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HomeMy WebLinkAboutCLE202300052 Other 2023-04-06U C 0 N Q C O C O S T W E Y O T O _ O L 3 W a 0 L N v 0 ° ° a 0 E r E Y n 0 Uc 0 0 U O V O _ ° T� Y 3 j C J E o = J U O 9 Q N :J i U �C N ° av a o i v c � O O w � o N o � � a 0 ya � a a L N U O L J 3 o 0 � o �c U n � a �o >a _ I a J U � y Y h E o a " n ° N N U C) o> T N 0 0 m `w 1 E WN � c V) o v E 0 s PROJECT CONTACT LIST APPLICANT/DEVELOPER RENAUD CONSULTING 8605 WESTWOOD CENTER DRIVE, SUITE 410 VIENNA, VA 22182 TEL: (571) 765-4436 CONTACT: MARK FONTAINE, CCIM EMAIL: MFONTAINEORENAUDCONSULTING.NET OWNER CHARLOTTESVILLE GREENBRIER LLC RENAUD CONSULTING 8605 WESTWOOD CENTER DRIVE, SUITE 410 VIENNA, VA 22182 CIVIL ENGINEER Kimley�))Horn KIMLEY—HORN AND ASSOCIATES, INC, 1700 WILLOW LAWN DRIVE, SUITE 200 RICHMOND, VA 23230 TEL: (804) 673-3882 CONTACT: RYAN PERKINS, P.E. EMAIL: RYAN.PERKINS®KIMLEY-HORN.COM ARCHITECT CUHACI & PETERSON 930 WOODCOCK ROAD, SUITE 101 ORLANDO, FL 32803 TEL: (407) 661-9100 CONTACT: MARY ROSARIO EMAIL: MARY.ROSARIO@C—P.COM SURVEYOR JENNINGSTEPHENSON P.C. LAND SURVEYORS E & PLANNERS JENNING STEPHENSON, P.C. 10160 STAPLES MILL ROAD SUITE 103 GLEN ALLEN, VA 23060 TEL: (804) 545-6235 CONTACT: KENNETH R. BLAYLOCK JR. WAWA CONTACT INFORMATION WAWA, 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 SDP202100073 FINAL SITE PLAN FOR 1215 SEMINOLE TRAIL RIO MAGISTERIAL DISTRICT ALBEMARLE, VA 22901 DATE: 02/09/2023 VICINITY MAP SHEET INDEX 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 )1 _ MAP 500' FINAL SITE PLAN SHEET NUMBER SHEETTITLE CA-100 COVER SHEET CA-101 GENERAL NOTES CA-102 ALBEMARLE COUNTY GENERAL NOTES CA-103 SPECIAL USE PERMIT AND ACCESS MANAGEMENT EXCEPTION CV-101 EXISTING CONDITIONS CE-101 DEMOLITION, PHASE I E&SC PLAN, AND PPP EXHIBIT CS-101 SITE PLAN CS SIGHT DISTANCE PLAN &PROFILE CS-501 SITE DETAILS CS-502 SITE DETAILS CS-503 SITE DETAILS CG-101 GRADING PLAN CG-501 STORMWATER PROFILES & CALCULATIONS CG-502 STORMWATER DETAILS CU-101 UTILITY PLAN CU-501 UTILITY PROFILES & DETAILS CU-502 UTILITY DETAILS CL-101 LIGHTING PLAN CL-501 LIGHTING DETAILS CL-502 LIGHTING DETAILS CP-101 PLANTING PLAN CP-501 PLANTING DETAILS SITE PLAN REVIEW STATUS SUBMIT DATE INITIALS REMARKS 04/05/2021 CBB 1ST ARB SUBMITTAL TO ALBEMARLE COUNTY 04/05/2021 CBB 1ST ISP SUBMITTAL TO ALBEMARLE COUNTY 09/14/2021 CBB 1ST VSMP SUBMITTAL TO ALBEMARLE COUNTY 09/14/2021 CBB 2ND ARB SUBMITTAL TO ALBEMARLE COUNTY 09/14/2021 CBB 1ST FSP SUBMITTAL TO ALBEMARLE COUNTY 11/19/2021 CBB 3RD ARB SUBMITTAL TO ALBEMARLE COUNTY 11/19/2021 CBB 2ND FSP SUBMITTAL TO ALBEMARLE COUNTY 11/19/2021 CBB 2ND VSMP SUBMITTAL TO ALBEMARLE COUNTY 12/10/2021 STM 4TH ARB SUBMITTAL TO ALBEMARLE COUNTY 12/29/2021 CBB 3RD FSP SUBMITTAL TO ALBEMARLE COUNTY 12/29/2021 CBB 3RD VSMP SUBMITTAL TO ALBEMARLE COUNTY 03/17/2022 STM 4TH VSMP SUBMITTAL TO ALBEMARLE COUNTY 02/09/2023 STM 4TH FSP SUBMITTAL TO ALBEMARLE COUNTY TOTAL NUMBER OF SHEETS: 22 inQl SIfC Ian Submittal Type Reviewed and Approved by the Community Dev lop en7,t Department Date 11�� File#�t r� � / Signature WAWA INFORMATION BUILDING AREA: 6,049 SF BUILDING TYPE: W50 FB I VA CANOPY CONFIGURATION TRIPLE STACKED CANOPY TYPE: FLAT # OF MPD'S 9 TYPE OF MPD'S (9) 4+1 S.F. OF ASPHALT: 74,923 S.F. S.F. OF LAWN AREA: 20,380 S.F. S.F. OF MULCH AREA: 9,930 S.F. PROJECT DATA SITE STATISTICS PARCEL ID: 061WO-02-OA-00100 SITE ADDRESS: 1215 SEMINOLE TRAIL, CHARLOTTESVILLE, VA 22901 ZONED: C-1, COMMERCIAL MAGISTERIAL DISTRICT: RIO APPLICABLE OVERLAY DISTRICTS: ENTRANCE CORRIDOR AIRPORT IMPACT AREA STEEP SLOPES - MANAGED SPECIAL USE PERMIT: SP1991-00069 EXISTING USE: SERVICE REPAIR GARAGE PROPOSED USE: CONVENIENCE FOOD STORE WITH SERVICE STATION BUILDING SIZE: 6,049 SF BUILDING HEIGHT: 33 FT± TOTAL SITE AREA: 2.26 AC. TOTAL DISTURBED AREA: 2.62 AC. TOTAL IMPERVIOUS COVER: 1.74 AC. ± (77%) OPEN SPACE: 0.52 AC. ± (23%) STEEP SLOPES: DISTURBED FLOOD ZONE: THIS PROPERTY APPEARS TO DE IN FLOOD ZONE "X" AS SHOWN ON THE FLOOD INSURANCE RATE MAP, MAP COMMUN ITY - PAN EL N UMBER 51003CO278D EFFECTIVE DATE: FEBRUARY 4,2005 WATER: ACSA - MECHUN K CREEK-RIVANNA RIVER WATER SUPPLY WATERSHED SEWER: ACSA SOURCE OF TOPOGRAPHY: TOPOGRAPHIC SURVEY WAS PERFORMED BYIENNING STEPHENSON, P.C. ON NOVEMBER 13, 2020 DATUM: HORIZONTAL CONTROL BASED UPON VIRGINIA STATE PLANE COORDINATE SYSTEM, SOUTH ZONE, NAD 1983 THE VERTICAL DATUM SHOWN HEREON IS BASED ON NAVD 1988 LATITUDE: 38°04'11"N LONGITUDE: 78°29'03"W RECEIVING WATER(S): RIVANNA RIVER- MEADOW CREEK VAHU6CODE: JR14 BUILDING SETBACKS FRONT (SEMINOLE TRAIL): 10' MIN., NO MAX. FRONT (GREENBRIER DRIVE): 10' MIN., NO MAX. SIDE: NONE BACK: NONE PARKING SCHEDULE PARKING REQUIRED: 1 SPACE PER 100 SQUARE FEET OF RETAIL SALES 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: 2 SPACES REAR PARKING LOTTO BENEFIT 061WO-02-OD-002BO 20 SPACES 061WO-02-00.002BOEXISTING PARKING 56SPACES 061WO-02-00-002BOMAX. PARKING 78SPACES 061WO-02-00-002BO PROPOSED PARKING 56SPACES +20SPACES =76SPACES TRAFFIC DATA AM PEAK HOUR TRIP (ENTER/EXIT) 252/251 PM PEAK HOUR TRIP (ENTER/EXIT) 210/209 VEHICLE TRIPS PER WEEKDAY 5,068 APPROVALS DATE DEPARTMENT OF COMMUNITY DEVELOPMENT PLANNER/ZONING 2 Its 702 ENGINEER INSPECTIONS ARB DEPARTMENT OF FIRE RESCUE ALBEMARLE COUNTY SERVICE AUTHORITY VIRGINIA DEPARMENT OF TRANSPORTATION HEALTH DEPARTMENT 1 V) -'L 0 > w 0 Z 0 r7 N M N U Q z> (n 0 Ldz QO U= N 0 o�0o I z oor,o zN 0 = 0U) Z a �J N � O > N Q e 0 _ o RYA PERKINS L10. No. 045565 OZ/09/2023 r7 0 O x U CDN O O 000 \ ccn > CL X o Q 0) Q o m m Q n w w NO ¢ z z a y w y (n ((nn o 0 U ry W O U Z W Q L.J� N 00 W ~ W I— D W z 0 PP ppyy o V � Q 12 w m J Q SHEET NUMBER CA-100 c N N O O 0 a 0 c O x > E O T a 0 D O r 3 n 0 N 0 0 0 0 a 0 c 0 > E n 0 0 v 0 c O 0 N 0 3 7 0 Y) c 1 N Z 3 J - Q O Y y � 3 Z 3 0 1 0 Q D o r - N 0 L 0 0 O 0 o - .T, 0 `) a a E L - n a c C W o `O N E O 0 a o N -6 0 �I 1 n 0 N a I 0 0 S 3 +- Z) - S D 0 3 s 0 3 C 0 `O 0 )o n n 7 c 0 - N > o J n J n Y 0 0 Y a E y S `O E .. O o r) c N 0 N D m N o 0 `0 0 L n 0 w n E 2 0 c z - c J 0 a N Y 0 Z E 7 m 0 Z) r v i 0 ¢ c w 3 8 a 0 ", 0 C m J 0, 0 0 � � .. 0 0 n n 0 0 N c O � 0 n N 5 c W y � , m « 0 s 0 0 0 J 0 .% 2 0 E n 0 0 0 o i CONSTRUCTION STANDARDS 1. ALL CONSTRUCTION METHODS AND MATERIALS SHALL CONFORM WITH THESE DRAWINGS, PROJECT SPECIFICATIONS, WITH ALL CURRENT APPLICABLE CODES, AND, UNLESS OTHERWISE SPECIFIED, WITH THE LATEST REVISIONS OF THE FOLLOWING REFERENCE DOCUMENTS: A. ALBEMARLE COUNTY CONSTRUCTION STANDARDS AND SPECIFICATIONS B. ACSA GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS C. VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT) ROAD & BRIDGE SPECIFICATIONS D. VDOT ROAD AND BRIDGE STANDARDS E. MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) F. VIRGINIA WORK AREA PROTECTION MANUAL. G. VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK (VESCH) H. VIRGINIA DEPARTMENT OF HEALTH (VDH) SPECIFICATIONS CONSTRUCTION NOTES 1. ALL CONSTRUCTION SHALL CONFORM WITH APPLICABLE STATE (INCLUDING VDOT) AND LOCAL CONSTRUCTION STANDARDS AS IDENTIFIED IN THESE PLANS. THE CONTRACTOR SHALL OBTAIN ALL APPLICABLE PERMITS AND LICENSES AND MAINTAIN COPIES OF THEM ON -SITE AT ALL TIMES DURING CONSTRUCTION. THE CONTRACTOR SHALL MAINTAIN A SET OF CONSTRUCTION DOCUMENTS, SPECIFICATIONS, AND A STORMWATER POLLUTION PREVENTION PLAN (SWPPP) ON -SITE AT ALL TIMES DURING CONSTRUCTION. 2. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THE PROJECT WORK SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIVE TO THE SPECIFICATIONS OR THE RELATIVE CODES, IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD IN WRITING PRIOR TO THE START OF CONSTRUCTION. FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUTE ACCEPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF WORK AS DEFINED BY THE DRAWINGS AND IN FULL COMPLIANCE WITH LOCAL REGULATIONS AND CODES. 3. ALL DIMENSIONS ARE TO FACE OF CURB UNLESS OTHERWISE NOTED. 4. ALL PAINT STRIPING, PAVEMENT MARKINGS, AND SIGNAGE SHALL CONFORM TO THE "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES," MOST CURRENT REVISION OR AS OTHERWISE SPECIFIED. ALL REFERENCED SIGN STANDARDS ARE TAKEN FROM THE "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES". ALL NEW SIGNS SHALL BE MOUNTED ON GALVANIZED POSTS AND IN ACCORDANCE WITH STATE AND LOCAL REGULATIONS. 5. THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING UTILITIES ASSOCIATED WITH THE PROJECT WORK SCOPE DURING CONSTRUCTION. AT LEAST 48 HOURS PRIOR TO ANY DEMOLITION, GRADING, OR CONSTRUCTION ACTIVITY THE CONTRACTOR SHALL NOTIFY "MISS UTILITY" OF VIRGINIA ® 811 FOR PROPER IDENTIFICATION OF EXISTING UTILITIES WITHIN THE PROJECT SITE. 6. ANY DAMAGE OCCURRING TO THE EXISTING SITE INFRASTRUCTURE ON THIS OR THE ADJACENT SITE DURING THE CONSTRUCTION OPERATIONS AND/OR MOBILIZATION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. ALL EXISTING DAMAGED ITEMS INCLUDING CONCRETE AND/OR PAVEMENT SECTIONS SHALL BE RESTORED TO THEIR ORIGINAL CONDITIONS PRIOR TO PROJECT COMPLETION AT THE EXPENSE OF THE CONTRACTOR. 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPLACING WITH MATCHING MATERIALS ANY PAVEMENT, DRIVEWAYS, WALKS, CURBS, ETC. THAT MUST BE CUT OR THAT ARE DAMAGED DURING CONSTRUCTION INSIDE AND OUTSIDE OF THE LIMITS OF CONSTRUCTION. 8. ANY AND ALL UTILITIES AND/OR OBSTRUCTIONS (POWER POLES, TELEPHONE PEDESTALS, GUY WIRES, WATER METERS, ETC.) THAT ARE REQUIRED TO BE RELOCATED OR ADJUSTED DUE TO CONSTRUCTION SHALL BE DONE SO AT THE OWNERS/DEVELOPERS EXPENSE. 9. SLOPES WITHIN THE LIMITS OF THE HANDICAPPED PARKING AREAS SHALL NOT EXCEED 1.5% IN ANY DIRECTION. CROSSWALKS AND SIDEWALKS SHALL HAVE A MAXIMUM CROSS SLOPE OF 1.5% AND A MAXIMUM LONGITUDINAL SLOPE OF 5% IN DIRECTION OF TRAVEL. SLOPES IN HANDICAP RAMPS SHALL BE BUILT IN CONFORMANCE WITH ILATEST ADA CRITERIA AND LOCAL DESIGN STANDARDS. 10. THE CONTRACTOR IS RESPONSIBLE TO REMOVE ALL THE REMOVED/DEMOLISHED MATERIAL FROM THE PROJECT SITE AND DISPOSE OF SAME IN A LEGAL MANNER. 11. TYING TO EXISTING PAVEMENT: EXISTING PAVEMENT SHALL BE NEATLY SAW CUT TO A STRAIGHT LINE AND ALL PAVING ON THE NEW PAVEMENT SIDE OF THE CUT SHALL BE COMPLETELY REMOVED AND REPLACED WITH SPECIFIED MATERIALS. THE CUT LINE SHALL BE FULL -DEPTH AND COATED WITH A TACK COAT TO FURNISH A BOND BETWEEN THE EXISTING SURFACE COURSE AND THE NEW SURFACE COURSE. VDOT GENERAL NOTES 1. ALL MATERIALS AND CONSTRUCTION WITHIN THE PUBLIC RIGHT OF WAY SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION'S ROAD AND BRIDGE SPECIFICATIONS, ROAD AND BRIDGE STANDARDS AND VIRGINIA WORK AREA PROTECTION MANUAL. 2. LAND USE PERMITS (LUP) SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION PRIOR TO BEGINNING ANY CONSTRUCTION WITHIN THE EXISTING STATE MAINTAINED RIGHT-OF-WAY (INCLUDING ACCESS). 3. VDOT REQUIRES NOTIFICATION 48 HOURS PRIOR TO COMMENCING WITH INITIAL CONSTRUCTION ACTIVITIES. PLEASE CONTACT THE APPROPRIATE PERMIT OFFICE IN WHICH YOUR PROPOSED ACTIVITIES ARE TO OCCUR. 4. APPROVAL OF A DETAILED CONSTRUCTION SEQUENCING AND MAINTENANCE OF TRAFFIC PLAN FOR THE WORK ZONE IS A PREREQUISITE FOR ISSUANCE OF A LAND USE PERMIT. THE PLAN SHALL ACCOMMODATE ACCESS TO AND CONSTRUCTION WITHIN VDOT MAINTAINED RIGHT-OF-WAY. 5. WORK ZONES - THE DEPARTMENT SHALL BE NOTIFIED 48 HOURS IN ADVANCE OF ANY ANTICIPATED LANE/SHOULDER CLOSURES ON ROADWAYS CLASSIFIED AS COLLECTOR ROADS OR HIGHER. YOU DO NOT NEED TO CALL TO ACTIVATE YOUR WORK ZONE UNTIL YOU PLACE THE FIRST CONE OR SIGN IN YOUR WORK ZONE. REQUESTS FOR THE IMPLEMENTATION OF TEMPORARY LANE AND SHOULDER CLOSURES MUST BE ENTERED INTO THE VDOT LANE CLOSURE ADVISORY MANAGEMENT SYSTEM (LCAMS) AND VATRAFFIC A MINIMUM OF ONE WEEK PRIOR TO THE PLANNED EXECUTION OF LANE OR SHOULDER CLOSURE ACTIVITIES ON STATE MAINTAINED ROADWAYS. THE PERMITTEE OR THEIR CONTRACTOR MAY ENTER THEIR REQUESTS DIRECTLY OR PROVIDE WRITTEN REQUESTS TO THE CENTRAL REGION TRAFFIC OPERATIONS CENTER (TOC), 804-796-4520, APRIL DABNEY, LANE CLOSURE COORDINATOR, OR MAILTO: APRIL.DABNEY®VDOT.VIRGINIA.GOV WITH 'LANE CLOSURE REQUEST" IN THE SUBJECT LINE. 6. PERMITTEE MUST NOTIFY VIRGINIA DEPARTMENT OF TRANSPORTATION TOC WHEN THERE IS A CRASH IN A WORK ZONE AT 804-796-4520. 7. PRIOR TO ANY CONSTRUCTION, THE CONTRACTOR SHALL CONSULT THE DEVELOPER'S ENGINEERING CONSULTANT AND VERIFY THE APPROVAL OF THE PLANS BY ALL APPLICABLE FEDERAL STATE AND LOCAL AGENCIES. 8. CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND UTILITIES SHOWN ON PLANS IN AREAS OF CONSTRUCTION PRIOR TO STARTING WORK. CONTACT THE DEVELOPER'S ENGINEERING CONSULTANT IMMEDIATELY IF LOCATION OR ELEVATION IS DIFFERENT FROM THAT SHOWN ON PLAN. IF THERE APPEARS TO BE A CONFLICT, OR UPON DISCOVERY OF ANY UTILITY NOT SHOWN ON THIS PLAN, CALL 'MISS UTILITY" AT 811. THE DEVELOPER SHALL BE RESPONSIBLE FOR THE RELOCATION OF ANY UTILITY WITHIN EXISTING AND PROPOSED RIGHT OF WAY REQUIRED BY THE DEVELOPMENT. 9. THE PERMITTEE OR THEIR AGENT MUST CONTACT THE VDOT CUSTOMER SERVICE CENTER AT 1-800-367-7623 A MINIMUM OF 48 HOURS PRIOR TO INITIATING ANY PLANNED EXCAVATION WITHIN 1,000 FEET OF A SIGNALIZED INTERSECTION AND/OR NEAR VDOT ITS INFRASTRUCTURE. EXCAVATION MAY PROCEED ONLY AFTER THE VDOT REGIONAL UTILITY LOCATION AGENT HAS NOTIFIED THE PERMITTEE THAT THE UTILITY MARKING HAS BEEN COMPLETED. ADDITIONAL INFORMATION CAN BE FOUND AT: 10. THE CONTRACTOR SHALL VERIFY THE ELEVATIONS OF ALL POINTS OF CONNECTION OR PROPOSED WORK TO EXISTING CURBS SANITARY LINES WATER LINES ETC., PRIOR TO CONSTRUCTION. 11. DESIGN CHANGES, SPECIFIED MATERIALS CHANGES AND FIELD CHANGES FROM THE APPROVED PLANS SHALL BE RE -SUBMITTED TO VDOT FOR APPROVAL PRIOR TO PROCEEDING WITH THE WORK. A LETTER OF EXPLANATION SHALL ACCOMPANY THE PROPOSED REVISION ALONG WITH DRAINAGE CALCULATIONS WHEN APPROPRIATE. 12. VDOT APPROVAL OF CONSTRUCTION PLANS DOES NOT PRECLUDE THE RIGHT TO REQUIRE ADDITIONAL FACILITIES AS DEEMED NECESSARY FOR ACCEPTANCE OF THE ROADS INTO THE VDOT SECONDARY ROAD SYSTEM BASED ON FIELD CONDITIONS OR UNAPPROVED PLAN CHANGES. 12. TYING TO EXISTING CURB/GUTTER: THE EXISTING PAVEMENT SHALL BE NEATLY SAW CUT AND REMOVED FOR A DISTANCE OF 2'0" FROM FACE OF THE CURB AND 2'0" FROM THE EDGE OF CURB AND GUTTER AND THE SUBGRADE, BASE COURSE, AND PAVING REPLACED WITH NEW PRODUCTS. 13. THESE PLANS ARE BASED ON INFORMATION PROVIDED TO KIMLEY-HORN & ASSOCIATES, INC. AT THE TIME OF PLAN PREPARATION. CONTRACTOR SHALL FIELD VERIFY EXISTING CONDITIONS PRIOR TO CONSTRUCTION AND NOTIFY KIMLEY-HORN & ASSOCIATES, INC. IF ACTUAL SITE CONDITIONS DIFFER FROM THOSE SHOWN ON THE PLAN, OR IF THE PROPOSED WORK WOULD BE INHIBITED BY ANY OTHER SITE FEATURES. 14. ANY DISCREPANCIES ON THE DRAWINGS SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE ARCHITECT AND ENGINEER BEFORE COMMENCING WORK. NO FIELD CHANGES OR DEVIATIONS FROM DESIGN ARE TO BE MADE WITHOUT PRIOR APPROVAL OF THE OWNER AND NOTIFICATION TO THE ENGINEER. NO CONSIDERATION WILL BE GIVEN TO CHANGE ORDERS FOR WHICH THE OWNER AND ENGINEER WERE NOT CONTACTED PRIOR TO CONSTRUCTION OF THE AFFECTED ITEM. 15. ALL DIMENSIONS SHOWN ON THE PLANS SHALL BE FIELD VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. CONTRACTOR SHALL NOTIFY ENGINEER AND OWNER IN WRITING IF ANY DISCREPANCIES EXIST PRIOR TO PROCEEDING WITH CONSTRUCTION. NO EXTRA COMPENSATION SHALL BE PAID TO THE CONTRACTOR FOR WORK HAVING TO BE REDONE DUE TO DIMENSIONS OR GRADES SHOWN INCORRECTLY ON THESE PLANS IF SUCH NOTIFICATION HAS NOT BEEN GIVEN. 16. CONTRACTOR SHALL REFER TO THE ARCHITECTURAL/BUILDING PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF ENTRY/EXIT POINTS, ELEVATIONS, PRECISE BUILDING DIMENSIONS, EXACT BUILDING UTILITY LOCATIONS. 17. IF THE CONTRACTOR DEVIATES FROM THE PLANS AND SPECIFICATIONS, INCLUDING THE NOTES CONTAINED THEREON, WITHOUT FIRST OBTAINING WRITTEN AUTHORIZATION FOR SUCH DEVIATIONS FROM THE OWNER AND ENGINEER, IT SHALL BE RESPONSIBLE FOR THE PAYMENT OF ALL COSTS TO CORRECT ANY WORK DONE ALL FINES OR PENALTIES ASSESSED WITH RESPECT THERETO AND ALL COMPENSATORY OR PUNITIVE DAMAGES RESULTING THEREFROM. THE CONTRACTOR SHALL INDEMNIFY AND HOLD THE OWNER AND ENGINEER HARMLESS FROM ALL SUCH COSTS TO CORRECT ANY SUCH WORK AND FROM ALL SUCH FINES AND PENALTIES, COMPENSATION AND PUNITIVE DAMAGES AND COSTS OF ANY NATURE RESULTING THEREFROM. 18. BRACING OF UTILITY POLES MAY BE REQUIRED BY UTILITY COMPANIES WHEN TRENCHING OR EXCAVATION IS IN CLOSE PROXIMITY TO THE POLES. THE COST OF BRACING POLES WILL BE BORNE BY THE CONTRACTOR. THERE IS NO SEPARATE PAY ITEM FOR THIS WORK. THE COST IS INCIDENTAL TO THE VARIOUS PAY ITEMS FOR INSTALLATION OF PIPE. 19. ALL EXISTING TRAFFIC AND STREET SIGNS DISTURBED SHALL BE REINSTALLED WHERE APPLICABLE BY THE CONTRACTOR. 20. UNLESS THE PLANS SPECIFICALLY DICTATE TO THE CONTRARY, ON -SITE AND OTHER DIRECTIONAL SIGNS SHALL BE LOCATED OUT OF THE PEDESTRIAN AND AUTOMOBILE ROUTES AND SHALL BE LOCATED BETWEEN THREE TO FIVE FEET BEHIND THE NEAREST BACK OF CURB. SIGN HEIGHT, LOCATION, AND STRUCTURE SHALL BE SUCH THAT THE SIGNS POSE NO THREAT TO PUBLIC SAFETY. DEMOLITION / LAND DISTURBANCE NOTES 1. PRIOR TO STARTING ANY DEMOLITION CONTRACTOR IS RESPONSIBLE FOR/TO: A. ENSURING THAT COPIES OF ALL APPLICABLE PERMITS AND APPROVALS ARE MAINTAINED ON SITE AND AVAILABLE FOR REVIEW. B. INSTALLING THE REQUIRED SOIL EROSION AND SEDIMENT CONTROL AND/OR TREE PROTECTION MEASURES PRIOR TO SITE DISTURBANCE. C. LOCATING (VERTICALLY AND HORIZONTALLY) ALL UTILITIES AND SERVICES, INCLUDING, BUT NOT LIMITED TO GAS, WATER, ELECTRIC, SANITARY AND STORM SEWER, TELEPHONE, CABLE, FIBER OPTIC CABLE, ETC. WITHIN THE LIMITS OF DISTURBANCE. THE CONTRACTOR SHALL USE AND COMPLY WITH THE REQUIREMENTS OF THE APPLICABLE UTILITY NOTIFICATION SYSTEM TO LOCATE ALL THE UNDERGROUND UTILITIES. D. FAMILIARIZING THEMSELVES WITH THE APPLICABLE UTILITY SERVICE PROVIDER AND IS RESPONSIBLE FOR ALL COORDINATION REGARDING UTILITY DEMOLITION REQUIRED FOR THE PROJECT. THE CONTRACTOR SHALL PROVIDE THE OWNER WRITTEN NOTIFICATION THAT THE EXISTING UTILITIES AND SERVICES HAVE BEEN TERMINATED AND ABANDONED IN ACCORDANCE WITH JURISDICTION AND UTILITY COMPANY REQUIREMENTS. E. COORDINATION WITH UTILITY COMPANIES & ADJACENT LANDOWNERS/BUSINESSES REGARDING WORKING "OFF-PEAK" HOURS OR ON WEEKENDS AS MAY BE REOUIRED TO MINIMIZE THE IMPACT ON THE AFFECTED PARTIES. 2. NEITHER KIMLEY-HORN & ASSOCIATES, INC. NOR THE OWNER IS RESPONSIBLE FOR JOB SITE SAFETY OR SUPERVISION. CONTRACTOR IS TO PROCEED WITH THE DEMOLITION IN A SYSTEMATIC AND SAFE MANNER, FOLLLOWING ALL OSHA REQUIREMENTS, TO ENSURE PUBLIC AND CONTRACTOR SAFETY. 13. VDOT APPROVAL OF THESE PLANS WILL EXPIRE FIVE (5) YEARS FROM THE DATE OF APPROVAL FOR SITE PLANS AND SUBDIVISION PLANS IF CONSTRUCTION HAS NOT STARTED. 14. PRELIMINARY DESIGN OF THE PAVEMENT STRUCTURE FOR ALL SUBDIVISION STREETS SHALL BE IN ACCORDANCE WITH THE CURRENT EDITION OF THE PAVEMENT DESIGN GUIDE FOR SUBDIVISION AND SECONDARY ROADS IN VIRGINIA. THE COMPLETED DESIGN WORKSHEET APPENDIX IV SHALL BE INCLUDED WITH THE INITIAL PLAN SUBMITTAL FOR EACH PROPOSED PAVEMENT SECTION UTILIZING THE PREDICTED SOIL SUPPORT VALUE SHOWN IN APPENDIX I OF THE PAVEMENT DESIGN GUIDE OR AS REPORTED IN A GEOTECHNICAL ANALYSIS OF THE ON -SITE SOILS. 15. A COPY OF THE COMPLETE CBR REPORT SHALL BE SUBMITTED TO VDOT IN CONJUNCTION WITH FINAL PAVEMENT DESIGNS. ALL PAVEMENT DESIGN RECOMMENDATIONS SHALL BE PERFORMED IN ACCORDANCE WITH THE CURRENT EDITION OF PAVEMENT DESIGN GUIDE FOR SUBDIVISION AND SECONDARY ROADS IN VIRGINIA. 16. ALL VEGETATION AND ORGANIC MATERIAL SHALL BE REMOVED FROM THE RIGHT OF WAY LIMITS PRIOR TO CONDITIONING OF THE SUBGRADE. 17. UPON DISCOVERY OF SOILS THAT ARE UNSUITABLE FOR FOUNDATIONS, SUBGRADES, OR OTHER ROADWAY CONSTRUCTION PURPOSES, THE DEVELOPER OR HIS DESIGNEE, WHICH MAY BE THE CONTRACTOR, SHALL IMMEDIATELY ENGAGE A GEOTECHNICAL ENGINEER AND NOTIFY VDOT. THESE AREAS SHALL BE EXCAVATED BELOW PLAN GRADE AS DIRECTED BY THE GEOTECHNICAL ENGINEER, BACKFILLED WITH SUITABLE MATERIAL AND COMPACTED IN ACCORDANCE WITH CURRENT VDOT SPECIFICATIONS. 18. THE NECESSITY AND LOCATIONS FOR ADDITIONAL VDOT STANDARD UNDERDRAINS SHALL BE DETERMINED AT TIME OF SUBGRADE INSPECTION. VIDEO INSPECTION OF ACCESSIBLE OUTLET LOCATIONS, MAINLINE LONGITUDINAL CONNECTIONS, AND LONGITUDINAL PIPE FOR ALL PAVEMENT UNDERDRAINS, CROSS DRAINS, EDGEDRAINS AND PREFABRICATED GEOCOMPOSITE PANEL DRAINS SHALL BE CONDUCTED IN ACCORDANCE WITH SECTION 501 OF THE ROAD AND BRIDGE SPECIFICATIONS AND VIRGINIA TEST METHOD 108 - POST INSTALLATION INSPECTION OF UNDERDRAINS, CROSSDRAINS, AND EDGEDRAINS. 19. VDOT SHALL HAVE PERFORMED THE REQUIRED FIELD INSPECTION (PROOF ROLL) PRIOR TO PLACEMENT OF THE AGGREGATE BASE COURSE(S). CONTACT VDOT FOR SUBGRADE INSPECTION 48 HOURS PRIOR TO SCHEDULING PLACEMENT OF AGGREGATE BASE COURSE(S). 20. THE SCHEDULING OF AGGREGATE BASE INSTALLATION AND SUBSEQUENT PAVING ACTIVITIES SHALL ACCOMMODATE FORECASTED WEATHER CONDITIONS PER SECTION 315 OF THE ROAD AND BRIDGE SPECIFICATIONS. 21. VDOT SHALL HAVE APPROVED THE AGGREGATE BASE COURSE(S) FOR DEPTH, TEMPLATE AND PERFORMED THE REQUIRED FIELD INSPECTION PROOF ROLL PRIOR TO PLACEMENT OF ANY ASPHALT CONCRETE SURFACE COURSE(S). CONTACT VDOT FOR INSPECTION OF THE AGGREGATE BASE COURSE(S) 48 HOURS PRIOR TO APPLICATION OF THE SURFACE COURSE(S). 22. A LICENSED GEOTECHNICAL ENGINEER OR HIS DESIGNEE SHALL ASCERTAIN CAUSE AND CERTIFY RECOMMENDED METHOD OF REPAIR FOR ALL PAVEMENT STRUCTURAL FAILURES PRIOR TO STATE ACCEPTANCE. 23. VDOT SHALL BE PROVIDED DOCUMENTATION BY A LICENSED GEOTECHNICAL ENGINEER, CERTIFYING THAT ALL IN -PLACE PAVEMENTS MEET OR EXCEED THE APPROVED PAVEMENT DESIGN THICKNESS PRIOR TO STATE ACCEPTANCE OF THE STREET. CORES ARE TO BE OBTAINED VERIFYING PAVEMENT THICKNESS UNLESS OTHERWISE DIRECTED BY VDOT. THE PERMIT'S INSPECTOR SHALL BE CONTACTED 24 HOURS PRIOR TO THE CORE SAMPLES BEING TAKEN. 24. ALL STORM SEWER DESIGN AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH LATEST VDOT DRAINAGE MANUAL, ROAD AND BRIDGE STANDARDS, AND IIMS. 25. ALL PRE -CAST UNITS SHALL BE VDOT APPROVED. CERTIFICATION AND VDOT STAMP IS REQUIRED ON ALL UNITS. 26. ALL CONCRETE SHALL BE CLASS A3-AE (AIR ENTRAINED 3,000 PSI) UNLESS OTHERWISE SPECIFIED. 27. ALL ROADSIDE DITCHES SHOWN AS PAVED ON PLANS ARE TO BE PAVED IN ACCORDANCE WITH THE STANDARD TYPICAL SECTION AS SHOWN ON THE PLANS. ANY ADDITIONAL PAVING OF THE DITCHES, 3. THE CONTRACTOR SHALL PROVIDE ALL THE "MEANS AND METHODS" NECESSARY TO PREVENT MOVEMENT, SETTLEMENT, OR COLLAPSE OF EXISTING STRUCTURES, AND ANY OTHER IMPROVEMENTS THAT ARE REMAINING ON OR OFF SITE. THE DEMOLITION CONTRACTOR IS RESPONSIBLE FOR ALL REPAIRS OF DAMAGE TO ALL ITEMS THAT ARE TO REMAIN AS A RESULT OF HIS ACTIVITIES. 4. IN THE ABSENCE OF SPECIFICATIONS, THE CONTRACTOR SHALL PERFORM EARTH MOVEMENT ACTIVITIES, DEMOLITION AND REMOVAL OF ALL FOUNDATION WALLS, FOOTINGS, AND OTHER MATERIALS WITHIN THE LIMITS OF DISTURBANCE WITH DIRECTION BY OWNER'S STRUCTURAL OR GEOTECHNICAL ENGINEER. 5. CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL AND GENERALLY ACCEPTED SAFE PRACTICES IN CONFORMANCE WITH: THE "MANUAL ON UNIFORM TRAFFIC CONTROL," AS WELL AS FEDERAL, STATE, AND LOCAL REGULATIONS WHEN DEMOLITION RELATED ACTIVITIES IMPACT ROADWAYS OR ROADWAY RIGHTS - OF - WAY. 6. CONDUCT DEMOLITION ACTIVITIES IN SUCH A MANNER TO ENSURE MINIMUM INTERFERENCE WITH ROADS, STREETS, SIDEWALKS, WALKWAYS, AND OTHER ADJACENT FACILITIES. STREET CLOSURE PERMITS MUST BE RECEIVED FROM THE APPROPRIATE GOVERNMENTAL AUTHORITY. 7. USE DUST CONTROL MEASURES TO LIMIT AIRBORNE DUST AND DIRT RISING AND SCATTERING IN THE AIR IN ACCORDANCE WITH FEDERAL, STATE, AND/OR LOCAL STANDARDS. AFTER THE DEMOLITION IS COMPLETE, ADJACENT STRUCTURES AND IMPROVEMENTS SHALL BE CLEANED OF ALL DUST AND DEBRIS CAUSED BY THE DEMOLITION OPERATIONS. THE CONTRACTOR IS RESPONSIBLE FOR RETURNING ALL ADJACENT AREAS TO THEIR "PRE -DEMOLITION" CONDITION. 8. CONTRACTOR IS RESPONSIBLE TO SAFEGUARD SITE AS NECESSARY TO PERFORM THE DEMOLITION IN SUCH A MANNER AS TO PREVENT THE ENTRY OF UNAUTHORIZED PERSONS AT ANY TIME. 9. THIS DEMOLITION PLAN IS INTENDED TO IDENTIFY THOSE EXISTING ITEMS/CONDITIONS WHICH ARE TO BE REMOVED. IT IS NOT INTENDED TO PROVIDE DIRECTION OTHER THAN THAT ALL METHODS AND MEANS ARE TO BE IN ACCORDANCE WITH STATE, FEDERAL, LOCAL, AND JURISDICTIONAL REQUIREMENTS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL OSHA AND OTHER SAFETY PRECAUTIONS NECESSARY TO PROVIDE A SAFE WORK SITE. 10. DEBRIS SHALL NOT BE BURIED ON THE SUBJECT SITE. ALL DEMOLITION WASTES AND DEBRIS (SOLID WASTE) SHALL BE DISPOSED OF IN ACCORDANCE WITH ALL LOCAL STATE AND FEDERAL LAWS AND APPLICABLE CODES. DRAINAGE / STORMWATER NOTES 1. ALL STORM SEWER PIPES, MANHOLES, AND CURB INLETS SHALL BE CLEANED OF DEBRIS AND ERODED MATERIALS AT THE LAST STAGES OF CONSTRUCTION. 2. STORM DRAIN PIPE AND FLARED END SECTIONS ARE TO BE FURNISHED AND INSTALLED IN ACCORDANCE WITH SECTION 302 OF VDOT ROAD AND BRIDGE SPECIFICATIONS AND SHALL CONFORM TO THE REQUIREMENTS OF ASTM DESIGNATION C-76 FOR REINFORCED CONCRETE CULVERT AND STORM DRAIN PIPE. ALL PIPE FOR STORM DRAINS SHALL BE REINFORCED CONCRETE CLASS III UNLESS INDICATED OTHERWISE ON THE PLANS. THE CONTRACTOR SHALL USE A PREFORMED FLEXIBLE PLASTIC SEALING COMPOUND OF BUTYL MASTIC ROPE SEALER - 1" SIZE, "EZ STICK" AS MANUFACTURED BY CONCRETE PRODUCTS SUPPLY OR AN APPROVED EQUAL FOR SEALING WATER -TIGHT JOINTS. VERTICAL CLEARANCE OF 12" BETWEEN STORM AND OTHER UTILITIES IS REQUIRED UNLESS OTHERWISE NOTED. 3. ALL EXISTING STORM SEWER PIPES, DROP INLETS, AND CURB INLETS BEING UTILIZED BY A PART OF THE DRAINAGE SYSTEM SHALL BE CLEANED OF ERODED MATERIAL AT ALL STAGES OF CONSTRUCTION, AS DIRECTED BY THE ENGINEER. THE COST INCIDENTAL TO THIS IS TO BE INCLUDED IN THE CONTRACT PRICE FOR THE OTHER DRAINAGE ITEMS. 4. STORM SEWER PIPES AS SHOWN ON THE PLANS ARE MEASURED FROM THE CENTERLINE OF EACH STRUCTURE AND INVERT ELEVATIONS ARE ESTABLISHED BASED ON THIS CENTER LINE DISTANCE. LENGTH CALL OUTS FOR PIPES WITH FLARED END SECTIONS WILL BE MEASURED TO THE JOINT. CONTRACTOR SHALL LOCATE ALL END SECTIONS TO MATCH THE BANK SLOPE AND THE PIPE SLOPE SHALL BE ADJUSTED AS NECESSARY. 5. BOOT CONNECTIONS SHALL BE PROVIDED FOR ALL PLASTIC PIPES THAT TIE INTO A CONCRETE STRUCTURE. 6. GENERAL CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES HAVING UNDERGROUND UTILITIES ON SITE OR IN RIGHT-OF-WAY PRIOR TO EXCAVATION. CONTRACTOR SHALL CONTACT UTILITY LOCATING COMPANY AND LOCATE ALL UTILITIES PRIOR TO GRADING START. SEE EXISTING CONDITIONS SHEET FOR UTILITY CONTACT INFORMATION. 7. SITE GRADING SHALL NOT PROCEED UNTIL EROSION CONTROL MEASURES HAVE BEEN INSTALLED AND APPROVED BY APPLICABLE AUTHORITY. 8. ALL ELEVATIONS ARE IN REFERENCE TO THE BENCHMARK, AND THIS MUST BE VERIFIED AND LOCATED BY THE GENERAL CONTRACTOR PRIOR TO GROUND BREAKING. 9. CONTRACTOR SHALL ENSURE POSITIVE DRAINAGE SO THAT RUNOFF WILL DRAIN BY GRAVITY FLOW ACROSS NEW PAVEMENT AREAS TO NEW OR EXISTING DRAINAGE INLETS OR SHEET FLOW OVERLAND. 10. THE CONTRACTOR SHALL ADHERE TO ALL TERMS & CONDITIONS AS OUTLINED IN THE GENERAL V.S.M.P. PERMIT FOR STORMWATER DISCHARGE ASSOCIATED WITH CONSTRUCTION ACTIVITIES. 11. ALL DRAINAGE STRUCTURES AND STORM SEWER PIPES SHALL MEET HEAVY DUTY TRAFFIC (H20) LOADING AND BE INSTALLED ACCORDINGLY. OTHER THAN THOSE SHOWN ON THE ROAD PLANS WILL BE DETERMINED PRIOR TO ACCEPTANCE OF THE ROADS INTO THE VDOT SECONDARY ROAD SYSTEM. 28. ROAD & BRIDGE SPECIFICATIONS SECTION 302, DRAINAGE STRUCTURES ADDRESSES POST INSTALLATION VISUAL/VIDEO CAMERA INSPECTION OF STORM SEWER PIPES AND PIPE CULVERTS. INSPECTION FREQUENCY SHALL BE IN ACCORDANCE WITH THE SPECIFICATIONS AND/OR AS NECESSITATED BY THE ENGINEER. VIDEO INSPECTION SHALL BE CONDUCTED IN ACCORDANCE WITH VIRGINIA TEST METHOD (VTM) 123, POST INSTALLATION INSPECTION OF BURIED STORM SEWER PIPE AND PIPE CULVERTS. 29. A CONSTRUCTION ENTRANCE SHALL BE INSTALLED ON EACH INDIVIDUAL LOT PRIOR TO ANY LOT GRADING OR HOME CONSTRUCTION ACTIVITIES AND SHALL BE ADEQUATELY MAINTAINED UNTIL ALL CONSTRUCTION TRAFFIC AREAS WITHIN THE LOT HAVE BEEN STABILIZED. 30. ALL ENTRANCES SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH CURRENT VDOT STANDARDS. RESIDENTIAL LOT ACCESS SHALL BE PROVIDED PER THE FOLLOWING CRITERIA: • ALL DRIVEWAY ENTRANCES AND ENTRANCE CULVERTS SHALL CONFORM TO PE-1 PRIVATE ENTRANCE STANDARDS UNLESS OTHERWISE APPROVED BY VDOT. NO ENTRANCE CULVERTS ARE TO BE INSTALLED WITHIN FIVE (5) FEET OF A PROPERTY CORNER. • VDOT STANDARD CG-9D ENTRANCES SHALL BE USED WHEN AN ENTRANCE IS REQUIRED IN CURB AND GUTTER NEIGHBORHOODS UNLESS OTHERWISE APPROVED BY VDOT. 31. DRY GUTTER IS NOT ALLOWED IN VDOT RIGHT OF WAY EXCEPT AS SHOWN ON VDOT'S ENTRANCE STANDARD DETAILS. 32. THE DEVELOPER SHALL FURNISH AND INSTALL STOP SIGNS AND STOP BARS AT STREET INTERSECTIONS AND ALL REGULATORY SIGNAGE PER THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES. ALL SIGNS MUST BE INSTALLED ON VDOT STANDARD STP-1 SIGN POSTS. 33. INSTALLATION, MAINTENANCE AND OPERATION OF STREET LIGHTING SHALL BE PROVIDED BY AND AT THE SOLE EXPENSE OF OTHERS. VDOT WILL ALLOW LIGHTING WITHIN THE RIGHT OF WAY BY LUP ONLY. LIGHTING ON CURB SECTIONS SHALL BE PLACED BEHIND THE CURB AND PREFERABLY BEHIND THE SIDEWALK. FOR SHOULDER SECTIONS, THE POLE SHALL BE PLACED A MINIMUM OF 10' FROM EDGE OF PAVEMENT AND BEHIND THE DITCH LINE. ALL LIGHTING PROPOSED WITHIN THE RIGHT OF WAY MUST BE DESIGNED IN ACCORDANCE WITH THE AASHTO GUIDE FOR ROADWAY LIGHTING AND SHALL MEET THE CURRENT ILLUMINATING ENGINEERING SOCIETY OF NORTH AMERICA (IESNA) STANDARDS. 34. TRAFFIC SIGNALS REQUIRE AN INDIVIDUAL LAND USE PERMIT. THE APPLICANT SHALL BE RESPONSIBLE FOR THE DESIGN COSTS OF ANY TRAFFIC SIGNAL INSTALLATION OR MODIFICATION OF EXISTING SIGNALS. DESIGN PLANS MUST BE PREPARED AND SUBMITTED TO VDOT BY A LICENSED PROFESSIONAL ENGINEER FOR REVIEW AND APPROVAL. THIS INCLUDES THE FOUNDATION DESIGN AND ANY EQUIPMENT ASSOCIATED WITH THE COMPLETED TRAFFIC SIGNAL. ALL EQUIPMENT MUST BE APPROVED BY VDOT. SHOP DRAWINGS MUST BE SUBMITTED FOR REVIEW AND APPROVAL PRIOR TO FABRICATING ANY SIGNAL STRUCTURAL COMPONENTS. 35. SOIL STABILIZATION IS REQUIRED WITHIN 7 DAYS FOR ALL AREAS WHERE CLEARING GRADING EXCAVATION OR OTHER LAND DISTURBING ACTIVITIES HAVE PERMANENTLY CEASED OR WHERE LAND DISTURBANCE ACTIVITIES HAVE BEEN TEMPORARILY SUSPENDED FOR AN ANTICIPATED DURATION OF GREATER THAN 7 DAYS, OR UPON COMPLETION OF GRADING OPERATIONS FOR A SPECIFIED AREA. SOIL STABILIZATION SHALL BEGIN AS SOON AS PRACTICABLE, BUT NOT LATER THAN THE SEVEN DAYS FOLLOWING THE DAY WHEN LAND DISTURBING ACTIVITIES TEMPORARILY OR PERMANENTLY CEASED. 36. NO STRUCTURE SHALL BE CONSTRUCTED ON STATE MAINTAINED RIGHTS OF WAY, OR ON RIGHT OF WAYS INTENDED TO BE MAINTAINED BY VDOT UNLESS SAID STRUCTURES ARE SHOWN ON CONSTRUCTION PLANS APPROVED BY VDOT OR SUCH STRUCTURES ARE COVERED BY A VDOT LAND USE PERMIT (OR BY A LETTER OF INTENT FROM THE RESIDENT ADMINISTRATOR/RESIDENT ENGINEER TO ISSUE SAID PERMIT AT THE TIME OF STATE ACCEPTANCE). 12. IF ANY EXISTING STRUCTURES TO REMAIN ARE DAMAGED DURING CONSTRUCTION IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO REPAIR AND/OR REPLACE THE EXISTING STRUCTURE AS NECESSARY TO RETURN IT TO EXISTING CONDITIONS OR BETTER. 