Loading...
HomeMy WebLinkAboutARB202100110 Plan - Revision 2021-11-19mlr c m 0 Q ° 0 Y O i O O S 3 N 0 s vi 0 U O a 0 0 S T Y 0 0 0 0 0 0 0 N `o 0 Q 3 Z = o n Y 3 J E V as Y ° c a � o a a ,E ° y o ° a ° a� � o a � F a o Y 3 I / 3 a � o a I ° Sl � n° Lo > a > a JI o J ° i° Y s � o a a no n a v E_ >E 0 z_ Z Y � J s I � a 0 o .� a° J� a° a ° n ° ° V N N N N 3 J 2 N O n L n ° a ° os ;� 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 REALTY CORPORATION PO BOX 6340 CHARLOTTESVILLE, VA 22906 CIVIL ENGINEER Kimley*Horn KIMLEY—HORN AND ASSOCIATES, INC. 1700 WILLOW LAWN DRIVE, SUITE 200 RICHMOND, VA 23230 TEL: (804) 673-3882 CONTACT: RYAN PERKINS, P.E. EMAIL: RYAN.PERKINS@KIMLEY—HORN.COM ARCHITECT CUHACI & PETERSON 930 WOODCOCK ROAD, SUITE 101 ORLANDO, FL 32803 TEL: (407) 661— 9100 CONTACT: MARY ROSARIO EMAIL: MARY.ROSARIO@C—P.COM SURVEYOR JENNINGSTEPHENSON P.C. LAND SURVEYORSe & PLANNERS JENNING STEPHENSON, P.C. 10160 STAPLES MILL ROAD SUITE 103 GLEN ALLEN, VA 23060 TEL: (804) 545-6235 CONTACT: KENNETH R. BLAYLOCK JR. WAWA CONTACT INFORMATION Wawa WAWA, INC. 260 W. BALTIMORE PIKE WAWA, PA 19063 TEL: (267) 273-3575 CONTACT: JEB BELL EMAIL: JEB.BELL@WAWA.COM MISS UTILITY OF VIRGINIA CALL BEFORE YOU DIG 811 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. PROJECT LOCATION VICINITY SCALE: 1 " = ARB2021-110 PLAN FOR MAP 500' 1215 SEMINOLE TRAIL RIO MAGISTERIAL DISTRICT ALBEMARLE, VA 22901 DATE: 11/19/2021 1%2 SHEET INDEX SHEET NUMBER SHEETTITLE CA-100 COVER SHEET CA-101 GEN ERAL 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 CE-102 PHASE I I E&SC PLAN CE-501 E&SC NOTES & DETAILS CE-502 E&SC NOTES & DETAILS CS-101 SITE PLAN CS-201 SIGHT DISTANCE PLAN & PROFILE CS-501 SITE DETAILS CS-502 SITE DETAILS CS-503 SITE DETAILS CG-101 GRADING PLAN CG-201 STORMWATER QUANTITY CG-202 STORMWATER QUALITY CG-203 DRAINAGE AREA MAP CG-501 STORMWATER PROFILES & CALCULATIONS CG-502 STORMWATER DETAILS CU-101 UTILITY PLAN CU-501 UTILITY PROFILES & DETAILS CU-502 UTILITY DETAILS CL-101 LIGHTING PLAN CL-501 LIGHTING DETAILS CL-502 LIGHTING DETAILS CP-101 PLANTING PLAN CP-501 PLANTING DETAILS SITE PLAN REVIEW STATUS SUBMIT DATE INITIALS REMARKS 04/05/2021 CBB 1ST ARB SUBMITTAL TO ALBEMARLE COUNTY 04/05/2021 CBB 1STISP SUBMITTAL TO ALBEMARLE COUNTY 09/14/2021 CBB 1ST VSMP SUBMITTAL TO ALBEMARLE COUNTY 09/14/2021 CBB 2ND ARB SUBMITTAL TO ALBEMARLE COUNTY 09/14/2021 CBB 1ST FSP SUBMITTAL TO ALBEMARLE COUNTY 11/19/2021 CBB 3RD ARB SUBMITTAL TO ALBEMARLE COUNTY 11/19/2021 CBB 2ND FSP SUBMITTAL TO ALBEMARLE COUNTY 11/19/2021 CBB 2ND VSMP SUBMITTAL TO ALBEMARLE COUNTY TOTAL NUMBER OF SHEETS: 28 LVAIN AAM, • ,� M 01 , BUILDING AREA: 6,049 SF BUILDING TYPE: W50 FB I VA CANOPY CONFIGURATION TRIPLE STACKED CANOPY TYPE: FLAT # OF MPD'S: 9 TYPE OF MPD'S: (9) 4+1 S.F. OF ASPHALT: 74,923 S.F. S.F. OF LAWN AREA: 20,380 S.F. S.F. OF MULCH AREA: 9,930 S.F. PROJECT DATA SITE STATISTICS PARCEL ID: 061WO-02-OA-00100 SITE ADDRESS: 1215 SEMINOLE TRAI L, CHARLOTTESVILLE, VA 22901 ZONED: C-1,COMMERCIAL MAGISTERIAL DISTRICT: RIO APPLICABLE OVERLAY DISTRICTS: ENTRANCE CORRIDOR AIRPORT IMPACiAREA STEEP SLOPES- MANAGED SPECIAL USE PERMIT: SP1991-00069 EXISTING USE: SERVICE REPAIR GARAGE PROPOSED USE: CONVENIENCE FOOD STORE WITH SERVICE STATION BUILDING SIZE: 6,049 SF BUILDING HEIGHT: 33 FT± TOTAL SITE AREA: 2.26 AC. TOTAL DISTURBED AREA: 2.62 AC. TOTAL IMPERVIOUS COVER: 1.74 AC. ± (77%) OPEN SPACE: 0.52 AC. ± (23%) STEEP SLOPES: DISTURBED FLOOD ZONE: THIS PROPERTY APPEARS TO LIE IN FLOOD ZONE "X" AS SHOWN ON THE FLOOD INSURANCE RATE MAP, MAP COMMUN ITY- PAN EL N UMBER 51003CO278D EFFECTIVE DATE: FEBRUARY4, 2005 WATER: ACSA - MECHLINK CREEK-RIVANNA RIVER WATER SUPPLY WATERSHED SEWER: ACSA SOURCE OFTOPOGRAPHY: TOPOGRAPHIC SURVEYWAS PERFORMED BYJENNING STEPHENSON, P.C. ON NOVEMBER 13, 2020 DATUM: HORIZONTAL CONTROL BASED UPON VIRGINIASTATE PLANE COORDINATE SYSTEM, SOUTH ZONE, NAD 1983 THE VERTICAL DATUM SHOWN HEREON IS BASED ON NAVD 1988 LATITUDE: 38°04'11" N LONGITUDE: 78°29'03" W RECEIVINGWATER(S): RIVANNARIVER- MEADOWCREEK VAHU6CODE: JR14 BUILDING SETBACKS FRONT (SEMINOLE TRAIL): 10' MIN., NO MAX. FRONT (GREENBRIER DRIVE): 10' MIN., NO MAX. SIDE: NONE BACK: NONE PARKING SCHEDULE PARKING REQUIRED: 1SPACE PER 100SQUARE FEETOF RETAIL SALES AREA FORTHE FIRST 5,000SF (RETAIL SALES AREA IS 80-A OF GFA) PARKING CALCULATION: (6,049SFx0.80)/100SF=48SPACES WAWA PARKING PROVIDED: 48SPACES HANDICAP SPACES PROVIDED: 2 SPACES REAR PARKING LOTTO BENEFIT 061WO-02-00-002BO 20SPACES 061WO-02-00-002BO EXISTING PARKING 56SPACES 061WO-02-00-002BO MAX. PARKING 78SPACES 061WO-02-00-002BO PROPOSED PARKING 56SPACES +20SPACES=76SPACES TRAFFIC DATA AM PEAK HOURTRIP (ENTER/EXIT) 252/251 PM PEAK HOURTRIP (ENTER/EXIT) 210/209 VEHICLE TRIPS PER WEEKDAY 5,068 APPROVALS DATE DEPARTMENT OF COMMUNITY DEVELOPMENT PLANNER/ZONING ENGINEER INSPECTIONS ARB DEPARTMENT OF FIRE RESCUE ALBEMARLE COUNTY SERVICE AUTHORITY VIRGINIA DEPARMENT OF TRANSPORTATION HEALTH DEPARTMENT 0 N iro M N L UQ z, O �o LLJ Z Qo U = cV OU 00 r O U LE a0 r- o ool- o ZN 0 = a I 8, Z— O } W W'' CO. J O � > W Y � W O �z N� 00 0 0 NW O 0 RYA4 PERKINS Lic. No. 046565 II/0/2azl ) U � N 0 U m U Ln (n m 0:� 0 o � � W v 0 00 �\ Q < m m on Q m 0 a" \ z z w _ w U U Y Q 4 w LL] W vJ ry W O 0 0 0� Z w I..L N m ww z w z z � O� N L.L O �y LL w � Q w m Q SHEET NUMBER CA-1 00 6 C 0 0 0 0 a 0 C O i 0 E Y 0 T 0 00 r 3 n L N d 0 0 a 0 C O > E Y 0 0 0 0 C 0 0 `o 3 0 D c A 0 � 3 z ; 0 J Q 5 Y 3 z " 0 7 E 5 Q r y C 0 0 N 0 C 0 0 � o Q D a 0 n c C 0 0 `o L N 0 v C o 0 T 0 V `0 « a 3 a 0 0 1 3 H r J 0 s O 3 D 0 0 C w � c 0 0 )O v n 0 � 0 N 0 a n 0 - Y '6 a Y m L E `o S O U N - U . .14- T 0 1 " a E 0 c z E " �')0 U C z 0 J 0 Q Y E � 'E z it 0 3 L v 0 c 1 Q 8 w D a C m 0 .N 0 0 J � c 0 0 s Y Y a N 0 n 0 C 0 0 N 0 L 5 n L 3 o v j - 0 o 3 0 n 0 E in D 0 0 0 0 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 0 811 FOR PROPER IDENTIFICATION OF EXISTING UTILITIES WITHIN THE PROJECT SITE. 6. ANY DAMAGE OCCURRING TO THE EXISTING SITE INFRASTRUCTURE ON THIS OR THE ADJACENT SITE DURING THE CONSTRUCTION OPERATIONS AND/OR MOBILIZATION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. ALL EXISTING DAMAGED ITEMS INCLUDING CONCRETE AND/OR PAVEMENT SECTIONS SHALL BE RESTORED TO THEIR ORIGINAL CONDITIONS PRIOR TO PROJECT COMPLETION AT THE EXPENSE OF THE CONTRACTOR. 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPLACING WITH MATCHING MATERIALS ANY PAVEMENT, DRIVEWAYS, WALKS, CURBS, ETC. THAT MUST BE CUT OR THAT ARE DAMAGED DURING CONSTRUCTION INSIDE AND OUTSIDE OF THE LIMITS OF CONSTRUCTION. 8. ANY AND ALL UTILITIES AND/OR OBSTRUCTIONS (POWER POLES, TELEPHONE PEDESTALS, GUY WIRES, WATER METERS, ETC.) THAT ARE REQUIRED TO BE RELOCATED OR ADJUSTED DUE TO CONSTRUCTION SHALL BE DONE SO AT THE OWNERS/DEVELOPERS EXPENSE. 9. SLOPES WITHIN THE LIMITS OF THE HANDICAPPED PARKING AREAS SHALL NOT EXCEED 1.5% IN ANY DIRECTION. CROSSWALKS AND SIDEWALKS SHALL HAVE A MAXIMUM CROSS SLOPE OF 1.5% AND A MAXIMUM LONGITUDINAL SLOPE OF 5% IN DIRECTION OF TRAVEL. SLOPES IN HANDICAP RAMPS SHALL BE BUILT IN CONFORMANCE WITH ILATEST ADA CRITERIA AND LOCAL DESIGN STANDARDS. 10. THE CONTRACTOR IS RESPONSIBLE TO REMOVE ALL THE REMOVED/DEMOLISHED MATERIAL FROM THE PROJECT SITE AND DISPOSE OF SAME IN A LEGAL MANNER. 11. TYING TO EXISTING PAVEMENT: EXISTING PAVEMENT SHALL BE NEATLY SAW CUT TO A STRAIGHT LINE AND ALL PAVING ON THE NEW PAVEMENT SIDE OF THE CUT SHALL BE COMPLETELY REMOVED AND REPLACED WITH SPECIFIED MATERIALS. THE CUT LINE SHALL BE FULL -DEPTH AND COATED WITH A TACK COAT TO FURNISH A BOND BETWEEN THE EXISTING SURFACE COURSE AND THE NEW SURFACE COURSE. VDOT GENERAL NOTES 1. ALL MATERIALS AND CONSTRUCTION WITHIN THE PUBLIC RIGHT OF WAY SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION'S ROAD AND BRIDGE SPECIFICATIONS, ROAD AND BRIDGE STANDARDS AND VIRGINIA WORK AREA PROTECTION MANUAL. 2. LAND USE PERMITS (LUP) SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION PRIOR TO BEGINNING ANY CONSTRUCTION WITHIN THE EXISTING STATE MAINTAINED RIGHT-OF-WAY (INCLUDING ACCESS). 3. VDOT REQUIRES NOTIFICATION 48 HOURS PRIOR TO COMMENCING WITH INITIAL CONSTRUCTION ACTIVITIES. PLEASE CONTACT THE APPROPRIATE PERMIT OFFICE IN WHICH YOUR PROPOSED ACTIVITIES ARE TO OCCUR. 4. APPROVAL OF A DETAILED CONSTRUCTION SEQUENCING AND MAINTENANCE OF TRAFFIC PLAN FOR THE WORK ZONE IS A PREREQUISITE FOR ISSUANCE OF A LAND USE PERMIT. THE PLAN SHALL ACCOMMODATE ACCESS TO AND CONSTRUCTION WITHIN VDOT MAINTAINED RIGHT-OF-WAY. 5. WORK ZONES - THE DEPARTMENT SHALL BE NOTIFIED 48 HOURS IN ADVANCE OF ANY ANTICIPATED LANE/SHOULDER CLOSURES ON ROADWAYS CLASSIFIED AS COLLECTOR ROADS OR HIGHER. YOU DO NOT NEED TO CALL TO ACTIVATE YOUR WORK ZONE UNTIL YOU PLACE THE FIRST CONE OR SIGN IN YOUR WORK ZONE. REQUESTS FOR THE IMPLEMENTATION OF TEMPORARY LANE AND SHOULDER CLOSURES MUST BE ENTERED INTO THE VDOT LANE CLOSURE ADVISORY MANAGEMENT SYSTEM (LCAMS) AND VATRAFFIC A MINIMUM OF ONE WEEK PRIOR TO THE PLANNED EXECUTION OF LANE OR SHOULDER CLOSURE ACTIVITIES ON STATE MAINTAINED ROADWAYS. THE PERMITTEE OR THEIR CONTRACTOR MAY ENTER THEIR REQUESTS DIRECTLY OR PROVIDE WRITTEN REQUESTS TO THE CENTRAL REGION TRAFFIC OPERATIONS CENTER (TOC), 804-796-4520, APRIL DABNEY, LANE CLOSURE COORDINATOR, OR MAILTO: APRIL.DABNEY®VDOT.VIRGINIA.GOV WITH 'LANE CLOSURE REQUEST" IN THE SUBJECT LINE. 6. PERMITTEE MUST NOTIFY VIRGINIA DEPARTMENT OF TRANSPORTATION TOC WHEN THERE IS A CRASH IN A WORK ZONE AT 804-796-4520. 7. PRIOR TO ANY CONSTRUCTION, THE CONTRACTOR SHALL CONSULT THE DEVELOPER'S ENGINEERING CONSULTANT AND VERIFY THE APPROVAL OF THE PLANS BY ALL APPLICABLE FEDERAL STATE AND LOCAL AGENCIES. 8. CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND UTILITIES SHOWN ON PLANS IN AREAS OF CONSTRUCTION PRIOR TO STARTING WORK. CONTACT THE DEVELOPER'S ENGINEERING CONSULTANT IMMEDIATELY IF LOCATION OR ELEVATION IS DIFFERENT FROM THAT SHOWN ON PLAN. IF THERE APPEARS TO BE A CONFLICT, OR UPON DISCOVERY OF ANY UTILITY NOT SHOWN ON THIS PLAN, CALL 'MISS UTILITY" AT 811. THE DEVELOPER SHALL BE RESPONSIBLE FOR THE RELOCATION OF ANY UTILITY WITHIN EXISTING AND PROPOSED RIGHT OF WAY REQUIRED BY THE DEVELOPMENT. 9. THE PERMITTEE OR THEIR AGENT MUST CONTACT THE VDOT CUSTOMER SERVICE CENTER AT 1-800-367-7623 A MINIMUM OF 48 HOURS PRIOR TO INITIATING ANY PLANNED EXCAVATION WITHIN 1,000 FEET OF A SIGNALIZED INTERSECTION AND/OR NEAR VDOT ITS INFRASTRUCTURE. EXCAVATION MAY PROCEED ONLY AFTER THE VDOT REGIONAL UTILITY LOCATION AGENT HAS NOTIFIED THE PERMITTEE THAT THE UTILITY MARKING HAS BEEN COMPLETED. ADDITIONAL INFORMATION CAN BE FOUND AT: 10. THE CONTRACTOR SHALL VERIFY THE ELEVATIONS OF ALL POINTS OF CONNECTION OR PROPOSED WORK TO EXISTING CURBS SANITARY LINES WATER LINES ETC., PRIOR TO CONSTRUCTION. 11. DESIGN CHANGES, SPECIFIED MATERIALS CHANGES AND FIELD CHANGES FROM THE APPROVED PLANS SHALL BE RE -SUBMITTED TO VDOT FOR APPROVAL PRIOR TO PROCEEDING WITH THE WORK. A LETTER OF EXPLANATION SHALL ACCOMPANY THE PROPOSED REVISION ALONG WITH DRAINAGE CALCULATIONS WHEN APPROPRIATE. 12. VDOT APPROVAL OF CONSTRUCTION PLANS DOES NOT PRECLUDE THE RIGHT TO REQUIRE ADDITIONAL FACILITIES AS DEEMED NECESSARY FOR ACCEPTANCE OF THE ROADS INTO THE VDOT SECONDARY ROAD SYSTEM BASED ON FIELD CONDITIONS OR UNAPPROVED PLAN CHANGES. 12. TYING TO EXISTING CURB/GUTTER: THE EXISTING PAVEMENT SHALL BE NEATLY SAW CUT AND REMOVED FOR A DISTANCE OF 2'0" FROM FACE OF THE CURB AND 2'0" FROM THE EDGE OF CURB AND GUTTER AND THE SUBGRADE, BASE COURSE, AND PAVING REPLACED WITH NEW PRODUCTS. 13. THESE PLANS ARE BASED ON INFORMATION PROVIDED TO KIMLEY-HORN & ASSOCIATES, INC. AT THE TIME OF PLAN PREPARATION. CONTRACTOR SHALL FIELD VERIFY EXISTING CONDITIONS PRIOR TO CONSTRUCTION AND NOTIFY KIMLEY-HORN & ASSOCIATES, INC. IF ACTUAL SITE CONDITIONS DIFFER FROM THOSE SHOWN ON THE PLAN, OR IF THE PROPOSED WORK WOULD BE INHIBITED BY ANY OTHER SITE FEATURES. 14. ANY DISCREPANCIES ON THE DRAWINGS SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE ARCHITECT AND ENGINEER BEFORE COMMENCING WORK. NO FIELD CHANGES OR DEVIATIONS FROM DESIGN ARE TO BE MADE WITHOUT PRIOR APPROVAL OF THE OWNER AND NOTIFICATION TO THE ENGINEER. NO CONSIDERATION WILL BE GIVEN TO CHANGE ORDERS FOR WHICH THE OWNER AND ENGINEER WERE NOT CONTACTED PRIOR TO CONSTRUCTION OF THE AFFECTED ITEM. 15. ALL DIMENSIONS SHOWN ON THE PLANS SHALL BE FIELD VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. CONTRACTOR SHALL NOTIFY ENGINEER AND OWNER IN WRITING IF ANY DISCREPANCIES EXIST PRIOR TO PROCEEDING WITH CONSTRUCTION. NO EXTRA COMPENSATION SHALL BE PAID TO THE CONTRACTOR FOR WORK HAVING TO BE REDONE DUE TO DIMENSIONS OR GRADES SHOWN INCORRECTLY ON THESE PLANS IF SUCH NOTIFICATION HAS NOT BEEN GIVEN. 16. CONTRACTOR SHALL REFER TO THE ARCHITECTURAL/BUILDING PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF ENTRY/EXIT POINTS, ELEVATIONS, PRECISE BUILDING DIMENSIONS, EXACT BUILDING UTILITY LOCATIONS. 17. IF THE CONTRACTOR DEVIATES FROM THE PLANS AND SPECIFICATIONS, INCLUDING THE NOTES CONTAINED THEREON, WITHOUT FIRST OBTAINING WRITTEN AUTHORIZATION FOR SUCH DEVIATIONS FROM THE OWNER AND ENGINEER, IT SHALL BE RESPONSIBLE FOR THE PAYMENT OF ALL COSTS TO CORRECT ANY WORK DONE, ALL FINES OR PENALTIES ASSESSED WITH RESPECT THERETO AND ALL COMPENSATORY OR PUNITIVE DAMAGES RESULTING THEREFROM. THE CONTRACTOR SHALL INDEMNIFY AND HOLD THE OWNER AND ENGINEER HARMLESS FROM ALL SUCH COSTS TO CORRECT ANY SUCH WORK AND FROM ALL SUCH FINES AND PENALTIES, COMPENSATION AND PUNITIVE DAMAGES AND COSTS OF ANY NATURE RESULTING THEREFROM. 18. BRACING OF UTILITY POLES MAY BE REQUIRED BY UTILITY COMPANIES WHEN TRENCHING OR EXCAVATION IS IN CLOSE PROXIMITY TO THE POLES. THE COST OF BRACING POLES WILL BE BORNE BY THE CONTRACTOR. THERE IS NO SEPARATE PAY ITEM FOR THIS WORK. THE COST IS INCIDENTAL TO THE VARIOUS PAY ITEMS FOR INSTALLATION OF PIPE. 19. ALL EXISTING TRAFFIC AND STREET SIGNS DISTURBED SHALL BE REINSTALLED WHERE APPLICABLE BY THE CONTRACTOR. 20. UNLESS THE PLANS SPECIFICALLY DICTATE TO THE CONTRARY, ON -SITE AND OTHER DIRECTIONAL SIGNS SHALL BE LOCATED OUT OF THE PEDESTRIAN AND AUTOMOBILE ROUTES AND SHALL BE LOCATED BETWEEN THREE TO FIVE FEET BEHIND THE NEAREST BACK OF CURB. SIGN HEIGHT, LOCATION, AND STRUCTURE SHALL BE SUCH THAT THE SIGNS POSE NO THREAT TO PUBLIC SAFETY. DEMOLITION / LAND DISTURBANCE NOTES 1. PRIOR TO STARTING ANY DEMOLITION CONTRACTOR IS RESPONSIBLE FOR/TO: A. ENSURING THAT COPIES OF ALL APPLICABLE PERMITS AND APPROVALS ARE MAINTAINED ON SITE AND AVAILABLE FOR REVIEW. B. INSTALLING THE REQUIRED SOIL EROSION AND SEDIMENT CONTROL AND/OR TREE PROTECTION MEASURES PRIOR TO SITE DISTURBANCE. C. LOCATING VERTICALLY AND HORIZONTALLY ALL UTILITIES AND SERVICES INCLUDING BUT NOT LIMITED TO GAS, WATER, ELECTRIC, SANITARY AND STORM SEWER, TELEPHONE, CABLE, FIBER OPTIC CABLE, ETC. WITHIN THE LIMITS OF DISTURBANCE. THE CONTRACTOR SHALL USE AND COMPLY WITH THE REQUIREMENTS OF THE APPLICABLE UTILITY NOTIFICATION SYSTEM TO LOCATE ALL THE UNDERGROUND UTILITIES. D. FAMILIARIZING THEMSELVES WITH THE APPLICABLE UTILITY SERVICE PROVIDER AND IS RESPONSIBLE FOR ALL COORDINATION REGARDING UTILITY DEMOLITION REQUIRED FOR THE PROJECT. THE CONTRACTOR SHALL PROVIDE THE OWNER WRITTEN NOTIFICATION THAT THE EXISTING UTILITIES AND SERVICES HAVE BEEN TERMINATED AND ABANDONED IN ACCORDANCE WITH JURISDICTION AND UTILITY COMPANY REQUIREMENTS. E. COORDINATION WITH UTILITY COMPANIES & ADJACENT LANDOWNERS/BUSINESSES REGARDING WORKING "OFF-PEAK" HOURS OR ON WEEKENDS AS MAY BE REOUIRED TO MINIMIZE THE IMPACT ON THE AFFECTED PARTIES. 2. NEITHER KIMLEY-HORN & ASSOCIATES, INC. NOR THE OWNER IS RESPONSIBLE FOR JOB SITE SAFETY OR SUPERVISION. CONTRACTOR IS TO PROCEED WITH THE DEMOLITION IN A SYSTEMATIC AND SAFE MANNER, FOLLLOWING ALL OSHA REQUIREMENTS, TO ENSURE PUBLIC AND CONTRACTOR SAFETY. 13. VDOT APPROVAL OF THESE PLANS WILL EXPIRE FIVE (5) YEARS FROM THE DATE OF APPROVAL FOR SITE PLANS AND SUBDIVISION PLANS IF CONSTRUCTION HAS NOT STARTED. 14. PRELIMINARY DESIGN OF THE PAVEMENT STRUCTURE FOR ALL SUBDIVISION STREETS SHALL BE IN ACCORDANCE WITH THE CURRENT EDITION OF THE PAVEMENT DESIGN GUIDE FOR SUBDIVISION AND SECONDARY ROADS IN VIRGINIA. THE COMPLETED DESIGN WORKSHEET APPENDIX IV SHALL BE INCLUDED WITH THE INITIAL PLAN SUBMITTAL FOR EACH PROPOSED PAVEMENT SECTION UTILIZING THE PREDICTED SOIL SUPPORT VALUE SHOWN IN APPENDIX I OF THE PAVEMENT DESIGN GUIDE OR AS REPORTED IN A GEOTECHNICAL ANALYSIS OF THE ON -SITE SOILS. 15. A COPY OF THE COMPLETE CBR REPORT SHALL BE SUBMITTED TO VDOT IN CONJUNCTION WITH FINAL PAVEMENT DESIGNS. ALL PAVEMENT DESIGN RECOMMENDATIONS SHALL BE PERFORMED IN ACCORDANCE WITH THE CURRENT EDITION OF PAVEMENT DESIGN GUIDE FOR SUBDIVISION AND SECONDARY ROADS IN VIRGINIA. 16. ALL VEGETATION AND ORGANIC MATERIAL SHALL BE REMOVED FROM THE RIGHT OF WAY LIMITS PRIOR TO CONDITIONING OF THE SUBGRADE. 17. UPON DISCOVERY OF SOILS THAT ARE UNSUITABLE FOR FOUNDATIONS, SUBGRADES, OR OTHER ROADWAY CONSTRUCTION PURPOSES, THE DEVELOPER OR HIS DESIGNEE, WHICH MAY BE THE CONTRACTOR, SHALL IMMEDIATELY ENGAGE A GEOTECHNICAL ENGINEER AND NOTIFY VDOT. THESE AREAS SHALL BE EXCAVATED BELOW PLAN GRADE AS DIRECTED BY THE GEOTECHNICAL ENGINEER, BACKFILLED WITH SUITABLE MATERIAL AND COMPACTED IN ACCORDANCE WITH CURRENT VDOT SPECIFICATIONS. 18. THE NECESSITY AND LOCATIONS FOR ADDITIONAL VDOT STANDARD UNDERDRAINS SHALL BE DETERMINED AT TIME OF SUBGRADE INSPECTION. VIDEO INSPECTION OF ACCESSIBLE OUTLET LOCATIONS, MAINLINE LONGITUDINAL CONNECTIONS, AND LONGITUDINAL PIPE FOR ALL PAVEMENT UNDERDRAINS, CROSS DRAINS, EDGEDRAINS AND PREFABRICATED GEOCOMPOSITE PANEL DRAINS SHALL BE CONDUCTED IN ACCORDANCE WITH SECTION 501 OF THE ROAD AND BRIDGE SPECIFICATIONS AND VIRGINIA TEST METHOD 108 - POST INSTALLATION INSPECTION OF UNDERDRAINS, CROSSDRAINS, AND EDGEDRAINS. 19. VDOT SHALL HAVE PERFORMED THE REQUIRED FIELD INSPECTION (PROOF ROLL) PRIOR TO PLACEMENT OF THE AGGREGATE BASE COURSE(S). CONTACT VDOT FOR SUBGRADE INSPECTION 48 HOURS PRIOR TO SCHEDULING PLACEMENT OF AGGREGATE BASE COURSE(S). 20. THE SCHEDULING OF AGGREGATE BASE INSTALLATION AND SUBSEQUENT PAVING ACTIVITIES SHALL ACCOMMODATE FORECASTED WEATHER CONDITIONS PER SECTION 315 OF THE ROAD AND BRIDGE SPECIFICATIONS. 21. VDOT SHALL HAVE APPROVED THE AGGREGATE BASE COURSE(S) FOR DEPTH, TEMPLATE AND PERFORMED THE REQUIRED FIELD INSPECTION PROOF ROLL PRIOR TO PLACEMENT OF ANY ASPHALT CONCRETE SURFACE COURSE(S). CONTACT VDOT FOR INSPECTION OF THE AGGREGATE BASE COURSE(S) 48 HOURS PRIOR TO APPLICATION OF THE SURFACE COURSE(S). 22. A LICENSED GEOTECHNICAL ENGINEER OR HIS DESIGNEE SHALL ASCERTAIN CAUSE AND CERTIFY RECOMMENDED METHOD OF REPAIR FOR ALL PAVEMENT STRUCTURAL FAILURES PRIOR TO STATE ACCEPTANCE. 23. VDOT SHALL BE PROVIDED DOCUMENTATION BY A LICENSED GEOTECHNICAL ENGINEER, CERTIFYING THAT ALL IN -PLACE PAVEMENTS MEET OR EXCEED THE APPROVED PAVEMENT DESIGN THICKNESS PRIOR TO STATE ACCEPTANCE OF THE STREET. CORES ARE TO BE OBTAINED VERIFYING PAVEMENT THICKNESS UNLESS OTHERWISE DIRECTED BY VDOT. THE PERMIT'S INSPECTOR SHALL BE CONTACTED 24 HOURS PRIOR TO THE CORE SAMPLES BEING TAKEN. 24. ALL STORM SEWER DESIGN AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH LATEST VDOT DRAINAGE MANUAL, ROAD AND BRIDGE STANDARDS, AND IIMS. 25. ALL PRE -CAST UNITS SHALL BE VDOT APPROVED. CERTIFICATION AND VDOT STAMP IS REQUIRED ON ALL UNITS. 26. ALL CONCRETE SHALL BE CLASS A3-AE (AIR ENTRAINED 3,000 PSI) UNLESS OTHERWISE SPECIFIED. 27. ALL ROADSIDE DITCHES SHOWN AS PAVED ON PLANS ARE TO BE PAVED IN ACCORDANCE WITH THE STANDARD TYPICAL SECTION AS SHOWN ON THE PLANS. ANY ADDITIONAL PAVING OF THE DITCHES, 3. THE CONTRACTOR SHALL PROVIDE ALL THE "MEANS AND METHODS" NECESSARY TO PREVENT MOVEMENT, SETTLEMENT, OR COLLAPSE OF EXISTING STRUCTURES, AND ANY OTHER IMPROVEMENTS THAT ARE REMAINING ON OR OFF SITE. THE DEMOLITION CONTRACTOR IS RESPONSIBLE FOR ALL REPAIRS OF DAMAGE TO ALL ITEMS THAT ARE TO REMAIN AS A RESULT OF HIS ACTIVITIES. 4. IN THE ABSENCE OF SPECIFICATIONS, THE CONTRACTOR SHALL PERFORM EARTH MOVEMENT ACTIVITIES, DEMOLITION AND REMOVAL OF ALL FOUNDATION WALLS, FOOTINGS, AND OTHER MATERIALS WITHIN THE LIMITS OF DISTURBANCE WITH DIRECTION BY OWNER'S STRUCTURAL OR GEOTECHNICAL ENGINEER. 5. CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL AND GENERALLY ACCEPTED SAFE PRACTICES IN CONFORMANCE WITH: THE "MANUAL ON UNIFORM TRAFFIC CONTROL," AS WELL AS FEDERAL, STATE, AND LOCAL REGULATIONS WHEN DEMOLITION RELATED ACTIVITIES IMPACT ROADWAYS OR ROADWAY RIGHTS - OF - WAY. 6. CONDUCT DEMOLITION ACTIVITIES IN SUCH A MANNER TO ENSURE MINIMUM INTERFERENCE WITH ROADS, STREETS, SIDEWALKS, WALKWAYS, AND OTHER ADJACENT FACILITIES. STREET CLOSURE PERMITS MUST BE RECEIVED FROM THE APPROPRIATE GOVERNMENTAL AUTHORITY. 7. USE DUST CONTROL MEASURES TO LIMIT AIRBORNE DUST AND DIRT RISING AND SCATTERING IN THE AIR IN ACCORDANCE WITH FEDERAL, STATE, AND/OR LOCAL STANDARDS. AFTER THE DEMOLITION IS COMPLETE, ADJACENT STRUCTURES AND IMPROVEMENTS SHALL BE CLEANED OF ALL DUST AND DEBRIS CAUSED BY THE DEMOLITION OPERATIONS. THE CONTRACTOR IS RESPONSIBLE FOR RETURNING ALL ADJACENT AREAS TO THEIR "PRE -DEMOLITION" CONDITION. 8. CONTRACTOR IS RESPONSIBLE TO SAFEGUARD SITE AS NECESSARY TO PERFORM THE DEMOLITION IN SUCH A MANNER AS TO PREVENT THE ENTRY OF UNAUTHORIZED PERSONS AT ANY TIME. 9. THIS DEMOLITION PLAN IS INTENDED TO IDENTIFY THOSE EXISTING ITEMS/CONDITIONS WHICH ARE TO BE REMOVED. IT IS NOT INTENDED TO PROVIDE DIRECTION OTHER THAN THAT ALL METHODS AND MEANS ARE TO BE IN ACCORDANCE WITH STATE, FEDERAL, LOCAL, AND JURISDICTIONAL REQUIREMENTS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL OSHA AND OTHER SAFETY PRECAUTIONS NECESSARY TO PROVIDE A SAFE WORK SITE. 10. DEBRIS SHALL NOT BE BURIED ON THE SUBJECT SITE. ALL DEMOLITION WASTES AND DEBRIS (SOLID WASTE) SHALL BE DISPOSED OF IN ACCORDANCE WITH ALL LOCAL, STATE, AND FEDERAL LAWS AND APPLICABLE CODES. DRAINAGE / STORMWATER NOTES 1. ALL STORM SEWER PIPES, MANHOLES, AND CURB INLETS SHALL BE CLEANED OF DEBRIS AND ERODED MATERIALS AT THE LAST STAGES OF CONSTRUCTION. 2. STORM DRAIN PIPE AND FLARED END SECTIONS ARE TO BE FURNISHED AND INSTALLED IN ACCORDANCE WITH SECTION 302 OF VDOT ROAD AND BRIDGE SPECIFICATIONS AND SHALL CONFORM TO THE REQUIREMENTS OF ASTM DESIGNATION C-76 FOR REINFORCED CONCRETE CULVERT AND STORM DRAIN PIPE. ALL PIPE FOR STORM DRAINS SHALL BE REINFORCED CONCRETE CLASS III UNLESS INDICATED OTHERWISE ON THE PLANS. THE CONTRACTOR SHALL USE A PREFORMED FLEXIBLE PLASTIC SEALING COMPOUND OF BUTYL MASTIC ROPE SEALER - 1" SIZE, "EZ STICK" AS MANUFACTURED BY CONCRETE PRODUCTS SUPPLY OR AN APPROVED EQUAL FOR SEALING WATER -TIGHT JOINTS. VERTICAL CLEARANCE OF 12" BETWEEN STORM AND OTHER UTILITIES IS REQUIRED UNLESS OTHERWISE NOTED. 3. ALL EXISTING STORM SEWER PIPES, DROP INLETS, AND CURB INLETS BEING UTILIZED BY A PART OF THE DRAINAGE SYSTEM SHALL BE CLEANED OF ERODED MATERIAL AT ALL STAGES OF CONSTRUCTION, AS DIRECTED BY THE ENGINEER. THE COST INCIDENTAL TO THIS IS TO BE INCLUDED IN THE CONTRACT PRICE FOR THE OTHER DRAINAGE ITEMS. 4. STORM SEWER PIPES AS SHOWN ON THE PLANS ARE MEASURED FROM THE CENTERLINE OF EACH STRUCTURE AND INVERT ELEVATIONS ARE ESTABLISHED BASED ON THIS CENTER LINE DISTANCE. LENGTH CALL OUTS FOR PIPES WITH FLARED END SECTIONS WILL BE MEASURED TO THE JOINT. CONTRACTOR SHALL LOCATE ALL END SECTIONS TO MATCH THE BANK SLOPE AND THE PIPE SLOPE SHALL BE ADJUSTED AS NECESSARY. 5. BOOT CONNECTIONS SHALL BE PROVIDED FOR ALL PLASTIC PIPES THAT TIE INTO A CONCRETE STRUCTURE. 6. GENERAL CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES HAVING UNDERGROUND UTILITIES ON SITE OR IN RIGHT-OF-WAY PRIOR TO EXCAVATION. CONTRACTOR SHALL CONTACT UTILITY LOCATING COMPANY AND LOCATE ALL UTILITIES PRIOR TO GRADING START. SEE EXISTING CONDITIONS SHEET FOR UTILITY CONTACT INFORMATION. 7. SITE GRADING SHALL NOT PROCEED UNTIL EROSION CONTROL MEASURES HAVE BEEN INSTALLED AND APPROVED BY APPLICABLE AUTHORITY. 8. ALL ELEVATIONS ARE IN REFERENCE TO THE BENCHMARK, AND THIS MUST BE VERIFIED AND LOCATED BY THE GENERAL CONTRACTOR PRIOR TO GROUND BREAKING. 9. CONTRACTOR SHALL ENSURE POSITIVE DRAINAGE SO THAT RUNOFF WILL DRAIN BY GRAVITY FLOW ACROSS NEW PAVEMENT AREAS TO NEW OR EXISTING DRAINAGE INLETS OR SHEET FLOW OVERLAND. 10. THE CONTRACTOR SHALL ADHERE TO ALL TERMS & CONDITIONS AS OUTLINED IN THE GENERAL V.S.M.P. PERMIT FOR STORMWATER DISCHARGE ASSOCIATED WITH CONSTRUCTION ACTIVITIES. 11. ALL DRAINAGE STRUCTURES AND STORM SEWER PIPES SHALL MEET HEAVY DUTY TRAFFIC (H20) LOADING AND BE INSTALLED ACCORDINGLY. OTHER THAN THOSE SHOWN ON THE ROAD PLANS WILL BE DETERMINED PRIOR TO ACCEPTANCE OF THE ROADS INTO THE VDOT SECONDARY ROAD SYSTEM. 28. ROAD & BRIDGE SPECIFICATIONS SECTION 302, DRAINAGE STRUCTURES ADDRESSES POST INSTALLATION VISUAL/VIDEO CAMERA INSPECTION OF STORM SEWER PIPES AND PIPE CULVERTS. INSPECTION FREQUENCY SHALL BE IN ACCORDANCE WITH THE SPECIFICATIONS AND/OR AS NECESSITATED BY THE ENGINEER. VIDEO INSPECTION SHALL BE CONDUCTED IN ACCORDANCE WITH VIRGINIA TEST METHOD (VTM) 123, POST INSTALLATION INSPECTION OF BURIED STORM SEWER PIPE AND PIPE CULVERTS. 29. A CONSTRUCTION ENTRANCE SHALL BE INSTALLED ON EACH INDIVIDUAL LOT PRIOR TO ANY LOT GRADING OR HOME CONSTRUCTION ACTIVITIES AND SHALL BE ADEQUATELY MAINTAINED UNTIL ALL CONSTRUCTION TRAFFIC AREAS WITHIN THE LOT HAVE BEEN STABILIZED. 30. ALL ENTRANCES SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH CURRENT VDOT STANDARDS. RESIDENTIAL LOT ACCESS SHALL BE PROVIDED PER THE FOLLOWING CRITERIA: • ALL DRIVEWAY ENTRANCES AND ENTRANCE CULVERTS SHALL CONFORM TO PE-1 PRIVATE ENTRANCE STANDARDS UNLESS OTHERWISE APPROVED BY VDOT. NO ENTRANCE CULVERTS ARE TO BE INSTALLED WITHIN FIVE (5) FEET OF A PROPERTY CORNER. • VDOT STANDARD CG-9D ENTRANCES SHALL BE USED WHEN AN ENTRANCE IS REQUIRED IN CURB AND GUTTER NEIGHBORHOODS UNLESS OTHERWISE APPROVED BY VDOT. 31. DRY GUTTER IS NOT ALLOWED IN VDOT RIGHT OF WAY EXCEPT AS SHOWN ON VDOT'S ENTRANCE STANDARD DETAILS. 32. THE DEVELOPER SHALL FURNISH AND INSTALL STOP SIGNS AND STOP BARS AT STREET INTERSECTIONS AND ALL REGULATORY SIGNAGE PER THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES. ALL SIGNS MUST BE INSTALLED ON VDOT STANDARD STP-1 SIGN POSTS. 33. INSTALLATION, MAINTENANCE AND OPERATION OF STREET LIGHTING SHALL BE PROVIDED BY AND AT THE SOLE EXPENSE OF OTHERS. VDOT WILL ALLOW LIGHTING WITHIN THE RIGHT OF WAY BY LUP ONLY. LIGHTING ON CURB SECTIONS SHALL BE PLACED BEHIND THE CURB AND PREFERABLY BEHIND THE SIDEWALK. FOR SHOULDER SECTIONS, THE POLE SHALL BE PLACED A MINIMUM OF 10' FROM EDGE OF PAVEMENT AND BEHIND THE DITCH LINE. ALL LIGHTING PROPOSED WITHIN THE RIGHT OF WAY MUST BE DESIGNED IN ACCORDANCE WITH THE AASHTO GUIDE FOR ROADWAY LIGHTING AND SHALL MEET THE CURRENT ILLUMINATING ENGINEERING SOCIETY OF NORTH AMERICA (IESNA) STANDARDS. 34. TRAFFIC SIGNALS REQUIRE AN INDIVIDUAL LAND USE PERMIT. THE APPLICANT SHALL BE RESPONSIBLE FOR THE DESIGN COSTS OF ANY TRAFFIC SIGNAL INSTALLATION OR MODIFICATION OF EXISTING SIGNALS. DESIGN PLANS MUST BE PREPARED AND SUBMITTED TO VDOT BY A LICENSED PROFESSIONAL ENGINEER FOR REVIEW AND APPROVAL. THIS INCLUDES THE FOUNDATION DESIGN AND ANY EQUIPMENT ASSOCIATED WITH THE COMPLETED TRAFFIC SIGNAL. ALL EQUIPMENT MUST BE APPROVED BY VDOT. SHOP DRAWINGS MUST BE SUBMITTED FOR REVIEW AND APPROVAL PRIOR TO FABRICATING ANY SIGNAL STRUCTURAL COMPONENTS. 35. SOIL STABILIZATION IS REQUIRED WITHIN 7 DAYS FOR ALL AREAS WHERE CLEARING GRADING EXCAVATION OR OTHER LAND DISTURBING ACTIVITIES HAVE PERMANENTLY CEASED OR WHERE LAND DISTURBANCE ACTIVITIES HAVE BEEN TEMPORARILY SUSPENDED FOR AN ANTICIPATED DURATION OF GREATER THAN 7 DAYS, OR UPON COMPLETION OF GRADING OPERATIONS FOR A SPECIFIED AREA. SOIL STABILIZATION SHALL BEGIN AS SOON AS PRACTICABLE, BUT NOT LATER THAN THE SEVEN DAYS FOLLOWING THE DAY WHEN LAND DISTURBING ACTIVITIES TEMPORARILY OR PERMANENTLY CEASED. 36. NO STRUCTURE SHALL BE CONSTRUCTED ON STATE MAINTAINED RIGHTS OF WAY, OR ON RIGHT OF WAYS INTENDED TO BE MAINTAINED BY VDOT UNLESS SAID STRUCTURES ARE SHOWN ON CONSTRUCTION PLANS APPROVED BY VDOT OR SUCH STRUCTURES ARE COVERED BY A VDOT LAND USE PERMIT (OR BY A LETTER OF INTENT FROM THE RESIDENT ADMINISTRATOR/RESIDENT ENGINEER TO ISSUE SAID PERMIT AT THE TIME OF STATE ACCEPTANCE). m U m N W rn F- Q 12. IF ANY EXISTING STRUCTURES TO REMAIN ARE DAMAGED DURING CONSTRUCTION IT SHALL BE �, o 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 a SHALL EST AND OBSERVE PAVEMENT AREAS FOR EVIDENCE OF PONDING. ALL AREAS SHALL � ADEQUATELY DRAIN TOWARDS THE INTENDED STRUCTURE TO CONVEY STORM RUNOFF. 12 CONTRACTOR SHALL IMMEDIATELY NOTIFY OWNER AND ENGINEER IF ANY DISCREPANCIES ARE m DISCOVERED. D w UTILITY NOTES z m z o_ 1. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF Q co EXISTING UTILITIES OR UTILITIES BY OTHERS AS SHOWN ON THESE PLANS IS BASED ON m w RECORDS OF THE VARIOUS UTILITY COMPANIES, AND WHERE POSSIBLE, MEASUREMENTS TAKEN o c-, 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 m BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE o RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT v> WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. > w m 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 6 OWNER WRITTEN NOTIFICATION THAT THE EXISTING UTILITIES AND SERVICES HAVE BEEN TERMINATED AND ABANDONED IN ACCORDANCE WITH JURISDICTION AND UTILITY COMPANY REQUIREMENTS. 0 3. CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF SITE PLAN DOCUMENTS AND N ARCHITECTURAL DESIGN FOR EXACT BUILDING UTILITY CONNECTION LOCATIONS DOOR ACCESS N AND EXTERIOR GRADING. THE UTILITY SERVICE SIZES ARE TO BE DETERMINED BY THE U< ARCHITECT. THE CONTRACTOR SHALL COORDINATE INSTALLATION OF UTILITIES/SERVICES WITH Z> THE INDIVIDUAL COMPANIES, TO AVOID CONFLICTS AND ENSURE PROPER DEPTHS ARE O vio ACHIEVED. THE JURISDICTION UTILITY REQUIREMENTS SHALL ALSO BE MET, AS WELL AS �Z COORDINATING THE UTILITY TIE-INS/CONNECTIONS PRIOR TO CONNECTING TO THE EXISTING a� UTILITY/SERVICE. WHERE CONFLICTS EXIST WITH THESE SITE PLANS, ENGINEER IS TO BE o0 CCCC o NOTIFIED PRIOR TO CONSTRUCTION TO RESOLVE. U)E 00 U 4. THE CONTRACTOR SHALL PERFORM WHATEVER TEST EXCAVATION OR OTHER INVESTIGATION IS _oo � o NECESSARY TO VERIFY TIE-IN INVERTS, LOCATIONS AND CLEARANCES, AND SHALL REPORT .` z`4 co = Q IMMEDIATELY ANY DISCREPANCIES TO KIMLEY- HORN AND ASSOCIATES, INC. AT (804) z~ o w 673-3882. oN m � 5. THE CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OF ALL UTILITIES TO REMAIN IN I z 3 PLACE. w � �3 a 6. MAINTAIN A MINIMUM OF 18" OF VERTICAL CLEARANCE BETWEEN STORM, SANITARY, AND ALL Y J UTILITIES (UNLESS OTHERWISE NOTED). 03 N J 0 7. CROSS CONNECTION CONTROL AND BACK FLOW PREVENTION SHALL BE IN ACCORDANCE WITH � THE UNIFORM STATEWIDE BUILDING CODE. 3: 0 8. CONTRACTOR SHALL COORDINATEWITH THE FIRE MARSHAL BEFORE INSTALLING FIRE LANE o- 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 NTH 01A INSTALL UNDERGROUND ELECTRIC, TELEPHONE, SANITARY SEWER, WATER, AND COMMUNICATION CONDUITS.