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HomeMy WebLinkAboutARB202100110 Plan - Approved 2021-12-16y 0 0 ¢ C O C O T W E Y O T D O J O L 3 N D O L N 0 O 0 C 0 T E a c 0 0 0 v O NN O .L. J 0 3 C D d it no Y Y +� 3 �E 5 �y N C � o N N � u 0 p ¢ a :J o a E L � D � � v L v a m °v a V m n 0 N o n L N 3 U — � L � s 0 3 O 0 i D O n � C N > o a JI J n Y j a y E o T 0 0 J B a V NN L � D � o U � 3E � C = C no Y '^ � s :J y J o O J .21 N y c 0 �y n a C N O Y u n v D 3 �L 0 0 U C m E U 0r ARB2021-110 PLAN FOR 1215 SEMINOLE TRAIL RIO MAGISTERIAL DISTRICT ALBEMARLE, VA 22901 DATE: 12/10/2021 PROJECT CONTACT LIST VICINITY MAP SHEET INDEX APPLICANT/DEVELOPER RENAUD CONSULTING 8605 WESTWOOD CENTER DRIVE, SUITE 410 VIENNA, VA 22182 TEL: (571) 765-4436 CONTACT: MARK FONTAINE, CCIM EMAIL: MFONTAINE@RENAUDCONSULTING.NET OWNER CHARLOTTESVILLE REALTY CORPORATION PO BOX 6340 CHARLOTTESVILLE, VA 22906 CIVIL ENGINEER Kimley*Horn KIMLEY—HORN AND ASSOCIATES, INC. 1700 WILLOW LAWN DRIVE, SUITE 200 RICHMOND, VA 23230 TEL: (804) 673-3882 CONTACT: RYAN PERKINS, P.E. EMAIL: RYAN.PERKINS@KIMLEY—HORN.COM ARCHITECT CUHACI & PETERSON 930 WOODCOCK ROAD, SUITE 101 ORLANDO, FL 32803 TEL: (407) 661-9100 CONTACT: MARY ROSARIO EMAIL: MARY.ROSARIO@C—P.COM SURVEYOR JENNINGSTEPHENSON P.C. N LAND SURVEYORS W�E & PLANNERS s JENNING STEPHENSON, P.C. 10160 STAPLES MILL ROAD SUITE 103 GLEN ALLEN, VA 23060 TEL: (804) 545-6235 CONTACT: KENNETH R. BLAYLOCK JR. WAWA CONTACT INFORMATION Wawa WAWA, INC. 260 W. BALTIMORE PIKE WAWA, PA 19063 TEL: (267) 273-3575 CONTACT: JEB BELL EMAIL: JEB.BELL@WAWA.COM MISS UTILITY OF VIRGINIA CALL BEFORE YOU DIG 811 PLANNING/ZONING PLANNING COMMISSION 401 MCINTIRE ROAD CHARLOTTESVILLE, VA 22902 TEL: (804) 677-0463 CONTACT: COREY CLAYBORNE STORMWATER FACILITIES AND ENVIRONMENTAL SERVICES 401 MCINTIRE ROAD 4TH FLOOR CHARLOTTESVILLE, VA 22902 TEL: (434) 296-5816 PUBLIC UTILITIES PUBLIC WORKS 401 MCINTIRE ROAD 4TH FLOOR CHARLOTTESVILLE, VA 22902 TEL: (434) 296-5816 FIRE MARSHAL DEPARTMENT OF FIRE RESCUE 460 STAGECOACH ROAD CHARLOTTESVILLE, VA 22902 TEL: (434) 296-5833 CONTACT: SHAWN MADDOX ONLY THE COMPLETE AND APPROVED PAPER COPY OF THE PLAN SET INCLUDING ALL SUBSEQUENT REVISIONS WILL SERVE AS THE OFFICIAL CONSTRUCTION PLANS. THIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY KIMLEY—HORN AND ASSOCIATES, INC. SHALL BE WITHOUT LIABILITY TO KIMLEY—HORN AND ASSOCIATES, INC. PROJECT LOCATION VICINITY SCALE.- 1 " = MAP 500' SHEET NUMBER SHEETTITLE CA-100 COVER SHEET CA-101 GENERAL NOTES CA-102 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 II 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 1ST ISP SUBMITTAL TO ALBEMARLE COUNTY 09/14/2021 CBB 1ST VSMP SUBMITTAL TO ALBEMARLE COUNTY 09/14/2021 CBB 2ND ARB SUBMITTAL TO ALBEMARLE COUNTY 09/14/2021 CBB 1ST FSP SUBMITTAL TO ALBEMARLE COUNTY 11/19/2021 CBB 3RD ARB SUBMITTAL TO ALBEMARLE COUNTY 11/19/2021 CBB 2ND FSP SUBMITTAL TO ALBEMARLE COUNTY 11/19/2021 CBB 2ND VSMP SUBMITTAL TO ALBEMARLE COUNTY 12/10/2021 STM 4TH ARB SUBMITTAL TO ALBEMARLE COUNTY TOTAL NUMBER OF SHEETS: 28 WAWA INFORMATION BUILDING AREA: 6,049 SF BUILDING TYPE: W50 FB I VA CANOPY CONFIGURATION TRIPLE STACKED CANOPY TYPE: FLAT # OF MPD'S: 9 TYPE OF MPD'S: (9) 4+1 S.F. OF ASPHALT: 74,923 S.F. S.F. OF LAWN AREA: 20,380 S.F. S.F. OF MULCH AREA: 9,930 S.F. PROJECT DATA SITE STATISTICS PARCEL ID: 061WO-02-OA-00100 SITE ADDRESS: 1215 SEMINOLE TRA I L, CHARLOTTESVILLE, VA 22901 ZONED: C-1, COMMERCIAL MAGISTERIAL DISTRICT: RIO APPLICABLE OVERLAY DISTRICTS: ENTRANCE CORRIDOR AIRPORT IMPACTAREA STEEP SLOPES - MANAGED SPECIAL USE PERMIT: SP1991-00069 EXISTING USE: SERVICE REPAIR GARAGE PROPOSED USE: CONVENIENCE FOOD STORE WITH SERVICE STATION BUILDING SIZE: 6,049 SF BUILDING HEIGHT: 33 FT± TOTAL SITE AREA: 2.26 AC. TOTAL DISTURBED AREA: 2.62 AC. TOTAL IMPERVIOUS COVER: 1.74AC. ±(77%) OPEN SPACE: 0.52 AC. ± (23%) STEEP SLOPES: DISTURBED FLOOD ZONE: THIS PROPERTY APPEARS TO LIE I N FLOOD ZONE "X" AS SHOWN ON THE FLOOD INSURANCE RATE MAP, MAP COMMUNITY- PANEL NUMBER 51003CO278D EFFECTIVE DATE: FEBRUARY4, 2005 WATER: ACSA - MECHUNK CREEK-RIVAN NA RIVER WATER SUPPLY WATERSHED SEWER: ACSA SOURCE OF TOPOGRAPHY: TOPOGRAPHIC SURVEY WAS PERFORMED BYJENNING STEPHENSON, P.C. ON NOVEMBER 13, 2020 DATUM: HORIZONTAL CONTROL BASED UPON VIRGINIASTATE PLANE COORDINATE SYSTEM, SOUTH ZONE, NAD 1983 THE VERTICAL DATUM SHOWN HEREON IS BASED ON NAVD 1988 LATITUDE: 38°04'11"N LONGITUDE: 78°29'03"W RECEIVING WATER(S): RIVAN NA RIVER - MEADOW CREEK VAHU6CODE: JR14 BUILDING SETBACKS FRONT (SEMINOLE TRAIL): 10' MIN., NO MAX. FRONT (GREENBRIER DRIVE): 10' MIN., NO MAX. SIDE: NONE BACK: NONE PARKING SCHEDULE PARKING REQUIRED: 1SPACE PER 100SQUARE FEET OF RETAILSALES AREA FOR THE FIRST 5,000 SF (RETAIL SALES AREA IS 80% OF GFA) PARKING CALCULATION: (6,049 SF x 0.80)/100 SF = 48 SPACES WAWA PARKING PROVIDED: 48SPACES HANDICAP SPACES PROVIDED: 2SPACES REAR PARKING LOTTO BENEFIT 061WO-02-00-002BO 20 SPACES 061WO-02-00-002BO EXISTING PARKING 56SPACES 061WO-02-00-002BOMAX. PARKING 78SPACES 061WO-02-00-002BO PROPOSED PARKING 56SPACES +20SPACES =76SPACES TRAFFIC DATA AM PEAK HOUR TRIP (ENTER/EXIT) 252/251 PM PEAK HOUR TRIP (ENTER/EXIT) 210/209 VEHICLE TRIPS PER WEEKDAY 5,068 Approved 12/16/21 MMM APPROVALS DATE DEPARTMENT OF COMMUNITY DEVELOPMENT PLANNER/ZONING ENGINEER INSPECTIONS ARB DEPARTMENT OF FIRE RESCUE ALBEMARLE COUNTY SERVICE AUTHORITY VIRGINIA DEPARMENT OF TRANSPORTATION HEALTH DEPARTMENT W 0 0 N iM M N L, ZQ z, 0 Vo �-z Qo O N 0 OU Cc �E co U ¢ o z ooco ZN Z— O } WJ 07 m O_ U1 � W 0 Y W� Y J N 3 O �J N o0O 0 "7 J� RYA PERKINS LIC. No. 046565 I2/lo/2-MI ~ N 0 O 0 cn � Ld 0 O Lnn 0 00 cn m m a L ¢ O Q } ¢ Z w Z Y ¢ N ¢ w (U/l O O U w W 2 U) 0. W O 0 0 0� Z Q Lu L.L N m w Z w w O O U n/ LL r� V w J o' Q w m J Q SHEET NUMBER CA-100 c N N O O 0 a 0 c O m > E O T a 0 D 0 r 3 n 0 N 0 0 0 0 a 0 c 0 m > E Y 0 0 v 0 0 O 0 N $ 3 D D ri 0 it c 0 0 z 3 J Q ✓ Y O � s Z 3 1 D c H E Q 0 D M r I 0 c m O N 0 c 0 0 c n Q :) 0 a 0 a , n E c � N c T 0 `O u c N 0 , 0 To V 0 " o 0 a � 0 a 0 5 3 0 O S 0 0 s c 3 0 `O 1 - 'o 0 n .0 h C - O > N j O 1 n J n Y w Y u a E 0 30 y `O n = c0 V 0 N - Z) L 0 0 n 0 E N 0 0 :D c 0 n E 0 c z c J 0 a N Y 0 z E 7 m 0 Z) r v i 0 Q c w 3 8 a 0 ", o C m J 0, 0 0 m � .. 0 0 n n 0 0 0 c 0 � 0 �') 0 5 c W y � , m « 0 s 0 0 0 J 0 .% 2 0 E m 0 p o o i CONSTRUCTION STANDARDS 1. ALL CONSTRUCTION METHODS AND MATERIALS SHALL CONFORM WITH THESE DRAWINGS, PROJECT SPECIFICATIONS, WITH ALL CURRENT APPLICABLE CODES, AND, UNLESS OTHERWISE SPECIFIED, WITH THE LATEST REVISIONS OF THE FOLLOWING REFERENCE DOCUMENTS: A. ALBEMARLE COUNTY CONSTRUCTION STANDARDS AND SPECIFICATIONS B. ACSA GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS C. VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT) ROAD & BRIDGE SPECIFICATIONS D. VDOT ROAD AND BRIDGE STANDARDS E. MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) F. VIRGINIA WORK AREA PROTECTION MANUAL. G. VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK (VESCH) H. VIRGINIA DEPARTMENT OF HEALTH (VDH) SPECIFICATIONS CONSTRUCTION NOTES 1. ALL CONSTRUCTION SHALL CONFORM WITH APPLICABLE STATE (INCLUDING VDOT) AND LOCAL CONSTRUCTION STANDARDS AS IDENTIFIED IN THESE PLANS. THE CONTRACTOR SHALL OBTAIN ALL APPLICABLE PERMITS AND LICENSES AND MAINTAIN COPIES OF THEM ON -SITE AT ALL TIMES DURING CONSTRUCTION. THE CONTRACTOR SHALL MAINTAIN A SET OF CONSTRUCTION DOCUMENTS, SPECIFICATIONS, AND A STORMWATER POLLUTION PREVENTION PLAN (SWPPP) ON -SITE AT ALL TIMES DURING CONSTRUCTION. 2. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THE PROJECT WORK SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIVE TO THE SPECIFICATIONS OR THE RELATIVE CODES, IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD IN WRITING PRIOR TO THE START OF CONSTRUCTION. FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUTE ACCEPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF WORK AS DEFINED BY THE DRAWINGS AND IN FULL COMPLIANCE WITH LOCAL REGULATIONS AND CODES. 3. ALL DIMENSIONS ARE TO FACE OF CURB UNLESS OTHERWISE NOTED. 4. ALL PAINT STRIPING, PAVEMENT MARKINGS, AND SIGNAGE SHALL CONFORM TO THE "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES," MOST CURRENT REVISION OR AS OTHERWISE SPECIFIED. ALL REFERENCED SIGN STANDARDS ARE TAKEN FROM THE "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES". ALL NEW SIGNS SHALL BE MOUNTED ON GALVANIZED POSTS AND IN ACCORDANCE WITH STATE AND LOCAL REGULATIONS. 5. THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING UTILITIES ASSOCIATED WITH THE PROJECT WORK SCOPE DURING CONSTRUCTION. AT LEAST 48 HOURS PRIOR TO ANY DEMOLITION, GRADING, OR CONSTRUCTION ACTIVITY THE CONTRACTOR SHALL NOTIFY "MISS UTILITY" OF VIRGINIA ® 811 FOR PROPER IDENTIFICATION OF EXISTING UTILITIES WITHIN THE PROJECT SITE. 6. ANY DAMAGE OCCURRING TO THE EXISTING SITE INFRASTRUCTURE ON THIS OR THE ADJACENT SITE DURING THE CONSTRUCTION OPERATIONS AND/OR MOBILIZATION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. ALL EXISTING DAMAGED ITEMS INCLUDING CONCRETE AND/OR PAVEMENT SECTIONS SHALL BE RESTORED TO THEIR ORIGINAL CONDITIONS PRIOR TO PROJECT COMPLETION AT THE EXPENSE OF THE CONTRACTOR. 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPLACING WITH MATCHING MATERIALS ANY PAVEMENT, DRIVEWAYS, WALKS, CURBS, ETC. THAT MUST BE CUT OR THAT ARE DAMAGED DURING CONSTRUCTION INSIDE AND OUTSIDE OF THE LIMITS OF CONSTRUCTION. 8. ANY AND ALL UTILITIES AND/OR OBSTRUCTIONS (POWER POLES, TELEPHONE PEDESTALS, GUY WIRES, WATER METERS, ETC.) THAT ARE REQUIRED TO BE RELOCATED OR ADJUSTED DUE TO CONSTRUCTION SHALL BE DONE SO AT THE OWNERS/DEVELOPERS EXPENSE. 9. SLOPES WITHIN THE LIMITS OF THE HANDICAPPED PARKING AREAS SHALL NOT EXCEED 1.5% IN ANY DIRECTION. CROSSWALKS AND SIDEWALKS SHALL HAVE A MAXIMUM CROSS SLOPE OF 1.5% AND A MAXIMUM LONGITUDINAL SLOPE OF 5% IN DIRECTION OF TRAVEL. SLOPES IN HANDICAP RAMPS SHALL BE BUILT IN CONFORMANCE WITH ILATEST ADA CRITERIA AND LOCAL DESIGN STANDARDS. 10. THE CONTRACTOR IS RESPONSIBLE TO REMOVE ALL THE REMOVED/DEMOLISHED MATERIAL FROM THE PROJECT SITE AND DISPOSE OF SAME IN A LEGAL MANNER. 11. TYING TO EXISTING PAVEMENT: EXISTING PAVEMENT SHALL BE NEATLY SAW CUT TO A STRAIGHT LINE AND ALL PAVING ON THE NEW PAVEMENT SIDE OF THE CUT SHALL BE COMPLETELY REMOVED AND REPLACED WITH SPECIFIED MATERIALS. THE CUT LINE SHALL BE FULL -DEPTH AND COATED WITH A TACK COAT TO FURNISH A BOND BETWEEN THE EXISTING SURFACE COURSE AND THE NEW SURFACE COURSE. VDOT GENERAL NOTES 1. ALL MATERIALS AND CONSTRUCTION WITHIN THE PUBLIC RIGHT OF WAY SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION'S ROAD AND BRIDGE SPECIFICATIONS, ROAD AND BRIDGE STANDARDS AND VIRGINIA WORK AREA PROTECTION MANUAL. 2. LAND USE PERMITS (LUP) SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION PRIOR TO BEGINNING ANY CONSTRUCTION WITHIN THE EXISTING STATE MAINTAINED RIGHT-OF-WAY (INCLUDING ACCESS). 3. VDOT REQUIRES NOTIFICATION 48 HOURS PRIOR TO COMMENCING WITH INITIAL CONSTRUCTION ACTIVITIES. PLEASE CONTACT THE APPROPRIATE PERMIT OFFICE IN WHICH YOUR PROPOSED ACTIVITIES ARE TO OCCUR. 4. APPROVAL OF A DETAILED CONSTRUCTION SEQUENCING AND MAINTENANCE OF TRAFFIC PLAN FOR THE WORK ZONE IS A PREREQUISITE FOR ISSUANCE OF A LAND USE PERMIT. THE PLAN SHALL ACCOMMODATE ACCESS TO AND CONSTRUCTION WITHIN VDOT MAINTAINED RIGHT-OF-WAY. 5. WORK ZONES - THE DEPARTMENT SHALL BE NOTIFIED 48 HOURS IN ADVANCE OF ANY ANTICIPATED LANE/SHOULDER CLOSURES ON ROADWAYS CLASSIFIED AS COLLECTOR ROADS OR HIGHER. YOU DO NOT NEED TO CALL TO ACTIVATE YOUR WORK ZONE UNTIL YOU PLACE THE FIRST CONE OR SIGN IN YOUR WORK ZONE. REQUESTS FOR THE IMPLEMENTATION OF TEMPORARY LANE AND SHOULDER CLOSURES MUST BE ENTERED INTO THE VDOT LANE CLOSURE ADVISORY MANAGEMENT SYSTEM (LCAMS) AND VATRAFFIC A MINIMUM OF ONE WEEK PRIOR TO THE PLANNED EXECUTION OF LANE OR SHOULDER CLOSURE ACTIVITIES ON STATE MAINTAINED ROADWAYS. THE PERMITTEE OR THEIR CONTRACTOR MAY ENTER THEIR REQUESTS DIRECTLY OR PROVIDE WRITTEN REQUESTS TO THE CENTRAL REGION TRAFFIC OPERATIONS CENTER (TOC), 804-796-4520, APRIL DABNEY, LANE CLOSURE COORDINATOR, OR MAILTO: APRIL.DABNEY®VDOT.VIRGINIA.GOV WITH 'LANE CLOSURE REQUEST" IN THE SUBJECT LINE. 6. PERMITTEE MUST NOTIFY VIRGINIA DEPARTMENT OF TRANSPORTATION TOC WHEN THERE IS A CRASH IN A WORK ZONE AT 804-796-4520. 7. PRIOR TO ANY CONSTRUCTION, THE CONTRACTOR SHALL CONSULT THE DEVELOPER'S ENGINEERING CONSULTANT AND VERIFY THE APPROVAL OF THE PLANS BY ALL APPLICABLE FEDERAL STATE AND LOCAL AGENCIES. 8. CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND UTILITIES SHOWN ON PLANS IN AREAS OF CONSTRUCTION PRIOR TO STARTING WORK. CONTACT THE DEVELOPER'S ENGINEERING CONSULTANT IMMEDIATELY IF LOCATION OR ELEVATION IS DIFFERENT FROM THAT SHOWN ON PLAN. IF THERE APPEARS TO BE A CONFLICT, OR UPON DISCOVERY OF ANY UTILITY NOT SHOWN ON THIS PLAN, CALL 'MISS UTILITY" AT 811. THE DEVELOPER SHALL BE RESPONSIBLE FOR THE RELOCATION OF ANY UTILITY WITHIN EXISTING AND PROPOSED RIGHT OF WAY REQUIRED BY THE DEVELOPMENT. 9. THE PERMITTEE OR THEIR AGENT MUST CONTACT THE VDOT CUSTOMER SERVICE CENTER AT 1-800-367-7623 A MINIMUM OF 48 HOURS PRIOR TO INITIATING ANY PLANNED EXCAVATION WITHIN 1,000 FEET OF A SIGNALIZED INTERSECTION AND/OR NEAR VDOT ITS INFRASTRUCTURE. EXCAVATION MAY PROCEED ONLY AFTER THE VDOT REGIONAL UTILITY LOCATION AGENT HAS NOTIFIED THE PERMITTEE THAT THE UTILITY MARKING HAS BEEN COMPLETED. ADDITIONAL INFORMATION CAN BE FOUND AT: 10. THE CONTRACTOR SHALL VERIFY THE ELEVATIONS OF ALL POINTS OF CONNECTION OR PROPOSED WORK TO EXISTING CURBS SANITARY LINES WATER LINES ETC., PRIOR TO CONSTRUCTION. 11. DESIGN CHANGES, SPECIFIED MATERIALS CHANGES AND FIELD CHANGES FROM THE APPROVED PLANS SHALL BE RE -SUBMITTED TO VDOT FOR APPROVAL PRIOR TO PROCEEDING WITH THE WORK. A LETTER OF EXPLANATION SHALL ACCOMPANY THE PROPOSED REVISION ALONG WITH DRAINAGE CALCULATIONS WHEN APPROPRIATE. 12. VDOT APPROVAL OF CONSTRUCTION PLANS DOES NOT PRECLUDE THE RIGHT TO REQUIRE ADDITIONAL FACILITIES AS DEEMED NECESSARY FOR ACCEPTANCE OF THE ROADS INTO THE VDOT SECONDARY ROAD SYSTEM BASED ON FIELD CONDITIONS OR UNAPPROVED PLAN CHANGES. 12. TYING TO EXISTING CURB/GUTTER: THE EXISTING PAVEMENT SHALL BE NEATLY SAW CUT AND REMOVED FOR A DISTANCE OF 2'0" FROM FACE OF THE CURB AND 2'0" FROM THE EDGE OF CURB AND GUTTER AND THE SUBGRADE, BASE COURSE, AND PAVING REPLACED WITH NEW PRODUCTS. 13. THESE PLANS ARE BASED ON INFORMATION PROVIDED TO KIMLEY-HORN & ASSOCIATES, INC. AT THE TIME OF PLAN PREPARATION. CONTRACTOR SHALL FIELD VERIFY EXISTING CONDITIONS PRIOR TO CONSTRUCTION AND NOTIFY KIMLEY-HORN & ASSOCIATES, INC. IF ACTUAL SITE CONDITIONS DIFFER FROM THOSE SHOWN ON THE PLAN, OR IF THE PROPOSED WORK WOULD BE INHIBITED BY ANY OTHER SITE FEATURES. 14. ANY DISCREPANCIES ON THE DRAWINGS SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE ARCHITECT AND ENGINEER BEFORE COMMENCING WORK. NO FIELD CHANGES OR DEVIATIONS FROM DESIGN ARE TO BE MADE WITHOUT PRIOR APPROVAL OF THE OWNER AND NOTIFICATION TO THE ENGINEER. NO CONSIDERATION WILL BE GIVEN TO CHANGE ORDERS FOR WHICH THE OWNER AND ENGINEER WERE NOT CONTACTED PRIOR TO CONSTRUCTION OF THE AFFECTED ITEM. 15. ALL DIMENSIONS SHOWN ON THE PLANS SHALL BE FIELD VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. CONTRACTOR SHALL NOTIFY ENGINEER AND OWNER IN WRITING IF ANY DISCREPANCIES EXIST PRIOR TO PROCEEDING WITH CONSTRUCTION. NO EXTRA COMPENSATION SHALL BE PAID TO THE CONTRACTOR FOR WORK HAVING TO BE REDONE DUE TO DIMENSIONS OR GRADES SHOWN INCORRECTLY ON THESE PLANS IF SUCH NOTIFICATION HAS NOT BEEN GIVEN. 16. CONTRACTOR SHALL REFER TO THE ARCHITECTURAL/BUILDING PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF ENTRY/EXIT POINTS, ELEVATIONS, PRECISE BUILDING DIMENSIONS, EXACT BUILDING UTILITY LOCATIONS. 17. IF THE CONTRACTOR DEVIATES FROM THE PLANS AND SPECIFICATIONS, INCLUDING THE NOTES CONTAINED THEREON, WITHOUT FIRST OBTAINING WRITTEN AUTHORIZATION FOR SUCH DEVIATIONS FROM THE OWNER AND ENGINEER, IT SHALL BE RESPONSIBLE FOR THE PAYMENT OF ALL COSTS TO CORRECT ANY WORK DONE, ALL FINES OR PENALTIES ASSESSED WITH RESPECT THERETO AND ALL COMPENSATORY OR PUNITIVE DAMAGES RESULTING THEREFROM. THE CONTRACTOR SHALL INDEMNIFY AND HOLD THE OWNER AND ENGINEER HARMLESS FROM ALL SUCH COSTS TO CORRECT ANY SUCH WORK AND FROM ALL SUCH FINES AND PENALTIES, COMPENSATION AND PUNITIVE DAMAGES AND COSTS OF ANY NATURE RESULTING THEREFROM. 18. BRACING OF UTILITY POLES MAY BE REQUIRED BY UTILITY COMPANIES WHEN TRENCHING OR EXCAVATION IS IN CLOSE PROXIMITY TO THE POLES. THE COST OF BRACING POLES WILL BE BORNE BY THE CONTRACTOR. THERE IS NO SEPARATE PAY ITEM FOR THIS WORK. THE COST IS INCIDENTAL TO THE VARIOUS PAY ITEMS FOR INSTALLATION OF PIPE. 19. ALL EXISTING TRAFFIC AND STREET SIGNS DISTURBED SHALL BE REINSTALLED WHERE APPLICABLE BY THE CONTRACTOR. 20. UNLESS THE PLANS SPECIFICALLY DICTATE TO THE CONTRARY, ON -SITE AND OTHER DIRECTIONAL SIGNS SHALL BE LOCATED OUT OF THE PEDESTRIAN AND AUTOMOBILE ROUTES AND SHALL BE LOCATED BETWEEN THREE TO FIVE FEET BEHIND THE NEAREST BACK OF CURB. SIGN HEIGHT, LOCATION, AND STRUCTURE SHALL BE SUCH THAT THE SIGNS POSE NO THREAT TO PUBLIC SAFETY. DEMOLITION / LAND DISTURBANCE NOTES 1. PRIOR TO STARTING ANY DEMOLITION CONTRACTOR IS RESPONSIBLE FOR/TO: A. ENSURING THAT COPIES OF ALL APPLICABLE PERMITS AND APPROVALS ARE MAINTAINED ON SITE AND AVAILABLE FOR REVIEW. B. INSTALLING THE REQUIRED SOIL EROSION AND SEDIMENT CONTROL AND/OR TREE PROTECTION MEASURES PRIOR TO SITE DISTURBANCE. C. LOCATING (VERTICALLY AND HORIZONTALLY) ALL UTILITIES AND SERVICES, INCLUDING, BUT NOT LIMITED TO GAS, WATER, ELECTRIC, SANITARY AND STORM SEWER, TELEPHONE, CABLE, FIBER OPTIC CABLE, ETC. WITHIN THE LIMITS OF DISTURBANCE. THE CONTRACTOR SHALL USE AND COMPLY WITH THE REQUIREMENTS OF THE APPLICABLE UTILITY NOTIFICATION SYSTEM TO LOCATE ALL THE UNDERGROUND UTILITIES. D. FAMILIARIZING THEMSELVES WITH THE APPLICABLE UTILITY SERVICE PROVIDER AND IS RESPONSIBLE FOR ALL COORDINATION REGARDING UTILITY DEMOLITION REQUIRED FOR THE PROJECT. THE CONTRACTOR SHALL PROVIDE THE OWNER WRITTEN NOTIFICATION THAT THE EXISTING UTILITIES AND SERVICES HAVE BEEN TERMINATED AND ABANDONED IN ACCORDANCE WITH JURISDICTION AND UTILITY COMPANY REQUIREMENTS. E. COORDINATION WITH UTILITY COMPANIES & ADJACENT LANDOWNERS/BUSINESSES REGARDING WORKING "OFF-PEAK" HOURS OR ON WEEKENDS AS MAY BE REOUIRED TO MINIMIZE THE IMPACT ON THE AFFECTED PARTIES. 2. NEITHER KIMLEY-HORN & ASSOCIATES, INC. NOR THE OWNER IS RESPONSIBLE FOR JOB SITE SAFETY OR SUPERVISION. CONTRACTOR IS TO PROCEED WITH THE DEMOLITION IN A SYSTEMATIC AND SAFE MANNER, FOLLLOWING ALL OSHA REQUIREMENTS, TO ENSURE PUBLIC AND CONTRACTOR SAFETY. 13. VDOT APPROVAL OF THESE PLANS WILL EXPIRE FIVE (5) YEARS FROM THE DATE OF APPROVAL FOR SITE PLANS AND SUBDIVISION PLANS IF CONSTRUCTION HAS NOT STARTED. 14. PRELIMINARY DESIGN OF THE PAVEMENT STRUCTURE FOR ALL SUBDIVISION STREETS SHALL BE IN ACCORDANCE WITH THE CURRENT EDITION OF THE PAVEMENT DESIGN GUIDE FOR SUBDIVISION AND SECONDARY ROADS IN VIRGINIA. THE COMPLETED DESIGN WORKSHEET APPENDIX IV SHALL BE INCLUDED WITH THE INITIAL PLAN SUBMITTAL FOR EACH PROPOSED PAVEMENT SECTION UTILIZING THE PREDICTED SOIL SUPPORT VALUE SHOWN IN APPENDIX I OF THE PAVEMENT DESIGN GUIDE OR AS REPORTED IN A GEOTECHNICAL ANALYSIS OF THE ON -SITE SOILS. 15. A COPY OF THE COMPLETE CBR REPORT SHALL BE SUBMITTED TO VDOT IN CONJUNCTION WITH FINAL PAVEMENT DESIGNS. ALL PAVEMENT DESIGN RECOMMENDATIONS SHALL BE PERFORMED IN ACCORDANCE WITH THE CURRENT EDITION OF PAVEMENT DESIGN GUIDE FOR SUBDIVISION AND SECONDARY ROADS IN VIRGINIA. 16. ALL VEGETATION AND ORGANIC MATERIAL SHALL BE REMOVED FROM THE RIGHT OF WAY LIMITS PRIOR TO CONDITIONING OF THE SUBGRADE. 17. UPON DISCOVERY OF SOILS THAT ARE UNSUITABLE FOR FOUNDATIONS, SUBGRADES, OR OTHER ROADWAY CONSTRUCTION PURPOSES, THE DEVELOPER OR HIS DESIGNEE, WHICH MAY BE THE CONTRACTOR, SHALL IMMEDIATELY ENGAGE A GEOTECHNICAL ENGINEER AND NOTIFY VDOT. THESE AREAS SHALL BE EXCAVATED BELOW PLAN GRADE AS DIRECTED BY THE GEOTECHNICAL ENGINEER, BACKFILLED WITH SUITABLE MATERIAL AND COMPACTED IN ACCORDANCE WITH CURRENT VDOT SPECIFICATIONS. 18. THE NECESSITY AND LOCATIONS FOR ADDITIONAL VDOT STANDARD UNDERDRAINS SHALL BE DETERMINED AT TIME OF SUBGRADE INSPECTION. VIDEO INSPECTION OF ACCESSIBLE OUTLET LOCATIONS, MAINLINE LONGITUDINAL CONNECTIONS, AND LONGITUDINAL PIPE FOR ALL PAVEMENT UNDERDRAINS, CROSS DRAINS, EDGEDRAINS AND PREFABRICATED GEOCOMPOSITE PANEL DRAINS SHALL BE CONDUCTED IN ACCORDANCE WITH SECTION 501 OF THE ROAD AND BRIDGE SPECIFICATIONS AND VIRGINIA TEST METHOD 108 - POST INSTALLATION INSPECTION OF UNDERDRAINS, CROSSDRAINS, AND EDGEDRAINS. 19. VDOT SHALL HAVE PERFORMED THE REQUIRED FIELD INSPECTION (PROOF ROLL) PRIOR TO PLACEMENT OF THE AGGREGATE BASE COURSE(S). CONTACT VDOT FOR SUBGRADE INSPECTION 48 HOURS PRIOR TO SCHEDULING PLACEMENT OF AGGREGATE BASE COURSE(S). 20. THE SCHEDULING OF AGGREGATE BASE INSTALLATION AND SUBSEQUENT PAVING ACTIVITIES SHALL ACCOMMODATE FORECASTED WEATHER CONDITIONS PER SECTION 315 OF THE ROAD AND BRIDGE SPECIFICATIONS. 21. VDOT SHALL HAVE APPROVED THE AGGREGATE BASE COURSE(S) FOR DEPTH, TEMPLATE AND PERFORMED THE REQUIRED FIELD INSPECTION PROOF ROLL PRIOR TO PLACEMENT OF ANY ASPHALT CONCRETE SURFACE COURSE(S). CONTACT VDOT FOR INSPECTION OF THE AGGREGATE BASE COURSE(S) 48 HOURS PRIOR TO APPLICATION OF THE SURFACE COURSE(S). 22. A LICENSED GEOTECHNICAL ENGINEER OR HIS DESIGNEE SHALL ASCERTAIN CAUSE AND CERTIFY RECOMMENDED METHOD OF REPAIR FOR ALL PAVEMENT STRUCTURAL FAILURES PRIOR TO STATE ACCEPTANCE. 23. VDOT SHALL BE PROVIDED DOCUMENTATION BY A LICENSED GEOTECHNICAL ENGINEER, CERTIFYING THAT ALL IN -PLACE PAVEMENTS MEET OR EXCEED THE APPROVED PAVEMENT DESIGN THICKNESS PRIOR TO STATE ACCEPTANCE OF THE STREET. CORES ARE TO BE OBTAINED VERIFYING PAVEMENT THICKNESS UNLESS OTHERWISE DIRECTED BY VDOT. THE PERMIT'S INSPECTOR SHALL BE CONTACTED 24 HOURS PRIOR TO THE CORE SAMPLES BEING TAKEN. 24. ALL STORM SEWER DESIGN AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH LATEST VDOT DRAINAGE MANUAL, ROAD AND BRIDGE STANDARDS, AND IIMS. 25. ALL PRE -CAST UNITS SHALL BE VDOT APPROVED. CERTIFICATION AND VDOT STAMP IS REQUIRED ON ALL UNITS. 26. ALL CONCRETE SHALL BE CLASS A3-AE (AIR ENTRAINED 3,000 PSI) UNLESS OTHERWISE SPECIFIED. 27. ALL ROADSIDE DITCHES SHOWN AS PAVED ON PLANS ARE TO BE PAVED IN ACCORDANCE WITH THE STANDARD TYPICAL SECTION AS SHOWN ON THE PLANS. ANY ADDITIONAL PAVING OF THE DITCHES, 3. THE CONTRACTOR SHALL PROVIDE ALL THE "MEANS AND METHODS" NECESSARY TO PREVENT MOVEMENT, SETTLEMENT, OR COLLAPSE OF EXISTING STRUCTURES, AND ANY OTHER IMPROVEMENTS THAT ARE REMAINING ON OR OFF SITE. THE DEMOLITION CONTRACTOR IS RESPONSIBLE FOR ALL REPAIRS OF DAMAGE TO ALL ITEMS THAT ARE TO REMAIN AS A RESULT OF HIS ACTIVITIES. 4. IN THE ABSENCE OF SPECIFICATIONS, THE CONTRACTOR SHALL PERFORM EARTH MOVEMENT ACTIVITIES, DEMOLITION AND REMOVAL OF ALL FOUNDATION WALLS, FOOTINGS, AND OTHER MATERIALS WITHIN THE LIMITS OF DISTURBANCE WITH DIRECTION BY OWNER'S STRUCTURAL OR GEOTECHNICAL ENGINEER. 5. CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL AND GENERALLY ACCEPTED SAFE PRACTICES IN CONFORMANCE WITH: THE "MANUAL ON UNIFORM TRAFFIC CONTROL," AS WELL AS FEDERAL, STATE, AND LOCAL REGULATIONS WHEN DEMOLITION RELATED ACTIVITIES IMPACT ROADWAYS OR ROADWAY RIGHTS - OF - WAY. 6. CONDUCT DEMOLITION ACTIVITIES IN SUCH A MANNER TO ENSURE MINIMUM INTERFERENCE WITH ROADS, STREETS, SIDEWALKS, WALKWAYS, AND OTHER ADJACENT FACILITIES. STREET CLOSURE PERMITS MUST BE RECEIVED FROM THE APPROPRIATE GOVERNMENTAL AUTHORITY. 