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SDP202100073 Plan - Revision 2023-02-13
C 0 N y Q O C O C O I T N E Y O T L ° 3 O L j 0 L N E6 0 U O ° a 0 E ° I a E Y 0 0 0 0 C O O N 0 .L. ° � Y � 3 _ n s Y 3 � m J E ° _ o I � a U C � o L ° � C C o � `m Q o E n � c ° 0 ` L o° N c a -6 ° p, a ° � n ° L O I 3 L ° L � 3 0 c o I D � n � h >a _ a J z 'u Y a s Lo 0 n ° c h v' N N a U N O L E � N n o Y N J � i a = m 3 n O J U o° L U Y � 0 n a � o L U n v L c �5 L j Y � n s O p E n E U ° O L 1 ~ PROJECT CONTACT LIST 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 GREENBRIER LLC RENAUD CONSULTING 8605 WESTWOOD CENTER DRIVE, SUITE 410 VIENNA, VA 22182 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 J1ENNINGSTEPHENSON P.C. Y V LAND SURVEYORS `�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, 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 VICINITY MAP 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. SDP202100073 FINAL SITE PLAN FOR of / PROJECT LOCATION VICINITY SCALE.- 1 " = MAP 500 0 1215 SEMINOLE TRAIL RIO MAGISTERIAL DISTRICT ALBEMARLE, VA 22901 DATE: 02/09/2023 SHEET INDEX FINALSITE PLAN SHEET NUMBER SHEETTITLE CA-100 COVER SHEET CA-101 GENERAL NOTES CA-102 ALBEMARLE COUNTY GENERAL NOTES CA-103 SPECIAL USE PERMITAND ACCESS MANAGEMENT EXCEPTION CV-101 EXISTING CONDITIONS CE-101 DEMOLITION, PHASE I E&SC PLAN, AND PPP EXHIBIT CS-101 SITE PLAN CS-201 SIGHT DISTANCE PLAN & PROFILE CS-501 SITE DETAILS CS-502 SITE DETAILS CS-503 SITE DETAILS CG-101 GRADING PLAN CG-501 STORMWATER PROFILES & CALCULATIONS CG-502 STORMWATER DETAILS CU-101 UTILITY PLAN CU-501 UTILITY PROFILES & DETAILS CU-502 UTILITY DETAILS CL-101 LIGHTING PLAN CL-501 LIGHTING DETAILS CL-502 LIGHTING DETAILS CP-101 PLANTING PLAN CP-501 PLANTING DETAILS SITE PLAN REVIEW STATUS SUBMIT DATE INITIALS REMARKS 04/05/2021 CBB 1ST ARB SUBMITTAL TO ALBEMARLE COUNTY 04/05/2021 CBB 1ST ISP SUBMITTAL TO ALBEMARLE COUNTY 09/14/2021 CBB 1ST VSMP SUBMITTAL TO ALBEMARLE COUNTY 09/14/2021 CBB 2ND ARB SUBMITTAL TO ALBEMARLE COUNTY 09/14/2021 CBB 1ST FSP SUBMITTAL TO ALBEMARLE COUNTY 11/19/2021 CBB 3RD ARB SUBMITTAL TO ALBEMARLE COUNTY 11/19/2021 CBB 2ND FSP SUBMITTAL TO ALBEMARLE COUNTY 11/19/2021 CBB 2ND VSMP SUBMITTAL TO ALBEMARLE COUNTY 12/10/2021 STM 4TH ARB SUBMITTAL TO ALBEMARLE COUNTY 12/29/2021 CBB 3RD FSP SUBMITTAL TO ALBEMARLE COUNTY 12/29/2021 CBB 3RD VSMP SUBMITTAL TO ALBEMARLE COUNTY 03/17/2022 STM 4TH VSMP SUBMITTAL TO ALBEMARLE COUNTY 02/09/2023 STM 4TH FSP SUBMITTAL TO ALBEMARLE COUNTY TOTAL NUMBER OF SHEETS: 22 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 TRAIL, CHARLOTTESVILLE, VA 22901 ZONED: C-1, COMMERCIAL MAGISTERIAL DISTRICT: RIO APPLICABLE OVERLAY DISTRICTS: ENTRANCE CORRI DOR AIRPORT IMPACT AREA STEEP SLOPES - MANAGED SPECIAL USE PERMIT: SP1991-00069 EXISTING USE: SERVICE REPAIR GARAGE PROPOSEDUSE: CONVENIENCE FOOD STORE WITH SERVICE STATION BUILDING SIZE: 6,049 SF BUILDING HEIGHT: 33 FT± TOTAL SITE AREA: 2.26 AC. TOTAL DISTURBED AREA: 2.62 AC. TOTAL IMPERVIOUS COVER: 1.74 AC. ± (77%) OPEN SPACE: 0.52 AC. ± (23%) STEEP SLOPES: DISTURBED FLOOD ZONE: THIS PROPERTY APPEARS TO LIE IN FLOOD ZONE "X" AS SHOWN ON THE FLOOD INSURANCE RATE MAP, MAP COMMUNITY - PANEL NUMBER 51003CO278D EFFECTIVE DATE: FEBRUARY 4, 2005 WATER: ACSA - MECHUN K CREEK-RIVANNA 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 VIRGINIA STATE 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): RIVANNA 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: 15PACE PER 100SQUARE FEETOF RETAILSALES AREA FORTHE 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 20SPACES 061WO-02-00-002BO EXISTING PARKING 56SPACES 061WO-02-00-002BO MAX. PARKING 78SPACES 061WO-02-00-002BO PROPOSED PARKING 56SPACES +20SPACES =76SPACES TRAFFIC DATA AM PEAK 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 111 w Q U) z 0 U) w 01 6 z 0 i� N M N L..uQ z� O Ldo W Z ~o co c c O Nn U a z CD Z N O = Q zLdow W c O (n J :�E ~ LLi Y Z O Y cn � J N � O } N Q _n M O N RYA PT�/ERKINS LIC. NO.046565 OZ/09/2023 0 0 0 cn 0� �o o� d �� N m } m QC O Q 0 m o _ N w z z Y 1 O ¢ N ¢ w 0 0 0 U W W 2 0. W O U 0 ll/ Z Q W CV m W ZW ~ W D 0 nooz z 0 1..1. L d J Q Ld m J Q SHEET NUMBER CA-100 C N N O 0 0 a - 0 `0 T E 0 T a 0 D 0 L_ 3 a 0 0 0 0 0 a - 0 `0 T E a 0 0 - 0 C O 0 N `0 � - D D 0 n 0 z 3 J Q Y 0 z 5 Z 3 V N D 0 Q J N N - W C 0 0 L w 0 C O o c 0 n ` Q 0 `) o I r° L C n N C 0 0 l `O D N N 0 1 a w N -o 0 n a 0 0 a 0 3 H V ._ D 0 D s 0 3 c W `o I - 'o 0 n 0 h h C O > o a I a Y 0 Y 0 a E0 5 n o i6 v E .4 0 0 r) C y 0 1 v N Z) 6 0 `0 0 3 L n 0 0 1 0 n E 0 C z J o Q 0 r z 0 z � 'F 0 L C Q 0 w I 0 0 C 0 0, J .0 0 0 c - .. C 0 0 0 n n 0 0 N C 0 0 n 0 n 0 5 c W y a 3 0 « I A s v 0 0 J 0 .% 2 0 E n 0 p o o i CONSTRUCTION STANDARDS 1. ALL CONSTRUCTION METHODS AND MATERIALS SHALL CONFORM WITH THESE DRAWINGS, PROJECT SPECIFICATIONS, WITH ALL CURRENT APPLICABLE CODES, AND, UNLESS OTHERWISE SPECIFIED, WITH THE LATEST REVISIONS OF THE FOLLOWING REFERENCE DOCUMENTS: A. ALBEMARLE COUNTY CONSTRUCTION STANDARDS AND SPECIFICATIONS B. ACSA GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS C. VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT) ROAD & BRIDGE SPECIFICATIONS D. VDOT ROAD AND BRIDGE STANDARDS E. MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) F. VIRGINIA WORK AREA PROTECTION MANUAL. G. VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK (VESCH) H. VIRGINIA DEPARTMENT OF HEALTH (VDH) SPECIFICATIONS CONSTRUCTION NOTES 1. ALL CONSTRUCTION SHALL CONFORM WITH APPLICABLE STATE (INCLUDING VDOT) AND LOCAL CONSTRUCTION STANDARDS AS IDENTIFIED IN THESE PLANS. THE CONTRACTOR SHALL OBTAIN ALL APPLICABLE PERMITS AND LICENSES AND MAINTAIN COPIES OF THEM ON -SITE AT ALL TIMES DURING CONSTRUCTION. THE CONTRACTOR SHALL MAINTAIN A SET OF CONSTRUCTION DOCUMENTS, SPECIFICATIONS, AND A STORMWATER POLLUTION PREVENTION PLAN (SWPPP) ON -SITE AT ALL TIMES DURING CONSTRUCTION. 2. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THE PROJECT WORK SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIVE TO THE SPECIFICATIONS OR THE RELATIVE CODES, IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD IN WRITING PRIOR TO THE START OF CONSTRUCTION. FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUTE ACCEPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF WORK AS DEFINED BY THE DRAWINGS AND IN FULL COMPLIANCE WITH LOCAL REGULATIONS AND CODES. 3. ALL DIMENSIONS ARE TO FACE OF CURB UNLESS OTHERWISE NOTED. 4. ALL PAINT STRIPING, PAVEMENT MARKINGS, AND SIGNAGE SHALL CONFORM TO THE "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES," MOST CURRENT REVISION OR AS OTHERWISE SPECIFIED. ALL REFERENCED SIGN STANDARDS ARE TAKEN FROM THE "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES". ALL NEW SIGNS SHALL BE MOUNTED ON GALVANIZED POSTS AND IN ACCORDANCE WITH STATE AND LOCAL REGULATIONS. 5. THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING UTILITIES ASSOCIATED WITH THE PROJECT WORK SCOPE DURING CONSTRUCTION. AT LEAST 48 HOURS PRIOR TO ANY DEMOLITION, GRADING, OR CONSTRUCTION ACTIVITY THE CONTRACTOR SHALL NOTIFY "MISS UTILITY" OF VIRGINIA ® 811 FOR PROPER IDENTIFICATION OF EXISTING UTILITIES WITHIN THE PROJECT SITE. 6. ANY DAMAGE OCCURRING TO THE EXISTING SITE INFRASTRUCTURE ON THIS OR THE ADJACENT SITE DURING THE CONSTRUCTION OPERATIONS AND/OR MOBILIZATION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. ALL EXISTING DAMAGED ITEMS INCLUDING CONCRETE AND/OR PAVEMENT SECTIONS SHALL BE RESTORED TO THEIR ORIGINAL CONDITIONS PRIOR TO PROJECT COMPLETION AT THE EXPENSE OF THE CONTRACTOR. 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPLACING WITH MATCHING MATERIALS ANY PAVEMENT, DRIVEWAYS, WALKS, CURBS, ETC. THAT MUST BE CUT OR THAT ARE DAMAGED DURING CONSTRUCTION INSIDE AND OUTSIDE OF THE LIMITS OF CONSTRUCTION. 8. ANY AND ALL UTILITIES AND/OR OBSTRUCTIONS (POWER POLES, TELEPHONE PEDESTALS, GUY WIRES, WATER METERS, ETC.) THAT ARE REQUIRED TO BE RELOCATED OR ADJUSTED DUE TO CONSTRUCTION SHALL BE DONE SO AT THE OWNERS/DEVELOPERS EXPENSE. 9. SLOPES WITHIN THE LIMITS OF THE HANDICAPPED PARKING AREAS SHALL NOT EXCEED 1.5% IN ANY DIRECTION. CROSSWALKS AND SIDEWALKS SHALL HAVE A MAXIMUM CROSS SLOPE OF 1.5% AND A MAXIMUM LONGITUDINAL SLOPE OF 5% IN DIRECTION OF TRAVEL. SLOPES IN HANDICAP RAMPS SHALL BE BUILT IN CONFORMANCE WITH ILATEST ADA CRITERIA AND LOCAL DESIGN STANDARDS. 10. THE CONTRACTOR IS RESPONSIBLE TO REMOVE ALL THE REMOVED/DEMOLISHED MATERIAL FROM THE PROJECT SITE AND DISPOSE OF SAME IN A LEGAL MANNER. 11. TYING TO EXISTING PAVEMENT: EXISTING PAVEMENT SHALL BE NEATLY SAW CUT TO A STRAIGHT LINE AND ALL PAVING ON THE NEW PAVEMENT SIDE OF THE CUT SHALL BE COMPLETELY REMOVED AND REPLACED WITH SPECIFIED MATERIALS. THE CUT LINE SHALL BE FULL -DEPTH AND COATED WITH A TACK COAT TO FURNISH A BOND BETWEEN THE EXISTING SURFACE COURSE AND THE NEW SURFACE COURSE. VDOT GENERAL NOTES 1. ALL MATERIALS AND CONSTRUCTION WITHIN THE PUBLIC RIGHT OF WAY SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION'S ROAD AND BRIDGE SPECIFICATIONS, ROAD AND BRIDGE STANDARDS AND VIRGINIA WORK AREA PROTECTION MANUAL. 2. LAND USE PERMITS (LUP) SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION PRIOR TO BEGINNING ANY CONSTRUCTION WITHIN THE EXISTING STATE MAINTAINED RIGHT-OF-WAY (INCLUDING ACCESS). 3. VDOT REQUIRES NOTIFICATION 48 HOURS PRIOR TO COMMENCING WITH INITIAL CONSTRUCTION ACTIVITIES. PLEASE CONTACT THE APPROPRIATE PERMIT OFFICE IN WHICH YOUR PROPOSED ACTIVITIES ARE TO OCCUR. 4. APPROVAL OF A DETAILED CONSTRUCTION SEQUENCING AND MAINTENANCE OF TRAFFIC PLAN FOR THE WORK ZONE IS A PREREQUISITE FOR ISSUANCE OF A LAND USE PERMIT. THE PLAN SHALL ACCOMMODATE ACCESS TO AND CONSTRUCTION WITHIN VDOT MAINTAINED RIGHT-OF-WAY. 5. WORK ZONES - THE DEPARTMENT SHALL BE NOTIFIED 48 HOURS IN ADVANCE OF ANY ANTICIPATED LANE/SHOULDER CLOSURES ON ROADWAYS CLASSIFIED AS COLLECTOR ROADS OR HIGHER. YOU DO NOT NEED TO CALL TO ACTIVATE YOUR WORK ZONE UNTIL YOU PLACE THE FIRST CONE OR SIGN IN YOUR WORK ZONE. REQUESTS FOR THE IMPLEMENTATION OF TEMPORARY LANE AND SHOULDER CLOSURES MUST BE ENTERED INTO THE VDOT LANE CLOSURE ADVISORY MANAGEMENT SYSTEM (LCAMS) AND VATRAFFIC A MINIMUM OF ONE WEEK PRIOR TO THE PLANNED EXECUTION OF LANE OR SHOULDER CLOSURE ACTIVITIES ON STATE MAINTAINED ROADWAYS. THE PERMITTEE OR THEIR CONTRACTOR MAY ENTER THEIR REQUESTS DIRECTLY OR PROVIDE WRITTEN REQUESTS TO THE CENTRAL REGION TRAFFIC OPERATIONS CENTER (TOC), 804-796-4520, APRIL DABNEY, LANE CLOSURE COORDINATOR, OR MAILTO: APRIL.DABNEY®VDOT.VIRGINIA.GOV WITH 'LANE CLOSURE REQUEST" IN THE SUBJECT LINE. 6. PERMITTEE MUST NOTIFY VIRGINIA DEPARTMENT OF TRANSPORTATION TOC WHEN THERE IS A CRASH IN A WORK ZONE AT 804-796-4520. 7. PRIOR TO ANY CONSTRUCTION, THE CONTRACTOR SHALL CONSULT THE DEVELOPER'S ENGINEERING CONSULTANT AND VERIFY THE APPROVAL OF THE PLANS BY ALL APPLICABLE FEDERAL STATE AND LOCAL AGENCIES. 8. CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND UTILITIES SHOWN ON PLANS IN AREAS OF CONSTRUCTION PRIOR TO STARTING WORK. CONTACT THE DEVELOPER'S ENGINEERING CONSULTANT IMMEDIATELY IF LOCATION OR ELEVATION IS DIFFERENT FROM THAT SHOWN ON PLAN. IF THERE APPEARS TO BE A CONFLICT, OR UPON DISCOVERY OF ANY UTILITY NOT SHOWN ON THIS PLAN, CALL 'MISS UTILITY" AT 811. THE DEVELOPER SHALL BE RESPONSIBLE FOR THE RELOCATION OF ANY UTILITY WITHIN EXISTING AND PROPOSED RIGHT OF WAY REQUIRED BY THE DEVELOPMENT. 9. THE PERMITTEE OR THEIR AGENT MUST CONTACT THE VDOT CUSTOMER SERVICE CENTER AT 1-800-367-7623 A MINIMUM OF 48 HOURS PRIOR TO INITIATING ANY PLANNED EXCAVATION WITHIN 1,000 FEET OF A SIGNALIZED INTERSECTION AND/OR NEAR VDOT ITS INFRASTRUCTURE. EXCAVATION MAY PROCEED ONLY AFTER THE VDOT REGIONAL UTILITY LOCATION AGENT HAS NOTIFIED THE PERMITTEE THAT THE UTILITY MARKING HAS BEEN COMPLETED. ADDITIONAL INFORMATION CAN BE FOUND AT: UTILITY LOCATION.PDF 'MISS UTILITY" DOES NOT LOCATE VDOT UTILITIES. 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 MOOT 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 TEST AND OBSERVE PAVEMENT AREAS FOR EVIDENCE OF PONDING. ALL AREAS SHALL ADEQUATELY DRAIN TOWARDS THE INTENDED STRUCTURE TO CONVEY STORM RUNOFF. CONTRACTOR SHALL IMMEDIATELY NOTIFY OWNER AND ENGINEER IF ANY DISCREPANCIES ARE DISCOVERED. UTILITY NOTES 1. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES OR UTILITIES BY OTHERS AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES, AND WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANIES AT LEAST 72 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. 2. THE CONTRACTOR SHALL FAMILIARIZE THEMSELVES WITH THE APPLICABLE UTILITY SERVICE PROVIDER REQUIREMENTS AND IS RESPONSIBLE FOR ALL COORDINATION REGARDING UTILITY DEMOLITION AS IDENTIFIED OR REQUIRED FOR PROJECT. THE CONTRACTOR SHALL PROVIDE THE OWNER WRITTEN NOTIFICATION THAT THE EXISTING UTILITIES AND SERVICES HAVE BEEN TERMINATED AND ABANDONED IN ACCORDANCE WITH JURISDICTION AND UTILITY COMPANY REQUIREMENTS. 3. CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF SITE PLAN DOCUMENTS AND ARCHITECTURAL DESIGN FOR EXACT BUILDING UTILITY CONNECTION LOCATIONS, DOOR ACCESS, AND EXTERIOR GRADING. THE UTILITY SERVICE SIZES ARE TO BE DETERMINED BY THE ARCHITECT. THE CONTRACTOR SHALL COORDINATE INSTALLATION OF UTILITIES/SERVICES WITH THE INDIVIDUAL COMPANIES, TO AVOID CONFLICTS AND ENSURE PROPER DEPTHS ARE ACHIEVED. THE JURISDICTION UTILITY REQUIREMENTS SHALL ALSO BE MET, AS WELL AS COORDINATING THE UTILITY TIE-INS/CONNECTIONS PRIOR TO CONNECTING TO THE EXISTING UTILITY/SERVICE. WHERE CONFLICTS EXIST WITH THESE SITE PLANS, ENGINEER IS TO BE NOTIFIED PRIOR TO CONSTRUCTION TO RESOLVE. 4. THE CONTRACTOR SHALL PERFORM WHATEVER TEST EXCAVATION OR OTHER INVESTIGATION IS NECESSARY TO VERIFY TIE-IN INVERTS, LOCATIONS AND CLEARANCES, AND SHALL REPORT IMMEDIATELY ANY DISCREPANCIES TO KIMLEY- HORN AND ASSOCIATES, INC. AT (804) 673-3882. 5. THE CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OF ALL UTILITIES TO REMAIN IN PLACE. 6. MAINTAIN A MINIMUM OF 18" OF VERTICAL CLEARANCE BETWEEN STORM SANITARY AND ALL UTILITIES UNLESS OTHERWISE NOTED). 7. CROSS CONNECTION CONTROL AND BACK FLOW PREVENTION SHALL BE IN ACCORDANCE WITH THE UNIFORM STATEWIDE BUILDING CODE. 8. CONTRACTOR SHALL COORDINATE WITH THE FIRE MARSHAL BEFORE INSTALLING FIRE LANE SIGNS AND MARKINGS. 9. ALL CLEANOUTS WITHIN VEHICULAR AREAS SHALL BE TRAFFIC BEARING. 10. CONTRACTOR SHALL SAW CUT, REMOVE, AND REPLACE ASPHALT PAVEMENT AS NECESSARY TO INSTALL UNDERGROUND ELECTRIC, TELEPHONE, SANITARY SEWER, WATER, AND COMMUNICATION CONDUITS. 11. UNDERGROUND UTILITIES INSTALLED ON PRIVATE PROPERTY OR IN PRIVATE UTILITY EASEMENTS AND BUILDING RELATED STORM DRAINS SHALL BE DESIGNED AND INSTALLED PER THE CURRENT EDITION OF THE VIRGINIA UNIFORM STATEWIDE BUILDING CODE. 12. PROPOSED CROSSINGS WITH EXISTING UNDERGROUND UTILITIES SHALL BE FIELD VERIFIED BY TEST PIT PRIOR TO COMMENCEMENT OF CONSTRUCTION. 13. THE RIM ELEVATIONS OF EXISTING MANHOLES, INLET STRUCTURES, AND SANITARY CLEANOUT TOPS SHALL BE ADJUSTED, IF REQUIRED, TO MATCH PROPOSED GRADES IN ACCORDANCE WITH ALL APPLICABLE STANDARDS. 14. ALL WATER, SEWER AND FIRE LINES REQUIRE NEW INSPECTION AND TESTING PROCEDURES. THE ACSA PERFORMS ANY TESTING AND INSPECTIONS OF THE PUBLIC SEWER AND WATER MAIN(S). THE ALBEMARLE COUNTY BUILDING INSPECTIONS DEPARTMENT (ACBID) DOES A VISUAL INSPECTION AND WITNESSES THE TESTING OF THE BUILDING DRAIN, WATER SERVICE PIPE AND THE SPRINKLER LEAD-IN CONNECTION. THE DEVELOPER/CONTRACTOR IS RESPONSIBLE TO RETAIN A SPECIAL INSPECTOR AS OUTLINED IN THE UPDATED ALBEMARLE COUNTY POLICY FOR SITE UTILITIES TO PERFORM THE VISUAL INSPECTION AND TESTING OF ALL UTILITIES NOT COVERED BY THE ACSA OR ACBID. THIS INCLUDES BUILDING SEWERS, WATER AND FIRE LINE BRANCHES BETWEEN THE MAIN AND THE METER(S)/BUILDING(S). THE SPECIAL INSPECTOR'S REPORT MUST BE SUBMITTED AND APPROVED BY THE ALBEMARLE COUNTY ENGINEERING DEPARTMENT PRIOR TO A CERTIFICATE OF OCCUPANCY BEING ISSUED. TRAFFIC CONTROL NOTES 1. WHENEVER CONSTRUCTION OPERATIONS ENCROACH ON THE RIGHT -OF WAY OF ADJACENT ROADWAYS, TRAFFIC CONTROL SHALL BE PROVIDED IN ACCORDANCE WITH LOCAL AND STATE STANDARDS. 2. NO MATERIALS OR EQUIPMENT SHALL BE STORED OR STOCKPILED WITHIN THE RIGHT-OF-WAY OF ADJACENT ROADWAYS. 3. THE CONTRACTOR WILL BE SOLELY RESPONSIBLE FOR COMPLETING AND IMPLEMENTING TRAFFIC CONTROL PLAN. BUILDING INSPECTION NOTES: 1. ACCESSIBLE PARKING SPACES, ACCESS ISLES, AND ACCESSIBLE ROUTE SHALL BE INSTALLED IN ACCORDANCE WITH ICC ANSI A117.1-09 AND THE 2015 VIRGINIA CONSTRUCTION CODE. 2. ALL WATER, SEWER LINES, AND FIRE LINES FROM THE MAIN TO THE STRUCTURE LOCATED ON PRIVATE PROPERTY MUST HAVE A VISUAL INSPECTION PERFORMED BY THE BUILDING DEPARTMENT. 