} of 11. UNDERGROUND UTILITIES INSTALLED ON PRIVATE PROPERTY OR IN PRIVATE UTILITY EASEMENTS C AND BUILDING RELATED STORM DRAINS SHALL BE DESIGNED AND INSTALLED PER THE CURRENT U RYAN . PERKINS y EDITION OF THE VIRGINIA UNIFORM STATEWIDE BUILDING CODE. LiC. qNo. 046565 vo II/I9/2ml 12. PROPOSED CROSSINGS WITH EXISTING UNDERGROUND UTILITIES SHALL BE FIELD VERIFIED BY TEST PIT PRIOR TO COMMENCEMENT OF CONSTRUCTION. �y L 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 z m ALL APPLICABLE STANDARDS. I- 3 m m U O N O U V m 14. ALL WATER, SEWER AND FIRE LINES REQUIRE NEW INSPECTION AND TESTING PROCEDURES. THE w O o = ACSA PERFORMS ANY TESTING AND INSPECTIONS OF THE PUBLIC SEWER AND WATER MAIN(S). 0 00 I_ � cn > r THE ALBEMARLE COUNTY BUILDING INSPECTIONS DEPARTMENT (ACBID) DOES A VISUAL a r'i o Q o >_ ° INSPECTION AND WITNESSES THE TESTING OF THE BUILDING DRAIN, WATER SERVICE PIPE AND a r) � z z o THE SPRINKLER LEAD-IN CONNECTION. THE DEVELOPER/CONTRACTOR IS RESPONSIBLE TO _ c 3 Y U U RETAIN A SPECIAL INSPECTOR AS OUTLINED IN THE UPDATED ALBEMARLE COUNTY POLICY FOR Y u w � _ SITE UTILITIES TO PERFORM THE VISUAL INSPECTION AND TESTING OF ALL UTILITIES NOT o I o I U 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. uJ TRAFFIC CONTROL NOES w 1. WHENEVER CONSTRUCTION OPERATIONS ENCROACH ON THE RIGHT -OF WAY OF ADJACENT ROADWAYS, TRAFFIC CONTROL SHALL BE PROVIDED IN ACCORDANCE WITH LOCAL AND STATE O STANDARDS. 2. NO MATERIALS OR EQUIPMENT SHALL BE STORED OR STOCKPILED WITHIN THE RIGHT-OF-WAY z OF ADJACENT ROADWAYS. 3. THE CONTRACTOR WILL BE SOLELY RESPONSIBLE FOR COMPLETING AND IMPLEMENTING TRAFFIC J CONTROL PLAN. <N 0. BUILDING INSPECTION NOTES: W 1. ACCESSIBLE PARKING SPACES, ACCESS ISLES, AND ACCESSIBLE ROUTE SHALL BE INSTALLED Z 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 W PRIVATE PROPERTY MUST HAVE A VISUAL INSPECTION PERFORMED BY THE BUILDING DEPARTMENT. (D 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)) Z Q I11 IN-..LI T 0. N m W ~ Z w W z D 000 LCI r' 0. J 0_ Q w m J Q SHEET NUMBER CA- 101 U m U m o N O \ W m Q a \ o a C O C O J a T H W Y m O D T W v1 m z � o a Cr) O L IY w 3 0 � w V) z L 0 N U) w ° 0 0 o N z Q 0 L O T N w U L z> Y T O (- o �z 0 o Q� U= N 3 ° OU Cc O ° o Cn Y c U N ° a z F ° o r of O ° Z N co Z o ZaN 0 = J } Q 0 Z- O W C7 1 J Z ° o u) w O _� W Y woo 0 �Z Q i YJ U 3 N3 m oO N 0 NJ L ■ 3: results U 5 y 3 C O °Y o 0 E a ° U s H O+y, A �uF d N u o V RYAN PERKINS y a IC. No. 046565 E �o II/19/I 0 jONAL 0 0 o z m � a -o U O N 0 U V) Of ° - w O O In wCN a Ir � Q 0 m m a '0 a Q 0\ z o w N = U 3 V 3 Y Q U) Q W U O O U _> UI 3 U ° rc 7 '^ Y N L \/J E� w C O N m O N O of n U n /J O ° U w oN J N � y J a Q ot � T L Eo wU >� CC °° G Z� Z w w w o v u J J a m ° w Z o w �0 z 0 U C W ° J U m ° a Q C W 'd m „ JL Z wN r O C\I IL.IL /T N � m N o °' ZJ � C`' w °o Yy w� w� rn ° Z O o U � U L Y Cn 'Nr I� �J t 3 LJ `o ° Q U o W E ° m 0 J o Q m C N m SHEET NUMBER I CA-102 Albemarle County Engineering Albe marle County Engineering Final Plan General Notes Final Plan General Notes Page 1 of 4 Page 2 of 4 ALBEMARLE COUNTY of pavement to the face of guardrail, and roadway shoulder widths shall be increased to FINAL PLAN GENERAL NOTES seven (7) feet. 5. Where urban cross sections are installed, all residential driveway entrances shall conform General Construction Notes to VDOT CG-9(A, B or Q. 6. Where rural cross sections are installed, all residential driveway entrances shall conform to 1. Prior to any construction within any existing public right -of --way, including connection to VDOT standard PE-1. any existing road, a permit shall be obtained from the Virginia Department of 7. Compliance with the minimum pavement width, shoulder width and ditch sections, as Transportation (VDOT). This plan as drawn may not accurately reflect the requirements of shown on the typical pavement section detail, shall be strictly adhered to. the permit. Where any discrepancies occur the requirements of the permit shall govern. 8. Road plan approval for subdivisions is subject to final subdivision plat validation. Should 2. All materials and construction methods shall conform to current specifications and the final plat for this project expire prior to signing and recordation, then approval of these standards of VDOT unless otherwise noted. plans shall be null and void. 3. Erosion and siltation control measures shall be provided in accordance with the approved 9. All signs or other regulatory devices shall conform with the Virginia Manual for Uniform erosion control plan and shall be installed prior to any clearing, grading or other Traffic Control Devices and the Albemarle County Road Naming and Property Numbering construction. Ordinance and Manual. 4. All slopes and disturbed areas are to be fertilized, seeded and mulched. 10. Traffic control or other regulatory signs or barricades shall be installed by the developer 5. The maximum allowable slope is 2:1 (horizontal:vertical). Where reasonably obtainable, when, in the opinion of the County Engineer, or designee, they are deemed necessary in lesser slopes of 3:1 or better are to be achieved. order to provide safe and convenient access. 6. Paved, rip -rap or stabilization mat lined ditch maybe required when in the opinion of the 11. The speed limits to be posted on speed limit signs are 5 mph below the design speed, or as County Engineer, or designee, it is deemed necessary in order to stabilize a drainage determined by VDOT for public roads. channel. 12. VDOT standard CD-1 or CD-2 cross -drains under to be installed under the subbase 7. All traffic control signs shall conform with the Virginia Manual for Uniform Traffic material at all cut and fill transitions and grade sag points as shown on the road profiles. Control Devices. 13. A video camera inspection is required for all storm sewers and culverts that are deemed 8. Unless otherwise noted all concrete pipe shall be reinforced concrete pipe -Class III. inaccessible to VDOT or County inspections. The video inspection shall be conducted in 9. All excavation for underground pipe installation must comply with OSHA Standards for accordance with VDOT's video camera inspection procedure and with a VDOT or County the Construction Industry (29 CFR Part 1926). inspector present. General Construction Notes for Streets (This list is in addition to the General Construction General construction notes for Erosion and Sediment Control plans Notes) 1. The plan approving authority must be notified one week prior to the pre -construction 1. Construction inspection of all proposed roads within the development will be made by the conference, one week prior to the commencement of land disturbing activity, and one week County. The contractor must notify the Department of Community Development (296- prior to the final inspection. 5832) 48 hours in advance of the start of construction. 2. All erosion and sediment control measures will be constructed and maintained according to 2. Upon completion of fine grading and preparation of the roadbed subgrade, the contractor minimum standards and specifications of the Virginia Erosion and Sediment Control shall have CBR tests performed on the subgrade soil. Three (3) copies of the test results Handbook and Virginia Regulations VR 625-02-00 Erosion and Sediment Control shall be submitted to the County. If a subgrade soil CBR of 10 or greater is not obtainable, Regulations. a revised pavement design shall be made by the design engineer and submitted with the test 3. All erosion and sediment control measures are to be placed prior to or as the first step in results for approval. clearing. 3. Surface drainage and pipe discharge must be retained within the public right -of --way or 4. A copy of the approved erosion and sediment control plan shall be maintained on the site at within easements prior to acceptance by the County. All drainage outfall easements are to all times. be extended to a boundary line or a natural watercourse. 5. Prior to commencing land disturbing activities in areas other than indicated on these plans 4. Guardrail locations are approximate. Exact length, location and appropriate end treatments (including, but not limited to, off -site borrow or waste areas), the contractor shall submit a will be field verified at the time of construction. Additional guardrail maybe required at supplementary erosion control plan to the owner for review and approval by the plan locations not shown when, in the opinion of the County Engineer, or designee, it is deemed approving authority. necessary. When guardrail is required, it shall be installed four (4) feet offset from the edge (16 Jw 200� (16 Jun 2005) Albemarle County Engineering Albemarle County Engineering Final Plan General Notes Final Plan General Notes Page 3 of 4 Page 4 of 4 6. The contractor is responsible for installation of any additional erosion control measures necessary to prevent erosion and sedimentation as determined by the plan approving General construction notes for Stormwater Management plans authority. 7. All disturbed areas are to drain to approved sediment control measures at all times during 1. All dams and constructed fill to be within 95% of maximum dry density and 2% of optimum land disturbing activities and during site development until final stabilization is achieved. moisture content. All fill material to be approved by a geotechnical engineer. A 8. During dewatering operations, water will be pumped into an approved filtering device. geotechnical engineer is to be present during construction of dams. 9. The contractor shall inspect all erosion control measures periodically and after each runoff- 2. Pipe and riser joints are to be watertight within Stormwater management facilities. producing rainfall event. Any necessary repairs or cleanup to maintain the effectiveness of 3. For temporary sediment traps or basins which are to be converted to permanent Stormwater the erosion control devices shall be made immediately. management facilities; conversion is not to take place until the site is stabilized, and 10. All fill material to be taken from an approved, designated borrow area. permission has been obtained from the County erosion control inspector. 11. All waste materials shall be taken to an approved waste area. Earth fill shall be inert materials only, free of roots, stumps, wood, rubbish, and other debris. 12. Borrow or waste areas are to be reclaimed within 7 days of completion per Zoning Ordinance section 5.1.28. 13. All inert materials shall be transported in compliance with section 13-301 of the Code of Albemarle. 14. Borrow, fill or waste activity involving industrial -type power equipment shall be limited to the hours of 7:OOam to 9:OOpm. 15. Borrow, fill or waste activity shall be conducted in a safe manner than maintains lateral support, or order to minimize any hazard to persons, physical damage to adjacent land and improvements, and damage to any public street because o slides, sinking, or collapse. 16. The developer shall reserve the right to install, maintain, remove or convert to permanent Stormwater management facilities where applicable all erosion control measures required by this plan regardless of the sale of any lot, unit, building or other portion of the property. 17. Temporary stabilization shall be temporary seeding and mulching. Seeding is to be at 75 lbs/acre, and in the months of September to February to consist a 50/50 mix of Annual Ryegrass and Cereal Winter Rye, or in March and April to consist of Annual Rye, or May through August to consist of German Millet. Straw mulch is to be applied at 801bs/100sf. Alternatives are subject to approved by the County erosion control inspector. 18. Permanent stabilization shall be lime and fertilizer, permanent seeding, and mulch. Agricultural grade limestone shall be applied at 901bs/1000sf, incorporated into the top 4-6 inches of soil. Fertilizer shall be applied at 10001bs/acre and consist of a 10-20-10 nutrient mix. Permanent seeding shall be applied at 1801bs/acre and consist of 95%Kentucky 31 or Tall Fescue and 0-5%Perennial Ryegrass or Kentucky Bluegrass. Straw mulch is to be applied at 801bs/100sf. Alternatives are subject to approved by the County erosion control inspector. 19. Maintenance: All measures are to be inspected weekly and after each rainfall. Any damage or clogging to structural measures is to be repair immediately. Silt traps are to be cleaned when 50% of the wet storage volume is filled with sediment. All seeded areas are to be reseeded when necessary to achieve a good stand of grass. Silt fence and diversion dykes which are collecting sediment to half their height must be cleaned and repaired immediately. 20. All temporary erosion and sediment control measures are to be removed within 30 days of final site stabilization, when measures are no longer needed, subject to approval by the County erosion control inspector. (16 Jw 200� (16 Jun 2005) ti c 0 0 N y Q v c 0 0 x 3 p N z E D Y i ° � T X x � a 0 Z J � o 11 r 3 Q z 0 Q _0 o n N n Q y Z o z 0 Q O N m � a Y -o �J c Y Y) E o x T J „ Q E J Y �J Y a o o Q ° J o ° Y -O N c C �o C . 0 0 N Lo Q 0 � C C 3 N .• 0 5 D . C 3 0 ti E 0 o' v I y =o Z v u o � L L ry a I 0 a p E n h � � c _ o > �I Y Y `o E n m y o V 3 YJ r Z s 3 o V = uC r o n m E N N O > a O Z n z � U m Z N X y x - Lo Z c 2 o < m Z Q y n N n .` N Z z � ¢ c — m E Y I a- it C n o z N J O Q C J aJ Y r n v I y ) a N 0 C o� a o� J � -O O O L Y Y a n ° C O N U N O 1= n 5 � 3 os � m 0 � o 0 n E n � 0 O o 0 or �DOTVirginia Department of Transportation ACCESS MANAGEMENT EXCEPTION REQUEST: AM-E ACCESS MANAGEMENT REGULATIONS 24 VAC 30-73 SECTION 120 February 2015 February 2015 Submitted by: David M. Capparuccini, P.E. PTOE, Kimley-Horn Date: 6/2/21 Email Address: david.capparuccini@kimley-horn.com Phone: (804)-672-4715 Address: 1700 Willow Lawn Drive, Suite 200, Richmond, VA 23230 Project Name: US Route 29 Wawa TIA Rte # 29 Locality: Albermarle Description of Project: A Wawa is being proposed on the southeast corner of US Route 29 and Greenbrier Drive. This proposed Wawa development will replace the existing service station. There are currently two entrances/exits on this property, and as part of the re -development the two entrances/exits will be consolidated to one right -turn in/right-turn out entrance/exit. See attached exhibits demonstrating that access along northbound US Route 29 has not changed since 2007. Updated March 2021: VDOT rpnIIPCtpd that the adinrpnt nrnnprty own Pr hp rnntartpd to rIICrIICC.'i Shared arrPCS drivp Aft Pr mllltlnlP AttPmntC to r nntart VDOT District: Culpepper Area Land Use Engineer: Adam Moore NOTES: (1). Submit this form and any attachments to one of the District's Area Land Use Engineers. (2). See Section 120 of the Regulations for details on the requirements, exceptions, and exception request review process. (3). Attach additional information as necessary to justify the exception request(s). (4). If a traffic engineering study is required, the decision on the request will be based on VDOT engineering judgment. (5). Use the LD-440 Design Exception or the LD-448 Design Waiver forms for design and engineering standards, e.g. radius, grade, sight distance. See IIM-LD-227 on VDOT web site for additional instructions. Select the Exception(s) Being Requested Exception to the shared commercial entrance requirement. (Access M. Regulations Section 120 C.2) Reason for exception: ❑ A. An agreement to share the entrance could not be reached with adjoining property owner. ❑ Attached: Written evidence that adjoining property owner will not share the entrance. ❑ B. Physical constraints: topography, adjacent hazardous land use, stream, wetland, other. ❑ Specify constraint: ❑ Attached: Documentation of constraint such as aerial photo or topographic map. ❑ Exception to the vehicular connection to adjoining undeveloped property requirement. (Section 120 CA) Reason for exception: ❑ A. Physical constraints: topography, adjacent hazardous land use, stream, wetland, other. ❑ Specify constraint: ❑ Attached: Documentation of constraint such as aerial photo or topographic map. ❑ B. Other reason: 1 February 2015 ❑ E. The development's 2"d (or additional) entrance does not meet the spacing standards but is necessary for the streets to be accepted into the secondary system. (section 120 c.3.e) ❑ Attached: Information on the development that identifies the location of entrances. F. To be located within the limits of a VDOT and locality approved access management corridor plan. ❑ Attached: Aerial photo of corridor identifying proposed entrance/intersection location. (Sect 120 C.3.b) FOR VDOT USE ONL Recommendation on Exception Request: Approve✓ Denyu I Date: 6/23/21 Area Land Use Engineer or: Name Adam J. Moore, P.E. Remarks: The Residency recommends approval based on the following factors: 1. The proposed full access entrance location is pushed as far from the Route 29 signal as possible. 2. Traffic Engineering reviewed and concurred with the design and had no comments about impacts to signal operations. 3. The included letter demonstrates sufficient effort was expended in an attempt to share a commercial entrance on Route 29 with the property to the south. 4. The intended time of day signs directing traffic entering Greenbrier to the right will encourage traffic to not wait for the queue to clear during peak hours. Concurrence from Carrie Shepheard, P.E. via phone 6/21/21 Exception Request Action: Approved✓ Denied ____][Date: 7/1/2021 District Administrator or Designee: "" "'e"s38.4 "` 1i zazi mai iaae:atw"m' Name (and position if Designee) Remarks: Concur with Residency remarks. Approval requires time of day signs directing traffic entering Greenbrier to the right from 7 AM-9AM and from 5 PM-6PM (based on peak hours in traffic analysis). Times for left turn restriction will be monitored and may need to be adjusted based on field conditions/safety concerns. District Staff: Please email copy to Bradley.SheltonfaD-VDOT.Virainia.aov 3 ✓❑ Exception to the commercial entrance shall not be located within the functional area of an intersection requirement. (See Regulation Section 120 C.1; Appendix F, Rd Design Manual) ✓❑ Attached: A traffic engineering study documenting that the operation of the intersection and public safety will not be adversely impacted. ❑ EXCEPTION TO THE SPACING STANDARDS FOR: • Commercial entrances; intersections/median crossovers (Table 2-2); • Commercial entrances/intersections near interchange ramps (Tables 2-3, 2-4); or • Corner clearance (Figure 4-4). Appendix F, Road Design Manual Information on the Exception Request ✓❑ ON A STATE HIGHWAY Functional classification: Principal Arterial: ❑✓ Minor Arterial: Collector: ❑ Local: ❑ Posted speed limit: 45 mph ❑ NEAR AN INTERCHANGE RAMP (Submittal of a traffic engineering study required) ❑ CORNER CLEARANCE (Submittal of a traffic engineering study required) Type of intersection/entrance: Signalized Unsignalized Full Access Partial Access Required spacing distance ft Proposed spacing distance ft Requested exception: Reduction in required spacing ft REASON FOR EXCEPTION: A. To be located on an older, established business corridor along a highway where existing spacing did not meet the standards prior to 7/1/08 or 10/14/09. (Regulation section 120 C.3.c) ❑✓ Attached: Dated aerial photo of corridor identifying proposed entrance/intersection location. ❑ B. Not enough property frontage to meet spacing standard, but the applicant does not want a partial access right-in/right-out entrance. (Section 120 C.3.f) ❑ Attached: A traffic engineering study documenting that left turn movements at the entrance will not have a negative impact on highway operation or safety. ❑ C. To be located within a new urbanism mixed use type development. (Section 120 C.3.d) ❑ Attached: The design of the development and compliance with intersection sight distance. ❑ D. The proposed entrance meets the signal warrants but does not meet the signalized intersection spacing standard. The applicant requests an exception to the spacing standard. ❑ Attached: A traffic engineering study that (i) evaluates the location's suitability for a roundabout and (ii) provides documentation that the proposed signal will not impact safety and traffic flow. (Section 120 C.5) 2 � 9 .., 1lRctNtP COUNTY OFALBEMARLE Community Development Dept. of Planning & 401 McIntire Road Charlottesville. Virginia 22901-4596 (804) 296 5823 February 29, 1992 Crenshaw's Auto Service, Inc 1215 Seminole Trail Charlottesville, VA 22901 RE: SP-91-69 Crenshaw's Auto Service Tax Map 61W, Section 2, Block A, Parcel 1 Dear Mr. Crenshaw: The Albemarle County Board of Supervisors, at its meeting on February 19, 1992, approved the above -noted request to locate motor vehicle sales and rental on 2.26 acres zoned C-1, Commercial and EC, Entrance Corridor (existing service station is to remain). Please note that this approval is subject to the following conditions: 1. Use shall not commence until a Certificate of Appropriateness is issued by the Architectural Review Board; and 2. Storage areas shall be limited to those shown on a plat titled "Physical Survey of Lot 1, Block A, Section Two, Westfield" and initialed 2/5/92 WDF and the total number of vehicles available for sale or rental shall not exceed sixty-four (64) at any one time. If you should have any questions or comments regarding the above noted action, please do not hesitate to contact me. Sincerely, U V. Waynerg Directoring & �omm ty Development VWC/j cw cc: Amelia Patterson Jo Higgins James E. Crenshaw Charlottesville Realty Company THIS IS TO CERTIFY THAT ON NOVEMBER 30, 1976, I SURVEYED THE PROPERTY SHOWN ON THIS PLAT AND THE TITLE LINES AND WALLS OF THE BUILDING ARE SHOWN HEREON. WILLIAM S. ROUOA@USN, JR. CERTVILD LAND SURVEYOR U. S. ROUTE 29- N. B. L. CERTIFICATE NO '°°• "' 16 MARKED PARKING SPACES W!iS11lG?.w�:cNkg9Fa'RkY#K�`u7' I N35020'59"E 149.02' s/en 1 Pore d a88032'18" R:26. 65' T • 25. 9 8' Le 41. 18' er N � rron s.r Ee U l 5/RVICf STATION so.:' r 1, sHJ 10 M P ,o l5 r role l L\ sc rI, r /Iron 4_/_17_5. 00' S36°20'59 ,W fTl w M x ti Z661 £ 1 NVf 33AI3038 1 FENCED PARKING AREA - �i e.�e re/ itNA�C3 /- ScrvJce S�<�ir.J fr kc�o</r �A s'rSewn rs exJs�!n�- 2- Fcnce� <rCrn. /e7 y Vai,,1ale_ turn/� __ ".t a✓/ 'SJ :vr, - /e le .✓:.' J 3- Mcrked �r/,i,q f/itces; Cxi,S70(/ �sfie .io an Ssu Yr/I /J�+c re. -�ren:•2.-) r- PHYSICAL SURVEY OF LOT 1 , BLOCK A, SECTION TWO IIW ESTFI ELD" CHARLOTTESVILLE MAGISTERIAL DISTRICT ALBEMARLE COUNTY, VIRGINIA IPee Set (054-17-3 ,ApLTDH 00 CERT. No. (a) 655 7.3 1 78 At A. LAND qs��`� cra+,'/ noes .c�4oJ : /6 ✓ern. TE �.Tfl'/.�� Pr.,eev /,74 1c•,,.,,,,«L, re oee, WILLIAM S. ROUDABUSH, INC. .,54ry, un-/Are /; /c 12— lY , ( el:.If A Professional Corporation J - CERTIFIED LAND SURVEYORS 'ALE: l 501 DATE: NOVEMBER 30,1376 Charlottesville Virginia )car. P,me P"M 1 SaPw, Co )DO CDI, I. r Fit F NO.._4.9 74. H 7t m In w M Z � o W o � L� n Z 0 W O M N r7 N L, �¢ z< O to o Ld Z Qo O N 0 00 cc VIE Do O U o n z of 00 cc Z-0w o 7 J oN 0 W w 003 Y [illlllllllla� x _I Z a J N 3 0 0 0J N o(D 0 0 RYAN PERKINS Lice No. 046565 Z m > U O N 3 U m U In D- w O o� O N � of U0 ¢ ¢ 'm 'm O r7 ¢ 0 _ 0 m 0 y S w < Z Z 3 U 1' ¢ vl ¢ w N 0 0 U 5� L w co Z Z 0wwp w U w ~ Q � W p z X Z < UJ U Q UJ I..L V J Q > 0 Z I11 T J I..L C N W W z W W 0 Z Z U V w w Q w m J Q SHEET NUMBER CA-103 TOP=451. BM #1/ , MAG NAIL ON TOP/CURB ELEV=456.2. / TOP-457.79 / FL=453.35 / TOP=454.�ji , / INV IN-4 .80 / INV OUT��6. TOP= 0 VJV �00,I /t w 4 A04 it OMMA / E ENT c ; 1� %A ®- 9D \ ROD \Fft- �452 4S 4S3?Q \ •� �4S4,\ \ 45 6- , �\ \ TOP=446.53 INV IN=440.70 FL=425.85 CURVE TABLE SIT CURVE LENGTH RADIUS DELTA I TANGENT ICHORD BEARING1 CHORD 11� Cl 41.19 26.65 1 88"33'51" 1 25.99 1 N79"32'55"E 37.21 .32 S 75 1`o Ss, rOP-AAA. Or � 1 � I pz 1/ FL=441.15 I GP -457_ z � o 00 48.5 a�HISELED SQUARE TAT ELEV QR/D.I. �D� �k'(60 RUTE' 866 =446.2 'h FL=4 1 #STORY \\ \\ C \\ \ \\ \�\ \ i \ 00-_ Ai a \ \ FIL 9.70 LOCATION OF "STEEP SLOPES -MANAGED" AS F4583\\\\\ `\� \\\\ \�\\ \ \ \ 1 \` a FBRICK/METAL //- - - C IDENTIFIED ON ALBEMARLE COUNTY GIS (TYP.) VICINITY MAP SCALE 1 " = 2000' \\\\ RsRB\ \ \ \ aoj� �424�0_- � \ \ \ \\ \ a �, 'F,G=his J / / \ ry t0CiK/ / /�'VW \ -54"*RCP rlFllfa�lN��/ - _ ATION �' \ 1 \ \ \ \� \ \ 1 // / ?OVL // #490 TOP=423 61 �1ENT � \ / / � / ^mott w - G. \350 °� 2.25�6 ACRES \ \ \� \ ��� \\�� \ \ �\ \ //'� BRICK L=aos.00 \\ \ \\ \ G' \\ \\\\\�\ `\ \� 1\ \ / F.F.=429.50 CHI ASSET (VA) CHARLOTTESVILLE-1165 PEPSI PLACE, LLC \�\---�\--r \ \\ \ \\ \ ✓ \\� \� \\ \ \\\\\\\� � \ 13 D.B.D2359 PG. G. 2(PLAT) \\ \ \ GRAVEL AREA \ \ \\\\\ \ \ \\ \ PARCEL ID: 061 WO-02-00-002BO NOTES \ 1. OWNERSHIP: \ CHARLOTTESVILLE REALTY CORPORATION D.B. 696 PG. 560 PARCEL ID: 061 WO-02-OA-00100 / 2. THIS SURVEY WAS PREPARED WITH THE BENEFIT OF A TITLE COMMITMENT BY FIDELITY NATIONAL TITLE INSURANCE COMPANY COMMITMENT NO. DC2000670 EFFECTIVE DATE OCTOBER 8, 2020 AT 8:00 A.M. 3. EXCEPTIONS OF SCHEDULE B-SECTION II OF THE ABOVE REFERENCED TITLE COMMITMENT: 1.) NOT ADDRESSED 2.) STANDARD EXCEPTIONS A. NOT ADDRESSED B. NOT ADDRESSED C. NOT ADDRESSED D. SHOWN HEREON 3.) NOT ADDRESSED 4.) NOT ADDRESSED 5.) NOT ADDRESSED 6.) 40' GAS LINE EASEMENT IN D.B. 290 PG. 434 - SHOWN HEREON 7.) PARTIAL VACATION OF A 40' GAS LINE EASEMENT IN D.B. 421 PG. 500 - SHOWN HEREON 8.) 10' VEPCO EASEMENT IN D.B. 429 PG. 350 - SHOWN HEREON 9.) 40' GAS LINE EASEMENT IN D.B. 1683 PG. 337 - SHOWN HEREON 10.) 15' LUMOS NETWORKS EASEMENT IN D.B. 4871 PG. 240 - SHOWN HEREON 11.) 40' GAS LINE EASEMENT IN D.B. 425 PG. 153 - SHOWN HEREON 4. THIS PROPERTY LIES IN ZONE 'X' OF THE FEMA DEFINED FLOOD HAZARD AREA AS SHOWN ON FLOOD INSURANCE RATE MAP NUMBER 51003CO278D, EFFECTIVE DATE FEBRUARY 4, 2005. 5. DURING THE PROCESS OF OUR PHYSICAL IMPROVEMENT SURVEY NO INDICATIONS OF A CEMETERY WERE FOUND. NO FURTHER INSPECTION OF THE PROPERTY HAS BEEN MADE FOR POSSIBLE CEMETERIES. 6. ZONED: Cl COMMERCIAL; SEE COUNTY OF ALBEMARLE ZONING ORDINANCE FOR SETBACKS 7. HORIZONTAL: THE MERIDIAN SOURCE OF THIS PLAT IS BASED ON THE VIRGINIA STATE PLANE COORDINATE SYSTEM, SOUTH ZONE, NAD 1983/1993 (HARN). COORDINATE VALUES SHOWN ARE EXPRESSED IN U.S. SURVEY FEET. VERTICAL: NAVD 88 DATUM 8. UNDERGROUND UTILITIES MARKED BY ACCUMARK, INC. AND FIELD LOCATED. THIS IS TO CERTIFY THAT THIS MAP OR PLAT AND THE SURVEY ON WHICH IT IS BASED WERE MADE IN ACCORDANCE WITH THE 2016 "MINIMUM STANDARD DETAIL REQUIREMENTS FOR ALTA/NSPS LAND TITLE SURVEYS," JOINTLY ESTABLISHED AND ADOPTED BY ALTA AND NSPS, AND INCLUDES ITEMS 1,2,3,4,5,7(a),8,9,11,13,14 & 16 OF TABLE A THEREOF. PURSUANT TO THE ACCURACY STANDARDS AS ADOPTED BY ALTA AND NSPS AND IN EFFECT ON THE DATE OF THIS CERTIFICATION, UNDERSIGNED FURTHER CERTIFIES THAT IN MY PROFESSIONAL OPINION, AS A LAND SURVEYOR REGISTERED IN THE COMMONWEALTH OF VIRGINIA, THE RELATIVE POSITIONAL ACCURACY OF THIS SURVEY DOES NOT EXCEED THAT WHICH IS SPECIFIED THEREIN. THE FIELD WORK WAS COMPLETED ON NOVEMBER 13, 2020. KENNETH R. BLAYLOCK, JR., L.S. LIC. NO. 2833 DATE APPROXIMATE 10' VEPCO E D.B. 429 F TOP=428.07 BLOCK \_ FL=426.60 \ \ RETAINING \ RS9 \1 \\ \ G \ \ \ \ \ WALL \ I \\ \ - \ -----\ \\\\\\ �\\\ \ � INV=428.63 \\\ \ \ 1 \ \ �11 \ \6) \\�� \\�\\\\\\v\\\ GRATE INLET TOP=440.55 FL=429.70 40� AS LINE EA�MENT \�\ �\ \\ \ �\ 1111\ll D. 290 P ' 434 \ \ �� - \ \ 1 \III 1 j\\ \ 11R,b. D-B 1ssj K. 300 I 37 RMD PROPERTIES, LLC D.B. 2217 PG. 191 D.B. 407 PG. 55 (PLAT) PARCEL ID: 061W0 02 OA-00200 \ / o FENCE MEANDERS ALONG PA I a/// \ /j l/ja� //ho/ 111 / LEGAL DESCRIPTION FND. //�/// pry/ BEGINNING AT A POINT; MARKED P.O.B.; SAID POINT BEING AT THE INTERSECTION OF THE EAST LINE OF SEMINOLE TRAIL (U.S. ROUTE 29) AND THE SOUTH LINE OF GREENBRIER DRIVE (STATE ROUTE 866); THENCE ALONG THE SOUTH LINE OF GREENBRIER DRIVE ALONG A CURVE TO THE RIGHT HAVING A LENGTH OF 41.19', .v43 S5610I09"EUS O 19.38'STOAACPOINDT; BEARINGOF OLEAV LEAVING SOUTH LINEHOFDOF 37.21' GREENBRIER TDRIVEPOINT; 5610'09"E \ ��/�/n���s 517.44' TO A POINT; THENCE S35"24'00"W 175.00' TO A POINT; THENCE N56"10'09"W 562.40' TO A POINT / ON THE SOUTH LINE OF SEMINOLE TRAIL; THENCE ALONG THE SOUTH LINE OF SEMINOLE TRAIL N35"16'00"E \ 149.00' TO THE POINT OF BEGINNING, MARKED P.O.B. AND CONTAINING 2.256 ACRES. GRAPHIC SCALE ( IN FEET ) 1 inch = 30 ft. JA-ZAN LIMITE�ARTNERSHIP D.B. 1134 5, D.B. 779 PG. 40 PARCEL ID: 06�W0-0 KENNUH R. BLAYLOCK, o Lic. NO. 2833 LEGEND a DECIDUOUS TREE BENCHMARK • BOLLARD -� SIGN HANDICAP RAMP © CABLE VAULT ©v FIBER-OPTIC VAULT QF FIBER-OPTIC MARKER m � TELEPHONE PEDESTAL X GAS VALVE © GAS MARKER wv WATER VALVE QM WATER METER ® MONITORING WELL QE ELECTRIC METER © TRAFFIC SIGNAL POLE ©v ELECTRIC VAULT tX LIGHT POLE -0 GUY WIRE POWER POLE Q DRAINAGE MANHOLE © CLEANOUT S) SANITARY SEWER - - - - OHE - OVERHEAD ELECTRIC UNDERGROUND WATER - - - - - G UNDERGROUND GAS - - - - - UGE - UNDERGROUND ELECTRIC UNDERGROUND FIBER-OPTIC - - - - UTL - UNDERGROUND TRAFFIC UNDERGROUND CABLE TV - - - - - UGT - UNDERGROUND TELEPHONE ALTA/NSPS LAND TITLE' SURVL'Y OF ,2. ,256 ACRES OF LAND LYING ON TILL' SOUTHEAST CORNL'R OF SLWYVOLL' TRAIL AND GRL'L'NBRIL'R DRIVE' RIO DISTRICT * ALBEMARLE COUNTY, VIRGINIA DATE: NOVEMBER 13, 2020 SCALE: 9" = 30' JENNINGSTEPHENSON P.C. 1o1so STAPLES MILL ROAD SUITE 103 GLEN ALLEN, VA 23060 j 04-545-6235 LAND SURVEYORS PHONE - 4-545-6259 e FAX - 804-545-6259 & PLANNERS J.N. 20-681 EXISTING CONDITIONS CV-101 6 C 0 0 m m a ° C O T W E Y O 0 0 3 L � 3 Z m Q n J 1 O J m n � J � c n o v ro i ' .N /OQ �o9oC Z o / J 0 Y / / G� o 0 65 y a N0. DO. // ° Q \��Nyay .00 / / V. -o \ F\• / G m 54"±RCP C N IF 1p O ° yb, 1 CA\ / N O ° R k91 Q dk\1 Jl o / 0 EXISTING INLET TO d 5 // CONTRACTOR TO REPLACE(VA) CHARLOTTESVILLE-1165 PEPSI PLACE, LLC 'o BE REMOVED D.B. 4722 PG. 213 _ / 1 RIPRAP DITCH AFTER 3 II EXISTING SIDEWALK / ENP� J\ j IIII II 1 CONSTRUCTION OF ULTIMATE D.B. 2359 PG. 589 (PLAT) I 1 PARCEL ID: 061 WO-02-00-002BO TO BE REMOVED N6.`L / \0 // �' o.