13. AFTER PLACEMENT OF SUBGRADE AND PRIOR TO PLACEMENT OF PAVEMENT, CONTRACTOR SHALL EST AND OBSERVE PAVEMENT AREAS FOR EVIDENCE OF PONDING. ALL AREAS SHALL ADEQUATELY DRAIN TOWARDS THE INTENDED STRUCTURE TO CONVEY STORM RUNOFF. CONTRACTOR SHALL IMMEDIATELY NOTIFY OWNER AND ENGINEER IF ANY DISCREPANCIES ARE DISCOVERED. UTILITY NOTES 1. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES OR UTILITIES BY OTHERS AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES, AND WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANIES AT LEAST 72 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. 2. THE CONTRACTOR SHALL FAMILIARIZE THEMSELVES WITH THE APPLICABLE UTILITY SERVICE PROVIDER REQUIREMENTS AND IS RESPONSIBLE FOR ALL COORDINATION REGARDING UTILITY DEMOLITION AS IDENTIFIED OR REQUIRED FOR PROJECT. THE CONTRACTOR SHALL PROVIDE THE OWNER WRITTEN NOTIFICATION THAT THE EXISTING UTILITIES AND SERVICES HAVE BEEN TERMINATED AND ABANDONED IN ACCORDANCE WITH JURISDICTION AND UTILITY COMPANY REQUIREMENTS. 3. CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF SITE PLAN DOCUMENTS AND ARCHITECTURAL DESIGN FOR EXACT BUILDING UTILITY CONNECTION LOCATIONS, DOOR ACCESS, AND EXTERIOR GRADING. THE UTILITY SERVICE SIZES ARE TO BE DETERMINED BY THE ARCHITECT. THE CONTRACTOR SHALL COORDINATE INSTALLATION OF UTILITIES/SERVICES WITH THE INDIVIDUAL COMPANIES, TO AVOID CONFLICTS AND ENSURE PROPER DEPTHS ARE ACHIEVED. THE JURISDICTION UTILITY REQUIREMENTS SHALL ALSO BE MET, AS WELL AS COORDINATING THE UTILITY TIE-INS/CONNECTIONS PRIOR TO CONNECTING TO THE EXISTING UTILITY/SERVICE. WHERE CONFLICTS EXIST WITH THESE SITE PLANS, ENGINEER IS TO BE NOTIFIED PRIOR TO CONSTRUCTION TO RESOLVE. 4. THE CONTRACTOR SHALL PERFORM WHATEVER TEST EXCAVATION OR OTHER INVESTIGATION IS NECESSARY TO VERIFY TIE-IN INVERTS, LOCATIONS AND CLEARANCES, AND SHALL REPORT IMMEDIATELY ANY DISCREPANCIES TO KIMLEY- HORN AND ASSOCIATES, INC. AT (804) 673-3882. 5. THE CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OF ALL UTILITIES TO REMAIN IN PLACE. 6. MAINTAIN A MINIMUM OF 18" OF VERTICAL CLEARANCE BETWEEN STORM SANITARY AND ALL UTILITIES UNLESS OTHERWISE NOTED). 7. CROSS CONNECTION CONTROL AND BACK FLOW PREVENTION SHALL BE IN ACCORDANCE WITH THE UNIFORM STATEWIDE BUILDING CODE. 8. CONTRACTOR SHALL COORDINATE WITH THE FIRE MARSHAL BEFORE INSTALLING FIRE LANE SIGNS AND MARKINGS. 9. ALL CLEANOUTS WITHIN VEHICULAR AREAS SHALL BE TRAFFIC BEARING. 10. CONTRACTOR SHALL SAW CUT, REMOVE, AND REPLACE ASPHALT PAVEMENT AS NECESSARY TO INSTALL UNDERGROUND ELECTRIC, TELEPHONE, SANITARY SEWER, WATER, AND COMMUNICATION CONDUITS. 11. UNDERGROUND UTILITIES INSTALLED ON PRIVATE PROPERTY OR IN PRIVATE UTILITY EASEMENTS AND BUILDING RELATED STORM DRAINS SHALL BE DESIGNED AND INSTALLED PER THE CURRENT EDITION OF THE VIRGINIA UNIFORM STATEWIDE BUILDING CODE. 12. PROPOSED CROSSINGS WITH EXISTING UNDERGROUND UTILITIES SHALL BE FIELD VERIFIED BY TEST PIT PRIOR TO COMMENCEMENT OF CONSTRUCTION. 13. THE RIM ELEVATIONS OF EXISTING MANHOLES, INLET STRUCTURES, AND SANITARY CLEANOUT TOPS SHALL BE ADJUSTED, IF REQUIRED, TO MATCH PROPOSED GRADES IN ACCORDANCE WITH ALL APPLICABLE STANDARDS. 14. ALL WATER, SEWER AND FIRE LINES REQUIRE NEW INSPECTION AND TESTING PROCEDURES. THE ACSA PERFORMS ANY TESTING AND INSPECTIONS OF THE PUBLIC SEWER AND WATER MAIN(S). THE ALBEMARLE COUNTY BUILDING INSPECTIONS DEPARTMENT (ACBID) DOES A VISUAL INSPECTION AND WITNESSES THE TESTING OF THE BUILDING DRAIN, WATER SERVICE PIPE AND THE SPRINKLER LEAD-IN CONNECTION. THE DEVELOPER/CONTRACTOR IS RESPONSIBLE TO RETAIN A SPECIAL INSPECTOR AS OUTLINED IN THE UPDATED ALBEMARLE COUNTY POLICY FOR SITE UTILITIES TO PERFORM THE VISUAL INSPECTION AND TESTING OF ALL UTILITIES NOT COVERED BY THE ACSA OR ACBID. THIS INCLUDES BUILDING SEWERS, WATER AND FIRE LINE BRANCHES BETWEEN THE MAIN AND THE METER(S)/BUILDING(S). THE SPECIAL INSPECTOR'S REPORT MUST BE SUBMITTED AND APPROVED BY THE ALBEMARLE COUNTY ENGINEERING DEPARTMENT PRIOR TO A CERTIFICATE OF OCCUPANCY BEING ISSUED. TRAFFIC CONTROL NOES 1. WHENEVER CONSTRUCTION OPERATIONS ENCROACH ON THE RIGHT -OF WAY OF ADJACENT ROADWAYS, TRAFFIC CONTROL SHALL BE PROVIDED IN ACCORDANCE WITH LOCAL AND STATE STANDARDS. 2. NO MATERIALS OR EQUIPMENT SHALL BE STORED OR STOCKPILED WITHIN THE RIGHT-OF-WAY OF ADJACENT ROADWAYS. 3. THE CONTRACTOR WILL BE SOLELY RESPONSIBLE FOR COMPLETING AND IMPLEMENTING TRAFFIC CONTROL PLAN. BUILDING INSPECTION NOTES: 1. ACCESSIBLE PARKING SPACES, ACCESS ISLES, AND ACCESSIBLE ROUTE SHALL BE INSTALLED IN ACCORDANCE WITH ICC ANSI A117.1-09 AND THE 2015 VIRGINIA CONSTRUCTION CODE. 2. ALL WATER, SEWER LINES, AND FIRE LINES FROM THE MAIN TO THE STRUCTURE LOCATED ON PRIVATE PROPERTY MUST HAVE A VISUAL INSPECTION PERFORMED BY THE BUILDING DEPARTMENT. 3. BUILDINGS OR STRUCTURES BUILT BEFORE JANUARY 1, 1985 MUST HAVE AN ASBESTOS SURVEY PERFORMED IN ORDER TO APPLY FOR A DEMOLITION PERMIT. ASBESTOS REMOVAL PERMITS ARE REQUIRED IF POSITIVE FOR SUCH FROM ALBEMARLE COUNTY AND VDOLI. CONTACT VDOLI FOR THEIR ADDITIONAL REQUIREMENTS AND PERMITS FOR DEMOLITION PROJECTS AT 540-562-3580 X131. ALL CONSTRUCTION METHODS AND MATERIAL SHALL CONFORM TO THESE DRAWINGS, PROJECT SPECIFICATIONS, STANDARDS WITH ALL CURRENT APPLICABLE CODES, AND, UNLESS OTHERWISE SPECIFIED, WITH THE CURRENT EDITIONS AND LATEST REVISIONS OF THE FOLLOWING REFERENCE DOCUMENTS: • VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT) ROAD & BRIDGE SPECIFICATIONS • VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT) ROAD & BRIDGE STANDARDS • MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) VIRGINIA SUPPLEMENT TO THE MUTCD • INSTRUCTIONAL AND INFORMATIONAL MEMORANDA (IIM) VIRGINIA WORK AREA PROTECTION MANUAL SPECIFIC STANDARDS AND DETAILS FROM THE CURRENT AND OR REVISED VERSION OF THE 2016 VDOT ROAD AND BRIDGE STANDARDS INCLUDE: WP-2 (ASPHALT PAVEMENT WIDENING FOR WIDENING SUBJECT TO TRAFFIC) - CC-11 (METHOD OF TREATMENT - CONNECTION FOR STREET INTERSECTIONS AND COMMERCIAL ENTRANCES) - CG-12 (DETECTABLE WARNING SURFACE - TYPE B (PARALLEL) APPLICATION) - CG-6 (COMBINATION 6" CURB AND GUTTER) - MH-1 (STANDARD MANHOLE FRAME AND COVER) - MH-1 (MANHOLE FOR 12"-48" PIPE CULVERTS) IS-1 (STANDARD METHOD OF SHAPING MANHOLE & INLET INVERTS) - DI-3A, 3B, 3C (STANDARD CURB DROP INLET - 12"-30" PIPE: MAXIMUM DEPTH (H)=8') - DI-1 (STANDARD DROP INLET - 12"-24" PIPE: MAXIMUM DEPTH (H)=10') - PB-1 (INSTALL. OF PIPE CULVERTS AND STORM SEWERS CIRC. PIPE BEDDING AND BACKFILL - METHOD "A") - ST-1 (STANDARD STEP) - DI-2A, 2B, 2C (STANDARD CURB DROP INLET - 12"-24" PIPE: MAXIMUM DEPTH (H)=9') - GR-2, 2A (STANDARD BLOCKED -OUT W-BEAM GUARDRAIL (STRONG POST SYSTEM)) - GR-2, 2A (STANDARD BLOCKED -OUT W-BEAM GUARDRAIL (STRONG POST SYSTEM, POST AND BLOCKOUT DETAILS)) w 0 0 z 0 V5 > w 0-1 O ro N rM N L ,,¢ z> Oco o LuZ ¢o U= OU N co :2 O cn NE co n . ¢ Am, oocoo Z N c0 = Z� o w OfD o cn co J � _ ~ W z 0 § ��a � �� Y N ro J N - O N -� Lo ro O N "7 v� RYA PERKINS LIC. No. 046565 07_/09/2 l_3 o 0 � O ON Ln 0 00 �\ CD cn m r m a ,`n Q O ¢ O m o Q � _ - � z z 3 W Y N O V w � S U O O U W W O Z J N< 0. W Z rW V 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 0 rn N 0 i ro N M i U U� it / -. E 0 0 0 N 0 M N O N 00 N 0 0 D tit c } m N N O_ U O LL1 N a Albemarle County Engineering Albemarle County Engineering Albemarle County Engineering Q o Final Plan General Notes Final Plan General Notes Final Plan General Notes Page 1 of 4 Page 2 of 4 Page 3 of 4 `o T ALBEMA.RLE COUNTY of pavement to the face of guardrail, and roadway shoulder widths shall be increased to 6. The contractor is responsible for installation of any additional erosion control measures E FINAL PLAN GENERAL NOTES seven (7) feet. necessary to prevent erosion and sedimentation as determined by the plan approving Y 5. Where urban cross sections are installed, all residential driveway entrances shall conform authority. ° General Construction Notes to VDOT CG-9(A, B or C). 7. All disturbed areas are to drain to approved sediment control measures at all times during 6. Where rural cross sections are installed, all residential driveway entrances shall conform to land disturbing activities and during site development until final stabilization is achieved. 0 1. Prior to any construction within any existing public right-of-way, including connection to VDOT standard PE-1. 8. During dewatering operations, water will be pumped into an approved filtering device. zo any existing road, a permit shall be obtained from the Virginia Department of 7. Compliance with the minimum pavement width, shoulder width and ditch sections, as 9. The contractor shall inspect all erosion control measures periodically and after each runoff- vl r Transportation (VDOT). This plan as drawn may not accurately reflect the requirements of shown on the typical pavement section detail, shall be strictly adhered to. producing rainfall event. Any necessary repairs or cleanup to maintain the effectiveness of w 3 the permit. Where any discrepancies occur the requirements of the permit shall govern. 8. Road plan approval for subdivisions is subject to final subdivision plat validation. Should the erosion control devices shall be made immediately. 01 2. All materials and construction methods shall conform to current specifications and the final plat for this project expire prior to signing and recordation, then approval of these 10. All fill material to be taken from an approved, designated borrow area. s standards of VDOT unless otherwise noted. plans shall be null and void. 11. All waste materials shall be taken to an approved waste area. Earth fill shall be inert 3. Erosion and siltation control measures shall be provided in accordance with the approved 9. All signs or other regulatory devices shall conform with the Virginia Manual for Uniform materials only, free of roots, stumps, wood, rubbish, and other debris. erosion control plan and shall be installed prior to any clearing, grading or other Traffic Control Devices and the Albemarle County Road Naming and Property Numbering 12. Borrow or waste areas are to be reclaimed within 7 days of completion per Zoning N construction. Ordinance and Manual. Ordinance section 5.1.28. 4. All slopes and disturbed areas are to be fertilized, seeded and mulched. 10. Traffic control or other regulatory signs or barricades shall be installed by the developer 13. All inert materials shall be transported in compliance with section 13-301 of the Code of z 0 5. The maximum allowable slope is 2:1 (horizontal:vertical). Where reasonably obtainable, when, in the opinion of the County Engineer, or designee, they are deemed necessary in Albemarle. Q lesser slopes of 3:1 or better are to be achieved. order to provide safe and convenient access. 14. Borrow, fill or waste activity involving industrial -type power equipment shall be limited to 0 6. Paved, rip -rap or stabilization mat lined ditch may be required when in the opinion of the 11. The speed limits to be posted on speed limit signs are 5 mph below the design speed, or as the hours of 7:00am to 9:00pm. County Engineer, or designee, it is deemed necessary in order to stabilize a drainage determined by VDOT for public roads. 15. Borrow, fill or waste activity shall be conducted in a safe manner than maintains lateral 0 channel. 12. VDOT standard CD-1 or CD-2 cross -drains under to be installed under the subbase support, or order to minimize any hazard to persons, physical damage to adjacent land and M v 7. All traffic control signs shall conform with the Virginia Manual for Uniform Traffic material at all cut and fill transitions and grade sag points as shown on the road profiles. improvements, and damage to any public street because o slides, sinking, or collapse. N E Control Devices. 13. A video camera inspection is required for all storm sewers and culverts that are deemed 16. The developer shall reserve the right to install, maintain, remove or convert to permanent 8. Unless otherwise noted all concrete pipe shall be reinforced concrete pipe - Class III. inaccessible to VDOT or County inspections. The video inspection shall be conducted in stormwater management facilities where applicable all erosion control measures required O ui c D 9. All excavation for underground pipe installation must comply with OSHA Standards for accordance with VDOT's video camera inspection procedure and with a VDOT or County by this plan regardless of the sale of any lot, unit, building or other portion of the property. a 0 o the Construction Industry (29 CFR Part 1926). inspector present. 17. Temporary stabilization shall be temporary seeding and mulching. Seeding is to be at 75 o = o lbs/acre, and in the months of September to February to consist a 50150 mix of Annual E o o Ryegrass and Cereal Winter Rye, or in March and April to consist of Annual Rye, or May N ro U z o General Construction Notes for Streets (This list is in addition to the General Construction General construction notes for Erosion and Sediment Control plans through August to consist of German Millet. Straw mulch is to be applied at 801bs/100sf. n o 00 o oNotes) Alternatives are subject to approved by the County erosion control inspector. 1. The plan approving authority must be notified one week prior to the pre -construction 18. Permanent stabilization shall be lime and fertilizer, permanent seeding, and mulch. Z r [if 5 c 0 1. Construction inspection of all proposed roads within the development will be made by the conference, one week prior to the commencement of land disturbing activity, and one week Agricultural grade limestone shall be applied at 90lbs/1000sf, incorporated into the top 4-6 Y County. The contractor must notify the Department of Community Development (296- prior to the final inspection. inches of soil. Fertilizer shall be applied at 1000lbs/acre and consist of a 10-20-10 nutrient w W w o § 5832) 48 hours in advance of the start of construction. 2. All erosion and sediment control measures will be constructed and maintained according to mix. Permanent seeding shall be applied at 180lbs/acre and consist of 95% Kentucky 31 or � a 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 Tall Fescue and 0-5% Perennial Ryegrass or Kentucky Bluegrass. Straw mulch is to be Y N 3 shall have CBR tests performed on the subgrade soil. Three (3) copies of the test results Handbook and Virginia Regulations VR 625-02-00 Erosion and Sediment Control applied at 80lbs/100sf. Alternatives are subject to approved by the County erosion control shall be submitted to the County. If a subgrade soil CBR of 10 or greater is not obtainable, Regulations. inspector. N >- 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 19. Maintenance: All measures are to be inspected weekly and after each rainfall. Any damage ■ t! p 3 results for approval. clearing. or clogging to structural measures is to be repair immediately. Silt traps are to be cleaned LO 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 when 50% of the wet storage volume is filled with sediment. All seeded areas are to be N within easements prior to acceptance by the County. All drainage outfall easements are to all times. reseeded when necessary to achieve a good stand of grass. Silt fence and diversion dykes B 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 which are collecting sediment to half their height must be cleaned and repaired O 4. Guardrail locations area approximate. Exact length, location and appropriate end treatments PP g��( (including, but not limited to off -site borrow or waste areas the contractor shall submit a g> )� inunedlatel . Y Y will be field verified at the time of construction. Additional guardrail may be required at supplementary erosion control plan to the owner for review and approval by the plan 20. All temporary erosion and sediment control measures are to be removed within 30 days of NTH Opp ° locations not shown when, in the opinion of the County Engineer, or designee, it is deemed approving authority. final site stabilization, when measures are no longer needed, subject to approval by they$ 1�.+ onecessary. When guardrail is required, it shall be installed four (4) feet offset from the edge County erosion control inspector. V RYA PERKINS y Llc. No.046565 E v (16 Jm 2005) (16 Jun 2005) (16 Jm 2005) jONAL 0 U N O ` Albemarle County Engineering w O O O w N = Ln Final Plan General Notes n Q 'm > m Page 4 of 4 a o � o September 14, 2021 11.THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NO- _ N J 3 3 LEAD REGULATION REGARDING BRASS FITTINGS EFFECTIVE JANUARY 4, Y O < w General construction notes for Stormwater Management plans ACSA GENERAL WATER & SEWER CONDITIONS 2014 (SENATE BILL 3874 WHICH AMENDS THE SAFE DRINKING WATER ACT). r 3 1. All dams and constructed fill to be within 95% of maximum dry density and 2% of optimum 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY o moisture content. All fill material to be approved by a geotechnical engineer. A SERVICE AUTHORITY (ACSA) INSPECTORS. THE CONTRACTOR WILL BE 12.THE SEWER LATERAL BEYOND THE CONNECTION AT THE SEWER MAIN H v geotechnical engineer is to be present during construction of dams. RESPONSIBLE FOR NOTIFYING THE PROPER ACSA OFFICIALS AT THE SHALL BE PRIVATE. THE SEWER LATERAL STUB -OUT SHALL UNDERGO THE �/► 2. Pipe and riser joints are to be watertight within stormwater management facilities. START OF THE WORK. ACSA LOW-PRESSURE AIR TEST TO SATISFY COUNTY TESTING Z V W 3. For temporary sediment traps or basins which are to be converted to permanent stormwater REQUIREMENTS. VISUAL INSPECTION OF THE SEWER LATERAL STUB -OUT management facilities; conversion is not to take place until the site is stabilized, and SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS a permission has been obtained from the County erosion control inspector. 2. THE ALBEMARLE COUNTY SERVICE AUTHORITY SHALL HAVE ACCESS TO USE THE AIRSPACE ABOVE THE LOCATIONS OF CONSTRUCTION FOR THE DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER O O a FLIGHT OF UNMANNED AERIAL VEHICLES FOR THE PURPOSE OF IMAGERY PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. / 1 Z �J COLLECTION. a 13. THE SEWER LATERAL BEYOND THE CONNECTION AT A MANHOLE SHALL BE W J 3. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PRIVATE. VISUAL INSPECTION AND PRESSURE TESTING OF THE SEWER J o PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND LATERAL SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS T WHERE SHOWN ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER ° SHALL, ON HIS OWN INITIATIVE, LOCATE ALL UNDERGROUND LINES AND PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. a UJ STRUCTURES, AS NECESSARY. 14. THE FIRE SPRINKLER MAIN DOWNSTREAM OF THE GATE VALVE IS PRIVATE. c 4. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT VISUAL INSPECTION AND TESTING OF THE FIRE SPRINKLER MAIN I t 1 LJJ EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTION DOWNSTREAM OF THE GATE VALVE SHALL BE WITNESSED BY THE COUNTY DOWNSTREAM M SPECIFICATIONS, AS ADOPTED BY THE ACSA. BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR J V UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE 5. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. CONTRACTOR. E ` 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY 15.ALL FLUSHING OF FIRE SPRINKLER MAINS SHALL NOT OCCUR UNTIL (1-800 552-7001). APPROVAL IS GIVEN BY THE ACSA. 0 7. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF THREE AND A 16. PRIOR TO BACKFLOW PREVENTION DEVICE TESTING AND THE ESTABLISHMENT OF WATER SERVICE, ALL BACKFLOW PREVENTION DEVICE 0 HALF (3.5) FEET OF COVER MEASURED FROM THE TOP OF PIPE, OVER THE �y s CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE INSTALLATIONS SHALL MEET THE ACSA BACKFLOW REQUIREMENTS AS DETAILED IN SECTION 8 OF THE MOST RECENT REVISION OF THE ACSA 7 L.L W v LATERALS AND WATER LINES, ETC. y RULES AND REGAULTIONS. Q a 8. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE ` OF ROADSIDE DITCHES. 17. A DEED OF EASEMENT AND EASEMENT PLAT FOR THE UTILITY EASEMENTS, M N W APPROVED BY THE ACSA, SHALL BE RECORDED PRIOR TO ANY WATER 7 ° c 9. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE AND/OR SEWER SERVICE BEING ESTABLISHED. Q I 1 LJJ N RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. W >_ n tll 1 1 Z 10. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT. � 5 O� U ^ v W 5 3 I1/ LL_ J `m Q o (16 Jm 2005) Ld W m J C N Q E SHEET NUMBER O r CA-102 0 O N N Q T` c ° Lo 3 = 7 T Z N D E a- Y O X X T it +' .0 z ° � o y Z '3 Q N n o n L yJ N J <6 Q _ Z Q 0 0 N Q Y 1 c � o Y D o J = Q T N E 1 y n T Q ° J a ° 0 U C c ° to C O O 0 N Q 0 i C c .. UI 3 D O 5 ° 3 E 0 U 0 0 L v m L Z) c Z) o ° v � u 0 0 c '� � L L I � a )0 o a h E J `o I N J N Y Y L° n E P a 3 V � L u s 7 3 V ,A O ,A - m L O c 2 ° n N N N O a Z n z 1 'u J y x ° � y z o �3 w � T ° Q 0 Z Q � y 1J N J ' < Q � Z Z N Q _ o N i E n � C J ° Q N 5 ° � C n N 7 L Q J N N 0 a o N O � J � a s= y c 0 n a N a+ ° c tU O L U n N 5 C U) y a 3 L 0 0 J 0 .% E n � 0 p o ON ° L ili­ DOT Vurginia Department ANSI,Wof Transportation ACCESS MANAGEMENT EXCEPTION REQUEST: AM-E ACCESS MANAGEMENT REGULATIONS 24 VAC 30-73 SECTION 120 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 k 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 rPn11PCtPd that the adla rP nt rlrnnPrty nWr1Pr hP rnnta rtPd to dl[r11CC a [hared arrP[[ driVP_ After mllltlnlP attP mrlt[ to frlrltart 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 2n6 (or additional) entrance does not meet the spacing standards but is necessary for the streets to be accepted into the secondary system. (Section 120 C.3.e) ❑ Attached: Information on the development that identifies the location of entrances. ❑ F. To be located within the limits of a VDOT and locality approved access management corridor plan. ❑ Attached: Aerial photo of corridor identifying proposed entrance/intersection location. (Sect 120 C.3.b) FOR VDOT USE ONLY Recommendation on Exception Request: Approve[V] Deny Date: 6/23/21 Area Land Use Engineer or: Name Adam J. Moore, P.E. Remarks: The Residency recommends approval based on the following factors: 1. The proposed full access entrance location is pushed as far from the Route 29 signal as possible. 2. Traffic Engineering reviewed and concurred with the design and had no comments about impacts to signal operations. 3. The included letter demonstrates sufficient effort was expended in an attempt to share a commercial entrance on Route 29 with the property to the south. 4. The intended time of day signs directing traffic entering Greenbrier to the right will encourage traffic to not wait for the queue to clear during peak hours. Concurrence from Carrie Shepheard, P.E. via phone 6/21/21 Exception Request Action: Approved✓ Denied Date: 7/1/2021 District Administrator or Designee: Nlaieul 1038:4 nre g mm ozm wee:aoa•aa Name (and position if Designee) Remarks: Concur with Residency remarks. Approval requires time of day signs directing traffic entering Greenbrier to the right from 7 AM-9AM and from 5 PM-6PM (based on peak hours in traffic analysis). Times for left turn restriction will be monitored and may need to be adjusted based on field conditions/safety concerns. District Staff: Please email copy to Bradley.Shelton(a)VDOT.Virainia.aov 3 February 2015 ✓❑ Exception to the commercial entrance shall not be located within the functional area of an intersection requirement. (See Regulation Section 120 C. 1; Appendix F, Rd Design Manual) ✓❑ Attached: A traffic engineering study documenting that the operation of the intersection and public safety will not be adversely impacted. ❑ 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 stud required) ❑ ( g 8 Y q ) 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: 0 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 (11) provides documentation that the proposed signal will not impact safety and traffic flow. (Section 120 C.5) L 2 9 1 r3tCtN�P COUNTY OF ALBEMARLE Dept. of Planning & Community Development 401 McIntire Road Charlottesville. Virginia 22901-4596 (804) 296 5823 February 29, 1992 Crenshaw's Auto Service, Inc 1215 Seminole Trail Charlottesville, VA 22901 RE: SP-91-69 Crenshaw's Auto Service Tax Map 61W, Section 2, Block A, Parcel 1 Dear Mr. Crenshaw: The Albemarle County Board of Supervisors, at its meeting on February 19, 1992, approved the above -noted request to locate motor vehicle sales and rental on 2.26 acres zoned C-1, Commercial and EC, Entrance Corridor (existing service station is to remain). Please note that this approval is subject to the following conditions: 1. Use shall not commence until a Certificate of Appropriateness is issued by the Architectural Review Board; and 2. Storage areas shall be limited to those shown on a plat titled "Physical Survey of Lot 1, Block A, Section Two, Westfield" and initialed 2/5/92 WDF and the total number of vehicles available for sale or rental shall not exceed sixty-four (64) at any one time. If you should have any questions or comments regarding the above noted action, please do not hesitate to contact me. Sincerely, U V. Wayne imberg / Director f Planning & tiOmm ity Development VWC/jcw cc: Amelia Patterson Jo Higgins James E. Crenshaw Charlottesville Realty Company THIS IS TO CERTIFY THAT ON NOVEMBER 30, 1976, 1 SURVEYED THE PROPERTY SHOWN ON THIS PLAT AND THE TITLE LINES AND WALLS OF THE BUILDING/ ARE SHOWN HEREON. f�� �• �� . MILLIAY S. ROUDU US N, JR. CERrVIED LAND SURVEYOR U.S. ROUTE 29— N.B. L. CERTIFICATE No.6ee.,n. 16 MARKED PARKING SPACES ' Fi`:3'ItiU"tm",I�I�.i-'a�.di @"?al;;: I,o Set N35020'59"E 40 14 9.02' s16" J A-88032'18" R : 26.65' T, 25.51 il • 41. 16' / so.s SERVICE „ („ STATION � '' 60. t __- —r— ' 0 RE IPA Y•4 t h r D �ryh t ,Rf / , 175. 00 ' 536020'59W 2 ti 'ft FENCED PARKING AREA R J. Z661 £ 1 NVr :J3N303a s'i(ewn is cx:stir�- 2- Fenced 70.arErn- /e1 y Vd/+/e% turn n _ .t m✓� _i ;.':J :t/,^ - �e 1 ,✓; .'.r .t.: a's .>' n> c o/.47�C Va/!:c/es (fie be /ceseJJ 3- M.ce.�eo/�.cr/C.:.q ,j'FMCGS; eX/SY/n� (1hat,.:q en Ssuf fi /5nc ce !J`rdn Y/--, PHYSICAL SURVEY OF LOT I, BLOCK A, SECTION TWO "WESTFIELD" CHARLOTTESVILLE MAGISTERIAL DISTRICT ALBEMARLE COUNTY, VIRGINIA s.1 �F,ALTH OP r. s IOIIiA1fSi, A ti V CERT, NO. 54.17.3 (a) 655 c, 54-17.3 (b) 78 A. '+rerta LAN* no IZes x000.1 /6 ✓.cn. 9'8 Fr^e'�l /,74 'c%•Jk,.J,.crs.; /eoe.-,a�� WILLIAMS. ROUDABUSH, INC. W./y, un crG /; /e oar, d� , r Gi -I+: If A Professional Corporation CERTIFIED LAND SURVEYORS "ALE: 1 50 � DATE: NOVEMBER 30, I976 Charlottesville Virginia Sft" vnme Poml L Seom, Co 3UU =01, I. T 7., FII F NO.._4.9 74_ !n Z 0 > W 01 O M N M N L �Q z> 0 No H Z Qo U= N c :2OU O Nix n U z ooCo ZN ¢war O = Z~ O W Of O(n N _~ W Y z 0 ia � Y N �iJ_ o>- } N o< r� O N s'l RYA PERKINS LIC. No. 046565 a210912 O O U LLIO ON � O 00 } m } CO a-I)Q 7 0 0 Q 0 } m o Q N W Z Z ¢ y w Y C-) a N N 0 0 U 5� w Z Z �wwp w U w ~ S< V W p z X S< Z Si UJ U Q UJ V ) QI > Z Itl T V J I..L NLu W z W WZ H 0 1..� Z 0 U V Q LLI m J Q SHEET NUMBER CA-103 TOP=451. BM #1/ , MAG NAIL ON TOP/CURB ELEV=456.2. / TOP-457.79 / FL=453.35 / TOP=454.�ji , / INV IN-4 .80 / INV OUT��6. TOP= 0 VJV �00,I /t w 4 A04 it OMMA / E ENT c ; 1� %A ®- 9D \ ROD \Fft- �452 4S 4S3?Q \ •� �4S4,\ \ 45 6- , �\ \ TOP=446.53 INV IN=440.70 FL=425.85 CURVE TABLE SIT CURVE LENGTH RADIUS DELTA I TANGENT ICHORD BEARING1 CHORD 11� Cl 41.19 26.65 1 88"33'51" 1 25.99 1 N79"32'55"E 37.21 .32 S 75 1`o Ss, rOP-AAA. Or � 1 � I pz 1/ FL=441.15 I GP -457_ z � o 00 48.5 a�HISELED SQUARE TAT ELEV QR/D.I. �D� �k'(60 RUTE' 866 =446.2 'h FL=4 1 #STORY \\ \\ C \\ \ \\ \�\ \ i \ 00-_ Ai a \ \ FIL 9.70 LOCATION OF "STEEP SLOPES -MANAGED" AS F4583\\\\\ `\� \\\\ \�\\ \ \ \ 1 \` a FBRICK/METAL //- - - C IDENTIFIED ON ALBEMARLE COUNTY GIS (TYP.) VICINITY MAP SCALE 1 " = 2000' \\\\ RsRB\ \ \ \ aoj� �424�0_- � \ \ \ \\ \ a �, 'F,G=his J / / \ ry t0CiK/ / /�'VW \ -54"*RCP rlFllfa�lN��/ - _ ATION �' \ 1 \ \ \ \� \ \ 1 // / ?OVL // #490 TOP=423 61 �1ENT � \ / / � / ^mott w - G. \350 °� 2.25�6 ACRES \ \ \� \ ��� \\�� \ \ �\ \ //'� BRICK L=aos.00 \\ \ \\ \ G' \\ \\\\\�\ `\ \� 1\ \ / F.F.=429.50 CHI ASSET (VA) CHARLOTTESVILLE-1165 PEPSI PLACE, LLC \�\---�\--r \ \\ \ \\ \ ✓ \\� \� \\ \ \\\\\\\� � \ 13 D.B.D2359 PG. G. 2(PLAT) \\ \ \ GRAVEL AREA \ \ \\\\\ \ \ \\ \ PARCEL ID: 061 WO-02-00-002BO NOTES \ 1. OWNERSHIP: \ CHARLOTTESVILLE REALTY CORPORATION D.B. 696 PG. 560 PARCEL ID: 061 WO-02-OA-00100 / 2. THIS SURVEY WAS PREPARED WITH THE BENEFIT OF A TITLE COMMITMENT BY FIDELITY NATIONAL TITLE INSURANCE COMPANY COMMITMENT NO. DC2000670 EFFECTIVE DATE OCTOBER 8, 2020 AT 8:00 A.M. 3. EXCEPTIONS OF SCHEDULE B-SECTION II OF THE ABOVE REFERENCED TITLE COMMITMENT: 1.) NOT ADDRESSED 2.) STANDARD EXCEPTIONS A. NOT ADDRESSED B. NOT ADDRESSED C. NOT ADDRESSED D. SHOWN HEREON 3.) NOT ADDRESSED 4.) NOT ADDRESSED 5.) NOT ADDRESSED 6.) 40' GAS LINE EASEMENT IN D.B. 290 PG. 434 - SHOWN HEREON 7.) PARTIAL VACATION OF A 40' GAS LINE EASEMENT IN D.B. 421 PG. 500 - SHOWN HEREON 8.) 10' VEPCO EASEMENT IN D.B. 429 PG. 350 - SHOWN HEREON 9.) 40' GAS LINE EASEMENT IN D.B. 1683 PG. 337 - SHOWN HEREON 10.) 15' LUMOS NETWORKS EASEMENT IN D.B. 4871 PG. 240 - SHOWN HEREON 11.) 40' GAS LINE EASEMENT IN D.B. 425 PG. 153 - SHOWN HEREON 4. THIS PROPERTY LIES IN ZONE 'X' OF THE FEMA DEFINED FLOOD HAZARD AREA AS SHOWN ON FLOOD INSURANCE RATE MAP NUMBER 51003CO278D, EFFECTIVE DATE FEBRUARY 4, 2005. 5. DURING THE PROCESS OF OUR PHYSICAL IMPROVEMENT SURVEY NO INDICATIONS OF A CEMETERY WERE FOUND. NO FURTHER INSPECTION OF THE PROPERTY HAS BEEN MADE FOR POSSIBLE CEMETERIES. 