Loading...
HomeMy WebLinkAboutSDP202100073 Plan - Submittal (First) 2021-09-20y 0 N Q C O C O T W E Y O T d O J O L 3 N O L N ° 0 O ° a 0 C 0 T E a c 0 0 0 c 0 NN O .L. J v � it it 3 Y s > 3 E � J U i 5 c0 L N u c 0 0 Q � a 0 a E L c c L O 0v o' a V -o � o 0 n o a I o _ 3 U a. L J L O 3 c LO I � lJ � n � C ° >o j a I J n Y � U Y � N Ey N `o V w V E 0 lJ a V � L � N d n E_ nE � C = C Y '^ � s Q = :J y J oN O � J � N 0� y c 0 �y n a C N O � u n v c � 3 �L 0 0 U C m E U ° 0r y� FINAL SITE PLAN FOR 1215 SEMINOLE TRAIL RIO MAGISTERIAL DISTRICT ALBEMARLE, VA 22901 DATE: 09/14/2021 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. N LAND SURVEYORS W�E & PLANNERS s 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. PROJECT LOCATION VICINITY SCALE.- 1 " = MAP 500' SHEET NUMBER SHEETTITLE CA-100 COVER SHEET CA-101 GENERAL NOTES CA-102 SPECIAL USE PERMITAND ACCESS MANAGEMENT EXCEPTION CV-101 EXISTING CONDITIONS CE-101 DEMOLITION, PHASE I E&SC PLAN, AND PPP EXHIBIT CE-102 PHASE II E&SC PLAN 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-201 STORMWATER QUANTITY CG-202 STORMWATER QUALITY CG-501 STORMWATER PROFILES & DETAILS 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 TOTAL NUMBER OF SHEETS: 24 WAWA INFORMATION 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 TRA I 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: 1.74AC. ±(77%) OPEN SPACE: 0.52 AC. ± (23%) STEEP SLOPES: DISTURBED FLOOD ZONE: THIS PROPERTY APPEARS TO LIE I N FLOOD ZONE "X" AS SHOWN ON THE FLOOD INSURANCE RATE MAP, MAP COMMUNITY- PANEL NUMBER 51003CO278D EFFECTIVE DATE: FEBRUARY4, 2005 WATER: ACSA - MECHUNK CREEK-RIVAN NA RIVER WATER SUPPLY WATERSHED SEWER: ACSA SOURCE OF TOPOGRAPHY: TOPOGRAPHIC SURVEY WAS 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 RECEIVING WATER(S): RIVAN NA RIVER - MEADOW CREEK 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 FEET OF RETAILSALESAREA FOR THE FIRST 5,000 SF (RETAIL SALES AREA IS 80% OF GFA) PARKING CALCULATION: (6,049 SF x 0.80)/100 SF = 48 SPACES WAWA PARKING PROVIDED: 48SPACES HANDICAP SPACES PROVIDED: 2SPACES REAR PARKING LOTTO BENEFIT 061WO-02-00-002BO 20 SPACES 061WO-02-00-002BO EXISTING PARKING 56SPACES 061WO-02-00-002BOMAX. PARKING 78SPACES 061WO-02-00-002BO PROPOSED PARKING 56SPACES +20SPACES =76SPACES TRAFFIC DATA AM PEAK HOUR TRIP (ENTER/EXIT) 252/251 PM PEAK HOUR TRIP (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 DEPARMENT OF TRANSPORTATION HEALTH DEPARTMENT W Q 0 0 N iM M N LZQ z, 0 Vo �-z Qo U N 0 OU CcO �E co U a o z af ooco ZN Z— O } W Of7 J O_ U1 � W � Y W� Y J N 3 O � N - O O 0 "7 J� RYA PERKINS LIC. No. 046565 09/la/2MI ~ N O U V) rl� Ld O O Ln o00� Lc) cn > 07 } a- ¢� a m � � w Y O a n a w (U/l O O U W W 2 U) 0. W O 0 0 0� Z Q Lu L.L N m W Z W W O o U n/ LL r� V w J o' Q w m J Q SHEET NUMBER CA-100 C N N O O 0 a 0 C O m > E O T a 0 D O L 3 n 0 N 0 0 0 0 a 0 C 0 m > E Y 0 0 v a 0 O 0 N 3 LO 0 w - C D 0 z J 3 Y 0 A O z 5 ' 3 C E E i a 0 v 9 ✓ L W N C O c 0 0 U 0 w Q L J `m a m O a nL E c N L 0 v 0 0 T N � 0 ,o O a L 0 I a 0 s 0 D 3 D L 0 c L N 3 I 0 p 0 n .- h , h U 7 C O > 0 `i o JI a r n Y '0 0 a E 0 L - - V O T i6 O N C Z) y N , N w N O n 5 E 0 w " 0 n 0 n E w " 0 c z - C J 0 a N Y 0 w z E w 'E 7 0 Z) L v i 0 Q w 3 8 a 0 ", 0 c J m 0 0 0 m � ro 0 n n 0 C , O � 0 n 0 5 c W � , « 0 L 0 0 0 J 0 .% 2 0 E m 0 0 0 or �, 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. 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) - CG-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 o I z z 00�o ^ Q � Z- 0 r Iw �7 co J O_ U1 � 0 W w003 Y IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII _ �3 a- � y J N 3 00 N J O3: 0 0 ~ N O U N O O � O N Ln 000��0 �� > 07 > Q� Q m m Q � � o � w = a � z Y O V w U O O _ U W W O Z J N< 0. W Z W Z Q I11 IN-..LI T V J 0. N m QZ W W DD Wz O 0 ram^ U W V J 0_ Q w m J Q SHEET NUMBER CA-101 0 O N N Q v c 0 3 0 D o x Z a J v a_ € J y x O T Z 0 it ° � y J 0 Q o Z r Q '3 � N n � n - 11 0 � L J N Q U Z Q 0 o Y N it N 1 a n o J O Q x :J I 11 i E n Y T o J o N a Nv 0 v o L C c 0 C O n Q O n° = C N N 3 0 os T 3 V � C E o D L U 1 N 5 r c a o o u c c 0 0 p n n o h a E > v `O :J Y m v Y � E `v n v � a V N � v 3 30 L u y s U 3 `o h � L v n � E C Y N N n O a Z n J a- 'o J y x ° � y z o �J w � T Q O Z Q � y 1J N J ' J Q cvi Z Z N Q _ o N i E w n Z C J ° Q N � C n N V L i r Q = N N 0 a o N O = J � a 0� Y c 0 v .N. n a N C U) O L U n N 5 C N y a 3 v L 0 0 J 0 .% E n � 0 p o v � ON 0 L 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 rpnl lPCtPd that the ariiarpnt nrnnprty nwnPr hp rnntartprf to rfiGrijCC a SharPrf arrpCC rfriNip 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: M1d70110."'°°`""` 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.Shelton(aD-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 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, 1 SURVEYED THE PROPERTY SHOWN ON THIS PLAT AND THE TITLE LINES AND WALLS OF THE BUILDING ARE SHOWN HEREON. WILLIAM S. ROUOA.USN,J R. CERTVILD LAND SURVEYOR U. S. ROUTE 29 — N. B. L. CERTIFICATE NO. SDGR,TSS 16 MARKED PARKING SPACESo . n..i'p$.'sttN f+�iRprt:4:N?'ytv!:S111G?.w�cpkg98a'RkY#x� r,•1:r' I N35020'59"E 149. 02' S /pn r A-88032'18" R:26. 65' T • 25. 9 8' L• 41. 18' .r N � rrun See f.0 / 5/RVICf STATION so.r' r ' D sHJ P- M P r �'- - L+SRI L� / Pole l r � ,gyrl;,sl t!14firq,, 3 ?� R '• -O N • O ro h y ' 2 !6 t �O if v e /e f+ e «✓ Area /Iron 4_/_�17_500' Fn1. S36020'59 ,W w M x ti Z661 £ 1 NVf I :33AI3038 1 FENCED PARKING AREA - /- ScrvJce S�<�ir./ fr kc/o</r 'A S'riewn rs 2- Fcnce� <rCrn. /e� y Vciia/e- turn/� _".t a✓/ 'SJ :vr, - Idle....... .✓:.' 7 .CCa'J .T n> d o/.L7�C 3- Mcrked�r//.� f�itces; ex/s70(/IQ en Seu p'r/i //•rCr le �rerJ 7'L., PHYSICAL SURVEY OF LOT 1, BLOCK A, SECTION TWO IIW ESTFI ELD" CHARLOTTESVILLE MAGISTERIAL DISTRICT ALBEMARLE COUNTY, VIRGINIA IPOA14 Set j XLTU 00, 13 .4. • fir r. L IOIIiAIiSI, JL ti V CERT. NO. 54.17.3 (a) 655 c, 54-17.3 (b) 78 At A. '•t/,Tea LAND rs ` cra+,'/ noes .C�4oJ : /6 ✓.rn. TE �.Tfl'/.�� Pr.,eev /,74 /_•,,.,,,,«L, re oe,., �/\ WILLIAM S. ROUDABUSH, INC. .,54ry, un-/Are /; Al 12. lY , ( %% el:.If A Professional Corporation J - CERTIFIED LAND SURVEYORS :ALE: �r.'50, DATE: NOVEMBER 30,1376 Charlottesville Virginia )car. PAW. P"M L iaPw, C. )DU CDI, 1. T 7., Fit F NO.._4.9 74. W Q (n z 0 W OIZ O M N r7 N L�Q z> OV o LLJz QO U N OU cc VDo ) U U a I o n z of 00 O cc Q I � � Z— O r W 07 J oN w�03 Y [illllllllllal� x � Z a Y J N 3 0 0J N o(D O (D r Z M > O N O m U cn 0- w O O o00E-'�� of O > m } a Q o 0 m m Q \ y _ M W J Z U Z U 1 O a a w 5� L w U) Z Z 0.wwp w U w ~ Q W p z X Z < UJ UJ U Q � 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-102 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 .. D ° Z r Q J 3 1 m J � n it m O yj C n - @i °o Nry� OC a '(0�1C1, N0'�0 / /V. o = 54"±RCP_L / � C w O c `o / v �� / / IP i ° e k� 9 e °°� / g�tJ cli Q 3 (O�- n IT EXISTING INLET TO d 5 /� CONTRACTOR TO REPLACE(VA) CHARLOTTESVILLE-1165 PEPSI PLACE, LLC 0 o II BE REMOVED D.B. 4722 PG. 213 1 RIPRAP DITCH AFTER 3 II xtr G\ I II I I1 I D.B. 2359 PG. 589 (PLAT) n P CONSTRUCTION OF ULTIMATE EXISTING SIDEWALK ( 0 I 1 PARCEL ID: 061 WO-02-00- 02B0 o _TO BE REMOVED m ti /\0E o. IL�I I CONDITION RCP OUTFACE PIPE a b, i 011T I 11 I I\ 1 1 I w ZONED: C-1 COMMERCIAL ° E II �� S niP� v o / / // \ Eal I 1 I G� �jG PARCEL USE: CONVALESCENT HOSPITAL T � l °I I I N R� g. 3 0 - - - G �5 gE° �I°' I ,` �ill v all S / 19 - Q' co 5�V GQV / / \ \ I `F� \c r I Q N�95� - Fes. �,� Ip / \ \ 1 I I I �� PP�� I F o� , 6 Nti 6b �o,N rnSF \ \ II 1� \u 1 cQoti �. yd : ��k \ -CONTRACTOR TO INSTALL ULTIMATE 1 ° ^ll 0 5 -'� gg / t CONDITION RCP PIPE AND STRUCTURES TO .15"C?P 1���g 0 448' - -� . EXISTING TREES - - I OUTFACE SEDIMENT TRAP. SEE SHEET = G�' G � EXISTING TREES AND v - _ _ O (F �� O ° 449� TO BE REMOVED - - VEGETATION TO BE REMOVED _ _ \ - / 45 �CG-101 FOR PIPE AND STRUCTURE INVERTS.- 0 �P�� \ qOp GR Qo Nyg II _ _-_ ,� , .° �' 11 Z//� •h51 �` �ii' F j � 450����-_-_-_� o 0 o 1 ll 'n (6) EXISTING BOLLARDS _ TO BE REMAIN a EXISTING CURB AND 3 �p0:k�"1L �� _ \ .� ��``$$ 8- - \ E GUTTER TO REMAIN Ix _ _ `/ 452 _ / 6' BERM 30 45 �' h1% / IP ® 450 453 DID 0W 454 � l 455 `456 451 452 \\ R\ \ \ \ 450 EXISTING WOOD SHEDS 3 \ \ 455- TO BE REMOVED_ \ EXISTING GAS SERVICE ° I Y 452 H 3 EXISTING WELLS TO BE REMOVED IN / / EXISTING CONCRETE / / / w \ TO 1215 SEMINOLE \ \ 454453 EXISTING TREES AND ACCORDANCE WITH VDH STANDARDS I / / / TO BE REMOVED / / / m TRAIL TO BE REMOVED 455 / // j/ . \\\ VEGETATION TO BE REMOVED i / O O 8.0' WIDE RIPRAP OUTFALL 456 / EXISTING CANOPY AND CURB / / 1 ISLAND TO BE REMOVED / / \ \ SEDIMENT TRAP \ TOP OF WET STORAGE: 453.50- DD �'457 3 N / EXISTING BUILDING \ TOP OF DRY STORAGE: 455.00 DRAINAGE AREA: 1.40 ACRES p N M x / EXISTING UNDERGROUND TO BE REMOVED \ h� 04 / ELECTRIC LINES TO BE REMOVED I rS \ \ .d SEE DETAIL ON SHEET CE-501BOTT \ BERMM ELEVATION: ELEVATION:00 ON:456 00 RM m m {n lx ��� Pw EXISTING GAS LINES C� 0_ a I EXISTING WATER SERVICE AND P TO REMAIN TYP. \ i n 0 [ti F 2 2 III I METER TO BE REMOVED G I� y E ' 1 J 0 0 vi b� l�V I /t n n / \ - - - - - \ c n \ EXISTING GRAVEL TO EXISTING SANITARY SEWER LATERAL \ ° N Q4 3 _� I I / AND CLEANOUT TO BE REMOVED \ BE REMOVED (TYP.) n .a mN�^ Ix l /� �f %i y \\ I \\ \ �� \\11\ III 0 1111 ~ a m I Il 'i J / 0 \ 1 \ \/ to I I r n �a�caca / / \\ �� \ J / MIj11\\1\1\Ilf X y > O. 0_ , PROPOSED LOCATION OF SEDIMENT BOUNDARY to \I \ �\ I o W �" I I 0 EXISTING WELLS TO BE REMOVED IN \ / \ 1 \a III a- T ^O ^O a� �� O 'ACCORDANCE WITH VDH STANDARDS (7) EXISTING BOLLARDS SOLID NON -HAZARDOUS - \ / .DRAINAGE AREA: 1.40 ACRES 1\ \ 1I I M = II 1 r/ y PROPOSED DUMPSTER TO BE REMOVED \ 0ly M h� �� / r / / SANITARYD AOCAT OS OF ` ah��_ \ / I \ \ z 0 m m mll 4_ \\ III.\\ \ \1 m y PPROXIMATE LOCAT EXISTING OVERHEAD ELECTRIC LINE 1 \ y ci '° e X 10' VEPCO EA MEN TO BE REMOVED UP TO POLE I -459� \ \ i SF \ n\\\ \111 1111 Z v�yk CE / D.B. 429 PG. 350 / ��� - - - \O \ \1`ss \\\�I111I1111 N \� 0 / // EXISTING UNDERGROUND ELECTRIC \\max\\\1 \1 \1\II11 i EXISTING SIDEWALK AND 5g� LINES TO BE REMOVED UP TO POLE / .' \\X\\lII 1 n CURBING TO BE REPLACED / =� \ \ _ - 00 \`-d\ II11I \\\\ 111 Ill\I r - ffL W - - _= W= - - �- - �W I 62.4 _ a58-\\ FAO' g111f11�\10111\1111 FENCE MEANDERS �e Q ° PROPOSED LOCATION FOR CONCRETE WASHOUT ALONG P/L - i 9 G PGv(;0 EXISTING OVERHEAD ELECTRIC LINE (CONTRACTOR TO PROVIDE IMPERMEABLE EXISTING TREES AND �, gyp. 16`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 o OFyF I EXISTING UNDERGROUND ELECTRIC PROPOSED LOCATION FOR ON -SITE FUEL STORAGE D.B. 290 PG. 434 D. 1134 PG. 536 LINE TO BE REMOVED UP TO POLE (CONTRACTOR TO PROVIDE IMPERMEABLE BARRIER PROPOSED LOCATION OF RAIN GAUGE D.B. 421 PG. 500 D.B. 77G. 401 (PLAT) ° I 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 ClWMERCIAL 3 ll I PROPOSED LOCATION FOR SOLVENT PAINT STORAGE PARCEL USE: VACANT C ERCl/ r (CONTRACTOR TO PROVIDE IMPERMEABLE ll I CONTAINMENT, EXTERNAL TO STORAGE) I RMD PROPERTIES, LLC o �9 D.B. 2217 PG. 191 ° N5l l5 D.B. 407 PG. 55 (PLAT) 0Qo PARCEL ID: 061 WO-02-OA-00200 ZONED: C-1 COMMERCIAL r o PARCEL USE: MARKET � y n a m 0 N O L U n ° 5 c � 5 � 3 s 0 0 J y E n � 0 ° o 0r 111aLto] III[e]►■■901alII m I I m I I m I I m 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 ENTRANCE CE 1 EA. 3.05 SILT FENCE SF X X X 950 LF 3.07 INLET PROTECTION IP ® 4 EA. 3.08 CULVERT INLET PROTECTION CIP ® 1 EA. 3.09 DIVERSION DIKE DDb b 00 LF 3 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 TIP TIP 450 LF SEDIMENT TRAP DRAINAGE BOUNDARY >t 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 W 01 ofz O M N r� N LZQ z, 0 Vo LLIz QO O N C) OU m �E 00 p 0 a o I z of o0�o ZN Z- 1 } wJ Of7 o_N � 0 z OOS Y W Y J N 3 O � N O0 0 0 "7 v� RYA PERKINS LIC. No. 046565 09/la/2MI ~ N O 0 V) rl� 5 0 O Lnn 000 Q� Lc) cn > 0 } a- ¢ Q m � Z y W Zor) Y O a n a w (U/l O O U ffW vJ Q Z1 Q Z 00 OQ= J X J 0. W 5O G rUn V ) 0 W 0 0� Z I11 N W W z w W O O r� U W V J Q Ld m J Q SHEET NUMBER CE-101 0 O Q C O C Lo x T E Y O T ° 0 r 3 a 0 N 6 c 0 0 a 0 E 0 x T v Y T c 0 0 v 0 3 ° v c z Q o J ' 1 0 N .o n y ° = C w n - Q 3 = Y i 0 V y U 3 it C �E 0 �N c S O c 0 Q� o L � n � c 0 �a L E 0 C O O T O V � � N 0 ° o � I m 0 n � a � m 0 ° O 3 c Y L � I s 3 JJ n o h v > J � I c N O a Y � C n L U � m a N 7 N y 0. U O T v c U O V � h y L C n !� Y z ° Q c J N i E :J n C w N n ° a C = d i V r U � w c :J y E 0 a oN O � J � ° o ° y c 0 � y n a m c N O L U n ° 5 c � 5 � 3 Y � s 0 0 J Y E m � 0 p o 0r I 00 N 3 N N Ia aCL o)�_��\ 3 (may C� a rry=04 Etl �9OL0vi N O 03rn I I 3 w N� ti in Q v /11 00 M 07 W ci p 3 � G G O'. A, 3 Il�g II i0 ll�ljlll!�Illa� i JI �i�!!:.!aullll r�5 / / / IE TE 1 97IP j G / G ST AT I lg0 0./'/ 44t / CA // � � SET (VA) CHARLOTTESVILLE-1165 PEPSI PLACE, LLC D.B. 4722 PG. 213 D.B. 2359 PG. 589 (PLAT) G� 4) y PARCEL ID: 061 WO-02-00-002BO 1 ��� \ n� l 11 1�� 1 ZONED: C-1 COMMERCIAL — �� g1 vPo '� v / R dao 1 I IINI 1 a `� �C)t S0 PARCEL USE: CONVALESCENT HOSPITAL 11M1 o RMD PROPERTIES, LLC o D.B. 2217 PG. 191 D.B. 407 PG. 55 (PLAT) PARCEL ID: 061 WO-0-OA-00200 ZONED: C-1 COMMERCIAL PARCEL USE: MARKET BE o�G =_ 0� 40' GAS LINE EASEMENT D.B. 290 PG. 434 D.B. 421 PG. 500 D.B. 1683 PG. 337 \�1 �llll I 1 �11111 �111111111 PHASE II PROBABLE CONSTRUCTION SEQUENCE 1. CONTRACTOR TO INSPECT AND MAINTAIN ALL EROSION & SEDIMENT CONTROL MEASURES AND MAKE ANY NECESSARY REPAIRS/ADDITIONS BEFORE BEGINNING PROPOSED IMPROVEMENTS. 2. BEGIN SITE GRADING TO PROPOSED FINISHED GRADES MAINTAINING POSITIVE DRAINAGE TO EXISTING INLETS. INLET PROTECTION IS TO REMAIN IN PLACE DURING ALL PHASES OF CONSTRUCTION. 3. INSTALL STORM SEWER AND INLET PROTECTION AND BEGIN INSTALLATION OF UTILITIES. 4. BEGIN CONSTRUCTION OF INTERNAL PARKING, CURB AND GUTTER, AND DRIVE AISLES. INSTALL STONE BASE TO ALL PARKING AREAS TO SERVE AS TEMPORARY STABILIZATION AND INSTALL TEMPORARY SEEDING IN NEWLY GRADED AREAS. 5. CONSTRUCT PROPOSED WAWA BUILDING AND CANOPY. 6. PAVE PARKING AREAS, INSTALL PAVEMENT STRIPING, AND FULLY STABILIZE ON -SITE IMPROVEMENTS. 7. REMOVE EROSION CONTROLS UPON FULL STABILIZATION OF ALL SITE IMPROVEMENTS. NO EROSION AND SEDIMENT CONTROL MEASURES CAN BE REMOVED WITHOUT APPROVAL OF THE ENVIRONMENTAL INSPECTOR FOR THE SITE. 8. INSTALL FINAL LANDSCAPING AND PLANTINGS. 9. SITE CLEANUP/DEMOBILIZATION. NOTES 1. ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES MAY BE REQUIRED AT THE DIRECTION OF THE COUNTY EROSION CONTROL INSPECTOR. 