��IL�I I I 1 CONDITION RCP OUTFACE PIPE 5° ZONEOQD: k`L�aC °-• 1 COMMERCIAL NR PARCEL USE: CONVALESCENT HOS PITAL ` o �Io oGnI° G k a60Sy� "tIP a c _CONTRACTOR TO INSTALL ULTIMATE J% o ° ^II o a y, // -� \ D� �Rg / t CONDITION RCP PIPE AND STRUCTURES TO .15"C?P \� \�`'�y v 448' -� . EXISTING TREES � - - I - °5 ° EXISTING TREES AND .r OUTFALL SEDIMENT TRAP. SEE SHEET _ G G Lj 449 � TO BE REMOVED - - - - TS ` \-° o / VEGETATION TO BE REMOVED - _ 45 \CG-101 FOR PIPE AND STRUCTURE INVERTS. \��y�'450�I ���-__ E7- 4 to (6) EXISTING BOLLARDS ' / �= % " - _ TO BE REMAIN o E EXISTING CURB AND 3 �p�0 �X'`N- �� , �\ �� \ --- - 8- _ \ \ E GUTTER TO REMAIN A?i/ ,�X 4-5 - BERM 452 _ / _ SF _ \ _ ELEV 456.00 __�_ o II Wyk' a° --� ' "nr3^ DD 456Ts . �o o \ \\ CIP A ¢4 456 _ - DD o = o W \ 3 N \ `456 EXISTING WOOD SHEDS ❑ %K \ c+ �'- 455- 2:1 4,5p 450 - _Y TO BE REMOVED- \ EXISTING GAS SERVICE \ \\�\ \\\\\ Y 3 EXISTING WELLS TO BE REMOVED IN / / EXISTING CONCRETE w \ TO 1215 SEMINOLE \ 454453452 N /� \\ \ �\ EXISTING TREES AND ACCORDANCE WITH VDH STANDARDS / / TO BE REMOVED / / /�� to a TRAIL TO BE REMOVED 456455j \\\ VEGETATION TO BE REMOVED E _ EXISTING CANOPY AND CURBS / / / / N 1 \\ 8.0' WIDE RIPRAP OUTFACE 457 / TOP OF WET STORAGE: 453.50 - DD ISLAND TO BE REMOVED / 12 \ \ SEDIMENT TRAP / / PROPOSED STOCKPILE / EXISTING BUILDING \ TOP OF DRY STORAGE: 455.00 '/ s 'o N / EXISTING UNDERGROUND \ DRAINAGE AREA: 1.40 ACRES AREA N M " / ELECTRIC LINES TO BE REMOVED f TO BE REMOVED C _ _ \ .t6 ' SEE DETAIL ON SHEET CE-501 •7,BERM ELEVATION:456.00 / 1 11 111 p o N N -IIII / \ BOTTOM ELEVATION: 450.00 EXISTING GAS LINES I TO REMAIN (TYP.) I ° �rnmm s� I a I / �' \ ��� TS �ye� \\\ I /�`/��/�-. T o [� = N d a I EXISTING WATER SERVICE AND / \ \ GFiP EXISTING GRAVEL TO \ I l l / // /�j 11 II I I I I I \ a [ti F 2 2 I I METER TO BE REMOVED / / \ \ BE REMOVED (TYP.) 0_ !n viI EXISTING SANITARY SEWER LATERAL OQ4 w O I I r "�.1 .L_! �/ AND CLEANOUT TO BE REMOVED \\ // z n m N r7 n I x I / / / / / /// / DC \ I \\ DC �' _ (10 IIII Ilr m \ PROPOSED STAGING AND TS rII h / O TS \ I PARKING AREA \ �/ O M11111111IIIIF n y > 0 d PROPOSED LOCATION OF O� \ SEDIMENT BOUNDARY to II I �I I o W h EXISTING WELLS TO BE REMOVED IN t� \ I X n n I ,'ACCORDANCE WITH VDH STANDARDS \ SOLID / NON -HAZARDOUS D� TS \ .DRAINAGE AREA: 1.40 ACRES la III _ �\ TO) BE I REMOVED \ \ / -'' O O W .Y WASTE DUMPSTER I 1 M r'7 a 1 M\� / \ r \ / / SANITARYPROD LAOCAT OS OF m m IyI O \_ 11 II�1\\\\\IIIII y �l TS PPROXIMATE LOCAT EXISTING OVERHEAD ELECTRIC LINE 1 \ � 0 o o '° 9 X 10 VEPCO EASEMEN PTO BE REMOVED UP TO POLE I 459� \ SF N\ n\\\ \Ill IIII Q WASH RACK DOWNSTREAM J�yk �E DC D.B. 429 PG. 350 \ \\\'ss \\\�lllllllll SEDIMENT SETTLE AREA \� ° I ey9 EXISTING UNDERGROUND ELECTRIC \\max\\11 Il IIIII II < SEE ALBEMARLE COUNTY I 4 �,a1 _ LINES TO BE REMOVED UP TO POLE > WASH RACK \ \I�r\\II IIIII III 111 1 DETAILPONESHEET CE-501 vz - \ - y458-\ �C - -°p. \mod\ IIII IIII III II / W W - W W W \ I 62.4 - \ F\� �111�11�1111�11111111 ° EXISTING SIDEWALK AND / - W w CURBING TO BE REPLACED / I W FENCE MEANDERS �e PROPOSED LOCATION FOR CONCRETE WASHOUT ALONG P/L - 0� 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 TO BE REMOVED UP TO POLE / ) VEGETATION TO BE REMOVED 40' GAS LINE EASEMENT JA-ZA IMITED PARTNERSHIP EXISTING UNDERGROUND ELECTRIC PROPOSED LOCATION FOR ON -SITE FUEL STORAGE D.B. 290 PG. 434 D. 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. 77'9,PG. 401 (PLAT) CONTAINMENT, EXTERNAL TO STORAGE) (CAN BE RELOCATED BY CONTRACTOR IF D.B. 1683 PG. 337 PARCEL ID: 061-WO-02-00-0( L II I EXISTING WATER METER TO REMAIN MODIFICATION IS NEEDED IN THE FIELD) ZONED: C-1 C111MMERCIAL PROPOSED LOCATION FOR SOLVENT PAINT STORAGE PARCEL USE: VACANT C ERCIA 3 r (CONTRACTOR TO PROVIDE IMPERMEABLE III CONTAINMENT, EXTERNAL TO STORAGE) lj RMD PROPERTIES, LLC D.B. 2217 PG. 191 yy D.B. 407 PG. 55 (PLAT) o oQo kyy' PARCEL ID: 061 WO-02-OA-00200 ZONED: C-1 COMMERCIAL PARCEL USE: MARKET o c° L Y Y a � m ° C O N ° N O L Y n 5 � 3 J _ rn F o n E n � 0 p o 0r 111:Lto] III[e7►■■901alII m I I m I I m I I m LIMITS OF DISTURBANCE EXISTING BUILDING TO BE REMOVED EXISTING TREES TO BE REMOVED EXISTING UTILITIES TO BE REMOVED OR RELOCATED DEMOLITION NOTES 1. THIS DEMOLITION/EROSION CONTROL PLAN IS INTENDED TO AID THE CONTRACTOR DURING THE BIDDING AND CONSTRUCTION PROCESS AND IS NOT INTENDED TO DEPICT EACH AND EVERY ELEMENT OF DEMOLITION. THE CONTRACTOR IS RESPONSIBLE FOR IDENTIFYING THE DETAILED SCOPE OF DEMOLITION AND FOR THE DEMOLITION, REMOVAL, OR RELOCATION OF ITEMS IN CONFLICT WITH THE PROPOSED CONSTRUCTION. 2. THE CONTRACTOR SHALL KEEP ALL ADJACENT ENTRANCES AND PARKING AREAS FREE FROM DIRT, DUST, AND AGGREGATE CAUSED BY VEHICLE TRACKING. THESE AREAS SHALL BE SWEPT AS OFTEN AS NECESSARY TO KEEP AREAS CLEAN AT A MINIMUM ONCE PER DAY. 3. ALL VALVES, VAULTS, MANHOLES, ETC. THAT ARE TO REMAIN SHALL BE ADJUSTED TO PROPOSED GRADE. 4. CONTRACTOR TO CONFIRM ALL EXISTING STORM STRUCTURE INVERTS PRIOR TO PROPOSED STORM SYSTEM INSTALLATION. 5. CONTRACTOR TO CONFIRM ALL EXISTING SANITARY SEWER INVERTS PRIOR TO PROPOSED SEWER INSTALLATION. 6. DEMOLITION OF BUILDING TO INCLUDE REMOVAL OF FOUNDATIONS, UNDERGROUND STRUCTURES, AND BUILDING UTILITIES. 7. ALL EXISTING UTILITIES WILL MAINTAIN MINIMUM COVER DURING CONSTRUCTION AND VALVES WILL BE FLUSHED TO GRADE. B. ALL EXISTING PAVEMENT AND CURB AND GUTTER WITHIN LIMITS OF DISTURBANCE IS TO BE REMOVED. 9. SEE SHEET CP-501 FOR PLANTING BED AND SODDING DETAILS. VIRGINIA UNIFORM CODING SYSTEM FOR EROSION AND SEDIMENT CONTROL STD. & SPEC. MEASURE CALLOUT SYMBOL QUANTITY 3.02 CONSTRUCTION ENTRANCE CE 1 EA. 3.05 SILT FENCE SF X - X - X 1050 LF 3.07 INLET PROTECTION IP ® 4 EA. 3.08 CULVERT INLET PROTECTION 3.09 DIVERSION DIKE DD 300 LF 3.13 SEDIMENT TRAP ST f ST - 1 EA. 3.31 TEMPORARY S Is 3.32 PERMANENT SEEDING PS PS - t1.0 AC. 3.38 TREE PROTECTION TP TIP TIP 450 LF 3.39 DUST CONTROL DC DC _ 2.62 AC. SEDIMENT TRAP DRAINAGE BOUNDARY LIMITS OF DISTURBANCE 2.62 AC. PHASE I PROBABLE CONSTRUCTION SEQUENCE 1. SCHEDULE AN ON -SITE PRE -CONSTRUCTION MEETING. THE OWNER MUST GIVE THE COUNTY INSPECTOR AT LEAST 48 HOURS NOTIFICATION TO SCHEDULE AN ON -SITE PRE -CONSTRUCTION MEETING FOR THE ISSUANCE OF A LAND DISTURBANCE PERMIT. THE CERTIFIED REGISTERED LAND DISTURBER (CRLD) MUST ATTEND THE MEETING. 2. THE VSMP CONSTRUCTION ACTIVITY OPERATOR AND THE COUNTRY ENVIRONMENTAL INSPECTOR MUST ATTEND THE PRE -CONSTRUCTION MEETING. 3. INSTALL PERIMETER SILT FENCE, INLET PROTECTION, DIVERSION DIKES AND SEDIMENT TRAP AS SHOWN ON PLAN. DIVERSION DIKES AND SEDIMENT TRAPS MUST BE SEEDED AND MULCHED IMMEDIATELY UPON CONSTRUCTION. 4. INSTALL CONSTRUCTION ENTRANCE AT EXISTING ENTRANCE ON SEMINOLE TRAIL. CONTRACTOR TO KEEP EXISTING ROADS FREE OF MUD AND DEBRIS AT ALL TIMES. 5. BEGIN SITE DEMOLITION ACTIVITIES. MAINTAIN POSITIVE DRAINAGE TO EROSION CONTROL MEASURES AT ALL TIMES. CONTRACTOR TO SEED/MULCH AREAS IMMEDIATELY AS DISTURBANCE CONTINUES THROUGHOUT CONSTRUCTION. 6. ONCE DEMOLITION IS COMPLETE AND ALL PHASE I EROSION AND SEDIMENT CONTROL MEASURES ARE IN PLACE, CONTRACTOR MAY BEGIN PHASE II CONSTRUCTION ACTIVITIES. REFER TO SHEET CE-102 FOR PHASE II SEQUENCE OF CONSTRUCTION. GRAPHIC SCALE IN FEET 0 15 30 60 V. = 30' m r U m N \ W Q J a m m D w m V) m z 0 a � 0 w 0 V) z 0 W m O M N r� N L, �¢ z, 0 Vo LLIz QO U N OU �� 00 p 0 ¢ on z of 00�0 Z- O m of J O N � 0 z Y WOOS Y J N 3 O � N O0 O 0 RYAN PERKINS Lic. No. 046565 11/19/2m1 ) U O N � 0 m U V) m m w0 w� Ln H cn m > a�1 00-) a 0 ¢ \ Z Z y W ¢ Y ¢ v w (U/l O O U W W VJ Q 0 Z � Z W OQ= � J X J 0 W 5O G rvn V ) 0 Lu 0 0� Z Q I11 1..�� N W Q W z W 0 W u O U W J Q LJ m J Q SHEET NUMBER CE-101 U C 0 0 Q ° C Lo T E Y 0 T ° 0 L 3 a 0 N 6 c 0 m a 0 E 0 T v Y T c 0 0 v ° 0 c ° 3 c 0 0 ZN Q N J Z S n ° y� C 3 n Q O _ 5 1 3 ') C �E J ° 0 v Y� �y L c o w u c Q L � 0 0 n` 0 c E c ° D 0 c O O T � o' N 0 ° L n I � a U m 3 v �L �s 3 0 'o n C �I N n Y � n Y w U m E a N � y D o Z) c U O V N d n . E L N N N 0 Z O C z � Q E J ` � c VC lj ° ° 1J C n Z S U V ,0, U c m I y l � a ° o C o� J � o c° L Y Y a � m n u c O N u N O L Y n 5 � 3 0 N J O 0 n E n � 0 0 0 0r I` 0 0 m 200 5qj LI t� / / / i i i / kD CONTRACTOR TO REPLACE RIPRAP / AND PERMANENT SEED OR BLANKET MATT DISTURBED G / SLOPES WHERE APPLICABLE 1, 97 _ �g� I_ SF 96 G T A I s r� SET (VA) CHARLOTTESVILLE-1165 PEPSI PLACE, LLC D.B. 4722 PG. 213 D.B. 2359 PG. 589 (PLAT) G PARCEL ID: 061 WO-02-00-002BO — ��\� I�/S /`� o all ,IId�Im I��p� ZONED: C-1 COMMERCIAL _ — G ('1 �S�vP ��`� �� RI � MI II 111 I a� N `��\G 9�j0 PARCEL USE: CONVALESCENT HOSPITAL - G— - S I 8�p 11 Z/ / \ 1 99 1 I°r 3M �11 IN I 0 — _ - - S �G�`�y,�� IP I SF IF \ I I jsM\ III it No 1 Alm ,_j_ c 445 \ BM rI+- I,aj1 I\I<' _ ___41m 99A 44 446 G 487• 446 449-- 447- DC 0 w= W:.l �' ' \. - �Y T 'fit . V. 7.. _ •\ .: SS —o-- SS , ^=r- S� Ss —Ss\ CE W W W W _ v _ / W W W _ W I i Wawa \ 2.26 ACRES \ \ W50-F B-VA \ 6,049 SF FF 457.05 -� 48 WAWASPACES _ �;o c l0tl�°� ii I ?/' L 100 455 D c D 457 \ / 101A �\ / PROPOSED STAGING AND PARKING AREA 101 I IP J ' ;? 'W w W RMD PROPERTIES, LLC D.B. 2217 PG. 191 D.B. 407 PG. 55 (PLAT) PARCEL ID: 061 WO-02—OA-00200 ZONED: C-1 COMMERCIAL PARCEL USE: MARKET Inip _1. 4' / Iq // s x�,i`\� \�\\\\\\\PROPOSED STOCKPILE `f/Y 120 \x\4, \i� \\\lE\I - ('456 / 1j11 11111� 1 a I o / J 111 NII 1 1 DC I / III�IIII\ 457 x_\\1 1 \11�\111I11 x \0 IIII II \ 4s8\ 1 111�1\111111r \ \ \ o DC IDS x 111� I III IIII " �' I 11 Il,llllllllr \\r IIII II\\ 1( \ \ / SF \III\\\\\\\111 wlli � \s\�\.\\\�I,IIII111 I PHASE II PROBABLE CONSTRUCTION SEQUENCE 1. CONTRACTOR TO INSPECT AND MAINTAIN ALL EROSION & SEDIMENT CONTROL MEASURES AND MAKE ANY NECESSARY REPAIRS/ADDITIONS BEFORE BEGINNING PROPOSED IMPROVEMENTS. 2. BEGIN SITE GRADING TO PROPOSED FINISHED GRADES MAINTAINING POSITIVE DRAINAGE TO EXISTING INLETS. INLET PROTECTION IS TO REMAIN IN PLACE DURING ALL PHASES OF CONSTRUCTION. 3. INSTALL STORM SEWER AND INLET PROTECTION AND BEGIN INSTALLATION OF UTILITIES. 4. BEGIN CONSTRUCTION OF INTERNAL PARKING, CURB AND GUTTER, AND DRIVE AISLES. INSTALL STONE BASE TO ALL PARKING AREAS TO SERVE AS TEMPORARY STABILIZATION AND INSTALL TEMPORARY SEEDING IN NEWLY GRADED AREAS. 5. CONSTRUCT PROPOSED WAWA BUILDING AND CANOPY. 6. PAVE PARKING AREAS, INSTALL PAVEMENT STRIPING, AND FULLY STABILIZE ON —SITE IMPROVEMENTS. 7. REMOVE EROSION CONTROLS UPON FULL STABILIZATION OF ALL SITE IMPROVEMENTS. NO EROSION AND SEDIMENT CONTROL MEASURES CAN BE REMOVED WITHOUT APPROVAL OF THE ENVIRONMENTAL INSPECTOR FOR THE SITE. 8. INSTALL FINAL LANDSCAPING AND PLANTINGS. 9. SITE CLEANUP/DEMOBILIZATION. NOTES 1. ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES MAY BE REQUIRED AT THE DIRECTION OF THE COUNTY EROSION CONTROL INSPECTOR. 2. IT IS ANTICIPATED THAT APPROXIMATELY 4200 CY OF CUT MATERIAL WILL NEED TO BE EXPORTED TO A PERMITTED SITE AND WILL NEED TO BE REPORTED TO COUNTY INSPECTOR AND INCLUDED IN THE SWPPP. VIRGINIA UNIFORM CODING SYSTEM FOR EROSION AND SEDIMENT CONTROL STD. & SPEC. MEASURE CALLOUT SYMBOL QUANTITY 3.02 CONSTRUCTION ENTRANCE CE E] 3.05 SILT FENCE SF X X — X 1125 LF 3.07 F INLET PROTECTION 3.32 PERMANENT SEEDING PS PS t1.0 AC. 3.36 F BLANKET MATTING BM 920 SY 3.38 TREE PROTECTION TP TP TP 450 LF 3.39 DUST CONTROL DC f DC 2.62 AC. LIMITS OF DISTURBANCE 2.62 AC. —x—x—x— x x— .— \ \\\ \\ \\�\11 11 IIII ,I 11III11 111 ,11 -—'�-- - \� - - \I. 11�11�11111�111111111 FENCE MEANDERS ALONG P/L — 40' GAS LINE EASEMENT JA—ZA IMITED PARTNERSHIP D.B. 290 PG. 434 D. 1134 PG. 536 D.B. 421 PG. 500 D.B. 779-G. 401 (PLAT) D.B. 1683 PG. 337 PARCEL ID: 061`WO-02-00-00200 ZONED: C-1 CIWMERCIAL PARCEL USE: VACANT COMMERCIAL LAI I \ GRAPHIC SCALE IN FEET 0 15 30 60 1"=30' m r 0 m N \ W Q \o J a m m D W m V) m z 0 0 a cr) o W o C- LIL V) z _o W m 0 m N N LQ U Z O N O Z Qo U N :2OU N �E DO O U a - oof z z ooco ZIN I I ��r Z— O W of7 J O_ U1 � W Y Y J N 3 00 N J O0 0 0 r RYAN PERKINS Lic. No. 046565 11/19/2m1 ) U O N � 0 m U � V) m m w 0 W Ln &�~�cn m m ar) o° a o m 0 Q �_ Z Z y W ¢ Y ¢ v w (U/l O O U 0 N LLu Z N W Lu z W W u O U W J LY Q Ld m J Q SHEET NUMBER CE-102 PROJECT DESCRIPTION o THIS PROJECT CONSISTS OF IMPROVEMENTS ASSOCIATED WITH A NEW WAWA TO BE LOCATED AT 1215 SEMINOLE TRAIL IN ALBEMARLE COUNTY, VA. THE SITE AREA IS 2.26 ACRES, AND THE DISTURBED AREA IS a" 2.62 ACRES. v PROPOSED IMPROVEMENTS INCLUDE A NEW 6,049 SQUARE -FOOT BUILDING, FUEL CANOPY, UNDERGROUND FUEL L TANKS, ASSOCIATED DRIVE AISLES, PARKING AREAS, CURBING, WATER AND SEWER SYSTEMS, AND STORM o DRAINAGE SYSTEMS. SITE WORK INCLUDES DEMOLITION OF PORTIONS OF THE EXISTING BUILDIONG, PORTIONS = OF THE EXISTING DRAINAGE NETWORK, CLEARING AND GRADING, UTILITY INSTALLATIONS, PAVING, AND a LANDSCAPING. Y ACCESS WILL BE PROVIDED FROM A PROPOSED ENTRANCE FROM SEMINOLE TRAIL AND ANOTHER PROPOSED ° ENTRANCE FROM GREENBRIER DRIVE. ,T. EXISTING SITE CONDITIONS a ° CURRENTLY, THE SITE IS A STORE WITH PARKING, UTILITIES, AND LANDSCAPING REMAINING. 'o THE EXISTING ELEVATIONS RANGE FROM APPROXIMATELY 428 FEET TO 462 FEET WITH RELATIVELY FLAT 5 SLOPES THROUGHOUT THE CENTER OF THE PROPERTY AND EXISTING PARKING LOTS AND DRIVE AISLES. THE 3 EXISTING SITE IS APPROXIMATELY 75% IMPERVIOUS WITH TYPE B AND D SOILS. CURRENTLY, THE MAJORITY OF THE SITE DRAINS TOWARDS GREENBRIER DRIVE WHERE THE STORM DRAINAGE IS PICKED UP BY INLETS ALONG THE ROAD. PART OF THE SITE DRAINS TOWARDS SEMINOLE TRAIL WHERE THE STORM DRAINAGE IS PICKED UP ° L BY INLETS ALONG THE ROAD. 6 ADJACENT AREAS THE SUBJECT SITE IS BORDERED BY GREENBRIER DRIVE TO THE NORTH, AN EXISTING HOSPITAL TO THE EAST, o AN EXISTING MARKET TO THE SOUTH, AND SEMINOLE TRAIL TO THE WEST. ° OFF -SITE AREAS a a OFF -SITE LAND DISTURBANCE IS LIMITED TO UTILITY CONNECTIONS IN GREENBRIER DRIVE AND SEMINOLE TRAIL, o A PROPOSED TURN LANE IN GREENBRIER DRIVE, AND CURB AND GUTTER WORK IN GREENBRIER DRIVE AND c SEMINOLE TRAIL. A LARGE RECIPROCAL EASEMENT AGREEMENT WILL BE RECORDED TO ALLOW ALL TEMPORARY `o CONSTRUCTION ACTIVITIES TO OCCUR ON THE ADJACENT PARCEL. a SOILS E Y ACCORDING TO THE NATURAL RESOURCE CONSERVATION SERVICE MAP THE SOILS ON SITE ARE CLASSIFIED AS: T MAP UNIT: 50D- MANOR LOAM, 15 TO 25 PERCENT SLOPES c 0 DESCRIPTION CATEGORY: GENSOIL o MANOR: 85 PERCENT 3 ° THE MANOR COMPONENT MAKES UP 85 PERCENT OF THE MAP UNIT. SLOPES ARE 15 TO 25 v ° PERCENT. THIS COMPONENT IS ON INTERFLUES, PIEDMONT UPLANDS. THE PARENT MATERIAL CONSISTS OF RESIDUUM WEATHERED FROM QUARTZ MICA SCHIST. DEPTH TO A ROOT RESTRICTIVE Q `o LAYER IS GREATER THAN 60 INCHES. THE NATURAL DRAINAGE CLASS IS WELL DRAINED. WATER MOVEMENT IN THE MOST RESTRICTIVE LAYER IS MODERATELY HIGH. AVAILABLE WATER TO A o n .2 DEPTH OF 60 INCHES (OR RESTRICTED DEPTH) IS HIGH. SHRINK -SWELL POTENTIAL IS LOW. THIS �J N SOIL IS NOT FLOODED. IT IS NOT PONDED. THERE IS NO ZONE OF WATER SATURATION WITHIN A `0 DEPTH OF 72 INCHES. ORGANIC MATTER CONTENT IN THE SURFACE HORIZON IS ABOUT 2 PERCENT. NONIRRIGATED LAND CAPABILITY CLASSIFICATION IS 4E. THIS SOIL DOES NOT MEET o HYDRIC CRITERIA. Z n v MAP UNIT: 91-URBAN LAND DESCRIPTION CATEGORY: GENSOIL 3 URBAN LAND: 85 PERCENT L° GENERATED BRIEF SOIL DESCRIPTIONS ARE CREATED FOR MAJOR SOIL COMPONENTS. THE URBAN n 3 I LAND IS A MISCELLANEOUS AREA. „ FOR MORE DETAILED SOILS INFORMATION, SEE THE FINAL ECS GEOTECHNICAL REPORT. E o CRITICAL AREAS N o m LOCATIONS OF "STEEPS SLOPES -MANAGED" AS IDENTIFIED ON ALBEMARLE COUNTY GIS HAVE BEEN INCLUDED 0 5 ON SHEET CV-101. C ° PERMANENT STABILIZATION Q � o PERMANENT STABILIZATION SHALL BE PROVIDED BY THE SITE CONTRACTOR AND WILL BE ACHIEVED WITH T SEEDING OR SODDING AS SHOWN ON THE LANDSCAPING PLAN SHEET FOR ALL VEGETATED AREAS. CONCRETE, - PAVEMENT, AND OTHER IMPERVIOUS SURFACES WILL STABILIZE THE REMAINDER OF THE SITE. n c a ° ° ° SOIL STOCKPILE NOTE a E NO SOIL STOCKPILES ARE ANTICIPATED FOR THIS PROJECT. HOWEVER, IF ONE IS NEEDED, AN AREA IS D DESIGNATED ON SHEETS CE-101 AND CE-102. 0 0 a `o EROSION CONTROL MEASURES � N o THE FOLLOWING EROSION CONTROL MEASURES AS SHOWN ON THE EROSION CONTROL PLAN SHEET(S) OF THE SITE PLAN WILL BE USED FOR THIS PROJECT: I � a 3.02 TEMPORARY STONE CONSTRUCTION ENTRANCE - A STABILIZED STONE PAD WITH A FILTER FABRIC E UNDERLINER WILL BE PROVIDED AT THE PRIMARY CONSTRUCTION ACCESS POINT. THE PURPOSE OF THIS a PRACTICE IS TO REDUCE THE AMOUNT OF MUD TRANSPORTED ONTO PAVED PUBLIC ROADS BY MOTOR a o VEHICLES OR RUNOFF. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WALL PREVENT TRACKING '0 3 OR FLOW OF MUD ONTO PUBLIC RIGHTS -OF -WAY. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL STONE OR THE WASHING AND REWORKING OF EXISTING STONE AS CONDITIONS DEMAND AND REPAIR AND/OR CLEANOUT OF ANY STRUCTURES USED TO TRAP SEDIMENT. ALL MATERIALS SPILLED, DROPPED, WASHED, OR TRACKED FROM VEHICLES ONTO ROADWAYS OR INTO STORM DRAINS MUST BE REMOVED IMMEDIATELY. THE USE '0 3 OF WATER TRUCKS TO REMOVE MATERIALS DROPPED, WASHED, OR TRACKED ONTO ROADWAYS WILL NOT BE n `0 h w PERMITTED UNDER ANY CIRCUMSTANCES. v 3.05 SILT FENCE - A TEMPORARY SEDIMENT BARRIER CONSISTING OF A SYNTHETIC FILTER FABRIC STRETCHED > 0 ACROSS AND ATTACHED TO SUPPORTING POSTS AND ENTRENCHED WILL BE PROVIDED AROUND MUCH OF THE J -o SITE PERIMETER AND PARALLEL TO SLOPED AREAS. THE PURPOSE OF THIS PRACTICE IS TO INTERCEPT AND DETAIN SMALL AMOUNTS OF SEDIMENT FROM DISTURBED AREAS DURING CONSTRUCTION OPERATIONS IN ORDER Y ° TO PREVENT SEDIMENT FROM LEAVING THE SITE. SILT FENCES SHALL BE INSPECTED IMMEDIATELY AFTER EACH o RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL. ANY REQUIRED REPAIRS SHALL BE MADE Y a IMMEDIATELY. CLOSE ATTENTION SHALL BE PAID TO THE REPAIR OF DAMAGED SILT FENCE RESULTING FROM a END RUNS AND UNDERCUTTING. SHOULD THE FABRIC ON A SILT FENCE DECOMPOSE OR BECOME INEFFECTIVE ° PRIOR TO THE END OF THE EXPECTED USABLE LIFE AND THE BARRIER STILL BE NECESSARY, THE FABRIC E w SHALL BE REPLACED PROMPTLY. SEDIMENT DEPOSITS SHOULD BE REMOVED AFTER EACH STORM EVENT. THEY :o n MUST BE REMOVED WHEN DEPOSITS REACH APPROXIMATELY ONE-HALF THE HEIGHT OF THE BARRIER. ANY n SEDIMENT DEPOSITS REMAINING IN PLACE AFTER THE SILT FENCE IS NO LONGER REQUIRED SHALL BE DRESSED p " y TO CONFORM WITH THE EXISTING GRADE, PREPARED AND SEEDED. 3.07 STORM DRAIN INLET PROTECTION - A SEDIMENT FILTER OR AN EXCAVATED IMPOUNDING AREA AROUND A STORM DRAIN DROP INLET OR CURB INLET WILL BE PROVIDED AT ALL INLET LOCATIONS WITHIN THE LIMITS OF `o DISTURBANCE. THE PURPOSE OF THIS PRACTICE IS TO PREVENT SEDIMENT FROM ENTERING STORM DRAINAGE y SYSTEMS PRIOR TO PERMANENT STABILIZATION OF THE DISTURBED AREA. THE STRUCTURE SHALL BE INSPECTED AFTER EACH RAIN AND REPAIRS MADE AS NEEDED. SEDIMENT SHALL BE REMOVED AND THE TRAP y RESTORED TO ITS ORIGINAL DIMENSIONS WHEN THE SEDIMENT HAS ACCUMULATED TO ONE HALF THE DESIGN DEPTH OF THE TRAP. REMOVED SEDIMENT SHALL BE DEPOSITED IN A SUITABLE AREA AND IN SUCH A MANNER _ n THAT IT WILL NOT ERODE. STRUCTURES SHALL BE REMOVED AND THE AREA STABILIZED WHEN THE REMAINING E DRAINAGE AREA HAS BEEN PROPERLY STABILIZED. v z v 3.08 CULVERT INLET PROTECTION - A SEDIMENT FILTER LOCATED AT THE INLET TO STORM SEWER CULVERTS THE PURPOSE OF THIS PRACTICE IS TO PREVENT SEDIMENT FROM ENTERING IN, ACCUMULATING IN AND BEING J o TRANSFERRED BY A CULVERT AND ASSOCIATED DRAINAGE SYSTEM PRIOR TO PERMANENT STABILIZATION OF A Q DISTURBED PROJECT AREA. IT CAN ALSO BE USED TO PROVIDE EROSION CONTROL AT CULVERT INLETS DURING THE PHASE OF A PROJECT WHERE ELEVATION AND DRAINAGE PATTERNS CHANGE, CAUSING ORIGINAL CONTROL E MEASURES TO BE INEFFECTIVE OR IN NEED OF REMOVAL. 3.09 TEMPORARY DIVERSION DIKE - AN EARTHEN BERM CONSTRUCTED ALONG A SLOPE TO DIVERT WATER INTO y c OR AWAY FROM SEDIMENT TREATMENT DEVICES. DIVERSION DIKES SERVE TO COLLECT SEDIMENT LADEN WATER - ° AND DIRECT IT TO APPROPRIATE SEDIMENT TRAPS OR BASINS, AS WELL AS TO PREVENT CLEAN OFFSITE z o WATER FROM RUNNING OVER DISTURBED AREA AND BECOMING SEDIMENT LADEN. :J c .E 3.13 SEDIMENT TRAP - A TEMPORARY PONDING AREA FORMED BY CONSTRUCTING AN EARTHEN EMBANKMENT r WITH A STONE OUTLET. THE PURPOSE IS TO DETAIN SEDIMENT -LADEN RUNOFF FROM SMALL DISTURBED AREAS LONG ENOUGH TO ALLOW THE MAJORITY OF THE SEDIMENT TO SETTLE OUT. n ^ 3.31 TEMPORARY SEEDING - THE ESTABLISHMENT OF A TEMPORARY VEGETATIVE COVER ON DISTURBED AREAS y BY SEEDING WITH APPROPRIATE RAPIDLY GROWING ANNUAL PLANTS WILL BE PROVIDED ON ALL DISTURBED a AREAS THAT WILL NOT BE BROUGHT TO FINAL GRADE WITHIN 14 DAYS. TEMPORARY SEEDING SHALL BE C APPLIED WITHIN SEVEN DAYS TO DENUDED AREAS THAT MAY NOT BE AT FINAL GRADE BUT WILL REMAIN o .N' LONGER THAN 14 DAYS AS PER MS-1. THE PURPOSE OF THIS PRACTICE IS TO PROVIDE PROTECTION TO BARE o SOILS EXPOSED DURING CONSTRUCTION UNTIL PERMANENT VEGETATION OR OTHER EROSION CONTROL MEASURES J CAN BE ESTABLISHED. 0 0 Y 3.32 PERMANENT SEEDING - THE ESTABLISHMENT OF PERENNIAL VEGETATIVE COVER ON DISTURBED AREAS BY Y a PLANTING SEED WILL BE PROVIDED AS SHOWN ON THE LANDSCAPING PLAN. PERMANENT SEEDING SHALL BE °d APPLIED TO DENUDED AREAS WITHIN SEVEN DAYS AFTER FINAL GRADE IS REACHED AS PER MS-1. THE `o PURPOSE OF THIS PRACTICE IS TO REDUCE EROSION AND DECREASE SEDIMENT YIELD FROM DISTURBED AREAS a AND TO PERMANENTLY STABILIZE DISTURBED AREAS IN A MANNER THAT IS ECONOMICAL, ADAPTABLE TO SITE L s CONDITIONS, AND ALLOWS SELECTION OF THE MOST APPROPRIATE PLANT MATERIALS. n " 3 3.36 SOIL STABILIZATION BLANKET AND MATTING - TO BE INSTALLED AS DENOTED ON THE PLANS. THE t PURPOSE IS TO AID IN CONTROLLING EROSION ON CRITICAL AREAS BY PROVIDING A MICROCUMATE WHICH o s PROTECTS YOUNG VEGETATION AND PROMOTES ITS ESTABLISHMENT. J 0 3.38 TREE PROTECTION: PROTECTION OF DESIRABLE TREES FROM MECHANICAL AND OTHER INJURY DURING LAND DISTURBING AND CONSTRUCTION ACTIVITY. ENSURE THE SURVIVAL OF DESIRABLE TREES WHERE THEY ° n WILL BE EFFECTIVE FOR EROSION AND SEDIMENT CONTROL, WATERSHED PROTECTION, LANDSCAPE BEAUTIFICATION, DUST AND POLLUTION CONTROL, NOISE REDUCTION, SHADE AND OTHER ENVIRONMENTAL m BENEFITS WHILE THE LAND IS BEING CONVERTED FROM FOREST TO URBAN -TYPE USES. ° 0 o i PERMANENT STABILIZATION PERMANENT STABILIZATION WILL BE ACHIEVED WITH SODDING AND SEEDING AS SHOWN ON THE LANDSCAPING AND PHASE II EROSION CONTROL PLAN SHEETS OF THE SITE PLAN FOR ALL VEGETATED AREAS. CONCRETE, PAVEMENT, AND OTHER IMPERVIOUS SURFACES WILL STABILIZE THE REMAINDER OF THE SITE. MAINTENANCE BETWEEN THE TIME THE EROSION CONTROL PLAN IS IMPLEMENTED AND FINAL SITE STABILIZATION IS ACHIEVED, ALL DISTURBED AREAS AND EROSION CONTROLS MUST BE INSPECTED NOT LESS THAN ONCE EERY SEEN (7) CALENDAR DAYS AND WITHIN FORTY-EIGHT (48) HOURS FOLLOWING A RUNOFF PRODUCING RAINFALL EVENT. EXAMPLES OF PARTICULAR ITEMS TO BE EVALUATED DURING SITE INSPECTIONS ARE LISTED BELOW. THIS LIST IS NOT INTENDED TO BE COMPREHENSIVE. DURING EACH INSPECTION, EACH INSPECTOR MUST EVALUATE OVERALL EROSION CONTROL SYSTEM PERFORMANCE, AS WELL AS THE EFFECTIVENESS OF SYSTEM COMPONENTS. ADDITIONAL FACTORS SHOULD BE CONSIDERED AS APPROPRIATE TO THE CIRCUMSTANCES. • LOCATIONS WHERE VEHICLES ENTER AND EXIT THE SITE MUST BE INSPECTED FOR EVIDENCE OF OFF -SITE SEDIMENT TRACKING. A STABILIZED CONSTRUCTION ENTRANCE WILL BE CONSTRUCTED WHERE VEHICLES ENTER AND EXIT. THIS ENTRANCE WILL BE MAINTAINED OR SUPPLEMENTED AS NECESSARY TO PREVENT SEDIMENT FROM LEAVING THE SITE ON VEHICLES. SEDIMENT TRACKED ONTO PUBLIC ROADWAYS MUST BE SHOVELED OR SWEPT FROM THE ROADWAY AND RE -DEPOSITED ON SITE IN A MANNER THAT MINIMIZES ITS OFFSITE RELEASE POTENTIAL. • SEDIMENT BARRIERS MUST BE INSPECTED AND, IF NECESSARY, THEY MUST BE ENLARGED OR CLEANED IN ORDER TO PROVIDE ADDITIONAL CAPACITY. ALL MATERIAL EXCAVATED FROM BEHIND SEDIMENT BARRIERS SHALL BE STOCKPILED ON THE UP SLOPE SIDE OF THE BARRIER. ADDITIONAL SEDIMENT BARRIERS MUST BE CONSTRUCTED AS NEEDED. • INSPECTIONS WILL EVALUATE DISTURBED AREAS AND AREAS USED FOR STORING MATERIALS THAT ARE EXPOSED TO RAINFALL FOR EVIDENCE OF, OR THE POTENTIAL FOR, POLLUTANTS ENTERING THE DRAINAGE SYSTEM. IF NECESSARY, THE MATERIALS MUST BE COVERED OR ORIGINAL COVERS MUST BE REPAIRED OR SUPPLEMENTED. ALSO, PROTECTIVE BERMS MUST BE CONSTRUCTED, IF NEEDED, IN ORDER TO CONTAIN RUNOFF FROM MATERIAL STORAGE AREAS. • GRASSED AREAS WILL BE INSPECTED TO CONFIRM THAT A HEALTHY STAND OF GRASS IS MAINTAINED. THE SITE HAS ACHIEVED FINAL STABILIZATION WHEN TURF GRASS COVER PROVIDES PERMANENT STABILIZATION OF THE SOIL SURFACE EXCLUSIVE OF AREAS THAT HAVE BEEN PAVED OR COVERED BY BUILDING(S). PERMANENT STABILIZATION IS NOT CONSIDERED ESTABLISHED UNTIL A GROUND COVER IS ACHIEVED THAT IS UNIFORM, MATURE ENOUGH TO SURVIVE AND WILL INHIBIT EROSION. • ALL DISCHARGE POINTS MUST BE INSPECTED TO DETERMINE WHETHER EROSION CONTROL MEASURES ARE EFFECTIVE IN PREVENTING IMPACTS TO RECEIVING WATERS. BASED UPON THE RESULTS OF THE INSPECTIONS, EACH EROSION AND SEDIMENT CONTROL MEASURE SHALL BE REPAIRED AND/OR MAINTAINED IN ACCORDANCE WITH THE MAINTENANCE REQUIREMENTS SPECIFIED IN THE CORRESPONDING SECTION OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK. THE CONTRACTOR SHALL MAINTAIN A COPY OF THIS HANDBOOK ON SITE AT ALL TIMES DURING CONSTRUCTION. TEMPORARY SEEDING REQUIREMENTS TABLE 3.31-B (Revised June 2003) TEMPORARY SEEDING SPECIFICATIONS QUICK REFERENCE FOR ALL REGIONS SEED APPLICATION DATES SPECIES APPLICATION RATES Sept. 1 - Feb. 15 50/50 Mix of Annual Ryegrass (lolium multi- forum) & Cereal (Winter) Rye (Secale cereale) 50 -100 (Ibs/acre) Feb. 16 - Apr. 30 Annual Ryegrass (lolium multi-florum) 60 - 100 (Ibs/acre) May 1 - Aug. 31 lGerman Millet 50 (Ibs/acre) FERTILIZER & LIME Apply 10-10-10 fertilizer at a rate of 450 Ibs. / acre (or 10 Ibs. / 1,000 sq. ft.) Apply Pulverized Agricultural Limestone at a rate of 2 tons/acre (or 90 Ibs. / 1,000 sq. ft.) 1 - A soil test is necessary to determine the actual amount of lime required to adjust the soil pH of site. 2 - Incorporate the lime and fertilizer into the top 4 - 6 inches of the soil by disking or by other means. 3 - When applying Slowly Available Nitrogen, use rates available in Erosion & Sediment Control Technil # 4, 2003 Nutrient Management for Development Sites at http://www.dcr.state.va.us/sw/e&s.htm#pubs TABLE 3.32-D (Revised June 2003) PERMANENT SEEDING SPECIFICATIONS FOR PIEDMONT AREA SEED' LAND USE SPECIES APPLICATION PER ACRE Tall Fescue' 95-1007 Minimum Care Lawn Perennial Ryegrass 0-5% (Commercial or Residential) Kentucky Bluegrass' 0-5% TOTAL: 175-200 Ibs. High -Maintenance Lawn Tall Fescue' TOTAL: 200-250 Ibs. Tall Fescue' 128 Ibs. General Slope (3:1 or less) Red Top Grass or Creeping Red Fescue Seasonal Nurse Crop2 2 Ibs. 20 Ibs. TOTAL: 150 Ibs. Tall Fescue' 108 Ibs. Low -Maintenance Slope Red Top Grass or Creeping Red Fescue Seasonal Nurse Crop2 2 Ibs. 20lbs. (Steeper than 3: 1) Crownvetch3 20 Ibs. TOTAL: 150 Ibs. 1 - When selecting varieties of turfgrass, use the Virginia Crop Improvement Association (VCIA) recommended turfgrass variety list. Quality seed will bear a label indicating that they are approved by VCIA. A current turfgrass variety list is available at the local County Extension office or through VCIA at 804-746-4884 or at htt ://sudan.cses.vt.edu/htmirrurf/turf/ ublications/ ublications2.htmi 2 - Use seasonal nurse crop in accordance with seeding dates as stated below: February 16th - April ............................... Annual Rye May 1st -August 15th ........................... Foxtail Millet August 16th - October ...... Annual Rye November - February 15th ....................... Winter Rye 3 - Substitute Sericea lespedeza for Crownvetch east of Farmville, VA (May through September use hulled seed all other periods, use unhulled Sericea). If Flatpea is used, increase rate to 30 Ibs./acre. If Weeping Lovegrass is used, include in any slope or low maintenance mixture during warmer seeding periods, increase to 30 -40 FERTILIZER & LIME Apply 10-20-10 fertilizer at a rate of 500 Ibs. / acre (or 12 Ibs. 11,000 sq. ft.) Apply Pulverized Agricultural Limestone at a rate of 2 tons/acre (or 90 Ibs. / 1,000 sq. ft.) - A soil test is necessary to determine the actual amount of lime required to adjust the soil pH of site. - Incorporate the lime and fertilizer into the to 4 - 6 inches of the soil b disking or other means. p p Y 9 Y - When applying Slowly Available Nitrogen, use rates available in Erosion & Sediment Control Technic # 4, 2003 Nutrient Management for Development Sites at hdp:/Iwww.der.state.va.us/sw/e&s.htm#pubs SEDIMENT TRAPS Wet Storage Dry Storage E E N O U 0 0 E O o; N m o 0 N m L N O >i 0 rn a -13) o 0 a �.0 0 o a ° N 0-0 E�} E :9 0 _0 o E � E -o � 2> J W a°'i -' a .� o -0 .� m C x LO O 7 7 7'> >> .- 7 7 7'> > Nu O( °° a Q a �J E.... F O N O = 0 0 7 N O 3 6 0 7 4) a- LJ O_ LEI a Q Hof �d� w ��� �m� w O 1 1.40 93.8 99.4 453.50 93.8 97.1 456.00 8 450.00 456.00 6 APPROX. 100' X 30' ENDWALL // �I-rt7----- TOE OF FILL - If CULVERT 1 10 1 1 _ � I SILT FENCE - --I-- TOE OF FILL ISTANCE IS 6' ....NIMUM IF FLOW IS TOWARD EMBANKMENT OPTIONAL STONE COMBINATION" 1.0�- ' _ I -1.5' I N n FLU C1 CLASS I RIPRAP **VDOT #3, #357, OR #5 COARSE AGGREGATE TO REPLACE SILT FENCE IN "HORSESHOE" WHEN HIGH VELOCITY OF FLOW IS EXPECTED SOURCE:VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK 3.08-1 CULVERT INLET PROTECTION FLOW PLAN *TO BE PLACED IN LOW SPOTS ALONG SILT FENCE SILT FENCE OVERFLOW DETAIL OUTLET CROSS-SECTION VARIABLE* i 1.0 1 . , EXISTING GROUND ELEVATION a **COARSE AGGREGATE SHALL BE VDOT #3, #357, OR #5 EXISTING DRY STORAGE GROUND WET STORAGE ELEVATION CLASS I RIP RAP FILTER FABRIC COARSE AGGREGATE** HEIGHT OF EMBANKMENT (FEET) OUTLET (PERSPECTIVE VIEWS LENGTHI W 6 X DRAT A EAREAFEE(IN AC.) ti } Y EXCAVATED AREA , ij MAX. DEPTH: 4' H Ho W / 1.5 0.5 2.0 COARSE AGGREGATE": / � � / 2.0 1.0 2.0 ( FIL 2.5 1.5 2.5 ABRIC 3.0 2.0 2.5 f 3.5 2.5 3.0 EXCAVATED AREA 4.0 3.0 3.0 4.5 3.5 4.0 TEMPORARY SEDIMENT TRAP STONE I �N; CONSTRUCTION I--'' -J AC_S 33"=SM-.2A AS'HALT110P. COURSE' 7% PAVEMENT -5" MIN. 21A AGGREGATE BASE ��FI LE STONE-- 70' MINI. CONSTRUCTION ASPHALT -PAVED ACCESS WASHRACKJ EXISTING 2% r 2% PAVEMENT -ma's L2% 12' MN.;] 'MUST EXTEND FULLi WIDTH' � POSITIVE DRAINAGE E OF INGRESS LAND, EGRESS CnDF OPERATION(TRAPPINGDEVICE; 12 AAIN;- POSITIVEDRAINAGE') TO SEDIMENT IRA -PING ]DE�ICE FILTER CLOTH-"- SECTh Al_ntuiitntun water tap ofPinch mustbe histalled wide a ummmun:l etch ballcock sWiittoff vilve s1lp�yvig a w'asliTiose wtdi a diametek p 1 �cheH&x_p&equate l (constant presstue -Wash wateFmust be carried away from the enbrapce to amp approved setdurs area to remove sediment. All seduueut shall be prevented from etttelvtR Stalin draurs, ditches or watercourses', PAVED L WASH IRACKL NO SCA_E - COMPACTED SOIL FLOW SIDE SLOPES MUST BE 1.5:1 OR FLATTER TEMPORARY OR PERMANENT SEEDING AND MULCH MUST BE APPLIED IMMEDIATELY UPON CONSTRUCTION TEMPORARY DIVERSION DIKE CORRECT METHODS OF TREE FENCING v v� TREE PROTECTION CORRECT TRUNK ARMORING SOURCE: VIRGINIA EROSION AND SEDIMENT J a M m D w 0r m m z O_ Q � 0 w O K m Ld O -Izl O M N r� N LZQ z< 0 Vo LL1z QO U N C) 0(-) DO �E D3 p 0 a o z af Z N co z-0m r o7 J o_N � 0 W w0O3 Y YJ N3 0 N� O00 0 , RYAN PERKINS Lic. No. 046565 II/19/2m1 ) z m :E m O O N 3�. O m 0 V) m � w o O00 o LIN Ln QZ I- \ Q (n m > m 0 o Q o m 0 Z Z W Y W ¢ U Q N w U Ul W O D O S U U) LLJ W F--- J_ OQ Z w U 0 W LLI 0 0 Z Q LU L.L N W Lu ~ z LU W Z Z U O r^ U LL1 V J Q LJ m J Q SHEET NUMBER CE-501 U C v 0 O 0 a 0 0 I v E Y O T a 0 0 0 3 a N 0 a 0 C O T E 0 0 0 v 0 0 O N 3 D `o i n � -J c Z � j 3 D O V y U 3 n I " � C E +n u � o L r C o c _o Q � o L � n` v a C O � a E 0 o T V � N � 3 v 0 0 L I o n s a v 0 0 0 3 O c � L � N I 3 p n `o n w h v I o J v Y N O FL Y n � a � N T L `o c y O r t - � N n - E m N o > o z v n Q E � 2 C � o z z o J C n E l lj L n a I v W � a N o C o m O v J � 0 0 Y Y a � v n ° C O L 5 n 5 � 3 L J � 0 E ° c .. 0 n E In � 0 p o or WIRE SCREEN 1 -CURB INLET 4� R.•.,-raw... RUNOFF WATER WITH SEDIMENT OVERFLOW��- FILTERED WATER SEDIMENT WIRE SCREEN CURB INLET 2"X4" WOOD STUD SPECIAL APPLICATION: THIS METHOD OF INLET PROTECTION IS APPLICABLE AT CURB INLETS WHERE AN OVERFLOW CAPABILITY IS NECESSARY TO PREVENT EXCESSIVE PONDING IN FRONT OF THE STRUCTURE. 'GRAVEL SHALL BE VDOT #3, #357, OR #5 COARSE AGGREGATE BLOCK AND GRAVEL CURB INLET SEDIMENT FILTER WIRE SCREEN RUNOFF WATER WITH SEDIMENT CONCRETE BLOCK M f•J fw.�.�J :; wq•.J w.�,�.S:.y AZK'SL: DROP INLET WITH GATE SEDIMENT SPECIAL APPLICATION: THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE HEAVY FLOWS ARE EXPECTED WHERE AN OVERFLOW CAPACITY IS NECESSARY TO PREVENT EXCE PONDING AROUND THE STRUCTURE. 'GRAVEL SHALL BE VDOT #3, #357, OR #5 COARSE AGGREGATE BLOCK AND GRAVEL DROP INLET SEDIMENT FILTER SOIL STABILIZATION MATS SHOULD BE INSTALLED VERTICALLY DOWNSLOPE FOR BEST RESULTS. Q MAINTAIN SLOPE ANGLE SLOPE LINING (WET SLOPE) TREATMENT-2 POLYPROPELYNE NON -WOVEN (NEEDLE PUNCHED) GEOTEXTILE FILTER CLOTH (BEHIND TREATMENT-2) SOIL BOTTOM OF CUT SLOPE �a NOTE: SLOPE SURFACE Q SHALL BE SMOOTH AND Q FREE OF ROCKS, LUMPS OF DIRT, GRASS AND STICKS. MAT SHALL BE PLACED FLAT ON SURFACE FOR PROPER SOIL CONTACT. 