7. USE DUST CONTROL MEASURES TO LIMIT AIRBORNE DUST AND DIRT RISING AND SCATTERING IN THE AIR IN ACCORDANCE WITH FEDERAL, STATE, AND/OR LOCAL STANDARDS. AFTER THE DEMOLITION IS COMPLETE, ADJACENT STRUCTURES AND IMPROVEMENTS SHALL BE CLEANED OF ALL DUST AND DEBRIS CAUSED BY THE DEMOLITION OPERATIONS. THE CONTRACTOR IS RESPONSIBLE FOR RETURNING ALL ADJACENT AREAS TO THEIR "PRE -DEMOLITION" CONDITION. 8. CONTRACTOR IS RESPONSIBLE TO SAFEGUARD SITE AS NECESSARY TO PERFORM THE DEMOLITION IN SUCH A MANNER AS TO PREVENT THE ENTRY OF UNAUTHORIZED PERSONS AT ANY TIME. 9. THIS DEMOLITION PLAN IS INTENDED TO IDENTIFY THOSE EXISTING ITEMS/CONDITIONS WHICH ARE TO BE REMOVED. IT IS NOT INTENDED TO PROVIDE DIRECTION OTHER THAN THAT ALL METHODS AND MEANS ARE TO BE IN ACCORDANCE WITH STATE, FEDERAL, LOCAL, AND JURISDICTIONAL REQUIREMENTS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL OSHA AND OTHER SAFETY PRECAUTIONS NECESSARY TO PROVIDE A SAFE WORK SITE. 10. DEBRIS SHALL NOT BE BURIED ON THE SUBJECT SITE. ALL DEMOLITION WASTES AND DEBRIS (SOLID WASTE) SHALL BE DISPOSED OF IN ACCORDANCE WITH ALL LOCAL STATE AND FEDERAL LAWS AND APPLICABLE CODES. DRAINAGE / STORMWATER NOTES 1. ALL STORM SEWER PIPES, MANHOLES, AND CURB INLETS SHALL BE CLEANED OF DEBRIS AND ERODED MATERIALS AT THE LAST STAGES OF CONSTRUCTION. 2. STORM DRAIN PIPE AND FLARED END SECTIONS ARE TO BE FURNISHED AND INSTALLED IN ACCORDANCE WITH SECTION 302 OF VDOT ROAD AND BRIDGE SPECIFICATIONS AND SHALL CONFORM TO THE REQUIREMENTS OF ASTM DESIGNATION C-76 FOR REINFORCED CONCRETE CULVERT AND STORM DRAIN PIPE. ALL PIPE FOR STORM DRAINS SHALL BE REINFORCED CONCRETE CLASS III UNLESS INDICATED OTHERWISE ON THE PLANS. THE CONTRACTOR SHALL USE A PREFORMED FLEXIBLE PLASTIC SEALING COMPOUND OF BUTYL MASTIC ROPE SEALER - 1" SIZE, "EZ STICK" AS MANUFACTURED BY CONCRETE PRODUCTS SUPPLY OR AN APPROVED EQUAL FOR SEALING WATER -TIGHT JOINTS. VERTICAL CLEARANCE OF 12" BETWEEN STORM AND OTHER UTILITIES IS REQUIRED UNLESS OTHERWISE NOTED. 3. ALL EXISTING STORM SEWER PIPES, DROP INLETS, AND CURB INLETS BEING UTILIZED BY A PART OF THE DRAINAGE SYSTEM SHALL BE CLEANED OF ERODED MATERIAL AT ALL STAGES OF CONSTRUCTION, AS DIRECTED BY THE ENGINEER. THE COST INCIDENTAL TO THIS IS TO BE INCLUDED IN THE CONTRACT PRICE FOR THE OTHER DRAINAGE ITEMS. 4. STORM SEWER PIPES AS SHOWN ON THE PLANS ARE MEASURED FROM THE CENTERLINE OF EACH STRUCTURE AND INVERT ELEVATIONS ARE ESTABLISHED BASED ON THIS CENTER LINE DISTANCE. LENGTH CALL OUTS FOR PIPES WITH FLARED END SECTIONS WILL BE MEASURED TO THE JOINT. CONTRACTOR SHALL LOCATE ALL END SECTIONS TO MATCH THE BANK SLOPE AND THE PIPE SLOPE SHALL BE ADJUSTED AS NECESSARY. 5. BOOT CONNECTIONS SHALL BE PROVIDED FOR ALL PLASTIC PIPES THAT TIE INTO A CONCRETE STRUCTURE. 6. GENERAL CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES HAVING UNDERGROUND UTILITIES ON SITE OR IN RIGHT-OF-WAY PRIOR TO EXCAVATION. CONTRACTOR SHALL CONTACT UTILITY LOCATING COMPANY AND LOCATE ALL UTILITIES PRIOR TO GRADING START. SEE EXISTING CONDITIONS SHEET FOR UTILITY CONTACT INFORMATION. 7. SITE GRADING SHALL NOT PROCEED UNTIL EROSION CONTROL MEASURES HAVE BEEN INSTALLED AND APPROVED BY APPLICABLE AUTHORITY. 8. ALL ELEVATIONS ARE IN REFERENCE TO THE BENCHMARK, AND THIS MUST BE VERIFIED AND LOCATED BY THE GENERAL CONTRACTOR PRIOR TO GROUND BREAKING. 9. CONTRACTOR SHALL ENSURE POSITIVE DRAINAGE SO THAT RUNOFF WILL DRAIN BY GRAVITY FLOW ACROSS NEW PAVEMENT AREAS TO NEW OR EXISTING DRAINAGE INLETS OR SHEET FLOW OVERLAND. 10. THE CONTRACTOR SHALL ADHERE TO ALL TERMS & CONDITIONS AS OUTLINED IN THE GENERAL V.S.M.P. PERMIT FOR STORMWATER DISCHARGE ASSOCIATED WITH CONSTRUCTION ACTIVITIES. 11. ALL DRAINAGE STRUCTURES AND STORM SEWER PIPES SHALL MEET HEAVY DUTY TRAFFIC (H20) LOADING AND BE INSTALLED ACCORDINGLY. OTHER THAN THOSE SHOWN ON THE ROAD PLANS WILL BE DETERMINED PRIOR TO ACCEPTANCE OF THE ROADS INTO THE VDOT SECONDARY ROAD SYSTEM. 28. ROAD & BRIDGE SPECIFICATIONS SECTION 302, DRAINAGE STRUCTURES ADDRESSES POST INSTALLATION VISUAL/VIDEO CAMERA INSPECTION OF STORM SEWER PIPES AND PIPE CULVERTS. INSPECTION FREQUENCY SHALL BE IN ACCORDANCE WITH THE SPECIFICATIONS AND/OR AS NECESSITATED BY THE ENGINEER. VIDEO INSPECTION SHALL BE CONDUCTED IN ACCORDANCE WITH VIRGINIA TEST METHOD (VTM) 123, POST INSTALLATION INSPECTION OF BURIED STORM SEWER PIPE AND PIPE CULVERTS. 29. A CONSTRUCTION ENTRANCE SHALL BE INSTALLED ON EACH INDIVIDUAL LOT PRIOR TO ANY LOT GRADING OR HOME CONSTRUCTION ACTIVITIES AND SHALL BE ADEQUATELY MAINTAINED UNTIL ALL CONSTRUCTION TRAFFIC AREAS WITHIN THE LOT HAVE BEEN STABILIZED. 30. ALL ENTRANCES SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH CURRENT VDOT STANDARDS. RESIDENTIAL LOT ACCESS SHALL BE PROVIDED PER THE FOLLOWING CRITERIA: • ALL DRIVEWAY ENTRANCES AND ENTRANCE CULVERTS SHALL CONFORM TO PE-1 PRIVATE ENTRANCE STANDARDS UNLESS OTHERWISE APPROVED BY VDOT. NO ENTRANCE CULVERTS ARE TO BE INSTALLED WITHIN FIVE (5) FEET OF A PROPERTY CORNER. • VDOT STANDARD CG-9D ENTRANCES SHALL BE USED WHEN AN ENTRANCE IS REQUIRED IN CURB AND GUTTER NEIGHBORHOODS UNLESS OTHERWISE APPROVED BY VDOT. 31. DRY GUTTER IS NOT ALLOWED IN VDOT RIGHT OF WAY EXCEPT AS SHOWN ON VDOT'S ENTRANCE STANDARD DETAILS. 32. THE DEVELOPER SHALL FURNISH AND INSTALL STOP SIGNS AND STOP BARS AT STREET INTERSECTIONS AND ALL REGULATORY SIGNAGE PER THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES. ALL SIGNS MUST BE INSTALLED ON VDOT STANDARD STP-1 SIGN POSTS. 33. INSTALLATION, MAINTENANCE AND OPERATION OF STREET LIGHTING SHALL BE PROVIDED BY AND AT THE SOLE EXPENSE OF OTHERS. VDOT WILL ALLOW LIGHTING WITHIN THE RIGHT OF WAY BY LUP ONLY. LIGHTING ON CURB SECTIONS SHALL BE PLACED BEHIND THE CURB AND PREFERABLY BEHIND THE SIDEWALK. FOR SHOULDER SECTIONS, THE POLE SHALL BE PLACED A MINIMUM OF 10' FROM EDGE OF PAVEMENT AND BEHIND THE DITCH LINE. ALL LIGHTING PROPOSED WITHIN THE RIGHT OF WAY MUST BE DESIGNED IN ACCORDANCE WITH THE AASHTO GUIDE FOR ROADWAY LIGHTING AND SHALL MEET THE CURRENT ILLUMINATING ENGINEERING SOCIETY OF NORTH AMERICA (IESNA) STANDARDS. 34. TRAFFIC SIGNALS REQUIRE AN INDIVIDUAL LAND USE PERMIT. THE APPLICANT SHALL BE RESPONSIBLE FOR THE DESIGN COSTS OF ANY TRAFFIC SIGNAL INSTALLATION OR MODIFICATION OF EXISTING SIGNALS. DESIGN PLANS MUST BE PREPARED AND SUBMITTED TO VDOT BY A LICENSED PROFESSIONAL ENGINEER FOR REVIEW AND APPROVAL. THIS INCLUDES THE FOUNDATION DESIGN AND ANY EQUIPMENT ASSOCIATED WITH THE COMPLETED TRAFFIC SIGNAL. ALL EQUIPMENT MUST BE APPROVED BY VDOT. SHOP DRAWINGS MUST BE SUBMITTED FOR REVIEW AND APPROVAL PRIOR TO FABRICATING ANY SIGNAL STRUCTURAL COMPONENTS. 35. SOIL STABILIZATION IS REQUIRED WITHIN 7 DAYS FOR ALL AREAS WHERE CLEARING GRADING EXCAVATION OR OTHER LAND DISTURBING ACTIVITIES HAVE PERMANENTLY CEASED OR WHERE LAND DISTURBANCE ACTIVITIES HAVE BEEN TEMPORARILY SUSPENDED FOR AN ANTICIPATED DURATION OF GREATER THAN 7 DAYS, OR UPON COMPLETION OF GRADING OPERATIONS FOR A SPECIFIED AREA. SOIL STABILIZATION SHALL BEGIN AS SOON AS PRACTICABLE, BUT NOT LATER THAN THE SEVEN DAYS FOLLOWING THE DAY WHEN LAND DISTURBING ACTIVITIES TEMPORARILY OR PERMANENTLY CEASED. 36. NO STRUCTURE SHALL BE CONSTRUCTED ON STATE MAINTAINED RIGHTS OF WAY, OR ON RIGHT OF WAYS INTENDED TO BE MAINTAINED BY VDOT UNLESS SAID STRUCTURES ARE SHOWN ON CONSTRUCTION PLANS APPROVED BY VDOT OR SUCH STRUCTURES ARE COVERED BY A VDOT LAND USE PERMIT (OR BY A LETTER OF INTENT FROM THE RESIDENT ADMINISTRATOR/RESIDENT ENGINEER TO ISSUE SAID PERMIT AT THE TIME OF STATE ACCEPTANCE). 12. IF ANY EXISTING STRUCTURES TO REMAIN ARE DAMAGED DURING CONSTRUCTION IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO REPAIR AND/OR REPLACE THE EXISTING STRUCTURE AS NECESSARY TO RETURN IT TO EXISTING CONDITIONS OR BETTER. 13. AFTER PLACEMENT OF SUBGRADE AND PRIOR TO PLACEMENT OF PAVEMENT, CONTRACTOR SHALL EST AND OBSERVE PAVEMENT AREAS FOR EVIDENCE OF PONDING. ALL AREAS SHALL ADEQUATELY DRAIN TOWARDS THE INTENDED STRUCTURE TO CONVEY STORM RUNOFF. CONTRACTOR SHALL IMMEDIATELY NOTIFY OWNER AND ENGINEER IF ANY DISCREPANCIES ARE DISCOVERED. UTILITY NOTES 1. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES OR UTILITIES BY OTHERS AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES, AND WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANIES AT LEAST 72 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. 2. THE CONTRACTOR SHALL FAMILIARIZE THEMSELVES WITH THE APPLICABLE UTILITY SERVICE PROVIDER REQUIREMENTS AND IS RESPONSIBLE FOR ALL COORDINATION REGARDING UTILITY DEMOLITION AS IDENTIFIED OR REQUIRED FOR PROJECT. THE CONTRACTOR SHALL PROVIDE THE OWNER WRITTEN NOTIFICATION THAT THE EXISTING UTILITIES AND SERVICES HAVE BEEN TERMINATED AND ABANDONED IN ACCORDANCE WITH JURISDICTION AND UTILITY COMPANY REQUIREMENTS. 3. CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF SITE PLAN DOCUMENTS AND ARCHITECTURAL DESIGN FOR EXACT BUILDING UTILITY CONNECTION LOCATIONS, DOOR ACCESS, AND EXTERIOR GRADING. THE UTILITY SERVICE SIZES ARE TO BE DETERMINED BY THE ARCHITECT. THE CONTRACTOR SHALL COORDINATE INSTALLATION OF UTILITIES/SERVICES WITH THE INDIVIDUAL COMPANIES, TO AVOID CONFLICTS AND ENSURE PROPER DEPTHS ARE ACHIEVED. THE JURISDICTION UTILITY REQUIREMENTS SHALL ALSO BE MET, AS WELL AS COORDINATING THE UTILITY TIE-INS/CONNECTIONS PRIOR TO CONNECTING TO THE EXISTING UTILITY/SERVICE. WHERE CONFLICTS EXIST WITH THESE SITE PLANS, ENGINEER IS TO BE NOTIFIED PRIOR TO CONSTRUCTION TO RESOLVE. 4. THE CONTRACTOR SHALL PERFORM WHATEVER TEST EXCAVATION OR OTHER INVESTIGATION IS NECESSARY TO VERIFY TIE-IN INVERTS, LOCATIONS AND CLEARANCES, AND SHALL REPORT IMMEDIATELY ANY DISCREPANCIES TO KIMLEY- HORN AND ASSOCIATES, INC. AT (804) 673-3882. 5. THE CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OF ALL UTILITIES TO REMAIN IN PLACE. 6. MAINTAIN A MINIMUM OF 18" OF VERTICAL CLEARANCE BETWEEN STORM SANITARY AND ALL UTILITIES UNLESS OTHERWISE NOTED). 7. CROSS CONNECTION CONTROL AND BACK FLOW PREVENTION SHALL BE IN ACCORDANCE WITH THE UNIFORM STATEWIDE BUILDING CODE. 8. CONTRACTOR SHALL COORDINATE WITH THE FIRE MARSHAL BEFORE INSTALLING FIRE LANE SIGNS AND MARKINGS. 9. ALL CLEANOUTS WITHIN VEHICULAR AREAS SHALL BE TRAFFIC BEARING. 10. CONTRACTOR SHALL SAW CUT, REMOVE, AND REPLACE ASPHALT PAVEMENT AS NECESSARY TO INSTALL UNDERGROUND ELECTRIC, TELEPHONE, SANITARY SEWER, WATER, AND COMMUNICATION CONDUITS. 11. UNDERGROUND UTILITIES INSTALLED ON PRIVATE PROPERTY OR IN PRIVATE UTILITY EASEMENTS AND BUILDING RELATED STORM DRAINS SHALL BE DESIGNED AND INSTALLED PER THE CURRENT EDITION OF THE VIRGINIA UNIFORM STATEWIDE BUILDING CODE. 12. PROPOSED CROSSINGS WITH EXISTING UNDERGROUND UTILITIES SHALL BE FIELD VERIFIED BY TEST PIT PRIOR TO COMMENCEMENT OF CONSTRUCTION. 13. THE RIM ELEVATIONS OF EXISTING MANHOLES, INLET STRUCTURES, AND SANITARY CLEANOUT TOPS SHALL BE ADJUSTED, IF REQUIRED, TO MATCH PROPOSED GRADES IN ACCORDANCE WITH ALL APPLICABLE STANDARDS. 14. ALL WATER, SEWER AND FIRE LINES REQUIRE NEW INSPECTION AND TESTING PROCEDURES. THE ACSA PERFORMS ANY TESTING AND INSPECTIONS OF THE PUBLIC SEWER AND WATER MAIN(S). THE ALBEMARLE COUNTY BUILDING INSPECTIONS DEPARTMENT (ACBID) DOES A VISUAL INSPECTION AND WITNESSES THE TESTING OF THE BUILDING DRAIN, WATER SERVICE PIPE AND THE SPRINKLER LEAD-IN CONNECTION. THE DEVELOPER/CONTRACTOR IS RESPONSIBLE TO RETAIN A SPECIAL INSPECTOR AS OUTLINED IN THE UPDATED ALBEMARLE COUNTY POLICY FOR SITE UTILITIES TO PERFORM THE VISUAL INSPECTION AND TESTING OF ALL UTILITIES NOT COVERED BY THE ACSA OR ACBID. THIS INCLUDES BUILDING SEWERS, WATER AND FIRE LINE BRANCHES BETWEEN THE MAIN AND THE METER(S)/BUILDING(S). THE SPECIAL INSPECTOR'S REPORT MUST BE SUBMITTED AND APPROVED BY THE ALBEMARLE COUNTY ENGINEERING DEPARTMENT PRIOR TO A CERTIFICATE OF OCCUPANCY BEING ISSUED. TRAFFIC CONTROL NOES 1. WHENEVER CONSTRUCTION OPERATIONS ENCROACH ON THE RIGHT -OF WAY OF ADJACENT ROADWAYS, TRAFFIC CONTROL SHALL BE PROVIDED IN ACCORDANCE WITH LOCAL AND STATE STANDARDS. 2. NO MATERIALS OR EQUIPMENT SHALL BE STORED OR STOCKPILED WITHIN THE RIGHT-OF-WAY OF ADJACENT ROADWAYS. 3. THE CONTRACTOR WILL BE SOLELY RESPONSIBLE FOR COMPLETING AND IMPLEMENTING TRAFFIC CONTROL PLAN. BUILDING INSPECTION NOTES: 1. ACCESSIBLE PARKING SPACES, ACCESS ISLES, AND ACCESSIBLE ROUTE SHALL BE INSTALLED IN ACCORDANCE WITH ICC ANSI A117.1-09 AND THE 2015 VIRGINIA CONSTRUCTION CODE. 2. ALL WATER, SEWER LINES, AND FIRE LINES FROM THE MAIN TO THE STRUCTURE LOCATED ON PRIVATE PROPERTY MUST HAVE A VISUAL INSPECTION PERFORMED BY THE BUILDING DEPARTMENT. 3. BUILDINGS OR STRUCTURES BUILT BEFORE JANUARY 1, 1985 MUST HAVE AN ASBESTOS SURVEY PERFORMED IN ORDER TO APPLY FOR A DEMOLITION PERMIT. ASBESTOS REMOVAL PERMITS ARE REQUIRED IF POSITIVE FOR SUCH FROM ALBEMARLE COUNTY AND VDOLI. CONTACT VDOLI FOR THEIR ADDITIONAL REQUIREMENTS AND PERMITS FOR DEMOLITION PROJECTS AT 540-562-3580 X131. ALL CONSTRUCTION METHODS AND MATERIAL SHALL CONFORM TO THESE DRAWINGS, PROJECT SPECIFICATIONS, STANDARDS WITH ALL CURRENT APPLICABLE CODES, AND, UNLESS OTHERWISE SPECIFIED, WITH THE CURRENT EDITIONS AND LATEST REVISIONS OF THE FOLLOWING REFERENCE DOCUMENTS: • VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT) ROAD & BRIDGE SPECIFICATIONS • VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT) ROAD & BRIDGE STANDARDS • MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) VIRGINIA SUPPLEMENT TO THE MUTCD • INSTRUCTIONAL AND INFORMATIONAL MEMORANDA (IIM) VIRGINIA WORK AREA PROTECTION MANUAL SPECIFIC STANDARDS AND DETAILS FROM THE CURRENT AND OR REVISED VERSION OF THE 2016 VDOT ROAD AND BRIDGE STANDARDS INCLUDE: WP-2 (ASPHALT PAVEMENT WIDENING FOR WIDENING SUBJECT TO TRAFFIC) - CC-11 (METHOD OF TREATMENT - CONNECTION FOR STREET INTERSECTIONS AND COMMERCIAL ENTRANCES) - CG-12 (DETECTABLE WARNING SURFACE - TYPE B (PARALLEL) APPLICATION) - CG-6 (COMBINATION 6" CURB AND GUTTER) - MH-1 (STANDARD MANHOLE FRAME AND COVER) - MH-1 (MANHOLE FOR 12"-48" PIPE CULVERTS) IS-1 (STANDARD METHOD OF SHAPING MANHOLE & INLET INVERTS) - DI-3A, 3B, 3C (STANDARD CURB DROP INLET - 12"-30" PIPE: MAXIMUM DEPTH (H)=8') - DI-1 (STANDARD DROP INLET - 12"-24" PIPE: MAXIMUM DEPTH (H)=10') - PB-1 (INSTALL. OF PIPE CULVERTS AND STORM SEWERS CIRC. PIPE BEDDING AND BACKFILL - METHOD "A") - ST-1 (STANDARD STEP) - DI-2A, 2B, 2C (STANDARD CURB DROP INLET - 12"-24" PIPE: MAXIMUM DEPTH (H)=9') - GR-2, 2A (STANDARD BLOCKED -OUT W-BEAM GUARDRAIL (STRONG POST SYSTEM)) - GR-2, 2A (STANDARD BLOCKED -OUT W-BEAM GUARDRAIL (STRONG POST SYSTEM, POST AND BLOCKOUT DETAILS)) w Q 0 0 z 0 V5 > w 0-1 0 rl) N a r7 N LZQ z< O Ldo �z Qo U N C) OU m �E 00 O U a 1 o I z z 00�o ^ Q � Z- 0 r W �7 m J O_ U1 � 0 W w003 Y IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII x �3 a � Y J N 3 00 N J O� O 0 "7 v� RYA PERKINS LIC. No. 046565 I2/IO/-MI F__ N O m U N m O � O ON Ln 0 00 � \ cn > r aLo QO a > °m a r) 0 - \ o z m o w S N � z z V Y V w � _ U O O U W W O Z J N< 0. W Z W Z Q I11 I..LI T V J E N m W ~ Z w W z D 000 W r' 0. J 0_ Q w m J Q SHEET NUMBER CA-101 C } m N N O_ U LJ O 0 Q Q a C O C O T W Y O T V) z ° o > L w 3 L N U c 0 0 0 N Z Q 0 L O CT N w U L z> Y T 0 Vo �z 0 o Q� U0 N 0 LU oomo H o Cn c U O ° Q Z Z ° O J ° Z0 co O Q o ZN O = Of Q LLJ C } Z- O W w o C7 N J N oN LO =� W Y o i }� ZO �Z=� m Y J � 3 N3 O L J N� O Q� O 3 0 o O a E U L ° �0 a s o}��p.LTH O+y, A C �uF N �U °o N U RYA PERKINS y a b TONAL 0 0 z m a � m � m C U N O U V) Of S L w O O Cn O 00 w a Y ¢ \ m } m a CD ago a Q 0\ Q O m Q w S N W Z Z V 3 Y Q VJ Q W U O O U U L W' 3 Y O H ' ^ 7 V J L W ro C O o° O oN O 0 a U n o N w O 'U W a N O m y J �o N T U C °° Wo� LU Z W ~` W o W^ Z m V Q W W� JZ y W 00 0 2 r U N W J � Q N W ° m LL a 7 N L L r W a� QU y 3 a T °N m N J � N 7 QL L O I � 1 Y ° W W �y �a W Z C N O 0 o s O o 5 I1/ W L .3 LL J (Y y N Q S G ° o W m U y J U Q C N m SHEET NUMBER O O r CA-102 a ~ 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 Standazds for accordance with VDOT's video camera inspection procedure and with a VDOT or County the Construction Industry (29 CFR Part 1926). inspector present. General Construction Notes for Streets (This list is in addition to the General Construction General construction notes for Erosion and Sediment Control plans Notes) 1. The plan approving authority must be notified one week prior to the pre -construction 1. Construction inspection of all proposed roads within the development will be made by the conference, one week prior to the commencement of land disturbing activity, and one week County. The contractor must notify the Department of Community Development (296- prior to the final inspection. 5832) 48 hours in advance of the start of construction. 2. All erosion and sediment control measures will be constructed and maintained according to 2. Upon completion of fine grading and preparation of the roadbed subgrade, the contractor minimum standards and specifications of the Virginia Erosion and Sediment Control shall have CBR tests performed on the subgrade soil. Three (3) copies of the test results Handbook and Virginia Regulations VR 625-02-00 Erosion and Sediment Control shall be submitted to the County. If a subgrade soil CBR of 10 or greater is not obtainable, Regulations. a revised pavement design shall be made by the design engineer and submitted with the test 3. All erosion and sediment control measures are to be placed prior to or as the first step in results for approval. clearing. 3. Surface drainage and pipe discharge must be retained within the public right -of --way or 4. A copy of the approved erosion and sediment control plan shall be maintained on the site at within easements prior to acceptance by the County. All drainage outfall easements are to all times. be extended to a boundary line or a natural watercourse. 5. Prior to commencing land disturbing activities in areas other than indicated on these plans 4. Guardrail locations are approximate. Exact length, location and appropriate end treatments (including, but not limited to, off -site borrow or waste areas), the contractor shall submit a will be field verified at the time of construction. Additional guardrail maybe required at supplementary erosion control plan to the owner for review and approval by the plan locations not shown when, in the opinion of the County Engineer, or designee, it is deemed approving authority. necessary. When guardrail is required, it shall be installed four (4) feet offset from the edge (16 Jw 200� (16 Jun 2005) Albemarle County Engineering Albemarle County Engineering Final Plan General Notes Final Plan General Notes Page 3 of 4 Page 4 of 4 6. The contractor is responsible for installation of any additional erosion control measures necessary to prevent erosion and sedimentation as determined by the plan approving General construction notes for Stormwater Management plans authority. 7. All disturbed areas are to drain to approved sediment control measures at all times during 1. All dams and constructed fill to be within 95% of maximum dry density and 2% of optimum land disturbing activities and during site development until final stabilization is achieved. moisture content. All fill material to be approved by a geotechnical engineer. A 8. During dewatering operations, water will be pumped into an approved filtering device. geotechnical engineer is to be present during construction of dams. 9. The contractor shall inspect all erosion control measures periodically and after each runoff- 2. Pipe and riser joints are to be watertight within Stormwater management facilities. producing rainfall event. Any necessary repairs or cleanup to maintain the effectiveness of 3. For temporary sediment traps or basins which are to be converted to permanent Stormwater the erosion control devices shall be made immediately. management facilities; conversion is not to take place until the site is stabilized, and 10. All fill material to be taken from an approved, designated borrow area. permission has been obtained from the County erosion control inspector. 11. All waste materials shall be taken to an approved waste area. Earth fill shall be inert materials only, free of roots, stumps, wood, rubbish, and other debris. 12. Borrow or waste areas are to be reclaimed within 7 days of completion per Zoning Ordinance section 5.1.28. 13. All inert materials shall be transported in compliance with section 13-301 of the Code of Albemarle. 14. Borrow, fill or waste activity involving industrial -type power equipment shall be limited to the hours of 7:OOam to 9:OOpm. 15. Borrow, fill or waste activity shall be conducted in a safe manner than maintains lateral support, or order to minimize any hazard to persons, physical damage to adjacent land and improvements, and damage to any public street because o slides, sinking, or collapse. 16. The developer shall reserve the right to install, maintain, remove or convert to permanent Stormwater management facilities where applicable all erosion control measures required by this plan regardless of the sale of any lot, unit, building or other portion of the property. 17. Temporary stabilization shall be temporary seeding and mulching. Seeding is to be at 75 lbs/acre, and in the months of September to February to consist a 50/50 mix of Annual Ryegrass and Cereal Winter Rye, or in March and April to consist of Annual Rye, or May through August to consist of German Millet. Straw mulch is to be applied at 801bs/100sf. Alternatives are subject to approved by the County erosion control inspector. 18. Permanent stabilization shall be lime and fertilizer, permanent seeding, and mulch. Agricultural grade limestone shall be applied at 901bs/1000sf, incorporated into the top 4-6 inches of soil. Fertilizer shall be applied at 10001bs/acre and consist of a 10-20-10 nutrient mix. Permanent seeding shall be applied at 1801bs/acre and consist of 95%Kentucky 31 or Tall Fescue and 0-5%Perennial Ryegrass or Kentucky Bluegrass. Straw mulch is to be applied at 801bs/100sf. Alternatives are subject to approved by the County erosion control inspector. 19. Maintenance: All measures are to be inspected weekly and after each rainfall. Any damage or clogging to structural measures is to be repair immediately. Silt traps are to be cleaned when 50% of the wet storage volume is filled with sediment. All seeded areas are to be reseeded when necessary to achieve a good stand of grass. Silt fence and diversion dykes which are collecting sediment to half their height must be cleaned and repaired immediately. 20. All temporary erosion and sediment control measures are to be removed within 30 days of final site stabilization, when measures are no longer needed, subject to approval by the County erosion control inspector. (16 Jw 200� (16 Jun 2005) 0 O N N Q v c 0 3 0 v = Z T � v _ E 1 'y J O x 11 T Z .0 �D o Q y z .3 Q � N a n _ 11 L J N J Q� Z Q y — 'o N Y N � a i v y c n ° J ° Q = T :J v i E y h � 0 to o v v o N L C N c ° 0 0 0 o a N `o ° ° L n � v .. c 3 D 0 C Y 0 a 3 V .. C N N 0 O 0 I N � L c 0 v U O c C ° I � 10 n n ° a h E > o o JI N Y � v o' Y E V n � N J Y � L u s V 3 .I `o L v E o v v U N � O � a Z n Z v Y '0 J y x ° � y Z o �J w � T ° Q 0 Z Q � y 1J N J ' J Q cvi Z Z N Q _ o N E Y Y n Z C J ° Q N � C n N 7 L i r Q N N 0 a o N O � J W a 0� y c 0 v .N. n a N C tU O L U n N 5 C N y � 3 v L 0 0 J U .