6. ZONED: Cl COMMERCIAL; SEE COUNTY OF ALBEMARLE ZONING ORDINANCE FOR SETBACKS 7. HORIZONTAL: THE MERIDIAN SOURCE OF THIS PLAT IS BASED ON THE VIRGINIA STATE PLANE COORDINATE SYSTEM, SOUTH ZONE, NAD 1983/1993 (HARN). COORDINATE VALUES SHOWN ARE EXPRESSED IN U.S. SURVEY FEET. VERTICAL: NAVD 88 DATUM 8. UNDERGROUND UTILITIES MARKED BY ACCUMARK, INC. AND FIELD LOCATED. THIS IS TO CERTIFY THAT THIS MAP OR PLAT AND THE SURVEY ON WHICH IT IS BASED WERE MADE IN ACCORDANCE WITH THE 2016 "MINIMUM STANDARD DETAIL REQUIREMENTS FOR ALTA/NSPS LAND TITLE SURVEYS," JOINTLY ESTABLISHED AND ADOPTED BY ALTA AND NSPS, AND INCLUDES ITEMS 1,2,3,4,5,7(a),8,9,11,13,14 & 16 OF TABLE A THEREOF. PURSUANT TO THE ACCURACY STANDARDS AS ADOPTED BY ALTA AND NSPS AND IN EFFECT ON THE DATE OF THIS CERTIFICATION, UNDERSIGNED FURTHER CERTIFIES THAT IN MY PROFESSIONAL OPINION, AS A LAND SURVEYOR REGISTERED IN THE COMMONWEALTH OF VIRGINIA, THE RELATIVE POSITIONAL ACCURACY OF THIS SURVEY DOES NOT EXCEED THAT WHICH IS SPECIFIED THEREIN. THE FIELD WORK WAS COMPLETED ON NOVEMBER 13, 2020. KENNETH R. BLAYLOCK, JR., L.S. LIC. NO. 2833 DATE APPROXIMATE 10' VEPCO E D.B. 429 F TOP=428.07 BLOCK \_ FL=426.60 \ \ RETAINING \ RS9 \1 \\ \ G \ \ \ \ \ WALL \ I \\ \ - \ -----\ \\\\\\ �\\\ \ � INV=428.63 \\\ \ \ 1 \ \ �11 \ \6) \\�� \\�\\\\\\v\\\ GRATE INLET TOP=440.55 FL=429.70 40� AS LINE EA�MENT \�\ �\ \\ \ �\ 1111\ll D. 290 P ' 434 \ \ �� - \ \ 1 \III 1 j\\ \ 11R,b. D-B 1ssj K. 300 I 37 RMD PROPERTIES, LLC D.B. 2217 PG. 191 D.B. 407 PG. 55 (PLAT) PARCEL ID: 061W0 02 OA-00200 \ / o FENCE MEANDERS ALONG PA I a/// \ /j l/ja� //ho/ 111 / LEGAL DESCRIPTION FND. //�/// pry/ BEGINNING AT A POINT; MARKED P.O.B.; SAID POINT BEING AT THE INTERSECTION OF THE EAST LINE OF SEMINOLE TRAIL (U.S. ROUTE 29) AND THE SOUTH LINE OF GREENBRIER DRIVE (STATE ROUTE 866); THENCE ALONG THE SOUTH LINE OF GREENBRIER DRIVE ALONG A CURVE TO THE RIGHT HAVING A LENGTH OF 41.19', .v43 S5610I09"EUS O 19.38'STOAACPOINDT; BEARINGOF OLEAV LEAVING SOUTH LINEHOFDOF 37.21' GREENBRIER TDRIVEPOINT; 5610'09"E \ ��/�/n���s 517.44' TO A POINT; THENCE S35"24'00"W 175.00' TO A POINT; THENCE N56"10'09"W 562.40' TO A POINT / ON THE SOUTH LINE OF SEMINOLE TRAIL; THENCE ALONG THE SOUTH LINE OF SEMINOLE TRAIL N35"16'00"E \ 149.00' TO THE POINT OF BEGINNING, MARKED P.O.B. AND CONTAINING 2.256 ACRES. GRAPHIC SCALE ( IN FEET ) 1 inch = 30 ft. JA-ZAN LIMITE�ARTNERSHIP D.B. 1134 5, D.B. 779 PG. 40 PARCEL ID: 06�W0-0 KENNUH R. BLAYLOCK, o Lic. NO. 2833 LEGEND a DECIDUOUS TREE BENCHMARK • BOLLARD -� SIGN HANDICAP RAMP © CABLE VAULT ©v FIBER-OPTIC VAULT QF FIBER-OPTIC MARKER m � TELEPHONE PEDESTAL X GAS VALVE © GAS MARKER wv WATER VALVE QM WATER METER ® MONITORING WELL QE ELECTRIC METER © TRAFFIC SIGNAL POLE ©v ELECTRIC VAULT tX LIGHT POLE -0 GUY WIRE POWER POLE Q DRAINAGE MANHOLE © CLEANOUT S) SANITARY SEWER - - - - OHE - OVERHEAD ELECTRIC UNDERGROUND WATER - - - - - G UNDERGROUND GAS - - - - - UGE - UNDERGROUND ELECTRIC UNDERGROUND FIBER-OPTIC - - - - UTL - UNDERGROUND TRAFFIC UNDERGROUND CABLE TV - - - - - UGT - UNDERGROUND TELEPHONE ALTA/NSPS LAND TITLE' SURVL'Y OF ,2. ,256 ACRES OF LAND LYING ON TILL' SOUTHEAST CORNL'R OF SLWYVOLL' TRAIL AND GRL'L'NBRIL'R DRIVE' RIO DISTRICT * ALBEMARLE COUNTY, VIRGINIA DATE: NOVEMBER 13, 2020 SCALE: 9" = 30' JENNINGSTEPHENSON P.C. 1o1so STAPLES MILL ROAD SUITE 103 GLEN ALLEN, VA 23060 j 04-545-6235 LAND SURVEYORS PHONE - 4-545-6259 e FAX - 804-545-6259 & PLANNERS J.N. 20-681 EXISTING CONDITIONS CV-101 0 ° " " Q 0 C O T W E y O T d ° 3 'o D L_ z '3 Q J N 1 � J o �y N V 11 0 - C it y ¢ o " a z 0 � c - o 7 E � o � T � w zE � y T J � O � 0 a j 0 I 0 0 Y C � O � O � N c O o i 0 C Q � L 3 N n ' c ° a, 5 � 3 C D d C 0� 0 T o V � y 0 O c L ° N U c E ° v � 3 a 00 � a I � YJ o n �o " � N > a J I J Y 0 n y a " 0 3 s 3 O h V � V v C D 0 " 0 L a o 3 n L n o a n = y X � O 1 T i 0 z " y z Q N J ' nV R1 " - o � r n EQ i w z' 'J C _ o J " � 0 � C � S 0 a o " O � J � o ° y c 0 n a m �0 C N O L U n " 5 c � 5 � 3 O s 0 0 J y E m D 0 O 0 01 I- F 0 EXISTING CURB AND GUTTER TO REMAIN EXISTING WELLS TO BE REMOVED IN ACCORDANCE WITH VDH STANDARDS \ EXISTING CANOPY AND CURB ISLAND TO BE REMOVED W 04 N N ti a I Il l mm s� l N a d I I (ti Q�22 �1 -avivi I II O O Lj I I m N n l a l v 0 0 I m m 0 yk WASH RACK DOWNSTREAM SEDIMENT SETTLE AREA I w SEE ALBEMARLE COUNTY 4 PAVED WASH RACK 9 DETAIL ON SHEET CE-501 \ EXISTING SIDEWALK AND CURBING TO BE REPLACED i EXISTING WATER METER TO REMAIN Il 3 / CONTRACTOR 1- UTILIZE 2 J TEMPORARY POWER WASHERS AT CONSTRUCTION ENTRANCE FOR WASHDOWN. CONTRACTOR TO REMOVE POWER WASHERS AND UTILIZE ONSITE WATER AS SOON AS POSSIBLE FOR WASHDOWN. II 9 Ng'1 �5 O (pQ khy F�- v 61 N'L�'pc N6 p / NNpS / pQoo 0 / coto / / 97 / / / EXISTING INLET TO o- 5 �v SF \ " // CONTRACTOR TO REPLAN C BE REMOVED (VA) CHARLOTTESVILLE-1165 PEPSI PLACE, LLC RIPRAP DITCH AFTER D.B. 4722 PG. 213 EXISTING SIDEWALK '� NP�� J \ % I II I I I I CONSTRUCTION OF ULTIMATE D.B. 2359 PG. 589 (PLAT) I 1 PARCEL ID: 061 WO-02-00-002BO _TO BE REMOVED NN6.`L / �0\ / ��'��II�II IIIII CONDITION RCP OU�`ALL PIPE ZONED: C-1 COMMERCIAL PARCEL USE: CONVALESCENT HOSPITAL - N°'9 IP I I I I Il I ay1G'� ill � 0R N`L°'p'1 It 1p lob e SoN�66p a SF \ _CONTRACTOR TO INSTALL ULTIMATE p g //i -T�/ \ DC t CONDITION RCP PIPE AND STRUCTURES TO .15"C?P -� . EXISTING TREES - I EXISTING TREES AND 4 i - �OUTFALL SEDIMENT TRAP. SEE SHEET _ �G �G 449 � TO BE REMOVED - - TS 1 \/S� P N 1 VEGETATION TO BE REMOVED - - / 445 �CG-101 FOR PIPE AND STRUCTURE INVERTS.- I,\\1 � \ ROp GR e% y /�� Ng1 ' /450�� -�� ----_- fi--_ 4 g e, - -����P� \ �O� N Aoi (6) EXISTING BOLLARDS - - INSTALL STRUCTURE 100E 451� \ WITH CREST AT 453.00 _ TO BE REMAIN ` �' -� \\ ` -� - - SEDIMENT TRAP \ �\ -- T / -- 5 \ 6' BERM �\ 452 - SF -DRAINAGE AREA: 1.40 ACRES R -3 _=-�C�yy _ - ELEV=456.00 -Z _ = SEE DETAIL ON SHEET CE-501\\\ ELEVATION: 450.00 3� - _ � /C�/.BERM ELEVATION: 456.00DID 45s\\ \ \ /j • Q O / \/�Y/� loos DIVERSION DIKE BASE \ ` / ELEVATION: 457 60 \ \ < / 456-456 74_1/// / I CE DIVERSION DIKE BASE I o o o \ /K%\ \ DIP AS / / - ��\\ / ELEVATION: 458.00 �/ 0 = o �\ \ x 455-456 �' \\ \ \ \\\l \ / 3 3 N \ -456 / \ rs is 454453 ST \\ RS \ \\ \\ \\ EXISTING WOOD SHEDS \ \ c �- - J s 452 \\S\ \ \ \/ Y TO BE REMOVED- EXISTING GAS SERVICE, �451 \\�\ \\\\\ \\` EXISTING CONCRETE / / / w \ TO 1215 SEMINOLE / I . 45, aso DID �`J \ \\ \ �\ / TO BE REMOVED / / // / - - to 0 a � TRAIL TO BE REMOVED pp / 454 453 452 EXISTING TREES AND / \\\ VEGETATION TO BE REMOVED / N m < �I \ \ '� 456 4 . It ICONTRACTOR TO ENSURE \ y'/ PROPOSED STOCKPILE EXISTING BUILDING DIVERSION DIKE BASE\ 458/ '/ I II I EXISTING UNDERGROUND TO BE REMOVED POSITIVE DRAINAGE TO THE ELEVATION: 456.30 dh�' �� AREA ELECTRIC LINES TO BE REMOVED % {�S SEDIMENT TRAP _ - - 8.0' WIDE RIPRAP OUTFALL �/ 459 / I _ I I I I DIVERSION DIKE TO TOP OF WET STORAGE: 453.50 OL TOP OF DRY \STORAGE: 455.00 C SEDIMENTAP(TYP.) C DC6/o EXISTING I II GAS LINES / EXISTING WATER SERVICE AND / // �• r \ \ \ PJF� P TS \ TO REMAIN (TYP.) METER TO BE ABANDONED -EXISTING GRAVEL TO \ EMOVED (TYP.) (SEE SHEET CU-502) / \� BE R� 1 I1 EXISTING SANITARY SEWER LATERAL \ 1 1 1 1 AND CLEANOUT TO BE REMOVED O �' \ DC \ \\ \ �. 1�11111 DC PROPOSED STAGING AND � � TS /// (111 1111 IIt / O TS \\ PARKING AREA i �, O \ \ J / /� MIIII11N1IIIIr -EXISTING WELLS TO BE REMOVED IN \ \ SEDIMENT BOUNDARY v1IlI I1�I IIII \ SOLID / NON -HAZARDOUS DC TS \ .DRAINAGE AREA: 1.40 ACRES 'ACCORDANCE WITH PROPOSED LOCATION OF VDH STANDARDS (7) EXISTING BOLLARDS WASTE DUMPSTER - \ \,/ I IIIIII1IIIlII f `yam TO BE REMOVED \ / - - rnD \ �/ III 1 I 1 III \I 11 r PROPOSED LOCATION OF h \ SANITARY FACILITIES TS PPROXIMATE LOCAT �- EXISTING OVERHEAD ELECTRIC LINE �� .\ \1 \11\\\\\IIIII 10' VEPCO EASEMEN _ PTO BE REMOVED UP TO POLE I 459� \ \ SF \\\\\ \III IIII O' D.B. 429 PG. 350 / � O \ \\Id \\ 1 DC I N59 EXISTING UNDERGROUND ELECTRIC 1 \\Io\\\11 IIIIIIIIIIIIII LINES TO BE REMOVED UP TO POLE / .' \ \ \\X\\IIIIIII III III _ \ \ - 62.4 �a5e- \ �( - - �� \��I�III I1�1I n 11111111111 - _ - W W - W W W W W W FENCE MEANDERS _ �e PROPOSED LOCATION FOR CONCRETE WASHOUT ALONG P/L EXISTING OVERHEAD ELECTRIC LINE (CONTRACTOR TO PROVIDE IMPERMEABLE EXISTING TREES AND TO BE REMOVED UP TO POLE EXISTING UNDERGROUND TELECOM BARRIER/LINED PIT THAT PREVENTS RUNOFF) VEGETATION TO BE REMOVED I JA-ZA IMITED PARTNERSHIP LINE TO BE REMOVED UP TO POLE 40' GAS LINE EASEMENT EXISTING UNDERGROUND ELECTRIC PROPOSED LOCATION FOR ON -SITE FUEL STORAGE D.B. 290 PG. 434 I D. ' PG. 536 LINE TO BE REMOVED UP TO POLE (CONTRACTOR TO PROVIDE IMPERMEABLE BARRIER PROPOSED LOCATION OF RAIN GAUGE D.B. 421 PG. 500 D.B. 77�G. 401 (PLAT) CONTAINMENT, EXTERNAL TO STORAGE) (CAN BE RELOCATED BY CONTRACTOR IF D.B. 1683 PG. 337 PARCEL ID: 061-WO-02-00-0( MODIFICATION IS NEEDED IN THE FIELD) ZONED: C-1 ClWMERCIAL PROPOSED LOCATION FOR SOLVENT PAINT STORAGE PARCEL USE: VACANT C ERCIE (CONTRACTOR TO PROVIDE IMPERMEABLE CONTAINMENT, EXTERNAL TO STORAGE) 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 111aLto] III[e]►■■901alII m I I m I I m I I m LIMITS OF DISTURBANCE EXISTING BUILDING TO BE REMOVED EXISTING TREES TO BE REMOVED EXISTING UTILITIES TO BE REMOVED OR RELOCATED DEMOLITION NOTES 1. THIS DEMOLITION/EROSION CONTROL PLAN IS INTENDED TO AID THE CONTRACTOR DURING THE BIDDING AND CONSTRUCTION PROCESS AND IS NOT INTENDED TO DEPICT EACH AND EVERY ELEMENT OF DEMOLITION. THE CONTRACTOR IS RESPONSIBLE FOR IDENTIFYING THE DETAILED SCOPE OF DEMOLITION AND FOR THE DEMOLITION, REMOVAL, OR RELOCATION OF ITEMS IN CONFLICT WITH THE PROPOSED CONSTRUCTION. 2. THE CONTRACTOR SHALL KEEP ALL ADJACENT ENTRANCES AND PARKING AREAS FREE FROM DIRT, DUST, AND AGGREGATE CAUSED BY VEHICLE TRACKING. THESE AREAS SHALL BE SWEPT AS OFTEN AS NECESSARY TO KEEP AREAS CLEAN AT A MINIMUM ONCE PER DAY. 3. ALL VALVES, VAULTS, MANHOLES, ETC. THAT ARE TO REMAIN SHALL BE ADJUSTED TO PROPOSED GRADE. 4. CONTRACTOR TO CONFIRM ALL EXISTING STORM STRUCTURE INVERTS PRIOR TO PROPOSED STORM SYSTEM INSTALLATION. 5. CONTRACTOR TO CONFIRM ALL EXISTING SANITARY SEWER INVERTS PRIOR TO PROPOSED SEWER INSTALLATION. 6. DEMOLITION OF BUILDING TO INCLUDE REMOVAL OF FOUNDATIONS, UNDERGROUND STRUCTURES, AND BUILDING UTILITIES. 7. ALL EXISTING UTILITIES WILL MAINTAIN MINIMUM COVER DURING CONSTRUCTION AND VALVES WILL BE FLUSHED TO GRADE. B. ALL EXISTING PAVEMENT AND CURB AND GUTTER WITHIN LIMITS OF DISTURBANCE IS TO BE REMOVED. 9. SEE SHEET CP-501 FOR PLANTING BED AND SODDING DETAILS. VIRGINIA UNIFORM CODING SYSTEM FOR EROSION AND SEDIMENT CONTROL STD. & SPEC. MEASURE CALLOUT SYMBOL QUANTITY 3.02 CONSTRUCTION ENTRANCE CE 1 EA. 3.05 SILT FENCE SF X - X - X 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 8 6- 2.62 AC. 3.32 PERMANENT SEEDING Is PS - t1.0 AC. 3.38 TREE PROTECTION TP TP TP 450 LF 3.39 DUST CONTROL DC SEDIMENT TRAP DRAINAGE BOUNDARY >� _ LIMITS OF DISTURBANCE 2.62 AC. PHASE I PROBABLE CONSTRUCTION SEQUENCE 1. SCHEDULE AN ON -SITE PRE -CONSTRUCTION MEETING. THE OWNER MUST GIVE THE COUNTY INSPECTOR AT LEAST 48 HOURS NOTIFICATION TO SCHEDULE AN ON -SITE PRE -CONSTRUCTION MEETING FOR THE ISSUANCE OF A LAND DISTURBANCE PERMIT. THE CERTIFIED REGISTERED LAND DISTURBER (CRLD) MUST ATTEND THE MEETING. 2. THE VSMP CONSTRUCTION ACTIVITY OPERATOR AND THE COUNTRY ENVIRONMENTAL INSPECTOR MUST ATTEND THE PRE -CONSTRUCTION MEETING. 3. INSTALL CONSTRUCTION ENTRANCE AT EXISTING ENTRANCE ON SEMINOLE TRAIL. CONTRACTOR TO KEEP EXISTING ROADS FREE OF MUD AND DEBRIS AT ALL TIMES. 4. INSTALL PERIMETER SILT FENCE AND INLET PROTECTION FOR EXISTING INLETS. 5. INSTALL THE PIPE NETWORK FROM STRUCTURE 97 TO STRUCTURE 100B, WHICH WILL ULTIMATELY DRAIN THE PROPOSED SEDIMENT TRAP. THE BASE OF STRUCTURE 100B WILL BE INSTALLED AS THE OUTFALL STRUCTURE FOR THE PROPOSED SEDIMENT TRAP. 6. INSTALL THE SEDIMENT TRAP AND THE DIVERSIONS, MAINTAINING POSITIVE DRAINAGE TO THE SEDIMENT TRAP. NOTE THAT ALL DIVERSIONS AND SEDIMENT TRAPS MUST BE SEEDED AND MULCHED IMMEDIATELY UPON CONSTRUCTION. 7. BEGIN SITE DEMOLITION ACTIVITIES. MAINTAIN POSITIVE DRAINAGE TO EROSION CONTROL MEASURES AT ALL TIMES. CONTRACTOR TO SEED/MULCH AREAS IMMEDIATELY AS DISTURBANCE CONTINUES THROUGHOUT CONSTRUCTION. 8. ONCE DEMOLITION IS COMPLETE AND ALL PHASE I EROSION AND SEDIMENT CONTROL MEASURES ARE IN PLACE, CONTRACTOR MAY BEGIN PHASE IB CONSTRUCTION ACTIVITIES. REFER TO SHEET CE-102 FOR PHASE IB SEQUENCE OF CONSTRUCTION. GRAPHIC SCALE IN FEET 0 15 30 60 V=30' L, 0 V) z 0 J w 01 ofz O M N M N z, O coLu o Z ¢o OU co O N� n U ¢ Iz of Am, �O r O z N ¢w c0 = z ( w o7 (Do N J � _~ W Y z 0 LLJ paw IN n � J N O } N 0ro Lo ro N "7 v� RYA PERKINS LIC. No. 046565 07_/09/2 l_3 a- :E I a- >z O rl� cn rl� O O N c= aLo F \ � 'm m r m o CD ¢ m o Q \ W z z y y NO ¢ v ¢ w W W VJ Q Z Q Z 00 OQ= � J X J 0 W 5O G rvn V ) 0 Lu 0 0� Z Q I11 L.L N W Q W z W 0 W u O� U W V J Q Ld m J Q SHEET NUMBER CE-101 0 O ¢ 0 C O T W E Y O T ° 0 0 5 3 ° a N O 0 0 m v 0 `o T v Y T c 0 0 a 0 0 c 0 c O ° N O C 0 3 Y � 3 � C n ° Q E = 0 1 � y v � L I .- 0 J o v ° Nc ° N � 0 O 0 _ a E c n ° C N N O v o' v o � m T 54 a 3 0 0 3 I L u U 3 a ° 0 o c v 8 I c 0 p v n � o � a n > ° J a Y y ° Y y 0 E T c n ° n � v C V +� � F ° �d ° p v 0 L � o v E n ` C Tl c ° n ° a C i V r � c :J v 0 a o v O � J � ° o ° y c 0 � .v. n a v C N O L U n ° 5 c m 5 � 3 v L 0 0 J y E n � 0 p o 01 a W N N N _ ti 0)a I I II mm OOwrn I I �mNrry rl o_ v O O I to M Oj m 0 ci WASH RACK DOWNSTREAM SEDIMENT SETTLE AREA \� SEE ALBEMARLE COUNTY I PAVED WASH RACK DETAIL ON SHEET CE-50 EXISTING SIDEWALK AND CURBING TO BE REPLACED .t n\\-.fig EXISTING WATER METER TO REMAIN' a (� k50 II ti CONTRACTOR TO UTILIZE 2 TEMPORARY POWER WASHERS AT CONSTRUCTION ENTRANCE FOR WASHDOWN. CONTRACTOR TO REMOVE POWER WASHERS AND UTILIZE ONSITE WATER AS SOON AS POSSIBLE FOR WASHDOWN. II 9 Ng'1 �5 O (pQ khy F\- / / I O10 N V. i \ //G \ i� SF ' (CONTRACTOR TOPROVIDEIMPERMEABLE BARRIER CONTAINMENT, EXTERNAL TO STORAGE) PROPOSED LOCATION FOR SOLVENT PAINT STORAGE (CONTRACTOR TO PROVIDE IMPERMEABLE CONTAINMENT, EXTERNAL TO STORAGE) I RID 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 ./ 01 G Q/pp . / G / / / 97 / / / T (VA) CHARLOTTESVILLE-1165 PEPSI PLACE, LLC D.B. 4722 PG. 213 D.B. 2359 PG. 589 (PLAT) PARCEL ID: 061 WO-02-00-002BO ZONED: C-1 COMMERCIAL PARCEL USE: CONVALESCENT HOSPITAL PROPOSED \ UNDERGROUND- � _ � — \ -DETENTION SYSTEM - ��� \\R• \ 45 -�' - ----456 --- IP x\ DID 455 4 ST 450 451452 120 \ \ \ \ 451450 I _452'453 454455456- - - DC TS - - - -457- - - /1 I I I PROPOSED STOCKPILE - - -458- AREA — -459 -SEDIMENT TRAP, SEE SHEET CE-101 AND CE-501 x 1 1111�1 so /// I � I \ DEC x zl 1 1 IIIII1�111 TS i\\ IIII IIr I �IIIII 11 1 DC \ \ SEDIMENT BOUNDARY x II1 IIIaII (IIII1 TS / DRAINAGE AREA I IIIIIIIIIIIIIIf LC CATION of �y IIIIIIIcII�\\\III111 FA ILITIES -459 \ SF 1�\\� IIII IIII II \ I 11 111 — 45e-\ --X — — �°�o• I��1�1II�I1�1In11111111111 FENCE MEANDERS �e ALONG P/L - 40' GAS LINE EASEMENT JA—ZA IMITED PARTNERSHIP D.B. 290 PG. 434 D. 1134 PG. 536 PROPOSED LOCATION OF RAIN GAUGE D.B. 421 PG. 500 D.B. 77 G. 401 (PLAT) (CAN BE RELOCATED BY CONTRACTOR IF D.B. 1683 PG. 337 PARCEL ID: 06'1-WO-02-00-0( MODIFICATION IS NEEDED IN THE FIELD) ZONED: C-1 ClWMERCIAL PARCEL USE: VACANT C ERCIE LEGEND PAVEMENT AREAS TO BE STABILIZED BY GRAVEL 3.31 VIRGINIA UNIFORM CODING SYSTEM FOR EROSION AND SEDIMENT CONTROL STD. & SPEC. MEASURE CALLOUT SYMBOL QUANTITY 3.02 CONSTRUCTION ENTRANCE CE 1 EA. 3.05 1 SILT FENCE SF X X X 1050 LF 3.07 INLET PROTECTION IP ® 4 EA. 3.08 1 CULVERT INLET PROTECTION CIP ® E] 3.09 DIVERSION DIKE DD 300 LF 3.13 SEDIMENT TRAP ST ST 1 EA. TEMPORARY SEEDING TS TS _ 2.62 AC. 3.32 PERMANENT SEEDING PS PS t1.0 AC. 3.38 TREE PROTECTION TP TIP TIP 450 LF 3.39 DUST CONTROL DC f DC ---I- 2.62 AC. SEDIMENT TRAP DRAINAGE BOUNDARY s >t >• LIMITS OF DISTURBANCE 2.62 AC. PHASE IB 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. BEGIN INSTALLATION OF REMAINING STORM PIPES, REMAINING STORM STRUCTURES (WITH INLET PROTECTION), AND UTILITIES. ONCE ALL STORM SEWER IS INSTALLED, KEEP ALL STORM STRUCTURES OFFLINE AND ALLOW THE PHASE I TRAP AND DIVERSIONS TO REMAIN IN PLACE AS LONG AS POSSIBLE. 4. ENSURE INLET PROTECTION FOR ALL STRUCTURES IS ADEQUATE AND FUNCTIONING PROPERLY. 5. PARKING LOT SUBBASE TO BE INSTALLED IN ORDER TO STABILIZE THE DRAINAGE AREA TO THE GREENBRIER OUTFALL. INSTALL TEMPORARY SEEDING IN NEWLY GRADED AREAS. 6. REMOVE THE SEDIMENT TRAP UPON STABILIZATION OF THE DRAINAGE AREAS TO THE GREENBRIER OUTFALL. 7. INSTALL PROPOSED UNDERGROUND DETENTION SYSTEM. THE PIPE BETWEEN THE DETENTION SYSTEM AND STRUCTURE 100B IS TO BE INSTALLED WITH A PIPE STOPPER OR SIMILAR TO BLOCK ANY SEDIMENT FROM BACKING UP INTO THE DETENTION SYSTEM FROM STRUCTURE 100B. THE PIPE BETWEEN STRUCTURE 120 AND THE DETENTION SYSTEM CAN BE INSTALLED BUT ENSURE NO DRAINAGE ENTERS THE STRUCTURE UNTIL THE DETENTION SYSTEM IS ACTIVATED. FINISH STRUCTURE 100B BY RAISING TO PROPOSED GRADES AND INSTALLING THE MANHOLE FRAME COVER. 8. ONCE ALL PHASE IB EROSION AND SEDIMENT CONTROL MEASURES ARE IN PLACE, CONTRACTOR MAY BEGIN PHASE II CONSTRUCTION ACTIVITIES. REFER TO SHEET CE-103. GRAPHIC SCALE IN FEET 0 15 30 60 V=30' In z 0 w 01 ofZ O M N M N L �¢ Z O co o F Z QO OU co O cn N co n U z Am, oo�o Z N Qw c0 = Z~ } w of o u) N J _~ W z 0 § :5 a� n � J N � 0 O } N �ro Lo ro N "7 J� RYA PERKINS LIC. No. 046565 07_/09/2 l_3 0 O V n Lij O O N cn 0 00 Lr)0 � \ CD cn > m l O Q o m o Q W Z Z y 1' NO ¢ ¢ w (Un O O U Z a a_ U 06 W M W LL 0 0� Z Q I11 L.L N W Lu I'z W W u O r� U W V J Q Ld m J Q SHEET NUMBER CE-102 0 O Q C O C Lo x T E Y O T a ° 0 L 3 a 0 L N 6 c ° 0 m a 0 E 0 x T v Y T c 0 0 v 0 0 3 0 � C z O .0 J N Y . J L n � o �j C � 3 n _ 'O Y 5 v 3 I c �j ° J E 0 �y v ¢o L d n o c E L . a D C c ° 0 0 � m o-6 I ° n m S a y 0 D 3 3 O c s I 3 'o O n n .. v u C I ° J m 0 Y o FL Y n E .0 a v� N �y y o � T c O V U m V � C V L ' O � 2 n o ° z ° ¢ c J N Y E 2 n �$ c C ° n ° a C i V r U � � c :J y 0 a o c, O � J � ° o ° y c 0 � y n a m c N O L U n ° 5 c � 5 � 3 L 0 0 J .. E n � 0 p o 0r F F 0 I I IP \, I I =1 00 04 3 .I N N ti a I II C6 m \ C� FAr4 04 [tiF�22 II Etl �9 0vi N 03rn I I 3 �la1 0]N�n i Q II �I m 6d vl 00 M 0 III ci 3 �'CS'N56 3 II m II II II S II II II II 1. NO rel / / / / / CONTRACTOR TO REPLACE RIPRAP AND PERMANENT SEED OR BLANKET MATT DISTURBED G / SLOPES WHERE APPLICABLE 97 SF G / jEg E i — 96 y — ''/ IP / G AT E lg0 /yCA I SET (VA) CHARLOTTESVILLE-1165 PEPSI PLACE, LLC SF 1 \ ca D.B. 4722 PG. 213 / _M O� y o \ I I I Ida I D.B. 2359 PG. 589 (PLAT) G F sr al11 IM 1I g0 y PARCEL ID: 061WO-02-00-002BO m� O� ZONED: C-1 COMMERCIAL (1 SZ�I \/ i R�aco�lll 111 111 i� I S��G 950 PARCEL USE: CONVALESCENT HOSPITAL _\ I 0 O // / I �M a II III N� — — — — s SF IP 99 � �• :- � �. a ��� .. :. .-2r► 0 ti 201 X. CONTRACTOR TO UTILIZE 2 TEMPORARY POWER WASHERS AT CONSTRUCTION ENTRANCE FOR WASHDOWN. CONTRACTOR TO REMOVE / POWER WASHERS AND UTILIZE ONSITE ' / IWATER AS SOON AS POSSIBLE FOR WASHDOWN. SS s I SS —o-- SS SS -- CE W W W W ec� Hltt— tnt�- / W N60 \\ Wawa \ 2.26 ACRES \ W50-F B-VA 6,049 SF FF - 457.05 -r 48 WAWASPACES _ T \ \ i m 110 ss c D 101A PROPOSED STAGING AND PARKING AREA 101 '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 JOL \\\ k \ \ \\ \\\ \PROPOSED STOCKPILE ARA / 120 ��;x\ \i� \\\lE\f k�0�i/ �� I' 1 I I Illlllg� I / '456 1 111 III 11 1 a 66p I\on NII \ I I I I r _ I 1111 I co 1 "'III I 1457 x_\\\\1\ 1 I \\\`\\\IIII x \1\IIII Ilr � �458\ I 111�11111111f DC PS x j111 IIII IIII � \ \ / \ SF \�II\\\\\\111IIIIII � \s\�\.\\\�I,IIIIIII I PHASE II PROBABLE CONSTRUCTION SEQUENCE 1. CONTRACTOR TO INSPECT AND MAINTAIN ALL EROSION & SEDIMENT CONTROL MEASURES AND MAKE ANY NECESSARY REPAIRS/ADDITIONS BEFORE BEGINNING PROPOSED IMPROVEMENTS. 2. BEGIN CONSTRUCTION OF INTERNAL PARKING, CURB AND GUTTER, AND DRIVE AISLES. 3. CONSTRUCT PROPOSED WAWA BUILDING AND CANOPY. 4. REMOVE PIPE STOPPER FROM THE PIPE BETWEEN THE DETENTION SYSTEM AND STRUCTURE 100B. ONCE ALL AREAS UPSTREAM OF THE DETENTION SYSTEM ARE FULLY STABILIZED, THE DETENTION SYSTEM CAN BE ACTIVATED. 5. PAVE PARKING AREAS, INSTALL PAVEMENT STRIPING, AND FULLY STABILIZE ON —SITE IMPROVEMENTS. 6. 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. 7. INSTALL FINAL LANDSCAPING AND PLANTINGS. 8. SITE CLEANUP/DEMOBILIZATION. NOTES 1. ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES MAY BE REQUIRED AT THE DIRECTION OF THE COUNTY EROSION CONTROL INSPECTOR. 2. IT IS ANTICIPATED THAT APPROXIMATELY 4200 CY OF CUT MATERIAL WILL NEED TO BE EXPORTED TO A PERMITTED SITE AND WILL NEED TO BE REPORTED TO COUNTY INSPECTOR AND INCLUDED IN THE SWPPP. VIRGINIA UNIFORM CODING SYSTEM FOR EROSION AND SEDIMENT CONTROL STD. & SPEC. MEASURE CALLOUT SYMBOL QUANTITY 3.02 CONSTRUCTION ENTRANCE CE E] 3.05 SILT FENCE SF X — X — X 1125 LF 3.07 INLET PROTECTION P ® 12 EA. 3.32 PERMANENT SEEDING PS PS t1.0 AC. 3.36 BLANKET MATTING BM 920 SY 3.38 TREE PROTECTION TP TIP TIP 450 LF 3.39 DUST CONTROL DC f DC ---i— 2.62 AC. LIMITS OF DISTURBANCE 2.62 AC. —x —x—x— x x— .— \ ��\ \\11 11 IIII ,I 0000 c\\�\11III11 111 ,11 — — \�1�\III I1�1I n 11111111111 FENCE MEANDERS ALONG P/L — 40' GAS LINE EASEMENT JA—ZA IMITED PARTNERSHIP D.B. 290 PG. 434 D. 1134 PG. 536 D.B. 421 PG. 500 D.B. 779-�G. 401 (PLAT) D.B. 1683 PG. 337 PARCEL ID: 061`WO-02-00-00200 ZONED: C-1 CIWMERCIAL PARCEL USE: VACANT COMMERCIAL LAI I \ GRAPHIC SCALE IN FEET 0 15 30 60 V. = 30' L, 0 OIz O M N M N Z O co ci � Z ¢o OU co O cn n U ¢ I n z Of 00 O ZN co 0 = z�ow of o u) N J _~ zY z 0 a � �■ Y N N7 J o� } N °Oro Lo ro N "7 J� RYA PERKINS LIC. No. 046565 07_/09/2 l_3 O Lij O o N Lnn 000 cn > m d� 0O CD ¢ o m o Q W Z z y 1' NO ¢ v) ¢ w 0 N Z Q w 1..� N W W I'Z W o 0 r�� U W V J 0_ Q Ld m J Q SHEET NUMBER CE-103 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 cv 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 DEMOUTION 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 r 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 s 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 Y ACCORDING TO THE NATURAL RESOURCE CONSERVATION SERVICE MAP THE SOILS ON SITE ARE CLASSIFIED AS: MAP UNIT: 50D-MANOR LOAM, 15 TO 25 PERCENT SLOPES 0 DESCRIPTION CATEGORY: GENSOIL MANOR: 85 PERCENT 3 ° n THE MANOR COMPONENT MAKES UP 85 PERCENT OF THE MAP UNIT. SLOPES ARE 15 TO 25 ° PERCENT. THIS COMPONENT IS ON INTERFLUVES, PIEDMONT UPLANDS. THE PARENT MATERIAL Q CONSISTS OF RESIDUUM WEATHERED FROM QUARTZ MICA SCHIST. DEPTH TO A ROOT RESTRICTIVE co LAYER IS GREATER THAN 60 INCHES. THE NATURAL DRAINAGE CLASS IS WELL DRAINED. WATER MOVEMENT IN THE MOST RESTRICTIVE LAYER IS MODERATELY HIGH. AVAILABLE WATER TO A o .2 DEPTH OF 60 INCHES (OR RESTRICTED DEPTH) IS HIGH. SHRINK -SWELL POTENTIAL IS LOW. THIS n ° 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 r PERCENT. NONIRRIGATED LAND CAPABILITY CLASSIFICATION IS 4E. THIS SOIL DOES NOT MEET z o HYDRIC CRITERIA. n v MAP UNIT: 91-URBAN LAND .3 DESCRIPTION CATEGORY: GENSOIL URBAN LAND: 85 PERCENT n 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. N E ° CRITICAL AREAS � o ,n o o LOCATIONS OF "STEEPS SLOPES -MANAGED" AS IDENTIFIED ON ALBEMARLE COUNTY GIS HAVE BEEN INCLUDED - s ON SHEET CV-101. Q ° PERMANENT STABILIZATION J � o PERMANENT STABILIZATION SHALL BE PROVIDED BY THE SITE CONTRACTOR AND WILL BE ACHIEVED WITH a SEEDING OR SODDING AS SHOWN ON THE LANDSCAPING PLAN SHEET FOR ALL VEGETATED AREAS. CONCRETE, c PAVEMENT, AND OTHER IMPERVIOUS SURFACES WILL STABILIZE THE REMAINDER OF THE SITE. � v N a ` ° SOIL STOCKPILE NOTE a v NO SOIL STOCKPILES ARE ANTICIPATED FOR THIS PROJECT. HOWEVER, IF ONE IS NEEDED, AN AREA IS ° DESIGNATED ON SHEETS CE-101 AND CE-102. T v V O EROSION CONTROL MEASURES N 0 THE FOLLOWING EROSION CONTROL MEASURES AS SHOWN ON THE EROSION CONTROL PLAN SHEET(S) OF THE SITE PLAN WILL BE USED FOR THIS PROJECT: _ E v 3.02 TEMPORARY STONE CONSTRUCTION ENTRANCE - A STABILIZED STONE PAD WITH A FILTER FABRIC UNDERLINER WILL BE PROVIDED AT THE PRIMARY CONSTRUCTION ACCESS POINT. THE PURPOSE OF THIS ° a PRACTICE IS TO REDUCE THE AMOUNT OF MUD TRANSPORTED ONTO PAVED PUBLIC ROADS BY MOTOR ° o VEHICLES OR RUNOFF. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING aci 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 s CLEANOUT OF ANY STRUCTURES USED TO TRAP SEDIMENT. ALL MATERIALS SPILLED, DROPPED, WASHED, OR p 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 �I 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 r cv 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 r 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 a END RUNS AND UNDERCUTTING. SHOULD THE FABRIC ON A SILT FENCE DECOMPOSE OR BECOME INEFFECTIVE E ° 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 o 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 s TO CONFORM WITH THE EXISTING GRADE, PREPARED AND SEEDED. ° 3.07 STORM DRAIN INLET PROTECTION - A SEDIMENT FILTER OR AN EXCAVATED IMPOUNDING AREA AROUND A E STORM DRAIN DROP INLET OR CURB INLET WILL BE PROVIDED AT ALL INLET LOCATIONS WITHIN THE LIMITS OF v o DISTURBANCE. THE PURPOSE OF THIS PRACTICE IS TO PREVENT SEDIMENT FROM ENTERING STORM DRAINAGE p SYSTEMS PRIOR TO PERMANENT STABILIZATION OF THE DISTURBED AREA. THE STRUCTURE SHALL BE v INSPECTED AFTER EACH RAIN AND REPAIRS MADE AS NEEDED. SEDIMENT SHALL BE REMOVED AND THE TRAP ` °y RESTORED TO ITS ORIGINAL DIMENSIONS WHEN THE SEDIMENT HAS ACCUMULATED TO ONE HALF THE DESIGN o � DEPTH OF THE TRAP. REMOVED SEDIMENT SHALL BE DEPOSITED IN A SUITABLE AREA AND IN SUCH A MANNER 2 N THAT IT WILL NOT ERODE. STRUCTURES SHALL BE REMOVED AND THE AREA STABILIZED WHEN THE REMAINING 9 ° 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 g c 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. ° 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 EVERY SEVEN (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 German 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 Techni # 4, 2003 Nutrient Management for Development Sites at http://www.dcr.state.va.us/sw/e&s.htm#pubs TABLE 3.32-D (Revised June 2003) PERMANENT SEEDING SPECIFICATIONS FOR PIEDMONT AREA SEED' LAND USE SPECIES APPLICATION PER ACRE Tall Fescue' 95-1007 Minimum Care Lawn Perennial Ryegrass 0-5% (Commercial or Residential) Kentucky Bluegrass' 0-5% TOTAL: 175-200 Ibs. High -Maintenance Lawn Tall Fescue' TOTAL: 200-250 Ibs. Tall Fescue' 128 Ibs. General Slope (3:1 or less) Red Top Grass or Creeping Red Fescue Seasonal Nurse Crop2 2 Ibs. 20 Ibs. TOTAL: 150 Ibs. Tall Fescue' 108 Ibs. Low -Maintenance Slope Red Top Grass or Creeping Red Fescue Seasonal Nurse Crop2 2 Ibs. 20lbs. (Steeper than 3: 1) Crownvetch3 20 Ibs. TOTAL: 150 Ibs. 1 - When selecting varieties of turfgrass, use the Virginia Crop Improvement Association (VCIA) recommended turfgrass variety list. Quality seed will bear a label indicating that they are approved by VCIA. A current turfgrass variety list is available at the local County Extension office or through VCIA at 804-746-4884 or at htt ://sudan.cses.vt.edu/htmirrurf/turf/ ublications/ ublications2.htmi 2 - Use seasonal nurse crop in accordance with seeding dates as stated below: February 16th - April ............................... Annual Rye May 1st -August 15th ........................... Foxtail Millet August 16th - October ...... Annual Rye November - February 15th ....................... Winter Rye 3 - Substitute Sericea lespedeza for Crownvetch east of Farmville, VA (May through September use hulled seed all other periods, use unhulled Sericea). If Flatpea is used, increase rate to 30 Ibs./acre. If Weeping Lovegrass is used, include in any slope or low maintenance mixture during warmer seeding periods, increase to 30 -40 FERTILIZER & LIME Apply 10-20-10 fertilizer at a rate of 500 Ibs. / acre (or 12 Ibs. 11,000 sq. ft.) Apply Pulverized Agricultural Limestone at a rate of 2 tons/acre (or 90 Ibs. / 1,000 sq. ft.) - A soil test is necessary to determine the actual amount of lime required to adjust the soil pH of site. - Incorporate the lime and fertilizer into the to 4 - 6 inches of the soil b disking or other means. p p Y 9 Y - When applying Slowly Available Nitrogen, use rates available in Erosion & Sediment Control Technic # 4, 2003 Nutrient Management for Development Sites at http:/Iwww.der.state.va.us/sw/e&s.htm#pubs SEDIMENT TRAPS Wet Storage Dry Storage E E N � �^, 0 E O o; ` 0 N m a N m L n 0 O>i rn a -Q 0 o .-. �.-. a o 0 a ° E�} Evr u1 "ti E � 2>_ E -o � w 44'i -' a .� o -0 .� -o C x 0 O 7 7 7'> 0j .- 7 5 7'> Nu O( °°W a Q a �J E...i F O N 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�--- 1-1.5' 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 LENC W 6 X DRAT A EI AREA T FEET) AC.) ti } 7 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. '� -70' MIN. CONSTRUCTION ACCESS 3" SM-2A ASPHALTi To COURSE- EXISTING ry f 2% �PAVEMENT G" 41N. 2'.4 A�RREGATE.'9ASE _FILE STONE 70' M N. CONSTRUCTION ASPHALT-.r� PAVED ACCESS A WASHRACK j EXISTING 2% 2% Ill PAVEMENT 12' M;N.*--- -POSITIVE 2% *MUST EXTEND FULL�WIDTH L o TO RAINAGEI OF'INGRESS�AND-EGRESS. TO SEDIMENT OPERATION]- - TRAPPING DEVICE- PLAN- 12' MIN. �POSTVE DRAINAGE 2% TO SEDIMENT _ IRAPPING DL_VICE r FILTER CLOTH SECTION- A -A A nilwnnun water tap of 1 inch nlust be installed with a milllmun 1 inch ballcock shutoff vah-e supplying a wash hose with a diameter of 1.5 iches for adequate constant pressure. Wash water umsfbe carried away from the entrance to an approved settlira area to remove sedbueut. All sedunent shall be prevented from entedim stone drains, cfitches or watercourses. PAVEDWASH i -RACK NO SCF'CE 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 M N L �Q z> O Np � z QO OU Cc N� cc U Q Z ooco ZN co = z~ow OfD o u) N J =~ W Y z 0 �a� n EN �J N� 0 o>- 0ro LO ro 0 N "7 v� RYA PERKINS LIC. No. 046565 07_/03/2 1_3 Lii 0 o ON Len 0 00 \ Cn > r O o a \ W Z Z W Y Y NO ¢ v ¢ w Ul O O U U) LLJ W F--- J_ OQ Z rC) Lu V) 0 06 LLI 0 0 Z Q LU L.L N W LLI ~ z Z LU WZ Z U O r^ U W V J Q W m J Q SHEET NUMBER CE-501 0 ° 0 a 0 0 x I v 0 Y O T a ° 0 0 3 a N c 0 a ° C O x T E a c 0 0 a ° 0 0 o O W i z ° C J n 3 V 0 0 0 n 5 I 3 J c N E C N zi O r C o Qw ° c t o n ` a D E o � a ° V o ° N 0 ° o m o' ti E B ° o n 0 0 C 3 N L I � YJ s n 3 n J I � J c Y 0 ° N Y O FL n E � a N y ° V t `O N= v C N V O D m V � y `o � N n` 0 J 0 Q O L, 0 �s n N 'J C z ° ° J ° n . S� C � E v r :J y ° 3 a o O � J � N ° o ° y c ° 0y n a m C N O Y ° n � 5 �y � 3 �s 0 0 0 J y E n � 0 p o 0r -CURB INLET WIRE SCREEN 1 RUNOFF WATER WITH SEDIMENT OVEF 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 • • J. u• � . vl' `r A►iiI''I'— — ��. MM��4p. ✓�l�w 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. Q MAINTAIN SLOPE ANGLE SLOPE LINING (WET SLOPE) TREATMENT-2 POLYPROPELYNE NON -WOVEN (NEEDLE PUNCHED) GEOTEXTILE FILTER CLOTH (BEHIND TREATMENT-2) SOIL BOTTOM OF CUT SLOPE �a NOTE: SLOPE SURFACE Q SHALL BE SMOOTH AND Q FREE OF ROCKS, LUMPS OF DIRT, GRASS AND STICKS. MAT SHALL BE PLACED FLAT ON SURFACE FOR PROPER SOIL CONTACT. 4' 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 , 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 SEQ. OF THE CODE OF 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.lI: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' O M N M N LuQ z, O No Flo H 0 O ron U z ooco ZN ¢why co x z~ow of7 o cn N J _~ W Y z 0 LLJ �a� Y N � J N O} N Q Oro Lo ro N o O OL�j ON ccn 000 \ cn > r m a1p o� O a o m o Q \ W z z W Y Y NO ¢CD v ¢ w 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 o / / / SEE SHEET CS-502 N N SPILLING CURB/GUTTER �• uQ SEE SHEET CS-502 z> H O / H°MILL AND OVERLAY EXISTING THRU AND BIKE LANE i / / / / (SEE WP-2 ON SHEET CS-501) / / / co CO o TIE INTO EX. CURBSITE PLAN NOTES Q' Z .° AND GUTTER / / / / oo N o ZN CO = ° TIE INTO Ex. SIDEWALK / / / / / / 1. ALL CURB RADII ARE 5.0' UNLESS OTHERWISE NOTED. ^ ¢ W } 0'7 N J oe Z~ O W $Fj6 i / / / 2. ALL DIMENSIONS ARE TO FACE OF CURB UNLESS OTHERWISE NOTED. o� E zY O;1110�� / / / / 3. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLING ALL STOP \V Ld a y SURFACE MOUNTED HANDRAIL ��` - x, ----- �r-// SIGNS, DIRECTIONAL SIGNS, AND STRIPING SHOWN ON THE PLANS. �■ YN a '� R30.0' x (SEE DETAIL SHEET CS-502) i rr �L Df 3 - 4. TWO COATS WHITE TRAFFIC PAINT (4" MIN. WIDTH) REQUIRED FOR 043: VDOT STD. CG-12 x x R1-1 STOP SIGN WITH STRIPING � (VA) CHARLOTTESVILLE-1165 PEPSI PLACE, LLC PAVEMENT STRIPING EXCEPT TWO COATS BLUE TRAFFIC PAINT N>_ 3 O 394' -TYPE B, CLASS I, WHITE, / / (SEE SHEET CS-501) D.B. 4722 PG. 213 ° 5 BIKE LANE STRIPING 4" WIDTH, SOLID LINE 4 x x x x x /' D.B. 2359 PG. 589 (PLAT) SHALL BE USED FOR ACCESSIBLE PARKING AREA (18" LETTERS, 2" ■ p� Q .3 (SEE PM-6 DETAIL SHEET CS-503). x x x x x x i Pe kg0 y PARCEL ID: 061WO-02-00-002BO PAINT STROKE). LO i TYPE B, CLASS I, WHITE, x x x x x x x �\Q.Eti ��p o ZONED: C-1 COMMERCIAL o PARCEL USE: CONVALESCENT HOSPITAL N W _ _ELONGATED ARROW (TYP.) _ x x x G 95 5. PROPOSED CONCRETE PADS TO HAVE 1 FT X 1 FT CHAMFERED :n o PROPOSED x x x x R30.0' .:...:.:�:.. /� OaG 0�N`L CORNERS. RIGHT-OF-WAY I o: x x x VDOT STD CG 12B ( 0�r, X y 5' CONC. SIDEWALK x!'