3. BUILDINGS OR STRUCTURES BUILT BEFORE JANUARY 1, 1985 MUST HAVE AN ASBESTOS SURVEY PERFORMED IN ORDER TO APPLY FOR A DEMOLITION PERMIT. ASBESTOS REMOVAL PERMITS ARE REQUIRED IF POSITIVE FOR SUCH FROM ALBEMARLE COUNTY AND VDOLI. CONTACT VDOLI FOR THEIR ADDITIONAL REQUIREMENTS AND PERMITS FOR DEMOLITION PROJECTS AT 540-562-3580 X131. ALL CONSTRUCTION METHODS AND MATERIAL SHALL CONFORM TO THESE DRAWINGS, PROJECT SPECIFICATIONS, STANDARDS WITH ALL CURRENT APPLICABLE CODES, AND, UNLESS OTHERWISE SPECIFIED, WITH THE CURRENT EDITIONS AND LATEST REVISIONS OF THE FOLLOWING REFERENCE DOCUMENTS: • VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT) ROAD & BRIDGE SPECIFICATIONS • VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT) ROAD & BRIDGE STANDARDS • MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) VIRGINIA SUPPLEMENT TO THE MUTCD • INSTRUCTIONAL AND INFORMATIONAL MEMORANDA (IIM) VIRGINIA WORK AREA PROTECTION MANUAL SPECIFIC STANDARDS AND DETAILS FROM THE CURRENT AND OR REVISED VERSION OF THE 2016 VDOT ROAD AND BRIDGE STANDARDS INCLUDE: WP-2 (ASPHALT PAVEMENT WIDENING FOR WIDENING SUBJECT TO TRAFFIC) - CC-11 (METHOD OF TREATMENT CONNECTION FOR STREET INTERSECTIONS AND COMMERCIAL ENTRANCES) - CG-12 (DETECTABLE WARNING SURFACE - TYPE B (PARALLEL) APPLICATION) - CG-6 (COMBINATION 6" CURB AND GUTTER) - MH-1 (STANDARD MANHOLE FRAME AND COVER) - MH-1 (MANHOLE FOR 12"-48" PIPE CULVERTS) - IS-1 (STANDARD METHOD OF SHAPING MANHOLE & INLET INVERTS) - DI-3A, 3B, 3C (STANDARD CURB DROP INLET - 12"-30" PIPE: MAXIMUM DEPTH (H)=8') - DI-1 (STANDARD DROP INLET - 12"-24" PIPE: MAXIMUM DEPTH (H)=10') - PB-1 (INSTALL. OF PIPE CULVERTS AND STORM SEWERS CIRC. PIPE BEDDING AND BACKFILL - METHOD "A") - ST-1 (STANDARD STEP) - DI-2A, 2B, 2C (STANDARD CURB DROP INLET - 12"-24" PIPE: MAXIMUM DEPTH (H)=9') - GR-2, 2A (STANDARD BLOCKED -OUT W-BEAM GUARDRAIL (STRONG POST SYSTEM)) - GR-2, 2A (STANDARD BLOCKED -OUT W-BEAM GUARDRAIL (STRONG POST SYSTEM, POST AND BLOCKOUT DETAILS)) w Q 0 cn z 0 clo w 0-1 61 z O n N M N LzQ z> 0 U)o Wz ~o Q U= ocn N CO � cf)� �co o a z ooCDo ZN CD = ^ aw Z~ -t O } W ILD cc J o cn :5 _ ~LLJ1j aj z 0 ��a� �� Y co roJ N - O N Y Q 0 0� le L0 ro 0 (14 RYA PERKINS LiC. No. 046565 02/09/20 ) O N O � O NN Ln 0 co �\ cn m r ,,) o0 O a o m m o Q � _ � J z V z W Y - N V w � V S U O O V W W 0 Z J N< 0. W Z rW V Z I11 IN-..LI T V J 0. N m W Z ~ w W D=) 0 ry z O u /� � 1 / li (D W J Q� Q Ld m J Q SHEET NUMBER CA-101 c r M 0 U O W Q Q Albemarle County Engineering Albemarle County Engineering Albemarle County Q I 0 0 s T Y O u> o Z 0 N o > w 3 01 N N O 0 Z 0 N Q a 0 E o o s M N N z, L Q Y O w� z Qo U� N o=row w 0 o co co 0 Q I z ZCn z a ^ oo 0 ZN Q o 0 = Q w0> w co W ° N p� 0 o 0 z Y rw w U Y (N 3 J s C, oNr ° s ■� Q O< a Ln o � o Q 0 E N �a 0 O{4�ALTH U f.� m U RYA PERKINS 9 N LIC. Na. 046565 ° Cy1 o jONAL 0 0 U N O w o LLJ O O � o � � Iw- \ < m r ro m � 0 Q 0 m 0 M a p Q S \ W Z Z y U 3 Y (V O a U Un w ¢ w _ o 0 U 3 Y o V a N o e O O Ua Z N o Na J °� 0 5 J o Q 0 i C �° W a 7 w o z ° L 1 t 1 UJ LMMLJ W V w JZ� C E 0 oN 2 Q > w J < Q ° w m J N ° Q Q 0� 7 LL. L W Q Q L.L. o J N N N N Zs Y a 1 � 1 L.LJ ° W a ' f' Z W U z N O U O �� 0 .0 0 u N L y N Q O p v LLI m U O i Q 4) m SHEET NUMBER CA o Engineering Final Plan General Notes Final Plan General Notes Final Plan General Notes Page I of 4 Page 2 of 4 Page 3 of 4 ALBEMARLE COUNTY of pavement to the face of guardrail, and roadway shoulder widths shall be increased to 6. The contractor is responsible for installation of any additional erosion control measures FINAL PLAN GENERAL NOTES seven (7) feet. necessary to prevent erosion and sedimentation as determined by the plan approving 5. Where urban cross sections are installed, all residential driveway entrances shall conform authority. General Construction Notes to VDOT CG-9(A, B or Q. 7. All disturbed areas are to drain to approved sediment control measures at all times during 6. Where rural cross sections are installed, all residential driveway entrances shall conform to land disturbing activities and during site development until final stabilization is achieved. 1. Prior to any construction within any existing public right -of --way, including connection to VDOT standard PE-1. 8. During dewatering operations, water will be pumped into an approved filtering device. any existing road, a permit shall be obtained from the Virginia Department of 7. Compliance with the minimum pavement width, shoulder width and ditch sections, as 9. The contractor shall inspect all erosion control measures periodically and after each rnnoff- Transportation (VDOT). This plan as drawn may not accurately reflect the requirements of shown on the typical pavement section detail, shall be strictly adhered to. producing rainfall event. Any necessary repairs or cleanup to maintain the effectiveness of the permit. Where any discrepancies occur the requirements of the permit shall govern. 8. Road plan approval for subdivisions is subject to final subdivision plat validation. Should the erosion control devices shall be made immediately. 2. All materials and construction methods shall conform to current specifications and the final plat for this project expire prior to signing and recordation, then approval of these 10. All fill material to be taken from an approved, designated borrow area. standards of VDOT unless otherwise noted. plans shall be null and void. 11. All waste materials shall be taken to an approved waste area. Earth fill shall be inert 3. Erosion and siltation control measures shall be provided in accordance with the approved 9. All signs or other regulatory devices shall conform with the Virginia Manual for Uniform materials only, free of roots, stumps, wood, rubbish, and other debris. erosion control plan and shall be installed prior to any clearing, grading or other Traffic Control Devices and the Albemarle County Road Naming and Property Numbering 12. Borrow or waste areas are to be reclaimed within 7 days of completion per Zoning construction. Ordinance and Manual. Ordinance section 5.1.28. 4. All slopes and disturbed areas are to be fertilized, seeded and mulched. 10. Traffic control or other regulatory signs or barricades shall be installed by the developer 13. All inert materials shall be transported in compliance with section 13-301 of the Code of 5. The maximum allowable slope is 2:1 (horizontal:vertical). Where reasonably obtainable, when, in the opinion of the County Engineer, or designee, they are deemed necessary in Albemarle. lesser slopes of 3:1 or better are to be achieved. order to provide safe and convenient access. 14. Borrow, fill or waste activity involving industrial -type power equipment shall be limited to 6. Paved, rip -rap or stabilization mat lined ditch may be required when in the opinion of the 11. The speed limits to be posted on speed limit signs are 5 mph below the design speed, or as the hours of 7:OOam to 9:OOpm. County Engineer, or designee, it is deemed necessary in order to stabilize a drainage determined by VDOT for public roads. 15. Borrow, fill or waste activity shall be conducted in a safe manner than maintains lateral channel. 12. VDOT standard CD-1 or CD-2 cross -drains under to be installed under the subbase support, or order to minimize any hazard to persons, physical damage to adjacent land and 7. All traffic control signs shall conform with the Virginia Manual for Uniform Traffic material at all cut and fill transitions and grade sag points as shown on the road profiles. improvements, and damage to any public street because o slides, sinking, or collapse. Control Devices. 13. A video camera inspection is required for all storm sewers and culverts that are deemed 16. The developer shall reserve the right to install, maintain, remove or convert to permanent 8. Unless otherwise noted all concrete pipe shall be reinforced concrete pipe -Class III. inaccessible to VDOT or County inspections. The video inspection shall be conducted in Stormwater management facilities where applicable all erosion control measures required 9. All excavation for underground pipe installation must comply with OSHA Standards for accordance with VDOT's video camera inspection procedure and with a VDOT or County by this plan regardless of the sale of any lot, unit, building or other portion of the property. the Construction Industry (29 CFR Part 1926). inspector present. 17. Temporary stabilization shall be temporary seeding and mulching. Seeding is to be at 75 lbs/acre, and in the months of September to February to consist a 50/50 mix of Annual Ryegrass and Cereal Winter Rye, or in March and April to consist of Annual Rye, or May General Construction Notes for Streets (This list is in addition to the General Construction General construction notes for Erosion and Sediment Control plans through August to consist of German Millet. Straw mulch is to be applied at 801bs/100sf. Notes) Alternatives are subject to approved by the County erosion control inspector. 1. The plan approving authority must be notified one week prior to the pre -construction 18. Permanent stabilization shall be lime and fertilizer, permanent seeding, and mulch. 1. Construction inspection of all proposed roads within the development will be made by the conference, one week prior to the commencement of land disturbing activity, and one week Agricultural grade limestone shall be applied at 901bs/1000sf, incorporated into the top 4-6 County. The contractor must notify the Department of Community Development (296- prior to the final inspection. inches of soil. Fertilizer shall be applied at 10001bs/acre and consist of a 10-20-10 nutrient 5832) 48 hours in advance of the start of construction. 2. All erosion and sediment control measures will be constructed and maintained according to mix. Permanent seeding shall be applied at 1801bs/acre and consist of 95%Kentucky 31 or 2. Upon completion of fine grading and preparation of the roadbed subgrade, the contractor P P St' g P P Sr' minimum standards and specifications of the Virginia Erosion and Sediment Control P g 0 Tall Fescue and 0-5 /o Perennial R e rass or Kentucky Bluegrass. Straw mulch is to be Y g Y g shall have CBR tests performed on the subgrade soil. Three (3) copies of the test results Handbook and Virginia Regulations VR 625-02-00 Erosion and Sediment Control applied at 801bs/100sf. Alternatives are subject to approved by the County erosion control shall be submitted to the County. If a subgrade soil CBR of 10 or greater is not obtainable, Regulations. inspector. a revised pavement design shall be made b the design engineer and submitted with the test 3. All erosion and sediment control measures are to be laced prior to or as the first step in 19. Maintenance: All measures are to be inspected weekly and after each rainfall. An v 0 0 ° ° a 0 ° 3 0 o = z a � v 1 Y X O x � T Z O 0 Q z .; Q > a n — n ° L3 L J N Q ° z v Q o 0 Y y � a J a J ° L o J = Q I J v Y . J7 Y � T c J o f1 N ° U � o m ° o 0 d O i0 Q .o iy 3 ° � w N 3 C ° o -L � 3 C E 0 o° I � _ L � y C O � N 3 ° o C I � n p O n a E v > ° `o J v m Y 3 tr Y � ° E N � n � N S] 3 0 � 3 � o � v o= �v N " 0 a 3 z ° 3 i J n x a, it r z o T 0 < 0 a z Q " > v j A Q Z z Q 0 C v i E yJ N n C � C J ° a Y .v n v 7 L Q C J � a, � a O � J � a o� 1� O N Y n a v � u o � u w w C N Y � 3 0 n ° 0 0 J . > v E u 0 0 or XVDOT-)f Trai4� arta3rt n 1Franl±ttrtatfCoaT ACCESS MANAGEMENT EXCEPTION REQUEST: AM E ACCESS MANAGEMENT REGULATIONS 24 VAC 30-73 SECTION 120 February 2015 February 2015 ✓❑ 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. Submitted by: David M. Capparuccini, P.E. PTOE, Kimley-Horn Date: 6/2/21 Phone: (804)-672-4715 Email Address: david.capparuccini@kimley-horn.com Address: 1700 Willow Lawn Drive, Suite 200, Richmond, VA 23230 Project Name: US Route 29 Wawa TIA Rte p 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 rpnllPgtpd that the adiarpnt nrnnprty nwnpr hP rnntartpd to digrttgq a gharpd arr•Pgg drive. AftPr mnitinlP attPmntg to rnntart 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 ONLY Recommendation on Exception Request: Approve ✓ Deny 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: M".IhAft.," O 202107,01 10:38'4 O W' 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(d),VDOT.Viroinia.00v 3 ❑ 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: Q✓ Minor Arterial: Collector: E]Local: ❑ Posted speed limit: 45 mph ❑ NEAR AN INTERCHANGE RAMP (Submittal of a traffic engineering study required) CORNER CLEARANCE Submittal of a traffic engineering stud required) ❑ ( g g Y 4 ) 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 120C.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 (11) provides documentation that the proposed signal will not impact safety and traffic flow. (Section 120 C.5) 2 �� nrrtE,,y � t'i1sctNte• COUNTY OF ALBEMARLE 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. Wayne imberg Director f Planning & �omm ity Development VWC/jcw 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. wILLIAY S. R OUD AS USN, JR. CEITTIrIED LAND SURVEYOR U.S. ROUTE 29 — N.B. L. CERTIFICATE "°.'°°''"` 16 MARKED PARKING SPACES '- •:: lLF*a Yg•cd lLi i `. i.„yen"�eN x1p?k1'IfAr;X'Nv �':ai,•,.: I S an 3•I N35020'59"E 14 9.02' Sit. II I I I e:e6°a2're" R - 2 6. 65' T a 25..98, Ls 41. 18' Iran // al e M � Iron Sal Fall / SERVICE ^ - - --- 7J.u' y ' RE IPA' At 6 Iry h Y, , AA �/a /a . I'Ll Y$4 a,,reJ. I Lan, rn0. 175. 00' S35°20'S9"W 3W 9. r- n Z661 £ 1 NVr Q3AJ303a FENCED PARKING AREA - _�enenc / it/s>t5 ,f/Sewn rs cx/st.n�- 2- fenced �.arxrn__/e7_-' q o/.L7rC,Z _ �` lv¢ Na/!/C/65 (�� be /eese✓J / .. -3- ifeekeo/xr/C.,h ,j'FbtLGS; do Ss 1,4 //nc Ce PHYSICAL SURVEY OF LOT I , BLOCK A, SECTION TWO "WESTFIELD" CHARLOTTESVILLE MAGISTERIAL DISTRICT ALBEMARLE COUNTY, VIRGINIA I, o 541 ��j►LTH OP r����� r. L IOIlYAl/fiij, JIL ti u CERT. No. S 54.17.3 (a) 655 5a-17.3 (b) 78 • '+,A"S t x M o cye�'/ no>�es .c d4eJ /6 ✓airy, y'2 ra'"ee' 1,74 d:c/e,,.,,,�.rs•. /Roe. �WILLIAM S. ROUDABUSH, INC. •R�/�.un�;aYG./; /ooe:,y7 ,%G% '1+:./f A Professional Corporaflon CERTIFIED LAND SURVEYORS :ALE: 1 ' 50 ' DATE: NOVEMBER 30, 1976 Ci+arlottesvlll• Virginia 1wr. vhma Poml 1 s+Pw, Co 3DU CDI, 1. T ?.T F11 F NO.._4.9 74. w Q 0 z O F > w O M N M N L�Q z> O to o W z ~ Q O C) 0Cl) N CO co Q I z 00 0 ZN 0 = Qw z ~ � O } t+J CO —1 o� :5 _~ W Y z 0 �a� SE Cn J N 0 3: O Nr oLO LO M 0 N Ile RYA KINS LIC. NO;65 OZ/09/2023 O z U Ld O OLJ _ H cn m } a I� Q O Q 0 Q o } m m o Q W Z Z y 1 N C a N Q w N 0 0 U w co Z Z I..L w W O w U w ~ Z) Q V W J p z X Z < LU UJ U Q � L.L V ) QI > 0 Z 111 I..I� N W W z W WZ O 1..� Z 0 O U Ili■ LLI W Q W m J Q SHEET NUMBER CA-103 TOP=451. '19 �N ti0�ry Qy,OC'Q, Q I A5 BM #V , MAG NAIL ON TOP/CURB ELEV=456.2,,3 / TOP=457.79 / FL=453.35 / TOP=454.i , / INV IN-4 .80 / INV OUT 46. ° , Nye TOP= :��-452, \ \ \ 4SS 4S6_ , '< \= 5 Oz 11 FL=441.15 GP -45-7t� a \ //�//��/) B n �/ /' " / / \�� 48.5 a HISELED SQUARE ,S"TAT �\ w / / / �' ` u F - / C9R/D.I. �e� E ROUTE g / 458 \ �� \� \ ELEV pb (60 R 66 TOP=446.53 INV IN=440.70 D FL=425.85 CURVE TABLE SIT CURVE I LENGTH RADIUS DELTA I TANGENT ICHORD BEARING1 CHORD I C1 1 41.19 26.65 88"33'51" 25.99 N79'32'55"E 37.21 .32 S 1`� 75 S 5 R+ h rna='AC. nF \RCA RO9oR�G4oiN� VICINITY MAP SCALE 1" = 2000' =446.2 \ \ \ \ \ FL=4 u 1� ry a NO \ \ _ _ iN�9 hie, M^ P^�� �\ a �P=435.81#1215 T TION OF "STEEP SLOPES -MANAGED" AS STORY FL=429.70 LOCA BRICK/METAL \ �\ \ \ \\ \ \\ \\ \ \ \ 1 \` \ _ C IDENTIFIED ON ALBEMARLE COUNTY GIS (TYP.) F.F.=458.3 \ \ \ \ \ \ \ G\ \ \ \ RR n a _ �'^--- qe2 � 00 \\ \\ \\A RRSOS\ \ \ \ \ \ ro/� �) J\y` \ p ' •� SS \ \\ \ \ \ / / a/MM(y /ary 42.E \\ _4e L' / 54,. EEFF11((ffff /�C/K FRCP © NION#49TOP=423.61A w 1Ri�KY L=4os.002.256 ACRES /'G. � 50 \\B F.F.