4' z' DIRT SHALL BE TAMPERED PRIOR TO LAYING TOP LAP OVER BERM TRENCH INTO BERM AND PROGRESS DOWNSLOPE SLOPE LINING (DRY SLOPE)_ F\�10 E SOU�F R, TREATMENT-2 `PO BOTTOM OF FILL SLOPE BOTTOM OF CUT SLOPE SOIL STABILIZATION MATTING 4' OR SHOULDER BREAK POINT TOP OF CUT SLOPE MS-19 MINIMUM STANDARDS MS-1 PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO DENUDED AREAS WITHIN SEVEN DAYS AFTER FINAL GRADE IS REACHED ON ANY PORTION OF THE SITE. TEMPORARY SOIL STABILIZATION SHALL BE APPLIED WITHIN SEVEN DAYS TO DENUDED AREAS THAT MAY NOT BE AT FINAL GRADE BUT WILL REMAIN DORMANT FOR LONGER THAN 14 DAYS. PERMANENT STABILIZATION SHALL BE APPLIED TO AREAS THAT ARE TO BE LEFT DORMANT FOR MORE THAN ONE YEAR. MS-2 DURING CONSTRUCTION OF THE PROJECT, SOIL STOCK PILES AND BORROW AREAS SHALL BE STABILIZED OR PROTECTED WITH SEDIMENT TRAPPING MEASURES. THE APPLICANT IS RESPONSIBLE FOR THE TEMPORARY PROTECTION AND PERMANENT STABILIZATION OF ALL SOIL STOCKPILES ON SITE AS WELL AS BORROW AREAS AND SOIL INTENTIONALLY TRANSPORTED FROM THE PROJECT SITE. MS-3 A PERMANENT VEGETATIVE COVER SHALL BE ESTABLISHED ON DENUDED AREAS NOT OTHERWISE PERMANENTLY STABILIZED. PERMANENT VEGETATION SHALL NOT BE CONSIDERED ESTABLISHED UNTIL A GROUND COVER IS ACHIEVED THAT IS UNIFORM, MATURE ENOUGH TO SURVIVE AND WILL INHIBIT EROSION. MS-4 SEDIMENT BASINS AND TRAPS PERIMETER DIKES SEDIMENT BARRIERS AND OTHER MEASURES INTENDED TO TRAP SEDIMENT SHALL BE CONSTRUCTED AS A FIRST STEP IN ANY LAND —DISTURBING ACTIVITY AND SHALL BE MADE FUNCTIONAL BEFORE UPSLOPE LAND DISTURBANCE TAKES PLACE. MS-5 STABILIZATION MEASURES SHALL BE APPLIED TO EARTHEN STRUCTURES SUCH AS DAMS, DIKES AND DIVERSIONS IMMEDIATELY AFTER INSTALLATION. MS-6 SEDIMENT TRAPS AND SEDIMENT BASINS SHALL BE DESIGNED AND CONSTRUCTED BASED UPON THE TOTAL DRAINAGE AREA TO BE SERVED BY THE TRAP OR BASIN. MS-7 CUT AND FILL SLOPES SHALL BE DESIGNED AND CONSTRUCTED IN A MANNER THAT WILL MINIMIZE EROSION. SLOPES THAT ARE FOUND TO BE ERODING EXCESSIVELY WITHIN ONE YEAR OF PERMANENT STABILIZATION SHALL BE PROVIDED WITH ADDITIONAL SLOPE STABILIZING MEASURES UNTIL THE PROBLEM IS CORRECTED. MS-8 CONCENTRATED RUNOFF SHALL NOT FLOW DOWN CUT OR FILL SLOPES UNLESS CONTAINED WITHIN AN ADEQUATE TEMPORARY OR PERMANENT CHANNEL, FLUME OR SLOPE DRAIN STRUCTURE. MS-9 WHENEVER WATER SEEPS FROM A SLOPE FACE, ADEQUATE DRAINAGE OR OTHER PROTECTION SHALL BE PROVIDED. MS-10 ALL STORM SEWER INLETS THAT ARE MADE OPERABLE DURING CONSTRUCTION SHALL BE PROTECTED SO THAT SEDIMENT —LADEN WATER CANNOT ENTER THE CONVEYANCE SYSTEM WITHOUT FIRST BEING FILTERED OR OTHERWISE TREATED TO REMOVE SEDIMENT. MS-11 BEFORE NEWLY CONSTRUCTED STORMWATER CONVEYANCE CHANNELS OR PIPES ARE MADE OPERATIONAL, ADEQUATE OUTLET PROTECTION AND ANY REQUIRED TEMPORARY OR PERMANENT CHANNEL LINING SHALL BE INSTALLED IN BOTH THE CONVEYANCE CHANNEL AND RECEIVING CHANNEL. MS-12 WHEN WORK IN A LIVE WATERCOURSE IS PERFORMED, PRECAUTIONS SHALL BE TAKEN TO MINIMIZE ENCROACHMENT, CONTROL SEDIMENT TRANSPORT AND STABILIZE THE WORK AREA TO THE GREATEST EXTENT POSSIBLE DURING CONSTRUCTION. NONERODIBLE MATERIAL SHALL BE USED FOR THE CONSTRUCTION OF CAUSEWAYS AND COFFERDAMS. EARTHEN FILL MAY BE USED FOR THESE STRUCTURES IF ARMORED BY NONERODIBLE COVER MATERIALS. MS-13 WHEN A LIVE WATERCOURSE MUST BE CROSSED BY CONSTRUCTION VEHICLES MORE THAN TWICE IN ANY SIX—MONTH PERIOD, A TEMPORARY VEHICULAR STREAM CROSSING CONSTRUCTED OF NONERODIBLE MATERIAL SHALL BE PROVIDED. MS-14 ALL APPLICABLE FEDERAL, STATE AND LOCAL REQUIREMENTS PERTAINING TO WORKING IN OR CROSSING LIVE WATERCOURSES SHALL BE MET. MS-15 THE BED AND BANKS OF A WATERCOURSE SHALL BE STABILIZED IMMEDIATELY AFTER WORK IN THE WATERCOURSE IS COMPLETED. MS-16 UNDERGROUND UTILITY LINES SHALL BE INSTALLED IN ACCORDANCE WITH THE FOLLOWING STANDARDS IN ADDITION TO OTHER APPLICABLE CRITERIA: A. NO MORE THAN 500 LINEAR FEET OF TRENCH MAY BE OPENED AT ONE TIME. B. EXCAVATED MATERIAL SHALL BE PLACED ON THE UPHILL SIDE OF TRENCHES. C. EFFLUENT FROM DEWATERING OPERATIONS SHALL BE FILTERED OR PASSED THROUGH AN APPROVED SEDIMENT TRAPPING DEVICE, OR BOTH, AND DISCHARGED IN A MANNER THAT DOES NOT ADVERSELY AFFECT FLOWING STREAMS OR OFF —SITE PROPERTY. D. MATERIAL USED FOR BACKFILLING TRENCHES SHALL BE PROPERLY COMPACTED IN ORDER TO MINIMIZE EROSION AND PROMOTE STABILIZATION. E. RESTABILIZATION SHALL BE ACCOMPLISHED IN ACCORDANCE WITH THIS CHAPTER. F. APPLICABLE SAFETY REQUIREMENTS SHALL BE COMPLIED WITH. MS-17 WHERE CONSTRUCTION VEHICLE ACCESS ROUTES INTERSECT PAVED OR PUBLIC ROADS, PROVISIONS SHALL BE MADE TO MINIMIZE THE TRANSPORT OF SEDIMENT BY VEHICULAR TRACKING ONTO THE PAVED SURFACE. WHERE SEDIMENT IS TRANSPORTED ONTO A PAVED OR PUBLIC ROAD SURFACE, THE ROAD SURFACE SHALL BE CLEANED THOROUGHLY AT THE END OF EACH DAY. SEDIMENT SHALL BE REMOVED FROM THE ROADS BY SHOVELING OR SWEEPING AND TRANSPORTED TO A SEDIMENT CONTROL DISPOSAL AREA. STREET WASHING SHALL BE ALLOWED ONLY AFTER SEDIMENT IS REMOVED IN THIS MANNER. THIS PROVISION SHALL APPLY TO INDIVIDUAL DEVELOPMENT LOTS AS WELL AS TO LARGER LAND —DISTURBING ACTIVITIES. MS-18 ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS AFTER FINAL SITE STABILIZATION OR AFTER THE TEMPORARY MEASURES ARE NO LONGER NEEDED, UNLESS OTHERWISE AUTHORIZED BY THE VESCP AUTHORITY. TRAPPED SEDIMENT AND THE DISTURBED SOIL AREAS RESULTING FROM THE DISPOSITION OF TEMPORARY MEASURES SHALL BE PERMANENTLY STABILIZED TO PREVENT FURTHER EROSION AND SEDIMENTATION. MS-19 PROPERTIES AND WATERWAYS DOWNSTREAM FROM DEVELOPMENT SITES SHALL BE PROTECTED FROM SEDIMENT DEPOSITION, EROSION AND DAMAGE DUE TO INCREASES IN VOLUME, VELOCITY AND PEAK FLOW RATE OF STORMWATER RUNOFF FOR THE STATED FREQUENCY STORM OF 24—HOUR DURATION IN ACCORDANCE WITH THE FOLLOWING STANDARDS AND CRITERIA. STREAM RESTORATION AND RELOCATION PROJECTS THAT INCORPORATE NATURAL CHANNEL DESIGN CONCEPTS ARE NOT MAN—MADE CHANNELS AND SHALL BE EXEMPT FROM ANY FLOW RATE CAPACITY AND VELOCITY REQUIREMENTS FOR NATURAL OR MAN—MADE CHANNELS: A. CONCENTRATED STORMWATER RUNOFF LEAVING A DEVELOPMENT SITE SHALL BE DISCHARGED DIRECTLY INTO AN ADEQUATE NATURAL OR MAN—MADE RECEIVING CHANNEL, PIPE OR STORM SEWER SYSTEM. FOR THOSE SITES WHERE RUNOFF IS DISCHARGED INTO A PIPE OR PIPE SYSTEM, DOWNSTREAM STABILITY ANALYSES AT THE OUTFALL OF THE PIPE OR PIPE SYSTEM SHALL BE PERFORMED. B. ADEQUACY OF ALL CHANNELS AND PIPES SHALL BE VERIFIED IN THE FOLLOWING MANNER: (1) THE APPLICANT SHALL DEMONSTRATE THAT THE TOTAL DRAINAGE AREA TO THE POINT OF ANALYSIS WITHIN THE CHANNEL IS ONE HUNDRED TIMES GREATER THAN THE CONTRIBUTING DRAINAGE AREA OF THE PROJECT IN QUESTION; OR (2)(A) NATURAL CHANNELS SHALL BE ANALYZED BY THE USE OF A TWO—YEAR STORM TO VERIFY THAT STORMWATER WILL NOT OVERTOP CHANNEL BANKS NOR CAUSE EROSION OF CHANNEL BED OR BANKS. (B) ALL PREVIOUSLY CONSTRUCTED MAN—MADE CHANNELS SHALL BE ANALYZED BY THE USE OF A TEN—YEAR STORM TO VERIFY THAT STORMWATER WILL NOT OVERTOP ITS BANKS AND BY THE USE OF A TWO—YEAR STORM TO DEMONSTRATE THAT STORMWATER WILL NOT CAUSE EROSION OF CHANNEL BED OR BANKS; AND (C) PIPES AND STORM SEWER SYSTEMS SHALL BE ANALYZED BY THE USE OF A TEN—YEAR STORM TO VERIFY THAT STORMWATER WILL BE CONTAINED WITHIN THE PIPE OR SYSTEM. C. IF EXISTING NATURAL RECEIVING CHANNELS OR PREVIOUSLY CONSTRUCTED MAN—MADE CHANNELS OR PIPES ARE NOT ADEQUATE, THE APPLICANT SHALL: (1) IMPROVE THE CHANNELS TO A CONDITION WHERE A TEN—YEAR STORM WILL NOT OVERTOP THE BANKS AND A TWO—YEAR STORM WILL NOT CAUSE EROSION TO CHANNEL THE BED OR BANKS; OR (2) IMPROVE THE PIPE OR PIPE SYSTEM TO A CONDITION WHERE THE TEN—YEAR STORM IS CONTAINED WITHIN THE APPURTENANCES; (3) DEVELOP A SITE DESIGN THAT WILL NOT CAUSE THE PRE —DEVELOPMENT PEAK RUNOFF RATE FROM A TWO—YEAR STORM TO INCREASE WHEN RUNOFF OUTFALLS INTO A NATURAL CHANNEL OR WILL NOT CAUSE THE PREDEVELOPMENT PEAK RUNOFF RATE FROM A TEN—YEAR STORM TO INCREASE WHEN RUNOFF OUTFALLS INTO A MANMADE CHANNEL; OR (4) PROVIDE A COMBINATION OF CHANNEL IMPROVEMENT, STORMWATER DETENTION OR OTHER MEASURES WHICH IS SATISFACTORY TO THE VESCP AUTHORITY TO PREVENT DOWNSTREAM EROSION. D. THE APPLICANT SHALL PROVIDE EVIDENCE OF PERMISSION TO MAKE THE IMPROVEMENTS. E. ALL HYDROLOGIC ANALYSES SHALL BE BASED ON THE EXISTING WATERSHED CHARACTERISTICS AND THE ULTIMATE DEVELOPMENT CONDITION OF THE SUBJECT PROJECT. MS-19 MINIMUM STANDARDS (CONT F. IF THE APPLICANT CHOOSES AN OPTION THAT INCLUDES STORMWATER DETENTION, HE SHALL OBTAIN APPROVAL FROM THE VESCP OF A PLAN FOR MAINTENANCE OF THE DETENTION FACILITIES. THE PLAN SHALL SET FORTH THE MAINTENANCE REQUIREMENTS OF THE FACILITY AND THE PERSON RESPONSIBLE FOR PERFORMING THE MAINTENANCE. G. OUTFALL FROM A DETENTION FACILITY SHALL BE DISCHARGED TO A RECEIVING CHANNEL, AND ENERGY DISSIPATORS SHALL BE PLACED AT THE OUTFALL OF ALL DETENTION FACILITIES AS NECESSARY TO PROVIDE A STABILIZED TRANSITION FROM THE FACILITY TO THE RECEIVING CHANNEL. H. ALL ON —SITE CHANNELS MUST BE VERIFIED TO BE ADEQUATE. I. INCREASED VOLUMES OF SHEET FLOWS THAT MAY CAUSE EROSION OR SEDIMENTATION ON ADJACENT PROPERTY SHALL BE DIVERTED TO A STABLE OUTLET, ADEQUATE CHANNEL, PIPE OR PIPE SYSTEM, OR TO A DETENTION FACILITY. J. IN APPLYING THESE STORMWATER MANAGEMENT CRITERIA, INDIVIDUAL LOTS OR PARCELS IN A RESIDENTIAL, COMMERCIAL OR INDUSTRIAL DEVELOPMENT SHALL NOT BE CONSIDERED TO BE SEPARATE DEVELOPMENT PROJECTS. INSTEAD, THE DEVELOPMENT, AS A WHOLE, SHALL BE CONSIDERED TO BE A SINGLE DEVELOPMENT PROJECT. HYDROLOGIC PARAMETERS THAT REFLECT THE ULTIMATE DEVELOPMENT CONDITION SHALL BE USED IN ALL ENGINEERING CALCULATIONS. K. ALL MEASURES USED TO PROTECT PROPERTIES AND WATERWAYS SHALL BE EMPLOYED IN A MANNER WHICH MINIMIZES IMPACTS ON THE PHYSICAL, CHEMICAL AND BIOLOGICAL INTEGRITY OF RIVERS, STREAMS AND OTHER WATERS OF THE STATE. L. ANY PLAN APPROVED PRIOR TO JULY 1, 2014, THAT PROVIDES FOR STORMWATER MANAGEMENT THAT ADDRESSES ANY FLOW RATE CAPACITY AND VELOCITY REQUIREMENTS FOR NATURAL OR MAN—MADE CHANNELS SHALL SATISFY THE FLOW RATE CAPACITY AND VELOCITY REQUIREMENTS FOR NATURAL OR MAN—MADE CHANNELS IF THE PRACTICES ARE DESIGNED TO (1) DETAIN THE WATER QUALITY VOLUME AND TO RELEASE IT OVER 48 HOURS; (II) DETAIN AND RELEASE OVER A 24—HOUR PERIOD THE EXPECTED RAINFALL RESULTING FROM THE ONE YEAR, 24—HOUR STORM; AND (III) REDUCE THE ALLOWABLE PEAK FLOW RATE RESULTING FROM THE 1.5, 2, AND 10—YEAR, 24—HOUR STORMS TO A LEVEL THAT IS LESS THAN OR EQUAL TO THE PEAK FLOW RATE FROM THE SITE ASSUMING IT WAS IN A GOOD FORESTED CONDITION, ACHIEVED THROUGH MULTIPLICATION OF THE FORESTED PEAK FLOW RATE BY A REDUCTION FACTOR THAT IS EQUAL TO THE RUNOFF VOLUME FROM THE SITE WHEN IT WAS IN A GOOD FORESTED CONDITION DIVIDED BY THE RUNOFF VOLUME FROM THE SITE IN ITS PROPOSED CONDITION, AND SHALL BE EXEMPT FROM ANY FLOW RATE CAPACITY AND VELOCITY REQUIREMENTS FOR NATURAL OR MAN—MADE CHANNELS AS DEFINED IN ANY REGULATIONS PROMULGATED PURSUANT TO § 62.1-44.15:54 OR 62.1-44.15:65 OF THE ACT. M. FOR PLANS APPROVED ON AND AFTER JULY 1, 2014, THE FLOW RATE CAPACITY AND VELOCITY REQUIREMENTS OF § 62.1-44.15:52 A OF THE ACT AND THIS SUBSECTION SHALL BE SATISFIED BY COMPLIANCE WITH WATER QUANTITY REQUIREMENTS IN THE STORMWATER MANAGEMENT ACT 62.1-44.15:24 ET SE . OF THE CODE OF Q Q (§ Q VIRGINIA) AND ATTENDANT REGULATIONS, UNLESS SUCH LAND —DISTURBING ACTIVITIES ARE IN ACCORDANCE WITH 9VAC25-870-48 OF THE VIRGINIA STORMWATER MANAGEMENT PROGRAM (VSMP) PERMIT REGULATIONS. N. COMPLIANCE WITH THE WATER QUANTITY MINIMUM STANDARDS SET OUT IN 9VAC25-870-66 OF THE VIRGINIA STORMWATER MANAGEMENT PROGRAM (VSMP) PERMIT REGULATIONS SHALL BE DEEMED TO SATISFY THE REQUIREMENTS OF MINIMUM STANDARD 19. GENERAL EROSION AND SEDIMENT CONTROL NOTES: (FROM VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK) ES-1: UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULATIONS 9VAC25-840-40 EROSION AND SEDIMENT CONTROL REGULATIONS. ES-2: THE CHESTERFIELD COUNTY ENVIRONMENTAL ENGINEER MUST BE NOTIFIED ONE WEEK PRIOR TO THE PRE —CONSTRUCTION CONFERENCE, ONE WEEK PRIOR TO THE COMMENCEMENT OF LAND DISTURBING ACTIVITY, AND ONE WEEK PRIOR TO THE FINAL INSPECTION. ES ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE FIRST STEP IN CLEARING. ES-4: A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON THE SITE AT ALL TIMES. ES-5: PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE PLANS (INCLUDING, BUT NOT LIMITED TO, OFF —SITE BORROW OR WASTE AREAS), THE CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FOR REVIEW AND APPROVAL BY THE CHESTERFIELD COUNTY ENVIRONMENTAL INSPECTOR. ES-6: THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE CHESTERFIELD COUNTY ENVIRONMENTAL INSPECTOR. ES-7: ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL STABILIZATION IS ACHIEVED. ES-8: DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED SEDIMENT TRAPPING/FILTERING DEVICE. NO CONTAMINATED EFFLUENT OR GROUNDWATER MAY BE DISCHARGED WITHOUT A SEPARATE VPDES DISCHARGE PERMIT FROM THE VIDEO. ES-9: THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES NOT LESS THAN ONCE EVERY FOURTEEN (14) CALENDAR DAYS AND WITHIN 48 HOURS FOLLOWING A RUNOFF PRODUCING RAINFALL EVENT (0.5 INCH OR GREATER RAINFALL WITHIN A 24—HOUR PERIOD). A RAIN GAUGE SHALL BE INSTALLED ON —SITE TO DETERMINE IF AN INSPECTION TRIGGERING RAINFALL EVENT HAS OCCURRED. ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY. ES-10: DUST CONTROL SHALL BE PROVIDED IN COMPLIANCE WITH APPLICABLE LOCAL AND STATE DUST CONTROL REGULATIONS. ES-11: NO SOLID MATERIALS, INCLUDING BUILDING MATERIALS, ARE ALLOWED TO BE DISCHARGED FROM THE SITE WITH STORMWATER. ALL SOLID WASTE, INCLUDING DISPOSABLE MATERIALS INCIDENTAL TO THE MAJOR CONSTRUCTION ACTIVITIES, MUST BE COLLECTED, REMOVED FROM THE SITE AND DISPOSED OF IN ACCORDANCE WITH ALL STATE AND LOCAL REGULATIONS. ES-12: ALL PERSONNEL INVOLVED WITH CONSTRUCTION ACTIVITIES MUST COMPLY WITH STATE AND LOCAL SANITARY OR SEPTIC SYSTEM REGULATIONS. TEMPORARY SANITARY FACILITIES WHERE PROVIDED AT THE SITE THROUGHOUT THE CONSTRUCTION PHASE MUST BE UTILIZED BY ALL CONSTRUCTION PERSONNEL AND SHALL BE SERVICED BY A COMMERCIAL OPERATOR WHEN PROVIDED. ES-13: NON—STORMWATER COMPONENTS OF SITE DISCHARGE MUST BE CLEAN WATER. WATER USED FOR CONSTRUCTION, WHEN USED FOR CONSTRUCTION, WHICH DISCHARGES FROM THE SITE, MUST ORIGINATE FROM A PUBLIC WATER SUPPLY OR PRIVATE WELL APPROVED BY THE VA DEPARTMENT OF HEALTH. WATER USED FOR CONSTRUCTION THAT DOES NOT ORIGINATE FROM AN APPROVED PUBLIC SUPPLY MUST NOT DISCHARGE FROM THE SITE. ES-14: MATERIALS RESULTING FROM CLEARING AND GRUBBING SHALL BE STOCKPILED UP SLOPE FROM ADEQUATE SEDIMENTATION CONTROLS OR HAULED OFF —SITE. ES-16: CHEMICALS, PAINTS, SOLVENTS, FERTILIZIERS, AND OTHER TOXIC MATERIAL MUST BE STORED IN WATERPROOF CONTAINERS. EXCEPT DURING APPLICATION, THE CONTENTS MUST BE KEPT LOCKED IN TRUCKS OR WITHIN LOCKED STORAGE FACILITIES. RUNOFF CONTAINING SUCH MATERIAL MUST BE COLLECTED, REMOVED FROM SITE, TREATED, AND DISPOSED AT AN APPROVED SOLID WASTE OR CHEMICAL DISPOSAL FACILITY. J a m m D W 0� V) m z m o_ Q m w o m V) z 0 0 M N N LZQ z, O Vo z � Qo U N 0 OU m co co r p U a o z z 00�o Q z— O m of J O_ U1 � Y WOOS _ 3: Y J N 3 0 � N •� O3: O 0 , RYAN PERKINS Lic. No. 046565 z m :E m U O N 3�. U m U V) of m w p CD w N 00 Of Lo ~ \ n mm 'm d 0 6) Q O m 0 aCD \ Z Z W Y Y W ¢ Q N w W (� CQ Z (0 Lu 0 vx/ W W Z ui L.L N W W z W W u w n/ LL J D_ Q w m J Q SHEET NUMBER CE-502 6 c m > U m SITE LEGEND N Li a GRAPHIC SCALE IN FEET o 0 15 30 60 GREENBRIER DRIVE TURN LANE + + + + + ASPHALT PAVEMENT +++++++++++++++ C O a 0 + + + + + + + ? 1"-30' J a WAWA ASPHALT PAVEMENT < E SEE SECTION ON THIS SHEET Y m O D bi y CONCRETE SIDEWALK SEE SHEET CS-501 m z m o a 5 STANDARD DUTY CONCRETE ` D� w SEE SECTION THIS SHEET °: ° < ° AA V) z o N HEAVY DUTY CONCRETE °: ° cr) SEE SECTION THIS SHEET ° a ° . w MILL AND OVERLAY d N z a / c ' VDOT STD. CG-6 0 / / ' SEE SHEET CS-502 N / / M / a SPILLING CURB/GUTTER y / �' /' SEE SHEET CS-502 Z> T Wo n / / // // QO ° / / MILL AND OVERLAY EXISTING THRU AND BIKE LANE / /' / /' v= IN � a (SEE WP-2 ON SHEET CS-501) / / ' � / cn ib o TIE INTO EX. CURB SITE PLAN NOTES �\ co QC ' Z AND GUTTER /' /� oo o ZN co / / TIE INTO E SSIDEWALK / / �' � �' 1. ALL CURB RADII ARE 5.0' UNLESS OTHERWISE NOTED. o / z- 0 w �7 m J 2. ALL DIMENSIONS ARE TO FACE OF CURB UNLESS OTHERWISE NOTED. E 8 cl�zY O�T /'' 3. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLING ALL STOP w0 0 SURFACE MOUNTED HANDRAIL / - x,---z'-----/'/ SIGNS, DIRECTIONAL SIGNS, AND STRIPING SHOWN ON THE PLANS. �■ �_� a (SEE DETAIL SHEET CS-502) i rr A R30.0' x / L tf /' Y 3 51 /N/ x / - 4. TWO COATS WHITE TRAFFIC PAINT (4" MIN. WIDTH) REQUIRED FOR N3 VDOT STD. CG-126 x R1-1 STOP SIGN WITH STRIPING � (VA) CHARLOTTESVILLE-1165 PEPSI PLACE, LLC 00 / x PAVEMENT STRIPING EXCEPT TWO COATS BLUE TRAFFIC PAINT E N� 394' -TYPE B, CLASS I, WHITE, / / (SEE SHEET CS-501) D.B. 4722 PG. 213 5 BIKE LANE STRIPING 4" WIDTH, SOLID LINE 4 x x x x / D.B. 2359 PG. 589 (PLAT) SHALL BE USED FOR ACCESSIBLE PARKING AREA (18" LETTERS, 2" ■ p� z .y (SEE PM-6 DETAIL SHEET CS-503). x x k x x x / D.B. ko�OFty PARCEL ID: 061 WO-02-00-002BO PAINT STROKE). 0 Q TYPE B, CLASS I, WHITE, x x x x x \Q. �p ZONED: C-1 COMMERCIAL o i - _ELONGATED ARROW (TYP.) x x x x x ENTRY/EXIT DIRECTIONAL 1 `'��G 95p PARCEL USE: CONVALESCENT HOSPITAL 5. PROPOSED CONCRETE PADS TO HAVE 1 FT X 1 FT CHAMFERED w o - x x x , R30.0' . .::'.�::. / SIGNAGE (TYP. OF 2) p,`L CORNERS. PROPOSED �, x x VDOT STD CG-12B / (UNDER SEPARATE PERMIT) F Y) �, n RIGHT-OF-WAY x y G�1 5' CONC. SIDEWALK ° �x x x x 1 6. THE BUILDING STREET NUMBER IS TO BE PLAINLY VISIBLE FROM o (SEE SHEET CS-501) x X o x :::� ' (APPROVED UNDER THE STREET FOR EMERGENCY RESPONDERS. 1 MONUMENT SIGN w TYPE B, CLASS I, WHITE, x x x x x x ::�: : : SEPARATE PERMIT) PECK G� p GQ -4" WIDTH, 2' LINE WITH 4' SPACING x x x O' 1 ��-O•a�� (2) 22K GALLON UNDERGROUND STORAGE TANKS x x ,p00. CROSS ACCESS WILL BE PROVIDED THRU A RECIPROCALy 7. ALL LIGHTING TO BE INSTALLED 5' BEHIND CURB AND CENTERED ON •� v x x x PAVEMENT STRIPING UNLESS NOTED OTHERWISE. p (1) 20K GALLON UNDERGROUND STORAGE TANK x x / EASEMENT RECORDED PRIOR TO PLAN APPROVAL v RYAN PERKINS y v ; 't x x x x R32.5' VDOT STD. GR-2 GUARDRAIL Lic. No. 046565 = g TIE INTO EX. CURB NORTHING: 3913109.74 x 8. TYING TO EXISTING CURB/GUTTER: THE EXISTING PAVEMENT SHALL .p ° YEAST NG: 11487487.53 5' CONC. SIDEWALK EAND GUTTER / NORTHING: 3912810+87 E // (SEE SHEET CS-5o1 BE NEATLY SAWCUT AND REMOVED FOR A DISTANCE OF 2'O" FROM p EXISTING ADA -100.0 R13.5 )1 R1-1 STOP SIGN WITH STRIPING (TYP.)LANDSCAPES[p0 FASTING: 11487933.46 '- 10' TBACK R FACE OF THE CURB AND 2'0" FROM THE EDGE OF THE CURB AND Q v 20' PUBLIC DRAINAGE SEE SHEET CS-501) FAO RAMP TO REMAIN VENT STACK WITH S56°10'09"E . i� 536.82' ° - - - REMOTE E-STOP - EASEMENT I - - - - - - - - - - GUTTER AND THE SUBGRADE, BASE COURSE, AND PAVING j�NAL `o NORTHING: 3913102.99 9 38 (TO BE PAINTED BROWN) o :: �• : ::: VARIABLE WIDTH SWM FACILITY EASEMENT REPLACED WITH NEW PRODUCTS. �, FASTING: 11487450.94 6 _C: n�ro 2 I: '. R25.0'. -- ---- z m m v 9. REFER TO FINAL GEOTECHNICAL REPORT FOR FINAL PAVEMENT N ` I _ SIGN TO SAY "EMPLOYEE ONLY O o' TIE INTO EX. CURB a:._� R50.0 :C'.:::'.:'.:'.:::': - U .. :1:•. / / :.:•:,::.. .: SECTIONS. o AND GUTTER / - 10.0 o :.:R29.0' :• . OVERFLOW PARKING FOR THE w O = : >.':. '� :':R50.0':. : '.:1-.1:1-.1:1-. '. '.:: BIKE RACK -.'4 ':':':'1. N >' ao �... .' .:•.•. (TYP.)....:.:.:.:.:.:. N .•.•... . 1::.:.: LAURELS REHAB FACILITY" O w > a o - �''�:•••.�'. -Nt;,,•_'•�'• s. .-..o.:.:(SEE DETAIL SHEET CS-502):-. .�. r 10. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLING ALL STOP Of Lc) <\ m m a : Fi12.6"1 SIGNS DIRECTIONAL SIGNS AND STRIPING SHOWN ON THE PLANS. o o m T 4 F 1 •1 Y w - - - - �` _ - , -• . VDOT STD. CG-12B 48" BLACK ORNAMENTAL FENCE Q \ Z Z w v VDOT STD. CG 126.: � w Y R5.0': ..' : SEE DETAIL SHEET CS = 3 ° . ( ) ¢ '` 3 ' ,'% .':':':':':':':': - :+ ... ?'.--. •::._�.: x+. - v, O• :_::�. -t• 11. EQUIPMENT FROM THE ENTRANCE Y a N a w y 10 LANDSCAPE SETBACK I:.:.:.:.....:.:. o VISIBILITY OF ALL MECHANICAL EQ w m �Y • . .. .�-:R37.5:: v�i o o U .. r \.. R10.0':'.:: '.:::� CORRIDOR SHALL BE ELIMINATED. ° 0 5' CONC. SIDEWALK �' s I. .' ■.' .��'■' '. ' ■. ■. :R5.5'.: '. ' o p r ° .. �7. ♦. WITH 2' BUFFER STRIP I �'::::'.:'.':,• ,...-(": O .. o- , �.. I� s• Y 12. THE 20 PERIPHERAL PARKING LOT SPACES PROVIDED WITH THIS 3 W N r• SEE NOTE 12 N M.! ' Y'.' o lr� DEVELOPMENT ARE INCLUDED AS PART OF A SHARED PARKING o N I N • . : p - v 81.0 '. a. � AGREEMENT BETWEEN PARCELS 061W A- 0100 AN b ;�, :�.•::.�,�...�::CEL 0 020 0 D coca ; :, ,:'' I� - - o ,... .. ...• .•.•.•. ....... ........... 061W0 02-00 002BO. m :.i :;. . .k:..:.... V PROPOSED LIGHT TYP. d 2.26 ACRES •. \ 'I:�:�:�:�:':' � .'+20.0,..,.�.�.250 .:200 ':�200:� '�. . 40.0. .•: 20.0':: I I +.. ...a� ■�'> ..�� :.o:.' W50 FB VA 10 1 m N 6,049 SF Eti CL 0- - N V OT STD. .-1 8 D TO CG 2B : ° ' = W 7 " PA I \ �:�11.�:.�:��'.�'.�:��:��:�•�.•�:�'.�:��'.•��:���:.��:���:.��:��:.��:���:.�'.�. AR PUMP PARKING ONLY" SIGN D o 2 .�.. .' .. .� !'::a. �, `.::. FFE: 457.05 _ :-a''•-.::0..•.•.•.'.'.'.'.'.'.'.'.'.'.'.'.'.'.' 7 \ •' m _ 7. '. SEE SHEET CS-502 ` U I..' C U.' ( ) v . • 48 WAWA SPACES 1 s S C S �'o� : o� n W 7 :.:. . . :.;..:..'.:: 6„ AIR ENTRAINED PORTLAND CEMENT ' ro . • : • ::1:::1 AIR STATION ON 4'X3' �y .. > •w `' CONC. PAD WITH CONCRETE W A MIN. FLEXURAL > - w, I 'MONUMENT SIGN .\... .. •. ,...-,,__:„ .:;'. ,,,;• .o .�v. '.18.0'::::;: 24.0':: _.:..:18.0': O / ^4 _j N M LO R25.0' w I _ Q� ' ;...s..::..o :R4.5'..'::.'. BOLLARDS TYP. OF 2 O STRENGTH OF 650 PSI AND MIN. 28 DAY (APPROVED UNDER �, ' a m n .> • r ' is O r- ( ) I' • \ _ 7 _ �t y COMPRESSIVE STRENGTH OF 4 000 PSI I �' �' •' • . � �� . ` SEE SHEET CS 502 � •QOj.-.t �:�:SEPARATE PERMIT). .• ,. � ..'_ • . - ( ) °' G_ _ •-� _v e� a ; _■.II CN ACCESSIBLE PARKING STRIPING TYP. : i .•0D . Y y DO ( ) 65.T 120 ,".: :'•. .R3.0',..'..'. �rn ,' t) Q C7 :PROPOSED 20' • : (SEE SHEET CS-501) : ; : R4.5' : : a > d a- R10.0" , r `o W �.� UTILITY EASEMENT \ - - - - - '-, ` . I I I Y'. W '��MOUNTABLE CURB WITH r ii.. . -ACCESSIBLE PARKING SIGN TYP. .:.�.'.1'..'.:�'.:'.'�: 00 o ` - - - - SEE SHEET CS-501 STAMPED CONCRETE TYP. :`o .' _ r� ( ) (TYP.) ,� F •� NO PARKING SIGN R8 3A r� to i :.'':: . SEE SHEET CS 501 a.::•'10.0':':''. :R5.5' + ( ) 10.0' (SEE SHEET CS 501) � R10.0' .'0.-. ° m m ..'O 'r TYP. o a . . :.:.:.:. 6" CONCRETE PIPE :: - - - - - - o :•o ' : '..: ::: : '.::: DESIGNATED T N'::::':'.'-'.'.'.'.'.'.'.'.'.'.....'... R1o.0':.... CARDBOARD DUMPSTER I =11 III=1 1=III=III=III=III=III= '. : '.:::: '. '. '. . . . . . . . . . BOLLARD (TYP.):.•... . . . . . . . . . . . .o . . TURNAROUND SPACE NORTHING: 3912668.23 VDOT STD. CG-11 (SEE ARCH. PLANS) III -III III=III=III=III=III=11 :R15.0':_::::: :::::::: SEE SHEET CS-501:n.:•' R15.0.:•.:o'•• N ( ) .. . . . . . . . . . • . . 8 1. EASTING: 11487832.09 R1-1 STOP SIGN WITH STRIPING : : R50.0'::::::::::::::::::::::: ::;:;:;:::::' 6" VDOT TYPE I, 21A DENSE GRADED " (SEE SHEET CS-501) - R15.0'�r, ' \ UNTREATED AGGREGATE BASE ° _' X �00' DRY DENSITY OF AT LEAST 95% OF THE SOIL'S Z .> I o R50.0' 0' Rgp,p' _ _ _ _ O SUBGRADE - STABLE AND COMPACTED TO A V MILL AND OVERLAY EXISTING THRU LANE - RESTRIPE PAVEMENT MARKINGS AS 562.4 F� T ° LIGHT POLE TO BE ALIGNED WITH STRIPE STANDARD PROCTOR MAX. DRY DENSITY (ASTM NECESSARY ENTRY EXIT DIRECTIONAL AND SET AT BACK OF CURB TO ENSURE FENCE MEANDERS ) R13.0' / D-698 TO A DEPTH 12" BELOW SUBGRADE (SEE WP-2 ON SHEET CS-501) I SIGNAGE (TYP. OF 2) 7IT IS LOCATED ON WAWA PROPERTY ALONG P/L ELEVATION. E eQP �P J�0 (UNDER SEPARATE PERMIT) EXISTING OVERHEAD Ll °'o ,1P�ekg6�� I NORTHING: 3912981.34 ELECTRIC LINE SHED (SEE ARCH. PLANS) I JA-ZAN LIMITED PARTNERSHIP STANDARD DUTY z c O���o I EASTING: 11487364.91 EXISTING OVERHEAD D.B. 1134 PG. 536 CONCRETE SECTION ELECTRIC POLE DUMPSTER AND SHED MASONRY ENCLOSURE SHALL BE I D.B. 779 PG. 401 (PLAT) FUEL CANOPY, BLDG. PARKING, AND DUMPSTER PAD Q o TIE INTO EX. CURB A HEIGHT OF 8' AND MUST BE CONSTRUCTED OUT OF PARCEL ID: 061 WO-02-00-00200 J _ AND GUTTER ARCHITECTURAL BLOCK TO MATCH THE BUILDING ZONED: C-1 COMMERCIAL Q w 5' CONC. SIDEWALK MASONRY (SEE DETAIL ON SHEET CS-503 AND ARCH. PARCEL USE: VACANT COMMERCIAL LAI o PLANS FOR ADDITIONAL INFORMATION) r I z n v I 8" AIR ENTRAINED PORTLAND CEMENT ui - c RMD PROPERTIES, LLC I CONCRETE W/ A MIN. FLEXURAL STRENGTH OF 650 PSI AND MIN. 28 DAY a COMPRESSIVE STRENGTH OF 4,000 PSI Y ° D.B. 2217 PG. 191 2.0" SM-9.5A c D.B. 407 PG. 55 PLAT) BITUMINOUS TACK COAT .. a ° I 4.0" BM-25.0 , N ° PARCEL ID: 061WO-0-OA-00200 ZONED: C-1 COMMERCIAL 7 ° PARCEL USE: MARKET Q 11 1 L 0 0 + + + + + + + + + + + + + + + ui W =1 I I 1=1 1=1 1=1 11=1 11=1 1=1 1= Lu =1 I -I=1 11=1 1=1 11=1 I �I 11=1 1=_ III -III 11=1 1=1 11=1 11=1 1=1 L = I I III=III-III-III=III-III-I 6" VDOT TYPE I, 21A DENSE GRADED O O n 6" VDOT TYPE I, 21A DENSE GRADED UNTREATED AGGREGATE BASE C ^J 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 `o s DRY DENSITY OF AT LEAST 95% OF THE SOIL'S STANDARD PROCTOR MAX. DRY DENSITY (ASTM Q STANDARD PROCTOR MAX. DRY DENSITY (ASTM D-698) TO A DEPTH 12" BELOW SUBGRADE W o D-698) TO A DEPTH 12" BELOW SUBGRADE ELEVATION. m 3 ELEVATION. J n E WAWA ASPHALT PAVEMENT SECTION HEAVY DUTY Q DRIVE AISLES TRUCK ROUTES CONCRETE SECTION SHEET NUMBER o s UNDERGROUND TANK PAD CS-101 yl- 0 0 a ° `o T N E Y O T d 0 r 3 0 N O C N ° ° 0 N N Q c 0 E 3 0 D = � T J w �E Y Y 1 T z `o z o Q ° J ° i ° w c z z ° Q C O ° `o 7 7 n ° C N I 3 0 N y Y , N 3 UJ L = fll N o E 0 Q N J r N = t O n c � � c m c 0 0 � a V E 0 = O ° � O I N N J N � Y D � 3 o ° c n UJ d = a I N p 3 n „ � S > 3 >I `o J ,• Y = u Y � C ° I N O p a V � n � m N ti N y V O T T c O n 0 EN � C O z Y d 1 '^ 3S o z a J E a- w N J C_ z = Q O � o C n L v V N I N n m � a N o c O 0� O N J � 0 0 L Y Y a � N C O N O N N L Y n 5 � 3 N � o O n = N nD U O O or i � 5 / / / 0 I / SET (VA) CHARLOTTESVILLE-1165 PEPSI PLACE, LLC D.B. 4722 PG. 213 D.B. 2359 PG. 589 (PLAT) / �Pp k90�y PARCEL ID: 061WO-02-00-00280 R�Q' 9y� ZONED: C-1 COMMERCIAL PARCEL � p L USE: CONVALESCENT HOSPITAL 'y op e Ati 9� 00d o /� DECK +0 i 13+35 • SIGHT DISTANCE LEFT GREENBRIER DRIVE HEIGHT OF OBJECT 456 456 U w x ✓i 452 as' — — — — — / 452 _ _ I � I / 448 HEI HT OF EYE / / 448 \-EXIST / NG GRADE 444 / 444 H / / PROPOSED GRAD 440 440 438 438 N Ln 10+00 GRAPHIC SCALE IN FEET 0 20 40 80 11 +00 12+00 SEMINOLE TRAIL U. S. ROUTE 29 (VARIABLE PG. WIDTH R/W) D.B. 307 PG. 133 — S.H.P.B. 1 PG. 226 D.B. 307 PG. 475 — S.H.P.B. 1 PG. 232 m 14+65 14+00 13+00 11+00 N ti Ed 13+00 LL1 464 SIGHT DISTANCE RIGHT GREENBRIER DRIVE GRAPHIC SCALE IN FEET 0 20 40 80 448 HEI HT OF EYE 444 ° 444 M \ PROPOSD GRADE \ 440 \ 440 \ ♦ 33g. ♦ ♦ 436 EXISTING G ADE 436 ♦ \ HEIGHT OF 0 3JECT \ 432 \ ♦ 432 ♦ \ ♦ 428 428 424 424 o 0) N 10+00 11 +00 12+00 SIGHT DISTANCE LEFT SEMINOLE TRAIL 13+00 2 GRAPHIC SCALE IN FEET 0 20 40 80 HORIZONTAL 464 HEIGHT OF OBJECT SIGHTDISTAN 465 w s 460 N 460 i EXISTING GR WE �" 456 456 _ Mf " PROPOSED GRADE 452 452 450 450 au � rn Ln � 10+00 11+00 12+00 13+00 14+00 GRAPHIC SCALE IN FEET 0 20 40 80 HORIZONTAL 2 N \ W J a m m (n W (Y m m Q m 0 L� In z _o Ld O M N M N L�Q z, 0 Vo LLIz QO O N C) 0(-)O �E 00 U a 0 n0 z O ZN c Z - O Lll D 7cl� c J O_ U1 � wo 0 Y Y J N 3 O 0 N O0 O Vi RYAN PERKINS Lic. No. 046565 11/19/2ml ) (n z 0 w Ir z m :E m U O N 3�. 0 m 0 V1 m OY LdO O Ln QL ~ \ ¢_ cn > m 0 6) Q O m Q z z w _ 3 U Y Q n ¢ w V U w O 0 O S U W uJ U J zLL Qp v / 0 Ax 2 z J � 0 0� Z Q L1� 1..�1 N m W Z w W O u U Ld J-i Q Ld m J Q SHEET NUMBER CS-201 6 C 0 0 O in U O C O T v Y 0 Y 0 0 r 3 a 0 N O N 0 0 0 O E 0 T v E n c 0 0 a O 0 C 0 0 O C ° 3 3 y 0 J s r — 3 W � C W E D n ° 0 � m n r I y n -) O Ym ° N c N v m C o � — a 0 Q E L) ac : v c o N N L C U O � C a n '4 0 � n 0 o O 3 I L 0 � s U 3 v `O � w o .. � c a) W L u I � p o n N h O a > n JI . in Y in Y L 0 E T N � a) V � N N O d) n � E W E 0 ` 0 C_ n C J_ 0 Q in — O � C W — L n U n m I m n � � a m 0 C o� J � U O O L Y Y a n ° C 0 d 0 L n 5 � 3 J �y 0 n E n � 0 O o 20r Center of Bollard }' Plastic Cow 9" Min. From by Ideal Shield Edge of Pour ALL COVERS TO BE WHITE 6' Sch. 60 Face of Sidewalk Steel Pipe Neoprene Tape Adjacent Surface 10" Schedule 40 " PVC Sleeve Cut 1" Below Rnished Sidewalk Elevation Concrete Encasement Concrete k Subbase Varying Thickness 6' Compacte Pea Gravel Bed Subgrade 4-18- Pea Gravel Auger Bore CONCRETE AREAS }" Plastic by Ideal ALL COVERS TO BE Ban. 80 eN Pipe Neoprene Tape IV Schedule 40 PVC Slww Cut Flush WIN Flnlsh Bituminous Elevation Subgrade 6" Compacte Pea Gravel Betl Pea Gravel IAuger g. 8. BITUMINOUS AREAS 6" Sch. BO Steel Pipe }" Plastic Cover by Ideal ShiN Neoprene Tape ALL COVERS TO BE WHITE IV Schedule 40 4- Topsoil PVC Sleeve Cut Steel With Topsoll Subgrade 6" Compocte Pea Gravel Bed Pea Greval .h Ise" —I Auger a. LANDSCAPED AREAS 0 RESERVED PARKING PENALTY S250 FlRSr OFFENSE PVC Slwva Cow Embeddednt Out t' Balm }' Into Seala FlniehW Elevation 1' SIKAFLEK IC SL Sealant iel■ veS' Nan —Shrink b/ meet Grout . Pea Gravel Bob�... 40/ e' Bak. e0 Steal Pipe GENERAL DETAILS AND CAULK/GROUT DETAIL FOR CONCRETE AREAS Cow Embedded }' Into $edm 1 SlK;l:I 1C SL Swlent PVC Slww Out Flush WIN Raisin Elevation of Bituminous/Topsoil 4" Topsoil A �..: +w r +w Concrete Encase st Poured Flush To Subgrade 3- Non —Shrink Grout BITUMINOUS LANDSCAPED CAULK/GROUT DETAIL FOR LANDSCAPED & BITUMINOUS AREAS TYPICAL DETAIL NEW CONSTRUCTION NO SCALE FASTENED WITH ACORN NUT E S E R V E D LEGEND AND BORDER - GREEN BACKGROUND - WHITE PARKING SIGN SHALL BE (12'X18') F& WHITE SYMBOL ON BLUE BACKGROUND FASTENED WITH ACORN NUT V A NLEGEND - BACKGROUNDREEWHITE (RETROFLECTIVE) PRDVID ESSI (REQUIRED S(R7-8a) ACCESSIBLE X6E)VAN WHERE N z ? vex Y Q Z K 1­0 n o FENSENw eC LEGEND - BLACK 0 D/OR BACKGROUND - WHITE (REFLECTIVE) YVIICE SIGN SHALL BE R7-8P (10'X12') Ws ZONE tILEGEND MWSIGN TO MEET LOCAL REQUIREMENTSIot 20 a i N .. of ¢ a BREAKAWAYDSTEEL U POST NOTE- SIGNS SHALL MEET THE REQUIREMENTS OF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. ADA PARKING SIGN DETAIL N.T.S. PROPOSED MAMA FOOD MARKET Intersection MAMA INC. ENGINEERING DEPT. y_ Pea I. HALTIYa%Pf% Y6G� IIII H mMi ;Top of Pipe) Varies GENERAL BOLLARD DIMENSIONS AND SPACING AROUND BUILDING QPAP.WC 5'CA[E Y i PROFDSED MAMA FOOD MARKET Intersection. y_ GY MAMA INC. ENGINEERING DEPT. Ma I. BeRllCll[ MS .OI H IMO " J M N 0 20 PARKING Z Q �a K ba a 0 0 W U Z Q Of �Z 1W 3� Q 1= T�o 3 aV STRIPE WITH 2 COATS OF WHITE REFLECTIVE TRAFFIC PAINT BACK OF CURB 2 COATS WIDE BLUE TF PAINT I R=4" R-14 NO PARKING SIGN (118-3A) STOP BAR STRIPING ADA PARKING SYMBOL kRKING LOT STRIPING TO 2 COATS OF WHITE _FLECTIVE TRAFFIC PAINT NOTE: SEE SITE PLAN LJ LI LI FOR PARKING SPACE LAYOUT AND DIMENSIONS PARKING LOT STRIPING H.C. PARKING SIGN R7-8 W/ "VAN ACCESSIBLE" SIGN MOUNTED BELOW WHERE APPLICABLE (TYP.) VARIABLE DIMENSION — 5'-0" AISLE TYP.; 8'-0" AISLE FOR VAN ACCESIBILITY ADJOINING H.C. STALLS (1 IN EVERY 8 H.C. SPACES TO BE VAN ACCESSIBLE) 4" WIDE BLUE PAINTED STRIPPING '450 GRID FOR LAYOUT OSES ONLY PAINTED HANDICAP SYMBOL ADA PARKING SPACE STRIPING DETAIL N.T.S. 3/8" WIDE x 1" DEEP SAWCUT CONTROL JOINT SEE CONCRETE - SIDEWALK SECTION GANG G���\ / APPLY 1/2" THICK PRE -FORMED) PLAN EXPANSION JOINT FILTER CONCRETE SIDEWALK 30" 8� , c ill i BROOM FINISH 0. Of a 4" CONCRETE, MIN. 3000 PSI STRENGTH 4" COMPACTED VDOT TYPE I #21-A STONE BASE 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 S1 LAND AS REQUIRED " RADIUS CONCRETE 4" STAMPED \ / CONCRETE 1" RADIUS\ / PAVEMENT? �' \6" 2A MODIFIED STONE MOUNTABLE CURB/ISLAND AND STAMPED CONCRETE DETAIL N.T.S. m U M N \ W d F-- \ < J a H m (n W (n z 171�� Q (n w o D- In z (n W 0_ O z 0 M N M N LZQ z> O N o Z 1- 0 Q U N 0(-) Cc0 U00 ) U o z o 0 ooco Z— O W �7 co J O_!n O 0 bi Y N 3 0 0 �J N O(D O r } � vc RYAN PERKINS Lic. No. 046565 z m :E a_ U O N 2i 0 m U � V) of Of W O CD il N = a -I) 0 Q o m Q Y Y W ¢ Q N w v / J Q LIJ 0 LLJ 0 n/ z LU N W Lu z W Uj O O !