� I aF,.°v 6. THE BUILDING STREET NUMBER IS TO BE PLAINLY VISIBLE FROM j x > t MONUMENT SIGN w TH o (SEE SHEET CS-501) x x o x (APPROVED UNDER THE STREET FOR EMERGENCY RESPONDERS. �' DA' y TYPE B, CLASS I, WHITE, x x x x SEPARATE PER PECKp GQ m x x .: OG G o -4" WIDTH, 2' LINE WITH 4' SPACING • x x x x 0 - ::::'y0�..:'.::' CROSS ACCESS PROVIDED THRU RECIPROCAL EASEMENT? 7. ALL LIGHTING TO BE INSTALLED 5' BEHIND CURB AND CENTERED ON - (2) 22K GALLON UNDERGROUND STORAGE TANKS x ; �00 xr x x x x x x x R27.5' : INSTR: 202200008022 V RYA PERKINS 9 (1) 20K GALLON UNDERGROUND STORAGE TANK PAVEMENT STRIPING UNLESS NOTED OTHERWISE. p o �, Lla. No. 046565 g TIE INTO EX. CURB NORTHING: 3913109.74� x x 5' CONC. SIDEWALK VDOT STD. GR-2 GUARDRAIL 8. TYING TO EXISTING CURB/GUTTER: THE EXISTING PAVEMENT SHALL •p YEASTNG: 11487487.53 (SEE SHEET CS-501) NORTHING 3912810.87 `11 M�09�lzm a AND GUTTER / �/ , BE NEATLY SAWCUT AND REMOVED FOR A DISTANCE OF 2'0" FROM EXISTING ADA -100.0 R12.5' 20' PUBLIC DRAINAGE EASEMENT'.'''•''' R1-1 STOP SIGN WITH STRIPING (TYP.) 10' LANDSCAPE SETBACK �OQ, FASTING: 11487933.46 FACE OF THE CURB AND 2'0" FROM THE EDGE OF THE CURB AND v INSTR: 202300000743 SEE SHEET CS-501) E� `o RAMP TO REMAIN .;�` _ _ _ VENT STACK WITH _S56°10'09"E _ _36.82' _ _ ( GUTTER AND THE SUBGRADE, BASE COURSE, AND PAVING j0NAL ' REMOTE E-STOP VARIABLE WIDTH SWM FACILITY EASEMENT- 0 NORTHING: 3913102.99 9.38 • :?:::::::'.::. REPLACED WITH NEW PRODUCTS. T PAIN R • 0 BE TED B OWN EASTING: 11487450.94 ( ) :: 6 0 :' INSTR: 202300000742 v / • :..�R25.o 9. REFER TO FINAL GEOTECHNICAL REPORT FOR FINAL PAVEMENT • � _ SIGN TO SAY "EMPLOYEE ONLY N O TIE INTO EX. CURB •":1' .. • R50.0' .° :,' 11lIl'.-: - U / k:::;�:::::::::::::::::::::::::::: SECTIONS. O ..10.0•:..:..:.:..:•:� OVERFLOW PARKING FOR THE v AND GUTTER / .�:::•: .•.R29:0':•.' O cn !:R25.0 ao ,: I o >.',• BIKE RACK' wCN > LAURELS REHAB FACILITY" : � TYP. O } .>• ,.(SEE DETAIL SHEET CS sot)I 10. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLING ALL STOP m Ln m T n Ey .,a, • 1.I ...:.,., 1'r. .:. �'. '.y �: a Q Q } m R30.0' O J... . v N '.'.'.':':':':':':':':':':: SIGNS DIRECTIONAL SIGNS AND STRIPING SHOWN ON THE PLANS. o W - - _ o VDOT STD. CG-12B 48" BLACK ORNAMENTAL FENCE �"1 z z w VDOT STD. CG 128. ,O w Y ': : R5.0': - -- - _ CD 3 ° • . .', (SEE DETAIL SHEET CS 502) N < V 3 z'. . ..'.; 11. VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE Y a N a W 0 10' LANDSCAPE SETBACK -.% '::::::'.... L. . L iY • .. i .. O• :'�. '....'O. - O V W W S .� . 'u,:R37.5'::'�R1.0.0':::::::. cn o o V : �.... n' CORRIDOR SHALL BE ELIMINATED. k::::::::.::::.::::.: s o 5 CONC. SIDEWALK �. ;.o WITH 2' BUFFER STRIP ,, . O s• 12. THE 20 PERIPHERAL PARKING LOT SPACES PROVIDED WITH THIS V Y 3 00 N r• ' .. In SEE NOTE 12 o N � .. DEVELOPMENT ARE INCLUDED AS PART OF A SHARED PARKING N • . 35.0..'. 81.0 3a.0 .•. :':200 AGREEMENT BETWEEN PARCELS 061W0 020A-00100 AND n:. ::Ow5wa _ --- 061 WO 02 00 002B0 m . � . � .. :. �; � '- - .-.' � "-.--:'� '.•.:' ' :' • PROPOSED LIGHT TYP. z .� .. '.. : • .0 7 2.26 ACRES (TYP.) .� ... 30.0' I.:::::::: 20.0'..+�. : :250. . 200 ':*200 40.0 o :. .a . L, . -I :.o....: W50-FB-VA 10 .. 0] m I 9 ■ . ■� . . y n o rn .., - N 6,049 SF i� _ N r , VDOT STD. CG 12B . . 7 n W �. I PA I a ��:11.�:.�:�'.��'.�:��:��:�•�.••�:�'.•�:��'.•��:���:.��:��:.��:�:.��:��:.�'.�. AR PUMP PARKING ONLY" SIGN 0 2 .�. .'.'.. ..'. o': FFE: 457.05 ... L' Z �j = _.: '. ro in °' - '.' (SEE SHEET CS-502) 1� p } MONUMENT SIGN , • 48 WAWA SPACES 2 BOLT -DOWN : :' o o n W �1 .7 O (APPROVED R'o•� A 0 ED UNDER"': BOLLARDS o 0 > 3 � �'.:. ( •. .. � . ','•-i� �•:•'.•::.�:�.�:�:.�:�: � .•:•:.�:�.. AIR STATION ON 4'X3' � 6" AIR ENTRAINED PORTLAND CEMENT ° N I I I SEPARATE PERMIT •' w �y ) y' . >'. w..' . O CONC. PAD WITH I= CONCRETE W A MIN. FLEXURAL w� 18.0': :24.0::. :18.0':' O / ^4wNM� R25.0' w I :..:::: . . . :'.'4�: ,.:+ ;:..,..:i o 'R4.5'.::: BOLLARDS TYP. OF 2 O STRENGTH OF 650 PSI AND MIN. 28 DAY a a7 , r� n PROPOSED 20 UTILITY EASEMENT . �: o r y Q . µ I :::::::: (SEE SHEET CS-502)) I COMPRESSIVE STRENGTH OF 4,000 PSI _ :INSTR: 202300000742 :.i ' '..�.., o >� N ■ 2 ■. r ... '.i r C9 ,. 15.2' <' 65.T 120 , Q C7 ::: ACCESSIBLE P a . . . . .•.• ARKING STRIPING (TYP.). :R4.5' : : . r� SHEET CS- 1 i :: N " %^ SEE EE 50 MOUNTABLE CURB WITH T vl �. I MOMp �':o :• � �•� - ---:-ACCESSIBLE PARKING SIGN (TYP.): .:'.STAMPED CONCRETE (TYP) �'.':'o NO PARKING SIGN R8-3A (SEE SHEET CS-501) : ; 2.::'; : . :.5.;' .' o ' ':' . `' (SEE SHEET CS-501) N . .: • 10.0' . ,::.. . . °i' - q . : -, (SEE SHEET CS 501) ''Y,:. s. ,r . O 0] R10.0' 0] - R5.5' �' TYP. C . . . . . . . . . . . o DESIGNATED ° CARDBOARD DUMPSTER '�' N �'•'•'•:�:�:�:�:�:�:�:�:-:�:�:�:�:�:�:�:•:•:•:� 6" CONCRETE PIPE ::� � - - - - - - - - I R1o.o''�• ' _II III -I I -III -III -III -III -III - TURNAROUND SPACE NORTHING: 3912668.23 - - - - - - VDOT STD. CG 11 - - - - - - SEE ARCH. PLANS I III III III III III III III II - '.:�R15.0'�'.�:�:�,:�.:. .:.::::�:: ::�:::::.:::�: :� BOLLARD (TYP.):"""" TURNAROUND . .. R15.0".: :�:�: :�.�:�.�:'o' ( ) o .':':':'. R10.0 8 EASTING: 11487832.09 SEE SHEET CS-501 N :� '- R1-1 STOP SIGN WITH STRIPING ( ) ':''.':':': : R50.0'.::::::::::::::::::::: . 2 BOLLARDS 6" VDOT TYPE I, 21A DENSE GRADED (SEE SHEET CS-501) R15.0'�a ' AT GAS METER \ SUBGRADE UNTREATED STABLE AND COMPACTED TO A ........ y I o R50.0' ° R40.0' � X- - O DRY DENSITY OF AT LEAST 95% OF THE SOIL'S b MILL AND OVERLAY EXISTING THRU LANE �` =-k' - - - - p0 v RESTRIPE PAVEMENT MARKINGS AS 562.4 FtJ ° NECESSARY ENTRY EXIT DIRECTIONAL LIGHT POLE To BE ALIGNED WITH STRIPE STANDARD PROCTOR MAX. DRY DENSITY (ASTM o R13.0' / AND SET AT BACK OF CURB TO ENSURE FENCE MEANDERS D-698) TO A DEPTH 12" BELOW SUBGRADE 2 (SEE WP-2 ON SHEET CS-501)�\� SIGNAGE (TYP. OF 2) IT IS LOCATED ON WAWA PROPERTY ALONG P/L ELEVATION. n ° eG�P J�6 (UNDER SEPARATE PERMIT) EXISTING E ELECTRICLEAD INESHED (SEE ARCH. PLANS) STANDARD DUTY toe k56ti I NORTHING: 38 364.94 I JA-ZAN LIMITED PARTNERSHIP z O�F�o I FASTING: 11487364.91 EXISTING OVERHEAD D.B. 1134 PG. 536 CONCRETE SECTION Q ° ��' I ELECTRIC POLE DUMPSTER AND SHED MASONRY ENCLOSURE SHALL BE I D.B. 779 PG. 401 (PLAT) FUEL CANOPY, BLDG. PARKING, AND DUMPSTER PAD i o TIE INTO EX. CURB A HEIGHT OF 8' AND MUST BE CONSTRUCTED OUT OF PARCEL ID: 061 WO-02-00-00200 w _ AND GUTTER ARCHITECTURAL BLOCK TO MATCH THE BUILDING ZONED: C-1 COMMERCIAL Q MASONRY (SEE DETAIL ON SHEET CS-503 AND ARCH. PARCEL USE: VACANT COMMERCIAL LAI 5' CONC. SIDEWALK r I PLANS FOR ADDITIONAL INFORMATION) 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: 061W0-0-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 a 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 v O N N Q c 3 0 v E 0 J = I U Y E i Y z Z � Q C Z Q o J 1 0 w J v Z Q C � v O O N = 0 7 i 0 I n - N ; � o d Y L 3 N 0 O � E <0 Q o N 0 r n c C o N W � U C v � L o L v T n V O a E Y . O L C I � O � N J � N o o -o c � � v n I v a p N n v h 3 h .• S U J 3 :J 0 Y w Y C 0 O 0 O FL V � n V U J ' U N � N V V r D O T O 0 � o L n m 1 C d J U Y cCi Y '> N Z O Q J � Y N E Z Q c_ n C � O — o � c J) � V � n N c o N O � J � N o ° � v Y C v � Y n a N C N O L U n N 5 c � 3 s . m 0 0 U C N n D U O or i � e / / / / 0 I / SET (VA) CHARLOTTESVILLE-1165 PEPSI PLACE, LLC D.B. 4722 PG. 213 ' i 10+00 D.B. 2359 PG. 589 (PLAT) / Pp k90 y PARCEL ID: 061W0-02-00- 02B0 — }0 f'\Q.'S,�p y� ZONED: C-1 COMMERCIAL PARCEL USE: CONVALESCENT HOSPITAL U 0 w 12+0 r ;•� 0 13 0 .1-0 � 13+35 I F I SIGHT DISTANCE LEFT GREENBRIER DRIVE HEIGHT OF OBJECT 456 456 Z T ✓i 452 as' — — — — — / 452 r�GHT DISTANCE i � f _ _ 448 HEI HT OF EYE / / 448 / EXIST G GRADE 4441 444 in H / PRI POSED GRAD 440 440 438 438 o `0Ni n N 10+00 GRAPHIC SCALE IN FEET 0 20 40 80 11 +00 12+00 13+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 14+65 14+00 13+00 1 +00 / u —� 74f •.�:N a 'I�, 'i 464 SIGHT DISTANCE RIGHT GREENBRIER DRIVE GRAPHIC SCALE IN FEET 0 20 40 80 448 HEI HT OF EYE 444 ° 444 M �-- PROPOSED GRADE J \\\y 440 ♦ �� 440 '�Y \ a 33g• \ \ 436 EXISTING GF ADE 436 ♦ ♦ HEIGHT OF 0 3JECT ♦ ♦ ♦ 432 ♦ ♦ 432 ♦ ♦ ♦ ♦ 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 HEIGHT OF EYE — — — — — — — — — — — — — — — — / p EXISTING GR WE _ 456 n r 456 " PROPOSED GRADE 452 452 450 450 00 N Lo Ln u� Lo 't 't 10+00 11+00 12+00 13+00 14+00 GRAPHIC SCALE IN FEET 0 20 40 80 HORIZONTAL 2 w ¢ 0 z O M N M N Z O No � Z ¢O U= OU N co � CD NOf n U ¢ n z Of 00 O ZN ¢ CD 0 I = I Z~ o w O_� ou) 00 J z 0 LLJ p-a� n IiJ N � 0 } N ¢ �ro Lo M O N I RYA PERKINS LIC. No. 046565 07-/09/2 ,-3 Lij O O ON Ln 0 00 H In > m a� oCD O ¢ o m o Q _ z CD z 3 w 1 N O ¢ to a 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 Lu 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 0 O 0 c O .o O C m 3 .. 3 ri J +� Q 00 _ 5 � 3 � C n E 0 j o n � I m n r y in 0 I o L C ((1 O o Q0 n` v � o C 0 0 O U V o n � n O in 3 J L � U L � 3 o `o m .. L c I .0 v n o h �m N O a j n I � J w Y a Y N L E O � T n 0 v0 V � � c N � C N .4 m yJ `>5 V N N L w p O J n c m E n N Q C O W � O in W _ — C r n a, I � n m 3 a o in O � J 6 N N O � L U y c 0 0 n a N c a 0 � 0 n N 5 c Wy � 3 �L O 0 E n 0 0 O o or 0� Center of Bollard }' Plastic Cow 9" Min. From by Ideal Shield Edge of Pour ALL COVERS TO BE WHITE 6' Sch. 60 Face of Sidewalk Steel Pipe Neoprene Tape Adjacent 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. BO Steel Pipe }" Plastic Cave, by Ideal ShiN Neoprene Tape ALL COVERS TO BE WHITE IV Schedule 40 4" Topsoil PVC Sleety Cut /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 o/ 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 ACCESSIBLE X6E)VAN WHERECESSIREQUIREDSIGN (R7-8n) N z ? vex Y Q Z IX w O _ FENSENw eCG LEGEND - BLACK LOf D/OR BACKGROUND - WHITE (REFLECTIVE) ZaaEYJIICE SIGN SHALL BE R7-8P (10'X12') wx tLEGEND ZONE MWSIGN TO MEET LOCAL REQUIREMENTSMts >GALVANIZE DSTEEL BREAKAWAYD 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 LAREET Intersection MAMA INC. ENCINEERINO DEPT. y_ Pea I. SUrl"" PIM Y6G.� IIII H INMe ;Top of Pipe) Varies GENERAL BOLLARD DIMENSIONS AND SPACING AROUND BUILDING Q4AP.WC 5'CA[E ,era_ Y i PROFDSED MAMA FOOD YARIRT Intersection. y_ GY MAMA INC. ENDINEERINO DEPT. Ma I. B,RIICII[ MIQ .OI H IMO " J J � J LJ Q ~ r Z !n Q a a 0 w 0 Z W W p J 3 J J - LL � M 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. SipFt%q�gN 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" 8��� , DD ll i BROOM FINISH 0. a 4" CONCRETE, MIN. 3000 PSI STRENGTH 4" COMPACTED VDOT TYPE I #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 S1 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 Ih N L �Q z> O N o z QO U= OU N Co U Q Z 00 r O ZN Qw CO = Z ~ � O } LL, �O O u) so J _~ W Y z 0 � a- ■ 04 n IiJ N o} N �LO LO O RYA PERKINS LIC. No. 046565 at/o9/2023 Lij0 OLLJ CN =n 0 00 CD Cn > m a O O Q o m o Q W z CD z W Y 1 N O ¢ U) ¢ w v / J Q LIJ 0 LLJ 0 n/ LLU Z C N W Lu Iss— z W Uj O 0 r�� U `'_' V J Q Ld m J Q SHEET NUMBER CS-501 0 O a C O Lo T E O T 0 0 0 5 3 a N 6 0 m a c 0 0 T E 0 0 0 v C 0 C O 0 0 C 3 D Z n 3 Q o W .L, � 3 E V u V O n -o I v n y J 0 c 0 0 W 0 u c v C C '� o L V Q 0 J 1 E n ` c v `O L v o v C K 0 a m V Lv m m 0 n o I 3 V L s 0 3 3 0 O L � I YJ n h v h � N �o > a J n Y � a m L E O � T C i O V m y V m V _ m u lJ > V � N O O J n E J c_ C � O v W - - C n V r I � :J y m 0 a O m O ` J � N N O � L O y c 0 N y n a m �u C N O L u n � c � 5 � 3 O L 0 0 J 0 E In D 0 O 0 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 VIEIU FASTENED WITH ACORN NUT AIR PUMP PARKING LEGEND AND BORDER — RED BACKGROUND — ONLY WHITE SIGN SHALL BE R7-8 (12" X 18") FASTENED WITH ACORN NUT v NOTE: SIGNS SHALL MEET THE REQUIREMENTS OF > GALVANIZED THE MANUAL ON UNIFORM CO t=j1 BREAKAWAY TRAFFIC CONTROL DEVICES. a STEEL U POST c� z c�0 Y 0_ Q o_ AIR PUMP PARKING SIGN DETAIL TOP VIEUJ A'_eAll MnN 'A 1/91 I/4x2 FLAT BAR J KICK PLATE r PACIFIC STAIR STANDARD GUARD RAIL WITH HANDRAIL =ICKeT J CORPORATION. I. POST AND TOP LINE MATERIAL TO BE 1468 1 1/2" x 1 1/2" x 0.120" SLOPE TOWARDS ASPHALT i TDO ' �n U 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 SLIP MADE OF ROLLED ALUMINUM: 11/2" SCHEDULE 40 ALUMINUM WITH 17/8' O.D. STANDARD LENGTHS: 60" SECTION FITS UP TO 5 BIKES STANDARD HEIGHT: 46" INSTALLATION OPTIONS: SURFACE MOUNT FINISHING OPTIONS: STANDARD CLEAR ANODIZED MANUFACTURED BY: IDEAL SHIELD 2525 CLARK ST DETROIT, MI 48209 PHONE: 1-866-825-8659 STANDARD BICYCLE RACK DETAIL 8690 Stair Way NE Salem, OR 97305 2. HANDRAIL MATERIAL TO BE I I/2"0 flbb" OD.) PIPE R437 NTS www.pacificstair.com 1 503.390.8305 3. PICKET MATERIAL TO BE 1/2" SQUARE BAR 5" RO.5" 30" 24" R1.5" d R1.5" d r ° d - N � Ba_ dQ d'd .Q to c Q e n .d CONCRETE SPECIFICATION TO MATCH STANDARD CURB AND GUTTER SPILLING CURB AND GUTTER (3091) N.T.S. 04^0 CqO 0 0 MERCHANTS METALS VINTAGE SQUARE PREMIUM, SPEAR TOP SMOOTH RAIL PANEL ATTACHES TO POST WITH CLIPS 704" PANEL WIDTH 4,375" ❑,C, O 7" 70" 30" 28// 7T7" I 6" I • • n es: DESIGN AND SPECIFICATIONS SUBJECT TO CHANGE BY MANUFACTURE. POST AND FOOTINGS AS REQUIRED BY SITE CONDITIONS AND CODES. Ahk Merchants M e t a I s m.MerchantsMetals.com the first name in fence solutions ch-Infn@MerchamsN1et&Is.c°m SIZE FILET PART NAME, RED A VINTAGE SQUARE REGENCY A 8-260-1606 PRFMIl1M MMI SPFAR TOP 3—RAII VSP.R.R.6W O M N M N L �Q Z> 0 No Z Qo U= OU N 00 O N� 00 U Q Of 00 r O ZN ¢war CO = Z~ O W 0 7 00 N J _Ld W z 0 § Ij �a� Y N � J N O } N �L0 u7 M 0 N "7 v� RYA PERKINS LIC. No. 046565 OZ/09/2023 Ld O O _ 0 00 LI-I� \ Cn > 11 > m Iz oO a 11 m o Q W z z W Y Y NO ¢ v ¢ w Ul O O U J Q W 0 W I— Z LU T i 1..�1 C NUj W z LIJ W O O Ld W J Q W M J Q SHEET NUMBER CS-502 C } m N GATE SLOPE PRECAST CAP; T.O. WALL hLi Q iiiiiiiiiii 9' _ Or' 0 T.. MASONRY 8'$" BRICK TAVERN Y T.O. MANUFACTURED Z STONE SILL o BRICK TAVERN > w T.O. LOOR 01 FSLAB 0 RIGHT ELEVATION 0 0 N z Q O o O iM N a M �� Q Y GATE Z > a T.0 WALL h O U N iiiiiii iiiiiiiiiiiiiii •,� T.O. MASONRY OU N 0 8� - 8" BRICK TAVERN ^ ¢o DO r 0 LIGHT FIXTURE �'���""�`� �� "� ZN ID = I I Li TO.sILL h of LJ Y MANUFACTURED STONE SILL i iii�ii�iiiiiiiiiiliii —BRICK TAVERN _ y i iiiiiiiiiiiiiiiiiii N� i iiiiiiiiiiiiiiiii O Q i iiiiiiiiiiiiiiiiiii N } , 0 LO T.O. FLOOR SLAB r� � � o U 0'-0" N PO 6 LEFT ELEVATION 0 0 v ALTH p�,, pt`P � C N O ^ ° U RYA PERKINS y LIC. No. 046565 o / E a Q GATE SLOPE PRECAST CAP � �o OZ�OJ�2023,W'�`� ._ LIGHT FIXTURE T.O. WALL h �4 ti4 o 9 0 s`rIpNALyts T,O.MASONRY z L a_ i 8' - 8" 4 N o w U) w 0 BRICK TAVERN o o N � \ } } T,O. SILL �, a-� o Q o m m 0 0 0" aCN \ z z Y 3 MAN STONE RED Y CD N Q Q U ILL BRICK TAVERN — BOLLARD co - C T.O. FLOOR SLAB o FRONT ELEVATION J 7o _ > a 3 U a 1.0 U f1f 0 / v W 0 Y v y a `o 0 � T N 0 O W , , 1 0 SLOPE PRECAST CAP; T.O. WALL .- f ^ 9-0' vJ T.O. MASONRY � 8'- 8„ v M% _ 0 o ii LIGHT FIXTURE BRICK TAVERN. TO. SILL0 5 - MANUFACTURED STONE SILL BRICK TAVERN Q U)v .iiiiiiiiiiiiiiiiiiiiiiiiiiiiiiii � � LU T.O. FLOOR SLAB 0 a O 0 0 ° 0 REAR ELEVATION cv z w Q W Y 0 W o N Y 0 W v z m o w O Metal Door Trim Thin Brick LLJ 3 Benjamin Mo ` James Hardie Tavern Flash R Pumice Stone Arctic White Q BM #1197 JH10-20 Marion Cerami W �v Q m SHEET NUMBER r CS-503 0 0 Q 0 C O x i v E Y O T a v 0 r 3 ° a N 0 c ° 0 O a 0 E 0 T Y T a c 0 0 a 0 0 c v 0 O 0 N O ° 3 c D m z r Q 3 O z_ 5 � 3 Y C 7 0 E H 0 0 i r N 0 � o N N � u y c c v 0 Q 0 a �E L � n c � o o L 0 0 � a V m n 0 d o a ° I ° 3 � S 0 � s 0 3 0 c LO I m 'o ° n 7 C ° N > O a I a ° Y ; U N j a ° ° y 30 O `c V � C y � C V . N V ]0 � V > N ° L O N C 1 � E z Q N J 1 o z 5 ° Q C Y 'm 7 r 7r 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 ru s 0 0 U .% 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 10.09 STIR. 99 VDOT STD. DI-3B (L=6') 444.48 9.15 STIR. 99A VDOT STD. DI-36 (L=6') 446.09 4.09 STIR. 100 VDOT STD. MH-1 445.45 7.26 STIR. 100A VDOT MODIFIED MH-1 (CONTROL STRUCTURE) 453.43 12.67 STIR. 1009 VDOT STD. MH-1 454.50 11.48 STIR. 101 VDOT STD. DI-3B (L=6') 457.23 7.15 STIR. 101A VDOT STD. MH-1 456.92 8.12 STIR. 1018 VDOT STD. DI-2B (L=6') 455.89 5.96 STIR. 102 VDOT STD. DI-1 455.90 5.21 STIR. 110 VDOT STD. DI-3B (L=6') 454.42 8.87 STIR. 111 VDOT STD. DI-3B (L=6') 451.05 5.25 STIR. 112 VDOT STD. DI-36 (L=6') 452.45 6.38 STIR. 120 VDOT STD. DI-3C (L=6') 455.27 5.77 STIR. 200 DOGHOUSE MANHOLE 454.64 4.39 STIR. 201 VDOT STD. DI-3C (L=6') 454.21 3.79 STIR. SWM1 SWM STIR. SWM3 SWM �OQ GNky RFC I I II II JUG III _ TP TO BE ADJUSTED TO PROPOSED GRADE AT EDGE OF SIDEWALK II M to ( II 452.95 STORM PIPES PIPE SEGMENT LENGTH DESCRIPTION SLOPE INV. (IN) INV. (OUT) STIR. 98 TO STIR. 97 51 LF 15 IN RCP 7.50% 426.62 422.81 STIR. 99 TO STIR. 98 63 LF 15 IN RCP 7.50% 435.50 430.75 STIR. 99A TO STIR. 15 LF 15 IN RCP 2.01% 442.00 441.70 STIR. 100 TO STIR. 99 20 LF 15 IN RCP 1 5.00% 438.38 437.35 STIR. 100A TO STIR. 100 56 LF 15 IN RCP 6.73% 442.26 438.48 STIR. 100E TO STIR. 100A 29 LF 18 IN RCP 2.60% 443.02 442.26 STIR. 101 TO STIR. 101A 48 LF 15 IN RCP 2.45% 450.08 448.90 STIR. 101A TO STIR. 100E 70 LF 15 IN RCP 1.99% 448.80 447.40 STIR. 101E TO STIR. 101A 182 LF 15 IN RCP 0.57% 449.93 448.90 STIR. 102 TO STIR. 101 92 LF 15 IN RCP 0.55% 450.69 450.18 STIR. 110 TO STIR. 1008 11 LF 15 IN RCP 0.95% 445.55 445.44 STIR. 111 TO STIR. 110 32 LF 15 IN RCP 0.50% 445.81 445.65 STIR. 112 TO STIR. 111 34 LF 15 IN RCP 0.50% 446.08 445.91 STIR. 120 TO STIR. SWM3 37 LF 15 IN RCP 4.29% 449.50 447.92 STIR. 201 TO STIR. 200 32 LF 15 IN RCP 0.50% 450.60 450.44 STIR. SWM1 TO STIR. 100B 1 19 LF 18 IN RCP 1 2.60% 1 443.50 1 443.02 v 61 N, p0 a Q / (0� �C�'1, / AND PERMANENT SEEDCONTRACTOR TO RAOR RIPRAP BLANKET MATT DISTURBED F G SLOPES WHERE APPLICABLE / CONNECT TO _54" ±RCP EXISTING STRUCTURE V, /427.59� ' k. O- 436oL TrUP , /_�,../ 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 G \ 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� d ur F� \tCONTRACTOR TO FIELD VERIFY DEPTHS OF ALL EX. UTILITIES AND CONTACT KIMLEY-HORN IF CONFLICTS EXIST (oal�4�_�408.04�, e PEPSI PLACE, LLC I INSTR: 202300000743 D.B. 2359 PG. 589 (PLAT) �� 1I1 •II1 ' ' I gv y PARCEL ID: 061 WO-02-00-002BO �11 III I *NZONED: C-1 COMMERCIAL II 11 11 I `'�\G 9cOp PARCEL USE: CONVALESCENT HOSPITAL 1 A \n � I ��NL $(31 P�\,11I IL �F. R aro.o b EX. GAS LATERAL TO REMAIN. CONTRACTOR (O� N N�$6 - TO CONFIRM VERTICAL LOCATION OF GAS J' LINE AT PROPOSED STORM CROSSING _15"C?P 0' PUBLIC DRAINAGE R IN E EASEMENT ,. .. n,02300 A mow- - _ aF..aPb •(� GRADING LEGEND TC: TOP OF CURB ELEVATION BC: BOTTOM OF CURB ELEVATION TW: TOP OF WALL ELEVATION BIN: 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 0Q Z 0 1no �z Qo U= OU N co 0 NE C. U Q I Z ooco ZN Qw co = Z ~ � O } LJ 0=7 o u) N J _~ W Y L'i Z O �� a - Y n � J N � o} N Oto to 0 N "7 v� RYA PERKINIS LIC. No. 046565 07_/O3/2 1_" w Q 0 V) z O w 01 455 1 4bti.UZi 1016 • \ TC ME . TC • 55 O6 / FS 3 of Ir 454.72 454.36-... a • 4 6 �455.67 45 . 3 \ \\ \ \\ \\/ O ol � 454.80 r.'d- CANOPY DRAIN FS P R5 -•"�- /RIM WM \ \\ FS ME U) FS P • '. • -6.86 TC - 100B �_ _ \\�\ \ \ w O = FS ME > y INV: 451.30, 10" PVC o 1.00% 456.28 455.01 - \�\\ \ / O cn _-._> -- `�T 456.66 454.57 t00A 455.77 455.77 \ \ \\\\ \ \\ LLJ000 N �h50 1 8" PVC ®2% MIN. ` •- TRENCH INV. 454.80 i.. t 455.24. / TC \TC BCC pg� TC_TC 'R- 120 \ \\� \cn qOe Nh PVC a 1.00%!.; FS P 456.25 CONNECT 6" PVC TO TC 6 74 454.93 455.19/ \ 454.50 / o RIM \\�\\ ,\ �I \\ \\ m 456.85 \ 45 I\ a o a o m o 007 P RCP WITH RUBBER G TC BC 7 4Sg RIMi o / 455.27_ \ \ \ z z w 454.27 T FS BOOT CONNECTION \ FS 456.14 �� 455.93' 456.10 TC 455.45 �\ \\�\ \\\\\ \\ / Q _ TC 200 - 454.59 '. TC 456.38 TC) TC \\ \1\�\ \\\\ Y N a N a w CONTRACTOR TO CONFIRM 201 FSFP ' / . 455.40' s�P \ 456.08 454.64 454.77 ' t' �', �'� 456.05 455.84 455.85 TC/ \ 1 \( VERTICAL LOCATION OF GAS LINE FS i ' . ✓ FS P TC C , TC 455 87 TC BC TC BC AT PROPOSED STORM CROSSING RIM pWS '� �'./ i '•., ` �.°j 456.44 / 455�/0 00 N 454.69 I -' • : 456.77 .' .. FS. 455.84 456.30 (SEE SHEET CG-502) ( TI 455.25-. �. .TI 455.51 TI 455.76 456.40 Fg� G 456.59 FS N I+) FSI RIM: 454.12 / `'�- '••BI 454.75 BI 455.01 ..BI 455.26 FS ..FS''';•'`'~ \ TC FS _ N N INV. IN: 451.50 / - .'. �•' •' . ' .. _ . I Wawa ' .456.97 - / 455.84 G 456 1 n I I c -'.>' �. �. I �.* -. _ FS 456.59 457.00 FS 455.89 I v / 1 l 11 III �;: 0 0 455.36 � INV. OUT: 451.38 / � ' '��: - - � i - 4 -.�. p� . 4cj'- cJ -- r.-. 455.95 FS i- a a o . :. \rc TC I / 11 11 1 Z FS TRENCH OUTLET / (' 456.39 :> •^ FS FS 456.04 11 1 I �^ 455.30 I I TI 455.77 TI 455.95 ; :n a56.15 ;• .. 2.26 ACRES 6" PVC 0 1.00% \ 3 I O / 1I 1 11 1 �' FS TRENCH INV:453.50 ( :1.-. gl 455,2T BI 455.45 BI 455.65 FS .-_y 456.76 .} -. \ \ \ A5 FS-� \� (, I PIPE INV:452.50 4 h /45s.ao1 Fs W50-FB-VA r I 11 I 1 I r,rn 0] m s Cl-� :.. ■ ■� . . �' 101A 456.92 S) \ N 1 N d a 455.27-455.39 455.1I8 �' ' : FS 456.75 6,049 SF RIM ^�I TC - •. ( :-455.75- 2.00� / r •.. FS FFE:457.05 ' \ G, 457 v \\ I I I _ �gI CLEANOUT TYP.) ..'. i \ / \ E C9 = = 4555 33 TC BC �I FS P C FS 3 I / �\ I \ W a vi vi 454.93 II �I - , .,•. ..I i 48 WAWA SPACES \ \ 3 TC BC FS 6' PVC ® 1.00% '; ' ' V. 456.42 89,It. 1 ;;:' 457.23 / � ! N I I v - .: r i w '` FS r RIM / 457.53 G' v� o �y wr 454.84 \ �i I .'.�... :.. �. - v •.' I 4 .70/ FS w\\\ \\\d \ "ti J N 11) LO Fg S 456.46/ \�456.97 457.16 6 \ 454.95 1, TI 456.27 TI 456.37. TI 456.53 456.79 CLEANOUT (TYP.) ' FS TC TC( 457.59 Q m ^ � 454.89 a TC ! BI 455.77'" •: BI 455.87 �. BI 456.03 FS ti FS 73. \ < F F I �1/ 455.78 .B B • •, . .. 456.83 ; - . s ..$ 456.84 458.14 4b8 ' \ \ I �: I I I r Q j 455.15 1 455.59p A TC ao O I l l l l al \ 1 I f 7 I, FS /7 '. py6 -..456.10 FS INV: 454.05 (TYP.) y;.> 458.78 \ I I Z 455.16 I TC HP / 456.03 �' ' - FS P �( 456.62 ; Rg� 457 TC �'? II1 �I11 I111 CANOPY DRAIN (TYP. OF 61 456 97 101 T \ 459.071 11� 11 I O O 455.20 n / P - -INV: 452.94 - FS FS 456.88' .� 457.64 .. ' TC 11 I I 111 f _ IV'I N LUN%OS ETWO ass.ss / FS \ 0 FS I EASMENT TRENCH INV. 455.78 456.25 p 456.93': 456.93 457.39 /J J 1\I�II11 II\\I11 of m 455.46 456.41 48 1 240� FS P 456.62 S 456.80 `', O., FS .._� TC SS �- SS P FS 457.54 457.86W W W s% FS 459.30� 3sT� 1 °�1\\\\\\\Illll 455.52 ' SS -i- SS / 456.89 102 J TC FS 456.01 '457.04 1.32% 0 459.30 TC r TC E / TC- W FS 457.13 456.30 TC 456.�S 458.00 F h TC 455.57� _ W W W 457.13 k ..458.67 TC \s \ 1 111I1II1 FS , . 456.53 W TC� � I p 11 -� 456.64/ -. TC - .,, RIM ,,, TC _ s?\\\\ 111�111 1111, i 1 flu 456.64 UHL - \ - - /k�11111111111�111�1111 �Tc -vn�`- - N -- TC==-- _C \ 1 1111111 11 TIC I +FRS W W W _ W-CLEANOUT (TYP.) W N W I FENCE MEANDERS \ ,� \ ( `✓ 6" PVC ®1.00% ALONG P/L - 456.92 0P <JIG\S TC ME 40' GAS LINE EASEMENTPARNER D.B. 290 PG. 434 i JA-ZA D IM1113D4 PG. T536 SHIP II D.B. 421 PG. 500 D.B. 779-�G. 401 (PLAT) D.B. 1683 PG. 337 PARCEL ID: 061`WO-02-00-00200 II ZONED: C-1 011MMERCIAL PARCEL USE: VACANT C ERCIAL LAI RMD PROPERTIES, LLC �9 o D.B. 2217 PG. 191 D.B. 407 PG. 55 (PLAT) pQ k5�' PARCEL ID: 061 WO-02-OA-00200 ZONED: C-1 COMMERCIAL PARCEL USE: MARKET GRAPHIC SCALE IN FEET 0 15 30 60 ill =30' 0 N Z Q 'Lu 1..� N m W Z w W O O U r� V W J Q LJ m J Q SHEET NUMBER CG-101 DRAINAGE AREA MAP LEGEND 0 G 0 N a IMPERVIOUS AREA DRAINAGE AREA BOUNDARY 0 PERVIOUS AREA MANOR LOAM 50D v (HYDROLOGIC GROUP B) y FORESTED AREA URBAN LAND 91 (HYDROLOGIC GROUP D) _0 L SC�AOLE IN FEEi20 STORM STRUCTURE LABEL 101 3 OGRA 3HIIC DRAINAGE AREA LABEL DA-EX101 L U STORMWATER MANAGEMENT NARRATIVE - STR. 200 0 0 a STORMWATER QUANTITY: C THE LIMITS OF ANALYSIS TO THE EXISTING STORM STRUCTURE ON SEMINOLE TRAIL IS BASED ON DRAINAGE AREA EX200 SHOWN IN THE L PREDEVELOPMENT INSET. THIS DRAINAGE AREA INCLUDES ALL DISTURBED AREA FOR THIS PROJECT THAT REACHES STRUCTURE 200. 0 a OUTFALL: v EXISTING STRUCTURE 200 ALONG SEMINOLE TRAIL TO ULTIMATE OUTFALL INTO THE FLOODPLAIN VIA STORM PIPE. E T CHANNEL PROTECTION COMPLIANCE: o CHANNEL PROTECTION COMPLIANCE FOR THE LIMITS OF ANALYSIS IS MET THROUGH 9VAC25-870-66.B.1.A. THE POST -DEVELOPMENT 2 YR FLOW IS CONSIDERED NON -EROSIVE AS THE STORMWATER IS CONTAINED ENTIRELY WITHIN STORMWATER PIPES FROM THE TIE-IN STRUCTURE a 200 DOWN TO THE FLOODPLAIN LOCATED EAST OF THE SUBJECT SITE. ONCE THE RUNOFF ENTERS THE FLOODPLAIN THE 1% RULE IS MET 3 BASED ON DISTURBED ACREAGE FOR THE SITE (2.62 ACRES) AND OVERALL DRAINAGE AREA TO THE FLOODPLAIN (t800 ACRES). REFER TO 7 ° THE INSET BELOW FOR THE STORMSEWER PATH TO THE FLOODPLAIN AND APPROXIMATE DRAINAGE AREA TO THE ANALYSIS POINT. '- z FURTHERMORE, THE POST -DEVELOPMENT PEAK FLOW RATE FOR THE 2-YEAR STORM WAS CALCULATED TO BE LESS THAN THE Z PRE -DEVELOPMENT CONDITION FOR THE LIMITS OF ANALYSIS. SEE THE TABLE BELOW FOR THE SUMMARY. Q 10�, ° FLOOD PROTECTION COMPLIANCE: O FLOOD PROTECTION COMPLIANCE FOR THIS OUTFALL IS MET THROUGH 9VAC25-870-66.C.2.B. BY DISCHARGING THE POST -DEVELOPMENT Q ° PEAK FLOW RATE DOWNSTREAM OF THE OUTFALL AT RATES LESS THAN THE PRE -DEVELOPMENT PEAK FLOW RATE. If 0 QUANTITY ANALYSIS - STR. 9If 7 n O � y Pre -Development 3 I =� Runoff Curve Number (CN) 87 J o E Drainage Area 1.00 acres Runoff Peak Flow ImperviousArea 0.67 acres Storm Event VolumeV r cfs 0 .0 Managed Turf 0.19 acres 1 -year 6,250 3.15 ran m FonesVOpen Space 0.14 acres -5ol 10 -year 6.98 ,. c0 r Time of Concentration(Tc) min C 0 Post -Development jPrior to RoutingI ¢ 0G J o Runoff Curve Number (CN) 93 Runoff Peak Flow Storm Event a: VolumeV cfs n Drainage Area 1.55 acres 1 -year 13,000 5.31 o ImperviousArea 1.22 acres 10 -year 30.36 a Managed Turf 0.33 acres E Forest/Open Spare 0.00 acres 7D a Time of Concentration(Tc) 9 01 min QUANTITY ANALYSIS - STR. 200 Pre -Development Runoff Curve Number (CN) 97 Drainage Area 1 1.09 acres Runoff Peak Flaw ImperviousArea 1.01 acres Storm EventVolumeV q(cfs) Managed Turf 0.08 acres 2 -year 4.81 Forest/Open Spare 0.00 acres 10 -year 7.33 Timeof Concentration(Tc 0 31 min Post -Development Runoff Curve Number (CN) 95 Runoff Peak Flow Storm Event VolumeV (cfs) Drainage Area 1.20 acres 2 -year 4.73 ImperviousArea 1.03 acres 10 -year 7.33 Managed Turf 0.17 acres Forest/Open Spare 0.00 acres Time of Concentration(Tc) 12.8min c 0 0 �� o INSET: PATH TO FLOODPLAIN ti o 1 =2000 Channel Protection Compliance Energy Balance Equation, 1-year Storm 0 dnc 0 Of Improvement Factor F 0.8 C-Post < I.F. x Opre x RV_pre/RVyos[ m < 0.8 x 3.15 x 6250 / 13000 n 5.31 < 1.21 � m DETENTION REQUI RED a TJ y Flood Protection compliance 0 3 Blrl 1I1 WCHD11 TOTAL DRAINAGE AREA TO c 10-year storm POINT OF ANALYSIS: ±800 AC. ' Fx°h' s ost < re SQUai ° 10.36 < 6.98 3 DETENTI ON REQUI RED f) -ameflia Garden o Post -Development Summary Routed Flows Storm Event Peak Flow w > -6 q cfs STORMWATER MANAGEMENT NARRATIVE - STR. 97 STORMWATER QUANTITY: TO ADDRESS STORMWATER QUANTITY REQUIREMENTS FOR THIS OUTFALL, THE ENERGY BALANCE METHOD WAS CHOSEN. THE LIMITS OF ANALYSIS USED FOR THE ENERGY BALANCE CALCULATIONS IS EQUAL TO THE DRAINAGE THAT REACHES STR 97 BOTH PRE AND POST -DEVELOPMENT. 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 TO ULTIMATE OUTFALL INTO THE FLOODPLAIN VIA STORM PIPE. ".1 MOO �:zj�x.���•r.�.Z•m�nRy CHANNEL PROTECTION COMPLIANCE FOR THE LIMITS OF ANALYSIS 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 AN UNDERGROUND DETENTION WITH OUTLET CONTROL STRUCTURE TO CONTROL THE FLOW BELOW THE REQUIRED 1-YEAR LEVEL. SEE THE TABLE BELOW FOR THE SUMMARY. y�iZ•l�l�:Zij�Xij�[•3IKi771»/_1�[N FLOOD PROTECTION COMPLIANCE FOR THIS OUTFALL IS MET THROUGH 9VAC25-870-66.C.2.B. BY DISCHARGING THE POST -DEVELOPMENT PEAK FLOW RATE DOWNSTREAM OF THE OUTFALL AT RATES LESS THAN THE PRE -DEVELOPMENT PEAK FLOW RATE. THIS WAS ALSO ACHIEVED BY CONTROLLING THE RUNOFF LEAVING THE UNDERGROUND DETENTION SYSTEM. STORMWATER MANAGEMENT NARRATIVE - OFFSITE AND STR. 99AII STORMWATER QUANTITY: TO ADDRESS STORMWATER REQUIREMENTS UIREMENTS FOR THESE TWO OUTFALLS, THE ENERGY Q Q BALANCE METHOD WAS CHOSEN. THE LIMITS OF ANALYSIS WERE THE RESPECTIVE PRE AND POST DRAINAGE BOUNDARIES TO EACH STRUCTURE. THERE IS A 20% IMPROVEMENT FACTOR DUE TO TH LIMITS OF ANALYSIS BEING MORE THAN 1.0 ACRE. OUTFALLS: • EXISTING DI-2B STRUCTURE ALONG GREENBRIER DRIVE TO ULTIMATE OUTFALL INTO THE FLOODPLAIN VIA STORM PIPE • EXISTING STRUCTURE 99A ALONG GREENBRIER DRIVE TO ULTIMATE OUTFALL INTO THE FLOODPLAIN VIA STORM PIPE CHANNEL PROTECTION COMPLIANCE: CHANNEL PROTECTION COMPLIANCE FOR THE LIMITS OF ANALYSIS IS MET THROUGH 9VAC25-870-66.B.3.A. THE ENERGY BALANCE EQUATION WAS USED TO ANALYZE THE OUTFALLS WITHIN THE LIMITS OF ANALYSIS FOR THE 1-YEAR STORM. THE ENERGY BALANCE WAS SATISFIED BY A REDUCTION IN IMPERVIOUS/OVERALL AREA FROM THE PRE TO POST -DEVELOPMENT CONDITION. NO DETENTION WAS REQUIRED. FLOOD PROTECTION COMPLIANCE: FLOOD PROTECTION COMPLIANCE FOR THESE OUTFALLS IS MET THROUGH 9VAC25-870-66.C.2.B. BY DISCHARGING THE 10-YR POST -DEVELOPMENT PEAK FLOW RATE DOWNSTREAM OF THE OUTFALL AT RATES LESS THAN THE PRE -DEVELOPMENT PEAK FLOW RATE. THIS WAS ACHIEVED BY A REDUCTION IN IMPERVIOUS/OVERALL AREA. Li/e Hill rialntfee -year 1.16 (< Required 1.21 cfs) APPROXIMATE PATH TO FLOODPLAIN J o 10 - ear 6.00 I< Required 6.98 cfsl VIA EX. STORM PIPE NETWORK Y a We*-19 PROJECT AREA Wakefield a DISCHARGE TO FLOODPLAIN E w V n n o y V o 7 T y c 0 V w m p � C V y o T a� 0 r ° 0 Z ¢ m 7 E Y N w c Q c 3: o Y o n 'o `o STR. 99A OUTFALL SUMMARY DRAINAGEAREA LABEL TOTAL AREA (AC.) IMPERVIOUS AREA (AC.) MANAGED TURF AREA (AC.) FOREST/ OPEN SPACE AREA (AC.) C CN TIME OF CONE. 7c (min) TREATMENT VOLUME TV (cu h) OVERLAND FLOW TIME SEELYE SHALLOW CONCENTRATED FLOW TIME TR-55 CHANNEL FLOW TIME KIRPICH owz acre 1w T"x=0.225E S C V=16.13455°"'(UNPAVED),V=20.32825�'(PAVED) a3e 113 Tcu1=0.00948H L" L (ft) C S (ft/ft) Toff (min) UNPAVED UNPAVPAVEDED S (ft/ft) V (ft/s) L (ft) T:c1(min) H (ft) L (ft) Tcm (min) PRE B SOILS 0.21 0.09 0.08 0.04 0.53 76 5.0 403 PRE D SOILS 0.37 0.30 0.07 0.00 0.80 95 5.0 1,069 PRE TOTAL 0.58 0.39 0.15 0.04 0.70 88 6.3 1,472 75 0.35 0.133 5.78 0.00 0.000 0.00 0 0.00 2 40 0.47 POST B SOILS 0.17 0.08 0.09 0.00 0.61 78 5.0 376 POST D SOILS 0.23 0.17 0.06 0.00 0.76 93 5.0 632 POST TOTAL 0.40 0.25 0.15 0.00 0.69 87 5�0FFSITE 0.35UMMARY 5 0.133 3.94 0.00 0.000 0.00 D 0.00 4 80 0.79 OUTFALL DRAINAGEAREA LABEL TOTAL AREA [AC-) IMPERVIOUS AREA [AC.) MANAGED TURF AREA (AC.) FOREST/ OPEN SPACE AREA (AC.) C Cry TIME OF CONIC. 