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HomeMy WebLinkAboutWPO202100049 Plan - VSMP 2022-12-20c 0 N m Q C O C O S I m E Y O T L O J O L_ 3 n 0 L N u� 0 u m a 0 E 0 T E 0 0 0 0 c O O N Lo J 0 3 c � m n J 0 Y � 3 C U w U E 0 v <E r C m o �v � u �o 0 Q n J o a L E C c � O Lo D `^ �3 0 01 T � a o n N I 3 �L o s J 3 O c o � w L I � p u n� h � o N > o a JI n J u Y ' Y a v a Lo � T h o ri o C v N N 'dai L � n � o U � �v E � C = C no Y `^ `J L Q C v � a oN O M J M y o° Y c 0 p a v C � O Y� n v w � 3 v �s 00 � v U O or Z ~ WP0202100049 VSMP PLAN FOR 1215 SEMINOLE TRAIL RIO MAGISTERIAL DISTRICT ALBEMARLE, VA 22901 DATE: 12/02/2022 PROJECT CONTACT LIST VICINITY MAP SHEET INDEX APPLICANT/DEVELOPER RENAUD CONSULTING 8605 WESTWOOD CENTER DRIVE, SUITE 410 VIENNA, VA 22182 TEL: (571) 765-4436 CONTACT: MARK FONTAINE, CCIM EMAIL: MFONTAINE@RENAUDCONSULTING.NET OWNER CHARLOTTESVILLE 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 w & PLANNERS s JENNING STEPHENSON, P.C. 10160 STAPLES MILL ROAD SUITE 103 GLEN ALLEN, VA 23060 TEL: (804) 545-6235 CONTACT: KENNETH R. BLAYLOCK JR. WAWA CONTACT INFORMATION Wawa WAWA, INC. 260 W. BALTIMORE PIKE WAWA, PA 19063 TEL: (267) 273-3575 CONTACT: JEB BELL EMAIL: JEB.BELL@WAWA.COM MISS UTILITY OF VIRGINIA CALL BEFORE YOU DIG 811 PLANNING/ZONING PLANNING COMMISSION 401 MCINTIRE ROAD CHARLOTTESVILLE, VA 22902 TEL: (804) 677-0463 CONTACT: COREY CLAYBORNE STORMWATER FACILITIES AND ENVIRONMENTAL SERVICES 401 MCINTIRE ROAD 4TH FLOOR CHARLOTTESVILLE, VA 22902 TEL: (434) 296-5816 PUBLIC UTILITIES PUBLIC WORKS 401 MCINTIRE ROAD 4TH FLOOR CHARLOTTESVILLE, VA 22902 TEL: (434) 296-5816 FIRE MARSHAL DEPARTMENT OF FIRE RESCUE 460 STAGECOACH ROAD CHARLOTTESVILLE, VA 22902 TEL: (434) 296-5833 CONTACT: SHAWN MADDOX ONLY THE COMPLETE AND APPROVED PAPER COPY OF THE PLAN SET INCLUDING ALL SUBSEQUENT REVISIONS WILL SERVE AS THE OFFICIAL CONSTRUCTION PLANS. THIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY KIMLEY—HORN AND ASSOCIATES, INC. SHALL BE WITHOUT LIABILITY TO KIMLEY—HORN AND ASSOCIATES, INC. PROJECT LOCATION VICINITY SCALE.- 1 " = MAP 500 A I A 2L W 0_ 0 Z Q a- V) a_ z Q O W Z � W bi W cn WAWA INFORMATION U W 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. SHEET LIST TABLE SHEET NUMBER SHEET TITLE CA-100 COVER SHEET CA-101 GENERAL NOTES CA-102 ALBEMARLE COUNTY GENERAL NOTES CA-103 SPECIAL USE PERMIT AND ACCESS MANAGEMENT EXCEPTION -10 X G D O CE-101 DEMOLITION, PHASE I E&SC PLAN, AND PPP EXHIBIT CE-102 PHASE IB E&SC PLAN CE-103 PHASE II E&SC PLAN - IL CE-502 E&SC NOTES & DETAILS CS-101 SITE PLAN CS-201 SIGHT DISTANCE PLAN & PROFILE CS-501 SITE DETAILS CS-502 SITE DETAILS CG-101 GRADING PLAN CG-202 STORMWATER QUALITY CG-203 DRAINAGE AREA MAP CG-501 STORMWATER PROFILES & CALCULATIONS CG-502 STORMWATER DETAILS CG-503 STORMWATER ROUTING REPORT CG-504 STORMWATER ROUTING REPORT CG-505 R-TANK DETAILS CG-506 R-TANK 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 11/01/2022 STM 4TH FSP SUBMITTAL TO ALBEMARLE COUNTY TOTAL NUMBER OF SHEETS: 33 APPROVED by the Albemarle County Communityy Developpment Department Date 12/20/22 File WP0202100049-amendment 1 PROJECT DATA SITE STATISTICS PARCEL I D: 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 LIE IN FLOOD ZONE "X" AS SHOWN ON THE FLOOD INSURANCE RATE MAP, MAP COMMUNITY- PANEL NUMBER 51003CO278D EFFECTIVE DATE: FEBRUARY4, 2005 WATER: ACSA - MECHUNK CREEK-RIVANNA RIVER WATER SUPPLY WATERSHED SEWER: ACSA SOURCE OF TOPOGRAPHY: TOPOGRAPHIC SURVEY WAS PERFORMED BY JENNING 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: 1SPACE PER 100SQUARE FEET OF RETAILSALES AREA FOR THE FIRST 5,000 SF (RETAIL SALES AREA IS 80% OF GFA) PARKING CALCULATION: (6,049SFx0.80)/100SF=48SPACES WAWA PARKING PROVIDED: 48SPACES HANDICAP SPACES PROVIDED: 2SPACES REAR PARKING LOTTO BENEFIT 061WO-02-00-002BO 20 SPACES 061WO-02-00-002BO EXISTING PARKING 56SPACES 061WO-02-00-002BO MAX. PARKING 78SPACES 061WO-02-00-002BO PROPOSED PARKING 56SPACES +20SPACES =76SPACES TRAFFIC DATA AM PEAK HOUR TRIP (ENTER/EXIT) 252/251 PM PEAK HOUR TRIP (ENTER/EXIT) 210/209 VEHICLE TRIPS PER WEEKDAY 5,068 APPROVALS DATE DEPARTMENT OF COMMUNITY DEVELOPMENT PLANNER/ZONING ENGINEER INSPECTIONS ARB DEPARTMENT OF FIRE RESCUE ALBEMARLE COUNTY SERVICE AUTHORITY VIRGINIA DEPARMENT OF TRANSPORTATION HEALTH DEPARTMENT I O z O N iM M N L, Q z, 0 �o l z ~o U= = o�coo N � cf)Ou a z o CD Z ZN aw�r 0 = Zoo W c J _� W Y Z O Y n N J N O r N �ro L0 ro N RYA PERKINS LiC. No. 046565 I2/OZ/20Z2 U N N 3: O O N 0� LLj O W Ln o co teLI)r,) F-'-� cn a > r m oN O o m � Q W Z ZCD y Y N ¢ N ¢ w (U!l O O U I— W W ff2 VJ L.L W O U 0 0 �UI Z N m W Z W W OO W J Q w m J Q SHEET NUMBER CA-100 6 C N N 0 N 0 a - 0 `o T E 0 T 0 00 L_ 3 a L 0 c 0 0 0 a - 0 Lo T E Y a 0 0 0 c 0 0 N 0 3 D D ri 0 � c z 3 J Q Y 0 � s Z 3 _ �D c H E Q o D 0 L I 0 C s 0 c 0 c 0 0 c - o n L Q 0 a 0 a L E n c � N C 0 o L `0 u c N 0 , w � w V -o °Y L' 3 0 0 0 a I N 0 5 3 0 D s u 0 s c 3 N L `0 1 'o 0 n h u 1) C 0 > 0 :J o 1 ° Y Y ., a E " T `71 o h = 0 0 w N � V 0 Z) 0 N ._ It d L V 0 n N E 0 0 0 0 :D C 0 n E 0 C z c J o Q N Y z 0 z � 'F N L C Q 0 v I 0 0 0 C m J .0 0 0 c - .. C 0 0 n 0 N 0 N c 0 0 � 0 n N 5 c W y a 3 m « w A s v 0 0 J 0 .% 2 0 E ID 0 p o o i CONSTRUCTION STANDARDS 1. ALL CONSTRUCTION METHODS AND MATERIALS SHALL CONFORM WITH THESE DRAWINGS, PROJECT SPECIFICATIONS, WITH ALL CURRENT APPLICABLE CODES, AND, UNLESS OTHERWISE SPECIFIED, WITH THE LATEST REVISIONS OF THE FOLLOWING REFERENCE DOCUMENTS: A. ALBEMARLE COUNTY CONSTRUCTION STANDARDS AND SPECIFICATIONS B. ACSA GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS C. VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT) ROAD & BRIDGE SPECIFICATIONS D. VDOT ROAD AND BRIDGE STANDARDS E. MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) F. VIRGINIA WORK AREA PROTECTION MANUAL. G. VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK (VESCH) H. VIRGINIA DEPARTMENT OF HEALTH (VDH) SPECIFICATIONS CONSTRUCTION NOTES 1. ALL CONSTRUCTION SHALL CONFORM WITH APPLICABLE STATE (INCLUDING VDOT) AND LOCAL CONSTRUCTION STANDARDS AS IDENTIFIED IN THESE PLANS. THE CONTRACTOR SHALL OBTAIN ALL APPLICABLE PERMITS AND LICENSES AND MAINTAIN COPIES OF THEM ON -SITE AT ALL TIMES DURING CONSTRUCTION. THE CONTRACTOR SHALL MAINTAIN A SET OF CONSTRUCTION DOCUMENTS, SPECIFICATIONS, AND A STORMWATER POLLUTION PREVENTION PLAN (SWPPP) ON -SITE AT ALL TIMES DURING CONSTRUCTION. 2. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THE PROJECT WORK SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIVE TO THE SPECIFICATIONS OR THE RELATIVE CODES, IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD IN WRITING PRIOR TO THE START OF CONSTRUCTION. FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUTE ACCEPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF WORK AS DEFINED BY THE DRAWINGS AND IN FULL COMPLIANCE WITH LOCAL REGULATIONS AND CODES. 3. ALL DIMENSIONS ARE TO FACE OF CURB UNLESS OTHERWISE NOTED. 4. ALL PAINT STRIPING, PAVEMENT MARKINGS, AND SIGNAGE SHALL CONFORM TO THE "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES," MOST CURRENT REVISION OR AS OTHERWISE SPECIFIED. ALL REFERENCED SIGN STANDARDS ARE TAKEN FROM THE "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES". ALL NEW SIGNS SHALL BE MOUNTED ON GALVANIZED POSTS AND IN ACCORDANCE WITH STATE AND LOCAL REGULATIONS. 5. THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING UTILITIES ASSOCIATED WITH THE PROJECT WORK SCOPE DURING CONSTRUCTION. AT LEAST 48 HOURS PRIOR TO ANY DEMOLITION, GRADING, OR CONSTRUCTION ACTIVITY THE CONTRACTOR SHALL NOTIFY "MISS UTILITY" OF VIRGINIA O 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.DABNEYOVDOT.VIRGINIA.GOV WITH 'LANE CLOSURE REQUEST" IN THE SUBJECT LINE. 6. PERMITTEE MUST NOTIFY VIRGINIA DEPARTMENT OF TRANSPORTATION TOC WHEN THERE IS A CRASH IN A WORK ZONE AT 804-796-4520. 7. PRIOR TO ANY CONSTRUCTION, THE CONTRACTOR SHALL CONSULT THE DEVELOPER'S ENGINEERING CONSULTANT AND VERIFY THE APPROVAL OF THE PLANS BY ALL APPLICABLE FEDERAL STATE AND LOCAL AGENCIES. 8. CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND UTILITIES SHOWN ON PLANS IN AREAS OF CONSTRUCTION PRIOR TO STARTING WORK. CONTACT THE DEVELOPER'S ENGINEERING CONSULTANT IMMEDIATELY IF LOCATION OR ELEVATION IS DIFFERENT FROM THAT SHOWN ON PLAN. IF THERE APPEARS TO BE A CONFLICT, OR UPON DISCOVERY OF ANY UTILITY NOT SHOWN ON THIS PLAN, CALL 'MISS UTILITY" AT 811. THE DEVELOPER SHALL BE RESPONSIBLE FOR THE RELOCATION OF ANY UTILITY WITHIN EXISTING AND PROPOSED RIGHT OF WAY REQUIRED BY THE DEVELOPMENT. 9. THE PERMITTEE OR THEIR AGENT MUST CONTACT THE VDOT CUSTOMER SERVICE CENTER AT 1-800-367-7623 A MINIMUM OF 48 HOURS PRIOR TO INITIATING ANY PLANNED EXCAVATION WITHIN 1,000 FEET OF A SIGNALIZED INTERSECTION AND/OR NEAR VDOT ITS INFRASTRUCTURE. EXCAVATION MAY PROCEED ONLY AFTER THE VDOT REGIONAL UTILITY LOCATION AGENT HAS NOTIFIED THE PERMITTEE THAT THE UTILITY MARKING HAS BEEN COMPLETED. ADDITIONAL INFORMATION CAN BE FOUND AT: UTILITY LOCATION.PDF 'MISS UTILITY" DOES NOT LOCATE VDOT UTILITIES. 10. THE CONTRACTOR SHALL VERIFY THE ELEVATIONS OF ALL POINTS OF CONNECTION OR PROPOSED WORK TO EXISTING CURBS SANITARY LINES WATER LINES ETC., PRIOR TO CONSTRUCTION. 11. DESIGN CHANGES, SPECIFIED MATERIALS CHANGES AND FIELD CHANGES FROM THE APPROVED PLANS SHALL BE RE -SUBMITTED TO VDOT FOR APPROVAL PRIOR TO PROCEEDING WITH THE WORK. A LETTER OF EXPLANATION SHALL ACCOMPANY THE PROPOSED REVISION ALONG WITH DRAINAGE CALCULATIONS WHEN APPROPRIATE. 12. VDOT APPROVAL OF CONSTRUCTION PLANS DOES NOT PRECLUDE THE RIGHT TO REQUIRE ADDITIONAL FACILITIES AS DEEMED NECESSARY FOR ACCEPTANCE OF THE ROADS INTO THE VDOT SECONDARY ROAD SYSTEM BASED ON FIELD CONDITIONS OR UNAPPROVED PLAN CHANGES. 12. TYING TO EXISTING CURB/GUTTER: THE EXISTING PAVEMENT SHALL BE NEATLY SAW CUT AND REMOVED FOR A DISTANCE OF 2'0" FROM FACE OF THE CURB AND 2'0" FROM THE EDGE OF CURB AND GUTTER AND THE SUBGRADE, BASE COURSE, AND PAVING REPLACED WITH NEW PRODUCTS. 13. THESE PLANS ARE BASED ON INFORMATION PROVIDED TO KIMLEY-HORN & ASSOCIATES, INC. AT THE TIME OF PLAN PREPARATION. CONTRACTOR SHALL FIELD VERIFY EXISTING CONDITIONS PRIOR TO CONSTRUCTION AND NOTIFY KIMLEY-HORN & ASSOCIATES, INC. IF ACTUAL SITE CONDITIONS DIFFER FROM THOSE SHOWN ON THE PLAN, OR IF THE PROPOSED WORK WOULD BE INHIBITED BY ANY OTHER SITE FEATURES. 14. ANY DISCREPANCIES ON THE DRAWINGS SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE ARCHITECT AND ENGINEER BEFORE COMMENCING WORK. NO FIELD CHANGES OR DEVIATIONS FROM DESIGN ARE TO BE MADE WITHOUT PRIOR APPROVAL OF THE OWNER AND NOTIFICATION TO THE ENGINEER. NO CONSIDERATION WILL BE GIVEN TO CHANGE ORDERS FOR WHICH THE OWNER AND ENGINEER WERE NOT CONTACTED PRIOR TO CONSTRUCTION OF THE AFFECTED ITEM. 15. ALL DIMENSIONS SHOWN ON THE PLANS SHALL BE FIELD VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. CONTRACTOR SHALL NOTIFY ENGINEER AND OWNER IN WRITING IF ANY DISCREPANCIES EXIST PRIOR TO PROCEEDING WITH CONSTRUCTION. NO EXTRA COMPENSATION SHALL BE PAID TO THE CONTRACTOR FOR WORK HAVING TO BE REDONE DUE TO DIMENSIONS OR GRADES SHOWN INCORRECTLY ON THESE PLANS IF SUCH NOTIFICATION HAS NOT BEEN GIVEN. 16. CONTRACTOR SHALL REFER TO THE ARCHITECTURAL/BUILDING PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF ENTRY/EXIT POINTS, ELEVATIONS, PRECISE BUILDING DIMENSIONS, EXACT BUILDING UTILITY LOCATIONS. 17. IF THE CONTRACTOR DEVIATES FROM THE PLANS AND SPECIFICATIONS, INCLUDING THE NOTES CONTAINED THEREON, WITHOUT FIRST OBTAINING WRITTEN AUTHORIZATION FOR SUCH DEVIATIONS FROM THE OWNER AND ENGINEER, IT SHALL BE RESPONSIBLE FOR THE PAYMENT OF ALL COSTS TO CORRECT ANY WORK DONE, ALL FINES OR PENALTIES ASSESSED WITH RESPECT THERETO AND ALL COMPENSATORY OR PUNITIVE DAMAGES RESULTING THEREFROM. THE CONTRACTOR SHALL INDEMNIFY AND HOLD THE OWNER AND ENGINEER HARMLESS FROM ALL SUCH COSTS TO CORRECT ANY SUCH WORK AND FROM ALL SUCH FINES AND PENALTIES, COMPENSATION AND PUNITIVE DAMAGES AND COSTS OF ANY NATURE RESULTING THEREFROM. 18. BRACING OF UTILITY POLES MAY BE REQUIRED BY UTILITY COMPANIES WHEN TRENCHING OR EXCAVATION IS IN CLOSE PROXIMITY TO THE POLES. THE COST OF BRACING POLES WILL BE BORNE BY THE CONTRACTOR. THERE IS NO SEPARATE PAY ITEM FOR THIS WORK. THE COST IS INCIDENTAL TO THE VARIOUS PAY ITEMS FOR INSTALLATION OF PIPE. 19. ALL EXISTING TRAFFIC AND STREET SIGNS DISTURBED SHALL BE REINSTALLED WHERE APPLICABLE BY THE CONTRACTOR. 20. UNLESS THE PLANS SPECIFICALLY DICTATE TO THE CONTRARY, ON -SITE AND OTHER DIRECTIONAL SIGNS SHALL BE LOCATED OUT OF THE PEDESTRIAN AND AUTOMOBILE ROUTES AND SHALL BE LOCATED BETWEEN THREE TO FIVE FEET BEHIND THE NEAREST BACK OF CURB. SIGN HEIGHT, LOCATION, AND STRUCTURE SHALL BE SUCH THAT THE SIGNS POSE NO THREAT TO PUBLIC SAFETY. DEMOLITION / LAND DISTURBANCE NOTES 1. PRIOR TO STARTING ANY DEMOLITION CONTRACTOR IS RESPONSIBLE FOR/TO: A. ENSURING THAT COPIES OF ALL APPLICABLE PERMITS AND APPROVALS ARE MAINTAINED ON SITE AND AVAILABLE FOR REVIEW. B. INSTALLING THE REQUIRED SOIL EROSION AND SEDIMENT CONTROL AND/OR TREE PROTECTION MEASURES PRIOR TO SITE DISTURBANCE. C. LOCATING VERTICALLY AND HORIZONTALLY ALL UTILITIES AND SERVICES INCLUDING BUT NOT LIMITED TO GAS, WATER, ELECTRIC, SANITARY AND STORM SEWER, TELEPHONE, CABLE, FIBER OPTIC CABLE, ETC. WITHIN THE LIMITS OF DISTURBANCE. THE CONTRACTOR SHALL USE AND COMPLY WITH THE REQUIREMENTS OF THE APPLICABLE UTILITY NOTIFICATION SYSTEM TO LOCATE ALL THE UNDERGROUND UTILITIES. D. FAMILIARIZING THEMSELVES WITH THE APPLICABLE UTILITY SERVICE PROVIDER AND IS RESPONSIBLE FOR ALL COORDINATION REGARDING UTILITY DEMOLITION REQUIRED FOR THE PROJECT. THE CONTRACTOR SHALL PROVIDE THE OWNER WRITTEN NOTIFICATION THAT THE EXISTING UTILITIES AND SERVICES HAVE BEEN TERMINATED AND ABANDONED IN ACCORDANCE WITH JURISDICTION AND UTILITY COMPANY REQUIREMENTS. E. COORDINATION WITH UTILITY COMPANIES & ADJACENT LANDOWNERS/BUSINESSES REGARDING WORKING "OFF-PEAK" HOURS OR ON WEEKENDS AS MAY BE REOUIRED TO MINIMIZE THE IMPACT ON THE AFFECTED PARTIES. 2. NEITHER KIMLEY-HORN & ASSOCIATES, INC. NOR THE OWNER IS RESPONSIBLE FOR JOB SITE SAFETY OR SUPERVISION. CONTRACTOR IS TO PROCEED WITH THE DEMOLITION IN A SYSTEMATIC AND SAFE MANNER, FOLLLOWING ALL OSHA REQUIREMENTS, TO ENSURE PUBLIC AND CONTRACTOR SAFETY. 13. VDOT APPROVAL OF THESE PLANS WILL EXPIRE FIVE (5) YEARS FROM THE DATE OF APPROVAL FOR SITE PLANS AND SUBDIVISION PLANS IF CONSTRUCTION HAS NOT STARTED. 14. PRELIMINARY DESIGN OF THE PAVEMENT STRUCTURE FOR ALL SUBDIVISION STREETS SHALL BE IN ACCORDANCE WITH THE CURRENT EDITION OF THE PAVEMENT DESIGN GUIDE FOR SUBDIVISION AND SECONDARY ROADS IN VIRGINIA. THE COMPLETED DESIGN WORKSHEET APPENDIX IV SHALL BE INCLUDED WITH THE INITIAL PLAN SUBMITTAL FOR EACH PROPOSED PAVEMENT SECTION UTILIZING THE PREDICTED SOIL SUPPORT VALUE SHOWN IN APPENDIX I OF THE PAVEMENT DESIGN GUIDE OR AS REPORTED IN A GEOTECHNICAL ANALYSIS OF THE ON -SITE SOILS. 15. A COPY OF THE COMPLETE CBR REPORT SHALL BE SUBMITTED TO VDOT IN CONJUNCTION WITH FINAL PAVEMENT DESIGNS. ALL PAVEMENT DESIGN RECOMMENDATIONS SHALL BE PERFORMED IN ACCORDANCE WITH THE CURRENT EDITION OF PAVEMENT DESIGN GUIDE FOR SUBDIVISION AND SECONDARY ROADS IN VIRGINIA. 16. ALL VEGETATION AND ORGANIC MATERIAL SHALL BE REMOVED FROM THE RIGHT OF WAY LIMITS PRIOR TO CONDITIONING OF THE SUBGRADE. 17. UPON DISCOVERY OF SOILS THAT ARE UNSUITABLE FOR FOUNDATIONS, SUBGRADES, OR OTHER ROADWAY CONSTRUCTION PURPOSES, THE DEVELOPER OR HIS DESIGNEE, WHICH MAY BE THE CONTRACTOR, SHALL IMMEDIATELY ENGAGE A GEOTECHNICAL ENGINEER AND NOTIFY VDOT. THESE AREAS SHALL BE EXCAVATED BELOW PLAN GRADE AS DIRECTED BY THE GEOTECHNICAL ENGINEER, BACKFILLED WITH SUITABLE MATERIAL AND COMPACTED IN ACCORDANCE WITH CURRENT VDOT SPECIFICATIONS. 18. THE NECESSITY AND LOCATIONS FOR ADDITIONAL VDOT STANDARD UNDERDRAINS SHALL BE DETERMINED AT TIME OF SUBGRADE INSPECTION. VIDEO INSPECTION OF ACCESSIBLE OUTLET LOCATIONS, MAINLINE LONGITUDINAL CONNECTIONS, AND LONGITUDINAL PIPE FOR ALL PAVEMENT UNDERDRAINS, CROSS DRAINS, EDGEDRAINS AND PREFABRICATED GEOCOMPOSITE PANEL DRAINS SHALL BE CONDUCTED IN ACCORDANCE WITH SECTION 501 OF THE ROAD AND BRIDGE SPECIFICATIONS AND VIRGINIA TEST METHOD 108 - POST INSTALLATION INSPECTION OF UNDERDRAINS, CROSSDRAINS, AND EDGEDRAINS. 19. VDOT SHALL HAVE PERFORMED THE REQUIRED FIELD INSPECTION (PROOF ROLL) PRIOR TO PLACEMENT OF THE AGGREGATE BASE COURSE(S). CONTACT VDOT FOR SUBGRADE INSPECTION 48 HOURS PRIOR TO SCHEDULING PLACEMENT OF AGGREGATE BASE COURSE(S). 20. THE SCHEDULING OF AGGREGATE BASE INSTALLATION AND SUBSEQUENT PAVING ACTIVITIES SHALL ACCOMMODATE FORECASTED WEATHER CONDITIONS PER SECTION 315 OF THE ROAD AND BRIDGE SPECIFICATIONS. 21. VDOT SHALL HAVE APPROVED THE AGGREGATE BASE COURSE(S) FOR DEPTH, TEMPLATE AND PERFORMED THE REQUIRED FIELD INSPECTION PROOF ROLL PRIOR TO PLACEMENT OF ANY ASPHALT CONCRETE SURFACE COURSE(S). CONTACT VDOT FOR INSPECTION OF THE AGGREGATE BASE COURSE(S) 48 HOURS PRIOR TO APPLICATION OF THE SURFACE COURSE(S). 22. A LICENSED GEOTECHNICAL ENGINEER OR HIS DESIGNEE SHALL ASCERTAIN CAUSE AND CERTIFY RECOMMENDED METHOD OF REPAIR FOR ALL PAVEMENT STRUCTURAL FAILURES PRIOR TO STATE ACCEPTANCE. 23. VDOT SHALL BE PROVIDED DOCUMENTATION BY A LICENSED GEOTECHNICAL ENGINEER, CERTIFYING THAT ALL IN -PLACE PAVEMENTS MEET OR EXCEED THE APPROVED PAVEMENT DESIGN THICKNESS PRIOR TO STATE ACCEPTANCE OF THE STREET. CORES ARE TO BE OBTAINED VERIFYING PAVEMENT THICKNESS UNLESS OTHERWISE DIRECTED BY VDOT. THE PERMIT'S INSPECTOR SHALL BE CONTACTED 24 HOURS PRIOR TO THE CORE SAMPLES BEING TAKEN. 24. ALL STORM SEWER DESIGN AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH LATEST VDOT DRAINAGE MANUAL, ROAD AND BRIDGE STANDARDS, AND IIMS. 25. ALL PRE -CAST UNITS SHALL BE VDOT APPROVED. CERTIFICATION AND VDOT STAMP IS REQUIRED ON ALL UNITS. 26. ALL CONCRETE SHALL BE CLASS A3-AE (AIR ENTRAINED 3,000 PSI) UNLESS OTHERWISE SPECIFIED. 27. ALL ROADSIDE DITCHES SHOWN AS PAVED ON PLANS ARE TO BE PAVED IN ACCORDANCE WITH THE STANDARD TYPICAL SECTION AS SHOWN ON THE PLANS. ANY ADDITIONAL PAVING OF THE DITCHES, 3. THE CONTRACTOR SHALL PROVIDE ALL THE "MEANS AND METHODS" NECESSARY TO PREVENT MOVEMENT, SETTLEMENT, OR COLLAPSE OF EXISTING STRUCTURES, AND ANY OTHER IMPROVEMENTS THAT ARE REMAINING ON OR OFF SITE. THE DEMOLITION CONTRACTOR IS RESPONSIBLE FOR ALL REPAIRS OF DAMAGE TO ALL ITEMS THAT ARE TO REMAIN AS A RESULT OF HIS ACTIVITIES. 4. IN THE ABSENCE OF SPECIFICATIONS, THE CONTRACTOR SHALL PERFORM EARTH MOVEMENT ACTIVITIES, DEMOLITION AND REMOVAL OF ALL FOUNDATION WALLS, FOOTINGS, AND OTHER MATERIALS WITHIN THE LIMITS OF DISTURBANCE WITH DIRECTION BY OWNER'S STRUCTURAL OR GEOTECHNICAL ENGINEER. 5. CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL AND GENERALLY ACCEPTED SAFE PRACTICES IN CONFORMANCE WITH: THE "MANUAL ON UNIFORM TRAFFIC CONTROL," AS WELL AS FEDERAL, STATE, AND LOCAL REGULATIONS WHEN DEMOLITION RELATED ACTIVITIES IMPACT ROADWAYS OR ROADWAY RIGHTS - OF - WAY. 6. CONDUCT DEMOLITION ACTIVITIES IN SUCH A MANNER TO ENSURE MINIMUM INTERFERENCE WITH ROADS, STREETS, SIDEWALKS, WALKWAYS, AND OTHER ADJACENT FACILITIES. STREET CLOSURE PERMITS MUST BE RECEIVED FROM THE APPROPRIATE GOVERNMENTAL AUTHORITY. 7. USE DUST CONTROL MEASURES TO LIMIT AIRBORNE DUST AND DIRT RISING AND SCATTERING IN THE AIR IN ACCORDANCE WITH FEDERAL, STATE, AND/OR LOCAL STANDARDS. AFTER THE DEMOLITION IS COMPLETE, ADJACENT STRUCTURES AND IMPROVEMENTS SHALL BE CLEANED OF ALL DUST AND DEBRIS CAUSED BY THE DEMOLITION OPERATIONS. THE CONTRACTOR IS RESPONSIBLE FOR RETURNING ALL ADJACENT AREAS TO THEIR "PRE -DEMOLITION" CONDITION. 8. CONTRACTOR IS RESPONSIBLE TO SAFEGUARD SITE AS NECESSARY TO PERFORM THE DEMOLITION IN SUCH A MANNER AS TO PREVENT THE ENTRY OF UNAUTHORIZED PERSONS AT ANY TIME. 9. THIS DEMOLITION PLAN IS INTENDED TO IDENTIFY THOSE EXISTING ITEMS/CONDITIONS WHICH ARE TO BE REMOVED. IT IS NOT INTENDED TO PROVIDE DIRECTION OTHER THAN THAT ALL METHODS AND MEANS ARE TO BE IN ACCORDANCE WITH STATE, FEDERAL, LOCAL, AND JURISDICTIONAL REQUIREMENTS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL OSHA AND OTHER SAFETY PRECAUTIONS NECESSARY TO PROVIDE A SAFE WORK SITE. 10, DEBRIS SHALL NOT BE BURIED ON THE SUBJECT SITE. ALL DEMOLITION WASTES AND DEBRIS (SOLID WASTE) SHALL BE DISPOSED OF IN ACCORDANCE WITH ALL LOCAL, STATE, AND FEDERAL LAWS AND APPLICABLE CODES. DRAINAGE / STORMWATER NOTES 1. ALL STORM SEWER PIPES, MANHOLES, AND CURB INLETS SHALL BE CLEANED OF DEBRIS AND ERODED MATERIALS AT THE LAST STAGES OF CONSTRUCTION. 2. STORM DRAIN PIPE AND FLARED END SECTIONS ARE TO BE FURNISHED AND INSTALLED IN ACCORDANCE WITH SECTION 302 OF VDOT ROAD AND BRIDGE SPECIFICATIONS AND SHALL CONFORM TO THE REQUIREMENTS OF ASTM DESIGNATION C-76 FOR REINFORCED CONCRETE CULVERT AND STORM DRAIN PIPE. ALL PIPE FOR STORM DRAINS SHALL BE REINFORCED CONCRETE CLASS III UNLESS INDICATED OTHERWISE ON THE PLANS. THE CONTRACTOR SHALL USE A PREFORMED FLEXIBLE PLASTIC SEALING COMPOUND OF BUTYL MASTIC ROPE SEALER - 1" SIZE, "EZ STICK" AS MANUFACTURED BY CONCRETE PRODUCTS SUPPLY OR AN APPROVED EQUAL FOR SEALING WATER -TIGHT JOINTS. VERTICAL CLEARANCE OF 12" BETWEEN STORM AND OTHER UTILITIES IS REQUIRED UNLESS OTHERWISE NOTED. 3. ALL EXISTING STORM SEWER PIPES, DROP INLETS, AND CURB INLETS BEING UTILIZED BY A PART OF THE DRAINAGE SYSTEM SHALL BE CLEANED OF ERODED MATERIAL AT ALL STAGES OF CONSTRUCTION, AS DIRECTED BY THE ENGINEER. THE COST INCIDENTAL TO THIS IS TO BE INCLUDED IN THE CONTRACT PRICE FOR THE OTHER DRAINAGE ITEMS. 4. STORM SEWER PIPES AS SHOWN ON THE PLANS ARE MEASURED FROM THE CENTERLINE OF EACH STRUCTURE AND INVERT ELEVATIONS ARE ESTABLISHED BASED ON THIS CENTER LINE DISTANCE. LENGTH CALL OUTS FOR PIPES WITH FLARED END SECTIONS WILL BE MEASURED TO THE JOINT. CONTRACTOR SHALL LOCATE ALL END SECTIONS TO MATCH THE BANK SLOPE AND THE PIPE SLOPE SHALL BE ADJUSTED AS NECESSARY. 5. BOOT CONNECTIONS SHALL BE PROVIDED FOR ALL PLASTIC PIPES THAT TIE INTO A CONCRETE STRUCTURE. 6. GENERAL CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES HAVING UNDERGROUND UTILITIES ON SITE OR IN RIGHT-OF-WAY PRIOR TO EXCAVATION. CONTRACTOR SHALL CONTACT UTILITY LOCATING COMPANY AND LOCATE ALL UTILITIES PRIOR TO GRADING START. SEE EXISTING CONDITIONS SHEET FOR UTILITY CONTACT INFORMATION. 7. SITE GRADING SHALL NOT PROCEED UNTIL EROSION CONTROL MEASURES HAVE BEEN INSTALLED AND APPROVED BY APPLICABLE AUTHORITY. 8. ALL ELEVATIONS ARE IN REFERENCE TO THE BENCHMARK, AND THIS MUST BE VERIFIED AND LOCATED BY THE GENERAL CONTRACTOR PRIOR TO GROUND BREAKING. 9. CONTRACTOR SHALL ENSURE POSITIVE DRAINAGE SO THAT RUNOFF WILL DRAIN BY GRAVITY FLOW ACROSS NEW PAVEMENT AREAS TO NEW OR EXISTING DRAINAGE INLETS OR SHEET FLOW OVERLAND. 10. THE CONTRACTOR SHALL ADHERE TO ALL TERMS & CONDITIONS AS OUTLINED IN THE GENERAL V.S.M.P. PERMIT FOR STORMWATER DISCHARGE ASSOCIATED WITH CONSTRUCTION ACTIVITIES. 11. ALL DRAINAGE STRUCTURES AND STORM SEWER PIPES SHALL MEET HEAVY DUTY TRAFFIC (H20) LOADING AND BE INSTALLED ACCORDINGLY. OTHER THAN THOSE SHOWN ON THE ROAD PLANS WILL BE DETERMINED PRIOR TO ACCEPTANCE OF THE ROADS INTO THE MOOT SECONDARY ROAD SYSTEM. 28. ROAD & BRIDGE SPECIFICATIONS SECTION 302, DRAINAGE STRUCTURES ADDRESSES POST INSTALLATION VISUAL/VIDEO CAMERA INSPECTION OF STORM SEWER PIPES AND PIPE CULVERTS. INSPECTION FREQUENCY SHALL BE IN ACCORDANCE WITH THE SPECIFICATIONS AND/OR AS NECESSITATED BY THE ENGINEER. VIDEO INSPECTION SHALL BE CONDUCTED IN ACCORDANCE WITH VIRGINIA TEST METHOD (VTM) 123, POST INSTALLATION INSPECTION OF BURIED STORM SEWER PIPE AND PIPE CULVERTS. 29. A CONSTRUCTION ENTRANCE SHALL BE INSTALLED ON EACH INDIVIDUAL LOT PRIOR TO ANY LOT GRADING OR HOME CONSTRUCTION ACTIVITIES AND SHALL BE ADEQUATELY MAINTAINED UNTIL ALL CONSTRUCTION TRAFFIC AREAS WITHIN THE LOT HAVE BEEN STABILIZED. 30. ALL ENTRANCES SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH CURRENT VDOT STANDARDS. RESIDENTIAL LOT ACCESS SHALL BE PROVIDED PER THE FOLLOWING CRITERIA: • ALL DRIVEWAY ENTRANCES AND ENTRANCE CULVERTS SHALL CONFORM TO PE-1 PRIVATE ENTRANCE STANDARDS UNLESS OTHERWISE APPROVED BY VDOT. NO ENTRANCE CULVERTS ARE TO BE INSTALLED WITHIN FIVE (5) FEET OF A PROPERTY CORNER. • VDOT STANDARD CG-9D ENTRANCES SHALL BE USED WHEN AN ENTRANCE IS REQUIRED IN CURB AND GUTTER NEIGHBORHOODS UNLESS OTHERWISE APPROVED BY VDOT. 31. DRY GUTTER IS NOT ALLOWED IN VDOT RIGHT OF WAY EXCEPT AS SHOWN ON VDOT'S ENTRANCE STANDARD DETAILS. 32. THE DEVELOPER SHALL FURNISH AND INSTALL STOP SIGNS AND STOP BARS AT STREET INTERSECTIONS AND ALL REGULATORY SIGNAGE PER THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES. ALL SIGNS MUST BE INSTALLED ON VDOT STANDARD STP-1 SIGN POSTS. 33. INSTALLATION, MAINTENANCE AND OPERATION OF STREET LIGHTING SHALL BE PROVIDED BY AND AT THE SOLE EXPENSE OF OTHERS. VDOT WILL ALLOW LIGHTING WITHIN THE RIGHT OF WAY BY LUP ONLY. LIGHTING ON CURB SECTIONS SHALL BE PLACED BEHIND THE CURB AND PREFERABLY BEHIND THE SIDEWALK. FOR SHOULDER SECTIONS, THE POLE SHALL BE PLACED A MINIMUM OF 10' FROM EDGE OF PAVEMENT AND BEHIND THE DITCH LINE. ALL LIGHTING PROPOSED WITHIN THE RIGHT OF WAY MUST BE DESIGNED IN ACCORDANCE WITH THE AASHTO GUIDE FOR ROADWAY LIGHTING AND SHALL MEET THE CURRENT ILLUMINATING ENGINEERING SOCIETY OF NORTH AMERICA (IESNA) STANDARDS. 34. TRAFFIC SIGNALS REQUIRE AN INDIVIDUAL LAND USE PERMIT. THE APPLICANT SHALL BE RESPONSIBLE FOR THE DESIGN COSTS OF ANY TRAFFIC SIGNAL INSTALLATION OR MODIFICATION OF EXISTING SIGNALS. DESIGN PLANS MUST BE PREPARED AND SUBMITTED TO VDOT BY A LICENSED PROFESSIONAL ENGINEER FOR REVIEW AND APPROVAL. THIS INCLUDES THE FOUNDATION DESIGN AND ANY EQUIPMENT ASSOCIATED WITH THE COMPLETED TRAFFIC SIGNAL. ALL EQUIPMENT MUST BE APPROVED BY VDOT. SHOP DRAWINGS MUST BE SUBMITTED FOR REVIEW AND APPROVAL PRIOR TO FABRICATING ANY SIGNAL STRUCTURAL COMPONENTS. 35. SOIL STABILIZATION IS REQUIRED WITHIN 7 DAYS FOR ALL AREAS WHERE CLEARING GRADING EXCAVATION OR OTHER LAND DISTURBING ACTIVITIES HAVE PERMANENTLY CEASED OR WHERE LAND DISTURBANCE ACTIVITIES HAVE BEEN TEMPORARILY SUSPENDED FOR AN ANTICIPATED DURATION OF GREATER THAN 7 DAYS, OR UPON COMPLETION OF GRADING OPERATIONS FOR A SPECIFIED AREA. SOIL STABILIZATION SHALL BEGIN AS SOON AS PRACTICABLE, BUT NOT LATER THAN THE SEVEN DAYS FOLLOWING THE DAY WHEN LAND DISTURBING ACTIVITIES TEMPORARILY OR PERMANENTLY CEASED. 36. NO STRUCTURE SHALL BE CONSTRUCTED ON STATE MAINTAINED RIGHTS OF WAY, OR ON RIGHT OF WAYS INTENDED TO BE MAINTAINED BY VDOT UNLESS SAID STRUCTURES ARE SHOWN ON CONSTRUCTION PLANS APPROVED BY VDOT OR SUCH STRUCTURES ARE COVERED BY A VDOT LAND USE PERMIT (OR BY A LETTER OF INTENT FROM THE RESIDENT ADMINISTRATOR/RESIDENT ENGINEER TO ISSUE SAID PERMIT AT THE TIME OF STATE ACCEPTANCE). V) r m N N \ W �t F- Q 12. IF ANY EXISTING STRUCTURES TO REMAIN ARE DAMAGED DURING CONSTRUCTION IT SHALL BE N 0 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 w0' SHALL TEST AND OBSERVE PAVEMENT AREAS FOR EVIDENCE OF PONDING. ALL AREAS SHALL ADEQUATELY DRAIN TOWARDS THE INTENDED STRUCTURE TO CONVEY STORM RUNOFF. z CONTRACTOR SHALL IMMEDIATELY NOTIFY OWNER AND ENGINEER IF ANY DISCREPANCIES ARE z DISCOVERED. Q = UTILITY NOTES a- V) a_ z 0 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 w RECORDS OF THE VARIOUS UTILITY COMPANIES, AND WHERE POSSIBLE, MEASUREMENTS TAKEN [-- 0, IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. Lzc1 THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANIES AT LEAST 72 HOURS :2 BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE 0 RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT wvi WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. v 1n 2. THE CONTRACTOR SHALL FAMILIARIZE THEMSELVES WITH THE APPLICABLE UTILITY SERVICE w PROVIDER REQUIREMENTS AND IS RESPONSIBLE FOR ALL COORDINATION REGARDING UTILITY DEMOLITION AS IDENTIFIED OR REQUIRED FOR PROJECT. THE CONTRACTOR SHALL PROVIDE THE 6 OWNER WRITTEN NOTIFICATION THAT THE EXISTING UTILITIES AND SERVICES HAVE BEEN I I I I I I Iz TERMINATED AND ABANDONED IN ACCORDANCE WITH JURISDICTION AND UTILITY COMPANY REQUIREMENTS. 0 3. CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF SITE PLAN DOCUMENTS AND N ARCHITECTURAL DESIGN FOR EXACT BUILDING UTILITY CONNECTION LOCATIONS, OR ACCESS "' C L ES 0 C B C L DO N AND EXTERIOR GRADING. THE UTILITY SERVICE SIZES ARE TO BE DETERMINED BY THE z.< ARCHITECT. THE CONTRACTOR SHALL COORDINATE INSTALLATION OF UTILITIES/SERVICES WITH z> THE INDIVIDUAL COMPANIES, TO AVOID CONFLICTS AND ENSURE PROPER DEPTHS ARE vio ACHIEVED. THE JURISDICTION UTILITY REQUIREMENTS SHALL ALSO BE MET, AS WELL AS � COORDINATING THE UTILITY TIE-INS/CONNECTIONS PRIOR TO CONNECTING TO THE EXISTING Q� UTILITY/SERVICE. WHERE CONFLICTS EXIST WITH THESE SITE PLANS, ENGINEER IS TO BE ou m o NOTIFIED PRIOR TO CONSTRUCTION TO RESOLVE. = (;� ro u a I z 4. THE CONTRACTOR SHALL PERFORM WHATEVER TEST EXCAVATION OR OTHER INVESTIGATION IS _� o o 0 o NECESSARY TO VERIFY TIE-IN INVERTS, LOCATIONS AND CLEARANCES, AND SHALL REPORT ^.` z` cO = IMMEDIATELY ANY DISCREPANCIES TO KIMLEY- HORN AND ASSOCIATES, INC. AT (804) z� o w 673-3882. �D m � O(n � 5. THE CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OF ALL UTILITIES TO REMAIN IN n ] rw z y PLACE. \v ww 0 3: IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII Jcf = 3: ::�� a 6. MAINTAIN A MINIMUM OF 18" OF VERTICAL CLEARANCE BETWEEN STORM, SANITARY, AND ALL Ycf) UTILITIES (UNLESS OTHERWISE NOTED). NJ o � r 7. CROSS CONNECTION CONTROL AND BACK FLOW PREVENTION SHALL BE IN ACCORDANCE WITH � � � � THE UNIFORM STATEWIDE BUILDING CODE. Lo 8. CONTRACTOR SHALL COORDINATE WITH THE FIRE MARSHAL BEFORE INSTALLING FIRE LANE N 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 ��,ALT11OF INSTALL UNDERGROUND ELECTRIC, TELEPHONE, SANITARY SEWER, WATER, AND COMMUNICATION CONDUITS. ��} ?04--- 11. UNDERGROUND UTILITIES INSTALLED ON PRIVATE PROPERTY OR IN PRIVATE UTILITY EASEMENTS V RYA . PERKINS y AND BUILDING RELATED STORM DRAINS SHALL BE DESIGNED AND INSTALLED PER THE CURRENT LiC. No. 046565 EDITION OF THE VIRGINIA UNIFORM STATEWIDE BUILDING CODE. o 12102120 2- 12. PROPOSED CROSSINGS WITH EXISTING UNDERGROUND UTILITIES SHALL BE FIELD VERIFIED BY TEST PIT PRIOR TO COMMENCEMENT OF CONSTRUCTION. �y TONAL 13. THE RIM ELEVATIONS OF EXISTING MANHOLES, INLET STRUCTURES, AND SANITARY CLEANOUT TOPS SHALL BE ADJUSTED, IF REQUIRED, TO MATCH PROPOSED GRADES IN ACCORDANCE WITH z = ALL APPLICABLE STANDARDS. � N _ _ U O N O V 14. ALL WATER, SEWER AND FIRE LINES REQUIRE NEW INSPECTION AND TESTING PROCEDURES. THE LL O O = ACSA PERFORMS ANY TESTING AND INSPECTIONS OF THE PUBLIC SEWER AND WATER MAIN(S). 0 co � � cn 'm r THE ALBEMARLE COUNTY BUILDING INSPECTIONS DEPARTMENT (ACBID) DOES A VISUAL = r7 o N Q o 'm m INSPECTION AND WITNESSES THE TESTING OF THE BUILDING DRAIN, WATER SERVICE PIPE AND Q rr) � w z z o THE SPRINKLER LEAD-IN CONNECTION. THE DEVELOPER/CONTRACTOR IS RESPONSIBLE TO Y - N a z a w RETAIN A SPECIAL INSPECTOR AS OUTLINED IN THE UPDATED ALBEMARLE COUNTY POLICY FOR u w m = SITE UTILITIES TO PERFORM THE VISUAL INSPECTION AND TESTING OF ALL UTILITIES NOT o I o c) 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. V J TRAFFIC CONTROL NOTES W 1. WHENEVER CONSTRUCTION OPERATIONS ENCROACH ON THE RIGHT -OF WAY OF ADJACENT ROADWAYS, TRAFFIC CONTROL SHALL BE PROVIDED IN ACCORDANCE WITH LOCAL AND STATE O STANDARDS. 2. NO MATERIALS OR EQUIPMENT SHALL BE STORED OR STOCKPILED WITHIN THE RIGHT-OF-WAY z OF ADJACENT ROADWAYS. 3. THE CONTRACTOR WILL BE SOLELY RESPONSIBLE FOR COMPLETING AND IMPLEMENTING TRAFFIC J CONTROL PLAN. <N Q. BUILDING INSPECTION NOTES: W 1. ACCESSIBLE PARKING SPACES, ACCESS ISLES, AND ACCESSIBLE ROUTE SHALL BE INSTALLED Z IN ACCORDANCE WITH ICC ANSI A117.1-09 AND THE 2015 VIRGINIA CONSTRUCTION CODE. 2. ALL WATER, SEWER LINES, AND FIRE LINES FROM THE MAIN TO THE STRUCTURE LOCATED ON W PRIVATE PROPERTY MUST HAVE A VISUAL INSPECTION PERFORMED BY THE BUILDING n DEPARTMENT. (D 3. BUILDINGS OR STRUCTURES BUILT BEFORE JANUARY 1, 1985 MUST HAVE AN ASBESTOS SURVEY PERFORMED IN ORDER TO APPLY FOR A DEMOLITION PERMIT. ASBESTOS REMOVAL PERMITS ARE REQUIRED IF POSITIVE FOR SUCH FROM ALBEMARLE COUNTY AND VDOLI. CONTACT VDOLI FOR THEIR ADDITIONAL REQUIREMENTS AND PERMITS FOR DEMOLITION PROJECTS AT 540-562-3580 X131. i __l I ALL CONSTRUCTION METHODS AND MATERIAL SHALL CONFORM TO THESE DRAWINGS, PROJECT SPECIFICATIONS, STANDARDS WITH ALL CURRENT APPLICABLE CODES, AND, UNLESS OTHERWISE SPECIFIED, WITH THE CURRENT EDITIONS AND LATEST REVISIONS OF THE FOLLOWING REFERENCE DOCUMENTS: • VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT) ROAD & BRIDGE SPECIFICATIONS • VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT) ROAD & BRIDGE STANDARDS • MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) VIRGINIA SUPPLEMENT TO THE MUTCD • INSTRUCTIONAL AND INFORMATIONAL MEMORANDA (IIM) VIRGINIA WORK AREA PROTECTION MANUAL SPECIFIC STANDARDS AND DETAILS FROM THE CURRENT AND OR REVISED VERSION OF THE 2016 VDOT ROAD AND BRIDGE STANDARDS INCLUDE: WP-2 (ASPHALT PAVEMENT WIDENING FOR WIDENING SUBJECT TO TRAFFIC) - CC-11 (METHOD OF TREATMENT CONNECTION FOR STREET INTERSECTIONS AND COMMERCIAL ENTRANCES) - CG-12 (DETECTABLE WARNING SURFACE - TYPE B (PARALLEL) APPLICATION) - CG-6 (COMBINATION 6" CURB AND GUTTER) - MH-1 (STANDARD MANHOLE FRAME AND COVER) - MH-1 (MANHOLE FOR 12"-48" PIPE CULVERTS) - IS-1 (STANDARD METHOD OF SHAPING MANHOLE & INLET INVERTS) - DI-3A, 3B, 3C (STANDARD CURB DROP INLET - 12"-30" PIPE: MAXIMUM DEPTH (H)=8') - DI-1 (STANDARD DROP INLET - 12"-24" PIPE: MAXIMUM DEPTH (H)=10') - PB-1 (INSTALL. OF PIPE CULVERTS AND STORM SEWERS CIRC. PIPE BEDDING AND BACKFILL - METHOD "A") - ST-1 (STANDARD STEP) - DI-2A, 2B, 2C (STANDARD CURB DROP INLET - 12"-24" PIPE: MAXIMUM DEPTH (H)=9') - GR-2, 2A (STANDARD BLOCKED -OUT W-BEAM GUARDRAIL (STRONG POST SYSTEM)) - GR-2, 2A (STANDARD BLOCKED -OUT W-BEAM GUARDRAIL (STRONG POST SYSTEM, POST AND BLOCKOUT DETAILS)) Z I11 IN-..LI T V J 0. N m W Z ~ w W DD O ry z O u /� � 1 / li (D W J Q� Q Ld m J Q SHEET NUMBER CA-101 C r U M o N U � W O a ° N 0 o s W T w y Z O Un a w w z w o a w > w 3 Z z w 0 w cn c U cn N W N _O 0 6 N z Q 0 E o M o NI s N Lz, Y O W� z 3 Qo o i o 0 U CO o co r c U O ° Q I Z z ° J a o0 0 a o o z o w z �� Qw I = ° �� c N o ~ W Y O y rwz� 3 ww0� o OY (N i N J y N� s or o_ O u d 3 Ln U � O U E N i _a O{4�ALTH E ° o � x U RYA PERKINS 9 ° Q IC. Na. 046565 ` E 0 I Z/OZ/2022 �1 o ° jONAL 0 ° o f CN w w U LLI O N U W U) (r o O U) O 03 w o � L17 Q \ < m m o O w a Q\ w z Y j 3 Y a Q w _ L o o 3 Y U^ ` 7 VJ L V W a � N ° O O o a UU 7 N w L O 'o N m J y a U ,° Wo a 7 w ° L o 1 t 1 UJ z LMMLJ W wi Jz� w ° E 0 2 Q oN > w < ° Q N w m Q LL. Q 7 L 0� W Q Q L.L. oN m NN N Zs a 1 � 1 Y ° L.LJ W a ' f' Z U W z N O U O �� 0 .0 N y 0 u L N Q LLI O p m U v W O i Q 4) m SHEET NUMBER o CA Albemarle County Engineering Albemarle County Engineering Albemarle County Engineering Final Plan General Notes Final Plan General Notes Final Plan General Notes Page I of 4 Page 2 of 4 Page 3 of 4 ALBEMARLE COUNTY of pavement to the face of guardrail, and roadway shoulder widths shall be increased to 6. The contractor is responsible for installation of any additional erosion control measures FINAL PLAN GENERAL NOTES seven (7) feet. necessary to prevent erosion and sedimentation as determined by the plan approving 5. Where urban cross sections are installed, all residential driveway entrances shall conform authority. General Construction Notes to VDOT CG-9(A, B or Q. 7. All disturbed areas are to drain to approved sediment control measures at all times during 6. Where rural cross sections are installed, all residential driveway entrances shall conform to land disturbing activities and during site development until final stabilization is achieved. 1. Prior to any construction within any existing public right -of --way, including connection to VDOT standard PE-1. 8. During dewatering operations, water will be pumped into an approved filtering device. any existing road, a permit shall be obtained from the Virginia Department of 7. Compliance with the minimum pavement width, shoulder width and ditch sections, as 9. The contractor shall inspect all erosion control measures periodically and after each rnnoff- Transportation (VDOT). This plan as drawn may not accurately reflect the requirements of shown on the typical pavement section detail, shall be strictly adhered to. producing rainfall event. Any necessary repairs or cleanup to maintain the effectiveness of the permit. Where any discrepancies occur the requirements of the permit shall govern. 8. Road plan approval for subdivisions is subject to final subdivision plat validation. Should the erosion control devices shall be made immediately. 2. All materials and construction methods shall conform to current specifications and the final plat for this project expire prior to signing and recordation, then approval of these 10. All fill material to be taken from an approved, designated borrow area. standards of VDOT unless otherwise noted. plans shall be null and void. 11. All waste materials shall be taken to an approved waste area. Earth fill shall be inert 3. Erosion and siltation control measures shall be provided in accordance with the approved 9. All signs or other regulatory devices shall conform with the Virginia Manual for Uniform materials only, free of roots, stumps, wood, rubbish, and other debris. erosion control plan and shall be installed prior to any clearing, grading or other Traffic Control Devices and the Albemarle County Road Naming and Property Numbering 12. Borrow or waste areas are to be reclaimed within 7 days of completion per Zoning construction. Ordinance and Manual. Ordinance section 5.1.28. 4. All slopes and disturbed areas are to be fertilized, seeded and mulched. 