� C, LL1 J Q Ld m J Q SHEET NUMBER CS-501 U C 0 0 a C O `O _ T E 0 T 0 0 0 3 a 0 N 0 0 a c 0 0 T E c 0 0 0 0 0 0 0 N O .L. 0 C 3 3 n 0 J Y K . � 3 � C W E 0 O � m n r I y n c J O «N u N o c C � o � _o K E ac : v `0 c d 0 D C 0 o m `o a n V m m n 0 o O 3 I L � U �s V 3 O O J •` O +• C � N W t I � p o n N �0 a > n CI Y a m Y L O E T O T N N V m � u N O n .- E co N > ` 0 z c J p a N � v � C L n m I m n � � a m � C o� J � U O O Y Y a w m n u c O N N 0 L Y n 5 � 3 O N m o+ O 3 .. D n F In D 0 O o 0r 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 BOLLARD TO BE CLOSER TO CURB THAN SHUTOFF SWITCH MAX " PLASTIC COVER BY IDEAL SHIELD. ALL COVERS TO BE WHITE PLAN VIEW EMERGENCY PUMP SHUTOFF ("E-STOP) DETAIL N.T.S. 15.37" CONCRETE PAD (SEE STANDARD Ll DUTY CONCRETE DETAIL) CURB io `ADA CONSTRAINED DIMENSION 10" MAX BOLLARD AIR SPACE, (TYP.) (SEE AISLE, AND DETAIL) ADJACENT SPACE TO BE 6" CONCRETE ASPHALT 3" AIR PUMP SIDE ELEVATION N.T.S. 4' x 3' AIR MACHINE PAD W/ 2 BOLLARDS "AIR PUMP PARKING ONLY" �. SIGN d: n ' a . " YELLOW a a a$ 4' x 3' AIR ° MACHINE d PAD W/ 2 BOLLARDS 4. ad d 4" WHITE , .: • a de '° .. d' da 4. 6„ a �10'11'5'�I AIR PUMP PARKING DETAIL N.T.S. o EXCEL AIR MACHINE O MODEL #SC05 BOLLARD (TYP.) (SEE DETAIL) C) N a AIR PUMP FRONT ELEVATION N.T.S. 1 1/21 co ENE) VIEW KICK PLATE 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 > Of GALVANIZED THE MANUAL ON UNIFORM m (=j1 BREAKAWAY TRAFFIC CONTROL DEVICES. a STEEL U POST c� z c�0 Y 0_ Q o_ AIR PUMP PARKING SIGN DETAIL �■>wr..�a. m P PACIFIC STAIR STANDARD GUARD RAIL WITH HANDRAIL PICKET J CORPORATION. L POST AND TOP LINE MATERIAL TO BE HSS 1 1/2" x 1 1/2" x 0.120" SLOPE TOWARDS ASPHALT iDO DO LO 10" PVC o " SLEEVE 24" 6" BOLLARD ° ° W/ COVER — CONCRETE Pi CURB + •- 8"W X 36"D X I�7 M DESIGNER NOTE: AIR PUMP TO BE PLACED INLINE OF SIGHT TO BUILDING. AIR PUMP PLAN VIEW DETAIL 53.5" MADE OF ROLLED ALUMINUM: 11/2" SCHEDULE 40 ALUMINUM WITH 17/8" O.D. STANDARD LENGTHS: 60" SECTION FITS UP TO 5 BIKES STANDARD HEIGHT: 116" INSTALLATION OPTIONS: SURFACE MOUNT FINISHING OPTIONS: STANDARD CLEAR ANODIZED MANUFACTURED BY: IDEALSHIELD 2525 CLERK ST DETROIT, MI 48209 PHONE: 1-866-825-8659 STANDARD BICYCLE RACK DETAIL N.T.S. e 0 0 �a 0 0 86908tair Way NE Salem, OR 97305 2• HANDRAIL MATERIAL TO BE 1 1/2"o (lbro" OD.) PIPE R437 NTS www.pacificsrairxom 1 503.390.8305 3. PICKET MATERIAL TO BE 1/2" SQUARE BAR MERCHANTS METALS VINTAGE SQUARE PREMIUM, SPEAR TOP SMOOTH RAIL PANEL ATTACHES TO POST WITH CLIPS 5" RO.5" 30" 24" R1.5" ° R1.5" 0 d ° a - N � a o. d a a. ° '°.4 fp c d C n d CONCRETE SPECIFICATION TO MATCH STANDARD CURB AND GUTTER SPILLING CURB AND GUTTER (30") 70" 30" 28" 704" PANEL WIDTH 4,375" O.C. 48" 1 6" JIGS: DESIGN AND SPECIFICATIONS SUBJECT TO CHANGE BY MANUFACTURE. POST AND FOOTINGS AS REQUIRED BY SITE CONDITIONS AND CODES. Afik Merchants Metals ..MemhsnfsMetals.com the first name in fence solutions Bch-Info@MemhanlsMetals.mm SIZE FILET PART NAME, VI VINTAGE SQUARE REGENCY RED /1 6-260-1600 A PRFMIUM MMI SPFAR TOP 3—RAII A VSP.R.R.6W m U m N w rn � � o J a M m In w �V) m z � o a � w o m (n z 0 W O z O M N r7 N LZQ z> O In o --Z O Q O N 0(-) DO00 GO r p U (5 r z of 0 Z N CO >1111z—om J 11111 00 OOS Y W_W Y N 3 O NpJ O C) O r , RYAN PERKINS Lic. No. 046565 U O N � O m U -- N of Of w O 0 CDLn w N 00 Ql H\ Q Cn > M > 0 0 O) Q m Q z z W Y Y W ¢ Q N w Ul O O U W J Z LU I..L N W Lu z LIJ W OU W J Q LJ m J Q SHEET NUMBER CS-502 U C m > U 0] 0 GATE SLOPE PRECAST CAP; T.O. WALL h J w �T�� ?■��������� ?•���������� T.O. MASONRY BRICK TAVERN a T Y T.O. SILL m 5'_p D T w MANUFACTURED M z STONE SILL M o Cn r BRICK TAVERN D� w o � z T0. FLOOR SLAB o N- _- .... ..... ...... Ln ti 0, 0 > bi RIGHT ELEVATION 0 0 N z Q E o T N �� a Y GATE Z T.O. WALL h O W oo DOo 818„ GOE 00 00 o BRICK TAVERN ^ ao n of LIGHT FIXTURE °' ��� ooN co o R $H R T.O. SILL �� 1 L 0 5 p„ o N 0 _c Z Y MANUFACTURED o J = STONE SILL �■ �� a � 3 BRICK TAVERN N O O J 0 N J ._ ■ �3: p TO. FLOOR SLAB O p, p,, N ° LEFT ELEVATION M �o O U)m N y o}LTH O U +y, A 0 O ^ m m o N 4% O v RYAN PERKINS y Lic. No. 046565 Q GATE SLOPE PRECAST CAP; T.O. WALi1/19/20LI U ._ LIGHT FIXTUREh ° - - 9 - pL IONAL oT.O. MASONRY h z m 8� a_ ' 8„ � m of U N U U V) Of o BRICK TAVERN `� o0 0 Ln o > �� > N T.O. SILL h a r) o Q o 'm m a a w Z Z o$ MANUFACTURED Y a N a w STONE SILL V w _ - - Ul O O U O 3 ram. BRICK TAVERN BOLLARD - li T.O. FLOOR SLAB � C O a FRONT ELEVATION J Q � n U � U U I- m WI ' I n Y y O 0 � _ I I I 0 0 W O O � N � o c SLOPE PRECAST CAP; T.O. WALL h N - g' o„ � N o �T\T.O. MASONRY N � LIGHT FIXTURE BRICK TAVERN. E E T.O. SILL z° 5'-p° MANUFACTURED STONE SILL o BRICK TAVERN LUN L L p T.O. FLOOR SLAB U a p -p N REAR ELEVATION c� o� J O C`' 1 I 1 O O 1 1 1 Yy w� n W o Metal Door Trim Thin Brick A o .3 Benjamin Moore James Hardie Tavern Flash R r1 s Pumice Stone Arctic White Q o BM #1197 JH10-20 Marion Cerami m 3 J 0 m C Q N m SHEET NUMBER O r S-503 a ~ 0 0 Q ° C O I v E Y O T a ° 0 r 3 a N 6 c 0 0 ° a 0 E 0 T Y T a c 0 0 a 0 0 c 0 C O N 0 0 C D d Z 3 Q y J 1 O 5 7 3 z_ `J C Q r E 0 � -00 I N 7 $ c o u � u L ` `n ° C m 0 `m 0 o Q a J E N � - c c 0 ru o � 0 � N c � o -o T m y 0 n N d +� a 0 ° o ° 3 I _ u O s 3 � o 0 c v I � p � n ` h ° N O FL > j J n I J . Y N a N O `o �0 O y ti .N V W 0 T > 0 0 n o E z Z Q C J ° 1 m 0 Z Y r Jr c I m E � a N C o °' In J � 0 0 L Y Y a � m n u C 0 N 0 N O L Y n 5 � 3 0 N s J � - o+ F o c .. 0 n E n D 0 0 0 0r STRUCTURE TABLE STRUCTURE NAME DESCRIPTION RIM HEIGHT STIR. 97 EX. STRUCTURE 427.59 STIR. 98 VDOT STD. MH-1 436.52 8.82 STIR. 99 VDOT STD. DI-3B (L=6') 444.48 10.38 STIR. 99A VDOT STD. DI-36 (L=6') 446.09 4.09 STIR. 100 VDOT STD. MH-1 454.59 14.12 STIR. 100A VDOT MODIFIED MH-1 (CONTROL STRUCTURE) 454.82 11.44 STIR. 101 VDOT STD. DI-3B (L=6') 457.23 7.15 STIR. 101A VDOT STD. MH-1 456.92 8.12 STIR. 1018 VDOT STD. DI-2B (L=6') 455.89 5.88 STIR. 102 VDOT STD. DI-1 455.90 5.21 STIR. 110 VDOT STD. DI-3B (L=6') 453.87 8.32 STIR. 111 VDOT STD. DI-3B (L=6') 451.05 5.25 STIR. 112 VDOT STD. DI-36 (L=6') 452.46 6.38 STIR. 120 VDOT STD. DI-3C (L=6') 455.27 5.77 STIR. 200 DOGHOUSE MANHOLE 454.64 5.55 STIR. 201 VDOT STD. DI-3C (L=6') 454.21 4.95 STIR. SWM1 SWM STIR. SWM2 SWM STIR. SWM3 SWM STIR. SWM4 SWM �CQ Gkky RFC I I ll l l ill III - TP TO BE ADJUSTED TO PROPOSED GRADE AT EDGE OF SIDEWALK II M d II452.95 STORM PIPES PIPE SEGMENT LENGTH DESCRIPTION SLOPE INV. (IN) INV. (OUT) STIR. 98 TO STIR. 97 51 LF 15 IN RCP 10.00% 427.89 422.81 STIR. 99 TO STIR. 98 63 LF 15 IN RCP 10.00% 434.32 427.99 STR. 99A TO STIR. 15 LF 15 IN RCP 2.01% 442.00 441.70 STIR. 100 TO STIR. 99 82 LF 15 IN RCP 6.35% 441.90 436.72 STIR. 100A TO STIR. 100 49 LF 15 IN RCP 2.83% 443.38 442.00 STIR. 101 TO STIR. 101A 48 LF 15 IN RCP 2.45% 450.08 448.90 STIR. 101A TO STIR. SWM2 72 LF 15 IN RCP 0.50% 448.80 448.44 STIR. 101E TO STIR. 101A 182 LF 15 IN RCP 0.57% 449.93 448.90 STIR. 102 TO STIR. 101 92 LF 15 IN RCP 0.55% 450.69 450.18 STIR. 110 TO STIR. SWM4 21 LF 15 IN RCP 0.50% 445.55 445.44 STIR. 111 TO STIR. 110 32 LF 15 IN RCP 0.50% 445.81 445.65 STIR. 112 TO STIR. 111 34 LF 15 IN RCP 0.50% 446.08 445.91 STIR. 120 TO STIR. SWM3 25 LF 15 IN RCP 6.31% 449.50 447.92 STIR. 201 TO STIR. 200 32 LF 15 IN RCP 0.50% 449.25 449.09 STIR. SWM1 TO STIR. 100A 4 LF 15 IN RCP 0.50% 44 3.50 443.48 / G / 6N k1� 00 a E / NCN'�y58p CONTRACTOR TO / AND PERMANENT SEEDREPLACE RIPRAP OR •(0� BLANKET MATT DISTURBED F G SLOPES WHERE APPLICABLE / CONNECT TO = 54"±RCP \ / /EXISTING STRUCTURE. / 440.31 T(: MF - / 97 /�� / / CONTRACTOR TO ENSURE MAXIMUM 2% CROSS -SLOPE THROUGHOUT PEDESTRIAN CROSSWALK CONTRACTOR TO REMOVE EXISTING - STRUCTURE AND EXTEND PIPE TO i PROPOSED STRUCTURE 99A. �� -CONTRACTOR TO VERIFY VERTICAL \ LOCATION OF FO LINE FOR LOCATION OF "STEEP SLOPES -MANAGED" AS No POTENTIAL CONFLICT WITH 9� 51DENTIFIED ON ALBEMARLE COUNTY GIS (TYP.) Q% STORMPIPE EXTENSION\\S h gCCONTRACTOR TO FIELD VERIFY DEPTHS F v I E OF ALL EX. UTILITIES AND CONTACT `� Jj 44g KIMLEY-HORN IF CONFLICTS EXIST �o Age PEPSI PLACE, LLC D.B. 2359 PG. 589 (PLAT) L��I 1I II11 11 9I��o�y PARCELZONED: C 1 WOCOMMERCIAL 2B0 PARCEL USE: CONVALESCENT HOSPITAL EX. GAS LATERAL TO REMAIN. CONTRACTOR TO CONFIRM VERTICAL LOCATION OF GAS $O� LINE AT PROPOSED STORM CROSSING t tbcj ro tll l'I�\ \ I\`14 ocrK_��15"CPP�� Ca 20'PU�B`LIICC DRAINAGE EASEMENT - - - o-, hoc, \/SRC GRp GRADING LEGEND TC: TOP OF CURB ELEVATION BC: BOTTOM OF CURB ELEVATION TW: TOP OF WALL ELEVATION BW: BOTTOM OF WALL ELEVATION TI: TOP OF ISLAND ELEVATION BI: BOTTOM OF ISLAND ELEVATION FF: FINISHED FLOOR ELEVATION FS: FINISHED SURFACE ELEVATION P: PAVEMENT ELEVATION G: GROUND ELEVATION RIM: STRUCTURE RIM ELEVATION ME: MATCH EXISTING )()(X DRAINAGE STRUCTURE CALLOUT VDOT STANDARD CG-6 SPILLING CURB AND GUTTER GRADING NOTES 1. THE ROOF/LANDSCAPE DRAINAGE SYSTEM HAS BEEN DESIGNED IN ACCORDANCE WITH THE CURRENT EDITION OF THE INTERNATIONAL PLUMBING CODE. 2. PIPE LENGTHS ARE MEASURED FROM CENTER OF CHAMBER TO CENTER OF CHAMBER. 3. VDOT STANDARD ST-1 STEPS ARE REQUIRED ON ALL STRUCTURES WITH HEIGHT GREATER THAN 4 FEET. 4. ADA ACCESSIBLE PARKING SPACES ARE SHOWN AS SHADED AND DESIGNED WITH A MAXIMUM 1.5% SLOPE IN ALL DIRECTIONS. CONTRACTOR TO ENSURE SLOPE DOES NOT EXCEED 2.0% IN ANY DIRECTION. 5. PROPOSED SIDEWALK/ADA ACCESSIBLE ROUTES ARE SHOWN AS SHADED. CONTRACTOR TO ENSURE CROSS SLOPES DO NOT EXCEED 2.0% AND LONGITUDINAL SLOPE DOES NOT EXCEED 5.0%. 6. ALL CURB INLETS TO HAVE REBAR TRASH RACK INSTALLED. J a m m D w 0r m m Q m O L m Z LJ m 0 M N M N L�Q z< 0 Vo �z Qo U N C) OU CN �E 00 p 0 a on z of ooco ZN I I Z- O } W Of 7 J o_N � w��3 0 Y Y J N 3 0 �J N O00 0 r All RYAN PERKINS Lic. No. 046565 11/19/2m1 ) 1n z O c0 w D_ 6 z TC ME - ti � - 455 1 4b6.T2`,/ 101 ��: F� °-\454.49 1 IL-�454.41 _ �.•m i�/nr-�T�o_� `\��\\\-\\-\ \\' z m � d 454.72 �' 454.80 / • • I 6 \ �455.67 - ' TC \\ \ NN \\7 U v O 0 V) � CAN7454.80\ A5 !,?�: 100A \ \ \ FS ME v- _ 456.86 TC D �_ - \\�\ \ \ w O = \ FS ME i IN \ \ \ \� 0 10" PVC O 1.00% 456.28 T 455.01 454.57 wM - \\ \\ \ CN -- 456.66 100 D \ \ \ 0 00 \ n TRENCH IN455.24. TC TC \TC BCC Fg _ _ - 455.77 455.77 120 \\ \ \\� \\ \ 1 CONNECT 6" PVC TO 456.74 C 454.93 gJ _ 1 TC TC J / \\\ \ \ Q 0 Q r w COQ o1� TC 454.36 6" PVC 0 1.00% - FS P 456.85 RCP WITH RUBBER \ 455.TC _ 10 455.27_ 5 \ \ �\ \\\\\\\ / Q o \ o m o 454.27 D 456.32 FS BOOT CONNECTION \ FS 456.14 TC BCC j _ 456. TC 4 5.45\� _ J 3 u .. / p \ TC� \\ \ �\ \ \ TC T P c • .455 93 TC \ \ Y ¢ v ¢ w TI 455.25 •TI 455.51 ; TI 455.76 / RS 456.26 CONTRACTOR TO CONFIRM r a+ TO \ 1 " ' ° BI 454.75 BI 455.01 BI 455.26 / //� 456.05 h1 TC 455.85 TCj VERTICAL LOCATION M GAS LINE 201 ®•, - ® ® ®. / �/ 1 �� TC 456 03 AT PROPOSED STORM CROSSING II l . � ti � I � - •,- ' '• � '•.. • `` � �n / G � I +' •` : 456.78 �. 456.44 / TC 455.84+ 456.30 oo N V OIL WATER �- ..� : 456.40 .`^i.` FS� G 456.59 TC BC N r> / .. FS . ,, C, SEPARATOR / FS Wawa ' a5ss7 \ \ T NN l NV. IN: 450.00 a �-'•��' • -' •I ^ :.• F$`/9�- / �� 456 A I I \ 456.59 457.00 458 U'• U'• 455.41 INV. OUT" 449.88 / ' . - - i 4 p`o �': 456.75 / TC 456.32 I / II III 1 ad v • .. .• .• .. i TC 1 ti O) FS TRENCH OUTLET / '-'' FS 6" PVC 0 1.00% FS \ I O 455.44 l I y TI 455.77 .: TI 455.95 . -:TI 456.15 2.26 ACRES ; / Rg o I TRENCH INV:453.50 . : ,.. FS BI.455.27'-. BI.455.45 :BI 455.65456.34 �.1.93Z • W50-FB-VA 6,049 SFF \ D C s l PIPE INV:452.50 ■ ■� . ,` T `• "� 101A TIC _-455. �i rn m o? s'455.41 a-� .. ° . �� ,.. FS I \� / N 457 455.18 ' . " [ti Q 22 45 52 TC 4Ca FS P ' '.. �' .. r•c •.� 4FS7P / FFE:45705 :,•, �/ G / \\ I Ito \ W �3a�'V' Tc Bc �1�I I -s" Pvc �1.00% .. ..,.7•: , '' 1 gag 48WAWA SPACES := I I // \ I I s r 7 c Q (� GI w r 455.02 \ /i : ' �.. . ` ".. •. 456.46 v y ',i'. �.i456.97 457.16 457.70 / -I N r7 u7 FS 454.95 TI 456.2/ TI 456.37' • TI 456.53 FS 456.79 CLEANOUT (TYP.) ' FS TC TCI ti Q 0] �+ 454.89 a TO ' BI_455.77' BI.455.87 BI 456.03 :FS :_, 456.85 457.64 458.14 73'7 \\\ IM I I I C //yy� ■ a r ". 456.83 ; ' FS - �� FS 458 FS loll , 455.17/ ., FS :; •' ; • INV: 454.05 (TYP.) TC-458.78 °D O 11111 aI \ I I I I F Z W v 0 0 1C 456.03 z' ' . .... «a5 . _i 456.62 0� 457.77 TC n III �I I I III I FS P - CANOPY DRAIN (TYP. OF 6) . 101 �` TC 459.071 00 ll -.INV: 452.94 -- F$ 456.88' J' TC \ / IIi1,11IIIIII f r71.0 _ II "I 15' LUw/s ETWO TRENCH INV. 455.78 456.25 P56.56^ --o: - 456.95 P 5$ / • -+ .0 458.38 / I\IIIII II\\I II �Il, 456.41 EAS MENT FS P 456.64 456.83 _ "O�•�Oa _ -r'.r 456.97 / r� // 1 6C6 5 000lJl"' TC ./d 48Z1 P . 24G� SS �_ aS .P S F$ FS 457.54 457.S6W/ W W FS 459.3s.T� Im�j1\\\\\\\IIIII SS -i- SS \�\\\\\ \111 1111 �Q� \ JCy� / 456.0 457.04 TC TC 459.30 TC \� W W W / TC- W 457.13 457.13 p�� 458.67 TC / \s \\\�IIIIIIIII 456.53 TC W TC \ TC 458.00 TC I I (D .,� 456.64/ .�;.. TC ... W TC d?\\\\ 111� 111 1111, i 1 V N -- _\ 4D0.TC i - - \\1 1111 IIIII III 11 V h v vnz \ �' UHL _ �y-tip' TC�--\\ _C �IIIII1�11II�I1I�IIII 456.77 r �� W W W _ W-CLEANOUT (TYP.) yy W _ TAN \ ' / I 6" PVC ®1.00% W FENCEMEANDERSP/L - 456.92 0P �IOv�g TC ME 40' GAS LINE EASEMENT D.B. 290 PG. 434 i JA-ZA D IM1113D PG. PARTNERSHIP536 ll D.B. 421 PG. 500 D.B. 77�G. 401 (PLAT) D.B. 1683 PG. 337 PARCEL ID: 06'1`WO-02-00-00200 ll ZONED: C-1 C MERCIAL PARCEL USE: VACANT C ERCIAL LAI � RMD PROPERTIES, LLC �9 o D.B. 2217 PG. 191 D.B. 407 PG. 55 (PLAT) oQ k5�' PARCEL ID: 061 WO-02-OA-00200 ZONED: C-1 COMMERCIAL PARCEL USE: MARKET GRAPHIC SCALE IN FEET 0 15 30 60 1"=30' 0 N Z Q LuLu N m W Z w W O noo u U UJ J Q LJ m J Q SHEET NUMBER CG-101 u C v 0 O Q C O E 0 T v Y 0 y a ° 0 0 3 v L N y v 0 a 0 0 T E n c 0 0 a ° 0 D O r ° C - o z Q o `o � .L. Y 0 it ° Y 3 n O 5 S 3 V I � J E 0 N O L c 0 0 v � o < c J ° v n 0 C O N a L E � C C ° O 0 O V m N N o -S L � I ° n � a U O o ° � 3 0 c I 3 )o O n h v J c I ° :J v N Y 2 Y n E a V N n v y V 0 � T 0 V V v0 C n E o v z v 0 z E 3 c Y c 11 0 C Y 'v v n L r V v I m � a v 0 C o� 0� J � U O O L Y Y a � v C O N O N v L Y n 5 � 3 0 N L J � ° E o c .. 0 n E n � 0 0 0 or �' DRAINAGE AREA MAP LEGEND IMPERVIOUS AREA DRAINAGE AREA BOUNDARY PERVIOUS AREA 101111111111114 GRAPHIC SCALE IN FEET 0 20 40 80 1"=40' MANOR LOAM 50D (HYDROLOGIC GROUP B) URBAN LAND 91 (HYDROLOGIC GROUP D) < > STORM STRUCTURE LABEL 101 DRAINAGE AREA LABEL DA-EX101 ENERGY BALANCE SUMMARY Pre -Development Runoff Curve Number (CN) 85 Drainage Area 2.62 acres Runoff Peak Flow Storm Event Impervious Area 1.43 acres Volume V cfs Managed Turf 0.85 acres 1 -year 14,932 7.38 Forest/Open Space 0.34 acres 10 -year 17.13 Time of Concentration Tc s C min Post -Development Prior to Routing) Runoff Curve Number (CN) 91 Runoff Peak Flow q Storm Event VolumeV cfs Drainage Area 2.62 acres 1 -year 20,086 9.40 Impervious Area 1.91 acres 10 -year 19.08 Managed Turf 0.71 acres Forest/Open Space 0.00 acres Time of Concentration(Tc) 5.0 min Channel Protection Compliance Energy Balance Equation, 1-year Storm Improvement Factor 0.8 0-post < I.F. x C!_pre x RV_pre/RV_post < 0.8 x 7.38 x 14932 / 20086 9.40 < [RETENTION REQUIRED Flood Protection Compliance 10-year storm post < re 19.08 < 17.13 DETENTION REQUIRED Post -Development Summary Routed flows Peak Flow Storm Event cfs 4.35 (< Required 4.39 Cfs) 1 -year 10 -year 16.80 (< Required 17.13 cfs) ULTIMATE OUTFALL SUMMARY DRAINAGE AREA LABEL TOTAL AREA (AC.) IMPERVIOUS AREA (AC.) MANAGED TURF AREA (AC.) FOREST/ OPEN SPACE AREA (AC.) C CN TIME OF CONC. Tc (min) PRE B SO LS 0.60 0.07 0.33 0.20 0.31 63 5.0 PRE D SO LS 2.02 1.36 0.52 0.14 0.70 92 5.0 PRETOTAL 2.62 1.43 0.85 0.34 0.61 85 5.0 BYPASS B SO LS 0.44 0.19 0.25 0.00 0.59 77 5.0 BYPASS D SO LS 0.73 0.53 0.20 0.00 0.75 93 5.0 DETENTION B SOILS 0.16 0.16 0.00 0.00 0.90 98 5.0 BYPASS TOTAL 1.17 0.72 0.45 0.00 0.69 87 5.0 D ETENTI ON TOTAL 1.45 1.19 0.26 0.00 0.80 95 5.0 COMBINEDTOTAL 2.62 1.91 0.71 0.00 0.75 91 5.0 STORMWATER MANAGEMENT NARRATIVE STORMWATER QUANTITY: TO ADDRESS STORMWATER QUANTITY REQUIREMENTS FOR THE PROPOSED SITE, THE ENERGY BALANCE METHOD WAS CHOSEN. THE LIMITS OF ANALYSIS USED FOR THE ENERGY BALANCE CALCULATIONS IS EQUAL TO THE LIMITS OF DISTURBANCE (2.62 ACRES). THIS SITE IS ANALYZED USING TYPE B AND D SOILS PER THE VIRGINIA STORMWATER MANAGEMENT HANDBOOK. THERE IS A 20% IMPROVEMENT FACTOR DUE TO THE LIMITS OF ANALYSIS BEING MORE THAN 1.0 ACRE. STORMWATER ROUTING CALCULATIONS ARE PROVIDED ON SHEETS CG-503 AND CG-504. OUTFALL: • EXISTING STRUCTURE 97 NEAR GREENBRIER DRIVE. A:I_1►1►1�I��3i�oNl1[�]►LK�]bl»GL[y CHANNEL PROTECTION COMPLIANCE IS MET THROUGH 9VAC25-870-66.B.3.A. THE ENERGY BALANCE EQUATION WAS USED TO ANALYZE THE OUTFALL WITHIN THE LIMITS OF ANALYSIS FOR THE 1-YEAR STORM. THE ENERGY BALANCE WAS SATISFIED BY PROVIDING UNDERGROUND DETENTION. CONTROL STRUCTURE 100A REDUCES THE POST -DEVELOPMENT FLOW TO MEET ENERGY BALANCE. FLOOD PROTECTION COMPLIANCE: FLOOD PROTECTION COMPLIANCE IS MET THROUGH 9VAC25-870-66.C.2.B, BY DISCHARGING THE POST -DEVELOPMENT PEAK FLOW RATE DOWNSTREAM OF STRUCTURE 100A AT A RATE LESS THAN THE PREDEVELOPMENT PEAK FLOW RATE. PRE DEVELOPMENT 3 92 G F CO N N N ti0)^ as Cq 3 a �rnaiai 3 h W No:a Ctio�xx fzl ,'� a ui vi � /C�) MI I o �JNMN M M n ti <ai a 3 �< 00 v o o a M I M ai ai O D .N� 3 I 3 POST DEVELOPMENT 000 I / OTE $g6 G5TAT �6 / • • $1215 STORY BRICK/METAL F.F.=458.3 7 Lipo OXIMATE LOCAIIQ NN VEPCO EASEMENT\ D.B. 429 PG. 350 \ \ 50D RMD PROPERTIES, LLC D.B. 2217 PG. 191 D.B. 407 PG. 55 (PLAT) RCEL ID: 061WO-0 -OA- 7nNrn. C-1 C(IAAAAGRCI, / / / / / / / SET (VA) CHARLOTTESVILLE-1165 PEPSI PLACE, LLC D.B. 4722 PG. 213 D.B. 2359 PG. 589 (PLAT) PARCEL ID: 061WO-02-00- 02BO P`Q� S�GC;1' gG PARCE? USED CONVALEESCENTI HOSPITAL V", FENCE MEANDERS ALONG P/L JA-ZAN LIMITED D.B. 113, D.B. 779 P PARCEL ID: Of ZONED: C PARCEL USE: VA( I I / E e-- rf / I / 97 98 i ' 0 a ^ / / i a l MI'�, I w Ng0 y 99CO al��al I \ 0Fi d o • h `�,\ \ �,. 99A R 445 I II Ifs \ E 50D \\\\ I a BYPASS i _.�-_Art•452 101E 110 = = - \ \\ \ I .• • \ 456 ` p 100A • • • 4$5 \\\\ARM 120 200N6\. , a5F a a a v. Wawa 1, 7.:1 :.:• i 2.26ACRES `\2 3: / a� W50-FB-VA DETENTION o 1 IIII 11 h 44�RNaia: DETENTION 1D1A I IIII I \ cy a a: s,aas SF bh FFE: 457.05 W a N V \ \ , .. . < • . . . / 48 WAWA SPACES O 457 \Ill 1 I I I \ 64 z M a / ' BYPASS `\ 101 ) BYPASS 1 \111 II `` 458 Qj IIIUIIII �v0aa // t...7.'.:.t. �• \\ 11 Ill II 1 IIII 00 i .. a"' v`�� 11111I11Illll oo \ J \\\ \\\\ III111I11 \ 102 \\\\\NIIIIII11111 \ / - T I I I I m >_ U m N w � o J a I- m GO In w Ir V) m z D_ O_ Q GO o w O � V) z 0 GO Li -Izl O M N r7 N LZQ z< O N o LLIZ O Q U N 0 OU DO co n U U a 1 o r-1 z of ooco Q z-ow a J ou) O_ N � W w�03 Y Y J N 3 0 �J N O0 O O r • t. yfj• , RYAN PERKINS Lic. No. 046565 11/19/2m1 ) z m :E d O O N 3�. O m U V) m O� w O 000 O LAN Ln Ir LC) I-- 0) Ul m m a-0 O) Q O m 0 z z y ¢ 1 U v w (U/l O O U 0 0� Z w Q�� N W W z W LIJ o O U W J Q W m J Q SHEET NUMBER CG-201 u C v 0 ° Q C O E 0 T v Y 0 y a ° 0 3 v L N v 0 0 m DRAINAGE AREA MAP LEGEND IMPERVIOUS AREA DRAINAGE AREA BOUNDARY PERVIOUS AREA MANOR LOAM 50D (HYDROLOGIC GROUP B) FORESTED AREA URBAN LAND 91 (HYDROLOGIC GROUP D) < > GRAPHIC SCALE IN FEET STORM STRUCTURE LABEL 101 0 20 40 80 NORTF{ DRAINAGE AREA LABEL DA-EX101 1"=40' STORMWATER MANAGEMENT NARRATIVE STORMWATER QUALITY: THE LIMITS OF ANALYSIS FOR THE WATER QUALITY CALCULATIONS (2.62.) Y INCLUDE THE ENTIRE LIMITS OF DISTURBANCE FOR THE DEVELOPMENT. PER RE -DEVELOPMENT REQUIREMENTS FOR DISTURBED AREAS MORE THAN 1 ° ACRE, THE ULTIMATE DEVELOPMENT REQUIRES A PHOSPHORUS LOAD REDUCTION OF 20%. DUE TO THE INCREASE IN IMPERVIOUS AREA WITHIN THE LIMITS OF DISTURBANCE, THIS REDUCTION EQUATES TO 1.54 LBS / YEAR. o TO SATISFY REQUIREMENTS FOR WATER QUALITY ON SITE, THE DEVELOPER o WILL PURCHASE 1.54 OF NONPOINT PHOSPHORUS NUTRIENT CREDITS FROM Q I A NUTRIENT BANK LOCATED WITHIN THIS PROJECT WATERSHED. O Y o r Post -Development Project (Treatment Volume and Loads) Enter Total Disturbed Area (acres) -->11 2.62 v 3 U .. V c I v 7 E J � O O fll U � v N L � C O O v u � c Q :J v L � � a a a E o - L � c D O � O 0 T� y v v � o 0 L ° I � n U � o 3 � L L 3 I 0 D n .. C ° I v reduction required: increaseMaximum The site's net I IcoverI Post -Development TP Load Reduction for Site (lblyr): Pre-ReDevelopment Land Cover (acres) A Soils B Soils C Soils D Soils Totals Forest/Open Space (acres) -- undisturbed forest/open space 0.20 0.14 0.34 Managed Turf (acres) -- disturbed, graded 0.84 for ardsorotherturftobe 0.33 0.51 Impervious Cover (acres) 0.07 1.37 1.44 2.62 Post -Development Land Cover (acres) A Soils B Soils C Soils D Soils Totals Forest/open Space (acres) -- undisturbed, 0.00 protected forest/open sace or reforested Managed Turf (acres) -- disturbed, graded foryards orother turf tobe 0.25 OAS 0.70 Impervious Cover (acres) 0.35 1.57 1.92 Area Check OK. OK. OK. OK. 2.62 Y 2 Y a Site Results (Water Quality Compliance) E n Area Checks �y V FOREST/OPEN SPACE (ac) O IMPERVIOUS COVER (ac) ° IMPERVIOUS COVER TREATED (ac) y MANAGED TURF AREA (ac) y MANAGED TURF AREA TREATED (ac) AREA CHECK D.A. A D.A. B D.A. C D.A. D D.A. E AREA CHECK 0.00 0.00 0.00 0.00 0.00 OK. 0.00 0.00 0.00 0.00 0.00 1 OK. 0.00 0.00 0.00 0.00 0.00 OK. 0.00 0.00 0.00 0.00 0.00 OK. 0.00 0.00 0.00 0.00 0.00 OK. OK. OK. O K. O K. OK. n v E z ° Site Treatment Volume (ft3) 7,211 0 Q = D Runoff Reduction Volume and TP By Drainage Area w 3 c ° RUNOFF REDUCTION VOLUME ACHIEVED (ft3) a o TO LOAD AVAILABLE FOR REMOVAL (lb/yr) TO LOAD REDUCTION ACHIEVED (lb/yr) y TO LOAD REMAINING (lb/yr) D.A. 0 0 0 0 0 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 o.00 o.00 o.00 o.00 o.00 JE o.00 a NITROGEN LOAD REDUCTION ACHIEVED (Ib/yr)11 0.00 0.00 0.00 0.00 0.00 0.00 0 P o .N Total Phosphorus o co FINAL POST -DEVELOPMENT TO LOAD (lb/yr) 4.53 Y TP LOAD REDUCTION REQUIRED (lb/yr) 1.54 n ° TO LOAD REDUCTION ACHIEVED (lb/yr) 0.00 TP LOAD REMAINING (lb/yr): 4.53 n s REMAINING TP LOAD REDUCTION REQUIRED (lb/yr): 1.54 L 3 N oL Total Nitrogen (For Information Purposes) E ° o Y POST -DEVELOPMENT LOAD (lb/yr) 32.41 n E NITROGEN LOAD REDUCTION ACHIEVED (lb/yr)In 0.00 0 REMAINING POST -DEVELOPMENT NITROGEN LOAD (lb/yr) 32.41 O o O L 1 ~ PRE DEVELOPMENT 3 G' G F- CO N N N raas Cq 3 a K01 mQi 3 Eti44 N a a: Ctio�xx fzl ,'� a ai vi 'a o'Srn o w� I I �JNM m M n a �<��� 011 M I M m ai O D I POST DEVELOPMENT 00 N N N ti �^ 00R Cq 3 E, K0 \ ti rsj N a amm E, ± ax fzl �0av v ~ M ti ¢ of a � � v o_ o_ M M ai aJ on N � M61 000 I / 1 / EEN E looR G5TAT �6 / • • LME �J $1215 STORY BRICK/METAL F.F.=458.3 Lpio OXIMATE LOCAIIQN VEPCO EASEMENT\ D.B. 429 PG. 350 \ \ 50D RMD PROPERTIES, LLC D.B. 2217 PG. 191 D.B. 407 PG. 55 (PLAT) RCEL ID: 061WO-0 -OA- 7nNrn. r'-1 rOkAAAPPri, / / / SET (VA) CHARLOTTESVILLE-1165 PEPSI PLACE, LLC D.B. 4722 PG. 213 D.B. 2359 PG. 589 (PLAT) PARCEL ID: 061WO-02-00- 02BO Q� S�OC;1' S� PARCEL USED CONVALEESCENTI ONEC-1 AL P\HOSPITAL V", FENCE MEANDERS ALONG P/L � JA-ZAN LIMITED D.B. 113, D.B. 779 P PARCEL ID: Of ZONED: C PARCEL USE: VA( I E MCO 97 1 EE14$1•g0�v>� T / si / 5TAiElgO't N/441`= / 98 /ice_% v / llllll, ioT')rn S / R / a d�I,IN'�'INl100 99 �I a • M / ` _ sRR44 ,I1I�ka'p�P�\rl QF • 99A / • ,',�� �v I/\ - 446 445, 446 l \\ \ 1^'r 9�Op"','P 44� 50D -448-144g\\\- ,,,�__450 449 449 -/ 101 B _ F52 453- - 451 �� p _�454452 112,Ay3= - - - 110 =77 • / • • •\ • • 4 i- -• JE 0 • • / Wawa - 2.26 ACRES 457 gSeEwO4 SF 57 05 48 WAWASPACZES / - 91 \ 101 9/ 102 zszsz� . • • • \\\\\y��\ \\\�\ \\� ao�ll.l V `t 1� dl C1 I '-456_ � 1)1111 1 I / )IIIIIII I 1 1111 1 I �457- 111 l I III 1\ \11I I 1 1\\\11\11 \\\ \111 II 458 11111111I1 l l 111 1111 IIII u"'� �� 11111111I1111 7_7 N1�1111�1 I I m >_ 0 m N W � o J a M D] In W OY V) m z O_ Q � w O r V) Ld 0 -Izl O M N r7 N L, �¢ z, O Vo LL1Z Qo O N OU DO0 GOE 00 0 ¢ o z 00 O c z- o W Of7 J o_N � 0 W Y w03 Y J N 3 O � N O0 O O , RYAN PERKINS Lic. No. 046565 11/19/2m1 ) z m :E a_ O O N 3�. O m 0 V1 m C' w O 0 O LLI N Ln 00 QL \ Q O > > m 0 O Q o m 0 Z Z y ¢ 1 ¢ v w (U/l O O U 0 1211� Z I11 L.L N W < ` w z w W O O rn� Cd Ld V J_J Q Ld m J Q SHEET NUMBER CG-202 v 0 0 m ° C O I T W Y O a ° 0 0 Y 3 0 c 0 0 Q 0 C O T E n c 0 0 0 0 c ° 3 c v o 1 0 Q N O Q 0 Y ° Q C Q 3 z_ Q Y so t . 3 � C V � I E ° 0 v m � r 0 .. c0 c o w u � o Q ° 0 L O n Eaci - C O C O O O T � � m o: « 3 �O 0 L ° n I � a 3 D J O � c . N 3 L `o 30 n > o JI N 0 J O a Y � n Y � U m E a N y y O � E c O V � V y N N ry n o E jN 0 z o Y E Q Q y c Y c Q ° w U < ° Z Z Q Y ° .J r h V c I m V � � a m 0 C o 0� J � o c° c Y « a 0 O 0 � L 5 n L 3 « 0 N J E o+ O 0 m E m � 0 0 0 0r PRE DEVELOPMENT I OT 1 1 / / ID, zoo � DA-E200 I NN aL c)) rii O �1 �o xx ui vin OOP I I pp� I/J ti to M t. 5 "! 0 a I II �v a aiai II I ci II II I IIEXISTING UPSTREAM STORM INLET DA-EX99A #1215 1 STORY BRICK/METAL F.F.=458.3 POST DEVELOPMENT DA-OFFSITE / APPROXIMATE LOCATION OF EXISTING DI-213 THAT RECEIVES DRAINAGE FROM DRAINAGE AREA "DA-OFFISTE." oo� / / n / / / ' SET (VA) CHARLOTTESVILLE-1165 PEPSI PLACE, LLC D.B. 4722 PG. 213 D.B. 2359 PG. 589 (PLAT) •.� Pp kg0 y PARCEL ID: 061WO-02-00-002BO ZONEOR �S�O� g0 PARCEL USED�CONVAL�SCENTIAL HOSPITAL 4 ° 9�\k'L9 J FENCE MEANDERS / ALONG P/L / r- d m aaO'9 RMD PROPERTIES, LLC D.B. 2217 PG. 191 to D.B. 407 PG. 55 PLAT RCEL ID: 061 WO-0 - sa"f ZONED: C- P / 1 � Ag2 I 6Nyp 0 '� �Op \d ��rk- 453 •. I �l�� OJ ff AgA DA-200 N N as \ \ ti xx W �Q fn Vl O Jc no a - ' z �v a n I M I 200 d I • • /i/ .•. " a � _. T � A.r09 201 / �• DA-CNPY ko 7 .::�:.:� - •.. C I , II I II I II EXISTING UPSTREAM STORM INLET y'I° APPROXIMATE LOCATION OF EXISTING / / tis"ti / DI-213 THAT RECEIVES DRAINAGE FROM DRAINAGE AREA "DA-OFFISTE." �97 / G / S 1 / SET (VA) CHARLOTTESVILLE-1165 PEPSI PLACE, LLC / I D.B. 4722 PG. 213 a •r \ ( D.B. 2359 PG. 589 (PLAT) 'Q�� Imo', IN kg0 y PARCEL ID: 061WO-02-00-00280 DA-OFFSITE ggM"-'''.a' .d * qOR ZONED: C-1 COMMERCIAL qs ad4... •,N 509go PARCEL USE: CONVALESCENT HOSPITAL i5.cpp N�'a D Wawa I DA-BLDG I 99A 112 \456� \ _ DA-112 102 RMD PROPERTIES, LLC D.B. 2217 PG. 191 D.B. 407 PG. 55 (PLAT) PARCEL ID: 061WO-0-OA-00200 ZONED: C-1 COMMERCIAL PARCEL USE: MARKET y0P _7z�sRCp °PA aMryg?v DA-SHEETFLOW 2 100A - / \\\ \\ \W \V / 120 dda� I 456 I 1111 1 11 DA-110 DA-120 � I \ I I II I LL \ 111 1 1 457 LULU LIw \1 \\III \ W \\II\IIII o \\\ \\11 II 458 111I1111I111 111 \ M 1111 rya �P� I11I1\11I111i 111 1111 111 _ 77�-"----\\7 )Illlnl�lll' FENCE MEANDERS ALONG PA _ JA-ZAN LIMITED D.B. 1134 D.B. 779 P( PARCEL ID: 06 ZONED: C- PARCEL USE: VAC, DRAINAGE AREA LEGEND IMPERVIOUS AREA PERVIOUS AREA DRAINAGE AREA BOUNDARY STORM STRUCTURE LABEL DRAINAGE AREA LABEL DRAINAGE AREA SUMMARY DRAINAGE AREA LABEL CJ+ ? TOTAL AREA (AC.) IMPERVIOUS AREA (AC.) MANAGED TURF AREA (AC.) FOREST/ OPEN SPACE AREA (AC.) C CA DA EX99A 99A 0.580 0.380 0.150 0.050 0.70 0.40 DA EX200 200 1.010 0.970 0.040 0.000 0.88 0.89 DAEXOFFSITE EX DI-213 0.880 0.660 0.210 0.010 0.76 0.67 DA-SHEETFLOW 1.110 0.000 0.840 0.270 0.31 0.35 PRE TOTAL 3.580 2.010 1.240 0.330 0.64 2.31 DA 99A 99A 0.460 0.260 0.200 0.000 0.66 0.30 DA 99 99 0.030 0.030 0.000 0.000 0.90 0.03 DA-200 200 0.630 0.590 0.040 0.000 0.87 0.55 DA-201 201 0.520 0.470 0.050 0.000 0.85 0.44 DA-OFFSITE EX DI-213 0.370 0.300 0.070 0.000 0.80 0.29 DA-SHEETFLOW 0.070 0.000 0.070 0.000 0.35 0.02 DA-SHEETFLOW 2 0.060 0.000 0.060 0.000 0.35 0.02 DA-101 101 0.050 0.040 0.010 0.000 0.79 0.04 DA-101B 101B 0.070 0.070 0.000 0.000 0.90 0.06 DA-102 102 0.100 0.080 0.020 0.000 0.79 0.08 DA-110 110 0.230 0.150 0.080 0.000 0.71 0.16 DA-111 111 0.050 0.050 0.000 0.000 0.90 0.05 DA-112 112 0.340 0.310 0.030 0.000 0.85 0.29 DA-120 120 0.260 0.150 0.110 0.000 0.67 0.17 DA-CNPY 10113 0.200 0.200 0.000 0.000 0.90 0.18 DA-BLDG 101A 0.140 0.140 0.000 0.000 0.90 0.13 POST TOTAL 3.580 2.840 0.740 0.000 0.79 2.82 GRAPHIC SCALE IN FEET 0 20 40 80 m } U m N \ w Q � o J a m m (n w m V) m z m O Q co m w O m (n z 0 w D- O M N M N LZQ z, O (no Z O Q O N OU CC M�00 O U o n z 0_ 0OzcN co z-0w D'7 J 0 wY ��3 J N 3 0 O N J O(D 0 r • t. yfj• RYAN PERKINS Lic. No. 046565 U O w0 o o Q S 1 N w� ~� o° 3 O Ln (n a ¢ Ul m U m o z c7 v O N m z 3 ¢ O m m 'm 0 w V w U 5Q G Q �W V Z < L.L z w V i N W W z W W u O r� U W V J Q LJ m J Q SHEET NUMBER CG-203 u 0 u Q v C O 0 a 0 T a 0 s 3 m 0 6 0 0 a" v 0 _ `o I a 3 � Y 11 T J � i 3 O Y o �0 0 �C Y � 2 O 0 N 0 n I o N 3 N L 0 o c Y 0 � C Q N E N0 O L � �r L = 0 O v c o o = a v � v o0 o O a E I � _ j o 0 D � 3 y O � L I m '0 `o n n n h O 3 JI s J u Y 3 Y O v E � C O V 0 � a n V V m a m y n o E T 0 _o z m n z = _ J 'N J U Q � J `v o n C J E Y N Z o C_ Y = � 0 Q N O C Y 'd C m n r � C I N w � a N = 0� J � U o v Y Y a � m n 0 c 0 � 0 L 5 n 5 � 3 ov J w - rn F o 0 n = In 0 O o m o r InlQ Tn 1nlA 10+00 11+00 12+00 103 TO SWM3 460 0 460 N N LO It ao > � Z 456 456 EXISTING GRADE PROPO ED GRADE 452 452 STORMWATER DETENTION448 448 15'ARCP ® 3.31% 444 444 N 10+00 10+75 102 TO SWM2 00 0 0 ro0 MON 00°D 0 000 460 07 NOD ODa O t a 460 0 LO EXIST] qG GRADE � Z 0 't•• yI D n OD LO �??> > of Od.Z_Z N�Z _ (nFE> owz _ 456 PROPOSED GRADE 7 456 EX. 8Aq LINE 2 C SING (SEE SHEET CU 501) IFS452 (S E SHEET CU 501) 452 H 92 LF OF m w N 15" RCP 0 0.55, N 15" RC LF O to 2' 72 LF OF 15" RCP 0 0.507 448 STO MW 448 TER DETENTION 444 444 aoo 0)00 rn40 0't � to LO -ItLO q- It � 10+00 11 +00 12+00 12+35 GRAPHIC SCALE IN FEET 0 15 30 60 HORIZONTAL VDOT STORM DRAIN DESIGN CALCULATIONS - 10-YEAR STORM FROM POINT TO POINT DRAINAGE AREA RUNOFF COEFFICIENT inlet CA accum INLETTIME RAINFALL RUNOFF INVERT ELEVATIONS LENGTH SLOPE SIZE PIPE CAPACITY Q/Of VELOCITY FLOW TIME upper end lower end incr accum acres C min in/hr cis ft ft ft % in cfs % fps min STR 112 STR 111 0.34 0.89 0.303 0.303 5.00 6.67 2.03 446.08 445.91 34 0.50% 15 4.57 44% 3.61 0.16 5.00 STR 111 STR 110 0.050 0.950 0.048 0.350 S.00 6.61 2.33 445.81 445.65 32 0.50% 15 4.57 51% 3.74 0.14 5.16 STR 110 STR SWM4 0.230 0.710 0.163 0.513 5.00 6.57 3.40 445.55 445.44 21 0.50% 15 4.57 74% 4.08 0.09 5.30 STR 201 STR 200 0.520 0.880 0.458 0.458 S.00 6.67 3.07 449.25 449.09 32 0.50% 15 4.57 67% 3.99 0.13 5.00 STR 100A STR 100 (N/A) (N/A) 0.000 0.000 0.00 6.67 9.48 443.38 442.00 49 2.80% 15 10.86 87% 7.72 0.09 0.00 STR 100 STR 99 (N/A) (N/A) 0.000 0.000 0.00 9.00 9.48 441.90 436.73 82 6.30% 15 16.25 58% 13.75 0.10 1 0.11 STR 99 STR 98 0.030 0.950 0.029 0.029 5.00 6.67 9.67 434.33 427.99 64 9.90% 15 20.37 47% 16.39 0.06 5.00 STR 98 STR 97 (N/A) (N/A) 0.000 0.029 0.00 6.64 9.67 427.89 422.81 51 9.90% 15 20.38 47% 16.39 0.05 5.07 STR 101B STR 101A 0.070 0.950 0.067 0.067 5.00 6.67 1.72 1 449.93 448.90 182 0.60% 15 4.85 35% 3.61 0.84 5.00 STR 102 STR 101 0.100 0.810 0.081 0.081 5.00 6.67 0.54 450.69 450.18 92 0.60% 15 4.79 11% 2.59 0.59 5.00 STR 101 STR 101A 1 0.05 0.81 1 0.041 0.122 1 5.00 1 6.47 0.79 450.08 448.90 48 2.50% 15 10.11 8% 4.91 0.16 5.59 STR 101A I STR SWM2 (N/A) I (N/A) 1 0.000 1 0.188 1 0.00 1 6.40 3.37 448.80 448.44 72 0.50% 15 4.57 74% 4.07 0.30 5.84 STR 120 1 STR SWM31 0.26 1 0.65 1 0.169 1 0.169 1 5.00 1 6.67 1.14 449.50 447.92 25 6.30% 15 16.21 7% 7.61 0.05 5.00 VDOT HYDRAULIC GRADE LINE CALCULATIONS - 10-YEAR STORM INLET O.SD+ (OUT) ACTUAL OUTLET WSE DESIGN OUTLET WSE Do Qo Lo Sro Hr JUNCTION LOSS FINAL INLET WSE F/L ELEV Vo (8) Ho (9) Q (10) V; (11) (12) LL2INV H; Angle Ho H� SurfaceQ;V; Runoff Factor? 