% E n � 0 p o v � �N o L VDOTVirginia Department of Transportation ACCESS MANAGEMENT EXCEPTION REQUEST: AM-E ACCESS MANAGEMENT REGULATIONS 24 VAC 30-73 SECTION 120 February 2015 February 2015 Submitted by: David M. Capparuccini, P.E. PTOE, Kimley-Horn Date: 6/2/21 Email Address: david.capparuccini@kimley-horn.com Phone: (804)-672-4715 Address: 1700 Willow Lawn Drive, Suite 200, Richmond, VA 23230 Project Name: US Route 29 Wawa TIA Rte # 29 Locality: Albermarle Description of Project: A Wawa is being proposed on the southeast corner of US Route 29 and Greenbrier Drive. This proposed Wawa development will replace the existing service station. There are currently two entrances/exits on this property, and as part of the re -development the two entrances/exits will be consolidated to one right -turn in/right-turn out entrance/exit. See attached exhibits demonstrating that access along northbound US Route 29 has not changed since 2007. Updated March 2021: VDOT 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:a0i" Name (and position if Designee) Remarks: Concur with Residency remarks. Approval requires time of day signs directing traffic entering Greenbrier to the right from 7 AM-9AM and from 5 PM-6PM (based on peak hours in traffic analysis). Times for left turn restriction will be monitored and may need to be adjusted based on field conditions/safety concerns. District Staff: Please email copy to Bradley.SheltonfaD-VDOT.Virainia.aov 3 ✓❑ Exception to the commercial entrance shall not be located within the functional area of an intersection requirement. (See Regulation Section 120 C. 1; Appendix F, Rd Design Manual) ✓❑ Attached: A traffic engineering study documenting that the operation of the intersection and public safety will not be adversely impacted. ❑ EXCEPTION TO THE SPACING STANDARDS FOR: • Commercial entrances; intersections/median crossovers (Table 2-2); • Commercial entrances/intersections near interchange ramps (Tables 2-3, 2-4); or • Corner clearance (Figure 4-4). Appendix F, Road Design Manual Information on the Exception Request ✓❑ ON A STATE HIGHWAY Functional classification: Principal Arterial: ❑✓ Minor Arterial: Collector: ❑ Local: ❑ Posted speed limit: 45 mph ❑ NEAR AN INTERCHANGE RAMP (Submittal of a traffic engineering study required) ❑ CORNER CLEARANCE (Submittal of a traffic engineering study required) Type of intersection/entrance: Signalized Unsignalized Full Access Partial Access Required spacing distance ft Proposed spacing distance ft Requested exception: Reduction in required spacing ft REASON FOR EXCEPTION: A. To be located on an older, established business corridor along a highway where existing spacing did not meet the standards prior to 7/1/08 or 10/14/09. (Regulation section 120 C.3.c) ❑✓ Attached: Dated aerial photo of corridor identifying proposed entrance/intersection location. ❑ B. Not enough property frontage to meet spacing standard, but the applicant does not want a partial access right-in/right-out entrance. (Section 120 C.3.f) ❑ Attached: A traffic engineering study documenting that left turn movements at the entrance will not have a negative impact on highway operation or safety. ❑ C. To be located within a new urbanism mixed use type development. (Section 120 C.3.d) ❑ Attached: The design of the development and compliance with intersection sight distance. ❑ D. The proposed entrance meets the signal warrants but does not meet the signalized intersection spacing standard. The applicant requests an exception to the spacing standard. ❑ Attached: A traffic engineering study that (i) evaluates the location's suitability for a roundabout and (ii) provides documentation that the proposed signal will not impact safety and traffic flow. (Section 120 C.5) 2 � 9 ..,tlRctN\P COUNTY OFALBEMARLE Dept. of Planning & Community Development 401 McIntire Road Charlottesville. Virginia 22901-4596 (804) 296 5823 February 29, 1992 Crenshaw's Auto Service, Inc 1215 Seminole Trail Charlottesville, VA 22901 RE: SP-91-69 Crenshaw's Auto Service Tax Map 61W, Section 2, Block A, Parcel 1 Dear Mr. Crenshaw: The Albemarle County Board of Supervisors, at its meeting on February 19, 1992, approved the above -noted request to locate motor vehicle sales and rental on 2.26 acres zoned C-1, Commercial and EC, Entrance Corridor (existing service station is to remain). Please note that this approval is subject to the following conditions: 1. Use shall not commence until a Certificate of Appropriateness is issued by the Architectural Review Board; and 2. Storage areas shall be limited to those shown on a plat titled "Physical Survey of Lot 1, Block A, Section Two, Westfield" and initialed 2/5/92 WDF and the total number of vehicles available for sale or rental shall not exceed sixty-four (64) at any one time. If you should have any questions or comments regarding the above noted action, please do not hesitate to contact me. Sincerely, U V. Wayne imberg Director f Planning & �otmn 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. SDGR.rSS 16 MARKED PARKING SPACES .�+�iRFrt:4:N?'ytv!III 11G?.w�cNkg98a'RkY#x� r,•1:r� I N35020'59"E 149.02' sit. r d a88032'18" R 26. 65' T • 25. 9 8' 1See • 41. 18' / 5/RVICf STATION tat' JD /",) P• M P ,o l5 r p+. l L\ x rI, r /iron 4_/_175.00' Fn1. S36020'59 ,W w M x ti Z661 £ 1 NVf 03/003a 1 FENCED PARKING AREA - �i C�ICY.e I N/YCj ,' /- ScrvJce S�<�ir.J fr kc�o</r �A Sriewn -,r exJs 2- Fcnce�<rCrn. /ey Vciia/� turn/� /�— 7-- -Z __ ".t a✓/ 'SJ :vr, - /e le .✓:.' 7 - �` �¢ uc%7c/es (fs be /e.Ese✓J 3- M.crked�r/,.,� ,f�itces; exis><rnq �sfieiNr! an SeuYr/I /J�+c re �ren>L.� PHYSICAL SURVEY OF LOT 1 , BLOCK A, SECTION TWO IIW ESTFI ELD" CHARLOTTESVILLE MAGISTERIAL DISTRICT ALBEMARLE COUNTY, VIRGINIA IPOA14 Set j XLTU 00, 13 .4. • fir V CERT. NO. 54.17.3 (a) 655 c, 54-17.3 (b) 78 •tAt '',A. /t o LAND N� cra+,'/ noes .C�4oJ : /6 ✓.rn. TE �.Tfl'/.�� Pr.,eev /,74 1c•,,.,,,,«L, re oe,., �/\ WILLIAM S. ROUDABUSH, INC. .,54ry, un-/Are /; Al 12. lY , ( %% el:.If A Professional Corporation J - CERTIFIED LAND SURVEYORS :ALE: /"`50, DATE: NOVEMBER 30,1376 Charlottesville Virginia )car. P,me P"M L iaPw, Co )DO COI, I. r F I I F N0.._4.� 74. (n z 0 > W O M N r7 N L�Q z< O to o LLI,7 QO U N OU cc VDo ) U U a I O n z of 00 O cc < � � z—ow r 07 J oN w��3 0 Y [illlllllllla� � � o_ Y J N 3 0 �J N o(D O O Ile RYA PERKINS LIC. No. 046565 Z M > O N 3: O m 0 U� 0- 0� LLIO _ 0 00 Un Q O cnOf m } m a — Q 0 > m Q S CN z Z 3 w U 1 a ¢ w 5� L w U) Z Z �wwp w U w ~ Q V W p z X Z < W U Q UJ V J QI > 0 Z I11 T V J I..L N W Q W z W W O Z Z O rV ^ w U Q LLI J Q SHEET NUMBER CA-103 TOP=451. BM #1/ , MAG NAIL ON TOP/CURB ELEV=456.2. / TOP-457.79 / FL=453.35 / TOP=454.�ji , / INV IN-4 .80 / INV OUT��6. TOP= 0 VJV �00,I /t w 4 A04 it OMMA / E ENT c ; 1� %A ®- 9D \ ROD \Fft- �452 4S 4S3?Q \ •� �4S4,\ \ 45 6- , �\ \ TOP=446.53 INV IN=440.70 FL=425.85 CURVE TABLE SIT CURVE LENGTH RADIUS DELTA I TANGENT ICHORD BEARING1 CHORD 11� Cl 41.19 26.65 1 88"33'51" 1 25.99 1 N79"32'55"E 37.21 .32 S 75 1`o Ss, rOP-AAA. Or � 1 � I pz 1/ FL=441.15 I GP -457_ z � o 00 48.5 a�HISELED SQUARE TAT ELEV QR/D.I. �D� �k'(60 RUTE' 866 =446.2 'h FL=4 1 #STORY \\ \\ C \\ \ \\ \�\ \ i \ 00-_ Ai a \ \ FIL 9.70 LOCATION OF "STEEP SLOPES -MANAGED" AS F4583\\\\\ `\� \\\\ \�\\ \ \ \ 1 \` a FBRICK/METAL //- - - C IDENTIFIED ON ALBEMARLE COUNTY GIS (TYP.) VICINITY MAP SCALE 1 " = 2000' \\\\ RsRB\ \ \ \ aoj� �424�0_- � \ \ \ \\ \ a �, 'F,G=his J / / \ ry t0CiK/ / /�'VW \ -54"*RCP rlFllfa�lN��/ - _ ATION �' \ 1 \ \ \ \� \ \ 1 // / ?OVL // #490 TOP=423 61 �1ENT � \ / / � / ^mott w - G. \350 °� 2.25�6 ACRES \ \ \� \ ��� \\�� \ \ �\ \ //'� BRICK L=aos.00 \\ \ \\ \ G' \\ \\\\\�\ `\ \� 1\ \ / F.F.=429.50 CHI ASSET (VA) CHARLOTTESVILLE-1165 PEPSI PLACE, LLC \�\---�\--r \ \\ \ \\ \ ✓ \\� \� \\ \ \\\\\\\� � \ 13 D.B.D2359 PG. G. 2(PLAT) \\ \ \ GRAVEL AREA \ \ \\\\\ \ \ \\ \ PARCEL ID: 061 WO-02-00-002BO NOTES \ 1. OWNERSHIP: \ CHARLOTTESVILLE REALTY CORPORATION D.B. 696 PG. 560 PARCEL ID: 061 WO-02-OA-00100 / 2. THIS SURVEY WAS PREPARED WITH THE BENEFIT OF A TITLE COMMITMENT BY FIDELITY NATIONAL TITLE INSURANCE COMPANY COMMITMENT NO. DC2000670 EFFECTIVE DATE OCTOBER 8, 2020 AT 8:00 A.M. 3. EXCEPTIONS OF SCHEDULE B-SECTION II OF THE ABOVE REFERENCED TITLE COMMITMENT: 1.) NOT ADDRESSED 2.) STANDARD EXCEPTIONS A. NOT ADDRESSED B. NOT ADDRESSED C. NOT ADDRESSED D. SHOWN HEREON 3.) NOT ADDRESSED 4.) NOT ADDRESSED 5.) NOT ADDRESSED 6.) 40' GAS LINE EASEMENT IN D.B. 290 PG. 434 - SHOWN HEREON 7.) PARTIAL VACATION OF A 40' GAS LINE EASEMENT IN D.B. 421 PG. 500 - SHOWN HEREON 8.) 10' VEPCO EASEMENT IN D.B. 429 PG. 350 - SHOWN HEREON 9.) 40' GAS LINE EASEMENT IN D.B. 1683 PG. 337 - SHOWN HEREON 10.) 15' LUMOS NETWORKS EASEMENT IN D.B. 4871 PG. 240 - SHOWN HEREON 11.) 40' GAS LINE EASEMENT IN D.B. 425 PG. 153 - SHOWN HEREON 4. THIS PROPERTY LIES IN ZONE 'X' OF THE FEMA DEFINED FLOOD HAZARD AREA AS SHOWN ON FLOOD INSURANCE RATE MAP NUMBER 51003CO278D, EFFECTIVE DATE FEBRUARY 4, 2005. 5. DURING THE PROCESS OF OUR PHYSICAL IMPROVEMENT SURVEY NO INDICATIONS OF A CEMETERY WERE FOUND. NO FURTHER INSPECTION OF THE PROPERTY HAS BEEN MADE FOR POSSIBLE CEMETERIES. 6. ZONED: Cl COMMERCIAL; SEE COUNTY OF ALBEMARLE ZONING ORDINANCE FOR SETBACKS 7. HORIZONTAL: THE MERIDIAN SOURCE OF THIS PLAT IS BASED ON THE VIRGINIA STATE PLANE COORDINATE SYSTEM, SOUTH ZONE, NAD 1983/1993 (HARN). COORDINATE VALUES SHOWN ARE EXPRESSED IN U.S. SURVEY FEET. VERTICAL: NAVD 88 DATUM 8. UNDERGROUND UTILITIES MARKED BY ACCUMARK, INC. AND FIELD LOCATED. THIS IS TO CERTIFY THAT THIS MAP OR PLAT AND THE SURVEY ON WHICH IT IS BASED WERE MADE IN ACCORDANCE WITH THE 2016 "MINIMUM STANDARD DETAIL REQUIREMENTS FOR ALTA/NSPS LAND TITLE SURVEYS," JOINTLY ESTABLISHED AND ADOPTED BY ALTA AND NSPS, AND INCLUDES ITEMS 1,2,3,4,5,7(a),8,9,11,13,14 & 16 OF TABLE A THEREOF. PURSUANT TO THE ACCURACY STANDARDS AS ADOPTED BY ALTA AND NSPS AND IN EFFECT ON THE DATE OF THIS CERTIFICATION, UNDERSIGNED FURTHER CERTIFIES THAT IN MY PROFESSIONAL OPINION, AS A LAND SURVEYOR REGISTERED IN THE COMMONWEALTH OF VIRGINIA, THE RELATIVE POSITIONAL ACCURACY OF THIS SURVEY DOES NOT EXCEED THAT WHICH IS SPECIFIED THEREIN. THE FIELD WORK WAS COMPLETED ON NOVEMBER 13, 2020. KENNETH R. BLAYLOCK, JR., L.S. LIC. NO. 2833 DATE APPROXIMATE 10' VEPCO E D.B. 429 F TOP=428.07 BLOCK \_ FL=426.60 \ \ RETAINING \ RS9 \1 \\ \ G \ \ \ \ \ WALL \ I \\ \ - \ -----\ \\\\\\ �\\\ \ � INV=428.63 \\\ \ \ 1 \ \ �11 \ \6) \\�� \\�\\\\\\v\\\ GRATE INLET TOP=440.55 FL=429.70 40� AS LINE EA�MENT \�\ �\ \\ \ �\ 1111\ll D. 290 P ' 434 \ \ �� - \ \ 1 \III 1 j\\ \ 11R,b. D-B 1ssj K. 300 I 37 RMD PROPERTIES, LLC D.B. 2217 PG. 191 D.B. 407 PG. 55 (PLAT) PARCEL ID: 061W0 02 OA-00200 \ / o FENCE MEANDERS ALONG PA I a/// \ /j l/ja� //ho/ 111 / LEGAL DESCRIPTION FND. //�/// pry/ BEGINNING AT A POINT; MARKED P.O.B.; SAID POINT BEING AT THE INTERSECTION OF THE EAST LINE OF SEMINOLE TRAIL (U.S. ROUTE 29) AND THE SOUTH LINE OF GREENBRIER DRIVE (STATE ROUTE 866); THENCE ALONG THE SOUTH LINE OF GREENBRIER DRIVE ALONG A CURVE TO THE RIGHT HAVING A LENGTH OF 41.19', .v43 S5610I09"EUS O 19.38'STOAACPOINDT; BEARINGOF OLEAV LEAVING SOUTH LINEHOFDOF 37.21' GREENBRIER TDRIVEPOINT; 5610'09"E \ ��/�/n���s 517.44' TO A POINT; THENCE S35"24'00"W 175.00' TO A POINT; THENCE N56"10'09"W 562.40' TO A POINT / ON THE SOUTH LINE OF SEMINOLE TRAIL; THENCE ALONG THE SOUTH LINE OF SEMINOLE TRAIL N35"16'00"E \ 149.00' TO THE POINT OF BEGINNING, MARKED P.O.B. AND CONTAINING 2.256 ACRES. GRAPHIC SCALE ( IN FEET ) 1 inch = 30 ft. JA-ZAN LIMITE�ARTNERSHIP D.B. 1134 5, D.B. 779 PG. 40 PARCEL ID: 06�W0-0 KENNUH R. BLAYLOCK, o Lic. NO. 2833 LEGEND a DECIDUOUS TREE BENCHMARK • BOLLARD -� SIGN HANDICAP RAMP © CABLE VAULT ©v FIBER-OPTIC VAULT QF FIBER-OPTIC MARKER m � TELEPHONE PEDESTAL X GAS VALVE © GAS MARKER wv WATER VALVE QM WATER METER ® MONITORING WELL QE ELECTRIC METER © TRAFFIC SIGNAL POLE ©v ELECTRIC VAULT tX LIGHT POLE -0 GUY WIRE POWER POLE Q DRAINAGE MANHOLE © CLEANOUT S) SANITARY SEWER - - - - OHE - OVERHEAD ELECTRIC UNDERGROUND WATER - - - - - G UNDERGROUND GAS - - - - - UGE - UNDERGROUND ELECTRIC UNDERGROUND FIBER-OPTIC - - - - UTL - UNDERGROUND TRAFFIC UNDERGROUND CABLE TV - - - - - UGT - UNDERGROUND TELEPHONE ALTA/NSPS LAND TITLE' SURVL'Y OF ,2. ,256 ACRES OF LAND LYING ON TILL' SOUTHEAST CORNL'R OF SLWYVOLL' TRAIL AND GRL'L'NBRIL'R DRIVE' RIO DISTRICT * ALBEMARLE COUNTY, VIRGINIA DATE: NOVEMBER 13, 2020 SCALE: 9" = 30' JENNINGSTEPHENSON P.C. 1o1so STAPLES MILL ROAD SUITE 103 GLEN ALLEN, VA 23060 j 04-545-6235 LAND SURVEYORS PHONE - 4-545-6259 e FAX - 804-545-6259 & PLANNERS J.N. 20-681 EXISTING CONDITIONS CV-101 0 O Q ° C O T W E Y 0 T d ° 3 � D O L Z Q 3 J 1 � n° N w _ 6 C w y Q ° r L o v o i .o /N,y'S'O� z a E � _ Z _j 155 C SF� i 0 J 1:1yNoy O/ / 1 SF Q I ,�OQ oNN9 ° k11y / V EXISTING INLET TO J a a /G // n 3 CONTRACTOR TO REPLACE -`� (VA) CHARLOTTESVILLE-1165 PEPSI PLACE, LLC 'o BE REMOVED d v CONTRACTOR D.B. 4722 PG. 213 5 / a \ \ % 1 CONSTRURIPRAP DCTION OFITCH EULTIMATE 3 I II EXISTING SIDEWALK d X NP IIII II 1 D.B. 2359 PG. 589 PLAT I 1 PARCEL ID: 061 WO-02-00- 02BO TO BE REMOVED N6.`L / \OE// o.l-®'I I 1 CONDITION RCP OUTFALL PIPE (y� � \ < I I 1 ZONED: C-1 COMMERCIAL PARCEL USE: CONVALESCENT HOSPITAL G l I I I dy1G� ill I �,NL o� Y all s Ny1 5� _ - IR S �S�� Gc / IP / \ \ \ 1 I I I 1 P '\ 0 1 I � � F Q NL660 ' I °Q N5y , �� ° SF / \ l I l�P ,\II I P. �° N NL$6� I ° �' yd _ //I pC \\ _CONTRACTOR TO INSTALL ULTIMATE �% q ° ^ll p y // � C R4 / t CONDITION RCP PIPE AND STRUCTURES TO .15"CEP 1���y v 448'4 _� . EXISTING TREES � - _ I OUTFACE SEDIMENT TRAP. SEE SHEET - G�' G � O� u EXISTING TREES AND v o VEGETATION TO BE REMOVED _ - \449� TO BE REMOVED = - TS / 45 \CG-101 FOR PIPE AND STRUCTURE INVERTS.- e�P�1� \\\�SROp GR Q Nryg�O � 450 0 o I ll (6) EXISTING BOLLARDS i TO BE REMAIN a EXISTING CURB AND 3 �O�°�R�- �� `� \--- 8- _ \ \ E ULKM GUTTER TO REMAIN ��X - - - \ ` _ 452 _ / _ SF \ ELEV 456.00 Ny $ ` TS 453 , - \C1Jlt�Ne _ - 1 - - .� - // 4 F TS pp I .> • �\ O / �! ry asses pC \ ,I hsJl IP �® 00 o = o w \ 450 ST 453 `456 451 452/. \\ RS \ \\l \\ \\ y n '�� 0/t�tjO• / �' EXISTING WOOD SHEDS ❑ /� \ c+ �'�_ N �5- 2:1 �5p - '�/ \\\S\\ \ \/ TO BE REMOVED_ \ EXISTING GAS SERVICE ° I Y 452 / 3 EXISTING WELLS TO BE REMOVED IN / EXISTING CONCRETE / / / w \ TO 1215 SEMINOLE \ \ 454453 N /\ EXISTING TREES AND E ACCORDANCE WITH VDH STANDARDS / / TO BE REMOVED / / /�� to a TRAIL TO BE REMOVED 456455j \\\ VEGETATION TO BE REMOVED EXISTING CANOPY AND CURBS / / / N 1 �� 8.0' WIDE RIPRAP OUTFACE ���457 pC TS / TOP OF WET STORAGE: 453.50 - pp ISLAND TO BE REMOVED / \ SEDIMENT TRAP PROPOSED STOCKPILE s / EXISTING BUILDING \ TOP OF DRY STORAGE: 455.00 '/ // III l a oo N / EXISTING UNDERGROUND \ I DRAINAGE AREA: 1.40 ACRES AREA N M ELECTRIC LINES TO BE REMOVED f TO BE REMOVED C _ _ \ .Ny ' SEE DETAIL ON SHEET CE-501 / 1 I 1 I / \ , BERM ELEVATION:456.00 1 ll I �j BOTTOM ELEVATION: 450.00 EXISTING GAS LINES TO REMAIN (TYP.)/>/ j / 1 111I1 �rnmm ��� N a d I EXISTING WATER SERVICE AND / \� FiP EXISTING GRAVEL TO \ ` I l " / y�j 11 II I I l I I \ n [ti F 2 2 I I METER TO BE REMOVED G \ / / \ \ BE REMOVED (TYP.) I, 1 I \ E a d !n I OEXISTING SANITARY SEWER LATERAL - - - \ / \ \ �Y > / A \ I I I O3 _� I I r ��.1 .L_! �/ AND CLEANOUT TO BE REMOVED \\ // (� m N r n I x l I / / / / /// / pp \ I \\ pC _ 0 1\ IIII Ilr _¢ m \ PROPOSED STAGING AND TS n L O TS \ I PARKING AREA \ \ � �a�c'c� �� O \ \ / / r�,,l\\I\111IIllF X y > a s PROPOSED LOCATION OF \ SEDIMENT BOUNDARY cn I I o W h EXISTING WELLS TO BE REMOVED IN t� \ 1 a- T 00 I ��\ O r'ACCORDANCE WITH VDH STANDARDS (7) EXISTING BOLLARDS �\ SOLID /NON -HAZARDOUS- p� TS \ I .DRAINAGE AREA: 1.40 ACRES II IIIIIIIIIIIII f O O y TO BE REMOVED \WASTE DUMPSTER \ �� \ �j. 1I11 IIII I\\\I I( i° M M 1 a r PROPOSED LOCATION OF h \ z mm $IyI, M O �� � / �� 1 �/ SANITARY FACILITIES ` �`\�� � \ •/ 11IIIc\\\\\\IIIII y �l TS PPROXIMATE LOCAT EXISTING OVERHEAD ELECTRIC LINE � \ 1 \ y ci '°��9 X 10' VEPCO EASEMEN PTO BE REMOVED UP TO POLE I 459� \ SF \\1n\\\ \Ill 1111 z WASH RACK DOWNSTREAM J�yN CE pC D.B. 429 PG. 350 / i SEDIMENT SETTLE AREA ° I Nye EXISTING UNDERGROUND ELECTRIC \\max\\11 Il IIIII II J SEE ALBEMARLE COUNTY I 4 �,a1 _ LINES TO BE REMOVED UP TO POLE y DETAIL PONESHEET CE 501 vz -yc \ - y458-\ �C - -°D WASH RACK p. \mod\ 1111 IIII IlI II \ I 62.4 - F4 III W f1111�11111111 - EXISTING SIDEWALK AND (/� / / W W _ W W W W W w CURBING TO BE REPLACED "''/ I W FENCE MEANDERS �e Q E PROPOSED LOCATION FOR CONCRETE WASHOUT ALONG P/L - i y 12, P v(;\ 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. 77G. 401 (PLAT) z ° j CONTAINMENT, EXTERNAL TO STORAGE) (CAN BE RELOCATED BY CONTRACTOR IF D.B. 1683 PG. 337 PARCEL ID: 06'rWO-02-00-0( = EXISTING WATER METER TO REMAIN MODIFICATION IS NEEDED IN THE FIELD) ZONED: C-1 CIWMERCIAL 3 ll I PROPOSED LOCATION FOR SOLVENT PAINT STORAGE PARCEL USE: VACANT C ERCIA L (CONTRACTOR TO PROVIDE IMPERMEABLE ll I CONTAINMENT, EXTERNAL TO STORAGE) I w RMD PROPERTIES, LLC o �9 D.B. 2217 PG. 191 o Ny) yy D.B. 407 PG. 55 (PLAT) PARCEL ID: 061 WO-02-OA-00200 ZONED: C-1 COMMERCIAL r o PARCEL USE: MARKET � y n a m C N O L U n ° 5 c � 5 � 3 L 0 0 J y E n � 0 p o 0r y� 111aLto] II1161►■■901M►II m I I m I I m I I m mmmmmmmm LIMITS OF DISTURBANCE EXISTING BUILDING TO BE REMOVED EXISTING TREES TO BE REMOVED EXISTING UTILITIES TO BE REMOVED OR RELOCATED DEMOLITION NOTES 1. THIS DEMOLITION/EROSION CONTROL PLAN IS INTENDED TO AID THE CONTRACTOR DURING THE BIDDING AND CONSTRUCTION PROCESS AND IS NOT INTENDED TO DEPICT EACH AND EVERY ELEMENT OF DEMOLITION. THE CONTRACTOR IS RESPONSIBLE FOR IDENTIFYING THE DETAILED SCOPE OF DEMOLITION AND FOR THE DEMOLITION, REMOVAL, OR RELOCATION OF ITEMS IN CONFLICT WITH THE PROPOSED CONSTRUCTION. 2. THE CONTRACTOR SHALL KEEP ALL ADJACENT ENTRANCES AND PARKING AREAS FREE FROM DIRT, DUST, AND AGGREGATE CAUSED BY VEHICLE TRACKING. THESE AREAS SHALL BE SWEPT AS OFTEN AS NECESSARY TO KEEP AREAS CLEAN AT A MINIMUM ONCE PER DAY. 3. ALL VALVES, VAULTS, MANHOLES, ETC. THAT ARE TO REMAIN SHALL BE ADJUSTED TO PROPOSED GRADE. 4. CONTRACTOR TO CONFIRM ALL EXISTING STORM STRUCTURE INVERTS PRIOR TO PROPOSED STORM SYSTEM INSTALLATION. 5. CONTRACTOR TO CONFIRM ALL EXISTING SANITARY SEWER INVERTS PRIOR TO PROPOSED SEWER INSTALLATION. 6. DEMOLITION OF BUILDING TO INCLUDE REMOVAL OF FOUNDATIONS, UNDERGROUND STRUCTURES, AND BUILDING UTILITIES. 7. ALL EXISTING UTILITIES WILL MAINTAIN MINIMUM COVER DURING CONSTRUCTION AND VALVES WILL BE FLUSHED TO GRADE. B. ALL EXISTING PAVEMENT AND CURB AND GUTTER WITHIN LIMITS OF DISTURBANCE IS TO BE REMOVED. 9. SEE SHEET CP-501 FOR PLANTING BED AND SODDING DETAILS. VIRGINIA UNIFORM CODING SYSTEM FOR EROSION AND SEDIMENT CONTROL STD. & SPEC. MEASURE CALLOUT SYMBOL QUANTITY 3.02 CONSTRUCTION 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 1 EA. 3.31 TEMPORARY SEEDING TS 3.32 PERMANENT SEEDING PS 3.38 TREE PROTECTION TP TP TP 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' w Q 0 V) Z 0 J w 01 ofZ 0 M N r') N LZQ z, O Vo LL1Z Qo p =N C) O U �E 00 p 0 a o I z of 00�o ZN Z- O WJ Of7 p N � 0 W 0 Y Uj x Y J N 3 op N J O0 0 0 RYA PERKINS LIC. No. 046565 I2/10/2-MI ~ N 0 O 0 cn � 0 Lnn 000 \ cn > } o w S N 0 3 U Y ¢ v ¢ w (U/l O O U W W VJ a- Q 0 Z � Z W OQ= � J X J a W 5O G rvn V ) 0 Lu 0 0� Z I11 N W Q W z W 0 W u O r� U W V J Q w m J Q SHEET NUMBER CE-101 0 O Q C O C `o x T E Y 0 T ° 0 r 3 a 0 N 6 c 0 m a 0 E 0 x T v Y T c 0 0 v 0 C 3 D ° Z c Q o Z N J O n C w.. n 3 Q o 5 U . 3 c U d0 v U m �y c 0 0 Q c J ° n o C � a E O C C O O � `o V � m ° 0 o� I ° n m � a J m D o 0 3 o ,. c '- �% S I s 3 'o O n h h JI � Y 0 0 a Y � n w U m a N ° y �° c 0 V m � y E v U N z z ° Q c J N i E 2 n �$ c w ' C ° n ° a C i V r U � w c :J y 0 0 o O � J � ° o ° y c 0 � y n a m C N O L U n � 5 c m 5 � 3 s 0 0 J y E n � 0 p o 01 I- F 0 0 m 200 LI rej / / i i i / kD CONTRACTOR TO REPLACE RIPRAP / AND PERMANENT SEED OR BLANKET MATT DISTURBED G / SLOPES WHERE APPLICABLE97 SF 96 Cc' ID GO SET (VA) CHARLOTTESVILLE-1165 PEPSI PLACE, LLC 1 co, D.B. 4722 PG. 213 i r� M O\ L /\ % 01 k1 I l ld� l D.B. 2359 PG. 589 (PLAT) Gj F sc� a ,1 ��II 1 IM I 1 g0 y PARCEL ID: 061 WO-02-00-002B0 /`� o all 0 1N�p� ZONED: C-1 COMMERCIAL _ — G ('1 �S�vP ��`� �� RI MI II 111 1 a� N `��\G 9�j0 PARCEL USE: CONVALESCENT HOSPITAL — G— — S 8�p �p�`a �'z/ / \ 1 99 1 I .r 3M �GlI IN I 0/KL — — S �` y�� `', IP I I I°� jo)�\ 11a1111 FF SF IP \ I I j -t M III it NCI 445 \ BM rIi-llaI\ 44 9EGK� 4g 7• 46 449 4 v a=xllW% ve 7201 .s t t 'I ss —o-- ss S� SS -- SS CE W W W W z / W W W _ W I Wawa 2.26 ACRES \ \ W50-F B-VA \ 6,049 SF FF , 457.05 -n 48 WAWASPACES _ �;o 100 455 D c D 4S7 \ / 101A �\ / PROPOSED STAGING AND PARKING AREA ,0, I '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 IP \\\\\\\\\PROPOSED STOCKPILE 120 \x\41 \i� \\\lE�l — �45s / 1j11 11111� 1 a I / J 111 NII 1 1 PS o ,a6p — ��I11alI, I I ��rya— _/ 1 1 1 111 I I DC I / III�IIII\ 457 x-\\\\1\ 1 1 \\\`\\\1I 11 S x \01P4I111 Ilr \ 4s8\ 1 111�11111111r DC PS x 111� I III IIII Il,llllllllr \ \ / SF IIII\\\\\\\111I11111 �� y � PHASE II PROBABLE CONSTRUCTION SEQUENCE 1. CONTRACTOR TO INSPECT AND MAINTAIN ALL EROSION & SEDIMENT CONTROL MEASURES AND MAKE ANY NECESSARY REPAIRS/ADDITIONS BEFORE BEGINNING PROPOSED IMPROVEMENTS. 2. BEGIN SITE GRADING TO PROPOSED FINISHED GRADES MAINTAINING POSITIVE DRAINAGE TO EXISTING INLETS. INLET PROTECTION IS TO REMAIN IN PLACE DURING ALL PHASES OF CONSTRUCTION. 3. INSTALL STORM SEWER AND INLET PROTECTION AND BEGIN INSTALLATION OF UTILITIES. 4. BEGIN CONSTRUCTION OF INTERNAL PARKING, CURB AND GUTTER, AND DRIVE AISLES. INSTALL STONE BASE TO ALL PARKING AREAS TO SERVE AS TEMPORARY STABILIZATION AND INSTALL TEMPORARY SEEDING IN NEWLY GRADED AREAS. 5. CONSTRUCT PROPOSED WAWA BUILDING AND CANOPY. 6. PAVE PARKING AREAS, INSTALL PAVEMENT STRIPING, AND FULLY STABILIZE ON -SITE IMPROVEMENTS. 7. REMOVE EROSION CONTROLS UPON FULL STABILIZATION OF ALL SITE IMPROVEMENTS. NO EROSION AND SEDIMENT CONTROL MEASURES CAN BE REMOVED WITHOUT APPROVAL OF THE ENVIRONMENTAL INSPECTOR FOR THE SITE. 8. INSTALL FINAL LANDSCAPING AND PLANTINGS. 9. SITE CLEANUP/DEMOBILIZATION. NOTES 1. ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES MAY BE REQUIRED AT THE DIRECTION OF THE COUNTY EROSION CONTROL INSPECTOR. 2. IT IS ANTICIPATED THAT APPROXIMATELY 4200 CY OF CUT MATERIAL WILL NEED TO BE EXPORTED TO A PERMITTED SITE AND WILL NEED TO BE REPORTED TO COUNTY INSPECTOR AND INCLUDED IN THE SWPPP. VIRGINIA UNIFORM CODING SYSTEM FOR EROSION AND SEDIMENT CONTROL STD. & SPEC. MEASURE CALLOUT SYMBOL QUANTITY 3.02 CONSTRUCTION ENTRANCE CE 1 EA. 3.05 SILT FENCE SF X — X — X 1125 LF 3.07 INLET PROTECTION 3.32 PERMANENT SEEDING PS PS t1.0 AC. 3.36 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— / _x_ \ ��\ 11 11 IIII ,1 \ c\\ \\�\11III11 111 ,11 _ 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 ClWMERCIAL PARCEL USE: VACANT COMMERCIAL LAI I \ GRAPHIC SCALE IN FEET 0 15 30 60 1"=30' W Q 0 OIz O M N r7 N LZQ z O !n O �o Q O N OU DO co nEDO O . a c n Ir Z N co I I z— O } W of7 J O_!n � W w0� Y Y J N 3 0 �J N O0O 0 r "7 J� RYA PERKINS LIC. No. 046565 I2/10/2-mI ~ N 0 O U cn � O Lnn 0 00 cn m m Q m Q 0\ o 0 w S N o 3 U Y ¢ v ¢ w (U/l O O U 0 N Z Q w N W Lu I'Z W W u O r� U W V J Q Ld m J Q SHEET NUMBER CE-102 PROJECT DESCRIPTION 0 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 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 0 DESCRIPTION CATEGORY: GENSOIL 3 'o MANOR: 85 PERCENT D n ° THE MANOR COMPONENT MAKES UP 85 PERCENT OF THE MAP UNIT. SLOPES ARE 15 TO 25 J Q ° PERCENT. THIS COMPONENT IS ON INTERFLUES, PIEDMONT UPLANDS. THE PARENT MATERIAL - CONSISTS OF RESIDUUM WEATHERED FROM QUARTZ MICA SCHIST. DEPTH TO A ROOT RESTRICTIVE `o LAYER IS GREATER THAN 60 INCHES. THE NATURAL DRAINAGE CLASS IS WELL DRAINED. WATER o MOVEMENT IN THE MOST RESTRICTIVE LAYER IS MODERATELY HIGH. AVAILABLE WATER TO A DEPTH OF 60 INCHES (OR RESTRICTED DEPTH) IS HIGH. SHRINK -SWELL POTENTIAL IS LOW. THIS SOIL IS NOT FLOODED. IT IS NOT PONDED. THERE IS NO ZONE OF WATER SATURATION WITHIN A - `o DEPTH OF 72 INCHES. ORGANIC MATTER CONTENT IN THE SURFACE HORIZON IS ABOUT 2 Z = PERCENT. NONIRRIGATED LAND CAPABILITY CLASSIFICATION IS 4E. THIS SOIL DOES NOT MEET o HYDRIC CRITERIA. n v MAP UNIT: 91-URBAN LAND DESCRIPTION CATEGORY: GENSOIL 3 URBAN LAND: 85 PERCENT 1) j s GENERATED BRIEF SOIL DESCRIPTIONS ARE CREATED FOR MAJOR SOIL COMPONENTS. THE URBAN '3 LAND IS A MISCELLANEOUS AREA. FOR MORE DETAILED SOILS INFORMATION, SEE THE FINAL ECS GEOTECHNICAL REPORT. CRITICAL AREAS m o c o ° LOCATIONS OF "STEEPS SLOPES -MANAGED" AS IDENTIFIED ON ALBEMARLE COUNTY GIS HAVE BEEN INCLUDED L ON SHEET CV-101. g C J ° PERMANENT STABILIZATION 0 ° o PERMANENT STABILIZATION SHALL BE PROVIDED BY THE SITE CONTRACTOR AND WILL BE ACHIEVED WITH 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. L p ° SOIL STOCKPILE NOTE a o NO SOIL STOCKPILES ARE ANTICIPATED FOR THIS PROJECT. HOWEVER, IF ONE IS NEEDED, AN AREA IS ° DESIGNATED ON SHEETS CE-101 AND CE-102. y o N o O EROSION CONTROL MEASURES THE FOLLOWING EROSION CONTROL MEASURES AS SHOWN ON THE EROSION CONTROL PLAN SHEET(S) OF THE SITE PLAN WILL BE USED FOR THIS PROJECT: a 3.02 TEMPORARY STONE CONSTRUCTION ENTRANCE - A STABILIZED STONE PAD WITH A FILTER FABRIC D E UNDERLINER WILL BE PROVIDED AT THE PRIMARY CONSTRUCTION ACCESS POINT. THE PURPOSE OF THIS ° PRACTICE IS TO REDUCE THE AMOUNT OF MUD TRANSPORTED ONTO PAVED PUBLIC ROADS BY MOTOR °c o VEHICLES OR RUNOFF. