAILING WIND 1 unu nnnn,nn"� ro mn�n DECIDUOUS TREE PLANTING NOT TO SCALE ADER JRSERY STAKE SIVE RUBBER TIES WO INCH TREE STAKES. AWAY FROM EDGE OF THE STAKE LOCATION SHALL NOT WITH PERMANENT BRANCHES. ALL BE PAINTED BLACK PRIOR ATION. 1ULCHING, LIGHTLY TAMP SOIL iE ROOT BALL IN 6" LIFTS TO E. DO NOT OVER -COMPACT. PLANTING HOLE HAS BEEN SOIL. TURN THE SOIL TO )MPACTION TO THE AREA AND WIN. F MULCH. TOP OF ROOT BALL SHALL NOT SHED GRADE. TING SOIL. RIFY SIDES OF PLANTING PIT OF ROOT BALL SHALL BE FLUSH WITH SHED GRADE. TOM OF ROOT BALL RESTS ON EXISTING OR RECOMPACTING SOIL. =T TREE AT ORIGINAL GRADE OR UP TO 118 =PTH OF ROOT BALL SHREDDED HARDWOOD MULCH OR APPROVED EQUAL DIL SAUCER: USE PREPARED TOPSOIL, 6" MIN. ARDWOOD STAKES (3) DPES AT TOP OF BALL SHALL BE CUT. REMOVE TOP 2 OF BURLAP. NON -BIODEGRADABLE MATERIAL BALL BE TOTALLY REMOVED ANTING SOIL MIX PER PLANTING SPECIFICATIONS NDISTURBED SOIL PEDESTAL ORNAMENTAL TREE PLANTING NOT TO SCALE ARBORTIE AT BARK GUY WIRES (3), WHITE FLAG ON EACH 2 STRANDS OF TWISTED GALVANIZED WIRE EACH TURNBUCKLE (3), GALVANIZED SET TREE AT ORIGINAL GRADE OR UP TO 1/8 DEPTH OF ROOT BALL 2" SHREDDED HARDWOOD MULCH SOIL SAUCER: USE PREPARED SOIL, 6" MIN. ROPES AT TOP OF BALL SHALL BE CUT. REMOVE TOP 1/2 OF BURLAP. NON -BIODEGRADABLE MATERIAL SHALL BE TOTALLY REMOVED PLANTING SOIL MIX PER PLANTING SPECIFICATIONS UNDISTURBED SOIL PEDESTAL EVERGREEN TREE PLANTING NOT TO SCALE SHRUB PLANTING NOT TO SCALE SET SHRUB AT ORIGINAL GRADE OR UP TO 118 DEPTH OF ROOT BALL 2" SHREDDED HARDWOOD MULCH OR APPROVED EQUAL MAKE (3) -1" CUTS IN SIDES OF THE ROOTBALL PLANTING SOIL MIX PER PLANTING SPEI UNDISTURBED SOIL PEDESTAL NOTE: SHRUBS INSTALLED IN CONTINUOUS SUCCESSION OR LARGE BED SHALL BE PLACED IN ONE CONTINUOUS DEPTH BED SET GROUNDCOVERS AND PERENNIALS IN STAGGERED ROWS AT SPECIFIED SPACING. MULCH ENTIRE BED WITH 2" SHREDDED HARDWOOD MULCH OR APPROVED EQUAL. MAKE (3) -1" CUTS IN SIDES OF THE ROOTBALL EXCAVATE ENTIRE BED AND PLACE PLANTING SOIL MIX PER PLANTING SPECIFICATIONS PLANTING SOIL MIX - SEE SPECS GROUNDCOVER PLANTING NOT TO SCALE NOTE: GROUNDCOVERS AND PERENNIALS TO BE INSTALLED WITH TRIANGULAR SPACING —r PLANT SPACING 'D' A' , D' D' 8" O.C. 10" O.C. 12" O.C. 18" O.C. 24" O.C. 36" O.C. D 48" O.C. GROUNDCOVER SPACING NOT TO SCALE LOCALLY SOURCED, RIVER ROUNDED, UNFACETED, RIVER STONE/COBBLES 3" MAX. ANY DIMENSION CURB AND GUTTER N <o NOTE: 1. COLOR AND TEXTURE TO BE APPROVED BY OWNER PRIOR TO PURCHASE 2. ALTERNATE SETTING BED: PRIOR APPROVAL BY OWNER REQUIRED • SET STONES IN 2" CONCRETE SLAG. • DO NOT COVER MORE THAN 25%OF THE STONES RIVER STONE 1 "=1'-0" 6.93" O.C. 8.66" O.C. 10.4" O.C. 15.6" O.C. 20.8" O.C. 30.0" O.C. 31.5" O.C. STEEL EDGING SOD FILTER FABRIC COMPACTED SUBGRADE W Q 0 N z O W ofz 0 M N M N LZQ z> O Vo �z Qo U N C) DO OU 00 C)co U a 0n z 0 00 O r, Z— O r W Of7 J O_ U1 � W 0 Y W� Y J N 3 0 � N () 0 0 r )BBIE D. ROACH LIC. No. 1870 II/I9/2mI Z (n (n Q�: U O N 0 O 0 w O oco O LjN cn Lo F__ 1,� Q In > r m a-0 Q o m 0 Q ro_ z z W Y Y W CD ¢ Q N w U Ul W O D O S U L0 0 0� Z I11 L.L N W WW I'z W o 0 r�� U W V J Q W m J Q SHEET NUMBER CP-501