10. Traffic control or other regulatory signs or barricades shall be installed by the developer 13. All inert materials shall be transported in compliance with section 13-301 of the Code of 5. The maximum allowable slope is 2:1 (horizontal:vertical). Where reasonably obtainable, when, in the opinion of the County Engineer, or designee, they are deemed necessary in Albemarle. lesser slopes of 3:1 or better are to be achieved. order to provide safe and convenient access. 14. Borrow, fill or waste activity involving industrial -type power equipment shall be limited to 6. Paved, rip -rap or stabilization mat lined ditch may be required when in the opinion of the 11. The speed limits to be posted on speed limit signs are 5 mph below the design speed, or as the hours of 7:OOam to 9:OOpm. County Engineer, or designee, it is deemed necessary in order to stabilize a drainage determined by VDOT for public roads. 15. Borrow, fill or waste activity shall be conducted in a safe manner than maintains lateral channel. 12. VDOT standard CD-1 or CD-2 cross -drains under to be installed under the subbase support, or order to minimize any hazard to persons, physical damage to adjacent land and 7. All traffic control signs shall conform with the Virginia Manual for Uniform Traffic material at all cut and fill transitions and grade sag points as shown on the road profiles. improvements, and damage to any public street because o slides, sinking, or collapse. Control Devices. 13. A video camera inspection is required for all storm sewers and culverts that are deemed 16. The developer shall reserve the right to install, maintain, remove or convert to permanent 8. Unless otherwise noted all concrete pipe shall be reinforced concrete pipe -Class III. inaccessible to VDOT or County inspections. The video inspection shall be conducted in Stormwater management facilities where applicable all erosion control measures required 9. All excavation for underground pipe installation must comply with OSHA Standards for accordance with VDOT's video camera inspection procedure and with a VDOT or County by this plan regardless of the sale of any lot, unit, building or other portion of the property. the Construction Industry (29 CFR Part 1926). inspector present. 17. Temporary stabilization shall be temporary seeding and mulching. Seeding is to be at 75 lbs/acre, and in the months of September to February to consist a 50/50 mix of Annual Ryegrass and Cereal Winter Rye, or in March and April to consist of Annual Rye, or May General Construction Notes for Streets (This list is in addition to the General Construction General construction notes for Erosion and Sediment Control plans through August to consist of German Millet. Straw mulch is to be applied at 801bs/100sf. Notes) Alternatives are subject to approved by the County erosion control inspector. 1. The plan approving authority must be notified one week prior to the pre -construction 18. Permanent stabilization shall be lime and fertilizer, permanent seeding, and mulch. 1. Construction inspection of all roads within the development will be made b the proposed Y conference one week prior to the commencement of land disturbing activity, and one week P g Y� Agricultural grade limestone shall be applied at 901bs/1000sf, incorporated into the to 4-6 �' grP County. The contractor must notify the Department of Community Development (296- prior to the final inspection. inches of soil. Fertilizer shall be applied at 10001bs/acre and consist of a 10-20-10 nutrient 5832) 48 hours in advance of the start of construction. 2. All erosion and sediment control measures will be constructed and maintained according to mix. Permanent seeding shall be applied at 1801bs/acre and consist of 95%Kentucky 31 or 2. Upon completion of fine adin and of the roadbed subgrade, the contractor P grading preparation Sr' minimum standards and specifications of the Erosion and Sediment Control P 0 Tall Fescue and 0-5 /o Perennial R e rass or Kentucky Bluegrass. Straw mulch is to be Y g Y g shall have CBR tests performed on the subgrade soil. Three (3) copies of the test results Handbook and Virginia Regulations VR 625-02-00 Erosion and Sediment Control applied at 801bs/100sf. Alternatives are subject to approved by the County erosion control shall be submitted to the County. If a subgrade soil CBR of 10 or greater is not obtainable, Regulations. inspector. a revised pavement design shall be made b the design engineer and submitted with the test 3. All erosion and sediment control measures are to be laced prior to or as the first step in 19. Maintenance: All measures are to be inspected weekly and after each rainfall. An U C N N 0 u m m Q C O 3 Lo z I _ E 1 Y =� o � T Z a 0 Q r z Q 3 � v n n o :J m J Q z Q - o o Y m � a i � c n ° E J ° Q = T J w 1 E n y 7 T C Q o J ° Y� ° tU � � o L v rn c C 0 .o Q N Lo L � N ° n � C v N 3 D 0 C O 0 5 s '3 N aci E o ° L o I � � L � C 0 � w o c ° I � S n n ° h a E > o I 0 ° 3 v Y -O m ELo N � n N ° h 3 �L u N s V 3 y `o L m n� E c° U 0 O O � a Z n J a X 1 L z o E o Z z ° Q C n < Q u L z Q _ o C v i E Y n C � C J ° Q ° n ° 7 L Q C C a, 0 a o O � J � a o� Y c ° n a a, C tU O L ° n � 5 c � y � 3 L -v 0 0 J .. E ° O L 1 ~ XVDOT-)fTrala )Ql�dl l„n1ti1 �Trat7iWfta41iCSh't ACCESS MANAGEMENT EXCEPTION REQUEST: AM-E ACCESS MANAGEMENT REGULATIONS 24 VAC 30-73 SECTION 120 February 2015 February 2015 Exception to the commercial entrance shall not be located within the functional area of an intersection requirement. (See Regulation Section 120 C. 1; Appendix F, Rd Design Manual) ✓❑ Attached: A traffic engineering study documenting that the operation of the intersection and public safety will not be adversely impacted. Submitted by: David M. Capparuccini, P.E. PTOE, Kimley-Horn Date: 6/2/21 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 If 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 rpnupgtprl that the adinrpnt nrnnprtv nwnpr hp rnntartpd to digrugq n gharpd arrpcq drive. Altar multinlP nttpmntg to rnntart VDOT District: Culpepper Area Land Use Engineer: Adam Moore NOTES: (1). Submit this form and any attachments to one of the District's Area Land Use Engineers. (2). See Section 120 of the Regulations for details on the requirements, exceptions, and exception request review process. (3). Attach additional information as necessary to justify the exception request(s). (4). If a traffic engineering study is required, the decision on the request will be based on VDOT engineering judgment. (5). Use the LD-440 Design Exception or the LD-448 Design Waiver forms for design and engineering standards, e.g. radius, grade, sight distance. See IIM-LD-227 on VDOT web site for additional instructions. Select the Exception(s) Being Requested ■ Exception to the shared commercial entrance requirement. (Access M. Regulations Section 120 C.2) Reason for exception: A. An agreement to share the entrance could not be reached with adjoining property owner. ■ Attached: Written evidence that adjoining property owner will not share the entrance. B. Physical constraints: topography, adjacent hazardous land use, stream, wetland, other. ❑ Specify constraint: ❑ Attached: Documentation of constraint such as aerial photo or topographic map. Exception to the vehicular connection to adjoining undeveloped property requirement. (section 120 CA) Reason for exception: ® A. Physical constraints: topography, adjacent hazardous land use, stream, wetland, other. ❑ Specify constraint: ❑ Attached: Documentation of constraint such as aerial photo or topographic map. B. Other reason: 1 February 2015 ❑ E. The development's 2"d (or additional) entrance does not meet the spacing standards but is necessary for the streets to be accepted into the secondary system. (Section 120 C.3.e) ❑ Attached: Information on the development that identifies the location of entrances. ❑ F. To be located within the limits of a VDOT and locality approved access management corridor plan. Il Attached: Aerial photo of corridor identifying proposed entrance/intersection location. (Sect 120 C.3.b) FOR VDOT USE ONL Recommendation on Exception Request: Approve✓ Deny II 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 I Date: 7/1/2021 District Administrator or Designee: M1tl IhA5"'°°'" ii N21.o7.et to:ae:at W- Name (and position if Designee) Remarks: Concur with Residency remarks. Approval requires time of day signs directing traffic entering Greenbrier to the right from 7 AM-9AM and from 5 PM-6PM (based on peak hours in traffic analysis). Times for left turn restriction will be monitored and may need to be adjusted based on field conditions/safety concerns. District Staff: Please email copy to Bradley. Shelton(d),VDOT.Viroinia.00v 3 ❑ EXCEPTION TO THE SPACING STANDARDS FOR: • Commercial entrances; intersections/median crossovers (Table 2-2); • Commercial entrances/intersections near interchange ramps (Tables 2-3, 2-4); or • Corner clearance (Figure 4-4). Appendix F, Road Design Manual Information on the Exception Request ✓❑ ON A STATE HIGHWAY Functional classification: Principal Arterial: R 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 g Y 4 ) Type of intersection/entrance: Signalized Unsignalized ❑ Full Access ❑ Partial Access ❑ Required spacing distance ft Proposed spacing distance ft Requested exception: Reduction in required spacing ft REASON FOR EXCEPTION: A. To be located on an older, established business corridor along a highway where existing spacing did not meet the standards prior to 7/1/08 or 10/14/09. (Regulation section 120 C.3.c) Attached: Dated aerial photo of corridor identifying proposed entrance/intersection location. ® B. Not enough property frontage to meet spacing standard, but the applicant does not want a partial access right-in/right-out entrance. (Section 120 C.3.f) Attached: A traffic engineering study documenting that left turn movements at the entrance will not have a negative impact on highway operation or safety. ❑ C. To be located within a new urbanism mixed use type development. (Section 120 C.3.d) ❑ Attached: The design of the development and compliance with intersection sight distance. ❑ D. The proposed entrance meets the signal warrants but does not meet the signalized intersection spacing standard. The applicant requests an exception to the spacing standard. ❑ Attached: A traffic engineering study that (i) evaluates the location's suitability for a roundabout and (ii) provides documentation that the proposed signal will not impact safety and traffic flow. (Section 120 C.5) 2 • 0 It 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. Waynerimberg Directoring & �omm ity Development VWC/jcw cc: Amelia Patterson Jo Higgins James E. Crenshaw Charlottesville Realty Company THIS IS TO CERTIFY THAT ON NOVEMBER 30, 1976, , 1 SURVEYED THE PROPERTY SHOWN ON THIS PLAT AND THE TITLE LINES AND WALLS OF THE BUILDING ARE SHOWN HEREON. WILLIAM S. 110418Ae1mN, JR. CERTIFIED LAND SURVEYOR U.S. ROUTE 29 — N. B. L. CERTIFICATE No. sasn,Te• 16 MARKED PARKING ,SPACES '- 3xF*+.,^"phi. I ben I 3e1 N35°?O'S9"E • /4 9.02' Jlyn /IFonV4__ 175.00'- . S35°20'S9"W d=BB°32'1B" R 126. 65' To 25. 96' L, 41. 10' /ran / e M Iren / Set .I/ Fnll I '-;iil r' n 3W J. Z661 £ 1 NVf ;-33A1303a FENCED PARKING AREA '- ye. _�enenc / A1,,4-s - -�--Scrwee S7Et�ian lr fCc/p.r.r S/�/o c3/�. 2- fenced �.arern__/e7_2 ;� VeAela/e- turnrq IO 3- recces; eyesT11nq d,, Ssa1,4 e5nc !r° r3rd IJ 74/._) PHYSICAL SURVEY OF LOT 1 , BLOCK A, SECTION TWO #IWESTFI ELD" CHARLOTTESVILLE MAGISTERIAL DISTRICT ALBEMARLE COUNTY, VIRGINIA "°" s.1 e N. L "MAN I. JL 7� V CENT. NO. 54.173 (a) 655 54-173 (b) 78 •r ♦4rtreD ~ LAND 0D�`a cya+l 'I n0)�eS .t 4'�D� I5 ✓eE 17. '!f'Z �/�f �':^` Pr.>e-� /,></e,r,,,Cs( eeoC.., WILLIAM S. ROUDABUSH, INC. -Al"', . un are /; io oe:, yy , A Professional Corporation CERTIFIED LAND SURVEYORS ',ALE: 1 ' 50' DATE: NOVEMBER 30, 1976 Charlottesville Virginia Sour. vnme Poml 1 Seovh C. 3UU CUI, I. r ?.T FII F 1140_49..74.. W of Z Cn a- (n a- Z Q o > w z o- W Ld (n W O M N M N LZQ z� O wz Z ~ o Q C) N CO Q z o CD Z N a 0 = Z~ O W 0 Z ofn 0 J � z 0 � cf Y n N J O� r N oL0 M O N i RYA PERKINS LiC. No. 046565 12/02-/2 61Z2 O O N N 3: O O N 0� LLJO w� Ln O DO H\ Cn a > > ° aIr, oN O o m Q \ W Z Z y Y N ¢CD N ¢ w tUll O O U 5I— L w u) Z Z 0-wLU0 UwUw0_ Q � Z X C)Q w LU — V ) 0 0U Z I N W Q w z w w D 0 not, O W J Q w m J Q SHEET NUMBER CA-103 TOP=451. '19 �N ti0�ry Qy,OC'Q, Q I A5 BM #V , MAG NAIL ON TOP/CURB ELEV=456.2,,3 / TOP=457.79 / FL=453.35 / TOP=454.i , / INV IN-4 .80 / INV OUT 46. ° , Nye TOP= :��-452, \ \ \ 4SS 4S6_ , '< \= 5 Oz 11 FL=441.15 GP -45-7t� a \ //�//��/) B n �/ /' " / / \�� 48.5 a HISELED SQUARE ,S"TAT �\ w / / / �' ` u F - / C9R/D.I. �e� E ROUTE g / 458 \ �� \� \ ELEV pb (60 R 66 TOP=446.53 INV IN=440.70 D FL=425.85 CURVE TABLE SIT CURVE I LENGTH RADIUS DELTA I TANGENT ICHORD BEARING1 CHORD I C1 1 41.19 26.65 88"33'51" 25.99 N79'32'55"E 37.21 .32 S 1`� 75 S 5 R+ h rna='AC. nF \RCA RO9oR�G4oiN� VICINITY MAP SCALE 1" = 2000' =446.2 \ \ \ \ \ FL=4 u 1� ry a NO \ \ _ _ iN�9 hie, M^ P^�� �\ a �P=435.81#1215 T TION OF "STEEP SLOPES -MANAGED" AS STORY FL=429.70 LOCA BRICK/METAL \ �\ \ \ \\ \ \\ \\ \ \ \ 1 \` \ _ C IDENTIFIED ON ALBEMARLE COUNTY GIS (TYP.) F.F.=458.3 \ \ \ \ \ \ \ G\ \ \ \ RR n a _ �'^--- qe2 � 00 \\ \\ \\A RRSOS\ \ \ \ \ \ ro/� �) J\y` \ p ' •� SS \ \\ \ \ \ / / a/MM(y /ary 42.E \\ _4e L' / 54,. EEFF11((ffff /�C/K FRCP © NION#49TOP=423.61A w 1Ri�KY L=4os.002.256 ACRES /'G. � 50 \\B F.F.=429.50 CHI ASSET (VA) CHARLOTTESVILLE-1165 PEPSI PLACE, LLC \ -- X\--r- \ \ \\ \\�\\ \ \\ \\\\\\ \ ``��k D.B. 4722 PG. 213 \\ \\ \ \ \ \\\\\ \ \� \\ \�� \ D.B. 2359 PG. 589 (PLAT) GRAVEL AREA \\� \�\\\�\�\ PARCEL ID: 061WO-02-00-002BO NOTES \ 1. OWNERSHIP: \ CHARLOTTESVILLE REALTY CORPORATION D.B. 696 PG. 560 PARCEL ID: 061 WO-02-OA-00100 / 2. THIS SURVEY WAS PREPARED WITH THE BENEFIT OF A TITLE COMMITMENT BY FIDELITY NATIONAL TITLE INSURANCE COMPANY COMMITMENT NO. DC2000670 EFFECTIVE DATE OCTOBER 8, 2020 AT 8:00 A.M. 3. EXCEPTIONS OF SCHEDULE B-SECTION II OF THE ABOVE REFERENCED TITLE COMMITMENT: 1.) NOT ADDRESSED 2.) STANDARD EXCEPTIONS A. NOT ADDRESSED B. NOT ADDRESSED C. NOT ADDRESSED D. SHOWN HEREON 3.) NOT ADDRESSED 4.) NOT ADDRESSED 5.) NOT ADDRESSED 6.) 40' GAS LINE EASEMENT IN D.B. 290 PG. 434 - SHOWN HEREON 7.) PARTIAL VACATION OF A 40' GAS LINE EASEMENT IN D.B. 421 PG. 500 - SHOWN HEREON 8.) 10' VEPCO EASEMENT IN D.B. 429 PG. 350 - SHOWN HEREON 9.) 40' GAS LINE EASEMENT IN D.B. 1683 PG. 337 - SHOWN HEREON 10.) 15' LUMOS NETWORKS EASEMENT IN D.B. 4871 PG. 240 - SHOWN HEREON 11.) 40' GAS LINE EASEMENT IN D.B. 425 PG. 153 - SHOWN HEREON 4. THIS PROPERTY LIES IN ZONE 'X' OF THE FEMA DEFINED FLOOD HAZARD AREA AS SHOWN ON FLOOD INSURANCE RATE MAP NUMBER 51003CO278D, EFFECTIVE DATE FEBRUARY 4, 2005. 5. DURING THE PROCESS OF OUR PHYSICAL IMPROVEMENT SURVEY NO INDICATIONS OF A CEMETERY WERE FOUND. NO FURTHER INSPECTION OF THE PROPERTY HAS BEEN MADE FOR POSSIBLE CEMETERIES. 6. ZONED: C1 COMMERCIAL; SEE COUNTY OF ALBEMARLE ZONING ORDINANCE FOR SETBACKS 7. HORIZONTAL: THE MERIDIAN SOURCE OF THIS PLAT IS BASED ON THE VIRGINIA STATE PLANE COORDINATE SYSTEM, SOUTH ZONE, NAD 1983/1993 (HARN). COORDINATE VALUES SHOWN ARE EXPRESSED IN U.S. SURVEY FEET. VERTICAL: NAVD 88 DATUM 8. UNDERGROUND UTILITIES MARKED BY ACCUMARK, INC. AND FIELD LOCATED. M04 • ID.Jg���` °411 ;o VE ♦ `rIle THIS IS TO CERTIFY THAT THIS MAP OR PLAT AND THE SURVEY ON WHICH IT IS BASED WERE MADE IN ACCORDANCE WITH THE 2016 "MINIMUM STANDARD DETAIL REQUIREMENTS FOR ALTA/NSPS LAND TITLE SURVEYS," JOINTLY ESTABLISHED AND ADOPTED BY ALTA AND NSPS, AND INCLUDES ITEMS 1,2,3,4,5,7(a),8,9,11,13,14 & 16 OF TABLE A THEREOF. PURSUANT TO THE ACCURACY STANDARDS AS ADOPTED BY ALTA AND NSPS AND IN EFFECT ON THE DATE OF THIS CERTIFICATION, UNDERSIGNED FURTHER CERTIFIES THAT IN MY PROFESSIONAL OPINION, AS A LAND SURVEYOR REGISTERED IN THE COMMONWEALTH OF VIRGINIA, THE RELATIVE POSITIONAL ACCURACY OF THIS SURVEY DOES NOT EXCEED THAT WHICH IS SPECIFIED THEREIN. THE FIELD WORK WAS COMPLETED ON NOVEMBER 13, 2020. KENNETH R. BLAYLOCK, JR., L.S. LIC. NO. 2833 DATE APPROXIMATE 10' VEPCO E D.B. 429 F TOP=428.07 BLOCK \_ FL=426.60 S \ \ \ \ \ \ \ RETAINING \ \Ry \X \ \ \� WALL I \ \ \ \ \ \ \ \ INV=428.63 \ I G) \ \ \\\\ \ \ \\ GRATE INLET \ \ \ \ \ \ \\ \\ \\\\ TOP-440.55 \\ \ \ \\ \\ FL=429.70 40`CAS LINE EAMENT ----\\ y ` D. 290 P 434 \ �� - \ \ l I I 1I I \ I \ \ \ \ \ b. -_1ZB. 4�1 500 \ \ \ 1 \\1\\ (( I I I I J 337 RMD PROPERTIES, LLC D.B. 2217 PG. 191 D.B. 407 PG. 55 (PLAT) PARCEL ID: 061 WO-02-OA-00200 FENCE MEANDERS ALONG PA p, / ��/4¢4 11/n 11/v/ lIl /llj�/ 1 LEGAL DESCRIPTION FIND. vu �//, BEGINNING AT A POINT; MARKED P.O.B.; SAID POINT BEING AT THE INTERSECTION OF THE EAST LINE OFSEMINOLE ///�a,\ wry/ TRAIL (U.S. 29) AND THE OOFEGREENBRIIER LINE OIER UALONG ETORTHE STATE ROUTE )OFT4EN9E DRIVE (HAVING ALONG THE SOUTH LINE ATH DRIVE CURVE RIGHT A LENGTH A RADIUS OF 26.65', A CHORD BEARING OF N79"32'55"E AND A CHORD OF 37.21' TO A POINT; THENCE S56°10'09"E 19.38' TO A POINT; THENCE LEAVING THE SOUTH LINE OF GREENBRIER DRIVE S56°10'09"E 517.44' TO A POINT; THENCE S35"24'00"W 175.00' TO A POINT; THENCE N56"10'09"W 562.40' TO A POINT / ON THE SOUTH LINE OF SEMINOLE TRAIL; THENCE ALONG THE SOUTH LINE OF SEMINOLE TRAIL N35"16'00"E 149.00' TO THE POINT OF BEGINNING, MARKED P.O.B. AND CONTAINING 2.256 ACRES. GRAPHIC SCALE ( IN FEET ) 1 inch = 30 ft. LEGEND a DECIDUOUS TREE BENCHMARK • BOLLARD SIGN HANDICAP RAMP © CABLE VAULT ®V FIBER-OPTIC VAULT Q FIBER-OPTIC MARKER m e TELEPHONE PEDESTAL X GAS VALVE © GAS MARKER wv WATER VALVE QM WATER METER ® MONITORING WELL QE ELECTRIC METER © TRAFFIC SIGNAL POLE ®v ELECTRIC VAULT LIGHT POLE GUY WIRE POWER POLE Q DRAINAGE MANHOLE 0 CLEANOUT O SANITARY SEWER - - - - OHE - OVERHEAD ELECTRIC UNDERGROUND WATER - - - - - G UNDERGROUND GAS - - - - - UGE - UNDERGROUND ELECTRIC UNDERGROUND FIBER-OPTIC - UTL - UNDERGROUND TRAFFIC UNDERGROUND CABLE TV - - - - - UGT - UNDERGROUND TELEPHONE JA-ZAN LIMITEARTNERSHIP \ D.B. 1134 P . 