2. IT IS ANTICIPATED THAT APPROXIMATELY 4200 CY OF CUT MATERIAL WILL NEED TO BE EXPORTED TO A PERMITTED SITE AND WILL NEED TO BE REPORTED TO COUNTY INSPECTOR AND INCLUDED IN THE SWPPP. VIRGINIA UNIFORM CODING SYSTEM FOR EROSION AND SEDIMENT CONTROL STD. & SPEC. MEASURE CALLOUT SYMBOL QUANTITY 3.02 CONSTRUCTION ENTRANCE CE 1 EA. 3.05 SILT FENCE SF X — X — X 1025 LF 3.07 INLET PROTECTION 3.32 F PERMANENT SEEDING PS PS t1.0 AC. 3.38 F TREE PROTECTION TP TIP TP 450 LF JA-ZANIMITED PARTNERSHIP D. 1134 PG. 536 D.B. 77 G. 401 (PLAT) PARCEL ID: 061-WO-02-00-00200 ZONED: C-1 CQMMERCIAL PARCEL USE: VACANT COMMERCIAL LAI I \ LIMITS OF DISTURBANCE 2.62 AC. GRAPHIC SCALE IN FEET 0 15 30 60 V. = 30' w Q 0 6 z 0 M N N LZQ Z O N O o 0 Q O N C) OU m �E 00 O U a o I z z of DO O � I I Z— 0 r w Of7 J O � _U1 0 Y Y J N 3 op N J O0O O "7 v� RYA PERKINS LIC. No. 046565 09/la/2MI z m :E d ~ N O 0 V) rl� O � O Ln o00� cn > m } a Q a m m � O w w Z Z y Y O a n a w (U/l O O U 0 N Z Q w N m W Z w W O o U r� V W J Q w m J Q SHEET NUMBER CE-102 C > m SITE LEGEND w 0 GREENBRIER DRIVE TURN LANE + + + + + ASPHALT PAVEMENT +++++++++++++++ 0 x 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 ` LLJ SEE SECTION THIS SHEET 14. °: °d a a N HEAVY DUTY CONCRETE ° ° SEE SECTION THIS SHEET MILL AND OVERLAY d N z a / c ' VDOT STD. CG-6 O / / ' SEE SHEET CS-502 N / / M / a SPILLING CURB/GUTTER y / �' /' SEE SHEET CS-502 Z> T / //' Wo //Qp ° / / MILL AND OVERLAY EXISTING THIRD AND BIKE LANE / /' / /' v= N a (SEE WP-2 ON SHEET CS-501) / /' �/ once Co o TIE INTO EX. CURB SITE PLAN NOTES �\ QC ' z / AND GUTTER /' /�' oo o /J TIE INTO EX. SIDEWALK - - J / / D /' / 1. ALL CURB RADII ARE 5.0' UNLESS OTHERWISE NOTED. ^ Qw I } / Z~ O w G/ 0 7 N J / 6 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 w0 0 y SURFACE MOUNTED HANDRAIL - - - - =7'a -----�' SIGNS, DIRECTIONAL SIGNS, AND STRIPING SHOWN ON THE PLANS. �■ Y a (SEE DETAIL SHEET CS-502) R30.0' x i rr A� / J 3 51 /� x - 4. TWO COATS WHITE TRAFFIC PAINT (4" MIN. WIDTH) REQUIRED FOR N3 a / VDOT STD. CG-126 x Ri-1 STOP SIGN WITH STRIPING SET (VA) CHARLOTTESVILLE-1165 PEPSI PLACE, LLC o0 // x PAVEMENT STRIPING EXCEPT TWO COATS BLUE TRAFFIC PAINT 3g4' •TYPE B, CLASS I, WHITE, i (SEE SHEET CS-501) D.B. 4722 PG. 213 z 5 VDOT STD. CG-11 x x x SHALL BE USED FOR ACCESSIBLE PARKING AREA 18" LETTERS 2" ■ ° J BIKE LANE STRIPING 4" WIDTH, SOLID LINE x x / D.B. 2359 PG. 589 (PLAT) ( O� a- c (SEE PM-6 DETAIL SHEET CS-503). x x x x x x i�Pe kg0�y PARCEL ID: 061 WO-02-00-002BO PAINT STROKE). o w . TYPE B, CLASS I, WHITE, x x x x �Q4��0 G ZONED: C-1 COMMERCIAL � o n _ _ELONGATED ARROW (TYP.) x x x �f - ENTRY/EXIT DIRECTIONAL 1 ��G 95 PARCEL USE: CONVALESCENT HOSPITAL 5. PROPOSED CONCRETE PADS TO HAVE 1 FT X 1 FT CHAMFERED ° - x x R30.0 : '. SIGNAGE (TYP. OF 2) NL PROPOSED �, x xw�� x o CORNERS. RIGHT-OF-WAY VDOT STD. CG-12B (UNDER SEPARATE PERMIT) F . x y 5' CONC. SIDEWALK ox x x x 1: '- 1 T S 6. THE BUILDING STREET NUMBER IS TO BE PLAINLY VISIBLE FROM n � x> 0 -• 1 MONUMENT SIGN w (SEE SHEET CS-501) x o x :G::: o THE STREET FOR EMERGENCY RESPONDERS. F o x 1 (APPROVED UNDER }� Jr L o -4" WIDTH, 2' NE WTYPE B, ITH 4' SPLASS 1, ACING • x x z x x 11Ix x o .; .:o.o'.;' 1 SEPARATE PECK ��OGa�G 7. ALL LIGHTING TO BE INSTALLED 5' BEHIND CURB AND CENTERED ON (2) 22K GALLON UNDERGROUND STORAGE TANKS x ,.,::�00- '� CROSS ACCESS WILL BE PROVIDED THRU A RECIPROCAL PAVEMENT STRIPING UNLESS NOTED OTHERWISE. EASEMENT RECORDED PRIOR TO PLAN APPROVAL RYA PERKINS o (1) 20K GALLON UNDERGROUND STORAGE TANK x x x x x _ __ ;'.k:.:.:.':.. U 'Y Z x x x R32.5 VDOT STD. GR-2 GUARDRAIL LiC. No. 046565 g TIE INTO EX. CURB NORTHING: 3913109.74 x 8. TYING TO EXISTING CURB/GUTTER: THE EXISTING PAVEMENT SHALL b YEAST NG: 11487487.53 5' CONC. SIDEWALK j AND GUTTER / NORTHING: 3912810.87 `1� �1IQ1u%LI /� (SEE SHEET CS-501) O FASTING: 11487933.46 BE NEATLY SAWCUT AND REMOVED FOR A DISTANCE OF 2'0" FROM EXISTING ADA '-100.0 R13.5 '. - R1-1 STOP SIGN WITH STRIPING (TYP.) 10' LANDSCAPE SETBACK RO p. FACE OF THE CURB AND 2'0' FROM THE EDGE OF THE CURB AND RAMP TO REMAIN VENT STACK S56.10'09"E 20' PUBLIC DRAINAGE ;` 536.82' (SEE SHEET CS-501) E� v� EASEMENT _ _ _ _ _ _ _ _ _ GUTTER AND THE SUBGRADE, BASE COURSE, AND PAVING TONAL 9 38' (TO BE PAINTED BROWN)' - �� :�.;,:'; REPLACED WITH NEW PRODUCTS. `O NORTHING: 3913102.99 0 ' EASTING: 11487450.94 ': 6 Qp - 2 :' - z m a 9. REFER TO FINAL GEOTECHNICAL REPORT FOR FINAL PAVEMENT of N _f'. SIGN TO SAY "EMPLOYEE ONLY N O of v o' TIE INTO EX. CURB •"�:.'.. R50.0 .�,�'�;':: SECTIONS. ":i� _ O S :�:•:•: O AND GUTTER / R29.0''. . o i .10.0 �'-o:;I::.;.-.-•- OVERFLOW PARKING FOR THE w O Ln '':R25.0`;•..�"•�,: ... :; ,. _ BIKE RACK N LAURELS REHAB FACILITY" w TYP. �. O ap } N •:.,•:-''•�'•• '-� i��'.:::::::::::::: .- SEE DETAIL SHEET CS 502 :I;:•::;'.;:.: 10. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLING ALL STOP a m o :.( i , a �, R30.0' > ♦..- N . .......... .. : R12.o' SIGNS DIRECTIONAL SIGNS AND STRIPING SHOWN ON THE PLANS. o o m F 1 •1 Y VDOT STD. CG 12B w . . . . . . . . . . . . . . . . . . . . . . . . - �.- - - o:,3i- >">:-;.:.-: •: VDOT STD. CG-12B 48" BLACK ORNAMENTAL FENCE \ 3 :c ................. .:• W Y s Z .- < 4 (SEE DETAIL SHEET CS 502) ° ° .. .v a. .R5.5. .-.. ._ 3 ' ""n .,. -! ..- �-.♦,.ss., .-. ..e.,. ,i .:.-.�.. •....... 11. VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE Y � o ¢ N ¢ W 10 LANDSCAPE SETBACK I_ . . . . o I \.. R10.0':'.'-: :� CORRIDOR SHALL BE ELIMINATED. N �''-':':':':''•':-''•' 5' CONC. SIDEWALK :R5.5'.: '. ' o 0 I ■ '..:' ••mil ■.: WITH 2' BUFFER STRIP I • �I':•:•:•:'.:'.,• ..-(" p I s• y 3 00 N r• 7 '. .R3.0' �. `o o N i o - N v 81.0 -. 4. .:---�'35.0'. �.- 3 0' :':20.0'. C O � �' GRAPHIC SCALE IN FEET c4 c� ; w - o a II _ W r.. w i u ti - +-' I:-: PROPOSED LIGHT(TYP.)'C d 2.26 ACRES Fz ...................... :. +20.0 , ,. : :25.0'. :;20 0 40.0 - 20.0';: C .� o'. W50 FB VA h - ;.;. 7.:..::�: :' - h N d a VDOT STD. CG-12B , 6.oa9 SF 1" 30' W I . . \ •.... 7 :: 11 ;' „AIR PUMP PARKING ONLY" SIGN O 2 . �..\ .' .. .. o . .1 FFE: 457.05 -.;. .- O -_:. ' •...:.'•':::=- - - SEE SHEET CS 502 • 48 WAWA PA E s S C S _ �'-o.-. � o.-. (6" AIR ENTRAINED PORTLAND CEMENT �:�:ro�: :� � ��•:•�'.�•:��:.��:��.��:��:.��:��: � .�•-:-•�:-�-:�.�. AIR STATION ON 4'X3' �� w .. iw .. • - CONIC. PA WITH I= ._ w r MONUMENT SIGN .:. 0 18.0' : 24.0'':' - ' 18.0' 0 C D O CONCRETE W/ A MIN. FLEXURAL O \ J N M R25.0 I ;: '. :o'>. �". w : APPROVED UNDER \ .y : •i • o R4.5'.: ::: BOLLARDS TYP. OF 2 O STRENGTH OF 650 PSI AND MIN. 28 DAY Y a Co ( r- is 0 - r- ( ) y ^ ` "•: \ - I •' • : . ` SEE SHEET CS-502 I � COMPRESSIVE STRENGTH OF 4,000 PSI ¢ SEPARATE PERMIT). _ ( ) Y s �G_p �'-�-'v s--� ■." •',■•ACCESSIBLE PARKING STRIPING (TYP.).: 3 R3.0'.•':''. ''e•i u� PROPOSED 20' - ° ' � d - -• (SEE SHEET CS 501) . ;. ' 65.T :1,2 0 •` R4.5':.;'.'�; . a ..:. • o .� d .:R10.0. -.UTILITY EASEMENT>. - - - - -,: .i. N - E w �. .\ ,: W �� MOUNTABLE CURB -WITH %%��->. 1� -ACCESSIBLE PARKING SIGN(TYP.).'- .:.�..'.1'.�.'.�'.�-�'-�'� 00 o ` - - - - (SEE SHEET CS-501) : :'. STAMPED CONCRETE (TYP.) -: o' NO PARKING SIGN R8-3A f� f+j N • . y . . - (SEE SHEET CS-501) a . .: 10.0' :.: ;.10.0' ' SEE SHEET CS-501 v ° 0] 0] R10.0'- '0.. - TYP. ..'O 'r p o o ;.;.o ;.;. 6" CONCRETE PIPE - DESIGNATED - - - - - - � ° .N .•.•.•... .•.•.•..• '���.�:�:�:�:�:�:�:�:�:�:�: CARDBOARD DUMPSTER I - - - - - - - - :.: '.:: '. '. '..... BOLLARD TYP.:: • : •R10.0 ................ _ I- ( )•... . . . . . . . . - o - R10.0': TURNAROUND SPACE NORTHING: 3912668.23 - - - - - - VDOT STD. CG 11 (SEE ARCH. PLANS) III III III III III III III II _ - ::R15.0'::::::::::::.::-.:::'. SEE SHEET CS-501 :n..• R15.0: :•:.;o••• ( ) . : : : :. . . '. . 8 EASTING: 11487832.09 R1-1 STOP SIGN WITH STRIPING : : R50.0' ;:::;:::::;: ;:; :. . . . . --' ---'-• 6" VDOT TYPE I, 21A DENSE GRADED UNTREATED AGGREGATE BASE y (SEE SHEET CS-501) R15.0'�r ° _ _ SUBGRADE -STABLE AND COMPACTED TO A o_ R50.0' ° R40.0 _ X 'D DRY DENSITY OF AT LEAST 95% OF THE SOIL'S MILL AND OVERLAY EXISTING THIRD LANE11 - O� o RESTRIPE PAVEMENT MARKINGS AS �� 562.40_ F� STANDARD PROCTOR MAX. DRY DENSITY (ASTM ENTRY EXIT DIRECTIONAL LIGHT POLE TO BE ALIGNED WITH STRIPE AND SET AT BACK OF CURB TO ENSURE FENCE MEANDERS ) n NECESSARY R13.0' / D-698 TO A DEPTH 12" BELOW SUBGRADE H = (SEE WP-2 ON SHEET CS-501) i SIGNAGE (TYP. OF 2) IT IS LOCATED ON WAWA PROPERTY ALONG P/L ELEVATION. eQP �P J�0 (UNDER SEPARATE PERMIT) EXISTING OVERHEAD �P�QI56ti' I NORTHING: 3912981.34 ELECTRIC LINE SHED (SEE ARCH. PLANS) I JA-ZAN LIMITED PARTNERSHIP STANDARD DUTY z O�F�oN I EASTING: 11487364.91 EXISTING OVER 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 PLANS FOR ADDITIONAL INFORMATION) 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 .. ... uj 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 5 UNTREATED AGGREGATE BASE SUBGRADE - STABLE AND COMPACTED TO A v J 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 W 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 J O L = � T Y v �E � y Z Q T Z c Q o Y � it o z c n o � C O n L I c N 3 N 0 N O L y N . C 3 O w E Q= o N N L L n ,- 0 U O N u c o o T � V a 0 Ya E 0 I co � o � v N T) � J N 0 C � U v ° I a D a n N h ° � 3 � L u 13 Y 0 Y � E C � N O � a JJ a U v U V v � N v ° h y 0 n T c U o C y J U L - Y cOi 1 '> v N Z O Q J � Y v A E Z Q c_ n C � O — o � c J) � U V � n v 0 a o N O C J � N O � Y c ° � Y n a v C N O L U n N 5 c v 5 � 3 .. v �s .N 0 0 U C N nE U or e / op / / / 0 I / SET (VA) CHARLOTTESVILLE-1165 PEPSI PLACE, LLC D.B. 4722 PG. 213 i 1p+00 D.B. 2359 PG. 589 (PLAT) / �PQ k90�y PARCEL ID: 061WO-02-00-00280 R\Q' 1ST\G 9y0 ZONED: C-1 COMMERCIAL � 0 PARCEL USE: CONVALESCENT HOSPITAL G e Ati ` DECK 13+00 i� 13t35 ------------ SIGHT DISTANCE LEFT GREENBRIER DRIVE HEIGHT OF OBJECT 456 456 U w ✓i 452 as' — — — — — 452 _ _ SGAt I / 448 HEI HT OF EYE / / 448 / EXIST G GRADE 444 / 444 in PROPOSED GRAD 440 440 438 438 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 444 ° 444 ri �— PROPOSED GRADE J \\\\ 440 ♦ ♦ s� 440 �srgy \ a 436 EXISTING GF ADE 436 ♦ ♦ HEIGHT OF JECT ♦ 432 ♦ ♦ 432 ♦ ♦ ♦ ♦ 428 428 424 424 0 rn N qt 't 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 i 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 LZQ z, O In o L'J Z O Q U N 0 OU Cc co co U a O n z 0 Z N co Of D 0 J O_ U1 0 W O YY wI� > Y J N 3 O O 0 O O r RYA PERKINS LIC. No. 046565 09/la/2MI ~ N O U V) rl� Ld O � O cn � � H In > m a� Q Q � � w _ O 3 Y O Q n Q w U U w O D O = U � 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 0 3 m J 3 Q �j 0 � 5 3 E 5 n o I � n m :J r m y c u: O U L 0 in C 0 o 0 w Q 0 J 0 I �€ n a C C � o o Cr N a, 0 0' T V 0 Y O n 0 N O n 0 I 3 5 — � L u TJ s 0 3 O c o � w I � ]J 0 n � � C 7 O N > 0 a JI n V Y w Y y N L � O T �o p � J m n m V � U V N h 2 L � � N n ±= o m n E n N Q C O w � O in — 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 Plea 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" Topsoil -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 NLEGEND - BACKGROUNDREEWHITE (RETROFLECTIVE) PRDVID ESSI (REQUIRED S(R7-8a) ACCESSIBLE X6E)VAN WHERE N LD ? vex Y Q Z IX wo D 0 NSENw eC LEGEND - BLACK f /OR BACKGROUND - WHITE (REFLECTIVE) Y 90 YJIICE SIGN SHALL BE R7-8P (10'X12') wxONE tILEGEND MWSIGN TO MEET LOCAL REQUIREMENTSi6Kl o_ z wz of ¢ a BREAKAWAYDSTEEL 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 0 J w Q ~ r Z !n Q LL a O w I— OD cD z w J � 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 O 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" BROOM FINISH 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 N 3 0 0 �J N O(D O (D RYA PERKINS LIC. No. 046565 09/la/2MI ~ N O U V) IY LLIO O LJ (=n 0 00 (f) > m Q a m a I'rT O w _ 0-)3 1 O V w < _ Ul O O U V J J Q LIJ 0 LLJ LiI 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 Lo _ 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 Lo .L. 0 3 c J_ 3 K 0 �y y 3 n v E n °o I � n m 0 c m o � u c c o.0 Q 0 J O I �E n � � C � O 0 L p N c D � T U N Lo n O Lp- I 3 S � L U D s 3 3 O c O L I � YJ 0 n n C h O N N a JI n Y w U N Y a m L a O T O D � +j m o � N E o N n E J c_ C 0 w - - C n .E V r I c :J y m 3 a O m O c J � N N O � L O y c 0 N y n a m � u 0 N O L u n � c � 5 L 3 O `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 PJ PACIFIC STAIR STANDARD GUARDRAIL WITH HANDRAIL PICKET CORPORATION. L POST AND TOP LINE MATERIAL TO BE HSS 1 1/2" x l I/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 53f 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 I I/2"► flb6" OD.) PIPE R437 NTS www.pacificstairxom 1 503.390.8305 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 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.wm 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 �'r Z— O W of J 0/) � _U1 0 W Y WOOS Y N 3 O pJ N �(D O 0 i RYA PERKINIS LIa. No. 046565 09/la/2MI ~ N O U Vl Or Ld O O Ln 0 00 D Cn > M } Q a m 0 a O w w Z Z y Y O a n a w Ul O O U V J J Q W 0 W Z �1j T i I Y1 C N W W z LIJW W � O O � 1• W Ld 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 h O W 9 O ao � n iiiiiii iiiii�iiiiiiii \'•,, T.O. MASONRY OU � p ■ i�iiiiiiiiiiiii 8' _ 8" , MG_ r7 U BRICK TAVERN ^ ao � LIGHT FIXTURE "�� i iiii ozo , o R $H R T.O. SILL h �� c Lu 5 oN W Y MANUFACTURED w� o STONE SILL a- y J —BRICK TAVERN N3 0 O wo Y p iiiiiiiiiiiiiiiiiii T.O. FLOOR SLAB O v� E 0' 0" LEFT ELEVATION UN U ALTH p�,, pt`P C N O N o M- C C O a o U RYA PERKINS y LiC. No. 046565 U ° GATE SLOPE PRECAST CAP p/i��ZdLi w w LIGHT FIXTURE T.O. 9ALOL h ��`rS'IpNAL��{ o T.O. MASONRY 8' 8" z m � a U N O U cn O N BRICK TAVERN � O oN J ... � � } } a �M L0. SILL h Q Q} m 0 L _ Z W W Z Y 3 MANUFACTURED Y o < w o y STONE SILL o o U o s o — BRICK TAVERN � 3 O C 0 N r L 1..-. 1 BOLLARD y T.O. FLOOR SLAB ^ > a FRONT ELEVATION J U 0 a U ° W v Ya w �I 0 a �- W�o SLOPE PRECAST CAP; T.O. WALL Nh f^ o VJ N � 9'-0" T.O. MASONRY 8' _ a" E o ==== LIGHT FIXTURE BRICK TAVERN. V)SILL t i i i 5'-0" � MANUFACTURED STONE SILL BRICK TAVERN cf) m o LO w U i v T.O. FLOOR SLAB 0 a O O o a ° REAR ELEVATION c� z J� v Q W Y 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 V _J Pumice Stone Arctic White Q BM #1197 JH10-20 Marion Cerami W m �v Q m SHEET NUMBER r CS-503 a 0 0 Q 0 C O x i v E Y O T a v 0 0 r 3 ° a N 6 0 0 a 0 E 0 x T v Y T a c 0 0 a 0 0 c v 0 O N O .S. 3 0 a z Q J .