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WALL PREVENT TRACKING 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 n TRACKED FROM VEHICLES ONTO ROADWAYS OR INTO STORM DRAINS MUST BE REMOVED IMMEDIATELY. THE USE 3 OF WATER TRUCKS TO REMOVE MATERIALS DROPPED, WASHED, OR TRACKED ONTO ROADWAYS WILL NOT BE `o PERMITTED UNDER ANY CIRCUMSTANCES. v 3.05 SILT FENCE - A TEMPORARY SEDIMENT BARRIER CONSISTING OF A SYNTHETIC FILTER FABRIC STRETCHED 1 0 ACROSS AND ATTACHED TO SUPPORTING POSTS AND ENTRENCHED WILL BE PROVIDED AROUND MUCH OF THE o SITE PERIMETER AND PARALLEL TO SLOPED AREAS. THE PURPOSE OF THIS PRACTICE IS TO INTERCEPT AND Y c° DETAIN SMALL AMOUNTS OF SEDIMENT FROM DISTURBED AREAS DURING CONSTRUCTION OPERATIONS IN ORDER ° TO PREVENT SEDIMENT FROM LEAVING THE SITE. SILT FENCES SHALL BE INSPECTED IMMEDIATELY AFTER EACH Y o RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL. ANY REQUIRED REPAIRS SHALL BE MADE a IMMEDIATELY. CLOSE ATTENTION SHALL BE PAID TO THE REPAIR OF DAMAGED SILT FENCE RESULTING FROM E 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 SHALL BE REPLACED PROMPTLY. SEDIMENT DEPOSITS SHOULD BE REMOVED AFTER EACH STORM EVENT. THEY n MUST BE REMOVED WHEN DEPOSITS REACH APPROXIMATELY ONE-HALF THE HEIGHT OF THE BARRIER. ANY SEDIMENT DEPOSITS REMAINING IN PLACE AFTER THE SILT FENCE IS NO LONGER REQUIRED SHALL BE DRESSED Y TO CONFORM WITH THE EXISTING GRADE, PREPARED AND SEEDED. v o 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 SYSTEMS PRIOR TO PERMANENT STABILIZATION OF THE DISTURBED AREA. THE STRUCTURE SHALL BE t INSPECTED AFTER EACH RAIN AND REPAIRS MADE AS NEEDED. SEDIMENT SHALL BE REMOVED AND THE TRAP RESTORED TO ITS ORIGINAL DIMENSIONS WHEN THE SEDIMENT HAS ACCUMULATED TO ONE HALF THE DESIGN E E DEPTH OF THE TRAP. REMOVED SEDIMENT SHALL BE DEPOSITED IN A SUITABLE AREA AND IN SUCH A MANNER THAT IT WILL NOT ERODE. STRUCTURES SHALL BE REMOVED AND THE AREA STABILIZED WHEN THE REMAINING DRAINAGE AREA HAS BEEN PROPERLY STABILIZED. v n v 3.08 CULVERT INLET PROTECTION - A SEDIMENT FILTER LOCATED AT THE INLET TO STORM SEWER CULVERTS J ° THE PURPOSE OF THIS PRACTICE IS TO PREVENT SEDIMENT FROM ENTERING IN, ACCUMULATING IN AND BEING Q o TRANSFERRED BY A CULVERT AND ASSOCIATED DRAINAGE SYSTEM PRIOR TO PERMANENT STABILIZATION OF A 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 �6 E MEASURES TO BE INEFFECTIVE OR IN NEED OF REMOVAL. N 3.09 TEMPORARY DIVERSION DIKE - AN EARTHEN BERM CONSTRUCTED ALONG A SLOPE TO DIVERT WATER INTO z OR AWAY FROM SEDIMENT TREATMENT DEVICES. DIVERSION DIKES SERVE TO COLLECT SEDIMENT LADEN WATER o AND DIRECT IT TO APPROPRIATE SEDIMENT TRAPS OR BASINS, AS WELL AS TO PREVENT CLEAN OFFSITE n o WATER FROM RUNNING OVER DISTURBED AREA AND BECOMING SEDIMENT LADEN. �J - a 3.13 SEDIMENT TRAP - A TEMPORARY PONDING AREA FORMED BY CONSTRUCTING AN EARTHEN EMBANKMENT r 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 w J 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 3 ° 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 .� LONGER THAN 14 DAYS AS PER MS-1. THE PURPOSE OF THIS PRACTICE IS TO PROVIDE PROTECTION TO BARE ° SOILS EXPOSED DURING CONSTRUCTION UNTIL PERMANENT VEGETATION OR OTHER EROSION CONTROL MEASURES CAN BE ESTABLISHED. Y o 3.32 PERMANENT SEEDING - THE ESTABLISHMENT OF PERENNIAL VEGETATIVE COVER ON DISTURBED AREAS BY n n PLANTING SEED WILL BE PROVIDED AS SHOWN ON THE LANDSCAPING PLAN. PERMANENT SEEDING SHALL BE Y °d APPLIED TO DENUDED AREAS WITHIN SEVEN DAYS AFTER FINAL GRADE IS REACHED AS PER MS-1. THE a° co PURPOSE OF THIS PRACTICE IS TO REDUCE EROSION AND DECREASE SEDIMENT YIELD FROM DISTURBED AREAS n AND TO PERMANENTLY STABILIZE DISTURBED AREAS IN A MANNER THAT IS ECONOMICAL, ADAPTABLE TO SITE s CONDITIONS, AND ALLOWS SELECTION OF THE MOST APPROPRIATE PLANT MATERIALS. � 5 3.36 SOIL STABILIZATION BLANKET AND MATTING - TO BE INSTALLED AS DENOTED ON THE PLANS. THE 3 PURPOSE IS TO AID IN CONTROLLING EROSION ON CRITICAL AREAS BY PROVIDING A MICROCUMATE WHICH n s PROTECTS YOUNG VEGETATION AND PROMOTES ITS ESTABLISHMENT. 0 0 3.38 TREE PROTECTION: PROTECTION OF DESIRABLE TREES FROM MECHANICAL AND OTHER INJURY DURING y LAND DISTURBING AND CONSTRUCTION ACTIVITY. ENSURE THE SURVIVAL OF DESIRABLE TREES WHERE THEY o WILL BE EFFECTIVE FOR EROSION AND SEDIMENT CONTROL, WATERSHED PROTECTION, LANDSCAPE ° BEAUTIFICATION, DUST AND POLLUTION CONTROL, NOISE REDUCTION, SHADE AND OTHER ENVIRONMENTAL n BENEFITS WHILE THE LAND IS BEING CONVERTED FROM FOREST TO URBAN -TYPE USES. p o 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. / 1,000 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 htp:/Iwww.der.state.va.us/sw/e&s.htm#pubs SEDIMENT TRAPS Wet Storage Dry Storage E E N � �^, 0 E O o; N 0 m a N a7 L N 0 O>i rn -Q.-. a 0 o .-. �.-. a o 0 a ° E�} Evr "ti E � 2>_ E -o � w 44'i -' a .� o -0 .� -o C x 0 O 0 7 7 7'> 0j .- 7 5 7'> Nu O( °°W a Q a �J E...i F O O� = 0 0 7 N O� 7 6 07 4) a- a w a Q >of� �d� w ��� � L 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- ----- 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 CI 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 LENG W 6 X FEE RAIN EI AREAT (IN AC.) ti } 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 �--' �`--� AC_S 33"=SM-.2A AS'HALT110P. COURSE' 7% PAVEMENT -5" MIN. 21A AGGREGATE BASE STONE-- 70' MINI. CONSTRUCTION ASPHALT -PAVED ACCESS WASHRACK] EXISTING 2% L r 2% PAVEMENT] 12' M;N.;] -- 'MUST EXTEND .FULL, WITH �- �POSITIVE DRAINAGE E OF INGRESS LAND, EGRESS CnDF OPERATION TRAPPINGDEVICE; FEU 12 AAIN;- POSITIVEDRAINAGE') TO SEDIMENT 1 RA -PING ]DE�ICE FILTER CLOTH-"- SECTh Al_nriuitntun water tap of -inch Dlust be histalled with a ummmun:I etch ballcock s attoff vilve s1lp�yviR a w'asliTiose whth a diametek p 1 �cheH&x_p&equate l (constant presstue -Wash wateFmust be carried awayfrorn the enbrapce to am, approved setting area to remove sediment. All seduueut shall be prevented from entering storm drains, ditches or watercou ses,, 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 ofz O M N r� N LZQ z< 0 Vo LL1z QO U N C) 0(-) DO GOE DO p U a o n z of Z N co z-0w o7 J o_N � w0O3 Y YJ N3 0 N� O00 0 "7 v� RYA PERKINS LIC. No. 0n/4J6/5M/6_5 I2/IO/' V z m :E d N 3: O m U V) m O� LLI O O Ln 0 00 � \ O > m a� Q O Q r 0 o Z m o W N Z ¢ Y ¢ v w U Ul w O D O S U U) LLJ W F--- J_ OQ Z `^^ ULu V i 0 06 LLI 0 0 Z Q LU L.L N W Lu ~ z LU W Z Z U O r^ U W V J Q W m J Q SHEET NUMBER CE-501 0 0 0 a 0 0 x i v 0 Y 0 T 0 ° 0 0 3 a N c 0 a ° C O x T E c 0 0 a ° 0 0 3U O n N ,j `o — r z ° z ° J C 3 N 0 n 0 y 3 J C ° � 0 v 0 � o o _ r 0 o :J v u c c m c U � N a ° a a E 0 -o T o V 0 U 0 U o v o' I � B ° � n v v n � o � 3 � L YJ s n 3 h `o > C Y ° ° YN O FL E n a U a � N � L `o N_ V O ° E N U - U v Q O L, 0 �s n N 'J C z ° ° n - S� C � E N r U :J v ° 0 a o O � J � N ° o ° y c ° 0y n a v ° c N O � 0 n ° 5 m 5 � 3 �L .0 0 0 J 0 E n � 0 p o or � WIRE SCREEN 1 RUNOFF WATER WITH SEDIMENT OVEF -CURB INLET 4� R.•.,-raw... III —III- I I- SEDIMENT "-I —III= = I[ -II 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 �111 ri ;.., J. u• Tiff ;l- At RUNOFF WATER WITH SEDIMENT "-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 FILL SLOPE SECTION SOIL STABILIZATION MATS SHOULD BE INSTALLED VERTICALLY DOWNSLOPE FOR BEST RESULTS. IQE 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' 2' DIRT SHALL BE TAMPERED PRIOR TO LAYING TOP LAP OVER BERM TRENCH INTO BERM AND PROGRESS DOWNSLOPE SLOPE LINING (DRY SLOPE)_ F\�,1P'Bo 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-3: 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. ��il.�I�1���9�i]�H���:Zel���y�i]:i�1:Zel�Y•7_1���i'G�y�ln[el�y�:Z•P.II:3���� 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. w Q 0 V) z 0 > w o' 0 M N N LZQ z, O Vo z � Qo U N 0 OU Cc co U a o z 00�o Q I Z— O r w Of 7 1 J O_ U1 W w�U3 Y _ 3: Y J N 3 0 pJ N O 0 i RYA PERKINS L1C. No. 046565 12/10/202l z m :E m N 3�. O m U V) of Of O O � L�jNccn 000 \ 0 > 'm a� Q O Q r a \ z w N CD z Y ¢ v ¢ w (U/l O O U 1!LA Z I11 L.L N W WW I'z W O U w n/ LL V J D_ Q w m J Q SHEET NUMBER CE-502 C > m SITE LEGEND w 0 a GRAPHIC SCALE IN FEET o 0 15 30 60 GREENBRIER DRIVE TURN LANE + + + + + ASPHALT PAVEMENT +++++++++++++++ C O O 1" - 30' a WAWA ASPHALT PAVEMENT :.............................:. v............................... E SEE SECTION ON THIS SHEET y ................... .. .. .. .. .. .. O y CONCRETE SIDEWALK SEE SHEET CS-501 z o 5 STANDARD DUTY CONCRETE ` w SEE SECTION THIS S° °d < ° a a N HEAVY DUTY CONCRETE ° ° SEE SECTION THIS SHEET MILL AND OVERLAY d z a / c ' VDOT STD. CG-6 O / / ' SEE SHEET CS-502 N / / M / SPILLING CURB/GUTTER �� �a y / �' /' SEE SHEET CS-502 Z> T / //' Wo // Qp ° / / MILL AND OVERLAY EXISTING THRU AND BIKE LANE / /' / /' U= N a (SEE WP-2 ON SHEET CS-501) / /' �/ 0c) Cc o cn TIE INTO EX. CURB// SITE PLAN NOTES �\ co ' Z o AND GUTTER /' /� oo ° TIE INTO E SIDEWALK / / �' � �' 1. ALL CURB RADII ARE 5.0' UNLESS OTHERWISE NOTED. o / z- o w V 0'7 N J / P. / ��' 2. ALL DIMENSIONS ARE TO FACE OF CURB UNLESS OTHERWISE NOTED. oN E 8 cl�zY 3. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLING ALL STOP w0 0 SURFACE MOUNTED HANDRAIL / ��` - x,�---�'-----/'/ SIGNS, DIRECTIONAL SIGNS, AND STRIPING SHOWN ON THE PLANS. �■ �_� a (SEE DETAIL SHEET CS-502) R30.0' x i rr A 3 / 5 1 /� x / - 4. TWO COATS WHITE TRAFFIC PAINT (4" MIN. WIDTH) REQUIRED FOR N3 VDOT STD. CG-12B x R1-1 STOP SIGN WITH STRIPING � (VA) CHARLOTTESVILLE-1165 PEPSI PLACE, LLC PAVEMENT STRIPING EXCEPT TWO COATS BLUE TRAFFIC PAINT o0 a 00 3g4' •TYPE B, CLASS I, WHITE, / x (SEE SHEET CS-501) D.B. 4722 PG. 213 NJ 5 BIKE LANE STRIPING 4" WIDTH, SOLID LINE k x x x x / D.B. 2359 PG. 589 (PLAT) SHALL BE USED FOR ACCESSIBLE PARKING AREA (18" LETTERS, 2" ■ p� Q .y (SEE PM-6 DETAIL SHEET CS-503). x x x x x x / /�PQ kg0�y PARCEL ID: 061 WO-02-00-002BO PAINT STROKE). o Y TYPE B, CLASS I, WHITE, x x x x x \Q. ZONED: C-1 COMMERCIAL o w E v x x x - ENTRY/EXIT DIRECTIONAL`' �GSG PARCEL USE: CONVALESCENT HOSPITAL 5. PROPOSED CONCRETE PADS TO HAVE 1 FT X 1 FT CHAMFERED _ELONGATED ARROW (TYP.) x n 'o x x x R30.0 :..::'.(:'.. / SIGNAGE (TYP. OF 2) 0N N`L°' CORNERS. PROPOSED >• x x x x VDOT STD CG-12B / (UNDER SEPARATE PERMIT) F 5 RIGHT-OF-WAY o_ x y 5' CONC. SIDEWALK xl�1 x 1 1 "�'�°P�� 6. THE BUILDING STREET NUMBER IS TO BE PLAINLY VISIBLE FROM J o (SEE SHEET CS x _i (APPROVED UNDER }� p n c x x 'o x o 1 MONUMENT SIGN o THE STREET FOR EMERGENCY RESPONDERS. F,>.TH 0+y, TYPE B, CLASS I, WHITE, x x x x x x :�: : : SEPARATE PERMIT) PECK G� G p GQ -4" WIDTH, 2' LINE WITH 4' SPACING x x x O' 1 0;JdN\� (2) 22K GALLON UNDERGROUND STORAGE TANKS x x ,p00. :''�O' CROSS ACCESS WILL BE PROVIDED THRU A RECIPROCALy 7. ALL LIGHTING TO BE INSTALLED 5' BEHIND CURB AND CENTERED ON •� N v x x x :: - PAVEMENT STRIPING UNLESS NOTED OTHERWISE. rU (1) 20K GALLON UNDERGROUND STORAGE TANK x x x / EASEMENT RECORDED PRIOR TO PLAN APPROVAL V RYA PERKINS y o • • R32.5' : VDOT STD. GR-2 GUARDRAIL $ LIC No 046565 g TIE INTO EX. CURB NORTHING: 3913109.74 x x . TYING TO EXISTING CURB/GUTTER: THE EXISTING PAVEMENT SHALL b a AND GUTTER ?EASTING: 11487487.53 5' CONC. SIDEWALK NORTHING 3912810.87 `1� I2�10�2m1 Q E / /� (SEE SHEET CS-501) FASTING. 11487933.46912818BE NEATLY SAWCUT AND REMOVED FOR A DISTANCE OF 2'0" FROM p EXISTING ADA _ '100.0 R13.5' 1-1 R1-1 STOP SIGN WITH STRIPING (TYP.) 00 L RAMP TO REMAIN VENT STACK WITH S56Rl3.5' "E 20' PUBLIC DRAINAGE ::'.` 536.82' (SEE -501) 10 LANDSCAPE SETBACK RHO.FACE 0 THE CURB AND 2'0 FROM THE EDGE OF THE CURB AND ° - - - - REMOTE E-STOP - EASEMENT �. _ _ _ T CS _ _ _ _ _ _ GUTTERANDTHE SUBGRADE, BASE COURSE, AND PAVING U fONAT. SHEET `o NORTHING: 3913102.99 9.38 • VARIABLE WIDTH SWM FACILITY EASEMENT REPLACED WITH NEW PRODUCTS. aci 0 FASTING: 11487450.94 (TO BE PAINTED BROWN) 60 : •:�:.:-.:.:-.:_:.;..:..21 °ro • 2 9. REFER TO FINAL GEOTECHNICAL REPORT FOR FINAL PAVEMENT � m m v U U V) Of • SIGN TO SAY "EMPLOYEE ONLY N o' TIE INTO EX. CURB .:� �.. .. R50.0 :C'.�:�:�:�:�:�:.�: .�:-'.�:�:��:-:�:�': - U .-..-.. / k, :�:•. 1 a - "o :::'.:.: OVERFLOW PARKING FOR THE w O = ... I� -.. a SECTIONS. o AND GUTTER / : 10.0' :•:•: : : : : : : R29.0': . O >. R50.0':Ln .-: '.:::::: '. • BIKE RACK �' N 0 w + ' ao . :.+.:: ... •.(TYP.).:::�:::�:::�::: .�:.�. �-.'a •.�:�:�:�:�:�:�. LAURELS REHAB FACILITY" O � } ° - •:•• -N;,,•_- i��.-.-.-. o.:.:(SEE DETAIL SHEET CS-502)::-. �. .•: :.:.:. :.::.: 10. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLING ALL STOP m Lr) m m ui I.-..-.•. Q O a r cv : R12.0' SIGNS DIRECTIONAL SIGNS AND STRIPING SHOWN ON THE PLANS. o o m F w m n 4 : > .' . - - - - •- ;--. - ;--. "J o - +" VDOT STD. CG-12B 48 BLACK ORNAMENTAL FENCE Q �"� \ Z Z w . :•:•'• ::R5.0': VDOT STD. CG-126.: w Y SEE DETAIL SHEET CS-502 = cN 3 0 •.. ( ) , 0 3 , �; .:::::::::::::::: : � .. ... ?'. �_-. .::...•.:�;_. - ...-:� o. ;_',�. ;:,,�. - 11. EQUIPMENT FROM THE ENTRANCE Y � � a N a w 10 LANDSCAPE SETBACK ... � I .�.�.�. �. �.o VISIBILITY OF ALL MECHANICAL EQ w .. n :R37.5' ::::: :I�- � r' .��R1.0.0':'.::�'.�:�: CORRIDOR SHALL BE ELIMINATED. s o 5 CONC. SIDEWALK ®: ®• •'®. :. ■ ■. R5.5'.:: '.:' o WITH 2' BUFFER STRIP I . �I:':•:•:•::'.:::'.,• , ..-(": O .. o- , e.. >• Y 12. THE 20 PERIPHERAL PARKING LOT SPACES PROVIDED WITH THIS I� 3 W N r•:': SEE NOTE 12 N M `• •'` .!- - ' �': o n DEVELOPMENT ARE INCLUDED AS PART OF A SHARED PARKING o N I v N . 81.0 '. a. AGREEMENT BETWEEN PARCELS 061W A- 0100 AN ` O :�35.0... � 3 0 .• ::20.0.'CEL 0 020 0 D I� o„ am o^ 061W0-02-00-002B0. ti k::::: PROPOSED LIGHT TYP. �. o - 7 2.26 ACRES ( ) .: =.-.•+20.0-.-.25.0'.�:�:�:�20.0''.�'�:�20.0'�:�'�:�:�'.:'.�40.0'�:�:�::::'•:�20.0'': :.o.: W50-FB-VA 10 N -,.:-. 6.049 SF o a VDOT STD. CG 12B . . . . , . . . . 7 W I . . \ :. 11 „AIR PUMP PARKING ONLY" SIGN h o 2 . �.. .' .. .. ! 'L-.-..-...,o .1'. FFE: 457.05 -`:: -' •" .: -: ..-.-.•.•.•.'.'.'.'...'.'.'.'.'.'.'.'.'.' 7 a [ti F • 2 2 \ '. - -. �' _ • 7.:. SEE SHEET CS-502 ` Q 7 . . • - 48 WAWA SPACES s S C S _ :'o� � o� in N - y'. :j. '. 1 n W 7 :. :.:. :. : � � - 6" AIR ENTRAINED PORTLAND CEMENT • - ... : � :06:: AIR STATION ON 4'X3' � C'/ - ° `l ,.. -- � •- - - � � L�:�-.��.�: � r':.,: .-,. _. a .�:' " .'.� �y '.'. •�.. .- �� CONC. PA WITH I= w � MONUMENT SIGN .. 0 18.0' - : 24.0'':' 18.0'' D O CONCRETE W/ A MIN. FLEXURAL ° 4JN R25.0' I \ :- -:-off J o �"�� w APPROVED UNDER YY� ';:•.:.,.o :R4.5'.'::' BOLLARDS TYP. OF 2 O STRENGTH OF 650 PSI AND MIN. 28 DAY �. . A'l Y Ct y COMPRESSIVE STRENGTH OF 4 000 PSI I :' :':' • . � �- . ` SEE SHEET CS 502 :SEPARATE PERMIT). .. •. � ..'� _ -. - ( ) 1 , e t G_ �'-�-'• s--� •. -,®•ACCESSIBLE PARKING STRIPING (TYP.).: i ^'-' OEM .-00 Y 0 65.T 12.0 : R3.0',..'. .'. rn n t) Q V U :PROPOSED 20' : • ' (SEE SHEET CS-501) :: : R4.5'::- a • " :UTILITY EASEMENT \ - - - - - _:� N - w �' .:: ,: W MOUNTABLE CURB WITH ii H nt\ ACCESSIBLE PARKING SIGN (TYP.). .:..'.1'..'.:'.':' I ,- o0 0 - --- (SEE SHEET CS-501) :'.STAMPED CONCRETE (TYP.)q:: :.o' _. NO PARKING SIGN R8-3A SEE SHEET CS 501 w . .::: 10.0' .':''. ._ Lo M . : R5.5' .::::::::::' '.:::::: .a . ( ) 10.0' (SEE SHEET CS 501) p m 07 0] ..'O 'r R10.0' O.. . TYP. . . . . . . . . . . . . . . . . . . . . . . . . . o o :.:.:. .:.:.:.:.:.:.o :.:.:. :.:.:.:. 6" CONCRETE PIPE .:::::- :: .:. . . . . . . . •. :.:.:.:.:.:.:.:.:.:. .: DESIGNATED - - - - - - o CARDBOARD DUMPSTER I =1 III=1 1=III=III=III=III=III= :-:-:-:-:-:N BOLLARD (TYP.)::::: R10.0' ::•o :::'.:::'. .'R10.0'::: _ TURNAROUND SPACE NORTHING: 3912668.23 - - - - - - VDOT STD. CG-11 (SEE ARCH. PLANS) III -III III -III -III -III -III -II N (SEE SHEET CS 501)'. : : :-:•: :-'. . .-.-.-.-.-.•. 8 FASTING: 11487832.09 R1-1 STOP SIGN WITH STRIPING : : R50.0':: :: ::::::: 6" VDOT TYPE I, 21A DENSE GRADED a (SEE SHEET CS-501) R15.0'�r ° _ _ _ \ SUBGRADE UNTREATED STABLE AND COMPACTED TO A v ° o R50.0' n X O' DRY DENSITY OF AT LEAST 95% OF THE SOIL'S MILL AND OVERLAY EXISTING THRU LANE - 8• =�R40.0' _ _ _ _ p0 RESTRIPE PAVEMENT MARKINGS AS 7 562.4 F� STANDARD PROCTOR MAX. DRY DENSITY (ASTM o ENTRY EXIT DIRECTIONAL LIGHT POLE TO BE ALIGNED WITH STRIPE FENCE MEANDERS ) NECESSARY n � R13.0' / AND SET AT BACK OF CURB TO ENSURE D-698 TO A DEPTH 12" BELOW SUBGRADE E (SEE WP-2 ON SHEET CS-501) �\� SIGNAGE (TYP. OF 2) IT IS LOCATED ON WAWA PROPERTY ALONG P/L ELEVATION. eG�p J�0 (UNDER SEPARATE PERMIT) EXISTING EAD ELECTRIC OHLINE SHED (SEE ARCH. PLANS) STANDARD DUTY w �t �OQI�6l I NORTHING: 3912981.34 ,° EXSTING: 11487364.91 I JA-ZAN LIMITED PARTNERSHIP z o�F� I EXISTING OVERHEAD D.B. 1134 PG. 536 CONCRETE SECTION Q ° ��' I ELECTRIC POLE DUMPSTER AND SHED MASONRY ENCLOSURE SHALL BE I D.B. 779 PG. 401 (PLAT) FUEL CANOPY, BLDG. PARKING, AND DUMPSTER PAD i o TIE INTO EX. CURB A HEIGHT OF 8' AND MUST BE CONSTRUCTED OUT OF PARCEL ID: 061 WO-02-00-00200 w _ AND GUTTER ARCHITECTURAL BLOCK TO MATCH THE BUILDING ZONED: C-1 COMMERCIAL Q MASONRY (SEE DETAIL ON SHEET CS-503 AND ARCH. PARCEL USE: VACANT COMMERCIAL LAI 5' CONC. SIDEWALK r PLANS FOR ADDITIONAL INFORMATION) I 8" AIR ENTRAINED PORTLAND CEMENT Q w RMD PROPERTIES, LLC I CONCRETE W/ A MIN. FLEXURAL STRENGTH OF 650 PSI AND MIN. 28 DAY oa COMPRESSIVE STRENGTH OF 4,000 PSI N D.B. 2217 PG. 191 2.0" SM-9.5A D.B. 407 PG. 55 PLAT) BITUMINOUS TACK COAT 4.0" BM-25.0 N PARCEL ID: 061 W0-0-OA-00200 ZONED: C-1 COMMERCIAL 7 ° PARCEL USE: MARKET Q 11 1 L Y .. ... ui W w z ° =1 I -I=1 I I=1 1=1 11=1 I �I 11=1 1=_ 11=1 I I 11=1 1=1 11=1 11=1 1=1 LL n = I I III=III-III-III=III-III-I 6" VDOT TYPE I, 21A DENSE GRADED O O c 6" VDOT TYPE I, 21A DENSE GRADED UNTREATED AGGREGATE BASE C ^J 5 UNTREATED AGGREGATE BASE SUBGRADE - STABLE AND COMPACTED TO A v J 0 3 SUBGRADE - STABLE AND COMPACTED TO A DRY DENSITY OF AT LEAST 95% OF THE SOIL'S n s DRY DENSITY OF AT LEAST 95% OF THE SOIL'S STANDARD PROCTOR MAX. DRY DENSITY (ASTM 0 o STANDARD PROCTOR MAX. DRY DENSITY (ASTM D-698) TO A DEPTH 12" BELOW SUBGRADE W D-698) TO A DEPTH 12" BELOW SUBGRADE ELEVATION. m Y ELEVATION. J E WAWA ASPHALT PAVEMENT SECTION HEAVY DUTY Q DRIVE AISLES TRUCK ROUTES CONCRETE SECTION SHEET NUMBER 0 s UNDERGROUND TANK PAD CS-101 0 O Q 0 0 T N E Y O T d 0 r 3 0 N U C N ° ° 0 N N Q c 3 ° v E o J = � w �E � Y Z z o J o 1 a ° J ° Z Q -o o O 0 = N 0 H ° V C I � n .. J 3 N .. N O N y L . N 3 o O � - v E <� Q O � N N r n o � o �v u c ° C � O T v V o « ° 3 o ° L I ° 0 v � m 0 v 0 c v N ° n I � a JJ N n ° � 3 h 1 U J 3 I 0 y v u C n v y N 0 U � n J P U N y a � N y 0 UJ T n c E o m � U m N � 'J C y J N Y � 1 '> N Z O Q J � 1 v E Z Q c_ n C � O - o � c J) � U V � n v 0 a o N O � J � N O � Y c ° � Y n a v C N O L U n N 5 c m 5 � 3 .. v �s .N 0 0 U C N nE U or e / / / / 0 I / SET (VA) CHARLOTTESVILLE-1165 PEPSI PLACE, LLC D.B. 4722 PG. 213 i 10+00 D.B. 2359 PG. 589 (PLAT) / �PQ k90�y PARCEL ID: 061WO-02-00-00280 R\Q' 1ST\G 9y� ZONED: C-1 COMMERCIAL � p PARCEL USE: CONVALESCENT HOSPITAL e Ati /� DECK 13 0 r }0 � 13+35 • SIGHT DISTANCE LEFT GREENBRIER DRIVE HEIGHT OF OBJECT 456 456 w ✓i 452 as' - - - - - / 452 _ _ I / 448 HEI HT OF EYE / / 448 / EXIS G GRADE 444 / 444 H / / PROPOSED GRAD 440 440 438 438 O `0 n N 10+00 GRAPHIC SCALE IN FEET 0 20 40 80 11 +00 12+00 SEMINOLE TRAIL U. S. ROUTE 29 (VARIABLE WIDTH PG. B.291 D.B. 307 PG. 133 - S.H.P.B. 1 PG. 228 D.B. 307 PG. 475 - S.H.P.B. 1 PG. 232 m 14+65 14+00 13+00 11+00 u ti Ed 13+00 L1 464 SIGHT DISTANCE RIGHT GREENBRIER DRIVE GRAPHIC SCALE IN FEET 0 20 40 80 448 HEI HT OF EYE C3 444 ° 444 M \ PROPOSD GRADE \ 440 \ m� 440 a \ 436 EXISTING G ADE 436 ♦ \ HEIGHT OF JECT \ 432 \ ♦ 432 13 ♦ 428 428 424 424 o rn N 10+00 11 +00 12+00 SIGHT DISTANCE LEFT SEMINOLE TRAIL 13+00 2 GRAPHIC SCALE IN FEET 0 20 40 80 HORIZONTAL 464 HEIGHT OF OBJECT SIGHT DISTAN 465 w s 460 N 460 / EXISTING GR DE �" 456 456 " PROPOSED GRADE 452 452 450 450 Gu rn Lo In In 't't 10+00 11+00 12+00 13+00 14+00 GRAPHIC SCALE IN FEET 0 20 40 80 HORIZONTAL 2 w Q 0 O M N N L, ZQ z, O In o LLJ Z Qo U N 0 OU m CnE O U Q o n z Of 00 O c Q Z- O } w Of 7 p J O_ U1 � 0 W w�0 Y Y J E N 3 O (14 O 0 O O r "7 v� RYA PERKINS LID. No. 046565 I2/IO/-mI Z m :E d N 3: O m U V) m OY Ld O O Ln 0 00 H In m m IZL Qo a > Q I`7 Z S N CD Z 3 V Y Q U) Q w U Ul w O 0 O = U W uJ U J Z L.L Qp v / 0 Ax 2 Z J � 0 0� Z Q L1� 1..�1 N m W Z w W O O U n/ LL r� V w J Q Ld m J Q SHEET NUMBER CS-201 6 C N N O O m Q U O O x T v Y 0 Y 0 0 r 3 a 0 N O c N 0 m Q O E 0 x T v E n c 0 0 a O 0 C 0 0 O C 3� v n 3 J O � 5 � 3 w.. — C n E D V n °o I m J L ill C O L in o c . 