=429.50 CHI ASSET (VA) CHARLOTTESVILLE-1165 PEPSI PLACE, LLC \ -- X\--r- \ \ \\ \\�\\ \ \\ \\\\\\ \ ``��k D.B. 4722 PG. 213 \\ \\ \ \ \ \\\\\ \ \� \\ \�� \ D.B. 2359 PG. 589 (PLAT) GRAVEL AREA \\� \�\\\�\�\ PARCEL ID: 061WO-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: C1 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. M04 • ID.Jg���` °411 ;o VE ♦ `rIle 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 S \ \ \ \ \ \ \ RETAINING \ \Ry \X \ \ \� WALL I \ \ \ \ \ \ \ \ INV=428.63 \ I G) \ \ \\\\ \ \ \\ GRATE INLET \ \ \ \ \ \ \\ \\ \\\\ TOP-440.55 \\ \ \ \\ \\ FL=429.70 40`CAS LINE EAMENT ----\\ y ` D. 290 P 434 \ �� - \ \ l I I 1I I \ I \ \ \ \ \ b. -_1ZB. 4�1 500 \ \ \ 1 \\1\\ (( I I I I J 337 RMD PROPERTIES, LLC D.B. 2217 PG. 191 D.B. 407 PG. 55 (PLAT) PARCEL ID: 061 WO-02-OA-00200 FENCE MEANDERS ALONG PA p, / ��/4¢4 11/n 11/v/ lIl /llj�/ 1 LEGAL DESCRIPTION FIND. vu �//, BEGINNING AT A POINT; MARKED P.O.B.; SAID POINT BEING AT THE INTERSECTION OF THE EAST LINE OFSEMINOLE ///�a,\ wry/ TRAIL (U.S. 29) AND THE OOFEGREENBRIIER LINE OIER UALONG ETORTHE STATE ROUTE )OFT4EN9E DRIVE (HAVING ALONG THE SOUTH LINE ATH DRIVE CURVE RIGHT A LENGTH A RADIUS OF 26.65', A CHORD BEARING OF N79"32'55"E AND A CHORD OF 37.21' TO A POINT; THENCE S56°10'09"E 19.38' TO A POINT; THENCE LEAVING THE SOUTH LINE OF GREENBRIER DRIVE S56°10'09"E 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. LEGEND a DECIDUOUS TREE BENCHMARK • BOLLARD SIGN HANDICAP RAMP © CABLE VAULT ®V FIBER-OPTIC VAULT Q FIBER-OPTIC MARKER m e TELEPHONE PEDESTAL X GAS VALVE © GAS MARKER wv WATER VALVE QM WATER METER ® MONITORING WELL QE ELECTRIC METER © TRAFFIC SIGNAL POLE ®v ELECTRIC VAULT LIGHT POLE GUY WIRE POWER POLE Q DRAINAGE MANHOLE 0 CLEANOUT O 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 JA-ZAN LIMITEARTNERSHIP \ D.B. 1134 P . 536 D.B. 779 PG. 40 (PLAT) PARCEL ID: 061 WO-000-00200 \ ALTA/NSPS LAND TITLE SURVEY OF zx op �� ,2.,2�56 ACRES OF LAND LYING ON THE \ \ SOUTHEAST CORNER OF SEr�1INOLE 0 �' TRAIL AND CREENBRIER DRIVE "KENNETH R BLAYLOCK, JRz o Lic. NO. 2833 RIO DISTRICT * ALBEMARLE COUNTY, VIRGINIA DATE. NOVEMBER 13, 2020 SCALE. >" = 30' JENNINGSTEPHENSON P.C. 10160 STAPLES MILL ROAD SUITE 103 GLEN ALLEN, VA 23060 " PHONE- 804-545-6235 LAND SURVEYORS w E FAX - 804-545-6259 & PLANNERS J. N. 20- 681 EXISTING CONDITIONS CV-101 c N O U O y N Q -O ° LO T N E Y O T L ° 3 ' z 3 J 1 n n s u - c n Q ° = o i o a z � J � � o � T v z E J T i = � o � o a I ° 11 U J c ° Y � � O � O � N C p O s ° U c ¢ N :J r � 3 L r n 'o �Y m N 3 D C c v O E J ✓ O c O I v u C � v v 0 0 � a I p c n ° no h ° > �I Y u a Y a N ° E w � s � u s V 3 V O h V � N N v C ° � v N 0 L FL o 3 n L n o v ' v a _ v n v x o Z T i i o ¢ z J ' �v n _ o J .. n v _ D i ° z U ° J v r � a y C J � v 0 a o O � J � o ° Y c ° n a v �u C N O L U n ° 5 c v y � 3 v s -v 0 0 J E n ° U O O or Z ~ F 0 EXISTING CURB AND GUTTER TO REMAIN EXISTING WELLS TO BE REMOVED IN ACCORDANCE WITH VDH STANDARDS EXISTING CANOPY AND CURB-N, ISLAND TO BE REMOVED O04 O N N ��;mm \0 N d I I [ti Q�22 �1 -a0vi I II QO W D 1 I I �mNM rl I a >�dd v1 ti.l� 00 I� m m 0 ci '�y 9' yk . WASH RACK DOWNSTREAM SEDIMENT SETTLE AREA SEE ALBEMARLE COUNTY /\ 4 PAVED WASH RACK 9 DETAIL ON SHEET CE-501 \ EXISTING SIDEWALK AND CURBING TO BE REPLACED i EXISTING WATER METER TO REMAIN II 3 CONTRACTOR TO UTILIZE 2 -/ TEMPORARY POWER WASHERS AT CONSTRUCTION ENTRANCE FOR WASHDOWN. CONTRACTOR TO REMOVE POWER WASHERS AND UTILIZE ONSITE WATER AS SOON AS POSSIBLE FOR WASHDOWN. II 9 ,\oe FV a 6� n`Ly'pC Fv' / yp / ,N cb / I 9� �v G`I- // rl '(O� 'NryyO _54"±RCP o I EXISTING INLET TO 5 a SF " // CONTRACTOR TO REPLAN C D.B. 4722 PG. 213 (VA) CHARLOTTESVILLE-1165 PEPSI PLACE, LLC BE REMOVED ° i I RIPRAP DITCH AFTER CONSTRUCTION OF ULTIMATE D.B. 2359 PG. 589 (PLAT) EXISTING SIDEWALK r VIP C I I I I 0 _TO BE REMOVED `L y�OE ��" I CONDITION RCP OUTFALL PIPE PARCEL ID: 061WO-02-00- 02BO a �a6 / <��II II II11 I I w ZONED: C-1 COMMERCIAL - _ �ti� ^ N� \ j I I I Ii II II I 1 �' , g? PARCEL USE: CONVALESCENT HOSPITAL i to ro / \ IP \ I1 II��1�� ,bti66 SIF\ \ _CONTRACTOR TO INSTALL ULTIMATE v y Tf1/ DCq'' t CONDITION RCP PIPE AND STRUCTURES TO .15"O?P v� -.•� . EXISTING TREES : _ I EXISTING TREES AND v i ;OUTFALL SEDIMENT TRAP. SEE SHEET _ �G �G •Qc, p,0 p VEGETATION TO BE REMOVED < 449� TO BE REMOVED _ _ - IN / 445 �CG-101 FOR PIPE AND STRUCTURE INVERTS- �F�\ , I \_ �p ,oe N� _ - \ (6) EXISTING BOLLARDS - / �?k�� INSTALL STRUCTURE 100E \ \ WITH CREST AT 453.00 -TO BE REMAIN �� >- \ -� - - / 6- - \ \ �� 6' BERM - SEDIMENT TRAP �\ / 452-y -Z'- SF ' DRAINAGE AREA: 1.40 ACRES -� -- ---- �,L_ -ELEV=456.DO - - -SEE DETAIL ON SHEET ACRES _ 453 - _ =-BOTTOM ELEVATION: 450.00 70� S� \\ BERM ELEVATION: 456.00 N�\\ / TS / Ll DIVERSION DIKE BASE \� ELEVATION: 457 60 \ / 456-456 DIVERSION DIKE BASE I o o o \ �IP / - ELEVATION: 458.00 3 N 3 i \jK \ `456 / \ x 454 .456 \\\ss \� \\\\\ EXISTING WOOD SHEDS \ \ n �� J sa 453 452451 ST �\ \\ \\/ YTO BE REMOVED_ EXISTING GAS SERVICE, 450- \ \ \ EXISTING CONCRETE / / w \ TO 1215 SEMINOLE / I' 451 �0 / TO BE REMOVED / / �/� / _ °' a TRAIL TO BE REMOVED DD 454 453 452 EXISTING TREES AND } / \\\ VEGETATION TO BE REMOVED / N co -t 11 I \ '� 456 CONTRACTOR TO ENSURE PROPOSED STOCKPILE EXISTING UNDERGROUND EXISTING BUILDING POSITIVE DRAINAGE TO THE DIVERSION DIKE BASE�� �` 458IIII AREA ELECTRIC LINES TO BE REMOVED f TO BE REMOVED C SEDIMENT TRAP_ _ _ ELEVATION: 456.30 ,.t6 8.0' WIDE RIPRAP OUTFALL 459 DIVERSION DIKE TO TOP OF WET STORAGE: 453.50 TOP OF DRY STORAGE: 455.00 OUTFACE INTO D�\SEDIMENT TRAP (TYP.) D�` //�/ 1 IIIIIII 6//'U FLAP \ \ EXISTING GAS LINES TO REMAIN (TYP.) \ I / EXISTING WATER SERVICE AND �• \ Pal O - \ I V / I I I IaI I METER TO BE ABANDONED / \ G� EXISTING GRAVEL TO \ ` l v / / j f / _ 11 1 I I I I I \ (SEE SHEET CU-502) / �� BE REMOVED (TYP.) \ _ I// / / I EXISTING SANITARY SEWER LATERAL - - - \ / \ �Y '� 1` 1 11 I I I 1 AN_O CLEANOUT TO BE REMOVED / 1 1 11 I DC '\ i �� \ D� �/ 1\IIIIII PROPOSED STAGING AND TS / \\ IIII IIC O TS \\ � PARKING AREA \ \ \ � X/ / u111111 11 1 -EXISTING WELLS TO BE REMOVED IN �a \\ PROPOSED LOCATION OF \ SEDIMENT BOUNDARY N111 IIId111IIIII SOLID / NON -HAZARDOUS D� TS \ DRAINAGE AREA: 1.40 ACRES ,'ACCORDANCE WITH VDH STANDARDS (7) EXISTING BOLLARDS WASTE DUMPSTER - - \ \,� I " /�' II111IIIIIIII f TO BE REMOVED - \ II\IIII r / PROPOSED LOCATION OF h°0 4- / �� \ /' SANITARY FACILITIES ` ��'e \ •/ IIIIIcI\�\\\I 111 TS PPROXIMATE LOCAT EXISTING OVERHEAD ELECTRIC LINE I 1 \ d 10' VEPCO EASEMENk� _ `TO BE REMOVED UP TO POLE 459` \ i SF\\\\ \I11 IIII O' ' D.B. 429 PG. 350 DC dy9 EXISTING UNDERGROUND ELECTRIC / \\I�\\\II III111III111II _- LINES TO BE REMOVED UP TO POLE Uzi vv\ UrlL _ 62.4\��I�IIIII�IIIIIII11111111 - W W _ W W W W W W FENCE MEANDERS PROPOSED LOCATION FOR CONCRETE WASHOUT ALONG P/L EXISTING OVERHEAD ELECTRIC LINE (CONTRACTOR TO PROVIDE IMPERMEABLE EXISTING TREES AND TO BE REMOVED UP TO POLE EXISTING UNDERGROUND TELECOM BARRIER/LINED PIT THAT PREVENTS RUNOFF) LINE IN BE REMOVED UP TO POLE VEGETATION TO BE REMOVED 40' GAS LINE EASEMENT JA-ZA IM TED PARTNERSHIP EXISTING UNDERGROUND ELECTRIC PROPOSED LOCATION FOR ON -SITE FUEL STORAGE D.B. 290 PG. 434 I 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. 77 G. 401 (PLAT) CONTAINMENT, EXTERNAL TO STORAGE) (CAN BE RELOCATED BY CONTRACTOR IF D.B. 1683 PG. 337 PARCEL ID: 06'rWO-02-00-0( MODIFICATION IS NEEDED IN THE FIELD) ZONED: C-1 ClWMERCIAL PROPOSED LOCATION FOR SOLVENT PAINT STORAGE PARCEL USE: VACANT C ERCl/ (CONTRACTOR TO PROVIDE IMPERMEABLE CONTAINMENT, EXTERNAL TO STORAGE) I RMD PROPERTIES, LLC I 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 111ar•to] III[eL■1901alII 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 1050 LF 3.07 INLET PROTECTION IP ® 4 EA. 3.08 CULVERT INLET PROTECTION 3.09 DIVERSION DIKE DD 300 LF 3.13 SEDIMENT TRAP ST ST - El 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 3.39 DUST CONTROL Is . DC _ 2.62 AC. SEDIMENT TRAP DRAINAGE BOUNDARY LIMITS OF DISTURBANCE 2.62 AC. PHASE I PROBABLE CONSTRUCTION SEQUENCE 1. SCHEDULE AN ON -SITE PRE -CONSTRUCTION MEETING. THE OWNER MUST GIVE THE COUNTY INSPECTOR AT LEAST 48 HOURS NOTIFICATION TO SCHEDULE AN ON -SITE PRE -CONSTRUCTION MEETING FOR THE ISSUANCE OF A LAND DISTURBANCE PERMIT. THE CERTIFIED REGISTERED LAND DISTURBER (CRLD) MUST ATTEND THE MEETING. 2. THE VSMP CONSTRUCTION ACTIVITY OPERATOR AND THE COUNTRY ENVIRONMENTAL INSPECTOR MUST ATTEND THE PRE -CONSTRUCTION MEETING. 3. INSTALL CONSTRUCTION ENTRANCE AT EXISTING ENTRANCE ON SEMINOLE TRAIL. CONTRACTOR TO KEEP EXISTING ROADS FREE OF MUD AND DEBRIS AT ALL TIMES. 4. INSTALL PERIMETER SILT FENCE AND INLET PROTECTION FOR EXISTING INLETS. 5. INSTALL THE PIPE NETWORK FROM STRUCTURE 97 TO STRUCTURE 100B, WHICH WILL ULTIMATELY DRAIN THE PROPOSED SEDIMENT TRAP. THE BASE OF STRUCTURE 100B WILL BE INSTALLED AS THE OUTFALL STRUCTURE FOR THE PROPOSED SEDIMENT TRAP. 6. INSTALL THE SEDIMENT TRAP AND THE DIVERSIONS, MAINTAINING POSITIVE DRAINAGE TO THE SEDIMENT TRAP. NOTE THAT ALL DIVERSIONS AND SEDIMENT TRAPS MUST BE SEEDED AND MULCHED IMMEDIATELY UPON CONSTRUCTION. 7. 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. 8. ONCE DEMOLITION IS COMPLETE AND ALL PHASE I EROSION AND SEDIMENT CONTROL MEASURES ARE IN PLACE, CONTRACTOR MAY BEGIN PHASE IB CONSTRUCTION ACTIVITIES. REFER TO SHEET CE-102 FOR PHASE IB SEQUENCE OF CONSTRUCTION. GRAPHIC SCALE IN FEET 0 15 30 60 V=30' w Q (n z 0 Li w 01 O M N M N L, z ¢ z, O � wz ~o O= O� N Cc � cf) co O Q z OO I O zN CD = awe} z�Ow �z cc J _~ WWLU Y Z O � Ir a 3: - Y N � J N O N >- OL0 0 N RYA PERKINIS LiC. No. 046565 02/09/20 ) o N O O N cn Of � \ m r ° a o� CD a o m o Q \ W z CD z y Y N O ¢ 0 ¢ w (U!l O O U W� v / Q Z � Z W O Q `=' w 5O G rUn V ) 0 W 01/u �I, Z0 fy N W WW I'z W O ry O W J (Y Q w m J Q SHEET NUMBER CE-101 C > m SITE LEGEND w 0 a GRAPHIC SCALE IN FEET o 0 15 30 60 GREENBRIER DRIVE TURN LANE + + + + + ASPHALT PAVEMENT +++++++++. . . C ° C O = 1"=30' a WAWA ASPHALT PAVEMENT T SEE SECTION ON THIS SHEET y .'.'.'.'..'.'.'..'. . ..... .. .. ...................... O CONCRETE SIDEWALK SEE SHEET CS-501 z O CIO s STANDARD DUTY CONCRETE ' w v SEE SECTION THIS SHEET 14. ° °d < A. a N HEAVY DUTY CONCRETE ° ° a SEE SECTION THIS SHEET o MILL AND OVERLAY o N N / z Q / -O C VDOT STD. CG-6 0 o / / ' SEE SHEET CS-502 N SPILLING CURB/GUTTER �� uQ E ' / ' SEE SHEET CS-502 z ° / MILL AND OVERLAY EXISTING THRU AND BIKE E / / /' / / / U = N a / (SEE WP-2 ON SHEET CS-501) / /' // o� Cc co o TIE INTO EX. CURB SITE PLAN NOTES �\ Z. / AND GUTTER oo o TIE INTO Ex. SIDEWALK _/_ //' 1. ALL CURB RADII ARE 5.0' UNLESS OTHERWISE NOTED. W } /J co / (L / z~ O / $66 / /�' 2. ALL DIMENSIONS ARE TO FACE OF CURB UNLESS OTHERWISE NOTED. E �wY 3. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLING ALL STOP w J3: v SURFACE MOUNTED HANDRAIL / �'J, - ,c>x, ----- ��---�' SIGNS, DIRECTIONAL SIGNS, AND STRIPING SHOWN ON THE PLANS. its Y_F- a (SEE DETAIL SHEET CS-502) i rr A R30.0' x /"c.;yf J 3 w� - 4. TWO COATS WHITE TRAFFIC PAINT (4" MIN. WIDTH) REQUIRED FOR VDOT STD. CG-126 x x R1-1 STOP SIGN WITH STRIPING SET (VA) CHARLOTTESVILLE-1165 PEPSI PLACE, LLC 0 x PAVEMENT STRIPING EXCEPT TWO COATS BLUE TRAFFIC PAINT or 3 0 4' -TYPE B,. CLASS I, WHITE, / / (SEE SHEET CS-501) D.B. 4722 PG. 213 N 5 39 BIKE LANE STRIPING 4" WIDTH, SOLID LINE k x x x x 1 ' D.B. 2359 PG. 589 (PLAT) SHALL BE USED FOR ACCESSIBLE PARKING AREA (18" LETTERS, 2" ■ � p� Q .3 (SEE PM-6 DETAIL SHEET CS-503). x x x > x x P 90 y PARCEL ID: 061WO-02-00- 02BO PAINT STROKE). LO J x x �P ZONED: C-1 COMMERCIAL i TYPE B, CLASS I, WHITE, x x x x x x x 0\1 O PARCEL USE: CONVALESCENT HOSPITAL o _ELONGATED ARROW (TYP.) v _ x x x ::. N ��G 95 5. PROPOSED CONCRETE PADS TO HAVE 1 FT X 1 FT CHAMFERED ° PROPOSED x x x x , R30.0' :f:. /� pG�'�G W��CORNERS. RIGHT-OF-WAY o: x x x VDOT STD. CG-126 ( V� r 5' CONC. SIDEWALK xw aF .°P 6. THE BUILDING STREET NUMBER IS TO BE PLAINLY VISIBLE FROM (SEE SHEET CS-501) :'::I'.:::': I MONUMENT SIGN w '1'$ n x x X. c THE STREET FOR EMERGENCY RESPONDERS. �+1' ° x - :'' � (APPROVED UNDER }� Jr v TYPE B, CLASS I, WHITE, x x x x SEPARATE PERMIT) DECK -4" WIDTH, 2' LINE WITH 4' SPACING x x x x O : h pG ap (2) 22K GALLON UNDERGROUND STORAGE TANKS x x x ,p00.--': :':''�.:::::: CROSS ACCESS PROVIDED THRU RECIPROCAL EASEMENT y 7. ALL LIGHTING TO BE INSTALLED 5' BEHIND CURB AND CENTERED ON PAVEMENT STRIPING UNLESS NOTED OTHERWISE. p (1) 20K GALLON UNDERGROUND STORAGE TANK x x x x x x R27.5' NSTR: 202200008022 V RYA PERKINS y ° 0 / NORTHING: 3913109.74� x x x x 5' CONC. SIDEWALK Lic. No. 046555 g TIE INTO EX. CURB / VDOT STD. GR-2 GUARDRAIL 8. TYING TO EXISTING CURB/GUTTER: THE EXISTING PAVEMENT SHALL .p I , E 11NG: 11487487.53 0210,312m 3 n a AND GUTTER / (SEE SHEET CS-501) : NORTHING: 3912810.87 `� �� R12.5' 20' PUBLIC DRAINAGE EASEMENT'S . O FASTING: 11487933.46 BE NEATLY SAWCUT AND REMOVED FOR A DISTANCE OF 2'O" FROM p < EXISTING ADA [- - ' J100.0 `- R1-1 STOP SIGN WITH STRIPING (TYP.) 10 LANDSCAPE SETBACK `gip R N o RAMP TO REMAIN " ' _ INSTR: 202300000743 SEE SHEET CS-501) E�� O E COURSE, AND PAVING B AND ° _ _ _ _ VENT STACK WITH _S56°10'09' E _ _ _36.82' _ _ ( FACE OF HE CURB AND 2' FR OM ROM THE EDGE OF THE CURB REMOTE E-STOP _ _ GUTTER AND THE SUBGRADE, BASE E TONAL n` `o NORTHING: 3913102.99 19 0• VARIABLE WIDTH SWM FACILITY EASEMENT' REPLACED WITH NEW PRODUCTS. EASTING: 11487450.94 (TO BE PAINTED BROWN) 6 0 : - -INSTR: 202300000742 uo 2 ::: :: z a � a 8 / :_..R25:0 9. REFER TO FINAL GEOTECHNICAL REPORT FOR FINAL PAVEMENT TIE INTO EX. CURB "��'� • ~.'• • R50.0 - "'� :::{:::::-_- SIGN TO SAY "EMPLOYEE ONLY O - N O N / _\.....::::.......:'.::.......::: SECTIONS. O a 10.0' -:.:-:.•: : OVERFLOW PARKING FOR THE O -� AND GUTTER / ao ... .�:-{:--.. _ .R29.0' O cn R50.0 ::::::::::::::::::: BIKE RACK o °' > ' -+.' ='� - TYP. •� LAURELS REHAB FACILITY" O w gip`\J .i . .� ::'..: H\ } o /•' -- N}� i�!:::::::::::::::::::::::::: .-. . . . . . .o. . SEE DETA SH T CS-s 10. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLING ALL STOP �;':>••'". .'i'r. .( L EE 02):: -,:. .�. .:.{.:: L(� Q m m R30.0' i �... I 7 :V ..> '.'� O O R12.0' ::. ..: :.::'.:: m :' N ...:::::.:.:.::.:: SIGNS, DIRECTIONAL SIGNS, AND STRIPING SHOWN ON THE PLANS. o .. .:,:.. R30.0' n .. .. .:... :.. . .:. - Y.. W o ,:. o W - - - 48" BLACK ORNAMENTAL FENCE ... - - VDOT STD. CG 12B Q 1 Y ++ N VDOT STD. CG 2B w 3 ° . >, (SEE DETAIL SHEET CS 502) N V 11 EQUIPMENT FROM THE ENTRANCE 0 3 10LANDSCAPE sET>3ACK _ �... � I�.�.�:�. o• . � ••� � •- � VISIBILITY OF ALL MECHANICAL EQ Y � o a N a W ,y .. i .. - �.. :� CORRIDOR SHALL BE ELIMINATED. k s 5' CONC. SIDEWALK •, • ' WITH 2' BUFFER STRIP I °• 'I' -[' -t. s• . _ 12. THE 20 PERIPHERAL PARKING LOT SPACES PROVIDED WITH THIS y 3 Q7 N r: SEE NOTE 12 N "> •.': o r DEVELOPMENT ARE INCLUDED AS PART OF A SHARED PARKING o N N D - . j. v w s.o'...81.0 �. a.o .o AGREEMENT BETWEEN PARCELS 061 W -001 0 AN .: 3 r � . ... �:. 3 � :20 - . ,�, ::: E B L 0 020A 0 D o - I� Wawa ;;,._ o :.::::::. � �' �. .:. ''..... 061W0-02-00-002B0. .�... :.'.., :, :::`o: w T .-. _ �" .'• o� ::.' PROPOSED LIGHT TYP. :: ,. 7 ( ) 2.26 ACRES I � .. '. 30.0' _ �..� � :.��20.0 .25.0'.��:::��::20.0''�:::�:'..�:40.0'.._.......... b ° \� m m '�I I � � ® � .. ■�'. ' : �: o.:� � � W50-FB-VA � I N - 6.049 SF i� h ° d a ,. VDOT STD. CG 12B .' �...:....:..< .. ' ,... 7' W _ :: 11 "AIR PUMP PARKING ONLY" SIGN L..... MONUMENT SIGN x 00 ° 7 (SEE SHEET CS-502) ` 1I......_.... 48WAWASPACES •2 BOLT-DOWN::'o� :: per' '�' , APPROVED UNDER • :::o o 'off > 3 , ( '< BOLLARDS AIR STATION ON 4'X3' 6" AIR ENTRAINED PORTLAND CEMENT .. : :::::::::.:'.::::::. '. .: o J ° O O I I ( . . SEPARATE PERMIT) >,• .. .> ... r, -i f r . - ".:..`-". . . . . : ' .- CON PA WITH I= �ryy .. .. r o .. '.18.0' : .::: 24.0'.::.:t::18.0'1 o CONCRETE W/ A MIN. FLEXURAL "ti J N M R25.0' w I - ` ' ',: _:::.::o '',,;E' -:y:i .'o :R4.5. BOLLARDSD TYP. OF 2 O STRENGTH OF 650 PSI AND MIN. 28 DAY a n7 , rp f� PROPOSED 20' UTILITY EASEMENT . �: : o ( ) z ° I.:' _ SEE SHEET CS-502 COMPRESSIVE STRENGTH OF 4,000 PSI Q m _ -:INSTR: 202300000742 :.� ( ) N L : R3.0 : :. m �. Y (j 15.2'." 65.7' 12.0 Q C- ACCESSIBLE PARKING STRIPING TYP. .�:R4.5' :: r) w (SEE SHEET CS-501)ui r �/� . -'.MOUNTABLE .CURB WITH _ .. E T -1 I \ ° MM ::o ::..:::::::::::: - --: ACCESSIBLE PARKING SIGN (TYP.):. -:: STAMPED CONCRETE (TYP.): o: �••�NO PARKING SIGN R8-3A ° (SEE SHEET CS-501) : ; �: . '• :..E o :. �'� (SEE SHEET CS-501) N . 