- 1 `3 z Z O 5 Q 3 Y ° E °v ° Y 0 U O s 0 c v 0 J n 0 L E n '- c a N C N O L _ O C N c In 0 'v a 0 a I v v � 3 O D s 3 U O s C 3 N L 0 I.. YJ n � C v N O FL J ' n Y v Y U ° a N Ey v o ri T 0 p O J V N c C V y N n `m r N d o U C E 2 z Q N J 1 o Z 5 ° Q C 7 r 7r 7 c v 0 a oN O � J � N 0 � x y c 0 � y n a m �0 C N O L U n ° 5 c m 5 � 3 ru s 0 0 E m 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-3B (L=6') 446.09 4.09 STIR. 100 VDOT STD. MH-1 453.40 11.71 STIR. 101 VDOT STD. DI-3B (L=6') 457.23 7.15 STIR. 101A VDOT STD. MH-1 456.92 8.12 STIR. 101E 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 8.39 STIR. 111 VDOT STD. DI-3B (L=6') 451.05 5.32 STIR. 112 VDOT STD. DI-36 (L=6') 452.83 6.82 STIR. 120 VDOT STD. DI-3C (L=6') 455.27 3.77 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 (pQ .NNy RFC II II II III III - TP TO BE ADJUSTED TO PROPOSED GRADE AT EDGE OF SIDEWALK II M d ( II 452.95 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 STR. 99A TO STIR. 15 LF 15 IN RCP 2.01% 442.00 441.70 STIR. 100 TO STIR. 99 82 LF 15 IN RCP 1 8.16% 443.38 1 436.72 STIR. 101 TO STIR. 101A 48 LF 15 IN RCP 2.45% 450.08 448.90 STIR. 101A TO STIR. SWM2 59 LF 15 IN RCP 0.50% 448.80 448.50 STIR. 101E TO STIR. 101A 182 LF 15 IN RCP 0.61% 450.01 448.90 STIR. 102 TO STIR. 101 92 LF 15 IN RCP 0.55% 450.69 450.18 STIR. 110 TO STIR. SWM4 7 LF 15 IN RCP 0.50% 445.48 445.44 STIR. 111 TO STIR. 110 32 LF 15 IN RCP 0.50% 445.74 445.58 STIR. 112 TO STIR. 111 34 LF 15 IN RCP 0.50% 446.01 445.84 STIR. 120 TO STIR. SWM3 54 LF 15 IN RCP 6.57% 451.50 447.92 STR. 201 TO STIR. 200 32 LF 15 IN RCP 0.50% 449.25 449.09 STIR. SWMi TO STIR. 100 23 LF 15 IN RCP 0.10% 443.50 443.48 p0 CONN, a Q NO . / / .yam• p / / / / / Ny5 0 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 G LOCATION OF FO LINE FOR:;, O _ G - - No POTENTIAL CONFLICT WITH 9� Q% STORMPIPE EXTENSION`S N 5 o I £F LOCATION OF "STEEP SLOPES -MANAGED" AS _54" ±RCP / y- CONNECT TO EXISTING STRUCTURE. / / / PEPSI PLACE, LLC 1 I1111 1 Iyy�� D.B. 2359 PG. 589 (PLAT) L��1 11II11 11 PAR 2B0 ZONED: C 1 WOCOMMERCIAL PARCEL USE: CONVALESCENT HOSPITAL EX. GAS LATERAL TO REMAIN. CONTRACTOR TO CONFIRM VERTICAL LOCATION OF GAS $O� LINE AT PROPOSED STORM CROSSING NL60p �ti �Nti$(bb TI I I1 1 II II` Ina:r4 ��15"CPp�� ,�,� 20'`PPUUB`LII•CC DRAINAGE EASEMENT _ - - - 051?J000 \\IS R0,1 O GRp TC: BC: TW: BIN: TI: BI: FF: FS: P: G: RIM: ME: EX GRADING LEGEND TOP OF CURB ELEVATION BOTTOM OF CURB ELEVATION TOP OF WALL ELEVATION BOTTOM OF WALL ELEVATION TOP OF ISLAND ELEVATION BOTTOM OF ISLAND ELEVATION FINISHED FLOOR ELEVATION FINISHED SURFACE ELEVATION PAVEMENT ELEVATION GROUND ELEVATION STRUCTURE RIM ELEVATION MATCH EXISTING DRAINAGE STRUCTURE CALLOUT HENRICO COUNTY STANDARD CURB AND GUTTER 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 r7 N LZQ Z > O In o LLJz Qo U N OU m co V� n U U o z af 0Oco Z- O r W 0 7 J o_N � z Y W0 J N 3 0 0 0J N O00 0 "7 v� RYA PERKINIS LIC. No. 046565 09/la/2MI w Q 0 V) z O w D' 11 - 1 4b6.UZi 101 • \ IG • - - - �- 1�/nr - - TC ME ti 455 • 454.27 , .,-' --454.03 - - _ - - - _ \\ \ \ \ \ � m � 454.72 �' • • I TC 6 �455.67 F 453.60 453fC - _ _ �\ \ / 454.80 L _ CANOPY DRAIN A5 \ T \ \ \\\ \\ \\ U O N O U m FS ME\ FS ME i`*- INV: 451.62 456.86 TC 455.01 SV`�M4 I _ - \�\\ \ \/ O ° Lij 10" PVC ®1.00% 456.28 T FS \ \\ \ 0 O w N O N -a - ------ 456.66 \ \ O tp N \ q , TRENCH INV. 454.80 / TC TC BC 4 WO SWM 455.77 55.77 455.FS \\ \ \ \ < \ } r OQ% 0 1 4�4.21 454.36 6�p a 1 455.24 CONNECT 6" PVC TO TC 674 455.00 4 � TC TC 1� \\�\\ l \\ \\ a Q Q m m m 7 TC 456.85 \ J TC \ \` \I \ / o F / FS P _ - _ _ _ - FS P•456.32 RCP WITH RUBBER 6 TC BC / _ -456 10 455.27_ \ �\ \\ \ \\ / Q �_ \ w 454.27 0 - - ip FS \ 45 FS 456.14 L wM % - 455.45 \\ \ \ \ w z z Y BOOT CONNECTION TC l P / TC� TC \ \\ \ \'\\ \ \\ Y O ¢ v ¢ w ,���/// •- • • ' • A 455 43 456.26 456.1 CONTRACTOR F CONFIRM '.TI 455.25 •TI 455.01 TI4 / - Sa, / \ 111 \\\ \ w 454.75 BI 455.OT � BI 455.26 i 456.05 � ETC TC 455.85 TC 1 1 \( VERTICAL LOCATION OF GAS LINE II �' 201 n o o U ®.: �•� . ,. .'' '{ i \ TC AT PROPOSED STORM CROSSING ti - .. �• •� - 456.44 TC 455.84+. - / I _ s I :456.78 �. 456.27 I II1 I I 1 a0 N V OIL WATER , - ..� : 456.40 ' „�.. FS� C 456.18 N r> / SEPARATOR . ' •' F$ jf.S.- * \ Tc, C, Wawa . a5ss7 1 I I 111 11 N N I INV. IN: 450.00 /-'� �•..' . .. , I - / \ 456 n I I e - • ' 7. - • ^ i, . f r. - FS 456.59 457.00 458 I 1140 U' U' INV. OUT" 449.88 / : ' ' - 1. �rQ ... i- d II v -• " ' �� '-.' • .'-'' .� ..- .I 456.75 r.- �`4_ \TC / TC 456.30 I / 1111 1 ti O) TRENCH OUTLEToa -FS 6 PVC ®1.00% FS \ 1 O / I TI 455.77 TI 455.95 , :TI 456.15 2.26 ACRES I I I 11 1 C\j TRENCH INV:453.50 `O . : •.. '' -- • / N5 M ok 4 1 I (� BI-.455.27'-. B1.455.45 :el 455.65456.34 �.1.g3g W50-FB-VA \ 0 G 4 \ 3/ I s I PIPE INV:452.50 ■. s� . ,` Y 101A S> h 1 ° s'455.41 a-� .. ° . �� •.. FS ._ - ....: ry I v s I < = N d a TC-455.44 455.18 ' • ,:� 455.75 6.oa9 SF �� \� 457 l / N 1 I I I I IIt Q� FS P ' .•:. - .. FS P + . / G - \1 III Io. [ti F = = i� 1 TC BC . • - •: - •'� FFE: 457.05 455.52 1 c \ I 1 W �-dNN TC BC �tI I 6" PVC Q 1.00% ...-'- .... -.♦ :+-. •� 1.78g 48 WAWA SPACES��`/ \1111�1 w r 455.02 \ �i :..� .:. - . '. v. • .. 456.46 ::.: . i.:456.97 457.16 457.70 g9 1 \ ^ -I N r7 u.) FS 454.95 TI 456.27 TI 456.37. TI 456.53 FS 456.79 CLEANOUT (TYP.) ' FS TC TC 4 111\1 hII I I / ti , m • �+ 454.89 a yyy TC ' BI_455.77'' BI 455.87 �.'' BI 456.03 :FS - 456.85 457.64 458.14 \ I �37 111 IM I I I C (•/ FS nII // ■ a r' ". 456.83 ; ' s FS -r ❑s0 FS TC 458 1 a Q Cj Cj , 455.17 6 - - FS N V: 454.05 (TYP.) � ao O 1111 111 W F z fsj v 0 0 1C / 456.03 7 ' - ... . «N5 , .. . ( _ 458.78 n - I� n I �II / FS P CANOPY DRAIN CANOPY DRAIN F$6.62 ' 101 Nh� 45%TC y. TC� 459.061 II I11a1111 11111 I 00 - .INV: 454.35 _ _ NV: 454.64 456.88' TO / ¢ I I I11 f r0 r0 _ I 15' LUNyOSETWO TRENCH INV. 455.78 456.25 P56.56^ 456.95 p (�58 / 458.38 C /J J [ I1 ill 111 111\ 1( i3dq�pp� 456.41 k1iEAS MMENT FS P 456.64• 456.83 _ "O��pr _ -r'.r1,456.97 \\ /1. 1 NycP9 JJC 1--3 P-� SS SS -:� SS SS / p �� FS 102 FS 457.54 457.86W/ W W FS - 459.13 39.TC \ 1 �<II\\\\\\\I11I11111 Q N TC TC 459.30 TC 456.01 M M M 457.04 , 457.13 Nh� 458.67 TC / \\\\�1111II111 456.53 TC i TC- M M 457.13 \ TC 458.00 TC \ I \� \ \ \1I I1 I1I lI 11 r n -,�456.64/ .�;.. TC.. M TC d?\\\\111�1�1 Illl,il V r-FIG .�. `; ,.. / .. vn� •�=�_� �� 4oa.TC= _iC I111 11111111 11 VUH �-� - \ �1�1111V1111111111111 TA456.77 p of W W_ -CLEANOUT (TYP.) FENCE MEANDERS 'N N j 6" PVC ®1.00% ALONG P/L - 456.92 0P LIONS TC ME 40' GAS LINE EASEMENT JA-ZA D.B. 290 PG. 434 i D IM1113D4 PG. PARTNERSHIP SHIP 536 II D.B. 421 PG. 500 D.B. 779-�G. 401 (PLAT) D.B. 1683 PG. 337 PARCEL ID: 061`WO-02-00-00200 II ZONED: C-1 011MMERCIAL PARCEL USE: VACANT C ERCIAL LAI RMD PROPERTIES, LLC �9 p D.B. 2217 PG. 191 N5� j5 D.B. 407 PG. 55 (PLAT) pQ N5�' PARCEL ID: 061 WO-02-OA-00200 ZONED: C-1 COMMERCIAL PARCEL USE: MARKET GRAPHIC SCALE IN FEET 0 15 30 60 ill =30' 0 N Z Q 'Lu 1..� N m W Z w W O u U r� V W J Q W m J Q SHEET NUMBER CG-101 u C N W O O C O E 0 T v Y 0 y .0 ° 0 0 3 L N y 0 a 0 ° _ T E Y c 0 0 3 ° ° r 0 - -o - c z ° < C o 3 0 N Y 1J O 3 ° Y � n 3 0 V O I y J' 3 J c E s= o C � 0 5 ) c < 0 J N u Nc ° L n L c `w 0 0 a E c - o -° T o V 0 O 0 N o o: -6 N 5 L° 0 n 0 a o N c ° � 3 L y I L b u n 3 h �0 v �I Y o Y N 0 a E n w V U N i6 0 y 0 V N o � v C L y � C n °. v N U n m > 0 z < N 7 E Y � c Q C 3 0 Y ° 7 E N L I c :7 :J y 0 a o O � J � N N 0� y c 0 0 n a m �u C N O L U n � 5 c � 5 z 3 L 0 0 J 0 i E m � 0 p o or DRAINAGE AREA MAP LEGEND IMPERVIOUS AREA DRAINAGE AREA BOUNDARY PERVIOUS AREA 100000010 GRAPHIC SCALE IN FEET 0 20 40 80 1"=40' MANOR LOAM 50D (HYDROLOGIC GROUP B) URBAN LAND 91 (HYDROLOGIC GROUP D) STORM STRUCTURE LABEL 101 DRAINAGE AREA LABEL DA-EX101 ENERGY BALANCE SUMMARY Pre -Development Runoff Curve Number (CN) 85 DrainageArea 2.64 acres Runoff Peak Flow Storm Event ImperviousArea 1.44 acres Volume V q Ids) Managed Turf 0.86 acres 1 -year 15,046 7.44 Forest/OpenSpace 0.34 acres 10 -year 17.26 Time of Concentration Tc) F--5.01 min Post -Development Prior to Routing) Runoff Curve Number (CN) 91 Runoff Peak Flow q Storm Event VolumeV (cfs) DrainageArea 2.64 acres 1 -year 20,211 9.46 Impervious Area 1.92 acres 10 -year 19.22 Managed Turf 0.72 acres Forest/Open Space 0.00 acres Time of Concentration (Tc) 5.0 mi n Channel Protection Compliance Energy Balance Equation, 1-year Storm Improvement Factor 0.8 0-post < I.F. x Q_pre x RV_pre/RV_1ost < 0.8 x 7.44 x 15046 / 20211 9.46 < 4.43 DETENTION REQUIRED Flood Protection Compliance 10-year storm ost < re 19.22 < 17.26 DETENTION REQUIRED Post -Development Summary Routed flows Peak Flow Storm Event (cfs) 4.41 (< Required 4.43 cfs) 1 -year 10 -year 16.97 (< Required 17.26 cfs) ULTIMATE OUTFALL SUMMARY DRAINAGE AREA LABEL TOTAL AREA (AC.) IMPERVIOUS AREA (AC.) MANAGED TURF AREA (AC.) FOREST/ OPEN SPACE AREA (AC.) C CN TIME OF CONC. Tc (min) PRE B SOILS 0.60 0.07 0.33 0.20 0.31 63 5.0 PRE D SO LS 2.04 1.37 0.53 0.14 0.70 92 5.0 PRETOTAL 2.64 1.44 0.86 0.34 0.61 85 5.0 BYPASS B SO LS 0.44 0.19 0.25#0.000.75 77 5.0 BYPASS D SO LS 0.75 0.54 0.21 93 5.0 DETENTIONBSOILS 0.16 0.16 0.00 98 5.0 BYPASS TOTAL 1.19 0.73 0.46 87 5.0 DETENTIONTOTAL 1.45 1.19 0.2695 5.0 COMBINED TOTAL 2.64 1.92 0.72 91 5.0 STORMWATER MANAGEMENT NARRATIVE STORMWATER QUANTITY: TO ADDRESS STORMWATER QUANTITY REQUIREMENTS FOR THE PROPOSED SITE, THE ENERGY BALANCE METHOD WAS CHOSEN. THE LIMITS OF ANALYSIS USED FOR THE ENERGY BALANCE CALCULATIONS (2.64 AC.) IS SLIGHTLY DIFFERENT THAN THE LIMITS OF DISTURBANCE (2.62 ACRES) DUE TO MINIMAL OFFSITE DRAINAGE AREAS REACHING THE SITE. THIS SITE IS ANALYZED USING TYPE B AND D SOILS PER THE VIRGINIA STORMWATER MANAGEMENT HANDBOOK. THERE IS A 20% IMPROVEMENT FACTOR DUE TO THE LIMITS OF ANALYSIS BEING MORE THAN 1.0 ACRES. OUTFALL: • STRUCTURE 98 NEAR GREENBRIER DRIVE. CHANNEL PROTECTION COMPLIANCE: CHANNEL PROTECTION COMPLIANCE IS MET THROUGH 9VAC25-870-66.B.3.A. THE ENERGY BALANCE EQUATION WAS USED TO ANALYZE THE OUTFALL WITHIN THE LIMITS OF ANALYSIS FOR THE 1-YEAR STORM. THE ENERGY BALANCE WAS SATISFIED BY PROVIDING UNDERGROUND DETENTION. CONTROL STRUCTURE SWM1 REDUCES THE POST -DEVELOPMENT FLOW TO MEET ENERGY BALANCE. FLOOD PROTECTION COMPLIANCE: FLOOD PROTECTION COMPLIANCE IS MET THROUGH 9VAC25-870-66.C.2.B, BY DISCHARGING THE POST -DEVELOPMENT PEAK FLOW RATE DOWNSTREAM OF STRUCTURE SWM1 AT A RATE LESS THAN THE PREDEVELOPMENT PEAK FLOW RATE. PRE DEVELOPMENT 3 92 G F 00 N N N a as ti 0) lz� c\23 a �rnoiai 3 Cti 44 N o: a Ctio�xx fzl o u v 31:rnI () W N I �JM a] n M n ti <m a 3 a a > a. o- M I M ai ai dci 3 .N� I POST DEVELOPMENT rrA / I / EEN E ooR * SIT NT • $1215 STORY BRICK/METAL F.F.=458.3 7 Lpio OXIMATE LOCAIIQN VEPCO EASEMENT\ D.B. 429 PG. 350 \ \ \ , \ 50D RMD PROPERTIES, LLC D.B. 2217 PG. 191 D.B. 407 PG. 55 (PLAT) RCEL ID: 061WO-0 -OA- 7nNrn. r'-1 Cr1AAAAGRCI, / / / / / SET (VA) CHARLOTTESVILLE-1165 PEPSI PLACE, LLC D.B. 4722 PG. 213 D.B. 2359 PG. 589 (PLAT) ..� Pp Ng0 y PARCEL ID: 061WO-02-00- 02BO P�Q'10 S�OC;1' S0 ONEC-1 PARCE? USED CONVALEESCENTI HOSPITAL ------- FENCE MEANDERS ALONG P/L JA-ZAN LIMITED D.B. 113, D.B. 779 P PARCEL ID: Of ZONED: C PARCEL USE: VA( / 00 R 86 *41 N$r�R>iJ*) 1 ��% 97/ Gg'Tp,TElOaI N/441`/ sfi / $ i � III ,;� l � N 0 / ! � ✓ � �444 R 99 / tl 11 MIS a'' alNa 1 8 Np"") • v / a 1. \u 4q5 1 la;tn l,, • a� \ 99A 446 '44��-_-- / t 452 v i 201 •. � �-. .. r. Ng9 1 DETENTION ` BYPASS 00 .9: C BYPASS J Wawa 2.26 ACRES ,WSO-FB-VA gSeEw45SF 705 48 WAWASPAC�ES 91 102 453 455 \456- _ • • • JI 112 DETENTION IT WM\\V ' 120 J w Ar dtd'iI `n\l '-456_ t'llll 1 l / 111111I1 I 1 IIII 1 I �457- IIII I I III \ \\IIII\ 1`1\1\11 BYPASS 11111 II 458 Illllllllll 111 IIII IIII v"'� �� II111111I1111 111 IIII "4 \II M m Li < 0 O M N r7 N LZQ z> O LLJ Vo Z Qo O N OU CC0 V) r 00 U o r-1 z of 0 0 O co < I z-ow D' 7 J O_N � wLLJ 0 z 03 Y x J N 3 0 0 NUJ O O O r i RYA PERKINS LID. No. 046565 09/la/2MI z m C a_ ~ (N O U V) of O LLIO ON Ln O 00 Of LC) H '-, O > 0 } « a m m a W W W z z y 1 O < 0n < w V O O U Z I11 T L.L C N w z Uj W O O r� U W V J Q W m J Q SHEET NUMBER CG-201 u C N W O 0 Q C O E 0 T v Y 0 y a 0 0 0 3 L N 0 0 m DRAINAGE AREA MAP LEGEND IMPERVIOUS AREA DRAINAGE AREA BOUNDARY PERVIOUS AREA MANOR LOAM 50D (HYDROLOGIC GROUP B) FORESTED AREA URBAN LAND 91 (HYDROLOGIC GROUP D) < > GRAPHIC SCALE IN FEET STORM STRUCTURE LABEL 101 0 20 40 80 NORTF{ DRAINAGE AREA LABEL DA-EX101 1"=40' Post -Development Project (Treatment Volume and Loads) v V Enter Total Disturbed Area (acres) � 2.62 5 I 3 J � N E N � O y � C !� O y c � o Q v J u c 0 n c `m N a m o E D '- c o c v a 0 V o v c m o � I o � n v a p o � 3 N L - I � YJ s n 3 �o > I � J C Y m Maximum reduction required: The site's net increase iI / / I Post -Development TP Load Reduction for Site (lblyr): Pre-ReDevelopment Land Cover (acres) A Soils B Soils C Soils D Soils Totals Forest/Open Space (acres) -- undisturbed forest/open sace 0.20 0.14 0.34 Managed Turf (acres) -- disturbed, graded 0.84 for ardsorotherturftobe 0.33 0.51 Impervious Cover (acres) 0.07 1.37 1.44 2.62 Post -Development Land Cover (acres) A Soils B Soils C Soils D Soils Totals Forest/open Space (acres) -- undisturbed, 0.00 protected forest/open sace or reforested Managed Turf (acres) -- disturbed, graded foryards orother turf tobe 0.25 OAS 0.70 Impervious Cover (acres) 0.35 1.57 1.92 Area Check OK. OK. OK. OK. 2.62 Y n E w Site Results (Water Quality Compliance) p 'o n n r Area Checks p FOREST/OPEN SPACE (ac) o y IMPERVIOUS COVER (ac) N ° IMPERVIOUS COVER TREATED (ac) MANAGED TURF AREA (ac) MANAGED TURF AREA TREATED (ac) E AREA CHECK D.A. A D.A. B D.A. C D.A. D D.A. E AREA CHECK 0.00 0.00 0.00 0.00 0.00 OK. 0.00 0.00 0.00 0.00 0.00 OK. 0.00 0.00 0.00 0.00 0.00 OK. 0.00 0.00 0.00 0.00 0.00 OK. 0.00 0.00 0.00 0.00 0.00 OK. OK. OK. OK. lO K. OK. a > N Site Treatment Volume (ft3) 7,211 0 3 Runoff Reduction Volume and TP By Drainage Area Y w 11 c 7 o RUNOFF REDUCTION VOLUME ACHIEVED (ft3) TO LOAD AVAILABLE FOR REMOVAL (lb/yr) y r TO LOAD REDUCTION ACHIEVED (lb/yr) v TO LOAD REMAINING (lb/yr) I D.A. 0 0 0 0 0 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 o a NITROGEN LOAD REDUCTION ACHIEVED (lb/yr)ll 0.00 11 0.00 0.00 0.00 0.00 0.00 0 0, J .N o Total Phosphorus Y cv FINAL POST -DEVELOPMENT TO LOAD (lb/yr) 4.53 n TP LOAD REDUCTION REQUIRED (Ib/yr) 1.54 o TO LOAD REDUCTION ACHIEVED (lb/yr) 0.00 n TP LOAD REMAINING (Ib/yr): 4.53 s REMAINING TP LOAD REDUCTION REQUIRED (lb/yr): 1.54 L 3 O L Total Nitrogen (For Information Purposes) 00 Y POST -DEVELOPMENT LOAD (lb/yr) 32.41 E NITROGEN LOAD REDUCTION ACHIEVED (lb/yr) 0.00 0 REMAINING POST -DEVELOPMENT NITROGEN LOAD (lb/yr) 32.41 O o O L 1 ~ PRE DEVELOPMENT 3 G' G F CO N N N raas Cq 3 a K01 ai ci 3 h W N a a: Ctio�xx fzl ,'� a ai vi �1 C) 'S MI I Q W �JNMN m M n a �<��� CQ M Inn ai ai O D I POST DEVELOPMENT CO N N N ti �^ aa\ � C\2 3 E, a K0 \ ti rsj N amm E, 2= fq av v o//yyW� ~ M ¢ m a a..o � � v o_ M Inn ai m 6�\\ N � M61 LWE �J $1215 STORY BRICK/METAL F.F.