0 a: n a o :J a E L � n c C 0 T o t N 0 W o� D 0 Y n 0 2 0 m I 3 � L � 0 � s 3 3 0 0 ru t .. c I 0 p n r) C � O m N o > a J � I a Y '0 N a Y y N L E O C p O S� C N � C v - U m V '- _ ai � N n L o U N E n N in Q C — O w � O — C r n a, I � n m 3 a 0 in O � J 6 N N O � L U y c 0 0 n a N C a 0 � 0 n N 5 Wy � 3 �L 0 0 E n 0 0 p o or 0� Center of Bollard }' Plastic Cow 9" Min. From by Ideal Shield Edge of Pour ALL COVERS TO BE WHITE 6' Sch. 6o Face of Sidewalk Steel Pipe Neoprene Tape Adjacent Sur/oce 10" Schedule 40 " PVC Sleeve Cut 1" Below Finished Sdewalk Elewtian Concrete Encasement Concrete K: Subbase Varying Thickness 6" Compacte Pea Gravel Betl Subgrade Pea Gravel Auger Bore CONCRETE AREAS }" Plastic by Ideal ALL COVERS TO BE Ban. 80 eN Pipe Neoprene Tape IV Schedule 40 PVC Slew Cut Flush WIN Flnlsh Bituminous Elevation Subgrade 6" Compacte Pea Gravel Betl Pe Orions IAuger g. 8. BITUMINOUS AREAS 6" Sch. 60 Steel Pipe }" Plastic Cover by Ideal ShiN Neoprene Tape ALL COVERS TO BE WHITE IV Schedule 40 4" Topsoil PVC Sleety Cut r__/Flush Mth Topsoil Subgrade 6" Compocte Pea Gravel Bed Pe Growl .h Ise" —I Auger a. LANDSCAPED AREAS O RESERVED PARKING PENALTY t250 FlRSr OFFENSE PVC Slew Cow Embedded Out t' Balm }' Into Sealant Finished Elevation 1' SIKAFLEK IC SL Sealant 11111111111M." wls/ S' Nan —Shrink meal Grout . Pea pawl e' Bch. eo Stall Pipa GENERAL DETAILS AND CAULK/GROUT DETAIL FOR CONCRETE AREAS cow Embedded }' Into Sealant P SIKAFLU 1C SL Sealant PVC Sew Cut Flush WIN finish Elevation of Bituminous/Topsoil .. Y I I =I 4" Topsoil -C �..: 1w r +w Concrete Encasement Poured Flush To Subgrade 3" Non —Shrink Grout BITUMINOUS LANDSCAPED CAULK/GROUT DETAIL FOR LANDSCAPED & BITUMINOUS AREAS TYPICAL DETAIL NEW CONSTRUCTION NO SCALE FASTENED WITH ACORN NUT E S E R V E D LEGEND AND BORDER - GREEN BACKGROUND - WHITE PARKING SIGN SHALL BE (12'X18') F& WHITE SYMBOL ON BLUE BACKGROUND FASTENED WITH ACORN NUT V A N LEGEND - GREEN BACKGROUNDWHITE (RETROFLECTIVE) PRDVID ESSI (REQUIRED S(R7-8a) ACCESSIBLE X6E)VAN WHERE N LD ? ww Y Q Z K w0 NSENw aILEGEND - BLACK 0x ORKGROUND - WHITE (REFLECTIVE) 90 JIICEGN SHALL BE R7-8P (10'X12') wxONESIGN tSUR�WEWO�N� TO MEET LOCAL REQUIREMENTSi6Kl o_ z wz of ¢ a BREAKAWAYDSTEEL 0 is U POST NOTE- SIGNS SHALL MEET THE REQUIREMENTS OF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. ADA PARKING SIGN DETAIL N.T.S. PROPOSED MAMA FOOD MARKET Intersection MAMA INC. ENCINEERINO DEPT. ..ex-y_ Pea I. SUrl"" PIM IIII H INMe ;Top of Pipe) Varies GENERAL BOLLARD DIMENSIONS AND SPACING AROUND BUILDING Q4AP.WC 5'CA[E Y i PROFDSED MAMA FOOD MARKET Intersection. y_ GY MAMA IM:. ENDINEERINO DEPT. Ma I. B,RIease MS .OI H IMO " J J J W Q ~ r Z !n Q a O W Z W W p J 3 J J - L7i � NO PARKING m W R=4" H Q z Q � �a K O_ a 0 2 COATS OF 4" w WIDE BLUE TRAFFIC PAINT (TYP.) Z Q Of FZ 1ow O 3 f- BACK OF CURB u1M T co z 0 0 3 (n a > clia Li STRIPE WITH 2 COATS OF WHITE REFLECTIVE TRAFFIC PAINT R-14" NO PARKING SIGN (118-3A) STOP BAR STRIPING ADA PARKING SYMBOL kRKING LOT STRIPING TO 2 COATS OF WHITE _ELECTIVE TRAFFIC PAINT NOTE: SEE SITE PLAN LJ LI LI FOR PARKING SPACE LAYOUT AND DIMENSIONS PARKING LOT STRIPING H.C. PARKING SIGN R7-8 W/ "VAN ACCESSIBLE" SIGN MOUNTED BELOW WHERE APPLICABLE (TYP.) VARIABLE DIMENSION — 5'-0" AISLE TYP.; 8'-0" AISLE FOR VAN ACCESIBILITY ADJOINING H.C. STALLS (1 IN EVERY 8 H.C. SPACES TO BE VAN ACCESSIBLE) 4" WIDE BLUE PAINTED STRIPPING '450 GRID FOR LAYOUT OSES ONLY PAINTED HANDICAP SYMBOL ADA PARKING SPACE STRIPING DETAIL N.T.S. GANG 3/8" WIDE x 1" DEEP SAWCUT CONTROL JOINT SEE CONCRETE - SIDEWALK SECTION APPLY 1/2- THICK PRE -FORMED) PLAN EXPANSION JOINT FILTER CONCRETE SIDEWALK 30" i BROOM FINISH 0. a 4" CONCRETE, MIN. 3000 PSI STRENGTH 4" COMPACTED VDOT TYPE 1 #21-A STONE BASE COMPACTED SUBGRADE NOTE: REFER TO GEOTECHNICAL REPORT FOR FINAL SECTIONS AND DETAILS SECTION STRIPE CROSSWALK WITH 2 COATS WHITE REFLECTIVE TRAFFIC PAINT (WHITE LEGEND, RED BACKGROUND) STOP SIGN (R1-1) CROSSWALK STRIPING 4" STAMPED CONCI IN "RED BRICK" W/ 6' MODIFIED Sl LAND AS REQUIRED " RADIUS CONCRETE 4" STAMPED \ / CONCRETE 1" RADIUS\ / PAVEMENT? .T' \6" 2A MODIFIED STONE MOUNTABLE CURB/ISLAND AND STAMPED CONCRETE DETAIL N.T.S. 0 M N M N LZQ z< O 1n o Ld Z 0 Q U N 0 0(-) CC 00 p U o z o 0 ooco Z— O W of co J O_!n 0 0 bi Y Y J N 3 O �J N O(D O 0 r RYA PERKINS LIC. No. 046565 z m � a-~ 0 o U (n � 0 o LijLLJ =n 0 00 Cn > m < CDQ Q \ O 02 w S N 3 V Y V w S Ul O O U v / J Q LU LLJ 0 n/ LLU Z C N W Lu Iss— z W Uj o O r� U `'_' V J Q Ld m J Q SHEET NUMBER CS-501 0 O a C O LO _ T E O T 0 0 0 5 3 a N 6 0 m a c 0 0 T E c 0 0 0 0 c 0 C O 0 Lo .L. 0 C n 3 J Q �J y 3 it C N V J V n o I � N J s �0 � o a U � u y o o Qo J ra L E L o n c c o W W 0 L � m � v o � a -6 V 0 N n m c n 0 L N I 3 � L � U 3 3 C 0 UJ L C I � O YJ n � r� C 7 O N 0 a I a J u m Y y m L E O n 0 T D c � O C y m � o L `m � N E 0 o w U C N N E J J c_ C 0 11 - - C n .E V r I c :J y m 3 a O m O c J � N N O � L O y c 0 N y n a m � u 0 N O L u n � c � 5 � 3 O `0 s 0 D 0 E n � 0 O o or T.O.C. "TE VINYL CAP INLESS BOLTS 7" WHITE ALUMINUM WITH RED LETTERS MERGENCY PUMP SHUTOFF BUTTON BOLLARD. SEE SEPARATE DETAIL 4X4 PRESSURE TREATED POST SLEEVED IN WHITE VINYL CONDUIT FRONT ELEVATION r BOLLARD TO BE CLOSER 1 TO CURB THAN SHUTOFF I SWITCH " PLASTIC COVER BY IDEAL SHIELD. ALL COVERS TO BE WHITE MAX PLAN VIEW EMERGENCY PUMP SHUTOFF ("E—STOP) DETAIL N.T.S. 15.37" CONCRETE PAD (SEE STANDARD Ll DUTY CONCRETE DETAIL) CURB `ADA CONSTRAINED DIMENSION 10" MAX BOLLARD AIR SPACE, (TYP.) (SEE AISLE, AND DETAIL) ADJACENT SPACE TO BE 6" CONCRETE ASPHALT 4" WHITE 3" AIR PUMP SIDE ELEVATION N.T.S. 4' x 3' AIR MACHINE PAD W/ 2 BOLLARDS <. I"AIR PUMP PARKING ONLY" SIGN a . " YELLOW a a a$ 4' x 3' AIR ° G : MACHINE d 4 d. d a ° PAD W/ 2 �.A BOLLARDS N.T.S. o EXCEL AIR MACHINE O MODEL #SC05 BOLLARD (TYP.) (SEE DETAIL) AIR PUMP FRONT ELEVATION N.T.S. END VIEW FASTENED WITH ACORN NUT AIR PUMP PARKING LEGEND AND BORDER — RED BACKGROUND — ONLY WHITE SIGN SHALL BE R7-8 (12" X 18") FASTENED WITH ACORN NUT v NOTE: SIGNS SHALL MEET THE REQUIREMENTS OF > GALVANIZED THE MANUAL ON UNIFORM CO (=j1 BREAKAWAY TRAFFIC CONTROL DEVICES. a STEEL U POST c� z c�0 Y 0_ Q o_ AIR PUMP PARKING SIGN DETAIL TOP VIEW A'_eAll MAY 'A 1/A I/4x2 FLAT BAR KICK PLATE PACIFIC STAIR STANDARD GUARD RAIL WITH HANDRAIL PicKeT J CORPORATION. L POST AND TOP LINE MATERIAL TO BE HSS 1 1/2" x 1 1/2" x 0.120" SLOPE TOWARDS ASPHALT i TDO ' �n 10" PVC SLEEVE 6" BOLLARD 24"0 W/ COVER CONCRETE PA CURB + •- 8"W X 36"D X *''to M DESIGNER NOTE: AIR PUMP TO BE PLACED INLINE OF SIGHT TO BUILDING. AIR PUMP PLAN VIEW DETAIL 53.5" MADE OF ROLLED ALUMINUM: 11/2" SCHEDULE 40 ALUMINUM WITH 17/8" O.D. STANDARD LENGTHS: 60" SECTION FITS UP TO 5 BIKES STANDARD HEIGHT: 116" INSTALLATION OPTIONS: SURFACE MOUNT FINISHING OPTIONS: STANDARD CLEAR ANODIZED MANUFACTURED BY: IDEALSHIELD 2525 CLERK ST DETROIT, MI 48209 PHONE: 1-866-825-8659 STANDARD BICYCLE RACK DETAIL 8690 Stair Way NE Salem, OR 97305 2• HANDRAIL MATERIAL TO BE 1 1/2"4, (lbro" OD.) PIPE wwR437 NTS w.pacificstairxom 1 503.390.8305 3. PICKET MATERIAL TO EtE 1/2" SQUARE BAR 5" RO.5" 30" 24" R1.5" d R1.5" 4 v d d - N Ba_- d c Q e n .d CONCRETE SPECIFICATION TO MATCH STANDARD CURB AND GUTTER SPILLING CURB AND GUTTER (3091) 70" N.T.S. MERCHANTS METALS VINTAGE SQUARE PREMIUM, SPEAR TOP SMOOTH RAIL PANEL ATTACHES TO POST WITH CLIPS 30" 28" 704" PANEL WIDTH 48" 1 6" JIGS: DESIGN AND SPECIFICATIONS SUBJECT TO CHANGE BY MANUFACTURE. Afik Merchants M e t a I s POST AND FOOTINGS AS REQUIRED BY SITE CONDITIONS AND CODES. ..MerchsntaMetals.com the first name in fence solutions Bch-Info@MemhantsMetals.mm SIZE FILET PART NAME, RED VINTAGE SQUARE REGENCY /1 6-260-1600 A PRFMIUM MMI SPFAR TOP 3—RAII A VSP.R.R.6W O M N r7 N LZQ z> 0 Ino --Z O Q O N OU DOp r U a o r z o Z N CO I �'r Z— O W of J 0/) � _U1 0 W p Y WO 3 Y N 3 O o N �0 O r i RYA PERKINIS LIc. No. 046565 I2/10/2-MI ~ N 0 O U cn Or Ld O O NN Ln 000 \ Cn > m a-r7 Q O Q > Q I`7 0 Z S N Z 3 V Y V w < S Ul O O U v / J Z �1j T i 1..�1 C N W W z LIJW W � O O � 1• W Ld V J Q W M J Q SHEET NUMBER CS-502 _ } m N GATE SLOPE PRECAST CAP; T.O. WALL hLi Q g' 0„ Q T.O. MASONRY U BRICK TAVERN Y TO SILL 0 5'-0" T MANUFACTURED V) STONE SILL 0 > r BRICK TAVERN w T0. FLOOR SLAB U a' all N RIGHT ELEVATION 0 N z Q _ E o T N �� a Y GATE Z T.O. WALL h O W COO V) n U BRICK TAVERN ^ ao n LIGHT FIXTURE °' �i� ooN c o iiiR. iii � Qw I R $H R T.O. SILL CZE 0 5'-a„ ON 0 Z?cl�ZY MANUFACTURED wp o STONE SILL BRICK TAVERN F o �� W p +- iiiiiiiiiiiiiiiiiii T0. FLOOR SLAB pO a, a,. K) ° LEFT ELEVATION U y H O+y, A t U V RYA . PERKINS y p LIC. No. 046565 GATE SLOPE PRECAST CAP �O vaY 10/i € LIGHT FIXTURE T.O. WALL h = 9' - 0" ZONAL o T.O. MASONRY z m 8� a_ ' 8„ � m of o U N U U N O BRICK TAVERN o Cn N m p w H } } r a _ T.O.SILLh ar) Q O a 0> m p o p m p a MANUFACTURED aN a W I 3 r {� STONE SILL o o o 3 BRICK TAVERN 00 _ BOLLARD I 00 T.O. FLOOR SLAB ^ M o Y 0'-01, VJ N FRONT ELEVATION J ° > a UU Q a _U U � U N Y y 1 1 I 1 1 1 y Q O N ` O T 0 = WO ° o SLOPE PRECAST CAP T.O. WALL h f ^ N`� O TO. MASONRY LIGHT FIXTURE E ° p E T.O. SILL 5'-0° J MANUFACTURED STONE SILL iiiiiiiiiiiiiiiiiiiiiiiiiiiiiiii BRICK TAVERN � � iiiiiiiiiiiiiiiiii II..IL LU T.O. FLOOR SLAB oLL ° REAR ELEVATION c� J .N N O L U I Y° 1 1 1 W y ~ LL I N a N Z ai o A/ 0 O ILI` O s Metal Door Trim 7TavemFlash A ��1 W 3 Benjamin Moore James Hardie -i Pumice Stone Arctic White 0 o BM #1197 JH10-20 W m U y J U C Q N m SHEET NUMBER p o r S-503 Li~ 0 0 Q 0 C O x I v E Y O T a v 0 r 3 a N 6 c v; 0 0 a 0 E 0 T Y T a c 0 0 a 0 0 c v 0 O N 0 3 0 D � Z m Q J 3 1 _ z 0 Z_ ° 5 3 Q Y +� 7 c o y y 0 � O m c c 0 0 v J 0 a E L n -v c c � o L o a 0 o � a V -v m Y Lv 0 N o a I o 3 .2 � U O 3 c 0 o I � m nf) h � C v m > o a I J n Y w u Y m a E y 0 T J 0 0 C y V c O V N � w u_ L � n v o � C E 2 z Q N J 1 o Z 5 ° Q C Y 'm 7 r �r c v 0 a oN O � J � N o � x y c 0 � y n a m � u 0 N O L U n � 5 c m 5 � 3 s 0 0 E n � 0 p o 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 SWIM STIR. SWM2 SWM STIR. SWM3 SWM STIR. SWM4 SWM �CQ GNNy RFC II II III III - TP TO BE ADJUSTED TO PROPOSED GRADE AT EDGE OF SIDEWALK II M to 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 N, p0 a Q E / N65�0 NCN'�y58p CONTRACTOR TO / AND PERMANENT SEEDOR CE RIPRAP •(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 N� gCCONTRACTOR TO FIELD VERIFY DEPTHS F v I E OF ALL EX. UTILITIES AND CONTACT `� Jj 44g KIMLEY-HORN IF CONFLICTS EXIST �o Age T PEPSI PLACE, LLC 1 I11 1 1 Iyy�� D.B. 2359 PG. 589 (PLAT) L��I IIIII' 11 9I��o�y PARCELZONED: C 1 WOCOMMERCIAL 2B0 PARCEL USE: CONVALESCENT HOSPITAL EX. GAS LATERAL TO REMAIN. CONTRACTOR TO CONFIRM VERTICAL LOCATION OF GAS $O� LINE AT PROPOSED STORM CROSSING N`L660 tll l'� �1 \ II`14 ocrK_��15"CPP�� \ \ 20'PU�B`LIICC DRAI�NAGEEASEMENT - - - 051? �00 \/SR21. C GRp GRADING LEGEND TC: TOP OF CURB ELEVATION BC: BOTTOM OF CURB ELEVATION TW: TOP OF WALL ELEVATION BW: BOTTOM OF WALL ELEVATION TI: TOP OF ISLAND ELEVATION BI: BOTTOM OF ISLAND ELEVATION FF: FINISHED FLOOR ELEVATION FS: FINISHED SURFACE ELEVATION P: PAVEMENT ELEVATION G: GROUND ELEVATION RIM: STRUCTURE RIM ELEVATION ME: MATCH EXISTING )()(X DRAINAGE STRUCTURE CALLOUT VDOT STANDARD CG-6 SPILLING CURB AND GUTTER GRADING NOTES 1. THE ROOF/LANDSCAPE DRAINAGE SYSTEM HAS BEEN DESIGNED IN ACCORDANCE WITH THE CURRENT EDITION OF THE INTERNATIONAL PLUMBING CODE. 2. PIPE LENGTHS ARE MEASURED FROM CENTER OF CHAMBER TO CENTER OF CHAMBER. 3. VDOT STANDARD ST-1 STEPS ARE REQUIRED ON ALL STRUCTURES WITH HEIGHT GREATER THAN 4 FEET. 4. ADA ACCESSIBLE PARKING SPACES ARE SHOWN AS SHADED AND DESIGNED WITH A MAXIMUM 1.5% SLOPE IN ALL DIRECTIONS. CONTRACTOR TO ENSURE SLOPE DOES NOT EXCEED 2.0% IN ANY DIRECTION. 5. PROPOSED SIDEWALK/ADA ACCESSIBLE ROUTES ARE SHOWN AS SHADED. CONTRACTOR TO ENSURE CROSS SLOPES DO NOT EXCEED 2.0% AND LONGITUDINAL SLOPE DOES NOT EXCEED 5.0%. 6. ALL CURB INLETS TO HAVE REBAR TRASH RACK INSTALLED. O M N M N L�Q z> O Vo �z QO U N 0 OU �E co p 0 a oaf z oOco Q I � Z- O } w o 7 J o_N � w0O3 0 Y Y J N 3 0 pJ N O00 0 r "7 v� RYA PERKINIS LIC. No. 046565 I2/Io/�I w Q 0 V) z O w o- TC ME - ti � - 455 1 4b6.T2/ 101 �F� °-N454.45 1 IG-�454.41 _ �T�o_� `\��\\\-\\-\ \\' z m � d 454.72 �' 454.80 / • • 6 \ �455.67 - ' TC - N O 0 N � CANOPY DRAIN A5 \ \ \ FS ME v- _ 456.86 TC / D �_ - \\�\ \ \ w O \ FS ME i INV: 451.30 \ \ \ \/ 0 10" PVC 0 1.00% 456.28 T 455.01 454.57 wM - \\ \ \ Ln N\,,p, � 456.66 100 D \ \\ \ O tp � � O > } %NO0 C / 4�4.21 TRENCH INV. 454.80 455.24. TC TC ITC BCC / Fg _ _ - 455.77 455.77 120 \\ \ \\� \\ \ COQ oNs 7 TC 454.36 1 6" PVC M01.0) % FS P 456.85 CONNECT 6" PVC TO \ 6 74 454.93 455.1 _ TC TC , \\ \N \ \\ / a r) o \ a o m o FS P _ _ _ _ T _ _ _ - \ \ RCP WITH RUBBER 5 FS 456.14 T � TC 1 j - 10 455.27_ 5 \ \ �\ \\\\\ \\\ Q � w z Y 454.27 456.32 FS BOOT CONNECTION \ 4 C BC 455 '.` " J 6 TC / .. i p \ TC� 4 5.45 \� \\ \ �\ \ \ TC T P c • .455 93 TC \ \ Y ¢ v ¢ w TI 455.25 'TI 455.51 - TI 455.76 AS 456.26 456.1 1\ \ \\ \ w CONTRACTOR TO CONFIRM . a+ 1 TC 1 1 \ � Ul O O U " BI 454.75 BI 455.01 - BI 455.26 i //� 456.05 h� TC 455.85 VERTICAL PROPOSED T M GAS LINE 201 , ®• I " �/ 1 TC t 456.03 / ) 1 1 1 1 I AT PROPOSED STORM CROSSING II I ti I - ' '• ® '•. • ``®' �n / G p TC BC / I I I I I +• •` :456.78 �. 456.44 / TC 455.84+ ao N V OIL WATER � .. .- �,.. .' ..7 : 456.40 „�.. FS� C 456.59 TC BC N r> / .. FS . ,, C, SEPARATOR / FS Wawa ' a5ss7 \ \ T T-� 1 / 11 111 I I NN I INV. IN: 450.00 / ,.' - �'. , .• ,I ,y_- i \ _ �� 456 IN, I 1 i - ' 7. - • ^ i, . ' . f r. _ FS 456.59 457.00 458 I C9 U'• 455.41 INV. OUT" 449.88 / ' ' .... - �. - 4 .i aro .•. ,�.;: •• - �. d ' , �. .� ..- 456.75 r.- �`Z VC / TC 456.32 FS TRENCH OUTLET / " -'' - FS 6" PVC ®1.00% FS 0 455.44 I y TI 455.77 ' TI 455.95 . TI 456.15 ; 2.26 ACRES ; / 3 I TRENCH INV:453.50 . : •.. M ok _ _� FS (� BI.455.27' BI.455.45 :BI 455.65456.34 �.1.g3g W50-FB-VA I \ D' C 4S / �� I - m I 1 11 1 I /r s I PIPE INV:452.50 ■. ■� . .` T y' 101A > / C - 1 ° \L �i rn m m s'455.41 a-� .. ° . �� . FS ._ .....: \� / N 457 TIC 455.18 '� i [ti Q 2 2 45 52 TC 6,049 SF 4Ca FS P ' ' .. �' .. ' • c : • :. 4 FS7P / FFE: 457.05 :,•, �� G / 11 1 Ito \ W �3dlnN TIC II'I I -6"PVC Q1.00% ... --.. .. ,-��; .♦:+• -'�.: . �1. �8g 48 WAWA SPACES ' .=P I I //�� ��`/ '- 1111�1 I I • r 7 i y S� 111 \ 16 1 Q (� w r 455.02 \ /i : ' �- . - . ` `•.. .. 456.46 v y ',i'. \.i456.97 457.16 457.70 1 \ -i N r7 u7 FS 454.95 TI 456.27 TI 456.37. • TI 456.53 FS 456.79 CLEANOUT (TYP.) ' FS TC TIC A5 II III hII I I o e TC '. BI 455.777 BI 4 55.87 BI 456.03 'FS _ = 73 1 I <I I - m ••'- r+ 454.89 _, 456.85 457.64 / ■ , a- ... 456.83 - : I 458..i4 0 , \ I M' I r o Fs - , FS 0� FS TC 458 m o IIII1a111111F z Q Cj Cj 455.17 :. , - 6 FS INV: 454.05 (TYP.) I 458.78 fsj �v o a Ic / 4ss.o3 z' .> , ....«N5 .: .I ? TIC M I11 �111 111I cl)n n CANOPY DRAIN (TYP. OF 6) t 456.62 �. 101 Nh 457.TC 459.071 0 0 I I / - - INV: 452.94 - - FS - 456.88' . '.. TC \ / I I i1 , I I 111111 f r7 N7 _ II "I 15' LUtv�'OSETWO TRENCH INV. 455.78 456.25 P56.56^ --o: - 456.95 P 5$ / • .+.0 458.38 / 11 ;�1111 111\I I( � Il, 456.41 . 4 M EN T FS P 456.64 456.83 _ " O�•�Oa _ -r' . r 456.97 / r� // m m 5 000lJl TC 48�1 P . 24G� SS �_ aS P S F$ FS 457.54 457.S6W/ W W FS 459.30� 3s T� I m�j1 \I\\\\\IIIII o N`b' s �' SS / 10z -\\ \111 1111 JCyN / 456.0 457.04 TC TC 459.30 TC W W W i TC- W 457.13 457.13 Nh� 458.67 TC / \s \\\�IIIIIIIII . 455.53 TC W TC\ TC 458.00 TC \ I \�\ \\11 I1 IIIII II rn W TC s\\\\II1�11 �Ill,ii V Illy, d' �\ 4oa.au - - \\1 IIII IIII III II h v vn� \ �y-tip' TC�--\\ �C �II1111�1111�111�1111 456.77 r h� W W W _ W-CLEANOUT (TYP.) W N _ TAN / I 6" PVC ® 1.00% W FENCEMEANDERSP/L - 456.92 0P <J IOv�g TC ME 40' GAS LINE EASEMENT D.B. 290 PG. 434 i JA-ZA D IM1113D4 PG. PARTNERSHIP536 II D.B. 421 PG. 500 D.B. 77�G. 401 (PLAT) D.B. 1683 PG. 337 PARCEL ID: 06'1`WO-02-00-00200 II ZONED: C-1 C MERCIAL PARCEL USE: VACANT C ERCIAL LAI RMD PROPERTIES, LLC �9 o D.B. 2217 PG. 191 D.B. 407 PG. 55 (PLAT) oQ N5�' PARCEL ID: 061 WO-02-OA-00200 ZONED: C-1 COMMERCIAL PARCEL USE: MARKET GRAPHIC SCALE IN FEET 0 15 30 60 1"=30' 0 N Z Q '1'Lu 1..�1 N m W Z w W O O U r� V W J Q LJ m J Q SHEET NUMBER CG-101 u C N W O O Q C O E 0 T v Y 0 y a 0 0 0 3 L N y 0 a 0 0 _ T E n c 0 0 a 0 � o v > o _ c z � Q o � o y O Q o C Y .. � 3 0 S s I 3 J C N y E N u 0 0 L � 0 o Y c � o Q N u 0 o n C N N a � o L a E v '- c a O C � O V O 0 o w L � I � m `0 j n a 0 0 O 3 c '0 3 n o >° J 0 I � J C 0 Y m N O Y a n E V U � n N `o V O � v C v � c E N W U w N u U � v n 0 z a E 3 Y w c Q C � 0 � m Y 0 `7 C N L I c :7 :J y m 0 O m O � J � N N O � L O y c 0 � y n a m C N O L U n � 5 c m 5 � 3 O L 0 0 U C N E In D 0 O 0 0r 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 q Ids) 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 Ids 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 < [DETENTION REQUIRED Flood Protection Compliance 10-year storm Ost < re 19.08 < 17.13 DETENTION REQUIRED Post -Development Summary Routed flows Peak Flow Storm Event Ids) 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 1 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. CHANNEL PROTECTION COMPLIANCE: CHANNEL PROTECTION COMPLIANCE IS MET THROUGH 9VAC25-870-66.B.3.A. THE ENERGY BALANCE EQUATION WAS USED TO ANALYZE THE OUTFALL WITHIN THE LIMITS OF ANALYSIS FOR THE 1-YEAR STORM. THE ENERGY BALANCE WAS SATISFIED BY PROVIDING UNDERGROUND DETENTION. CONTROL STRUCTURE 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 ai � pA a1 ai 3 h W No:a Ctio�xx fzl ,'� a ui vi � /C�) MI I o �JNMti) M M n �a�c�c� CQ M M ai ai 00 3 .N� 3 I POST DEVELOPMENT / I / I / ' RIE TE SO ooR SIT NT 114 • $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(IAAAAPPri, / / / / / / / SET (VA) CHARLOTTESVILLE-1165 PEPSI PLACE, LLC D.B. 4722 PG. 213 D.B. 2359 PG. 589 (PLAT) PARCEL ID: 061WO-02-00- 02BO ONEC-1 P`Q� S�GC;1' S0 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 / VC I ' / / G 5� ATE l60 �l / !i ss i ' (a a ^ / / i a l MI'�, I w N4099 y • h `�,\ \ �,. ssA R\A IIII fs \ E - - a BYPASS i _.�-_Art•452 101E 110 A �A 100 _ _ \ \\ \\ \ \J I L0 ARM - • • _ •.\ zul 0 h / / tKP Wawa 456a. :1 :.:• i 2.26ACRES `�� / a� W50-FB-VA DETENTION ° 1 IIII 11 h r�sm°° DETENTION 101A I IIII I \ N D- a: 6,049 SF Iti 7" F- 2 S T - 4j FFE: 457.05 W a N V \ \ .. . < / 48 WAWA SPACES O r. yi z Ma / '�' ' BYPASS `\ 101 ) BYPASS 1 \111 II .gym' �.,.:,.:..®; _• `` � 458 Qj IIIUIIII .a�.aaa // t...7.'.:.t. .•' �'• \\ 11 Ill 11 1 IIII 00 1,'. ah .�� 11111I11IIlII( aP - \ 111IIIIII\\111 0M\\ \ ,oz \\\�\NIIIIIIII111 I I I I O M N r7 N LZQ z> O N o LLIZ O Q U N 0 OU DO00 co U U a o r-1 z of ooco Q z-ow J u) o N � _ w�03 Y Y J N 3 O � N O00 r- i RYA PERKINS LIC. No. 046565 I2/10/12mI z m :E d N 3: O m U Vl m O� LLI O O Ln 0 00 �\ O m m a� Q O Q r Q 0 o z m o S N CD z 3 V 1 a V1 a w (U/l O O U 0 0� Z w Q�� N W z W W O O r� U W V J Q W m J Q SHEET NUMBER CG-201 u C N W O ° Q C O E 0 T v Y 0 y a 0 0 3 L N 0 0 m DRAINAGE AREA MAP LEGEND IMPERVIOUS AREA DRAINAGE AREA BOUNDARY PERVIOUS AREA MANOR LOAM 50D (HYDROLOGIC GROUP B) FORESTED AREA URBAN LAND 91 (HYDROLOGIC GROUP D) < > GRAPHIC SCALE IN FEET STORM STRUCTURE LABEL 101 0 20 40 80 NORTF{ DRAINAGE AREA LABEL DA-EX101 1"=40' 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 a 1.54 LBS / YEAR. TO SATISFY REQUIREMENTS FOR WATER QUALITY ON SITE, THE DEVELOPER ¢ 'o WILL PURCHASE 1.54 OF NONPOINT PHOSPHORUS NUTRIENT CREDITS FROM o A NUTRIENT BANK LOCATED WITHIN THIS PROJECT WATERSHED. Q o r 3 Post -Development Project (Treatment Volume and Loads) ° Enter Total Disturbed Area (acres) 2.62 � s V 3 J v E O � O � O N � L v � Y C O ° Q 0 L� v c 0 � a E v -o C c o ° T `o N U � v O L I � ° n � a � o O 3 L U I s 3 ]0 n o �v I ` J o reduction required: increaseMaximum The site's net I IcoverI i Post -Development • Load ReductionI I 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 1 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 for ardsorotherturftobe 0.25 OAS 0.70 Impervious Cover (acres) 0.35 1.57 1.92 Area Check OK. OK. OK. OK. 2.62 Y 2 _n Site Results (Water Quality Compliance) E U N �y Area Checks FOREST/OPEN SPACE (ac) � o ,, IMPERVIOUS COVER (ac) ° IMPERVIOUS COVER TREATED (ac) V MANAGED TURF AREA (ac) MANAGED TURF AREA TREATED (ac) E AREA CHECK E _ D.A. A D.A. B D.A. C D.A. D D.A. E AREA CHECK 0.00 0.00 0.00 0.00 0.00 OK. 0.00 0.00 0.00 0.00 0.00 OK. 0.00 0.00 0.00 0.00 0.00 OK. 0.00 0.00 0.00 0.00 0.00 OK. 0.00 0.00 0.00 0.00 0.00 OK. OK. OK. OK. O K. OK. 11 U m o Site Treatment Volume (ft3) 7,211 c Runoff Reduction Volume and TP By Drainage Area Y w w c 7 o RUNOFF REDUCTION VOLUME ACHIEVED (ft3) TO LOAD AVAILABLE FOR REMOVAL (lb/yr) y r TO LOAD REDUCTION ACHIEVED (lb/yr) v TO LOAD REMAINING (lb/yr) I D.A. 0 0 0 0 0 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 J o a NITROGEN LOAD REDUCTION ACHIEVED (Ib/yr) 0.00 0.00 0.00 0.00 0.00 0.00 J Total Phosphorus Y `o FINAL POST -DEVELOPMENT TO LOAD (lb/yr) 4.53 n TP LOAD REDUCTION REQUIRED (Ib/yr) 1.54 o TO LOAD REDUCTION ACHIEVED (lb/yr) 0.00 TP LOAD REMAINING (Ib/yr): 4.53 s REMAINING TP LOAD REDUCTION REQUIRED (lb/yr): 1.54 L 3 v L Total Nitrogen (For Information Purposes) 00 Y POST -DEVELOPMENT LOAD (lb/yr) 32.41 E NITROGEN LOAD REDUCTION ACHIEVED (lb/yr) 0.00 0 REMAINING POST -DEVELOPMENT NITROGEN LOAD (lb/yr) 32.41 O o O L 1 ~ PRE DEVELOPMENT 3 G' G F- CO N N N raas Cq 3 a K01 mQi 3 Eti44 N a a: Ctio�xx fzl ,'� a ai vi �1 C) 'S Q W MI I �JNM m M n a �<��� CQ IM M m ai 0Ci 3 .N� I POST DEVELOPMENT M61 / I / TE SO 1 / EEN E looR �� • • LME $1215 STORY BRICK/METAL F.F.=458.3 7 Lpio OXIMATE LOCAIIQN VEPCO EASEMENT\ D.B. 429 PG. 350 \ \ 50D RMD PROPERTIES, LLC D.B. 2217 PG. 191 D.B. 407 PG. 55 (PLAT) RCEL ID: 061WO-0 -OA- 7nNrn. r_1 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 ONEC-1 PARCE? USED CONVALEESCENTI HOSPITAL V", FENCE MEANDERS ALONG P/L � JA-ZAN LIMITED D.B. 113, D.B. 779 P PARCEL ID: Of ZONED: C PARCEL USE: VA( I I E MCO ?ITV �' $ a 1 _ �-/� - 97 5TAiElgOn N441`= / 98 V. / 111111, ioT')rn ' I \ 443 /olrnMa�;.';a'."t 't 'S�!- 0 - adel,iN�tC4N \ �\095 ss.ala • M / ` _ sRR44 ,I1I�ka'p�P�\�I QF • 99A \I I 44II / • ,',�� 1 5� 446 l 0' 7� 447 44� -144g 41 449 451 - - 451 _ 453 j p �_ 454-1 452 _ / I I�I �I-455i'"'. 112�Ay3= - - - 110 • • • \ • \456, _ / l_ o W • • •\ • • 4 i- -• q5 0 • • • / / Wawa 2.26 ACRES 4$7 g(9&45705049 SF 48 WAWASPAGES / - 91 \ 101 9/ 102 zszsz� . V) z O_ W 01 0 M N r7 N L, �¢ z, O Vo LL1Z Qo U N O U r 00 0 0 ¢ I ono z - DO O � zOf - o W J ou) � _N 0 W Y w03 Y J N 3 O � N 000 O O 7 "J� i RYA PERKINS LID. No. 046565 I2/Io/2-MI z m :E d N 3: O m 0 V1 m C' LLI O O Ln 0 00 \ Cn > 'm o� Q O a r a 0 \ o Z m o w S N CD Z 3 V 1 ¢ v) ¢ w (U/l O O U 0 1211� Z I11 L.L N m < ` w z w W O 0 r�r� U W V J Q Ld m J Q SHEET NUMBER CG-202 v 0 O C O O T W Y O a 0 0 0 Y 3 0 6 v 0 0 Q 0 C O T E n c 0 0 0 0 3 0 0 0 1 Q .2 o Q N w O L'S. a o w C � v Q z_ Q 3 'o U 3 I " 7 � m 0 � o n o � S c +� 0 c 0 w � � 0 m n v 0 c o N a m E � C O � 7 O V � m v 0 0 d I 0 _ n � a 0 0 0 3 o „ C - � S U I s 3 )J n o h w v � u J � I � 0 J v Y N 0 a Y � n w >_ .� O 2 � N y o T 0 v O U � y m a � C c � N n 0 0 'L 0 N 1 ° Q Q Y Q � C it 7 0 z Z o Q - Y c � E h S I c 7 :J v N 0 0 O m O � J � N o ° y c 0 n a 0 N O � 0 n � 5 c �y � 3 v s 0 0 2 C E n � 0 or � PRE DEVELOPMENT I OT / / ID, zoo DA-E200 a a EL �o xx my) OOP I I pp� I/J 03 M� < tit^- !0% II �> aco 1 II ro I 0 II 1 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." / / , / / / / SET (VA) CHARLOTTESVILLE-1165 PEPSI PLACE, LLC D.B. 4722 PG. 213 D.B. 2359 PG. 589 (PLAT) PARCEL ID: 061WO-02-00-002BO ZONEOR �S�O� g0 PARCEL USED�CONVAL�SCENTIAL HOSPITAL 9�\N'L9 J FENCE MEANDERS / ALONG P/L / N d m NaO'9 t°p \0: N1,59 RMD PROPERTIES, LLC D.B. 2217 PG. 191 oop- D.B. 407 PG. 55 PLAT RCEL ID: 061 WO-0 - 54"±RCP ZONED: C- P / 1 � Ag2 452 6Nyp 0 453 I �l�� OJ ff AgA 5N DA-20co N N N as M3 \ \ Gv b fn Vl (z) I I O o 'J no M a z �v a III n � M / bN ga"55'I° APPROXIMATE LOCATION OF EXISTING tis"ti / DI-213 THAT RECEIVES DRAINAGE FM RODRAINAGE AREA "DA-OFFISTE." 97 / G / SET (VA) CHARLOTTESVILLE-1165 PEPSI PLACE, LLC / I D.B. 4722 PG. 213 a •r \ 1 D.B. 2359 PG. 589 (PLAT) tio`I' �A�� Imo', IN Ng0 y PARCEL ID: 061WO-02-00-00280 DA-OFFSITE ggM"-'''.a' .d; qOR ZONED: C-1 COMMERCIAL � a a,,. •, iN ,� c �yG 9yo PARCEL USE: CONVALESCENT HOSPITAL aea�y y ' 1 dl l� a II � 0 NI '°t 660 DA-99A ` L Lo 200 ItI • • �I/ Ng9 ro .41 / �• ' DA CNPY I ko / II 1 II II EXISTING UPSTREAM STORM INLET DA-1 01 Wawa I DA-BLDG I 99A \456- 102 112 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 110 DA-SHEETFLOW 2 100A / 120 dda� • I 456 Ill 1 11 DA-110 DA-120 O 1 IIIII I LL \III I I LU (11 I I I I I\ w \1 \\III \ c) \\I\\\\II o \\\ \\11 II 458 111I1111I111 111 \ M 1111 rya �P� I11I1\))IIIII 111 1111 111 \\\ 1111 / _ ��\7 - - \IIIIII1�11P FENCE MEANDERS ALONG PA _ JA-ZAN LIMITED D.B. 1134 D.B. 779 P( PARCEL ID: 06 ZONED: C- 1 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 1 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 1 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 101B 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.SRO 2.840 0.740 0.000 0.79 2.82 GRAPHIC SCALE IN FEET 0 20 40 80 O M N M N LZQ z, O (no Z O Q U N 0 OU 0 U U a 0 n z 0 oOco z-0w } C'7 J w0z3 Y 3 D- J N 3 0 op N J O(D 0 0 r i RYA PERKINS Lla. No. 046565 IZ/Io/�I ~ O O Q� S 1 N I \ 0\ N 0m O (n cn Q ¢ Ul U > o v O 0Of m 3 ¢ O of 'm 0 w V w U 5Q L Q �W V Z '^< li z w V I N IW wW I'z w� u O r� U W V J Q LJ m J Q SHEET NUMBER CG-203 v 0 ° 0 a v C O 0 a E Y T a ° s 3 m 0 6 0 0 a" v ° `0 �I v J Y T Y c Y o Y o � a Q ° �0 ° Y c � o n 2 0 o n' 0 7 0 � C N � N +' � 3 6 0 � 3 J � L E n` 0 c ° d E L L D 0 c o w T c N v 0 v O 0 L O I o E B� � C ° v 3 `o 0 c ° O m L � I � ]0 ° m n > m ° :J 3 I„ Y u s Y 3 O E C O B 0 O FL � n V � j U a n L U 0 E 0 n z _ C Q N J C J Q W J u n 0 J ° C Y E Y 2 Y 0 Q C O N Y ° L n w I � 7 v 0 n o O � J � ° o ° L ° Y C ° � y n a C N O n � 5 c � 5 � 3 O v �L 0 0 U C N n D 0 o ° 0 0 r InlQ Tn 1nlA 10+00 11+00 12+00 103 TO SWM3 460 O 460 N N L O ao v� O > K�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 oo°D � 460 NOQD 106 O t a 460 o� EXIST] G GRADE � Z 0 v•• n� ui .. �Fe?? > > w ?O L( Od.2_Z N�Z _��> OFeZ _ _ _ Z 456 PROPOSED GRADE 456 EX. 8' Aq LINE 2 CRO SING (SEE SHEET CU 501) IFS (S E SHEET CU 501) 452 452 H 92 LF OF m wN 15" RCP ® 0.55% N 15" Rp LF 0 o. 2. 