1.3 Hi 6-1�(1) 0.5 HiH (2) (3) (4) (5) (6) (7) (13) (14) (15) (16) (17) 1 (18) (19) (20) (21) STR 201 450.09 450.09 450.09 15 3.07 32 0.0023 0.07 3.99 0.06 0.00 0.00 0.00 0.00 0.00 0 0.00 0.06 YES 0.08 NO 0.08 0.15 450.24 453.71 STR 120 448.92 448.92 448.92 15 1.14 25 0.0003 0.01 7.61 0.22 0.00 0.00 0.00 0.00 0.00 0 0.00 0.22 YES 0.29 NO 0.29 0.30 449.22 454.77 STR 110 446.44 446.44 446.44 15 3.40 21 0.0028 0.06 4.08 0.06 2.33 3.74 8.71 0.22 0.08 15 0.04 0.18 YES 0.24 YES 0.12 0.18 446.62 453.37 STR 111 446.65 446.62 446.65 15 2.33 32 0.0013 0.04 3.74 0.05 2.03 3.61 7.33 0.20 0.07 60 0.11 0.24 YES 0.31 YES 0.15 0.20 446.85 450.55 STR 112 446.91 446.85 446.91 15 2.03 34 0.0010 0.03 3.61 0.05 0.00 0.00 0.00 0.00 0.00 0 0.00 0.05 YES 0.07 NO 0.07 0.10 447.01 451.96 STR 101A 449.44 449.44 449.44 15 3.37 72 0.0027 0.20 4.07 0.06 1.72 3.61 6.21 0.20 0.07 80 0.13 0.27 YES 0.35 YES 0.17 0.37 449.81 456.92 STR 101 449.90 449.81 449.90 15 0.79 48 0.0001 0.01 4.91 0.09 0.54 2.59 1.40 0.10 0.04 30 0.04 0.17 YES 0.22 YES 0.11 0.12 450.02 456.73 STR 102 451.18 450.02 451.18 15 0.54 92 0.0001 0.01 2.59 0.03 0.00 0.00 0.00 0.00 0.00 0 0.00 0.03 YES 0.03 NO 0.03 0.04 451.22 455.90 STR 101B 449.90 449.81 449.90 15 1.72 182 0.0007 0.13 3.61 0.05 0.00 0.00 0.00 0.00 0.00 0 0.00 0.05 YES 0.07 NO 0.07 0.20 STR 98 423.81 423.82 423.82 15 9.67 51 0.0224 1.15 16.39 1.04 9.67 16.39 158.49 4.17 1.46 20 1.04 3.55 NO 3.55 YES 1.77 2.92 STR 99 428.99 426.74 428.99 15 9.67 64 0.0224 1.43 16.39 1.04 9.48 13.75 130.35 2.94 1.03 70 1.79 3.86 NO 3.86 YES 1.93 3.36 A440.3O454.59 STR 100 437.73 432.35 437.73 15 9.48 82 0.0215 1.76 13.75 0.73 9.48 7.72 73.19 0.93 0.32 70 0.56 1.62 NO 1.62 YES 0.81 2.57 STR 100A 443.00 440.30 443.00 15 9.48 49 0.0215 1.05 7.72 0.23 0.00 0.00 0.00 0.00 0.00 0 0.00 0.23 YES 0.30 YES 0.15 1.20 2 460 452 112 TO SWM4 ro 00 In It N N O j-0 ZZ PROPOS D GRADE 1.5 460 rn� Lri m � - �> t..r Nam? 456 452 1 448 STORMWATER DETENTION 34 LF�OF� 1 " RCP 0 O. 0% w 444 V) 444 M 21 LF OF PIPE 100 TO 99 15" RCP 15" RCP 0 0.50% CROSSING 15" RCP 0 0.50% 441 441 O � M N tt 10+00 11+00 11+2° 456 452 448 TER 444 440 436 432 428_L_ 424 4201 416 415 201 TO 200 460 460 LO N Oi O O N 7 0 LO �o �z o�Z EXISTING 456 N - GRADE o> N w K 456 PROPOS D \ \ GRADE 452 452 448 1 448 3 LF OF 15" RCP ® 0.50% 446 446 N 10+00 10+5( 99A TO EX. PIPE 452 452 0 0 rn� 0 'tD 0 448 a • • 448 EXISTING GRADE v PROPOSED GRADE 444 444 CONTRACTOR TO REMOVE EXIS NG STRUCTURE AND EXTEN PROPOSED TRUCTURE 9 A. 15 LF OF 440 15" RCP 0 2.01% 440 O O SWM1 TO 97 10+00 10+50 ico 460 O LO N M M W,* o a W) =O 0 � Z O N LO O o > ZZ > �� H � >0 �Zp z --�� �» 456 EXISTING GRADE 452 \� PROPOSED GRADE N N M Oo 6 t2 448 PI 1 TO 111 15" RCP CR SIPv „ *?O \ d)�>> O��ZZ a 444 RCLF OF P ® Ni \ 283y, \ 4 F OF a°o 15" RCP 0 0.50 7Sa (9 �' °0 N N, 440 H a 3S� \ Z o 00 :� > > 436 432 m ® 0 00 n t0 �p N \ . F Z Z � >> > 428 EXISTING ±54" RCP I 424 420 1 416 415 00 LO r- 10+00 11+00 12+00 12+7_` m >- U m N \ W Q J a M m D (n W m V) m z O a � o w O V) z 0 W 0 z 0 M N M N L Z> z� O N LJ ,, Z 0 a p N > OU �E p co 0 a z ono 00�0 Q Z- O W D 7 c J O N W Y w�p3 x Y J N 3 O pJ N O0 0 v RYAN . PERKIN 3 y LiC. No. 046565 �0 II/19/I jONAL U O N z 3�. O m m 0 :E V) a- m � w O O 00 CDLn W N ~ 0 Ir LC) a-0 ¢C3� _ Q m o m m 0 Q S < z z 3 W V Y U w S Ul O O U 0. v) W �S Z 0 Q W J J D O 0 j / C/) U 0 0� Z Q I11 1..� N W Q W z W 0 W o 0 ram^ U LLI V J Q W m J Q SHEET NUMBER CG-501 RA 0 U E c m U m ° o N \ W O m Q Q a C O C O a 10-YEAR STORMWATER MANAGEMENT ROUTING SUMMARY J v >_ Y m O (n T W V) o m z O Wawa - Greenbrier HydroCAD Type 1124-hr 10-YR Rainfall=5.44" Wawa - Greenbrier HydroCAD Type H 24-hr 10-YR Rainfall=5.44" Wawa - Greenbrier HydroCAD Type 1124-hr 10-YR Rainfall=5.44" m Q co 'o Prepared by Kimely-Horn Printed 11/18/2021 Prepared by Kimely-Horn Printed 11/18/2021 Prepared by Kimely-Horn Printed 11/18/2021 j y HydroCAD®10.10-5a s/n 09843 ®2020 HydroCAD SoftwareSolutions LLC Pace 11 HvdmCAD®10.10-5a a/n 09843 0 2020 HydroCAD SoftwareSolutions LLC Pape 12 HydroCAD®10.10-5a s/n 09843 0 2020 HydroCAD SoftwareSolutions LLC Pace 13 � 3 W Summary for Subcatchment 1S: PRE (TOTAL) Summary for Subcatchment 3S: POST (DETAINED) Summary for Subcatchment 4S: POST (BYPASS) z ° m [49] Hint: Tc<2dt may require smaller dt [49] Hint: Tc<2dt may require smaller dt [49] Hint: Tc<2dt may require smaller dt O Cr) 6 Runoff = 17.13 cfs @ 11.95 hrs, Volume= 35,892 cf, Depth> 3.77" Runoff = 11.12 cfs @ 11.95 hrs, Volume= 25,541 cf, Depth> 4.85" Runoff = 7.97 cis @ 11.95 hrs, Volume= 16,905 cf, Depth> 3.98" j c W N Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 1.00-24.00 hrs, dt= 0.05 hrs Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 1.00-24.00 hrs, dt= 0.05 hrs Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 1.00-24.00 hrs, dt= 0.05 hrs [If Type II 24-hr 10-YR Rainfall=5.44" Type II 24-hr 10-YR Rainfall=5.44" Type 11 24-hr ain = . ° o ° 0 Area (ac) CN Description Area (ac) CN Description Area (ac) CN Description Q 1 S 2.620 85 2.620 100.00% Pervious Area 1.450 95 1.450 100.00% Pervious Area 1.170 1.170 87 100.00% Pervious Area z ° 3S 4S c ° Tc Length Slope Velocity Capacity Description Tc Length Slope Velocity Capacity Description Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ftlsec) (cfs) (min) (feet) (ft/ft) (ftlsec) (cfs) (min) (feet) (ft/ft) (f'sec) (cfs) 0 ih 0 PRE (TOTAL) 5.0 Direct Entry, 5.0 Direct Entry, 5.0 Direct Entry, M POST (D TAINED) POST ( YPASS) N v Subcatchment 1S: PRE (TOTAL) Subcatchment 3S: POST (DETAINED) Subcatchment 4S: POST (BYPASS) Q E Z> Y Hydmgraph Hydrogxaph Hydmgraph � I I I ' ' ' ' I I I I 1 '' __�__�__�__�__�__�__�__�__�__�__�__�__�__�__�_____.______ __f __ ■RunoR , - 1 • I~ - I I I ■RunoR I l I ■RunoR (n L] WZ 1 n.,xm __ __ __ __I 0 t, o 7, I I I , I I I I I I I I I Ira �4- br ` I-�f13=�ln#a11F5'4�_ _L__L__L__L__L__L__L__L__L I I I I I I I __L I I I I I I I I Y 124- r _L__L__L__L__L __L__IZR=_�__L_�__ I I MZa`I I I I 4a 124- r i I' 1 Q� N o� m o 1b-Y R n II' 5� F 4�"-l�Rltajn�allp54" °- O ° --� _L _L _L _L _L _L _L _L _L IL IL _L _L �I(� Ia .� I� ICI III , __L _L _L _L _L _L _L _L _L _L __L _L -Runoff-AfearY1-20-OY -r -r -r -r -r -r -r -f -I __I __I __I __I _ _ _ - - -r Ir _ - r__r__r__r__ 0 Ir -r ___ _ Runoff l4r@ar1. __ _ Runoff df , rea�1: -RunoffA 778;� R 'It3�90'S-_,__ Y)lY m U Q "' . - z O oc c 5 P � 6L , _L _L _L _L _L _L _L _L _L_-_L-Rurtoff_folttm& a14 df- I I I I I I I I I I I I � R- r __r__,-- - -- 7 VolSmie=25541 +- Ix r__ftu_ ---'---_ff_Vblumis= df Ir oo � o ^ Cof_ , Rulho__#fq ssyr, t _L _L _L _L _L _L _L _L _L_ __L _L _L _L _L _rL� Iho f ge thb4k85�-- RulhoRf [�ef}thS3F98 < } O D_____________________________ SWM COMBINED u � - ___________ _ _ I I I I ' = �_ fly 9� 4 _II _II iT�l�r"�1• %� - �I�-&`l Z7 O J 'L r , � _ I I I I I I I I - -__ __ __ __ __ __ __ __ Icl� o N LIJ Y o --____ I ' I I I C I I I I ________� ______________II , I I I I I ---r-- I �� --r ---r r '- r �_ -r I L L L L L , --I __ __ __ --I __ __ __ -_ --I __ --I __ --I __ --I __ --I __ z I W Z � � 3 1 2 3 4 5 6 7 a 9 1a 11 12 13 14 15 16 17 18 19 20 21 22 23 26 1 2 3 4 5 6 , a 9 10 11 12 13 14 15 16 9 19 19 20 21 22 23 24 ° 1 2 3 4 5 fi ] 8 9 1a 11 12 13 14 15 16 11 18 19 20 21 22 23 24 N3 ON O j nme (Mum) nme (Mum) Irma [Mum) O 3 O O E 0 0 v �' r Subcat Reach on Link Routing Diagram for Wawa- Greenbrier HydroCAD Prepared by IOmely-Hom, Printed 11/18/2021 HydroCADO 10.10Se sin 09843 02020 HydroCAD Soft m Sdutims LLC .�Ipys 1 H Qy� C V O l 41 U c Y � tf v RYAN PERKINS y LiC. 046565 0 a E qNo..� - Type If 10-YR Rainfall=5.44" Wawa -Greenbrier HydroCAD yp Prepared by Kimely-Horn Printed 11/18/2021 - Type 24-hr 10-YR Rainfall=5.44" Wawa Greenbrier HydroCAD yp Prepared by Kimely-Horn Printed 11/18/2021 Wawa -Greenbrier a a Prepared by Kimely-Horn HydroCAD T e yp 1124-hr 10-YR Rainfall=5.44" Printed 11/18/2021 Wawa - Prepared Greenbrier HydroCAD by Kimely-Horn Type 24-hr 10-YR Rainfall=5.44" yp Printed 11/18/2021 -Greenbrier H r T e 1124hr 10-YR Rainfall=5.44" Wawa HydroCAD Type Prepared by Kimely-Horn Printed 11/18/2021 CS HydroCAD®10.10-5a s/n 09843 02020 HydroCAD Software Solutions LLC Pace 14 HydmCAD®10.105a sin 09843 02020 HydroCAD Software Solutions LLC Pace 15 09843 02020 HydroCAD Software Solutions LLC 02020 HydroCAD Software Solutions LLC Pace 17 HvdroCAD®10.10-5a s/n 09843 02020 HydroCAD Software Solutions LLC Pace 18 j�NAL ° HydmCAD®10.10-5a sin Pace 16 HydroCAD®10.105a sin 09843 Summary for Pond SP: SWM Stage -Discharge for Pond 5P: SWM Stage -Area -Storage for Pond 5P: SWM Summary for Link 6L: COMBINED `O Primary OutFlow MaxIII cfs @ 12.01 hrs HW=40.39' TW=437.00' (Fixed TW EleI437.00') z m m � m m Inflow Area = 63,162 sf, 0.00% Impervious, Inflow Depth > 4.85" for 10-YR event Inflow = 11.12cfs@ 11.95hrs, Volume= 25,541 cfInflow ulvert (Passes 9.48 ds of 11.67 cfs potential flow) LE2=10rifice/Grate(Orifice Controls 1.09 efs @ 12.48 fps) Elevation Primary (feet) (cfs) Elevation (feet) Primary (cfs) Elevation Primary (feet) (cfe) Elevation Primary (feet) (cis) Elevation (feet) Storage (cubic -feet) Elevation (feet) Storage (cubic -feet) Inflow Area = 114,127 sf, 0.00%Impervious, Inflow Depth > 4.44" for 10-YR event = 16.80 cis @ 12.00 hrs, Volume= 42,244 of ~ U O w _ N= CDOutflow O U V) m 446.10 0.66 448.70 1.99 = 10.14 cfs @ 12.01 hrs, Volume= 25,339 cf, Atten= 9%, Lag= 3.5 min =Orifice/Grate (Orifice Controls 1.97 cis @ 7.37 fps) 443.50 0.00 451.30 12.50 443.50 0 448.70 5,223 Primary = 16.80 cfs @ 12.00 hrs, Volume= 42,244 cf, Atten= 0%, Lag= 0.0 min O LLB N Ln o Primary = 10.14 cis @ 12.01 hrs, Volume= 25,339 cf p- g ( eir Controls 8.42 cfs 2.81 =Shar Crested Rectangular Weir W @ fps) 443.55 0.01 446.15 0.68 448.75 2.03 451.35 12.54 443.60 98 448.80 5,327 O tp O } } n ° 443.60 0.02 446.20 0.67 448.80 2.07 451.40 12.58 443.70 196 448.90 5,434 Primary outflow Inflow, Time Span= 1.00-24.00 hrs, dt= 0.05 hrs Qf LC) d Q O) Q m > 07 n Routing by Stor-Ind method, Time Span= 1.00-24.00 hrs, dt= 0.05 hrs Pond 5P: SWM 443.65 0.05 443.70 0.08 446.25 446.30 0.68 0.68 448.85 2.11 448.90 2.15 451.45 12.63 451.50 12.67 443.80 443.90 295 393 449.00 449.10 5,542 5,652 0 o m o m Peak Elev= 450.43'@ 12.01 hrs Surf.Area=1,250 sf Storage=7,255 cf Hydmgraph 443.75 0.12 446.35 0.69 448.95 2.19 451.55 12.71 444.00 491 449.20 5,764 Link 6L: COMBINED =� J z 3 ---1--,__a__1--f-- -- -- -- ---- -- --I-- -- -- -- ---- -- -- -- 879 Hyarogrepn Y YPlug -Flow detention time=44.2 min calculated for 25,339 cf (99%of inflow) ,' ■ia- : ■Pomary 443.85 0.18 446.45 0.70 449.05 227 451.65 12.0 444.20 688 449.40 5,996 vUi o o � Center -of -Mass det. lime= 38.9 min (799.9-761.0) t -- - -- -- -- -- -- --`-- - -- -- -- -- -- -- ---- -- -- -- exm aft i� 443.90 020 443.95 022 446.50 446.55 0.71 0.71 449.10 2.0 449.15 2.34 451.70 12.84 451.75 12.88 444.30 444.40 786 884 449.50 449.60 B,NB 6,237 __L__� -- -- -- -- -- --------- -- -- -- -- --------- -- -- �Infloa, -- - ----- -- -- -- -- -- -- -- --i-- ------!-- -- -- " F--I - Q�*00463'46St- ■Ptlmary �__ �__�__�__i__i__L__;I 3 Volume Invert AvaiLStorege Storage Description 101�, --L-------.'--,'--.--«-- - -- -- p - Rf1 �- �"�'14Y"• 444.00 024 444.05 0.26 446.60 446.65 0.72 0.73 449.20 2.37 449.25 2.41 451.80 12.92 451.85 12.97 444.50 444.60 982 1,081 449.70 449.80 6,359 6,481 __L_ --------- -- -- -- -- --- -- -- -- -- --I- _-H- ---a- 'L a1f *�--�_-�-- #1 443.50' 6,876 cf Custom Stage Data (Prismatic)Listed below (Recelc) 11- 7 1s 0 7,238 cf Overall x95.0%Voids = _; C� - '--`----"--J--'--'--`--`--`- --3IQi8�@= 444.10 028 4.' 44.15 029 446.70 446.75 0.73 0.74 449.30 2.44 449.35 2.47 451.90 13.01 444.70 444.80 1,179 1,277 449.90 450.00 6,604 6,727 ,', ---L----- -- -- -- -- ---- -- -- -- -- ----- -- 1, #2 447.92' 31 cf 15.0" Round Pipe Storage I I I I I I I I I I I TS 444.20 0.31 446.80 0.74 449.40 2.51 444.90 1,375 450.10 8,850 1----L---- -- -- -- -- -- - -- -- -- -- --`-- -- --`--I-- -- -- L=25.0' 5=0.0631 'f 1 -- --I----- -- -- -- -- -- - _ -- -- -- _-.-- ----I___I-- -- -- w ° #3 445.44' 26 cf 15.0" Round Pipe Storage 7 ',,--�---;------;--;--�-- - ---I-- -- -- -- -- ---- -- -- -- 444.25 0.32 444.30 0.33 446.85 446.90 0.75 0.76 449.45 2.54 449.0 2.57 445.00 445.10 1,473 1,572 450.20 40.30 6,973 7,095 + + L=21.0' S=0.00501 #4 445.65' 39 15.0" Round Pipe Storage - .. ,1 '�, I I c D of L= 32.0' S=0.0050T ,= " __,__�__y__a__a__,__�__�__�_ _,I__,I__, __,__,__�__�__I__y__ __ __ 444.40 0.36 444.45 0.37 44700 447.05 0.77 0.77 449.60 263 449.65 2.66 445.30 445.40 1,768 1,866 40.50 450.60 7.335 7,356 __ __I_____ __ ------ m #5 445.91' 42 cf 15.0" Round Pipe Storage ,' 444.50 0.38 447.10 0.78 449.70 2.69 445.50 1,965 40.70 7,376Uj o L L= 34.0' S= 0.0050'I' #8 448.44' 88 of 15.0" Round Pipe Storage - I I I I -"I -- -- 444.55 0.39 444.80 0.41 447.15 447.20 0.78 0.79 449.75 2.72 449.80 2.89 445.60 445.70 2,064 2,164 450.80 450.90 7,395 7,413 7 '' n 15.0" ' 5= Pipe 'P #7 448.90' 223 d 15.0" Round Pipe Storage ,' « z --� - -- --a-- -- -- --. -- ---- -- -- -- 444.70 0.42 4 44.70 0.43 447.30 447.30 0.80 0.60 449.90 3.56 449.90 3.56 445.90 445.90 2,365 2,368 451.10 451.10 7,430 7,444 -- -- -- - - -- -- -- --«-- -------'-- -- -- ' 4 --------- -- -- -- -- -- -- -- -- --`-- ------"-- -- -- --------- -- -- -- -- -- -- -- -- --.-- -- -----I-- -- -- / I„ I„ I ° '5 m L=182.0'S=0.0061P #8 448.90' S9 of 15.0" Round Pipe Storage + ,, ,, 444.75 0.44 444.80 0.45 447.35 447.40 0.61 0.81 449.95 3.99 450.00 4.47 446.00 446.10 2,472 2,578 451.20 451.30 7,456 7,467 ---------- ',,' 1--',-- --`-- -- I` n L= 48.0' S= 0.0245'/' 9 + z s 4 s s , a 9 m n tz 13 a 15 is n to +9 29 zt zz 23 24 444.85 0.46 444.90 0.47 447.45 447.50 0.82 0.82 450.05 5.00 450.10 5.57 446.20 446.30 2,685 2,793 451.40 451.50 7,477 7,485 1 ° #9 450.18' 113 cf 15.0" Round Pipe Storage P444.00 nmI (M°") 0.48 447.60 0.83 450.20 6.82 446.40 2,010 451.70 7,490 , z 3 a 5 s f e B 10 „ ,z 13 to 15 ,e 17 ,e ,B zD zt zz z3 za /\ y L= 92.0' S= 0.0055'P 445.00 0.49 447.60 0.83 450.20 6.82 446.50 3,010 451.70 7,494 TM1B (aO1n) C 7,497 cf Total Available Storage 445.05 0.49 447.65 0.84 450.25 7.50 446.60 3,118 451.80 7,496 e 0 >, Elevation SUrf.Area Inc.Store Cum.Store 445.10 0.50 445.15 0.51 447.70 447.75 0.04 0.85 450.30 8.20 450.35 824 446.70 446.80 3,226 3,331 451.90 7,497 z c 445.20 0.52 447.80 0.86 450.40 9.70 446.90 3,436 0 0 (feet) (sq-ft) (cubic -feet) (cubic -feet) 443.50 1,034 0 0 445.25 0.53 445.30 0.54 447.85 447.90 0.89 0.94 450.45 10.48 450.50 11.29 447.00 447.10 3,539 3,640 O 450.50 1,034 7,238 7,238 445.35 0.55 447.95 0.99 450.55 11.82 447.20 3,741 c °= Device Routing Invert Outlet Devices 445.40 0.55 445.45 0.56 448.00 448.05 1.06 1.14 450.60 11.87 450.65 11.92 447.30 447.40 3,839 3,938 #1 Primary 443.50' 15.0" Round Culvert L= 81.5' Ke= 0.900 445.50 0.57 448.10 1.22 450.70 11.96 447.50 4,036 m Inlet / Outlet Invert= 443.50' / 436.85' S= 0.0816'P C� 0.900 0.013, Flow Area= 1.23 445.55 0.58 445.60 0.58 448.15 448.20 1.31 1.40 450.75 12.01 450.80 12.05 447.60 447.70 4,134 4,232 i� O v , ° n= sf #2 Device 1 443.50' 4.0" Vert. Orifice/Grate C= 0.00 Limited to weir flow at low heads #3 Device 1 447.75' 7.0" Vert. Orifice/Grate C= 0.600 Limited to weir Flow at low heads 445.65 0.59 445.70 0.60 448.25 448.30 1.49 1.56 450.85 12.10 450.90 12.14 447.80 447.90 4,331 4,429 o N #4 Device 1 449.75' 4.0' long Sharp -Crested Rectangular Weir 2 End Contraction(s) 445.75 0.61 445.80 0.61 448.35 448.40 1.62 1.68 450.95 12.19 451.00 12.23 448.00 448.10 4,527 4,625 0 445.85 0.62 448.45 1.74 451.05 12.28 448.20 4,724 445.90 0.63 448.50 1.79 451.10 12.32 448.30 4,823 c m 445.95 0.63 448.55 1.85 451.15 12.36 448.40 4,921 E 446.00 0.64 448.60 1.89 451.20 12.41 448.50 5,021 446.05 0.65 448.65 1.94 451.25 12.45 448.60 5,121 <�- w c_ C ° 0 N m L 1N, U v III �11 C m Q N N a T c N W .21 U S III Z Q 1 1 1 m LU n Ilf 1 1 r 0 o z 0 OO 't W J 3 L.L `m Q Ld rn W O m J C Q a) E SHEET NUMBER ° r CG-504 6 C v 0 0 Q 0 0 I v E Y O 0 0 L 3 a 0 L N 0 m a 0 E 0 T v Y T 0 0 a 0 0 0 0 O O N 0 .L. 0 3 3 D _ Z Q 0 J 5 1 3 r C J E J 0 0 H N I y c -� O o L � � L c o � 0 0 Q E a C N O L n o N O v v o' c o O � 5> n � v v n 3 O O 3 I L U 3 s U 3 D 0 3 c � v v L � I � C p O n � N � o a n �I Y y Y y 0 E T 0 V m ti y N v � u T � o p C E O 2 Z c Q J N 1 p r_ C J J L v H I v � E � a N 0 C o2, O v J � 0 0 L Y Y a � v p 0 C O N O N O L Y n 5 � 3 0 v J �0 o 0 n E p � 0 0 0 or �, 00 N N N 0-a Cti f�jxNaa C�o�xx fzl _ a vi vi Owrn I I � N m M I Q 0] of >�aa v 00 PO m 0j 66 5/8" RPZ BACKFLOW PREVENTER WITH UNIONS FOR WINTER REMOVAL 5/8" IRRIGATION METER 1" CORP. STOPI--\ 45 LF OF 6" DI WATERLINE TAPPING SLEEVE & 6" GATE VALVE CONNECTION 6"X4" TEE 4" GATE VALVE 4" THREADED PLUG 2" DOMESTIC SERVICE TAP 0 0 I 200 3 It, II II II II II II 0 / / SS // 97 / O / � R / CONTRACTOR TO VERIFY VERTICAL / / / / /' 98 LOCATION OF FO LINE FOR POTENTIAL CONFLICT WITH STORMPIPE EXTENSION SET (VA) CHARLOTTESVILLE-1165 PEPSI PLACE, LLC APPROX. LOCATION OF EX. ASCA SANITARY / /i c// / D.B. 4722 PG. 213 EXISTING 8" COATED SEWER LINE G � /S Fp -' / D.B. 2359 PG. 589 (PLAT) STEEL NATURAL GAS MAIN \ P j0 y PARCEL ID: 061 WO-02-00- 02B0 E /S //� y \Q �P *�`�p� ZONED: C-1 COMMERCIAL PARCEL USE: CONVALESCENT HOSPITAL EX. GAS LATERAL TO REMAIN. CONTRACTOR G - - h�` �5 S �,\,F-�OEi� / / / �• TO CONFIRM VERTICAL LOCATION OF GAS S 51' 99 LINE AT PROPOSED STORM CROSSING . k,SgS 10Q 0y / EX. 8" GAS LINE 2 - CONTRACTOR TO FIELD VERIFY DEPTHS ADJUST RIM OF EX. / 0 SS OF ALL EX. UTILITIES AND CONTACT SANITARY SEWER MANHOLE / (SEE SHEET CU-501) �� KIMLEY-HORN IF CONFLICTS EXIST TO PROPOSED GRADE 0 / O 20' PUBLIC DRAINAGE EASEMENT � � �G1 G FO VAULT TO BE ADJUSTED TO \ PROPOSED GRADE AND COORDINATED 0-,:00 / WITH APPLICABLE UTILITY COMPANY EX. GAS LATERAL ' (SEE SHEET CU-501) 112 110 EX. 8" GAS LINE 1 \ / ` V (SEE SHEET CU-501) is I • • • 100 PRESSOR RE EGU TION \ \ p STATION TO REMAIN 1 W. 7 11 LF OF 1" TYPE 'K' COPPER , .' ,_ : .I •-•. 4DOMESTIC WATER LINE .w7 PROPOSED 20' ' UTILITY EASEMENT ! �..� °' :.:♦.' •..'. •. 7� -., 1.5" DOMESTIC WATER METER (PROVIDE 5' SEPARATION FROM HYDRANT) « F ° 6" PVC 0 6.84% . II FIRE HYDRANT ASSEMBLY 6" GATE VALVE ' 96 LF OF g6 LF OF _ I15' LUMOS ETWORK 6" PVC 0 1.04% '-6" PVC ® 1.04%� EASIIMENT D.B. 48,yl PG. 240 $$ SS S S $S t- ""::L w w71 w W W w CO-6 - CO-5 w �} RIM: 455.76 RIM: 456.29 _INV: 451.05 6" PVC_ INV: 452.05 6" PVC 27 LLF OF1. -�rl- p APPROXIMATE LOCATION OF ^Ox0 DOMESTIC 1.5" BACKFLOW PREVENTER WITHIN BUILDING \ 0 \ \ G Wawa--� 2.26 ACRES \ W50-FB-VA I 6,049 SIF ' FFE: 457.05 48 WAWA SPACES CO 3 (BLDG) ` RIM: 457.05 Ji INV OUT: 453.55 6" PVC CO 1 (BLDG) 3 RIM: 457.05 INV OUT 45355 6" PVC /< x 6" PVC 0 1.04% W W W 'K' W W I EX. MH 475 LF OF 2" TYPE RIM: 455.71 COPPER DOMESTIC WATERLINE CO-4 (2-WAY CLEANOUT) 0 G POv�e INV IN: 450.77 6" PVC RIM: 456.89 INV IN: 453.05 6" PVC 11 �� k56� II 'ADJUST RIM OF EX. SANITARY SEWER O<� ° I MANHOLE TO PROPOSED GRADE. INV IN: 453.05 6" PVC INV OUT: 453.05 6" PVC FYF" CONNECT LATERAL TO EXISTING APPROXIMATE LOCATION II MANHOLE USING BRANCH TIE-IN 10 LF OF OF EX. 10" DI WATERLINE. (SEE SHEET CU-501) 6" PVC 0 1.04% CONTRACTOR TO VERIFY II LOCATION PRIOR TO 3 GT2 CONNECTION II INV OUT: 453.15 6" PVC I I \ UNDERGROUND STORM WATER MANAGEMENT SYSTEM \ \ 73x o G o \ 101A \\ 222 LF OF 3/4" PVC WATERLINE \ TO DUMPSTER HOSE BIBB 73X 00 0*10 �\ �w W W EX. 8" GAS LINE 2 _7 LF OF ' -EXTENSION OF GAS SERVICE TO BE (SEE SHEET CU-501) 6" PVC ® 1 04% COORDINATED WITH UTILITY COMPANY 102 �CIT " Iq CO-2 (2-WAY CLEAN OUT) RIM: 456.69 INV: 453.48 6" PVC W TA1 J -� 8 LF OF 6" PVC ® 1.04% GT1 INV IN: 453.40 6" PVC 1500 GALLON GREASE TRAP (SEE SHEET CU-502) RMD PROPERTIES, LLC D.B. 2217 PG. 191 D.B. 407 PG. 55 (PLAT) PARCEL ID: 061 WO-02-OA-00200 ZONED: C-1 COMMERCIAL PARCEL USE: MARKET FENCE MEANDERS ALONG P/L EX. 8" GAS LINE 1 (SEE SHEET CU-501) 7q \ \, o \ 7gX 40' GAS LINE EASEMENT D.B. 290 PG. 434 D.B. 421 PG. 500 D.B. 1683 PG. 337 7I \ X66 \ 8 JA-ZA IMITED PARTNERSHIP D. 1134 PG. 536 D.B. 77 G. 401 (PLAT) PARCEL ID: 061-WO-02-00-00200 ZONED: C-1 011MMERCIAL PARCEL USE: VACANT C ERCIAL LAI GRAPHIC SCALE IN FEET 0 15 30 60 1"=30' UTILITY NOTES 1. CONTRACTOR TO VERIFY LOCATION AND DEPTH OF ALL EXISTING UTILITIES PRIOR TO START OF CONSTRUCTION AND NOTIFY KIMLEY-HORN IN ORDER TO VERIFY ADEQUATE SEPARATION BETWEEN UTILITIES CAN BE ACHIEVED AND NO CONFLICTS EXIST. 2. ALL PROPOSED UTILITIES ARE TO BE INSTALLED UNDERGROUND INCLUDING ELECTRIC, TELEPHONE, AND CATV. 3. WAWA DOMESTIC METER SERVICE PIPE SHALL BE TYPE K COPPER PIPE ON BOTH SIDES OF THE METER. 4. RPZ BACKFLOW PREVENTERS FOR DOMESTIC SERVICE LINE SHALL BE PROVIDED WITHIN BUILDING MECHANICAL ROOM. 5. ABOVE GROUND IRRIGATION EQUIPMENT SHALL BE COVERED BY AN ALL-WEATHER BOX OR DECORATIVE COVER. 6. REFER TO SHEET CV-101 FOR ALL EXISTING EASEMENTS. 7. REFER TO SHEET CE-101 FOR INFORMATION REGARDING ABANDONMENT OF EXISTING UTILITIES. 8. REFER TO SHEET CU-501 FOR ALL UTILITY DETAILS. 9. ALL PROPOSED SANITARY CLEANOUTS SHALL BE TRAFFIC -RATED. 10. A KNOX BOX IS REQUIRED. ITS LOCATION IS TO BE COORDINATED WITH THE FIRE MARSHALL'S OFFICE. 11. A FLOW TEST WAS PERFORMED ON 9/2/2021 WITH A Q20 CALCULATION THAT RESULTED IN 11417 GPM. m r 0 m N \ W Q \o J a m m D W m V) m z 0 0 a � W 0 m V) z 0 W m 0 M N M N LZQ Z O Vo 0 Q U N 0(-) 00 co r n p U a ono- z ooco ZN Q 0 Z- O } W J U N 0 � W Y w�U3 J N 3 0 Op N J O0 0 }� 171vc RYAN PERKINS LiC. No. 046565 11/19/2ml ) z :E U O N 0 m U V) m m w 0 W Ln 0 00 ~ \ cn > m a-0 0) Q O m z z W Y W ¢ Y U v w (U/l O O U J 0 N LLu Z Q L.L N W Lu z W W u O U LJ J Q Ld m J Q SHEET NUMBER CU-101 6 C m U M v o N m H W EX. 8" GAS LINE 1 EX. GAS LATERAL C O C o J a T H v E g 0 464 464 m T W - (n o m Z < O J Q � s EXISTIN GRADE w 3 O O_ W 460 460 z 0 APPROXIMATE LOCATION F EX. O PRESSURE REGULATION STATION — — — — — — —I _ n Ld _ — w v o i 456 — — _ — PROPOSED GRADE 456 0 -77 O / r7 a / N U E �/ L Z> O Wo 452 452 a U= N a `�J a OU O V)E co U Q Z � OO I� O 3 0 ZN O = Vi Q W J Z~ O W o PIPE 101A TO S 2 15" RCP cif m J � " 448 CR CROSSING 448 oN W O W W Y O .L. > }� Z >i 'o EX. 8" GAS LINE Jz c Z 3 M N 0 0� O 0- NO v 3 444 444 o � v I v E L y V C � O U o ��p.LTH OAS 0 440 440 o �� o N o `r° a0 ,'i V RYAN PERKINS y 00 m o O� 00 LO ap LIC. No. 046565 E 10+00 11+00 12+00 13+00 14+00 Apo II/19/I a G N o jONAL GRAPHIC SCALE IN FEET 0 15 30 60 v— N o U N of 0 o w o W oN n O n HORIZONTALCn a r 0 0 a o m w EX. 8" GAS LINE 2 6 �_ J z 3 10+00 11+00 12+00 Y < w I - o 0 LO I2 3 Q 7- ° 3 06 > N U v W 24" x 24" 4,000 PSI 24" x 24" 4,000 PSI ' /� vl u > CONCRETE PAD CONCRETE PAD v ) 1.5 U 1 o L.I.J Y v N °a fPER FINISHED GRADE fPER FINISHED GRADE �/^, n v!O N VALVE BOX NVALVE BOX o ° > PI G PLAN SIZ PIPE SIZE &CLASS AS REQ'D G PIPE SIZE & PLAN LASS AS REO'D O E w Na. 0 o � Q v v � C E ` FLOW FLOW FLOW FLOW v 'o z a 1T See Specifications for See Specifications for N `w approved bedding material. approved bedding material. J n 1- O W m TWO WAY CLEAN -OUT ONE WAY CLEAN -OUT (Use within 5' of building only) V) W W C 0 0 � N d o H j = § CLEAN OUT DETAIL I � CLEAN OUT DETAIL 7 Z Uma wo.¢ _ c1a aee®�er v s a C\I T IL.IL U a V N m J ° GAS PROFILE NOTES Q U Z 00 Yy U� U� 1. GAS LINE APPROXIMATIONS ARE BASED ON TOP OF PIPE z ELEVATIONS PROVIDED BY INSIGHT. 0�1 L L O s 2. INSIGHT TESTS WERE COMPLETED BETWEEN 07/13/2021 AND W .3 07/15/2021. � 3. CONTRACTOR TO CONFIRM LOCATION AND DEPTH OF EXISTING GAS 0 10+00 11+00 12+00 13+00 14+00 LINES PRIOR TO CONSTRUCTION. m D J 0 m 4. CONTRACTOR TO ENSURE 3' MINIMUM COVER OVER ALL EXISTING Q m GAS MAINS. SHEET NUMBER a r CU-501 a ~ TO 460 460 APPROXIMATE LOCATION OF X. PRESSURE REGULATION STATION 456 � P OPOSED GRADE 456 \� EXISTING GRADE 452 452 X. 0.5" PLASTIC \ GAS LATE AL \ \ \ ` 448 44s EX. 1" PLASTIC GAS LATERAL 444 ` 444 EXISTING GRADE as � 440 440 PIE 100 TO 9 15" RCP ROBBING i APPROXIMATE LOCATION OF REMAINDER OF EX. 436 LATERAL FOR VISUAL PURPOSES 0 LY). � 436 TOR 464 464 EXISTING GRADE 460 460 — PROPOSED GRADE n 456 456 O z_ M 452 �� W 452 cV / E 8" GAS LINE / I PIPE 1 1A TO SWM2 15" RCP 448 CROSSING 448 I 444 444 440 440 O ^ (O ^ 00 � t0 � n � U C 0 0 a 0 0 E 0 T v Y 0 0 0 0 Y 3 v n 0 6 c 0 0 u a 0 0 `O T E n C 0 0 0 C 0 0 0 N 0 3 0 D � Q 3 W � o r 5 — 3 J C z E 0 n 0 I J L n c � O N m � u to L C � 0 .T Q o a c v S] C 0 0 v `o L � v c 0 V � D KD n v 0 a O 3 U � U D L � 3 O t= O d I m b u n 7 C � D N 0 > a J � I a _J o m Y d v L_ E O ,0 N T V c .14 O O � v 4 c O sa N T Kvi c `v m v n L o m 0 C O N z E 2 n J . Q C � 0 � v 0 — C � L V � U 0 I v � a N 0 C o2, O d J � O O 5= Y Y 0 0 N O C O � 0 N O L 5 n 5 � 3 0 v L J m rn O 3 .. 0 n E In D 0 p o :- JUNCTION BOXES, TRANSFORMER PADS, PEDESTALS, ETC. SHALL NOT BE LOCATED WITHIN THE RIGHT OF WAY, VARIES I I 5 101y 1 E V WATER SEWER > Po 0 t � LOCATION OF OTHER UTILITIES (GAS, ELECTRIC, TELEPHONE, CABLE, ETC.) EASEMENT WIDTHS- WATER OR SEWER ONLY - 20' MINIMUM WATER Is SEWER 30' MINIMUM ■ SEE PART 3, PARAGRAPH DI SEPARATION OF WATER & SEWER SYSTEMS, UTILITIES CROSSING A WATER DR SEWER EASEMENT SHOULD BE AT 90' TO THE RIGHT OF WAY, UTILITY LOCATIONS & EASEMENT WIDTHS NITS FIG. W-1 Z a PLACE 5' GALVANIZED " WITNESS " POST NTH CAPPED ENDS PAINTED BLUE IN REMOTE AREAS AS DIRECTED. MARKER LOCATION MAY BE SUBJECT TO HIGHWAY DEPARTMENT APPROVAL. FINISHED GRADE --� tI'WVALVE ADJUSTABLE TRAFFIC RATED II BOX W/ LID u M.J. GATE VALVE WATER .d II It l I d I1 tF LINE 2500 P.S.I. CONCRETE JP n 2'x 2' BEARING AREA. THRUST BLOCK •. 4 A• e d NOTE : IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE TYPICAL GATE VALVE NTS FIG. W-5 TD-9 Will P' SIDE VIEW B DOM HINGES I I 1.75' DIAMETER DRILLED HOLE FOR TOUCH READ l I UNITI C I � ( l TOP VIEW I 3" DIAMETER FLAT I I BEARING SURFACE UNDERNEATH LIFT HANDLE L--__—__-- 24' X 36' ------- ALUMINUM ACCESS HATCH TYPICAL METER VAULT N.T.S. FIG. W-7A METER SIZE DIMENSION A DIMENSmN C 1 v2' 3'1' 412MIN 3'B' 2• 3'1• 4' 5' MIN. GREATER THAN 4' PROPOSALS WILL BE SUBMITTED. TD-14 MATCH PROPOSED GRADE 24" CAST IRON COVER R" Teo BOLTED (TYPJ CAST IN PLACE COUPLING WATER TIGHT GASKET D = -(1-155% +OF D L2• INERT COATING r SOFT COPPER t NOTE NO SWEATED FlTTNGS DUAL SERVICE SINGLE SERVICE NOTE 1) SADDLES SHALL BE USED ON PVC PIPE. ,,,[[[ 36' MIN. 1/8 BEND COUPUNG-\/ / R ps- 0 ❑O FOR USE ON ATTACHED SINGLE FAMILY RESIDENTIAL SERVICES OR DUAL RESIDENTIAL AND IRRIGATION SERVICES. r R " ^'111PRESe M z 3/4' M1ALE PIPE COUPLING PPROMM EQUAL aOR USE ON DETACHED SINGLE FAMILY RESIDENRAL SERVICE WHERE AN IRRIGATION AMR IS NOT PROVIDED. CAST IRON UD FINISHED GRADE `CORPORATION STOP ."'Y.Yy;t '1y � � � 2 BRICK AS NECESSARY ':�{+�'s%"Int'`;y',�SOOT SPEC. 203, N0. 57 SAND OR DUST UNDER MNNNUYDMCKNE55) "CH '�f�ry ge4t` "h AGGREGATE TYPICAL SERVICE LATERAL INSTALLATION (5/8" & 1" METERS) PITS FIG. W-6A TD-10 CRIMP AND ROLL END OF COPPER PIPING 42" MIN. REMAINING COPPER PIPE TO BE VERTICAL 24" MIN. SHUT-OFF CORPORATION STOP STREET SURFACE OR NON -PAVED AREA III MIN. I"'--17s" �I s" MR , 1'-0" MAX 2' _ 0„ a .. ..: '• f is 1• . =i.:A .. tee.!- :" 1, _I RUBBER COATED STEEL 80r STEPS CAST IN PLACE 3'-0" MIN 3r PRECAST REINFORCED � CONCRETE SECTIONS 12" MIN a ,ti :.:.:,:. a :'.':. _ :."b• .:•' "0" RING SEALS •• 16=MAX 'A MINIMUM ELEVATION DIFFERENCE ACROSS M.H. 5" 4'-0" 1 MN FROM INLET TO OUTLET 1Te—H.I SHALL BE 0.20 FEET. �— •5; �. MIN,DEPTH OF FLOW ��° VARIES LLET CHANNEL TO BE ,3/4 DIAMETER OF CONTRIBUTING .�-- WNGNUT LOCKING ASSEMBLYSEWER' 1 Imo• A FILLETED INVERTOR A SM00 ' •.'. '.'a. • • /': 12" TRANSITION OF FLOW BETWEEN INLET & OUTLET PIPE SHALL BE BYPASS PROVIDED. MIN. 6" BEDDING NOTE : W/ NO. 68 STONE 1. BEDDING THICKNESS REQUIREMENT SHOWN IS MINIMUM AND SHALL BE NOT SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS. 1. PROVIDE A 6" THICK GRAVEL BED BENEATH THE METER VAULT. 2. THE CONSULTANT WILL DETERMINE WHETHER MANHOLES SHALL HAVE 2. MINIMUM WALL THICKNESS FOR PRECAST OR POUR -IN -PLACE VAULTS SHALL BE 4". EXTENDED OR NON -EXTENDED BASES. MINIMUM WALL THICKNESS FOR VAULTS CONSTRUCTED OF MASONARY BLOCK SHALL BE 8". 3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED 3. THE OUTSIDE OF THE VAULT BELOW GRADE SHALL BE COATED WITH AN APPROVED INSIDE AND OUT. WATER PROOFING COMPOUND. TYPICAL MANHOLE SECTION TYPICAL METER VAULT (1 1/2" METER) SHOWING BRANCH TIE-IN N.T.S NTS FIG. S-1-A FIG. W-76 TYPICAL SERVICE TAP ABANDONMENT MATCH PROPOSED GRADE PROVIDE BUM RUBBER SEALANT BETWEEN CASTING 24" CAST AND RISER (TYP.) IRON COVER (TYP.) GREASE TRAP 1500 GALLON (2 COMPARTMENT) TANK SANITARY L TEES L)• 44" MIN. ALL INLET AND OUTLET PIPES SHALL BE INSTALLED NO MORE THAN 6- FROM THE BOTTOM OF THE GREASE TRAP. TANK TAPERS TOP TO BOTTOM AND IS TRAPQOIDM IN CROSS SECTION. TANK IS 5D00 PSI CONCRETE -STEEL REINFORCED (O 28 DAYS) CONCRETE CONFORMS TO Aa 318-16-4.5.1 AND 318-16-4.5.2. ASTM M15 AND A185 -DIMENSION: 151' INTERIOR/ 163' OTERIOR LENGTH z 72' INTERIOR/ Be EXTERIOR WIDTH FRAME & COVER (SEE FIG. S-I-D,E) SLOPED AREA 1 WHEN LOCATED IN DRNEWAYS OR PAVED AREAS, GREASE TRAP TO BE DESIGNED FOR APPROPRIATE LOAD BEARING C DRIONS. GREASE TRAP SHALL BE CAPABLE OF WITHSTANDING HS-20 LOADING. 2) ALL PIPE PENETRATIONS SHALL BE WATERTIGHT, 31 GREASE TRAP SHALL BE PROVIDED WRH GA -TIGHT MANHOLE COVERS, IN ACCORDANCE WITH TDAINSHIP STANDARD v clrlrwnONS. 4) PRECAST CONCRETE SHALL HAVE A MINIMUM 28-DAY COMPRESSIVE STRENGTH 5000 PSI. 5) EXTERIOR CONCRETE SURFACES BELOW GRACE SHALL HAVE 2 COATS OF COAL TAR EPDXY. 6) SPECIFIC KAUNT DETAIL a CONCRETE RISER TO CONCRETE VAULT INTERFACE SHALL BE WATERTIGHT. AT A MINIMUM, THE JOINT SHALL BE SEALED WITH BUTYL RUBBER SEALANT (KEN SEAL /1 OR APPROVED EOUNALENT) AND THE EXTERIOR OF THE JOINT SHALL BE SEALED WITH NON -SHRINK GROUT IN CONFORMANCE WITH THE TOWNSHIP STANDARD GREASE TRAP DUAL 7) TANK SHALL BE TESTED FOR WATER TIGHTNESS BY FILLING FOR 24 HRS. TO SOAK, THEN TOPPED OFF, AND THEN WATCHED FOR 24 HRS. NO DROP IN WATER IS ALLOWED. 8) CAST IRON SHALL BE BOLTED TO CONCRETE MH MASDC TAPE (KEN SEAL OR APPROVED EOUNALENT) SEALANT. 9) MAXIMUM EARTH COVER"5.0'. Fill LOADING. 