=458.3 7 Lipo OXIMATE L0CA11Q NN VEPCO EASE D.B. 429 PG. 350 \ \ 50D RMD PROPERTIES, LLC D.B. 2217 PG. 191 D.B. 407 PG. 55 (PLAT) RCEL ID: 061WO-0 -OA- 7nNrn. r'-1 rOkAAAGRCI, / / / / / SET (VA) CHARLOTTESVILLE-1165 PEPSI PLACE, LLC D.B. 4722 PG. 213 D.B. 2359 PG. 589 (PLAT) PARCEL ID: 061WO-02-00- 02BO ONEC-1 PARCE? USED CONVALEESCENTI HOSPITAL V", FENCE MEANDERS ALONG P/L � JA-ZAN LIMITED D.B. 113, D.B. 779 P PARCEL ID: Of ZONED: C PARCEL USE: VA( I / CO / RIERTE 86 'V 4 97' G5T ATElp al C4, �441"= / 98 i r / � 443 %� I -t < C4 9 �y ' 11) N o 7 / ✓ / 4R a d I, �N� tc k 4 99 I \ �\N`9 ' • 99A f 446 I IIII ` 1 • ^/ -447 1 452 4 449 -450 11` ` _-- _-_ =-z- 11 \\\\l 453 453 1016 454 N4y5NaI4 / TI4145 5i1 i ' ••• \ 453 400 wM 4 •- - - _=_�_-\��\�y\�am"\\.\`� IT N • • -.54 WAN • \�\\\ J 120 VV 201 .A A58 �� 459 / \ \ : • • • • • 455 \\\ \\ \ \ m / i,.4. \ 456 �`nr1d..,n1�1 / ') -• �' �.'.,' ��1•. .•4... I /��� OA \ Wawa ,// -_456 1)1111 1 I �,, < . , i' ' .• 0 _ 2.26 ACRESSF 45> / / III 1I III A. r ::: :,, , �;n •. a� \w50-FB-VA / 1 1111 I I gS'7&457 os / / �457- ( IIIIIII \ .• )T ..: ? r : ' •' / 48 WAWASP..QES \ 111 I I I 1 a"� �g,� 111III1111I111 \\\ 1111 11\11\\ Q NgO� 102 I dGfl \\\\\\IIIIIII (IIII V) z O_ W 01 O N aM M N L, ZQ U 0 V�o LLI,7 a� UN �C:)GOE DO 0(-) 0 U ¢ 0 z 0 DO O � ¢ 0 Z- O Y W Of7 J W 0 Y W Y J N 3 O � N O0 O O 7 "J� i RYA PERKINS LID. No. 046565 09/la/2MI ~ N O U V1 G' LLI O O Ln 000��Cn �� > m } a� a DO a � O DO y W Z Z 1 O a n ¢ w (U/l O O U 0 N LAIC Z Q C)) N m < ` w z w W O 0 r�r� U LLI V J Q LL1 m J Q SHEET NUMBER CG-202 u 0 a v 0 E a Y 0 T a 0 0 s 3 0 6 0 0 a v 0 `o a 3 Y D n � �J J C 0 � o Y a 1 0 Y O Q � o C Y o N `o .L. r) o I � :J m rn 3 at .. N 0 L O m 5 � 3 O C w Q E J o 0 m m n` r ro roo e, u � o o w T ` V `v a W o o E I c 0 o D m 0 c m -o m I ° n p � n n h � o 3 =� u I J 3 Y 0 Y � G C C N O V N O N � O a p n V 0 V U V y 7 L o n T c 0 Y� rom n C y n J ' Q N iI W � u L � m m n J o Y E 1 Y m y) C Q C o N 73 `7 C � L I � 7 v 0 n o m O � J � N w O � L U Y � 0 �y n a on U C so O � u n L m 5 � 3 N �+ W �L 0 0 U C E on o G or I Ir) l R Tn 1 n l A 10+00 11+00 12+00 103 TO SWM3 460 0 460 N N In GO H v o EXISTING GRADE a s N�Z yaZ > 456 PROPOSED GRADE 456 452 452 54 LF OF 15" RCP 448 ® 6.57% 448 STORMWATER DETENTION 444 444 �^ N r In U� ,n 10+00 10+75 EZ886 Ppwma-Trench IDPE 6 Drain System 4 GRATE TYPE: HEEL PROOF LONGITUDINAL DUCTILE 1 IRON MEETING ADA Closed End Cap REQUIREMENTS to PDE) (En End Outlet (2" 3 ,4",6" NH) Gmt Locktlown Hard are Fr I so- i. Bomm outlet I: ���. 3", 4". 6" N19 Ok 460 do co 460 -t It �LO LO F µ M Z Z En� do gD a In Z Dc _ 456 N Lo 456 Ni> R z Co ,ry / v oI� �?GO 452 7 452 \ /\'- EXISTINC -PROPOSED GRADE RADE 448 448 STORMWATER DETENTION 34 LF OF 15" RCP ® 0.50% w 444 `U) 444 W [V 7 LF OF 15" RCP ® 0.50% PIPE 100 TO 99 15" RCP 32 LF OF CROSSING 15" RCP ® 0.50% 4-41 441 rM 00 M N to 1n 10+00 11+00 Z886 ApplicaBons Highways Industrial Parks Driveways Chemical Plants Kitchens Food Processing Pools Shopping Malls Parking Lots Industrial Plants Gas Stations Pharmaceuticals Arports Amusement Parks Airplane Hangars Installation Specification j• 6-114" • 12" 'I MPD'S k ttliBiT. PVMT Slab Thickness Approx. well 4 Throal Overall Width 1 Tench Shalow IIee1 Deeploewl Max. Flow Rah, (less brat) all Incnes mm Intlws mm GPM L S CFS Ws k0 86m 350 N 4.10 104 93 6 0207 14 6.2 am 4.10 104 4.70 119 122 8 0.272 15 68 8603 470 119 530 135 152 10 0339 16 74 osm 530 135 5,30 135 - - - 17 7.7 all 530 135 5.90 150 183 12 0,408 18 83 866E 590 150 650 165 214 14 0.477 20 89 am 650 165 7.10 180 245 16 0.546 21 95 6666R 710 180 7.10 180 - - - 22 100 8607 7.10 180 7,70 196 276 17 0.615 23 10.6 all 770 1W 8.30 211 Me 19 0.686 25 11.2 Features and Benefits " 80" Modular Channel Sections with 20" Grates .75% Built -In Slope - Handles greater flows, uniform slope. " Radiused Bottom - Better pow rate, less solids build-up. Smooth High Density Polyethylene Structural Composite hdarkhr- O% water absarphon. rJ " Durable and Lightweight- Strong corrosion -resistant material. " Wra Long Runs - Sidewall extensions allow prosloperuns longer than 120 feet. " Variety of Gratings " Grate Options -Available in H-20, FAA ADA. See pages 22-2S. GRATE TYPE: HEEL PROOF LONGITUDINAL DUCTILE IRON MEETING ADA REQUIREMENTS (GHPDE) 8609 8610 130 211 8.90 226 339 21 0.755 26 118 124 Engineering specification Channels shall be 80" long, 6" wide, and have a 4" wide throat. Modular channel sections shall be made 890 226 9.50 241 371 23 0.827 27 8611 950 241 10.10 257 KC 26 0.898 29 130 of High Density polyethylene(HDPE), have interlocking ends, and ladiused bottom. Channel shall be provided ether flat (neutral) or with a 8612 1010 257 1070 272 435 28 offi) $0 136 .75% bulk -in slope. Channels shall be available with inverts ranging from 3.5" to 12.50". Channels shall have clips molded into the sides trial 10.70 272 10,70 272 30 136 of the channel to accommodate vertical rebar for positioning and anchoring purposes. Choice of elms A, 8 C D E and F grates shall be 8613 1070 272 11.30 287 467 30 1.Ul 31 142 available with H-20 and/or FM load ratings and/or ADA compliance with mechanical lockdown devices. End caps and catch basins shall 8614 11 M 287 11.90 302 NIS 32 1.11D 33 148 be available to complement the channels and grates. End outlets, bottom outlets, and ads outlets shall be available In 2", 3", 4", and 6" Bn5 11 M 302 12,50 318 00 34 1.181 34 154 diameters. Trench drain shall be Flo-Thm model Z886. Z886 System Profile 120'(39.62 m) 3.5.5"(g+ 8'9 mm) 1. 8601 8602 8603 8603N 1 W04 86M 8606 WON 8607 8fi09 8609 I 8610 8611 8612 8612N 8613 8614 8615 1 12.5" (317.5 mm) i 102 TO SWM2 aD 00 O rb 7 N1 0 In O 460 00 04 Co't a or 460 0 a EXISTISIG GRADE z 0 a z p o r >> ZZ a- O ..�> > pv N RO C-3 -�_ � � z NFrZ 456 456 PROPOSED GRADE EX. 8 A LINE 2 CRO SING (SEE SHEET CU 501) X. 8" GAS I E 1 CROSSI G I SEE SHEET 452 452 rn Go 92 LF OF 15" RCP ® 0.55% C41 5" 48 LF O OD S9 2 4 59 LF OF 15" RCP ® 0.507 448 448 STORMWATER DETENTION 444 444 OD 0) OD 00 t It 1* q* 10+00 - Ri er MATERIALS'" O 4�- 24" 11 +00 12+00 12+25 concrete ripe uivision STC 450i Precast Concrete Stormceptor (450 U.S. Gallon Capacity) Cover and Grate Grade Adjusters To Suit Finished Grade _ 8" 4"0 PVC Pipe Min.15" High W14" Cap 9. 1711 7 1y6 J- J- 12"0lnlet 4"0Outlet Down Pipe Riser Pipe (Removable) 48"0 Varies To Match Grade Stormceptor® - Insert Outlet 8" 0 n 4 Q c 4 e Section Thru Chamber 18" Min. *el 5" I * If Required See Note 2 4" 0 Oil Port 4"0 Outlet r Riser Pipe gL Insert Tee Here (Tee Opening to Face Side Well) 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 Port. 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. Rinker 027 201 TO 200 460 460 U1 N Oi O O N 7 0 GO �o �z o�Z N EXISTING o> 456 _ GRADE N K K 456 PROPOS D \ \ GRADE \ 452 452 448 448 32 LF OF 15" RCP 0 0.50% 446 446 N In 10+00 10+50 99A TO EX. PIPE 452 452 0 0 O 0 o 448 a �� 448 rn EXISTING GRADE Y PROPOSED GRADE 4441 1 444 CONTRACTOR TO REMOVE EXISTING STRUCTURE AND EXTEN SED TRUCTURE 9 A. 15 LF OF 440 15" RCP ® 2.01% 440 0) O SWM 1 TO 98 10+00 10+50 460 460 Do 00 o� Lo o � Z 0 Go 00 •• >> _ 456 _ - �� 456 \\� EXISTING GRADE 452 \ PROPOSED GRADE N 452 1 00c6 \ �Z \ 448 Mal > 448 STORMWATER PIF1E 112 111 15" RCP DETENTION CRASING GO 444 444 \ i \ \ 23 LF OF-1S+ 9 \\ 15" RCP ® 0.10% R2(T 440 A ® °' , N M.N 440 '6 o a N" \ M 0 azo' \x >> Q �ZZ 436 N z If)CIOR 436 \ �Nto� CA azzo >> > \ 432 p s� \ 432 00 Oy o \ \ \ 428 1428 'S. S ® O %O $ 424 EXISTING ±54" RCP 424 420 420 416 416 4151 415 D Go N 00) f GO r� M O to 10+00 11 +00 12+00 12+25 O M N r7 N L�> z, O o Ld Z O a U N 0(-)DO0 GO 00 C-) a O z O ZN � I Z- 'O }W o 7 J oN 0 W Y w003 Y J N 3 0 O 0 O O 7 "v�I RYA PERKINIS LIC. No. 046565 09/la/2MI ~ N z O m U :E V) a_ IY LLJ O O O 00 LC)I-- Q Ln O > DC } DO aw W Z Z y 1 O ¢ V Ul N w O a Y O w S U J W Q 0 W ` 0.r' 'W� I I O J LL (1/ /�\) -- / 0 0 0� Z ilk N W W z W O O ram^ rJ W V J Y Q w m J Q SHEET NUMBER CG-501 6 } m N N O_ W N N Q Q O C O C O T N E Y O T V) d O Z Q O t w 3 O N C N 0 o O m Z v 0 M T N w U E L z> Y T O (n O LLJ,7 O O Q U= N OU m O o V) 00 U 3 o a _ z 0 0 of o O0 O W N ZN co 0 A _ J ° � Q I I 0 C } O O Zof — O� W - 7 J O N n Of O ^ W Y H }p ZO Ld D Y J FO 3 N 3 co O o NO 0 5 ■ 00 3 0 U O E + J N ° N O L U C U0 V RYA PERKINS y o IC. No. 046565 0 c IpNAL � N O m Z m � a o U N O U V) of O w O Ln O00 �\ > } Of � n m m o n Q O a a o Q o m O Q w o = O� 3 0 3 Y O ¢ n aNO w C V w D S I � s of 3 N M 0 > U � I � U C 0 N N 0 y a nCO w N N n N D N y OJ O 0 T � W o `o Q N � m r7 � � C V J N V) N N N O J Q C H N W C1 ` Q C � o V QO '^r' N L I I I N r Uj O N i Q�� U v M N l04 W 0 d O N O C J � N N Z O L U I Y° 1 1 1 W y ~ LU z N a N ° Z C ) O 0 O O � N U C m 5 W � 3 J O � N Q S ^ � G 0 O Ld O m C Q N m SHEET NUMBER O O r G-502 a ~ • _ 1 1 I� - i r— ril'ri - r 1, 11 II I 1 • 1 • ENVIRONMENTAL IINI�Iurlilli� WIMh PTT$TTTsv 11#Mi�I riN 1►#Ii1#M is �a'a�: IIN41' N4111 ^ttNlls \lr;ata�jTjTaTi*: Ir11111##1i1•#NIIIN IfTTf•Ti: rrNtr Iir1#i H1i11' aalaaaa+ #NI11111N#Irriilli ■ ■ +IrTTT!►� rji�#i �i Ntl�y�r�rrifll ��Taaai�� :,� f . ,1�11"�"11\1\\\ i 1N11#1#11111#1 ��� �� i±RTTT�TTTT Irirr'i'iTtiN'rf#rill •aaaraa±. i#1i##r11r1111rii11M ,wTtrTTis; `i111t'1' iitl#i.Ct#ii1 �aaaaaa� N#N###N #1►###tt/i •+rTT'TTf. YIl#t1N�N �t�11ii' .aaa�aaaP r■rrra,�rrrrrrrrrrrrr� •► .1 flfflf!! !!f!f!!!!M! r► �1 11►1t1 iiarl trrlr PTT*�Tn\ 1N11#iii1111►#i111N �aa�,aaa� #INt/' Nt/#i.O�#i#1: .,PyTaTa��laTaTy. il�thrl� �Ij�111t"1111;11/"1411".111"��1\I\I\ I ��Ii�% I \\"1"1"1"1'1,"1/jf PIPj11,1„I i fi \�``"\"dil"i �i�,ff�lll''i�i'iti, fey"SIP,,l\\/llf" 91 it 1 \\ ,1,If P.11 Ihlllfll"11\�\\�\IIII SI 1 1 1 / 1• \ \ �,,�11"f"I11f1;11",1,1"fll\I\I\Iy ICI \ , 11111,1,11 ..�✓,., 11.\� \,fIII111;141hi11 .,,I,�! h4�,g,1 �r1r#/�1 t� /�IN� .. .asaTT6TTi, a�aaar. r1111i�111i11►r1ipit r�TT�TTtt� �rrrrirrrrrfrrNlrSam Iriaa'a�al Iii#t� #iti#1 "t1#1#� ifTTTTTT.\ IN.1111#111#Y11#iili# ir�a�a=i 'i�1�Ir4 11�1��) l��i 'rlf TTTif. i11Nr' NL/1i t!#11#; ��Iliia�,i IIIIall11111##i'r11#t •f'TlrTif„ i.�iia_�i•,II �Ilitilt',fl"\�,\\;`I\:h","1✓11 ;'. I 11 If.\, \ 1 . . 111"4'1"I;fi,\\;`'„ v`"vV"fl,".Ij"ff�f"Ff�""11v IIII IPI14 \ \� I1/11.111111 1"1"11/"I\1\\\\I,11'Ifl"111111 IIII ���� 1"1"flllf IQ`\\`1f\Ihih ,1f111 f1/11.IIII\\IIII II. r;�•",;�1;"Ifflf�ll"ICE"1"ifQi� �i . / ,. !! f!R!! !!!!►!f!!N! •r •1 Ii�1#r't' {{��1 411Fti1111+' PT�Ti�TTt/I 11NI11il�1##►N#IIi# iaa�'aa:i��tly •Ii#tt gtlN ^{tr1#1 ,*yT�TaI�TyTaTie� �i1##i�#11#W►#1#i11# 1#NR� NtIr1'tNN1a PrfaTT�TTi; uaa:►' �rilltrlNfiNr''Nllt eTTT�Tii� �rrirrrrrrrrr �rrrar 14-M!"NIN 11","Ifl".Ifl"\�I\\,�\If�"Ilj P��III I I, r I �f �y � Ii��rid'? \I:IrI I rI�11r-.. �``�� I�"• Iq#1� iit/1i��t#♦Nf INIrt1i1N11N11NIt . ..1 - •, rN��� 11 i1i#rt' Nt11i ti#1#1 � 1 1#1111111i11pNIIp# JINt1:1ir1r1.F1#Iii, • 11'. • • riSrlrrr•�rlr�lrrtrir�S.a • • , • 1 • • • ENVIRONMENTAL 0 O Q C O 0 I v E y O T 0 0 L 3 a 0 L N 0 a 0 E 0 T v y T c 0 0 a 0 0 c 0 C O O N O .L. 0 3 c 0 Z '3 Q J i 0 0 r 5 J 3 c N E 0 I vo y m co L U c v o . v Q a �E L n -v c c � v t o a m c o v o' V m Yv n 0 d 0 0 I v v 3 J � L � s 0 ; 0 c o I c lJ � n � � C h o N > O J a I n Y U Y a E y � o � T co lJ � C y Vc 6 U E o 0 c n E Z Q C J � i o Y N _ o J - C L J C J N v 0 a o O � J � o ° y c 0 � y n a m �0 C N O L U n � 5 c m 5 Z 3 L 0 0 J y E n � 0 p o or 00 N N N 0-IL m0i Cti fsj2Naa E" W-avivi Q) Owrn I I � coN M I am�� o' >�aa v O O M M 0] 0j � p 1-5/8" RPZ BACKFLOW PREVENTER WITH UNIONS FOR WINTER REMOVAL 1-5/8" IRRIGATION METER 1-1" CORP. STOPI--\,., 45 LF OF 6" DI WATERLINE TAPPING SLEEVE CONNECTION 1-6"X4" TEE 1-4" GATE VALVE 1-4" THREADED PLUG 1-2" DOMESTIC SERVICE TAP I 200 II II II II II II / / // N•y5'10 / / / � / / G G / ss G // 11 97 / O / � R / CONTRACTOR TO VERIFY VERTICAL 98 LOCATION OF FO LINE FOR POTENTIAL / G / A� // -�:, CONFLICT WITH STORMPIPE EXTENSION / SET (VA) CHARLOTTESVILLE-1165 PEPSI PLACE, LLC APPROX. LOCATION OF EX. ASCA SANITARY / /i / /� D.B. 4722 PG. 213 // �i i D.B. 2359 PG. 589 (PLAT) EXISTING B" COATED SEWER LINE G / F� Q STEEL NATURAL GAS MAIN / 0 PARCEL ID: 061 WO-02-00- 02B0 - �� /r�5 / /\Q.�P �\0 ZONED: C-1 COMMERCIAL G 5_lc)�_ h0 PARCEL USE: CONVALESCENT HOSPITAL - a9 �5 EX. GAS LATERAL TO REMAIN. CONTRACTOR G - - N �\,F. OEi� / / / 99 h TO CONFIRM VERTICAL LOCATION OF GAS LINE AT PROPOSED STORM CROSSING ,\OQ ADJUST RIM OF EX. SANITARY SEWER MANHOLE - .n / rEX. 8" GAS LINE 2 TO PROPOSED GRADE O i i � � 1 I I Moll I Ill I I I I I I I I I I I I . T. LL I11R1 � . I11 LF OF 1" TYPE 'KCOPPER ,. .' .: ,.. '. I •-•w DOMESTIC WATER LINE .w7 V ' v PROPOSED 20' UTILITY EASEMENT �_ �..� , :.:� •..'. •. 7� -., 1-1.5" DOMESTIC WATER METER (PROVIDE 5' SEPARATION FROM HYDRANT) r « F 1 i 6" PVC 0 6.84% St :.. I I 1-FIRE HYDRANT ASSEMBLY',*.1; a s. , .' •� 1-6" GATE VALVE -101 LF OF 109 ELF OF I15' LUMOS ETWORK 16" PVC 01.04%� EASiMENT 6 PVC ®1.04% _lL SS D.B. 48Z1SPG. 2 SS " SS SS SS SS M M M M M M / CO-6 - CO-5 h1 I I RIM: 455.68 RIM: 456.25 -INV: 450.86 6" PVC INV: 451.91 6" PVC , OM -ot I fl W--- -W-- EX. MH 475 LF OF 2" TYPE 'K' RIM: 455.71 COPPER DOMESTIC WATERLINE 0<y p J�0 INV IN: 450.77 6" PVC ADJUST RIM OF EX. SANITARY SEWER CO � ° � MANHOLE TO PROPOSED GRADE. kY CONNECT LATERAL TO EXISTING APPROXIMATE LOCATION II MANHOLE USING BRANCH TIE-IN OF EX. 10" DI WATERLINE. II (SEE SHEET CU-501) CONTRACTOR TO VERIFY LOCATION PRIOR TO 3 CONNECTION EX. 8" GAS LINE 1 J \ (SEE SHEET CU-501) 100 PRESSURE 1 STATION TO REMAINS / APPROXIMATE LOCATION OF _ DOMESTIC B PREVENTER WITHIN BUILDING \ Wawa. 2.26 ACRES W50-FB-VA6,049, I FFE: 457.05 48 WAWA SPACES CO 3 (BLDG) RIM: 457.05 Ji INV OUT: 453.55 6" PVC CO 1 (BLDG) RIM: 457 05 INV OUT 45355 6" PVC CO-4 ( �A;ICLEANOUT)Y 456.89 INV IN: 453.6" PVC INV IN: 453.05 6" PVC INV OUT: 453.05 6" PVC 10 LF OF 6" PVC 0 1.04% INV OUT: 453.15 6" PVC G G \ 20 PUBLIC DRAINAGE EASEMENT 111 ) 110 - - UNDERGROUND STORM WATER a l MANAGEMENT SYSTEM c °C\ 101A \ � cl 222 LF OF 3/4" PVC WATERLINE \ TO DUMPSTER HOSE BIBB ❑�❑ \ J J \ 101 • ' \ 4 W W W L4 EX. 8" GAS LINE 2 7 LF OF ' -EXTENSION OF GAS SERVICE TO BE (SEE SHEET CU-501) 6" PVC 0 1.04% COORDINATED WITH UTILITY COMPANY 102 CO-2 (2-WAY CLEANOUT� RIM: 456.69 _ INV: 453.48 6" PVC W 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 Xe �E FENCE MEANDERS ALONG P/L 120 Q \ \ EX. 8" GAS LINE 1 (SEE SHEET CU-501) \ \ O 40' GAS LINE EASEMENT D.B. 290 PG. 434 D.B. 421 PG. 500 D.B. 1683 PG. 337 E/ JA-ZA IMITED PARTNERSHIP D. 1134 PG. 536 D.B. 77 G. 401 (PLAT) PARCEL ID: 061-WO-02-00-00200 ZONED: C-1 C11MMERCIAL PARCEL USE: VACANT C ERCIAL LAI GRAPHIC SCALE IN FEET 0 15 30 60 V. 