7c (min) TREATMENT VOLUME 7v (cu h) OVERLAND FLOW TIME SEELYE SHALLOW CONCENTRATED FLOW TIME -55 CHANNEL FLOW TIME KIRPICH owz -acre -va Tox=0.225E S C V=16.13455°S (UNPAVEDLV=20.32825°`(PAVED) -o3e ssa Tm1=0.00948H L Lift) C S (ft/ft) T.R (min) PAVED/ UNPAVED S (ft/ft) V (ft/s) L (ft) Tsd (min) H (ft) Lift) Tm1(min) PRE B SOILS 0.37 0.21 0.16 0.00 0.66 82 5.0 889 PRE D SOILS 0.42 0.37 0.05 0.00 0.83 96 5.0 1,272 PRE TOTAL 0.79 0.58 0.21 0.00 0.75 89 6.5 2,162 100 0.90 0.020 3.64 U 5.10 170 0.56 14 320 2.36 POST B SOILS 0.37 0.30 0.07 0.00 0.80 91 5.0 1,069 E100 POST D 1011s 0.00 0.00 0.00 0.00 0.00 0 5.0 0POSTTOTAL0.370.300.070.000.8091 7.4 1,069 35 0.30 0.125 4.96 0.00 0.00 0 0.00 22 380 2.41 STR. 200 OUTFALL SUMMARY 7 C J m MANAGED FOREST/ OVERLAND FLOW TIME SEELVE SHALLOW CONCENTRATED FLOW TIME TR-55 CHANNEL FLOW TIME KIRPICH j n DRAINAGEAREA TOTAL IMPERVIOUS TURF OPEN SPACE C CN TIME OF CONC. TREATMENT VOLUME oa: ass 1A Toff=0.225L" S C V=16.1345S°H(UNPAVED), V=20.3282e'(PAVED) a3e 113 Tch1=0.00948H L' O m LABEL AREA (AC AREA (AC.) AREA (AC.) AREA (AC.) Tc (min) Tv Ica ft) L (ft) C S (h/h) Tsx (min) S (h/ft) V (ft/s) L (ft) T:d (min) H (ft) L (ft) Tcm (min) J UNPAVED o ° PRE D SOILS 1.09 1.01 0.08 0.00 0.86 97 10.3 3,401 60 10.35 0.027 7.13 P 0.00 0.00 3 250 3.20 o L -o Y c POST D SOILS 1.20 1.03 0.17 0.00 0.82 95 12.8 3 581 100 0.35 0.015 9.88 U 0.00 0.00 3 230 2.91 STR. 97 OUTFALL SUMMARY DRAINAGEAREA LABEL TOTAL AREA (AC.) IMPERVIOUS AREA (AC.) MANAGED TURF AREA(AC.) FOREST/ OPEN SPACE AREA (AC.) C CN TIME OF CONC. Tc (min) TREATMENT VOLUME Tv (cu ft) OVERLAND FLOW TIME SEELVE SHALLOW CONCENTRATED FLOW TIME TR-55 CHANNEL FLOW TIME KIRPICH ow: 019 1n T9rc=0.225E S' C v=L6.L3455° '(uNPAv6D),v=2o.32sxs°'(PAv60) a3e 113 Tcm=0.00948H L' Lift) C S (ft/ft) Tsx (min) PAVED/ UNPAVED S (ft/ft) V (ft/s) Lift) T,d (min) H (ft) Lift) Tcm (min) PRE B SOILS 0.25 0.01 0.12 0.12 0.23 60 5.0 207 PRE D SOILS 0.75 0.66 0.07 0.02 0.83 96 5.0 2,249 PRE TOTAL 1.00 0.67 0.19 0.14 0.68 87 5.0 2,456 100 0.90 0.015 3.84 U 0.085 4.70 ISO 0.64 14 70 0.42 BYPASS B SOI LS 0.11 0.03 1 0.08 0.00 1 0.50 71 1 5.0 200 BYPASS D SOILS 0.00 0.00 0.00 0.00 0.00 0 5.0 0 DETENTIONBSOILS 0.17 0.16 0.01 0.00 0.87 96 5.0 535 DETENTION D SOILS 1.27 1.03 0.24 0.00 0.80 95 5.0 3,670 BYPASS TOTAL 0.11 0.03 0.08 0.00 0.50 71 5.0 200 DETENTION TOTAL 1.44 1.19 0.25 0.00 0.80 95 5.0 4,205 COMEK112 AL 1.55 1.22 0.33 0.00 0.78 93 9.0 4405 75 0.35 0.025 1 7.94 0.00 0.000 1 0.00 0 0.00 11 150 1.10 QUANTITY ANALYSIS - STR. 99A Pre -Development Runoff Curve Number (CN) F 88 Drainage Area1 0.58 acres Runoff Peak Flow Impervious Area 0.39 acres Storm Event VolumeV cfs Managed Turf 0.15 acres 1-year 3,791 1.82 Forest/Open Space 0.04 acres 10-year 3.94 Time of Concentration TO 6.3 min Post-Develo ment Runoff Curve Number (CN) 87 Runoff Peak Flow Storm Event VolumeV cfs Drainage Area 0.40 acres 1 -year 2,500 1.26 Impervious Area 0.25 acres 10 -year 2.79 Managed Turf 0.15 acres Forest/Open Space 0.00 acres Time of Concentration(Tc) S.Omin Channel Protection Compliance Energy Balance Equation, 1-year Storm I mprovement FactorF 0.8 0-post < I.F. x Qpre x RV pre/RVpost < 0.8 x 1.82 x 3791 / 2500 1.26 PASS Flood Protection compliance 10-year storm post < ore 2.79 < 3.94 PASS QUANTITY ANALYSIS - OFFSITE Pre -Development Runoff Curve Number CN ( 1 89 Drainage Area 0.79 acres Runoff Peak Flow Impervious Area 0.58 acres Storm Event VolumeV cfs Managed Turf 0.21 acres 1 -year 5,396 2.55 Fones(7Open Space 0.00 acres 10-year 5.44 Time of Concentration Tc 6.5 min Post -Development Runoff Curve Number (CN) 91 Runoff Peak Flow Storm Even[ VolumeV cfs Drainage Area 0.37 acres 1 -year 2,757 1.24 Impervious Area 0.30 acres 10 -year 2.55 Managed Turf 0.07 acres ForestlOpen Spare 0.00 acres Time of Concentration (Tc) 7.4 min Channel Protection Compliance Energy Balance Equation, 1-year Storm Improvement Factor 0.8 Qpost < I.F. x O-pre x RVpre/RVpost < 0.8 x 2.55 x 5396 / 2757 1.24 < 3.99 PASS Flood Protection Compliance SO -year storm cost < e 2.55 < 5.44 PASS PRE DEVELOPMENT / , / / APPROXIMATE LOCATION a1vE v NK OF EXISTING DI-2B THAT RECEIVES DRAINAGE FROM DRAINAGE AREA / "DA-OFFSITE." S J T (VA) CHARDLBTTE75 ZLLE-111 55F PEPSI PLACE, LLC 49 / I 1 1 �' O y PARCEL ID: 06 35 WO 02-M T�02BO DA-OFFSITE ��r�o - �z<O� 50 PARCEL USE CONVA ESCENTCOMMERCIAL HOSPITA TIME OF CONCENTRATION PATH DA-EX99A -454 • 456 • pp11 TIME OF CONCENTRATION PATH 13T0 um I �,� BRFK 3AL i¢, I DA-EX200 / a� sn TIME OF CONCENTRATION PATH icy y 0 ?0 AP LIOC EAST D..B.B. 429 PG ?_� .9 / III i EXISTING UPSTREAM STORM INLET DA-SEMINOLE POST DEVELOPMENT - 452 ckF 91 �\ RMD PROPERTIES. LLC D.B. 221] PG. 1 1 D.B. 407 PG. 55 PLAT) PARCEL ID: 061M-0-OA-00200 ZONED: C-1 COMMERCIAL PARCEL USE: MARKET I � r7 0pN,4y. T • • DA EX97 / / TIME OF CONCENTRATION PATH I I i FENCE MErvrv- ALaNG PA � 11 11 I IIII 1II111 I 1 1 I I IIIIIII 11 \1 I 1\\\I\1\III I \\\1 IIII 1 - - 11�1�1111111 - JA-ZAN UMIMD PARTNERSHIP D.B. n34 PG. 536 I D.B. 779 PG. 401 (PLAT) PARCEL ID: 061 WO-02-00-00200 ZONED: C-1 COMMERCIAL PARCEL USE: VACANT COMMERCIAL LAND I NOTE: DA-SEMINOLE WAS OBTAINED USING ALBEMARLE COUNTY'S ONLINE GIS PAGE AS WELL AS FIELD OBSERVATIONS. DA-SEMINOLE REMAINS THE SAME IN BOTH THE PRE AND POST -DEVELOPMENT CONDITION. t0 / TIME OF CONCENTRATION PATH .01 APPROXIMATE LOCATION g / / OF EXISTING DI-2B THAT RECEIVES DRAINAGE 97 / / FROM DRAINAGE AREA "DA-OFFSITE." drA' O$EE 98 ' i r. 07 1 TIME OF CONCENTRATION PATH v I DA-99A 201 DA 200 zoo T.:. . ee cq I } • DA-97 Fwz in �l DETENTION r4Q vm I oq ` TIME OF CONCENTRATION PATH'-' - will I ICO II I II I EXISTING UPSTREAM STORM INLET DA-SEMINOLE • • rnowO 2.26 ACRES y W50-FB-VA - DA-97 101A B W9S °s `DETENTION / / r O \ 101 \ / 102 0a?MM19' O.1 s ff 4�rtep' &y� OPP k 120 1 �11 456 1 TIME OF CONCENTRATION PATH I I I I 458 I IIII 1 �� IIII IIII II \ \I \\\1 IIII 1 _ _ - 11�1�1111111 - rtxa McnNlaploS NG I w I- 0 1n z O Cn -> w 0 I) N IM N L �¢ Z O LU �Z ¢o -g U x O U N CO O Unix <(Y DOU 7 ¢ of o ono Z N ¢why LO x Z�ow Of o0 N J _~ W 1' Z O �Of a - Y N IiJ N O >- N ¢ �L0 0 N "7 v�I RYA PERKINS LID. No. 046565 OZ/09/2023 Z I- 7 0 of of I -of of LLI O O ON LT) 0 00 LO H CD Un m > m 0- 1) 0 O ¢ o m o Q x z CD z 3 w V Y N O ¢ N ¢ w (UT) O O U Z Q w N N m 3 LU IZ W W O O N r� U W 11 ■i V J Q W m J Q SHEET NUMBER CG-201 u C N W O ° 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 NORTH DRAINAGE AREA LABEL DA-EX101 1"=40' STORMWATER MANAGEMENT NARRATIVE STORMWATER QUALITY: THE LIMITS OF ANALYSIS FOR THE WATER QUALITY CALCULATIONS (2.62.) Y INCLUDE THE ENTIRE LIMITS OF DISTURBANCE FOR THE DEVELOPMENT. PER RE -DEVELOPMENT REQUIREMENTS FOR DISTURBED AREAS MORE THAN 1 ° ACRE, THE ULTIMATE DEVELOPMENT REQUIRES A PHOSPHORUS LOAD REDUCTION OF 20%. DUE TO THE INCREASE IN IMPERVIOUS AREA WITHIN THE LIMITS OF DISTURBANCE, THIS REDUCTION EQUATES TO 1.54 LBS / YEAR. 3 C � o TO SATISFY REQUIREMENTS FOR WATER QUALITY ON SITE, THE DEVELOPER o < 0 WILL PURCHASE 1.54 OF NONPOINT PHOSPHORUS NUTRIENT CREDITS FROM 3 - A NUTRIENT BANK LOCATED WITHIN THIS PROJECT WATERSHED. O o r Post -Development Project (Treatment Volume and Loads) Y .+ � 3 Enter Total Disturbed Area (acres) 2.62 0 3 V I a' :7 � J E E m 0 N � N L � N C O 0 0 � m < c J ° m a C o � a E v Z � C o ° T O V 0 m N � .+ W J 0 L I o _ n � a J m � 0 > 3 O C - � L I s 3 '0 n o v u J � 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 foryards orotherturl to be 0.33 0.51 Impervious Cover (acres) 0.07 1.37 1.44 2.62 Post -Development Land Cover (acres) A Soils B Soils C Soils D Soils Totals Forest/open Space (acres) -- undisturbed, 0.00 protected forest/open sace or reforested Managed Turf (acres) -- disturbed, graded 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 n Site Results (Water Quality Compliance) E .� Area Checks ri r y FOREST/OPEN SPACE (ac) � o IMPERVIOUS COVER (ac) IMPERVIOUS COVER TREATED (ac) MANAGED TURF AREA (ac) p y MANAGED TURF AREA TREATED (ac) AREA CHECK D.A. A D.A. B D.A. C D.A. D D.A. E AREA CHECK 0.00 0.00 0.00 0.00 0.00 OK. 0.00 0.00 0.00 0.00 0.00 OK. 0.00 0.00 0.00 0.00 0.00 OK. 0.00 0.00 0.00 0.00 0.00 OK. 0.00 0.00 0.00 0.00 0.00 OK. OK. OK. O K. O K. OK. ani o Site Treatment Volume (ft3) 7,211 PRE DEVELOPMENT 3 G' Q 0 CO N N N ram^ as lz� C\2 3 a �a mai 3 h44 Naa Ctio�xx a a v 64O�rnI I Q �W FA JNM�:I M n < ti <oi a 3 �<OC 3 a, N- 00 I ai m O D .N� I POST DEVELOPMENT r�A c II < Q ° 3 Runoff Reduction Volume and TP By Drainage Area CO N < D.A. A D.A. B D.A. C D.A. D D.A. E TOTAL N N RUNOFF REDUCTION VOLUME ACHIEVED (ft3) 0 0 0 0 0 0 y aa\ TO LOAD AVAILABLE FOR REMOVAL (lb/yr) 0.00 0.00 0.00 0.00 0.00 0.00 C\2�rnmao \ Cti rs1 N a: TO LOAD REDUCTION ACHIEVED (Ib/yr) a 0.00 0.00 0.00 0.00 0.00 0.00 C"a�=x N N Vl v � TO LOAD REMAINING Ib r 0.00 0.00 0.00 0.00 0.00 0.00 O O W rn l I J M N :J y <m.-7 o a NITROGEN LOAD REDUCTION ACHIEVED (lb/yr) 0.00 0.00 0.00 0.00 0.00 0.00 W >�aa oo I Total Phosphorusai Y `0 FINAL POST -DEVELOPMENT TO LOAD (lb/yr) 4.53 60\\ n a TP LOAD REDUCTION REQUIRED (Ib/yr) 1.54 ) I TO LOAD REDUCTION ACHIEVED (lb/yr) 0.00 0 L n a° TP LOAD REMAINING (lb/yr): 4.53 5 REMAINING TP LOAD REDUCTION REQUIRED (lb/yr): 1.54 I L 3 L Total Nitrogen (For Information Purposes) 0 0 Y POST -DEVELOPMENT LOAD (lb/yr) 32.41 E NITROGEN LOAD REDUCTION ACHIEVED (lb/yr) 0.00 E REMAINING POST -DEVELOPMENT NITROGEN LOAD (lb/yr) 32.41 p 0 O L 1 ~ / I / TE orb 1 / EEN E looR �� / • • r�1 $1215 STORY BRICK/METAL F.F.=458.3 7 LpiprVE XIMATELOCAIIQNPCO EASEMENT\ D.B. 429 PG. 350 \ 50D JF-\' GAP \ RMD PROPERTIES, LLC D.B. 2217 PG. 191 D.B. 407 PG. 55 (PLAT) RCEL ID: 061WO-0 -OA- 7nNrn. r'-1 rMAAAGRCI, / / / SET (VA) CHARLOTTESVILLE-1165 PEPSI PLACE, LLC D.B. 4722 PG. 213 D.B. 2359 PG. 589 (PLAT ..� Pp Ng0 y PARCEL ID: 061WO-02-00- 02BO \P� �0 g� PARCE? USED CONVALEESCENTI HOSPITAL FENCE MEANDERS ALONG P/L JA-ZAN LIMITED D.B. 113, D.B. 779 P PARCEL ID: Of ZONED: C PARCEL USE: VA( I / M / / 00 .00 DR166 �t RIE TE $ a 97 441....�, / 98 � _' ' V. 443 llllll, o rn _ 7 d Ir'�C4N 1 99 all 1 �M ala OF Nti9' • 1 �° u 444 (aaPY��r • e} / A I�M I o a ✓ 99A R�M►5 / II \ / • d- I/\� 446 4 4g 100 _ 45 46 0) v i krill .=44A 447 • 201 / J Wawa 2.26 ACRES ,W50-F13-VA 'Se'04495705SF 48 WAWASPAC�ES 91 102 \ - 45v 111 i'451 �453- 112 452 - `s5_s' Ode. 100E 101 • ' 0 N1�1111�1 I I ofZ O M N M N L �¢ z, O co 0 �z QO C-) OU N 0 O NE n U z 0000 ZN Qw I = z�ow } Of o u) N J _~ W Y Z O �Of a - Y N >_ O } N (] L0 M O N i RYA PERKINS LID. No. 046565 OZ/09/2023 0 H n � LLI O O ON cn 0 00 LI)oCD H O > > ° a- O a o m o Q W Z CD Z y 1' N O ¢ v) ¢ w V O O U z w Q C� L.L N m W z w U U W V J Q LL1 m J Q SHEET NUMBER CG-202 C } m 0 PRE DEVELOPMENT Li DRAINAGE AREA LEGEND o C _ / / / ' IMPERVIOUS AREA T E Y / / / ' O / APPROXIMATE LOCATION OF EXISTING /' / PERVIOUS AREA T DI-213 THAT RECEIVES DRAINAGE o / / / FROM DRAINAGE AREA "DA-OFFSITE." z z O o 5 _ / / / DRAINAGE AREA BOUNDARYLi oU�E s = s R / ' STORM STRUCTURE LABEL 101 / C S SET (VA) CHARLOTTESVILLE-1165 PEPSI PLACE, LLC DRAINAGE AREA LABEL DA-EX101 D.B. 4722 PG. 213 0 � �� D.B. 2359 PG. 589 (PLAT) 0 p g0 y PARCEL ID: 061WO-02-00-002BO o �' DA-OFFSITE �Q%`PN,�ofi ZONED: C-1 COMMERCIAL o �G`!- g0 PARCEL USE: CONVALESCENT HOSPITAL Z II Z o ca�SE ` 99A R <y�PJ- x F F O = I o DECK O-® Q M L zQ DA-EX99A _� Y T II O NCJ n HZ 0 Qo o o I ` _ _ _ ON0 W O o 00 0 `0 200 I ^ QN CD I ? a.`0 I z�ow D'� m J O On _~ z Y z w .o DA-EX200 - - - _ _ _ O Of f; Q co N NN - II J�=� � Of N a s I #121 S2 J BRICK/ TAL _ N- z .3 rn I 1 sK/ P DA-EX97 I o�� oioi _ F.F.=4 .3 ��P I E O>- n 5 Cti W a s GAP \ ■ op E"ZF xx 04 N N O c O OLO r� y E �m Mn _ Igo I N " -0 II N y no mor - II�u1 a oG� U � V RYA PERKINS y •L �, 6k Lic. No. 046565 E FENCE D RS � C% 0 ° e1•Soplry II L o / / / / / / e / / / APPROXIMATE LOCATION OF EXISTING' / U N 0 Of V) of kti DI-2B THAT RECEIVES DRAINAGE w O O = Ln 0 II I � / / / FROM DRAINAGE AREA "DA-OFFSITE." O 00 � � } } EXISTING UPSTREAM STORM INLET t��°ti5s / // /', a � Q O Q m > m o a RMD PROPERTIES, LLC �dzVfk 0 o m o O D.B. 2217 PG. 191 Q z z w o D.B. 407 PG. 55 PLAT = 54•±RCP - 7 / / / _ N CD 3 U 3 PARCEL ID: 061WO-0 - -,k 97 / ' Y < o o U ZONED: C- _ $ top' •• O U w m = P 3 eP6�5 00 , S 98 �SET (VA) CHARLOTTESVILLE-1165 PEPSI PLACE, LLC Q D.B. 4722 PG. 213 POST DEVELOPMENT O PARCEL 21D59061W0 589 (PLAT) 00 T�ozeo v o �' DA-OFFSITE ( AL 99 �\p�P uS��Gy'yG PARCELOUSE: CONVALESCENTHOSPITAL y7 U �v Nag K o t0 P�t� F. pti 6 I I I i o 6 W J/AZ06'S nI O a p000 DECK = �S�C oc�. E� II ZOpUJ k�� `>' 99A 100 'S e•(P��\J. �RCp GR�'°n�°'� DA-99A Q M DA 99 °p s o1e 110 11 N y I� 452 . W AJry1 _ O c t� aRl,n6' 453 112 DA-SHEETFLOW 1 N o \� j °Jtddff k5A 100A N5j i DA-1 100B DJ Ngb .y0 45504 .1 N Sp . 200 o D i DA-101 B I DA 200 201 ` e 120 o �r N m fV R- .� �'• •1• �..- d - . i�• F •r `S .• r4 wawa 456 Q a a o '' ' " DA-110 DA-120 w ��3 ,;. DA �. D Of < ��� mm ..' s; DA-112 I Q " C .o ti _ _ , : ; c. a DA BLDG 101A 457 V)w .r.": s'r .. ar ice•. '•r.;. - Z o O�W I I •. .�i r'. rr� 1, III ,A 458 I z O s > D_ I' I N o^II I .• �• 101 ��0 �� I W oa o t�°dg9µY°yo DA-102 DA-101 o ��� \D`�•( I Ilf W aso 102 N Y LLI ui) y FENCEMEANDERSPA - J N ui1 1 Z o JA-ZAN LIMITED PARTNERSHIP w' U) N D.B.B779 PG. 1134 P401G. 5(PLAT) IL.YL 5 II I PARCEL ID: 061WO-02-00-00 O U 3 II I I ZONED: C-1 COMMERCIAL A'• , LLJ D_ PARCEL USE: VACANT COMMERCI" L.L v _j J s EXISTING UPSTREAM STORM INLET Q 0 o RMD PROPERTIES, LLC LLd �o D.B. 2217 PG. 191 m D.B. 407 PG. 55 (PLAT) SOpIDky PARCEL ID: 061WO-02-OA-00200 J Ems° ZONED: C-1 COMMERCIAL RAPHIC SCALE IN FEET Q > E PARCEL USE: MARKET 20 40 80 SHEET NUMBER o r G-203 a ~ DRAINAGE AREA SUMMARY DRAINAGE AREA LABEL +rJ+ ? 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 0.930 0.850 0.080 0.000 0.85 0.79 DA EXOFFSITE EX DI-2B 0.960 0.740 0.210 0.010 0.77 0.74 DA-EX97 97 0.920 0.000 0.780 0.140 0.33 0.30 PRE TOTAL 3.390 1.970 1.220 0.200 0.66 2.24 DA 99A 99A 0.410 0.260 0.150 0.000 0.70 0.29 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 0.570 0.470 0.100 0.000 0.80 0.46 DA-OFFSITE EX DI-213 0.370 0.300 0.070 0.000 0.80 0.29 DA-SHEETFLOW 1 0.060 0.000 0.060 0.000 0.35 0.02 DA-101 101 0.050 0.040 0.010 0.000 0.79 0.04 DA-101B 101B 0.070 0.070 0.000 0.000 0.90 0.06 DA-102 102 0.100 0.080 0.020 0.000 0.79 0.08 DA-110 110 0.230 0.150 0.080 0.000 0.71 0.16 DA-111 111 0.050 0.050 0.000 0.000 0.90 O.OS DA-112 112 0.340 0.310 0.030 0.000 0.85 0.29 DA-120 120 0.260 0.150 0.110 0.000 0.67 0.17 DA-CNPY 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 3.510 2.840 0.670 0.000_ 0.80 2.79 n In1R Tn 1nIA 10+00 T.-% e� I A I t 11 +00 12+00 460 460 O Na 0! LO o r-EXISTING z GRADE n 0f> N Z s> v) R Z \ \ \ 456 � 456 PROPOSED GRADE 452 452 STO MWATER DE NTION 448 37 i c nc 448 15" RCP 0 4.29% 444 444 N � It U-) * 10+00 10+75 RIM ELEV. 453.43 9' WEIR ELEV. 451.26 8" ORIFICE ELEV. 447.51 4" ORIFICE ELEV. 442.26 15" OUTLET PIPE ELEV. 442.26 SUMP ELEV. 440.76 460 456 102 TO 100B 00 0 - O Moa 0 C6 ao � * rn a'* � 460 a 0o EXISTING GRADE ? a z z �M» a o�z --O N > 0 o -- - z o'taNS ��� 0vir- iUi4 > _ _- 4�aa azzzp �F,zzzz 456 EX. 81 I(SEELISHEESING T CU-+601) EX. 8" GAS LIN 1 CPPSSING (SEE SHEET CU 501 452 a I452 rn 92 LF OF a 15" RCP ® 0.557 Ld 5. ® 2' S% 70 L 15" RCP ® 199q, 448 448 444 444 441 Li 441 00 O O00 07 00 c0 N N 00 (0 Lri 10+00 11+00 RIM ELEV. 453.43 9' WEIR WALL 4" ORIFICE ELEV. 451.26 ELEV. 442.26 8" ORIFICE ELEV. 447.51 15" RCP 18" RCP ELEV. 442.26 _ELEV. 442.26 ---- 4 . i < i. SUMP ELEV. 440.76 4.0' CONTROL STRUCTURE (100A) VDOT STORM DRAIN DESIGN CALCULATIONS - 10-YEAR STORM FROM POINT TO POINT DRAINAGE AREA RUNOFF COEFFICIENT CA inlet aaum IN LET TIME RAINFALL RUNOFF INVERT ELEVATIONS LENGTH SLOPE SIZE PIPE CAPACITY Q/Qr VELOCfTY FLOW TIME REMARKS upper end lower end incr accum acres C min in/hr Cis ft ft ft % in cis % fps min EX SMNL-3 STR 200 0.72 0.82 0.590 0.590 0.00 6.67 3.97 453.35 450.44 206 1.40% 15 7.68 52% 6.25 0.54 0.00 STR 201 STR 200 0.520 0.880 0.458 0.458 7.00 6.07 2.80 450.60 450.44 32 0.50% 15 4.57 61% 3.73 0.14 7.00 STR 200 EX SMNL-2 (N/A) (N/A) 0.000 1.048 0.00 6.00 6.34 450.44 450.30 16 0.90% 15 6.04 105% 5.01 0.05 7.23 SURCHARGED EX SMNL-2 EX SMNL-1 0.630 0.870 0.545 1.596 12.80 4.87 7.83 450.30 449.15 109 1.10% 15 6.63 118% 5.54 0.28 12.80 SURCHARGED STR 112 STR 111 0.340 0.890 0.303 0.303 5.00 6.67 2.03 446.08 445.91 34 0.50% 15 4.57 44% 3.73 0.16 5.00 STR 111 STR 110 0.050 0.950 0.048 0.350 5.00 6.61 2.33 445.81 445.65 32 0.50% 15 4.57 51% 3.73 0.14 5.16 STR 110 STR 100B 0.230 0.710 0.163 0.513 5.00 6.57 3.40 445.55 445.44 11 1.00% 15 6.31 54% 5.28 0.04 5.30 STR 100A STR 100 (N/A) (N/A) 0.000 0.000 0.00 6.67 5.89 442.26 438.48 56 6.70% 15 16.75 35% 13.66 0.08 0.00 STR 100 STR 99 (N/A) (N/A) 0.000 0.000 0.00 9.02 5.89 438.38 437.35 21 5.00% 15 14.43 41% 11.80 1 0.03 0.08 STR 99 STR 98 0.030 0.950 0.029 0.029 1 5.00 6.67 6.08 435.50 430.75 64 7.50% 15 17.64 34% 14.45 0.08 5.00 STR 98 STR 97 (N/A) (N/A) 0.000 0.029 0.00 6.64 6.08 426.62 422.81 51 7.50% 15 17.64 34% 14.45 0.07 5.08 STR 101E STR 101A 0.07 0.95 0.067 0.067 5.00 6.67 1.72 449.93 448.90 182 0.60% 15 4.85 35% 4.09 0.84 5.00 STR 102 STR 101 0.10 0.81 0.081 0.081 5.00 6.67 0.54 450.69 450.18 92 0.60% 15 4.79 11% 4.09 0.59 5.00 STR 101 STR 101A 0.05 0.81 0.041 0.122 5.00 6.47 0.79 450.08 448.90 48 2.50% 15 10.11 8% 8.35 0.16 5.59 STR 101A STR 100B (N/A) (N/A) 0.000 0.188 0.00 6.40 3.37 448.80 447.40 70 2.00% 15 9.11 37% 7.46 0.17 5.84 STR 120 STR SWM3 0.26 0.65 0.169 0.169 5.00 6.67 1.14 449.50 447.92 37 4.30% 15 13.37 9% 10.94 0.09 5.00 VDOT HYDRAULIC GRADE LINE CALCULATIONS - 10-YEAR STORM INLET 0.8D+ INV (OUT) ACTUAL OUTLET WSE DESIGN OUTLET WSE Do Qo Lo Sfo Ht JUNCTION LOSS FINAL H INLET WSE F/L ELEV Vo (8) Ho (9) Q1 (30) V; (11) Q;V; (12) 2 v '- Zg H; Angle Ho Ht Surface Runoff Factor? 1.3 Ht IS-1? 0.5 Ht (1) (2) (3) (4) (5) (6) (7) (13) (14) (15) (16) (17) (18) (19) (20) (21) EX SMNL-2 450.15 450.15 450.15 15 7.83 109 0.0147 1.60 5.54 0.12 6.34 5.01 31.75 0.39 0.14 0 0.00 0.26 YES 0.33 NO 0.33 1.93 452.08 453.59 STR 200 451.30 452.08 452.08 15 6.34 16 0.0096 0.15 5.01 0.10 3.97 6.25 24.79 0.61 0.21 90 0.42 0.73 NO 0.73 NO 0.73 1 0.89 1 452.97 454.64 STR 201 451.44 452.97 452.97 15 2.80 32 0.0019 0.06 3.73 0.05 0.00 0.00 0.00 0.00 0.00 0 0.00 0.05 YES 0.07 NO 0.07 0.13 453.10 453.71 EX SMNL-3 451.44 452.97 452.97 15 3.97 206 0.0038 0.78 6.25 0.15 0.00 0.00 0.00 0.00 0.00 0 0.00 0.15 YES 0.20 NO 0.20 0.98 453.95 457.29 STR 120 448.92 451.44 451.44 15 1.14 37 0.0003 0.01 10.94 0.47 0.00 0.00 0.00 0.00 0.00 0 0.00 0.47 YES 0.60 NO 0.60 0.62 452.06 454.77 STR 110 446.44 449.44 449.44 15 3.40 11 0.0028 0.03 5.28 0.11 2.33 3.73 8.70 0.22 0.08 15 0.04 0.22 YES 0.29 YES 0.15 0.18 449.62 453.37 STR 111 446.65 449.62 449.62 15 2.33 32 0.0013 0.04 3.73 0.05 2.03 3.73 7.58 0.22 0.08 60 0.12 0.25 YES 0.33 YES 0.16 0.20 449.82 450.55 STR 112 446.91 449.82 449.82 15 2.03 34 0.0010 0.03 3.73 0.05 0.00 0.00 0.00 0.00 0.00 0 0.00 0.05 YES 0.07 NO 0.07 0.10 449.93 451.96 STR 101A 448.40 449.44 449.44 15 3.37 70 0.0027 0.19 7.46 0.22 1.72 4.09 7.03 0.26 0.09 80 0.17 0.48 YES 0.62 YES 0.31 0.50 449.94 456.92 STR 101 449.90 449.94 449.94 15 0.79 48 0.0001 0.01 8.35 0.27 0.54 4.09 2.21 0.26 0.09 30 0.09 0.45 YES 0.59 YES 0.29 0.30 450.24 456.73 STR 102 451.18 450.24 451.18 15 0.54 92 0.0001 0.01 4.09 0.06 0.00 0.00 0.00 0.00 0.00 0 0.00 0.06 YES 0.08 NO 0.08 0.09 451.27 455.90 STR 101E 449.90 449.94 449.94 15 1.72 182 0.0007 0.13 4.09 0.06 0.00 0.00 0.00 0.00 0.00 0 0.00 0.06 YES 0.08 NO 0.08 0.21 450.16 455.39 STR 98 423.81 423.82 423.82 15 6.08 51 0.0089 0.45 14.45 0.81 6.08 14.45 87.88 3.24 1.14 20 0.81 2.76 NO 2.76 YES 1.38 1.83 425.65 436.53 STR 99 431.75 425.65 431.75 15 6.08 64 0.0089 0.56 14.45 0.81 5.89 11.80 69.51 2.16 0.76 40 0.93 2.50 NO 2.50 YES 1.25 1.81 433.56 443.98 STR 100 438.35 433.56 438.35 15 5.89 21 0.0083 0.17 11.80 0.54 5.89 13.66 80.47 2.90 1.01 40 1.25 2.80 NO 2.80 YES 1.40 1.57 439.92 445.45 STR 100A 439.48 439.92 439.92 15 5.89 56 0.0083 0.47 13.66 0.72 0.00 0.00 0.00 0.00 0.00 0 0.00 0.72 YES 0.94 YES 0.47 0.94 440.86 453.43 12+00 12+35 GRAPHIC SCALE IN FEET 0 15 30 60 HORIZONTAL 6 J Q U 1-- 3 > 1.5 112TO100B 460 I I 460 1 LO N 0 Nui'* 044 �i Or l�ln� o v .. O N � 0 It 456 Lo� N.. 0:izz --r f �»» 456 �zzzz �o 00 Lr) L6 O �?0 \ ;::izz \ 452 452 D sTIN PROPOS �J/' RIADE 448 GRADE n 448 34 LF OFJ `-11 LF OF 1" RCP 0 0.50% a 15" Rt P O 0.95% 444 N O 444 M PIPE 10 A TO 100 15" RCP CROSSING 15" RCP ® 0.50% 441 441 t0 � M N LO LO 10+00 11 -00 11+2 201 TO 200 460 _ 460 0 0 O Nc5 ao ao �Z o�Z EXISTING 0> 456 N o - GRADE N K 456 PROPOS D \ GRADE 452 I I I I 452 44$ Ll 15" RCP3 0.50% 1 448 N U-) 4 10+00 =I 10+5 99A TO EX. PIPE 452 452 0 0 cli rn� 0 M 448 a 448 rn EXISTING GRADE Y PROPOSED GRADE 444 444 CONTRACTOR TO REMOVE EXIS NG STRUCTURE AND EXTEN SED TRUCTURE 9 A. 15 LF OF 440 15" RCP 0 2.01% 440 0) r O SWM1 TO 97 O In In N a o g�M N� O 'r uj� LO 7Y� co" N 10 N M N a O m .. ?? O 't .. 456 rn�z - - - -0 00 z z \ CON OL STRUCTURE 452 \ �EXISTING GRACE PROPOS D GRADE \ \ M �m \ \ It NK)I a o n 448 ui .. .. TORMWATER PI 1 TO 111 1 " RCP \ off» �r DETENTION C SING \ ��99 zo \ 4 a \ 444 Uj N rp M \ \ � p p 7y h yt. ROA r 0, - 440 6, 29 LF 0 18" RCP 0 2.60% 19 LF OF 18" RCP 0 2.60% 20 LF F 15 RCP 0 5.00 436 4 424 4201 416 415 10+00 10+50 460 1 456 452 1 EZD= 444 \ N \, LO [ov 440 \ Iri `oar \ 4-?0 '0:�» 436 \ j 0 \\ % 432 \ � O CV \ r, a \ vZ \\ 428 ±54" RCP «z� 420 1 416 415 rn 00 LO� I It 12-F 12+7 O M N M N Lz> O coLU O Z O O U= N � U DO o NE n U Q Z ooco ZN O = a I I z�ow of5 N J 0 z O a N N � J o} N N �LO M O LO H O�y, r RYA PERKINS Do, Lla. No. 046565 ;dpo OZ/09/ZOZ3,� jONAL O O r n r Lij O N =n H '�' Cn m > d LO 0 M Q 11 m m a CD w o z z Y _ N CD 3 V 1 O ¢ U) ¢ w Ul O O U 1..� U) W 06 Z Q W J J LL 0 j U 0 Z W i C N W Q W z W W U O r ^� U W V J O_ Q W m J Q SHEET NUMBER CG-501 v; w 0 O N N Q C O C O T v Y 0 T 0 0 3 N 0 N 0 ° Q ° 0 0 T E a ° 0 0 a ° 3C D � � C J O O Y 1 `o Y � W ° Q C Y 3 n 0 5 U 3 n I " E m u m� L N m y c O 0 0 �N m nN a c o �a �E �o 0 TO V N m Y' N 0 0 I ° _ n m � n N � o 0 3 O C - m S L ° I 3 to n o h w v � u J � I � Y o a Y � n w >_ U N O (1 n N m V O J T c y o C � V m 30 N c L ,N_ O 3 9) L ° n � m L N N n o Q C W E Y W c Q C N Y ° C V r n n I c :7 :J N N c o N O � J � N N O � L U y c 0 n a N C N O L U n N 5 c m 5 � 3 s 0 0 J y E In 0 O o so 0r A COUNTY OF ALBEMARLE Department of Community Development DrAV1N1P Construction Record Drawings (As -built) for VSMP The following is a list of information required on construction record drawings for stormwater facilities (reference Water Protection Ordinance 17-422). It is preferable that the construction record drawing be prepared by someone other than the designer. Please do not provide design drawings as construction record drawings. A. A signed and dated professional seal of the preparing engineer or surveyor. B. The name and address of the firm and individual preparing the drawings on the title sheet. C. The constructed location of all items associated with each facility, and the inspection records to verify proper dimensions, materials and installation. The items include, but are not limited to the following: 1. Inspection Records and photographs for pipe trenches and bedding, including underdrains. 2. Video Pipe Inspection for any pipes which are not accessible or viewable. 3. Updated Location with geo-coordinates of all facilities. 4. Verified Drainage Area maps for the drainage area treated, and for drainage to the facilities. 5. Current physical and topographic survey for all earthen structures. Ponds should include a survey of the pond bottom. Surveys should verify pond volumes are per design. Corrections may be required for alterations from the design. 6. Plants, location and type. 7. Plans and profiles for all culverts, Pipes, Risers, Weirs and Drainage Structures - Display the installed type of drainage structures, culvert/pipe size, weirs, materials, inlets or end treatment(s), inlet and outlet protection, alignment and invert elevations compared to design. 8. Computations: For significant deviations from design, provide sealed computations verifying that the as -built condition is equivalent or better than design. 9. Ditch Lines - Display the constructed location of all ditch lines and channels, including typical sections and linings. 10. Easements - Show all platted easements with dead book references labeled. Facilities and drainage must be within platted easements. Provide copies of recorded documents. 11. Guardrail, fences or other safety provisions - Display the constructed location of all safety provisions; fences, guardrail, including the type, length and applied end treatments, compared to design. 12. Material layers - biofilter media, stone layers, sand layers, keyways and cores must be verified as to material types and depths. Include inspection reports, boring or test pit reports and materials certifications. Biofilter media must be an approved state mix. 13. Access roads - show location of access roads, surface treatment, drainage, etc, as applicable. 14. Compaction reports are required to verify fill compaction in dams. 15. Manufacturers certifications for proprietary BMP's certifying proper installation and functioning. 4 GRATETYPE: HEEL PROOF LONGITUDINAL DUCTILE IRON MEETING ADA REQUIREMENTS (GHPDE) Grate mla wn Hardware w Q 0 - Ri er MATERIALS'" Concrete Pipe Division 1n z STC 4501 Precast Concrete Stormceptor o (450 U.S. Gallon Capacity) 01 _ Cover and Grate 5" Grade Adjusters To Suit Finished Grade z 24" 8" 4 6" 4"0 PVC Pipe Min.15" High 1114" Cap I 9w T1 T 1711 1611 I 12"0Inlet 4"0Outlet Down Pipe Riser Pipe (Removable) 48"0 A n a Q <' Section Thru Chamber a Varies To Match Grade 6lY' __ Min. *Inlet 5" * If Required 0 M N M N L �Q Z� O No LLJZ Qo 4"0 Oil Port o 0 DO CD U See Note 2 ^ ¢ o n Of 4"0 Outlet U �� o o o Z N r9 = Riser Pipe I I Z l.- 0 Y of D DO J 0 N z 0 --- �� �� a- N I Outlet -_-_- N oLO II N a V to 0 a. N 4 e Insert Tee Here (Tee Opening to Face Side Wall) Plan View Notes: 1. The Use Of Flexible Connection is Recommended at The Inlet and Outlet Where Applicable. 2. The Cover Should be Positioned Over The Inlet Drop Pipe and The Oil 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 E1) End Outlet (2", 3'14 V NH) m Bottooutlet N (2", ta4",6" IQ Retch shallow lnvwless M"�" [Imp m Max.Maa. Flow Rate gels Grab) xamOw Inches met Intlwa met GPM UPS CFS We, Xp Bon i.50 89 4.10 IN 0 6 0.207 14 62 8602 4,10 104 4.70 119 122 8 0.272 15 68 8603 470 119 530 135 152 10 0.339 16 74 9603N 530 135 5.30 135 - - - 17 7.7 8604 530 135 5.90 150 183 12 0.408 18 83 No 590 I50 650 465 214 14 0.477 20 69 8606 650 165 7.10 180 245 16 0.546 21 95 860 710 180 7.10 180 22 10.0 sm 7.10 180 7,70 196 276 17 0615 23 10.6 0608 770 1M 8.30 211 308 19 beat 25 11.2 am 830 211 8.90 226 339 21 0.755 26 118 Mail 690 225 9.50 241 371 23 0.827 27 174 8611 950 241 10.10 257 403 26 0.89B 29 130 0612 1010 29 1070 272 435 28 0.969 $0 136 02N 1070 272 1070 272 30 136 8613 1070 272 11.30 287 467 30 1,041 31 142 ill 1130 287 11.90 302 498 32 1.11D 33 148 805 1190 302 12,50 318 00 34 1.181 34 154 Z886 System Profile Z886 Applications Highways Industrial Parks Driveways Chemical Plants Kitchens Food Processing Pools Shopping Malls Parking Lots Industrial Plants Gas Stations Pharmaceuticals Airports Arnwrim nt Parks Airplane Hangars f/Sf8R3tt011 $pBdltcaffon I.6-,74"-1z- 1 4 1 MPD'S BIT. PVMT 8kn Thickness 4" Throat 16" Overall Width 7 "J� I RYA PERKINS LIC. No. 046565 02/O3/Z0Z3 Rinker027 LJJ 0 Cn 0 00 Cn > 'm a oM CD a o m 0 Q Y NO W ¢ z N z ¢ W Y w Features and Benefits • 80" Modular Channel Sections with 20" Grates • .75% Built -In Slope - Handles greater flows, uniform slope. • Badiusetl Bottom - Better Bow rate, less solids build-up. • Smooth High Density Polyethylene Stn ctuml Composite Manor- 01Y water absorotion. 5 • Durable and Lightweight - Strong corrosion -resistant material. • Eats Long Runs - Sidewall extensions allow presloperuns longer than 120 feet. • Variety or Gratings • Grate Options -Available in H-20, FAA, ADA. See pages 22-23. GRATE TYPE: HEEL PROOF LONGITUDINAL DUCTILE IRON MEETING ADA REQUIREMENTS (GHPDE) Z886 System Highlights y Integral Mechwucal Oaedap DDtionaI HlD Fmme 90° XTea Rebar Gips covion Assemdy Fabrication Fabication Engineering SpebiNeal Channels shall be 80" long, 6" wide, and have a 4" wide throat. Modular channel sections shall be made of High Density Polyethylene (HOPE), have interlocking ends, and radiused bottom. Channel shall be provided ether flat (neutral) or with a .75% bui0-in slope. Channels shall be available with inverts ranging from 3.5" to 12.50". Channels shall have clips molded into the sides of the channel to accommodate vertical tabor for positioning and anchoring purposes. Choice of class A, 8, C, D, E, and F grates shall be available with H-20 and/or FAA load ratings and/or ADA compliance with mechanical lockdown devices. End caps and catch basins shall be available to complement the channels and grates. End outlets, bottom outlets, and side outlets shall be available In 2", 3", 4", and 6" diameters. Trench drain shall be Ro-Thru model Z886. 120'(39.62 m) 3.5"(88.9 mm) 1 8601 1 8602 1 8603 8603N 1 8604 8605 8606 8606N 8607 8608 8609 1 8610 8611 1 8612 8612N 8613 8614 8615 F_ 12.5" (317.5 met) i 0 0� Z tll N W W z W W o O r� U W V J Q W m J Q SHEET NUMBER CG-502 C } m re N O_ W N Y, Q Q T' C O C O T W E Y O T (n d ° z _ Q r 1-YEAR STORMWATER MANAGEMENT ROUTING SUMMARY w XI 0 N O C 0 o O N z Q v 0 L O o M N I r7 N Q 7 E z> H Y Of O O W� w o Q� 0 O=Nro� 0 H 0 U) W O Q I z O O r) 0 Of Z 00 QD O_ Y Q c0 W C W } < O Z~ O W Q Y7 N J � °o u) LO O o � W W J Df �■ a Y N O J N ._ O O� U o NQ y f� 0 3 L0 N M y O C E ILLLN O O O t] � Q re y H O+y, A C O L /^\ C U � C O) ° r RYA PERKINS y c 046565 ° o a IC. o. N ANE �Q ll o V o jONAL 0 I w o U O N 0 0f (n of S -° -O W O ON (n 0 0 1 LO H\ < m } n Q m 9cL] a a- r) D O Q O m O Q w o S CN cz_7 3 U 0 3 1' 0 Q Vl Q w N +- (U/l w0 U U ._ f7 S S 1 3 UI o _U �N u 1..� Y O C o W /'� L re a- N 0 O aI I I W n V " o a a N M m N y 0 N O ro N c L 0 O� 3 0 L C N 0 W � ~m O r w O u l 'L w m Of m U o Z_ ~ C 0 N O E o ` 0 W C F ._ Q C o 0 O C H V) M r 7 L I i 1 1n ,v. L.I.J c U U y m T C d V ° J � N N Z O L U I Y° 1 1 1 W D y ~ LL I N a a] ° Z W O Z U O O � O U C m 5 � W � 3 J U) N Q S - � G ° O Ld U m C Q N m D SHEET NUMBER r G-503 a ~ Wawa -Greenbrier HydroCAD Wawa -Greenbrier HydroCAD Type ))24hr 1-YR Rainfall=2.98" Wawa -Greenbrier HydroCAD Type ))24hr 1-YR Rainfall=2.98" Wawa -Greenbrier Hydro CAD Type ))24hr 1-YR Rainfall=2.98" Prepared by Kimley-Horn Printed 4/1/2022 Prepared by Kimley-Hom Printed 4/1/2022 Prepared by Kimley-Hom Printed 4/1/2022 Prepared by Kimley-Hom Printed 4/1/2022 HydroCAD®10.10-5a s/n 09843 ®2020 HydroCAD Software Solutions LLC Page 2 HydroCAD®10.10-5a s/n 09843 ®2020 HydroCAD Software Solutions LLC Page 3 HydroCAD®10.10-5a s/n 09843 ®2020 HydroCAD Software Solutions LLC Page 4 HydroCAD®10.10-5a sin 09843 ®2020 HydroCAD Software Solutions LLC Page 5 Rainfall Events Listing (selected events) Summary for Subcatchment 1S: PRE (TOTAL) Summary for Subcatchment 3S: POST (DETAINED) Summary for Subcatchment 4S: POST (BYPASS) Eventlf Event Storm Type Curve Mode Duration B/B Depth AMC Runoff = 3.15 cfs @ 11.96 hrs, Volume= 6,250 cF, Depth= 1.72" Runoff = 5.18 cfs @ 12.00 hrs, Volume= 12,701 cF, Depth= 2.43" Runoff = 0.15 cfs @ 11.97 hrs, Volume= 299 cF, Depth= 0.75" Name (hours) (inches) 1 1-YR Type II 24-hr Default 24.00 1 2.98 2 2 10-YR Type II 24-hr Default 24.00 1 5.44 2 Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-40.00 hrs, dt= 0.01 hrs Type II 24hr 1-YR Rainfall=2.98" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-40.00 hrs, dt= 0.01 hrs Type II 24hr 1-YR Rainfall=2.98" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-40.00 hrs, dt= 0.01 hrs Type II 24hr 1-YR Rainfall=2.98" Area (ac) CN Description Area (ac) CN Description Area (ac) CN Description 1.000 87 1.440 95 0.110 71 1.000 100.00°k Pervious Area To Length Slope Velocity Capacity Description 1.440 100.00°k Pervious Area To Length Slope Velocity Capacity Description 0.110 100.00%Pervious Area Tc Length Slope Velocity Capacity Description �7 YJ (min) (feet) (fVk) (ft/sec) (cfs) (min) (feet) (fUk) (k/sec) (cfs) (min) (feet) (fUft) (k/sec) (cfs) 5.0 Direct Entry, 9.0 Direct Entry, 5.0 Direct Entry, PRE (TOTAL) POST (D TAINED) POST( YPASS) Subcatchment iS: PRE (TOTAL) Subcatchment 3S: POST (DETAINED) Subcatchment 4S: POST (BYPASS) Hydrogreph Hydrogreph Hydr87 ogreph ■ Runo9 ■ RunAR g,, ■ RunAB o.i A15 tle f I I I o.i °.