10.0 . : 10.0' ' 7i ° ' SEE SHEET CS-501 ° # ( ) ° m m R5.5' o R10.0' o.. . TYP. .......... c p Q rn . . DESIGNATED ° N _ 6" CONCRETE PIPE :: CARDBOARD DUMPSTER I - - - - - - - - _ _ R10.0': '.:: ::::::::: '.:: :::. ::::::::::. ' :'.::'.:: -I I III -I I -III -III -III -III -I I- TURNAROUND SPACE NORTHING: 3912668.23 - - - - - - ° VDOT STD. CG 11 - - - - - - 'o I III III III III III III III II BOLLARD TYP. ':':':':-:': SEE ARCH. PLANS o R10.0'' 8 .: FASTING: 11487832.09 (SEE SHEET CS-501) :: N :ad ..... :'..:: - R1-1 STOP SIGN WITH STRIPING R50.0'.::::::::::::::::::::: 2 BOLLARDS 6" VDOT TYPE I, 21A DENSE GRADED (SEE SHEET CS-501) R15.0'�� o_ R50.0' ° R40 0T GAS METER \ UNTREATED AGGREGATE BASE v _ _ SUBGRADE - STABLE AND COMPACTED TO A T MILL AND OVERLAY EXISTING THRU LANE - - 1 X- - gpOD w RESTRIPE PAVEMENT MARKINGS AS 562.40 / F�0' DRY DENSITY OF AT LEAST 95% OF THE SOIL'S ° NECESSARY ENTRY EXIT DIRECTIONAL LIGHT POLE TO BE ALIGNED WITH STRIPE STANDARD PROCTOR MAX. DRY DENSITY (ASTM o R13.0' / AND SET AT BACK OF CURB TO ENSURE FENCE MEANDERS D-698) TO A DEPTH 12" BELOW SUBGRADE 2 (SEE WP-2 ON SHEET CS-501)�\� SIGNAGE (TYP. OF 2) IT IS LOCATED ON WAWA PROPERTY ALONG P/L ELEVATION. n g!P �P9 (UNDER SEPARATE PERMIT) EXISTING OVERHEAD ) STANDARD DUTY NORTHING: 3912981.34 ELECTRIC LINE SHED (SEE ARCH. PLANS I JA-ZAN LIMITED PARTNERSHIP z c p��Jo I EASTING: 11487364.91 EXISTING OVERHEAD D.B. 1134 PG. 536 CONCRETE SECTION Q ° ��' I ELECTRIC POLE DUMPSTER AND SHED MASONRY ENCLOSURE SHALL BE I D.B. 779 PG. 401 (PLAT) FUEL CANOPY, BLDG. PARKING, AND DUMPSTER PAD i o TIE INTO EX. CURB A HEIGHT OF 8' AND MUST BE CONSTRUCTED OUT OF PARCEL ID: 061 WO-02-00-00200 AND GUTTER ARCHITECTURAL BLOCK TO MATCH THE BUILDING ZONED: C-1 COMMERCIAL Q L I MASONRY (SEE DETAIL ON SHEET CS-503 AND ARCH. PARCEL USE: VACANT COMMERCIAL LAI » 5' CONC. SIDEWALK L I PLANS FOR ADDITIONAL INFORMATION) v I I 8" AIR ENTRAINED PORTLAND CEMENT w v I RMD PROPERTIES, LLC I CONCRETE W/ A MIN. FLEXURAL STRENGTH OF 650 PSI AND MIN. 28 DAY yo' a COMPRESSIVE STRENGTH OF 4,000 PSI D.B. 2217 PG. 191 2.0" SM-9.5A o D.B. 407 PG. 55 (PLAT) BITUMINOUS TACK COAT M PARCEL ID: 061WO-0-OA-00200 4.0" BM-25.0 ZONED: C-1 COMMERCIAL 7 77 PARCEL USE: MARKET Q 11 1 L Y # ++++ # ++ LJJJJ W w z ° =1 I -I I=1 I=1 1=1 11=1 11=1 1=1 1=_ 11=1 I I III -I 1=1 I -I 11=1 1=1 IJ_ 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 Q 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 ELEVATION. J E WAWA ASPHALT PAVEMENT SECTION HEAVY DUTY Q CONCRETE SECTION SHEET NUMBER DRIVE AISLES/TRUCK ROUTES UNDERGROUND TANK PAD _ o L CS 101 Z ~ 'lotted By: McUro, Stephen Sheet SetKho Layout: CS—ZUl SIGHI DISIANCE FLAN & LIHUFILE februcry UY, 2U2.5 U2:6U:22 m K: AKIC—CIV ll•SJbtS — renaudVUU1 — route 29 and greenbrier VCAD\plansheets CS-2UI SIGHI DISIANCE FLAN AND PHUFILE.dw 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 VA m rn 00 L, aItt, -um <r •,�'JWWCD _ �yy c� •,..i..:,� m�JO • I I I I O h cz '.• :... � z;' LAN �7'9 I ♦L'�''•} T. ...1 AL.. 4. I ♦ ♦ I N O O C,4 O O 0 D N � = O O O 22 N N D O O z r- m D r z UAI UAI CA71 0) O N CA O 3.5' HEIGHT 455.8 455.21 m 11 x D A 0 O o o m A m A m \1 x Z z D m I I I I I I N I g n z I M II I m I I I I I I I I I x I 0 = ti 0 m m H 3.5' HEIGHT 0 K 0 O N O O m m I VERTICAL O O N -P� OD O O N O O W O O OWD N 0) 3.5' HEIGHT 443.0 442.66 a = a m O i a 0 O m O \ o O Km A m O m 447.7 r �\ z A ` N m sa 0 9Z o WW V` I I I m L) ti O 452.4 0 `m ti t- 3.5' HEIGHT A A A A A A CA A A A Cr Cr OD O ? CD N CA N W N 0) 46 OD N O) 3.5' HEIGHT 443.0 442.66 x H / 0 0 O m 0 x / A D O z z / m A D O / / 437.9 iy 0 0 1 a� L C �OZ u r cl- c c r r L r C 7 x (' m x ti ' O m 0 y ' 3.5' HEIGHT ' A A A A A A A N N W (A A A A A O N O) O A O 0 ."O D N � = O 2 O O A V1 VERTICAL N O O D z r- m y O N OD r z -1T M m M� 9 =0— =0= V • N O D m VA m m 0) i O I 9q On 9� \ DECK \ I m T p S�Q9 `A '�0, s° M � D \ A � O 4S� m my x \ 9� 2 COP — eak c NZm0 \ 00 mo�N�m Z"T�NS aC)o 0m \ \ moI NCI w r.00N— m\ M l ^w� v \ �C) m of-0 N m � O D 00 k `e WAWA �Cn E SIGHT DISTANCE ROUTE 29 AND CD FTGREENBRIER PLAN & PROFILE ALBEMARLE COUNTY VA KHA PROJECT 113358001 DATE 02/09/2023 SCALE AS SHOWN DESIGNED BY RRP DRAWN BY STM CHECKED BY PRY JA Kw1m1ey>>>Horn ©2023 KIMLEY-HORN AND ASSOCIATES, INC. 2035 MAYWILL STREET, SUITE 200, RICHMOND, VA 23230 PHONE: 804-673-3882 WWW.KIMLEY-HORN.COM No. REVISIONS DATE BY U c Ur v O U 0 in U 0 O T Y O 0 0 L_ 3 0 u N 0 0 Q O E 0 S T E n c 0 0 a 0 U 0 O 0 Lo v n 3 Q o 3 Jj C n E 0 E, o I m n r N C 0 N v U � c vl o O L d Q0 J o E n c c � m o S v Ut TJ w c � O s m Lo m m 0 n O v I 3 B L � u s p 3 3 0 0 c w m „ L � I U x) n C 7 O 0 > a ;J Y � a Y v v L E `o V T c U �0 V � c y h 0 N N - v U s '> u, L w D O i ✓ n c v D n N in J C_ Q C — O W O ,J � L n v 0 a o N O � J � y v O � L U Y c 0 n a v c v o � v n � 5 c �y � 3 n L .v 00 �y E L 0 U O L 1 ~ Center of Ballard I a• Plastic Cava 9' Min. From by Ideal Shieltl Edge of Par ALL COV4tS TO BE WHITE 6' Sch. 60 Face of Sidewalk Steal Pipe Neoprene Tope Adjacent Surface 10' Schedule F'�• t - PVC Sleeve Cut 1' Below Finished Sltlewalk Elevation Concrete Encasement Concrete d: Subbase Varying Thickneea 6" Compacts .� Pea Gravel Bed Subgrode No Craves Auger Bore CONCRETE AREAS j' Plastic by Ideal ALL COVERS TO BE Sch. 80 eel Pipe Neoprene Tapia 10• Schedule 40 PVC Sleety Cut Flush With finish Bituminous Elewtion Subgrade 6' Compact Pea Gravel Bed II II Pea Gravel Auger gera Bere BITUMINOUS AREAS 6' Sch. 80 Steel Pipe a' Plastic Caw by Ideal Shid Neoprene Tape ALL COVERS TO BE WHITE 10" Schedule 40 4' Topeon PVC Sleety Cut /Flush With Topsoil Subgrode Pea Growl Beal d Pea Gravel �.h 1�8" 4 Auger am LANDSCAPED AREAS O RESERVED PARKING v PENALN it 3 FIRST OFFENSE PVC SIalm �0� Embedded out f' Below to rSn Finished Elevation I. 9KAFLEX 1C SL Sedmt 1111rillh-I arole/ 3' Non -Shrink moot Great ScA. 40 Pea Gravel Slaeva 6' Sch. 60 Stow Pipe GENERAL DETAILS AND CAULK/GROUT DETAIL FOR CONCRETE AREAS Cow Ern' I I }' Into Sedent 1' SIKAFLEX 1C SL Sealant PVC Slesva out Flush Win Finish Elewtion of Bituminous/Topeol — 4' Topsail +w i lea Concrete EnrncamanI Peared Fuel, To Subgrode 3' Non —Shrink Gout 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) GN PROVXV)VWHERE (REQUIRED AN ACESSILES<IR7-8a) ACCESSIBLE N z ? vex Y 6 Z o n FFENSEFENSESo'wLEGEND - BLACK LOE N0y0R BACKGROUND - WHITE (REFLECTIVE) w spa ERYJISCE SIGN SHALL BE R7-8P (10'X12') tOFMNSM ZONE will TO MEET LOCAL REQUIREMENTSIaes WZ ¢BREAKAWAYDSTEEL 0is U POST NOTE, SIGNS SHALL MEET THE REQUIREMENTS OF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. ADA PARKING SIGN DETAIL N.T.S. PROPOSED IFAWA FOOD LARIAT ey ]L Intersection WAWA IAO. EACINERRINC DEPT. _ Also W. ,ILft,WR. PRl ...1 rm x nou ;Top of Pipe) Varies GENERAL BOLLARD DIMENSIONS AND SPACING AROUND BUILDING rwres1 ,w- a PROPOSED WAWA FORD YARIGT Intersection WAVA 1M.. ENGINEERING DEPT. " Ma e. LYlllpll[ flS so x awB J M NO PARKING 1 M m W R=4" ~ Q �a a O 2 COATS OF 4" w WIDE BLUE TRAFFIC PAINT (TYP.) Z Q z �Zl O� � W 3 a BACK OF CURB u1M T m Cn z o O 3 !n a > v Y LLI STRIPE WITH 2 COATS OF WHITE REFLECTIVE TRAFFIC PAINT R=14" NO PARKING SIGN (R8-3A) STOP BAR STRIPING I ADA PARKING SYMBOL 'IRKING LOT STRIPING TO 2 COATS OF WHITE _ELECTIVE TRAFFIC PAINT NOTE: SEE SITE PLAN LJ LI I__I 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. GVNG 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" �OFkq�gH 4" CONCRETE, MIN. 3000 PSI STRENGTH 4" COMPACTED VDOT TYPE I —#21—A STONE BASE BROOM FINISH � / ' / . / / / / /'/0/ / / / / 7 / . / / / . 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 1" RADIUS \ / CONCRETE / PAVEMENT/ Z�' \6" 2A MODIFIED STONE MOUNTABLE CURB/ISLAND AND STAMPED CONCRETE DETAIL N.T.S. O M N M N L�Q z� 0 U)z U z ~ O C U= 012 N � co U n. a z C�O r O ZN CD = aw�r Z�ow O c J _LU W Y Z O ��a� Yin � J N O N r In O N RYA PERKINS LiC. No. 046565 02/09/20 ) O N O O LLnn 0 DO LOLO H Cn > > a,, oM O a o m m o Q W z z W Y Y 0 ¢ v ¢ w (U!l O O U v / J M 0 N Z I< LU Q N 0L N W Lu ZW W OO V W J Q Ld m J Q SHEET NUMBER CS-501 16 0 0 U 0 a C O `o T E Y 0 a 0 r 3 a 0 0 m a 0 0 T E 0 0 0 v 0 O .o 0 0 3 m v n 3 J Q 0 — o � r � 3 W .. — C E 0 n v v n r � C 0 � w � u L C C 0 v d n Q O J a LE n` C C � 0 m o L v �v 0 T 0 V `o N O v 0 n 0 L N I 3 � s � U s � 3 0 O 0 C w N C C I .0 n � o � v 7 N 0 a J n J w Y 'u v a Y '^ v s O T C � O h � N ti . v - u T > v 0 0 n` w m E n J C_ Q C � O 0 it - n .v V r n v n v 0 a 0 N 0 C J � y v O � L -O Y c 0 N � n a v �u C N O Y u n � c v y � 3 v s .v 0 0 J .. E n U or Z ~ 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" �f CONCRETE PAD (SEE STANDARD DUTY CONCRETE DETAIL) CURB `ADA CONSTRAINED j/ 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 PUMP PARKING ONLY" <. I"AIR SIGN m YELLOW - a p d °. QQ ° 4' x 3' AIR ° e O 4 MACHINE d. PAD W/ 2 d ad BOLLARDS °.. .e c °. _.d:..:. g dA ' d .. .° a a .°�4' a _ . - .• 6" I-�10'11'5'-�{ AIR PUMP PARKING DETAIL N.T.S. o EXCEL AIR MACHINE O MODEL #SC05 N It a 9.75" BOLLARD (TYP.) (SEE DETAIL) AIR PUMP FRONT ELEVATION N.T.S. 1 1/2" END VIEIU 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 w NOTE: SIGNS SHALL MEET THE REQUIREMENTS OF LLJ > GALVANIZED THE MANUAL ON UNIFORM m t= BREAKAWAY TRAFFIC CONTROL DEVICES. a 0STEEL U POST 0 2 c0 Y Q d AIR PUMP PARKING SIGN DETAIL N.T.S TOP VIEIU d'_rJf ii Mi1Y 2 '�/Lt 1/42 FLAT BAR J KICK PLATE r PACIFIC STAIR STANDARD GUARD RAIL WITH HANDRAIL PICKET J CORPORATION. L POST AND TOP LINE MATERIAL TO BE 1488 1 1/2" x 1 1/2" x 0.120" r, SLOPE TOWARDS ASPHALT i tDO' �n U0 10" PVC o o SLEEVE 24" 6" BOLLARD ° ° �r W/ COVER CONCRETE PA CURB + •- 8"W X 36"D X 6" °�° M DESIGNER NOTE: AIR PUMP TO BE PLACED INLINE OF SIGHT TO BUILDING. AIR PUMP PLAN VIEW DETAIL 55.5" MADE OF ROLLED ALUMINUM: 11/2" SCHEDULE 40 ALUMINUM WITH 17/8" O.D. STANDARD LENGTHS: 60" SECTION FITS UP TO 5 BIKES STANDARD HEIGHT: 46" INSTALLATION OPTIONS: SURFACE MOUNT FINISHING OPTIONS: STANDARD CLEAR ANODIZED MANUFACTURED BY: IDEAL SHIELD 2525 CLARK ST DETROIT, MI 48209 PHONE: 1-866-825-8 659 STANDARD BICYCLE RACK DETAIL 8690 Stair Way NE Salem, OR 97305 2. HAND1241L MATERIAL TO BE I I/2"0 (lbb" OD.) PIPE R437 J NTS www.pacificstair.com 1 503.390.8305 3. PICKET MATERIAL TO BE 1/2" SQUARE BAR 5" RO.5" 30" 24" R1.5" 4 R1.5" iD d 'r C ° N C 4 a. ° d 4, .e d 4 a. 4. d � n d CONCRETE SPECIFICATION TO MATCH STANDARD CURB AND GUTTER SPILLING CURB AND GUTTER (30") N.T.S. 04"0 �0 0 0 MERCHANTS METALS VINTAGE SQUARE PREMIUM, SPEAR TOP SMOOTH RAIL PANEL ATTACHES TO POST WITH CLIPS 704" PANEL WIDTH 4,375" ❑,C, 30„ 7C 28" 1 6" 48" n es: DESIGN AND SPECIFICATIONS SUBJECT TO CHANGE BY MANUFACTURE. POST AND FOOTINGS AS REQUIRED BY SITE CONDITIONS AND CODES. Ahk Merchants M e t a I s rw.MerchantsMetals.com the first name in fence solutions Bch-Info@MercharnsMetals.com SIZE FILET PART NAME, RED A VINTAGE SQUARE REGENCY A 8-260-1600 PRFMIt1M MMI SPFAR TOP 3—RAII VSP.R.R.SW to z 0 w 0 M N M N L zQ z, 0 1-o Wz 1—o Q� U= Ou N � co O Cn Q Z C]o r O ZN c0 = awe} z�ow _~ W Y z 0 �a� U � J N 0 N r Q �LO LO M N i RYA PERKINS LiC. No. 046565 OZ/09/2023 i 3: O of cr�Ld H N Y Y O O _ 0 00 toto \ > 11 > a,, o O a o m m o Q IL W z z W Y 1 0 ¢ v ¢ w V Ul W O Y O S U v / J Z LU J C N W W z W W O AO 1..� � L J Ld Q LJ m J Q SHEET NUMBER CS-502 C } m N GATE SLOPE PRECAST CAP; T.0 WALL Li 0 - 9 - 0�a Q o T.O. MASONRY BRICK TAVERN Y T.O. SILL 5' 0" MANUFACTURED cr) STONE SILL _o �_rrr=_=__=r_=_____ "- BRICK TAVERN w 0 T.O. FLOOR SLAB OI L N 6 - OII C 0 RIGHT ELEVATION N z Q 0 i O i� N I M L Y GATES z> a T.0 WAL9 -0L �, O � o T.O. MASONRY OU CO 00 8' _ $" Cn� � U BRICK TAVERN ao n �i� Qo o o iiii LIGHT FIXTURE �/'� NLA TTO. SILL (Z)f 5 .o 5' - 0" o r LJ Y MANUFACTURED STONE SILL 3 i ii—i-----r-i------i Y -i---i-i--i--ii-i- �J i iiiiiiiiii i�iiii�iii — BRICK TAVERN Y i iiiiiiiiiiiiiiiiiii CD i iiiiiiiiiiiiiiiii O Q i iiiiiiiiiiiiiiiiiii N r � � T.O. FLOOR SLABd r� CDU) E 0' 0" N Mn,o ° LEFT ELEVATION O o I , y ALTH 0�, ptYP � C O N y U G% �o x U RYA PERKINS 9 /v LIC. No. 046565 0 0 / a Q � O'L/OJ/2023,w _ LIGHT FIXTURE GATE SLOPE PRECAST CAP E T.O. WALL 0 9' - 0°`sjONAL� T,O.MASONRY 8' 8" z LL :> a_ O N O � U) 0, Ld ° -6 — BRICK TAVERN oN m y 0 00 > o �\ � m r T.O. SILL �, a-r,) o o Q o m m 0 0 a s 5'-0„ a \ W z z Y 3 MANUFACTURED Y N Q a w STONE SILL o o 0 — BRICK TAVERN ° 3 ° p C — BOLLARD co T.O. FLOOR SLAB ff^^ � 0 0'-0" VJ > FRONT ELEVATION J > a 3 U a U Q (If 0 Ya W � w Y E O i� 0 w _T I I I O C W O v SLOPE PRECAST CAP T.O. WALL f ^ 9 0„ VJ \,TO. MASONRY �r iiiiiiiiiiiiiiiiiiiiiiiiiiiiiiii { o 8,- 8•, LIGHT FIXTURE � E BRICK TAVERN. TO. SILLO 5 - ,. -ir-ii-iri--r-ii--i---riii-i----r- Q MANUFACTURED STONE SILL iiiiiiiiiiiiiiiiiiiiiiiiiiiiiiii BRICK TAVERN N m 'nLU V i i i U � iiii ii iiii iiiiii iiii iiii iiiiii iii — T.O. FLOOR SLAB a 0,-0- 0 o m ° 0 REAR ELEVATION c� z J Q LC Y 0 W O N 0 LJJ Cn a W 1Z z N O can v _-. O ry O w Metal Door Trim Thin Brick Li 3 Benjamin Moore James Hardie Tavern Flash Red c 0 Pumice Stone Arctic White Q BM #1197 JH10 20 Marion Ceramics w m v Q m SHEET NUMBER r CS-503 c N N O N Q 0 `o I E Y 0 T a ° L_ 3 v a u ° 0 0 N N a 0 E 0 Z a v Y T a c 0 0 a ° ° v c ° O 0 N `o ° o v z .- Q 3 z s _z � 3 Y 3 m E 0 I � � v r N C � o m v � u C ° 0 Q n :J o a E n` -O C c v ° ° c " c v 0 0' T V m a J 0 o a N I ° 3 � L u D s � 3 0 C 0 N I cm 'o u n 7 C v N O a J � I a J u Y 'u v Y n ° ° ± n ° � T O V � U � C w � C v . N m 0 i o N C 1 v E 2 z Q N J Z m 5 ° Q Y � � L 7r c J N v 0 a o O � J � y ° o ° Y c ° n a v m° C N O L ° n ° 5 c v y � 3 v L - w 0 0 E ° o � o L Z ~ 01 a`LO p0 / 9cIp h / G/ ���ati / /5�%Q/ CONTRACTOR TO REPLACE RIPRAP �OQ,a �� ati5' / / AND PERMANENT SEED OR I o / BLANKET MATT DISTURBED 013 SLOPES WHERE APPLICABLE / CONNECT TO 54"±RCP EXISTING STRUCTURE /427.59' Mn i a�aOh G TIC _ �436RIM ash god I CONTRACTOR TO ENSURE MAXIMUM' O '\3? DINN 2% CROSS -SLOPE THROUGHOUT / A -- FS E `� a p PEDESTRIAN CROSSWALK S 442.56 2 442.56 �� _ SET (VA) CHARLOTTESVILLE-1165 PEPSI PLACE, LLC CONTRACTOR TO REMOVE EXISTING / C B/ 442.665 20' PUBLIC DRAINAGE EASEMENT D.B. 4722 PG. 213 II STRUCTURE AND EXTEND PIPE TO s `� 443.16 FS I INSTR: 202300000743 D.B. 2359 PG. 589 (PLAT) TC 0, FI I 1' I ' I g" y PARCEL ID: 061WO-02-00-002BO i PROPOSED STRUCTURE 99A. � \ �/ �. N �' a6'445../ 1.911 II 11`1 � *,�pR ZONED: C-1 COMMERCIAL CONTRACTOR TO VERIFY VERTICAL uP v TC \ IIII { 1 S �& bo PARCEL USE: CONVALESCENT HOSPITAL LOCATION OF FO LINE FOR (444.77 443.97 1 1 w 9' LOCATION OF "STEEP SLOPES -MANAGED" AS ao POTENTIAL CONFLICT WITH 9 4 .0 444•86' TC BC TC I 99 { (G� \,G \ p'I IDENTIFIED ON ALBEMARLE COUNTY GIS (TYP.) Q% ' STORMPIPE EXTENSION SF> q `/ RI FS 4� b43 444.48 v. { \ I I F • , a5 b vll . ..I FS RIM 445.45 1 { 4 Q,na4 II 1 L F' Q' 'h i gCCONTRACTOR TO FIELD VERIFY DEPTHS F� v /\ ¢t, 44.86 IM" EX. GAS LATERAL TO REMAIN. CONTRACTOR \_V a NIP* III v F 446.16 OF ALL EX. UTILITIES AND CONTACT 448.04 / 450.89 TC 4 , 15 TO CONFIRM VERTICAL LOCATION OF GAS q KIMLEY-HORN IF CONFLICTS EXIST o g .-`_ LINE AT PROPOSED STORM CROSSING _15"CPP �� �.E' TP TO BE ADJUSTED TO PROPOSED `- "� pFS 44814 FSN ,� � - -- - " - - - - - ��ppbp GRADE AT EDGE OF SIDEWALK FO VAULT TO BE ADJUSTED TO / 449.67 �. FS ggA 100 \ 20' PUBLIC DRAINAGE EASEMENT PROPOSED GRADE AND COORDINATED _ = R a G Q atilt I I a TC 0 FS 448 75 " \ TR: 202300000743_ WITH APPLICABLE UTILITY COMPANY ,n 49.77-\ �--_-_-- 1 I I 452.95 / 452 16� / FS FS j� a5452 O FS 453.38 453.35 / 452 24 _ - 448 29 3 1 T 2 TC - - 45 _ -erg FS' FS �i 449.25 454 \ \ 453.02 451_- '�a�a 95 452.63 ` 451 93- J o- FS r4J5 170 VARIABLE WIDTH SWM FACILITY EASEMENT'S 456.65'9 T _ _ INSTR: 202300000742 - GQ' �a �a6' _ - / - --455.49- 453 - '455. 19 _ - 112 - 5 ,.. "RIM -'_ - �� ST'' 453.97� 454.60 454 38 453N - 4 4.85- - 4 �0� \ p'( TC 454-� 456.02 1p1fl RIM • \ 454.33452.00� - - _ \ J TC � SWM o TC HP 455 � - 455.06 TC ME 455 FS 454.72� 454.36-..,y a . - TC 6 �455.67 � FS 4 454.80 1 I CANOPY DRAIN h5 WM \ \ \ FS ME \ ram, FS P ` -. -. FS P 6 TC - �• /RIM 1006 p� FS ME ..'.-y.� ., INV: 451.30. - 10" PVC ®1.00% 456.28 455.01 100A 455.77 455.77 -- .. \ T56.8 456.66 454.57 \ \\\ \\ a 8" PVC ® 2% MIN. ` TRENCH INV. 454.80 s. t 455.24- F TC_TC \ / ^ TC ITC BC �Qo 50 1 .. 454.2t' >Q y FS P P56.25 456.85 \ TC 74 454.93 455.1� 45 454RIMi/ o O a 6' PVC 1.00%f CONNECT 6" PVC TO 6g 1 RCP WITH RUBBER TC BC T 6 "<--0 454.27 / FS BOOT CONNECTION \ 456 FS 456.14 �� 455.93' 456.10 TC 200 454.59 �. r . " 4 456.38 TC1 • i .. i RS P \ Tc TG 4ss.1 \ 1\\\ \\\ \ CONTRACTOR TO CONFIRM 201 FS P' , �, . • .455.40 6 456.05 \ 456.08 TC I 1 \ 1 \ VERTICAL LOCATION OF GAS LINE 454.64 454.77 g 455.84 455.85 / I AT PROPOSED STORM CROSSING RIM FS OWS is '�` °',� ,,�•'�':■.� FS P 1 45644TC G / 0455.10 455.87 TC BC TC BC ap N 454.69 I : 456.77 .' .. FS 455.84 456.30 (SEE SHEET CG-502) ��{ . •TI 455.25'. .TI 455.51• TI 455.76 456.40 S Fg� G 456.59 FS / 1 N N FS1571611.1 RIM: 454.12 /{' BI 454.75 B� 455.01 '•..BI 455.26 FS �� 56.97 \ TC \ c S _ INV. IN: 451.50 / - . T . �•' ' ' - I "' •� / 455.84 456 1 n 1 I 1 r ^ .. * ' n ... FS 456.59 457.00 FS 455.89 I C� C� 455.36 INV. OUT: 451.38 / - ' ' - - I `� �' { O m ` R ? j - .. - / h 456.75 r Z TC TC 455.95 FS I \ I \ FS TRENCH OUTLET / 456.39 `]'.'..