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. V) z 0 > w O M N M N LZQ Z > O Vo O 0 Q U N OU CC)U V) r co U a 0 n z 0 o0�o Q 0 Z- c } w J 0 N 0' LLj 0 Y Ld J N 3 0 0 N O(D 0 r RYA PERKINIS LIC. No. 046565 09/la/2MI ~ N O U N of O O LJ Ln � � H cn > m a >_w a�� O W Z ZCD y y O a cn a w J 0 n/ LLu Z N L.L N W WW I'z W O O r� U W V J D_ Q W m J Q SHEET NUMBER CU-101 0 0 m Q ° 0 T N E Y 0 T 0 0 3 v L 0 0 0 a c c ° 0 0 S T E c 0 0 0 3 0 c n c Q C 0 11 ' o r Lo - i J 7 _ v U i n 3 I > 0-� o Y Y ' N 3 c E o � 0 0 Q J L L c m o n w c u m ° L v 0 m c 0 00 a a E N .— N � 0 c o O 0 L ° I m S � v m ° c � � n I o p 3 n �L � u s 3 J `o �I y Y 0 u Y � ° v E "o a � n � w )O v � a v v y V o 7 T Cc n v E n " J U Q w it o c n E � 0 J i o J .v � L n � J C J N v 0 n O v O � J � N W O � L O Y c ° N y n a v � u 0 N O Y u n � 5 c v 5 � 3 v L 0 0 J }' E m � 0 or I� EX. 8" GAS LINE 1 464 464 EXISTINI GRADE 460 460 T456 a P ROPOSED GR DE 456 452 452 PIPE 101A TO SWIM 15" RCP 448 w CROSSING 446 O U EX. 8" GAS LINE Z_ M 444 444 440 440 c0 M O O 00 O Lo� L -* U) It 't 0 It 10+00 11 +00 12+00 13+00 14+00 GRAPHIC SCALE IN FEET 0 15 30 60 HORIZONTAL EX. 8" GAS LINE 2 464 464 EXISTING GRADE 4so 460 PROPOSED GRADE In456 456 O U Z L7 M - - 452 �� 452 7,7-7- 15" / E X. 8" GAS LINE i / PIPE 10 A TO SWM2 15" RCP 448 / CROSSI G 448 444 444 440 440 o rn ao� oo nrn 10+00 11 +00 12+00 13+00 14+00 1.5 FRAME & COVER (SEE FIG. S-1-D,E) PLACE 5' GALVANIZED " WITNESS " POST WITH CAPPED ENDS PAINTED BLUE IN REMOTE AREAS STREET SURFACE OR AS DIRECTED. MARKER LOCATION MAY BE SUBJECT NON -PAVED AREA TO HIGHWAY DEPARTMENT APPROVAL. a SLOPED AREA FINISHED GRADE 1'-0" MAX 2'-0" O ADJUSTABLE TRAFFIC RATED RUBBER COATED STEEL „ 3 - 0 MIN VALVE BOX W/ LID STEPS CAST IN PLACE z PRECAST REINFORCED " CONCRETE SECTIONS 12•' MIN 0" RING SEALS A 16" MAX 14 z a MINIMUM ELEVATION DIFFERENCE ACROSS M.H. 5" 4'-0" 5' N FROM INLET TO OUTLET SHALL BE 0.20 FIBE CVARIESCHANNEL DEPTH .OF FLOW TO BEFM.J. GATE VALVE 3/4 DIAMETER OF CONTRIBUTING- - - - - SEWER.„ 12TRANSITION A FILLETED INVERT FOR• • : g OF FLOW BINLET & OUTLET PIPE S PROVIDED. MIN. 6" BEDDING WATER LINE NOTE W/ NO. 68 STONE IP 1. BEDDING THICKNESS REQUIREMENT SHOWN IS MINIMUM AND SHALL BE __j• SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS. 2. THE CONSULTANT WILL DETERMINE WHETHER MANHOLES SHALL HAVE 2500 P.S.I. EXTENDED OR NON -EXTENDED BASES. CONCRETE ° 2'x 2' BEARING AREA. THRUST BLOCK a 3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED INSIDE AND OUT. ° 4 TYPICAL MANHOLE SECTION 4 SHOWING BRANCH TIE—IN N.T.S NOTE : IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE. FIG. S-I-A TYPICAL GATE VALVE TD-25 NTS JUNCTION BOXES, TRANSFORMER PADS, PEDESTALS, ETC. FIG. W-5 SHALL NOT BE LOCATED WITHIN THE RIGHT OF WAY. VARIES - TD-9 10't--►- 1" COMPRESSION x 3/4" MALE PIPE COUPLING OR APPROVED EQUAL Qp aa v1_2 ❑ ❑ 1" TYPE "K" [P-01P SOFT COPPER FOR USE ON ATTACHED SINGLE FAMILY RESIDENTIAL SERVICES OR DUAL RESIDENTIAL AND IRRIGATION SERVICES. 1"x1"x1" TEE WATER SEWER 3 0 0 Id £ NOTE: NO SWEATED FITTINGS 2• LOCATION OF OTHER UTILITIES (GAS, ELECTRIC, TELEPHONE, CABLE, ETC.) DUAL SERVICE R 1" COMPRESSION x 3/4" MALE PIPE COUPLING OR APPROVED EQUAL EASEMENT WIDTHS, WATER OR SEWER ONLY - 20' MINIMUM WATER & SEWER 30' MINIMUM 1" TYPE "K" SOFT COPPER ❑ Qp ❑ FOR USE ON DETACHED SINGLE FAMILY RESIDENTIAL SERVICE WHERE AN IRRIGATION )m SEE PART 3, PARAGRAPH DI SEPARATION OF WATER & SEWER SYSTEMS. METER IS NOT PROVIDED. SINGLE SERVICE NOTE: 1) SADDLES SHALL BE USED ON PVC PIPE. UTILITIES CROSSING A WATER OR SEWER EASEMENT SHOULD BE AT CAST IRON LID 90° TO THE RIGHT OF WAY. I _ _ FINISHED GRADE LOCKWING I METER BALL BOX �INI( OUTLET) COPPERSETTER s36"MIN. 1/8 BEND COUPLING p I UTILITY LOCATIONS & EASEMENT WIDTHS METER NTS FIG. W-1 CORPORATION STOP :=.r:;u{„`, ty,;,�.^�^`,i;y5 BRICK AS "'at-a...y •K:: ir:. ...::.. NECESSARY TD-1 SAND OR DUST UNDER :'K +k•'.i'`'�`';t i=�a!y%'� ti+i. ::;•. VDOT SPEC. 203, NO. 57 n BOX AND SETTER (2-INCH •�';•�; tr.'r,^�'; ''^.i�:�i��;.?a'zs AGGREGATE MINIMUM THICKNESS)"�`�'='''^'�'`t``'` `=•' TYPICAL SERVICE LATERAL INSTALLATION (5/8" & 1" METERS) NITS FIG. W-6A TD-10 GAS PROFILE NOTES 1. GAS MAIN APPROXIMATIONS ARE BASED ON TOP OF PIPE ELEVATIONS PROVIDED BY INSIGHT. 2. INSIGHT TESTS WERE COMPLETED BETWEEN 07/13/2021 AND 07/15/2021. 3. CONTRACTOR TO CONFIRM LOCATION AND DEPTH OF EXISTING GAS MAINS PRIOR TO CONSTRUCTION. 4. CONTRACTOR TO ENSURE 3' MINIMUM COVER OVER ALL EXISTING GAS MAINS. ofz O N n N L Z> z O In o Z Qo U= N :�i OU N p GO U Q o � 9O r O Z N c0 = Q I I z- 1 } 0 ro oV1 � w Y w� p � YJ N� op N J ■� @� O O i RYA PERKINS LIC. No. 046565 09/la/2MI z m :E d ~ N O U V) rl� 0 O ON c=n _0 � � cn m > 7 Q Q m Q O m w _ O z 3 1 O V w < _ Ul O O U r06 V ) W J_ LL J Or' L`.}L W / Q J_ 0 0� Z w L.L N W Lu z W W �� o O U w n/ LL V J Q w m J Q SHEET NUMBER CU-501 U C 0 a a a 0 C O I T E O T 0 0 0 3 L ° 0 Q v c 0 `o T v Y T n c 0 0 0 0 C C O 0 N 3 `o D i ri Q U 3 ° J s � 3 � C n E � s L c v o c v p a o_ � m Q J � �0 o �a n E C — N � � c 0 ID o c v ° N .N 'v V D' m � « v 0 0 0 o. ` v I a m � o U 3 D 0 L O � C s N 3 0 p - n v h O J 0 a J a Y � o. Y ; a E v � L n O 0 � T c o V V � 7 N v n > E v m v o n J E Q - c r N J ° C � N V r U n � � c J � a, 0 a O m O � J � N N o ° L T) Y c 0 � y n a v �a C v o a n a c m 5 � 3 L m 0 0 J y E In v p o 0r 24" x 24" 4,000 PSI CONCRETE PAD FINISHED GRADE ao TOP SECTION VALVE BOX (CAST IRON) PIPE SIZE & CLASS AS REQ'D PER GRADING PLAN FLOW FLOW See Specifications for approved bedding material. TWO WAY CLEAN —OUT (Use within 5' of building only) CLEAN OUT DETAIL VANN VARIES °' VAF TER MAIN M.J. FITTING 4" DIP RESTRAINED JOINT FITTINGS TO METER BOX (SEE FIG. THRU W-7E). _ I COPPER 4" PLUG THREADED FOR 2" COMPRESSION FITTING NOTES: • GATE VALVE WILL 89 4" UNLESS OTHERWISE SPECIFIED BY THE ACSA. • SERVICE LINE TO CONNECiAT MAIN WITH X"x4"TEE, • REFER TOFIG. W-3 FORTH RUST BLOCKDETAILSONTEE. • REFER TO FIG. W-S FOR THRUST BLOCK DETAILS AND DEPTH OF COVER ON GATE VALVE. . NO CONCRETE SHOULD BE POURED ON ANY PART OF THE RESTRAINED JOINT. USE PLASTIC SHEETING AS PROTECTION FOR BOLTS. . USE 250D P.S.I. CONCRETE. LARGE METER SERVICE LINE NTS FIG. W-6C TD-12 24" x 24" 4,000 PSI CONCRETE PAD FINISHED GRADE m TOP SECTION VALVE BOX (CAST IRON) PIPE SIZE & CLASS AS REQ'D PER GRADING PLAN FLOW FLOW See Specifications for approved bedding material. ONE WAY CLEAN —OUT CLEAN OUT DETAIL y MATCH PROPOSED GRADE MATCH PROPOSED GRADE PROVIDE BUM RUBBER SEALANT BETWEEN CASTING 24" CAST 24` CAST AND RISER (TYPJ IRON COVER AU_ INLET AND OUl PIPES SHALT BE INSTALLED NO MORE THAN 6• FROM THE BOTTOM OF THE GREASE TRAP. IRON COVER OLTED (TYP.) TANK TAPERS TOP TO BOTTOM AND IS TRAPEZOIDAL IN GROSS SECTION. 6" CAP BOLTED (TYP.) 6" CAP INISHED TAN 5 5000 PSI CONCRETE -STEEL REINFORCE) (O 28 DAYS) CONCRETE CONFORMS TO Ao (BOLTED) (BOLTED) GRADE 318-16-4.5.1 AND 318-16-4.5.2, ASTM M15 MID AIM -gMENSION: 151• INTERIOR/ 163• EK ERIOR LENGTH K 72• INTERIOR/ 84• EXTERIOR WIDTH NOTES: 11 WHEN LOCATED IN DRNEWAYS OR PAVED AREAS GREASE TRAP TO BE DESIGNED FOR APPROPRIATE LOAD BEARING CONDITIONS. GREASE TRAP SHALL BE CAPABLE OF ItDHSTANDING HS-20 LOADING. VARIES 2) ALL PIPE PENETRATIONS SHALL BE WATERTIGHT. CAST IN 6, VARIES 3" } GREASE TRAP SHALLBEPROVIDED WITH W-TIGHT MANHOLE COVERS, IN ACCORDANCE WITH TOWNSHIP STANDARD PUCE SP�CIFICATONS. COUPLING 24^ .::: 24• 4) PRECAST CONCRETE SHALL NAME A MINIMUM 28-WY COMPRESSIVE STRENGTH 5000 PSI. 5) EXTEROR CONCRETE SURFACES BELOW GRADE SHAIL NAVE 2 COATS OF COAL TAR EPOW. 8" SANITARY WATER IGHT TGASKET 8) SPECIFIC SFMMJT DETAIL AT CONCRETE RISER TO CONCRETE VAULT INTERFACE SHALL BE y 15R OF D WATERTIGHT. AT A MINIMUM, THE JOINT SHAH BE SEALED WITH BUTYL RUBBER SEALANT (KENT SEAL /2 GASKET 1 _TEE J1_ OR APPROVED EQUNALENT) AND ME EXTERIOR OF TIE JOINT SHALL BE SEALED wITH NON -SHRINK GROUT IN CONFORMANCE WID1 ME TOWNSHIP STANDARD GREASE TRAP DETAIL 4" 2" 7) TANK SWILL BE TESTED FOR WATER MKINESS BY FILLING FOR 24 HRS. TO SOAK, THEN TOPPED ' 1 • OFF, AND THEN WATCHED FOR 24 HRS. NO DROP IN WATER 6 ALLOWED. 8) CAST IRON SHALL BE BOLTED TO CONCRETE WITH MASIIC TAPE (KENT SEAL OR APPROVED .. •' E AIFNO SEALANT. 47" 6" B) MAXIMUM EARTH COVER-5.0', HS-20 LOADING. 44" 2 COATS 10) INLET AND OUTLET EQUIPPED wM PIPE SEALS. APPROPRIATE + INERT COATING 6" D - 39" TYPICALLY GREASE TRAP 1500 GNLON (2 COMPARTMENT) TANK AASHTO #57 INE BEDDING b .4' . _71 ••: 44` MIN. 6" MINA O 3r A b A�• 18 MIN. .b sP uxa. WINGNUT LOCKING ASSEMBLY 12" MIN. '.•. if NOTES: 6" MIN. a 1. PROVIDE A 6" THICK GRAVEL BED BENEATH THE METER VAULT. 2. MINIMUM WALL THICKNESS FOR PRECAST OR POUR —IN —PLACE VAULTS SHALL 13 4". MINIMUM WALL THICKNESS FOR VAULTS CONSTRUCTED OF MASONARY BLOCK SHALL BE 8" 3. THE OUTSIDE OF THE VAULT BELOW GRADE SHALL BE COATED WITH AN APPROVED WATER PROOFING COMPOUND. TYPICAL METER VAULT (1 1 /2" METER NTS FIG. W-7B TD-15 FIRE FLOW ESTIMATE FORM ISO (Insurance Service Office) Method of Calculating Needed Fire Flow NFF (Needed Fire Flow) ENGINEER Kimley-Horn DATE: 9/13/2021 PROJECT NAME: Wawa 1215 Seminole Trail CALL. BY: CBB TYPE OF CONSTRUCTION: WOOD FRAME C-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 CONSIDERED Construction Factor Ci = 18 (F) (Ai)D 5 Ci: 2,000 (ROUNDED TO NEAREST 250 GPM) TYPE OF OCCUPANCY: COMBUSTIBLE C-3 EXPOSURE (X) AND COMMUNICATION (P): X)+P1= 0.00 X4+P4= X2+P2= X5+P5= X3+P3= X6+PIS = (X+P)I = 1.0 + E(Xi+P) _ NEEDED FIRE FLOW Automatic Sprinklers: NO (Worst Case) Occupancy Factor = Oi (Max X +P)Ii =1.75) (n =NUMBER OF SIDES OF SUBJECT BUILDING) NFF = (Ci) (Oi) (X+Ph Reduction Factor: 0% % X NFF = NFF = 2.000 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 6�KSIGNATURE: P.E. ' COMMERCIAL AREA REQUIRES 350 FT. MAXIMUM HOSE LAY References: NFF calculation procedure described in A.W.W.A. M-31, I.S.O.'s 1980 Commercial Fue Rating Schedule and I.S.O.'s 1980 Fire Suppression Rating Schedule. .9/94 Form F-9 [COVER LIFT NOTCH m 14 1/2" — 12 1/2" 12 3/8 Q WATER CAST IRON LID 18" METER BOX 1n Z O !n J „4 W 6" EXTENSION 0 6• PIPE CT (2 PLACES) NOTES: (1) 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 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 -Residential Nor -Residential Pressure Zone at Project 55 (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 Hose connections (with 50 It of hose) 5/8 in. 3/4 in. 4 0 0 35 3 105 16 0 0 35 2 70 2 0 0 2.5 0 0 1.5 2 3 4 4 16 2 0 0 8 0 0 6 0 0 9 12 0 2 0 24 Miscellaneous Bedpan washers Drinking fountains Dental units Combined Fixture Value Demand (gpm) Pressure Adjustment Factor Total Adjusted demand (gpm) Required ACWWA Meter Size 2 0 0 218 62 0.95 58.9 O M N N L�Q Z > O In O Z H Qo O N 0 OU CC Cn r 00 U O r') z Of 00 O ZN U � � O r O'CO 0 J O(n7 � O W w0O3 Y x N 3 0 NpJ O 0 O I RYA PERKINS Lie. No. 046565 09/la/2MI Z m :E d ~ (N O U V) of O � O Lnn O 00 of Ln O > 0 } a Q a m m O w _ 0-)CD 3 1 O V w < _ Ul O O U J W 0 J I� Z LU T i li C N W WW I'z W O 0 r�� U W V J Q W m J Q SHEET NUMBER CU-502 0 O N N Q C O C O T N E Y O T 0 0 0 Y 3 v L N U 0; 0 ° 0 a c 0 E 0 T v Y T c 0 0 a v ° 0 c v 0 0 0 N O 3 v � C Q .. J 3 1 z 'O Y = 3 E 0 I ° J -O yE N N c 0> O L v N ° c c o v Q � J a 0" N E n a C C v v `o o v � N o v K T V -o v .v `v 0 n O � a I N ° _ 3 U Y L D � 0 s O 3 c � o I � )0 v n ° h 7 C ° N N O j a I Y � U Y v v E y o T 0 p O _ C V y o y m w U n ^+ E w v 0 N C n E z Q J � Z � U 0 Z N = C U 'm B � i J � J � W 0 ° O � J � N o ° y c 0 � Y n a N 0 v O � 0 n N 5 c � 5 z 3 v L 0 0 J .. E n � 0 O o 0r k�0 Opp ape% �A��S ro G / O '(pF kN11 �� ///. / D SET (VA) CHARLOTTESVILLE-1165 PEPSI PLACE, LLC II / D.B. 4722 PG. 213 II // 0 / �i i D.B. 2359 PG. 589 (PLAT) 1 G' z Lp / F PQ N90 y PARCEL ID: 061WO-02-00-002BO �06 // Q.� p� ZONED: C-1 COMMERCIAL G, 5 SaJPEI / � / S��G 95� PARCEL USE: CONVALESCENT HOSPITAL _ p9• g 0 O O / 1 c� c N pI S G Q \SFyF cp�l �i /0�p ��� I F oti� 6p U N5 1 i FOP F 6' S b.o b.o b.c�llb o o b.o b.o �d �� b.o.o b.o b.o Do o b.o b.o b.o b.o 0 6 oR o b,® o o.o b.d b. b.ol b.o b.o b.o b.� �0 b.o b.o b.o b.o b.o b.o b.o b.o �°�S.o b.o�ti$.o b.o b.o b.o 10.0 3b.o b.o Ilb. o b.o o b.o b.o b.o b.o�o.o b., b.1 '0., b., b.1 b.1 b., b., b. , ti'bo bo b. b.o o b.o 1 b.o b.0 b.0�b.o �o K b.o _ _1yoc�o b.o `\b.o b.o b.o b.o b.o ` faro ��� ,���CCC���,,, i '0.0 JID.0 D.0 II b. .0 .1 b.1 0.1 0.1 b.1 b.1 10.1 '0.1 b.1 b. i .1 1 ;U 1/16 , b 1 '0.1 b�0 Ib.O .0 '0:�. '0.0 b. t b.0 '0.0 '0.1 b.1 'Q,�, �P '0.1 b.0 '0.0 b.0 � b.0 '[ DK Np b.0 b.0 b.0 11 b. 0 .0 0.1 b.1 0.1 0.1 0.1 0.1 0.1�1 b. 1 1 1 b 1 Fb �.1 0.1 0.1 0 1 b.1 .1 1�.11 1 b.0 .0 U� V.O V. b.0 b.0 .1 0.1 '0.1 b., '0.0 b.0 _$& 0.0 b.0 O.Ob. b �_ O -_ - , 0,2 y_ s .2 b.2 b.2 0 O 2 b.2 b.z b.2 0 2 b.z 0.2 b: \ b�l 0 2 ,b b.7 b. 1 1 b.1 �i b.1 0.1 b.1 b., 0.2 b.z '0.1 0.1 b.1 '0.0 0.0 b.0 '0..(0/ �p0 5� $p �-�F- S 09„E \ G.� 1 1 536.82' pF�� '0.0 ppo�b 0 '�"'0. '9'0 '9'Q�9'b.� -O. V $). .�9'Oi'. ft3t M.e U.IJ3.19 V.d3.0'nT `a . 6 _ 3 03 03 5 0.8 g8_1.0 A4 b" `� 0.0 3 \\1 p0. 0 3 2.0 �Y�Z 0.5 .4 1. 0 Bq 6 viva '02 $Y b. r$�b.0 � � .. 98 1 3 20 16 1.5 i 6 16 F 1 1 \ 0.0 b.Opgl .� .4 0.6 0.6 I • • .8 ' • 1.7 2.2 3.5 .3 5.0 4.1 3.6 3. ' .5 .4 1.8 \`1. --`. -- .5 _ z. . O ' ' . . ' z �2.8 3.1 3.4 3.0 2.8 1.3 1L5 1.4 1.2 b.9 6 '0.4 b.3 '0.1 0.0 b.0 '0.0 32 30 3.1 2.2 1] 15 ] 22 i .1ti 7 1.1 1.1 1.4 `/.4 `/.0 5.8 `4.3 3.0 2.7 3.9 '4.0 4 `/.8 3.1 3.2 8.6 3. ` .9 ' .3 3.4 2. 2.4 "9:8C 3.4 3 9 1.8, 1 2 8 2 2 b.8 '0.7 b. �.1 '0.0 '0.0 '0.0 3.0 3.3 2.7 3.6 ' 8 8.2 8.5 10 4 '10 4 10 2 10.0 .4 4. 3. 12 4 3 1 2.3 \2.4 2.4 2.7 1.4 0 1.9 1.2 '.2 1.1 1.0 b.2 0` b.0 b.0 1 1R'�t 1] 1� 'i6 1fB0 18 '1] e ] 18 12' 14, 137 SD 8 11 -- \ \ ' { Q ' 16�14 `.� 32 30 211 220 2U 1]� 14 1 1],�10• I \� \ 1 b.0 .0. 0 1 ; b 1.3 3.1 3.0 3.8 • +a e ��/ r +' a WWWWWW r . 2 j 3.2 2.2 '1 6 4:2 65 64 63 '2.3 '2.5 Z. 1.7 1 £L 1.7 1 1 0.7 b.7 2 1 L '3.0 5 '1.5 2.9 3.4 2.3 1.5 1.8 2. 9.6 b.2 0.1 b.0 V 0 O i5[�C�•;z] yg3y�5 ®ie['w �:. 's?33�+8 ®�� j •. W3 \ iii F/ A4 O I I I a ;6 26' 2d' 'N .25 �@. 23 20 2/• i u '�i .s'• " v • b.8 b.7 .6 b.7 1.0 1 6 '2.5 '1.5 N b. bPl 'i YI�.3 6'1.0 3.0 3.8 4.7 r., •� �. •.v .'� 3.3 1.7 .11 :j'1 • 2.j 48 � W1 -2.7 .3 ,'' � b.9 C+ b. 3.0 3.4 2.4 1.9 2.7 2. 7.4 b.3 0.1 b.0 b. � N M (r- +2�N6 ii+6za t'si : 2r 2v 2[f; 24 24 20 19 1s fia, iE + I D1 \ 10 N N -I .3 A4 t2 ;7 '21C44 `% 2�a 2s 'sa] 28a M gzq'2P z0 .;$ . i3 . 9. v. •46 Wawa ` \ 4 b.0 1 b ❑ 1'- N b.3 1.1 3.2 4.0 4.7 2.6 1.9 .=r 1''. 1 r •'2.1 -3.0 3 6 : 27: '. 1 .6 b.7 .1 0. 