+ P-YR Rainfall=2.9 " 15P 1 � 0.1 °,,, °' Hoff Area= off Volu .1 0 e , � in 11211 n SWM � 9. A.o.m 2 COMBINED ' 0, ' o. 0.01 0 1 2 9 4 6 B] 8 9 1011121314151fi 1]1819202122232A 252fi 2]2829303132333639383]303940 Time (hours) 0 1 2 9 4 5 fi] 8 9 1011121314151fi 1]1819202122232A Z52B 2]282930313233363fi 383]303940 Time (hours) 0 1 2 9 4 fi e] B 9101112191416181]18192021222324262°2]20283091323330359fi 9]38394° TIm4 (hours) Subcat Reach on Link Routing Diagram for Wawa -Greenbrier HydroCAD Prepared by Kimley-Hom, Pdnted 4/1/2022 H1droCAD®10.10.5a s/n 09943 ®2020 HytlrOCAD Soflvare SAIWare LLC Wawa -Greenbrier HydroCAD Type ))24hr 1-YR RainfalF-2.98" Wawa -Greenbrier HydroCAD Type ))24hr 1-YR RainfalF-2.98" Wawa -Greenbrier HydroCAD Type ))24hr 1-YR RainfalF-2.98" Wawa -Greenbrier HydroCAD Type II 24hr 1-YR RainfalF-2.98" Wawa -Greenbrier HydroCAD Type ))24hr 1-YR RainfalF-2.98" Prepared by Kimley-Hom Printed 4/1/2022 Prepared by Kimley-Horn Printed 4/1/2022 Prepared by Kimley-Hom Printed 4/1/2022 Prepared by Kimley-Hom Printed 4/1/2022 Prepared by Kimley-Hom Printed 4/1/2022 HydroCAD®10.10-Sa sin 09843 ®2020 HydroCAD Software Solutions LLC Page 6 HydroCAD®10.10-Sa s/n 09843 ®2020 HydroCAD Software Solutions LLC Page 7 HydroCAD®10.10-Sa sin 09843 ®2020 HydroCAD Software Solutions LLC Page 8 HydroCAD®10.10-Sa sin 09843 ©2020 HydroCAD Software Solutions LLC Pace 9 HydroCAD®10.10-Sa s/n 09843 ©2020 HydroCAD Software Solutions LLC Page 10 Summary for Pond 15P: SWM frfmary OutFlow Max=1.13 cis Q 12.21 hrs HW=447.72' TW�42.10' (Fixed TW Elev= 442.10') Stage -Discharge for Pond 15P: SWM Stage -Area -Storage for Pond 15P: SWM Summary for Link SL: COMBINED Inflow Area = 82,726 sf, 0.00% Impervious, Inflow Depth = 2.43" for 1-YR evert Inflow = 5.18 cis Q 12.00 hrs, Volume= 12,701 of Outflow = 1.13 cfs Q 12.21 hrs, Volume= 12,701 cf, Atten= 78%, Lag= 12.4 min Primary = 1.13 cis � 12.21 hrs, Volume= 12,701 cf Routing by Stor-Ind method, Time Span= 0.00-40.00 hre, dt= 0.01 hre Peak Elev= 447.72' � 12.21 hrs Surf.Area= 968 sf Storage= 4,046 cf `� =Culvert (Passes 1.13 cfs of 10.26 cis potential flow) r2=OrificelGrate (Orifice Controls 0.97 cfs @ 11.08 fps) �3=0rificelGrate (Orifice Controls 0.16 cis @ 1.59 fps) ���444444------Sharp-Crested Rectangular Weir (Controls 0.00 cfs) Pond 15P: SWM Hyarograprt Elevation Primary (feet) (cfs) 442.26 0.00 442.31 0.01 442.36 0.02 442.41 0.05 442.46 0.08 442s1 0.12 Elevation Primary (feeU (cfs) Elevation Primary (feet) (cfs) Elevation Primary (feet) (CIS) a5o.o6 3.67 450.11 3.70 450.16 3.73 450.21 3.76 450.26 3.79 450.31 3.82 Elevation Storage (feet) (cubio-fee0 442.26 0 442.38 0 442.46 0 442.56 1 442.66 2 442.78 4 Elevation Storage (feet) (culxatee0 447.46 3,807 447.56 3,899 447.66 3,891 447.76 4,063 447.86 4,175 447.96 4,266 Inflow Area = 67,518 sf, 0.00% Impervious, Inflow Depth = 2.31" for 1-YR evert Inflow = 1.16 cis Q 12.21 hrs, Volume= 13,000 of Primary = 1.16 cis Q 12.21 hrs, Volume= 13,000 d, Atten= 0%, Lag= 0.0 min Primary outflow = Inflow, Time Span= 0.00-40.00 hrs, dt= 0.01 hrs Link 6L: COMBINED 444.86 0.66 444.91 0.66 444.96 0.67 445.01 O.fiB 445.06 0.68 44s.11 0.69 447.46 0.s4 447.51 0.95 447.56 0.96 447.61 1.00 447.66 1.05 447.71 1.11 Plug -Flow detention time= 28.2 min Calculated for 12,698 d(100% of inflow) Center -of -Mass det. three: 28.1 min (810.8 - 782.6) Volume Invert Avail.Storage Storage Description 442.56 0.15 442.81 0.18 g42.68 0.20 442.71 0.22 442.78 0.24 442.81 0.26 442.88 0.28 442.91 0.29 442.96 0.31 443.01 0.32 443.06 0.33 443.11 0.35 443.18 0.38 445.16 0.69 445.21 0.70 445.28 0.71 445.31 0.71 445.38 0.72 445.41 0.73 445.46 0.73 445.51 0.74 445.56 0.74 445.81 0.75 445.66 0.76 445.71 0.76 445.78 0.77 447.76 1.19 447.81 1.28 447.88 1.37 447.91 1.47 447.98 1.58 448.01 1.69 448.06 1.79 448.11 1.89 448.16 1.97 448.21 2.04 448.26 2.11 448.31 2.18 448.36 2.24 450.38 3.88 450.41 3.89 450.46 3.91 450.51 3.94 450.58 3.97 450.61 4.00 450.88 4.03 450.71 4.08 450.76 4.09 450.81 4.12 450.86 4.14 450.91 4.17 450.96 4.20 442.88 6 442.98 8 443.08 11 443.16 15 443.28 18 443.36 23 443.48 27 443.56 87 443.66 183 443.78 280 443.86 375 443.96 471 444.08 566 448.06 4,359 448.16 4,451 448.28 4,543 448.36 4,636 448.48 4,729 448.56 4,823 448.fi6 4,918 448.78 5,016 448.86 5,116 448.98 5,218 449.06 5,322 449.16 5,428 449.28 5,537 ��� ,.,.,. ■I"now ■Primary t.e". ,.,am I r f � I"flOW ■Primary #1 442.26' 58 of 15.0" Round Pipe Storage L= 47.5' S= 0.0260T #2 443.50' 6,400 Cf Custom Stage Data (Prismatic) Listed below (Recalc) 6,737 of Overall x 95.0°/A Voids #3 447.92' 45 cf 15.0" Round Pipe Storage L= 38.9' S= 0.0429 'f #4 445.44' 26 of 15.0" Round Pipe Storage t r , f L= 21.0' S= 0.0050 'P 443.21 0.37 445.81 0.77 448.41 2.30 451.01 4.23 444.16 660 449.36 5,648 � A. #5 445.65' 39 cf 15.0" Round Pipe Storage 443.28 0.38 445.88 0.78 448.48 2.38 451.08 4.25 444.28 754 449.48 5,781 a L= 32.0' S= 0.0050 'P 443.31 0.39 445.91 0.78 448.51 2.42 451.11 4.28 444.36 847 449.56 5,876 #6 445.91' 42 cf 15.0" Round Pipe Storage 443.36 0.41 445.96 0.79 448.56 2.47 451.16 4.31 444.46 940 449.66 5,992 L=34.0' S=0.0050 'f #7 448.44' 88 of 15.0" Round Pipe Storage L=72.0' 5=0.0050 'P #8 448.90' 223 of 15.0" Round Pipe Storage L= 182.0' S= 0.0061 '/' #9 448.90' 59 cf 15.0" Round Pipe Storage L=48.0' 5=0.0245'r , 0 1 z 3 4 e 6 ] 8 9 +0+++2+s+a+stelTte tezoz1 zz 23z42s 2sz]zazeso9+szas s4363e s7 se3a ao n„� tti°Are) 443.41 0.42 443.46 0.43 443.51 0.44 443.56 0.45 443.61 0.46 443.68 0.47 443.71 0.48 443.76 0.49 446.01 0.80 446.06 0.80 446.11 0.81 446.16 0.81 446.21 0.82 446.26 0.82 446.31 0.83 446.38 0.83 448.61 2.53 448.66 2.58 448.71 2.63 448.76 2.68 448.81 2.72 448.86 2.77 448.91 2.81 448.96 2.86 451.21 4.33 451.26 4.36 451.31 4.53 451.36 4.82 4s1.41 5.19 451.48 5.82 451.51 6.10 451.5fi 6.83 444.56 1,033 444.66 1,125 444.76 1,217 444.86 1,309 444.96 1,401 445.08 1,493 445.16 1,585 445.26 1,877 449.76 6,109 449.86 6,226 449.96 6,344 450.06 6,461 450.16 6,579 450.28 8,695 450.36 6,810 450.46 6,923 0 + z 3 a B s ] e 9 +o+++z 1314151en1s+e zoz+zz z3za zB ZBz]ze ze3o s�3z 93343s3B s]aes9 a° Time (haura) #10 450.18' 113 of 15.0" Round Pipe Storage 443.81 0.49 446.41 0.84 449.01 2.90 451.61 7.20 445.36 1,769 450.56 6,945 L=92.0' 5=0.0055'r 443.88 0.50 443.91 0.51 443.96 0.52 446.46 0.84 446.51 0.85 446.56 0.85 449.06 2.94 449.11 2.99 449.16 3.03 4s1.66 7.81 451.71 8.45 4s1.76 9.12 445.46 1,861 445.58 1,953 445.66 2,047 450.66 6,965 450.78 6,985 450.86 7,004 7,094 of Total Available Storage Elevation Surf.Area Inc.Store Cum.Store (feet) (sq-ft) (cubic -feet) (cubicf 444.01 0.53 44fi.81 0.86 449.21 3.07 451.81 9.83 445.78 2,141 450.98 7,021 0 3 H Of O a w 0 z 0 O Of 0) N 'o M N 0 N C } m N N O_ W N Q Q T) C O C O T W E Y O T V) d ° Z Q r 10-YEAR STORMWATER MANAGEMENT ROUTING SUMMARY w 3 0 N O Wawa - Greenbrier HydroCAD Type 1124-hr 10-YR Rainfall=5.44" Wawa - Greenbrier HydroCAD Type 1124-hr 10-YR Rainfall-5.44" Wawa - Greenbrier HydroCAD Type 1124-hr 10-YR Rainfall=5.44" Wawa - Greenbrier HydroCAD Type 1124-hr 10-YR Rainfall=5.44" e; Prepared by Kimley-Horn Printed 4/1/2022 Prepared by Kimley-Horn Printed 4/1/2022 Prepared by Kimley-Horn Printed 4/1/2022 Prepared by Kimley-Hom Printed 4/1/2022 HydroCAD010.10-5a s/n 09843 @ 2020 HydroCAD Software Solutions LLC Page 11 HydmCAD4910.10-5a s/n 09843 @ 2020 HydroCAD Software Solutions LLC Page 12 HydroCAD@ 10.10-5a s/n 09843 @ 2020 HydroCAD Software Solutions LLC Page 13 HydroCADO 10.10-5a s/n 09843 @ 2020 HydroCAD Software Solutions LLC Page 14 ° Summary for Subcatchment 1S: PRE (TOTAL) Summary for Subcatchment 3S: POST (DETAINED) Summary for Subcatchment 4S: POST (BYPASS) Summary for Pond 15P: SWM z N a Runoff = 6.98 ds @ 11.96 hre, Volume= 14,460 d, Depth= 3.98" Runoff = 9.92 ds @ 12.00 hre, Volume= 25,382 d, Depth= 4.86" Runoff = 0.50 ds @ 11.96 hre, Volume= 980 d, Depth= 2.45" Inflow Area = 82,726 sf, 0.00% Impervious, Inflow Depfh = 4.86" for 10-1'R event � c Inflow = 9.92 cis @ 12.00 hire, Volume= 25,382 of ° Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-40.00 hire, dt= 0.01 hire Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-40.00 hire, dt= 0.01 hrs Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Si 0.00-40.00 hire, dt= 0.01 hire Outflow = 5.89 cfs @ 12.10 his, Volume= 25,382 cf, Atten= 41%, Lag= 5.9 min E Type II 24-hr 10-YR Rainfa11=5.44" Type II 24-hr 10-YR Rainfa11=5.44" Type II 24-hr 10-YR Rainfa11=5.44" Primary = 5.89 ds @ 12.10 Ohm, Volume= 25,382 d r ) o N Area (al CN Description Area (al CN Description Area (al CN Description Routing by Stor-Ind method, Time Si 0.00-40.00 hrs, dt= 0.01 hire N w Peak Elev= 451.49' @ 12.10 hrs Surf.Area= 1,040 sf Storage= 7,081 d U 1.000 87 1.440 95 0.110 71 E r T L+ 1S Plug -Flow detention time= 24.8 min calculated for 25,375 d (100% of inflow) Center -of -Mass det. time= 24.8 min ( 789.9 - 765.2) Q Z> V)p 1.000 100.00% Pervious Area To Length Sloe Velocity Capacity Description 9 P P tY9 1.440 100.00% Pervious Area Tc Len th Sloe Velocity Capacity Description P P h9 0.110 100.00% Pervious Area Tc Len th Sloe Velocity Capacity Description P P s)O 3S 4S (min) (feet) (ft/ft) (ft/sec) c) (ds) (min) (feet) (ft/ft) (ft/sec) (ds) c) (min) (feet) (ft/ft) (ft/sec) (ds) c) IwZ I- 5.0 Direct Entry, 9.0 Direct Entry, 5.0 Direct Entry, 0 Volume Invert Avail.St Storage Description Q � 58 cf #1 442.26' 58 d 15.0" Round Pipe Storage U = N g a ° PRE (TOTAL) POST (D TAINED) POST( YPASS) Subcatchment 1S: PRE (TOTAL) Subcatchment 3S: POST (DETAINED) Subcatchment 4S: POST (BYPASS) L= 47.5' S= 0.0260 'P #z 443.50• 6,400d custom Stage Data (Prismatic) Listed below(Recalc) V O 00 O U)IX n o Hydrograph Hydrograph Hydrograph 6,737 d Overall x 95.0% Voids Q #3 447.92' 45 d 15.0" Round Pipe Storege o O O r O 0. ■ RunoB ■Runoff ++ ■Runoff L= 36.9' S= 0.0429 'P ^ Z N co = #4 445.44' 26 d 15.0" Round Pipe Storage Q em +° awm c o 7 el -hr I ° 1 r L=21.0' S=0.0050'P - R i a I _ 10-YR Rainfall=5.44" o #s 44s.ss 3sd 15.0" Round Pipe Storage ON m 0 - 15P 1. 0 c f e noff Ara Volume=25,382 0. _ u off Are -0.1 10 #6 445.91' 42 d 15.0" Round Pi Storage 9 �1l 1 I- 1. I I I e cf 0. #7 448.44' 88 d 15.0" Round Pipe ♦■/ W W Q „ f f V Storage = e noff Depth=4.86" a L=72.0' s=0.0050'P tl_■ a ' GI V L SWM 4 n e n 0. #8 448.90' 223 d 15.0" Round Pipe Storage L= 182.0' S= 0.0061 T Y U) 3 _- 7 #9 448.W 59d 15.0" Round Pipe Storage N 4 ° >_ L= 48.0' S= 0.0245 T O 3 0.+ s COMBINED #10 450.18' 113d 15.0" Round Pipe Storage NQ L=sz.a' s=o.00ss'P °pL0 3 2 °'+ 7.094 d Total Available Storage 1 � . 0. Elevation Surf.Area Inc.Store Cum.StoreILIP, M o E ° (feet) (sq-ft) (cubic -feet) (cubic -feet N 7 ° 0 1 2 3 4 5 6 7 8 9 1011121314151617181920212223NM2627MNW3132333r353837383940 0 1 2 3 4 5 6 7 8 910111213141516171819 20212223242526272829303132333435W37383940 0 1 2 3 4 5 6 7 a 9 lo1112l3l41516+7l819202122232A2526272829W3lU33UM3637MN40 443.50 968 0 0 Time (hours) Time bourn) Time (hours) -0o 450.46 968 6,737 6,737 m Y Device Routing Invert Outlet Devices TH #1 Primary 442.26' 15.0" Round Culvert L= 51 Ke= 0.900 C DIA oInlet/S� v Inlel / Outlet Invert= 442.26' / 438.47' S= 0.0673'P Cc= 0.900 Flow Area= 1.23 sf T c 4 #2 Device 1 442.26' .0" Vert. Orifice/Grate C= 0.600 Limited to weir Flow at low heads Vert. 4 #3 Device 1 447.50' 8.0" Vert. Orifice/Grate C= 0.600 Limited to weir Flow at low heads .IY � #4 Device 1 451.26' 4.0• long Sharp -Crested Rectangular Weir 2 End Contrection(s) V RYA . PERKINS n Subcat Reach on Link Routing Dlagramfor Wawa -Greenbrier HydroCAD O ❑ LIC. No. 046565 o 0 Prepared by Kimley-Hom. Printed 4/1/2022 H)droCAD®10.10.5r sIby Klml®2020HydroCAD5o8ware Sdutlam LLC E Z V j�NAL 0 U N O Wawa - Greenbrier HydroCAD Type 1124-hr 10-YR Rainfall=5.44" Wawa - Greenbrier HydroCAD Type 1124-hr 10-YR Rainfall-5.44" Wawa - Greenbrier HydroCAD Type 1124-hr 10-YR Rainfall-5.44" Wawa - Greenbrier HydroCAD Type // 24-hr 10-YR Rainil ll-5.44" w O 0 O w N = :n a Prepared by Kimley-Hom Printed 4/1/2022 Prepared by Kimley-Hom Printed 4/1/2022 Prepared by Kimley-Horn Printed 4/1/2022 Prepared by Kimley-Hom Printed 4/1/2022 In o Q o m m HydroCAD@ 10.10-5a s/n 09843 @ 202O HydroCAD Software Solutions LLC Palos 15 HydroCAD@ 10.10-5a s/n 09843 @ 2020 HydroCAD Software Solutions LLC Pete 16 HydroCAD@ 10.10-5a s/n 09843 @ 2020 HydroCAD Software Solutions LLC Page 17 roCAD@ Hyd10.10-5a s/n 09843 @ 2020 HydroCAD Software Solutions LLC Page 18 a- I`) O m o 2 Q \ z Y 0 Stage -Discharge for Pond 15P: SWM Stage -Area -Storage for Pond 15P: SWM Summary for Link 6L: COMBINED = N 0 z 3 U 3 rimary OutFlow Max-5.77 cfs @ 12.10 1HW-451.48' � TW42.10' (Fixed TW Elel 442.10') Y O ¢ v) a w „ =Culvert (Passes 5.77 cis of 13.67 ds potential flow) Elevation Primary Elevation Primary Elevation Primary Elevation Primary Elevation Storage Elevation Storage Inflow Area = 67,518 elf, 0.00% Impervious, Inflow Depth = 4.69" for 10-YR event o 1 o 1 U 2-Orifrce/Grate (Orifice Controls 1.26 cis @ 14.48 fps) (feet) (cis) (feet) (cfs) (feet) (cis) (feet) (cis) (feet) (cubic -fast) (feet) (cubic -feet) Inflow = 6.00 cis @ 12.10 hrs, Volume= 26,362 d 3=Orifice/Grate (Orifice Controls 3.21 cis @ 9.19 fps) 442.26 0.00 444.86 0.66 447.46 0.94 450.06 3.67 442.26 0 447.46 3,807 Primary = 6.00 Cfs @ 12.10 hrs, Volume= 26,362 dn= , Atte0%, Lag= 0.0 min 3 -Sharp-Crested Rectangular Weir (Weir Controls 1.29 cis @ 1.52 fps) 442.31 0.01 444.91 0.66 447.51 0.95 450.11 3.70 442.36 0 447.56 3,899 442.36 0.02 444.96 0.67 447.56 0.96 450.16 3.73 442.46 0 447.66 3,991 Primary outflow = Inflow, Time Span= 0.00-40.00 hrs, dt= 0.01 hrs o Pond 15P: SWM 442.41 0.05 445.01 0.68 447.61 1.00 450.21 3.76 442.56 1 447.76 4,083 442.46 0.08 445.06 0.68 447.66 1.05 450.26 3.79 442.66 2 447.86 4,175 Hydrograprr 442.51 0.12 445.11 0.69 447.71 1.11 450.31 3.82 442.76 4 447.96 4,266 Link 6L: COMBINED `v ■ 442.61 442.66 0.18 445.21 0.20 445.26 0.70 447.71 0.71 447.81 1.28 1.37 450.36 450.46 3.88 3.91 442.86 6 448.08 443.06 8 448.26 4,359 4,451 ttYdrWR1Ph ° � 11 ■Primary =2 442.88 442.71 0.20 445.28 0.22 445.31 0.71 447.86 0.71 447.91 1.37 1.47 450.46 450.51 3.91 3.94 443.06 11 448.28 443.16 15 448.36 4,543 4,636 � iss, IL►` 0 10 ' 442.76 0.24 445.36 0.72 447.96 1.58 450.56 3.97 443.26 18 448.46 4,729 m ■Primary ems 1 f O W 0 2 e eF 442.81 442.86 0.26 445.41 0.28 445.46 0.73 448.01 0.73 448.06 1.69 1.79 450.61 450.66 4.00 4.03 443.36 23 448.56 443.46 27 448.66 4,823 4,918 , 442.91 0.29 445.51 0.74 448.11 1.89 450.71 4.06 443.56 87 448.76 5,016 n 7 442.96 443.01 0.31 445.56 0.32 445.61 0.74 448.16 0.75 448.21 1.97 2.04 450.76 450.81 4.09 4.12 443.66 183 448.86 443.76 280 448.96 5,116 5,218 W °� sss 6I 443.06 0.33 445.66 0.76 448.26 2.11 450.86 4.14 443.86 375 449.06 5,322 '5 °' I 443.11 0.35 445.71 0.76 448.31 2.18 450.91 4.17 443.96 471 449.16 5,428 47 1 a - .... ........ ....... ...... 443.16 0.36 445.76 0.77 448.36 2.24 450.96 4.20 444.06 566 449.26 5,537 m " 443.21 0.37 445.81 0.77 448.41 2.30 451.01 4.23 444.16 660 449.36 5,648 I m y 4 443.26 443.31 0.38 445.86 0.39 445.91 0.78 448.46 0.78 448.51 2.36 2.42 451.06 451.11 4.25 4.28 444.26 764 449.46 444.36 847 449.56 5,761 5,876 u. ° 443.36 0.41 445.96 0.79 448.56 2.47 451.16 4.31 444.46 940 449.66 5,992 0 �, 2 443.41 443.46 0.42 446.01 0.43 446.06 0.80 448.61 0.80 448.66 2.53 2.58 451.21 451.26 4.33 4.36 444.56 1,033 449.76 444.66 1,125 449.86 6,109 6,226 Z Z + 443.51 0.44 446.11 0.81 448.71 2.63 451.31 4.53 444.76 1,217 449.96 6,344 t o 443.56 0.45 446.16 0.81 448.76 2.68 451.36 4.82 444.86 1,309 450.06 6,461 0 0 0 1 2 3 4 5 e 7 8 9 10111213141516171819202122232425262728293031323334353637383840 443.61 443.66 0.46 446.21 0.47 446.26 0.82 448.81 0.82 448.86 2.72 2.77 451.41 451.46 5.19 5.62 444.96 1,401 450.16 445.06 1,493 450.26 6,579 6,695 O -' Time (howa) 443.71 443.76 0.48 446.31 0.49 446.36 0.83 448.91 0.83 448.96 2.81 2.86 451.51 451.56 6.10 6.63 445.16 1,585 450.36 445.26 1,677 450.46 6,810 6,923 0 0 1 2 3 4 5 a 7 8 9 1011 12 131'4 15 1617 18 192021 M2324252827282930313233 343536 373839 40 Timm (h..) `- 443.81 0.49 446.41 0.84 449.01 2.90 451.61 7.20 445.36 1,769 450.56 6,945 443.86 0.50 446.46 0.84 449.06 2.94 451.66 7.81 445.46 1,861 450.66 6,965 `^ 443.91 0.51 446.51 0.85 449.11 2.99 451.71 8.45 445.56 1,953 450.76 6.985 v, O ^' 443.96 0.52 446.56 0.85 449.16 3.03 451.76 9.12 445.66 2,047 450.86 7,004 L 444.01 0.53 446.61 0.86 449.21 3.07 451.81 9.83 445.76 2,141 450.96 7,021 m 444.06 0.54 446.66 0.86 449.26 3.11 451.86 10.56 445.86 2,237 451.06 7.036 m 444.11 0.55 446.71 0.87 449.31 3.14 451.91 11.32 445.96 2,334 451.16 7,049 0 444.16 0.55 446.76 0.87 449.36 3.18 446.06 2,433 451.26 7,060 444.21 0.56 446.81 0.88 449.41 3.22 446.16 2,534 451.36 7,070 444.26 0.57 446.86 0.88 449.46 3.26 446.26 2.635 451.46 7.079 E 444.31 0.58 446.91 0.89 449.51 3.29 446.36 2,737 461.56 7,086 ` 444.36 0.58 446.96 0.89 449.56 3.33 446.46 2,840 451.66 7,090 ) 444.41 0.59 447.01 0.90 449.61 3.37 446.56 2,942 451.76 7,093 '^ C 444.46 0.60 447.06 0.90 449.66 3.40 446.66 3,043 451.86 7,094 - 444.51 0.81 447.11 0.91 449.71 3.44 448.78 3,143 0 444.56 0.61 447.16 0.91 449.76 3.47 446.86 3,242 444.61 0.62 447.21 0.92 449.81 3.50 446.96 3,339 0 444.66 0.63 447.26 0.92 449.86 3.54 447.06 3,435 444.71 444.76 0.63 447.31 0.64 447.36 0.93 449.91 0.93 449.96 3.57 3.60 447.16 3,529 447.26 3,623 Q 444.81 0.65 447.41 0.94 450.01 3.64 447.36 3,715 m ZL U W m Q N N a VJ N .21 S QW Z W n I11 1 1 r 0 o Z n/ ILI` 0 O m O C, W J 3 L.L `m Q m W 0 m J C Q m E SHEET NUMBER ° r CG-504 y 0 0 C O C O T W E Y 0 0 0 0 y 3 N n 0 L ° u 0 O Q c O E O _ T E c 0 0 a ° c ° c 0 0 N 3 O �y n � J 0 Q C _ 0 3 Y Z Q o 5 I 3 Y n n E I 7 0 rn d y � C � o o u 0 Q J m 0 L o � a n` E c - m: v � C L O 0 0 C N 0 N T v V � 0 ° O a L Q) I n m ° U 3 D L 0 u o s c 3 0 p � n h u C ° > 0 :J n n J � Y a w 0 a E y O T y c o m V C � y V c 16 T V a u oL m i 0 n m: o L c n E Q LI c C y. 0 Z N Q ° I Y � n r U � I c 7 v 0 n o O � J � m 0 o ° L O Y c ° � y n a 0 �u C m 0 � u if) N 5 c � 5 � 3 L - m 0 0 J .. E m � 0 O o 0r i 4 VAF C 110 _ --=- �" �0 s SWM4 - - �/�O ° Imo/ W [' - '- - - ' o r �� ��-- o_ � Pr �- - _ pz -- L� J m 0 f LL W 100A " § 2 LL SWM3 PAVED eswm MAX. ALLOW. FINAL GRADE=457.45 MIN. ALLOW. FINAL GRADE=452.12 GEOGRID ELEV=451.46 TOP OF TANK=450.46 TANK INV=443.50 STONE BASE INV=443.25 v 0'b V VC vp R-TANKHD SYSTEM OVERLAY SCALE: 1" = 10' 111111[111111 111111 16664 dlll IH/ 1111� 111111: ••'•••:111111 16666 1 •• / 111H 11111 I: :111I 10041 1111 1111 IIIU tkkk IIIII I. JII 1A1 :1111k# • 1 1 GEOMETRY: LOAD RATING: LENGTH = 28.15 IN. (715 MM) 33.4 PSI, (MODULE ONLY) WIDTH = 15.75 IN. (400 MM) HS20, (WITH ACF COVER SYSTEM) HEIGHT = 83.46 IN. (2120 MM) MATERIAL: TANK VOLUME =21 Al CF 100% RECYCLED POLYPROPYLENE STORAGE VOLUME = 20.34 CF SMALL PLATES PER VOID INTERNAL VOLUME: 95% SEGMENT/TOTAL: VOID SURFACE AREA: 90% 5/25 PENTA R-TANKHD - ELEVATION 11 I PENTA R-TANKHD - MODULE DETAIL CUT AN "X" IN THE FABRIC ENVELOPE THAT IS SLIGHTLY GEOTEXTILE FABRIC LARGER THAN THE PIPE. PULL THE FABRIC FLAPS AROUND OVER ACF R-TANK THE PIPE, AND SEAL WITH A STAINLESS STEEL BAND. NOTE: PIPE MUST BUTT DIRECTLY GEOTEXTILE AGAINST R-TANK. PIPE EFFLUENT FABRIC INLET/OUTLET SHALL NOT PASS THROUGH OVER ACF PIPE FABRIC ENVELOPE R-TANK "X" CUT IN THE FABRIC TO AFTER TANK WRAP IS SECUREDTO PIPE, SLIDE STAINLESS STEEL BAND USED ALLOW PIPEITANK BOOT AGAINST R-TANK AND TO FASTEN FABRIC TO PIPES INTERFACE SECURE WITH SECOND STAINLESS STEEL BAND, THEN TO PREVENT BACKFILL FROM ATTACH BOOT FLAP TO TANK ENTERING STRUCTURE ENVELOPE FABRIC WITH DUCT END VIEW OF PIPE/FABRIC CONNECTION TAPEOROTHERADHESIVE. SIDE VIEW OF PIPETABRIC COP FABRIC COLLAR TO FIT OUTSIDE GEOTEXTILE FABRIC DIAMETER OF INLET/OUTLET PIPE _ = 5.01 - OVER ACF R-TANKS. �{ PIPE 12 OZISY NON -WOVEN T 2'-0" PIPE Kilillmiul GEOTEXTILE, TRIM AS O.D. NEEDEDLn OD STAINLESS - STEELBAND -- STAINLESS STEEL neon SIDE VIEW OF GEOTEXTILE BOOT R-TANKHD TYPICAL TANK INLET/OUTLET W/ GEOTEXTILE PIPE BOOT DETAIL FRONT VIEW OF GEOTEXTILE BOOT 120 } a U) Lu 5 0 z H W W Q >- ma'U wmw fn {1w�0 Q m LU Q OD DVB 11/24/21 0 10, 29 be'XP 'SCALE 10' 1 of 6 R-TANKHD QUANTITIES R-TANKHD MODULE TYPE PENTA # OF PENTA R-TANKS 264 TOTAL SYSTEM STORAGE 6,731 CF R-TANK STORAGE VOLUME 5.370 CF STONE STORAGE VOLUME (40%VOID RATIO) 1,361 CF STONE BED FOOTPRINT 1104 SF STONE QUANTITY 126 CY 8 OZ NON -WOVEN GEOTEXTILE TANK WRAP 2,957 SF (329 BY) 8 OZ NON -WOVEN GEOTEXTILE EXCAVATION WRAP 3,973 SF (441 BY) ACF BX-12 GEOGRID 1,833 SF (204 BY) 1T MAINTENANCE PORTS 3 15" PIPE BOOTS 4 NOTE: STONE QUANTITY INCLUDES ITOF COVER AND 3" OF BASE. NOTE: GEOTEXTILE / LINER QUANTITIES INCLUDE A 15% WASTE FACTOR 00 V �LL e s� c c S O OW c 0 Ju- zC izA m �O w .LLW i i J_ ; 0 Q Q } G 0 ? -- w Ix - FWUH } of J Z u)m�C7 Fn W W Z w W Q0MLU it a DVB 11/24/21 acr,n 3 of 6 15" INLET PIPE CONNECTION 15" OUTLET PIPE CONNECTION 15" INLET PIPE CONNECTION LAYOUT SCALE 1" = 5' R-TANKHD MODULE TYPE PENTA TRAFFIC LOAD HS-20 # OF PENTA R-TANKS 264 TOTAL SYSTEM STORAGE 6,731 CF R-TANK STORAGE VOLUME 5,370 CF STONE STORAGE VOLUME (40% VOID RATIO) 1,361 CF ACF BX-12 GEOGRID ELEV. 451.46 TOP OF COVER STONE ELEV. (1T) 451.46 TOP OF R-TANK ELEV. 450.46 TANK INVERT 443.50 INVERT OF STONE BASE (3") 443.25 MIN. STONE PERIMETER WIDTH 2.0 FT SEE SHEETS 3 -6 FOR DETAILS AND ADDITIONAL INFORMATION (FYP. OF 264) F515fY 2'-0" STONE PERIMETER 12" MAINTENANCE PORT (TYP OF 3, LOCATIONS TO BE VERIFIED BY ENGINEER) GEOGRID (ACF BX-12) PLACED 12" ABOVE THE R-TANKHD SYSTEM. OVERLAP ADJACENT PANELS BY 18" MIN. GEOGRID SHOULD EXTEND T BEYOND THE EXCAVATION FOOTPRINT. R-TANK"0 UNITS WRAPPED WITH 8 OZ. NON -WOVEN GEOTEXTILE (OR EQUAL) EXCAVATION WRAPPED WITH 8 OZ. NON -WOVEN GEOTEXTILE (OR EQUAL) IW INLET PIF CONNECTIOI r o 1 WQ oN p 00 - - w D E 0$ in rc� LU z12, rc M 20 Ww to LL W a so > >o g zz Lu ~ Lu 0 5 10' (omx0 Z <Fn SCALE 1" = 5' Z Ofp a 0 LU PAVED a U) R-TANKND TANK WRAP & EXCAVATION ENVELOPE DETAIL TOTAL COVER: 20" MINIMUM AND 84" MAXIMUM. FIRST 17MUST BE NOTES: FREE DRAINING BACKFILL (SPEC SECTION 2.03B): STONE <1.5" OR SOIL 1. FOR COMPLETE MODULE DATA, SEE APPROPRIATE R-TANKHD MODULE SHEET. (USCS CLASS GW, GP, SW OR SP). ADDITIONAL FILL MAYBE 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 2016 CLASS SM, SP, SW, GM, GP OR GW) WITH MAX CLAY CONTENT<10%, 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-TANK'' 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 7'. CONTACT (SPEC SECTION TO PROVIDE A LEVEL BASE. SURFACE MUST BE SMOOTH, FREE OF LUMPS ACF ENVIRONMENTAL IF MORE THAN 7' OR LESS THAN 20" OF TOP EXTE OR DEBRIS, AND EXTEND 2' BEYOND R-TANKHD FOOTPRINT. BACKFILL IS REQUIRED (FROM TOP OF TANK TO TOP OF PAVEMENT). GEOGRID (ACF BX-12) PLACED 1T ABOVE THE R-TANKHD SYSTEM. OVERLAP ADJACENT PANELS BY 18" MIN. GEOGRID SHOULD EXTEND T BEYOND THE EXCAVATION FOOTPRINT. UTILITY MARKERS AT PAVED SURFACE 36" (0.91 m) MIN. COVER FROM FINISH CORNERS (TYP.) GRADE TO TOP OF TANK: f 1 20" (0.51 m) MIN. 84" (2.13 m) MAX. OPTIONAL OVERFLOW PIPE INLET PIPE OPTIONAL 3" (0.08 m) R-TANKHD UNITS LOAD RATING: 33A 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 NOTES 1. THIS PORT IS USED TO PUMP WATER INTO THE SYSTEM AND RE -SUSPEND ACCUMULATED SEDIMENT SO THAT IT MAY BE PUMPED OUT. 2. MINIMUM REQUIRED MAINTENANCE INCLUDES QUARTERLY INSPECTION DURING THE FIRST YEAR OF OPERATION AND A YEARLY INSPECTION THEREAFTER. FLUSH AS NEEDED. 3. ONLY R-TANKHD AND R-TANKBD MAY BE USED IN TRAFFIC APPLICATIONS. 4. SEE TRAFFIC LOADING DETAIL FOR MINIMUM & MAXIMUM COVER REQUIREMENTS. 5. IF MAINTENANCE PORT IS LOCATED IN A NON -TRAFFIC AREA, A PLASTIC CAP CAN BE USED IN LEU OF A FRAME AND COVER WITH CONCRETE COLLAR. BASE: T MIN. BEDDING MATERIAL (SPEC SECTION 2.03A) MAY BE STONE (<1.5") OR SOIL (USCS CLASS GW, GP, SW OR SP). MUST BE FREE OF LUMPS AND DEBRIS, AND EXTEND Z BEYOND R-TANKHD. COMPACT PER SPEC SECTION 3.03 A. NATIVE SOILS MAY BE USED IF THEY MEET THE REQUIREMENTS OF SPEC SECTION 2.03A AND ARE ACCEPTED BY OWNER'S ENGINEER. 16.25" FRAME AND COVER IT DIA. PVC _ MAINTENANCE PORT BACKFILL COMPACTED TO 95% STANDARD PROCTOR DENSITY GEOGRIDjp; -r (REQUIRED IN TRAFFIC AREAS) NON -CORROSIVE SOLID PLATE PLASTIC, SLATE OR EQUIVALENT OUTLET PIPE SIDE BACKFILL: 24" MIN. OF FREE DRAINING BACKFILL (SPEC SECTION 2.03B): STONE <1.5" OR SOIL (USCS CLASS GW, GP, SW OR SP). MUST BE FREE FROM LUMPS, DEBRIS AND OTHER SHARP OBJECTS. SPREAD EVENLY TO PREVENT R-TANKHD MOVEMENT. COMPACT SIDE BACKFILL WITH POWERED MECHANICAL COMPACTOR IN 12" LIFTS (PER SPEC SECTION 3.05 A2). R-TANKHD & HS-20 LOADS -SECTION VIEW REINFORCED CONCRETE COLLAR (WHERE REQUIRED), MIN. 1" CLEARANCE FROM PVC \\PAVED SURFACE DVB 11/24/21 �»a 2of6 r� e 6A9" REF. M in 'ate Aa 2'0(" 2.00"SPACING REF.pt . g7 �mal500. m 11 T I m m mo m moo m m m 0 00.75' TYP. 0. 2.00" T 000°°°° o°°°°°°°°°0°°° 0 0 0 0 0 0 0 0 0 0 0 0°0°°0 0°0°0°0°o°0°O z W� oz W B Z� rc� W rm zwa 00.38" TYP. A 0 3 00.36" TYP. o z A 0 1.W, SPACING REF. z ,'R W E Ow ELLm 00.38" TYP. o 00 1.00" TYP. SIZE A B 23" x 24" 23" 26.51" 28" x 30" 28" 33.15" 34" x 36" 34" 38.69" U)> 0 J 10.75" TOLERANCE ON DIMENSIONS < Q } (7 p LU Q Z z TRASHGUARD PLUS PRETREATMENT DETAIL =O O F W U } X J Z ymw(D :se w NON -CORROSIVE HOSE CLAMP Z W ❑ Q UU LU (9 GEOTEXTILE (AS SPECIFIED) a /n • 1 � � 1" +/- VENTING PERFORATIONS 11� 7� 8" NOTCHES CUT IN SHADED A AREAS (8 OPENINGS TOTAL) PIPE NOTCHING PATTERN NOTCH BOTTOM OF PIPE (SEE PATTERN) R-TANKHD TYPICAL MAINTENANCE PORT DVB 11/24/21 mmx" 4of6 O M N M N L �Q z, 0 No LuZ H DO O DO z oo�o ^ ZN ¢w�} 0 = Z ~ of 5 ( On '00O JLLJ _ ~ W Y z 0 LLI �a � Y n >- O } N Ln rl) O N o O LLIO Ln 0 00 H\ Q O m > m O p O Q o m o Q \ Z Z y 1 NO ¢ N ¢ w J W i Z 'Ark Z I11 V J 1..�� N W WW I'z W 0� O O U W V J Q W m J Q SHEET NUMBER CG-505 C m W O U O m m Q 0 O I E O T a 0 0 3 N L c N 0 0 m m Q U 0 ! O S N E C 0 0 U 0 O 0 0 N 3 O O L 0 J 0 Q C m W " 3 `L Z Q O L I 3 Y D C m n E 0 7 0 & y. L 0) 0 C L O � m 0 0 0 Q J m a L o m `a n` E c - � v 0) C >_ O O o C N (] N T m V � 0) � 0 0 O n c m I n m 0 V 3 V y D L � U O s N 3 0 I p � n h u h � C O > m J m n J � or Y n 0 m a E m Eu L � O O T y C 0 O V N h C y C � y V c p m V - m `> o `m � N 0 0 q: L c m E J D Q m W c C y. 0 Z N Q O 0 Y 0 O L I c 7 :J m m 0 a O m 0 J T N N O � L O y c 0 � .m. n a m �0 C 0) O L U n m 5 c � 5 � 3 L m 0 0 J y E n � 0 � o 0r DUMP TRUCKS AND PANS SHALL NOT OPERATE OVER THE SYSTEM EXCAVATION AREA SMOOTH DRUM ROLLER STATIC MODE (6 TON MAX, SEE NOTE 1) NOTES: 1. FOLLOWING PLACEMENT OF SIDE BACKFILL, A UNIFORM 12- LIFT OF THE FREELY DRAINING MATERIAL (SPEC SECTION 2.03 B) SHALL BE PLACED OVER THE R-TANK AND LIGHTLY COMPACTED USING A WALK -BEHIND TRENCH ROLLER. ALTERNATELY, A ROLLER (MAXIMUM GROSS VEHICLE WEIGHT OF 6 TONS) MAY BE USED. ACKFILL MATERIAL UNLOADED OUTSIDE ROLLER MUST REMAIN IN STATIC MODE UNTIL A MINIMUM OF 24" OF COVER HAS BEEN PLACED OVER THE OF THE SYSTEM EXCAVATION AREA MODULES. SHEEP FOOT ROLLERS SHOULD NOT BE USED. SPEC SECTION 3.05 A 2. ONLY LOW PRESSURE TIRE OR TRACK VEHICLES (LESS THAN 7 PSI AND OPERATING WEIGHT OF LESS THAN 20,000 LBS) SHALL BE OPERATED OVER THE R-TANK SYSTEM DURING CONSTRUCTION. SPEC SECTION 3.05 B ® ® 3. DUMP TRUCKS AND PANS SHALL NOT BE OPERATED WITHIN THE R-TANK SYSTEM AT ANY TIME. WHERE P•'r";; �;:::y. NECESSARY, THE HEAVY EQUIPMENT SHOULD UNLOAD IN AN AREA ADJACENT TO THE R-TANK SYSTEM AND THE MATERIAL SHOULD BE MOVED OVER THE SYSTEM WITH TRACKED EQUIPMENT. SPEC SECTION 9.05 B `c LLLL LL %; 4. ENSURE THAT ALL UNRELATED CONSTRUCTION TRAFFIC IS KEPT AWAY FROM THE LIMITS OF EXCAVATION L L LL L SYST R-TANK EM LL r UNTIL THE PROJECT IS COMPLETE AND FINAL SURFACE MATERIALS ARE IN PLACE. NO NON -INSTALLATION -� LLLLLLLLLLLLLLLLL RELATED LOADING SHOULD BE ALLOWED OVER THE R-TANK SYSTEM UNTIL THE FINAL DESIGN SECTION HAS BEEN CONSTRUCTED(INCLUDING PAVEMENT). SPEC SECTION 3.05C 5. SEE R-TANK INSTALLATION GUIDE OR CONTACT YOUR LOCAL ACF REPRESENTATIVE FOR ADDITIONAL INFORMATION. DUMP TRUCK DETAIL (SEE NOTE 3) LOW GROUND PRESSURE DOZER (10 TON MAX, SEE NOTE 2) III#$ so$# too# IIIp IIIII too$ Ill# late, IIIII IHa III 1e1111:111111[IIUeI 00#046:641146:1 Beef# 11 HI Y. Hllllt U/ll lost Beo# offer leaU fell Ule $U$, IIIII IUI Ill III111:111111:11IIII IIa111:I111II:11I11I 011111411149: IIIII 161U $$so offer Islas 0666 $$of BeUI 1111a IU1 u1 I.....a11111i1111 /e 11NII:Il11U i. IIIII IIa1116..... use uu seed uuI Wu �..... uu. uui I.... uN des U#* fell #la offer slays �$*to fee` IIIII 'H HI I: HI lea IN III.a II- IIIi1 "0 oBell:olne. uu l IIUfeet Bea BethuBe Bel of as, ...e IIa111i U11u:111111 II NIRBeIHI: 11.. off offer II UI U11 111e BeIp 18146,1666 DUI .. .. 11111[IIUU ........... [.IIIII .. UI K... Uri[ III#$ hill tool ffer I11 slas rill IIHI so. 11N Ill ll lliii 11 1 IN II 1: oo 666 6666, least 6666 6666 IIIU OUI Ii UI IH: IIIII 1111 11H 1u1i IIIU u11 Isle uses IIIIL 11H du lost$ $$of tool of#*, data $fee feet eit##, Milli 1$#of off .... l'111111:1 II. IUII I:Il111I:11111...... .... ill: R-TANKHO OR R-TANK`D UNITS HD: LOAD RATING: 33.4 PSI (MODULE ONLY) SD: LOAD RATING: 40 PSI (MODULE ONLY) n 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 OR R-TANKSO f '24" MIN. COVEF SEE NOTE 1 ( ) SMOOTH DRUM ROLLER VIBRATORY MODE (6 TON MAX, SEE NOTE 1) • C GEOGRID REINFORCEMENT LAYER ACF BX-12 CONSTRUCTION EQUIPMENT COVER DETAIL - VEHICULAR TRAFFIC z �z 'ate U oN O� :a Oa ¢w 00 rco 1 zw G �W Ja g o E U by N L`TujL W Y C N 0 in az¢v y 0 3 ZO ¢C LLO m m W z al n 0wob o t- o LL 0 s LL J Ui W 0 IY W 0 � >o LU�: �5 d Q z Z 0C C'1'If UF: W W - LU Q Z J Z OZQ� F W W 25IYOf0 of (D m W W J - Q Z O U DVB 11/24/21 5 of 6 R-TANK SPECIFICATION PART 1-GENERAL PART 3-EIECURON 1.01 RELATED DOCUMENTS 3.01 ASSEMBLYOFR-TANKUNRS A Drawings, pocllniml spedfiCation and general provisions of the Contract as modified h rmin apply to this section. A Assembly of m rdukm shell W performed in accordance with the R-Tank Installation Manual, Section 2, 1.02 DESCRIPTION OF WORK INCLUDED 3.02 LAYOUT AND EXCAVATION A Provide ascension and base preparatlm per geotechniml engineer recommendations and/or as shown on the design drawings, t provide adequate support for project design beds A Installer shall stake o&,excavate, and prepare the subgrade area to the required Plan grades and dimensions, ensuring that the excavation is at least 2 feet greater than R-Tank safety Pr req and from excavation sidewall college. Excavations shall be in accordance with the owner's and OSHA requirements. dimensions in each direction allowing for installation d mterd le filler fabric, R-Tank modules, and free draining backfill materials. 