10) INLET AND OUTLET EQUIPPED WITH PIPE SEALS NTS FIG. W-66 VARIES BOX TO METER BOX (SEE FIG. W- THRU /W-7E). ;:;`,: VARIES 2" COPPER /Z M.J. FITTING 4" DIP " PLUG THREADED FOR 2" COMPRESSION FITTING RESTRAINED JOINT FITTINGS NOTES: • GATE VALVE WILL BE 4' UNLESS OTHERWISE SPECIFIED BYTHE ACSA. • SERVICE LINE TO CONINECTAT MAIN WITH X"x4' TEE, • REFER TO FIG. W-3 FORTHRUST BLOCK DETAILS ON TEE. • REFER TO FIG. W-5 FOR THRUST BLOCK DETAILS AND DEPTH OF COVER ON GATE VALVE. • NO CONCRETE SHOULD BE POURED ON ANY PART OFTHE RESTRAINED JOINT. USEPIAsnCSHEETINGAS PROTECTION FOR BOLTS. `• USE 2500 Pal. CONCRETE. ACWWA Water Demand Estimate and Meter Sizing Using Fixture Values (Based on AWWA M22 Manual, Second Edition and ACWWA Rules and Regulations) ACWWA Project Number Building address or number Residential or Non-Residenfial Non -Residential �. Pressure Zone at Project 55 U (Obtained from ACWWA or Hydrant Test) Fixture Value Number of Subtotal Fixture or Appliance (at 60 psi) Fixtures Fixture Value Toilet (tank) Toilet (flush valve) Urinal (wall or stall) Urinal (flush valve) Bidet Shower (single head) Sink (lavatory) Kitchen Sink Utility Sink Dishwasher Bathtub Clothes Washer 4 0 0 35 3 105 16 0 0 35 2 70 2 0 0 2.5 0 0 1.5 2 3 2.2 0 0 4 4 16 2 0 0 8 0 0 6 0 0 Hose Connections (with 50 R of hose) 3/4 in. 12 24 Miscellaneous Bedpan washers Drinking fountains 10 2 0 0 Dental units 2 0 0 Combined Fixture Value 218 Demand(gpm) 62 Pressure Adjustment Factor 0.95 Total Adjusted demand (gpm) 5&.9 Required ACWWA Meter Size LARGE METER SERVICE LINE NTS FIG. W-BC 14 1/2" 12 3/8" 12 1/2" WATER CAST IRON LID 18" METER BOX 0 k1I� 6" EXTENSION PIPE SLOT (2 PLACES) NOTES: (1) A 1-3/4" DIAMETER HOLE IS REQUIRED IN THE LID FOR TOUCH READ METERS. TYPICAL METER BOXES (5/8"-1" METERS) NITS FIG. W-7 TD-13 FIRE FLOW ESTIMATE FORM ISO (Insurance Service Office) Method of Calculating Needed Fire Flow NFF (Needed Fire Flow) ENGINEER Kintley-Hom DATE: 11/19/2021 PROJECT NAME: Wawa 1215 Seminole Trail CALC. 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 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)+PI= 0.00 X4+P4= X2+P2= X5+P5= X3+P3= X6+P6= (X+P)I = 1.0 + E(Xi+P) _ (Max X+P)i=1.75) 1.00 (n = NUMBER OF SIDES OF SUBJECT BUILDING) NEEDED FIRE FLOW NFF = (Q (Oi) (X+P)lI NFF = 2,000 Automatic Sprinklers: NO Reduction Factor: 0% % X NFF = 0 TOTAL: 2,000 Required Fire Flow - Rounded: 2,000 gpm Fire Hydrants Required*: 2 I CERTIFY THAT THE ABOVE INFORMATION IS TRUE AND CORRECT SIGNATURE: P.E. * COMMERCIAL AREA REQUIRES 350 FT. MAXIMUM HOSE LAY References: NFF calculation procedure described in A.W.W.A. M-31, I.S.O.'s 19811)CommercialfieRatina Schedule and I.S.O.'s 1980 Fire Suppression Rating Schedule. 9/94 Form F-9 m 7 U GO N \ W T < \ 0 J a H H M m Cr) W � V) IM Z � O_ Q � w O W (n Z 0 W O Z O Ih N M N L�Q z> O UIo LLI Z O Q O N O U LO COE n O U a 0 z 0 oOLo Q z- o W Lb J o_N � W w�03 Y Y J N 3 O � N O(D O 0 r` • t A, I.• 1 RYAN PERKINS Lic. No. 046565 U O N � O m U F- N � Y w 0 W Ln 0 00 CN M > ° a� o0-) a m 0 Q z z W Y W ¢ 1 ¢ N w KU/l O O U J Q W 0 J 0 n/ Z IIILL 1..� N W W z W W U O •^.••� U W V J Q W m J Q SHEET NUMBER CU-502 U C y 0 ° ¢ ° C O T W E Y O T ° 0 O 3 O L c y 0 ° 0 m m v c 0 ° T v Y 0 0 a ° ° 0 c 0 0 0 0 Lo 7 ° C D Z 3 Q .. J 0 1 0 s z = oci 7 E J 7 U O i J y J c N O w � u N c C � O 'o � o ¢ a J E L C n ° L N 0 o d 0 � LO n a 0 N O ° 3 H � � s 3 D 3 O O L � I � 37 � n o � m 0 O FL n J U Y m N Y m y E o n , `o V V � y .N 0 N o n E 0 ' E o I Z L z Q C J 0 1 m z 7 r J ° _ v � C i N J w � a m o C o °' 0� J � -O o c0 c Y Y a � m n u 0 0 0 0 L 5 n 5 L 3 o J 0 E o 0 n E n D U O 0 0r R - / /�-�--- /SS F ro.o Ilo .o b.o II'00 .0 b.0 10.0 0.0 b.0 '0.0 .o o.o b.0 b.0 .0 :_:O.�0_0�.000.0 .0 bb.0 10.0 b. j o - b.®` o o b.0 o.q o. b.o1 '0.0 '0.0 '0'0-0 '0.0 '0.0 b.o .0 0.0 b.0 '0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 b.o �b.o b.0 llb. o b.o o b.o b.o b, b.,�0.1 b, b., b.1 b, b., 0� b. G• �b.o 0.0 4 b�.0 .0 b.o , b.0o b.0 �o b.o '0: o&--�o b.o �.o b.o b.o o.o b.o ro.0 b.0 1110 .0 .1 b.1 b.1 b.1 b.1 b.1 0.1 0.1 0.1 of .J/0.1 b.1Ob.1/'O - n' ' 1 'b'.: b.1 %0 10.0 .o o.o �b. b.o b. .D� b.o b.o 0.1 b.1 b.1 0.1 b.1 b.o o.o b.o \��.o o.o b.o roo I-0.0 b.O '0.0 11 '0. .0 .1 '0.1 -0.1 '0.1 '0.1 '0.1 '0.2 '0.2 '0.2 1 -U 4- 0.7 0. < -1 1 4 '. - b.1 .i'b "., b.1 0.1 _ U.1 .1 "Q.1 0 0.0 b.0 0.0 b.0 b. 0.0 b.0 .1 -b.1 0.1 b.1 b.0 0.0 9. / 1 u((/ b.0 b.0 b.011 0. b 'o.1 �- 0.2 10.1 b.2 b.2 -0.2 0.2 Gh ' 10.2 0.2 0.z 10. � '0.2 10.1 .1 0� b. 1 1 b.1 b.1 b.1 b.1 b.1 b.1 b.2 b.2 b.1 b.1 b.1 b.0 b.0 b.0 b.0 ro.o Ib.o boll b J 41-o�*b.o*0T�90.s0.0 . I - o o. 0.10. �gfl*o309o.�s-o�d�*v.dod-o.b.z�a.o�p.e-mpapzD.opp4 �� �j * 3 l03 03 5 OB 9�1 - Aa ro.o 3b.o b. .0 4 i 2.0 T B b.5 4 �. \ B4 1.0 16 2.1 1 b.1 �b.0 b.0 l b.0/T7 .0 �,0.4 0.8 1.0 '1 I • • 4 • 1.1 1.9 3.5 4 $.0 4.1 3.5 3. \.4 3J 4 1.8 \1. _7 3b 2s 2.z i.] i.5 '+ ] 2.9 3.P 3 5 '3.1 2.9 1.4 '1.6 `1.4 1.2 1.0 6 b.5 .4 b.3 b.1 b.0 0.0 b.0 ro.0 '0.0 1 .8 1.3 1.3 1.7 6.3 6.6 5.4 3.8 2.3 2.0 3.9 4.0 4 7.7 8.0 8.0 8.3 8Y 7 2 3.3 2. 2.5 "J:9�3.8/`3.5 4.0 1-& 2.0 0 3 1. ' • 0.8 0.7 0. bA omo 0.0 b.0 .� a c - ---_{ 1 • 1.9 3.0 2.6 3.6 ' 7 '8 1 8 3 10 1 10 1 8 9 9 7 7.2 4.7 2.9 2.4 3.2 2.4 -2.5 2.5 2.8 1.5 1.2 1.7 2 © 2.0 1.2 .2 1.2 1.1 b.2 b.0 0.0 b.0 1 :'13- A '17 19 76 i]• '16 3 v 6 1] 16' '18, '17� 15 '13 I • • ♦ s ;•;':.• \ \ (I�'7 1Ry'14\-� S1 % Rt 111 29• 0 YO �1 '18 '2�id n10.. 0 J \t \ 0.0 b 0 1 0 b 3 9.4 3.4 3.5 4.2 1 1 ��� ��•• 2.0 1.8 9 58 57 2.3 '2.4 2. 1.7 1. 1.7 1 1 0.7 0.7 1 2 1 3:2 ,3 +3 5 '1.6 `3.0 3.5 2.4 1.5 1.8 2. '1.7 b.2 b.1 0.0 b.0 1 O '3 1 1A7 e26 �1 di �t: 1 !4 Ozs 7q•�T. q + �i A4 II I 9 '180.j SS' 22 "�y ' .22 5.'1Y4 u 22C+ 15 YI] s'• „ Y • 'vy- \ 00 N 0. 0 0 1 - 'IX .3 6'1.1 3.2 4.3 5.2 t, ��l • ''� 1.8 1.2 D�,9.' J'0 '1. 4 �" W1 2.6 3�'' *0 9 G b. 0.8 0.8 \0.7 .7 1.0 1 7 /" 1 4 '2.6 '1.5 3.1 3.5 2.5 1.9 2.8 3. '2.5 b.3 b.1 0.0 b.0 N N I jr- 13718 21 •Y3\ Td"5' Ya Ie 9 26 24 25 L3 33 21. 18 2 .. . , :. \ 9 1 .3 A4 Wawa �' B4 73 '182921 124 ' '� 2Y-'2:] 19 d24, ?A 26 n1 IM 1] Y.. 4 T � . 4 V,' 0.O I '0.0 Y.: l b.3 1.2 3.4 4.2 4.9 1.4 1.1 .=d 9''. 1 0 '2. 2.9 ,5.+' gfi '..1 .8 0.8 0.8� 0.7 0.7 1.1 1.8 - .0 '1.6 3.3 2.7 2.0 2.1 3.5 3. .8� .3 b.1 0.0 b.0 1 Nas .3 3 21 Ya . 2js2 .Yp 23 R. 24-24 yss 24 Z} z 52 r' 1 \ 0 �I 0)- /� l �I 13 .18 26 24 'N 25 24 0' R. 25 16 26 2I 21 18i 3 • •" `« 4 2.26 ACRES W • U 1 (�l ?� 0. b 1 '1 1 b.3 1.4 3.5 3.6 4.9 2��-y �. '* ■ 1.9 0.9'69:`"3 Ss '4. - .6 . �g '�'17, 1.2 0.9 1.0 1.2 �0.9 0.8 1.0 �i".6 2.6 < 4 2.5 1. 1.9 1.8 1.6 2.0 3.3 3. 2.5 b.3 b.1 0.0 b.0 (/y�+ "\{\ �J, 9.'1e' 18 '2N I3 25 2 �23 5 .Ra3 ♦25 25 �23 'M. 118 :'18 I 47 • W50-FB-VA ' ° c \ m m 1 W.2 1 .16 «R9 42 25W1 E6".2g 2] •19)rf= .. $1 4 49 +� '' !�� \ .2 _ N d D_ 0.0 0 1 "1t 0.2 1.2 2.2 2.7 4.4 1.9 1.0 5. p 6,049 SF Sr 3 .2.T� 1.01 0.8 1.3 1.7 2.2 2 1.7 1.2 1.0 1.9 3.2 '2.5 1.0 1.3 1.T,!\ 1.5 1.7 2.3 3. '2.0 b.2 b.1 0.0 b.0 l I I 9a dBr^t�26 23 QJ+�5 23 49 25 23rW.k'18 a • • s \ _ _ .p v\ • "• •, 4 FFE: 457.05 C r , U' . i3 as zl 'zd z4 �za '25 za o za z5'ia, :26 'ze ;at'i6 3 48 WAWA SPACES D7 - �' ^4 a (n (n 0.0 l .2 1.6 2.1 3.5 �5B yz1 + 1.8 0.9 • •'S 5 0 2 5� 1.2 1.0 1.8 2.8 3.6 3.6 2.8 1.8 1.0 0.9 1.5 1. 9.7 .9 9.2 1.9 1.7 1.7 1. '1.4 b.2 b.1 0.0 b.0 O /? t2 ie�21 26 '26 ZI 25 " z3 25'?4,26. z4'21\:18 2 .-! • 3.. •,- \ I I 3 ieC4ai :zgis u 24 Nt 'zi 24s i♦.'1s zy 31 77 t 4 y C 1 J N 0.0 .7I 1.7 3.2 \ 1.5 0.8 ' "'-0.8'. -y" {' 13:! D 1 +4 5 i-o:. 1.0 1.2 2.8 4.6 .6 1 '5.6 4.6 2.9 1.3 0.8 0.9 1' 2 '1.4 '1.4 2. 3.1 2.0 1.8 1.5 '1.0 .2 b.1 0.0 b.0 ;> m ^ 12 1D 1L Y3R'23 2 ��■g. 24 V +24- 25 23�'2b21 1] ..'A �. . • • f a _ ` 1 �\! Q °j .- �h .3 i6 166 zs ;gz 'u ga az 5 1r ;z� 'Sn. 2z• 2e i6 i] 3 �/'� 0. 0.1 1 1.7 3.6 g 1.5 0.9 •0 6'. ". 0'8 •'1. 2', 4 0 � ,1.0 1.4 3.8 'S '5� -5.7 $.9 '4.0 1.5 0.8 '2.7 `�'2- '3.3 4.0 4.5, 2.2 1.6 1. ro.6 0.2 0.1 0.1 '0 0 ` Q C° C° n5 9 i.o i.z� S, 1 e:®, •zs 'tii §1~ 44 2t'u §6'�•�4d�d 1] t w • • 50 ., i1 H \ D- D_ +, 05 U.] 0.9 11 '13 1.5 11' i5�# 21 ]19 d2ol1 '2h 0' 1 2] 18 '2■14 '1A' 3 W1 y \ V. b.0 1� 1 Ipl 1, 2.0 3.7 \ 1.3 0.7 • ` 1 `1.4 a `0.9 .6 $.6 8.1 6.2 $.9 3.9 1.6 0.9 ;0.. •W2 b.1 b.9 2. �`4. 3.4 2.6 �Q1,9 1. 0.6 b.3 b. 0.1 .00 I({'I 0.5 0.8 tz 15'1.6 i.7 �• I • 55 54 56 a _ \ vl 0 0 I b.a i.5 2.1 2.z 2.0 `-•- - - - .- - - W3 W3 �L \ M 0. +0 .1 2.4 3.4 C6 C4 • C4 0.6 0.7 0. - - -: i1.2 1.2 ' 4 4.1 5.1 5.6 5.0 3.3 2.2 1.5 " '0.1 '0.1 0.2 8'2. 4.6 `�3:9` 5 b.2 '0.1 0.1 2.5 2.9 2.6ry`B\Q'p 1.] 2.8 9.6 '3.6 J �•a 2'�8 51(609.%.h ` W 1N Wp 0.0 b.03 ' ' 53S *.I T F4% 4.4 3.9 1.4 0.7 0.6 0.9 1.8.6 5L8� : '3• 3.8 2.1 ` .1 1.6 2.3 3.1 3.8 4 6 3.3 2.8 2.2 '` b.0 b.1 ro.1 b. 1.4 b.6\ro.3 b:1 b.1 0.0 b.0 SS3 �� ,w w B.d 9.6 9.3 '9 0 B.d 9.6 9.8 ' \ \ 1 \ 0. b.0 l _ 2 5 4.0 3 3 8 W3.4 3.4 T.9 1� 6 .6W 1 .1 0.6 7-5-0.1, w0.13�1 5� 2.6 4.8 8.6 7.2 7.8 8.9 2 6.3 4.6 2.7 ' 1.0 0.8 1 1.5 2.1 3.0 4.6 4.3 3.6 3.6 .4 9.3 0.4 '0.1 '0.1 0.1 '0.1 9.0 '1.4 '0.6 '0.3� 0.1 10 1\ : \ b.0 b.f�_ .4 ,1 W W W W \ +0 '1.5 '1.2 b.6 B4D.7 '1.5 '1.9 '1.0 0.8 b.7 10.7 b.6 b.6 10.5 b.4 b.4 'OA 0.6 0.9 1.4 1.0 0.7 b.6 .0 ',.a 0.4 b.1 b.1 0.0 b.1 b.1 0.3 b.2 '0.1 b, to, .0.0 0.0 mob. v - - - - - eiE = iE X0. 1 �"'�o2W 02---$.'i �.4 b:�tn N/07 0'a '� 0.3 0.3W . 0.4 #5 '0.7 0.8 .4 0.4 0.4 0.5 0.6 1.1 1.5 0.7 0.2 0.5 1.3 0.8 0.3 0.1 0.1 0.0 0.0 0.0 0.1 '0.1 '0.1 1 0.0 0.0 0.00 b.0 1 b. ro.1 0.1 1 .1 .2 2 b.2 b.2 0.2 b.2 '0.2 0.2 b. '0.2 0.3 '03 '0.3 0.3 '03 '0.3 0.3 0.3 '0.3 0.3 0.3 '0.3 0.2 0.2 '0.3 0.2 0.2 '0.2 0.1 0.1 b.1 b.1 0.1 b.0 b.0 0.0 b.0 b.0 0.0 b.0 b.0 0.0 10.0 b.0 0.0 b.0 - (L��) b.011'0.0 0.01 b.0 '0.0 0.0 0.1 '0.1 0.1 b.1 '0.1 0.1 b.1 '0.1 0.1 b.1 '0.1 0.1 b.1 '0.1 0.1 b.1 '0.1 0.1 b.1 '0.1 0.1 b.1 '0.1 0.1 0.1 '0.1 0.1 0.2 10.2 0.1 0.1 '0.1 0.1 0.1 '0.1 0.1 0.1 b.1 '0.0 0.0 b.0 '0.0 0.0 b.0 '0.0 0.0 '0.0 '0.0 0.0 '0.0 '0.0 0.0 '0.01 \ Ulo b.0 11 b.0 0.0 b.� b.0 0.0 0.0 b.0 b1 b1 b.1 b1 b1 b.1 b1 b1 b.1 b1 b1 b.1 b1 b1 b.1 b1 b1 b.1 b1 b1 b.1 b1 b1 b.1 b1 b1 b.1 b1 b1 b.1 b1 b1 b.1 b1 0.0 b.0 b.0 0.0 b.0 b.0 0.0 b.0 b.0 0.0 b.0 b.0 0.0 b.0 b.0 0.0 b.0 1 \ 3 b.0 11 b.0 b. b. '0.0 '0.0 0.0 '0.0 '0.0 '0.0'0.00.1 b.1 '0.1 0.1 b.1 '0.1 0.1 '0.0'0.00.0 '0.0'0.00.1 b.1 b.1 ro.1 b.1 b.1 ro.1 0.1 '0.1 0.1 0.1 '0.1 0.1 0.1 '0.1 0.0 0.0 '0.0 '0.0 0.0 '0.0'0.00.0 '0.0'0.00.0 '0.0'0.00.0 '0.0'0.00.0 '0.0 b.0 0.0 '0.0\ o b.0 11 b.o '0.1 o.Q 10.0 10.0 b.0 10.0 b.0 b.0 b.0 b.0 b.0 b.0 b.0 b.0 b.0 b.0 b.0 b.0 b.0 b.0 b.0 b.0 b.0 'o.o b.o b.0 '0.0 b.o b.0 b.0 b.0 b.0 b.0 b.0 b.0 b.0 b.0 b.0 b.0 b.0 b.0 b.0 b.0 b.0 b.0 b.0 b.0 b.0 b.0 b.0 b.0 b.0 b.0 b.0 b.0 0.0 b.o II 1 1 O I INCLUDED NOTE PER ALBEMARLE COUNTY REQUIREMENTS: EACH OUTDOOR LUMINAIRE EQUIPPED WITH A LAMP THAT EMITS 3,000 OR MORE INITIAL LUMENS SHALL BE A FULL CUTOFF LUMINAIRE AND SHALL BE ARRANGED OR SHIELDED TO REFLECT LIGHT AWAY FROM ADJOINING RESIDENTIAL DISTRICTS AND AWAY FROM ADJACENT ROADS. THE SPILLOVER OF LIGHTING FROM LUMINAIRES ONTO PUBLIC ROADS AND PROPERTY IN RESIDENTIAL OR RURAL AREA ZONING DISTRICTS SHALL NOT EXCEED ONE HALF FOOTCANDLE. OTHER NOTES: - ALL AREA LIGHTS ON 17 FT. POLES MOUNTED ON 6 IN. CONCRETE BASES - ALL CONCRETE BASES TO BE LOCATED 5 FT. BEHIND CURB - ALL FIXTURE COLORS SUBJECT TO FINAL APPROVAL BY CLIENT GRAPHIC SCALE IN FEET 0 15 30 60 ill =30' m U m (EEE) A Lj Q \ o J a m m D bi 0� V) m z O Q w 0 0_ Il V) z O w [If -Izl O M N N L■ 1;Q Z � O Ld Vo Z Qo U N 0 OU p �E � U aonOf O U THIS SITE IS LOCATED IN A REGION WHERE LIGHTING IS �\ Z N co = ¢ REGULATED BY LOCAL ORDINANCES z~ o w �7 C J ILLUMINATION LEVELS ARE THE RESULT OF CONDITIONS OR REQUESTS BY OTHERS ozN RED LEONARD ASSOCIATES IS NOT RESPONSIBLE } o z FOR INCIDENTS CAUSED BY INSUFFICIENT LIGHTING �z AND DOES NOT RECOMMEND THESE LEVELS FOR a - SECURITY AND SAFETY REASONS Y< N Oo N J o00 O r 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 ••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. LUMINAIRE SCHEDULE 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 B3-1.10-G3 134 268 Cree Lighting ARE-EDG-3M-DA-06-E-UL-BZ-700-30K BRONZE 4 A4 SINGLE 7220 1.000 1.000 B1-U0-G2 134 536 CREE, INC. ARE-EDG-3MB-DA-06-E-UL-BZ-700-30K BRONZE 6 B4 SINGLE 7755 1.000 1.000 B1-U0-G2 134 804 CREE, INC. ARE-EDG-4MB-DA-06-E-UL-BZ-700-30K BRONZE ® 24 C4 SINGLE 10912 0.763 1.000 B3-U0-G1 101 2424 CREE, INC. CAN-304-SL-RD-06-E-UL-XX-525-30K (SPECIAL ORDER) WHITE 10 D1 SINGLE 1652 1.000 1.000 B2-UO-GO 27.2 272 Cree Inc KR6-20L-30K-120V + KR6T-SSGC-FF N/A ®. 2 S1 SINGLE 2659 1.000 1.000 BO-U5-G2 20 40 FC/SSL Lighting FCWS7170-XXX-30K-2500-CRI85-XX-D ALUMINUM 2 S2 SINGLE 2542 1.000 1.000 BO-U4-G2 20 40 FC/SSL Lighting FCWS7168-XXX-30K-2500-CRI85-XX-D ALUMINUM ®� 3 W1 SINGLE 4210 0.763 1.000 B1-U0-G1 43 129 CREE, INC. SEC-EDG-3M-WM-04-E-UL-XX-350-30K WHITE 1 W2 SINGLE 1 2105 0.763 1.000 1 B1-U0-G1 25 25 CREE, INC. SEC-EDG-3M-WM-02-E-UL-XX-350-30K WHITE 6 W3 I SINGLE 12455 0.763 1.000 1 B3-UO-G3 127 762 CREE, INC. I SEC-EDG-3M-DM-12-E-UL-XX-350-30K WHITE U O N 3�. U m U V) m rl� w 0 w � _ Ln H\ Cn z > ar�) o0) a 0 Z Z y Y ¢ Q N w 0 0� Z I11 L.L N W W z W W u O r n� w Ld n/ LL V J G_ Q W m J Q SHEET NUMBER CL-101 U C m 0 0 To m TO 0 C O T m E Y O bin acc 0 0 r 3 m D IZ In W U C W N O by Q U C 0 O I T m E Y T C 73 0 0 O TO C O 0 N O 3 0 0 JC - N Q y 3 7 0 Z s = 3 J C N E n 0 I � J N Y m m c m O L m N U C C 6 t a :J o 2 m E n` a C � N N 0 C m O W C � o a M V b aD O n 0 m O n 0 3 U L � U � s O 3 C aD `o I `v D u h U r7 C O So m W O a J n Y U Y be W LIZ N O T v C C V p � U � m Z y V C V To U Cr N m n W 0 y N z E n ` J W Q C C 11 O To 0 Z CC = m J U 2 � C n be I W J m 0 Of � a W 0 C as N O 5 J C O L Y Y a m D n ° C 0 N U N m L Y n 5 � 3 0 m s J � - 2n o 0 n E n � 0 � o or YL QTY LABEL DESCRIPTION L' A 1 A2 ARE-EDG-3M-DA-06-E-UL-XX-700-30K(SPECIAL ORDER) _ 4 A4 ARE-EDG-3MB-DA-06-E-UL-XX-700-30K (SPECIAL ORDER) _ 6 134 ARE-EDG-4MB-DA-06-E-UL-XX-700-30K (SPECIAL ORDER) THE EDGE® Series LED ArWFlood LumMaim Produce Desaa Ion THE EDGE• SeriesPssa Lim, lmv DlMile tleaNJn.lts rvggetl cant aWminlm nouLy Mnlmlm wnotood a ulremenmmtl futures an lno reswuthEMl MLED dr rcdm armanteMN h a 9L p P g performance aluminum M1eN einW. Vanaus mounting cholm:4tlludebbbm. Direct Alm, of Min Long. ty-SideArmildogaidon pag e21 rcwdocaIsafdeans uard APPUm mad mhan, Pont ng Won,walkxays campuses nrdwkrsM1'w, Claim canpWes and Internet natlways Perfor nmSummary Patented Narn ie• Product Technology Assembled in USA Or U.S. and im,nw pasts CRI, Minimum M CRT CCT:40WK [4-30OK1, 5MUK 1•/- 5MM snmam Limi1N Womanly': IC years on Luminaire/I o roan an Colorfast @IkGuaNe finish vitomes nerst-T a mmera.mmnu,mm Accessories YboU I IMI- ur flax u,oawrmmmWama XA-SENSREM aemar mpkmnMln al Ma pgnmmi4 muse-hnl nlvLeminimumulan MnbMWnrMa LL,aparN Y�LSKM Ordo"lnin Ed ion Fxmok: ME{pa.xM.MI x-EULSV-'ffiI RerpnW w oMt u mum ``I h (Mae Lm GUM (-,of Dlm'A' weent m IZI- m w 211411ne1 al lxrwoWM acon. (fees l M ill -a lm" Alba flay m ILt'11®„M afeent' l 10 IflP1WmM 3x1m[19y 12 mt'mOmM Ml4lmgl I< arDmmM NIm 11lIM 16 x41'B11mml of ha I'0.l AAIDI/eA MMM- ew woe 0 car mipM1t & tlimureiom e mbeer RNue1 pp& MeunlM' Co.. Serra VmaPa Cm foOw,M k1P pplma x an 'Nall Typelll W" MluYhb M Up., BIM BIOnM -..N.p.10.1P Mounow,yawo MMlum MM Nwum den m 1'AYR/ a M -mbrb Banta roe nceM1m-Rehrin cML 1e Two sMp MA,W Y a IM B,mn Sn,M wouniv In wmmWSR[iSNain Myn 11 BLS pegym 10 Unkmnl N -IMeMenl"r tlawnl'gM1t Mrynelll an anRLS rum III q B Toned _ 1 y7JW 9Mr WX µ -4vaaW amen mawtieestn'rilr - - e[en xnlio•n,leEamm PML R aMp w/Artat llydun "Noa m Min 1a MNY wIM to Yr,Ntl•nnn Rparllml[Imalmwl [Ie Per a." en for C Go BIS resaly scat r°foraiii BS aNI.E.nm .sevenmimweee F NWonu 65F1I v`tianswi�nnmzvmu rypn Pal_ car TTypen M.E. ium yygL,r wnPML cast rywlta Mixotle, -Repwrespnnoauor -Anilabawrn Uaroltageonly XLay>�iners rrrn aML.wmnnrlro, nbl M..luw�nnbre -Howa PML1Mr f FIF A w M Y ak m'flopS A'RNd IEMA' M w e MIuYNk den anal - -pmm�wrtlwnM1um wmPe. 6B'FIPN Rpn Y Ted. a;pamrbnxmo'rm wmmain YrSI LEk ,..m:nemwa. m,.,enamnm.n..meNmn.nnrel. C©L a they creeuanrmmm I8000236-6800 Cram: menanem-nnaea cam (800)473-1234 THE EDGE- LED Ama/Ftha d Luminaire Product Specifications CONSTRUCTION & MATERIALS • Stu low preada, movarrome windin nqunmenW • wmnare sa gDM tll NRaWminum Mtn lntMNl w her ght LED driver P N em and h4hpeAomoxehemsinks • DA and DLmount unfichres co nMenti l cling mounting mMad. Mounting is rugged the cast aluminum, mounmm 3.6' 174152mm1 squareor nd pole antl secures to wk MIM1 5116-18 UNC bulb spaced on 2' 151mml centers • Mand SA mounts are rugged diecaAYumimmaMmmMm2' @ImmI LP I a75' fa0mml 0. 0. tennna • Includes Leagaebris guard • Exlus so Colorfast DMWGI finish batum an E-Cne epoxy plena MlhanuitmdumblepoM Wpm pmidim race Mrtsita-he an-n. paramount denYbon and abmawn. Black bronze, st and white are available W M:Seenimenamnamd Weight CM1mman Mg=1ant22 EIECTRICALG55Ta InputVMsw,120-27N er362-MN, 50/6i)Hx Claim 1 drMra To�iH• PmerarM@ •0.9MNUloatl e DA-mmum-no Mlbnrmethatmnmaa • OAaroe OL mnmm ma;gneawim for east weamMraM wad-,l,w Mm terminal scrips @RGa-211Ga1 car easy pcwxr hmkup • IntegaL tOkV sul9eaaDDrezzion Pmtedion zbMBN • Wnenmde aide fusmg.a daystaowfuseartyce C/D brcakerNoum be used to aadmm inrush current . Consult facto r 1 'return is required factory g • MUMum I4j So C 15m 20L 16DLEO 0 10�0may, 2p LEO @25& MomAl and 40 SOLED U15mA; 100-16U LE0: A30mA MULAlM1Y6WWMY Qy IFICATiOn NLua LINM • $ Fncloau.t-fmwa lant'om • NramtlIP66 vIEC dN29 whin omerta Mmaut POr Ro p pMm • Comultrda WANSI rC6.31-Mad produces • Mndeds Aen C106.312h mWdpeand overseas vibe[ion rmna.Nrwn.n ommawdhAq DA.nd DL maanW • ANSI C13A21mVdouble pr ion, tested In accordance with UMBILICI M2.61.2 • Monte PLC Port 15. 5ubwn B. C nA amps He conducted and reduced emissions • Wminame and slash enduaanN tested to Mmsmnd 5,One noun eWatM amblenl Ylimg canalaN asdMned In ASW Btandard B iH • .,GoOLC quel?udwdM1NkclRekrto Mloaes iahk.OW h/ P car mRd<aTent inronlMn • Me-R:ry Ame an regaini--wiLnin ARM • A uREsmEMB wMXI1M, Wnm.MRepWu[LNe Wmr- wnw.pdsnm. US, r gMinuom 1a01236-IBOO Om6x rnN ombo-mnaw.mm (8001473-1231 11 REDL�EDNARD ASSOC 1340 Kemper Meadow Dr, Forest Park, OH 45240 513-574-9500 1 redleonard.com CREE = LIGHTING I�II>sl�l�l�i�i�i3■ II�III�I�iI>■ill*d>•i�il■i� Ilfsllislll�l�l�■i�i�i�■ II�I�II�II�II�I�I�I� IISII�III�IIi,I'JiI'd�©® II�III>•®I�I�I�I�I IIISIi7®II®I�iI�■ia■i IIIS©®®®®®® I�II'I�I�I�i�Ji�i9■ J.lea I tram Rama•IW tow mmer4N-,caws P•uMea.en,amvnMr/v THE EDGE• Bad. Ambkn[ Mju.d Ismen Mae..' AntieN WFI 2SKm RewrbB 41F NKhr Race u1F ISBN lation d WE IWNhr Esmnakf WE course 1. Do fore pre leba'Fl LET Ica Aw an are 1.Cm•q In sour An are nut av an 'M 1.a, O.w AN an an m'C m'FI I.N a.n aN e.n a9Y .m,wtfmrm•uu wmxrrtlmm,uamnn tmg.lananeeanam,mm•w•Mm Imra e,m robx aum„v, fl..,wmun lwdwma,mnaryanarwen L1�nlwrnnrm mnhwenranauvbvanme .r...d.ndrepr fien"mawx.......d,aea.wadr k-or-. CREE = LIGHTING QTY LABEL DESCRIPTION 24 C4 CAN-3D4-SL-RD-06-E-UL-XX-525-30K(SPECIAL ORDER) 304 SeriesTM LED Recessed Canopy Luminaim Product Description Luminaire housing is constructed from rugged die east aluminum components IRS Mount) or die cast and extruded aluminum <am onents Up Nautili. Lin dinner is mounted In a totaled weathenl96f center chamber that allow for access"in below the fixture. LumlYlres mounts do ITInthe come,or dock and is secured in placewth die Cast Wmnum trim from¢ Lumnn hat housing I, causing wth Acorn &. bidmomgasket In single able skigetsmlbetween lam nacre wide panels. canopydHe Suitable for use Inaugkmxiu01e 0,ncanopies Wlm16' 1406 Appmmlwdepanels Designed mmn,e..esd1922gauge (maximum o040' nB.mindkkmasl App9mtlwu: Pxrelmm stations, umaeaera stout dtlw-mry links and restaannW retail ant pnnry PerfamamSummRry Patented Nanom it Product Techman { Assembled In me USA M U.S. and Imparted writ Mis Minimum 70 CRT Cm: ONK I•% 30010, 5MK I•/- 500M standard Limited WamnWtoyNrs an lumimirG/t0 were on Cotomen DeltaGuarae finia , s•. or, lalks, ­x,overvic, rw rm+Nnma Aaesmdes IP-So"Its.mm nosu[[esul Inpmenhdon Mmepapnnmabnaltl kYpptlrM1r rtlman Wtoe.-nextnitW la mueml Ordering ImormaWn Pnmdm cox-toot-s4-RaasE-uL-sv-3a RS m.m & -2_ i End maul fir2IomM 9.6' Idumml lw M Hen op8oed den 00 I 2mmto I2iMlml WMMG a0w n.9y CWY E Rvmn We monsoonIEai4unl y,Tes Vultaae a, -term., aprearx DolGVpat m E CC"' oix ..Texas"OnnopWen .....fro TypevxMYn deft 12.xi/V tln 3som° a ree.MnMpeWx -1eh1�a�" TugV81nn holaaYe%I ON tow n 121. IM dMeumm of Unions, 5v mP P Fun Rbmum Symnmk 94f-dWu mina made niebtes ^wind, No time down hue and - wasor to r.n.iubakywMe La as llL swwwWoon wren LcmMP1eamwedmiw 4a Melummm7eawn -E nimum A CRI -Ctlnbmperawre per Wminaire .nrux.e..,,m-Y1�pr.x-.rnaa.r.,.uemalan.n6rrnAlr,mum.,•taw,r.a.4exl..lox.,N-wwmu.+.l.ma..reananlwnp.eme....nce,nmtapxam.lm.. C i4a Was UgMlm.artesom T 18001236-Moo F cof a M15 304 Sao"- LED Recessed Canopy Luminaire Product5pecifications rNSTRUCTIOM A MATERIALS Has Mount r houis sing constructed [um rugged a,cast Nunn num and incorporancenni high perlarmare, me"Iskfilu saffic,tcaltytl -g d LEO canopy repeaters • MMount l - -m housing is Constructed tram rugged de magi ammrum and femurs high pMomurrm a m... alumrumh..... - s inmy aeaignw fair LED Canopy awOmuare • LEO arinr'b mounted in a soled weatimmight motor Chamber that Morocaraanshom We IM1eluminain • FbMadlussabHE dMn wrlem between 5%%N, W5n and MEWING an Nm-IC ntq Wminainc • wmmalre housing pmidea with factoy app0ed fxm go" and p-.d.sfora-.rl,ghtsetbe nWmlmimhmsingwdonoP, a', • Mounts depuly to IM1e army deck and is xCur bykm w;m A die cast aluminum from Theme • ITS mount indutlas integrxjuxgon bmwhitlra rasa of Installation yMMM need W CM Wmiwin • Suitable ror use In single iRas Mosntl or wuble(RD Mound Glen Canopies who 16.1406mmIMde mends • Desgnea for<anopiesd l9-z2 wage lmaximum OAM'11mM el Se228S See ents^'canopy wminaim for canopies using t2'LIlSmmI se deck sections • ExclusiveColorfast finish a n an E-Cmtepmy Mkn wireautra-duramLe powaempcond padinmn MNm corrosion ,ultraviolet degradation area abrasion. BaK be,amralaneeeaaiteak ELECIIdGL5Y m • cawt%wpe:120-27Nor3O.MM,,50/mxa,ClaaldH- • Pwmr Factors 09 at ILL Was . Telex mancDumNenr.2oemmlllmd • Ica mL wwtheri ht electrical bw win terminal Mn Ilma 200e fair w °awP-rnaakap IntagraL IOW surge suppreeeon pr wn standard • Man code tltlMaafusion. a aloes brow Me or yw C/D bmWr EMUM be used W addms5 inrush current • IpVEmmCumM:0.15mA REWIATORY&VOWNTAm DUAL "MNS • Wl .Uswa • SulabWkrw Wutrons • Meeb FCC Port 15 standards for conducted and ndktadmasom • EncWmm mktl IP66 per DEC 60529 • tOkVsugeappmsion pmtectian tested in ecmN nit MM IEEF/AMI C62.41.2 • LuminaeNandfnishendurancetesWdtow hW nd5.000hwmOf elue combined an PiSmSto,dbiASTMSm70Dn B 117 • OLC quamiea a rest ordered MN PS pr Sarah LWr most 7Wmn tlrAa Cement.Please refer to w.vw.tlesignL'gM1k.org/DPLmr mostmmN o • Rand OHS Complaint Consult factory our adal,lonaldXallS • Meets Buy American requirements within ARRA .iteple GIYENMs gCageao r isona aanXa,m- xwx.p6bwammgs.[aan a41NM,gaeamn ]wool se46am FIna ma -sate RNwkw,aeYm@ CREE :. b°1r, wwasuwuNuem T 18001473-1234 F 18001890-7507 EIMrImIDaW L£DCmm M01 wraln 1.m,Mpy end CInM W L. Md LW 27N YN aMV 35kM Go Gs as aid a.a nit Is n11 by N 0.n an, am an, 1 1 As 52SaW m n an OM Oe bA an AId m Ica au b{v ou ai bad .2 7mn4 N N 1 ban but !do 0]e 10. 1 brl as IN xM 1 ands am am an ea omWlem.aam�Fl aL LYW n YINYIE YIwaM 4arell NYrblrelrm" Instal MKlr golem8 WF Rolaied' LMF theMOUNTANSI,.Wxo Calmleb8 NF MOUNT Glolela8 DIE Wool 'Fl Ica row row tow O.w IVGa'Fl Ica 0.w nM 0.n who m'cmr'Fl aa1 row as told sun a•ewn ITT 0.n ant LI2 an a'ch,'Fl ifed Exas .1 Me re m pH wm.a m,M so wes 2. ne.nw dnr.nwmwe Imlloan if. p> Vwx Ly mN11. mwxpndlEew W W WmIm NManlln M1dunlfnms wIdx4n,m.nnlmuTllabwAatlLmtlepl CREE pllam: xvaou[gn/m,:aN T 8001 U]-1234 F(800)WO-7W7 QTY LABEL DESCRIPTION 1 10 D1 KRS-20L-30K-120V + KRST-SSGC-FF Fiwr KR Series KR6TM LED Specification Dw Ught - Round 6' P.dud Description 71 mom LE0s etllicalion aoenliht Bancres Coal Tme%Tik°Txnncu and delimm beauNu P 9 9 Afar-quaWy light won an...y W to 76 Tom... purwatl. Dwilgred flu m-nestru<tian applicatbm, tM1 KFI Series is available -In a Varietyf CLAY, temperatures, nand and I- with hi h- ualil 9 i 9 Y and . 1 reflector finishes. EDimming ing ompary access ry tl etyol damming 1 a 7W I: I - S 0 can incandescent nt sou n - n arm tightnn oP 9 9 9 9 a1WY P transitions In DWNm1m0Has naNnllyasa nontlaswMmurm. Peri r nm Summary admis Chat Theftifters Technology InMI Oate Wxw,]00.5,3m nrNw;p Nd[union output Is lypl Man used a SUBC type reflector Input r:l3-87 vntls Emawnry penamvlm, Up to 1.210 U.. Ica% Minimum TO wnW. CRI: W CCT, 27MK SONY 3500K. 4000K, 5=K Controdis iac Dimming to 5%,hit -IN Dimming To M%,ana Wuon EmSyern pmmingta I% UmK MmW: 10 years on KR6^a Wmimi,M year onaumwie limitedMMMEmeryengB kUpiffli aeM l Year BaneryBark URTest,gJarly in accordance was lout cables sag nr,m,mas AGp n RWiNaapN BheMCMlgNapw 6maxMXFIpR MN Tim �Aaludnrin6dapm MrO [a axmNraatl&antl? �OWr Irc,v„mW Itvmmxt9nmlc.mmnx - un nRalmc-1 lunnems RBIOIC-1 TA M Pdrd M'N10mm1x1-1TmmM ImfiA .t?UsmMmmN CIa,...N.n-w'nbrry:rgnm,.nnl,na mmn.non McTNbmr CN ng Imdrmaapn Fully aswmI Wm,, m asmmpoud of Compensate tMt must N ameredsgank¢: Fmm�le. Nmdm: XRd-ML.aK-1aV-1 aY•RMIW:KR6i-SanC.FF Reflxbr INwmin9 nNw M MwM mpva W yl San.. IIMMarfMam Fk,ga FWN aplb,n -ReMSbaYxl......a'. M pmnoa xxanenanaxMmmw YNEmnaWl, war WF MT&Pent MnVYa rant Wnm Fxbw CELL eGT Voles, eenlnh apX Lumina-L WV ZIWN Ica Vtlw Mmlolx--refine notanx Len, nwlnoau.nir,ak ionint 00 Wmenz-61 Leffan9re aN a an'Mm AM-1W nmminp aaxic tow 'Reform mmmlanrwewry[nann OOLumere-VI ula Waed W Lunem-tlLLW mSmN IniumerEavayelarlaarly[Irraglun Vdew. s,3Wllmas-f111w' LPNN aned[o ou.asusilla L Deff 97Y1 1m m-ae mM analklammVwL TECHNOLOGY "M ®© ® E�`D� CREE LIGHTING D a US, T18001 Module C-dw T(NO1473-1234 KR6TM LED Specification Do Ught - Round 6' Product Specifications CREETRUEWHITE TECHNOLOGY Arevdut 1 I & M1 ua' wM1Xeg peeTrvrFTPee :Y way 9 9 q MY 9M ixM1nology. patested ma xh Out aebnnan vd:uiw mndnfond 90r CRI,M '1 LI'aF n enti4antl Mdon9mbrmuekr,MMx%of canning high Wm sous M'rary abuem:ar:Rnnbr . cala7 MON&MAT • L bngMnmspart ik spun NrakaW imm cm LOV 12mml thick wish I III radius antl Continuous m0-Imye • See Sarin Gle-CleariinisM1, standard • 2-151mm1 apCMremrwaso acmmmoaeN eualmdaN area op to a" 176mm1mockceilings and provide Ileeibih, In Names, within gna • Provided with quick mounting bracken car optional Emerged chartists • Lightenginq peace, and ariueraw sibmimm Me miUng ELEC77tlCY5yS1EM e pewrhebn.A9 ,Vand SIN • Total HarmanlCOWoMMnnbnn 20%e1 NO Wad • Input Power: 120,27N, orMN 5D/WH gwnting Tempenrun Wnwr-1G'C -Marc W-F-•10i minimum operating tempemkmw hEmmaid-is Dee aYB • 1NSmmCumn49L&13U 0.15mA; ZIL-IOL:2.2mA; ML:0.11mA - For 5 • Formantlardgtheeb leringnWmmmrot-ilWi5rycM0 en wge4 • Trbcdmmingm5% • CaMlouous dimming m IMWI 0.1 By Be mr4M prmmol • 1NSmm Llmnb 9L& 13L D15YA 20LQL bleak • For use win Cbss 2 dimming sysmmsonly • Lamentations wn"W"h mu Lmnneccon prmntroW Wended fir are Mlh LED flxluns • Damn EmSYs 6DYnMngm1% • Rekmm had /].hone. Memtlfet•xlntlmr/nw mMreeLLn d-U.htak -H.s for, am,mendea dinmna mmnia-it wrists BmauTom & YOMMTMY aMLliptll0xs • cULuG Daaea • Suitable car thru-Mring W lUM-m'C • Sulublemrdamp Wotlolls • D gnedbrindmruseone • Thermally Protsc[M Type NON IC In accordance with Pstlde 410 of 0M NECand UL1596 • Rmdmminknum9D'C9uppewndumm • Meek FOON.15,Subwrt B,CWSAIIMmmrmMuckd-dndiaktl m ErYw9 • rgy3tar°<vrUFlaa MtM1 the eaceptiond 9L. 13L and 50NCLT.PWw fiGumIar, ti information eaWrezlresu smrmoN tumor lnlormation • Ralptco am. Consult ninon for additional decade •-Yenclecorn.IM: Gnaerantl RepmductivelWm- mxrua5wam nas_gw LE,- - 1gnerN.¢a, T (800) n6-6BBU canamcreMomno-<anaa cam TImo16T}12]6 KR Series Ambient Adjusted Lumen Maintenance Initial 15NM1r SOKbr 7Mlhr 1aNM n-, Mnaim CeFerN WF &yrMd' Peparte8 M1EdH l.= L,m,m WF WF 4F DIE 0.11 Ica tin t.m Ica tin are A THE Ica 1m 1m Ica 141•H A tY tin Ica tin tin tlLmL Ica IM Im tin tin x.11 Ica tin Ica had tin ICC A Ica tin Ica use tin RO'Fl A Ica 1. I1.tin 1ffi MLmL Ica 1. An an An 4LA lox tan I tax tln are A la: tin In tat tin a'Fl yL IN tin I a t in IaLeeL lea e.n &n &" on a1.1A m1 IA IN ITT tin 1m LedLed call IA WinxIL DYFl A LET LET tin Ica Nle tin 6awL 1.01 0.n an QLM 01% nsi I.m Lao ,o Lao Lao We A 1m Ica 10 Ica am A '.N n Low LEE tow an HE, NL IN aft a.% nut 0.w fk1Y row o.n o.n row o.n We A ..n nM O.w 0.n nut M'Fl A nit a.m O.fa An row A.L fors bas the nu row ILIu fold o.m o.n rem row a•c A nld am b.n nit nit Os Fl A nld an On nn for dOL60L 0% An On On A. Junplew MtMYa Imrey ten wveri-Y ar.rslI nine assoulod "au mum n erpvuwwwn wseam meawnvns na an.pux :am.dNmwNnAmmwpm­ mmdl-.1..mmwM W d.mmxA.tm lr Uadon • RemmmendeamiUn Cmas6S-1165mm1 il ,p nerves qmy: h'bmn:mlxrr nlxu�bmMx-Fmml n, MlaaamndGinflnrdabna N'r.l.. u-.1.0 l mmml Ismseae,vu. elde mn'r' 12-1.em u:::mlree I.w Mpann•l a.n:enm CREEil LIGHTING QTY LABEL DESCRIPTION L IIIq�'+I E 2 S1 FCWS7170-XXX-35K-2500-CR165-XX-D I � I Date: Appravetl: type: LIGHTIDG Fixture: pro ect: 1 FCWS7170 FCWS7170 EMerbr OecorfiN .,e an P65mwtl AOAcwn Kmte adY , to mC,nmm P fixture that has an impact resistant lens and lute options to meet the design � re uiremeldsOf your building.. $"4flm • 1 lw hs/dim gt anilmg[MOMI Weigh haNa facture: 24" HX725' W It 4' D 9.251bs marine grade, corrosion resisiaM, heavy gauge high preswre tab 08aw1aNMlOf Impact resistant, UV stabilized, opal, pAlycamonate diffuser mounts directly US Standard junction back, masonry applications um ba(4)0250 x0.75"aEWs with lead moms not included, pleox by amen) F65: III dump, or wet locations with PVC closed cell foam gasBEt to sent out Cmamimlde a sage dlamiol Iron phn3phate slmlmle prb1rBdOmon1 Vp well W aWK polyester pmxW can 27MK 3001 350CK 9mOK IBM �' moun(fasteners algm pmWcUm ThpKl cowtempmabade k]M output 12DO Ica 118100m 12500In 138001m 15100ion IDi In lifetime >70,000houm/1.70ormlwr color consistelm 38Mp Ncddam Blpm/shadweCRz85 I opllmek012910CR tongwBlam WMft-1311D104°F(-M'Cb40°0I aBNIX-13°Fb104'F(-M%ID4VO I bib W-VFtolMT(4MiDWr0 pnalnnlnl mmm 73°C0A25°C amra* 1 5 year lmeed wxm* Refer to webmefor dehlq MINIMUM GL aamk PC bur pin pklo-in Man=W fi M M IMryIIMI pane by "to) ballad I belab aW111am1 al a lb UL lead belM"dud hlpUlvladtagl Unnrerm1120-277VACIOptional: 347VAC Ilnwgrag Integral Cities ll,eleceonic, high power factor >94%e120V ETt/cETI_Ustaf CECTOIB 24 JAB WmpIwM(ONy 90CRI=Plm), ADA CDmp1M u1590/GSA C22.2 No. 2fA.0-pass 11/IES LM-79/lot-m parrer apply cerifications standards power umlalmpltan dimming interface M012w-27]Yplmtlmum) rrd:0-1Off IT opmak ED/(120V m1yy=OmIIote mIDIDAU pldegap eMN1wM OIaaMiller: Dla dakmmWladWieY®mmrAmlPWe n�rle&d �a0rmnmdanaaW podutlYlwivbnmregidy ding aalNMBWARaA FC: A'g Specification Sheet u GI -I aUSCommeMM Lighting Mmufaatumr Sinmlge2:adJS Repi ml0.VZ01e PM=70 MTME BOURCE/IEMPERANRE/LED WMEN9 CRT RUSH OMONS& ACCE99UM% Rrrl n my UN lMVN Up 27K 120DLuaymRhOWD CRIBS 85CRI UK Black m 0-10111fimmini UM 34NahLVrW) 3K 18ca Lumens (ISW1 CR85 SmndaEd m Bohme EIY• ELV DTmming' b"coub139 35K 250DLunmm G1W) CRI90 90CRI CC Cusmm Cola DMX• DMx Dimming'(mmgml) 41K 38m Lumns(31W) SL Silver DALE- NUD,."W(My/) S1ODLumens(40W) WR White NO mRM 6Mmp(mmote pMy) 950 turner,(79W) m Bushed Aluminum consult mamry formed mote CcYLl toe E1IVyL yW,,Issoaraemlmns MYw FBCa mpmnv pYY/bikYNd-see care Wtronamdvnemwm lulu Mreh J A F6CeA (See rBCCM C6RICI5tl.VR Ae,QeJ I NceB(seemcesedlmexrs0nspony a Face D(sae horn ai ddmemrom papa) Llallr[nc sUSCOmmem UgHng Menufeduw Skml9 QTY LABEL DESCRIPTION e 1 2 S2 FCWS71GS-XXX-35K-2500-CRIBS-XX-D LIG HTIFIG FCWS7188 Date: APpmved: ryoa: FlXture: Proem: I FL"Ida716e Fpwdor OecariwMre w Em IP65 mtml, PDA Compliant, may to maintain fMlure that has an ire m*W lens and faceoptions f0 meet the pat tlagn requirements of your bulltlinp. N1g11WlenlNMl01u Irbrw 18.11' H A 725' W A 4'D weigh 7S be 1101®IDg nY.R..r.YR.alOaae.Eonmlon resla@nL hM gauge realpremre ab mtelmYMm .,s,.,. staM,Wstablllzed, mal.poleandrnamdiflecor ,rlwRw or ally to standard Ichoice box; masonry spoil cations lm high (4) D.25'A 0.75' MmNwm bad nitlm Dasenm rod madded.I box by orders) IP65: dry, damp, or Wet locations with PIC closed cell foam cabinet to r Out attendants six stage chain Mal yin O"h&mbBKBfe pm-~em pmceawith INahblA polyester powder an Illn jlgras prebgft finish Color Umpenhn 2=K 3000K e5M 4p001r lumen output lifetime Color consiMm" temperature Pinching temperature Wara* 1m en 11mD I Men I man I amDlm an 70,010 hours I DO or better 38T0MacAdam Ellipse/MnMda CRIVM I oplaln:W2mm apwatlng: -ITT to 1IM°F(-21140°Q Iol tp-lWb INT(-25eCb40eC) l sEmpN-6D°Fill /7TRE(-BD' W8m 73°C N P25°C STRAIT ... W warrHMfN rto 6w Eli M dffW lrmn" ege power supply certifications Unionist tin-277MC I Options 347VAC(into") In"I CIm It, Neaan¢, nigh power faults> 94%912V ER/CERLMM,CfOV024MCM"Wt(ay9OCNMpliKMCMOW atuMBrds IIL1599/6AfT12 fh 2S0A-WNI/Ica IIF]9/IMBD parer CNlarepea 19W@12W-217Y (llNdnulN f♦erelg lowbn rue DlOV psi l wp By am ndr Worrmb-rhea PNNm NM © QUICK SHIP PRODUCT stage M/igASrrg.Gom DmmmNRmewm0wld0mtlbPwenaems,agpanwanneureaubwBm MmPxltlpMlWmrCllphlY9,®wetle,BMmPMwYbbe[tlemYmweebWeMMwtmaa, P100A41ca cairn year m N LMMnp terms era mnaalima. crag US Cnmmemial Lighting Manufacturer Since less SpwN alm Sheet O FC Lighting, Inc. 3609 Swenson ave • HE dmdas II • m174 1 fdlgMng.mm I M.M.lM KW Rex OR919 gam MaTAPE TEMP ME anted m Rmll OP110N88 ACCESSNIm IOIQlW as MW1gAL r am 12m wmmpsm as as a BwA M OtNorrow",) aDM• 9rMDRwM n 1800lumms114m Qa WW u Baa ELV' E1v Ulmming 1120of only) aK Am'ankin MW re oOenW eMll DMt Dmmlml (mmVemM 4K Good farms 132M a 9.W pall 0au o,mmiMlrw'aYmM 6200lumarscount Use w ma mmry BxmpjaMemN Y BINLMMue •awHaWybYlaw DFACEINCLUOED OPTIONAL FACES ��� 1I1 ICI - III Consult Factory for other optians and mOprafims. Tofruareis, amNe pmpw amngulslma fm fourllgpang spenRSlmis sonted us d, only shot HE Gem saddell rxwre�dsmwmmnnwm cal odbalmneamlo�nwmw.mamengoaees.molecmhemampooaow ©QUICK SHIP PRODUCT tail/digofieffew. k.menu.w.dardrp.I.L.daroTVare ank ape:seetim,.amwhp,tmdma.MaoNam..algkwap,.n.