536 D.B. 779 PG. 40 (PLAT) PARCEL ID: 061 WO-000-00200 \ ALTA/NSPS LAND TITLE SURVEY OF zx op �� ,2.,2�56 ACRES OF LAND LYING ON THE \ \ SOUTHEAST CORNER OF SEr�1INOLE 0 �' TRAIL AND CREENBRIER DRIVE "KENNETH R BLAYLOCK, JRz o Lic. NO. 2833 RIO DISTRICT * ALBEMARLE COUNTY, VIRGINIA DATE. NOVEMBER 13, 2020 SCALE. >" = 30' JENNINGSTEPHENSON P.C. 10160 STAPLES MILL ROAD SUITE 103 GLEN ALLEN, VA 23060 " PHONE- 804-545-6235 LAND SURVEYORS w E FAX - 804-545-6259 & PLANNERS J. N. 20- 681 EXISTING CONDITIONS CV-101 6 c N O u m v ¢ ° `o T N E Y O T L ° 3 � z L ¢ 3 J 1 v n J _ o c w - ui ¢ v = o O N z ¢ L � o w = T 3E = y J V d w o ° � a ° I� w ° c ° � C � O L O � N c D O c 3 c � m ° � 5 3 C N o E T= u v° m N J O L C I ° v u S ° V ° v o `m c n m o a E XI -O n h ° `o ° JI � J Y ° 0 Y � a N E ° 3 � L J �s 3 r Z) o V 6 V u V � o L o v a n E ' N n U O N ' v a _ v n x Z T i i o o z °' z J ' n w " _ o w .. n v _ D z V ° J v r � a y C J � v 0 a o O � J � o ° Y c ° n a v C N O L U n � 5 c v y � 3 v s -v 0 0 J .. E n ° ° O L Z ~ 0 EXISTING CURB AND GUTTER TO REMAIN EXISTING WELLS TO BE REMOVED IN ACCORDANCE WITH VDH STANDARDS EXISTING CANOPY AND CURB -NJ ISLAND TO BE REMOVED OO N N N ~ o) a a I II ��rnmm s� N d I I [ti Q�22 �1 �-avivi -I II O O�rn I I W N �Lo Ia J m M I\ �¢�C7(7 �> as 00 m Gj 0 ci icy 9' yk . WASH RACK DOWNSTREAM SEDIMENT SETTLE AREA \� SEE ALBEMARLE COUNTY /� 4 PAVED WASH RACK 9 \ DETAIL ON SHEET CE-501 \ EXISTING SIDEWALK AND CURBING TO BE REPLACED EXISTING WATER METER TO REMAIN II 3 CONTRACTOR TO UTILIZE 2 -/ TEMPORARY POWER WASHERS AT CONSTRUCTION ENTRANCE FOR WASHDOWN. CONTRACTOR TO REMOVE POWER WASHERS AND UTILIZE ONSITE WATER AS SOON AS POSSIBLE FOR WASHDOWN. II 9 ,\oe FV 6\ N�g1 /// P �G/N O / pQ° oNN . / _54"±RCP 0 ' IP SF / q\ / 1 N •� J v V - EXISTING INLET TO J� a $F (VA) CHARLOTTESVILLE-1165 PEPSI PLACE, LLC BE REMOVED o' / CONTRACTOR TO REPLACE D.B. 4722 PG. 213 i 1 RIPRAP DITCH AFTER CONSTRUCTION OF ULTIMATE D.B. 2359 PG. 589 (PLAT) EXISTING SIDEWALK r VIP C 11 1 1 0 _TO BE REMOVED co `L SHOE ��" �FI 1 1 CONDITION RCP OUTFACE PIPE PARCEL D: 061W0-02-00- 02B0 a �a6 / <��11 111111 I I w ZONED: C-1 COMMERCIAL 1111i 11 11 PARCEL USE: CONVALESCENT HOSPITAL M1 �5 SS / / / \ \ IP \ I1 II i I �rry�aG�1 i I I �ti66 SF/_ _� %I\k \ \ \�P��\ii EXISTNG TREES ` DC \ '' CONTRACTOR TO INSTALL ULTIMATE t I CONDITION RCP PIPE AND STRUCTURES TO .15"CpP�� EXISTING TREES AND 4 i _ ;OUTFALL SEDIMENT TRAP. SEE SHEET = OG �G •Qc, p,0 p VEGETATION TO BE REMOVED < 449� TO BE REMOVED _ _ - TS / 445 �CG-101 FOR PIPE AND STRUCTURE INVERTS.-_ N5\ i F /�450_�` _-� 6_ 4 \\ y - - �F�PPp� �p doe N� (6) EXISTING BOLLARDS - - .'� �?k�� INSTALL STRUCTURE 1008 : \ \ WITH CREST AT 453.00 _ � _ -TO BE REMAIN �� >- �� T -4 - - I � \ rT ' r - - - _ / 8- - 6' BERM - - _ SEDIMENT TRAP �\ 452 _ SF ' DRAINAGE AREA: 1.40 ACRES ELEV=456.00 - - _ - \b - - - -SEE DETAIL ON SHEET CE-501 \ 453, � - t00A _ - = BOTTOM ELEVATION: 450.00 4. S� \l / = / 5 /L - _ - =BE� ELEVATION: 456.00\ DD DIVERSION DIKE BASE DIVERSION DIKE BASE \ o ELEVATION: 458.00 I o EXISTING WOOD SHEDS N 3 \ \ 456�� Qj \ �S6' 453 4 2 $T \ TO BE REMOVED- \ EXISTING GAS SERVICE 451 up- EXISTING CONCRETE / w - - _ \ TO 1215 SEMINOLE 451 450 DD \ \\ \ �\ TO BE REMOVED i �/� i _ o' a TRAIL TO BE REMOVED DD ` � / 454 „453 452 EXISTING TREES AND } / \\\ VEGETATION TO BE REMOVED / N w -t \ I '� 456 It CONTRACTOR TO ENSURE PROPOSED STOCKPILE EXISTING BUILDING DIVERSION DIKE BASE-- � 458 I II I EXISTING UNDERGROUND TO BE REMOVED POSITIVE DRAINAGE TO THE ELEVATION: 456.30 dh� �� AREA ELECTRIC LINES TO BE REMOVED % .(�S SEDIMENT TRAP_ _ 8.0' WIDE RIPRAP OUTFALL �� 459 DIVERSION DIKE TO TOP OF WET STORAGE: 453.50 TOP OF DRY STORAGE: 455.00 I OUTFACE INTO I T$ //.� r D \SEDIMENT TRAP (TYP.) DC //�// II I 6(o FLAP \ \ EXISTING GAS LINES / / v i 1 11 1 / // �\ F TS \ ///y EXISTING WATER SERVICE AND TO REMAIN (TYP.) P- O METER TO BE ABANDONED / \ C� EXISTING GRAVEL TO (SEE SHEET CU-502) / �� BE REMOVED (TYP.) EXISTING SANITARY SEWER LATERAL AN_O CLEANOUT TO BE REMOVED DC '\ i �� D� �/ 1\IIIIII PROPOSED STAGING AND T$ '10 IIII IIC // O T$ \\ 1 PARKING AREA � \ \ � �/ / u111111 11 1 - EXISTING WELLS TO BE REMOVED IN �a \ PROPOSED LOCATION OF \ \(-SEDIMENT BOUNDARY N 111 11 o11 III f ., 'ACCORDANCE WITH VDH STANDARDS \ SOLID /NON -HAZARDOUS DC T$ DRAINAGE AREA• 1 40 ACRES 1� III TS PPROXIMATE LOCAT 10' VEPCO EASEMEN D.B. 429 PG. 350 �y9• /�W W _ W ' EXISTING OVERHEAD ELECTRIC LINE TO BE REMOVED UP TO POLE EXISTING UNDERGROUND ELECTRIC LINE TO BE REMOVED UP TO POLE CE /// (7) EXISTING BOLLARDS _ TO BE REMOVED r - EXISTING OVERHEAD ELECTRIC LINE I TO BE REMOVED UP TO POLE EXISTING UNDERGROUND ELECTRIC LINES TO BE REMOVED UP TO POLE EXISTING UNDERGROUND TELECOM LINE TO BE REMOVED UP TO POLE WASTE DUMPSTER - - _ ' \' / I I \ " /_' Illtlllllllll f / PROPOSED LOCATION OF hod\ �/ 111 IMII I11\IIII SANITARY FACILITIES ` ''��'e �� \ •/ IIIII�1\�\\\I 111 �4b%J J \ \ \ / SF k02\\\ \111 IIII \ \\ \\\�111111111 1 a\\�,� \ \11 11 1111111 \\x\\ II III11 111 111 "458- \ \�81�11111�111111111111111 / I , W W W PROPOSED LOCATION FOR CONCRETE WASHOUT FENCE MEANDERS ALONG P/L (CONTRACTOR TO PROVIDE IMPERMEABLE BARRIER/LINED PIT THAT PREVENTS RUNOFF) EXISTING TREES AND VEGETATION TO BE REMOVED 40' GAS LINE EASEMENT - I JA-ZA IMITED PARTNERSHIP PROPOSED LOCATION FOR ON -SITE FUEL STORAGE (CONTRACTOR TO PROVIDE IMPERMEABLE BARRIER PROPOSED LOCATION OF RAIN GAUGE D.B. 290 PG. 434 D.B. 421 PG. 500 I D. 1134 PG. 536 D.B. 77 G. 401 (PLAT) BE RELOCATED BY CONTRACTOR IF D.B. 1683 PG. 337 PARCEL ID: 06'rWO-02-00-0( CONTAINMENT, EXTERNAL TO STORAGE) (CAN MODIFICATION IS NEEDED IN THE FIELD) ZONED: C-1 CIWMERCIAL PROPOSED LOCATION FOR SOLVENT PAINT STORAGE PARCEL USE: VACANT C ERCIE (CONTRACTOR TO PROVIDE IMPERMEABLE CONTAINMENT, EXTERNAL TO STORAGE) I RID PROPERTIES, LLC I D.B. 2217 PG. 191 D.B. 407 PG. 55 (PLAT) PARCEL ID: 061 WO-02-OA-00200 ZONED: C-1 COMMERCIAL PARCEL USE: MARKET 111ar•to] III[eL■IgoalII 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. 3.02 MEASURE CALLOUT CE SYMBOL QUANTITY 1 EA. CONSTRUCTION ENTRANCE 3.05 SF 1050 LF SILT FENCE X X X 3.07 IP ® 4 EA. INLET PROTECTION 3.08 CIP ® E] CULVERT INLET PROTECTION 3.09 DD 300 LF DIVERSION DIKE 3.13 ST ST - 1 EA. SEDIMENT TRAP 3.31 TS TS - 2.62 AC. F TEMPORARY SEEDING 3.32 PS PS - t1.0 AC. PERMANENT SEEDING 3.38 TP 450 LF TREE PROTECTION TIPTIP 3.39 IS 2.62 AC. --a--DC _ DUST CONTROL SEDIMENT TRAP DRAINAGE BOUNDARY >• tt tt t� LIMITS OF DISTURBANCE 2.62 AC. PHASE I PROBABLE CONSTRUCTION SEQUENCE 1. SCHEDULE AN ON -SITE PRE -CONSTRUCTION MEETING. THE OWNER MUST GIVE THE COUNTY INSPECTOR AT LEAST 48 HOURS NOTIFICATION TO SCHEDULE AN ON -SITE PRE -CONSTRUCTION MEETING FOR THE ISSUANCE OF A LAND DISTURBANCE PERMIT. THE CERTIFIED REGISTERED LAND DISTURBER (CRLD) MUST ATTEND THE MEETING. 2. THE VSMP CONSTRUCTION ACTIVITY OPERATOR AND THE COUNTRY ENVIRONMENTAL INSPECTOR MUST ATTEND THE PRE -CONSTRUCTION MEETING. 3. INSTALL CONSTRUCTION ENTRANCE AT EXISTING ENTRANCE ON SEMINOLE TRAIL. CONTRACTOR TO KEEP EXISTING ROADS FREE OF MUD AND DEBRIS AT ALL TIMES. 4. INSTALL PERIMETER SILT FENCE AND INLET PROTECTION FOR EXISTING INLETS. 5. INSTALL THE PIPE NETWORK FROM STRUCTURE 97 TO STRUCTURE 100B, WHICH WILL ULTIMATELY DRAIN THE PROPOSED SEDIMENT TRAP. THE BASE OF STRUCTURE 100B WILL BE INSTALLED AS THE OUTFALL STRUCTURE FOR THE PROPOSED SEDIMENT TRAP. 6. INSTALL THE SEDIMENT TRAP AND THE DIVERSIONS, MAINTAINING POSITIVE DRAINAGE TO THE SEDIMENT TRAP. NOTE THAT ALL DIVERSIONS AND SEDIMENT TRAPS MUST BE SEEDED AND MULCHED IMMEDIATELY UPON CONSTRUCTION. 7. BEGIN SITE DEMOLITION ACTIVITIES. MAINTAIN POSITIVE DRAINAGE TO EROSION CONTROL MEASURES AT ALL TIMES. CONTRACTOR TO SEED/MULCH AREAS IMMEDIATELY AS DISTURBANCE CONTINUES THROUGHOUT CONSTRUCTION. 8. ONCE DEMOLITION IS COMPLETE AND ALL PHASE I EROSION AND SEDIMENT CONTROL MEASURES ARE IN PLACE, CONTRACTOR MAY BEGIN PHASE IB CONSTRUCTION ACTIVITIES. REFER TO SHEET CE-102 FOR PHASE IB SEQUENCE OF CONSTRUCTION. GRAPHIC SCALE IN FEET 0 15 30 60 V=30' W Of Z a- V) a_ z ¢ 0 > W Z � W Ld U (n W 0 M N M N L C)¢ z, 0 �o wz ~o ¢� C) O�CO N O cf)co n. a z C�O h O ZN awe} CD = Z~ O W ILS O cn ' J :5 _~ W Y Z O Y n N J N o>- N O� L0 0 N RYA PERKINIS LiC. No. 046565 12/OZ/20Z2 U O N N 3: 0 O N 0� w 0 O c000f Lc) Li F cn a > } m a oN O o m � w Y ¢ V Ul v O ¢ O w U W ffuj VJ Q a- Z I- � Z W O Q = J a.W 0(.) 2 r^^ V i 0 Lu 01/u �I, Z0 N W Q W z W W 0 O(! 0 V W J CY Q w m J Q SHEET NUMBER CE-101 6 c N 0 N v Q 0 `o T N E Y O T ° 0 0 r 3 v n 0 0 0 N N Q v 0 `o T v Y T d c 0 0 a ° 0 v c ° 0 O ° N `o ° 3 3 D ° 5 T] 3 C = E i ° ° I $ J C 0 � v ° c 0 d n 0 J E � C ° n o C v D � c -o 6 N T ° V ° F Y a o N o ° 3 I =� L � u � s 3 ° o0 0 I � b n ° N �o a n J � v y a v Y s 0 E T c y o � v ii cm y � w y u � v ° p C E v m U ` 0 � N c n c ° n ° Q i y r C � C J N v 0 a o O � J � ° o ° Y c 0 n a v m° c N O L ° n ° 5 c v y � 3 v n s .v 0 0 J .. E ° O L Z ~ i' 0 N N I _ aL O) 06 m `n0, "L7NL w=N�a W Q)9aNvi �a �' OO�rn I I U� �I W qqII �m0]"`t Q U �Q�C7(7 �> 0_d �. oo I� M NMr) O) m 0 ci WASH RACK DOWNSTREAM SEDIMENT SETTLE AREA \� SEE ALBEMARLE COUNTY I C PAVED WASH RACK / DETAIL ON SHEET CE-501 EXISTING SIDEWALK AND CURBING TO BE REPLACED I EXISTING WATER METER TO RE��MMy IN' aY'(5 A56� II I 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 I kg� '55 p I FV / / I � SF ' �S G N k�bNv i 1p SF \ / a in / G niP ' t/��5 p /\ co i It p IP Fri v \ 99A irk \ DC f✓e' �<nTS o\Fx�X�/'�� _- 450 Ts / 4 _ Cz452FO TS Fop �- 101B =Ilp — 1 454 — 11DD DC 0) � \ N co a a I \\ i I \ CONTRACTOR TO ENSURE POSITIVE DRAINAGE TO THE SEDIMENT TRAP- -7© DC \ / PROPOSED LOCATION OF SOLID / NON -HAZARDOUS ern-rssc,•,.gi WASTE DUMPSTER TO -MESS SS —�• / / / W PROPOSED LOCATION FOR CONCRETE WASHOUT (CONTRACTOR TO PROVIDE IMPERMEABLE BARRIER/LINED PIT THAT PREVENTS RUNOFF) PROPOSED LOCATION FOR ON -SITE FUEL STORAGE (CONTRACTOR TO PROVIDE IMPERMEABLE BARRIER CONTAINMENT, EXTERNAL TO STORAGE) PROPOSED LOCATION FOR SOLVENT PAINT STORAGE (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 101A \ PROPOSED STAGING AND PARKING AREA I I A`L"S pC / n 9 / / 97 T (VA) CHARLOTTESVILLE-1165 PEPSI PLACE, LLC D.B. 4722 PG. 213 D.B. 2359 PG. 589 (PLAT) PARCEL ID: 061WO-02-00— 02BO ZONED: C-1 COMMERCIAL PARCEL USE: CONVALESCENT HOSPITAL PROPOSED UNDERGROUNDS DETENTION SYSTEM4 5 a DID \ \ \\ ---456 \455_4 ST 450 450 451 --452'453--- _454455456 TS 457 ��— 458--/ / �H-IIII PROPOSED STOCKPILE — -459' 11 1 1 1 AREA SEDIMENT TRAP, SEE SHEET CE-101 AND CE-501 i�� I1111I1 � I / x 1 1 11�1 Is I I I I I I I \\ DC I1`\\1\11I � TS I �\\ IIII Ilr �n111I1 11 1 DC \ \ SEDIMENT BOUNDARY x 111 11111 IIIII I DRAINAGE AREA I lllllllllllll f -D LC CATION OF h� 111 IMII I1\\I if Y FACILITIES !(-459 \ \ SF � � � \\X�\111I111 I11111 _ 4458-\ \��1111111�11111�11m1111 — \ FENCE MEANDERS �e ALONG P/L 40' GAS LINE EASEMENT I 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'rWO-02-00-0( MODIFICATION IS NEEDED IN THE FIELD) ZONED: C-1 CIWMERCIAL PARCEL USE: VACANT C ERCIE I 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 SILT FENCE SF X — X — X 1050 LF 3.07 INLET PROTECTION IP ® 4 EA. 3.08 CULVERT INLET PROTECT ON CIP ® 1 EA. 3.09 DIVERSION DIKE DD 300 LF 3.13 SEDIMENT TRAP ST ST 1 EA. TEMPORARY SEEDING 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 2.62 AC. SEDIMENT TRAP DRAINAGE BOUNDARY >• >• >• >• 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 1008 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' IIIIIII -IZI 0 M N M N L C)Q Z > 0 W Z n0 H C) Ou OE N CO C)n. ro a Z C�O h O ZN QW c0 = Z�ow } IYZ o cn ' J :5 _~ W Y Z O Y co N J o� r N L0 N RYA PERKINIS LiC. No. 046565 12/OZ/20Z2 U N N 3: 0 O N 0� w 0 W Ln O H (n a } > m oN C)o m � a� W Z ZCD y Y N ¢ N ¢ w (Un O O U 0 01/ �I,u Z I N ol. N W W I'z W O0 V W J Q LLJ m J SHEET NUMBER 0 d CE 102 c N v 0 0 Q c `o T E Y O T a ° ° L_ 3 a 0 L N v 0 N ° a 0 E ° T v Y T d 0 O 0 0 3 c D ° z Q O J o 1 N J `o n L w ° v r n 3 Q o V r U 3 � C J v to � 0 � o v � L y� � L O y C 0 Q o L n 0 � a E C c o ° a `o V v v 3 r 0 I m 0 a H ° � n D N O 0 3 O C N L U I 3 b n o h h .. v > u J � I o :J Y 0 0 FL Y � n F 'u v n a 0 T y c N 0 Ev m U N J n z ° C J W 1 E J .D n C w ° n ° Q i y r C � C J N v 0 a oN O � J � v o ° Y c ° n a v m ° 0 N O L U n v 5 c v y � 3 v L .v 0 0 J .. E U O L Z ~ 3 I 00 N N N as Ia _ D O7 06 m \ C� W=04 a [ti I— 22 f� �9 0vi OOWrn l I NM tiJO] L Q m >�aa 0 0 06 O 3 3 � G G O _ G`i, 3 CONTRACTOR TO REPLACE RIPRAP AND PERMANENT SEED OR / BLANKET MATT DISTURBED / G / SLOPES WHERE APPLICABLE 97 98 SF / gEETE o441 — IP p / ,�, 441 - 1 / CA 1 SET (VA) CHARLOTTESVILLE-1165 PEPSI PLACE, LLC SF I` I co D.B. 4722 PG. 213 0 11 d< 11 1I D.B. 2359 PG. 589 (PLAT) G / F ist al11 In I �O PARCEL ID: 061WO-02-00-002BO °M� I1 Id� I m� O� ZONED: C-1 COMMERCIAL — (s1 Z�uP� SS / j/ I R�aM�lll 11 I I a� I N `�?N 950 PARCEL USE: CONVALESCENT HOSPITAL — — — S i �4Y�'h0�� r-s�? M,�10 � / / / / / 10, RMD PROPERTIES, LLC p D.B. 2217 PG. 191 D.B. 407 PG. 55 (PLAT) PARCEL ID: 061 WO-0—OA-00200 ZONED: C-1 COMMERCIAL PARCEL USE: MARKET BE 40' GAS LINE EASEMENT D.B. 290 PG. 434 D.B. 421 PG. 500 D.B. 1683 PG. 337 I)�APROPOSED STOCKPILE \ AREA Illpl,�� Illld� I d ,II IIII �I I 1 1 NI 1 III�III 1 1 111 12)1111 111 \ 1 IIII I \ \\1<I\III \ ,11 �111 1 11 \� 1111I 11 1\1�1111 Ilr 111�1111IIIIr 111 IIII IIII I1�IIIIIIIIIIIr IIIIIIII\1\�\\\111111 N\ \\\\ \\111 IIII SF 1�\\\\11111111111 �\\ \ \III 11 11j1i 11 \�1�111� I1� lili 11111111 � 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 1 EA. 3.05 F SILT FENCE SF X — X X 1125 LF 3.07 F INLET PROTECTION IP ® 12 EA. 3.32 PERMANENT SEEDING PS PS _ t1.0 AC. 3.36 F BLANKET MATT NG BM 920 SY 3.38 TREE PROTECTION TP TP TP 450 LF 3.39 DUST CONTROL IS DC 2.62 AC. JA—ZA IMITED PARTNERSHIP D. 1134 PG. 536 D.B. 77qPG. 401 (PLAT) PARCEL ID: 06'rWO-02-00-00200 ZONED: C-1 CQMMERCIAL PARCEL USE: VACANT C ERCIAL LAI I \ I LIMITS OF DISTURBANCE — — 2.62 AC. GRAPHIC SCALE IN FEET 0 15 30 60 V. = 30' V)i} m w Of z w w a o- H z w 0 w U In w 0 M N M N LzQ Z > 0 �o W z H O a o U= o�co N a z C�0 h O ZN QW CO = Z~ 0 W ILZ o cn cc J :5 _~ W Y z O n N J o r N On Lo 0 0 N i RYA PERKINS LiC. No. 046565 12/OZ/20Z2 z d :E d U N N 3: 0 O N 0� w0 W cn O co F cn a > > m oN C) o m � a� w Z zCD w Y 1 N ¢ v ¢ w (Un O O U Z I� 0 N Z I 1 IL.0 N m W Z w Lli O ry o (! V W J D' Q LLJ m J Q SHEET NUMBER CE-103 6 C v 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. o PROPOSED IMPROVEMENTS INCLUDE A NEW 6,049 SQUARE -FOOT BUILDING, FUEL CANOPY, UNDERGROUND FUEL TANKS, ASSOCIATED DRIVE AISLES, PARKING AREAS, CURBING, WATER AND SEWER SYSTEMS, AND STORM E o DRAINAGE SYSTEMS. SITE WORK INCLUDES DEMOLITION OF PORTIONS OF THE EXISTING BUILDIONG, PORTIONS OF THE EXISTING DRAINAGE NETWORK, CLEARING AND GRADING, UTILITY INSTALLATIONS, PAVING, AND LANDSCAPING. E 4 ACCESS WILL BE PROVIDED FROM A PROPOSED ENTRANCE FROM SEMINOLE TRAIL AND ANOTHER PROPOSED ° ENTRANCE FROM GREENBRIER DRIVE. EXISTING SITE CONDITIONS ° 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 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 a 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 t BY INLETS ALONG THE ROAD. o c ADJACENT AREAS v 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 I 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. s SOILS Y ACCORDING TO THE NATURAL RESOURCE CONSERVATION SERVICE MAP THE SOILS ON SITE ARE CLASSIFIED AS: MAP UNIT: 500-MANOR LOAM, 15 TO 25 PERCENT SLOPES o DESCRIPTION CATEGORY: GENSOIL 'o MANOR: 85 PERCENT D THE MANOR COMPONENT MAKES UP 85 PERCENT OF THE MAP UNIT. SLOPES ARE 15 TO 25 a ° PERCENT. THIS COMPONENT IS ON INTERFLUVES, PIEDMONT UPLANDS. THE PARENT MATERIAL y CONSISTS OF RESIDUUM WEATHERED FROM QUARTZ MICA SCHIST. DEPTH TO A ROOT RESTRICTIVE o LAYER IS GREATER THAN 60 INCHES. THE NATURAL DRAINAGE CLASS IS WELL DRAINED. WATER o MOVEMENT IN THE MOST RESTRICTIVE LAYER IS MODERATELY HIGH. AVAILABLE WATER TO A n 'o DEPTH OF 60 INCHES (OR RESTRICTED DEPTH) IS HIGH. SHRINK -SWELL POTENTIAL IS LOW. THIS SOIL IS NOT FLOODED. IT IS NOT PONDED. THERE IS NO ZONE OF WATER SATURATION WITHIN A o DEPTH OF 72 INCHES. ORGANIC MATTER CONTENT IN THE SURFACE HORIZON IS ABOUT 2 z y PERCENT. NONIRRIGATED LAND CAPABILITY CLASSIFICATION IS 4E. THIS SOIL DOES NOT MEET o HYDRIC CRITERIA. n MAP UNIT: 91-URBAN LAND 3 DESCRIPTION CATEGORY: GENSOIL URBAN LAND: 85 PERCENT n 0 GENERATED BRIEF SOIL DESCRIPTIONS ARE CREATED FOR MAJOR SOIL COMPONENTS. THE URBAN 3 LAND IS A MISCELLANEOUS AREA. i FOR MORE DETAILED SOILS INFORMATION, SEE THE FINAL ECS GEOTECHNICAL REPORT. N E o CRITICAL AREAS a LOCATIONS OF "STEEPS SLOPES -MANAGED" AS IDENTIFIED ON ALBEMARLE COUNTY GIS HAVE BEEN INCLUDED ON SHEET CV-101. Q o PERMANENT STABILIZATION v ° o PERMANENT STABILIZATION SHALL BE PROVIDED BY THE SITE CONTRACTOR AND WILL BE ACHIEVED WITH n SEEDING OR SODDING AS SHOWN ON THE LANDSCAPING PLAN SHEET FOR ALL VEGETATED AREAS. CONCRETE, ° PAVEMENT, AND OTHER IMPERVIOUS SURFACES WILL STABILIZE THE REMAINDER OF THE SITE. a ° SOIL STOCKPILE NOTE o a NO SOIL STOCKPILES ARE ANTICIPATED FOR THIS PROJECT. HOWEVER, IF ONE IS NEEDED, AN AREA IS DESIGNATED ON SHEETS CE-101 AND CE-102. V ° `0 3 v EROSION CONTROL MEASURES oTHE FOLLOWING EROSION CONTROL MEASURES AS SHOWN ON THE EROSION CONTROL PLAN SHEET(S) OF THE SITE PLAN WILL BE USED FOR THIS PROJECT: ° 3.02 TEMPORARY STONE CONSTRUCTION ENTRANCE - A STABILIZED STONE PAD WITH A FILTER FABRIC a UNDERLINER WILL BE PROVIDED AT THE PRIMARY CONSTRUCTION ACCESS POINT. THE PURPOSE OF THIS o a PRACTICE IS TO REDUCE THE AMOUNT OF MUD TRANSPORTED ONTO PAVED PUBLIC ROADS BY MOTOR c 0VEHICLES 0 OR RUNOFF. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING a 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 b CLEANOUT OF ANY STRUCTURES USED TO TRAP SEDIMENT. ALL MATERIALS SPILLED, DROPPED, WASHED, OR n TRACKED FROM VEHICLES ONTO ROADWAYS OR INTO STORM DRAINS MUST BE REMOVED IMMEDIATELY. THE USE OF WATER TRUCKS TO REMOVE MATERIALS DROPPED, WASHED, OR TRACKED ONTO ROADWAYS WILL NOT BE o 2 PERMITTED UNDER ANY CIRCUMSTANCES. i > - 3.05 SILT FENCE - A TEMPORARY SEDIMENT BARRIER CONSISTING OF A SYNTHETIC FILTER FABRIC STRETCHED ACROSS AND ATTACHED TO SUPPORTING POSTS AND ENTRENCHED WILL BE PROVIDED AROUND MUCH OF THE ° SITE PERIMETER AND PARALLEL TO SLOPED AREAS. THE PURPOSE OF THIS PRACTICE IS TO INTERCEPT AND Y o DETAIN SMALL AMOUNTS OF SEDIMENT FROM DISTURBED AREAS DURING CONSTRUCTION OPERATIONS IN ORDER Y v TO PREVENT SEDIMENT FROM LEAVING THE SITE. SILT FENCES SHALL BE INSPECTED IMMEDIATELY AFTER EACH 00 RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL. ANY REQUIRED REPAIRS SHALL BE MADE a IMMEDIATELY. CLOSE ATTENTION SHALL BE PAID TO THE REPAIR OF DAMAGED SILT FENCE RESULTING FROM E a END RUNS AND UNDERCUTTING. SHOULD THE FABRIC ON A SILT FENCE DECOMPOSE OR BECOME INEFFECTIVE n PRIOR TO THE END OF THE EXPECTED USABLE LIFE AND THE BARRIER STILL BE NECESSARY, THE FABRIC n SHALL BE REPLACED PROMPTLY. SEDIMENT DEPOSITS SHOULD BE REMOVED AFTER EACH STORM EVENT. THEY a 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 n � 5 TO CONFORM WITH THE EXISTING GRADE, PREPARED AND SEEDED. N o N 3.07 STORM DRAIN INLET PROTECTION - A SEDIMENT FILTER OR AN EXCAVATED IMPOUNDING AREA AROUND A _D v E STORM DRAIN DROP INLET OR CURB INLET WILL BE PROVIDED AT ALL INLET LOCATIONS WITHIN THE LIMITS OF ° DISTURBANCE. THE PURPOSE OF THIS PRACTICE IS TO PREVENT SEDIMENT FROM ENTERING STORM DRAINAGE ° SYSTEMS PRIOR TO PERMANENT STABILIZATION OF THE DISTURBED AREA. THE STRUCTURE SHALL BE INSPECTED AFTER EACH RAIN AND REPAIRS MADE AS NEEDED. SEDIMENT SHALL BE REMOVED AND THE TRAP RESTORED TO ITS ORIGINAL DIMENSIONS WHEN THE SEDIMENT HAS ACCUMULATED TO ONE HALF THE DESIGN E DEPTH OF THE TRAP. REMOVED SEDIMENT SHALL BE DEPOSITED IN A SUITABLE AREA AND IN SUCH A MANNER m THAT IT WILL NOT ERODE. STRUCTURES SHALL BE REMOVED AND THE AREA STABILIZED WHEN THE REMAINING .T DRAINAGE AREA HAS BEEN PROPERLY STABILIZED. U 3.08 CULVERT INLET PROTECTION - A SEDIMENT FILTER LOCATED AT THE INLET TO STORM SEWER CULVERTS THE PURPOSE OF THIS PRACTICE IS TO PREVENT SEDIMENT FROM ENTERING IN, ACCUMULATING IN AND BEING 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 Q THE PHASE OF A PROJECT WHERE ELEVATION AND DRAINAGE PATTERNS CHANGE, CAUSING ORIGINAL CONTROL E MEASURES TO BE INEFFECTIVE OR IN NEED OF REMOVAL. n s 3.09 TEMPORARY DIVERSION DIKE - AN EARTHEN BERM CONSTRUCTED ALONG A SLOPE TO DIVERT WATER INTO ° OR AWAY FROM SEDIMENT TREATMENT DEVICES. DIVERSION DIKES SERVE TO COLLECT SEDIMENT LADEN WATER z ° AND DIRECT IT TO APPROPRIATE SEDIMENT TRAPS OR BASINS, AS WELL AS TO PREVENT CLEAN OFFSITE o WATER FROM RUNNING OVER DISTURBED AREA AND BECOMING SEDIMENT LADEN. v 3.13 SEDIMENT TRAP - A TEMPORARY PONDING AREA FORMED BY CONSTRUCTING AN EARTHEN EMBANKMENT - r WITH A STONE OUTLET. THE PURPOSE IS TO DETAIN SEDIMENT -LADEN RUNOFF FROM SMALL DISTURBED AREAS ° LONG ENOUGH TO ALLOW THE MAJORITY OF THE SEDIMENT TO SETTLE OUT. n °y' ° J � 3.31 TEMPORARY SEEDING - THE ESTABLISHMENT OF A TEMPORARY VEGETATIVE COVER ON DISTURBED AREAS v BY SEEDING WITH APPROPRIATE RAPIDLY GROWING ANNUAL PLANTS WILL BE PROVIDED ON ALL DISTURBED a AREAS THAT WILL NOT BE BROUGHT TO FINAL GRADE WITHIN 14 DAYS. TEMPORARY SEEDING SHALL BE � " C APPLIED WITHIN SEVEN DAYS TO DENUDED AREAS THAT MAY NOT BE AT FINAL GRADE BUT WILL REMAIN .2' 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. 