•* FS FS 456.04 , I { �^ 455.30 I I TI 455.77 ': TI 455.95 ; :11 456.15 ;• 2.26 ACRES 6" PVC ®1.00% \ O I O / I I \ I I CV FS TRENCH INV:453.50 ( a :{.-. BI 455.27". BI 455.45 BI 455.65 FS .-.r o 56.FS W50-FB-VA \ \ 4 \ / n5 FS-�/I II 1 II 1 \� n I PIPE INV:452.50 456.40 1.81% 103 456.92 \ S �N/ - �s� 1 �i rn m m 5455.27 4-� .�' ' : ■ . ■�) • •/FSr'-T 456.78 `z / I N d a -455.39 455.18 6,Oa9 SF •.'` : RIM\ ( I I I I I I W = TC - BIGCLEANOUT (TYP.) .. :'455.75.. 2.009 FS FFE:457.05 : ' ' yam' \i \ G 457 \ _p O 455FS .33 454.93� /I I. c FS P i. 48 WAWA SPACES N 0 �' O N TC BC F 6' PVC ® 1.00% ''. ..: w� y ` .7 456.42 (�89, \ I 457.23 FS Y RIM / 457.53 O(� w 454.84 \ �i S I." :..c . . 456.46� a . '-. ` -,, %456.97 457.16 .70 / FS -I N FS 454.95 , TC 457.59 \ 1 \\ \ Nl �1 r'7 I� 454.89 TC TI 456 27' . ' TI 456.37. - - TI 456.s3 FS 456 79 CLEANOUT (TYP.) FS TC I _¢ Oj e BI 455.77 •. BI 455.87 c.'' BI 456.03 :FS ;, s 456.84 FS )3 \ < FS �I ® ■. - ... 456.83 - s 0 455.15 I 455.59i / 455.78 . s" �- + . ' FS �� 1 458.14 4b8 rn \ \ 1 C7 C9 .: - ... . ag6 456.10 FS • • INV: 454.05 (TYP.) TG \ °Q O 11I I ldI III { 1 f > 0_ 0_ FS I, TC HP FS P / . .� . _ . { \ ; . 458.78 M 455.16 I / 456.03 ? CANOPY•DRAIN TYP. OF 6 .FS P 456.62 456 97 : _' 101 ah 457 T TC\ 459.07IIIII I III I t\ FS V Lo / P ( ) FS �. .57.64 • . .It I I I O O 455.20 V `� - - INV: 452.94 - FS 45 .88 .� TC r0 r1 _ I �i LUIv}'OS ET 456.56 / FS \ / FS EAS44M: TRENCH INV. 455.78 456.25 p 456.93': 456.93 457.39 06136 455.46 456.41 48 1 240/ FS P 456.62 S 456.80 •`'.,_ o- �o. _ %-..1-5 P / / FS 4s8.38 �,�� I I 1 FS .._S TC Z SS �- aS P FS 457.54 457- 6W W W FS 459.30C 9.T0 I O o 455.52 SS -�- SS / 4ss.89 102 TC TC 457.48 _ \ I \ III IIII 456.01 457.04 1.32% 459.30 TC FS 1 456.53 TC / TC- W w FS 457.13, 456.30 TC 456.85 458.00 F TC \ \ \ \\II II IIIII1 455.57: _ - W W W 457.13 a 458.67 TC \s \ 1 IIIIIIII 4s6.641 RIM I TC TC� TC �\ s\\\\IIII II 11 1\II r%i �_ _ a T 456 TC/ v vn� N \ YUHL am: �� / / I-458.8C _ \\ - - \h'lllllllllllllll�llll�llll 456.77 I ��6- W W W _ W-CLEANOUT (TYP.) W NI W FENCE MEANDERS TC --- I)� 456.92 1 6" PVC ®1.00% ALONG P/L �P 1IGv�e TC ME 40' GAS LINE EASEMENT �pQ age II I JA-ZA IMITED PARTNERSHIP O��FN II I D.B. 290 PG. 434 I D. 1134 PG. 536 � D.B. 421 PG. 500 D.B. 77G. 401 (PLAT) D.B. 1683 PG. 337 PARCEL ID: 06'rWO-02-00-00200 II ZONED: C-1 C MERCIAL PARCEL USE: VACANT C ERCIAL LAI I RMD PROPERTIES, LLC �9 p D.B. 2217 PG. 191 N,bl D.B. 407 PG. 55 (PLAT) pQ? a5�' PARCEL ID: 061 WO-0-OA-00200 ZONED: C-1 COMMERCIAL PARCEL USE: MARKET STRUCTURE TABLE STRUCTURE NAME DESCRIPTION RIM HEIGHT STIR. 97 EX. STRUCTURE 427.59 STIR. 98 VDOT STD. MH-1 436.52 10.09 STIR. 99 VDOT STD. DI-3B (L=6') 444.48 9.15 STIR. 99A VDOT STD. DI-3B (L=6') 446.09 4.09 STIR. 100 VDOT STD. MH-1 445.45 7.26 STIR. 100A VDOT MODIFIED MH-1 (CONTROL STRUCTURE) 4s3.43 12.67 STIR. 1008 VDOT STD. MH-1 454.50 11.48 STIR. 101 VDOT STD. DI-3B (L=6') 457.23 7.15 STIR. 101A VDOT STD. MH-1 456.92 8.12 STIR. 1016 VDOT STD. DI-2B (L=6') 455.89 5.96 STIR. 102 VDOT STD. DI-1 455.90 5.21 STIR. 110 VDOT STD. DI-3B (L=6') 454.42 8.87 STIR. 111 VDOT STD. DI-3B (L=6') 451.05 5.25 STIR. 112 VDOT STD. DI-36 (L=6') 452.45 6.38 STIR. 120 VDOT STD. DI-3C (L=6') 455.27 5.77 STIR. 200 DOGHOUSE MANHOLE 454.64 4.39 STIR. 201 VDOT STD. DI-3C (L=6') 454.21 3.79 STIR. SWM1 SWM STIR. SWM3 SWM STORM PIPES PIPE SEGMENT LENGTH DESCRIPTION SLOPE INV. (IN) INV. (OUT) STIR. 98 TO STIR. 97 51 LF 15 IN RCP 7.50% 426.62 422.81 STIR. 99 TO STIR. 98 63 LF 15 IN RCP 7.50% 435.50 430.75 STIR. 99A TO STIR. 15 LF 15 IN RCP 2.01% 442.00 441.70 STIR. 100 TO STIR. 99 20 LF 15 IN RCP 5.00% 438.38 437.35 STIR. 1ODA TO STIR. 100 56 LF 15 IN RCP 6.73% 442.26 438.48 STIR. 100E TO STIR. 100A 29 LF 18 IN RCP 2.60% 443.02 442.26 STIR. 101 TO STIR. 101A 48 LF 15 IN RCP 2.45% 450.08 448.90 STIR. 101A TO STIR. 100E 70 LF 15 IN RCP 1.99% 448.80 447.40 STIR. 101E TO STIR. 101A 182 LF 15 IN RCP 0.57% 449.93 448.90 STIR. 102 TO STIR. 101 92 LF 15 IN RCP 0.55% 450.69 450.18 STIR. 110 TO STIR. 1008 11 LF 15 IN RCP 0.95% 445.55 445.44 STIR. 111 TO STIR. 110 32 LF 15 IN RCP 0.50% 445.81 445.65 STIR. 112 TO STIR. 111 34 LF 15 IN RCP 0.50% 446.08 445.91 STIR. 120 TO STIR. SWM3 37 LF 15 IN RCP 4.29% 449.50 447.92 STIR. 201 TO STIR. 200 32 LF 15 IN RCP 0.50% 450.60 450.44 STIR. SWM1 TO STIR. 100B 1 19 LF 18 IN RCP 2,60% 443.50 443.02 / GRADING LEGEND TC: TOP OF CURB ELEVATION BC: BOTTOM OF CURB ELEVATION TW: TOP OF WALL ELEVATION BW: BOTTOM OF WALL ELEVATION TI: TOP OF ISLAND ELEVATION BI: BOTTOM OF ISLAND ELEVATION FF: FINISHED FLOOR ELEVATION FS: FINISHED SURFACE ELEVATION P: PAVEMENT ELEVATION G: GROUND ELEVATION RIM: STRUCTURE RIM ELEVATION ME: MATCH EXISTING DRAINAGE STRUCTURE CALLOUT VDOT STANDARD CG-6 SPILLING CURB AND GUTTER GRADING NOTES 1. THE ROOF/LANDSCAPE DRAINAGE SYSTEM HAS BEEN DESIGNED IN ACCORDANCE WITH THE CURRENT EDITION OF THE INTERNATIONAL PLUMBING CODE. 2. PIPE LENGTHS ARE MEASURED FROM CENTER OF CHAMBER TO CENTER OF CHAMBER. 3. VDOT STANDARD ST-1 STEPS ARE REQUIRED ON ALL STRUCTURES WITH HEIGHT GREATER THAN 4 FEET. 4. ADA ACCESSIBLE PARKING SPACES ARE SHOWN AS SHADED AND DESIGNED WITH A MAXIMUM 1.5% SLOPE IN ALL DIRECTIONS. CONTRACTOR TO ENSURE SLOPE DOES NOT EXCEED 2.0% IN ANY DIRECTION. 5. PROPOSED SIDEWALK/ADA ACCESSIBLE ROUTES ARE SHOWN AS SHADED. CONTRACTOR TO ENSURE CROSS SLOPES DO NOT EXCEED 2.0% AND LONGITUDINAL SLOPE DOES NOT EXCEED 5.0%. 6. ALL CURB INLETS TO HAVE REBAR TRASH RACK INSTALLED. GRAPHIC SCALE IN FEET 0 15 30 60 ill =30' cn z 0 w lY 0 M N M N LzQ Z > 0 �o Wz ~o U= 0� N � -coo a z C�o I o ZN c0 = aw�r z�Ow �Z c J =w ~ W Y uj Z Lua- Y N roJ N or N °O_0 O N RYA PERKINIS LiC. No. 046565 02/09/20 ) 0 Y N Y O O N cn 0 co H � m Y � 0 � O Q o m m o Q rr)W Z CD Z y Y NO < 0 ¢ w u O O U 0 N Z Q w Q N W W Z I'Z W O ry O W J Q W m J Q SHEET NUMBER CG-101 a V a s J a v o� 2 0 T C 0 n z V vo _ C Q J � J Q W u � 0 n w o J C v Y E 1nIQ Tn 1n1A 10+00 A r%"% r.-% r%t AIR 11 +00 12+00 460 0 460 0) a N a N ° 'It L ~ �o EXISTING GRADE N�> d z N > Z \ \ \ 456 456 PROPOSED GRADE 452 452 STO MWATER DE NTION 446 448 15" RCP 4.29% 444 444 Tut)UuNt)) 10+00 10+75 RIM ELEV. 453.43 9' WEIR ELEV. 451.26 8" ORIFICE ELEV. 447.51 4" ORIFICE ELEV. 442.26 15" OUTLET PIPE ELEV. 442.26 SUMP ELEV. 440.76 102 TO 100B 00 0 -0 t')O� NLO 00°4 O0)O NC6C67 460 0 ;a te 460 a? �o (6 ro O U) EXISTING GRADE a Z z o O�ZZ OEZZZ M>>> N O �0�_ OodM CA It LO F ---- aZZZ= 456 m .. »» OEzzzz 456 PROPOSED GR DE EX. 8 AS LINE 2 CROSSING (SEE SHEET CU 501) - EX. 8" GAS LINE 1 SSING (SEE SHEET CU-501 452 1K) 452 92 LF OF 0- 15" RCP ® 0.557 N 15 RCPLF OF ® 2 Sy 70 15" RCPL ®� 448 99y, 448 444 1 A 1 444 441 441 00 0 .� It It ItDDLO 112) N 10+00 11+00 RIM ELEV. 453.43 9' WEIR WALL 4" ORIFICE ELEV. 451.26 ELEV. 442.26 8" ORIFICE ELEV. 447.51 15" RCP 18" RCP ELEV. 442.26 _ELEV. 442.26 C SUMP ELEV. 440.76 4.0' CONTROL STRUCTURE (100A) VDOT STORM DRAIN DESIGN CALCULATIONS - 10-YEAR STORM FROM POINT TO POINT DRAINAGE AREA RUNOFF COEFFICIENT CA inlet accum INLETTIME RAINFALL RUNOFF INVERT ELEVATIONS LENGTH SLOPE SIZE PIPE CAPACITY Q/Qf VELOCrrY FLOW TIME REMARKS upper end lower end incr accum acres C min in/hr cfs ft ft ft % in cfs % fps min EX SMNL-3 STR 200 0.72 0.82 0.590 0.590 0.00 6.67 3.97 453.35 450.44 206 1.40% 15 7.68 52% 6.25 0.54 0.00 STR 201 STR 200 0.520 0.880 0.458 0.458 7.00 6.07 2.80 450.60 450.44 32 0.50% 15 4.57 61% 3.73 0.14 7.00 STR 200 EX SMNL-2 (N/A) (N/A) 0.000 1.048 0.00 6.00 6.34 450.44 450.30 16 0.90% 15 6.04 105% 5.01 0.05 7.23 SURCHARGED EX SMNL-2 EX SMNL-1 0.630 0.870 0.545 1 1.596 12.80 4.87 7.83 450.30 449.15 109 1.10% 15 6.63 118% 5.54 0.28 12.50 SURCHARGED STR 112 STR 111 0.340 0.890 0.303 0.303 5.00 6.67 2.03 446.08 445.91 34 0.50% 15 4.57 44% 3.73 0.16 5.00 STR 111 STR 110 0.050 0.950 0.048 0.350 5.00 6.61 2.33 445.81 445.65 32 0.50% 15 4.57 51% 3.73 0.14 5.16 STR 110 STR 100B 0.230 0.710 0.163 0.513 5.00 6.57 3.40 445.55 445.44 11 1.00% 15 6.31 54% 5.28 0.04 5.30 STR 100A STR 100 (N/A) (N/A) 0.000 0.000 0.00 6.67 5.89 442.26 438.48 56 6.70% 15 16.75 35% 13.66 0.08 0.00 STR 100 STR 99 (N/A) (N/A) 0.000 0.000 0.00 9.02 5.89 438.38 437.35 21 5.00% 15 14.43 41% 11.80 0.03 0.08 STR 99 STR 98 0.030 1 0.950 0.029 0.029 5.00 6.67 6.08 435.50 430.75 64 7.50% 1 15 17.64 34% 14.45 0.08 5.00 STR 98 STR 97 (N/A) (N/A) 0.000 1 0.029 0.00 1 6.64 6.08 1 426.62 422.81 1 51 7.50% 15 17.64 1 34% 14.45 0.07 5.08 STR 101E STR 101A 0.07 0.95 0.067 0.067 5.00 6.67 1.72 449.93 448.90 182 0.60% 15 4.85 35% 4.09 0.84 5.00 STR 102 STR 101 0.10 0.81 0.081 0.081 5.00 6.67 0.54 450.69 450.18 92 0.60% 15 4.79 11% 4.09 0.59 5.00 STR 101 STR 101A 0.05 0.81 0.041 0.122 5.00 6.47 0.79 450.08 448.90 48 2.50% 15 10.11 8% 8.35 0.16 5.59 STR l01A STR 100B (N/A) (N/A) 0.000 0.188 0.00 6.40 3.37 448.80 447.40 70 2.00% 15 9.11 37% 7.46 0.17 5.84 STR 120 STR SWM3 0.26 0.65 0.169 0.169 5.00 6.67 1.14 449.50 447.92 37 4.30% 15 13.37 9% 10.94 0.09 5.00 VDOT HYDRAULIC GRADE LINE CALCULATIONS - 10-YEAR STORM INLET 0.8D+ INV (OUT) ACTUAL OUTLET WSE DESIGN OUTLET WSE De Qo Lo Sfo Hf JUNCTION LOSS FINAL H INLET WSE F/L ELEV Vo (8) H, (9) QI (10) V; (11) Q;V; (12) 2 Vi '- Zg H; Angle Ho Ht Surface Runoff Factor2 1.3 Ht IS -I) 0.5 Ht (1) (2) (3) (4) (5) (6) (7) (13) (14) 1 (15) (16) (17) 1 (18) (19) (20) (21) EX SMNL-2 450.15 450.15 450.15 15 7.83 109 0.0147 1.60 5.54 0.12 6.34 5.01 31.75 0.39 0.14 0 0.00 0.26 YES 0.33 NO 0.33 1.93 452.08 453.59 STR 200 451.30 452.08 452.08 15 6.34 16 0.0096 0.15 5.01 0.10 3.97 6.25 24.79 0.61 0.21 90 0.42 0.73 NO 0.73 NO 0.73 0.89 452.97 454.64 STR 201 451.44 452.97 452.97 15 2.80 32 0.0019 0.06 3.73 0.05 0.00 0.00 0.00 0.00 0.00 0 0.00 0.05 YES 0.07 NO 0.07 0.13 453.10 453.71 EX SMNL-3 451.44 452.97 452.97 15 3.97 206 0.0038 0.78 6.25 0.15 0.00 0.00 0.00 0.00 0.00 0 0.00 0.15 YES 0.20 NO 0.20 0.98 453.95 457.29 STR 120 448.92 451.44 451.44 15 1.14 37 0.0003 0.01 10.94 0.47 0.00 0.00 0.00 0.00 0.00 0 0.00 0.47 YES 0.60 NO 0.60 0.62 452.06 454.77 STR 110 446.44 449.44 449.44 15 3.40 11 0.0028 0.03 5.28 0.11 2.33 3.73 8.70 0.22 0.08 15 0.04 0.22 YES 0.29 YES 0.15 0.18 449.62 453.37 STR 111 446.65 449.62 449.62 15 2.33 32 0.0013 0.04 3.73 0.05 2.03 3.73 7.58 0.22 0.08 60 0.12 0.25 YES 0.33 YES 0.16 0.20 449.82 450.55 STR 112 446.91 449.82 449.82 15 2.03 34 0.0010 0.03 3.73 0.05 0.00 0.00 0.00 0.00 0.00 0 0.00 0.05 YES 0.07 NO 0.07 0.10 449.93 451.96 STR 101A 448.40 449.44 449.44 15 3.37 70 0.0027 0.19 7.46 0.22 1.72 4.09 7.03 0.26 0.09 80 0.17 0.48 YES 0.62 YES 0.31 0.50 449.94 456.92 STR 101 449.90 449.94 449.94 15 0.79 48 0.0001 0.01 8.35 0.27 0.54 4.09 2.21 0.26 0.09 30 0.09 0.45 YES 0.59 YES 0.29 0.30 450.24 456.73 STR 102 451.18 450.24 451.18 15 0.54 92 0.0001 0.01 4.09 0.06 0.00 0.00 0.00 0.00 0.00 0 0.00 0.06 YES 0.08 NO 0.08 0.09 451.27 455.90 STR 101E 449.90 449.94 449.94 15 1.72 182 0.0007 0.13 4.09 0.06 0.00 0.00 0.00 0.00 0.00 0 0.00 0.06 YES 0.08 NO 0.08 0.21 450.16 455.39 STR 98 423.81 423.82 423.82 15 6.08 51 0.0089 0.45 14.45 0.81 6.08 14.45 87.88 3.24 1.14 20 0.81 2.76 NO 2.76 YES 1.38 1.83 425.65 436.53 STR 99 431.75 425.65 431.75 15 6.08 64 0.0089 0.56 14.45 0.81 5.89 11.80 69.51 2.16 0.76 40 0.93 2.50 NO 2.50 YES 1.25 1.81 433.56 443.98 STR 100 438.35 433.56 438.35 15 5.89 21 0.0083 0.17 11.80 0.54 5.89 13.66 80.47 2.90 1.01 40 1.25 2.80 NO 2.80 YES 1.40 1.57 439.92 445.45 STR 100A 439.48 439.92 439.92 15 5.89 56 0.0083 0.47 13.66 0.72 0.00 0.00 0.00 0.00 0.00 0 0.00 0.72 YES 0.94 YES 0.47 0.94 1 440.86 1 453.43 12+00 12+35 GRAPHIC SCALE IN FEET 0 15 30 60 HORIZONTAL 6 J Q 0 F- 3 Ld 1.5 112 TO 100B 460 I I 460 LO LOL o NL6 Oa 0,t - Orir ao�� 4vva.. t:k Ln O t Z Z Z p "t OMzz f md»» 456 NF 0Ezzzz 456 �o a) Ui �E9 ui N 0 It �v.. �Z0 / \ -Egg 452 452 PROPOSED RIACE 448 GRADE 448 34 LF OFJ �11 LF 'OF 15" RCP ® 0.50% a 15" RCP ® 0.95% 444 N O 444 i7 M PIPE 100A TO 100 15" RCP - CROSSING OF 441 15" RCP ® 0.50% 441 O t p1 N 10+00 114. 11 +2 201 TO 200 460 �460 O (O O It v vo Join LO � -t 0 Z o:�Z EXISTING o> N F 456 - GRADE N d' 9 456 \ PROPOS D \ GRADE 452 I I I 452 3 LF OFJ 448 15" RCP N 0.50% 448 I 10+00 10+5 99A TO EX. PIPE 452 452 H 448 a O > 448 rn FE 9� EXISTING GRADE Y PROPOSED GRADE 444 CONTRACTOR 444 TO REMOVE EXISTING STRUCTURE AND EXTEN -- PIPET SED STRUCTURE 9 A. 15 LF OF 440 15" RCP ® 2.01% 440 O SWM1 TO 97 10+00 10+51 460 0 0 M N oavri �vvui� t irlcNi r 4 1* It tO N p !O ZZZO MNa m d t 456 NEZ ��ZZZz -0 d0 - .. o-zz ,/,7CONTROL STRUCTURE GRADE EXISTING 452 PROPOSED GRADE �\ \ m M 't00 - \ aM6 -It o 448 \ Ui H .. 0 00 M N M ?o any \ STORMWATER PIJ 12 TO 111 15" RCP 05>> F DETENTION C SING \ �E?? �?=o 4 \ �5zz \ a \ 444 N \ IM \ M \ \ Rip c \ N OF. \ U) o to 440 s> N o m ~ to �?0 29 LF OF 18" RCP ® 2.60% M5» 19 LF OF 0) 18" RCP ® 2.60% \ 20 LF OF \ 15 RCP ® 5.00% 436 \\ 19 ... _ 'MCA®>, 432 428 �S+ 424 420 EXISTING ±54" RCP 416 415 11-1111♦ 456 452 IM;= 444 440 432 428 IMM 420 416 415 rn 00 o) Ki 't � � 10+00 11+00 12+00 12+7 z O > w O M N M N L > z z, 0 �o W z O o Cl)�co Cn a1 C�o z O zN QW' CO = z~ ILz } ow 0 J O c _~ W Y z LLJ O a U � J N O r N �LO LO M 0 N H of V RYA PERKINS y LiC. No. 046565 .�O 02/09/2023 TONAL CN 0 r N r O LijO 0 Do N I_\ n Cn> 11 r ar Q oC) O a o w m m o _ Y N O J a N a V w V U w O r O S U V ) W �S z O ` /) �,/ J_ Q L U O 1 U U Z w LL N W WW I'z W OO V W J 0_ Q LL1 m J Q SHEET NUMBER CG-501 C m N O U O m m Q U C ° C O S T Y O T 0 _o L 3 v 0 0 U on Q ° ° T E c 0 0 0 3 0 �o � C J O L ' o y N 1 0 Y ° v Y 3 n o 5 U 3 n I � E m U roy c 0 C 0 �w J o_ L � L � to n C O �a LE D -O C C Q° �0 m v J S 0 I � ° a B � n v o 3 3 O N L L U I 3 )0 n o h w h .. N I o :J m Y o FL n a E 'u N In � N h 0 h 4 O J T C v o J v w T I L m O J gj L V n U L L N m n o J Q C _ m IJ E J ° Y un yJ C_ Q c � o on Y ° � c V on U 73 n w C 9 J voi v 0 a o m O � J � m N O � L U Y C ° n a v C m O L U n m 5 c m y � 3 m L w 0 0 J .. E n U O o m � o L Z ~ A COUNTY OF ALBEMARLE Department of Community Development ot7�Nt" Construction Record Drawings (As -built) for VSMP The following is a list of information required on construction record drawings for stormwater facilities (reference Water Protection Ordinance 17-422). It is preferable that the construction record drawing be prepared by someone other than the designer. Please do not provide design drawings as construction record drawings. A. A signed and dated professional seal of the preparing engineer or surveyor. B. The name and address of the firm and individual preparing the drawings on the title sheet. C. The constructed location of all items associated with each facility, and the inspection records to verify proper dimensions, materials and installation. The items include, but are not limited to the following: 1. Inspection Records and photographs for pipe trenches and bedding, including underdrains. 2. Video Pipe Inspection for any pipes which are not accessible or viewable. 3. Updated Location with geo-coordinates of all facilities. 4. Verified Drainage Area reaps for the drainage area treated, and for drainage to the facilities. 5. Current physical and topographic survey for all earthen structures. Ponds should include a survey of the pond bottom. Surveys should verify pond volumes are per design. Corrections may be required for alterations from the design. 6. Plants, location and type. 7. Plans and profiles for all culverts, Pipes, Risers, Weirs and Drainage Structures - Display the installed type of drainage structures, culvertlpipe size, weirs, materials, inlets or end treatment(s), inlet and outlet protection, alignment and invert elevations compared to design. 8. Computations: For significant deviations from design, provide sealed computations verifying that the as -built condition is equivalent or better than design. 9. Ditch Lines - Display the constructed location of all ditch lines and channels, including typical sections and linings. 10. Easements - Show all platted easements with dead book references labeled. Facilities and drainage must be within platted easements. Provide copies of recorded documents. 11. Guardrail, fences or other safety provisions - Display the constructed location of all safety provisions; fences, guardrail, including the type, length and applied end treatments, compared to design. 12. Material layers - biofilter media, stone layers, sand layers, keyways and cores must be verified as to material types and depths. Include inspection reports, boring or test pit reports and materials certifications. Biofilter media must be an approved state mix. 13. Access roads - show location of access roads, surface treatment, drainage, etc, as applicable. 