0.7 0.7 0.7 1.1 1.8 - ' .9 '1.6 2.0 2.0 7 '0.3 b.1 '0.0 '0.0 CL d II .3 12.;' :1 2s.1s28 .2a� 2e. '�] $6"24 ?zz ,'zo ie ag1 s + i «: D1 58 r.: ; \ C A4 � ^ 12 15 24 26 26 2] 2g Pd azs 24 3z 21 iP'18 13 � 0 7 47 W1 b. '0.1 .i= b.3 1.4 3.4 3.4 4.6 t, .: 0, 3.6 1.7 T. :9 '4.3 2.26 ACRES -2.7 . �" . 8 .1.2 b. 0.9 1.0 1.2 �p.8 b.7 1.0 �i'.6 2.4 1. 1.6 1.9 2.4 b.3 0.1 b.0 b.0' \� +1: 16'_+62 5:e4 2@2 "z9. 31 M 21 2 ifl ie.A4 .;3 r 53 \' 2 W50-FB-VA D C 10' 10 ' m m I _ W . +��c� :ze i2Sz ze ®ieL�'��23 2&z 3++�. + .a S1 55. tom, \ \ co'), d a b.0 b }` b.2 1.2 2.2 2.6 4.3 �. 3.7 1.8 5.6 6,049 SF /S2' 3 1.0 0.8 1.2 1. .1 2 1.6 'L2 b.9 i.g 2.4 '0.9 1.4 1.6 1.9 '0.2 '0.1 '0.0 '0.0 - 1 = 12 111'2,26 24 � 2s 29 tt 25 2�++ ie_ 11Sti' ;3 1 - �"�• •� • 11 .7 \ � _ Z7411 . iz ie 2>.zSz4 2�-°'s] Sze �zaP is'i4'iQ+ ie it 0 q FFE: 457.05 • _ �' \ r-q_ d N N b.01 ��bb 1I I .�1.6 2.0 3.6 cg cz :cz'.. qz • � 3.7 1.7 r • • p 48 WAWA SPACES D1 .5:1-:j.5 .. 1.2 1.0 1.7 2.7 3.5 .5 2.7 1.7 1.0 b.9 3 1.6 .9 1.2 1.8 1. 1.6 1. 1.3 '0.2 0.1 b.0 b.0 O �? .i. I +3 i]>'�+ zs 2: Yi 28. 2e •i ze 24 2z�2o, ie +6�i� r I • 84� G 3 �s I I*0 +z b `2+ 2s�z6 'za 28 ze .ir.Vn 24 s>,1 20 .1'4 A `73 P. 'S1 5 ,S25 O ^Y J N b.0 �12 1.7 3.4 l • I 3.6 1.8 '1:'I:I I. 3.7 D 1.7 •4.5:: ,'2�E'•. 1.0 1.2 2.8 4.5 .4 1 5.4 4.4 2.8 1.2 b.8 0.9 1.4 1.4 2. 3.0 2.0 1.8 1.5 1.0 .2 0.1 b.0 b.0 - O W +3.1; ib 2.j 2] Js� 2r 26- Js- �3:'24. ff ie�.;t�i6 iz 1 I '+ :.' . • •4 ; A2 O It Q �• r. [r I '� 16 ;82r26 �3 2$6 �0 2] i05 23_ 28? )911Y + 12 4 r� Q b.q b 1 e i o i.3 1.7 3.8 ` 16���zi kz� °z�'ss,i s+. • iB,+z�-+0 �� 3.2 1.7 0 1.0 '2 0 D -1.9 2 5 _°�0:' 1.0 c� 1.4 3.7 5 1"'5.5 3.9 1.4 b.7 '2.7 i%'2. 3.2 3.8 `�[.5\ 2.1 1.5 1. ID 1" b.2 b.1 b.1 b.0 :v 56 v1 > d d I o.] 0.e ;.+ ;.3 1.515 `m 2z :20 i .20 27 2Y. ;a 06 •i4 • 4 ;n s ~ • 4 W1 • y'3. \ N b. b.l b 2.1 3.8 29 zq; a>t a0 1•- 2.5 1.4 1 D -1.5 b.9 .4 5.4 5.9 6.0 5.7 3.8 1.6 b.8 ,b 'W2 '0.1 '0.9 2. �`4.4 3.3 2.5 "1,9 1. b.6 '0.3 0. b.1 b.0 i^ ^ f 5 0.8 t2 1.5 1.8 1.] 8. '13. 1$' 18 +19. 10 18 1 '] 16 V4 13 1 8 •'I • 61 60 62 \ vl O o LL 8 1 y� ;.tU4v1��31 W pK - - - - - -'- - -'- - - W3 vv3 �i 9 \ M b. b.1 0. µ�-0.2 _:5 1.6 1.3 1. i d.8 '4.1 1.2 1.2 '23 3.9 5.0 5.4 4.8 3.2 2.1 1.4 " ' b.1 b.1 0.2 "1. 4.4 -3.7, 5 b.2 0.1 b.1 th hs oe i.6 2s [zy� . T 14,B 'e Yjae,3._ w 0 B4 �'\ (16,26 E I i.o i.{)223.64f 1 PG. 240 CC SS SSS >•�•a s a0 'a itiTa:'9:9�'' w p p 10 R�.� 0.2 S �Q-4-7-=8.8 5 .6-5-(i 6.F�S 6. 8 .7 4.6 3.6 2.5 1.5 0.9 1.z 2.0 .8 6.0 •.5 3.9 2.2 ' .2 .5 .2 .0 ' .7 '4.'4 ' .2 ' .7W 2.1 b.0 b.1 b.1 b. 1.4 b.6\b.3 b`9 \ .1 '0.0 b 1 30 38 3.9 y� 9] 8.9 98 93 B.e 8.] 9.1 ' � \ 1 \ 0.0 .2 _ V � M' � 'MM 2.3 {.5M 2� • 2.2 B 1.0M 1 A 0.8 M 1.9�t•L ' .8 4.9 6.8 `/.4 6.0 `L1 ] 4 6.5 4.7 2.8 ' 1.0 0.8 1 1.4 .0 .9 Y .2 .5 .5 .3 '1.3 0.4 b.1 0.1 0.1 0.9 '0. b i1 : \ b. 3. 3.7 3.4 3.6 2'S 3' 2. 4 3 3 M M. M ' !� b i2 (5.5 1.5 2 b.e•eAC.7' '1.'�L.O 'r2-i ' 1•ii '1.0' "1 '1.0 C ' 0!7 �6 'q.i 1.0 1.4 '1.0 b.7 '0.6 .9 1.4 b.4, 1 ' �b.1 b.0 '0.1 0.1 b.3 '0.2 10.1 b.1 b. '0.0 �0. -vnr�-- - 1; •0a8 .2.33W$4-b5--b.5-�. .5 �SI/�1 b.5-b_`�b.4 b.4 b.4 b.7 b.8 �b.4 b.4 b.5 b.6 1.1 1.56`O.8 0.2 b.5 `I.2 0.7 b.2 0.1 b.0 b.0 0 b.0 b.1 b.1 b.1 b.0 b.0 b.0 b.0 F� O FENCE MEANDERS \�b.00 10 b.1 b.1 .2 .2 103 b.3 '0 3 0.3 10.3 '0.3 0.3 b.3 b. b.3 '03 '0.3 0.3 '03 '0.3 0.3 10.3 '0.3 0.3 0.3 '0.3 0.3 0.2 '0.2 b.3 0.2 '0.2 0.2 0.1 '0.1 0.1 0.1 '0.1 0.0 I&OONB.(P/I0.0 0.0 b.0 0.0 0.0 '0.0 '0.0 .0 b.0 b.0 P�Ic���l10.0 0.01 '0.0 '0.1 b.1 b.1 '0.1 b.1 b.1 0.2 b.2 b.2 '0.z b.2 b.2 '0.2 b.2 b.2 '0.2 0.2 •0.2 '0.2 0.2 b.2 '0.2 b.2 b.2 '0.2 b.1 b.2 '0.2 0.2 b.2 '0.2 0.1 b.1 '0.1 0.1 b.1 '0.1 0.1 b.1 '0.1 0.0 b.0 '0.0 0.0 1 JA-ZA IMITED PARTNERSHI �� 40' GAS LINE EASEMENT o�`t�' I D.B. 290 PG. 434 D.B. 1134 PG. 536 sc."00 '0.0 11b.0 b.0 0. '0.0 '0.0 '0.1 '0.1 10.1 '0.1 '0.1 10.1 '0.1 b.1 10.1 '0.1 b.1 10.1 '0.1 b.1 0.1 '0.1 0.1 0.1 '0.1 b.1 10.1 '0.1 b.1 10.1 '0.1 b.1 '0.1 '0.1 b.1 '0.1 '0.1 b.1 '0.1 '0.1 b.1 '0.1 '0.0 D.B. 421 PG. 500 1 D.B. 779v�Gi. 401 (PLA- jI D.B. 1683 PG. 337 PARCEL ID: 061-WO-02-00- 10 0 b.0 II 0.0 ro.C� 0. b.0 '0.0'0.0b.0 '0.1'0.1b.1 b.1 '0.1 b.1 b.1 '0.1 b.1 b.1 '0.1 b.1 0.1 '0.1 '0.1 *0.1 '0.1 b.1 b.1 '0.1 b.1 b.1 '0.1 b.1 10.1 '0.1 b.1 10.1 '0.1 b.1 10.0 '0.0 b.0 10.0 '0.0 ZONED: C-1 C M ERC 3 dII PARCEL USE: VACANTEF 0 b.0ll b.o o. I b.1 b.0 b.0 b.0 b.0 b.0 b.0 b.1 b.1 b.1 0.1 0.1 b.1 0.1 0.1 b.1 '0.1 0.1 01 0.1 0.1 b.0 '0.0 b.0 b.0 '0.0 b.0 b.0 '0.0 0.0 b.0 '0.0 0.0 b.0 '0.0 0.0 b.0 '0.0 0.0 b.0 0 '0.0 0.0 '0.6 0. '0.0 '0.0 '0.0 '0.0 '0.0 '0.0 '0.0 10.0 0.0 b.o b.o '0.0 b.o b.o 110 '0.0 b.0 0.0 b.0 0.0 '0.0 0.0 10.0 '0.0 0.0 10.0 '0.0 '0.0 '0.0 '0.0 0.0 '0.0 '0.0 0.0 b.0 '0.0 10.0 b.0 '0.0 I 1 RMD PROPERTIES, LLC �g p D.B. 2217 PG. 191 D.B. 407 PG. 55 (PLAT) PARQ J in, na11n1n_n�3_nA_nn0nn I F� ZONED: C-1 COMMERCIAL PARCEL USE: MARKET INCLUDED NOTE PER ALBEMARLE COUNTY REQUIREMENTS: EACH OUTDOOR LUMINAIRE EQUIPPED WITH A LAMP THAT EMITS 3,000 OR MORE INITIAL LUMENS SHALL BE A FULL CUTOFF LUMINAIRE AND SHALL BE ARRANGED OR SHIELDED TO REFLECT LIGHT AWAY FROM ADJOINING RESIDENTIAL DISTRICTS AND AWAY FROM ADJACENT ROADS. 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 LOCATION LUM NO. 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 C3 19.32 13 C3 17.11 14 C3 19.333 15 C3 17 16 C3 24.5 17 C3 26.75 18 C3 21.75 19 C3 24.5 20 C3 26.75 21 C3 21.75 22 C2 19.32 23 C2 17.11 24 C2 19.32 25 C2 17.11 26 C2 19.32 27 C2 17.11 28 C2 19.32 29 C2 17.11 30 C2 24.5 31 C2 26.75 32 C2 21.75 LUMINAIRE LOCATION LUM NO. LABEL MTG. HT. 33 C2 24.5 34 C2 26.75 35 C2 21.75 36 C2 24.5 37 C2 26.75 38 C2 21.75 39 C2 24.5 40 C2 26.75 41 C2 21.75 42 D1 9 43 D1 9 44 D1 9 45 D1 9 46 D1 9 47 D1 9 48 D1 9 49 D1 9 50 D1 9 51 D1 9 52 Si 9 53 Si 9 54 S2 8.5 55 S2 8.5 56 W1 15 57 W1 15 58 W1 15 59 W2 8 60 W3 15 61 W3 15 62 W3 15 63 W3 15 64 W3 15 65 W3 15 •• '� • _ILTIFAIRBIRE& LABEL AVG MAX MIN AVG/MIN MAX/MIN CANOPY 19.03 29 6 3.17 4.83 DELIVERY 8.92 10.3 7.4 1.21 1.39 ENTRANCES & EXITS 1.58 4.2 0.2 7.90 21.00 PAVED 2.76 10.4 0.6 4.60 17.33 ROW 0.28 0.5 0.0 N.A. N.A. UNDEFINED 0.33 9.4 0.0 N.A. N.A. LUMINAIRE SCHEDULE SYMBOL QTY LABEL ..M� ARRANGEMENT LUMENS 3000K FACTOR LATF LLF L BUG RATING WATTS/LUMINAIRE TOTAL WATTS MANUFACTURER CATALOG LOGIC COLOR 1 A2 BACK -BACK 12019 0.763 1.030 0.786 B3-UO-G3 134.2 268.4 Cree Lighting ARE-EDG-3M-DA-06-E-UL-XX-700-30K (SPECIAL ORDER) WHITE Is 4 A4 SINGLE 8891 0.763 1.030 0.786 B1-U0-G2 134 536 CREE, INC. ARE-EDG-3MB-DA-06-E-UL-XX-700-30K (SPECIAL ORDER) WHITE 6 B4 SINGLE 9549 0.763 1.030 0.786 B1-U0-G2 134 804 CREE, INC. ARE-EDG-4MB-DA-06-E-UL-XX-700-30K (SPECIAL ORDER) WHITE ® 10 C3 SINGLE 7597 0.763 1.030 0.786 B3-U0-G0 68 680 CREE, INC. CAN-304-PS-RD-04-E-UL-XX-525-30K (SPECIAL ORDER) WHITE ® 20 C2 SINGLE 8924 0.763 1.030 0.786 B3-U0-G1 92 1840 CREE, INC. CAN-304-SL-RD-04-E-UL-XX-700-30K (SPECIAL ORDER) WHITE 10 D1 SINGLE 1652 1.000 1.020 1.020 B2-U0-G0 27.2 272 Cree Inc KR6-20L-30K-120V + KR6T-SSGC-FF N/A ®' 2 S1 SINGLE 2659 1.000 1.000 1.000 B0-U5-G2 20 40 FC/SSL Lighting FCWS7170-XXX-30K-2500-CRI85-XX-D ALUMINUM 2 S2 SINGLE 2542 1.000 1.000 1.000 B0-U4-G2 20 40 FC/SSL Lighting FCWS7168-XXX-30K-2500-CRI85-XX-D ALUMINUM ® 3 W1 SINGLE 4210 0.763 1.030 0.786 B1-U0-G1 43 129 CREE, INC. SEC-EDG-3M-WM-04-E-UL-XX-350-30K (SPECIAL ORDER) WHITE 1 W2 SINGLE 2105 0.763 1.030 0.786 B1-U0-G1 25 25 CREE, INC. SEC-EDG-3M-WM-02-E-UL-XX-350-30K (SPECIAL ORDER) WHITE 6 W3 SINGLE 12455 0.763 1.030 0.786 133-U0-G3 127 762 CREE, INC. SEC-EDG-3M-DM-12-E-UL-XX-350-30K (SPECIAL ORDER) WHITE W Q 0 ofz O C4 N M N L, �Q Z � O 1n o ILL Z QO U N 0 OU D Lo r n U U Q 0nof z 00 O co Q � � z- o r W 0 7 J o_N � 0' W b Y i J N 3 o OJ N °O 0 0 0 r ~ N O U V) 0_ Ld O � O cn � � H O > m Q y W z z Y O Q n a w (U/l O O U 0 0� Z I11 L.L N W I'z W u O r� U W V J Q w m J Q SHEET NUMBER CL-101 m 0 0 N m Q C O C O x v E Y 0 T D O 0 O L 3 v D O L m U C m N O for Q C I O x I 0 E Nor C 0 O U 0 O C 0 0 3 N a `o y J 0 Q D � C 7 3 Z = O _J y J 3 n E J � O M ei m M L N ✓ A c M O O N U c � O Q v J L_ m a O n` o N N U � C D 0 to for T � y v K N Y D 0 m O o n I v n Z) o 3 O � L O U C N L � 3 O )0 .• n `v h . h D U C 0 J 0 an J n Y � n Y U m a an N V +L O w J >. V O U v V � J c V y C r- m N � N m A N 0 C v n E J � Q y - w yJ C_ C O Z m O J v � L V n Do J � an v 0 a O or O � J � m v v IZ L O y c 0 T 0 n a ei m goU C 0) O L U n to 5 c m 5 LIZ 3 v L Ch 0 0 J .• E n � 0 o Too 0r LABEL DESCRIPTION MX M 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) _ e 84 ARE-EDG-4MB-DA-06-E-UL-XX-700-30K(SPECIAL ORDER) THE EDGE® Series _ LED AredFWod Luminaim pat wmw pflblawl0 Product OaEvlptlan mmum THEEDOP Se do' loss stm mTl d 1I rugged con aW ntm house minimizes P g9 word `- ,romeesn'uearm. hi Internet. g,h,,,ht LED Diem MtlNM1 -z q q 9 P 9 Long. dance alum Waco near: nkz. van Due mounting rno r WorluW lab Aam.Olrem Arm.O rMMn Long. Arm ng lots ana a2. amuses car dada . or5iae I I / uam- og pg zg xin lots. walkways. r A a[a11gm: Par s, a stets uses, car tlea4rsbl .gXice ram uses. and internal PP 9 a Y campuses Ps P rvaawa n l Parfa m oSummwy of col Parented ImAzOpric• Product Tecnnolow Assembled in the u.SA of U.S. and import pals tat° _ CRI: Minimum 70 CRl WOnkft NEMA•3-Pun Pnoto[ell 1 9.0' Rue 1. location CCT:4000H b4 300KL 57o0K1•/-5MM W maM Ix'1III IOMeretl as an o0rionl Limited warranty': 10 rears on Wrnins O ram an Cdud tDeLmOsaM•fij 2i- con=menu. } ra^�•'�ry�I��� B Interlocking s• a.,•a.vnmm'a 't F CLJ-JJ-1V memodMountin9 w col ~ A m nXdaublW wswre wmpao.sMAaNr Accoscrin IYmila ,m X4alaL4f xM%WRM-examines lkpYaMnaminlmaM -FaeumuNlMplemnWsolNe pegnmmtle multl-Ise/ egrwEPre mm,.mm mamd.m NMFMmmm awWrM xA-wlswn bring lnfp ion e III -Is. -xM-AA12-e ILLSAI ffir UDCvuM Niol DM.'A' %W m 121'61 w xl mllft IN lz1-L " awl1w As llTpmnM nmIl21V IdrIAAMM amlla9 10 IflP1WmM wlmllee 12 Mrtner" ul llael I< aTnmmM nmlln0l 1e xd.1'D11mm1 dl lY llwy Ak/OG9A N W M -are pee P2 kr",ht a aimreiom Peoeuat a", Muunrmg LED eater pin, E senes late Curor Ep.o, s u [ "nee, DpN°aa ether a n4m"f mB Mau Ti .rob . Ar m Vnkwul &vl: MI �Inselm .. shis .Laa�, tAYm w a Ira ... a..,m,e, ram pX•e N u W .ram mew b.aenil, ryiall Was a pk.nArm Ip Link ra sv m werineeres dioaidd eboWi4lsm III sKs TEVu m vr.few sM. -said -h PNL Xwm R L.0 Ew %°Xw:Im w/Paean Mat 1< Mly1a wnnxma� ` No NVarnwamu [Imalneml GrepratlMn n=P=•Axv ids. vm .palm ,tor N'NIIW her, IV that Bob m I.E. nnlnwdb a ¢•sun smarwarac:'nsnsdned. T lr Tape IV PN bin MLMene ae-1 -andici lVer elm Mtlum W11um w ULwliapeunlr tiplrvmnea P. arroses. reLpai L mWo b1jocce sili vcry,-au de. c,Pnw We e- FL0. w N w AA me m•nm M V. 0creter rap• misvWe axnughi Nmimummcai -Comrl metre pr w•n.d use >A �YLeIY�pM npuW�mmD•nu Wmgalrt Wnmeb D©tl 16 I8001]]b-Meng GWm 16001673-1234 THE EDGE• LED Area/FWpd Luminaire Proaxtspe irKm oM mxsmmemuaxmTmMin . wen IN tit minimizing wind loMre mremwW Profit. w 9 • Wmnenrea LE ereraresea meMpminuw ram'F.t watM1erl ght LED tlmermmpaamemand M1gM1 peme or ce M1ealsnks • DA and OL mount url'zes mmmenbmerlack'ng moun ng melbas. Meunina is rugged theca#auminum, mounts to 3-6"V6-152mm) squareor mund pole and wum to pok h5/16-IRUNCboltsspacetl on 2. 15tmml cenW • Mand MmouM an rv9hM die adaWmiwmand mount for nlmm IP. 2.3ID- Kemm1 O.D. Mnolm • Issued-lad/debm 9 tend • ErcIusM COWdalo OeLGWm6flnlsM1 maws an E-Coal epoxyprimer rim si albst.mEW egradawpmnd pb.Eig . Owde, tit reus, in to ' n, ulMdaW degradation end abnzion. Brack Bronze, later. edw6Re enereimt • We'rynn Sin Oimenab:nmtlY/eiabt CM1erbvn PogeaiaM 33 EUURIGLa51EM • Input Mt.,.:l2o-27Nor U7-UW, MSON, Clam I drivers . poster Fa< .109 at full toad . Tom Harmonic Di..i-E r 20%atM Wad uiumpe Wirnintegnl•waMMi9M aMdnulbw with term noI strips 11 and-20Ca) for eery power hwkup moral maw..... eu,me-on pmtecrim emlXWd Whence a dictates fusing. a sides blow fuse or type CN b MrAmM be used to address ore. current . Consult factory i' -I trewsgis rep urntl • Momuml4YL mm:zo LED ammEwa 700mA 40 80 LED; 015maO0.1M LED:OIOmREWI inkedVOWMGRrOLLWFlGTgNB • ULueLinked • SuLbleforwetloal'om Endmum ,vmtl 1P66 per IEC M29 Mrm oNemtl Mlbwt P err R oplbm Consult factry for CE C ftWed pre m • Cenfied IN ANSI of3A31 -MI. image am mrpam wbrctlon slanaahas when maered withM DA and DL mw,u • ANSI C136.2 ROW wee protection tested In accordance coil IMU MN ed e12 • Meals Fcc Pash 1s. Subpart e. craw Aumlt am conducted and Hamm • Wmna:e andr-n endurance testeamwimsmna 5000 hours of ..also ambient Itfee conditions as dewf end n A5IM Standard B 117 • OLC qua/tied With select SKUs. Refer to MWAW w•wa h u/sesrch/ear mRM<umnt inromMm • Mx69uy red," merr5wnn'n ARM •aGw.pENrX WaM11XB R ¢raM ReproiuNae Norm NNWdLxem US: vet oh"noc m 18001236-6800 Mafia: aeNlohrno gnaw can 18001473-12M REDLEOENARD ASSOCIAT 1340 Kemper Meadow Dr, Forest Park, OH 45240 513-574-95001 redleoeard.com CREE = LIGHTING I�i�I�I�I�il�i�i3■ Il�ll�ll�il�ilai�■i�i� Ilfsll�Il®®IIil�i�ia>■i�a Il�ll�l�ilai�i.�■i�■il II'II�II�II�II�iS■®© 'Erecreaderair alnRaraii-sesewerwldefieW.m•nevere--nrv.rssr THE EMP Series 4nbi Adjusted Um Mainlalmca anderc p 3511 wwma LNF Mxb Rm,IW UIF "NW EminstN WF I0OKhr Farlmmee' of dii I.vm•m lots Ira Aw an - .0 W'Fl wTw.n Ira a.w AN cos AN ai in AN, Aw AN caw oa<a•a..,"'�.m,., �rau`I,riimeer.tmwmekw•aunMewnwM+ re m... u..fti.,ftrmry mr,ngemeeretnveeem IwramaL,wryernelmereA mueambvmve CREE = LIGHTING QTY LABEL DESCRIPTION M pa 10 20 C3 CAN-304-PS-RD-04-E-UL-XX-525-30K(SPECIAL ORDER) C2 CAN-304-SL-RD-04-E-UL-XX-700-30K(SPECIAL ORDER) 304 SeriesTM LED Recessed Canopy Luminaim Product Dead on aI Wminaim housingA constructed fmm ru ea die cut aluminum ralonmw In Mnun n N P Ur die ere am extmdad amber that components me Nautili. Len dtMfi xt and Um Ina waled �athp dimda Tl thcamp<NmberdM1eI a8owatr emeeaatome mg me aluminum rimlfmremouMa g housing To with is in lace waM1tpm&awminummm ML beW n q PY P Musing is housing rim idind,liM foam grime I that pmids a bllMigM wl Nwwn luminaire ids pa and meow tl fo Suitabb for mein single or double akin canopies 0 mml t m 16' (UsApo menu merep DMhnatlf niences o119-22 path•(maximum WnMaMmsW LImenuibkkneslo ned l9-/bur PNfoleum Mgns, mmwn an<eawm dnre-tM1w Punka aM nsM1uanla Ma I aM 9nurY Perfvrmanm Summary PWznred Nanaopno• Product Te<WgWer Assemhled'in the USA M U.S. and Imparted part GI: Minimum ]o CRI Ci 4000K •%315TMK I•/-50013 ffind.M Uhiitd WamnM: to Veers an IUmieaiWI0 yam on Cabdnt DelmGuaNe finish , ere.. P ANI•a.... ravearranor or i sour,. Accessories wassuaddiftionew sou ri ,.urannu m ram.noo.aarM.l^T^^•eYmIWMX.ptlm.,Waunnem MWn.X,.mmnr•ga ref Ordering lnfamation ..DIE'. GX-ad1W-RS06£L. RS Mourn -2so- .