1� O 3.32 PERMANENT SEEDING - THE ESTABLISHMENT OF PERENNIAL VEGETATIVE COVER ON DISTURBED AREAS BY n a PLANTING SEED WILL BE PROVIDED AS SHOWN ON THE LANDSCAPING PLAN. PERMANENT SEEDING SHALL BE APPLIED TO DENUDED AREAS WITHIN SEVEN DAYS AFTER FINAL GRADE IS REACHED AS PER MS-1. THE a° `o PURPOSE OF THIS PRACTICE IS TO REDUCE EROSION AND DECREASE SEDIMENT YIELD FROM DISTURBED AREAS ° AND TO PERMANENTLY STABILIZE DISTURBED AREAS IN A MANNER THAT IS ECONOMICAL, ADAPTABLE TO SITE CONDITIONS, AND ALLOWS SELECTION OF THE MOST APPROPRIATE PLANT MATERIALS. y 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 MICROCLIMATE WHICH n PROTECTS YOUNG VEGETATION AND PROMOTES ITS ESTABLISHMENT. 0 0 3.38 TREE PROTECTION: PROTECTION OF DESIRABLE TREES FROM MECHANICAL AND OTHER INJURY DURING LAND DISTURBING AND CONSTRUCTION ACTIVITY. ENSURE THE SURVIVAL OF DESIRABLE TREES WHERE THEY ° T WILL BE EFFECTIVE FOR EROSION AND SEDIMENT CONTROL, WATERSHED PROTECTION, LANDSCAPE v BEAUTIFICATION, DUST AND POLLUTION CONTROL, NOISE REDUCTION, SHADE AND OTHER ENVIRONMENTAL 0 BENEFITS WHILE THE LAND IS BEING CONVERTED FROM FOREST TO URBAN -TYPE USES. 0 0 o r 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- florum) & 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 Technic # 4, 2003 Nutrient Management for Development Sites at http://www.dcr.state.va.us/sw/e&s.htm#pubs PERMANENT SEEDING REQUIREMENTS TABLE 3.32-D (Revised June 2003) PERMANENT SEEDING SPECIFICATIONS FOR PIEDMONT AREA SEED' LAND USE SPECIES APPLICATION PER ACRE Tall Fescue' 95-100% 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 lbs. Tall Fescue' 128 lbs. General Slope (3:1 or less) Red Top Grass or Creeping Red Fescue Seasonal Nurse Crop2 2 Ibs. 20 Ibs. TOTAL: 150 lbs. Tall Fescue' 108 lbs. Low -Maintenance Slope Red Top Grass or Creeping Red Fescue Seasonal Nurse Crop2 Crownvetch3 2 Ibs. 20 Ibs. 20 Ibs. (Steeper than 3: 1) 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/htmi/Turf/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 & LI Apply 10-20-10 fertilizer at a rate of 500 Ibs. / acre (or 12 Ibs. / 1,000 sq. ft.) Apply Pulverized Agricultural Limestone at a rate of 2 tons/acre (or 90 Ibs. / 1,000 sq. ft.) - A soil test is necessary to determine the actual amount of lime required to adjust the soil pH of site. - Incorporate the lime and fertilizer into the to 4 - 6 inches of the soil b disking or other means. P P Y 9 Y - When applying Slowly Available Nitrogen, use rates available in Erosion & Sediment Control Technical # 4, 2003 Nutrient Management for Development Sites at http://www.dcr.state.va.us/sw/e&s.htm#pubs SEDIMENT TRAPS Wet Storage Dry Storage t E E m a� �� J o O +� Q) o O] +, � O] m o� M 3 .� c c a 0 O C1 O N -O E.� O N "O E-a O N -O E.�r O N "O E0� .� - a) a> o o �-0 cx OL 0 77 D'> , >> 77 �'> 0> Q� O O mw O O 03 OJ E-. o � 50 B oo 0 00 B oo� 0 aw 0- Q nth �o_� w �Of �0_� w H 0 p0 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' * `TOE OF FILL *DISTANCE IS 6' SILT FENCE MINIMUM IF FLOW IS TOWARD EMBANKMENT OPTIONAL STONE COMBINATION** 1 1.0' 1 1.5' 1 O FLU NA� N O O 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 1.0' VARIABLE* M 0 m a Q > EXISTING GROUND ELEVATION It **COARSE AGGREGATE SHALL BE VDOT #3, #357, OR #5 EXISTING DRY STORAGE GROUND ELEVATION WET STORAGE CLASS I RIP RAP FILTER FABRIC COARSE AGGREGATE** HEIGHT OF EMBANKMENT (FEET)_ OUTLET (PERSPECTIVE VIEW) LENGTH W 6 X DRAINAGE! AREA (IN '7 AC,) CEXCAVATE H // MAX. H D AREA DEPTH:4' Ho W i COARSE AGGREGATE** VjYVj\ / / N 1.5 2.0 0.5 2.0 1.0 2.0 / ( ( ( FILT 1-11 2.5 1.5 2.5 ABRIC f 3.0 3.5 2.0 2.5 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 ASPHALT TOP / COURSE �-5" M;N. 21ASI -AGGREGATE BAS �ohr'' STONE /G' MINA. CONSTRUCTION "--- A ASPHA qLTS"PAVED CHESS �- WASHRACK o 2i 2' M N.'�.I t�-POSIT.Vr DRAINAGI "MUST EXTEND FULL-MfIDTH `--Q TO SEDIMENT OF INGRESS INGRESS AND- EGRESS ! - TRAPPING D. V OPERATION CLOTH PLAN 12' Vlv. SECTION A -A 2% EXISTING PAVEMENT EXISTING I PAVEMENT) ITIVEI DRAINAGE SEDIMENT.'_._ °PING !DEVICE. A mtitimam water tap of 1 itch mmtst be installed with a tmitwum 1 itch ballcock slnttoff valve supphing a wash hose with a (fiameter of 1.5 iuhes for adequate constant presstue. `rash water must be carried away from the entrance to an approved settling area to remove sedittemt. All sedfituemt shall be prevented front entering stoma draits, (fitches or watercourses. PAVED WASH RACK NO SCA_E COMPACTED SOIL FLOW SIDE SLOPES MUST BE 1.5:1 OR FLATTER TEMPORARY OR PERMANENT SEEDING AND MULCH MUST BE APPLIED IMMEDIATELY UPON CONSTRUCTION TEMPORARY DIVERSION DIKE CORRECT METHODS OF TREE FENCING TRIANGULAR BOARD FENCE TREE PROTECTION CORRECT TRUNK ARMORING SOURCE: VIRGINIA EROSION AND SEDIMENT > w w c� z cn Q d to z a o z (n > w 01 w 0 cn In w 0 M N M N L, a z> O � W Z ~o U= ou o�Co N Cl) Cn a z 0o 0 ZN 0 = aw-t} z~ow 0 J o vn :5 = W Y rwz�ww o >V YN N J N� or N N M 0 N Ile RYA PERKINS LIC. Na. 046565 IZ/OZ/2022 v O N N o w w w w w w O w � � Ln < \ w m > m a-N 0 Q Q m 0 S U Z Y N a U� a U w U cn w o (r o = U ILA VJ W (n J O n rUw v! 06 W QI > 0 Z 111 N W W z O W z 0 O U V w w Q w m J Q SHEET NUMBER C E-501 U C N N 0 0 0 a 0 0 I T Y 0 T a ° 0 ° 3 0 0 a ° `o T E 0 0 a ° ° 3 0 v o N `o z J o n v .3 v .. o n I w 3 N C m E o L ° C �O o v L_ C Q o J v ° W o L n L c N n L 0 a E o m C N ° 0 ° ° I � B E a ° a n 3 O N C O � 3 I s 'o U n L h 3 `o > I Y � ° v Y 0 ° a E n h a h � L Lo Nw v T N° ° n E ° U a; n ° Q O L, � v �s n N y� C z ° ° J ° n w E N r 0 � C J v 0 a o c O c J � y ° o ° Y � ° n a v ° 0 N O ° n ° s � 5 � 3 �L .v 0 0 J .. E ° O L Z ~ -CURB INLET WIRE SCREEN a RUNOFF WATER WITH SEDIMENT OVERFLOW��_ FILTERED WATER SEDIMENT WIRE SCREEN CURB INLET 2"X4" WOOD STUD SPECIAL APPLICATION: THIS METHOD OF INLET PROTECTION IS APPLICABLE AT CURB INLETS WHERE AN OVERFLOW CAPABILITY IS NECESSARY TO PREVENT EXCESSIVE PONDING IN FRONT OF THE STRUCTURE. *GRAVEL SHALL BE VDOT #3, #357, OR #5 COARSE AGGREGATE BLOCK AND GRAVEL CURB INLET SEDIMENT FILTER WIRE SCREEN RUNOFF WATER WITH SEDIMENT SEDIMENTS ."I CONCRETE BLOCK DROP INLET WITH GATE SPECIAL APPLICATION: THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE HEAVY FLOWS ARE EXPECTED WHERE AN OVERFLOW CAPACITY IS NECESSARY TO PREVENT EXCE PONDING AROUND THE STRUCTURE. *GRAVEL SHALL BE VDOT #3, #357, OR #5 COARSE AGGREGATE BLOCK AND GRAVEL DROP INLET SEDIMENT FILTER SOIL STABILIZATION MATS SHOULD BE INSTALLED VERTICALLY DOWNSLOPE FOR BEST RESULTS. 1117 7.4E 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 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) OE 5 ��F R, TREATMENT-2 'Np �p0 BOTTOM OF FILL SLOPE BOTTOM OF CUT SLOPE SOIL STABILIZATION MATTING 4' OR SHOULDER BREAK POINT TOP OF CUT SLOPE MS-19 MINIMUM STANDARDS MS-1 PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO DENUDED AREAS WITHIN SEVEN DAYS AFTER FINAL GRADE IS REACHED ON ANY PORTION OF THE SITE. TEMPORARY SOIL STABILIZATION SHALL BE APPLIED WITHIN SEVEN DAYS TO DENUDED AREAS THAT MAY NOT BE AT FINAL GRADE BUT WILL REMAIN DORMANT FOR LONGER THAN 14 DAYS. PERMANENT STABILIZATION SHALL BE APPLIED TO AREAS THAT ARE TO BE LEFT DORMANT FOR MORE THAN ONE YEAR. MS-2 DURING CONSTRUCTION OF THE PROJECT, SOIL STOCK PILES AND BORROW AREAS SHALL BE STABILIZED OR PROTECTED WITH SEDIMENT TRAPPING MEASURES. THE APPLICANT IS RESPONSIBLE FOR THE TEMPORARY PROTECTION AND PERMANENT STABILIZATION OF ALL SOIL STOCKPILES ON SITE AS WELL AS BORROW AREAS AND SOIL INTENTIONALLY TRANSPORTED FROM THE PROJECT SITE. MS-3 A PERMANENT VEGETATIVE COVER SHALL BE ESTABLISHED ON DENUDED AREAS NOT OTHERWISE PERMANENTLY STABILIZED. PERMANENT VEGETATION SHALL NOT BE CONSIDERED ESTABLISHED UNTIL A GROUND COVER IS ACHIEVED THAT IS UNIFORM, MATURE ENOUGH TO SURVIVE AND WILL INHIBIT EROSION. MS-4 SEDIMENT BASINS AND TRAPS, PERIMETER DIKES, SEDIMENT BARRIERS AND OTHER MEASURES INTENDED TO TRAP SEDIMENT SHALL BE CONSTRUCTED AS A FIRST STEP IN ANY LAND —DISTURBING ACTIVITY AND SHALL BE MADE FUNCTIONAL BEFORE UPSLOPE LAND DISTURBANCE TAKES PLACE. MS-5 STABILIZATION MEASURES SHALL BE APPLIED TO EARTHEN STRUCTURES SUCH AS DAMS, DIKES AND DIVERSIONS IMMEDIATELY AFTER INSTALLATION. MS-6 SEDIMENT TRAPS AND SEDIMENT BASINS SHALL BE DESIGNED AND CONSTRUCTED BASED UPON THE TOTAL DRAINAGE AREA TO BE SERVED BY THE TRAP OR BASIN. MS-7 CUT AND FILL SLOPES SHALL BE DESIGNED AND CONSTRUCTED IN A MANNER THAT WILL MINIMIZE EROSION. SLOPES THAT ARE FOUND TO BE ERODING EXCESSIVELY WITHIN ONE YEAR OF PERMANENT STABILIZATION SHALL BE PROVIDED WITH ADDITIONAL SLOPE STABILIZING MEASURES UNTIL THE PROBLEM IS CORRECTED. MS-8 CONCENTRATED RUNOFF SHALL NOT FLOW DOWN CUT OR FILL SLOPES UNLESS CONTAINED WITHIN AN ADEQUATE TEMPORARY OR PERMANENT CHANNEL, FLUME OR SLOPE DRAIN STRUCTURE. MS-9 WHENEVER WATER SEEPS FROM A SLOPE FACE, ADEQUATE DRAINAGE OR OTHER PROTECTION SHALL BE PROVIDED. MS-10 ALL STORM SEWER INLETS THAT ARE MADE OPERABLE DURING CONSTRUCTION SHALL BE PROTECTED SO THAT SEDIMENT —LADEN WATER CANNOT ENTER THE CONVEYANCE SYSTEM WITHOUT FIRST BEING FILTERED OR OTHERWISE TREATED TO REMOVE SEDIMENT. MS-11 BEFORE NEWLY CONSTRUCTED STORMWATER CONVEYANCE CHANNELS OR PIPES ARE MADE OPERATIONAL, ADEQUATE OUTLET PROTECTION AND ANY REQUIRED TEMPORARY OR PERMANENT CHANNEL LINING SHALL BE INSTALLED IN BOTH THE CONVEYANCE CHANNEL AND RECEIVING CHANNEL. MS-12 WHEN WORK IN A LIVE WATERCOURSE IS PERFORMED, PRECAUTIONS SHALL BE TAKEN TO MINIMIZE ENCROACHMENT, CONTROL SEDIMENT TRANSPORT AND STABILIZE THE WORK AREA TO THE GREATEST EXTENT POSSIBLE DURING CONSTRUCTION. NONERODIBLE MATERIAL SHALL BE USED FOR THE CONSTRUCTION OF CAUSEWAYS AND COFFERDAMS. EARTHEN FILL MAY BE USED FOR THESE STRUCTURES IF ARMORED BY NONERODIBLE COVER MATERIALS. MS-13 WHEN A LIVE WATERCOURSE MUST BE CROSSED BY CONSTRUCTION VEHICLES MORE THAN TWICE IN ANY SIX—MONTH PERIOD, A TEMPORARY VEHICULAR STREAM CROSSING CONSTRUCTED OF NONERODIBLE MATERIAL SHALL BE PROVIDED. MS-14 ALL APPLICABLE FEDERAL, STATE AND LOCAL REQUIREMENTS PERTAINING TO WORKING IN OR CROSSING LIVE WATERCOURSES SHALL BE MET. MS-15 THE BED AND BANKS OF A WATERCOURSE SHALL BE STABILIZED IMMEDIATELY AFTER WORK IN THE WATERCOURSE IS COMPLETED. MS-16 UNDERGROUND UTILITY LINES SHALL BE INSTALLED IN ACCORDANCE WITH THE FOLLOWING STANDARDS IN ADDITION TO OTHER APPLICABLE CRITERIA: A. NO MORE THAN 500 LINEAR FEET OF TRENCH MAY BE OPENED AT ONE TIME. B. EXCAVATED MATERIAL SHALL BE PLACED ON THE UPHILL SIDE OF TRENCHES. C. EFFLUENT FROM DEWATERING OPERATIONS SHALL BE FILTERED OR PASSED THROUGH AN APPROVED SEDIMENT TRAPPING DEVICE, OR BOTH, AND DISCHARGED IN A MANNER THAT DOES NOT ADVERSELY AFFECT FLOWING STREAMS OR OFF —SITE PROPERTY. D. MATERIAL USED FOR BACKFILLING TRENCHES SHALL BE PROPERLY COMPACTED IN ORDER TO MINIMIZE EROSION AND PROMOTE STABILIZATION. E. RESTABILIZATION SHALL BE ACCOMPLISHED IN ACCORDANCE WITH THIS CHAPTER. F. APPLICABLE SAFETY REQUIREMENTS SHALL BE COMPLIED WITH. MS-17 WHERE CONSTRUCTION VEHICLE ACCESS ROUTES INTERSECT PAVED OR PUBLIC ROADS, PROVISIONS SHALL BE MADE TO MINIMIZE THE TRANSPORT OF SEDIMENT BY VEHICULAR TRACKING ONTO THE PAVED SURFACE. WHERE SEDIMENT IS TRANSPORTED ONTO A PAVED OR PUBLIC ROAD SURFACE, THE ROAD SURFACE SHALL BE CLEANED THOROUGHLY AT THE END OF EACH DAY. SEDIMENT SHALL BE REMOVED FROM THE ROADS BY SHOVELING OR SWEEPING AND TRANSPORTED TO A SEDIMENT CONTROL DISPOSAL AREA. STREET WASHING SHALL BE ALLOWED ONLY AFTER SEDIMENT IS REMOVED IN THIS MANNER. THIS PROVISION SHALL APPLY TO INDIVIDUAL DEVELOPMENT LOTS AS WELL AS TO LARGER LAND —DISTURBING ACTIVITIES. MS-18 ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS AFTER FINAL SITE STABILIZATION OR AFTER THE TEMPORARY MEASURES ARE NO LONGER NEEDED, UNLESS OTHERWISE AUTHORIZED BY THE VESCP AUTHORITY. TRAPPED SEDIMENT AND THE DISTURBED SOIL AREAS RESULTING FROM THE DISPOSITION OF TEMPORARY MEASURES SHALL BE PERMANENTLY STABILIZED TO PREVENT FURTHER EROSION AND SEDIMENTATION. MS-19 PROPERTIES AND WATERWAYS DOWNSTREAM FROM DEVELOPMENT SITES SHALL BE PROTECTED FROM SEDIMENT DEPOSITION, EROSION AND DAMAGE DUE TO INCREASES IN VOLUME, VELOCITY AND PEAK FLOW RATE OF STORMWATER RUNOFF FOR THE STATED FREQUENCY STORM OF 24—HOUR DURATION IN ACCORDANCE WITH THE FOLLOWING STANDARDS AND CRITERIA. STREAM RESTORATION AND RELOCATION PROJECTS THAT INCORPORATE NATURAL CHANNEL DESIGN CONCEPTS ARE NOT MAN—MADE CHANNELS AND SHALL BE EXEMPT FROM ANY FLOW RATE CAPACITY AND VELOCITY REQUIREMENTS FOR NATURAL OR MAN—MADE CHANNELS: A. CONCENTRATED STORMWATER RUNOFF LEAVING A DEVELOPMENT SITE SHALL BE DISCHARGED DIRECTLY INTO AN ADEQUATE NATURAL OR MAN—MADE RECEIVING CHANNEL, PIPE OR STORM SEWER SYSTEM. FOR THOSE SITES WHERE RUNOFF IS DISCHARGED INTO A PIPE OR PIPE SYSTEM, DOWNSTREAM STABILITY ANALYSES AT THE OUTFALL OF THE PIPE OR PIPE SYSTEM SHALL BE PERFORMED. B. ADEQUACY OF ALL CHANNELS AND PIPES SHALL BE VERIFIED IN THE FOLLOWING MANNER: (1) THE APPLICANT SHALL DEMONSTRATE THAT THE TOTAL DRAINAGE AREA TO THE POINT OF ANALYSIS WITHIN THE CHANNEL IS ONE HUNDRED TIMES GREATER THAN THE CONTRIBUTING DRAINAGE AREA OF THE PROJECT IN QUESTION; OR (2)(A) NATURAL CHANNELS SHALL BE ANALYZED BY THE USE OF A TWO—YEAR STORM TO VERIFY THAT STORMWATER WILL NOT OVERTOP CHANNEL BANKS NOR CAUSE EROSION OF CHANNEL BED OR BANKS. (B) ALL PREVIOUSLY CONSTRUCTED MAN—MADE CHANNELS SHALL BE ANALYZED BY THE USE OF A TEN—YEAR STORM TO VERIFY THAT STORMWATER WILL NOT OVERTOP ITS BANKS AND BY THE USE OF A TWO—YEAR STORM TO DEMONSTRATE THAT STORMWATER WILL NOT CAUSE EROSION OF CHANNEL BED OR BANKS; AND (C) PIPES AND STORM SEWER SYSTEMS SHALL BE ANALYZED BY THE USE OF A TEN—YEAR STORM TO VERIFY THAT STORMWATER WILL BE CONTAINED WITHIN THE PIPE OR SYSTEM. C. IF EXISTING NATURAL RECEIVING CHANNELS OR PREVIOUSLY CONSTRUCTED MAN—MADE CHANNELS OR PIPES ARE NOT ADEQUATE, THE APPLICANT SHALL: (1) IMPROVE THE CHANNELS TO A CONDITION WHERE A TEN—YEAR STORM WILL NOT OVERTOP THE BANKS AND A TWO—YEAR STORM WILL NOT CAUSE EROSION TO CHANNEL THE BED OR BANKS; OR (2) IMPROVE THE PIPE OR PIPE SYSTEM TO A CONDITION WHERE THE TEN—YEAR STORM IS CONTAINED WITHIN THE APPURTENANCES; (3) DEVELOP A SITE DESIGN THAT WILL NOT CAUSE THE PRE —DEVELOPMENT PEAK RUNOFF RATE FROM A TWO—YEAR STORM TO INCREASE WHEN RUNOFF OUTFALLS INTO A NATURAL CHANNEL OR WILL NOT CAUSE THE PREDEVELOPMENT PEAK RUNOFF RATE FROM A TEN—YEAR STORM TO INCREASE WHEN RUNOFF OUTFALLS INTO A MANMADE CHANNEL; OR (4) PROVIDE A COMBINATION OF CHANNEL IMPROVEMENT, STORMWATER DETENTION OR OTHER MEASURES WHICH IS SATISFACTORY TO THE VESCP AUTHORITY TO PREVENT DOWNSTREAM EROSION. D. THE APPLICANT SHALL PROVIDE EVIDENCE OF PERMISSION TO MAKE THE IMPROVEMENTS. E. ALL HYDROLOGIC ANALYSES SHALL BE BASED ON THE EXISTING WATERSHED CHARACTERISTICS AND THE ULTIMATE DEVELOPMENT CONDITION OF THE SUBJECT PROJECT. MS-19 MINIMUM STANDARDS (CONT F. IF THE APPLICANT CHOOSES AN OPTION THAT INCLUDES STORMWATER DETENTION, HE SHALL OBTAIN APPROVAL FROM THE VESCP OF A PLAN FOR MAINTENANCE OF THE DETENTION FACILITIES. THE PLAN SHALL SET FORTH THE MAINTENANCE REQUIREMENTS OF THE FACILITY AND THE PERSON RESPONSIBLE FOR PERFORMING THE MAINTENANCE. G. OUTFALL FROM A DETENTION FACILITY SHALL BE DISCHARGED TO A RECEIVING CHANNEL, AND ENERGY DISSIPATORS SHALL BE PLACED AT THE OUTFALL OF ALL DETENTION FACILITIES AS NECESSARY TO PROVIDE A STABILIZED TRANSITION FROM THE FACILITY TO THE RECEIVING CHANNEL. H. ALL ON —SITE CHANNELS MUST BE VERIFIED TO BE ADEQUATE. I. INCREASED VOLUMES OF SHEET FLOWS THAT MAY CAUSE EROSION OR SEDIMENTATION ON ADJACENT PROPERTY SHALL BE DIVERTED TO A STABLE OUTLET, ADEQUATE CHANNEL, PIPE OR PIPE SYSTEM, OR TO A DETENTION FACILITY. J. IN APPLYING THESE STORMWATER MANAGEMENT CRITERIA, INDIVIDUAL LOTS OR PARCELS IN A RESIDENTIAL, COMMERCIAL OR INDUSTRIAL DEVELOPMENT SHALL NOT BE CONSIDERED TO BE SEPARATE DEVELOPMENT PROJECTS. INSTEAD, THE DEVELOPMENT, AS A WHOLE, SHALL BE CONSIDERED TO BE A SINGLE DEVELOPMENT PROJECT. HYDROLOGIC PARAMETERS THAT REFLECT THE ULTIMATE DEVELOPMENT CONDITION SHALL BE USED IN ALL ENGINEERING CALCULATIONS. K. ALL MEASURES USED TO PROTECT PROPERTIES AND WATERWAYS SHALL BE EMPLOYED IN A MANNER WHICH MINIMIZES IMPACTS ON THE PHYSICAL, CHEMICAL AND BIOLOGICAL INTEGRITY OF RIVERS, STREAMS AND OTHER WATERS OF THE STATE. L. ANY PLAN APPROVED PRIOR TO JULY 1, 2014, THAT PROVIDES FOR STORMWATER MANAGEMENT THAT ADDRESSES ANY FLOW RATE CAPACITY AND VELOCITY REQUIREMENTS FOR NATURAL OR MAN—MADE CHANNELS SHALL SATISFY THE FLOW RATE CAPACITY AND VELOCITY REQUIREMENTS FOR NATURAL OR MAN—MADE CHANNELS IF THE PRACTICES ARE DESIGNED TO (1) DETAIN THE WATER QUALITY VOLUME AND TO RELEASE IT OVER 48 HOURS; (II) DETAIN AND RELEASE OVER A 24—HOUR PERIOD THE EXPECTED RAINFALL RESULTING FROM THE ONE YEAR, 24—HOUR STORM; AND (III) REDUCE THE ALLOWABLE PEAK FLOW RATE RESULTING FROM THE 1.5, 2, AND 10—YEAR, 24—HOUR STORMS TO A LEVEL THAT IS LESS THAN OR EQUAL TO THE PEAK FLOW RATE FROM THE SITE ASSUMING IT WAS IN A GOOD FORESTED CONDITION, ACHIEVED THROUGH MULTIPLICATION OF THE FORESTED PEAK FLOW RATE BY A REDUCTION FACTOR THAT IS EQUAL TO THE RUNOFF VOLUME FROM THE SITE WHEN IT WAS IN A GOOD FORESTED CONDITION DIVIDED BY THE RUNOFF VOLUME FROM THE SITE IN ITS PROPOSED CONDITION, AND SHALL BE EXEMPT FROM ANY FLOW RATE CAPACITY AND VELOCITY REQUIREMENTS FOR NATURAL OR MAN—MADE CHANNELS AS DEFINED IN ANY REGULATIONS PROMULGATED PURSUANT TO § 62.1-44.15:54 OR 62.1-44.15:65 OF THE ACT. M. FOR PLANS APPROVED ON AND AFTER JULY 1, 2014, THE FLOW RATE CAPACITY AND VELOCITY REQUIREMENTS OF § 62.1-44.15:52 A OF THE ACT AND THIS SUBSECTION SHALL BE SATISFIED BY COMPLIANCE WITH WATER QUANTITY REQUIREMENTS IN THE STORMWATER MANAGEMENT ACT 62.1-44.15:24 ET SE . OF THE CODE OF Q Q (§ Q VIRGINIA) AND ATTENDANT REGULATIONS, UNLESS SUCH LAND —DISTURBING ACTIVITIES ARE IN ACCORDANCE WITH 9VAC25-870-48 OF THE VIRGINIA STORMWATER MANAGEMENT PROGRAM (VSMP) PERMIT REGULATIONS. N. COMPLIANCE WITH THE WATER QUANTITY MINIMUM STANDARDS SET OUT IN 9VAC25-870-66 OF THE VIRGINIA STORMWATER MANAGEMENT PROGRAM (VSMP) PERMIT REGULATIONS SHALL BE DEEMED TO SATISFY THE REQUIREMENTS OF MINIMUM STANDARD 19. GENERAL EROSION AND SEDIMENT CONTROL NOTES: (FROM VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK) ES-1: UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULATIONS 9VAC25-840-40 EROSION AND SEDIMENT CONTROL REGULATIONS. ES-2: THE CHESTERFIELD COUNTY ENVIRONMENTAL ENGINEER MUST BE NOTIFIED ONE WEEK PRIOR TO THE PRE —CONSTRUCTION CONFERENCE, ONE WEEK PRIOR TO THE COMMENCEMENT OF LAND DISTURBING ACTIVITY, AND ONE WEEK PRIOR TO THE FINAL INSPECTION. ES-3: ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE FIRST STEP IN CLEARING. ES-4: A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON THE SITE AT ALL TIMES. ES-5: PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE PLANS (INCLUDING, BUT NOT LIMITED TO, OFF —SITE BORROW OR WASTE AREAS), THE CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FOR REVIEW AND APPROVAL BY THE CHESTERFIELD COUNTY ENVIRONMENTAL INSPECTOR. ES-6: THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE CHESTERFIELD COUNTY ENVIRONMENTAL INSPECTOR. ES-7: ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL STABILIZATION IS ACHIEVED. ES-8: DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED SEDIMENT TRAPPING/FILTERING DEVICE. NO CONTAMINATED EFFLUENT OR GROUNDWATER MAY BE DISCHARGED WITHOUT A SEPARATE VPDES DISCHARGE PERMIT FROM THE VIDEO. ES-9: THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES NOT LESS THAN ONCE EVERY FOURTEEN (14) CALENDAR DAYS AND WITHIN 48 HOURS FOLLOWING A RUNOFF PRODUCING RAINFALL EVENT (0.5 INCH OR GREATER RAINFALL WITHIN A 24—HOUR PERIOD). A RAIN GAUGE SHALL BE INSTALLED ON —SITE TO DETERMINE IF AN INSPECTION TRIGGERING RAINFALL EVENT HAS OCCURRED. ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY. ES-10: DUST CONTROL SHALL BE PROVIDED IN COMPLIANCE WITH APPLICABLE LOCAL AND STATE DUST CONTROL REGULATIONS. ES-11: NO SOLID MATERIALS, INCLUDING BUILDING MATERIALS, ARE ALLOWED TO BE DISCHARGED FROM THE SITE WITH STORMWATER. ALL SOLID WASTE, INCLUDING DISPOSABLE MATERIALS INCIDENTAL TO THE MAJOR CONSTRUCTION ACTIVITIES, MUST BE COLLECTED, REMOVED FROM THE SITE AND DISPOSED OF IN ACCORDANCE WITH ALL STATE AND LOCAL REGULATIONS. ES-12: ALL PERSONNEL INVOLVED WITH CONSTRUCTION ACTIVITIES MUST COMPLY WITH STATE AND LOCAL SANITARY OR SEPTIC SYSTEM REGULATIONS. TEMPORARY SANITARY FACILITIES WHERE PROVIDED AT THE SITE THROUGHOUT THE CONSTRUCTION PHASE MUST BE UTILIZED BY ALL CONSTRUCTION PERSONNEL AND SHALL BE SERVICED BY A COMMERCIAL OPERATOR WHEN PROVIDED. ES-13: NON—STORMWATER COMPONENTS OF SITE DISCHARGE MUST BE CLEAN WATER. WATER USED FOR CONSTRUCTION, WHEN USED FOR CONSTRUCTION, WHICH DISCHARGES FROM THE SITE, MUST ORIGINATE FROM A PUBLIC WATER SUPPLY OR PRIVATE WELL APPROVED BY THE VA DEPARTMENT OF HEALTH. WATER USED FOR CONSTRUCTION THAT DOES NOT ORIGINATE FROM AN APPROVED PUBLIC SUPPLY MUST NOT DISCHARGE FROM THE SITE. ES-14: MATERIALS RESULTING FROM CLEARING AND GRUBBING SHALL BE STOCKPILED UP SLOPE FROM ADEQUATE SEDIMENTATION CONTROLS OR HAULED OFF —SITE. I��il.��.I���y�il��]���:Zel����y�ili�_I:ZeI�YH\���i7�y�ll►[el�y�:Z�P.lI:3���• ES-16: CHEMICALS, PAINTS, SOLVENTS, FERTILIZERS, 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. Y) m m N N \ W — Q N > W o- 0 z cn d V) a_ z Q 0 > W Z � w 0 bi 0 M N M N LZQ z, O �o li, z ~o o ou co cl) � a z 0o o ZN awe} 0 = z~ O w �Z 'o J _~ W Y z 0 �a � 04 N J N 3: or N Q O� Lo 0 0 N i RYA PERKINS LIC. No. 046565 12/OZ/20Z2 U O N N 3: o O N rl� LLO c=n 0 cowN ~ < Q r 'm N o o m Q _ w Z Z w y Y N ¢ v ¢ w (U!l O O U W U) OQ Z `U^^ Lu V J 0 W W �uI,i Z I..V1 N W WW I'z W Ory 0 n/ LL (D w J D_ Q w m J Q SHEET NUMBER CE-502 C > v> m SITE LEGEND N w 0 a GRAPHIC SCALE IN FEET a 0 15 30 60 GREENBRIER DRIVE TURN LANE + + + + + \v ASPHALT PAVEMENT +++++++++++++++ C 0 O 1" = 30' WAWA ASPHALT PAVEMENT T SEE SECTION ON THIS SHEET 0 y-------------- Z CONCRETE SIDEWALK _ SEE SHEET CS-501 z ° Q o 0 s STANDARD DUTY CONCRETE ' ~ w v SEE SECTION THIS SHEET 14. ° Ga < n w m o N HEAVY DUTY CONCRETE °' ° ° vw SEE SECTION THIS SHEET a: a ° . C) o MILL AND OVERLAY d N 0 / z Q / U C VDOT STD. CG-6 O o / / ' SEE SHEET CS-502 N N SPILLING CURB/GUTTER E ' / ' SEE SHEET CS-502 z ° / MILL AND OVERLAY EXISTING THRU AND BIKE E / / /' / / / v = N g a / (SEE WP-2 ON SHEET CS-501) / /' // o� Cc co o TIE INTO EX. CURB SITE PLAN NOTES �\ Z. / AND GUTTER oo o TIE INTO Ex. SIDEWALK _/_ 1. ALL CURB RADII ARE 5.0' UNLESS OTHERWISE NOTED. /J m J / (L / z~ CD W 1 / 366 / 2. ALL DIMENSIONS ARE TO FACE OF CURB UNLESS OTHERWISE NOTED. E �wY 3. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLING ALL STOP \�/ Jw v SURFACE MOUNTED HANDRAIL / �'J, - ,c>x, - - - - - - -�---�' SIGNS, DIRECTIONAL SIGNS, AND STRIPING SHOWN ON THE PLANS. its Y_� a (SEE DETAIL SHEET CS-502) i rr R30.0' x / c yf J 3 4. TWO COATS WHITE TRAFFIC PAINT (4" MIN. WIDTH) REQUIRED FOR i VDOT STD. CG-126x x x R1-1 STOP SIGN WITH STRIPING SET (VA) CHARLOTTESVILLE-1165 PEPSI PLACE, LLC PAVEMENT STRIPING EXCEPT TWO COATS BLUE TRAFFIC PAINT N� 0 394' •TYPE B,. CLASS I, WHITE, / / x ,(SEE SHEET CS-501) D.B. 4722 PG. 213 z 5 BIKE LANE STRIPING 4" WIDTH, SOLID LINE k x x x x i D.B. 2359 PG. 589 (PLAT) SHALL BE USED FOR ACCESSIBLE PARKING AREA (18' LETTERS, 2" ■ p� .3 (SEE PM-6 DETAIL SHEET CS-503). x x x x x Pe kg0 y PARCEL ID: 061WO-02-00-002BO PAINT STROKE). In a- .- - x ZONED: C-1 COMMERCIAL � TYPE B, CLASS I, WHITE, x x x x x x x �e SRO - O PARCEL USE: CONVALESCENT HOSPITAL E _ _ELONGATED ARROW (TYP.) ��G 95 5. PROPOSED CONCRETE PADS TO HAVE 1 FT X 1 FT CHAMFERED ° PROPOSED0�N CORNERS. 3 RIGHT-OF-WAY o: x x x VDOT STD. CG-126 ( V� F r s' CONC. SIDEWALK x aF-.°P 6. THE BUILDING STREET NUMBER IS TO BE PLAINLY VISIBLE FROM (SEE SHEET CS-501) I::::': I MONUMENT SIGN w -Eff x x ox c THE STREET FOR EMERGENCY RESPONDERS. 0+1' ° x (APPROVED UNDER }� Jr v TYPE B, CLASS I, WHITE, x x x x SEPARATE PERMIT) DECK Q GQ ° -4" WIDTH, 2' LINE WITH 4' SPACING x x x x O : h pG ap (2) 22K GALLON UNDERGROUND STORAGE TANKS x x x �p0� _ :':''�0•.:::::: CROSS ACCESS WILL BE PROVIDED THRU A RECIPROCALy 7. ALL LIGHTING TO BE INSTALLED 5' BEHIND CURB AND CENTERED ON x x x PAVEMENT STRIPING UNLESS NOTED OTHERWISE. p (1) 20K GALLON UNDERGROUND STORAGE TANK EASEMENT RECORDED PRIOR TO PLAN APPROVAL RYA PERKINS q x x x R27.5 \: VDOT STD. GR-2 GUARDRAIL U LiC. No.046565 9 0 / NORTHING: 3413109.74� x x x x g TIE INTO EX. CURB / " 8. TYING TO EXISTING CURB GUTTER: THE EXISTING PAVEMENT SHALL .p n , AND GUTTER / 7LASTING: 11487487.53 5' CONC. SIDEWALK NORTHING: 3912810.87 / 2 EEf Q ii SEE SHEET CS-501 1 BE NEATLY SAWCUT AND REMOVED FOR A DISTANCE OF 2'0" FROM p EXISTING ADA _J100.0 R12.5' ( ) R1-1 STOP SIGN WITH STRIPING (TYP.) 10' LANDSCAPE SETBACK �p0 EASTING: 11487933.46 FACE OF THE CURB AND 2'0" FROM THE EDGE OF THE CURB AND O o RAMP TO REMAIN VENT STACK WITH S56°10�09"E 20' PUBLIC DRAINAGE 536.82' (SEE SHEET CS-501) F� _ EASEMENT �..� .. _ GUTTER AND THE SUBGRADE, BASE COURSE, AND PAVING TONAL REMOTE E-STOP `o NORTHING: 3913102.99 19 (TO BE PAINTED BROWN) o �0� : ' �:'.':::::' VARIABLE WIDTH SWM FACILITY EASEMENT REPLACED WITH NEW PRODUCTS. N EASTING: 11487450.94 6 ao 2 ':'-'.':' - / 9. REFER TO FINAL GEOTECHNICAL REPORT FOR FINAL PAVEMENT N � O � TIE INTO EX. CURB ":1 • ~ '� • • ""� _ SIGN TO SAY "EMPLOYEE ONLY O N / ? R50.o' :`'..'::::.'..'.::::'.'. '.::: I':':': SECTIONS. o N _ 10.0 -:.:-:.:'.•: : OVERFLOW PARKING FOR THE O -� AND GUTTER / .'.::':':':':':'::::{:--.. _ .R29.0': .' •`R25.0'.',•.`ao,: .. O cn :. >, :. ': BIKE RACK '' w >' �, TYP. LAURELS REHAB FACILITY" .i . .�. } O U7 N '� i�! ::::::::::::::'.: ::::: .- •:'. .- .-. .'.'.'. SEE . . . SHEET cs-s 10. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLING ALL STOP m a s'i .�. '..'.� }� .,; �.>•-'��". .'i 'r. .( L EE 02):: -.:..�.:::::.�::'::::'::::::'_�_'::_� .:.{.:'::':':': � Q m m > . . N ..'.:'::'::'::'::':: R12.o' '.::.. SIGNS DIRECTIONAL SIGNS AND STRIPING SHOWN ON THE PLANS. o N a o }m > • v O I • • Y ... R30.0'�:� � n � 1 • W Y - _ •. - -- ,-•- w; _ - o VDOT STD. CIS 48" BLACK ORNAMENTAL FENCE Q 3 0 > -': :: R5.0':. VDOT STD. CG 12B .: - - - \ w Z Z Y s - _ J ° SEE DETAIL SHEET CS 502 ( ) N IIII •� O 1 L 3 10' LANDSCAPE SETBACK :::::: z'. I ..... o. 11. VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE Y a N a w L E S TB '..' '.�o. 4 �.. R1o.6'::::::::':�' CORRIDOR SHALL BE ELIMINATED. s 5' CONIC. SIDEWALK ®: ®• �� ®. ® ■. ■. ° WITH 2 BUFFER STRIP I .. . ��...��. Q. �:. ..:'::::''' ,• ,' ` .. O •• y 12. THE 20 PERIPHERAL PARKING LOT SPACES PROVIDED WITH THIS 3 Q7 N r: .. In SEE NOTE 12 N "> .'.o r� DEVELOPMENT ARE INCLUDED AS PART OF A SHARED PARKING o , > o N N ' s v 's.o'...� 81.0 �. a.o .o AGREEM NT ETWEEN PARCE S 061 W -001 0 AN o 3 c a. ,.. 3 ::20 ,�--. ..� E B L 0 020A 0 D L N as :� w1wa:,o-> 061W0-02-00-002B0. m T 0) It.: : ' �• PROPOSED LIGHT TYP. -0 '+:: ' 30.0'. 2.26 ACRES •.: . :. ��� :..�..20.0.25.0.'.::�::20.0':�--:�20.0'�:•:'.:::�:.:'.�.:.:40.0'��::'.:�'.�'�� .�:.20.0'�. p o ��� I I o :. .a.` L ■,'. ' : �: a ...: W50-FB-VA 10 . 1 m 1:" N .- - :.:':.' 6.049SF i� 0 d a , . VDOT STD. CG 12B ' ' ,...:... .:. .< .. 7' n W ., . _ :: 11 "AIR PUMP PARKING ONLY" SIGN .' . . °- j = _ .'• ad u� - 7 (SEE SHEET CS-502) ` ° } . ' 4 WAWA SPACES 2 BOLT -DOWN :':'' '�' rl o BOLLARDS o .''off ... ': .': AIR STATION ON 4'X3' 6" AIR ENTRAINED PORTLAND CEMENT 0 rn I I I o ,' o . _ .. _ w ryw�MONUMENT SIGN s '>' .. �,'' o .'•-.. 18.0' :::24.0'•.�18.0' CONC. PAD WITH O CONCRETE W/ A MIN. FLEXURAL J N r.'1 R25.0' w, I a ' : _ :::::::Q� ,":' ":t .'o :R4.5'.'.:::' BOLLARDS TYP. OF 2 O STRENGTH OF 650 PSI AND MIN. 28 DAY r a 47 r n (APPROVED UNDER : is qt o ( ) I� _ - COMPRESSIVE STRENGTH OF 4,000 PSI SEPARATE PERMIT)-* I.:':' SEE SHEET CS 502 :.-15.2' ' 65.T 12 0 : R3.0 :: m n Q C7 :PROPOSED 20' • • 7 , > 0 0 : R10.0': .' . ACCESSIBLE PARKING STRIPING (TYP.). :R4.5'::''.:: . UTILITY EASEMENT y. (SEE SHEET CS-501) -- - - - - ; !n < I„I„I E I� n MOUNTABLE CURB WITH T < A+ I '•.:'.1 •.•:':'.''. c 00 :':O ': :'`y - ---:-ACCESSIBLE PARKING SIGN TYP. : = STAMPED CONCRETE TYP. R.::':o.'' _• r0 M ( ) ( )-NO PARKING SIGN R8 3A ° : M _ (SEE SHEET CS-501) : ; : o t :. �'� (SEE SHEET CS-501) N .' : .' 10.0 1::, (SEE ' ° ' SEE SHEET CS-501 0 # ( ) _ o o... _ _ 0 m m _ R10.0' . TYP. n R5.5' .. . a p11 :':':':':' ::': DESIGNATED - - - - - - - - n 0 N : ' : 6" CONCRETE PIPE :: CARDBOARD DUMPSTER I - - - - - - - - :::' ...:::::' .. R10.0...'.....'_.'..:.'..:.'..'..'..:.'• _I I -I I-I-I-II- VDOT STD. CG-11 'o :: :::: TURNAROUND SPACE NORTHING: 3912668.23 I III -III III -III -III -III -III -II - R15.o'::::':::::::: :::::.:::.:::.:...:::-_. ::. ::::::::::: BOLLARD (TYP.):::::::::::::::::::::::::::-: :-::::::. .. R15.0' :.:'::': :-::�o• (SEE ARCH. PLANS) o . 'R10.o'' 8 EASTING: 11487832.09 v .N (SEE SHEET CS-501) :: N :.:.;.;.:. :ad ..... :'.'.:: y R1-1 STOP SIGN WITH STRIPING R50.0'.::::::::::::::::::::: 2 BOLLARDS 6" VDOT TYPE I, 21A DENSE GRADED ti (SEE SHEET CS-501) R15.0'�� o_ R50.o' ° R40 0T GAS METER \ UNTREATED AGGREGATE BASE _ _ SUBGRADE - STABLE AND COMPACTED TO A MILL AND OVERLAY EXISTING THRU LANE - - 1 X- - �p0 01 RESTRIPE PAVEMENT MARKINGS AS n 562.40 / FAO' DRY DENSITY OF AT LEAST 95% OF THE SOIL'S STANDARD PROCTOR MAX. DRY DENSITY (ASTM ° LIGHT POLE TO BE ALIGNED WITH STRIPE FENCE MEANDERS ) NECESSARY ENTRY/EXIT DIRECTIONAL n R13.0' AND SET AT BACK OF CURB TO ENSURE D-698 TO A DEPTH 12" BELOW SUBGRADE E co (SEE WP-2 ON SHEET CS-501)� \� SIGNAGE (TYP. OF 2) IT IS LOCATED ON WAWA PROPERTY ALONG P/L ELEVATION. �rP �P0�9 (UNDER SEPARATE PERMIT) EXISTING OVERHEAD ) STANDARD DUTY NORTHING: 3912981.34 ELECTRIC LINE SHED (SEE ARCH. PLANS I JA-ZAN LIMITED PARTNERSHIP z c p��Jo I 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 AND GUTTER ARCHITECTURAL BLOCK TO MATCH THE BUILDING ZONED: C-1 COMMERCIAL Q L I MASONRY (SEE DETAIL ON SHEET CS-503 AND ARCH. PARCEL USE: VACANT COMMERCIAL LAI » 5' CONC. SIDEWALK L I PLANS FOR ADDITIONAL INFORMATION) v I I 8" AIR ENTRAINED PORTLAND CEMENT w v I RMD PROPERTIES, LLC I CONCRETE W/ A MIN. FLEXURAL STRENGTH OF 650 PSI AND MIN. 28 DAY o' a COMPRESSIVE STRENGTH OF 4,000 PSI D.B. 2217 PG. 191 2.0" SM-9.5A o D.B. 407 PG. 55 (PLAT) BITUMINOUS TACK COAT M PARCEL ID: 061WO-0-OA-00200 4.0" BM-25.0 ZONED: C-1 COMMERCIAL 7 77 PARCEL USE: MARKET Q 11 1 L Y # ++++ # ++ LJJJJ W w z ° =1 I -I I=1 I=1 1=1 11=1 11=1 1=1 1=_ 11=1 I I III -I 1=1 11-I 11=1 11=11 IJ_ n = I I III=III-III=III=III-III-I 6" VDOT TYPE I, 21A DENSE GRADED O O c 6" VDOT TYPE I, 21A DENSE GRADED UNTREATED AGGREGATE BASE �^• / 5 UNTREATED AGGREGATE BASE SUBGRADE - STABLE AND COMPACTED TO A V J 3 SUBGRADE - STABLE AND COMPACTED TO A DRY DENSITY OF AT LEAST 95% OF THE SOIL'S Q n s DRY DENSITY OF AT LEAST 95% OF THE SOIL'S STANDARD PROCTOR MAX. DRY DENSITY (ASTM 0 o STANDARD PROCTOR MAX. DRY DENSITY (ASTM D-698) TO A DEPTH 12" BELOW SUBGRADE Ld D-698) TO A DEPTH 12" BELOW SUBGRADE ELEVATION. m ELEVATION. J E WAWA ASPHALT PAVEMENT SECTION HEAVY DUTY Q CONCRETE SECTION SHEET NUMBER DRIVE AISLES/TRUCK ROUTES UNDERGROUND TANK PAD O L CS_ 101 Z ~ 'lotted By: McUro, Stephen Sheet SetKho Layout: CS—ZUl SIGHI UISIANCE FLAN & PKUFILE December 14, 2U22 Ub: ,SJ:,56pm K: AKIC_CIV "II J,Sbti — renaudVUU] — route 29 and reenbrier CAU plansheets CS-2U1 SIGHI DISIANCE PLAN AND PKUFILE.dw This document, together with the concepts and designs presented herein, as an Instrument of service, Is Intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley—Horn and Associates, Inc. shall be without liability to Kimley—Horn and Associates, Inc VA m rn 00 L, aItt, <r •,�'JWWCD _ �yy c� •,..i..:,� • I I I I O h cz '.• :... � z;' LAN �7'9 I ♦L'�''•} T. ...1 AL.. 4. I ♦ ♦ I N O O C,4 O O 0 D N � = O O O 22 N N D O O z r- m D r z UAI UAI CA71 0) O N CA O 3.5' HEIGHT 455.8 455.21 m 11 x D A 0 O o o m A m A m \1 x Z z D m I I I I I I N I g n z I M II I m I I I I I I I I I x I 0 = ti 0 m m H 3.5' HEIGHT 0 K 0 O N O O m m I VERTICAL O O N -P� OD O O N O O W O O OWD N 0) 3.5' HEIGHT 443.0 442.66 a = a m O i O 0 m O \ o O Km A m O m 447.7 r �\ z A ` N m sa 0 9Z o WW V` I I I m L) ti O 452.4 0 `m ti t- 3.5' HEIGHT A A A A A A CA A A A Cr Cr OD O ? OD N CA N W N 0) 46 OD N O) 3.5' HEIGHT 443.0 442.66 x H / 0 0 O m 0 x / A D O z z / m A D O / / 437.9 iy 0 0 1 a� L C �OZ u r cl- c c r r L r C 7 x (' m x ti ' O m 0 y ' 3.5' HEIGHT ' A A A A A A A N N W (A A A A A O N O) O A O 0 ."O D N � = O 2 O O A V1 VERTICAL N O O D z r- m y O N OD r z -1T M m M� 9 =0— =0= V • N O D m VA m m 0) i O I 9q On 9� \ DECK \ I m T p S�Q9 `A '�0, 00 � D \ A � O 4S� m my x \ 9� 2 COP — eak c NZNm0 \ 00 mo��m Z"T�NS aC)o 0m NC \ \ moI I w r.00N— m\ M l ^w� v \ �C) m 73 of-0 N m � O D 00 k 1 `�s WAWA �Cn E SIGHT DISTANCE ROUTE 29 AND CD FTGREENBRIER PLAN & PROFILE ALBEMARLE COUNTY VA KHA PROJECT 113358001 DATE 12/02/2022 SCALE AS SHOWN DESIGNED BY RRP DRAWN BY STM CHECKED BY RRP jVIA Kimle >>>Horn © 2022 KIMLEY-HORN AND ASSOCIATES, INC. 2035 MAYWILL STREET, SUITE 200, RICHMOND, VA 23230 PHONE: 804-673-38821 ESC SEDIMENT TRAP PHASING REV. 12/14/22 SM WWW.KIMLEY-HORN.COM No. REVISIONS DATE BY 6 C Ur N 0 0 m Q U 0 c 0 S Y 0 0 0 L_ 3 a 0 in in 0 0 0 E 0 S T E n c 0 0 0 0 U 0 O .o `o 3 m TJ ++ n 3 J Q 0 1 L r 3 �J C E 0 O o n o I � ) 0 :J r in N C � o r c c o o '� w � Q n J o a n` -O � O L o in � 3 c w U Y T U V � 0 d 0 N I 3 U � L u �s 0 3 0 c `o m w )0 D v � o h m N > a I a J o Y 6 in Y in v L E `o �w � T �j_ O U � C N N V _ O m V ._ � u `m N� E w L o � C U W E n N J C_ Q C — O w � O ,J � L n in v 0 a o N O J 6 0 N O � L U Y � 0 n a N C a o � u n N 5 �y � 3 �L in 00 �y E n o L 1 ~ Center of Bollard I a' Plastic Cow 9" Min. From by Ideal Shield Etlge of Par ALL COVERS TO BE WHITE 6' Sch. ao Face of Sidewalk Steel Pipe Neoprene Tope Adjacent Surface 10" Schedule 10 F'�• - PVC Sleeve Cut 1" Below Finished Sidewalk Elewtion Concrete Encasement Concrete d: Subbase Varying Wokneea 6" CompacBets .� Pea Gravel d Subgrode I I I-18"—y Pea Craves Auger Bore CONCRETE AREAS j" Plaetk by Ideal ALL COVERS TO BE Sch. 80 eel Pipe Neoprene Tape 10• Schedule 40 PVC Sleety Cut Flush With finish Bituminous Elewtion Subgrade B" Compact P.Gravel Bed II II Pad Gravel Auger gera Bwe BITUMINOUS AREAS 6" Sch. 80 Steel Pipe a" Miceli. Caw by Ideal Shial Neoprene Tope ALL COVERS TO BE WHITE 10" Schedule 40 4" Topeoll PVC Sleety Cut /Flush With Topsoil Subgrade 6" Compocteal Pea Growl Bed Pm Grovd h I-48-4 Auger am LANDSCAPED AREAS 0 RESERVED PARKING PENALN S250 FIRST OFFENSE PVC Sleeve iaon iffTEmbedded out 1" Balm }' Mto Seal Finished Behihed 1" SIKAFLD! 1C SL Sealant eels/ 3" Nan —Shrink mant Grout . Pea Gravel 40/ SI S" Sch. BO steel Pip. GENERAL DETAILS AND CAULK/GROUT DETAIL FOR CONCRETE AREAS Cow Embedded }" Into Sealant 1" SIKAF EK 1C SL Sealant PVC Sleeve out Flush 'Mth Finish Elewtion of Bituminous/Topeol — 4" Topsoil -C 'C +w i lw Concrete En..anI Poured Flush To Subgrade 3" Non —Shrink Gout BITUMINOUS LANDSCAPED CAULK/GROUT DETAIL FOR LANDSCAPED & BITUMINOUS AREAS TYPICAL DETAIL NEW CONSTRUCTION NO SCALE FASTENED WITH ACORN NUT E S E R V E D LEGEND AND BORDER - GREEN BACKGROUND - WHITE PARKING SIGN SHALL BE (12'X18') F& --- NHITE SYMBOL ON BLUE BACKGROUND FASTENED WITH ACORN NUT V A NLEGEND - BACKGROUNDREEWHITE (RETROFLECTIVE) PROVX6E) VWHERECESSI ANLE ACCESSIBLE REQUIREDSGN <IR7-8a) N ? vex Y Q Z O 6 0_ FIRSTFFENSE w �'wLEGEND SUBSEQUENTFENSES - BLACK > LOE D/OR BACKGROUND - WHITE (REFLECTIVE) PQ .