59 72 LF OF 15" RCP ® 0.507 448 STO MW 448 TER DETENTION 444 444 00 O rn O 00 00 O 't � � � � � 10+00 11 +00 12+00 12+35 GRAPHIC SCALE IN FEET 0 15 30 60 HORIZONTAL 6 J Q U � 3 1.5 VDOT STORM DRAIN DESIGN CALCULATIONS - 10-YEAR STORM FROM POINT TO POINT DRAINAGE AREA RUNOFF COEFFICIENT inlet CA accum IN LET TIME RAINFALL RUNOFF INVERT ELEVATIONS LENGTH SLOPE SIZE PIPE CAPACITY C1/OJ VELOCITY FLOW TIME upper end lower end incr I accum acres C min in/hr cis ft ft ft % in cfs % fps min STR 112 STR 111 0.34 0.89 0.303 0.303 5.00 6.67 2.03 446.08 445.91 34 0.50% 15 4.57 44% 3.61 0.16 5.00 STR 111 STR 110 0.050 0.950 0.048 0.350 S.00 6.61 2.33 445.81 445.65 32 0.50% 15 4.57 51% 3.74 0.14 5.16 STR 110 STR SWM4 0.230 0.710 0.163 0.513 5.00 6.57 3.40 445.55 445.44 21 0.50% 15 4.57 74% 4.08 0.09 5.30 STR 201 STR 200 0.520 0.880 0.458 0.458 S.00 6.67 3.07 449.25 449.09 32 0.50% 15 4.57 67% 3.99 0.13 5.00 STR 100A STR 100 (N/A) (N/A) 0.000 0.000 0.00 6.67 9.48 1 443.38 442.00 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 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 1 5.00 STR 98 STR 97 (N/A) (N/A) 0.000 0.029 0.00 6.64 9.67 427.89 422.81 51 9.90% 15 20.38 47% 16.39 0.05 5.07 STR 101B STR 101A 0.070 0.950 0.067 0.067 5.00 6.67 1.72 449.93 448.90 182 0.60% 15 4.85 35% 3.61 0.84 5.00 STR 102 STR 101 0.100 0.810 0.081 0.081 5.00 6.67 0.54 450.69 450.18 92 0.60% 15 4.79 11% 2.59 0.59 5.00 STR 101 STR 101A 0.05 0.81 0.041 0.122 5.00 6.47 0.79 450.08 448.90 48 2.50% 15 10.11 8% 4.91 0.16 5.59 STR 101A STR SWM2 (N/A) (N/A) 0.000 0.188 0.00 6.40 3.37 448.80 448.44 72 0.50% 15 4.57 74% 4.07 0.30 5.84 STR 120 STR SWM3 0.26 0.65 0.169 0.169 5.00 6.67 1.14 449.50 447.92 25 6.30% 15 16.21 7% 7.61 1 0.05 1 5.00 VDOT HYDRAULIC GRADE LINE CALCULATIONS - 10-YEAR STORM INLET O.SD+ (OUT) ACTUAL OUTLET WSE DESIGN OUTLET WSE Do Qo Lo Sro Hr JUNCTION LOSS FINAL H INLET WSE F/L ELEV Ho (9) Q (30) V; (11) V; (12) LL2INV H; Angle Ho H� SurfaceO Runoff Factor? 1.3 Ht IS-1? 0.5 Hi (1) (2) (3) (4) (5) (6) (7) (13) (14) (15) (16) (17) (18) (19) (20) (21) STR 201 450.09 450.09 450.09 15 3.07 32 0.0023 0.07 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 ]nR 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 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 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 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 0.06 1.72 3.61 6.21 0.20 0.07 80 0.13 0.27 YES 0.35 YES 0.17 0.37 449.81 456.92 STR 101 449.90 449.81 449.90 15 0.79 48 0.0001 0.01 4.91 0.09 0.54 2.59 1.40 0.10 0.04 30 0.04 0.17 YES 0.22 YES 0.11 0.12 450.02 456.73 STR 102 451.18 450.02 451.18 15 0.54 92 0.0001 0.01 2.59 0.03 0.00 0.00 0.00 0.00 0.00 0 0.00 0.03 YES 0.03 NO 0.03 0.04 451.22 455.90 STR 101B 449.90 449.81 449.90 15 1.72 182 0.0007 0.13 3.61 0.05 0.00 0.00 0.00 0.00 0.00 0 0.00 0.05 YES 0.07 NO 0.07 0.20 450.10 455.89 STR 98 423.81 423.82 423.82 15 9.67 51 0.0224 1.15 1.04 9.67 16.39 158.49 4.17 1.46 20 1.04 3.55 NO 3.55 YES 1.77 2.92 426.74 436.53 STR 99 428.99 426.74 428.99 15 9.67 64 0.0224 1.43 1.04 9.48 13.75 130.35 2.94 1.03 70 1.79 3.86 NO 3.86 YES 1.93 3.36 432.35 443.98 STR 100 437.73 432.35 437.73 15 9.48 82 0.0215 1.76 M16.39 0.73 9.48 7.72 73.19 0.93 0.32 70 0.56 1.62 NO 1.62 YES 0.81 2.57 440.30 454.59 STR 100A 443.00 440.30 443.00 15 9.48 49 0.0215 1050.23 0.00 0.00 0.00 0.00 0.00 0 0.00 0.23 YES 0.30 YES 0.15 1.20 444.20 454.82 460 452 112 TO SWM4 00 m vi ;n ui � o� �ZO �:i>> PROPOS D GRADE 460 v O 't ,6v (0 a _ s> 456 452 1 448 STORMWATER DETENTION 34 LF�OF� O. 0% w 444 V) 444 M 21 LF OF PIPE 100 TO 99 15" RCP 15" RCP 0 0.50% CROSSING 15" RCP ® 0.50% 441 441 O � M N to I 10+00 11 , 11+21 201 TO 200 460 460 LO N Oi O O N 7 0 LO � �o in �z o�Z EXISTING o*> 456 N oc _ GRADE N K 456 PROPOS D \ \ GRADE 452 452 448 1 448 3 LF OF 15" RCP ® 0.50% 446 446 T2tt) 10+00 10 -5( 99A TO EX. PIPE 452 452 O 0 0 0 ItD O 448 a 448 EXISTING GRADE v PROPOSED GRADE 4441 1 444 CONTRACTOR 0 REMOVE EXIS NG STRUCTURE AND EXTEN ipE SED TRUCTURE 9 A. 15 LF OF 440 15" RCP 0 2.01% 440 O O SWM1 TO 97 10+00 10+50 460 1 Go 460 o ri L0 Npj� ri Do,*� o No a L0 00 ;ry.. *ZO CnN� 0 00 > > 4, H �> �0_ZZ �?0 (nIE �� Off» 456? 456 \ EXISTING GRADE 452 \ 452 \ \� PROPOSED GR DE N NM 448 �r,n 448 TORMWATER PI 1 TO 111 15" RCP I r DETENTION CR SI z =o Off» � Fr a 444 444 RCLF OF ri \ P ® Z'83_ 4 LF OF a°o 440 15" RCP 0 0.50 Asa (9 \ N ° N 440 0 H ?$� �Z0 \ 0 >> a,�zz 436 436 432 �s� p s� U) 432 U) ® 0 00 n t0 N� \ F CIJ (0 Z Z � >>> 428_L_ \ 428 \ ,�9 q 0 00 O 424 $ 424 420 / 420 EXISTING ±54" RCP 416 416 415 415 d 10+00 11+00 12+00 12+7` z O w 01 IIIIIIIIzI O M N r) N L Z> z 0 Vo LL1 Z O a U N C) OU C)r 00 C-)a I z onof o0r,o I �'r z-ow ou) J N � 0 W Y w0O3 N 3 0 0 N pJ O0O 0 0 A V RYA PERKINS y LIC. No. 046565 �0 IZ/10/I Cs TONAL N Z 3�. O m m U :E N d of Of Ld O O LLJ Ln 000 H Cn > m Quo\a o m w S N < 3 V 1 U w _ Ul O O U 0. v) W �S Z 0 Q W J J O 0 j / C/) U 0 0� Z Q I11 1..�� N W Q W z W 0 W O O r� U W V J Q W m J Q SHEET NUMBER CG-501 U C N N O O In m Q U C O C O T v Y 0 T d O 0 In 3 m 0 6 c 0 In Q v 0 E 0 I E n 0 0 0 3 0 � -0 c n o � C J O o Y I 1 0 Y 0 0 C � 3 O 5 V 3 n I � V v J E m 0 o v -O � m m y c 0 c 0 � v �o L� n 0 c o m m o L E c c 0n �0 V m doI 0 v 0 L� I � n V � O a v D O � 3 O C v L S U I 3 30 n O � w h .. v > I o :J Y N N 0 FL Y � n U v h a � N S `0 v c C o V e y c � v n !" E - m v U U D � `v n o J Q C E Y LI c Q C 3:: o In Y 0 c n 'o V r U � I c :7 :J v c ° o m O � J � m v o ° c v y c 0 � .m. n a v �0 C m O L U n m 5 c m 5 � 3 v s 0 0 J 0 i E n � 0 O o 0r 4 GRATE EL OF REQUIREMENTS M E: S (GHP E) LONGITUDINAL DUCTILE IRON MEETING ADA ftEOUIREMENTS (GHPDE) Gn 24" Concrete Pipe Division STC 4501 Precast Concrete Stormceptor (450 U.S. Gallon Capacity) Cover and Grate Grade Adjusters To Suit Finished Grade 8" e 6-1 4"0 PVC Pipe Min.15" High w14" Cap 9" I }T T I 1 16" y711 -L J 12"0Inlet 4"00utlet Down Pipe Riser Pipe (Removable) 48"0 - Ri er MATERIALS'" * a Varies To Match Grade Insert 4"0 Oil Port Outlet 11 1' See Note 2 18"I Min. *Inlet 5" * If Required 8" a a d 8" v a ° Section Thru Chamber a a Insert Tee Here (Tee Opening to Face Side Wall) Plan View Notes: 1. The Use Of Flexible Connection is Recommended at The Net and Outlet Where Applicable. 2. The Cover Should be Positioned Over The Inlet Drop Pipe and The Oil Pork 3. The Stormceptor System is protected by one or more of the following U.S. Patents: #4985148, #5498331,#5725760,#5753115,#5849181,#6068765,#6371690. 4. Contact a Concrete Pipe Division representative for further details not listed on this drawing. Closed End cap E7) End Outlet (2%3%4 6"NN) - Bottom Outlet Z886 Applications Highways Industrial Parks Driveways Chemical Plants Kitchens Food Processing Pools Shopping Malls Parking Lots Industrial Plants Gas Stations Pharmaceuticals Airports Amusement Parks Airplane Hangars Installation Specification C12 UI ..1. ELL. IN- 4 MPD'S LLJBIT. PVMT slab Thickness pgpm,, WOW 4 Throat 16 overall Width Ruch MI bwl eagloM Max. Flow Rala Bess Grab) NumOw Indoor mm Inr3•e am GPM LP6 CFS Ws h0 Son am a9 4.10 104 93 6 0.207 14 62 8602 410 104 4.70 119 122 8 0.272 15 6.8 8603 4.70 119 5,30 136 152 10 0.339 16 74 8603N 530 135 5.30 135 - - - 17 7.7 86H 530 135 5.90 150 183 12 0.408 18 83 8605 590 150 650 465 214 14 0.477 20 69 8606 650 165 7.10 180 245 16 0.546 21 95 8n8N 710 180 7.10 180 - - - 22 10.0 am 7.10 180 7,70 196 276 17 0615 23 10.6 B6W ]]0 196 0.30 211 306 19 0.686 25 11.2 4"0 Outlet Riser Pipe Outlet Rinker 027 Features and Benefits 80" Modular Channel Sections with20" Grates • .75% Built -In Slope - Handles greater /lows, uniform slope. • Radiused Bottom - Better pow rate, less solids build-up. • Smooth High Density Polyethylene Structural Composite Interior- 0% water absorption. 5 • Durable and Lightweight - Strong corrosion -resistant matedal. • Extm Long Runs - Sidewall extensions allow pre -slope runs longer than 120 feet. • Variety of Gratings • Grate Options -Available in H-20, FAA, ADA. See pages 22-23. GRATE TYPE: HEEL PROOF LONGITUDINAL DUCTILE IRON MEETING ADA REQUIREMENTS (GHPDE) 90' ea FaUNcation FaWication 8609 830 211 8.90 226 339 21 0.755 26 118 Mill 690 226 9.50 241 371 23 0.827 27 124 Engineering Specification Channels shall be 80" long, 6" wide, and have a 4" wide throat. Modular channel sections shall be made 8611 950 241 10.10 257 4C 26 bNO 29 130 of High Density Polyethylene(HDPE), have interlocking ends, and ratliused bottom. Channel shall be provided either flat(neutral) or with a 0612 1010 257 10.70 272 435 28 caps $0 136 .75% built-in slope. Channels shall he available with inverts ranging from 3.5" to 12.50". Channels shall have clips molded into the sides 8612N 1070 272 1070 272 30 136 of the channel to accommodate vertical rebar for positioning and anchoring purposes. Choice of class A, B, C, D, E, and F grates shall be 8613 1070 272 71,30 287 467 30 1,041 31 142 available with H-20 and/or FAA load ratings and/or ADA compliance with mechanical lockdown devices. End caps and catch basins shall 8614 11 M 287 11.90 302 Ads 32 1.11D 33 148 be available to complement the channels and grates. End outlets, bottom outlets, and safe outlets shall be available in 2", 3", 4", and 6" 05 11 M 302 12,50 318 00 34 1,191 34 154 diameters. Trench drain shall be Fla-Thru model Z886. Z886 System Profile - 120'(39.62 m) 3.5"(88.9 mm) 8601 8602 8603 8603N 8604 8605 8606 8606N 8607 8608 8609 8610 8611 8612 8612N 8613 8614 8615 12.5" (317.5 mm) TOTAL COVER: 20" MINIMUM AND 84" MAXIMUM. FIRST 12" MUST BE NOTES: FREE DRAINING BACKFILL (SPEC SECTION 2.01 STONE <1.5" OR SOIL 1. FOR COMPLETE MODULE DATA, SEE APPROPRIATE R-TANKHQ MODULE SHEET. (USCS CLASS GW, GP, SW OR SP). ADDITIONAL FILL MAY BE 2. INSTALLATIONS PER THIS DETAIL MEET GUIDELINES OF HL-93 LOADING PER THE AASHTO LRFD STRUCTURAL FILL (SPEC SECTION 2.03C): STONE OR SOIL (USCS BRIDGE DESIGN SPECIFICATIONS, CUSTOMARY U.S. UNITS, 7TH EDITION, 2014 WITH 2O15 AND CLASS SM, SP, SW, GM, GP OR GW) WITH MAX CLAY CONTENT<10%, 2016 INTERIM REVISIONS. MAX 25% PASSING NO. 200 SIEVE, AND MAX PLASTICITY INDEX OF 4.A 3. PRE-TREATMENT STRUCTURES NOT SHOWN. MIN. 12" COVER MUST BE MAINTAINED BETWEEN BACKFILL 4. FOR INFILTRATION APPLICATIONS, GEOTEXTILE ENVELOPING R-TANK SHALL BE ACF M200 (PER EQUIPMENT AND THE TOP OF THE R-TANKm SYSTEM AT ALL TIMES. SPEC SECTION 2.02A) AND BASE SHALL BE 4" MIN. UNCOMPACTED FREE DRAINING BACKFILL TOTAL HEIGHT OF TOP BACKFILL SHOULD NOT EXCEED T. CONTACT (SPEC SECTION 2.03A) TO PROVIDE A LEVEL BASE. SURFACE MUST BE SMOOTH, FREE OF LUMPS ACF ENVIRONMENTAL IF MORE THAN TOR LESS THAN 20" OF TOP OR DEBRIS, AND EXTEND 2' BEYOND R-TANKHD FOOTPRINT. BACKFILL IS REQUIRED (FROM TOP OF TANK TO TOP OF PAVEMENT). GEOGRID (ACF BX-12 OR EQUAL) PLACED 12- ABOVE THE R-TANKHD SYSTEM. OVERLAP ADJACENT PANELS BY 18" MIN. GEOGRID SHOULD EXTEND 3' BEYOND THE EXCAVATION FOOTPRINT. UTILITY MARKERS AT PAVED 36" (0.91 m) MIN. COVER FROM FINISH SURFACE CORNERS (TYP.) GRADE TO TOP OF TANK: MIN. (2.53 m) HE 12• (01 m) �I n n n n n n 3'(0.08 m) R-TANKND UNITS WRAPPED IN 8 OZ. NONWOVEN GEOTEXTILE (OR EQUAL) LOAD RATING: 33.4 PSI (MODULE ONLY) SUBGRADE / EXCAVATION LINE: COMPACT PER SPEC SECTION 3.02 D. A BEARING CAPACITY OF 2,000 PSF MUST BE ACHIEVED PRIOR TO INSTALLING R-TANKHD ACtF LET'S GET IT DONE 28.15" . aR n n n- .• . III�L,1�11 dI1�lI�I1M11�a11AlIF....... 24" (0.61 m) J BASE: 3" MIN. BEDDING MATERIAL (SPEC SECTION SIDE BACKFILL: 24" MIN. OF FREE DRAINING 2.03A) MAY BE STONE (<1.5") OR SOIL (USCS CLASS GW, BACKFILL (SPEC SECTION 2.0313): STONE <1.5' GP, SW OR SP). MUST BE FREE OF LUMPS AND DEBRIS, OR SOIL (USCS CLASS GW, GP, SW OR SP). AND EXTEND Z BEYOND R-TANKHD. COMPACT PER MUST BE FREE FROM LUMPS, DEBRIS AND SPEC SECTION 3.03 A. NATIVE SOILS MAY BE USED IF OTHER SHARP OBJECTS. SPREAD EVENLY TO THEY MEET THE REQUIREMENTS OF SPEC SECTION PREVENT R-TANKHD MOVEMENT. COMPACT 2.03AAND ARE ACCEPTED BY OWNER'S ENGINEER. SIDE BACKFILL WITH POWERED MECHANICAL COMPACTOR IN 12" LIFTS (PER SPEC SECTION 3.05 A2). 08129/2018 R-TANKHD & HS-20 LOADS - SECTION VIEW FOR ADDITIONAL INFORMATION PLEASE CONTACT: FRONT VIEW GEOMETRY: LENGTH = 28.15 IN. (715 MM) WIDTH = 15.75 IN. (400 MM) HEIGHT = 83.46 IN. (2120 MM) TANK VOLUME = 21.41 CF STORAGE VOLUME = 20.34 CIF VOID INTERNAL VOLUME: 95% VOID SURFACE AREA: 90% ISOMETRIC VIEW MODULE DATA LOAD RATING: 33.4 PSI, (MODULE ONLY) HS25, (WITH ACF COVER SYSTEM) MATERIAL: 100% RECYCLED POLYPROPYLENE SMALL PLATES PER SEGMENT/TOTAL: 5/25 R-TANK" -PENT MODULE FOR ADDITIONAL INFORMATION PLEASE CONTACT: ACF www.acfenvironmental.com 5/16 O C4 N C M N LimZQ Z > 0 Vo Z Qo O N OU CC (D�E U O z 0 O ZN CC, Q Z- O W D'7 J O_!n � w�03 Y Y J N 3 0 � N O(D 0 (D r i RYA PERKINS LIC. No. 046565 I2/IO/2`I z m :E a N � O m U -- V) IY Il' O 75 O _ Cn 0 DO Cn m m a Q O Q } NCD 1 ¢ U)¢ w Ul O O U Z w /'� V J I..L N W Lu I'z W W O O r� U W V J Q W m J Q SHEET NUMBER CG-502 0 O ¢ C O 0 I v E Y O T 0 0 L 3 a 0 L N 0 m 0 E 0 T v Y T c 0 0 a 0 0 c 0 0 O O N O .L. 0 C d 3 .. a - Z 3 J 0 Y 5 r 3 J � J E o «c 0 u � u � o c � 0 L ¢ 0 J E L c � 0 c m 0 v c o 0 a m v o 0 a o N I 3 s D 3 3 O 0 c L � I 30 n � o h � � N O a J Y a y E o \ T 0 5 C y yc � m j u L � n E ° U c E 2 Z Q C J Y o } N _ o J - C L J C J N v 0 a o O � J � o ° y c 0 � y n a m �u C N O L U n � 5 c m 5 � 3 L 0 0 J y E m � 0 p o 0 r 00 N N N 0-a C\2 3: ^y C:� 0)MM Cti �j Naa EtiQ�22 W - 0_ (n (n ZOwrn I I � N co M I Q 0] >�aa v o M 0] 0j � p 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 F 0 0 0 It, II II II II II II 0 / / // N•y5'10 / / / � / SS // 97 / O / � R / CONTRACTOR TO VERIFY VERTICAL / / / / /' 98 LOCATION OF FO LINE FOR POTENTIAL / G / A S / / CONFLICT WITH STORMPIPE EXTENSION / ST / `' - SET (VA) CHARLOTTESVILLE-1165 PEPSI PLACE, LLC APPROX. LOCATION OF EX. ASCA SANITARY / �/ / cc, / D.B. 9 P . 5 ( 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 ZONED: C-1 COMMERCIAL PARCEL USE: CONVALESCENT HOSPITAL EX. GAS LATERAL TO REMAIN. CONTRACTOR g0 _ - G - - N�` 'I`o S \,F-�OEi� / / / TO CONFIRM VERTICAL LOCATION OF GAS S 51' O Q .0, O c' / / 99 LINE AT PROPOSED STORM CROSSING 10Q.k,SgS F\;' G 11 it �ol - CONTRACTOR TO FIELD VERIFY DEPTHS ADJUST RIM OF EX. / O� 0 EX. 8" GAS LINE 2 SS/ Gam` `�' SEE SHEET CU-501 OF ALL EX. UTILITIES AND CONTACT SANITARY SEWER MANHOLE ( ) �� KIMLEY-HORN IF CONFLICTS EXIST TO PROPOSED GRADE 0 / O 20' PUBLIC DRAINAGE EASEMENT �G1 G FO VAULT TO BE ADJUSTED TO / pV \ \\ PROPOSED GRADE AND COORDINATED O±_w / WITH APPLICABLE UTILITY COMPANY �_ • \ G Q i EX. GAS LATERAL ' (SEE SHEET CU-501) �G / \ 112 110 EX. 8" GAS LINE 1 (SEE SHEET CU-501) D 100 is I • • • PRESSUREREGU TION \ \ STATION TO REMAIN 1 i 7 I 11 LF OF 1" TYPE 'K' COPPER Y. ��`}}•,,' DOMESTIC WATER LINE .w7 V ' '•v PROPOSED 20'LL ' UTILITY EASEMENT �_ �..� ° :.:�.' •..'. •. �'� -., 1.5" DOMESTIC WATER METER (PROVIDE 5' SEPARATION FROM HYDRANT) \ F I • . " ^. • r i ... . ®\� 6" PVC 0 6.84% II FIRE HYDRANT ASSEMBLY 1; , ... s°•, . ° . > { 6" GATE VALVE ' 96 LF OF g6 LF OF _ I15' LUMOS ETWORK 6" PVC 0 1.04% '-6" PVC ® 1.04%� EAS MENT D.B. 48,yl PG. 240 $$ SS S S S$ � W w w w W w CO-6 - CO-5 w �} RIM: 455.76 RIM: 456.29 _INV: 451.05 6" PVC_ INV: 452.05 6" PVC 27 LF OF �.rl- p APPROXIMATE LOCATION OF ^Ox0 DOMESTIC 1.5" BACKFLOW PREVENTER WITHIN BUILDING \ • . - •. \ 72x0 \ \ 0 � \ G Wawa--� 2.26 ACRES ., \ W50-FB-VA I 6,049 SF FFE: 457.05 48 WAWA SPACES CO 3 (BLDG) ` RIM: 457.05 Ji INV OUT. 453.55 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 II 'ADJUST RIM OF EX. SANITARY SEWER CO ° I MANHOLE TO PROPOSED GRADE. INV IN: 453.05 6" PVC INV OUT: 453.05 6" PVC FYF" CONNECT LATERAL TO EXISTING APPROXIMATE LOCATION II MANHOLE USING BRANCH TIE-IN 10 LF OF OF EX. 10" DI WATERLINE. (SEE SHEET CU-501) 6" PVC 0 1.04% CONTRACTOR TO VERIFY II LOCATION PRIOR TO 3 GT2 CONNECTION II INV OUT: 453.15 6" PVC I I \ UNDERGROUND STORM WATER 1 MANAGEMENT SYSTEM \ \ 73x o G o \ 101A \\ � \ \ 222 LF OF 3/4" PVC WATERLINE \ TO DUMPSTER HOSE BIBB 00 101 • ' \ \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 /Cl2- . " I� CO-2 (2-WAY CLEANOUT) RIM: 456.69 INV: 453.48 6" PVC W TA1 J -� 8 LF OF 6" PVC ® 1.04% GT1 INV IN: 453.40 6" PVC 1500 GALLON GREASE TRAP (SEE SHEET CU-502) RMD PROPERTIES, LLC D.B. 2217 PG. 191 D.B. 407 PG. 55 (PLAT) PARCEL ID: 061 WO-02-OA-00200 ZONED: C-1 COMMERCIAL PARCEL USE: MARKET FENCE MEANDERS ALONG P/L EX. 8" GAS LINE 1 (SEE SHEET CU-501) 7q \, o \ 7gX \ 40' GAS LINE EASEMENT D.B. 290 PG. 434 D.B. 421 PG. 500 D.B. 1683 PG. 337 7I X66 8 JA-ZA IMITED PARTNERSHIP D. 1134 PG. 536 D.B. 77 G. 401 (PLAT) PARCEL ID: 061-WO-02-00-00200 ZONED: C-1 011MMERCIAL PARCEL USE: VACANT C ERCIAL LAI GRAPHIC SCALE IN FEET 0 15 30 60 1"=30' UTILITY NOTES 1. CONTRACTOR TO VERIFY LOCATION AND DEPTH OF ALL EXISTING UTILITIES PRIOR TO START OF CONSTRUCTION AND NOTIFY KIMLEY-HORN IN ORDER TO VERIFY ADEQUATE SEPARATION BETWEEN UTILITIES CAN BE ACHIEVED AND NO CONFLICTS EXIST. 2. ALL PROPOSED UTILITIES ARE TO BE INSTALLED UNDERGROUND INCLUDING ELECTRIC, TELEPHONE, AND CATV. 3. WAWA DOMESTIC METER SERVICE PIPE SHALL BE TYPE K COPPER PIPE ON BOTH SIDES OF THE METER. 4. RPZ BACKFLOW PREVENTERS FOR DOMESTIC SERVICE LINE SHALL BE PROVIDED WITHIN BUILDING MECHANICAL ROOM. 5. ABOVE GROUND IRRIGATION EQUIPMENT SHALL BE COVERED BY AN ALL-WEATHER BOX OR DECORATIVE COVER. 6. REFER TO SHEET CV-101 FOR ALL EXISTING EASEMENTS. 7. REFER TO SHEET CE-101 FOR INFORMATION REGARDING ABANDONMENT OF EXISTING UTILITIES. 8. REFER TO SHEET CU-501 FOR ALL UTILITY DETAILS. 9. ALL PROPOSED SANITARY CLEANOUTS SHALL BE TRAFFIC -RATED. 10. A KNOX BOX IS REQUIRED. ITS LOCATION IS TO BE COORDINATED WITH THE FIRE MARSHALL'S OFFICE. 11. A FLOW TEST WAS PERFORMED ON 9/2/2021 WITH A Q20 CALCULATION THAT RESULTED IN 11417 GPM. L, 0 O M N M N L, ZQ Z O Vo LL1,7 p Q U N 0(-) 00 co r n p U ¢ ono- z Z N co Z- O W D 7 m J U N G_ W Y w�U3 J N 3 o Op N J O0 O O "7 v� RYA PERKINS LIC. No. 046565 I2/10/2-MI ~ N 0 O U cn � Ld O O Ln 0 00 H cn m m a L ¢ O Q } ¢ \ Z w Z 1 ¢ v ¢ w (U/l O O U J 0 N LLu Z Q L.L N W Lu I'z W W u O r� U W V J Q Ld m J Q SHEET NUMBER CU-101 6 } m N N O_ w N EX. 8" GAS LINE 1 EX. GAS LATERAL C O C O T E 0 464 464 T n d Z 0 Cn r EXISTIN GRADE w 3 460 460 L APPROXIMATE LOCATION F EX.-N PRESSURE REGULATION STATION — _--- --- o — — i o — o i 456 — — _ _ — — — PROPOSED GR DE 456 — — — 0 O a � N U E �/ L z> O Wo 0 452 452 a U= N a `�J a V)E co OU O Q Z as DO I� O O c ZN O = ° Q Q 4 Z~ow w o _ PIPEIOIATOS 2150RCP �N�� 0 0 446 w CROSSING 446 = w Y o >_ 0 0 J 'o U EX. 8" GAS LINE w = 3 _D z �< o O 3 M N3 N j o �O 3 444 444 o E o ° o v y o}��p.LTH O+y, A L o /71 440 440 o �� o N o r° ao i V RYA PERKINIS y Q O C5 MLOILO ui a0 LIC. No. 046565 ° LO 10+00 11+00 12+00 13+00 14+00 TONAL 0 GRAPHIC SCALE IN FEET 0 15 30 60 v N 0 U N Of 0 0 -6 w OLLJ Lnn H 0 m > o HORIZONTAL D_ r) 0 0 a EX. 8" GAS LINE 2 6 = N W 3 3 10+00 11+00 12+00 Y < w 00 o 0 N M J 3 0 J � 3 U �W 24" x 24" 4,000 PSI 24" x 24" 4,000 PSI ' /� CONCRETE PAD CONCRETE PAD v ) 1.5 U 1 Y O L.I.J N N E n 0 - FINISHED GRADE fPER FINISHED GRADE O n o n TOP SECTION VALVE BOX N VALVE BOX s (CAST IRON) 0 o PIPE SIZE & CLASS AS REQ'D CLASS AS REQ'D N w PER GRADING PLAN G PLAN I I I p E W C O QN � L W C 4) � FLOW FLOW FLOW FLOW o w See Specifications for See Specifications for Napproved bedding material. approved bedding material. w o m TWO WAY CLEAN -OUT ONE WAY CLEAN -OUT w (Use within 5' of building only) „�- 0 o If i w 0 H o J - 1 C o L CLEAN OUT DETAIL ; CLEAN OUT DETAIL 7 Z ma wo.¢ c1a aeea_ee Uj D a a U y m 0 a T N m GAS PROFILE NOTES z Q L a L 1 � V) 2 1 1�1Uj U� 1. GAS LINE APPROXIMATIONS ARE BASED ON TOP OF PIPE z ° ELEVATIONS PROVIDED BY INSIGHT. 0 5 O L 2. INSIGHT TESTS WERE COMPLETED BETWEEN 07/13/2021 AND w 3LO LO 07/15/2021. � 3. CONTRACTOR TO CONFIRM LOCATION AND DEPTH OF EXISTING GAS 0 0 10+00 11+00 12+00 13+00 14+00 LINES PRIOR TO CONSTRUCTION. w U m 0 4. CONTRACTOR TO ENSURE 3' MINIMUM COVER OVER ALL EXISTING Q m GAS MAINS. SHEET NUMBER O O r CU-501 a ~ 460 460 APPROXIMATE LOCATION OF X. PRESSURE REGULATION STATION 456 � P OPOSED GRADE 456 \ EXISTING GRADE 452 452 X. 0.5" PLAS IC \ GAS LATE AL \ ` 448 44s EX. 1" PLASTIC GAS LATERAL 444 ` 444 EXISTING GRADE a! !! \ 440 440 !!! \ PIE 100 TO 9 15" RCP \ ROBBING ! APPROXIMATE LOCATION OF REMAINDER OF EX. � \ 436 LATERAL FOR VISUAL PURPOSES 0 LY). \ 436 TOR TO -VERIFY DEPTH OF EX. ATERAL TO ENSURE ADEQUATE SEPARATION AS ! \ !! \ WITH ANY CROSSING STORM OR UTILITIES ! 432 ! 432 430 430 � � � N 464 464 EXISTING GRADE 460 460 — �/// PROPOSED GRADE n 456 ---- -- 456 z_ M 452 W 452 / rn cV / E 8" GAS LINE / PIPE 1 1A TO SWM2 15" RCP 448 CROSS NG 448 I 444 444 440 440 o n v7 n ao � co o n� 0 v 0 a 0 v E 0 x T v Y 0 0 0 0 Y 3 v n 0 u c 0 0 u a 0 0 `0 x T E n C 0 0 0 C 0 0 0 N 0 3 o Jc — N Q i r � - s — 3 C N J n 0 J -ov 9 � r N 0 o 0 U o v Q 0 0 L E n ' c v N C v v L `0 In o v T � V U NU-• � �D O m n I v v � 3 J D .0 0 s C 3 0 L p p v n � h C v N J o I a ) n Y 0 n v L_ y L n o T 0 V c J y � F N ai n `w E U O � c v n E Q y c w ' � o — v J C � N V r U n � J :J vi v 0 a O m O � J � N N O � y c O ) v 0 N N O C 0) O Y 0 n � 5 W � 5 � 3 m s 0 0 J 0 E In D 0 p o or JUNCTION BOXES, TRANSFORMER PADS, PEDESTALS, ETC. SHALL NOT BE LOCATED WITHIN THE RIGHT OF WAY, VARIES I I 5' 101y E V WATER SEWER 3 Po 0 t OE LOCATION OF OTHER UTILITIES (GAS, ELECTRIC, TELEPHONE, CABLE, ETC.) EASEMENT WIDTHS- WATER OR SEWER ONLY - 20' MINIMUM WATER Is SEWER 30' MINIMUM ■ SEE PART 3, PARAGRAPH 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 M a PLACE 5' GALVANIZED " WITNESS " POST NTH CAPPED ENDS PAINTED BLUE IN REMOTE AREAS AS DIRECTED. MARKER LOCATION MAY BE SUBJECT TO HIGHWAY DEPARTMENT APPROVAL. FINISHED GRADE --� tI'WVALVE ADJUSTABLE TRAFFIC RATED II BOX W/ LID u M.J. GATE VALVE WATER •d II It l I i LINE 2500 P.S.I. CONCRETE JP n 2'x 2' BEARING AREA. THRUST BLOCK q • a. A• e d A . NOTE : IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE TYPICAL GATE VALVE NTS FIG. W-5 TD-9 Will P' SIDE VIEW B Dot HINGES I I DIAMETER DRILLED HOLE TOUCH READ I 1 I UNITS.FOR C I 1 I ( 1 TOP VIEW I 3" DIAMETER FLAT I I BEARING SURFACE UNDERNEATH LIFT HANDLE L--__—____ 24 X 36' ------- ALUMINUM ACCESS HATCH TYPICAL METER VAULT N.T.S. FIG. W-7A METER SIZE DIMENSION A DIMENSION C 1 v2' 3'1' 412MIN 3'B' 2• 3'1• 5' MIN. ' 4' 5' MIN. GREATER THAN 4' pRDPOSALS 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- ❑O FOR USE ON ATTACHED SINGLE FAMILY RESIDENTIAL SERVICES OR DUAL RESIDENTIAL AND IRRIGATION SERVICES. 2' R " ^'111PRESe M z 3/4' M1ALE PIPE COUPLING PPROMM EQUAL aOR USE ON DETACHED SINGLE FAMILY TESIOENRAL SERVICE WHERE AN IW6GATON AMR IS NOT PROVIDED. CAST IRON UD FINISHED GRADE `CORPORATION STOP ."'Y.Yy;t '1y � � � 2 BRICK AS NECESSARY SOOT SPEC. 203, NO. 57 SAND OR DUST UNDER%"I "� n;y',�c• '�f�ry ge4t` "h AGGREGATE MBoxINIMUMYNNIICKNE55) TYPICAL SERVICE LATERAL INSTALLATION (5/8" & 1" METERS) NTS FIG. W-6A TD-10 I —. " I TIT I I I I I I I' CRIMP AND ROLL END OF COPPER PIPING T 42" MIN. REMAINING COPPER PIPE TO BE VERTICAL 24" MIN. SHUT-OFF CORPORATION STOP STREET SURFACE OR NON -PAVED AREA III MIN. I"'--+T•a"�I s" "I"'-0" MAX •4: •r. 2•_0„ .. _1 RUBBER COATED STEEL orSTEPS CAST IN PLACE 3'-0" MIN 3r� PRECAST REINFORCED � CONCRETE SECTIONS 12" MIN a ,ti :.:.:,:. a :'.':. _ :."b• .:•' "O" RING SEALS •4 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 LLETS CHANNEL TO BE ,3/4 DIAMETER OF CONTRIBUTING .