14. Compaction reports are required to verify fill compaction in dams. 15. Manufacturers certifications for proprietary BMP's certifying proper installation and functioning. 4 GRATETIPE: HEEL PROOF LONGITUDINAL DUCTILE IRON MEETING ADA REQUIREMENTS (GHPDE) Grote Lockdown Hardware - Ri er MATERIALS'" Concrete Pipe Division 1n z STC 4501 Precast Concrete Stormceptor (450 U.S. Gallon Capacity) _ Cover and Grate 5" Grade Adjusters To Suit Finished Grade z° 24" 8" a a 6" 4"0 PVC Pipe Min.15" High wit 4' Cap 9" TI IT 16" J I TO Inlet 4"0 Outlet Down Pipe Riser Pipe (Removable) 48"0 A ^ * 45 a . na a... .. Section Thru Chamber Varies To Match Grade Stormceptor Insert Outlet 18" c M�in. *Inlet 5" * If Required 811 See Note 2 9 • •4R 4" 0 Outlet Riser Pipe Outlet A Insert Tee Here (Tee Opening to Face Side Wall) Plan View Notes: 1. The Use Of Flexible Connection is Recommended at The Inlet and Outlet Where Applicable. 2. The Cover Should be Positioned Over The Inlet Drop Pipe and The Oil Port. 3. The 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 fiuther details not listed on this drawing. Closed End Cap E71 End Outlet (2", 3", 4 6" NH) Bottom D"tlel (2", 3", 4", 6" NH) Retch Number Shallowlive! Inches him 8eepinvwl Inches or Mac Flow Rat! GPM IPs CFS Appma. ati9M (less Graf) Wa Kg am 350 N 410 1M 93 6 0,207 14 62 8602 4,10 104 4.70 119 122 8 0.272 15 68 am 470 119 5,30 135 152 10 eon 15 74 86071 530 135 5.30 135 - - - 17 7.7 8*4 530 135 5.90 150 183 12 0.408 18 83 8605 590 150 650 165 214 14 0.477 20 89 am 6,50 155 7.10 180 245 16 0.546 21 95 868N1 710 IN 7.10 180 22 10G 88% 7.10 180 770 196 276 17 0615 23 10.6 B6W 770 1% 8.30 211 me 19 bass 25 112 8688 130 211 8.21 121 339 21 0.755 26 118 and690 2, 9.50 241 371 23 0.627 27 124 8611 950 241 10.10 257 4G3 26 0.898 29 13.0 02 1010 257 1070 272 435 28 0.969 3o 136 02H 1070 272 Will 272 30 136 88I3 1070 272 11.30 287 467 30 1.041 31 142 8614 1130 287 11.90 302 498 32 1.11D 33 148 =5 11W 302 12,50 318 530 34 1,181 34 154 Z886 System Profile Z886 Applications Highways Industrial Parks Driveways Chemical Plants Kitchens Food Processino Pools Shopping Malls Panting Lots Industrial Plants Gas Stations Pharmaceuticals Airports Amusanont Parks Airplane Hangars l sbiffad011 4wel caBen 16.11al12.1 I MPD'S BIT. PVMT Slab LL Thickness 4" Throat / 6" overall Width O M N M N L�Q z� 0 �o Wz ~o U= 0 N � Cf) �GOo a z z N c0 D = aw-r Z ~ O LaJ cc J o� :ii _G- W Y z O �� a - Y n roJ N or N �L0 Ln I� 0 N I RYA PERKINS LiC. No. 046565 02/03/20 ) 0 N liinker 027 O 0 Ln 00 n Cn > } m oM 0 a o m 0 Q I Y � 0 W ¢ z N z ¢ W Y w Features and Benefits • 80" Modular Channel Sections with 20" Grates • .75% Built -In Slope - Handles greater flows, uniform slope. • Radfused Bottom - Better flow rate, less solids build-up. • Smooth High Density Polyethylene Structural Co neasite Interior- 0% water absorption. 5 • Durable and Lightweight - Strong corrosion -resistant material. • Extra Long Runs - Sidewall extensions allow pre -slope runs longer than 120 feet. • Variety of Gratings • Grate Options -Available in H-20, FAA, ADA. See pages 22-23. GRATE TYPE: HEEL PROOF LONGITUDINAL DUCTILE IRON MEETING ADA REQUIREMENTS (GHPDE) Z886 System Highlights r Integral Medarrund Now Optional 41D Fmms 9, Tee Rebar Gips connection Assembly Fabrication Fadicatlan Engineering specification Channels shall be 80" long, 6" wide, and have a 4" wide throat. Modular channel sections shall be made of High Density Polyethylene (HDPEi, have interlocking ends, and iadiused bottom. Channel shall be provided either Nat (neul or with a .75% bulft-In slope. Channels shall be available with Inverts ranging from 3.5" to 12.50". Channels shall have clips molded into the sides of the channel to accommodate vertical re car for positioning and aro:horing purposes. Choice of class A 8, C, D, E, and F grates shall be available with H-20 and/or FAA load ratings and/or ADA compliance with mechanical lockdown devices. End caps and catch basins shall be available to complement the channels and grates. End outlets, bottom outlets, and side outlets shall be available In 2", 3", 4", and 6" diameters. Trench drain shall be Fla-Thm model Z886. 120'(39.62 m) 3.5"(88.9 met) 8601 1 8602 8603 8603N 1 8604 1 8605 1 8606 1 860614 8607 8608 8609 170 8611 1 8612 8612N 8613 8614 Mil 12.5" (317.5 met) 0 0� Z w N W W z W W OO W J Q W lid J Q SHEET NUMBER CG-502 c N v O 0 Q C O 0 I E Y O T a 0 0 L_ 3 v 0 L v 0 a 0 E 0 T v Y T d 0 O 0 0 v c 0 c O O N `0 0 c v 3 .. D '- Z 3 Q 0 J O i 5 N 3 J � v E 0 j o v I v J r N C 0 L C f� O 0 d 0 Q° J E C n` o C v `o v 3 p w c � D U T � V 0 a � a O N 0 I w J . L � 3 J O O c m .. v I � b v n c � 0 � v 0 o a j n JI � 2f 'u a Y v v E o b T c o h � y v N ai u a t 0 0 L C � w m E 2 z Q c J c � o r _ o J - c _D 'F L I .• J C J N v 0 a o O � J � v o ° L 'O Y c 0 n a v �u c N O L U n � 5 c v y L 3 v L .v 0 0 J .. E n O L Z ~ 00 N N N as ��rnmm �i Cam, �j Naa W- acncn 1 �wm I I � NMI ti to m Q 0] 7 �>�aa v Mco M 0] mci 1- RPZ BACKFLOW PREVENTER WITH UNIONS FOR WINTER REMOVAL 1" IRRIGATION METER 1" CORP. STOPI---\ 45 LF OF 6" DI WATERLINE TAPPING SLEEVE & 6" GATE VALVE CONNECTION 6"X4" TEE 4" GATE VALVE 4" THREADED PLUG 2" DOMESTIC SERVICE TAP 3, I�oq, / / / / G' `rE IXIV �, 97 \ R / CONTRACTOR TO VERIFY VERTICAL ' �` r(� LOCATION OF FO LINE FOR POTENTIAL i G i0 pyl� / 98 CONFLICT WITH STORMPIPE EXTENSION S 1 / S SET (VA) CHARLOTTESVILLE-1165 PEPSI PLACE, LLC j /zz D.B. 4722 PG. 213 APPROX. LOCATION OF EX. ASCA SANITARY S /S p i z D.B. 2359 PG. 589 (PLAT) EXISTING 8" COATED SEWER LINE G F STEEL NATURAL GAS MAIN \ e 9p y PARCEL ID: 061 WO-02-00- 02B0 ZONED: C-1 COMMERCIAL PARCEL USE: CONVALESCENT HOSPITAL 9!�' -\ g S�Oy �� EX. GAS LATERAL TO REMAIN. CONTRACTOR OpFL� / / / TO CONFIRM VERTICAL LOCATION OF GAS y LINE AT PROPOSED STORM CROSSING CONTRACTOR TO FIELD VERIFY DEPTHS ADJUST RIM OF EX. j�'v0 CIS / �� -`- - EX. 8" GAS LINE 2 100 OF ALL EX. UTILITIES AND CONTACT SANITARY SEWER MANHOLE / (SEE SHEET CU-501) D 20' PUBLIC DRAINAGE EASEMENT KIMLEY-HORN IF CONFLICTS EXIST TO PROPOSED GRADE 0 / 0� INSTR: 202300000743 _ \OG��G FO VAULT TO BE ADJUSTED TOOpp ���y�P� \ PROPOSED GRADE AND COORDINATED 0-t-00 / .\ WITH APPLICABLE UTILITY COMPANY �- - "� �' \ VARIABLE WIDTH SWM FACILITY EASEMENT INSTR: 202300000742 'IIIIIIu°IIIIIIiIIIII�� 1 1016 EX. GAS LATERAL \ \ \� (SEE SHEET CU-501) \G _ \ 1 EX. 8" GAS LINE 1 (SEE SHEET CU-501) PRESSUREREGU TION \ \ STATION TO REMAIN n zoo I . .. �JI I 201 LL ♦ ,♦ ♦� •, : v I � I I I \♦ I •s 11 LF OF 1" PVC IRRIGATION LINE ° a LL 1[L�- PROPOSED 20' UTILITY+EASEMENT' INSTR: 202300000742 .' '� 7: - Rol- l' - 1.5" DOMESTIC WATER METER ° > ' ♦1 (PROVIDE 5' SEPARATION FROM HYDRANT) ?. d '� 6" PVC 0 6.84% , +,� I FIRE HYDRANT ASSEMBLY s. , . ♦ > { III NI II 6" GATE VALVE 96 LF OF V-96 LF OF -6" PVC 0 1.04% 15' LUMOS ETWORKS� 6" PVC 0 1.04% o I_\ EAS.MEPG oro °` D.B. 48�1 PG. 240 SS SS S S n� .' S SS �W W W W W w CO-6 - CO-5 IN RIM: 455.76 RIM: 456.29 _ _INV: 451.05.6" PVC_ INV_*_452.05 6" PVC_ 27 LF OF �rl�_ � APPROXIMATE LOCATION OF DOMESTIC 1.5" BACKFLOW P REVENTER WITHIN BUILDING \ 0 � Wawa r 2.26 ACRES \ W50-FB-VA , 1 6,049 SIF FIFE: 457.05::;',.,'+. 48 WAWA SPACES - CO 3 (BLDG) RIM: 457.05 .t - INV OUT: 453.55 6" PVC. --.._- CO 1 (BLDG) 3 RIM: 457.05 INV OUT 45355 6" PVC 1-11 6" PVC 01.04% W W W W W RI MH RIM: 455.71 P 475 LF OF 2" BLACK POLY CO-4 (2-WAY CLEANOUT) RIM: 0� JR9 Pt� 1oro INV IN: 450.77 6" PVC 'ADJUST DOMESTIC WATERLINE VC INV IN: 453.05 6""PPVC �89 I RIM OF EX. SANITARY SEWER INV IN: 453.05 6" PVC p� MANHOLE TO PROPOSED GRADE. INV OUT: 453.05 6" PVC CONNECT LATERAL TO EXISTING APPROXIMATE LOCATION II MANHOLE USING BRANCH TIE-IN 10 LF OF OF EX. 10" DI WATERLINE. (SEE SHEET CU-501) 6" PVC 0 1.04% CONTRACTOR TO VERIFY II LOCATION PRIOR TO 3 GT2 CONNECTION II � INV OUT: 453.15 6" PVC I �7 LF OF � 6" PVC 0 1.04% 102 , .F/7 CO-2 (2-WAY CLEA RIM: 456.69 INV: 453.48 6" PVC W w %A) J 8 LF OF 6" PVC 0 1.04% GT1 NV IN: 453.40 6" PVC 1500 GALLON GREASE TRAP (SEE SHEET CU-502) _y \ \ \c \ \ 73x 0 101A l 222 LF OF 3/4" PVC WATERLINE \ TO DUMPSTER HOSE 6166 73X 00 06 W W W EX. 8" GAS LINE 2 :XTENSION OF GAS SERVICE TO BE (SEE SHEET CU-501) ,OORDINATED WITH UTILITY COMPANY RMD PROPERTIES, LLC 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 FENCE MEANDERS ALONG P/L 11 UNDERGROUND STORM WATER MANAGEMENT SYSTEM 120 EX. 8" GAS LINE 1 (SEE SHEET CU-501) 7q \ \ \ 7 40' GAS LINE EASEMENT D.B. 290 PG. 434 D.B. 421 PG. 500 D.B. 1683 PG. 337 E� 7I \ 8 JA-ZA IMITED PARTNERSHIP D.B. 1134 PG. 536 D.B. 77 G. 401 (PLAT) PARCEL ID: 0 0-02-00-00200 ZONED: C-1 CQMMERCIAL PARCEL USE: VACANT C ERCIAL LAI GRAPHIC SCALE IN FEET 0 15 30 60 1"=30' UTILITY NOTES 1. CONTRACTOR TO VERIFY LOCATION AND DEPTH OF ALL EXISTING UTILITIES PRIOR TO START OF CONSTRUCTION AND NOTIFY KIMLEY-HORN IN ORDER TO VERIFY ADEQUATE SEPARATION BETWEEN UTILITIES CAN BE ACHIEVED AND NO CONFLICTS EXIST. 2. ALL PROPOSED UTILITIES ARE TO BE INSTALLED UNDERGROUND INCLUDING ELECTRIC, TELEPHONE, AND CATV. 3. WAWA DOMESTIC METER SERVICE PIPE SHALL BE TYPE K COPPER PIPE ON BOTH SIDES OF THE METER. 4. RPZ BACKFLOW PREVENTERS FOR DOMESTIC SERVICE LINE SHALL BE PROVIDED WITHIN BUILDING MECHANICAL ROOM. 5. ABOVE GROUND IRRIGATION EQUIPMENT SHALL BE COVERED BY AN ALL-WEATHER BOX OR DECORATIVE COVER. 6. REFER TO SHEET CV-101 FOR ALL EXISTING EASEMENTS. 7. REFER TO SHEET CE-101 FOR INFORMATION REGARDING ABANDONMENT OF EXISTING UTILITIES. 8. REFER TO SHEET CU-501 FOR ALL UTILITY DETAILS. 9. ALL PROPOSED SANITARY CLEANOUTS SHALL BE TRAFFIC -RATED. 10. A KNOX BOX IS REQUIRED. ITS LOCATION IS TO BE COORDINATED WITH THE FIRE MARSHALL'S OFFICE. 11. A FLOW TEST WAS PERFORMED ON 9/2/2021 WITH A Q20 CALCULATION THAT RESULTED IN 11417 GPM. 12. AN ACSA DEED OF EASEMENT FOR THE WATER UTILITY EASEMENT WILL BE REQUIRED PRIOR TO RELEASE OF THE DOMESTIC METER. w Q 0 cn z 0 w 0_ O M N M N L C)Q Z > 0 �o W z Ho U= 0 N CO � cf) � ro O a z C�O h O zN CD = awe} z�ow 0_ c J ocn :5 _Lu W Y z 0 ��a � Y co � J N O N r OLo Lo M O N RYA PERKINS UC. No. 046565 02/09/20 ) z rZ � rZ 0 N r O O � N cn 0 co F__ cn > r 1,) O Q o m m o Q \ W z z W Y Y NO ¢ v ¢ w (U!l O O U w J 0 N Z I 1 IL.1_ N W WW I'z W OO W J Q Ld m J Q SHEET NUMBER CU-101 U C N v O U O y C O C O S T Y O T L 0 0 0 L_ 3 v L 0 L C v 0 0 a 0 `o T E c 0 0 a 0 v 0 D � c o J C Q O � O `o r L J o - c � v f 3 n O J � 3 � C E C � 0 O N Q c L o � v �u c c o L D a C 0 O O J> V O �0 0 0 v I 3 v B 0 `o � o o v c n v � O I 3 Xl '� n L � u h s 3 1 O JI J w Y u Y 0 N N E o FL h n h u cF h w N n v n V V O ti T T C � O U N J W n` v _ L v J U Q `v — v w � o C v n E w � J C � i - o J � L f) n � J C J N W Y 0 2 0 O � J � y v 0� Y C 0 n a v �u C N O Y n � 5 �y L .3 v «� w s v 0 0 � v E n U � a O L Z ~ 464 t��41 456 452 444 APPROXIMATE LOCATION OF EX. PRESSURE REGULATION STATION / / s EX. 8" GAS LINE 1 EXISTING GRADE PROPOSED GRADE =I I PIPE 1101A TO 100E 15" RCP CROSSING EX. 8" GAS LINE 464 456 452 448 444 440 440 110 ��.� O O — O Ln 00LO CD CO Ui cd 10+00 464 456 452 448 11 +00 12+00 EX. 8" GAS LINE 2 > U � z / M / o: EX. 8" GAS LINE EXISTING 13+00 it PROPOSED GRADE PIPE 101A TO 100E 1�" RCP CROSSING 14+00 GRAPHIC SCALE IN FEET 0 15 30 60 HORIZONTAL iu6 464 456 1 452 1 448 1 444 J 444 440 440 O ^ O (0 W (O00 n L0 L0 LO LO LO LO LO U) 10+00 11 +00 12+00 13+00 14+00 m w EX. GAS LATERAL 0 460 460 APPROXIMATE LOCATION OF X. PRESSURE REGULATION STATION 456 '� P OPOSED GRADE 456 \ EXISTING GR DE 452 452 IX. 0.5" PLASric \ GAS LATEF AL \ 448 448 \-n EX. 1" PLGAS LA 444 444 EXISTING GRADE ai \ 440 440 iiPIPE \ 100A TO 10011 15" RCP i i \ CROSSING i ii APPROXIMATE LOCATION OF REMAINDER OF EX. \ 436 LATERAL (FOR VISUAL PURPOSES ONLY). i \ 436 ONTRACTOR TO VERIFY DEPTH OF EX. GAS ii ATERAL TO ENSURE ADEQUATE SEPARATION \ WITH ANY CROSSING STORM OR UTILITIES i iii \ \ i i 432 432 a� 430 1 1 1*�1 430 (0 N LO ItIt � 4 10+00 24" x 24" 4,000 PSI CONCRETE PAD eA FINISHED GRADE tPER SECTION VALVE BOX IRON) SIZE & CLASS AS REq'D GRADING PLAN FLOW FLOW See Specifications for approved bedding material. TWO WAY CLEAN —OUT (Use within 5' of building only) 11 + 00 CLEAN OUT DETAIL GAS PROFILE NOTES 1. GAS LINE 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 LINES PRIOR TO CONSTRUCTION. 4. CONTRACTOR TO ENSURE 3' MINIMUM COVER OVER ALL EXISTING GAS MAINS. 12+00 24" x 24" 4,000 PSI CONCRETE PAD FINISHED GRADE .i is ro 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—OUr CLEAN OUT DETAIL ._m n z O > w O M N M N L�Q z, 0 �o Wz <o U = ou N Cl) �co a I z Clio O zN c0 = Qw I z~ () } w 0 z n7 J _~ W Y z 0 Fad co � J N 03: or N N i RYA PERKINS LiC. No. 046565 OZ/09/2023 CN Z O of 0�Ld N d 0 o 0 00 H C) _ Cn Cn Q m > m a a _ o N J o w m o V Y O a Ul N O a O w U 06 r V ) LI J J_ LL J NO L.J. LU Q J_ D Z IIU j T I..V1 C I N Q Lu z W LI J O r O V W J Q Ld m J Q SHEET NUMBER CU-501 16 0 ° U 0 U C ° 0 0 T v Y T O 0 0 r 3 N n 0 u C ui N 0 v C ° c `O T E d C O 0 0 0 0 0 N `° 3 y v 3 ° J � Q J Y 0 — L J — 3 D C m J E n � ° J v J v � r � C v o L 0 U o c ° e J m n ° � a E E c v N C v o t `0 0 0 v T V ti D m a I v 0 � 3 D L 0 o s C 3 `o I f) n 6 � h h � C o > N 0 a Y 0 y: 'u n 1_ L n L � o � T h V 0 7 C V � U � y _ m a � u `o v 3 VI t n o m t � v n E Q N C � o > v J ° y r U n � J Z C J Pvi m Y 0 2 O O � J W y N O � Y c ° m n a v �0 C N O Y 0 n 0 5 c v y � 3 m s W 0 0 J .. E n U v � O L Z ~ PLACE 5' GALVANIZED " WITNESS " POST NTH CAPPED ENDS PAINTED BLUE IN REMOTE AREAS °ol AS DIRECTED. MARKER LOCATION MAY BE SUBJECT a TO HIGHWAY DEPARTMENT APPROVAL. JUNCTION BOXES, TRANSFORMER PADS, PEDESTALS, ETC. FINISHED GRADE SHALL NOT BE LOCATED WITHIN THE RIGHT OF WAY, VARIES 6( 5 - 10' - ADJUSTABLE TRAFFIC RATED ' u VALVE BOX W/ LID Z N WATER SEWER 3 A 0 ME \ i LOCATION [IF OTHER UTILITIES M.J. GATE VALVE (GAS, ELECTRIC, TELEPHONE, CABLE, ETC.) - EASEMENT WIDTHS, WATER OR SEWER ONLY - 20' MINIMUM WATER & SEWER 30' MINIMUM WATER LINE ■ SEE PART 3, PARAGRAPH DI SEPARATIDN OF WATER & SEWER SYSTEMS. UTILITIES CROSSING A WATER OR SEWER EASEMENT SHOULD IE AT 90" TO THE RIGHT OF WAY, UTILITY LOCATIONS & EASEMENT WIDTHS NTS FIG, W-1 METER SIZE DIMENSIIIN AC 1/2'3'3'B' 411IMENSI.MDIMENSION 2•33'S'MIN4'S'MIN ' GREATER THAN a' PROPOSALS WB1 BE SUBMITTEA 2500 P.S.I. CONCRETE $ 4 2'x 2' BEARING AREA. THRUST BLOCK d - •t 'a. 4 y d' 4 NOTE : IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE TYPICAL GATE VALVE NTS FIG. W-5 TD-9 61 MIN. A SIDE VIEW B DDI HIINGES F- ---- -----� I I H13L DIAMETER DRILLED LIMITS.FOR TOUCH READ I I C I I TOP VIEW I I I I DIAMETER FLAT BEARING SURFACE UNDERNEATH LIFT HANDLE L---------------- 24' X 36- ALUMD UM ACCESS HATCH TYPICAL METER VAULT N.T.S. FIG, W-7A TD-14 MATCH PROPOSED GRADE CAST IN PLACE COUPLING WATER TIGHT GASKET 24" CAST IRON COVER 6" CAP BOLTED (TYP.) (BOLTED) -L1-155% +OFFDD L2• IR INERT COATING 1' COMPRESSION x 3/4' MALE PIPE COUPLING OR APPROVED EQUAL TYPE N. SOFT COPPER xt'x NOTE: NO SWEATED nT11NGS DUAL SERVICE 1' TYPE "K' SOFT COPPER SINGLE SERVICE NOTE 1) SADDLES SHALL BE USED ON PVC PIPE ,,,[[[ W MIN. 1/8 BEND COUPIING � A/! / rs FOR USE ON ATTACHED SINGLE FAMILY RESIDENIIAL SERMCES OR DUAL RESIDENAAL IAND IRRIGARCN SERMCES. ---- 2' R. >' M PRESSION x 3/4" MALE PIPE COUPLING PPROVED EQUAL =0R USE ON DETACHED SINGLE FAMILY iESDENnAL SERVICE WERE AN IRRIGAMON DETER IS NOT PROVIDED. CAST IRON LID FINISHED GRADE / �CORPdtARON STOP rk G d. �:'^ r �4-: Yt —BRICK SAND OR DUST UNDER BOX AND SVrTER S. r!'O';nr*• !' wOT SPEC. 201 NO. 57 '.�''"' AGGNEGATE !-"uiAA''1:-.'�•�>,�w,f MNNUM7nloass2-INCH TYPICAL SERVICE LATERAL INSTALLATION (5/8" & 1" METERS) 4. O 4 . 17b"—�I 6' MIN. a" MIN. 4. r' NTS FIG. W-6A TD-10 FRAME & COVER (SEE FlG. S-I-D,E) 44" MIN. SLOPED AREA =j�'II1-1_i LLt— 'll'rrTIL IWI CRIMP AND ROLL END OF COPPER PIPING T 42" MIN. REMAINING COPPER PIPE TO BE VERTICAL 24" MIN. SHUT-OFF CORPORATION STOP STREET SURFACE OR NON -PAVED AREA MAX I TYPICAL SERVICE TAP ABANDONMENT RUBBER COATED STEEL 3'-0" MIN STEPS CAST IN PLACE l� 38 PRECAST REINFORCED INA (( CONCRETE SECTIONS 12; MIN "0" RING SEALS 16 MAX 4 . a ':. •. -:; . A : • ;'. ;."a MINIMUM ELEVATION DIFFERENCE ACROSS M.H. 5" `4'-0. FROM INLET TO OUTLET 18MIN. IF—n5"—+{ SHALL BE 0.20 FEET. e 37' MN CONCRETE VARIES DEPTH OF FLOW 1 FILLETS CHANNEL TO BE i 3/4 DIAMETER OF — CONTRIBUTING ,4 --- MMSYPASS SEWER. 12" 12" MIN. AFILLETED INVERT OOR A SM00 ' ..'. ./ : TRANSITION OF FLOW BETWEEN INLET dr OUTLET PIPE SHALL BE PROVIDED. MIN. 6" BEDDING NOTE : W/ NO. 68 STONE 1. BEDDING THICKNESS REQUIREMENT SHOWN IS MINIMUM AND SHALL BE NOTES: SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS. 1. PROVIDE A 6" THICK GRAVEL BED BENEATH THE METER VAULT. 