�.G E90 RYJISCE SIGN SHALL BE R7-8P (10'X12') OfZONE t ■1ESIGN TO MEET LOCAL REQUIREMENTS�e1EwzGALVANIZE 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 FAWA FOOD KAREAT wy ]L Intersection WAWA INC. EACINEERINO DEPT. .. = e. ucrrsoFe flrr rug x woo ;Top of Pipe) Varies GENERAL BOLLARD DIMENSIONS AND SPACING AROUND BUILDING ,w- a PROPOSED WAVA FORD MARDI Intersection WAVA 1M.. ENGINEERING DEM " Mp e. LYlllpll[ fl!Q J J J W Q H Z (n Q w a O W 1— 00 z: Z W LLJ J � J J lc � NIM N 0 PARKING z �a oa a K O W U Z Q Qf �Zlw if- =T �o 3 N STRIPE WITH 2 COATS OF WHITE REFLECTIVE TRAFFIC PAINT BACK OF CURB 2 COATS WIDE BLUE TT; PAINT R=4" ZME1 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 I__I FOR PARKING SPACE LAYOUT AND DIMENSIONS PARKING LOT STRIPING H.C. PARKING SIGN R7-8 W/ 'VAN ACCESSIBLE" SIGN MOUNTED BELOW WHERE APPLICABLE (TYP.) VARIABLE DIMENSION - 5'-0" AISLE TYP.; 8'-0" AISLE FOR VAN ACCESIBILITY ADJOINING H.C. STALLS (1 IN EVERY 8 H.C. SPACES TO BE VAN ACCESSIBLE) 4" WIDE BLUE PAINTED STRIPPING 450 GRID FOR LAYOUT OSES ONLY PAINTED HANDICAP SYMBOL ADA PARKING SPACE STRIPING DETAIL N.T.S. GVNG 3/8" WIDE x 1" DEEP SAWCUT CONTROL JOINT SEE CONCRETE - SIDEWALK SECTION APPLY 1/2" THICK PRE -FORMED) PLAN EXPANSION JOINT FILTER CONCRETE SIDEWALK 30" �OFkq�gH BROOM FINISH 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 (111-1) CROSSWALK STRIPING 4" STAMPED CONCI IN "RED BRICK" W/ 6' MODIFIED Sl LAND AS REQUIRED " RADIUS CONCRETE 4" STAMPED \ / CONCRETE 1" RADIUS\ / PAVEMENT/ 2-�— \6" 2A MODIFIED STONE MOUNTABLE CURB/ISLAND AND STAMPED CONCRETE DETAIL N.T.S. 0 M N M N L�Q z> 0 �o W z ~ O C C) N C) U)co a z C�o r 0 ZN aW�r 0 = Z�Ow �� so J _~ W Y QJ Z O � CL Y n N J N or N Q N RYA PERKINS LIC. No. 046565 12/OZ/2OZ2 0 O CN N 0 Y N Y ODO w n ~ \ Q } m C� C) C)Q O m w CD ZCD w y 1 N ¢ v ¢ w (U!l O O U v / J ►iI z LU C N W Lu z W W O(! o V W J Q W m J Q SHEET NUMBER CS-501 U C 16 0 N a C O `o T E 0 T 0 0 0 3 a 0 N 0 u 0 a 0 0 T E 0 0 0 v 0 O N `o 3 v v .. n 3 J Q � '0 J 3 n � N j V u n o I � :J r N C � o L u C o '0 0 Q n J O a l F n` C C O v `O L � c v U Y T -6 N v N o v J d 0 N I 3 V L U �s J 3 O 0 C O N w I m 7J D v � o h N > 0 I a J u Y = u v Y a v L L O � T h 0 n O C v V - N . w d- u N � � w F o U C N W E J n J C_ Q C � O 0 J - n .v V r n v n v 0 a 0 N O � J � y v O � L -0 Y C 0 0 � n a v �u C N O � u n v c v y � 3 v s .v 0 0 J .. E 'C'U 0 1.9 O L Z ~ T.O.C. "TE VINYL CAP INLESS BOLTS 7" WHITE ALUMINUM WITH RED LETTERS MERGENCY PUMP SHUTOFF BUTTON BOLLARD. SEE SEPARATE DETAIL 4X4 PRESSURE TREATED POST SLEEVED IN WHITE VINYL CONDUIT FRONT ELEVATION BOLLARD TO BE CLOSER TO CURB THAN SHUTOFF SWITCH MAX " PLASTIC COVER BY IDEAL SHIELD. ALL COVERS TO BE WHITE PLAN VIEW EMERGENCY PUMP SHUTOFF ("E-STOP) DETAIL N.T.S. 15.37" �f `ADA CONSTRAINED j/ DIMENSION 10" MAX loll —� BOLLARD (TYP.) (SEE DETAIL) CONCRETE PAD (SEE STANDARD DUTY CONCRETE DETAIL) CURB � ASPHALT i '- to .. f �3 AIR PUMP SIDE ELEVATION N.T.S. 4' x 3' AIR MACHINE PAD W/ 2 BOLLARDS "AIR PUMP PARKING ONLY" SIGN AIR SPACE, • • AISLE, AND - --- ADJACENT d a o " SPACE TO e4 a YELLOW BE 6" a d e. a� e CONCRETE 4' x 3' AIR e MACHINE d ,. . a e PAD W/ 2 d ad BOLLARDS e.. .e c e. • .e dA _.d:..:. 4" WHITE a • e d e 4d . a 'e 9 a n 4. 6" I-�10'11'5'-�{ AIR PUMP PARKING DETAIL N.T.S. o EXCEL AIR MACHINE O MODEL #SC05 N a a 9.75" BOLLARD (TYP.) (SEE DETAIL) AIR PUMP FRONT ELEVATION N.T.S. 1 1/2" END VIEU1 1�I--11 VI"11\ KIGK1PLATE 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 Li NOTE: SIGNS SHALL MEET THE REQUIREMENTS OF > � GALVANIZED THE MANUAL ON UNIFORM m t= BREAKAWAY TRAFFIC CONTROL DEVICES. a STEEL U POST z 00 Y Q 0- AIR PUMP PARKING SIGN DETAIL N.T.S ►i�iy�ul/i 1l-\ r PACIFIC STAIR I STANDARD GUARD RAIL WITH HANDRAIL PICKET CORPORATION. R P O R A T I O N• I. POST AND TOP LINE MATERIAL TO BE 1488 1 1/2" x 1 1) x 0.120" J r, SLOPE TOWARDS ASPHALT i 00 �n 00 loll PVC o SLEEVE 24" 6" BOLLARD 0 0 W/ COVER _ NCRETE Pi CURB + •q8�`W0 X 36"D X 00 M DESIGNER NOTE: AIR PUMP TO BE PLACED INLINE OF SIGHT TO BUILDING. AIR PUMP PLAN VIEW DETAIL 59.5" MADE OF ROLLED ALUMINUM: 11/2" SCHEDULE 40 ALUMINUM WITH 17/8' O.D. STANDARD LENGTHS: 60" SECTION FITS UP TO 5 BIKES STANDARD HEIGHT: 4611 INSTALLATION OPTIONS: SURFACE MOUNT FINISHING OPTIONS: STANDARD CLEAR ANODIZED MANUFACTURED BY: IDEAL SHIELD 2525 CLARK ST DETROIT, MI 48209 PHONE: 1-866-825-8 659 STANDARD BICYCLE RACK DETAIL 8690 Stair Way NESalem,OR97305 2. HAND1241L MATERIAL TO BE I I/2"0 flbb" OD.) PIPE R437 J NTS www.pacificstair.com 1 503.390.8305 3. PICKETR MATERIAL TO M 1/2" SQUAE 5AR 5" RO.5" 30" 24" R1.5" e R15' D d r C d N C ® 4, _Q - d 4 4. d � n d CONCRETE SPECIFICATION TO MATCH STANDARD CURB AND GUTTER SPILLING CURB AND GUTTER (30") N.T.S. 04^0 �0 L,0 0 MERCHANTS METALS VINTAGE SQUARE PREMIUM, SPEAR TOP SMOOTH RAIL PANEL ATTACHES TO POST WITH CLIPS 704" PANEL WIDTH 4,375" ❑,C, 30„ 70" 28" 1 6" 48" n es: DESIGN AND SPECIFICATIONS SUBJECT TO CHANGE BY MANUFACTURE. POST AND FOOTINGS AS REQUIRED BY SITE CONDITIONS AND CODES. Ahk Merchants Metals rw.MerchantsMetals.com the first name in fence solutions ch-Info@Merchan Metals.com SIZE FILET PART NAME, RED A VINTAGE SQUARE REGENCY A 8-260-1e00 PRFMIIIM MMI SPFAR TOP 3—RAII VSP.R.R.SW > >- (n m N N a � o N w c� z Cn a w In w z Q o w z � w 0 w U In w O z O M N M N L�Q z, 0 �o W z �o Q� U= Uu N � O Cn co Q Z C]o r O ZN aw�r cD = z~ow Of J bi z 0 � Cf Y N N J N O r N Q In M 0 N i RYA PERKINS LiC. No. 046565 �2/OZ/2022 O O N N 3: o N Y LLjO w� In O DO a- H\ a } > m oN O o m Q \ W Z CD Z y Y N ¢ v ¢ w Ul O O U U7 J Q W W I— Z LU V J N W W z W W Oryo 1..� � L J Ld Q LJ m J Q SHEET NUMBER CS-502 U) } m N GATE SLOPE PRECAST CAP T.0 WALL Li w 0 - 9 -0 a a T.O. MASONRY w BRICK TAVERN YMEN T.O. SILL �, z 5' p cn a a- cr) MANUFACTURED z STONE SILL (L o Cf) BRICK TAVERN > w w L T.O. FLOOR SLAB Li 0, _0 cn N RIGHT ELEVATION w v 0 0 N N z a O C O i o O � N I M L Y GATES z> a T.0 WALL �, O T.O. MASONRY ou CO 00 �8' _ $�, - co U BRICK TAVERN ao n [if �i� Qo o iiii LIGHT FIXTURE I/'^ R H TTON„G A T,I TO. SILL �, (E5 5' - 0" o MANUFACTURED STONE SILL ii—i-----r—i------i Y —i---i—i— —i--iiiii J BRICK TAVERN NJ CDI- a - i iiiiiiiiiiiiiiiii O I- w ° un T.O. FLOOR SLAB r� E 0' 0 0 N � LEFT ELEVATION i ALTH 0�, ptYP N C O W v V RYA PERKINS 9 o v LIC. No. 046565 LIGHT FIXTURE .n 2/OL/2022 w GATE SLOPE PRECAST CAP T.O. WALL h o ti ° 9' - 0"`sjONAL� o T,O.MASONRY 8-8 z LL � a_ U o w w ° o `j o o = 6 — BRICK TAVERN o N 0co > T.O. SILL �, w 7 o N a o m m O o o $ 5' - p" a r7 w w 1 3 MANUFACTURED Y �' Q a w b - STONE SILL o o i= BRICK TAVERN � 3 O C 0 N w — BOLLARD I v c T.O. FLOOR SLAB f ) 0 0' 0„ >° FRONT ELEVATION J a U3 QI a _U ° / m ya W Y no � N T C ° W 1 1 I N v SLOPE PRECAST CAP; T.O. WA9'LL f ^ N - V J 0 T.O. MASONRY �. 8,- 8•, LIGHT FIXTURE 0 TO. SILL0 5� - ,. ' —ir—ii—iri--r—ii--i---riii—i----r— Q w ° I STONE SILL iiiiiiiiiiiiiiiiiiiiiiiiiiiiiii iiiiiiiiiiiiiiiiiiiiiiiiiiiiiiii BRICK TAVERN N m iiiiiiiiiiiiiiiiii iiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiii 'n w iiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiLU _i_i_i_i_ii_i_i_i_i_i_i_ii_i_ii_i_i_i_i_i_i_i_i_i_i_i_i_i_i_i_i_ V i i i U � iiii ii iiii iiiiii iiii iiii iiiiii iii - T.O. FLOOR SLAB o m ° REAR ELEVATION c� z J� Q W Y W Cn N Y a W Z � O can ry o w Metal Door Trim Thin Brick Li 3 Benjamin Moore James Hardie Tavern Flash Red c y Pumice Stone Arctic White Q BM#1197 JH10-20 Marion Ceramics w m v Q m SHEET NUMBER r CS-503 C� 6 c N v 0 N Q 0 `o I E Y 0 T a ° L 3 a u v 0 0 N N a 0 E 0 Z a v Y T a c 0 0 a ° ° v c ° O 0 N Lo P ° z m J .3 z ° � 5 Q 3 9 c v E ° � r N C 0 0 L � c c o ° Q d J n 0 a E n C c v ° `o o v o ' v o' T V -p m � Lv o o o L' L n I v ° _ 3 L o u J s O 3 c m o I 'o n � h C ° > 0 0 :j a � n Y U Y v a v E ± o c o V V N v a; ° L L m v D N � o � C E 2 z Q N J Z v 5 ° Q Y � � L r c J N v 0 a o O � J � v o ° Y c ° n a v m° C N O L ° n � 5 c v y L 3 v L . w 0 0 E ° U L Z ~ STRUCTURE TABLE STRUCTURE NAME DESCRIPTION RIM HEIGHT STIR. 97 EX. STRUCTURE 427.59 STIR. 98 VDOT STD. MH-1 436.52 10.09 STIR. 99 VDOT STD. DI-3B (L=6') 444.48 9.15 STIR. 99A VDOT STD. DI-3B (L=6') 446.09 4.09 STIR. 100 VDOT STD. MH-1 445.45 7.26 ST 100A VDOT MODIFIED MH-1 453.43 STIR. 100B VDOT STD. MH-1 454.50 11.48 0 0 B = 15 STIR. 101A VDOT STD. MH-1 456.92 8.12 STIR. 101E 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 e 01 p`L� p0 Q / -41 CONTRACTOR TO REPLACE RIPRAP �OQ.A �� NDS / / AND PERMANENT SEED OR I o / BLANKET MATT DISTURBED � SLOPES WHERE APPLICABLE / CONNECT TO 54"±RCP EXISTING STRUCTURE /427.59' �S / /RIM G (� TIC _ �, 36RIM god I CONTRACTOR TO ENSURE MAXIMUM' p-�Oe�`11 2% CROSS -SLOPE THROUGHOUT / v A FS E p PEDESTRIAN CROSSWALK S 442.56/2 .° 442.56 �� _ SET (VA) CHARLOTTESVILLE-1165 PEPSI PLACE, LLC o TC B� ,442.665 20' PUBLIC DRAINAGE EASEMENT D.B. 4722 PG. 213 II CONTRACTOR TO REMOVE EXISTING � / � STRUCTURE AND EXTEND PIPE TO s `� 443.15 FS I11' D.B. 2359 PG. 589 (PLAT) PROPOSED STRUCTURE 99A. \ TC / �/ �QII I I I 1 Ng0 y PARCEL ID: 061WO-02-00-002BO i �� 1;' a6' / 19II II11`1 I * \pR ZONED: C-1 COMMERCIAL II �� -CONTRACTOR TO VERIFY VERTICAL JP v aa5.TC IIII I 1 `� �V, g0 PARCEL USE: CONVALESCENT HOSPITAL LOCATION OF FO LINE FOR (444.77 443.97 1 1 9 LOCATION OF "STEEP SLOPES -MANAGED" AS ko POTENTIAL CONFLICT WITH 9 4 .0 444,86, TC BC TC I 99 I (p� \0k R� p'I IDENTIFIED ON ALBEMARLE COUNTY GIS (TYP.) Q% STORMPIPE EXTENSION SF Q RIM/FS 4� 444.48 I\ I I F • d'y$'6p vll . A5 v r L £c FS RIM 445.45� 1 I 4 Pna II 1 L F ' pQ' p06' 6'5 qC CONTRACTOR TO FIELD VERIFY DEPTHS F v / \ ¢t,' 44.86 IM EX. GAS LATERAL TO REMAIN. CONTRACTOR ill v F 446.16 OF ALL EX. UTILITIES AND CONTACT 448.04 / 450.89 TC 4� 15 TO CONFIRM VERTICAL LOCATION OF GAS q KIMLEY-HORN IF CONFLICTS EXIST o g -�_ LINE AT PROPOSED STORM CROSSING _15"CFF �� �.F' TP TO BE ADJUSTED TO PROPOSED ` - "� FS 44814 - FSN \� -" -- - - - -- - - � GG �� �� GRADE AT EDGE OF SIDEWALK FO VAULT TO BE ADJUSTED TO / 449.67 448 28 FS 99A too tit \ 20' PUBLIC DRAINAGE EASEMENT - - - e�p\��0�p� kNg�p II I PROPOSED GRADE AND COORDINATED d TC 0 FS 448 75 0 L - �_ _ F�F�yPjP�� WITH APPLICABLE UTILITY COMPANY _ � 49.77\ ��C 450 98 `9r � b` � 2 � 452.954S2.24 FS I 454.72 CONTRACTOR TO CONFIRM VERTICAL LOCATION OF GAS LINE AT PROPOSED STORM CROSSING 00 N N N a a0- O) C\2 3: �i � Ot m m Cti F4q Nda [tit-022 fzl,'��avivi O Lq I I wCN NMI m ql L m ' `t F < 4 4 n t\ F 00 4; M 1) F' O7 m 4 66 di STORM PIPES PIPE SEGMENT LENGTH DESCRIPTION SLOPE INV. (IN) INV. (OUT) STIR. 98 TO STIR. 97 51 LF 15 IN RCP 7.50% 426.62 422.81 STIR. 99 TO STIR. 98 63 LF 15 IN RCP 7.50% 435.50 430.75 STIR. 99A TO STIR. 15 LF 15 IN RCP 2.01% 442.00 441.70 STIR. 100 TO STIR. 99 20 LF 15 IN RCP 5.00% 438.38 437.35 OA S 0 6 15 CP 73 4 4 STIR. 100E TO STIR. 100A 29 LF 18 IN RCP 2.60% 443.02 442.26 STR. 101A TO STIR. 100E 70 LF 15 IN RCP 1.99% 448.80 447.40 S B R. N P 4 4 TO S 5 0 0.1 STR. 110 TO STIR. 100B 11 LF 15 IN RCP 0.95% 445.55 445.44 STIR. . 1 L 4 . 4 .6 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 1 S 2 3 LF 0 4 0 .4 STIR. SWM1 TO STIR. 100B 19 LF 18 IN RCP 2.60% 443.50 443.02 A / _ 451 N FS/ cCC'+456.65'1-C Y / _ e --455.49- 453455.89 454.60 TC 454-vi RIM • 452 TC 455 456.02 P111 ft��7 \ FS 6l . /illtifiAllAll�iiAl�a�s n�_ TCL • 1 / 454.80- r."4 "'""' ."r - CANOPY DRAIN FS ME•INV: 451.30. 10" PVC 0 1.00% 8" PVC ® 2% MIN.` •`;- TRENCH INV. 454.80" i.�� 455.24-/ \ _._ AMC oc421 '454w•PVC 1.00% •y.�.'� -. �: TC 200 454.59ST � - _ 454.77 (SEE SHEET CG-502) Ti 455.25 . TI 455.51• 'TI 455. RIM: 454.12 BI 454.75 �:'. BI 455.01 ..BI 455 INV. IN: 451.50 / . T s.� ••�.'• .! •, ,•I INV. OUT: 451.38 TRENCH OUTLET / 1� TI 455.77 •'•TI 455.95 ;' :TI 456. TRENCH INV:453.50 . BI.455.27' BI.455.45 :BI 455. OT PIPE INV:452.50 + a r r7 , 455.39 455.18 : -455.75. . TC BC FS P CLEAN I, (TYP.) ..'. 454.931 ''II i t I FS P .. .1 :• - s F6' V: 454.95 11 TI 1 e 455.59i/1/ ".. r •'r.. '56 TC BI 455.777 B45.:\.BI 456.. 455.78 �. TC HP FS P ��::: ... . Agro .FS6P0 I . ' CANOPY DRAIN (TYP. OF 6) ' IN LU4 :TWO --INV: 452.94 456.41 EAS4MENT TRENCH INV. 455.78 F56.25 4240/ SS �- SS - SS -i- SS 1456t TCW W W / 156.53 156.�64*/�- v 456.85 CONNECT 6" PVC TO \� FS RCP WITH RUBBER \ BOOT CONNECTION - ®-w�/% 456.05 \ 110 456.77 �, 456 44 y Vi 455! l 4 . 456.40 FS� G 456.59 FS FS S • �.;'. WaW1 56.FS� \ �' TC FS5.84 ^ ro / a ...: " 456.75 . - . .I 456.59 457.00 *- \TC TC 455.95 456.39 7'. '..•* FS 2.26 ACRES -1`Z 6" PVC ®1.00% FS \ Fs ? .` ' 456.76 \ \ \ ass.ao 1.ai%' Fs W50-FB-VA 101A I 456. 2 1 ¢S) 6,049 SF IM \ 19 •' ` • FS FFE: 457.05 -:' "'+ 1 157.23 \� 456.42 i �89, (� 48 WAWA SPACES _^ \ / / \ \ SRIM / 457.53 G 455.46/ `' ' r + `N1456.97 457.16 70 / FS -S 456.79 CLEANOUT (TYP.) ' FS TC TC I 457.59 156.83 - , r s 456.84 FS �� I FS S •• INV: 454.05 (TYP.) \ 56.62 457 456.911, FS .' 101 Rye 45 T 456.56 .88' / FS7.64 P " `' 456.93': '"' 456.93 457.39 456.62 S 456.80 o� o> ::..'�.."FS -• / / W FS W .t.•. P � FS 457.54� 457.86W 102 TC TC 457.48 7.04 TC- W FS6.89_, 1.32% 457.13 456.80 asp ts. Fs-. I F$ I I k�j0 458.67 T W W W _ W - CLEANOUT (TYP.)I 6" PVC ® 1.00% _ VARIABLE WIDTH SWM FACILITY EASEMENT_ 414.85- - - - _ 'SOTS SWM TC HP455Lo WM 5.77 455.77 TC 455.27 TC �o I RIj 120/ o-456.10 455.TC_455.45 456.1 456.38 TC� TC \ TC 455.84 455.85 TCj TC BC TC 455.84 456.30 FS _; 1 �4ss v455.89 / I IIIIII 456.TS 04 n5� FS- co/ \ / / ��-IIIIII 4s7 I� 11 111 la 01\I\ 1 \1 1 \ \1\\I\�1111 458.14 458�-- TC 458.78 'o ITC p IIII\a1\IIIIf M .`� III �t111 IIII TC 459.071 / \1i1� IIIIIIIIIf 458.38 � J � FS ah 459.30 \till\\\�\\\II111 11 11 ry To RIM TCo.w \ \ a\\\\\IIIIk IIIIIIIII WWIIII 111 II gI�It11111111111111 W W W 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. 77'qP G. 401 (PLAT) D.B. 1683 PG. 337 PARCEL ID: 06'1`WO-02-00-00200 ZONED: C-1 C MERCIAL PARCEL USE: VACANT C ERCIAL LAI I \ 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 GRADING LEGEND TC: TOP OF CURB ELEVATION BC: BOTTOM OF CURB ELEVATION TW: TOP OF WALL ELEVATION BW: BOTTOM OF WALL ELEVATION TI: TOP OF ISLAND ELEVATION BI: BOTTOM OF ISLAND ELEVATION FF: FINISHED FLOOR ELEVATION FS: FINISHED SURFACE ELEVATION P: PAVEMENT ELEVATION G: GROUND ELEVATION RIM: STRUCTURE RIM ELEVATION ME: MATCH EXISTING DRAINAGE STRUCTURE CALLOUT VDOT STANDARD CG-6 SPILLING CURB AND GUTTER GRADING NOTES 1. THE ROOF/LANDSCAPE DRAINAGE SYSTEM HAS BEEN DESIGNED IN ACCORDANCE WITH THE CURRENT EDITION OF THE INTERNATIONAL PLUMBING CODE. 2. PIPE LENGTHS ARE MEASURED FROM CENTER OF CHAMBER TO CENTER OF CHAMBER. 3. VDOT STANDARD ST-1 STEPS ARE REQUIRED ON ALL STRUCTURES WITH HEIGHT GREATER THAN 4 FEET. 4. ADA ACCESSIBLE PARKING SPACES ARE SHOWN AS SHADED AND DESIGNED WITH A MAXIMUM 1.5% SLOPE IN ALL DIRECTIONS. CONTRACTOR TO ENSURE SLOPE DOES NOT EXCEED 2.0% IN ANY DIRECTION. 5. PROPOSED SIDEWALK/ADA ACCESSIBLE ROUTES ARE SHOWN AS SHADED. CONTRACTOR TO ENSURE CROSS SLOPES DO NOT EXCEED 2.0% AND LONGITUDINAL SLOPE DOES NOT EXCEED 5.0%. 6. ALL CURB INLETS TO HAVE REBAR TRASH RACK INSTALLED. GRAPHIC SCALE IN FEET 0 15 30 60 ill =30' cn m cn m N N \ w Q � o N w Of 0 z w V) a- Z Q U > w Z � Ld w U In w _Izl 0 Nt N M N L C)Q Z > 0 �o W ~o 0 U= 0 N � cf)�coo a Z ooCo z aw�r CD = Z ow [ out c J :5 _~ WWLU Y Z 0 3: ON N J o>- r N °O:E L0 M 0 N RYA PERKINIS LiC. No. 046565 12/OZ/20Z2 U O N N 3: o Of r N 0r r LLjO w� Ln O H � cn a } > m oN O o m a� W Z ZCD y Y N ¢ N ¢ w (U!l O O U 0 N Z w N W W Z I'Z W O ry o W J Q W m J Q SHEET NUMBER CG-101 U C DRAINAGE AREA MAP LEGEND v 0 u a IMPERVIOUS AREA DRAINAGE AREA BOUNDARY ° PERVIOUS AREA MANOR LOAM 9 v (HYDROLOGIC GROUP B) T FORESTED AREA URBAN LAND 91 (HYDROLOGIC GROUP D) a ° 0 r SC�AALE IN FEEi20 STORM STRUCTURE LABEL 101 3 OGRAP3HIIC v a DRAINAGE AREA LABEL DA-EX101 L N C A. STORMWATER MANAGEMENT NARRATIVE - STR. 200 a STORMWATER QUANTITY: o THE LIMITS OF ANALYSIS TO THE EXISTING STORM STRUCTURE ON SEMINOLE TRAIL IS BASED ON DRAINAGE AREA EX200 SHOWN IN THE 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 o 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 �: BASED ON DISTURBED ACREAGE FOR THE SITE (2.62 ACRES) AND OVERALL DRAINAGE AREA TO THE FLOODPLAIN (t800 ACRES). REFER TO THE INSET BELOW FOR THE STORMSEWER PATH TO THE FLOODPLAIN AND APPROXIMATE DRAINAGE AREA TO THE ANALYSIS POINT. o 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 o 3 N FLOOD PROTECTION COMPLIANCE: s FLOOD PROTECTION COMPLIANCE FOR THIS OUTFALL IS MET THROUGH 9VAC25-870-66.C.2.B. BY DISCHARGING THE POST -DEVELOPMENT C PEAK FLOW RATE DOWNSTREAM OF THE OUTFALL AT RATES LESS THAN THE PRE -DEVELOPMENT PEAK FLOW RATE. v n 3 QUANTITY ANALYSIS - STR. 97 0 o Pre -Development I 3 Runoff Curve Number (CN) 87 Y Drainage Area 1.00 acres Runoff Peak Flow m ImperviousArea 0.67 acres Storm Event VolumeV cfs 0 Managed Turf 0.19 acres 1 -year 6,250 3.15 u, c v Foresr/Open Space 0.14 acres 10 -year 6.98 0 r Time of Concentration Tel 5.0 min C o Q Post -Development Prior to Routing) J u c o Runoff Curve Number(CN) 93 Runoff Peak Flow v� Storm Event VolumeV cfs Drainage Area 1.55 acres 1 -year 13,000 5.31 v o ImperviousArea 1.22 acres 10 -year 30.36 a Managed Turf 0.33 acres .0 E Forest/Open Space 0.00 acres c -0 Time of Concentration(Tc) 90min QUANTITY ANALYSIS - STR. 200 Pre -Development Runoff Curve Number(CN) 97 Dra i nage Area 1.09 acres Runoff Peak Flow Storm Event ImperviousArea 1.01 acres VolumeV q(cfs) Managed Turf 0.08 acres 2 -year 4.81 Forest/Open Space 0.00 acres 30 -year 7.33 Time of Concentration(Tc) 00.3min 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) F 12.8 min O � T v o INSET: PATH TO FLOODPLAIN Channel Protection Compliance v 1 "=2000 Energy Balance Equation, 1-year Storm lidge 0 tw Improvement Factor 0.8 Qyost < I.F. x Qyre x RVyre/RVyost < 0.8 x 3.15 x 6250 / 13000 a 5.31 < 1.21 DETENTI ON REQUIRED � a D N 0 3 Bir m Woor' Flood Protection Compliance 10-year storm TOTAL DRAINAGE AREA TO Q ost < Q pre POINT OF ANALYSIS: ±800 AC. L ° 10.36 < 6.98 A 3 DETENTI ON REQUIRED fOl, SC ilia Garden S o h w Post -Development Summary Routed flows Storm Event Peak Flow r r' > w - cfs t t1 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. 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. 