®uonpmmomnA.LebWaammm.arsu.wuaoptmAo., NMam UR N W®yeamnl m iC IiAhtin9 temis arp mntliMn. Specification Sheet yq US Cram molts LlgMing Manldacturer Sillm 1M Specification Shen JS Rw, OI/uMe O PC Lighting, Ica. SUCH)Swenson and • M. matlea it • Sol ]4 I Idghtlnp.com BW,800.1130 KW May. 072319 ANY SITE PLAN(S), FLOOR PLAN(5), REIII NGIS), LIGHTING LAYOUTIS) AND PHOTOMETRIC PLAN(S) INCLUDING BUT NOT LIMITED TO ANY PROJECT(S) CREATED/PRODUCED BY RED LEONARD ASSOCIATES INC., ARE ONLY INTENDED FOR ILLUSTRATION AND QUOTING PURPOSES ONLY. RED LEONARD ASSOCIATES HAS THE RIGHT TO USE THIRD PARTY LASERS, SCANNERS, AND CAMERAS BUTACTUAL PROJECT CONDITIONS, DIMENSIONS, AND ACCURACY OF MEASUREMENTS MAY DIFFER FROM THESE OR ANY PARAMETERS. RED LEONARD ASSOCIATES INC. ASSUMES NO LIABILITY FOR WHAT IS CREATED PRODUCED IN THESE RECREATIONS THIS INCLUDES BUT IS NOT LIMITED TO THE USE OF INSTALLATION OF AND/OR INTEGRITY OF EXISTING BUILDINGS SURROUNDING AREA FOR PRODUI SUCH AS EXISTNG POI ANCHOR BI BASES ARCHITECTURAL AND SIGNAGE STRUCTURES LANDSCAPING PLAN(S), UGHTING PLAN(5), FIXTURE SELECTION(S) AND PLACEMENT, MATERIALIS), COLOR ACCURACY, TEXTURES), AND ANYTHING ATTRIBUTED TO PHOTO REALISM THAT IS CREATED. FURTHERMORE, RED LEONARD ASSOCIATES INC. DOES NOT ASSUME LIABILITY WHATSOEVER FOR ANY PURCHASES MADE BY CLIENT BEFORE DURING OR AT THE CONCLUSION OF THE PUBLISHED WORK. TH E CUSTOMER ITS RELATIVE AFFILIATES, AS WELL AS ANY OTHER PERSONS) IN MEWING OF THIS PRODUCT IS RESPONSIBLE FOR VERIFYING COMPLIANCE WITH ANY BUT NOT UNITED TO ALL CODES, PERMITS, RESTRICTIONS, INSTRUCTIONS, PURCHASES, AND INSTALLATIONS OF OBJECTS VIEWED WITHIN THIS DOCUMENTIS) 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 DMWIW(S), OR PROJECT(S) IS NOTTO 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 WITHOLFr WRIrTEN AUTHORIZATION FROM JAYME J. LEONARD 15 STRICTLY PROHIBRED. PROJECT NAME. WAWA ALBEMARLE COUNTY, VA DRAWING NUMBER: awa RL-7277-S 1-R5 m U m N \ W Q J a M m Lit W 10� V) m z IY O_ Q W' W O IY LO Z _O U) W (i � I z O Ih N Ih N LU Q Z O V 6 W Z H O Q U Ott 0 OU CC �X U a Iz O r'J UO O � Q I I � 'at- Z O } LLJ (if 5 GO J C) CO W O Y WU - Q Y J N CIO N J t� 3: O O r z M :E 11 U O N 3: O M U H V) Y Of W O CD J N = O 0Of Lc) Q m d rvi0 Q o m Q - z z W Y Y W CD ¢ Q US w U Ul W O O S U U J Z w N W W z w � dew z O O U LLJ J Q W m J Q SHEET NUMBER C L-501 U m U m o N 0 \ W O m Q a \ o a C O C O J a T v QTY LABEL BESCRIPTION E Y l 3 W1 SEC-EDG-3M-WM-04-E-UL-)D(-350-57K M m _ 1 W2 SEC-EDG-3M-WM-02-E-UL-XX-360-57K Cr) _0 W _ S W3 SEC-EDG-3M-DM-12-E-UL-XX-360-67K V) M Z O Dr!J Q cr) O j L Dr! W 3 O W a UO Z L O on U) U C W y N O_ 0 O O on z Q U C Cree Edge® Series 0 O LEG Security Wall Pack Luminaire N _ _ Rr arY: Va rVl9/x019. T Pmduct Oesalption N 01 Me Crew Edges was mount Wmlmlrc has a slim, bw proms dedign. The Wmimlre end nps are U Ematlelmm rvgged the eel eluminumxilM1 lnlegraLweeMealgM LEDdtivered no rlmentsand Mgt: Z > penormancealnm:numheaasinkspeeacaeyd,signaalnrLEDappliutions. Honing �arvggan - Q Y aluminum. Include— lightweight mounting boa tarinsleliation oKr Wndam and mud ring single gang _ T l-Bores. Secures lowallwith lour 3/I6" 15mmiscrewslbyotbenl.0 Nuitenlrylmm lop, bottom, -, (n Q L sidesana rear.Mears mounting for uptight or dodi Cesigreaend apprwM bonds, _ O WZ throughm inng. Includes leaf/debris guard. 0 CO AppOotlam:Generalarea and...... I, lighting Q C) N O D Q Z a Perbrmance Summary 0 � CC (D Patentee NanoDplic^Pmtluct iechnolopl < D Assembled in the USA 0 U.S. and imported par6 � O n of 1Aa• C CARD : Minimum N CRI Nflrrerd � � D CCT: 3000K Id-300KI, 5NDRb/-500N standard C �\ zQ Lo x oLimivawimax :la wen on leminaie/10yeam an Lemdew Dellaouartlennish Z� �O >- LLI .._,.a.emmemm OIn Z7 0 J `O } = W Y 3 .L, Accessories ImAiinml W O Oir JC missiles Q 0 aawnm > 1, doeSM .1te SREH a Q ym.xnr-la•ImtmmisPma:e Forsu[<eeamtlmptemeneimere J W 3 ��ele bRq:wmb. araAww M1eWhaNnmbarexuiriedasexeresseemand, mum 0-LuwNaNw O O O NJ F Y �� -L 3 U O J � O O 0 Ordering W:MC-ER 2M-W.Na n IfJ U Fmrlpb:SEC-En0.2M-WM-OYE-ILL-SV-90a J U L m Cgre Me DAM L Nuse m U As C C O O m Q m U o 2 0 wast C C � O y O D©tl a CREE = LIGHTING z � m P- of CN O W IS FIRYWM®N0e12A0-d®o ~ 0 Ia.i leONd]a-133< W CD O S N o O CN n 0 00 � Cn m > oa d _ m a 0 6) Q o m Q Q \ W z z Y o Cree Edge" LED SicurhyWall Pack Luminaire = J CD 3 V 3 - Y Q N Q W p .. Product Specitichtions Cn O O U V W � S O L CONSTRUCTION A NATERLAS RD U . Slim.dremoilems" J s Luminsw a sides are ru0ged die raatalumlnum Mth lntpml p 3 wmaM1etligha LED annrmmpertmentantl M1igR pedomurceaWmnum C M1ut simsesPecificathdeslgned for LED applications dO How ingisru,eadaWmin:en • Fumismd Mlhlowmpear,lighlwaighamountingbmdeignedfar C Inat Udw meramMaN and mud ring single gang J-Boeaa m wmmake on also bedirem mounted to a wait and surfauwiretl 00 '� SeunsrowanwOh Mur V1d" 15mmseemn Nymh%m N Conduitantrybpm lap. bottom. side, and rear 10 • Allwnmearri,,WLPlictaredewnllgM M O Designed and apprvued forwWthmughrvrimg • Instudealefiddereguam D, • EaW6.e Co"Hem DdRdb d-finish%.dean ECest.exayprimer > O Mahenultradurnablerew rwpcoN, prdmtling ea[Il.m rez:zwnce to U 2 mrmsilonn, ularaulalet it,tation andabnsmn .1si bens., el—nd • whde. milable U u Fwalmse Dimeneiareana weight Chem an page) of V ELECM'ALOmREM ,U YpmWNbper 120-0 tNor 36]-e0P650/dOHx. Clma l tlnaen 0 • powv hmaa•0.9 at WUlmtl Q Y a TomlNmmomeoMmnxn:.2axsed,(d w m IntegralwertM1eN9M J-Bm with lmtls lMn nuW ldrmryPa,erhmk m p t In1rym110hV augsauppmaien p:vh<tlonaterdvd • Whend de tlicbtefuush currowblywlmaarlype ClD bnebr&rouN be used to edam. roman current 0 0 Con.utt%a yifin-Wmimire Nsir ismquired T NaaimMn lOYFoaaa . u 2CLEDINK)"Ondek, I'7 20LED 1525 S 700 m� antl 10-IM LED: 0.15mA N D REODIATptyaVOLON]M90WLLIRMWO watFTem'0.mlrMw,•ngnsq.Armwe:w•emare:rmrarnvNrip sI 0 -D [ULusefora ted O 01 • Suies RLD Pard lo, Subbed rw Meek FCC Part l5, Subpam B. CMSABmKS lorwntllsmetl and ntlgktl C emisslms y N C En[IownnbtllPdd par lEC d0529 wfimoNantl MMwt Pon PML p — opliom N Ox • ANSI C1ad.2 lakV.urye protection, tested In accomands with IEEE/ANSI WindoU2.41.2 O> W Wminertanantsaitoll=MtotN wMtheYn STIMSM1dunW U ¢Mitts ambient ml mndlllameadMned In/S1N StandaMB11] 'L Dre RAidere MaM1ml.nsKur.Rororm htmaa/wyw.aeNgnughM.oryeaanmror mind comfort inrormaam 1. par Am AM L m • Meals But"Mi entr ul..RU"Mn ARM j •pmrmmwlrm- N O 0 C a'cnr'gaaan.nnarw: pnpn amknn•tm Z.Plea iwe..ame e.r==.m z—fi,,—,e,,—exr—r..eexeg eex—rx ` mregeeuwrtInew, leateeNm xwe m:am swan, mn•n lexaseLas fit win auwsaam wN.ena and wrxwawrm• avauw lout a law wasaam N aeLeo -� Q C ~ C W p N Ur O Z C N L YL EIrINmroAmm N00133tl-MS C R E E= LIGHTING Z w U fordsNeNNlNnsunaMmnNONi]a.,23< I..1.J N m O c In O I m J � C S W ANY PLANS FLOOR PLANS RENDERINGS LIGHTING LAYOUT(S) SAND PHOTOMETRIC PLANS INCLUDING BUT NOT LIMBED TO ANY PROJECTS CREATED RODUCED BY RED LLONARD ASSOCIATES INC. ARE ONLY INTENDED o f ). I ). 1 )r tt l I) 1 1 /P PROJECT NAME. ^' FORILLUSTIiATION AND QUOTING PURPOSES ONLY. RED LEONARD ASSOCIATES HAS THE RIGHT TO USE THIRD PARTY LASERS,SCANNERS, ANDCAMERAS BUrARUAL PROIER CONDmONs, DIMENSIONS, ANDACCURACYOF WAWA ` V R E D L E O N A R D MEASUREMENTS MAY DIFFER FROM THESE OR ANY PARAMETERS. RED LEONARD ASSOCIATES INC. ASSUMES NO LIABILITY FOR WHAT IS CREATED/PRODURCED IN THESE RECREATIONS. THIS INCLUDES BUT IS NOT LIMITED TO THE USE OF, INSTALLATION OFAND/OR INTEGRITY OF EXISTING BUILDING(S), SURROUNDING AREA FOR PRODUCTIS) SUCH AS EXISTING POLEIS), ANCHOR BOLT(S), BASE(S), ARCHITECTURALAND SIGNAGE STRUCTURE(S), LANDSCAPING L O O \ ASSOCIATES PLAN(S),LIGHTINGPIAN(S),FIXTURESELECTION(S)ANDPLACEMENT,MATERIAL(S),COLORACCURAC/,TEXTURE(S),ANDANYTHINGATTRIBUTEDTOPHOTOREALISMTHATISCREATED.FURTHERMORE, REDLEONARDASSOCIATES ALBEMARLE COUNTY VA INC., DOES NOT ASSUME LIABIUTY WHATSOEVER FOR ANY PURCHASES MADE BY CLIENT BEFORE, DURING, OR ATTHE CONCLUSION OF THE PUBLISHED WORK. THE CUSTOMER, ITS RELATIVE AFFILIATES, AS WELL AS ANY OTHER t `J Y Y PERSON(S)INVIEWINGOFTHISPRODUCTISRESPONSIBLEFORVERIFYINGCOMPLIANCEWITHANYBUTNOTLIMITEDTOALLCODES,PERMITS, RESTRICTIONS,INSrRUCTIONS,PURCHASES, AND INSTALLATIONS OF OBJECTS VIEWED wciS w DRAWING NUMBER. N 1340 Kemper Meadow Dr, Forest Park, OH 45240 WITHIN THIS DOCUMENT(S)OR PROJECT(S). SYMBOLS ARE NOT DRAWN TOSCALE SIZE IS FOR CLARITY PURPOSES ONLY. SIZESAND DIMENSIONSARE APPROXIMATE, ACTUAL MEASUREMENTS MAYVARY. DRAWINGSARE NOT waoU f 513574-95001 redleonard.com INTENDEDFOR ENGINEERING ORCONSTRUCTION USE.THIS DOCUMENT,ANYRED LEONARD DMWIW(S), OR PROJECT(S) ISNOTTOBE USED AND/OR INTENDED FOR ENGINEERING ORCONSTRUCTION PURPOSES, BUT FOR RL-7277-S1-R5 s • • z O ILLUSTMTIVE PURPOSES DNLY. ANY USE OF THIS DOCUMENTATION AND/OR OTHER ARTICLES PRODUCED BY RED LEONARD WITHOUT WRITTEN AUTHORIZATION FROM JAYME J. LEONARD 651RICTLY PROHIRITED. O UP LY O O n 'Nr Iww� (J `o ° Q U rn W E 0 m 0 J o Q m � m D SHEET NUMBER O CL-502 Eli IECcaumlatal Ckn'K Ykgm px 9.9'ImImM mWi R.l pd1 M I1.TDNmM mlbc110.01p1 W 13TDmmM Y614111ay1 m Isv NNmM %We.hx.zgl Ib nrµmmM a1 ResUAlRd tx 19.9'4MmnM masllAsld FF6FOF MM F lFA mtlm qRa NmrM mum 6mW WIMe o�pam a.mm amen. him �� F Ikrwvl p Typ IINNvn YgUNouM m MM 3m:rA vleyermnera 1 m-xTN - n; neaxana aNr� ib p Typo IIMNYmw'HLS arm n �blaw�ImpMLrmn ; Pw .AgIWaNwM mipIFM - g19wIW mHmV Y rypIISM ma m mNr NN 1m r )mmA IenbuLera6wlMa TygIl Slwly'BLF ]LN NMIa -.MIMENMN mip LEnx p Vn0.ghmmaW MulaElnN r veeaw TypolllNmum meMealoettlwnlg applatllav Nm VeR re TymIII Nedum V&S @:mr,pprzw:eceruanlgll. a sow Tyn NNNum Typ NNtlumvy1115 I�li>sl�l�l�ii�i�i3■ I�li�l�i.�il■ii�i�i�■■ III©II®I�I�u7i'k:■i�■I�LR> daeFJpee Series AmbMM.l4umed Wmen Nainlemrca' Nntielt �� 25NM1r M1yrw9 INF WNM1r RyarbP INF ]5KM1r FrameM WE IWNM1r ENIMN IAF 6'CMI'm Im 1M AM a% ant ncw'p Im tm Aea a% an letpr•p m51ra'p IM A. Ax a9s A% mCm'Fl I.D] b.% APo a91 0.tt U C m 0 0 m m a C v E 0 T v Y 0 v 0 5 3 a 0 L N 0 c v 0 v v a v c 0 0 O T E c 0 0 a 0 v C c v 0 0 0 N O .L. v 3 c p d Z Q 3 J 1 .� 0 o Zs — 3 Z a_E u°0 Y E J 'L' N C O N w v u � o c � 0 a Q� a L � n v v `o 0 v o v c Y 0 a m v o 0 a o v I 3 � L s D 3 3 O 0 L C I 30 n � v h N O > a Y o v a Y y L E `o V y0 h o V � J c N m • u T > L N N n o E N c > N ° E z ` Z J c i � o z C Q J L Y � Jr c I y Y t a v 0 C o2, o m J � 0 0 Y Y a � m n u C O N u L 5 n 5 L 3 o J - o+ E o 0 n E In D 0 p o o r i ~ C14 III N N N (La 0 _ (� ^ 1 x m m Cti �j=Naa fzl �LOavivi Owrn I I �m Nr7n Q m — sF of >�aa 00 M M mm 00 0 I n I II 3 II I II � II I II 3 II I II 3 I / l GRATE 6a RI i l i - i � � JHC � 443�._': �'"•. S S } as 44442 ".' .. I 1 ,446\ � . / EPP P21 38 Ilhlllnl�unlIII A I EA SQFT ......e..e........e..e..e..e......... ........... - ` . , .e..e.. Cw DI �1 1111 u0 I• m C Jo 1 I\— • •�//CIS �1 4a 1011 wo wa 2.26 ACRES 6,049 SF MEAN 1 33 1 IIO I '48 WAWA SPACES 401 aw, TTw I IIII iw Imp �►\ err 3_ � awlra���..vvmvvwr.�n��caraa�r *�.r_ WIN STING TREE REMAIN, TYP. PLANT SCHEDULE TREES CITY BOTANICAL NAME COMMON NAME CONT CAL/HT REMARKS AR 5 Acer rubrum 'October Glory' October Glory Red Maple B & B 2.5" CAL. MIN. Strong Central Leader, Matched. GB 7 Ginkgo biloba 'Princeton Sentry' Princeton Sentry Maidenhair Tree B & B 2.5" CAL. MIN. Strong Central Leader, Matched. GS 2 Gleditsia triacanthos inermis •Shademaster• Shademaster Honey Locust B & B 2.5" CAL. MIN. Strong Central Leader, Matched. QR 6 Quercus rubra Red Oak B & B 2.5" CAL. MIN. Strong Central Leader, Matched. ORNAMENTALTREES I CITY BOTANICAL NAME COMMON NAME CONT CAL/HT REMARKS LI 4 1 Lagerstroemia indica x fauriei 'Natchez' Natchez Crape Myrtle Multi -Trunk B & B 8• HT. MIN Strong Central Leader, Matched. PY 15 1 Prunus x yedoensis Yoshino Cherry B & B 2.5" CAL. MIN. Strong Central Leader, Matched. EVERGREEN TREES CITY 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 CITY BOTANICAL NAME COMMON NAME CONT HEIGHT REMARKS AX 41 Abelia x grandiflora •Compacta' Compact Glossy Abelia CONT. 24" HT MIN. Full To Ground, Dense. IC 37 Ilex cornuta •Burfordii Nana Dwarf Burford Holly CONT. 24" HT MIN. Full To Ground, Dense. IG 20 Ilex glabra 'Shamrock' Shamrock Inkberry Holly CONT. 24" HT MIN. Full To Ground, Dense. IV 26 Ilex verticillata Winterberry CONT. 24" HT MIN. Full To Ground, Dense. IT 20 Itea virginica •Sprich• TM Little Henry Sweetspire I CONT. 24" HT MIN. I Full To Ground, Dense. PL 14 Prunus Iaurocerasus •Schipkaensis• Schipka English Laurel I CONT. 24" HT MIN. I Full To Ground, Dense. RC 22 Rhododendron catawbiense Catawba Rhododendron I CONT. 24" HT MIN. I Full To Ground, Dense. GROUND COVERS QTY BOTANICAL NAME COMMON NAME CONT SPACING REMARKS CXA 29 Calamagrostis x acutiflora 'Overdam' Overdam Feather Reed Grass #1 30" O.C. EPP 176 Echinacea purpurea 'PowWow Wild Berry' PowWow Wild Berry Coneflower #1 18" O.C. HXS 109 Hemerocallis x'Stella de Oro' Stella de Oro Daylily #1 24" O.C. HCC 340 Hypericum calycinum Creeping St. John's Wort #1 18" O.C. JHC 281 Juniperus horizontalis Creeping Juniper #1 30" O.C. LSV 385 Liriope spicata 'Variagata' Creeping Lilyturf #1 18" O.C. PAH 125 Pennisetum alopecuroides 'Hameln' Hameln Fountain Grass #1 30" O.C. SSL 56 Schizachyrium scoparium Little Bluestem #1 30" O.C. i r / 141 Iw 0 \ DECK /^/�\\\\ \/ A ms � \c D \ \ 298 SOFT \ PLANTED AREA �G [a'�►ooar► ac,�Xaaoo�►c:., -- 775 SOFT PLANTED i MULCH ENTIRE BED, PLANT . EDGE / (VA) CHARLOTTESVILLE-1165 PEPSI PLACE, LLC D.B. 4722 PG. 213 D.B. 2359 PG. 589 (PLAT) PARCEL ID: 061 WO-02-00-002BO ZONED: C-1 COMMERCIAL PARCEL USE: CONVALESCENT HOSPITAL SITE LIGHTING, TYP. 47 SOFT ' !KEED AREA AR FENCE MEANDERS ALONG P/L Ill 40' GAS LINE EASEMENT D.B. 290 PG. 434 D.B. 421 PG. 500 D.B. 1683 PG. 337 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. m >_ U m N \ W Q J a M m w D- V) m z O_ Q � w O o w In z O w o' 0 Z O r7 N M N L�Q Z> O In o LLJz O Q O N 0 OU 0 V� 00 n p . a Onrr 00 O c / \ Q Z— O } W o 7 J O_ U1 � W p Y WO 3 Y J N 3 O pJ N o0 O 0 1 RIOT BIE D. ROACH y _ J41.1 LIC. No. 1870 II/19/2021 1� TREE PROTECTIO\ Sc'gPE Ag' \ FENCING, TYP. SEE 71 SHEET G \ ~ 7 Cn (f) Q O O O N O w0 w� cn 0 0 \ > 'm I JA—ZA IMITED PART z� o a D.B. 1134 PG. _ Z 3 I D.B. 77 G. 401 Y a N a w PARCEL ID: 06'rWO—( o o 0 ZONED: C-1 Cb1 PARCEL USE: VACANT C WAWA ALBEMARLE COUNTY - ENTRANCE CORRIDOR OVERLAY DISTRICT & SEC. 32.7.9.5 Location and Requirement Width (LF) LF Required Provided North Property Line (Greenbriar Drive) 6.8 Large Deciduous Tree (1 per 50 LF) 6 Large Deciduous Tree 68.0 Medium Shrubs (1 per 5 LF) 80 Medium Shrubs 1Y LANDSCAPE SETBACK ALONG ROAD. LARGE SHADE 10 340 STREET TREE (2.5" CAL.) /50' W/ INTERSPERSED ORNAMENTALS (8' HT.)& SHRUBS/5'. N/A Ornamental Tree (Interspersed) 6 Ornamental Trees West Property Line (Semonile Trail) 4.7 Large Deciduous Tree (1 per 35 LF) 2 Large Deciduous Tree" 1Y LANDSCAPE SETBACK ALONG ROAD. LARGE SHADE STREET TREE (3.5" CAL.) 35' OC W/ INTERSPERSED 10 165 33.0 Medium Shrubs (1 per 5 LF) 61 Medium Shrubs N/A Ornamental Tree (Interspersed) 4 Ornamental Trees' ORNAMENTALS (8' HT.) & SHRUBS 5' OC. South Property Lines (Along Adjacent Property) N/A WA N/A N/A N/A N/A ,INTERIOR -NO SETBACK- LIKE ZONING. East Property Lines (Along Adjacent Property) N/A N/A N/A N/A N/A N/A INTERIOR -NO SETBACK- LIKE ZONING. LANDSCAPE REQUIREMENTS ALONG ROUTE 29 AND GREENBRIER DRIVE HAVE BEEN ADJUSTED ACCORDING TO COMMENTS FROM THE ARCHITECTURE REVIEW BOARD. WAWA PARKING LOT LANDSCAPE REQUIREMENT -SEC. 32.7.9.6 AND ENTRANCE CORRIDOR OVERLAY Required SF Required Trees Calu/adon Provided u 5 /o of parking paved area. 1 Tree for every 10 parking 53,801.73 SF x .05 = 2,609.09 SF 2970 SF spaces provided 68 /10 = 6.8 Trees 7 Large Trees TREE CANOPY REQUIREMENT CALCULATIONS (as noted in Sec. 32.7.9.8) Gross Site Area 2.260 Acres 98,446 SF Tree Canopy Required 10% 9,845 SF Tree Canopy Existing to Remain 0 SF Tree Canopy Provided (Total) (Refer to Tree Canopy Breakdown) 10,124 SF TREE CALCULATION BREAKDOWN Qty. Type Size 10 Yr. Canopy Coverage C Provided 5 Acer rubrum'October Glory' 2.5" Cal. Min. 452 SF 2,260 SF 2 Gleditsia triacanthos inermis 'Shademaster 2.5" Cal. Min. 481 SF 962 SF 4 Quercus rubra 2.5" Cal. Min. 424 SF 1,696 SF 8 Quercus x warei'Long' TM 2.5" Cal. Min. 464 SF 3,712 SF 5 Lagerstroemia indica x fauriei 'Natchez' 8' Ht. Min. 77 SF 385 SF 5 Prunus x yedoensis 8' Ht. Min. 99 SF 495 SF 11 Ilex x "Nellie R. Stevens' 8' Ht. Min. 44 SF 484 SF 13 Thuja occidentalis 'Smaragd' 8' Ht. Min. 10 SF 130 SF Total: 10,124 SF GRAPHIC SCALE IN FEET 0 15 30 60 1"=30' Z J 0— (D Z_ Z Q J 0. 0 0� Z LU N W W z Z LU U Oi� Ld _J n/ LL_ V J Q W m J Q SHEET NUMBER CP-101 C v 0 U 0 N a a v C O I v E Y 0 T a 0 0 L 3 0 N ti c v a v 0 `o T 0 0 v 0 0 O O N 3 `o a r _ J v Q C ,J 3 7 Z � — o z 5 Q 3 J Z � E n = 0 N � r � C m o c v c u o c — v a J a 0 E n '- c -v v c v v `o o v c v o 'v T � N `v 0 n o � ` a I v 3 U U �s O 3 D v n o � C O i N o I a =� n Y u Y U n N E L N `o 7 E 0 O U � V _ C V y � C y _ T m v u n ^� E w � o 0 z � E n J +� Q C_ � C � o z o z_ — C Z v J v 1 L U B n a`, I m i � a N C o °' m J � U 00 Y Y a C O N u N v L 5 n 5 � 3 O N L J � _ o+ E o n tE WAWA STANDARD LANDSCAPING SPECIFICATIONS: 1. ALL TOPSOIL SHALL BE A MINIMUM 4" IN ALL SOD AREAS AND 10" - 12" IN TREE, SHRUB AND GROUND COVER BEDS, INCLUDING PARKING LOT ISLAND BEDS. IT SHALL BE APPROVED BY A WAWA CONSTRUCTION REPRESENTATIVE, PRIOR TO INSTALLATION. 2. PLANTING BEHIND PERPENDICULAR PARKING IS TO BE LOCATED A MINIMUM OF 5' BEHIND THE CURB LINE. 3. ALL LANDSCAPE AND GRASS AREAS ARE TO BE HAND RAKED AND LEFT CLEAR OF ALL STONES, ROCK, CONSTRUCTION DEBRIS AND ANY UNSUITABLE MATERIALS. 4. ALL LANDSCAPE AND GRASS AREAS ARE TO BE IRRIGATED BY AUTOMATIC SPRINKLER SYSTEM. (SEE IRRIGATION SPECIFICATION.) 5. LANDSCAPE CONTRACTOR WILL LOCATE ALL UNDERGROUND UTILITIES PRIOR TO ANY EXCAVATION AND PLANTING INSTALLATION. 6. ALL AREAS TO BE LANDSCAPED OR COVERED WITH STONE MUST BE TREATED WITH A PRE -EMERGENCE HERBICIDE (SURFLAN, DACTAL OR APPROVED EQUAL) IN ACCORDANCE WITH APPLICABLE FEDERAL, STATE REGULATIONS AND THE MANUFACTURER'S INSTRUCTIONS. 7. MULCH BEDS ARE TO BE DELINEATED WITH HAND OR MACHINE DUG SHOVEL EDGING. 8. LANDSCAPE CONTRACTOR TO SUPPLY AND INSTALL A PERVIOUS WEED BARRIER (DEWITT, DUPONT OR APPROVED EQUAL) IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS WITHIN ALL LANDSCAPES, INCLUDING STONE AND MULCH BEDS. ALL WEED BARRIER WILL BE OVERLAPPED A MINIMUM OF 6" AT ALL SEAMS. AT PLANT LOCATIONS, BARRIER SHOULD BE CUT IN AN "X" PATTERN SO TO ACCOMMODATE ROOT BALL AND REPLACED AFTER PLANT HAS BEEN INSTALLED. 9. WEED BARRIER SHALL NOT BE VISIBLE IN AREAS DESIGNATED FOR STONE MULCH. WHEN STONE IS CALLED FOR ADJACENT TO CURB OR SIDEWALKS, IT SHALL BE FEATHERED DOWN TO CURB LEVEL FROM A DISTANCE 24" FROM THE CURB. 10. ALL PROPOSED LANDSCAPING TO BE NURSERY GROWN, TYPICAL OF THEIR SPECIES OR VARIETY. THEY ARE TO HAVE NORMAL VIGOROUS ROOT SYSTEMS, FREE FROM DEFECTS AND INFECTIONS AND IN ACCORDANCE WITH ANSI Z60.1 11. ALL PROPOSED PLANTINGS SHOULD BE INSTALLED PER STANDARDS OF THE "AMERICAN ASSOCIATION OF NURSERYMEN" AND STATE NURSERY/ LANDSCAPE ASSOCIATIONS WITH REGARD TO PLANTING, PIT SIZE, BACKFILL MIXTURE, STAKING AND GUYING. 12. ALL PLANTING CONTAINERS AND BASKETS SHALL BE REMOVED DURING PLANTING. ALL PLANTS SHALL BE SET PLUMB AND POSITIONED SO THAT THE TOP OF THE ROOT COLLAR MATCHES, OR IS NO MORE THAN TWO (2') INCHES ABOVE, FINISHED GRADE. REPLACE AMENDED BACKFILL IN 6-INCH LAYERS AND COMPACT BACKFILL TO ELIMINATE VOIDS. CONTRACTOR SHALL PROVIDE A FOUR -INCH HIGH EARTHEN WATERING SAUCER ALONG THE PERIMETER OF EACH PLANTING PIT. CONTRACTOR SHALL WATER NEWLY PLANTED VEGETATION PRIOR TO MULCHING PLANTING PIT. ALL VOIDS SHALL BE FILLED AND SETTLING MITIGATED AS REQUIRED. ALUMINUM EDGING SHALL BE INSTALLED AROUND ALL PLANTING AREAS TO DELINEATE BETWEEN DIFFERENT LANDSCAPE MATERIALS. 13. AFTER INITIAL WATERING AND PRIOR TO MULCHING, CONTRACTOR SHALL APPLY HERBICIDES AND PRE -EMERGENT HERBICIDES AS REQUIRED TO ELIMINATE ANY WEED SEEDS OR PLANTS PRESENT ON ROOT BALL. 14. ALL PLANTING BEDS AND PITS EXCEPT FOR LANDSCAPE ISLANDS ADJACENT TO THE BUILDING AND DESIGNATED AREA AT THE FUEL VENT STACKS, SHALL BE MULCHED WITH DOUBLE GROUND HARDWOOD MULCH AT A MINIMUM DEPTH OF 3". LANDSCAPE ISLANDS ADJACENT TO THE TANK MAT SHALL BE MULCHED WITH 1 "-3" "RIVER STONE" MULCH TO AT LEAST TO A DISTANCE OF 6'FROM THE TANK MAT AND VENT STACK. FOR LANDSCAPES ADJACENT TO BUILDING, CONTACT PROJECT ENGINEER. 15. SEEDBED PREPARATION A. APPLY LIMESTONE AND FERTILIZER ACCORDING TO SOIL TESTS OR FERTILIZER MAY BE APPLIED AT THE RATE OF 260 POUNDS PER ACRE OR 6 POUNDS PER 1000 SQUARE FEET USING 10-20-10 OR EQUIVALENT. IN ADDITION, 300 POUNDS 4-1-2 PER ACRE OR EQUIVALENT OF SLOW RELEASE NITROGEN MAY BE USED IN LIEU OF TOPDRESSING. B. WORK LIME AND FERTILIZER INTO THE SOIL AS PRACTICAL TO A DEPTH OF 4-INCHES WITH A DISC, SPRING TOOTH HARROW OR OTHER SUITABLE EQUIPMENT. THE FINAL HARROWING OR DISKING OPERATION SHOULD PARALLEL TO THE GENERAL CONTOUR. CONTINUE TILLAGE UNTIL A REASONABLE UNIFORM, FINE SEEDBED IS PREPARED. ALL BUT CLAY OR SILTY SOILS AND COARSE SANDS SHOULD BE ROLLED TO FIRM THE SEEDBED WHEREVER FEASIBLE. C. INSPECT SEEDBED JUST BEFORE SEEDING. IF TRAFFIC HAS LEFT THE SOIL COMPACTED, THE AREA MUST BE RETILLED AND FIRMED AS OUTLINED BELOW. D. UNLESS REQUIRED FOR PARTICULAR BMP AREAS, ALL TURF ON WAWA LEASED PREMISES IS TO BE SOD. WHEN REQUIRED FOR BMP'S, SEED MIX IS TO MEET LOCAL REQUIREMENTS. SOD SHALL BE TURF TYPE TALL FESCUE AND INSTALLED ON A MINIMUM OF 4" OF TOPSOIL. 16. PLANT MATERIAL SHALL BE GUARANTEED FOR ONE YEAR FROM THE DATE OF SUBSTANTIAL COMPLETENESS. THE CONTRACTOR SHALL REPLACE PLANTS, DEAD, UNHEALTHY, DYING OR DAMAGED THROUGH LOSS OF BRANCHES AND/OR FOLIAGE. LAWNS THAT ARE NOT IN GOOD CONDITION AT THE END OF THE GUARANTEE PERIOD SHALL BE REPAIRED UNTIL A GOOD LAWN RESULTS. IT IS UNDERSTOOD THAT THE OWNER SHALL ASSUME RESPONSIBILITY FOR WATERING ALL PLANT MATERIAL AND LAWN AREA BEGINNING WITH THE DATE OF SUBSTANTIAL COMPLETENESS. GENERAL LANDSCAPE NOTES: A. CONTRACTOR SHALL REVIEW ALL DRAWINGS, SPECIFICATIONS, PERMITS, AND REGULATORY REQUIREMENTS PRIOR TO COMMENCEMENT OF WORK. B. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL REQUIRED LANDSCAPING AND IRRIGATION PERMITS. C. CONTRACTOR SHALL VERIFY ALL EXISTING AND PROPOSED SITE ELEMENTS AND NOTIFY OWNER'S REPRESENTATIVE OF ANY DISCREPANCIES. SURVEY DATA OF EXISTING CONDITIONS WAS PROVIDED BY OTHERS. D. THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING UTILITIES DURING CONSTRUCTION. AT LEAST 48 HOURS PRIOR TO ANY DEMOLITION, GRADING, OR CONSTRUCTION ACTIVITY THE CONTRACTOR SHALL NOTIFY "MISS UTILITY" OF VIRGINIA @ 1-800-552-7001 FOR PROPER IDENTIFICATION OF EXISTING UTILITIES WITHIN THE PROJECT SITE. E. FINAL LOCATION OF ALL PLANTINGS SHALL BE DETERMINED IN THE FIELD BY THE OWNER'S CHOSEN REPRESENTATIVE. F. SUBSTITUTIONS AND/OR MODIFICATIONS TO PLANTING LAYOUT, PLANT MATERIALS, ETC. SHALL NOT BE MADE WITHOUT THE WRITTEN CONSENT OF THE LANDSCAPE ARCHITECT. G. CONTRACTOR SHALL INSTALL ALL PLANT MATERIALS AS SHOWN IN THE DETAILS, AND AS INDICATED IN THE LANDSCAPE SPECIFICATIONS. H. THE PLANTING OF TREES SHALL BE DONE IN ACCORDANCE WITH THE STANDARDIZED LANDSCAPE SPECIFICATIONS JOINTLY ADOPTED BY THE VIRGINIA NURSERYMEN'S ASSOCIATION, THE VIRGINIA SOCIETY OF LANDSCAPE DESIGNERS AND THE VIRGINIA CHAPTER OF THE AMERICAN SOCIETY OF LANDSCAPE ARCHITECTS. I. SIZE AND GRADING STANDARDS OF PLANT MATERIALS SHALL CONFORM TO THE LATEST ADDITION OF ANSI Z60.1, AMERICAN STANDARD FOR NURSERY STOCK, BY THE AMERICAN NURSERY AND LANDSCAPE ASSOCIATION. J. ALL PLANT MATERIALS SHALL BE NURSERY GROWN STOCK AND SHALL BE FREE OF ANY DEFORMITIES, DISEASES, OR INSECT DAMAGE. ANY MATERIALS WITH DAMAGED OR DISFIGURED/ CROOKED LEADERS, BARK ABRASIONS, SUNSCALD, INSECT DAMAGE, ETC., ARE NOT ACCEPTABLE AND WILL BE REJECTED. K. TREES NOT EXHIBITING A CENTRAL LEADER WILL BE REJECTED UNLESS CALLED OUT IN THE PLANT LIST AS MULTI -STEM. L. ALL PLANTING BEDS AND LAWN AREAS SHALL BE SEPARATED BY SHOVEL EDGING. NO EDGE SHALL BE INSTALLED ADJACENT TO SIDEWALKS OR CURBS. M. PLANTING BEDS SHALL RECEIVE 3" OF DARK, SHREDDED HARDWOOD MULCH THROUGHOUT. ORANGE AND/ OR RED MULCH IS NOT ACCEPTABLE. N. ALL AREAS ON PLANS NOT INDICATED TO RECEIVE SOD PLANTING, PAVEMENT, OR HARDSCAPE WHICH ARE DISTURBED BY CONSTRUCTION ACTIVITIES SHALL BE SEEDED WITH FESCUE, UNLESS OTHERWISE DIRECTED BY THE LANDSCAPE ARCHITECT. SEE SEEDING NOTES THIS SHEET. 0. PLANT MATERIALS SHOWN ON PLANS ARE A GRAPHIC REPRESENTATION ONLY. CONTRACTOR SHALL PERFORM ALL LANDSCAPE INSTALLATION ON THE SUBJECT PROPERTY, AND NOT ON ADJACENT PROPERTIES, UNLESS OTHERWISE DIRECTED BY THE OWNER OR THE OWNER'S REPRESENTATIVE. ROOTBALLS OF SHRUBS AND TREES SHALL BE PLANTED, IN THEIR ENTIRETY, WITHIN THE BOUNDARIES OF THE SUBJECT PROPERTY. P. CONTRACTOR SHALL PROVIDE A MINIMUM 2% SLOPE AWAY FROM ALL STRUCTURES, UNLESS OTHERWISE DIRECTED BY THE CIVIL ENGINEER. Q. QUANTITY TAKE -OFFS INDICATED ON THE PLANTING SCHEDULE ARE FOR CONVENIENCE ONLY. IN THE EVENT OF A DISCREPANCY BETWEEN THE PLANS AND THE SCHEDULE, THE GRAPHIC REPRESENTATION IN THE PLANS SHALL DICTATE. R. ALL LANDSCAPED AND LAWN AREAS ARE TO BE IRRIGATED. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR PROVIDING A TURNKEY DESIGN BUILD IRRIGATION SYSTEM AS PART OF THE BASE BID FOR THE PROJECT. THE CONTRACTOR SHALL PROVIDE AN IRRIGATION PLAN AND PRODUCT CUT SHEETS FOR REVIEW AND APPROVAL BY THE OWNER PRIOR TO BEGINNING WORK. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR INSTALLING IRRIGATION SLEEVING AS SHOWN ON THE LANDSCAPE PLAN PRIOR TO INSTALLATION OF PAVING MATERIALS. S. ALL MULCHED BEDS SHALL HAVE AN APPROVED GEO-TEXTILE WEED BARRIER INSTALLED PER THE PLANTING DETAILS. PRODUCT SPECIFICATION SHEETS SHALL BE SUBMITTED TO THE OWNER OR OWNERS REPRESENTATIVE PRIOR TO ORDERING MATERIAL. PREVAILING WIND 1 unu nnnn,nn"� ro mn�n DECIDUOUS TREE PLANTING NOT TO SCALE ADER JRSERY STAKE SIVE RUBBER TIES WO INCH TREE STAKES. AWAY FROM EDGE OF THE STAKE LOCATION SHALL NOT WITH PERMANENT BRANCHES. ALL BE PAINTED BLACK PRIOR ATION. 1ULCHING, LIGHTLY TAMP SOIL iE ROOT BALL IN 6" LIFTS TO E. DO NOT OVER -COMPACT. PLANTING HOLE HAS BEEN SOIL. TURN THE SOIL TO )MPACTION TO THE AREA AND WIN. F MULCH. TOP OF ROOT BALL SHALL NOT SHED GRADE. TING SOIL. RIFY SIDES OF PLANTING PIT OF ROOT BALL SHALL BE FLUSH WITH SHED GRADE. TOM OF ROOT BALL RESTS ON EXISTING OR RECOMPACTING SOIL. =T TREE AT ORIGINAL GRADE OR UP TO 118 =PTH OF ROOT BALL SHREDDED HARDWOOD MULCH OR APPROVED EQUAL DIL SAUCER: USE PREPARED TOPSOIL, 6" MIN. ARDWOOD STAKES (3) DPES AT TOP OF BALL SHALL BE CUT. REMOVE TOP 2 OF BURLAP. NON -BIODEGRADABLE MATERIAL BALL BE TOTALLY REMOVED ANTING SOIL MIX PER PLANTING SPECIFICATIONS NDISTURBED SOIL PEDESTAL ORNAMENTAL TREE PLANTING NOT TO SCALE ARBORTIE AT BARK GUY WIRES (3), WHITE FLAG ON EACH 2 STRANDS OF TWISTED GALVANIZED WIRE EACH TURNBUCKLE (3), GALVANIZED SET TREE AT ORIGINAL GRADE OR UP TO 1/8 DEPTH OF ROOT BALL 2" SHREDDED HARDWOOD MULCH SOIL SAUCER: USE PREPARED SOIL, 6" MIN. ROPES AT TOP OF BALL SHALL BE CUT. REMOVE TOP 1/2 OF BURLAP. NON -BIODEGRADABLE MATERIAL SHALL BE TOTALLY REMOVED PLANTING SOIL MIX PER PLANTING SPECIFICATIONS UNDISTURBED SOIL PEDESTAL EVERGREEN TREE PLANTING NOT TO SCALE SHRUB PLANTING NOT TO SCALE SET SHRUB AT ORIGINAL GRADE OR UP TO 118 DEPTH OF ROOT BALL 2" SHREDDED HARDWOOD MULCH OR APPROVED EQUAL MAKE (3) -1" CUTS IN SIDES OF THE ROOTBALL PLANTING SOIL MIX PER PLANTING SPEI UNDISTURBED SOIL PEDESTAL NOTE: SHRUBS INSTALLED IN CONTINUOUS SUCCESSION OR LARGE BED SHALL BE PLACED IN ONE CONTINUOUS DEPTH BED SET GROUNDCOVERS AND PERENNIALS IN STAGGERED ROWS AT SPECIFIED SPACING. MULCH ENTIRE BED WITH 2" SHREDDED HARDWOOD MULCH OR APPROVED EQUAL. MAKE (3) -1" CUTS IN SIDES OF THE ROOTBALL EXCAVATE ENTIRE BED AND PLACE PLANTING SOIL MIX PER PLANTING SPECIFICATIONS PLANTING SOIL MIX - SEE SPECS GROUNDCOVER PLANTING NOT TO SCALE NOTE: GROUNDCOVERS AND PERENNIALS TO BE INSTALLED WITH TRIANGULAR SPACING —r PLANT SPACING 'D' A' , D' D' 8" O.C. 10" Q.Q. 12" O.C. 18" O.C. 24" Q.C. 36" O.C. D 48" O.C. GROUNDCOVER SPACING NOT TO SCALE LOCALLY SOURCED, RIVER ROUNDED, UNFACETED, RIVER STONE/COBBLES 3" MAX. ANY DIMENSION CURB AND GUTTER N NOTE: 1. COLOR AND TEXTURE TO BE APPROVED BY OWNER PRIOR TO PURCHASE 2. ALTERNATE SETTING BED: PRIOR APPROVAL BY OWNER REQUIRED • SET STONES IN 2" CONCRETE SLAG. • DO NOT COVER MORE THAN 25%OF THE STONES RIVER STONE 1 "=1'-0" 6.93" O.C. 8.66" Q.Q. 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 m r U m N w Q —Izl O M N M N LZQ z< O Vo �z QO U N C) DO OU 00 C)co U a o z 00 O r, Z— O W 0 7 J O_ U1 � W w�03 Y Y J N 3 O �J N () 0 O O r BBIE D. ROACH LiC. No. 1870 II/I9/2mI Z (n (n !r O O N 0 O o m w O pco O LjN cn m Ln F__ \ Q In > > m d 0 Q o m 0 z z W Y Y W CD ¢ Q N w U Ul W O D O S U L0 0 0� Z w N W W z W W �� O 0 U W V J Q W m J Q SHEET NUMBER CP-501