2. THE CONSULTANT WILL DETERMINE WHETHER MANHOLES SHALL HAVE 2. MINIMUM WALL THICKNESS FOR PRECAST OR POUR -IN -PLACE VAULTS SHALL BE 4. EXTENDED OR NON -EXTENDED BASES. MINIMUM WALL THICKNESS FOR VAULTS CONSTRUCTED OF MASONARY BLOCK SHALL BE 8". 3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED &GROUTED 3. THE OUTSIDE OF THE VAULT BELOW GRADE SHALL BE COATED WITH AN APPROVED INSIDE AND OUT. WATER PROOFING COMPOUND, TYPICAL MANHOLE SECTION SHOWING BRANCH TIE—IN TYPICAL METER VAULT (1 1 /2" METER) N.T.S NTS FIG. III FIG. S-I-A TD-15 TD-25 MATCH PROPOSED GRADE PROVIDE BUM RUBBER SEALANT BETWEEN CASTIN1:j 4" CAST AND RISER (TYP.) ON COVER 0LTED(TYP J D = 39" TYPICALLY GREASE TRAP 1500 GALLON (2 COMPARTMENT) TANK SANITARY I TEES AU_ INLET AND OI 7 ET PIPES SHALL BE INSTALLED NO MORE THAN 6' FROM THE B0701A OF THE GREASE TRAP. TANK TAPERS TOP TO BOTTOM AND IS TRAPEZOIDAL. IN GROSS SECTION. TANK IS 5000 PSI CONCRETE -STEEL REINFORCED (O 28 DAYS) CONCRETE CONFORMS TO ACI 318-16-4.5.1 AND 318-16-4.5.2. ASTM M15 AND A185 -DIMENSION: 151' INTERIOR/ 193- EXPERIOR LENGTH x 72' INTERIOR/ 84' EXTEROR WIDTH 1 WHEN LOCATED IN DRIVEWAYS OR PAVED AREAS, GREASE TRAP TO BE DESIGNED ERR APPROPRIATE LOAD BEARING C DIFONS. GREASE TRAP SHALL BE CAPABLE OF WnHSTANDING HS-20 LOADING. 2) ALL PIPE PENETRATIONS SHALL BE WATERTIGHT. 31 GREASE TRAP SHALL BE PROVIDED WITH CJS-TIGHT MANHOLE COVERS. IN ACCORDANCE W TOWNSHIP STANDARD SP CIFICAnONS. 4) PRECAST CONCRETE SHNL HAVE A MINIMUM 28-DAY COMPRESSIVE STRENGTH 5000 PSI. 5) EXTERIOR CONCRETE SURFACES BELOW GRADE SHAH HAVE 2 COATS OF COAL TAR EPOn. 6) SPECIFIC SWAM DETAIL AT CONCRETE RISER TO CONCRETE VAULT INTERFACE SHALL BE WATERDGHT. AT A MINIMUM, THE JOINT SHALL BE SEALED WITH BUTYL RUBBER SEALANT (KEW SEAL /2 OR APPROVED EOUNAIENT) AND THE EXTERIOR OF THE JOINT SHALL BE SEALED WITH NON -SHRINK GROUT IN CONFORMANCE MIN THE TOWNSHIP STANDARD GREASE TRAP DETAIL 7) TANK SHALL BE TESTED FOR WATER TIGHTNESS W FlWNG FOR 24 HRS. TO SON(, THEN TOPPED OFF, AND THEN WATCHED FOR 24 HRS. NO DROP IN WATER 5 ALLOWED. 8) CAST IRON SHALL BE BOLTED TO CONCRETE WITH MASTIC TAPE (KENT SEAL OR APPROVED EOUNALENT) SEALANT. 9) MAXIMUM EAHTH COVER-5.0', HS-20 LOADING. 10) INLET AND OUTLET EQUIPPED WITH PIPE SEALS NTS FIG W-68 VARIES BOX TO METER BOX (SEE FIG. THRU /W/-JI7E). ---- MI__ I / VARIES 2" COPPER /Z M.J. FITTING 4" DIP " PLUG THREADED FOR 2" COMPRESSION FITTING RESTRAINED JOINT FITTINGS NOTES: GATE VALVE WILL BE 4" UNLESS OTHERWISE SPECIFIED BY THE ACSA. • SERVICE LINE TO CONNECTAT MAIN WITH X"X4"TEE. " REFER TO FIG.W-3 FORTHRUST BLOCK DETAILS ON TEE. • REFER TO FIG. W-5 FOR THRUST BLOCK DETAILS AND DEPTH OF COVER ON GATE VALVE. • NO CONCRETE SHOULD BE POURED ON ANY PART OF THE RESTRAINED JOINT. USE PLASTIC SHEETING AS PROTECTION FOR BOLTS. `• USE 2500 P.S.I. CONCRETE, Date 05/23/2022 (1) Project Name WAWA ROUTE 29 AND GREENBRIER (2) Project Location 1215 SEMINOLE TRAIL (3) Consultant Kimley-Horn (4) Primary Water Plant (5) Design Population (6) Hydraulic Capacity AW WA Q20 CALCULATION (gpm): 11417 (7) Pipe Material VARIOUS (8) Pipe Diameter (Inches) Length (Feet) 1" 11 LF OF COPPER 6" 45 LF OF DI 3/4" 222 LF OF PVC 2" 475 LF OF COPPER (9) Total Pipe Length (Feet) (10) Fire Hydrant Assemblies 1 (Number) (11)Blow-off Assemblies 0 (Number) (12) Air Relief Valves 0 (Number) (13) Gate Valves (Inches) Quantity (Number) 4" 6" 2 8" 10" 12" (14) Minimum pressure at critical water meter 50 (20 psi required) Authority Provide: Booster Station Water Storage Tank Pressure Zone A-1 ACWWA Water Demand Estimate and Meter Sizing Using Fixture Values (Based on AW WA M22 Manual, Second Edition and ACW WA Rules and Regulations) ACW WA Project Number Building address or number Residential or Non -Residential Non-Residem, Pressure Zone at Project 55 (Obtained from ACW WA or Hydrant Test) Fixture Value Number of Subtotal Fixture or Appliance (at 60 psi) Fixtures Fixture Value Toilet (tank) 4 0 0 Toilet (flush valve) 35 3 105 Urinal (wall or stall) 16 0 0 Urinal (flush valve) 35 2 70 Bidet 2 0 0 Shower (single head) 2.5 0 0 Sink (lavatory) 1.5 2 3 Kitchen Sink 22 0 0 Utility Sink 4 4 16 Dishwasher 1 2 1 0 0 Bathtub 8 0 0 Clothes Washer 6 0 0 Hose connections (with 50 fl of hose) 5/8 in. 9 0 0 3/4 in. 12 2 24 Miscellaneous Bedpan washers 10 0 0 Drinking fountains 2 — 0 Dental units 2 0 0 Combined Fixture Value 218 Demand (gpm) 62 Pressure Adjustment Factor 0.95 Total Adjusted demand (gpm) 58.9 Required ACW WA Meter Size 1 1l2" LARGE METER SERVICE LINE NTS FIG. W-6C 1212 3/8" WATER CAST IRON LID J 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 FIRE FLOW ESTIMATE FORM ISO (Instrance Service Office) Method of Calculating Needed Fire Flow NFF (Needed Fire Flow) ENGINEER Kimley-Horn DATE: 10/31/2022 PROMCTNAME: 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) (A)0 5 Ci : 2,000 (ROUNDED TO NEAREST 250 GPM) TYPE OF OCCUPANCY: COMBUSTIBLE C-3 (Worst Case) Occupancy Factor = Oi : 1 EXPOSURE (X) AND COMMUNICATION (P): X)+P1= 0.00 X4+P4= X2+P2= X5+P5= X3+P3= X6+P6= (X+P)I = 1.0 + F,(, Xi+P J = (Max X +PN =1.75) 1.00 (n =NUMBER OF SIDES OF SUBJECT BUILDING) NEEDED FIRE FLOW NFF = (Ci) (Oi) (X+Ph NFF = ? 000 Automatic Sprinklers: NO Reduction Factor: 0% % X NFF = - 0 TOTAL: 2,000 Required Fire Flow - Rounded: 2,000 gpm Fee Hydrants Required*: 2 I CERTIFY THAT THE ABOVE INFORMATION IS TRUE AND CORRECT SIGNATURE: P.E. * COMMERCIAL AREA REQUIRES 350 FT. MAXIMUM HOSE LAY References: NFF calculation procedure described in A.W.W.A. 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THE SPILLOVER OF LIGHTING FROM LUMINAIRES ONTO PUBLIC ROADS AND PROPERTY IN RESIDENTIAL OR RURAL AREA ZONING DISTRICTS SHALL NOT EXCEED ONE HALF FOOTCANDLE. OTHER NOTES: - ALL AREA LIGHTS ON 17 FT. POLES MOUNTED ON 6 IN. CONCRETE BASES - ALL CONCRETE BASES TO BE LOCATED 5 FT. BEHIND CURB - ALL FIXTURE COLORS SUBJECT TO FINAL APPROVAL BY CLIENT GRAPHIC SCALE IN FEET 0 15 30 60 ill =30' THIS SITE IS LOCATED IN A REGION WHERE LIGHTING IS REGULATED BY LOCAL ORDINANCES ILLUMINATION LEVELS ARE THE RESULT OF CONDITIONS OR REQUESTS BY OTHERS RED LEONARD ASSOCIATES IS NOT RESPONSIBLE FOR INCIDENTS CAUSED BY INSUFFICIENT LIGHTING AND DOES NOT RECOMMEND THESE LEVELS FOR SECURITY AND SAFETY REASONS LUMINAIRE 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 C4 17 13 C4 20 14 C4 17 15 C4 20 16 C4 17 17 C4 20 18 C4 17 19 C4 20 20 C4 17 21 C4 20 22 C4 17 23 C4 20 24 C4 20 25 C4 17 26 C4 20 27 C4 17 28 C4 20 29 C4 17 LUMINAIRE LOCATION LUM NO. LABEL MTG. HT. 30 C4 20 31 C4 17 32 C4 20 33 C4 17 34 C4 20 35 C4 17 36 D1 9 37 D1 9 38 D1 9 39 D1 9 40 D1 9 41 D1 9 42 D1 9 43 D1 9 44 D1 9 45 D1 9 46 Si 9 47 Si 9 48 S2 8.5 49 S2 8.5 50 W1 15 51 W1 15 52 W1 15 53 W2 8 54 W3 15 55 W3 15 56 W3 15 57 W3 15 58 W3 15 59 W3 15 FOOTCANDLE LEVELS CALCULATEDAT GRADE LABEL AVG MAX MIN AVG/MIN MAX/MIN CANOPY 19.88 29 8 2.49 3.63 DELIVERY 8.66 10.0 7.2 1.20 1.39 ENTRANCES & EXITS 1.61 4.4 0.2 8.05 22.00 PAVED 2.67 10.1 0.4 6.68 25.25 ROW 0.30 0.5 0.0 N.A. N.A. UNDEFINED 0.34 9.2 0.0 N.A. N.A. SCHEDULELUMINAIRE SYMBOL QTY LABEL ARRANGEMENT LUMENS 3000K FACTOR LLF BUG RATING WATTS/LUMINAIRE TOTAL WATTS MANUFACTURER CATALOG LOGIC COLOR 1 A2 BACK -BACK 9761 1.000 1.000 B3-UO-G3 134 268 Cree Lighting ARE-EDG-3M-DA-06-E-UL-BZ-700-30K BRONZE IN 4 A4 SINGLE 7220 1.000 1.000 B1-U0-G2 134 536 CREE, INC. ARE-EDG-3MB-DA-06-E-UL-BZ-700-30K BRONZE 6 B4 SINGLE 7755 1.000 1.000 B1-U0-G2 134 804 CREE, INC. ARE-EDG-4MB-DA-06-E-UL-BZ-700-30K BRONZE ® 24 C4 SINGLE 10912 0.763 1.000 B3-U0-G1 101 2424 CREE, INC. CAN-304-SL-RD-06-E-UL-XX-525-30K (SPECIAL ORDER) WHITE 7) 10 D1 SINGLE 1652 1.000 1.000 B2-UO-GO 27.2 272 Cree Inc KR6-20L-30K-120V + KR6T-SSGC-FF N/A ®. 2 S1 SINGLE 2659 1.000 1.000 BO-U5-G2 20 40 FC/SSL Lighting FCWS7170-XXX-30K-2500-CRI85-XX-D ALUMINUM ®. 2 S2 SINGLE 2542 1.000 1.000 BO-U4-G2 20 40 FC/SSL Lighting FCWS7168-XXX-30K-2500-CRI85-XX-D ALUMINUM ®� 3 W1 SINGLE 4210 0.763 1.000 B1-U0-G1 43 129 CREE, INC. SEC-EDG-3M-WM-04-E-UL-XX-350-30K WHITE ®� 1 W2 SINGLE 2105 0.763 1.000 B1-U0-G1 25 25 CREE, INC. SEC-EDG-3M-WM-02-E-UL-XX-350-30K WHITE 6 W3 SINGLE 12455 0.763 1.000 B3-UO-G3 127 762 CREE, INC. SEC-EDG-3M-DM-12-E-UL-XX-350-30K WHITE 0 M N M N L UQ Z > O W W Z H O O�ou C)a z C�O h O ZN c0 = awe} z - o 0_ Z � Jw � (n I ~ w Y rw z 0 � ww �V d Y M J N or N OL0 M O N z a EL rq 3: w o- _ N O a u� a O LLJO NN 0 �\ � m r a O O Q o m m o a \ W z z W Y Y N CD a N Q w N o o v 0 0� Z I11 N Lu I'z W W z 0 Of 1 f Z 0 CLI V w J m Q w m Q SHEET NUMBER CL-101 C n N O U O m m Q U C O C O S I a m E Y 0 0 0 IZ L_ 3 IB L of L m U C n N O U m Q U C 0 I O I T W E T d c 0 0 2 C' U O c O O N 3 Lo D L.. n J J O Q C m lJ �, J' 3 Z 0 O `T 3 J US US n E 1 uJ J 0 ;J v of L m m C EZ 0 C of O u O_ � m ,ccL J `m n O 2 nL E C N C O O 0 rum J D, a6 V � N U N D O 0 a L p, I n N V 3 V _ D L J U O s C 3 O DO w 7 U h C > of an CL J Y a of Y 'u n 1- W T V O 7 T 0 V O U m h � US V C v T z U L > N L m B Do0 1 C m n E J J Q Is tJ C C o z m 0 C J d � L J v n out J C J A W 0 an O an O � J � m O � L U Y C 0 0) � n a v C p o L u n m 5 c m y � 3 m L - w 0 0 J .. E n U 0 m O L Z ~ LABEL DESCRIPTION 6f dML 1 A2 ARE-EDG-3M-DA-06-E-UL-XX-700-30K(SPECIAL ORDER) nia 24 _ 4 A4 ARE-EDG-3MB-DA-06-E-UL-XX-700-30K(SPECIAL ORDER) _ 6 84 ARE-EDG-4MB-DA-06-E-UL-XX-700-30K(SPECIAL ORDER) THE EDGE® Series LEDArea/Flood Luminaire Product 00$W pbon THE EDGEm Sabd Mae mean law, rode design.IWry ea cadaWmioure hNd PgB m low wine_DG uoni=Mmm.. Mr al.o wegthgt mMjO brchin arm:m Anne g t p 9 9 M ,fomande alumnum ronslags Vainug eda Wa dO sgyea IabbbAm OrtNMn OvectNm Pe 9 1 Long. orstle dinIt, Ism on It 2I.In Mp.. a car/dMmguard madve tlerW Perking rood, walkways campusa&cer deeWnM1ps,omcacampWxw,and ilmpel maeways Perfamunm Summary Patented Namen ice product TOchnolog/ Ax.a "in the USA of US, am mparta pain MI, Minimum TO CRI CRr MOOR IN- mO Kl, 57MK Fin- 50uU eta Me W Ilmiled Wamn r10 rsan Wminaire/10 mCobrFaN M yin years DetaOuaN•Drrish z_ mNmNmm Accessories W Fad olw awYMreeNvlawm so e and He. Eir dk me pedmN -unpaelMYNNnsma - hx fmr=umululhnplemnbS.n NOmga9rwmWa mullbN FLNeq oplkn, a minimum al w guiles nmMb µ,apYlM Information DAMoam I LEO CNM lama OM.•A• wNgm he rz.t'UmmM 21IY Date W mx.t'b66mM Nbalttgl he x,'DOMM xd Mwbreg re ,e.t'NMmM awl'ame 16 mLt'IeXmM ffiIbe.1161p1 Ix m.1'61nnM xlKns191 M nt•RmmM BIIW.ItTG1 le xt'NlemM alesnvlgl ANOU&ANMm-amwce 2xrorwegma ailinmmm r our xM aM 1. M umla9 LID i°ow s.we vmM9• E azo-cars im ...x bu.na apbne �- eM ]a DIM hewamMnL FMIa �NmNM=MrMMawL wp.0 rwem rw=w AaIIwWn le um rymnn gwya eiem Mldm M m he gm -@b mjdmmim16L6Lu -Rwrlm Isuie reefer w/als w/pmmanNl me o::errn:m �IreIW 6'6nd In awns }Ilyen ardor Trpelll 6M6 0 xrdila n So 46v -GaT=mM petlf.eaaM l on=M -IMeMelm.awnb9m a pluu.maW'rer NBL6 Maelum Mryev rs r _ WX -MYW -Mumaln reasol NL R `a-Nn paMrtua nog w/paNal :um P,m r V,Tm MWaL nowwere BL9 LS 16 m1FW ILL X6'I.w IAMo-ofteput) -a-pnwrerepNclepe. aw, rreev - RNerlo xy3eassnscro. cFl. MANM we's h.aw seen less -ate naa eleaw:m5n mooch BLm w MHlum wel - -Snwrnolm.WtlM xwnnmvimum odium M•Sum�aaltirywixPM epii nx G. :o=Nler vgalq -An'a.wwm uLegu.9a achy =Niwemers AWL hwer M Mua-Lm4 wRrrwem ighl e=xnee: If, wi,n pNLepbon.. mwndniryUs wx- aYa •nom res. ml Mm -aMkbawaaW emewmgeu dek"yonpTnmemp=npele•exer-ren.= Y•Flenl a.. sh _ =gaNWmNO'w lur row 0©gt Us Gondar iN min IBOm236-6800 Gnam: rxellM lin:anaea min 18001473-1234 THE EDGEa LED Area/Ftaod Luminaire, Product Specifications MNSTRUCTIM&NATMIAL9 • Sum lawroTlemMmzl wind leadreuimmenla P m 9 Wmmothe re x me d caggetl tlw mamma' um n:tn mvenl, DAand lIMLWu4t r cap niaMlantlhgng momingmM Fula • DAana OLmmnder did 2Wminum,mrloc W34'17&15 lad Mounting isruggMhe ad VWminum,mwonsm 318 NCbotmm1 wmu-1 car mono pobmaxmmaaabwdn vl6-leunc Wlbanaea 2' 15tmml norms . Mand SAmamamvr2pddiar talumimmal =ram 2^ 151mm11P,2.3]5'(60mM 0.D.tenons • IlcludNWfydebrbgmM • EYluha COWr De1WGaD finish MNum an E-Coal e",dmY mY anultm-dum pm rlopwatpmvidklgn Ll tmsiabnmW mmadgn. uttr .WWeeDraeation aide abrasion. BWck bmrm. dMc mawhG.vnmi abl• • wtlW:See DimmWwaMWeighl CMMon pages land 22 ELECTRIGLLS M • Input Miss., 120-2/NM367-4WV, WOft CWss l dreem • Power Feb ,0.9at Wllbed • TNel NarmNKDINYNq <2m6a WUlwtl • DA and OL mound designed with integral w ha ighl customer bar Will terms a.I strips 11Ma-2002) far was, power hookup • late,mi 10. eurye... pw,onp.tc,t, nslaMVN • WM1en mtle tlirates tusin9.aalCw blw,fux 0rtype 4D bmeknaMUM am. ro addre. E.h curmn, • Commit excess f- IuminareNam -sre uiM 9 9 • TOOMAU 140-80I mmM,a LE61s50m41:11MA 20 LE01m5& WOmAI ana6D CO LEO�. o.15mA 1DD 160 Up OM REWUsted IUxr&WWwFICATMNS • <uWa Listed • Sufableloredue Nans • ExWsum reed IP66 par IEC 605V when Memo without Par Ro P PV- • Conseil .MW.layWCECelfaed pro1. 33 uced Uddg • Cer011etlbasen cured zpA3DA add E -mwhereass vibNlbn mM.M.when a,dmanleAq oa.M DLmmab • ANSI C136.21MV leaf proles on, testa in accordance wish IEEVAM C62t1S • Maaa FCC part 15, Subpart B. Code A Wnia W mndechad aM mtliaW W andInch undburandar so W wthIWdS000 boom& Nev came it rog MWonsac Wood in ASTM S W.d 8117 DEC q tried with Led Should RFWr to no h- dexeGlaht, IGE/Shoome/x r most rumor lnkrmMlan Meets Buy America, q- enlz wour ARRA •AUM OEWS mi meCanrwold Rsoranclr•Ham - Ybd Y_1apylNzap Imo236-68m qWl y nay n9reNYL-el yl_n_gb¢oyM Ia014m-1234 REDLEONARD ASSOCIATES 1340 Kemper Meadow Dr, Forest Park, OH 45240 513-574-9500 I redleonard.com CREE = LIGHTING li>sl�i�■I�I�I�i�i�■ li©I�I�i�l�l�i�ia■ li©I�li�i�li�■li�aia■i�■ I�i�i�l�l�l�i�i�■ N,N seemse cm m.x wapX mlrr a N.,Nwmawmeewwn•,am•wawas THE EO Sant Min A4umadb nMi,nWmxe' Adude WF Mi gdmMd= WF Mi &p , WF Moon FmINaT WF IWKhr EmrINeB WF s•eHPFl IN Ira D.se cam are I.To-M in Ira o.w ¢fl Aw 16'C n'Fl Iffi aM D.N mun mud m'CW'Fl In aw Us may am ]5'Cm'Fl Lou is. 0.96 all mate rm:s. Fuaunmr,vmr arras w,, wre.wwrwn,mrMwNwe Node Lai CREE"" LIGHTING 304 SeriesTM LED Recessed Canopy Luminade LABEL DESCRIPTION C4 CAN-304-SL-RD-06-E-UL-XX-525-30K(SPECIAL ORDER) Product DaMM phan 6 f4Mm Wmlmlm housingIs mndraaea"ans ea tie cart ewminum Components IRS Mountl or BB m die oNand thwin mats DMwnt nsmauNMn sommed � I Go .E the matMN th could chamber that allows face Wm below the nalurt. rini ri rt mounts 9 ,couldmanaged hamber in canopy beck one is secured In plett with die test alum num trim prime. Luminalre random,im, w$�$$n I.1Xe naueing iepmiMd Mih factors applied team mekel that DmideseweteaightaMl beMeen lumimim housing am canopy back. 5ultau et. for ain singer or dcude skin canopies Mb to- �$��$- 1606mmlwidepanaa. DasigNd IS- canopies of 19-22 gauge lmmimum O.On' U ram] thi[kmttl. •.. 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LED friar Is mounted in a seated weather -fight match chamber that alkre Wra essfwmbelmvtheluminaim • Field aajustaMe dove current between 350me, 525mAand mWnAon Non -IC rated luminaires • Luminaim housing pmaided with factory marts team gaslul add tle[ktles laawaterti9hl seal6etween luminairtM1ouin9mtlmm% • Mo. dir lymMeE-SH,deGaM's semen In pa[ewilhe the msbaminumaimfmme • RS mount ImWdes lnbgmllmmlion box which aftwa ease N lnMiWlion Mlh.O nmd a.,.n Wmin.l. • Suiama for lad in simW In Mountl or double IRD Mound muse canapim Md 16^ I406mmIwide prrea fl • Desk nedlrorexpieYl9-zz gaage lmaximam o.om'hmml natuibl DYa• LfocNm Latin xStiw- 1. TMLCurnnl W 1ZN 1wY ]4W Still, add YN Temea m LL aM DY D.a nxl a'. 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FCC Part 15 wMaMe W mnaNM and nd,UW emisdax s:a�we. a_ - - - • Endmun need IP66 per IEC 60529 aw sale aww.Ymmw n w•m ane.m tle. e.au w111111.nelssrw X • ImV am a preadmn pm w tebd in rccoMana MN IEEElAN51 cam wmarumeemmaNi lw rNr�w swraenwrrrmwas he.,..1. p e mpxM C62.41.2 • Lu units and finish andumrue We b warded 5,OOO hours of vlentetl ambientaaubg coMilionsastlefinM in ASTM SbMaM B 117 • DEC quaOMd when ordered wid PS or SL oplia and Sa or 3 drip rant. phrase re Mwww.tlasignlgMs.erg/pPL be most meant iMormaaan • Co,hrri .Cnnsuumawrodraadil,analanaib MiL • MBetb Buy Amenyn mquimTen6 WlnIn ARNA �eAR•mofs nesculWGmraltlMpreiuN•eNarm- wwn.peswa.uiMa.