9 9 C. 9 B. Provide and instaillR-coons / R-TenkSO/ or R-n tam (hereafter ®Iletl R-Teak eat all rdatetl ro(IUCl6 including fill materials eotextileaBaltimore.i01N aid system ( ) P 9 •9 • B. All ax®vafims must beprepared OSHA a ex®vffietl atlas and sufficient PPravetl n9 sPem guide0/ r the installation guiddinm pmvitletl in this section. mtlN pipe with connections per the co bwnrki Lion C. Protect partially completed installation against damage fmm Other mmWctim traffic by establishing a perimeter with high visibility construction tape, fencing, banicatles, Or ether C. l fill cover, aid pB tl. Produce and mnaW&Ore cover of 01e R-Tank system including; None section as specified. r, R-Tank means until crnsrrudion is complete. D. completion d all c In Ma I rea. Protect R-Tank system from construction treat after insulation untllcanplatlon dell consimdim ectivlry In Ma Installation area. D. Barre aithe excetions shallsubsets minimum 2,00e pounds persquarefoot baring mpadry is required, beuniform,subgroup, el, endfiw slumps or debbStand om pramediumd95%d rd Proftcar(ASTM n itms.A 1. Standard APpllmtio.. Compact sunall required by the Oor DUALITY CONTROL be be pergiceer. 2. Idiflrafm A I' iththe cPrONa(ASTM0698)densityorf l in infuriation Su ratle aM1ell idsprepareduta time with the wn1raG document. Connection of lodgings should be re a Iim60n PP bg P 9 PePP A. A All materials shall be m in ISO efofetl e Conditions: All base drain exravatishall be b the owners en ineer who will a rave thew ratle ss placement E. Sails r Co dthe wbg cout 9 9 pP bg Pmn pp ousPar B. hall de on ex r trace: Per & gone.le ne l detemiabout re Tank su tan 2, dNone Till engineer shall determine the required bean capacity of tie R-Tank subgrade; trim rase coolie bmrin capacity Bless than 2000 ands r 9 req rig bg 9 PO Pe AmiiInstallationdMmeControlTar or equitratet pincebsfollowingcompleted 1. Aminimum dgree R-Tank ore egevolum mmpleted withln2 years; and, beilsam 3. A minimum of storage feat of storage vdumd completed within 2 yeara. Ifaddersuftabl 1. If unsud! by t ere encountered the aubgratla, or if the subgrade is pumping or appears excessively soft, repair the area in accordance with contra& documents antllor as x"ren ¢cubic a. Ins,Mtion re be wed Kith provides maul training and railed during tlon. e pmemeu dre&etl by me owners ertai C. Personnel: d only w withmaniffiectunerere ccord a per Installation Personnel: Pality. d only by skilled woMem with satistactary record d pelormance m bulk eaMwab, qpa, dmmbeA ar part4aMfill construction Projects & Performed r, der p leer. 2. If ns the watt table are observed exmsfactor the engineer shall be te rem ties. corm robb muse antl malt Da quality. Do not lions until amcorplacted coma ! and t 3. 00 not fi��d Installation d iM1e R-Tank tam until unsatisfactory sub recta dNYJgbn6 am mrrectetl erM to subtracts mn•bn68ro arm tlx3 OwnsY8 an Insets tracts system ry g bg accepted by 9 D. DPMadOf mast have manufecbrers rePfeBenuive available for ails review if requested by Owner. 3.03 PREPARATION OF BASE 1.A. SUBMITTALS thin lays,( Pa ) 9 ( L subgrade g platform vdWn A material (Section overeesu reea to establish alevelmento.03A for the R-Tank rids A R-Tank layout drawings, Drawings aM1ell include typical section tlateils as wall as the required base elevation datneaM trim, minimum cover requirement antl V(+I-ceIT MepialN ersu scid by eovevees shown on Die plena. Native aubgratla arils anger materials may ba used if debnninetlb meat the requirements d2.03 AarM ere accepted by the owners may tonflotpmpmetl ponkmnankitoon, an....'/.')ore engineer. B. Submit manutacturers rotludtlata including ram ssive strength antl unit weight. P 9 Pre 9 9 1. StandardA Applications: roll or compact matelot unit are firm antlun tin . PP Pa 9 they Yia 9 C. insulation instructions. Submit maank aretlin t 2. accordance with the metrelkdocument. shallthe D. Submit sample willba mbmBtl bike GOaVBdOf. 6ampicate review. Reviewed and accepted Quoinsionfoolprint0heR-ingmaterials R-Tank system an iM1e BxtavBtiOn OOa using spray paint Or Chatk line t enmroe2'penmetrie evtilede erountl the R-Tank 6y5iBm rofproper installation B. excavation flensu E. material olumeasamples Submit material certificates for geotextile, gm base course aid backfill materials. amcontafaonofbacee aid compaction of backfill. F. uare Submit required experience and uirementh as edfietl in Section 1.03. p PQ req p O. u product f0 this Any proposal equal duct su mug be submitted for review and approved prim t bid opening. Review package should include third party 3.041 THE a data r exceeds n Table reviawee Performance data that mess or exceeds etltert In Table 2.01 B. Where a gent li is on the stone base, M strips to length and instil in excavation, removing winkles la material lays gat. geotextile a minimumot or as A Where a geotextile wrap is specifiedrUse recommended sandbags Or Omer ballast to secure Overlaps. As gmcan be damaged by extreme heat, smoMnp Is Iwl manufacturer. Use tape, s a by extreme DELIVERY STORAGE, AND HANDLING permissible ne r Me ge using flame to Pa 9 9 P P op prohibited. cleainesens using aflameb tack leer ssuchas propane arendhc A A materialsshould damage eneabre UV matelots under to rated from sunlight whm time delivery to exceeds 9 9 delivery m P g ry here r(for per B. Whereon ervious liner for its miffed insl&Ime liner per p ( ) p P p 304A. recommendations and the contra&dmumeMs. The R-Tank unit shall be se aratee tram Stoage&her lac antlons, a. Twodegas3 efometetlala should ionon6mooemlthea two weeks.ksa8Y grantable Section li with Smraw3.04A. imperviousnlinerb anon -woven grantable fabric installed 9 B. aeehamnd site Is to be erfomletl with equipment a ro ate to the materials and site conditions, aid may include hang handcart rorNifls extension lifts etc. Handling P eq P PP Pl Y accordance with tm C. I modules lain b side, in amsMarm, with me rid connections are n form uare comera by placing Y g drawings. 99 sq aired. It t advisableddepth b C. Ca weather. Cold ede Bet wi s grown per tie design drawing with required Earth ea shown on plena. m straight along the perimeterofe are to be as per m plans. are HM uses re to oriented R-Tank system. The mold 1. Cam must betkenweans air temperature is betel as Plastic Semmes bride. Me perimeter W. r be a This will 1. Fore am S page ug6Mdd Petlmen require tlmitlt Mm ends of trim ¢roe tall plate of theother am So ilaced s, or andling ralsDougmixeas d podagre%or 2. Do not bce frceen materials or materials mixetl or coated with ice hoe, have a cox pf Inks placed all shown in amble all other toms. If mis is not shown in the construction drawings, it is a simple Feld adjustment that will have minimal eReG m tlIe ovxall Perpendicular wain he drawings, it is field o 3. Dan&builtl on frozen ground or wet, saWratetl or muddy subgrade. e. i0o¢rinLRetr to ntall io -TankInstallationGuideformom tletails is no 2. For there is end row required. For UD p perpendicular pemendiedl e PREY CONFERENCE. R-Tenons, p t es b. and encapsulating the entire tmro prevent IMa the D. Wrap theweTank to sot eotextitcoihN Rwalcoverma p P D¢ 9 P 9 P• p n9 eys p ntrY g in ccom A. A Prior b me slat rime installation.torat insulafim conference to the oldeth Occur with mere representatives from ma design team ea meal mntrmia the excavation moire&or, me Pre P 9 � 9 tm.Ovetle eonlet, a ended manufacturer. eto melee Ira ervious liner during placement. extre1' Take real rare to avid damage ro ¢cuts (and, system. P g by 9 9 g ( P P ) nA P fthe R-Tank Installation contractor, and the menuducturers representable. tativ E. locations tie and any penetrations o gla. be antlanyother Pcontinuityhethenthe liner). These connections should ids Installed gushedusin upbtheds con(entlnsand with)andtie gee pd shall be cal to enable hydraulic larmnliop behreon the ma entl me magi. Theca connections cut gall secured using i brat with stain1.less 9 Yd continuity 9PPe eotdum PROJECT CONDITIONS . Su trencheti during backfill Bet pipe and damaging impervious a dump. Support operations to revert from ipelin entl ma pies a Ira ervious liver if mifietl or . Connectin N Pipe Ps PP pipe 9 P P pipe 9 9 9 9 P ( m ) PPe gPPm A A to inMedesig forte R-Tank system with other on -site activities all ran -insulation R-Tank system. No cards over tocompleteddedepending ein unless otherwise t R-Tank degree angles r ise Ensure end & pipe is installed snug against R-Tank system. ed snug heaver AASH 0 HS2I0 loads be allowed Over ee6 system, in n0 rase lhatl lOBtl6 higher men a6lenderd AASHTO H52o Or HS25 tls ntli mdBt ncnporb Intl be manesstei case standard 9 Yst g ( Da n8 g 1 on elfin. nonce Ptlm, Ma Maintenance F. In and Paris lmgOry 2050E Onefast. aminimumrtsbentedinth Ortshall bst installedEdgenrim death trite 80utlatCmneCliOn and wghe Pad W P allowed tam Man time. allowed a system Y maximum cka; of maximum� d of one pod for every 2500a square feel Install all Ola benotedin the R-Tank Installation Guide. Pa rg P arY q P B. djthes Protect adjacent work from R-Tank system insulation. G. If requiretl, instil ventilation pipes and vents as tl erawi ventilation for proper hydraulic The number rand she or and vents willits. toprovidepip C. debris All re -treatments systems rermwtlebrisantl hem sediments en in era end functional tlorb rise R-Tanks m. Additional reireaMeni measures may be remove P Y W d P operation system. P Y O degree wish and who hipipes Adepend &toes tem.VeMsare often instilled using a90tl rem elbow wgh PVC inteelantlaca landscaped with'U'bentl or venti baltM to mein rasa of debits. murM Tavel b i Ys 9 ag PPe Pa n9 9 9 sediment increased setlimenl loads. construction duesystem metlra If unit Is OPereble mower or stml raver can be used D. Contractor is nee rattle ter an tlam etathe ism during construction. for any d a c Do Y a0 sYe 9 3.05 BACKFILLING OF THE R-TANK UNITS PART PRODUCTS A and flu with remmmentletl(Seson R-TANK UNITS 2.01R 2.lows: Pice s (Section B) around tie perimeter in tit eB Of lift shell bee to entire peNmeler such eN 1. Piece frosty trainingrg maximum thickness kfill24' A A R-Tank -it mot fwmag5%cab modular structure of retlesl netl heightmsipm hx each coed. InjectionP P P 9( P 1 ) plastic trim IafeslIf Meith t an a backfill place over t eadbeisnomoreihan 24'hi her than me side backfill aeon a Other location on me etlmetrd the R-Tanks m. No gel shall be placed over dtanks unglee side batldlll ghrtmaterials n the R sysT.tem. m. N g 9 try P Yste P top B. Chemical R-Tank ants shall meet me following Physiml 8 Chemical Chamderisiics: the hem been mmpleletl. EH--- �Tlt�lV,wreFG$a �Mj - - or air all. ilowee lie. al 2. Each lift guill be mmPaded at tie %tecifetl moisture enfant ro a minimum of 95%of the Standard Prods Density until an Wrlher dmsificalim b obse rved (for self-mmpacfing None materials). The side lift must be compacted with walk behind compaction equipment. Even when'self-compacgng' bra 111 materials are selected, a walk behind vibratory compactor must be used. 3. Take core to ensure that the compadion process does not allow the machinery to came into conduct with the modules due to the Potential for damage to me geotextile and R-Tank unit. 4. No confusion ui menu is permissible to operate directs on the R-Tank module. pact eq p PQ PQ Y 5. Toppalat a Onlylow pressure trackvesiclesshelf mote Opaare over tiet W the system systio and Dump TNCkfi and Pans shelf rid be using tlacked theRillMan Radial at any time. Heavy equipment should unbatl in an area atljacen[ta the R-Tank sysem entl me material should be moved over me system using tracked equipment dim an rati weightofteetoan aIT(o ope rig a. Typical A stem. Lightly Install a IT(or as shown m tans Ilfl & frml draining medal (Section 2.03 B over the R-Tank ht Units, maintaining may e u beMeen equipment tracks and YP PP ( plans) Y rg ( ) 9 ph Tank System. Lightly 24f of ore r ha been placed hemh rger. Altemamu a niter (maximum gross vehicle wegM de tons) maybe used. Roller mug remain in static mode until a minimum & 26' of cover has been plemtl owrme modules. Stimulant rollers sM1Oultl not be usual. C. Supplier: Ferguson Watarworks 2831 Cardwell Road Richmond, VA 23234 (T): 800-,1,16 36; (F): 604-743-Mg www.Mguson.cam b. Shallow Applications (< 18" tom cover): Instil tap backfill in accordance with plans. 6. R uired Install a rid as shown on lane. Geo rid shall extentl a minimum & 3 tat beyond the limit & the excavation wall. gang P 9 Yo 2.rep G HETICS T. Fdlowin placement and compaction &the initial cover, subsequent lifts & structural fill Section 2.03 C shall be laced at me specified mpisWre content and compacted b a 9p P q ( 1 P P P A. A Goodman. a is required to relent backfill material from tie R-Tank modules. 9 P 9 P g Gmtard A eotion: minimum of 95%&the Standard Proctor Densityand shall raver the entire f riM &the R-Tanks rem. Dula placement of All above the system, unless otherwise spoiled, a aotp Yr 9 P YNe PQ , m non th ACF 1. StantlaM ice The standard shall bean oz r s uare aid nonwoven ran uivelant . d pa q ( m AP 9 Y 9 ) g aust uniform elevation &fill shall be maintainetl to within 12" erf065 tie nM des R-TBnk stem. W not exmBd maximum raver depths lietatl in TedB 2.01 B. rooW system. M infi a of lion : W en water through as s [era 2. rn rest neuiialenngndilemes, ACFl be used. Appl 9 9 Ys g ( eq ) Applications: When must inads 8. Piece additional layers of ge&exlile and/or getting at elevatiore as spedfetl in the tlesgn tletails. Each layer Of geceynthetrc reinfOrcemeM placed above the R-Tank system shall B. Project above R.T.ntshall when required by Project plans, install gmgld (ACF BR12 Or equivalenQ to reintrce bmkfll above the R-Tank system, Geogltl. Fa insulations deject to traffic loads X12 Goofing. and/or extend a minimum of te drat beyond me limit Be a Geogdd t rid always required for R-TankUD/Insteluions, and is often not require0 for non -trade load applications. suggestions, B. twall. is kept away hgmiheemit dexcevasbeen the project surface materials are In place. NO non-Instaltflon retold Ensure that all unrelated k away over the R-Tank system until me final design smgm has been constructed (including binei should be allowed over the . � � g Pa ) 2.03 BACKFILLB COVER MATERIALS C. roTank cpavement). Priam surfacing metier sucM1 as reuntlmvBre n0le a trees or materiels over the swdure wgM1 rare to avoid displacement & raver fill and damage ro surrounding structure g 9 ( g ). paving sP g n9 A le: Stone a wand GW GP SW aSPasouldc etlb Unifietl Soilial shag eons gem aM1el be ueetlbebw the 9 ( n9 1 ( Y Y ) smaller man loml Marantl mp,der R-Tan system must be tree from and an iha multicur eo Material shall be within Bet&me 'mum moisWre Y ( 1 Ps, Y m 1 9 Perm optimum Rntenta sdemmined 0. Banufacta moveresTanks system within the llmlttlmssM1Own In the table In Section 2.01 B. if eetou beckglld goes rid ram wee es able contact ineer or P Y ape PN rig at Lane of installation. For inebriation ions Will the gn be him by ASM M98 For in befree draining. by ASTMust contentasop menutadurers representative for essttance. B. Baclnetl be geoegl antl Top BacAS Memel must be frm fmm lumps, tlebris aid any sharp Objects mat mold cut the geotextile. Material shall be within 3 percent & iha optimum mpiNure content objects Met Gould as determined asfflcAio ASTM 0698inthe time of installation, MAINTENANCE REQUIREMENTS 1. Trade, - Free tlreining material shall be used adjacent minimum) and above the IT) R-Trunk A A Amutine maintenancerGlee0ortiioning redroensurepmperperfamemedihe R-Tanksystem The Maintenance progremrhmld be focused on mesa a. modns i diameterrst and GP,. For HD,Oac SO modules, backfill materials shall be free training gone (angular and smaller than l.5'in tliameteQ or sal (GW,GP, SW, or SP as Gassified by the Unifietl Sol gone(a n1.5' ) R-Tank Pre-thmeent system. ghall be and functioning the risk &mnpominNion&the R-Tenkayafem and me site, Pre-treatment syatchoing ll be structures arely, Con or Mainain as needeetlhom the mgulatem agency and by me manufacturer (for proprietary, systems). Maintain as needed using acceptable pre&ices or following manxifttl yearly, by regMwiy, agency b, modules wgo lase than nl by cover, backfill materials soul free draining None (angular and UD mtim es AM l in The use draft backfill on tli titles and by id li es (for ro a manuta&urers guidelines (for proprietary, &loan = depths oismiaximuntl installedoutside&traffic areas or dim raver tlepihs dl4'amom. Tap backfill material (feniW dmotlule to bottom& &the UD permitted! id Top backfill dt a B. ancifor. Meintnenm POlb in tie R-TBnk sysem will need to be lnspectetl for accumulation of sediments at least quarterly through the first year of AllInlet aid Inspectione nce P wgM1 side backfill. anent base or 12' maximum mum be consisted will pev 1 must planation and at least ed thereeRer. pe re r nation and yeary or all R 2. NOo-Tredc/Greens Space Applications all R-Tank modules installed in roans aces and not subjected to vehicular bees ltcknll materials may either follow the guidelines for Pa I Green 9 P Y 1 g C. has accumulated the level noted in ere Maintenance Guide or rid a level acceptable me Owners engineer, Ore R-Tanks stem should be flushed. beyo P 9 Y Traffic Applications above, or the tap backfill layx(1Y minimum)may consist of MSHTO#5]stone blended with 30-00%(by volume) topsoil to aid in establishing vegettioa or t D. Acetlime dui All inspection antl maintenance activities should be perbmletl in amomence with to R-Tank Operation, Inspection &Maintenance Manual. ripen in C. Additional Cover Materials: Structural Fill shall conett of granular materials meeting the gradational requirement of SM, SP, SW, GM, GP or GW as classified by the Unified Soil Classification System. Stmdurel fill shall have a maxmure of 25 perform passing the No. 200 sieve, shall have a maximum day cor ad of 10 percent and a maximum Plasticity Index d4. Mahal shall be wghin 3 percent of the optimum mdstum annul as detannined by ASTM D698 at the time d imuttim. 2.Of OTHER MATERIALS A. Utility Marker. Ideal meulic pope at com rm d R-Tank system to mark the area for future Mllity, detection. 6� �a • o'er" �LL OQ wz 1 J zw �e w i Z V) O0°p WN o CIO Of S X W O E zM2 0 s a 3 E Odab 10 ZWT 9a Owo Lot F LL 0 _ W pO Q f K O Q /n OQ�C7 5 U��Z LL O O UWUH­ Q 0. �z m Z Q - U) Z W LU < IX 0 W '^ W V 1 m J _ U) DVB 11/24/21 6of6 V) Z O_ (n J w IY O Ih N Ih N L �Q Z � O N W Z H O Q U _ O N DOU 0 O CO3: C0 n QDO z Of ISO co O ZN ¢why O = Z~ O WJ of7 O(n N _� W Y L Ld Z O caw JIy = 3: 3 :5 1-- d Y J I� J N - O ■� N Q 00:2 to ho O N 0 O Ii Ii V) cn Ii Ii O i OLLJ ON (n 000 H '�, CD Cn > > I]] d I� 0 CDo Q 0 m Q W z z W 1 NO ¢ N ¢ U w Uri O O U CIO 0 0� Z w N W a< W z W W O O r� U W V J Q ILJ m J Q SHEET NUMBER CG-506 0 O Q C O 0 I v E Y O T 0 0 L 3 a 0 L N 0 m a 0 E 0 T v Y T C O 0 0 0 c 0 C O O N O 0 C m 3 .. D '- Z 3 Q J O 1 Y r 3 J E 0 j o i � y y c 0 � o L c rn v 0 Q° 0 �E nc v C � O s= � 0 d T V v n 0 n o v I y S � 3 0 0 c I )o v n � h v h � N O a � n JI � y U a y E o N T 0 O V � N N V ai N L O O L � E L 2 Z Q C J y o Y n _ o J - C L � C J N v 0 a o O � J � o ° y c 0 � y n a m �0 C N O L U n � 5 c m 5 � 3 L 0 0 J y E n � 0 p o 0 r 00 N N N ��rnmoi �i CAI f�j2Nao_ F 2 2 W 0_NN Owrn I I �m NMI a 0] p > 0_ a - co o M ao of p p 1- RPZ BACKFLOW PREVENTER WITH UNIONS FOR WINTER REMOVAL 1" IRRIGATION METER 1" CORP. STOPI--\ 45 LF OF 6" DI WATERLINE TAPPING SLEEVE & 6" GATE VALVE CONNECTION 6"X4" TEE 4" GATE VALVE 4" THREADED PLUG 2" DOMESTIC SERVICE TAP F 0 0 0 II II II II II II 0 / / CIS G/ 97 / O / � R / CONTRACTOR TO VERIFY VERTICAL LOCATION OF FO LINE FOR POTENTIAL / / -�:, / 98 O 1 11 CONFLICT WITH STORMPIPE EXTENSION / G S �' � � i � SET (VA) CHARLOTTESVILLE-1165 PEPSI PLACE, LLC D.B. 4722 PG. 213 APPROX. LOCATION OF EX. ASCA SANITARY �� i /SS \/-` /� D.B. 2359 PG. 589 (PLAT) EXISTING B" COATED SEWER LINE G `< / 0 PARCEL ID: 061 WO-02-00-002BO STEEL NATURAL GAS MAIN /S /�� y EtiPeN�pEL� ZONED: C-1 COMMERCIAL PARCEL USE: CONVALESCENT HOSPITAL - 1a9}� - \ 4 8< O 6�0� \ / j ( EX. GAS LATERAL TO REMAIN. CONTRACTOR S 190 - - G - - Q N S \S�\,F-GpEi� S / / / h TO CONFIRM VERTICAL LOCATION OF GAS / / - f LINE AT PROPOSED STORM CROSSING pQik gg0 F G� Jj i v 0y / EX. 8" GAS LINE 2 100 I�JI CONTRACTOR TO FIELD VERIFY DEPTHS ADJUST RIM OF EX. / 0 CS �� :.' - OF ALL EX. UTILITIES AND CONTACT SANITARY SEWER MANHOLE / (SEE SHEET CU-501) D 20' PUBLIC DRAINAGE EASEMENT KIMLEY-HORN IF CONFLICTS EXIST TO PROPOSED GRADE 0 / 0� INSTR: 202300000743 _-� \pG \�G FO VAULT TO BE ADJUSTED TO , �\ p / 1<X� C \ �F�V \ \ PROPOSED GRADE AND COORDINATED 0�00 WITH APPLICABLE UTILITY COMPANY VARIABLE WIDTH SWIM FACILITY EASEMENT- "� INSTR: 202300000742 Q I I1iIIiis11iI11111111111 i • s •. v. '• . , yfiy Y. I i i.•' 11 LF OF 1" PVC IRRIGATION LINE • .' .. : " ' .I 1 ILL_ PROPOSED 20' UTILITY• EASEMENT ' INSTR: 202300000742 11111111111 YI Y'I. i �. ,n •V'w 1.5" DOMESTIC WATER METER*'� • • _ (PROVIDE 5'SSEPARATION FROM HYDRANT) 6" PVC 0 6.84% . C . I I FIRE HYDRANT ASSEMBLY >; • .. y , • • . . • { "• 6" GATE VALVE \ �, 96 LF OF 96 LF OF - '- 6" PVC 6 LF I15' LUMOS ETWORK 16" PVC 0 1.04% EAS MENT D.B. 48,yl PG. 240 SS SS S $ S$ � W W w71 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 � _ _1 L EX. GAS LATERAL (SEE SHEET CU-501) \G / _ \ 1 EX. 8" GAS LINE 1 (SEE SHEET CU-501) 0 PRESSUREREGU TION \ \ STATION TO REMAIN x _ VIA - - I 11 awa. 2.26 ACRES , \ W50-FB-VA I 6,049 SIF ' FFE: 457.05 48 WAWA SPACES CO 3 (BLDG) ` RIM: 457.05 Ji INV OUT: 453.55 6" PVC CO 1 (BLDG) 3 RIM: 457.05 INV OUT 45355 6" PVC < x 6" PVC 0 1.04% W W W W W EXZ. MH RIM: 455.71 PGv�e 475 LF OF 2" BLACK POLY CO-4 (2-WAY CLEANOUT) RIM: 0 G INV IN: 450.77 6" PVC DOMESTIC WATERLINE INV IN: 453.05 6"PVC 14 �� k56� II ADJUST RIM OF EX. SANITARY SEWER INV IN: 453.05 6" PVC p<� ° MANHOLE TO PROPOSED GRADE. INV OUT: 453.05 6" PVC kY 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 \ \c \ \ \ 73x o G o \ 101A \\ 222 LF OF 3/4" PVC WATERLINE \ TO DUMPSTER HOSE BIBB 00 �--��--� 73x 0*10 \ 101 4 W W W EX. 8" GAS LINE 2 _7 LF OF ' -EXTENSION OF GAS SERVICE TO BE (SEE SHEET CU-501) 6" PVC 0 1 04% COORDINATED WITH UTILITY COMPANY 102 iYCIT " I� CO-2 (2-WAY CLEANOUT) RIM: 456.69 INV: 453.48 6" PVC w_7A1_ 5_\ J-� 8 LF OF 6" PVC 0 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 111 UNDERGROUND STORM WATER MANAGEMENT SYSTEM 120 EX. 8" GAS LINE 1 (SEE SHEET CU-501) lq \\, o 40' GAS LINE EASEMENT D.B. 290 PG. 434 D.B. 421 PG. 500 D.B. 1683 PG. 337 E/ \ 11 \ 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. 12. AN ACSA DEED OF EASEMENT FOR THE WATER UTILITY EASEMENT WILL BE REQUIRED PRIOR TO RELEASE OF THE DOMESTIC METER. L, p O M N M N Z O No � Z ¢O OU co O cn N co n U ¢Of z 0 O Z N ¢why c0 = Z~ O W of O u) N J _~ W Y Z O a� �■ Y N o� } N �ro Lo M 0 N S1`" \ v� RYA PERKINS LIC. No. 046565 07_/03/2 1_3 o o n o O N Ln 0 00 H CD cn > m d r p O ¢ O m o Q \ W z CD z W Y Y N O ¢ v) ¢ w u O O U J 0 N LLu Z Q L.L N W WW I'z W u O r� U W V J Q Ld m J Q SHEET NUMBER CU-101 � APPROXIMATE LOCATION OF DOMESTIC 1.5" BACKFLOW REVENTER WITHIN BUILDING \ \ \ 7? p \ 0 � 6 } m N v O_ w N EX. 8" GAS LINE 1 EX. GAS LATERAL C O C O T E Y 0 T n z 0 Cn 'o j s w 3 0 N v; v 0 o 6 N z a 0 0 a N M ° �■ Na Y Z a O LU Z Qo o U= N � OU co O o U E n U Q z o o 3 0 ooco o V) 0 Zw } Q Q �7 N J H O o u) w N = r 1 1- Z Y 'o ww03 J J D � v YN a- roJ_ o Q U 5 a0< y 3 � � N C M N v O s E N y C � 0 O a o}��p,LTH O+A A U 0 m71 co 00 V RYA PERKINS y LIC. No. 046565 oLO �o dL�09�2023 N E 10+00 11+00 12+00 13+00 14+00 G v ° jONAL o° GRAPHIC SCALE IN FEET z 0 15 30 60 �— N o Of Of 0 oof f 0 p -o w ON Ln HORIZONTAL a n Q °\ a 'm ' 'm 0 0 EX. 8" GAS LINE 2 6 Q "' �� w z m Y _ N U 3 U 1 3 10+00 11+00 12+00 Y 0< w '" o 0 LO M r7 s J 3 Q 06 > � 3 U1 W 24" x 24" 4,000 PSI 24" x 24" 4,000 PSI ' /� E CONCRETE PAD CONCRETE PAD v ) 1.5 U 1 C L.I.J Y ° v N L n 0 - FINISHED GRADE fPER FINISHED GRADE n LL v , N n TOP SECTION VALVE BOX N VALVE BOX A' o s (CAST IRON) ' r 0 o PIPE SIZE & CLASS AS REQT'D CLASS AS REQ'D 1..� N- PER GRADING PLAN G PLAN T C Uj N O /} v v O� C J W `- FLOW FLOW FLOW FLOW J w H See Specifications for See Specifications for Napproved bedding material. approved bedding material. w D� o m TWO WAY CLEAN -OUT ONE WAY CLEAN -OUT w E (Use within 5' of building only) „�- O a o H o J - 1 C o L CLEAN OUT DETAILWIM ; � CLEAN OUT DETAIL 7 Z Uj D a a U v v 0 a T N m GAS PROFILE NOTES z Q L U V) U� U� 1. GAS LINE APPROXIMATIONS ARE BASED ON TOP OF PIPE z ° ELEVATIONS PROVIDED BY INSIGHT. 5 O �^ U s 2. INSIGHT TESTS WERE COMPLETED BETWEEN 07/13/2021 AND �/ v W 3 LO LO 07/15/2021. L.L 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 4. CONTRACTOR TO ENSURE 3' MINIMUM COVER OVER ALL EXISTING Q m GAS MAINS. SHEET NUMBER O a r CU-501 a ~ 464 GRADE 464 EXISTIN 460 APPROXIMATE LOCATION 460 F EX. PRESSURE REGULATION 464 464 EXISTING GRADE 460 460 — �/// PROPOSED GRADE n 456 ---- -- 456 O z M 452 �� a 452 w i / E 8" GAS LINE / PIPE 10 A TO 100B 1 "RCP 44$ CROSSING I 44$ 444 444 440 440 o ao � co o n � 460 460 APPROXIMATE LOCATION OF X. PRESSURE REGULATION STATION 456 � P OPOSED GRADE 456 \ EXISTING GRADE 452 452 X. 0.5" PLASTIC \ GAS LATE AL \ \ \ \ 448 448 EX. 1" PLASTIC GAS LATERAL \ 444 \ 444 EXISTING GRADE a! ! \ 440 440 i! \ ROBBING i !� \ AP ROXIMATE L CATION OF REMAINDER OF EX. \ 436 LATERAL FOR VISUAL PURPOSES ONLY). \ 436 LATERAL TOR TO -VERIFY DEPTH OF EX. TO ENSURE ADEQUATE SEPARATION AS i \ !! \ WITH ANY CROSSING STORM OR UTILITIES ! 432 i 432 430 430 � � � N y v 0 a TJ C v 0 0 x T v Y T O 0 0 Y 3 0 u c 0 N 0 C c v 0 0 x I E n C O 0 0 0 C 0 0 N O o J� v Q .. •J 3 o J 3 o C E n 1 0 J v 'L N O � v rn u C � O O N Q J 0 0 �a L J] � c m v v L `o 0 o v v -d 0 o 0 o o � a I v v 3 U .. L D O �s O 3 I � 30 v n C — v v N 0 I ; :J n Y o Y N L � T o r) C o y _ N D7 v u L0 v 3 Fl L w n o v i 0 v n E Q y c •J ' � o — v J C V r U n � J :J vi m 0 a O m O � J � N N O � y c v 0 Y n 0 N , O C 0) O � u n � 5 W � 5 Z 3 m L - m 00 J 0 E n 0 O o 0r JUNCTION BOXES, TRANSFORMER PADS, PEDESTALS, ETC. SHALL NOT BE L13CATED WITHIN THE RIGHT OF WAY. VARIES �IO't�-I I 1D'i s' III III 5' 1 I n PLACE 5' GALVANIZED "WITNESS " POST MATH CAPPED ENDS PAINTED BLUE IN REMOTE AREAS AS DIRECTED. MARKER LOCATION MAY BE SUBJECT TO HIGHWAY DEPARTMENT APPROVAL. FINISHED GRADE -� ADJUSTABLE TRAFFIC RATED VALVE BDX W/ LID IIJ y�l Z N WATER SEWER K £ LOCATION [IF OTHER UTILITIES ATE VALVE (GAS, ELECTRIC, TELEPHONE, CABLE, ETC) FVLINE EASEMENT WIDTHS, WATER OR SEWER ONLY - 20' MINIMUM WATER L, SEWER 30' MINIMUM WATER IK SEEPART 3, PARAGRAPH III SEPARATION OF WATER 6 SEWER SYSTEMS. UTILITIES CROSSING A WATER OR SEWER EASEMENT SHOULD BE AT 90• TO THE RIGHT OF WAY, UTILITY LOCATIONS & EASEMENT WIDTHS NTS FIG. W-1 2500 P.S.I. CONCRETE ° 2'x 2' BEARING AREA. THRUST BLOCK 2 •, dP ° V d. 4 NOTE : IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (8) INCHES ABOVE GRADE. TYPICAL GATE VALVE NTS FIG. W-5 TD-9 A SIDE VIEW B ODOR HINGES I I DIAMETER DRILLED M FOR TOUCH READ I I LWTS C I I I I I TOP VIEW I 3" DIAMETER FLAT BEARING SURFACE UNDERNEATH LIFT HANDLE L— — — — — — — — — 24' X 36' ------- ALUMINUM ACCESS HATCH TYPICAL METER VAULT N.T.S. FICA W-7A METER SIZE DIMENSION4DIMENS A1 DIMENSION L2' 3'3'B' 3' , 3' 5'MIN.'4' S' MIN. ' GREATER THAN 4' PROPOSALS WILL BE SUBMITTED. TD-14 MATCH PROPOSED GRADE 24" CAST IRON COVER A" Teo BOLTED (TYPJ CAST IN PLACE COUPLING WATER TIGHT GASKET D = -L1-155% +OF D L2• lR INERT COATING 1' COMPRESSION X 3/4' MALE PIPE OOUPUNG M APPROVED EQUAL 1' TYPE N" SOFT COPPER 1'd'• NOTE NO SWEATED FlTIINGS DUAL SERVICE I. TYPE N. SOFT COPPER SINGLE SERVICE NOTE 1) SADDLES SHALL BE USED ON PVC RIPE ,,,[[[ 3V MIN. 1/8 BEND COUPLING A/ e / 5 Ho ❑O FOR USE ON ATTACHED SINGLE FAMILY RESIDENTIAL SERMCES OR DUAL RESIDENTIAL AND IRRIGATON SERMCES. 3' R. 1" COMPRESSION z 3/4" MALE PIPE COUPLING OR APPROVED EQUAL "OR USE ON DETACHED SINGLE FAMILY TESIDENTIAL SFRMCE WHERE AN IRRIGATION PETER IS NOT PROVIDED. CAST IBM LID FINISHED GRADE / �COTTPd1ATIIXN SIOP� 1:.4.'•yRryr.`,-:,Yt —BRICK AS NECESSARY SAND OR DUST UNDER BOX AND SETRR (2-INCX '�S;kKx j"2i..r atc, ;. _,' AGGREGATE GATE 203, N0. 57 f '"j,� ut"^ '+:.+ 'a-.�4�,c`� •' AGGREGATE MINIMUM THICTNESS) Ffi; :`"+wL.�'.r'�y`ti=•�-'''y;f t:(at r TYPICAL SERVICE LATERAL INSTALLATION (5/8" & 1" METERS) NTS FIG. W-6A TD-10 FRAME & COVER (SEE FIG. S-1-D,E) 41 NUM. SLOPED AREA It IITTTII IIY CRIMP AND ROLL END OF COPPER PIPING 42" MIN. REMAINING COPPER PIPE TO BE VERTICAL 24" MIN. SHUT-OFF CORPORATION STOP STREET SURFACE OR NON —PAVED AREA _+:?E'er^ 1'-0" MAX TYPICAL SERVICE TAP ABANDONMENT _ I RUBBER COATED STEEL °0 STEPS CAST IN PLACE 3'-0" MIN L�J PRECAST REINFORCED I� —f CONCRETE SECTIONS • TAX '' ° • ' •>o :. ..':''° v :'. ':. •. ;."a' .:;: "0" RING SEALS T MINIMUM ELEVATION T DIFFERENCE ACROSS M.H. 5" `4'-0" 51. t NM FROM INLET TO OUTLET —ns"—►{ SHALL BE 0.20 FEET. e CONCRETE VARIES ' •a7" MIN. DEPTH OF FLOW FILLETS 4 CHANNEL TO BE r AME CON RIBUTING-TER OF -- s11j CONTRIBUTING�-- WINGNUT LOCKING ASSEMBLYSEWER. 1 Imo• 1+ . •' A FILLETED INVERT FOR A SM00 ` • ..,:A '• s •: 12" 1 TRANSITION OF FLOW BETWEEN 1 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 NOTES SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS. 1. PROVIDE A 6" THICK GRAVEL BED BENEATH THE METER VAULT. 2. THE CONSULTANT WILL DETERMINE WHETHER MANHOLES SHALL HAVE 2. MINIMUM WALL THICKNESS FOR PRECAST OR POUR -IN -PLACE VAULTS SHALL BE 4. EXTENDED OR NON -EXTENDED BASES. MINIMUM WALL THICKNESS FOR VAULTS CONSTRUCTED OF MASONARY BLOCK SHALL BE 8". 3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED 3. THE OUTSIDE OF THE VAULT BELOW GRADE SHALL BE COATED WITH AN APPROVED INSIDE AND OUT. WATER PROOFING COMPOUND. TYPICAL MANHOLE SECTION TYPICAL METER VAULT (1 1 /2" METER) SHOWING BRANCH TIE-IN N.T.S NTS FIG. W-76 FIG. S-I-A TD-15 TD-25 MATCH PROPOSED GRADE PROVIDE BUM RUBBER SEALANT BETWEEN CASTING 24" CAST AND RISER (TYP.) IRON COVER _ BOLTED (TYP.) GREASE TRAP 1500 GALLON (2 COMPARTMENT) TANK SANITARY L TEES L)• ALL INLET AND OURET PIPES SHALL BE INSrALLED NO MORE THAN 6' FROM THE BOTTOM OF THE GREASE TRAP. TANK TAPERS TOP TO BOTTOM AND IS TRAPEZOIDM IN CROSS SECrM. TANK IS 5000 PSI CONCRETE -STEEL REINFORCED (O 28 DAYS) CONCRETE CONFORMS TO ACI 318-16-4.5.1 AND 318-16-4.5.2. ASTM M15 AND A185 -DIMENSION: 151' INTERIOR/ 163' EXIEMOR LE14M X 72' INTERIOR/ Be EXTERIOR MOM E-)W 1 WHEN LOCATED IN DRIVEWAYS OR PAVED AREAS, GREASE TRAP TO BE DESIGNED FOR APPROPRIATE LOAD BEARING AIDMONS. GREASE TRAP SHALL BE CAPABLE OF WITHSTANDING HS-20 LOADING. 2) ML PIPE PENETRATIONS SHALL BE WATERIIOIR. 31 GREASE TRAP SHALL BE PROVIDED Wn GAS -TIGHT MANHOLE COVERS, IN ACCORDANCE WITH TOWNSHIP STANDARD SP cITICAnONS. 4) PRECAST CONCRETE SHALL HAVE A MINIMUM 28-DAY COMPRESSNE SIRMGm 5000 PSI. 5) EXTERIOR CONCRETE SURFACES BELOW GRADE SHALL HAVE 2 GOATS OF COAL TAR EPDXY. 6) SPECIFIC SEALANT 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 t2 OR APPROVED EOUIVAIENT) AND THE EXTERIOR OF THE JOINT SHALL BE SEALED WnH NON -SHRINK GROUT IN CONFORMANCE sIM TILE TOWNSHIP STANDARD GREASE TRAP DUAL 7) TANK SHALL BE TESrED 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 MASUC TAPE (KEN SEAL OR APPROVED EQUIVALENT) SEALANT. 9) MAXIMUM EARIN COVER-50. HS-20 LOADING. 