� v MinBp O 1396nm1 Multl- l I 2mPmdLM Is' 24Wml IwmUaDUorj I4coZlumm xzW o ISM ro.Xd GXJN E Len ..I. Iona PMM Optle eunlry `a G'm .,an.nweurr•n N 1 L u en oM ....an %pvXewm W,gwsXn MNm d - n vari w a 126r per -Matt oimm,noxre, znenlurMWle TrpV51m M1amdOaeNe Snn VH Ba- wi -comeari... lNe amecue,an w Vnk.ni w 1R F Fen PNWumsamnebk auiEm• 9Lx tmma -aMnmhei,Itlnlugn9-I.dmybw -pMto L.L war I,, an".bmryIona mL sPm.rmdman imw MLl'amn Memlm lwMreare weraAa .ods coM of remo.Rl ram mbmlmlw m-M W,X,,.,,M-Y1r'egiaa.m-.r n.n9.,.,.en,...tm,nyar n.vinmum,wamm,a..rm1°eumMw.v-u,a.nl wmww manrm aa.euum mmmae� nanmmPnu...,a,.m g uL D5 td,'. Dem:Y2,nR4R0,a CREE = �e to: IWhourne cam T real 236-6800 F D621 604-1416 Geafa: nw.v.cree.wMranaw T (NO] 473-1234 F Ia01610-7507 304 SeriesTM LED Recessed Canopy luminaire Product SpedNOdoM CONSIRUCTI0 aILT9YL5 NSM I - M - tea wenry ma.mv 1 A wM g i g hill perlarmanee neatsnknlm pe T try tl 9nod aLED i PY opleat sse RDMount l -a Mounting is constructed tram rugged! die mu amm mum and features nigh performance nlre... alurmnrmM1a.... - ry ificany designed our LED canopy applications • LEO tlriver Is mounted In a sated mothel]i9 ht cenbrchamber teat anovrs lorac<essirvm NWxtM1e luminairt • Fbwaaluvabte arm wmm Ntmen OwnLd, MSmend wamem III rates lumireirse • Wminaire housing preg Wl hUMgappOed Mm gasket and pr dmbrowaWmgM sal bemeen Wmireire housing and snow dad, . Mount almmlrmmemnowae<k.na la a<amaW place with a ale mwawmmumtdm Mme • MmunlincWagslnUgmijuMbnbuwhiMallnwsguedlnstall m VriIMN neM W Opm Wminaln • Suitable far use in single in MouMl or double(RD Mound Ain campfire witM1 16" IMdmmlasily pvnaW • Designed ton mlose. 019-22 gauge lmxlmuas DAMP IImM Ink ) EA riaLMW Led ra Ia101 m 120-eg;;V Total Clrrnx W tilt 5N - 2TN YN - 350. as as in- N lap I age, am I a9 I axe 1 AN, 52Nw asTI a59 WN be D]I As m Ise au denRu as Ape gat 7aare, To N caw aY pm aM i all of Ise 1LN I . IR.p AU polo oA • See no Series'X canopy lumiwlm far mnapla using 12"13MMMI `I•`°kelarvsbm'Fl dmo edions • EUWSin Cobrmsl DeitaGuaN fin,aM1 Wman E-UatepMpnner With an umamiurable poMertopcml pm ding nmWnt resistance W . uwmiolet degratlasion antl abnaian. Btck orbe, Giber. aea.xneanevaimble, ELECImGLBT6IEM Input Vdlaa' 120-277V or347.OW, MMHz, CWm l advert • Power Factor >0.9 at full Wad Total Marmww, pea n 20% atNO mtl Into col wmtM1er(Melectricalh th a rni al aid IRBa 200. bar 9 ,pu rhooku nWPl P •Me MLdedileg pP productionfuse or • when case dnm [owns. I blow fuseorl9M GO bmkersMUN be used to add ess-nmzn camel • IW Smrte Cumn10.1 WAA XEW IATa0.] X V 0 W XTAm aGLIRGTNXS 3w5eripmAmpind AtlNMM WmnMiiMXmm' NMbM In,Tal WE 2aKM nvle IMF MKM Fwleme! BE ]era NMY IIF 1mKM UMW LMF Taml'Fl 1m ¢W an aN An ITe®'Fl Ira 0.w aN aN A. la'Cm'n Mx an A. ¢. An ..own fat 0.N ¢. ,a pw w'Cm FlAw pose WWeurt'L. reloo • SUWWKra W.C..I.In Vq nea • Meet FCC Port 15 smndams%r conducted and ndbted anon om • EneWwm rated IP66 per IEC U529 nVl L era. e,..n. ,..°era« y Dun .. he i ecbon test r • 10kVsurga zopp...... eons tested amodanEaxim IBEGANS "n.rre axar,n-t,-::,e --a-se n. oreee s. me.lul 1h.h6W w K M mvl se InIV'Ir1. .oU11NIre°oerm.m lwn.e. raft ei Lm,mol Cali - • Wmpare and finish endurance tested to wehs Ad 5.000hunts M ebrosed ambient sell be careationsas defined in ASTM Standard 8117 • DLC mzj wbm aMered With PS or a.Mla and 525 err M" done do rant Phase refer to www.tlesignlighlS.ofile PL Wr most domnt Ilnamation • ROHS Core oil a n L Consult fanory far add l Ilona I data lea - • Milan Buy Amemma mquimments wane AREA -GREmaEXTS WEMWIa,pmrand ReprvWtlie Xarm- wxr.pdSnmin9e.¢9a CREE = We U5: upMpemmn TMDDIEN-haw FIID21Aw-W5 meat. wine AsIII anan TIf.)Inolon. Fbawl..-Ta] QTY LABEL DESCRIPTION QTY LABEL DESCRIPTION a 10 D1 KRS-20L-30K-120V + KR6T-SSGC-FF M p 2 S1 FCWS7170-)D(X-35K-2500-CRI85-)(X-D L KR Series KR6TM LED Specifimtion DW Ught - Round 6' Product DacriPt ion The KR6TM LE0 xnutim 4u U Mom Chun Tma 01 Technologyand der- beaNwdL w 9n h, h- Bond bofW r mWm] ana land sWwnmud w„a Irnba. 9 9'/aMY 9 %W Pat' 9 PP IM1e KRSeriur isaroilahle inarori of Menem mwrc roundantl,tareMmsl,ohiM1- eq' R i 9 9 WaSq' ooiansrlaluminum 9eNXVM411m,a Umm mMrg adaplbraemzsory,and aVariety MUiht lm optoats :sfmm deeL lMKSn Gmmragimmnde=nt5N pmntles ncM1, xa:m UghIMY tare t Dnsimm 3]MKt taco%w nalpalNasan nwntiverenxvwm. Perfern.nm Summery UdUs es Cree Rue WTile• Technology leftist OeByefetl Lunlvlm:100d,M Wmm; Defended Wman aulent la towM1m along A SUC type waletlor Input Powen 13-81 warts Emergenry Penermanw: Up to 1.210 Umerm I CA. Minimm w MinNes GI: 90 CCT:27MKMm MKIO MK Conleom:Triac Dimming to 5%, WLlW Dimming b 10%, and Wtmn Ecosystem" Dimmingto I% LimitedMrmnW! 10years on KR6TM Wmlmildl war on accessories LimiWW nt, Emergency Back Up [Did l Year Sells, Dark ToTestregularly in d.s.-with coral des steti e. '_-y mrv.rmqunw AeaaOria F,M4nW wciaya,XPbr ppamalXmFvmn Tfmdlbe K]6••Be. WN mRC9 sln,aer nseepw wrmw'17ummlmWV4.x C �dm� rcremeM•1 119mm.1NmlLam,M Liu aRmNFI NrynM R..-1 WarwW -PeIrN M'nwmmla t-0TmmM MTA .t?U3mMm,m,e 4LLmIMn-a'eebrry:.,amre.na l:.a htm.non.1l.r Ordering lnbrmatign Wardeambmtln and is 35K Idea of twowmwmmtT NommsawreWbe E.amole. XouGm, XR6-xpL 3IX-IlDV-1 W. Rellalm NR6T-SSOC-FF RafleMe MnulepmW NMxaryaealagl IT sure. Il.11a<brFlinn Fmrga Flnlm apllam IT It.... Two mr M1rlxn¢brmal,p NN .nn.M mme.dlwnmmm asM Son SatlnOW cm. FF Namnn mecour WF MTb PoM Isow w.umh owns 5'rsI Relle[br Lumen P.I.H aFA, oar Wlla9e Cannot W. a e aXM 9L Wm M Mm e IeVI IYN,]m Lumee-MUN way -r/Wl IAVxm ty fgL°nb mV NON. lNmwmere -el use M.r M ..A spa me twpwm„w-n Lm - wvm. in MK nW.2JEW Lumure-.IFW a[ fm.m 3amLummw-]e 1prl MK sago L..--11 Lm are.aapwmb -ter onwL aMwLnb giant D wwpk n n9,esefb IL.IIlaLRO..Tate °w,-r mFl m X,�a...rea. derena n,rn rvnlnen,rAnd Lin ..I- he melon M, monb s L,utmE Wm Dnmm -w ImanopeWl,plenaera6ma: mS n, m. r No p'corFl WE 4 InsweressIllemL cR® g DB5 Enabledd CREE _ LIGHTING TECHNOLDGYM TIeMM6-680D h TIm014]3-1234 KR6TM LED Specification Do Light - Round 6' Product SpefJRGtims m1EEWUEWmE .mom Aorerto generate gh aua mhneu ht note Trossinew rerhono W tUght prexhmavdr nmW- combination of Mc.NawhUmi,..Wmq aKhooan 9mte w.MWha mince n9 high Wm sous Wnmry atrvewmmP Imroe. mtwTR momaMATERML • Ise bdghtnas panbef spun Nak aluminum one. 0.06.12mml thick wish welshed ndlus and continuous NG-ibye • Sa tin GWx CWar MZM1 mmard • 2-151mmlepaltuaiM1:oel sa ecwmmatlam eLLemtlam end upmY 174mm1 thick milinw aM pwdd Mibi%in mourning wanin grid • Provided rim quick wonting bncMI far watipnal carrying a nnem • Wain engine. oplim, and driver accessible tram Wl damp ELECIItlGL5Y5TEM . Tend heMn.a9 mr ..send at • TWlXarm9nW Otbnbnl •'tll%al punted • Inputi r:120,27N,orUW 5WWm • Operninp Tempemun Ranwrl8'C-•60'C 107-1047UmlMmum operating temperature With EST option is M I32T1 • 1W SwmCumM: IL 6 Its: BISTA211LdOL: 22mi d tO.11m wwwu • FdrsmntlaM mmwlaibdnprcMm mmwl milWiarycMn en pgeM • Triacaimmingw5% . Continuous dimming W lM ram D-Ise Be wen prnwol . Ise Gmm amfm 9L A 13Lo15cote 20. L.22m • For use with Claim 2dimming gxromsmq • Use only beginning conMWMh fxubalcmnMon ormntm bMMed fir use with LED datums • LWron Ecosystem' Dimming No l% • RkWwwnm ht d ghin OWCMduet/Indmrhm mMmeaen- tlwmUM1dk esor remmmendedtlmmng wmmle and whin M Berk "WM Adjusted Lumen Maintenance' MnMsm 1.K.i Lklierml L,en,m col WF 21 WF lawslel' UK N RewslbF WF Me, Fsal bP 1001(hr E9F WF 0.11 ten ten ten 1. ten lm ..a m Ira Ira ten Ice Ice 14PFl m im has Ira am lm wL Ira 1m 1. am IID w.11 IID 1.w IID tID ten ITC m IID ten IID am tID li m Ira ten Ira am ten ale wL Ira lm caw col ... 0.1'A 142 in IM 1A2 1R Ice Ea 142 Ira Ira lm Ira m'Fl R 1m ten 141 Lit 1m 41L wL Ira a," 0.w aM a.. s l¢ so ten IN, tat ten We as. 1141 I'm IN IAI laid wFl m Ig1 I now lag ten lu.wL I.01 a.w e.w air 0.% wi IWA ten na sin ten -C m Ue 1m Ira 1m am am ;m .m be. E." caw W. AN, OL IN AM lass caw 0." K,G an a.N a.w caw a.w We m e.w caw g.w Aw I caw IN'Fl xin ale a.w a.w IBM Im, uni an a.w a.w JAM 1. 91 ale a.. Ift aM aW we m caw An p.n An an 19113 Ftin F,-.L ale Dn pat an dmdaL caw caw 09( AN Aw dwnr use. m uYmFl NO des.enj mus an., m.ussid As As RFAW MW A WWNTARY 00AUFIGnON5 v*IWXae•evrpumuler. Iv`a^•ma•r-c • WWI U.w sune• waa�`remrie. moms mmma•se ,,Wftk Suitable Air thru wiring 5N12AM 90•C lenced sa. m-Loses i n.o.ae. ma.mmam•Im • Suitable bar damp locations indoor use • Bayles for IMallalinn protected • TNrmelly pwtdea iypv NON IC'n accordance ram AXldv dlD oftlw Type NEC and UL 1598 , R .mend.d coigns 9utM 6.5-1165mm1 • RmulmminWum90•Csuppgwndumm • Moab FOC Pan 15,5ubpn B. Class A Umns fair wMwmd-d ndiamtl .n emnnnl col Yws ^'ren In •Emyyder•m iim with me mWian of 9L, 13L and UK CLT Pear .,,,,.,., xnCli m,..,ft ..eft...I ..rare 'n 111- mm°a.w I.e..e refer iD M1ttAwa+v.arelvastaraov/omtluctfiMer/omtluNnnlfiM-Ode flnum3nsult br solo cumin I Momation • etas=mpWa .0 muumnorykradeltionaldoWW •-GmmmWM.N '-'.,.our..- US: meeriomice.mn T1800)236-6800 MaW, veVamthnocwWdw T1800)4n-ln4 CREE LIGHTING Date. Approved: type: LIGHTIDG Fixture: Proem: FCWS717o FCWS717D EdeYm DecDriWWTa le en lPfiS remtl AOAcwn pliant, ..by to maintain fixhlre that has an impact lens Mtl wceo lions to meet the design Da D 9n requirements our building, D Y 9 .D , 1 mewumd[a im[L l Weight hoWng Exbae:24'11x725'WK4'D 9.25 to$ marine grade mn051011 mis M, heavy gauge hgh p mdlB Law aluminum impact restri W stabilized, opal, polycarbonare tli0usm mount directly 0 standard junction box: m asmry aphicagorla use four(4) 01 A 0.75"¢pang With lead w Om (fasteners cot includert -box by others) IP65:dry,doing, a wet locations with PVC dosed Cell IBM gasket to seal old mmaminams ehelape L'IWIIELMhenphosphate sUb8Deb p1e-twanmlDrOt¢5g with UV stable, polyester powder coal bm Illolaog bgl pFDtICU l fhgYl cogrhptPNlh us 27MK 9mM 35mK 4000K beIM BuOBI 12001m I1800m 12500 RD 38M Ira I5100 on I95%Ing mdme > 70,000 hours/ L70 or bemr cowcmbim7 3-Step Mrldatn Blpw/sbndwdC8285 I oplhwL17g2gOC8 tmgwdbm opO bng:-1S°Fb104'F(-2SCb40°Ig I rims-13'Fb104'F(4MID40a0 SWMM4O'FtD17ff(4 iDw*p Junot Wgw&n 73°COTA25•C wurallhl 5 year limited warranty (War to mNite for IMMb) I I sock FL: four pin pllg-b type mmpwt Ruore Mlamp tnl Damp by "to) balWA fluorementel mie,ULliated baJIWS den GL ballM( bpulvalbge Universe1120.277M 1 optional: 347MC pWeg" pw applyIntegral cafflcatim sWdards pe rcuil niptimf dhq ins interface Class ll, ehKNmlC. high powBrbMr>94%p12W ETUCETL Listed, DEC TIb NJM OWIPIM(My 90CR1 M1npbN, ADA Dappled UL 1598/ CSA C222 No. 250.0-Class 111 His M-79I LM-80 79W 012m-272Y ptatlmum) stndprd 0-1011OVA)I pOmmk ELV(12UVmyyDIAonambub odWDAU pmoreg EmrpM DlNebw:Dnlornln9m.wmmlXtl IlpmamR4abmaard basmX%uxm¢No mtSm 4b Wlkmmlms3ft"In dWg M.m I bedlMrMm RMYmmtllbllpmlelb:'diShVLMeM WwaUmdse, RW 8RN95olmammu Xdwd and paazoC law lNane,Wmrigtiq FC SpedficBtlion Sheet LIGHTma aU80ommw UgMm Manufacturer Sinml982 ;re;• JS Rev. m/13/T018 FCWM70 Seals VOLTME 60URCGTEMPERATURE/LED LVMEX6 CRI FINSH (and DNS 8 ACCE660RIa FCW IM UMV W IM-V7V Up 27K 12DOWmMNOVA Cabs 85CRI BE Buick m 01NDImming(l%) Nor um "w4 3K 18M Lumem p5" N85 SfendaN a Bronze FLY' ELVDlmming'(120i 35K 25M Lumem III CRna 90CRI CC Cuslom Color IMK• Cut Dimming' finlegred 4K 38m L. SIMB SL SllVer MLIV DAD DIra inO'(,Nw ll 51m LT..(4DM WH White Bad Barely Exckup (teMle Mly) 95M Lumem past) a Brushed Aluminum ' Douai( Bi for load lime � • "Ten° to rscmry se, him¢.. Face Options (wWnmdmmrr3rWaMM-stamen modest and mmm main ammm I A Few A(wewmmdmensWralMM . Fast B(awbxmdmemiaro'{Mge/ a Fxegywwxm umermro/u page) FC Specification Sheet LIGHTinc eUSCommemial Lighting Manufacturer Skwelm2 JS Rev. MID&MB ANY SITE PLANE), FLOOR PLAN(S), RENDERING(S), LIGHTING LAYOUT(S) AND PHOTOMETRIC PLAN(S) INCLUDING BUT NOT LIMITED TO ANY PROJECTS) CREATED/PRODUCED BY RED LEONARD ASSOCIATES INC., ARE ONLY INTENDED FOR ILLUSTRATION AND O DOTING PURPOSES ONLY. RED LEONARD ASSOCIATES HAS THE RIGHT TO USE THIRD PARTY LASERS SCANNERS AND CAMERAS BUTACTUAL PROJECT CONDITIONS, DIMENSIONS AND ACCURACY OF MEASUREMENTS MAY DIFFER FROM THESE OR ANY PARAMETERS. RED LEONARD ASSOCIATES INC. ASSUMES NO LIABILITY FOR WHAT 6 CREATED/PRODUCED IN THESE RECREATIONS THIS INCLUDESTO BUT IS NOT LIMITED THE USE OF, INSTALLATION OF AND/OR INTEGRITY OF EXISTING BUILDING(S), SURROUNDING AREA FOR PRODUCT(S) SUCH AS EXISnr4G POLE(S), ANCHOR BOLT(5), SASE(5), ARCHITECTURAL AND SIGNAGE STRUCTURE(S), LANDSCAPING PLANS LIGHTING PLANS FIXTURE SELECNONS AND PLACEMENT MATERIALS COLOR ACCURACY TEXTURES AND ANYTHING ATTRI BUTTED 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 PERSON(5) IN VIEWING OF THIS PRODUCT IS RESPONSIBLE FOR VERIFYING COMPLIANCE WITH ANY BUT NOT UMITED TO ALL CODES, PERMITS, RESTRICTIONS, INSTRUCTIONS, PURCHASES, AND INSTALLATIONS OF OBJECTS VIEWED WITHIN THIS DOCUMENT(S) OR PROJECT(S). SYMBOLS ARE NOT DRAWN TO SCALE SIZE IS FOR CLARITY PURPOSES ONLY. SIZES AND DIMENSIONS ARE APPROXIMATE, ACTUAL MEASUREMENTS MAY VARY. DRAWINGS ARE NOT INTENDED FOR ENGINEERING OR CONSTRUCTION USE. THIS DOCUMENT, ANY RED LEONARD DMWING(S), OR PROJECT(S) IS NOT TO BE USED AND/OR INTENDED FOR ENGINEERING OR CONSTRUCTION PURPOSES, BUT FOR ILLUSTRATIVE PURPOSES Di ANY USE OF THE DOCUMENTATIDN AND/OR OTHER ARTICLES PRODUCED BY RED LEONARD WITHOUT WRITTEN AUTHORIZATION FROM JAYME J. LEONARD IS STRICTLY FROM lemil ■ C LIGHTinci FCwS71 ss AOA LABEL DESCRIPTION _ 2 S2 FCWS7168-X00X-35K-2500-CRI85-XX-D Date: Approved: Type: Fixture: Project: FOMS7168T dor Decor tbmfm W an IP65 Mta ADA cam PI nt a, may to maintain mitre that hasmim resistant lens and faced lions to meet the Duct P design repuiremwd of your building. I a ebeelaPHx72a'Wx4'D 7.5 b man negrade. corrosion msistant house gauge hioh a.. on napact mothers, UU VATI.z itIv admins, dried, 91KJ1.1 moots dispollyt Mndardjunction be, oreponor applications la four (410 25' 1075' strews with leadMmoft dame 6 not W.1 tied, no., by ati IP65:dry, damp, for Wet locations with WC closed cell fallen gasket to seat out mMmillant six sloe Nbmial Eon phosphate substrate pre-Dea prows With mstaj polyester powderlxMt INIStlWd11NNOM guepM 1101®IDg him Mores IbODlaa fnigh edwagapenbMe 2K mw NOOK 4m NO kff=MW 12m1m I immm 125man I man l edges. >7R000 bwm/ VO or seder %tap MacAdam Ellipse/6Kan M2ea I opt :mkwm appaing:-13°Fla 10/°FI-�r°CIadOL7 MwtVp:-13°Fb1e°FFZI°gbdg°CTIMXEpX-dg°Fb17B°F(�0°CbBO°L) MI T'25°C 5Y limited warranty lydel to Mbsae im denF4 Meet glair MlNkY11Ua tNopomwm )W"M topMftM vernally YpD1YNl�la Mlh ll 120 277VAC I optional 347VAC integral) blepml Class ll electr<Iic high poweriectw> 94% a12W EThETLLEANI CECTme24dA5Pomgiamamrgma WtaplNs),MCMpWd U1.15i CSA C22.2 No. 2511)-I 111 IES IM-Ml/ 4gMe12m-277VImaamum) WtlaR Di p Bit I opI E V OM onM/DM(pmnpb ffhk[AI MX Mat pbFwbpply De1D01edgON obndalda poNarp mpsm dumpish InWbn ©QUICK SHIP PRODUCT visit ardighedforom ow to continuous aev"oni and Imprmemmlls.spnaictions are znbjrctmewrwwnandYL m LVI.elww an rurcid W W Muse AT spomhacmes MMO MjM sRrmutt We bef tiaa e0eement lu IT Llyl,ln,y lHlns n'q LPta, W tl. sVd US Canxnwc6l Lighting Mmuf mr Nl 1882 SpmghNftn Sheet e FC LlgWN, Inc. SIM swenwn ave • W.aMrba 11-W174 I fcraYMng.mm Bm.8m.17M KW R. UM19 FCW871M SERI6 VOLTAGE TEMPERATURE umm Cm FlRSR DPTIOMSa AmESanlea rcwsna uW Ia1M-zm Mo nK lam mX.pa11 mWe sea w eWA W o-lweamAunw um mTff"w an lawmmOm CIM mm a Ba¢e W BYmmwomoM wK Nwmmm Mm a DmmmW sow wacmmwbXN W IN 4000 mmA1613M St. OUT Nu mu..11DmlamM fiial Woods (IM WM %hla aR NMy NEbNPXmkAIM M alMvder14rn 'amsV kawy (akatlaa )FACEINCLUDED OPTIONAL FACES I� I IIIII I1 � �I Consult Facto for others bons and configurations. w P ben MmwpmarueIC wersfor your soundsefi een d criabuttlyrequeappewOm mAer.W,Rw,mbdum WI'm ba ruled to lu ..0. mouMognetS melealMsl remewid, © NWICK SHIP PRODUCT Visit icrighbng.com Zudon Venitales Meemmeemnl mN Be LAmM1aaen9gRoss soopal I* a.uMeamdng..asw„mq. rc Lgww,.n.