�-- WNGNUT LOCKING ASSEMBLYSEWER' 1 INL A FILLETED INVERT OOR 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 Ao 318-16-4.5.1 AND 318-16-4.5.2. ASTM M15 AND A185 -DIMENSION: 151' INTERIOR/ 163' EXTERIOR LENGTH z 72' INTERIOR/ Be EXTERIOR WIDTH FRAME & COVER (SEE FIG. S-I-D,E) SLOPED AREA 1 WHEN LOCATED IN DRIVEWAYS OR PAVED AREAS, GREASE TRAP TO BE DESIGNED FOR APPROPRIATE LOAD BEARING C DRIONS. GREASE TRAP SHALL BE CAPABLE OF WITHSTANDING HS-20 LOADING. 2) ALL PIPE PENETRATIONS SHALL BE WATERTIGHT, 31 GREASE TRAP SHALL BE PROVIDED Wn GAs-TIGHT MANHOLE COVERS, IN ACCORDANCE WITH TOWNSHIP STANDARD v clrlarONS. 4) PRECAST CONCRETE SHALL HAVE A MINIMUM 28-DAY COMPRESSIVE STRENGTH 5000 PSI. 5) EXTERIOR CONCRETE SURFACES BELOW GRACE SHALL HAVE 2 COATS OF COAL TAR EPDXY. 6) Weal 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 VATH 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 WITH MASTIC TAPE (KEN SEAL OR APPROVED EOUNALENT) SEALANT. 9) MAXIMUM EARTH COVER"5.0'. Fill LOADING. 10) INLET AND OUTLET EQUIPPED WITH PIPE SEALS NTS FIG. W-66 VARIES BOX TO METER BOX (SEE FIG. W- THRU /W-7E). VARIES 2" COPPER /Z M.J. FITTING 4" DIP " PLUG THREADED FOR 2" COMPRESSION FITTING RESTRAINED JOINT FITTINGS NOTES: • GATE VALVE WILL BE 4' UNLESS OTHERWISE SPECIFIED BYTHE ACSA. • SERVICE LINE TO CONINECTAT MAIN WITH X"x4' TEE, • REFER TO FIG. W-3 FORTHRUST BLOCK DETAILS ON TEE. • REFER TO FIG. W-5 FOR THRUST BLOCK DETAILS AND DEPTH OF COVER ON GATE VALVE. • NO CONCRETE SHOULD BE POURED ON ANY PART OFTHE RESIRAINED JOINT. USEPIAsDCSHEETINGAS PROTECTION FOR BOLTS. `• USE 2500 Pal. CONCRETE. ACWWA Water Demand Estimate and Meter Sizing Using Fixture Values (Based on AWWA M22 Manual, Second Edition and ACWWA Rules and Regulations) ACWWA Project Number Building address or number Residential or Non-Residenfial Non -Residential �. Pressure Zone at Project 55 U (Obtained from ACWWA or Hydrant Test) Fixture Value Number of Subtotal Fixture or Appliance (at 60 psi) Fixtures Fixture Value Toilet (tank) Toilet (flush valve) Urinal (wall or stall) Urinal (flush valve) Bidet Shower (single head) Sink (lavatory) Kitchen Sink Utility Sink Dishwasher Bathtub Clothes Washer 4 0 0 35 3 105 16 0 0 35 2 70 2 0 0 2.5 0 0 1.5 2 3 2.2 0 0 4 4 16 2 0 0 8 0 0 1 6 0 0 Hose Connections (with 50 It of hose) 3/4 in. 12 24 Miscellaneous Bedpan washers Drinking fountains 10 2 0 0 Dental units 2 0 0 Combined Fixture Value 218 Demand(gpm) 62 Pressure Adjustment Factor 0.95 Total Adjusted demand (gpm) 5&.9 Required ACWWA Meter Size LARGE METER SERVICE LINE NTS FIG. W-BC Ila 14 1/2" 12 3/8" 12 1/2" WATER CAST IRON LID 18" METER BOX v) O > W • 4 • . ' 6" EXTENSION PIPE SLOT (2 PLACES) NOTES: (i) A 1-3/4" DIAMETER HOLE IS REQUIRED IN THE LID FOR TOUCH READ METERS. TYPICAL METER BOXES (5/8"-1" METERS) NTS FIG. W-7 TD-13 FIRE FLOW ESTIMATE FORM ISO (Insurance Service Office) Method of Calculating Needed Fire Flow NFF (Needed Fire Flow) ENGINEER Kimley-Hom DATE: 12/10/2021 PROJECT NAME: Wawa 1215 Seminole Trail CALC. BY: CBB TYPE OF CONSTRUCTION: WOOD FRAMEC-1 Class of Construction Coefficient — F: 1.5 GROUND FLOOR AREA: 6,049 # OF STORIES 1 Total Floor Area — A, (effective area) 6049 FIRE AREA Construction Factor CI - 18 (F) (A)° 5 Ci : 2,000 (ROUNDED TO NEAREST 250 GPM) TYPE OF OCCUPANCY: COMBUSTIBLE C-3 (Worst Case) Occupancy Factor = Oi : 1 EXPOSURE (X) AND COMMUNICATION (P): X)+PI= 0.00 X4+P4= X2+P2= X5+P5= X3+P3= X6+P6= (X+P)I = 1.0 + E(Xi+Pi) _ (Max X+P)i=1.75) 1.00 (n = NUMBER OF SIDES OF SUBJECT BUILDING) NEEDED FIRE FLOW NFF = (Q (Oi) (X+P)lI NFF = 2,000 Automatic Sprinklers: NO Reduction Factor: 0% % X NFF = 0 TOTAL: 2,000 Required Fire Flow - Rounded: 2,000 gpm Fire Hydrants Required*: 2 I CERTIFY THAT THE ABOVE INFORMATION IS TRUE AND CORRECT SIGNATURE: P.E. * COMMERCIAL AREA REQUIRES 350 FT. MAXIMUM HOSE LAY References: NFF calculation procedure described in A.W.W.A. 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CONCRETE BASES - ALL CONCRETE BASES TO BE LOCATED 5 FT. BEHIND CURB - ALL FIXTURE COLORS SUBJECT TO FINAL APPROVAL BY CLIENT GRAPHIC SCALE IN FEET 0 15 30 60 ill =30' THIS SITE IS LOCATED IN A REGION WHERE LIGHTING IS REGULATED BY LOCAL ORDINANCES ILLUMINATION LEVELS ARE THE RESULT OF CONDITIONS OR REQUESTS BY OTHERS RED LEONARD ASSOCIATES IS NOT RESPONSIBLE FOR INCIDENTS CAUSED BY INSUFFICIENT LIGHTING AND DOES NOT RECOMMEND THESE LEVELS FOR SECURITY AND SAFETY REASONS LUMINAIRE• LUM NO. •SUMMARY LABEL MTG. HT. 1 A2 17.5 2 A4 17.5 3 A4 17.5 4 A4 17.5 5 A4 17.5 6 B4 17.5 7 B4 17.5 8 B4 17.5 9 B4 I1.5 10 B4 17.5 11 B4 17.5 12 C4 17 13 C4 20 14 C4 17 15 C4 20 16 C4 17 17 C4 20 18 C4 17 19 C4 20 20 C4 17 21 C4 20 22 C4 17 23 C4 20 24 C4 20 25 C4 17 26 C4 20 27 C4 17 28 C4 20 29 C4 17 LUMINAIRE• LUM NO. •SUMMARY LABEL MTG. HT. 30 C4 20 31 C4 17 32 C4 20 33 C4 17 34 C4 20 35 C4 17 36 D1 9 37 D1 9 38 D1 9 39 D1 9 40 D1 9 41 D1 9 42 D1 9 43 D1 9 44 D1 9 45 D1 9 46 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 • •LEVELS -CALCULATED AT GRADE USING LABEL INITIAL LUMEN AVG VALUES MAX MIN AVG/MIN MAX/MIN CANOPY 19.88 29 8 2.49 3.63 DELIVERY 8.66 10.0 7.2 1.20 1.39 ENTRANCES & EXITS 1.61 4.4 0.2 8.05 22.00 PAVED 2.67 10.1 0.4 6.68 25.25 ROW 0.30 0.5 0.0 N.A. N.A. UNDEFINED 0.34 9.2 1 0.0 1 N.A. N.A. SCHEDULELUMINAIRE SYMBOL QTY LABEL ARRANGEMENT LUMENS 3000K FACTOR LLF BUG RATING WATTS/LUMINAIRE TOTAL WATTS MANUFACTURER CATALOG LOGIC COLOR 1 A2 BACK -BACK 9761 1.000 1.000 133-1.10-133 134 268 Cree Lighting ARE-EDG-3M-DA-06-E-UL-BZ-700-30K BRONZE 4 A4 SINGLE 7220 1.000 1.000 B1-U0-G2 134 536 CREE, INC. ARE-EDG-3MB-DA-06-E-UL-BZ-700-30K BRONZE 6 B4 SINGLE 7755 1.000 1.000 B1-U0-G2 134 804 CREE, INC. ARE-EDG-4MB-DA-06-E-UL-BZ-700-30K BRONZE ® 24 C4 SINGLE 10912 0.763 1.000 B3-U0-G1 101 2424 CREE, INC. CAN-304-SL-RD-06-E-UL-XX-525-30K (SPECIAL ORDER) WHITE 10 D1 SINGLE 1652 1.000 1.000 B2-UO-GO 27.2 272 Cree Inc KR6-20L-30K-120V + KR6T-SSGC-FF N/A ®. 2 S1 SINGLE 2659 1.000 1.000 BO-U5-G2 20 40 FC/SSL Lighting FCWS7170-XXX-30K-2500-CRI85-XX-D ALUMINUM 2 S2 SINGLE 2542 1.000 1.000 BO-U4-G2 20 40 FC/SSL Lighting FCWS7168-XXX-30K-2500-CRI85-XX-D ALUMINUM ®� 3 W1 SINGLE 4210 0.763 1.000 B1-U0-G1 43 129 CREE, INC. SEC-EDG-3M-WM-04-E-UL-XX-350-30K WHITE 1 W2 SINGLE 2105 0.763 1.000 1 B1-U0-G1 25 25 CREE, INC. SEC-EDG-3M-WM-02-E-UL-XX-350-30K WHITE 6 W3 SINGLE 12455 0.763 1.000 1 B3-UO-G3 127 762 CREE, INC. SEC-EDG-3M-DM-12-E-UL-XX-350-30K WHITE w Q 0 ofz O M N N L�Q Z � O Vo Z Qo U N 0 OU �Q p U a or-1of z 00 O Co � � z-O r w of7 C J o_N 0' W w003 Y x J N 3 0 pJ N o00 O ~ N 0 O U cn � O O Ln 000 Cn > } o w S N CD 3 U 1 ¢ v ¢ w (U/l O O U 0 0� Z Q I11 L.L N W WW I'z W u O r� U W V J G_ Q w m J Q SHEET NUMBER CL-101 m 0 0 To m TO O C O T m E Y O 0 C, O aZ 3 IS D IZ In In O C m N O by Q U C n 0 I T m E Y T c TO 0 O D C O D N 3 C) O .S. n 0 J D Q C it y J' 3 Z O _L s, J C N n E 0 J a J v m Q1 Y y BJ m C JZ o m c of O U - c O CC m Q L J 0 a O 2 nL E C _ By TO 0) C n D O cUs 0 be T m B) � m 0 O O a L m I °- m U 3 U D r 3 O O s c 3 BJ 0 30 TO ._ 1 U h U � C > gp m n J I Y a U Y U n a L V T C U o m V � y V C To L n B U taCr C m B of U B) O C m n E J ` Q .. - m yj C_ C O Z N = O C J � S TO TO J � :J m m 0 O m O � J � m O 73 L U Y c 0 B) y n a m m C B) O L 0 n m 5 c m 5 � 3 m s - m 0 0 J 0 E In � 0 � o or y- QTY LABEL DESCRIPTION nd' nd 1 A2 ARE-EDG-3M-DA-06-E-UL-XX-700-30K(SPECIAL ORDER) _ 4 Ali 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 Luminaim Produce Desaa Ion THE EDGE• SeriesPssa Mum, lmv DlMile deaNJn.lts rugged cant aWminlm nouLy Mnlmlm wihemedre ulremenmmtl futures an lno reswuthEMl MLED dr rcem arhnenteMN Y q 9L p P g performance aluminum M1eN einW. Vanaus mounting cholm:4dludebbbm. Dlnd Alm, of Min Lon9 ty-SideArmildogaidon pag e21 rcwdacaIsafdean. uard APPUmNmm, Pont tag Won, nikways <amcampusesmrankrsM1'w. Claim canpWes and Internetmad matlways Performanm Summary Patented Nan°Oplie• Product Technology Assembled in USA M U.S. and im,nw pasts CRI, Minimum M CRT CCT: 4000K le/-300K1, 5701 5MM mamam Limi1N Womanly': IC years on Luminaire/l o years an Colorfast @IkGuaNe finish m,l:m ,mmnmwe mmer,.mmnN,mn Accessories YboU I IsaMi ur reek umamtmumWama XA-SENSREM aemar mpkmnMln al Ma pgnmmi4 muse-knl vylvLeminimumolon MnbMWnrMa LL,apared Y�LSXM Ordo"I in Ed ion Fxmok: ME{pa.xM.µl g-EULSV-'ffiI RerpnW w o4t u mum ``I I (Mae Iwmml Lm Ceudt (-,of Dark'K %Npn m IZI- M M 211411ne1 al 1xrVOWM Min Illy M ill -am" vas flay M ILt'11®„M elm flay t0 IflP1WmM M1m 119y 12 mt'mOmM Mlk.lmy Ind arMmmM Mm1,lINl 16 x41'B11mml of ha I'0.l AAIDI/eA M W M- ew pg. 22 car xeipM1t & tlimureiom e mbeer RNue1 pp& MeunlM' Co.. Serra VmaPa (.,n pplme Conrad• ' housekeepers P an Tyre ll iype 111 1aTe IY Mlu.E. M Up., nmk Blatant -ConbN 6yollws 1. Mounow,yawo Mmlum Mee Mwum den M 1'AmV toe MS -AMb mom ne ncahm-Rehrin cML ra wM.Lam MA,W Y M U11 Amn SMn,a wouniv In wmmW T 11 BLS New a'egyn 10 Unkmnl N NmiSNain _IMeMeelo: tlawnl'gM1t Go Mryee111 an NBLS rum Tapu q ayaayya _ 1 y7JW 9Mr WX µ -4vaaW amen aPr PMlintianxa, o'lilr - - east Naliom McMmm PML R ran aMP w/Anal elnum ,own m dam 1a wh;w ,Mg to yreputle Xplea llml[Imalmml rue pernXEl uan for C Go BIS resaly soe r°foraiii BS .sevenminrweee P NWanu 65F1I v`tianswi�nnmzvmu ToI.E.nm Town Pal_ far TTaryen M.E. ium yygL,r NXPML cast rywna FTlLnpnnnx - Resonatenoa uor - Meihxwwre UL roltageooly XLay>�iners turn rMLl rm"He t oM�M..1u. w�enlem .mrn4n Pan Mr f No, w M Mn'FlopS "W. LAG Y ve mlu.w - anal Msmaxi m v e den -MtemNvowasiunt wmPe. m'Flm Ran = 6TMMm aI.tGnE.T'tW lamnain IFu m.mn cat m ram mML'm1m mmm.m emmn ea tare M D©L n they creenotrmmm I8000236-6800 Cram: areenanem-n:aeamm (800)473-1234 THE EDGE• LED Ama/Ftha d Luminaim Product Specifications CONSTRUCTION N MATMIAIS • Sim low preada, movarrome windram mqunmenW e wmnare sa ODm dl mRaWminum Mtn lntpnl w henght LED driver Pm em and h4hpeAomonehemsinks • DAand DLmount unfichres.mmnenti l cbng mounting meMM. Mounting is rugged the cast aluminum, mounts Go 3.6' 17&102 l square or mund pole and secures to poke wXM1 5116-18 UNC bulb spaced on 2' 151mml centers • Mand SA mounts are rugged die caAYumimm and mmnt Wr @Imml LP I a75" fa0mml 0.0. tenma • Includes Leacdouris guard e Eulusive Colorfast DMWGuam• finish batum an E-Cna epa pHl WthanuitmdumblepuM Wpm pmndirg eaelleN m.iNanmm -Corrosion, paramountaegnYUon and Maximum.Black bronze, sika, and white are available W M:Sm Oimenamnamd Weight Chatsanp9m1ant22 EUURIGLG55Ta InWfttager 120-22NerY2-caw, 50/6i)Hx Clam l drown THAT • Pmer Facto:. 0.9aNd, Y2 e DA-mmmaNcmMlbno 20%atfiseg load • FlAa terminal o OL mowm ma;gneewiM ioreast N=hooku ekLlnwlpa Into fermi IVEa ipa1pippre1IGalmreasypaexrhmkup • Integral tOkV sul9eaaDDrezzion Pmtedion zbMBN • Wnenmde aide fusing.a slow blow fuse chips GD breaMrNmU be used to addmminrush current • Consult facto f' 1 om msn is required factory g • MUMum 10V5o C 15TAi 20 LEDlualh 50m il 030may, 2p LEO @25a MomAl and 40 BO LE0: U15mA; 100-16O LE0:03OmA MULATMIY&WWMMIYOWLLIFIGTIOH3 • ENLuc Linked pGtow fawa lant'om • ncloaumraktllP66 par dN29 whin omertd MtrautPa Ro P Pe ch • Corda WANSI rt6.31-Mad pmdum • Mnde ds Aen 106.31 2m1 Uand OL overpass vibration amna.mawn.n ommawdhAq M.na DL ma„nW • ANSI C13A21mVdouble pL ion, tested In accordance with IME/MSI MITI • Monte PLC Port 15. subpn B. C nA umlto He conducted and redkbd emissions • WminaM and slash endumnm tested to Mmsknd 5,Om noun eW tMambientmlt%gm&lammdOned In ASIMStandaMB117 • DWquatrcd hwe SKUo-%krto hLraad/wwwaea iahts omismnW/ rmodem ntlnmm Om Me- li'Ame an ml.in whin ARM • A uvsmEMB wAVIv, Wnm.MRepWucLNe ww.pesnmErgyµ� DUE {LatlilD�i nMX omom IB001236-IBOO Ow6* rJ- E-33Y4 lmorombo-mn wFi (8001473-1231 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'baba■iI'd�©® II�III>•®I�I�I�I�I IIISIi7®II®I�il�■ia■i IIIS©®®®®®® I�II'I�I�I�i�ba:■i�i9■ J.Im I tram R.mnruy,Memr4N-,mwapeuyumn,amvnMr+a' THE EOBE• Bean AmbkM Aljuekd Ismen Meinbnnn' AntieN WFI aKm ReprbB 41F NKhr Rga u1F rights EWme� WF IWKhr End WF course 1. Do fore pre I.b M'Fl LET IID Aw an are IaCm•q In sour An ant tab M'L Va'N 1.a, a.. AN an an M'C m'FI I.N 0.n aN AEG a9Y .mrnmfm on -Lop mini.aalmm,bmun-B.kner..rmw,B.m..mam.mm� r r robes mbm,rm et®,wmun rwewma,mpdpwmaMbn L1�nlwrnnrm mmhwemm�aumbvanm mL.ametar.x.roe.....oar•o®inn"ns-e.°mtme.e,mnma-k-or-. CREE = LIGHTING QTY LABEL DESCRIPTION nd �' 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 onts Igo Nautili. Lin dinner Is mounted In a totaled w.athenl961 center chamber that allowenfor access"in below the fixture. LumlYlres mounts tan ITIca the come,or dock and is secured in placewth tan Cast Wmnum trim fnma Lumnw hat housing , causing wtc kopy its . uimom gasket In single a double skigetsmlbetween loin mare wide housing and canopydHe Suitable for use Inaugkmxiu01e 0,ncanopies Wlmlady 1406 Appmmlwdepanels Designed mmn,e..esd1922gauge (maximum 0040' nB.mindkkmasl mal9mtlr: Pstmlmm stations, Nmndera stout dtlw-dery links and resmannW retail ant pmnry PerfemtamSummary Patented Nanom it Product Techmlogy { Assembled In me USA Or U.S. and Impanel wr e Mis Minimum 70 CRT Cm:ONK 1•%30010, 5MK I* 500M standard Limited WamnWtoymrs an lumimirGnO were on Colorfast DelkGuarae finia Aaesmdes IP-S "I tsMmm carxussnslu Inpmenb8on MmepapmnmabnY&WMpptlrM1r rtlmen Wtoe.-nexttanWla m... Ordering Information PnmMM cox-scat-snd-RaasE-uL-sv-3a n mum a -2_ i End maul fir no.w Buys Idumml Iwm,N aen°peodOn ed 00 I 'vu7 m1 I2iMtml Wellwl aza lba 0.9gl CWY E Rvmn We boon IEaDoli count y,Tes Vmaae C LLem a, -term., lie apns M E pint ..Texas"opinalen CAlpa{ Us butTypeYNMYn ,h...froeden eta aspm° v linxiry oxeMmMmWas -1eh1�a�" TB V81nn holaaYe%I ON tow n SrzsIM IM bMeumm He Untnrsm tie cap P Fun Rbmumsamnmk 94f-d8au rYna and toCAL oAeso.torntMaehyhue Ls tors r.rnil.nETrywnnlwL Sheet Moam wrote P wevermm k1dmi6 4a m nnlun -Endm.. To ACRI -L'matampenw,e pe.wmioairc pr.v-.rnaa.,.,.uemalb.n6rrnAlr,mum.,•tan,r.a.4exl..aax.,m-wa.mum.ee.n.reanwlma,-is,I ncema4apnu..Lm.. Ci1Ln Was UgMlm.artesom T 18001236-moo F cof a M15 304 Sao"- LED Recessed Canopy Luminaire Produd5pecifications CONSTRUCTION A MATERIALS • Has Mount l houis sing constructed [rare rugged the cast Nunn num and incorporateenni high performance neat. I They saffic,tcaltya -q ar LEO roopy repeaters • M Mountl - -m housing is Constructed tram rugged de ins[ ammrum and kmures high pMomar,m a m... ..umrumhmaiMa spminmM dmignw fair LED Canopy amUamons • LEO driwr'b mounted in a soled weatMnight motor Chamber that aU carameastom Amwtheluminaim • FbMadlussaOHE dMn wrmm b on SMmN, W5m and MO an Nm-IC cat Wmiwinc • Iymmalre housing pmYided with fartay app0ed fxm go" and presumes I., a -.right swl between landin re housing bad mnow a', • Mounts diretlly to the Lee., deck and is xCur bykm with die cast aluminum from Theme • ITS mount includes integm[jurtllon bmwhimra wage N Installation MMM n.W W open WmiwM • Suitable Mruse Tn single iRas Mosne°rtlwbfe(RD MeundsWn Canopies who 16.1406mml wide pman • Designed far no action 019-22 page lmaximum 0.00' 11mM tnickness) Bee 2285enasn' canopy Luminaim for canopies using 12'LIl5mail deck sections • Exclusive ColorfastDeltaGuera' finish TeaWm5an E-C°atepmypft,r watch uura-durabLe powdertopcoat, providingomuent MCImN m ultraviolet degradation and abrasion. Blink Mmee, vWm znawniteem paiUble EL ly,t%i.,:1M • incur Vamp: 120-27ILLWas caw, 50/mH:,clad ariYxs • PwmrFactorr+09a1 NLLmm . TelexHamOn CDmbNnlea$al mlllwd • InkmLwmchenhtelemrlmlboWMkmnaldn llNa20WIcar 9 p W camp-rnesaka IntaghtsL IOW surge suppreeeon pm wn standard • Mancoaetltlatealuang,aamwbrow Ww Oryp C/DbmWr1MUM bound WEddms5'nrush current • Iw EmmCumM:0.15mA RE W IATORY&VO W NTAW aGLIRGTNNS • WI .Usba • SYlabwkrw Wutwns • Maeb Rga Pen 15 standards for conducted and ndktadmtaom • EncWmm nktl IP66 per DEC 60529 • tOkVsugeappmsionpmtestiantestesinecmmann MMIEEF/AMI C62.41.2 • Lumina;raandfnishendurancetesWdtow hdand5.000hwmd elue gush us ambient saltdeed an PS or SILL.,eb Tn ASTMStandard B 117 • BLC quamiea erenomereawT ignUg Sarah LWrmoned most 7Wm4 tlrAa Cement.Please refert°w.vw.tlesignL'gM1k.oq/DPLmr mostmmN infivermaton • ROHS tampmpllanr. tansull la[Iory car addl,lonaldXallS • Meets Buy American requirements within ARM .Om aIDENMWYKn der an Rmwwo d-H m- xwx.one"Nesan,Ca am lgmryaaemn 7wool x96-0am FIna ma -Sate Rmwkw,weYm@ CREE :. b°1•, wwmmwuNmem T 18001473-1234 F 1800189o-75w E rl.LWW LECmm kta, wlyln tp,mpy -To-TO Labor MN Mw 21N YN IMV 35kM Go Go now nal p.a n9 Is tali by m 0.m an, am I an, I I As s2 M Inan am OJI aA ant AId m 1m 1 ant a{v ou I an I bad 1 .2 7mrt4 N N I an I am !do con 10. 1 Osl as IN 1.16 1 ands gA gf0 OIg ant E,xelarYeID'Cm'Fl aL LYW n YINYII YIEMY 4amll NYrblralrmy ANSI,.Wxo Instal MKlr nolem8 WF MKk ftI.' LAW thel U. NF 1NKk Glolela8 LHF Thi 1. taw taw tow f.w IVL®'Fl 1. 0.m now aH who oficmr'Fl 1aa taw cons cold sun a•CWn ITT 0.N ant av2 an a'ch,'Fl ifed Exas .1 Me tam pH wxmpmm G.-aW, consist. Lq.a o" Isnook eve- saw -vas Timor 1.. n. LLI11. m:,nhppelE.w W W Wm1m NManllneeunlfnms wIox4n,n.nnlmaTllabmamtlLmtlW CREEWe pll.m: xvaow[mn/m,:aw T 8001 U]-1234 F(800)WO-7m7 QTY LABEL DESCRIPTION g 10 D1 KRS-20L-30K-120V + KRST-SSGC-FF Fiwr KR Series KR6TM LED Specification Dw Ught - Round 6' Produce Description 71 mom LE0s etllicalion aoemli M Bancres Coal Tme%Tika Txnncu and delimm beauNu P 9 w Afar-quaWy light myth an...y W to 76 Tom... pnrwatl. naaiored flu m-nestru<tian applicatbm, tM1 KFI Series is available -In a Varietyf CLAY, temperatures, mood and I- with hi h- ualil 9 i 9 Y and . 1 reflector finishes. EDimming leg ompary access ne xt etyol dimming 1 a 7W I: I- S V m n incan MMMI n- n arm tightnn oP 9 9 9 9 a1WY P transitions Ica DWNm1m0Has naNnllyasa incandescent source Peri r nm Summary admis Cree Theftifters Technology InMI Oate Wlnu, ]00.5,3m WMw;p Nd[union output Is lYpl Man used a SUBC once renenar Input r:l3-87 vntls Emmpnry Pomamwm, Up to 1.210 U.. lam Minimum m can W. CRI: W CCT, 27MK SONY 3500K. 4000K, 5=K Controdis iac Dimming to 5%,hit -tw Dimming To M%,ana Whon EmSy.[cm°pmmingta I% UmN MmW: 10 years on Mote Wmimi,M year onammwie limitedMMMEmeryengB kUpiffli aeM l Year BaneryBark URTest,gJarly in accordance was lout mtles sag nr,m,mas Alp n RWimlapm BbeMCMIMNrpw 6mra,MXFIpR Mn Tim �aalvenrin6eapm wro.°w°N"VmmNrytl McM1? d,mr Irc,v„mW Itvmmxt9nmlc.mmnM - un nRalmc-1 lumnems RBIOIC-1 TA M PdrMM'N10mm1x1-1TmmM ImfiA .t?UsmMmmM CIa,...t6.n-w'nbrry:rgbm,.nnl,na mmn.mon veTubmr ONefing Imdrmaapn Fuca' asu mdM Wmi,are s mmppud N Mo mmpmmN tMt mu W N amoral sgank¢: Fmm�le. an NECXRd-ML.aK-1aV-1 aY•RMIW:KR6i-SanC.FF Reflxbr INwbin9 nNw M ham mpva W yl Serlee IIMMarfMbh FkryaFFIN aplb,n -ReMSbaY.......TrusiNwM pannma hHemrsana 4ynwMolS YNEmn anw CWr sawMT&Pent MnVYa ,m Wnm PabEx ache Car Voles, Lamm. apX lanx 1. x,.wlna w' Lumens-L WV ZImN To. nt.mr whowle 10 Len, is"aEr-f .r•xt p0 Lumens-61 LFW °n91e aN an'Mm AM-1W nmminp 'Reform aaxis tow ... 1.1 sho"oymanm 00Lumnu-8I11%' ban uls W9e6 ILL lllg LMUt�E.Smrex,lly sp Lunem-m LLW mEmN holopro .onere, fOlm[N ddw. s,3mLlmas-M 11w' msrasusillai ova Deff nalklaML 1m m-me mow � "M ®® E�TECHNOLOGY `D� CREE LIGHTING D L© n U5, T1001 gamete) Caaam T(NO1473-1234 KR6TM LED Specification Do Ught - Round 6' Product Specifications CREETRUEWHITE MCHNOm A revdm 1 [ h M1 ua' w ft Used, peeTnb% W Devishrep:Y way 9 9 a MY 9M Ifax, gy patested pp , h mandm n vd:aiwmndn Mo Ed minUi in '1 lumihghnous n enabryntl MNon9mbrmwekr,Mmxaie m nEi dog M1'gM1 Wm sous eX'mry abase m:ar:RanbrWutlm. m1a7 MON&MAT • Lmv bngMnms paraMlk spun mink aW imm cm LOV Chaml thick wish NELlsI radius ad ..tenuous mo-fuNe • Sage 41Tn Glow Clear finish, standard • 2'I51mm1 apeMremmat to acmmmoaek eualmdaN and op to a" D6mm1 thick ceilings and Pmride flywhi h,In mounting within and • Provided with quick mounting brackeb car CptlanaLmrrying channek •Lightenginq cabin, and drnramessibmimm M• miUng ELECTmCY5VSIEM e pewrhebn.A9 ,Vand SIN • Total HarmanleOWoMMnnbnn 20%e1 NO Wad • Input Power: 120,277yorMN 5D/W r Operating Tempenlun Wngerlg'L -MO'L 1U'F-•1 W°Fl; minimum operating tempemlurtwNM1 Emoplion is Oct 13PR • IMS.into.m9L&13LO.15m;alL L:2.2mA;WL:0.11mA mNTm15 • FOrdantlardledngnMm mmrol-ilWiSrycMn en pge4 • Trbcdimmingtheebgm5% • CaMinuous dimming m IMWI 0.1 By Be CoMml promo) • I M g . LLm,R 9L a 13L D. 15": 20LQL bleak • For use Win China 2 dimming sysmmsonly • UwmI lgMing wn"W"h mu Lmnnecton prmntroW Wended fir uta with LED flMuns • When EcoSYslam•oYnMnemi% • Rekmbehad, /mow tl,Nno mMem6Lee•xlnemr/taw mMrWemn Its in slkrvtaneeforrtmmmendetl dimmno mmmlea,dnrsn° BE W uTom B YOMMTMY NMLliptll0xs • uwa Dsiea • Suitable car n,ru-Mrin9W lUM-"'C • Sultablemrdamp Wolf. • DasignedbrindwruwonN • Thermally protecmtl Type NON IC In accordance with Pstlde 410 of pow NEC and A15" • Rmulmminknum9D'C9uppewnduMm • Mason FCC Part 15, Subpn B, Chains A IIMm car wMucted Intl radiaktl m gfSU • Emrgs•3tar•<vrUFletl MtM1 lM1e eaceptiona19L. 13L and 50NCLT.PWw Atari° far, fi.mmamsuitsbr moN tumortinformation • MHScomp48p1. 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W wMrHM fmmr to a Eb far debate Input Ymmge power supply certifications Unionist 1M-27NAC l Options 347VAC(into") InbOM(that It, NerOanlc, high power faults> 94% 912V EFAM LMad, CEO Me 24 JAB CMWWt(MYy 90CM MpliK MCMOW amMBrlLs LL1ow/(SA fT12 fh M0A-CYNI/I�IIF]9/IMBD power nllggmpe011 19W@1aut-217Y (madMUIN eneemp iowbn iadMR D1w 0141 wI Flypast-WWoemmMgMaMlomwm-0 © QUICK SHIP PRODUCT stage k gisharrg.Gom Dim papaveAmnR bMUgaemems,saWwndinearesuNvmdvlaMgmprvb Mllphlkp,®wetle,BMmPlrpbbbe[tlemYmmedbWextlhwtmaa, R�aOpaml®mMa9yle0rmMm R%UpAGng1em15 a,q mna,lims. IVI. US Cbmmemial Lighting Manufacturer Since leas SpwN alm Sheet O FC Lighting, Inc. 3609 Swenson acre • HE ctmdas ll • W174 1 fdlgnng.mm I M.M.lM KW Rex OR919 Sam YaTA9E TEMP ME m m mO RIM1 OP110N88 ACCESSmIES RAQlW ow MN1gAL171V r !AI 12m dmMs Bah as ma m BwA m olworrow"%) am• 3rN'DRwM n 1800lumms114m Qa WW u Baa ELV' E1v Ulmming 1120of only) aK Am 1'... MW re OobnW OMII DMt0mm1m1 (mmnmM 4N Good farm, 132M a muse DaLI Rau o,mmiMl,w'aYmM 62001umars(4M wK w ma mmry BxmpjaMMaN Y BINLrmMua •avmamWybYlaw DFACEINCLUOED OPTIONAL FACES ION 1I1 ICI aaaaaa. III Consult Factory for other optians and mOprafims. Tofrafreis, amNe pmpw umngulslms im forllweng speuRSlmis scowl usdireruly°leut HE Wnue uppllpbID rntwrensnnmwremnawm cal pmkl.lodmlp�nwaW.mamengpaees.mel�WampppapLL ©QUICK SHIP PRODUCT tailAddogofieffew. kabmNroederNwlnamd+reTVare an epa:seatimeameuh9+nbdmasaYtlatMM.RLMdY,p,anLw tledpMbolmnpsbabaMAbutmnedbbexilM1wtMba, NMOam UM Na®y0amnl m iC uAh4n9 tams a,p mntliMn. Specification Sheet yq US Commmdm LlgMing Manldadumr Since 1M SpeeNication Sheet JS Rw, O /uMe O PC Lighting, Ica. SUCH) swe 360mmn and • M. matlm it • fiol]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 EXISnNG POI ANCHOR BI BASES ARCHITECTURAL AND SIGNAGE STRUCTURES LANDSCAPING PLAT IS), 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 ONECTS 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 WITHOUr WRITTEN AUTHORIZATION FROM JAYME J. LEONARD 15 STRICTLY PROHIBITED. PROJECT NAME. WAWA ALBEMARLE COUNTY, VA DRAWING NUMBER: awa RL-7277-S 1-R5 W Q 0 z Z O Ih N Ih N LU Q Z O (n 6 W Z H 0 Q U Ott0 OU CC C") NO U a Iz O DO O � Q I I � 'at- ZO } W Off GO J C) CO W Y WU03 - Q Y J N CIO N J ■ (D3: O (D r- Z M :E 1 N 3: O M U H V) Y Of LLI O 75 O Ln 000 (n m m a- � Q O Q > Q I"')_ 0 O Z m w N LLJ Z 1 ¢ US ¢ w U Ul w O O S U U J W Z J N Z W N W Q W z W � MW Z Z OU I..L U W V J Q W m J Q SHEET NUMBER C L-501 C } m m N O_ U W N Yi Q Q Q TJ C O C O = 7 T v QTY LABEL BESCRIPTION 4 _ Y 3 WT SEC-EDG-3M-WM-04-E-UL-XX-350-57K 0 Ilk 1 W2 SEC-EDG-3M-WM-02-E-UL-XX-360-57K _ B W3 SEC-EDG-3M-DM-12-E-UL-XX-360-67K V) Z D 0 'O s W 3 01 LIZ IZ N U C m N O O O N Z Q U C Cree Edge® Series o O LEG Security Wall Pack Luminaire N _ _ Rr prY: V6 rVl9/x019. TProduct Oesalption N 01 Me Crew Edges watt mount Wmlmlre has a slim, arrr stable defier. The Wmimire end cawsare U Q IndictmentIndictmentrugged me o al alummumwith Integralweathenlgm IEDdtleercomparlmentsand Mgh Z pedornm nce aluminum heatainks speeacaeydiii mrLED apPllwtions. Ne.ain9 is ra9gea — Y aluminum. Includesa lightweight mounting boa tarinslallation onrpanmm and mud ring single gang _ T l-Bores. Secures Iowalleith four 3116 15mm1 screws Ihyothenl. C Nuix enlryfmm lop, bottom, -, (n Q sidesand rear. Allows, mounting for uptight or downi Cesigrcaml appeared!bonds, _ O LLIZ throughmismag. Includes leaf/debris guard — Q =O Applla :Gen.ralareaand...... I, lighting Q C) N O D Q Z a Performance Summary OOIX 0 U Patented NanoDplic^ Pmtluct iechnolopl < D Assembled in USA 0 U.S. and imported perm O r) d' 1B3• CBI: Minimum NCRI NfYmO pO Lo Q D CCT: 4100K Id-3a0 ChXK1d-5DIKI slarAeM �\ zQ Lo x oLimieditha mi la seem on lemidere/10yeam an Catamount DetexGuardennish Z� ..sw..mmemm N OIn LLI -O O --—�},f Of7 Ip J } U—J�J/ >- W Y I/j as, Accessories Im4iinml } p Z J 0 V O W 0 1,ad.. wassunT-ISlxmmmlkued calteradc. 