10) INLET AND OUIET EQUIPPED WITH PIPE SEALS NTS FIG. W-6B VARIES 4M.J. VALVE BOXTD METER BOX (SEE FIG. W- THRU W-7E). VARIES —2" COPPER FITTING4DIP " PLUG THREADED FOR 2" COMPRESSION FITTING RESTRAINED JOINT FITTINGS NOTES: GATE VALVE WILL BE 4" UNLESS OTHERWISE SPECIFIED BY THE ACSA. • SERVICE LINE TO CONNE(.TAT MAIM WrTH X"I TEE. " REFER TO FIG. W-3 FORTHRUST BLOCK DETAILS ON TEE. • REFERTOFIG.W-5 FOR THRUST BLOCK DETAILS AND DEPTH OF COVER ON GATE VALVE. • NO CONCRETE SHOULD BE POURED ON ANY PART OF THE RESTRAINED JOINT. USE PLASTIC SHEETING AS PROTECTION FOR BOLTS. `• USE 2SOD P.S.I. CONCRETE. Date 05/23/2022 (1) Project Name WAWA ROUTE 29 AND GREENBRIER (2) Project Location 1215 SEMINOLE TRAIL (3) Consultant Kimley-Horn (4) Primary Water Plant (5) Design Population (6) Hydraulic Capacity AWWA Q20 CALCULATION (gpm): 11417 (7) Pipe Material VARIOUS (8) Pipe Diameter (Inches) Length (Feet) 1" 11 LF OF COPPER g^ 45 LF OF DI 3/4" 222 LF OF PVC 2" 475 LF OF COPPER (9) Total Pipe Length (Feet) (10) Fire Hydrant Assemblies 1 (Number) (11)Blow-off Assemblies 0 (Number) (12) Air Relief Valves 0 (Number) (13) Gate Valves (Inches) Quantity (Number) 4" 6" 2 8" 10" 12" (14) Minimum pressure at critical water meter 50 (20 psi required) Authority Provide: Booster Station Water Storage Tank Pressure Zone A-1 ACWWA Water Demand Estimate and Meter Sizing Using Fixture Values (Based on AW WA M22 Manual, Second Edition and ACW WA Rules and Regulations) ACW WA Project Number Building address or number Residential or Non -Residential Non-Residentmi Pressure Zone at Project 55 (Obtained from ACW WA or Hydrant Test) Fixture Value Number of Subtotal Fixture or Appliance (at 60 psi) Fixtures Fixture Value Toilet (tank) 4 0 0 Toilet (flush valve) 35 3 105 Urinal (wall or stall) 16 0 0 Urinal (flush valve) 35 2 70 Bidet 2 0 0 Shower (single head) 2.5 0 0 Sink (lavatory) 1.5 2 3 Kitchen Sink 22 0 0 Utility Sink 4 4 16 Dishwasher 1 2 0 0 Bathtub 8 0 0 Clothes Washer 6 0 0 Hose connections (with 50 R of hose) 518 in. 9 0 0 3/4 in. 12 2 24 Miscellaneous Bedpan washers 10 0 0 Drinking fountains 2 — 0 Dental units 2 0 0 Combined Fixture Value 218 Demand (gpm) 62 Pressure Adjustment Factor 0.95 Total Adjusted demand (gpm) 58.9 Required ACW WA Meter Size LARGE METER SERVICE LINE NTS FIG. W-BC 1212 3/8" WATER CAST IRON LID ( NOTES: (1) A 1-3/4" DIAMETER HOLE IS REQUIRED IN THE LID FOR TOUCH READ METERS. TYPICAL METER BOXES (5/8"-1" METERS) NTS FIG. W-7 TD-13 FIRE FLOW ESTIMATE FORM ISO (Insurance Service Office) Method of Calculating Needed Fire Flow NFF (Needed Fire Flow) ENGINEER Kimley-Horn DATE: 10/31/2022 PROJECT NAME: Wawa 1215 Seminole Trail CALC. BY: CBB TYPE OF CONSTRUCTION: WOOD FRAME C-1 Class of Construction Coefficient — F: 1.5 GROUND FLOOR AREA: 6,049 # OF STORIES 1 Total Fbor 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)+P)= 0.00 X4+P4= X2+P2= X5+P5= X3+P3= X6+P6= (X+P)I = 1.0 + E(Xi+Pi) _ (Max X+PN=1.75) 1.00 (n = NUMBER OF SIDES OF SUBJECT BUILDING) NEEDED FIRE FLOW NFF = (Q (Oi) (X+P)I NFF = 2,000 Automatic Spralklers: 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 inA.W.W.A.M-31,I.S.O.'s 1980CommercialFueRatina Schedule and I.S.O.'s 1980 Fire Suppression Rating Schedule. 9/94 Foam F-9 O Ih N C M N L0¢ z, 0 No �z QO C-) OU N 00 � CD Nix n U z ooUo Z N LO = z�00L}LI 0 5 o u) R7 J _Ld W z 0 § LLJ �a� 04 N IiJ N O } N �U0 In I� 0 N I RYA PERKINS LTC. 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POLES MOUNTED ON 6 IN. CONCRETE BASES - ALL CONCRETE BASES TO BE LOCATED 5 FT. BEHIND CURB - ALL FIXTURE COLORS SUBJECT TO FINAL APPROVAL BY CLIENT GRAPHIC SCALE IN FEET 0 15 30 60 ill =30' THIS SITE IS LOCATED IN A REGION WHERE LIGHTING IS REGULATED BY LOCAL ORDINANCES ILLUMINATION LEVELS ARE THE RESULT OF CONDITIONS OR REQUESTS BY OTHERS RED LEONARD ASSOCIATES IS NOT RESPONSIBLE FOR INCIDENTS CAUSED BY INSUFFICIENT LIGHTING AND DOES NOT RECOMMEND THESE LEVELS FOR SECURITY AND SAFETY REASONS LUMINAIRE LOCATION LUM NO. LABEL MTG. HT. 1 A2 17.5 2 A4 17.5 3 A4 17.5 4 A4 17.5 5 A4 17.5 6 B4 17.5 7 B4 17.5 8 B4 17.5 9 B4 17.5 10 B4 17.5 11 B4 17.5 12 C4 17 13 C4 20 14 C4 17 15 C4 20 16 C4 17 17 C4 20 18 C4 17 19 C4 20 20 C4 17 21 C4 20 22 C4 17 23 C4 20 24 C4 20 25 C4 17 26 C4 20 27 C4 17 28 C4 20 29 C4 17 LUMINAIRE LOCATION LUM NO. LABEL MTG. HT. 30 C4 20 31 C4 17 32 C4 20 33 C4 17 34 C4 20 35 C4 17 36 D1 9 37 D1 9 38 D1 9 39 D1 9 40 D1 9 41 D1 9 42 D1 9 43 D1 9 44 D1 9 45 D1 9 46 Si 9 47 Si 9 48 S2 8.5 49 S2 8.5 50 W1 15 51 W1 15 52 W1 15 53 W2 8 54 W3 15 55 W3 15 56 W3 15 57 W3 15 58 W3 15 59 W3 15 FOOTCANDLE LEVELS -CALCULATED AT GRADE USING LABEL INITIAL LUMEN AVG VALUES MAX MIN AVG/MIN MAX/MIN CANOPY 19.88 29 8 2.49 3.63 DELIVERY 8.66 10.0 7.2 1.20 1.39 ENTRANCES & EXITS 1.61 4.4 0.2 8.05 22.00 PAVED 2.67 10.1 0.4 6.68 25.25 ROW 0.30 0.5 0.0 N.A. N.A. UNDEFINED 0.34 9.2 1 0.0 1 N.A. N.A. SCHEDULELUMINAIRE SYMBOL QTY LABEL ARRANGEMENT LUMENS 3000K FACTOR LLF BUG RATING WATTS/LUMINAIRE TOTAL WATTS MANUFACTURER CATALOG LOGIC COLOR 1 A2 BACK -BACK 9761 1.000 1.000 B3-U0-G3 134 268 Cree Lighting ARE-EDG-3M-DA-06-E-UL-BZ-700-30K BRONZE 4 A4 SINGLE 7220 1.000 1.000 B1-U0-G2 134 536 CREE, INC. ARE-EDG-3MB-DA-06-E-UL-BZ-700-30K BRONZE 6 B4 SINGLE 7755 1.000 1.000 B1-U0-G2 134 804 CREE, INC. ARE-EDG-4MB-DA-06-E-UL-BZ-700-30K BRONZE ® 24 C4 SINGLE 10912 0.763 1.000 B3-U0-G1 101 2424 CREE, INC. CAN-304-SL-RD-06-E-UL-XX-525-30K (SPECIAL ORDER) WHITE 10 D1 SINGLE 1652 1.000 1.000 B2-UO-GO 27.2 272 Cree Inc KR6-20L-30K-120V + KR6T-SSGC-FF N/A ®. 2 S1 SINGLE 2659 1.000 1.000 BO-U5-G2 20 40 FC/SSL Lighting FCWS7170-XXX-30K-2500-CRI85-XX-D ALUMINUM 2 S2 SINGLE 2542 1.000 1.000 BO-U4-G2 20 40 FC/SSL Lighting FCWS7168-XXX-30K-2500-CRI85-XX-D ALUMINUM ®� 3 W1 SINGLE 4210 0.763 1.000 B1-U0-G1 43 129 CREE, INC. SEC-EDG-3M-WM-04-E-UL-XX-350-30K WHITE 1 W2 SINGLE 2105 0.763 1.000 1 B1-U0-G1 25 25 CREE, INC. SEC-EDG-3M-WM-02-E-UL-XX-350-30K WHITE 6 W3 SINGLE 12455 0.763 1.000 1 B3-UO-G3 127 762 CREE, INC. 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Nma..inel.ampNL n rap ato m.e•u wheNal A,m �. wTlra .11Larde ewideds •I TFpll pug XMaw IAW Clmnlnpml vaismna Ie Pexida Me9um W i eV -addrealfsurLoree grbr con wdwVd Mm•n snan a•rele - wimsards" AS N aeiam a.e -smmer,rwmmen :rIvvudow enm;n.nm Zum Meeiuin mrw` da -edix m aoaye�e:: aye. -awitua emu o..eq .fret. . mrr nn IML Reramm.a. Nu - .nndnXmwh :a rm -Lunn m pnL� . miLLeltl„.Ia,PNLepfram, Nl-wean T.memwn _as an A an a MFlaw MFm ef1aM MMlunebae elastiml'1.ae•.m.mbr -deneemandive w m'FlM see aL mtleMm uen, ."car moYiIr Wminsn na .a £W C&I on a.nMa. min (800)236-690D Gran: co elmmirn.saraaamin (8001473-1234 THE EDGE- LED Ama/Fkod Luminaire Product Specifications NKTRUCTIM L WTMIA15 • Sum low profile in ism z MAnd Wad requirements • MWmathrtesore r9nms ueLnntlO antlmrugrgeatl "ft mraent smtl rahNmh Moagro 3.o6mm' e1g34nml1, 5h2mnmu1 rea Dan OLmount contrary,nWXcmng mounting mMn MouMinBis.agedidn[2WMinUm, mou �wwkmtl srurtsa pwwOM1 MI&18 UNC MIW swse 2'finmofWorts • Asadd SA mouim ry die Cast aWnimme armount a 2' 151mmIIP,2.375'160mM0 O.tenons • IMlud..WAf/IMb*g.W • EaWAM LAWM9 DetatGuards finish M.. An E-Coal epmgpdmr wmlanultm-du.M,w.rt.p Lp.dngm untre INnmW mmeon. ullreeonst deradetlon and Abresbn. Black bmr¢e. are%C andamideanmis • Weight: See Dimensions add Weight CMrU on pages l and 22 YCIRIGLL SYSTEM • I A W VMl... ;120-27Nr367-dNV, WON.. CU. l drivers • h rEsdm:,0.9atfulllmd • TMel HarmnkDiwati.,<2MMfuRl d • DA and OL mounte designed Mth integmtwa igbl attended bin MMNrminal Nnpsl120a-20Bal For.W pwwrbmkup • IM•9rat 1OW surge CUppwion pmw Wn sWrwnd • When it. tllctarlueWgeeWw Blwaee ortae CAD monumental MuW toaddmwinNMeumM • C°n.ItN,w TlnlumLlre Wain u la kel ry g req • MO.m dU40EDL1mM2M-1 135nnA:1nM;20 LE015756 200mAI and60-BO LEO G 15mA,1R-1R IE0:0.30mA REBUUTOB' &WW WWQUWFIUTMW data. Linn • S.RaW.Mrsdatioddifitans • Elminauzr Me IP66 per IEC 605V when ordered without P or R comes; as P • eowiwit w IDO emcee 33 brM • C oche AN51C136.312R1,3Dbmlg°aM ompu. NbaWn mntlerdewmn orderttlmMAq DAae OLmoum • ANSI C136.2Here .,a prNditund tested in aaawna Am IEEVAHR CRA1.2 • MoNsmC Part 15. Support B. Chi. A Bar% ar antlutletl an headed earnizationd • Wm and finish endurance Luse to wimaWnd 5.000 houreM e ated ambient salt tog Constraint as defined in ASTM Standard B 117 • DLCqualifiddeithseed SKUs.Relerlo hope/ www.a ny A9e g arm/ for most wmM Information • Meets Out American requirementsRe ttin ARM •asmandedguRfaoa.ns n..a aeae eRmPmenNn Gem me -.India.-. 180012314800 Cr,rtlN neefomnoneefoMno-anan�.rml INDIAM-1234 REDLEONARD ASSOCIATES 1340 Kemper Meadow Dr, Forest Park, OH 45240 513-574-9500 1 redleonard.com CREE = LIGHTING 0300MOMM I�I�ik�l�l�l�i�ai�■ I�iI^ai�■I�I�I�ia■i�■ III®®©®®©® II�III'Ill7i3■I�I�if■iI II�II�II�i�l�l�ia■i:� I�IIisII®I�I�I�ie■i�■ I�II�i�■I�I�I�i�■i� Nlw sum cm'n aruurnmXn•Ymrr•F rwmnwxn•pw.nrm.amwaaaa, WE ERE' Sense Amble Adluu d Lamm MainlrNNs' MnWe. Iliste UMFIMF Open Awreddr 501 %among LMF 75Nhr FmnukB WF ImKnr Series IMF s•eMl'Fl Ira IM d.W ¢m age tdClw'Fl 1m Im p.W di aeA 1A'CnA'Fl Ira and A.W pre an aSN'n IAI aN a.. an firs ]5'CnTFl Ira and Ad a.- Met wai vzonve rnn. Pow Me ��nialvmnear..mmariermee^,r.:riarvmaraa•m� CREE = LIGHTING QTY LABEL DESCRIPTION 24 C4 CAN-304-SL-RD-06-E-UL-XX-525-30K(SPECIAL ORDER) 304 SeriesM LED Recessed Canopy Luminabe Product Description Luminaire bmuain is mnstrucled horn rugged die cam aluminum Components IRS Mount or gg Wnen sathelam extruded chammumram neresi Mount.LEpdown gure.0 mounted marwlad f I w Arts[ thcentermemberteat allure For dameshambeast Me aluminum rimimirt maum didec9 hadi ao]Mono tlrkantllaxcuretllm pzithalenidayA num4lm Creme.tweenalre H PY P bouaing is aApmd with factory ock.Applied foam par mal that gto or d a .akin d casl safth 1 luminein hloo . and D.Ag.d War cadet a of trw In slogs 0r tl0ubW akin cenopinneM l6' 1606 mml loop p°sign°tl M nnapiae °f 19-2g gi Imazimum 0.OW U mml thick..]. AppUs W.r Panleume m,m,wenience Harr, dnve-thre Banks and re nW, nail and grocery PNkTm summu Patemed Nan.Optk'Produm Trhae , Ass& M In the USA N U5. antl impertee w. CRI, Minimum 70 CRI Cm,l OK1./-300N, 57NK la/ -NON Ad all LimitedMMnF/' yearon luminaiNtO a0 soneolorlast 0elteuaN• finish yxars lexamM1.IMUlrynveceaereantir'••e-some. ACCeee rin FIw.,Neya x.wNua.a.a -rw •emM InakmNtl•n d IG wgnmmM mublM eptlq a rrinlrrn M m M1eM#•B eery n rpulrN Ordering Infor ion i Mount ti/ • I 0 13b6mm1 Mmml e.T 2]Dinm n 6mml I pm� nsmwdmlpaMatMn 00 g6mm1 I V:m D 6 mm1 Weigel 12111, flail nnrnan.nndMer,r.a',rl4armaalanat®nl,rn,annrlwruwvsye.u•ml,aa-Nlm•Nlumwmam.,ra:le.wlwl.e m.me...e I:ss.Musae•amnm C®BS ® 1 PoNkW,Md�le CREE- m: ppMiq-. T 180O) n6-6R0 FM -HIS Camew Nwwsm.mMmntla T 18001473-1234 F 18001890-7507 304 SeriesTM LED Recessed Campy Luminaire Product Specifications CONSTRUCTION& MATERIALS • RSMount l - is pM1 grah from ru ed the torrieve,me 1 a' ' pare. NO per .-Awnkfiu T Ilytl -g d to, LED dwmoAppUdztIonz . RD woursl housing sconstructedfrom repeal aieae aluminum entl kalures M1'gM1 petlormance eaAu----Wminrm----i--- aprMollydWenea for Lm canopy applications • LED arimris Mounted In a sealed wealberli9 M unWrcMmMrmal be Im afar foraccessrmm current the a nMa • al rated driveanaires &between 350m 525maend NWMon Non -IC rates luminaires A • Luminaire housing pmaiaea with factory action bam gukul aM noktles for a midnight east Mtwasn lundre ds homing andCampy • Mouncair iyto MecanoWde&aessecunainpkruwkhaaia destalude umhimfame • RS mount Includes androaljuncunn bin which studio Anne M lnM LWlion without na as open Wminade • SYIWgs We ue• in single IRS Mount] or double IRO Mound sand Canopies Path 16' 1406mml wide panels • OWgnlarampin019-23Wuge(mWmum O.OSPltm4 MM ] El riaLMa ' IFp Cand W1M N�1Nr 1]°.dBN Ta4l CummW 1ZN 10Tr ]NN ]'T' ai]V NT/ ]MOM M LL N9 a.ta a.II all a15 mx As 69 nm aM aA err .21 do, 5LC „a m ]1 6w 09 GSI 0.R -1 nub M an OBI 0A9 oN 0.m I am Wi 1[aM of M nW ou dI0 nm na 0]I in Ica I.la °La a.e/ nM Wtl I Me •See 228 Senr's Cancer Wmimirr For canopies using 12' 3 m) e•mnlrmrcm'Fl decksectlons •wishan ef-dus1 Wposeertopinish rea(unsan E-Cmle3° ceto as an ulna-tlurabW pcwtlerfopcwt. providing eaaRrartmisknce to mandes. narrowest its ratlalion and abrasion. B`- `- -- and"itearewailabW ELE UL. M • Input VoW :120-27N or 347-"W.. 5WUHz. Cities I drivers • P°wer Famn, 0.9 at hit Wad • Teal Harm. c ONartnn v20%at full load • Inte ratweaehat, ht Merunce bin with seminal sun I2se"Ga For 9 9 pal earypmvxr hookup • • ec deksupress eNntlaM When didMesrusng aslow use; anx ordean tD bmeruhould be used to address inrush baron[ . 10VSnneeumnh0.15mak RMUWU a W W NTAN OVALIRCATONS fNMN.mYMWNMuM ant. Wbbinlw• sheet. least IMt 25Kk ftja LMF RK W am]ebi LMF asks, cido, LAW 100i (dmlab8 LMF S.Ign las con ad Me la-cwn Ira na as nW I. lo-cwFl in am 0.a 0.m a.W m•o Men IA1 nm na nW p.m z°•c lTfFl Im R. aw an am rotas Ustea oonv2 ��mew • Si ibbNforwetaati.. a+.mrralurs�lm.• D.TM. passe`wianrm To, annovoe.....n.m • Mee&FCC pan lS Mendeeabr cendudeb end rediete amie6iens evence. •Encla.n elect IP66 perIEL 6Bs29 a rr r ,.Lin, „m noun ar,, of ordwtwseau11 aennl ualm serums nn • IOkV sragewpprwbnpMMion lested in accordance with lEEFJAN51 mW n,lw w-m-mfaxwes aev rm�noi If. e.n..owassaware Calla. pidwevLnnw CMAI.2 • Wmn.antl finnM1 entlunnce lestetl low MNantl 5,000M1ours of eleyeetl.Mb entm4a9 inn fterwas defined inASTIM Standard B 117 • DLC quWfkdwhen ordered wig PS ox SL orics and 525 or 700mA drive Mxmwxu.tlesignlyM16.arg/OPLfor mast baron[ ,dmmaamn imdadi • Compliant, Conhadtoar fairi°nadeNils • MeeBuyAm,nvmmquinmenN"NnARa •-CaRenpfXR BGwrrJGpMUNwNam,- ara.pes...nimy.c..9w disia. CREE dii We Ykwq,asem T MNI2 MO F mN158F6115 G lwrmuwmNawaa T(8001173-1231 F [800) 890-7507 QTY LABEL DESCRIPTION QTY LABEL DESCRIPTION 0 �MIA, 10 D1 KRS-20L-30K-120V + KR6T-SSGC-FF ' 0 ti 2 S1 FCWS7170-XXX-35K-2500-CR185-)O(-D ' 0 KR Series KR6A LED SpecOkatlon Ought - Round 6' Product Descrip tion "a KRGM LEDs tlions. dwell Ml .. Crx TrueWnllM Txnnob entl delayed beeutllu w 9 9 AI M1- ueU tight eXM a to wan.Dri Web for consirvctlene Ilatbns. 9 q IY g ry D nr 9 DP aMKRSeaiuminum bWine �ish of a ce er mtl somr, care mm6vdtbN M1 al" V P a 9 9-W M anodizedaluding CMleceafini SunseticgT adder, which pr anaam:ie of hiim based9 P :Y. IY n9 insWtlln Crteli MiDKwnaetmmmin inande Msou mantles rich, xarm highsMel aptiom 9 9 9 gY P tnnzmmnsfrom nooKWlNOKnnmmnlxn Inandexemaodm. PBI'IDI'leeal slemllwry UXures CneT r.Mite• Temmlod, InXYIWlinzed Wmn.:9066.3WWmme:NiWeredWmnPWWtispg LMenueln0a55m lybe rellMor Ideal pair: 13-87 its I FsrlsrgrmYPsrfmmnw:UP W 1210 Wmem; 11N, Minimum NMnldnn CRI, N) Cm: 2/010K 3m0K WORK d K, 5000K CntmW: Tnac Dimmingto5%.WbIW Dimming to 10%, and Leads Em5y5 'Dimming W l% J LimiWd9 n5a: m .anon Whom Wminairsol warona®a Fin Umi Wanner Emrgmry Bxk Up trot Ba ,I Year Seem, Back Up. Tag marketing rs. G.mymrs ACm90ritl Flw.muue anNcxeeaarrw aommlllwemMn ml61(froe"whe RBN]OC pdd1 RS,t,I mmormlas Mgn. -119-mdamrleg...1mifC fan. ne send N.-I1aneCEFmne, oars - ewirF RBX]IC-1 benbma Rvm.ma-ulaara.l-w-Remml .... header al?N;ingred ticb .tan xwnlfeeeaurynrgb[ammnw leuenenan rca6rr•IleeWa Ordering lnforeWUon noremsemMedImmediate romp MMa mm� rew11u1muNMartl•Mwwrwb'. vi Reeacb IH.Nrg mtl M MxN xpraklyl Sad. RanMernnWM1 MM.FMM OYeMm -afte-ran ewia. sun M]ISYexnanak6Tonalon fiestaidna GAr R IYIN waken fi rTG M1M caw wNlWan awe o.a:nsoanl2mxp I l a- 1 I 41 019m1 26' I3zomml 7d-• �nlol^I HA7mm1 UU 0' y 8mm EmmmugB p led' 1467mm1 9.T �-1699mm1 1 76•• e�m1 zm Th had •M61dp6m1YewL Wmn hYw ce` D0� ® .EnEnabledmm CREE LIGHTING M Mokka� Final G T(NO)I1-1231 KR6TM LED Specification Dadntight - Round 6• Product Specification. MUTROEWHIM'nCHNOw A:md,:rona to aemteb h t whiml nlr. C T WTitO ryarr 9 n 9 at LY 9 1r CM,nsawteMChara ahM toff =Wr a [ions 9MCPo,CNWIa[UgM cnaracre am lwgmla ryatlwT,m mmhiomehgh Wmnous decade -a free an mmpnmim working Cp61 MON&MAWE Lde brightness wmboM spun AlakaWmi.m m., GO V nmm] thick with defined radius and.memo. xe-,setts • SONSatin Glmv Ckarflndre standard • 2'51mm1aenure.mataammmoeateaus McNrdu WT p p 196mm1 [hick aiGngs and pmiae llezibiOty in m unli:g vntnin9nd • provided with quick mounting buckets For Optionlcrrybg Channels • Llghten9ine, optin.anddnoraarslbWfmmbelowalling EIFLmmAL5y59F21 • Pwnr F¢Ien, 0.9ar1AVnd27N • Tm L Harmonic coNorMm, M%M WN Wad • Input Mover: 120, 21 or 31 SOIMHz • OwMing TemlMratun B.e:-18'C-MO'CIO-F-•IN'R:minknum opmungkmpaMureeMWoOlonWMI3 F) • IOYSwmCurmN:9La 131,0.18mA:2a-IOL24M:60L: olleak CON]ML9 • TFor rig an ming to IXdWNng nM W c°Mro1 mIWNUlyChad on papal • TNecra-di dimming • CONin.raimming to link with O-10V CC mnholpmeaal • 1NSwmLNmmU9L&13L 0.15mA 20L NL 22mA • Ferureth CWIsing amtemeena • UaemxlgM ngmdont ntrylsrlM1.Wnlmnned0onamntnkiMended For mewi1h 1E0 fitlurts • LWron • 1bMnEmKN.1%mod,nd,or/nwmMannnkr series for recommended dram mAW and mrnaawrier KR Sa rids AmdeM Mpuaatl Lumen NMnbnance' mesa 25KM1r Send, ]SXb unfair Ambient Defense WF' IkwrkN R B Fonda Etlkneh8 EN..m Wmem Use Led Use WF 9Lt. 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L as 115 and all Aga duldrandis h•Fl eNuarom.vownTARr OGAL Flwnoxs r••'Ma awls -renau amen ,e.pe.a ame�orselu*I n • NLus Ucted amne a enw.•woan nn s He eastrund • Sumays for herewiring8A12190-C 6m,r rm^ImanaYmamn6ef nave awWa,M•eed noun' foredo ins ma • Sullabis for dam, loof,one • Designed for indoor use only hmkDpagdOn • Therm ally pmteted Type NONAC in eavetlanm*MMtime 410 NtM NEC and UL 1398 Renmmendedmi0n mut6511mmm1 g° • Requars minimum 90-Cmppx conductors _ • M FCC Part 15. Subpart B. Clean limiWf°rmnWu and mdiMe nayeaseena-rat-1.12 1'11-1 211. am6Elr6 1 • ia • EneVeStaP cut earth the eaceprown 09L 13L and 50K Cm. 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' 1 INpgmA*m mkm fortune ISUP H A 7Z' W A VD wowd 7.51be hm®Yp marinemost. wrmmn mzWMR hurry gauge high pressure the cast aluminum MfkB impact reslstam, UV seated me pdyoarbmeln eleuwr �� mounts dlrectlyto ,'Gard junction box: masonry appl paws me fear H) OP6' A a75'BnwNwM land w4" (Wenars not inducemomd Ybox by °Mars) kgrew whom dry, dam p, or wet locations with PVC dosed Cell foam gaMbe lea aRNntamia0k gngl the mega chemical Iron phosphate substrate pre-h'ealmeld pre yefth IN stable, pdyrbbr PmNdfumt color tempemmre 270df 9000K 3500K I 4mIX lumen output 12mbn I1SWM Imind Igman IWmolm lfdme >70Amluun/L70wm mina ConS181em:g aSbp tbLAlMn �w/LrmtwxH5 wp :mlwm NM4makn 00NBmlp-13°Fb10TF(-PSCbIO'Q I UM-lWtlNTF M'Cb4VO I MBape�0ib11S°F(-10°CbBpQ FImCD011 [mlpmakn 7s'c®r2sc 5ymr WnmdwWrmkedrbmWW for details) Ilwmty Input Ygltal Unhe 12 2771AL I optional: 347VAC BnWgrah power supply InWgra Cheall, eleannnin high power factor >94%2120V Ce1lfiCat1003 Ell/rkTL Lislea, CECTi1le 24 JA8 compliant ]only 90CHl compliw,IM lbmpxM standards 111.1598/13SAC22.2N0.250.0 Class ll/IESW79/1-1080 laawer Consumption 49W m UVII 2nV handed.) dimming intisfigs sMlmhdpihild IopWW: S] 020VOreyyBLIXpmwbmM4Mlop OM ©QUICK SHIP PRODUCT vises Abaghflrlg.LOm Or, 1111 OnuI stri trimmest oscillated Mecilicauonsanrq¢YbtlNgeMMereTiiCLLy4alrryrtllerNMmtllenOe aUtwlrkltid orayecilipliars wim°utro°sa Rotlucl use ranllles agreement m FC Llgbtlng Idms eM vtlntl illom. :1g•: US COmmardM UgMing Manufacturer Sim01g92 SpmgRfic"On Sheet 0 FRG Lighting, Inc, 38m smnwn we • m.Madm it • W174 1 fCFAMllp,mn Bm.9m,1700 KW Res. 072319 IUTISTIBB BE 1. VOLTAGE TEMPERATURE LUMENS Cm FINISH OPTIONS K ACCE IM Ilmef168 nV the 120V277a Up 27N 1299lummgATy s OW MOR1 eK Bieck LD Oamn 'lwmow 31 u7ir( nand IK ImDlumms114LW mlNl 9SIII al Be. Val MNmmWOMI xK lake comma l20nq cc CmNn BUX DWDhnrAN oho as 4000.mane 32,W SL slim Wu npllammlem .0 6200lumms149JJ1 WN Nth end MOM acb>pjiamM M BMndAYrtamn 'DAmwMm'NWM DFACEINCLUDED OPTIONAL FACES nnnn� EE If I♦ If �I I� I III Ilf I♦ If Commit Factory for other options and configurative& To are /w p Ip 1! y ll'JWe f 11 a 1' Y 4 pp cram ml rtmen lsaay aileron rlWrrcanmh,np Inn non mnmaco ale �mrmma .. © QUICK SHIP PRODUCT wait Renfilimg.core BnbowelonY9prfatl ImmmNb.mmlYAMmn• W ied 0dmge MFW hMM. PC Ler4e Imavwt erMAID center M At6lalb or erecdicaliw:a dam Min. RMAMIMI®u�rFramnf WiBLkmIMk.I.rMmamn SPedraRUM S Md `0 US Ca . W Llghung Memumctu. 9. 19B2 Specification Sheet is Rw. m10gZ01B CFCUgMng,InC, 3m nWnave-M.Mad.i1•aN74lfClgMDg,W1nlBm.g00,17a0 KW Red. 072319 ANY SITE PLAN(5), FLOOR PLAN(S), RENDERING(S), LIGHTING LAYOUT(S) AND PHOTOMETRIC PLAN(S) INCLUDING BUT NOT LIMITED TO ANY PROJECT(S) CREATED/PRODUCED BY RED LEONARD ASSOCIATES INC., ARE ONLY INTENDED PROJECT NAME: FOR ILLUSTRATION AND QUOTING PURPOSES ONLY. RED LEONARD ASSOCIATES HAS THE RIGHTTO USETHIRD PARTY USERS, SCANNERS, AND CAMERAS BUTACTUAL PROJECT CONDMONS, DIMENSIONS, AND ACCURACY OF WAWA MEASUREMENTS MAY DIFFER FROM THESE OR ANY PARAMETERS. RED LEONARD ASSOCIATES INC. ASSUMES NO LIABILITY FOR WHAT 6 CREATED/PRODUCED IN THESE RECREATIONS. THIS INCLUDES BUT IS NOT LIMITED TO THE USE Di INSTALLATION OF AND INTEGRITY OF EXISTING BUILDINGS SURROUNDING AREA FOR PRODUCTS SUCH AS EXISTING POIES ANCHOR BC) S BASES ARCHITECTURAL AND SIGNAGE STRUCNRES LANDSCAPING Vasco- WAWA UGHTING PLAN(S),FIXTURE SELECTION(S)AND PLACEMENT,MATERIAL(S), COLORACCURACY,TEITURE(S), AND ANYTHING ATTRIBUTED TO PHOTO REAUSM THAT IS CREATED.FURTHERMORE, RED LEONARDASSOCIATES INC., DOES NOTASSUME LIABILRYWHATSOEVER FOR ANY PURCHASES MADE BY CLIENT BEFORE, DURING, OR ATTHE CONCLUSION OF THE PUBUSHED WORK. 11HE CUSTOMER, ITS RELATIVE AFFILIATES, AS WELL AS ANY OTHER ALBEMARLE COUNTY, VA PERSONS) IN VIEWING OF THIS PRODUCT IS RESPONSIBLE FOR VERIFYING COMPLIANCE WITH ANY BUT NOT LIMITED TO ALLCODES, PERMITS, RESTRICTIONS, INSTRUCTIONS, PURCHASES, AND INSTALLATIONS OF OBIECTS VIEWED DRAWING NUMBER: wa WITHIN THIS DOCUMENT(S) OR PROJECT(S). SYMBOLS ARE NOT DRAWN TO SCALE. SIZE IS FOR CLARITY PURPOSES ONLY. SIZES AND DIMENSIONS ARE APPROXIMATE, ACTUAL MEASUREMENTS MAY VARY. DRAWINGS ARE NOT Wclgg INTENDED FOR ENGINEERING ORCONSTRUCTION USE.THIS DOCUMENT, ANYRED LEONARD DRAWING(S), OR PROJERIS) IS NOTTO BE USEDAND/OR INTENDED FOR ENGINEERING ORCONSTRUCTION PURPOSES, BLRFOR RL-7277-S1-R5 ILLUSTRATIVE PURPOSES ONLY. ANY USE OF THIS DOCUMENTATION AND/OR OTHER ARTICLES PRODUCED BY RED LEONARD WITHOUT WRITTEN AUTHORIZATION FROM JAYME J. LEONARD IS STRICLY PROHIBITED. OIZ O Ih N 17 N LU Z Q O Lot W Z H QO U= OU N O U) 0 U Q Z IZO LO O ZN I = Z~ O W IY D Our) DO J _Ld W Y Z O �Of a - YIn J N � 0 >_ N In I� O N Z � � O Of V) of LILI O 75 OLLJ ON cn 0 00- 1 O m } For o� O a o Q z CD Z ILLW Y 1 NO ¢ U) ¢ w U Ul LU O O S U U J N Z 111 1 U IM 1..� N W z uj W~ M Z 0 OU I..L U W V J Q W m J Q SHEET NUMBER C L-501 C } m ro N O_ U L LI N 0 Q Q O C O C O T v QTY LABEL DESCRIPTION E 1 1 Y 3 W1 SEC-EDG-3M-WM-04-E-UL-XX-350-57K _ 1 W2 SEC-EDG-3M-WM-02-E-UL-XX-350-57K '- B W3 SEC-EDG-3M-DM-12-E-UL-XX-350-57K Tn z 0 0 00 L W 3 n 0 N O C y N O_ U O 0 an z m Q U O Cree Edge®Series O O LED Security Wall Pack Luminaire IYa oo- Wavnnm9 � M aProduct Description N W The Cree Shake waft mount lumimlN Mae slim. bw pmflle deslpn.TM WmIrYi and reps am U made [man rugged die real aluminum Wan indegraAweYlNdiglaii ddvermmparbnanb N,d high _ L Z7 performance aluminum head ainkaspeafialrytlfsignotlna LEDwrlimtians. and mile ring watl O (n� Y J Boxes. 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ASSUMES NOLIABILITY FOR WHAT ISCREATED/PRODUCED IN THESE RECREATIONS. THIS INCLUDES BUT IS NOT LIMITED TO THE WAWA— z USE OF, INSTALLATION OF AND/OR INTEGRITY OF EXISTING BUILDING(S), SURROUNDING AREA FOR PRODUCT(S) SUCH AS EXISTING POU(S), ANCHOR BOLT(S), BASE(S), ARCHIFEC URAL AND SIGNAGE STRUCNRE(S), LANDSCAPING 73 Y o �� \ ASSOCIATES PAN(S),UGFRNGPLN(S),FB(NRESELECTION(S)AND PLACEMENT, MATERAUS),COLOR ACCURACY, TXNRE(S), AND ANYTHINGATTRIBUTEDTOPHOTO REALISM THAT ISCREATED. FURTHAMORE,RED LEONARD ASSOCIATES ALBEMARLE COUNTY VA Q w INC., DOES NOTASSUME UABIUT f WHATSOE1IER 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 1 N y PERSON(S) IN VIEWING OF THIS PRODUCT IS RESPONSIBLE FOR VERIFYING COMPLIANCEWITH ANY BUT NOT LIMITED TO ALLCODES,PERMITS, RESTRICTIONS, INSTRUCTIONS,PURCHASES, AND INSTALUTIONSOFOBIECTSMEWED wci�� N n DRAWING NUMBER: m 1340 Kemper Meadow Dr, Forest Park, OH 45240 WITHIN THIS DOCUMENT(S) PIIOIECf(S). SYMBOLS ARE NOT DRAWN SCALE SIZE IS FORCWUTY PURPOSES ONLY. SIZES AND DIMENSIONS AREAPPROXIMATE, ACTUALMEASUREMENTS MAY VARY. DRAWINGS ARE NOT I' f INTENDED FOR ENGINEERING OR CONSTRUCTION USE. THIS DOCUMENT, ANY RED LEONARD DRAWING(S), OR PROJECT(S) IS NOTTO BE USED AND/OR INTENDED FOR ENGINEERING OR CONSTRUCTION PURPOSES, BUT FOR RL-7277—S1—R5 E • • z gJ 0 513-574-95001 redleonard.com ILLUSTRATIVE PURPOSES ONLY. ANY USE OFTHIS DOCUMENTATION AND/OR OTHER ARTICLES PRODUCED BY RED LEONARD WITHOUT WRITTEN AUTHORIZATION FROM I. LEONARD IS STRICTLY PROHIBITED. 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KFA C•�T. m , 15 • • ' \`\ 1 '• •II Y -,""SS - SS __TW(2)�-%CHEDULE40PVC IRRIGATION SLEEVES, TYF- I�VI WORDINATEWTH IRRIGATION DESIGNER II � I I W __1_r10V rY 1N / W - - 4 -.-�N �� W / l / J1 JHCMr JHC S 5 IT IN STING TREE REMAIN, TYP. ® 11Q�SQFT / \ PLANED AR C+ ; RIVER ROCK, TYP Wawa 2.26 ACRES W50-FB-VA 6,049 SF JA7 FFE: 457.05 48 WAWA SPACES V- sC, -_ n / / SET (VA) CHARLOTTESVILLE-1165 PEPSI PLACE, LLC D.B. B3592PG. 5891(PLAT) PARCEL2B0 ZONED: C-W0 COMMERCIAL PARCEL USE: CONVALESCENT HOSPITAL J �F. 0 \ \ \c D \ \ 298 SOFT \ PLANTED AREA �G �7VWMl[l=___ RON SITE LIGHTING, TYP. 47 SOFT ' !KEED AREA UHL IG W W L0 775 SOFT PLANTED AREA FENCE MEANDERS MULCH ENTIRE BED, TYP. ALONG P/L 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 Red Oak B & B 2.5" CAL. MIN. 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 AX 9 Abelia x grandiflora 'Compacta' Compact Glossy Abelia CONT. 24" HT MIN. Full To Ground, Dense. CS 35 Cornus stolonifera'SMNCSBD' TM Arctic Fire Yellow Dogwood Cont. 24" HT MIN. Full To Ground, Dense. IC 37 Ilex cornuta'Burfordii Nana Dwarf Burford Holly CONT. 24" HT MIN. Full To Ground, Dense. IG 46 Ilex glabra'Shamrock' Shamrock Inkberry Holly CONT. 24" HT MIN. Full To Ground, Dense. IV 26 Ilex verticillata Winterberry I CONT. 24" HT MIN. I Full To Ground, Dense. IT 20 Itea virginica 'Sprich' TM Little Henry Sweetspire CONT. 24" HT MIN. Full To Ground, Dense. PL 46 Prunus laurocerasus'Schipkaensis' Schipka English Laurel CONT. 24" HT MIN. Full To Ground, Dense. RC 22 Rhododendron catawbiense Catawba Rhododendron CONT. 24" HT MIN. Full To Ground, Dense. GROUND COVERS QTY BOTANICAL NAME COMMON NAME CONT SPACING REMARKS CXA 29 Calamagrostis x acutiflora 'Overdam' Overdam Feather Reed Grass #1 30" O.C. HXS 109 Hemerocallis x'Stella de Oro' Stella de Oro Daylily #1 24" O.C. HCC 367 Hypericum calycinum Creeping St. John's Wort #1 18" O.C. JHC 304 Juniperus horizontalis Creeping Juniper #1 30" O.C. LSV 385 Liriope spicata 'Variagata' Creeping Lilyturf #1 18" O.C. PVH 69 Panicum virgatum 'Heavy Metal' Heavy Metal Switch Grass #1 36" O.C. PAH 125 Pennisetum alopecuroides 'Hameln' Hameln Fountain Grass #1 30" O.C. SSL 56 Schizachyrium scoparium Little Bluestem #1 30" O.C. *, 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 \ JA-ZA IMITED PART D.B. 1134 PG. D.B. 77 G. 401 PARCEL ID: 0 0-( ZONED: C-1 C-Q PARCEL USE: VACANT C GENERALNOTES 1. SOD ALL AREAS WITHIN WAWA PROPERTY LIMITS THAT ARE NOT COVERED WITH MULCHED PLANT BEDS, STONE MULCH, BUILDINGS, HARDSCAPE, PAVEMENT, OR OTHERWISE NOTED. 2. SEED WITH PERMANENT LAWN GRASS ALL AREAS WITHIN THE RIGHT OF WAY'S WHICH ARE NOT OTHERWISE COVERED WITH PLANTING BEDS, PAVEMENT,BUILDINGS, OR HARDSCAPE, PER THE SEEDING SPECIFICATIONS ON SHEET CP-501. 3. EXISTING TREES AND SHRUBS INDICATED TO REMAIN SHALL BE PROTECTED FROM CONSTRUCTION ACTIVITIES BY INSTALLING TREE PROTECTIVE FENCING PER THE PROJECT PLANS AND SPECIFICATIONS. 4. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR PROVIDING AN IRRIGATION PLAN AND INSTALLATION OF THE IRRIGATION SYSTEM. SEE SHEET CP-501 FOR GENERAL LANDSCAPE NOTES, PARAGRAPH R. 5. SEE SHEET CP-501 FOR PLANTING NOTES AND DETAILS. GENERAL LANDSCAPING NOTES 1. ALL LANDSCAPING SHALL BE INSTALLED BY THE FIRST PLANTING SEASON FOLLOWING THE ISSUANCE OF THE FIRST CERTIFICATE OF OCCUPANCY WITHIN THE DEVELOPMENT. 2. ALL LANDSCAPING AND SCREENING SHALL BE MAINTAINED IN A HEALTHY CONDITION BY THE CURRENT OWNER OR A PROPERTY OWNERS' ASSOCIATION. REPLACEMENT MATERIAL SHALL COMPLY WITH THE APPROVED LANDSCAPE PLAN. 3. ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, AND BE MAINTAINED AT, MATURE HEIGHT, THE TOPPING OF TREES IS PROHIBITED. SHRUBS AND TREES SHALL BE PRUNED MINIMALLY AND ONLY TO SUPPORT THE OVERALL HEALTH OF THE PLANT. WAWA ALBEMARLE COUNTY - ENTRANCE CORRIDOR OVERLAY DISTRICT & SEC. 32.7.9.5 Location and Requirement Width (LF) LF Required Provided North Property Line (Greenbriar Drive) 6.8 Large Deciduous Tree (1 per 50 LF) 6 Large Deciduous Tree 68.0 Medium Shrubs (1 per 5 LF) 80 Medium Shrubs 1Y LANDSCAPE SETBACK ALONG ROAD. LARGE SHADE 10 340 STREET TREE (2.5" CAL.) /50' W/ INTERSPERSED ORNAMENTALS (8' HT.)& SHRUBS/5'. N/A Ornamental Tree (Interspersed) 6 Ornamental Trees West Property Line (Semonile Trail) 4.7 Large Deciduous Tree (1 per 35 LF) 2 Large Deciduous Tree" 1Y LANDSCAPE SETBACK ALONG ROAD. LARGE SHADE STREET TREE (3.5" CAL.) 35' OC W/ INTERSPERSED 10 165 33.0 Medium Shrubs (1 per 5 LF) 61 Medium Shrubs ORNAMENTALS (8' HT.) & SHRUBS 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/adon Provided u 5 /° of parking paved area. 1 Tree for every 10 parking 53,801.73 SF x .05 = 2,609.09 SF 2970 SF spaces provided 68 /10 = 6.8 Trees 7 Large Trees TREE CANOPY REQUIREMENT CALCULATIONS (as noted in Sec. 32.7.9.8) Gross Site Area 2.260 Acres 98,446 SF Tree Canopy Required 10% 9,845 SF Tree Canopy Existing to Remain 0 SF Tree Canopy Provided (Total) (Refer to Tree Canopy Breakdown) 10,124 SF TREE CALCULATION BREAKDOWN Qty. Type Size 10 Yr. Canopy Coverage C Provided 5 Acer rubrum'October Glory' 2.5" Cal. Min. 452 SF 2,260 SF 2 Gleditsia triacanthos inermis 'Shademaster 2.5" Cal. Min. 481 SF 962 SF 4 Quercus rubra 2.5" Cal. Min. 424 SF 1,696 SF 8 Quercus x warei'Long' TM 2.5" Cal. Min. 464 SF 3,712 SF 5 Lagerstroemia indica x fauriei 'Natchez' 8' Ht. Min. 77 SF 385 SF 5 Prunus x yedoensis 8' Ht. Min. 99 SF 495 SF 11 Ilex x "Nellie R. Stevens' 8' Ht. Min. 44 SF 484 SF 13 Thuja occidentalis 'Smaragd' 8' Ht. Min. 10 SF 130 SF Total: 10,124 SF GRAPHIC SCALE IN FEET 0 15 30 60 1"=30' O 01 O M N M N L �Q z, O Ino � Z Qo O U O NE co U z O O J^ Z N aw�r c0 = Z~ O W D_5 o u) � J _~ Z O § a n O � 0 } N oLO LO O N DBBIE D. ROACH LiC. No. 1870 OZ/O9/20 ) O D O O ON Cn 0 00 H \ Cn > > m z� o� O a o m o Q \ W Z Z y 1' NO ¢ ¢ w Z J 0- (D 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 w m J Q SHEET NUMBER CP-101 C N W 0 U 0 N a a 0 C O I v E Y 0 T a ° 0 L 3 ° 0 N ti c ° a v 0 `o T 0 0 0 0 C O ° D ' ri `o Q W ° � v U 3 z Z 0 J Y 1 3 S C n E I � 1 0 :J 0 � 0 � L o .. c � o c o 0 c ° Q �n o �a n E � v y o o N T 'w V � 0 o ° � n I n m U 3 0 0� c c N ; 0 'o n w o I N°a Y n Y w n E N 0 r� L i6 O T V c U o h � V � � C N D .m m � N 0 L 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 � y n a ° ° C N O L ° n ° 5 c � 5 � 3 L 0 0 J y E n � ° 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. O. 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 0 V) z O w ofz O M N M N z> O No � z ¢o OU co O N� � U ¢ z Am,00�o z N co = z~ ow o7 o u) N J =~ W Y z 0 a U � J N � 0 O r N �ro Lo ro O N DBBIE D. ROACH LiC. No. 1870 OZ/09/20 ) Z Ul U1 Q�: _ 0 O O O Ld ON ccn 0 00 � \ CD cn > r m L 0 O ¢ O m o Q W z CD z W Y y NO ¢ U) ¢ w U Ul W O D O S U La 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