®undgmmolnrwwandaeMMmewwi,mtnrawnnm num.. US CAmmemiel Lighting Menldenumr silks lag SpmpYrcation Shed e FC Lighting, Inc. 3Cio9 swenwn eve • m.dwrWs II • W174 I MlgMng.mm Miguel KW Rev. 072319 PROJECT NAME: WAWA ALBEMARLE COUNTY V, DRAWING NUMBER: l R L-7277-S 1-R4 Wawa (n Z O (n > 01 OIz O M N e7 N LU Q Z O (n U LLJ Z O Q U N OU Do �X n O U a O of of p0 1, 0 co 0 O } W IY U) p of J O_!n � 0 W Y w003 Y J N 3 O UJ N O O r Z M C IZ ~ N O U N y O � 0 � cn O 00 Of LC) F- Cn > M11T } a1III`0 Q a m LJ LJ w _ O CD 3 1' O •¢ cat a w Ul O O U f< W Z 2 J N Z <7 111 1 U 1�1 > tee/ i N i.a4.a W W IIZ W W U W V J Q W M J Q SHEET NUMBER C L-501 } c m m N O_ u W he 0 Q Q Q U C O C O T W E Y 0 QTY LABEL DESCRIPTION - 1 1 1 nk 3 W7 SEC-EDG-3M-WM-04-E-UL-)DC-350-57K fn a ° _ 1 W2 SEC-EDG-3M-WM-02-E-UL-XX-360-57K O o 6 W3 SEC-EDG-3M-DM-12-E-UL-)DI-350-57K s W 3 n 0 N O C m N O O m m Q U O O L o N s h N Cree Edges Series �� �Q Z E LED Security WELL Pack Lummaire nr Wn:V6 rd99/2019, > Y LEI PretluR Description me Cree Edge• wag mount lummai a has a sum. low unable design. The lominaire and caps am fn p Z made cam ruggad aia cast aluminum with integral wealbemigm LED it, fompatlmemsand Iign Ld p 0 p1-Bores. Performance an.. um raaual...... nuiq designed In, LED appocalmns. Ncu¢ingaragged aluminum. Includes a lightweight mounting nnv fair installation neerMandand and mud rang single gang _ Secures W eragMith four 31 Phounlsenws(endosed. Cpntluit assonant top, Wnom, -, U= N p U_ Do 0 _ sides and rear Albnmaunting for uptight OrdbanlNJM Designers and approved fornry thm%hM1wiring Includes kaf/tlebris p (n U guaN. Applicable— Central, area an secumr lighting a 0 o v i - IJ of p c PorfirmanraSummary N ao Z LO = O Patented NdnoDplifa product i¢fnn010Q' O Awarded in the U S A of U S. and imported nrm 1E.9' Z ~ cal: Minimum 9g CAI 1666mN C) J O p N -p CCT:6uDOKE1-3o0KL5a00Kl•/-50DYJsaMeM N J 0 umuedwferranM;10 wars on wminaire/IDyears an Coamst Delmcuard^fimar }� Z oLd near o, .e on .o omM. ,.:,,..,..nn,m, W p C >i fl Y p m } = A rcessoriss Imdiinml J U ., msNm esWnw x.xxuAm— u.eFCslw Op 0 O waHFLT12T-Ir Cammisquam r Ns .:PLna--1{'keemmiseuam •u=mtlLLlmpl.m.:nm.ra. N J J y -emcee nob. SAW yeas pWmmmAemumam.l.nn. a minimm aylpxy ✓wah heWmnm mulntl OJ N _ NrrNNw p OOn r I E J D U u O m U N ED r Ordering Information Eumple. SEC-EDG3M-WM-ObE-DL-Stri m C C O O N c O Q N U L Net untral L N O rasper C N L U O C O O N Z m � � u m H of N N O U V o 0 UDO 0 C@' CREE " LIGHTING o w ~\ > L 0 Ie:WWYgm�lemlzl6-mop Of LC) U% Q M m dW Imed]3-ta< a� 0 O m n a< w o w 0 o S O-) _, 0 3 V 3 1 0 Q N Q w 0 r Cree Edge' LED SgwrkyM11 Pack Luminaire C o E) s L 3 Product Specifications, DO OCmslmellpNeluMm • Slim. W profile design In " • wmisdar Addy managed! of. rssl Armed. Mtn lnWnL M 0 wMM1ertight LED tlimr mmpattmem and high peAomnrce aluminum M _ heN aides Vacillating, designed bar LED arPDmtlns _ 6 • HasingistuggNaWminun • Fumishad wish low capper, light neigh mundane box dnigned for > C Instigation o.er Anndard end mud Ong single gang J-Bores _ D • Uminabe can ales M dlncl mounted to a wait and surface vnred U M • S¢uns Is-11 with four W16- (5mml s[2.e glistens) V^` ODefended aniry ham lop, bottom. sides, and tur _p p • 011mn mOUMingforupligM ordawnllghl • Designed and appmred for easy tM1mugh-wiring CL lnclutles Indlie bris guard 1 1 I Yo E.nusin LemmaroetteDaad iab Matures an E.Caa occur prime, W with an uNntlurable powdertopcadE pmntling eaMlent rtsstance n, -� .0 ugrana@ldegratlation antl abrasion, DlacN.brvnie, silver and M whiha eyeaike" m WWgWSee Dlmeddemmd Weight Chart on page I EIECIIBCYSYEIFM Ip y talgtYNbptlg0-31N or361-IBW.50/60Hz. Clmal tltiwn • THAW pMAr:50.9ai Mg M.g • THAI oho DgMJ-BaW1%etlug bW O Intgralxw[M1artlgM J-Bm[MM Wtls lMn nuW rornryPdwurltnk lnt"mi up �' Integral lOkVsumsauppinabn proMmionaktMard O e o Aiow /tin artype LlD bnakersit[uW U dt.Oddl.ib..hou ht b.naadti ,ifiromanrurnm ConsulihMryif in-lumi:uirtiusing is mquirtd N l W fro rdAmt201E01350mAI: tOmA; Q 2CTFD Sn opLEp S]5 d ]oo m/J antl 60.1ID LED: o.15mA mAj N y sswscmnmt:rP::Host+-tn.lm:P..anMa..:tanrvmm�va RE001ATalYAYOWNTMYOUWNtlTNM4 y.tw C_ cULus Listed �m • Sul le,Sagg oars L art • Meek FCC grtl5, Subpart B,CMSADmgsrorwntluchtl and ntliaktl FOCPart oral ns V M u En[IownnbdlP66 pn IFC 60629 xAm eNennwithwaPm PML I • ANSI C13s210fiffeulge pmlectlon. tWedlnaaa,darm.wah lEVE/Alxsl Car C6g.61.R m • Wmineieand finish endurance tsi M wgbintl 5,000 hound W 0 eMnted ambient si mtlmlOm ndMned loading Standard B ll] V) • DM,.ilMtl Mth..SKUi%Mr. NM-JM ..designughU.otgl=mWNrmWsl ntink.aan C N • Meek B,y .d.nt uimnn%"hln ARM N E •�nlssoMlnwuMlxawn..ner..,mnunlwm- J Q ` �. H W y m Ces. m arnm'pmeeravx:m Ov as txxammnmxn,Mem m—• nw•�„ee-n Q oz. eaam�mmy orry u� 1.rn aemm�a owumWw ears O Ferrer tier n[�•=MI.,iie: war seed e::era aemiesamm z DO Eammmd-Lann rams:ere-d,,mmnmed..m...ionod: mmmm�mtlMLn F- O (� J C � N N r INLU J c U • N d U5; veetinMlneenm pop i36-680p CREE LIGHTING Omed. entli.m'm.unWeam koOl m2-tvt 1 N ' r 0 O m \ v J °o S N o� m Z Y ANY SITE PLANS FLOOR PLANS RENDERINGS LIGHTING LAYOUT(S) SAND PHOTOMETRIC PLANS INCLUDING BUT NOT LIMBED 70 ANY PROJECTS CREATED RODUCED BY RED LEONARD ASSOCIATES INC.,RE ONLY INTENDED l ). I ). I b tt l I) 1 1 /P PrzaecT NAfv1E. Q W T O so R E D L E O N A R D FOR ILLUSTRATION AND QUOTING PURPOSES ONLY. RED LEONARD ASSOCIATES HAS THE RIGHT TO USE THIRD PARTY LASERS, SCANNERS, AND CAMERAS BUEARUAL PROJECT CONDITIONS, DIMENSIONS, AND ACCURACY OF MEASUREMENTS MAY DIFFER FROM THESE OR ANY PARAMETERS. RED LEONARDASSOCIATES INC. ASSUMES NOLIABILITY FOR WHAT ISCREATED/PRODUCIEDINTHESE RECREATIONS. THIS INCLUDES BUT ISNOT UMITEDTOTHE WAWA Uj N a II USE OF, INSTALLATION OF AN D/OR INTEGRITY OF EXISTING BUILDING(S), SURROUNDING AREA FOR PRODUCT(S)SUCH AS EXISTING POLE(S), ANCHOR BOLT(S),BASE(S), ARCHITECTURAL AND SIGNAGE STRUCTURE(S), LANDSCAPING w N 0 \\ ASSOCIATES PLAN(S),UGHTNGPAN(S),FIXURESElECTON(S) AND PLACEMENT, MATERIAL(S),COLOR ACCURACY, 7EXTUBE(S), AND ANYTHING ATTRIBUTEDTOPHOTO REALISM THAT ISCREATED. FURTHERMORE, RED LEONARDASSOCIATES INC., DOES NOT ASSUME LIABILITY WHATSOEVER FOR ANY PURCHASES MADE BY CLIENT BEFORE, DU RING, OR AT THE CONCLUSION OF THE PUBLISHED WORK. THE CUSTOMER, ITS RELATIVE AFFILIATES, AS WELL AS ANY OTHER ALBEMARLE COUNTY \/ tnJ VA z u PERSONS) IN VIEWING OF THIS PRODUCE IS RESPONSIBLE FOR VERIFYING COMPLIANCE WITH ANY BUT NOT UMITED TO ALL CODES, PERMITS, RESTRICTIONS, INSTRUCDONS, PURCHASES, AND INSTALLATIONS OF OBJECTS VIEWED t Wiiwa O (q s 1340 Kemper Meadow Dr, Forest Park, OH 45240 WITHIN THIS R PRONS T ARE NOT DRAWN TO SCALESIZE IS R CLARITY Y. SISN AND DIMENSIONS ARE APPROXIMATE, MEASUREMENTS Y. DRAWINGSARE NOT DRAWING NUMBER: O (, OFOR ENGINEERING LEONARD N USED FOR ENGINEERINGCTUAL INTEND UCTI N USE USEDAND/OR CONS TRURIONPURPOSED. FOR DRAWINGi OOSES PROJEC RUCTION INUSTRATFE RL-7277—S1—R4 513-574-95001 redleorard.com AYMEJ. LEOR IND/ORREDLEONARDDRRODUCDORED LEONARD ITHOILBE PURPOSES AUTHORENDEDIZATION ILLUSTRATIVE PURPOSES DNLY. ANY USE OF TH600[UMENrATIDN ANO/OR OTHER ARTI[lFS PRODUCED BY RED LEONARO WITHOl1E WRBTEN AUEHORIZATION FROM IAYMEI. LEONARD IS STRICrLY PItOHIBRED. DNLY.RCONSTRUCTION DOCUMENTATION 3 J 0) N S Q � G • W 0 O Um/ Q C N m D SHEET NUMBER O 0 r CL-502 a ~ IEDCmMh101 Oen'A• wagM Yx 99'Ix51mM mW.B.11P1 M I1.Y IXGnM albcllp.blpl W 119'DmmM Y614111Ag1 m IL9'11p4nM nI411 x.xb1 tp Ix.PNMmM xx Inc Di.11pl 1i nv DmmM alsncaad SEG®6 %M F Lay w.am Apia Nn.tM [aura z.m. vnM. g� Gram WIN WD®a 91 %ll 0 f OIL N! i0 nM 0.1W AIm::ang Readmission NYINouM a BW aEArA -Cnnoahvotnen Urrwea txo-xrn se PF a m -.me.m lnmm��g:e.slAal m,miN TrP.IIxNNaran umwrw � �uuanae a � w -aa:ixswM maolFm din - ,in vni N9-9mY N ry.IlsMd ae pp NM. w% WP xoAnA prarvuta: v.muaaa ry.IlsMn.mLs NW Wine raaikbmMN maplem vxA r:xn+�nm,w xmtwm � MtlwnlyF�appN'Nrvv TyplllxnYam -IMeMetl Np p4N re TypIIIN.Ium V&S -Ninanumm[x� W -COW pmpenwrepr Wnlgln Typ NNe9um Typ NNMumral5 II'�I�II'�II�II�II'�II'�II� peeFilge•Serin AmAeM/djuned Wmen NeinlxulNa' MnM.R �� aKnr ILtytta8 LNF Kim Rq:tbA LMF labor nxnr Fammah8 WE ImKn. FatitM.P LMF 6'CMI'p I.W 1M AW aW aW IPC W'n LID LAN AW aW aW tetpr•p mCl/d'p I.M A. AW aces na ]h'C VTFl I'm 0.91 ovn AW 0.tt y 0 O Q C 0 E 0 x T v Y O a ° 0 5 3 a N 0 ° 0 v v a 0 E 0 x T E c 0 0 a ° 0 0 c 0 C O 0 N O 3 $ z° Q C J � 1 .. J' 3 Z z 5 Q J 3 1 _ C N I 0 1 O v Y 0 L o �v o u c 0 J `m 0 0 a n` E c v � � o 0 0 ° N T � N v � 0 ° O n L N I n ° U 3 U y D L 0 U o s N 3 O I p � n C ° I n J � Y n 0 N E v L `o p O y C � y V c L v —> n � E v o n � E Z Q N J � 1 � c Z ° - N Z ° QC w L H � 7 v 0 a o v O � J � m o ° y c 0 � y n a v C N O L U n 0 5 c m 5 � 3 L 0 0 J y E n � 0 p o o r i ~ �ru `�IIIaIIIICI��Tilll�h j1II:/IIIIIIIGIIIIIII IIIIIII ®ql \ �I� ► �` ©( �``�` 011 • ��� 11 © �� 0 ����0 © ! I p • �� Qi �0 IIIIII!'I"p!rlVpl I maII� IIry.�' IIIIli7� /Ii�'I1 I � • � �, �� �II[t� I� wa • to : �'2.26 ACRES • o'� �'��1;I;' r MEAN 48 WAWA SPACES • u u ! .Ord �% C C C ®• FIFE: 457.05 � � � � � I��•�•i�•�ii� I III I Inm �1 �II1 •�l �. .."�� � <r��-'TA sell I- A A IIRIi�►\■'��11.�w�nar.:��•rvvmvv_.w�>r.�•c'aran�• AO(1 �ItsCC�#� tFt�� MAIM •- .�,3.—r�ii�iF�ii`.. ..�._.;a7�' �- •' � � •�. 0 •- i / l IO -�lBggo �E 8 GS�ATE6oR� / l 443 20 / wcsIT - 45 1 445 12 446 41 1 141 vOG X SS l� 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. GS 2 Gleditsia triacanthos inermis'Shademaster Shademaster Honey Locust B & B 2.5" CAL. MIN. Strong Central Leader, Matched. QR 4 Quercus rubra Red Oak B & B 2.5" CAL. MIN. Strong Central Leader, Matched. QW 8 Quercus x warei 'Long' TM Regal Prince Oak B & B 2.5" CAL. MIN. Strong Central Leader, Matched. ORNAMENTALTREES I QTY BOTANICAL NAME COMMON NAME CONT CAL/HT REMARKS LI 5 1 Lagerstroemia indica x fauriei 'Natchez' Natchez Crape Myrtle Multi -Trunk B & B 8' HT. MIN Strong Central Leader, Matched. PY 15 1 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 32 Abelia x grandiflora 'Compacta' Compact Glossy Abelia CONT. 24" HT MIN. Full To Ground, Dense. IC 33 Ilex cornuta 'Burfordii Nana Dwarf Burford Holly CONT. 24" HT MIN. Full To Ground, Dense. IG 25 Ilex glabra Shamrock' Shamrock Inkberry Holly CONT. 24" HT MIN. Full To Ground, Dense. IV 27 Ilex verticillata Winterberry CONT. 24" HT MIN. Full To Ground, Dense. IT 21 Itea virginica'Sprich' TM Little Henry Sweetspire CONT. 24" HT MIN. 1Full To Ground, Dense. PL 14 Prunus laurocerasus'Schipkaensis' Schipka English Laurel CONT. 24" HT MIN. I Full To Ground, Dense. RC 22 Rhododendron catawbiense Catawba Rhododendron CONT. 24" HT MIN. Full To Ground, Dense. GROUND COVERS QTY BOTANICAL NAME COMMON NAME CONT SPACING REMARKS HXS 65 Hemerocallis x'Stella de Oro' Stella de Oro Daylily #1 24" O.C. JHC 332 Juniperus horizontalis Creeping Juniper #1 30" O.C. PAH 89 Pennisetum alopecuroides 'Hameln' Hameln Fountain Grass #1 30" O.C. SSL 162 Schizachyrium scoparium Little Bluestem #1 30" O.C. __-a ABET (VA) CHARLOTTESVILLE-1165 PEPSI PLACE, LLC D.B. 4722 PG. 213 D.B. 2359 PG. 589 (PLAT) PARCEL2B0 ZONED: C-W0 COMMERCIAL PARCEL USE: CONVALESCENT HOSPITAL SITE LIGHTING, TYP. 47 SOFT L ED AREA — AR � FENCE MEANDERS ALONG P/L Q2 40' GAS LINE EASEMENT D.B. 290 PG. 434 D.B. 421 PG. 500 D.B. 1683 PG. 337 ` EXISTING TREES TO REMAIN, TYP. TREE PROTECTIO\ FENCING, TYP. SEE SHEET \ O 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) 7.0 Large Deciduous Tree (1 per 50 LF) 6 Large Deciduous Tree 70.4 Medium Shrubs (1 per 5 LF) 80 Medium Shrubs 1Y LANDSCAPE SETBACK ALONG ROAD. LARGE SHADE 10 352 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 N/A Ornamental Tree (Interspersed) 4 Ornamental Trees' ORNAMENTALS (8' HT.) & SHRUBS 5' OC. 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 u 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 10% 9,845 SF Tree Canopy Existing to Remain 0 SF Tree Canopy Provided (Total) (Refer to Tree Canopy Breakdown) 10,124 SF TREE CALCULATION BREAKDOWN Qty. Type Size 10 Yr. Canopy Coverage C 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 Thuja occidentalis 'Smaragd' 8' Ht. Min. 10 SF 130 SF Total: 10,124 SF GRAPHIC SCALE IN FEET 0 15 30 60 1"=30' O 01 0 M N M N LZQ z, 0 V�o �z 0 Q O N OU �IX 00 p 0 a o I Z z of D0 O � Z— O LL W 0 W Y WOOS Y J N 3 O pJ N O0O DBBIE D. ROACH LIC. No. 1870 09/la/2MI Z Cn (f) ~ N O Q LLI O i O cn � � � \ O > m Q Q � � w _ a CD 3 6 Y O a v1 a w (U/l O O U Z I0— V `Z_ 1 Z Q J 0. 0 0� Z LU N W W z Z LU U O r� Ld W 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 ° 0 N ti c ° a v 0 `o T 0 0 ° 0 0 O 3 0 � N J O Q � o � C 7 w z _ 3 z Q J ° i 5 3 n E J U 0 o r � C o ° _ w u � o Q J � a n ° c ° m E o '- L � 0 0 c o 0 T V v 0 O o ° I � n � o 3 J o L � 3 I `o p � v > o J I ° => o L. a Y a U N ti 0 L 30 � O )o T c O V � U n Ji F � N n 0 E o � N y n o n m J_ E Q z ° z ° J 1 � r n w I � i v 0 o O � J � N ° o ° c v y c 0 � y n a ° ° C N O L U n ° 5 c � 5 � 3 L 0 0 J y E m � ° p o or I - 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 p N z O w ofz 0 M N M N LZQ z> O cn 7 �z Qo U N C) m OU 00 C)co U a 0n z 0 00 O r, Z— � w Of7 J O_ U1 � w�03 Y Y J N 3 0 � N O 0 0 0 r DBBIE D. ROACH LiC. No. 1870 09/la/2MI Z (n (/) Q�: ~ N O H H p Ld O O Ln o 00 � cn > m } a- Q Q 0 p \ w w Z Z y Y O a U) a w U Ul w O D O S U L0 0 0� Z I11 L.L N W WW I'z W �� O 0 U W V J Q W m J Q SHEET NUMBER CP-501