=..go, CREE VN YpYlp,veaNn T MNI284 F 1262]M 15 Gwdel wwalwmlNNNaa T WOO)473-IMI F 1800)990-750 QTY LABEL DESCRIPTION QTY LABEL DESCRIPTION gg 10 D1 KR6-20L-30K-120V + KR6T-SSGC-FF 6 gML 2 S1 FCWS7170-XXX-35K-2500-CRI85-XX-D e low KR Series KR6TM LED Speciicatio, Do Ught - Round 6' Product Desert ashen The KR6w'LED e NIKNIm domL he Meares Come TrveWlithe Txh.W and debaera beauM M 9 9 the gSeeksU lWbWarymW761ummsperwat eMgned far ond Is ar, minaena0pumtbna, awdind nmWumlWbWine manof depereer wdandz ware a warloN gU y temperatures, ores ro a gM1-ar ry amtlzetlaluminum Mlecterfin muses Damming lagrommadaptor accessoryantl riHoary ofdimmingthat options :rcwtl'ng Coe W 1 ng'a Sumer Dlmm rig hunabgyxl,cM1ced, ncM1 march DgNtM1N tnrWuonsfrom noDK W 1m0Kx nammuyazY randexemsguma PerWm .Summ u waues tine Tcuewhhe• Technology In NtNMdWmene:N0.5.3m Wmens: Delivered lumen oWWt ispgkal Mien using a Used type relltdor lI pawn: ❑-87 its EmmggNy hrfgnnam, Up by t$ID Wmm; ION: Minimum 90 MnN CBI: N Cell VOOK spun. MK 4MK, MK CmmHM Thin Dimming to 5%.Oh-1a Mourix 10 10%,and WOon EcoSMemm Dimming 1% Iimiad WamnM:lOyursnn KR6^rwmmaiMl paronacmeone UmN Ma WEmMenry Batl[Up IEBI Baldry: t meander, Bach Up.Testngubdy in aa.NmawiWoylcWm y wem.wmw N MerMGalfuMw co,..rra•err. Takrwae Kameda ^mOO rM6gm--NlrµµµWY'pearMrgJ11M'n 11Y -amaker ma:e,bl llarreal3nmlcLM1m•lan -Fwurvla gBMNL-IMmarbw -PYµ�Mid'Nlnnnle l-1il K®mM N-bw~ a1?ItsmMswamacsnmlbns -wnb6nu0reemmmmnnW M1Nmrem KPoinralw Ordering lnfornuNon Body....mi Wmi:sm-mmpl Mbm ma,. thad weDN Mnperaaq. RMwb IHw W ra INN ba Mind gNMM San. RaKMorflWh Flem.FWW odlrra KM�Te51Ma.nlmmsM mnOMmslenxnand M,nobabb Cis aae5 w NNmn 9awm NTM AM wW w.uwan can. oaa:nfim/11/mxo 1 •• 1302mm1 (ffiOmml 1220 �pp1^I UU Moon) ~..0. litersply EmraaeglFadmp _I_ 146 moll_ 19.T ~J1699mm1, 1 MEN 96-r Mrs.) z0^ n7emml •uelrtrl.mlmmLl.lar.l9mp. Wamwo eanlnmNlMx6Meapaealvl rod srin show MI•sle. 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CW6 MON&MAWRIAL Lwv brightness asnbi spun Almk aWminam min, O.W 12mm1 thick with which cad radius and eardrums xu-IlNge • SOR Scran M-Clearfinish. Nandard . 176m thick wildeand roved, mmaaalein wMag aMuend 1]bmml tM1ick eiGngs and provide nenbl6ryinm mounting vnthingrie • Prwitleb with quick mounting bMcWb for optimal carrying d,annels • Cghtervere, optics. and diver att IbW form below belling EIECIRICFSyi1 11 • paver Famanic 0.9 Wr n,,M%at • Total Harmsni[OWartbm<a%a1 WII Watl • Input ISM- 120,27N, or 341 5M6dHz Operating TemlMra Iowa@:-18•C-edo•C 10-F-m10471l minimum mperaung,empamtura Min E%loNion Kohl 'OVSaum Curras:9L& 13L 0.15"; 2GL-10L 24m:60L:0.11m Lm ou • ForsWndaMtommldfenng MxW..tmIWNUb[mnonnge4 • TrW[dmmingte5% • UMinuusdmmngtol keno-10VOCmnmlpMw L • 1WSmmC t; 9L& 13L 0.15mA 2pi0L 2MM • Feruwwith Clued 2dmm,ng awtemsonN • Use mg, bghtng controls with Lease mnneNon or cmtmK it naea far use into LED rtluns . 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SpeW6catlonSheet-.Is*USC.WCIMDimming Manllf U.,&.1982 JS Ri 01/03a2m8 m FC Ug"m, Inc. 3W9 awenwn eye• M. tl W11-M74I foglMng.wm 800.9W.1T,o ANY SITE PIAN(5), FLOOR PLAN(S), RE NoERING(S), LIGHTING LAYOUT(5) AND PHOTOMETRIC PLAN(5) INCLUDING BUT NOT UMITED TO ANY PROJECRS) CREATEO/PRODOCED BY RED LEONARD ASSOCIATES INC., ARE ONLY INTENDED FOR ILLUSTRATION AND QUOTING PURPOSES ONLY. RED LEONARD ASSOCIATES HAS THE RIGHTTO USETHIRD 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 IS CREATED PRODUCED IN THESE RECREATIONS. THIS INCLUDES BUT IS NOT LIMITED TO THE USE OF, INSTALLATION OF AND/M INTEGRDY OF EXISTING BUIUDINI SURROUNDING AREA FOR PRODUCTS SUCH AS EXISTING POLES ANCHOR BCI BASES ARCHITELTURALAND SIGNAGE STRUCTURES LANDSCAPING PLANIS), UGHTING PLAN(S), FIXTURE SELECTION(S) AND PLACEMENT, MATERIAL(S), COLORACCURACY, TEXTURE(5), AND ANYTHING ATTRIBUTED TO PHOTO REALISM THAT IS CREATED. FURTHERMORE, RED LEONARD ASSOCIATES INC. DOES NOT ASSUME UABIUIY WHATSOEVER FOR ANY PURCHASES MADE BY CLIENT BEFORE DURING OR ATTHE CONCLUSION OF THE PUBUSHED WORK. THE CUSTOMER ITS REMAFFILIATES AS WELL AS ANY OTHER PERSONS) IN VIEWING OF THIS PRODUCT IS RESPONSIBLE FOR VERRYING COMPLIANCE WITH ANY BUT NOT LIMITED TO ALLOODES, PERMM, RE ICTIONS, 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 DRAWING(S), OR PROJECTS) IS NOT TO BE USED AND/OR INTENDED FOR ENGINEERING OR CONSTRUCTION PURPOSES, BUT FOR ILLUSTRATIVE PURPOSES ONLY. ANY USE OF THIS DOCUMENTATION AND/OR OTHER ARTICLES PRODUCED BY RED LEONARD WITHOUT WRITTEN AUTHORIZATION FROM JAYME J. LEONARD IS STRICTLY PROHIBITED. AL oraprellesse without NVLk. Specfcation Sheet M Rev. 072319 PRO.NAME: > WAWA ALBEMARLE COUNTY, VA DRAWING NUMBER. Wclwago RL-7277-S 1-R5 w Q O M N N LO Q Z 0 �o w Z ~ O c) ", O� N CO > O Q Z C�O r O ZN D = A aw zF- } �S COO J O - W Y Qj LED3i Z O ww JF- _ Y To J N O N r Or) Ln M O N z S � O N 73 O In 0 00 > r a- � DC) O a o m ° o Q ELL z CD z W Y 1 NO ¢ En ¢ ELL V Ul w O Y O S U J N Z LU F� N W g< W z W O ry o (! 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The Nmbnbe and um am madefmm ragged die cast SumMument inNgM. atW"4ht LED dnwmmpntmwmuWd Mgt: Performance aluminum heat anhsapetlfiu0ydmigned for LED appbutions. Housing a ruggatl aWminum. ImWtles a lighMeight ma1m M bmbr inalatlamen overslandaN and main rim single gang J-Braes. Securca to waR wltM1 four 3/16'ISmmisuews Eby elnenL C-duilenlryhombp,hMem, al:lesantl through—sq.reawsmwntingfm upggd. ar tluanBgM1l. peslg„M and appravetl fdr mIncludes Ieantlebda gu Ifi NNkaNws: Denmbnwtlry INe end seMing P rmance Summary pokinged Rabbi PWd.d Ratings., Amemblad in the USA-0 U.S. and bnpodW pads CRn Minimum ro Call CCn 6NOK I+/-3WID, 57MK I+/- 5WK1 s Wa:d Um Warrmne, 10 ymre on hmib ire/10 yame an Caere. 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Black. bmma, aihar and white are amiuw • Wei,M:Sae Dlmunsiomana WeiBhtCNmonpagel M"RICALSYSTEM • Insist nolops 120-2711Vcr367-0 ,, 501601-; Class l driers • Peoer ramp:. 0.9 at Nu lead • r.m x..mw[ol.mml.m.xozmfamma • Integral weathenne J-Bon such leads Ewan numl far eery power Mrk up • InImm11MY as Me auppression pmtHbn Amkdam When wdo dI". fusing, a slow of. fuse an type CM brealwrsWuW M used to address lomsh current • Consult factory if In-luminaire Rising is Mideast • Masi mum I N 5mro Norm 20 LED 135011 men; 20LED 1525 A 700"1 and 60-120 LED: RISmA aULaa L. smabt. for wat twumn Meets FCC Port 1E Subpart B, Chase Bmits M conducted mq ratliebd emlea am Ercbeube WWI IP66 per SEC 605"when topped without P or ML option ARSI C136.21pact beMe prosecutor. tested in aaadarvee wXn IEEVAW Cdt a13 lnmmore and finish endure retested to witNt d5.000 boom of elevated ambient sou tog conditions as defined In ASIN Standard 8117 I. quzrnad wen..1-1 Maus. xahr In trips /1www. eslgnngnts org/seamhl for mWcwrem lnmrmnMn Meets Buy American requirements within ARM SG161pENtt WYIXWa:GmrN R•ptmllltlre lbnn- �rnra "nu1 ask Nm12161 Olel II I001473-1234 IQ REDLEONARD ASSOCIATES 1340 Kemper Meadow Dr, Forest Park, 01145240 513-574-9500 I redleonard.com CREE = LIGHTING I�II�i.T■I�I�I�i�i�a Il�lll�i�■I�I�I�i�il� II©IIISII�i�l9dtlal�l�i�■i�£f I�©II�II�II�II��II� II©17i�111:s11:7 : 'peat rRn./e:el•awweaum b.AlmwmamWroaNam�lmrm av',+m, deeFigY Serim AmbbM A�ustN Wmm NMMm.Io• 4nMed IMtlM WF Mier 1bmNW LMF SOTS M1r aMWle6` LMF MilleIWKM1r 4ammW WE E4inaYF WE li 1. 1M I. Am rife 1a'cm'm 1m 1m a.% a% a% 15-Co-H 1. a% pA OR a% b'e IN'm to, a% I.% gee 0% spi Ira an a." au An 'ammlaNWeamw atx m'n.e naWMf pIBrIWIemYw 61M.W nwne•I•.,h1® psa.eala�u�aw..ammleaemnnesaau�Mwaee:.rWd wuuem Mewsm7e egmn..nrn rrzl. mNnw ww wp,re wwM•Iw.N.. Min.. xm e..n� e,a.m CREE = LIGHTING ANY SITE PLANS FLOOR PLANS RENDERINGS LIGHTING LAYOUTS AND PHOTOMETRIC PLANS INCLUDING BUT NOT UMITED TO ANY PROJECTS CREATED/PRODUCED BY RED LEONARD ASSOCIATES INC. ARE ONLY INTENDED IL NG 11. 1I (1 I) FOR ILLUSTRATION AND DOTING PURPOSES ONLY. RED LEONARD ASSOCIATES HAS THE RIGHT TO USE THIRD PARTY EASE SCANNERS AND CAMERAS BUT ACTUAL PROJECT CONDITONS DIMENSIONS, AND ACCUIIACV OF O LASERS. MEASUREMENTS MAY DIFFER FROM THESE OR ANY PARAMETERS. RED LEONARD ASSOCIATES INC. ASSUMES NO LIABILITY FOR WHAT 15 CREATED/PRODUCED IN THESE RECREATIONS THIS INCLUDES BUT IS NOT LIMITED TO THE USE OF INSTALLATION OF AND/Oft INTEGRITY OF EXISTING BUILDINGS SURROUNDING AREA FOR PRODUCTS SUCH AS EKISONG POLES ANCHOR BOL S BASES ARCHRECNRAL AND SIGNAGE STRUCTURES LANDSCAPING / I le I I 1 ). TI ). 1 ). 1 1, PLAN(S), LIGHTING PLAN(S), FIXTURE SELECTION(S) AND PLACEMENT, MATERIAUS), COLOR ACCURACY, TEXTURE(S), AND ANYTHING ATTRIBUTED TO PHOTO REALISM THAT IS CREATED. FURTHERMORE, RED LEONARD ASSOCIATES INC. DOES NOT ASSUME UABLITY WHATSOEVER FOR ANY PURCHASES MADE BY CLIENT BEFORE DURING OR AT THE CONCLUSION OF THE PUBLISHED WORK. MECUSTOMER ITS RELITUE AFFILIATES AS WELL AS ANY OTHER PERSONS) IN VIEWING OF THIS PRODUCT IS RESPONSIBLE FOR VERIFYING COMPLIANCE WITH ANY BUT NOT LIMITED TO ALL CODES, PERMITS, RESTRICTIONS, INSTRUCTIONS, PURCHASES, AND INSTALLATIONS OF 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 DRAWING(S), OR PROJECTS) IS NOT TO BE USED AND/OR INTENDED FOR ENGINEERING OR CONSTRUCTION PURPOSES, BUT FOR ILLUSTRATIVE PURPOSE5 ONLY. ANY USE OF THIS DOCUMENTATION AND/OR OTHER ARTICLES PRODUCED BY RED LEONARD WITHOUT WRITTEN AUTHORIZATION FROM JAYME J. LEONARD 15 STRICTLY PROHIBITED. PROJECT NAME: WAWA ALBEMARLE COUNTY V, DRAWING NUMBER: J RL-7277-S 1-R5 LLJ Q O M N M N L�Q Z > O W W Z H O Q O� co O nu Q Z �O r O ZN CO = QW Z~ O } W _ ~ LLJ Y Z O �F- a - n r7 J N N O N r Q QU0 Ln M O N Z 0 � c � O 0 00 LLJ [-- Ln (n Q > m r m Q _ 1 CN O J ¢ 0 w CD 0 � ¢ V w V Ul w O D O S U J_ lossasse 'IIi III Z lossasse J Z W ammo N m QZ W awe � W WZ D O(!^'J 0 V W J Q W m J Q SHEET NUMBER CL-502 U C N N O U O y N a C ° 0 T E Y O ° ° r 3 v a N L c u� ° u 0 N a c 0 0 T E 0 N a ° ° v c 0 N N `° 3 Q r J — 1 `3 Z Z O Y Z 3 Q J .. i v U E u J � r Y � C � O L W N u D ° O Q � J n 0 L ° �E n` v C � O D O O C 3 O w D' s y a o n I N 0 _ 3 U +' U L � U 0 L 3 C U O I � N p u n 7 C ° >o J a J n Y � Y � a ° E L n ° � o O m h v V m J u L `v o 3 L v E Z N J � 1 - c z ° Z ° Q L C1 C v 0 a o O � J � ° o ° Y C ° n a v C N O L U n ° s � 5 � 3 v n s -v 0 0 E u O L Z ~ 04 N I n 3 Ijlf II II I II II II 3 II II I— — G/ DR g66 i GgE TE l60 0 / O G sT A JHC SS / G S F0 JHC \ �J 434 IT .::., ire: Is, 46 11i PAH CS i / 4 2 Da46 �. i ia� Ig111111 ,lllnupl I -m ® I10 0" �_®_ oIiullili�l��l°u��H�°II� .1 Oa,.xr■■ ................. .....m—'I gii 1 • !►yam y� 44�r1:1Ki �I � 0 I pNl�oai 3 ' �■iF) i, L.,•.,, ,,.e�.--'+fir.-.+�'.."��'+�i111Tf11T,liItTr7�Jr'#".r"'7Fil��'�'T..�. .. ,�,r ��r\._�".Mr�r�ll�lr�z s�ra���''rS�'fir W 0 �� 0 Mum • , © ���I �� or ' ■ rACRES -NW o� ■ r 6,049 SF `E 1 ■r I c • �� I■. "mot.--�� - 48 WAWA SPACES offift j m © © m !�.'AAIFIes�.•c��rvvmvav�,�.�c,vviv �'�:itd.{��=t�.:�'1��b1��C1���>I•,Aly���':i STING TREE REMAIN, TYP. W —W—W PLANT SCHEDULE TREES QTY BOTANICAL NAME COMMON NAME CONT CAL/HT REMARKS AR 5 Acer rubrum -October Glory October Glory Red Maple B & B 2.5" CAL. MIN. Strong Central Leader, Matched. GB 7 Ginkgo biloba'Princeton Sentry' Princeton Sentry Maidenhair Tree B & B 2.5" CAL. MIN. Strong Central Leader, Matched. GS 2 Gleditsia triacanthos inermis'Shademaster' Shademaster Honey Locust B & B 2.5" CAL. MIN. Strong Central Leader, Matched. QR 6 Quercus rubra 1 Red Oak B & B 2.5" CAL. MIN. I Strong Central Leader, Matched. ORNAMENTALTREES I QTY BOTANICAL NAME COMMON NAME CONT CAL/HT REMARKS LI 4 Lagerstroemia indica x fauriei 'Natchez' Natchez Crape Myrtle Multi -Trunk B & B 8- HT. MIN I Strong Central Leader, Matched. PY 5 Prunus x yedoensis Yoshino Cherry IB&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 9 Abelia x grandiflora 'Compacta' Compact Glossy Abelia CONT. 24" HT MIN. Full To Ground, Dense. CS 35 Cornus stolonifera'SMNCSBD' TM Arctic Fire Yellow Dogwood Cont. 24" HT MIN. Full To Ground, Dense. IC 37 Ilex cornuta 'Burfordii Nana Dwarf Burford Holly CONT. 24" HT MIN. Full To Ground, Dense. IG 46 Ilex glabra Shamrock' Shamrock Inkberry Holly CONT. 24" HT MIN. Full To Ground, Dense. IV 26 Ilex verticillata Winterberry CONT. 24" HT MIN. Full To Ground, Dense. IT 20 Itea virginica 'Sprich' TM Little Henry Sweetspire CONT. 24" HT MIN. Full To Ground, Dense. PL 46 Prunus laurocerasus'Schipkaensis' Schipka English Laurel CONT. 24" HT MIN. 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 CXA 29 Calamagrostis x acutiflora 'Overdam' Overdam Feather Reed Grass #1 30" O.C. HXS 109 Hemerocallis x 'Stella de Oro' Stella de Oro Daylily #1 24" O.C. HCC 367 Hypericum calycinum Creeping St. John's Wort #1 18" O.C. JHC 304 Juniperus horizontalis Creeping Juniper #1 30" O.C. LSV 385 Liriope spicata 'Variagata' Creeping Lilyturf #1 18" O.C. PVH 69 Panicum virgatum 'Heavy Metal' Heavy Metal Switch Grass #1 36" O.C. PAH 1125 1 Pennisetum alopecuroides 'Hameln' Hameln Fountain Grass #1 30" O.C. SSL 156 1 Schizachyrium scoparium Little Bluestem #1 30" O.C. 775 SOFT PLANTED AREA MULCH ENTIRE BED, TYP. PLANT BED EDGE, TYP. (VA) CHARLOTTESVILLE-1165 PEPSI PLACE, LLC D.B. 4722 PG. 213 D.B. 2359 PG. 589 (PLAT) PARCEL ID: 061WO-02-00— 02BO ZONED: C-1 COMMERCIAL PARCEL USE: CONVALESCENT HOSPITAL SITE LIGHTING, TYP. 47 SOFT L ED AREA — AR \� Z FENCE MEANDERS ALONG P/L 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 PROTECTIOIN FENCING, TYP. SEE SHEET \ O JA—ZA LIMITED PART D.B. 1134 PG. D.B. 77 G. 401 PARCEL ID: 0 0—( ZONED: C-1 CQ 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 (Greenbrier Drive) 6.8 Large Deciduous Tree (1 per 50 LF) 6 Large Deciduous Tree 68.0 Medium Shrubs (1 per 5 LF) 80 Medium Shrubs 10' LANDSCAPE SETBACK ALONG ROAD. LARGE SHADE 10 340 STREET TREE (2.5" CAL.) /50' W/ INTERSPERSED ORNAMENTALS (8' HT.)& SHRUBS/5'. N/A Ornamental Tree (Interspersed) 6 Ornamental Trees West Property Line (Semonile Trail) 4.7 Large Deciduous Tree (1 per 35 LF) 2 Large Deciduous Tree` 10' 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 N/A N/A N/A N/A WA 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 Calulation Provided 5% of parking paved area. 1 Tree for every 10 parking 53,801.73 SF x .05 = 2,609.09 SF 2970 SF spaces provided 68 /10 = 6.8 Trees 7 Large Trees TREE CANOPY REQUIREMENT CALCULATIONS (as noted in Sec. 32.7.9.8) Gross Site Area 2.260 Acres 98,446 SF Tree Canopy Required 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 10Yr. Canopy Coverage Provided 5 Acer rubrum'October Glory' 2.5" Cal. Min. 452 SF 2,260 SF 2 Gleditsia triacanthos inermis 'Shademaster 2.5" Cal. Min. 481 SF 962 SF 4 Quercus rubra 2.5" Cal. Min. 424 SF 1,696 SF 8 Quercus x warei'Long' TM 2.5" Cal. Min. 464 SF 3,712 SF 5 Lagerstroemia indica x fauriei 'Natchez' 8' Ht. Min. 77 SF 385 SF 5 Prunus x yedoensis 8' Ht. Min. 99 SF 495 SF 11 Ilex x "Nellie R. Stevens' 8' Ht. Min. 44 SF 484 SF 13 Thuja occidentalis 'Smaragd' 8' Ht. Min. 10 SF 130 SF Total:1 10,124 SF GRAPHIC SCALE IN FEET 0 15 30 60 1"=30' Z O w 01 O M N M N LZQ z, O �o Wz < O Q� Z — 0 N �— O Z dNQ h�00 0 ZN CD = Qw Z~ O } W _~ W Y Z O �F- a — U roJ N N Or N (9L0 0 N DBBIE D. ROACH LiC. No. 1870 OZ/09/20" Z � 0 Ld O O 0 LJ cn 0 00 H \ cn > M > � oM O a m ° o Q W Z Z y 1 0 ¢ v ¢ w (U!l O O U 0 01 Z LU N W W Z I'z W O O LL rn� V Ld J C_ Q Ld m J Q SHEET NUMBER CP-101 c N N 0 a 0 C O I v E Y 0 T a ° 0 L_ 3 v a 0 u c ° a v ° 0 T a 0 0 v 0 c O 3 N � N n `° Js, Q v V Z 3 Z Q o J L 1 3 H n E I � � r o .. L C C ° o v c ° Q J � o �a E � v t c ° D 0 o T ° o ° 0 0 L o I � n J o V 3 � s o° �s iJ 3 1 0 )o n n C > ° 0 ° 0 J a Y � n w n E " v � L n " ii `o h T y c o h m y c � C N c v t° o `> 2 m 0 L o n v _J E Q D � 0 z c z ° z ° J 1 � L n w i v 0 a o O � J � y ° o ° s -o Y c ° n a v ° C N O L ° n ° 5 c � y � 3 L . w 0 0 J .. E n ° ° O O O L Z ~ 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 (7) 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 ADER JRSERY STAKE SIVE RUBBER TIES WO INCH TREE STAKES. 4WAY FROM EDGE OF THE STAKE LOCATION SHALL NOT WITH PERMANENT BRANCHES. ALL BE PAINTED BLACK PRIOR ATION. IULCHING, 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. DECIDUOUS TREE PLANTING NOT TO SCALE =T TREE AT ORIGINAL GRADE OR UP TO 1/8 =PTH OF ROOT BALL SHREDDED HARDWOOD MULCH OR APPROVED EQUAL DIL SAUCER: USE PREPARED TOPSOIL, 6" MIN. 4RDWOOD 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 1/8 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 PLANT SPACING A' , D' D' 8" O.C. 10" O.C. 12" O.C. 18" O.C. 24" O.C. 11 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 "=V-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 a cn z 0 w G_ 0 M N M N L UQ z� O �o wz ~o U= Ou O� N CO cf) ro C)a z oo�o ZN CD = Qw z~ow o Z J _ ~ Y z a U1 � J N 0 N r () ro L0 ro 0 N DBBIE D. ROACH LiC. No. 1870 oz/09/20" Z Ul Ul Of _ 0 O O O ccn 0 co Lo � \ cn > r a,,) om O a o m m o Q \ W z z W Y 1' NO ¢ ¢ w V Ul W O Y O S U La 0 01 Z w N W WW I'Z W 0 o (! V W J Q W m J Q SHEET NUMBER CP-501