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CIameA Umhs farcondscletland red tetl C N Y eta C En[IownnbtllPdd pm IEC 60529 wfimoNantl MMwt Pon PML opliom O UI ARE I C136.21akVaude Emission, tested In accordance with IEEF/ANSI WindoU2.41.2 • Wminertand nt saitoll=Mmshd bMted In A5,IlODM1dunW LD U DMwte]amblethmrogmndlllamasdMned ln/S1N SmndaMB11] LLDE.L oreymurod Mmml.nsKUL R.ror he lu Mmaa/wr Adirdentg ul .aU"Mi ARMcmrent inromlaam 01 • Maem aryAmar canrpMramenm wRllin ARM J U •�nRmalawamNNkc..a.ne rmrmm»w:m- O C :e rT'grauvnMow: p,axed terse egu as a wmmww.axes,-roan„¢cams vaut p®fnamenm:unnw,ao°m" nam N W C C (J O Z m H o S _ (� C J � N r U6 ElalgmroAma N001336-AIS CREE = LIGHTING Z w U f+rds raOelx:mmn.e.an18001 d]3.,23< N m J= QU y m 0 a T o m v, C ANYSffE PLANS FLOOR PLANS RENDERINGS LIGHTING LAYOUT(S) SAND PHOTOMETRIC PLANS INCLUDING BUT NOT LIMBED TO ANY PROJECTS CREATED RODUCED BY RED LEONARD ASSOCIATES INC. ARE ONLY INTENDED O Da O. I ). I ), T(I O I) /P PROJECT NAME . J 'N FORILLUSTMTION AND QUOTING PURPOSES ONLY. RED LEONARD ASSOCIATES HAS THE RIGHTTO USE THIRD PARTY LASERS,SCANNERS, ANDCAMERAS BUrARUAL PROIER CONDmONs, DIMENSIONS, ANDACCURACYOF `V R E D L E O N A R D MEASUREMENTS MAY DIFFER FROM THESE OR ANY PARAMETERS. RED LEONARD ASSOCIATES INC. ASSUMES NOLIABILITY FOR WHAT ISCREATED/PRODUCEDINTHESE RECREATIONS. THIS INCLUDES BUT ISNOT LIMITED TOTHE WAWA w Z 73 USE OF, INSTALLATION OF AND/OR INTEGRITY OF EXISTING BUILDINGIS), SURROUNDING AREA FOR PRODUCTS) SUCH AS EXISTING POLEIS), ANCHOR BOLT(S), B45E(S), ARCHITECTURAL SIGNAGE STRUCNREIS), LANDSCAPING iti o \ ASSOCIATES PlAN(S), LIGHTING PIAN(S),FIXTIIRESEIECTION(S) AND PLACEMENT, MATERIAL(S), COLOR ACCURACY, 7EXTURE(S), AND ANYTHING ATTRIBUTEDTOPHOTO REALISM THAT ISCREATED. FURTHERMORE, RED LEONARD ASSOCIATES ALBEMARLE COUNTY VA INC., DOES NOT ASSUME LIABILITY WHATSOEVER FOR ANY PURCHASES MADE BY CLIENT BEFORE, DURING, OR AT THE CONCLUSION OF THE PUBLISHED WORK. THE CUSTOMER, ITS RELATIVE AFFILIATES, AS WELL AS ANY OTHER , N Y PERSON(S) I N VIEWING OF THIS PRODUCT IS RESPONSI BILE FOR VERIFYING COMPLIANCE WITH ANY BUT NOT LIMITED TO ALL CODES, PERM ITS, R ESTRICTIONS, INS rRUCTIONS,PURCHASES, AND INS TALLATIONS OF OBJECTS VIEWED wci�� fig n DRAWING NUMBER . m 1340 Kemper Meadow Dr, Forest Park, OH 45240 WITHIN THIS DOCUMENT(S)OR PROIECT(S). SYMBOLS ARE NOT DRAWN TO SCALE SIZE FORCURITYPURPOSES ONLY. SIZES AND DIMENSIONS APPROXIMATE, ACTUAL MEASUREMENTS MAY VARY. DRAWINGS ARE NOT Lu f 573574-95001redleonard.com INTENDED FOR ENGINEERING OR CONSTRUCTION USE. THIS DOCUMENT, ANY RED LEONARD DMWIW(S), OR PROJECT(S) IS NOT TO BE USED AND/OR INTENDED FOR ENGINEERING OR CONSTRUCTION PURPOSES, BUT FOR RL-7277-S1-R5 s • • z O O ILLUST ATIVE PURPOSES DNLY.ANY USE OFTHLS DOCUMENTATION AND/OROTHEAARTICIFS PRODUCED BY RED LEONARDWITHOUTWRrfTEN AUTHORIZATION FROM JAYMEJ. LEONARDISMICTLYPROHIBRED. 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'trp'l�ml IC m C. �!al � tF�I 1 r N W --biI rY IN / W --4-.-�N �� W IN STING TREE REMAIN, TYP. 11QSQFT / \ LART.ED AR C+ 31*1 RIVER ROCK, TYP. \ \ PLAI • • L 51 Wawa 2.26 ACRES \ W50-FB-VA 1 6,049 SF 117 FFE: 457.05 48 WAWA SPACES 1- 87 SOFT =D AREA I � \c D \ \ 298 SOFT \ PLANTED AREA �G W f W W w:v_v_'.wr�riicarariir * q�7ir�O,Ot O:G1Z1�q�Ai err 775 SOFT PLANTED AREA MULCH ENTIRE BED, TYP. PLANT BED EDGE, TYP. PLANT SCHEDULE TREES QTY BOTANICAL NAME COMMON NAME CONT CAL/HT REMARKS AR 5 Acer rubrum 'October Glory' October Glory Red Maple B & B 2.5" CAL. MIN. Strong Central Leader, Matched. GB 7 Ginkgo biloba 'Princeton Sentry' Princeton Sentry Maidenhair Tree B & B 2.5" CAL. MIN. Strong Central Leader, Matched. GS 2 Gleditsia triacanthos inermis'Shademaster' Shademaster Honey Locust B & B 2.5" CAL. MIN. Strong Central Leader, Matched. QR 6 Quercus rubra 1 Red Oak B & B 2.5" CAL. MIN. I Strong Central Leader, Matched. ORNAMENTALTREES I QTY BOTANICAL NAME COMMON NAME CONT CAL/HT REMARKS LI 4 1 Lagerstroemia indica x fauriei 'Natchez' Natchez Crape Myrtle Multi -Trunk B & B 8' HT. MIN Strong Central Leader, Matched. PY 15 1 Prunus x yedoensis Yoshino Cherry B & B 2.5" CAL. MIN. Strong Central Leader, Matched. EVERGREEN TREES QTY BOTANICAL NAME COMMON NAME CONT CAL/HT REMARKS IX 11 Ilex x 'Nellie R. Stevens' Nellie R. Stevens Holly B & B 8' HT. MIN Full To Base, Dense. TO 13 Thuja occidentalis'Smaragd' Emerald Green Arborvitae B & B 8' HT. MIN Full To Base, Dense. SHRUBS QTY BOTANICAL NAME COMMON NAME CONT HEIGHT REMARKS i t i CS 35 Cornus stolonifera'SMNCSBD' TM Arctic Fire Yellow Dogwood Cont. 24" HT MIN. Full To Ground, Dense. lex cornMa ' u or II P ana w u r o y u o roun , en6e. IG 46 Ilex glabra Shamrock' Shamrock Inkberry Holly CONT. 24" HT MIN. Full To Ground, Dense. IV 26 Ilex verticillata Winterberry CONT. 24" HT MIN. Full To Ground, Dense. IT Itea virginica 'Sprich' TM Little Henry Sweetspire CONT. 24" HT MIN. Full To Ground, Dense. PL 46 Prunus laurocerasus'Schipkaensis' Schipka English Laurel CONT. 24" HT MIN. Full To Ground, Dense. RC Rhododendron catawbiense Catawba Rhododendron CONT. 24" HT MIN. Full To Ground, Dense. GROUND COVERS QTY BOTANICAL NAME COMMON NAME CONT SPACING REMARKS CXA 29 Calamagrostis x acutiflora 'Overdam' Overdam Feather Reed Grass #1 30" O.C. HXS 109 Hemerocallis x'Stella de Oro' Stella de Oro Daylily #1 24" O.C. HCC 171 Hypericum calycinum Creeping St. John's Wort #1 18" O.C. JHC 193 Juniperus horizontalis Creeping Juniper #1 30" O.C. LSV 385 Liriope spicata 'Variagata' Creeping Lilyturf #1 18" O.C. PVH 69 Panicum virgatum'Heavy Metal' Heavy Metal Switch Grass #1 36" O.C. PAH 125 Pennisetum alopecuroides'Hameln' Hameln Fountain Grass #1 30" O.C. SSL 56 1 Schizachyrium scoparium Little Bluestem #1 30" O.C. • / __-a ABET (VA) CHARLOTTESVILLE-1165 PEPSI PLACE, LLC D.B. 4722 PG. 213 D.B. 2359 PG. 589 (PLAT) �D�y PAR 2B0 ZONED: C-W0 COMMERCIAL ��\G 95� PARCEL USE: CONVALESCENT HOSPITAL SITE LIGHTING, TYP. 47 SOFT ' !KEED AREA FENCE MEANDERS ALONG P/L *, I 40' GAS LINE EASEMENT D.B. 290 PG. 434 D.B. 421 PG. 500 D.B. 1683 PG. 337 � 1I `EXISTING TREES TO REMAIN, TYP. TREE PROTECTIO\ \ FENCING, TYP. SEE SHEET \ O JA-ZA IMITED PART D.B. 1134 PG. D.B. 77 G. 401 PARCEL ID: 0 0-( ZONED: C-1 C-Q PARCEL USE: VACANT C GENERALNOTES 1. SOD ALL AREAS WITHIN WAWA PROPERTY LIMITS THAT ARE NOT COVERED WITH MULCHED PLANT BEDS, STONE MULCH, BUILDINGS, HARDSCAPE, PAVEMENT, OR OTHERWISE NOTED. 2. SEED WITH PERMANENT LAWN GRASS ALL AREAS WITHIN THE RIGHT OF WAY'S WHICH ARE NOT OTHERWISE COVERED WITH PLANTING BEDS, PAVEMENT,BUILDINGS, OR HARDSCAPE, PER THE SEEDING SPECIFICATIONS ON SHEET CP-501. 3. EXISTING TREES AND SHRUBS INDICATED TO REMAIN SHALL BE PROTECTED FROM CONSTRUCTION ACTIVITIES BY INSTALLING TREE PROTECTIVE FENCING PER THE PROJECT PLANS AND SPECIFICATIONS. 4. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR PROVIDING AN IRRIGATION PLAN AND INSTALLATION OF THE IRRIGATION SYSTEM. SEE SHEET CP-501 FOR GENERAL LANDSCAPE NOTES, PARAGRAPH R. 5. SEE SHEET CP-501 FOR PLANTING NOTES AND DETAILS. GENERAL LANDSCAPING NOTES 1. ALL LANDSCAPING SHALL BE INSTALLED BY THE FIRST PLANTING SEASON FOLLOWING THE ISSUANCE OF THE FIRST CERTIFICATE OF OCCUPANCY WITHIN THE DEVELOPMENT. 2. ALL LANDSCAPING AND SCREENING SHALL BE MAINTAINED IN A HEALTHY CONDITION BY THE CURRENT OWNER OR A PROPERTY OWNERS' ASSOCIATION. REPLACEMENT MATERIAL SHALL COMPLY WITH THE APPROVED LANDSCAPE PLAN. 3. ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, AND BE MAINTAINED AT, MATURE HEIGHT, THE TOPPING OF TREES IS PROHIBITED. SHRUBS AND TREES SHALL BE PRUNED MINIMALLY AND ONLY TO SUPPORT THE OVERALL HEALTH OF THE PLANT. WAWA ALBEMARLE COUNTY - ENTRANCE CORRIDOR OVERLAY DISTRICT & SEC. 32.7.9.5 Location and Requirement Width (LF) LF Required Provided North Property Line (Greenbriar Drive) 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 LI 2 Large Deciduous Tree" 1Y LANDSCAPE SETBACK ALONG ROAD. LARGE SHADE STREET TREE (3.5" CAL.) 35' OC W/ INTERSPERSED 10 165 33.0 Medium Shrubs (1 per 5 LF) 61 Medium Shrubs ORNAMENTALS (8' HT.) & SHRUBS 5' OC. N/A Ornamental Tree (Interspersed) 4 Ornamental Trees' South Property Lines (Along Adjacent Property) N/A WA N/A N/A N/A N/A INTERIOR - NO SETBACK- LIKE ZONING. East Property Lines (Along Adjecent Property) N/A N/A N/A N/A N/A N/A INTERIOR - NO SETBACK- LIKE ZONING. LANDSCAPE REQUIREMENTS ALONG ROUTE 29 AND GREENBRIER DRIVE HAVE BEEN ADJUSTED ACCORDING TO COMMENTS FROM THE ARCHITECTURE REVIEW BOARD. WAWA PARKING LOT LANDSCAPE REQUIREMENT -SEC. 32.7.9.6 AND ENTRANCE CORRIDOR OVERLAY Required SF Required Trees Calu/ation Provided u 5 /° of parking paved area. 1 Tree for every 10 parking 53,801.73 SF x .05 = 2,609.09 SF 2970 SF spaces provided 68 /10 = 6.8 Trees 7 Large Trees TREE CANOPY REQUIREMENT CALCULATIONS (as noted in Sec. 32.7.9.8) Gross Site Area 2.260 Acres 98,446 SF Tree Canopy Required 10% 9,845 SF Tree Canopy Existing to Remain 0 SF Tree Canopy Provided (Total) (Refer to Tree Canopy Breakdown) 10,124 SF TREE CALCULATION BREAKDOWN Qty. Type Size 10 Yr. Canopy Coverage C Provided 5 Acer rubrum'October Glory' 2.5" Cal. Min. 452 SF 2,260 SF 2 Gleditsia triacanthos inermis 'Shademaster 2.5" Cal. Min. 481 SF 962 SF 4 Quercus rubra 2.5" Cal. Min. 424 SF 1,696 SF 8 Quercus x warei'Long' TM 2.5" Cal. Min. 464 SF 3,712 SF 5 Lagerstroemia indica x fauriei 'Natchez' 8' Ht. Min. 77 SF 385 SF 5 Prunus x yedoensis 8' Ht. Min. 99 SF 495 SF 11 Ilex x "Nellie R. Stevens' 8' Ht. Min. 44 SF 484 SF 13 Thuja occidentnlis 'Smaragd' 8' Ht. Min. 10 SF 130 SF Total: 10,124 SF GRAPHIC SCALE IN FEET 0 15 30 60 1"=30' 0 r7 N M N L, ZQ z, 0 Vo �o Q O N OU DOp �E 00 U ¢ (5Z n z of DO O � Z- O W o7 m J OIn � 0 W w03 Y Y J N 3 Op N J O0 O 0 )BBIE D. ROACH LiC. No. 1870 12110/2-02-1 v 0 o 0 O Cnn DO ,� \ O m m ¢O Q > ¢ Z w S N < Z 3 V 1 ¢ v ¢ w (U/l O O U Z J 0- V Z_ Z Q J 0. 0 0� Z LU N W W Z I'z W O O Ld w n/ LL V J C_ Q Ld m J Q SHEET NUMBER CP-101 C N W 0 U 0 N a a 0 C O I v E Y 0 T a ° 0 r 3 ° D 0 N ti c ° a v 0 `o T 0 0 ° 0 C O 3 0 A Lo J i Q o � C � v 7 Z 3 z a o J $ 1 3 � C n ° E 0 m � r c = o o w c ° Q � J L 0 0 D` o c E o '- o � L c 0 � o 0 0 T y v o' 0 Y ° 0 0 0 0 L n I � n H " U 3 O � r 0° o s L 3 I o p .. n `v � o C J y J n Y � n n E N O r T U c O V V v U � V a� _ c U _ L N v v D ° E ' U v w :D o n m _J E Q z ° z ° J 1 � r n w I � i v c o O = J � N ° o ° c v y c 0 ) v a ° ° C N O L ° n ° 5 c � 5 D 3 v s 0 0 J y E m � ° p o 0r WAWA STANDARD LANDSCAPING SPECIFICATIONS: 1. ALL TOPSOIL SHALL BE A MINIMUM 4" IN ALL SOD AREAS AND 10" - 12" IN TREE, SHRUB AND GROUND COVER BEDS, INCLUDING PARKING LOT ISLAND BEDS. IT SHALL BE APPROVED BY A WAWA CONSTRUCTION REPRESENTATIVE, PRIOR TO INSTALLATION. 2. PLANTING BEHIND PERPENDICULAR PARKING IS TO BE LOCATED A MINIMUM OF 5' BEHIND THE CURB LINE. 3. ALL LANDSCAPE AND GRASS AREAS ARE TO BE HAND RAKED AND LEFT CLEAR OF ALL STONES, ROCK, CONSTRUCTION DEBRIS AND ANY UNSUITABLE MATERIALS. 4. ALL LANDSCAPE AND GRASS AREAS ARE TO BE IRRIGATED BY AUTOMATIC SPRINKLER SYSTEM. (SEE IRRIGATION SPECIFICATION.) 5. LANDSCAPE CONTRACTOR WILL LOCATE ALL UNDERGROUND UTILITIES PRIOR TO ANY EXCAVATION AND PLANTING INSTALLATION. 6. ALL AREAS TO BE LANDSCAPED OR COVERED WITH STONE MUST BE TREATED WITH A PRE -EMERGENCE HERBICIDE (SURFLAN, DACTAL OR APPROVED EQUAL) IN ACCORDANCE WITH APPLICABLE FEDERAL, STATE REGULATIONS AND THE MANUFACTURER'S INSTRUCTIONS. 7. MULCH BEDS ARE TO BE DELINEATED WITH HAND OR MACHINE DUG SHOVEL EDGING. 8. LANDSCAPE CONTRACTOR TO SUPPLY AND INSTALL A PERVIOUS WEED BARRIER (DEWITT, DUPONT OR APPROVED EQUAL) IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS WITHIN ALL LANDSCAPES, INCLUDING STONE AND MULCH BEDS. ALL WEED BARRIER WILL BE OVERLAPPED A MINIMUM OF 6" AT ALL SEAMS. AT PLANT LOCATIONS, BARRIER SHOULD BE CUT IN AN "X" PATTERN SO TO ACCOMMODATE ROOT BALL AND REPLACED AFTER PLANT HAS BEEN INSTALLED. 9. WEED BARRIER SHALL NOT BE VISIBLE IN AREAS DESIGNATED FOR STONE MULCH. WHEN STONE IS CALLED FOR ADJACENT TO CURB OR SIDEWALKS, IT SHALL BE FEATHERED DOWN TO CURB LEVEL FROM A DISTANCE 24" FROM THE CURB. 10. ALL PROPOSED LANDSCAPING TO BE NURSERY GROWN, TYPICAL OF THEIR SPECIES OR VARIETY. THEY ARE TO HAVE NORMAL VIGOROUS ROOT SYSTEMS, FREE FROM DEFECTS AND INFECTIONS AND IN ACCORDANCE WITH ANSI Z60.1 11. ALL PROPOSED PLANTINGS SHOULD BE INSTALLED PER STANDARDS OF THE "AMERICAN ASSOCIATION OF NURSERYMEN" AND STATE NURSERY/ LANDSCAPE ASSOCIATIONS WITH REGARD TO PLANTING, PIT SIZE, BACKFILL MIXTURE, STAKING AND GUYING. 12. ALL PLANTING CONTAINERS AND BASKETS SHALL BE REMOVED DURING PLANTING. ALL PLANTS SHALL BE SET PLUMB AND POSITIONED SO THAT THE TOP OF THE ROOT COLLAR MATCHES, OR IS NO MORE THAN TWO (2') INCHES ABOVE, FINISHED GRADE. REPLACE AMENDED BACKFILL IN 6-INCH LAYERS AND COMPACT BACKFILL TO ELIMINATE VOIDS. CONTRACTOR SHALL PROVIDE A FOUR -INCH HIGH EARTHEN WATERING SAUCER ALONG THE PERIMETER OF EACH PLANTING PIT. CONTRACTOR SHALL WATER NEWLY PLANTED VEGETATION PRIOR TO MULCHING PLANTING PIT. ALL VOIDS SHALL BE FILLED AND SETTLING MITIGATED AS REQUIRED. ALUMINUM EDGING SHALL BE INSTALLED AROUND ALL PLANTING AREAS TO DELINEATE BETWEEN DIFFERENT LANDSCAPE MATERIALS. 13. AFTER INITIAL WATERING AND PRIOR TO MULCHING, CONTRACTOR SHALL APPLY HERBICIDES AND PRE -EMERGENT HERBICIDES AS REQUIRED TO ELIMINATE ANY WEED SEEDS OR PLANTS PRESENT ON ROOT BALL. 14. ALL PLANTING BEDS AND PITS EXCEPT FOR LANDSCAPE ISLANDS ADJACENT TO THE BUILDING AND DESIGNATED AREA AT THE FUEL VENT STACKS, SHALL BE MULCHED WITH DOUBLE GROUND HARDWOOD MULCH AT A MINIMUM DEPTH OF 3". LANDSCAPE ISLANDS ADJACENT TO THE TANK MAT SHALL BE MULCHED WITH 1 "-3" "RIVER STONE" MULCH TO AT LEAST TO A DISTANCE OF 6'FROM THE TANK MAT AND VENT STACK. FOR LANDSCAPES ADJACENT TO BUILDING, CONTACT PROJECT ENGINEER. 15. SEEDBED PREPARATION A. APPLY LIMESTONE AND FERTILIZER ACCORDING TO SOIL TESTS OR FERTILIZER MAY BE APPLIED AT THE RATE OF 260 POUNDS PER ACRE OR 6 POUNDS PER 1000 SQUARE FEET USING 10-20-10 OR EQUIVALENT. IN ADDITION, 300 POUNDS 4-1-2 PER ACRE OR EQUIVALENT OF SLOW RELEASE NITROGEN MAY BE USED IN LIEU OF TOPDRESSING. B. WORK LIME AND FERTILIZER INTO THE SOIL AS PRACTICAL TO A DEPTH OF 4-INCHES WITH A DISC, SPRING TOOTH HARROW OR OTHER SUITABLE EQUIPMENT. THE FINAL HARROWING OR DISKING OPERATION SHOULD PARALLEL TO THE GENERAL CONTOUR. CONTINUE TILLAGE UNTIL A REASONABLE UNIFORM, FINE SEEDBED IS PREPARED. ALL BUT CLAY OR SILTY SOILS AND COARSE SANDS SHOULD BE ROLLED TO FIRM THE SEEDBED WHEREVER FEASIBLE. C. INSPECT SEEDBED JUST BEFORE SEEDING. IF TRAFFIC HAS LEFT THE SOIL COMPACTED, THE AREA MUST BE RETILLED AND FIRMED AS OUTLINED BELOW. D. UNLESS REQUIRED FOR PARTICULAR BMP AREAS, ALL TURF ON WAWA LEASED PREMISES IS TO BE SOD. WHEN REQUIRED FOR BMP'S, SEED MIX IS TO MEET LOCAL REQUIREMENTS. SOD SHALL BE TURF TYPE TALL FESCUE AND INSTALLED ON A MINIMUM OF 4" OF TOPSOIL. 16. PLANT MATERIAL SHALL BE GUARANTEED FOR ONE YEAR FROM THE DATE OF SUBSTANTIAL COMPLETENESS. THE CONTRACTOR SHALL REPLACE PLANTS, DEAD, UNHEALTHY, DYING OR DAMAGED THROUGH LOSS OF BRANCHES AND/OR FOLIAGE. LAWNS THAT ARE NOT IN GOOD CONDITION AT THE END OF THE GUARANTEE PERIOD SHALL BE REPAIRED UNTIL A GOOD LAWN RESULTS. IT IS UNDERSTOOD THAT THE OWNER SHALL ASSUME RESPONSIBILITY FOR WATERING ALL PLANT MATERIAL AND LAWN AREA BEGINNING WITH THE DATE OF SUBSTANTIAL COMPLETENESS. GENERAL LANDSCAPE NOTES: A. CONTRACTOR SHALL REVIEW ALL DRAWINGS, SPECIFICATIONS, PERMITS, AND REGULATORY REQUIREMENTS PRIOR TO COMMENCEMENT OF WORK. B. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL REQUIRED LANDSCAPING AND IRRIGATION PERMITS. C. CONTRACTOR SHALL VERIFY ALL EXISTING AND PROPOSED SITE ELEMENTS AND NOTIFY OWNER'S REPRESENTATIVE OF ANY DISCREPANCIES. SURVEY DATA OF EXISTING CONDITIONS WAS PROVIDED BY OTHERS. D. THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING UTILITIES DURING CONSTRUCTION. AT LEAST 48 HOURS PRIOR TO ANY DEMOLITION, GRADING, OR CONSTRUCTION ACTIVITY THE CONTRACTOR SHALL NOTIFY "MISS UTILITY" OF VIRGINIA @ 1-800-552-7001 FOR PROPER IDENTIFICATION OF EXISTING UTILITIES WITHIN THE PROJECT SITE. E. FINAL LOCATION OF ALL PLANTINGS SHALL BE DETERMINED IN THE FIELD BY THE OWNER'S CHOSEN REPRESENTATIVE. F. SUBSTITUTIONS AND/OR MODIFICATIONS TO PLANTING LAYOUT, PLANT MATERIALS, ETC. SHALL NOT BE MADE WITHOUT THE WRITTEN CONSENT OF THE LANDSCAPE ARCHITECT. G. CONTRACTOR SHALL INSTALL ALL PLANT MATERIALS AS SHOWN IN THE DETAILS, AND AS INDICATED IN THE LANDSCAPE SPECIFICATIONS. H. THE PLANTING OF TREES SHALL BE DONE IN ACCORDANCE WITH THE STANDARDIZED LANDSCAPE SPECIFICATIONS JOINTLY ADOPTED BY THE VIRGINIA NURSERYMEN'S ASSOCIATION, THE VIRGINIA SOCIETY OF LANDSCAPE DESIGNERS AND THE VIRGINIA CHAPTER OF THE AMERICAN SOCIETY OF LANDSCAPE ARCHITECTS. I. SIZE AND GRADING STANDARDS OF PLANT MATERIALS SHALL CONFORM TO THE LATEST ADDITION OF ANSI Z60.1, AMERICAN STANDARD FOR NURSERY STOCK, BY THE AMERICAN NURSERY AND LANDSCAPE ASSOCIATION. J. ALL PLANT MATERIALS SHALL BE NURSERY GROWN STOCK AND SHALL BE FREE OF ANY DEFORMITIES, DISEASES, OR INSECT DAMAGE. ANY MATERIALS WITH DAMAGED OR DISFIGURED/ CROOKED LEADERS, BARK ABRASIONS, SUNSCALD, INSECT DAMAGE, ETC., ARE NOT ACCEPTABLE AND WILL BE REJECTED. K. TREES NOT EXHIBITING A CENTRAL LEADER WILL BE REJECTED UNLESS CALLED OUT IN THE PLANT LIST AS MULTI -STEM. L. ALL PLANTING BEDS AND LAWN AREAS SHALL BE SEPARATED BY SHOVEL EDGING. NO EDGE SHALL BE INSTALLED ADJACENT TO SIDEWALKS OR CURBS. M. PLANTING BEDS SHALL RECEIVE 3" OF DARK, SHREDDED HARDWOOD MULCH THROUGHOUT. ORANGE AND/ OR RED MULCH IS NOT ACCEPTABLE. N. ALL AREAS ON PLANS NOT INDICATED TO RECEIVE SOD PLANTING, PAVEMENT, OR HARDSCAPE WHICH ARE DISTURBED BY CONSTRUCTION ACTIVITIES SHALL BE SEEDED WITH FESCUE, UNLESS OTHERWISE DIRECTED BY THE LANDSCAPE ARCHITECT. SEE SEEDING NOTES THIS SHEET. 0. PLANT MATERIALS SHOWN ON PLANS ARE A GRAPHIC REPRESENTATION ONLY. CONTRACTOR SHALL PERFORM ALL LANDSCAPE INSTALLATION ON THE SUBJECT PROPERTY, AND NOT ON ADJACENT PROPERTIES, UNLESS OTHERWISE DIRECTED BY THE OWNER OR THE OWNER'S REPRESENTATIVE. ROOTBALLS OF SHRUBS AND TREES SHALL BE PLANTED, IN THEIR ENTIRETY, WITHIN THE BOUNDARIES OF THE SUBJECT PROPERTY. P. CONTRACTOR SHALL PROVIDE A MINIMUM 2% SLOPE AWAY FROM ALL STRUCTURES, UNLESS OTHERWISE DIRECTED BY THE CIVIL ENGINEER. Q. QUANTITY TAKE -OFFS INDICATED ON THE PLANTING SCHEDULE ARE FOR CONVENIENCE ONLY. IN THE EVENT OF A DISCREPANCY BETWEEN THE PLANS AND THE SCHEDULE, THE GRAPHIC REPRESENTATION IN THE PLANS SHALL DICTATE. R. ALL LANDSCAPED AND LAWN AREAS ARE TO BE IRRIGATED. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR PROVIDING A TURNKEY DESIGN BUILD IRRIGATION SYSTEM AS PART OF THE BASE BID FOR THE PROJECT. THE CONTRACTOR SHALL PROVIDE AN IRRIGATION PLAN AND PRODUCT CUT SHEETS FOR REVIEW AND APPROVAL BY THE OWNER PRIOR TO BEGINNING WORK. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR INSTALLING IRRIGATION SLEEVING AS SHOWN ON THE LANDSCAPE PLAN PRIOR TO INSTALLATION OF PAVING MATERIALS. S. ALL MULCHED BEDS SHALL HAVE AN APPROVED GEO-TEXTILE WEED BARRIER INSTALLED PER THE PLANTING DETAILS. PRODUCT SPECIFICATION SHEETS SHALL BE SUBMITTED TO THE OWNER OR OWNERS REPRESENTATIVE PRIOR TO ORDERING MATERIAL. PREVAILING WIND 1 unu nnnn,nn"� ro mn�n DECIDUOUS TREE PLANTING NOT TO SCALE ADER JRSERY STAKE SIVE RUBBER TIES WO INCH TREE STAKES. AWAY FROM EDGE OF THE STAKE LOCATION SHALL NOT WITH PERMANENT BRANCHES. ALL BE PAINTED BLACK PRIOR ATION. 1ULCHING, LIGHTLY TAMP SOIL iE ROOT BALL IN 6" LIFTS TO E. DO NOT OVER -COMPACT. PLANTING HOLE HAS BEEN SOIL. TURN THE SOIL TO )MPACTION TO THE AREA AND WIN. F MULCH. TOP OF ROOT BALL SHALL NOT SHED GRADE. TING SOIL. RIFY SIDES OF PLANTING PIT OF ROOT BALL SHALL BE FLUSH WITH SHED GRADE. TOM OF ROOT BALL RESTS ON EXISTING OR RECOMPACTING SOIL. =T TREE AT ORIGINAL GRADE OR UP TO 118 =PTH OF ROOT BALL SHREDDED HARDWOOD MULCH OR APPROVED EQUAL DIL SAUCER: USE PREPARED TOPSOIL, 6" MIN. ARDWOOD STAKES (3) DPES AT TOP OF BALL SHALL BE CUT. REMOVE TOP 2 OF BURLAP. NON -BIODEGRADABLE MATERIAL BALL BE TOTALLY REMOVED ANTING SOIL MIX PER PLANTING SPECIFICATIONS NDISTURBED SOIL PEDESTAL ORNAMENTAL TREE PLANTING NOT TO SCALE ARBORTIE AT BARK GUY WIRES (3), WHITE FLAG ON EACH 2 STRANDS OF TWISTED GALVANIZED WIRE EACH TURNBUCKLE (3), GALVANIZED SET TREE AT ORIGINAL GRADE OR UP TO 1/8 DEPTH OF ROOT BALL 2" SHREDDED HARDWOOD MULCH SOIL SAUCER: USE PREPARED SOIL, 6" MIN. ROPES AT TOP OF BALL SHALL BE CUT. REMOVE TOP 1/2 OF BURLAP. NON -BIODEGRADABLE MATERIAL SHALL BE TOTALLY REMOVED PLANTING SOIL MIX PER PLANTING SPECIFICATIONS UNDISTURBED SOIL PEDESTAL EVERGREEN TREE PLANTING NOT TO SCALE SHRUB PLANTING NOT TO SCALE SET SHRUB AT ORIGINAL GRADE OR UP TO 118 DEPTH OF ROOT BALL 2" SHREDDED HARDWOOD MULCH OR APPROVED EQUAL MAKE (3) -1" CUTS IN SIDES OF THE ROOTBALL PLANTING SOIL MIX PER PLANTING SPEI UNDISTURBED SOIL PEDESTAL NOTE: SHRUBS INSTALLED IN CONTINUOUS SUCCESSION OR LARGE BED SHALL BE PLACED IN ONE CONTINUOUS DEPTH BED SET GROUNDCOVERS AND PERENNIALS IN STAGGERED ROWS AT SPECIFIED SPACING. MULCH ENTIRE BED WITH 2" SHREDDED HARDWOOD MULCH OR APPROVED EQUAL. MAKE (3) -1" CUTS IN SIDES OF THE ROOTBALL EXCAVATE ENTIRE BED AND PLACE PLANTING SOIL MIX PER PLANTING SPECIFICATIONS PLANTING SOIL MIX - SEE SPECS GROUNDCOVER PLANTING NOT TO SCALE NOTE: GROUNDCOVERS AND PERENNIALS TO BE INSTALLED WITH TRIANGULAR SPACING -r PLANT SPACING 'D' A' , D' D' 8" O.C. 10" O.C. 12" O.C. 18" O.C. 24" O.C. 36" O.C. D 48" O.C. GROUNDCOVER SPACING NOT TO SCALE LOCALLY SOURCED, RIVER ROUNDED, UNFACETED, RIVER STONE/COBBLES 3" MAX. ANY DIMENSION CURB AND GUTTER N <o NOTE: 1. COLOR AND TEXTURE TO BE APPROVED BY OWNER PRIOR TO PURCHASE 2. ALTERNATE SETTING BED: PRIOR APPROVAL BY OWNER REQUIRED • SET STONES IN 2" CONCRETE SLAG. • DO NOT COVER MORE THAN 25%OF THE STONES RIVER STONE 1 "=1'-0" 6.93" O.C. 8.66" O.C. 10.4" O.C. 15.6" O.C. 20.8" O.C. 30.0" O.C. 31.5" O.C. STEEL EDGING SOD FILTER FABRIC COMPACTED SUBGRADE w Q 0 N z O w ofz 0 M N M N LZQ z> O Vo �z Qo U N C) DO OU 00 C)co U a 0n z 0 00 O r, Z— w o7 100 J O_ U1 � w�03 Y Y J N 3 0 � N () 0 0 r )BBIE D. ROACH LiC. No. 1870 12110/20ZI z (n (n Q�: N 0 Oui � O O Lj ccn co\ > 'm ILLo QO Q > 0 Z w N Z y ¢ U) ¢ w U Ul w O D O S U L0 0 0� Z I11 L.L N W WW I'z W �� O 0 U W V J Q W m J Q SHEET NUMBER CP-501