9Itsiel11I9:1011Xij1[•P►t•Ii1III »/_10N7• 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 QUANTITY REQUIREMENTS FOR THESE TWO OUTFALLS, THE ENERGY 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. Hill naintree NORT6 wood I' ON APPROXIMATE PATH TO FLOODPLAIN JI ° 1 -year 6.00 (< Required 6.98 cfs) VIA EX. STORM PIPE NETWORK 0 10 -year .00 < Required .98 cfs Y v 0 Y FL PROJECT AREA Wa I - a DISCHARGE TO FLOODPLAIN E p v a ii h v ii 0 V E V v � v C w mc U U) v ° r - o z Q v 7 E 3 Y N yl C Q c ° Y ° � c 'v `v STR. 99A OUTFALL SUMMARY DRAINAGEAREA LABEL TOTAL AREA (AC.) IMPERVIOUS AREA (AC.) MANAGED TURF AREA (AC.) FOREST/ OPEN SPACE AREA (AC.) C CA TIME OF CONC. 7c (min) TREATMENT VOLUME TV (cu ft) OVERLAND FLOW TIME SEELYE SHALLOW CONCENTRATED FLOW TIME TR-55 CHANNEL FLOW TIME KIRPICH enz acre 1A T°n=0.225E S C V=16.13955°''(UNPAVEO),V=20.3262609 (PAVED) -1.3 8L113 Tcnr=0.00948H " L (ft) C 5 (ft/Ft) 7°n (min) PAVED/ UNPAVED S (ft/ft) V (ft/s) L (ft) T,cr (min) H (ft) L (ft) Tcnr (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 POSSTT D SOI is 0.23 0.17 0.06 0.00 0.76 93 5.0 632 POTOTAL 0.40 0.25 0.15 0.00 0.69 87 5.0 1,007 30 0.35 0.133 3.94 0.00 0.000 0.00 0 0.00 4 80 0.79 OFFSITE OUTFALL SUMMARY DRAINAGEAREA LABEL TOTAL AREA (AC.) IMPERVIOUS AREA (AC.) MANAGED TURF AREA (AC.) FOREST/ OPEN SPACE AREA (AC.) C ON TIME OF COEO 7c (min) TREATMENT VOLUME 7v (cu ft) OVERLAND FLOW TIME SEELYE SHALLOW CONCENTRATED FLOW TIME -55 CHANNEL FLOW TIME KIRPICH 0wz -0as -vA Ton=0.225E S C v=16.13455°S (UNPAVEDLV=20.32625°'`(PAVED) -038 1a3 Tcm=0.00948H L Lift) C S (ft/ft) T.R (min) PAVED/ UNPAVED S (ft/ft) V (ft/s) L (ft) Tscr (min) H (ft) Lift) Tmr (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 0.100 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 POST D SOILS 0.00 0.00 0.00 0.00 0.00 0 5.0 0 POST TOTAL 1 1 0.37 0.30 1 0.07 0.00 0.80 1 91 7.4 1,069 35 0.30 0.125 4.96 1 0.00 0.000 0.00 0 0.00 22 380 2.41 v v STR. 200 OUTFALL SUMMARY C v J w MANAGED FOREST/ OVERLAND FLOW TIME SEELYE SHALLOW CONCENTRATED FLOW TIME TR-55 CHANNEL FLOW TIME KIRPICH j a DRAINAGE AREA TOTAL IMPERVIOUS TURF OPEN SPACE C CN TIME OF CONC. TREATMENT VOLUME o4a .018 -1a Tun=0.225L S C V=16.13455°''(UNPAVED), V=20.3282e'(PAVED) a3e 113 Tcm=0.00948H L D en LABEL AREA (AC.) AREA (AC.) AREA (AC.) AREA (AC.) Tc (min) Tv (cu ft) L (ft) C S Ih/h) T°n (min) S (h/ft) V (ft/s) L (ft) T,cr (min) H (ft) L (ft) Tcnr (min) J m u PAVED v ° PRE D SOILS 1.09 1.01 0.08 0.00 1 0.86 97 10.3 3,401 60 0.35 0.027 7.13 P 0.00 0.00 3 250 3.20 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 1 2.91 STR. 97 OUTFALL SUMMARY DRAINAGE AREA LABEL TOTAL AREA (AC.) IMPERVIOUS AREA (AC.) MANAGED TURF AREA (AC.) FOREST/ OPEN SPACE AREA (AC.) C CA TIME OF CONC. Tc (min) TREATMENT VOLUME Tv (cu ft) OVERLAND FLOW TIME ISEELYE SHALLOW CONCENTRATED FLOW TIME TR-55 CHANNEL FLOW TIME KIRPICH oat D za Tc6=0.225L' C S' V=16A3455°`(UNPAVED), v=20.32825°'(PAVED) 038 zz3 T�hr=0.0094SH L' L (ft) C S (ft/ft) T°n (min) PAVED/ UNPAVED S (ft/ft) V (ft/s) L (ft) T,n (min) H (ft) L (ft) Tcnr (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 4.70 180 0.64 14 70 0.42 BYPASS B SOILS 0.11 0.03 0.08 0.00 0.50 71 5.0 200 BYPASS D SOILS 0.00 0.00 1 0.00 0.00 1 0.00 0 1 5.0 0 DETENTION BSOI IS 0.17 0.16 0.01 D.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 DETENTION1 TAL 1.44 1.19 0.25 0.00 0.80 95 .50 4,205 COMBINEDTOTAL 1.55 1.22 0.33 0.00 0.78 93 9.0 4405 75 rI 0.025 1 7.94 0.00 1 0.000 0.00 0 0.00 11 150 1.10 QUANTITY ANALYSIS - STR. 99A Pre -Development Runoff Curve Number(CN) F 88 Drainage Area 0.58 acres Runoff Peak Flow ImperviousArea 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 -Development Runoff Curve Number(CN) 87 Runoff Peak Flow q Storm Event VolumeV cfs Drainage Area 0.40 acres 1 -year 2,500 1.26 ImperviousArea 0.25 acres 10 -year 2.79 Managed Turf 0.15 acres Forest/Open Space 0.00 acres Time of Concentration(Tc) 5.0min Channel Protection Compliance Energy Balance Equation, 1-year Storm Improvement Factor 0.8 0-post < I.F. x Qyre x RVyre/RVyost < 0.8 x 1.82 x 3791 / 2500 1.26 < 2.21 PASS Flood Protection Compliance 10-year storm post < pre 2.79 < 3.94 PASS QUANTITY ANALYSIS - OFFSITE Pre -Development Runoff Curve Number ( CN) 89 n Draiage Area 0.79 acres Runoff Peak Flow ImperviousArea 0.58 acres Storm Event VolumeV cfs Managed Turf 0.21 acres 1 -year 5,396 2.55 ForesVOpen Space 0.00 acres 10-year 5.44 Time of Concentration Tc 6.S 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 ImperviousArea 0.30 acres 10 -year 2.55 Managed Turf 0.07 acres Forest/Open Spare 0.00 acres Ti me of Concentration(Tc) 7.4min Channel Protection Compliance Energy Balance Equation, 1-year Storm Improvement Factor 0.8 0 post < I.F. x O_pre x RVyre/RVyost < 0.8 x 2.55 x 5396 / 2757 1.24 < 3.99 PASS Flood Protection Compliance 10-year storm cost < e 2.55 5.44 PASS POST DEVELOPMENT J°�F°ey es��sv^ to � TIME OF CONCENTRATION PATH.01 APPROXIMATE LOCATION / OF EXISTING DI-2B THAT 97 RECEIVES DRAINAGE FROM DRAINAGE AREA 98 > _ "DA-OFFSITE." ^,I& 0 p'L9' FE • v' 99A TIME OF CONCENTRATION PATH v DA-99A �452 1o1L3 • 201 DA-200 zoo y a dFp2.26 ymen DA-97 ACRES `__ rrJ / W60-FB-VA w N DETENTION - ,� FFE 0.S/OS N h �y6 =.'",�..."flair-'-r,• '.t:^; -JI O w�-'- r7 f$ TIME OF CONCENTRATION PATH'.:-'• _ R ,o I hC \�. v m _ _ 102 `r � _ 458:: II I i T EXISTING UPSTREAM STORM INLET -3 DA-SEMINOLE w DA-97 DETENTION 101 • • 120 � �00 P456 .I 1 TIME OF CONCENTRATION PATH 1 I I 458 �O III IIIIIII IL 1\III11 I �1�1�111�111 Of 0 z w to D z Q o > w z � w Ld w (n U Ln w _Izl 0 M N M N LzQ z, 0 U)z W z ~o Q� C) o�DOo N Cn a z 0o 0 zN awe} CD = z~ ow 0 z O(n so J :5 z 0 Y co N J N O r N Q �L0 r7 0 N RYA PERKINIS LID. No. 046565 12/aL/2aL2 H U N N 3: O Of N 0Y w 0 W Lnn O CO F- Cn a > Y a� oN O Q W z z y 1 N ¢ N ¢ w (Un O O U 0 0� VZ` w C)) N LML (�J m IZ W W O ry o W J Q W m J Q SHEET NUMBER CG-201 0 V O Q a c 0 E 0 a ° Y 0 T 0 0 s 3 ° t ° c u; v 0 0 0 0 Q 0 c 0 i 0 a 0 0 a 0 0 3 0 � v r c 0 J 0 Q O D o 3 N Y ° Q O Post -Development Project (Treatment Volume and Loads) Y Enter Total Disturbed Area (acres) -->2.62 i J m / E � o L � c Y 0 a c Pre-ReDevelopment Land Cover (acres) o v m a a C � 0 0 V O �N J W o� 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' A Soils B Soils C Soils D Soils Totals Forest/Open Space (acres) -- undisturbed forest/open sace 0.20 0.14 0.34 Managed Turf (acres) -- disturbed, graded for yards or other turf to be 0.33 0.51 0.84 Impervious Cover (acres) 1.44 0.07 1.37 2.62 I � a Post -Development Land Cover (acres) D � o O 3 C i Xl 3 n 0 % V J � ° Y � 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 yards or other turf to be 0.25 0.45 0.70 Impervious Cover (acres) 0.35 1.57 1.92 Area Check OK. OK. OK. OK. 2.62 Y � E a Site Results (Water Quality Compliance) � v a Area Checks n � Y n FOREST/OPEN SPACE (ac) IMPERVIOUS COVER (ac) ° IMPERVIOUS COVER TREATED (ac) MANAGED TURF AREA (ac) MANAGED TURF AREA TREATED (ac) AREA CHECK E D.A. A D.A. B D.A. C D.A. D D.A. E AREA CHECK 0.00 0.00 0.00 0.00 0.00 OK. 0.00 0.00 0.00 0.00 0.00 OK. 0.00 0.00 0.00 0.00 0.00 OK. 0.00 0.00 0.00 0.00 0.00 OK. 0.00 0.00 0.00 0.00 0.00 OK. OK. OK. OK. OK. OK. � w o Site Treatment Volume (ft3) 7,211 Runoff Reduction Volume and TP By Drainage Area Y in o RUNOFF REDUCTION VOLUME ACHIEVED (ft3) _ TP LOAD AVAILABLE FOR REMOVAL (lb/yr) TP LOAD REDUCTION ACHIEVED (lb/yr) y v TP LOAD REMAINING I .. D.A. A 0 0 0 0 0 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 C J w o a NITROGEN LOAD REDUCTION ACHIEVED (lb/yr) 0.00 0.00 0.00 0.00 0.00 0.00 O J .N o Total Phosphorus Y o FINAL POST -DEVELOPMENT TP LOAD (lb/yr) 4.53 n TP LOAD REDUCTION REQUIRED (Ib/yr) 1.54 o TP LOAD REDUCTION ACHIEVED (lb/yr) 0.00 n TP LOAD REMAINING (lb/yr): 4.53 5 REMAINING TP LOAD REDUCTION REQUIRED (lb/yr): 1.54 � 3 N J w s 00 Total Nitrogen (For Information Purposes) POST -DEVELOPMENT LOAD (lb/yr) 32.41 NITROGEN LOAD REDUCTION ACHIEVED (lb/yr) 0.00 OD REMAINING POST -DEVELOPMENT NITROGEN LOAD (lb/yr) 32.41 ° 0r PRE DEVELOPMENT F co N N N a �rnadm 3 h W Naa [ti� 2x U 44 Oo3m l I �Q]NMn 2 Q C6 µ �V1Q O(�Cj 00 m C6 dd I I 3 POST DEVELOPMENT / I / / / 8 66 GREEA ElooR�l / X_ ape <>Dwoo WOO #1215 1 STORY BRICK/METAL F.F.=458.3 PPROXIMATE LOCAT \ 10' VEPCO EASEMENT\ D.B. 429 PG. 350 \ \ PR�p. v GRP� \ RMD PROPERTIES, LLC D.B. 2217 PG. 191 D.B. 407 PG. 55 (PLAT) RCEL ID: 061 WO-02-OA- SET (VA) CHARLOTTESVILLE-1165 PEPSI PLACE, LLC D.B. 4722 PG. 213 D.B. 2359 PG. 589 (PLAT) �g0 y PARCEL ID: 061WO-02-00- 02GO ONEC-1 `O�GGI' G PARCE? USED CONVALEESCENTI HOSPITAL JA-ZAN LIMITED D.B. 113, D.B. 779 P PARCEL ID: 0( ZONED: C PARCEL USE: VA( I / / / PO / I / / / N RZEg�) a �� 97 443 IIII o rn '�a, Mlle a Z firA /Kt O�M i NIm 1 N i N N - 99 al I M'& alcqe 1 99A�1100 1 AAr 50 Ix ­AQ v � 200 201 .� ' co N_; / NN I / i i' '.' •.. Cv rxj N a a .•(T ••-��. Gcl a of vi _ '.. CT: _ 'I ��'�� ram, .:9z,�..;��•:. : •_. '• L0- 4 / :l v ' •'' •I M M mm I , 006 T lu>il:� 111 112 '��j'j � 49w 100A 110 -- -- - \ I I l l l l l l l I I (n r m N N w Q N w w CD z cn Q S �Cn d z Q O Cn > w z w cn w U cn w 6 Z O M N N LzQ z, 0 �o Wz <o Q� U= Z O� N CO co (D Q z C�O O Z N c0 = QW I Z O > W Y� On O J :5 = W Y � W Z 0 W W �N w Y N J N� C'r N 0 M O N RYA PERKINS LIC. Na. 046565 IZ/OZ/2022 z a_ > a_ �o CN CN o w0 w� =n oco �� n ' > = a-r) oN 0 Q o m 0 S O z 1 a v� Q U w U 0 0 U Q1 i z w N W w z w W z O 'Ar' 12. z 0 U rV n w w Q w m Q SHEET NUMBER CG-202 V c 0 u m C O O s a Y O .T. 0 0 0 r 3 v 0 L 0 0 0 O 0 v v a 0 0 0 I T E n c 0 0 a 0 0 � v p c 0 I Q O � O Q N w Y `0 s Q � V c Q m z Y 0 h r v 3 I 7 c v E mu o � v L N y . c y 0 C 0 v Q u L � n � c n N a c E c c 0 0 0 T O V v v � v O � 0 I � 0 0 � a � o O 3 C .• L I s JJ 3 n o h v u J � C J O Y v 0 O a Y � n w 'u b � a h � w T V c o V � � w v v n - � u U 'L N v I 0 Q C v Q Y Q C A 7 0 z _Z o Q Y V � h r I c 9 J � v � a O m O � J � N o ° Y c 0 n a v � u 0 v O � u n � 5 c v 5 � 3 v L . w 0 0 U C E 0 O o v � O L 1 ~ PRE DEVELOPMENT N c DA / / APPROXIMATE LOCATION OF EXISTING. DI-2B THAT RECEIVES DRAINAGE FROM DRAINAGE AREA "DA-OFFSITE." / / / J SET (VA) CHARLOTTESVILLE-1165 PEPSI PLACE, LLC D.B. 4722 PG. 213 1-00 D.B. 2359 PG. 589 (PLAT) II _ DA-OFFSITE R Pp ko,0 y PARCEL ID: 061W0-02-00- 0260 ZONED: C-1 COMMERCIAL _ - t7 iL SG PARCEL USE: CONVALESCENT HOSPITAL 0 `L II _.9�0\C\c OG�F� O 12��,tP0y\ N0 fF Y U O II I IIEXISTING UPSTREAM STORM INLET DA-EX99A #121 1 STC BRICKS F.F.=, POST DEVELOPMENT Lo 200 � DA 200 N N a. a'. ^ as W �O fn Vl N I I (Cy) J Q M K �v a TII co t m 11 60 P DA-EX97 � � P G 1 I 1 - - - � NO p0 �S�o 409 FENCE MEANDERS ALONG P/L / / APPROXIMATE LOCATION OF EXISTING "ry9 DI-2B THAT RECEIVES DRAINAGE Q FROM DRAINAGE AREA/"DA-OFFSITE." RMD PROPERTIES, LLC \0 D.B. 2217 PG. 191 D.B. 407 PG. 55 PLAT) 54"±RCP / - 97 / PARCEL ID: 061WO-0 - / ZONED: C- P p6.5 S� 98 SET (VA) CHARLOTTESVILLE-1165 PEPSI PLACE, LLC D.B. 4722 PG. 213 s / D.B. 2359 PG. 589 (PLAT) / Ng0 y PARCEL ID: 061WO-02-00-002BO 99 \p-; / ZOO ZONED: C-1 COMMERCIAL DA-OFFSITE \ 95G PARCEL USE: CONVALESCENT HOSPITAL / �•1. a .. 0 Nry '2? 'I 101B DA-1 01 Wawa I DA-BLDG 1 DA-102 CCLI•�\� 11, 112 fill O F ,\OQ' 0.ry p'L66 "p - 15"CPP \� S \�05p O 9 mm imIMMINIK •• �A ® � ' OZ-1 DA-120 -457_ 120 G�� SAry9� I I 102 ( \\ 459' FENCE MEANDERS II I I ALONG PA -ZAN LIMITED PARTNERSHIP II I D.B. 1134 PG. 536 D.B. 779 PG. 401 (PLAT) PARCEL ZONED: C-1 O OMM RCI:- III I PARCEL USE: VACANT COMMER'.: EXISTING UPSTREAM STORM INLET RMD PROPERTIES, LLC D.B. 2217 PG. 191 D.B. 407 PG. 55 (PLAT) PARCEL ID: 061WO-0-OA-00200 ZONED: C-1 COMMERCIAL PARCEL USE: MARKET i DRAINAGE AREA LEGEND IMPERVIOUS AREA PERVIOUS AREA DRAINAGE AREA BOUNDARY STORM STRUCTURE LABEL DRAINAGE AREA LABEL DRAINAGE AREA SUMMARY DRAINAGE AREA LABEL +ram+ ? 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-213 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 PRETOTAL 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 0.05 DA-112 112 0.340 0,310 0.030 0.000 0.85 0.29 DA-120 120 1 0.260 1 0.150 1 0.110 1 0.000 0.67 0.17 DA-CNPY 101B 0.200 1 0.200 1 0.000 1 0.000 0.90 0.18 DA-BLDG 101A 1 0.140 1 0.140 1 0.000 1 0.000 0.90 0.13 POSTTOTAL 3.510 2.840 0.670 0.000 0.80 2.79 IC SCALE IN FEET cn m cn m N N \ W Q � o N w w 0 Z cn Q O_ V) D z Q O cto w z � W 0 w U W 0 Z 0 N aM M N LzQ z, O � o wz ~ O Q U= OE N n O cn Q z ClI O O ZN Q 0 = w z�w 0_Z O �o J :5 _Ld W Y Z O - _je d 3: n N J o>- 0 r N �L0 r� O N i RYA PERKINIS LID. No. 046565 IZ/OZ/2022 U O wO W� Q _ 1 N w� ~ \cn N � O N Z O Ln Q J ¢ V Ul O � o w U v1 w O � N m ¢ Y O 0L m o w V w I U 5� L V Z li Z 11Lu T J I r N W WW I'z W OO V W J Q W m J Q SHEET NUMBER CG-203 V °- ,4 Z a N u a 0 � w n s U 0 N T 0 0 n z V 00 _ C Q J � J Q W u n w o J 1 Y C v E 1nIQ Tn 1n1A 10+00 A r%., r.-% r%t A I 11 +00 12+00 460 0 460 � a N a N ° - LO ~ �o EXISTING GRADE M�z N�> d z 3�> N Fy Z \ \ \ 456 456 PROPOSED GRADE 452 452 STO MWATER DE NTION 446 448 15" RCP 4.29% 444 444 �04 N n u) U7 u7 10+00 10+75 RIM ELEV. 453.43 9' WEIR ELEV. 451.26 8" ORIFICE ELEV. 447.51 4" ORIFICE ELEV. 442.26 15" OUTLET PIPE ELEV. 442.26 SUMP ELEV. 440.76 102 TO 100B 00 0 �0 v)O,* NLO 00°4 Olrnm NOp Opt 460 0 a, It 460 ;ate (6 OU)EXIIII TING GRADE ? oo a o Zz H F>> �E'__»> O�ZZZ __M N 't -� �_ OodM U,) F ---- 456 m .. »» 0iRzzzz 456 ROPOSED GR kDE EX. 8 GAS LINE 2 CROSSING - 7EXINE (SEE SHEET CU 501) - 1 SSING U-501 452 EL -¢r in 452 92 LF OF d 15" RCP ® 0.557 N 15 RCPLF 0 ® 2 Sy 70 L 15" RCP0 1.9 448 9y, 448 444 1 A 1 444 441 441 00 06 007 00 c0 N It 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 -- A . C C SUMP ELEV. 440.76 4.0' CONTROL STRUCTURE (100A) VDOT STORM DRAIN DESIGN CALCULATIONS - 10-YEAR STORM FROM POINT TO POINT DRAINAGE AREA RUNOFF COEFFICIENT CA inlet amum INLETTIME RAINFALL RUNOFF INVERT ELEVATIONS LENGTH SLOPE SIZE PIPE CAPACITY Q/Qf VELOCrrY FLOW TIME REMARKS upper end lower end incr accum acres C min in/hr cfs ft ft ft % in 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 1 0.630 0.870 0.548 1.596 1 12.80 4.87 1 7.83 450.30 1 449.15 109 1 1.10% 15 1 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 0.03 0.08 STR 99 STR 98 0.030 1 0.950 0.029 0.029 5.00 6.67 6.08 435.50 430.75 64 7.50% 1 15 17.64 34% 14.45 0.08 5.00 STR 98 STR 97 (N/A) (N/A) 0.000 1 0.029 0.00 1 6.64 6.08 1 426.62 1 422.81 51 7.50% 15 1 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 1 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 De Qo Lo Sfo Hf JUNCTION LOSS FINAL H INLET WSE F/L ELEV Vo (8) H, (9) QI (30) Vi (11) Qivi (12) 2 V '- 2g 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 0.89 452.97 454.64 STR 201 451.44 452.97 452.97 15 2.80 32 0.0019 0.06 3.73 0.05 0.00 0.00 0.00 0.00 0.00 0 0.00 0.05 YES 0.07 NO 0.07 0.13 453.10 453.71 EX SMNL-3 451.44 452.97 452.97 15 3.97 206 0.0038 0.78 6.25 0.15 0.00 0.00 0.00 0.00 0.00 0 0.00 0.15 YES 0.20 NO 0.20 0.98 453.95 457.29 STR 120 448.92 451.44 451.44 15 1.14 37 0.0003 0.01 10.94 0.47 0.00 0.00 0.00 0.00 0.00 0 0.00 0.47 YES 0.60 NO 0.60 0.62 452.06 454.77 STR 110 446.44 449.44 449.44 15 3.40 11 0.0028 0.03 5.28 0.11 2.33 3.73 8.70 0.22 0.08 15 0.04 0.22 YES 0.29 YES 0.15 0.18 449.62 453.37 STR 111 446.65 449.62 449.62 15 2.33 32 0.0013 0.04 3.73 0.05 2.03 3.73 7.58 0.22 0.08 60 0.12 0.25 YES 0.33 YES 0.16 0.20 449.82 450.55 STR 112 446.91 449.82 449.82 15 2.03 34 0.0010 0.03 3.73 0.05 0.00 0.00 0.00 0.00 0.00 0 0.00 0.05 YES 0.07 NO 0.07 0.10 449.93 451.96 STR 101A 448.40 449.44 449.44 15 3.37 70 0.0027 0.19 7.46 0.22 1.72 4.09 7.03 0.26 0.09 80 0.17 0.48 YES 0.62 YES 0.31 0.50 449.94 456.92 STR 101 449.90 449.94 449.94 15 0.79 48 0.0001 0.01 8.35 0.27 0.54 4.09 2.21 0.26 0.09 30 0.09 0.45 YES 0.59 YES 0.29 0.30 450.24 456.73 STR 102 451.18 450.24 451.18 15 0.54 92 0.0001 0.01 4.09 0.06 0.00 0.00 0.00 0.00 0.00 0 0.00 0.06 YES 0.08 NO 0.08 0.09 451.27 455.90 STR 101E 449.90 449.94 449.94 15 1.72 182 0.0007 0.13 4.09 0.06 0.00 0.00 0.00 0.00 0.00 0 0.00 0.06 YES 0.08 NO 0.08 0.21 450.16 455.39 STR 98 423.81 423.82 423.82 15 6.08 51 0.0089 0.45 14.45 0.81 6.08 14.45 87.88 3.24 1.14 20 0.81 2.76 NO 2.76 YES 1.38 1.83 425.65 436.53 STR 99 431.75 425.65 431.75 15 6.08 64 0.0089 0.56 14.45 0.81 5.89 11.80 69.51 2.16 0.76 40 0.93 2.50 NO 2.50 YES 1.25 1.81 433.56 443.98 STR 100 1 438.35 433.56 438.35 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 1 439.48 439.92 439.92 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 � 3 Ld > 1.5 112 TO 100B 460 I I 460 LOU o NL6 Oa-*M OMr 00 vvv.. t:kLn O 'tZZZp a� OMzz f mod»» 456 NF ��ZZzz456 �o Do u)u)LO 0 �v.. �Z0 / \ --Ezz 452 452 PROPOSED RIADE STINC 448 GRADE 448 34 LF OFJ �11 LF 'OF 15" RCP 0 0.50% a 15" RCP ® 0.95% 444 N O 444 i7 M PIPE 100A TO 100 15" RCP - CROSSING OF 441 15" RCP ® 0.50% 441 (0t M N 10+00 11 +00 11 +2 201 TO 200 460 �460 O (O O It v vo Join LO � -t O t Z oM> EXISTING 0 - 456 N o- - GRADE N a i 456 \ PROPOS D \ GRADE 452 I I I 452 3 LF OFJ 448 15" RCP N 0.50% 448 I O N L u) 10+00 10+5 99A TO EX. PIPE 452 452 H qt O 448 ¢ -;j > 448 rn FE 9� EXISTING GRADE v PROPOSED GRADE 444 CONTRACTOR 444 TO REMOVE EXISTING STRUCTURE AND EXTEN PIPE T SED STRUCTURE 9 A. 15 LF OF 440 15" RCP ® 2.01% 440 0) O SWM1 TO 97 10+00 10+51 460 [7,t0 M N� oavri �vvLn� vIr -t,* 't u)N p Z Z Z O M N a �> m o»i?1 It'q- L�� 456 co �o ZZZZ 'tzo - - O .. 0-zz \,/,7CONTROL STRUCTURE GRADE \ �EXISTING 452 PROPOSED GRADE \\ \ 0 M 't00 - \ � CCd O 448 \ Lq ui'* Mu) .. 0 00 M -0 <rM \ STORMWATER PIJ 12 TO 111 15" RCP of>> F DETENTION C SING \ fir?? "t?=o 4 \ M5ZZ \ a \ 444 N \ M \ \ \ RCp c \ N 440 6.> N o \ ) ~ � 29 LF OF 18" RCP ® 2.60% \ � 00 >0 19 LF OF rn ?? 18" RCP ® 2.60% \ 20 LF OF \ 15 RCP ® 5.00% 436 \ \\ 19 432 428 �S+ 424 420 EXISTING ±54" RCP 416 415 00 LO N r 't N sF Z r M > rnc? 456 452 IM;= 444 440 432 428 IMM 420 416 415 rn00 o0 10+00 11+00 12+00 12+7 >- V) N N \ w a � o N w c� Z Cn Q D_ V) D_ z Q o ETO w Z � w Cn U in w 0 Z O M N M N Lz, 0 n0 Wz ~ O U= N :� o u co Cn a z 0o 0 ZN 0 = Qw } z~ O W Ocn _~ Y z O - �o d 3: N Nn N J O r N �LO LO M 0 N H of V RYA PERKINS y LiC. No. 046565 �o 2����2 Ii CS TONAL N U N O N w0 w0 Cn O co H\ Cn }o > ��� oN a m m O w Q w _ N CD3 v 1 ¢ v ¢ w V w Y S Ul O O U li v I w OZS z J_ Q L O U 1 0. U U Z w Q LL N W WW I'z W Ory 0 V W J 0_ Q LL1 m J Q SHEET NUMBER CG-501 U C m N 0 u m m Q C ° C O S T Y 0 T 0 _o L 3 g, 0 0 on Q 0 D T E 0 0 0 J = 0 O Y N Z 0 ° Y L Q° � r Y - U 3 n 0 0 n '3 I J m E m � �o m� �m C O C 0 Q� m L C N 0 O rea LE ci ° C C Q° To mN Y� 0 W o � I m 0 � n � o O 3 L L I s Xl 3 n o h w h > u J U C J O Y m 0 Y a n E w u J N in N O m h r �o ti EV c o V 0 m Z L � m D N W U u N � w m n o J Q C an 11 E J � Y z yJ C_ Q = ° on Y ° � c V r U 73 n w C 9 J 0 v 0 so o m O = J � m N O � L U Y = 0 n a v �u C m O L n m 5 c m y � 3 m L . w 0 0 J .. E n u O o m o L Z ~ A COUNTY OF ALBEMARLE Department of Community Development ot7�Nt" Construction Record Drawings (As -built) for VSMP The following is a list of information required on construction record drawings for stormwater facilities (reference Water Protection Ordinance 17-422). It is preferable that the construction record drawing be prepared by someone other than the designer. Please do not provide design drawings as construction record drawings. A. A signed and dated professional seal of the preparing engineer or surveyor. B. The name and address of the firm and individual preparing the drawings on the title sheet. C. The constructed location of all items associated with each facility, and the inspection records to verify proper dimensions, materials and installation. The items include, but are not limited to the following: 1. Inspection Records and photographs for pipe trenches and bedding, including underdrains. 2. Video Pipe Inspection for any pipes which are not accessible or viewable. 3. Updated Location with geo-coordinates of all facilities. 4. Verified Drainage Area reaps for the drainage area treated, and for drainage to the facilities. 5. Current physical and topographic survey for all earthen structures. Ponds should include a survey of the pond bottom. Surveys should verify pond volumes are per design. Corrections may be required for alterations from the design. 6. Plants, location and type. 7. Plans and profiles for all culverts, Pipes, Risers, Weirs and Drainage Structures - Display the installed type of drainage structures, culverUpipe 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 GRATETI E: HEEL PROOF LONGITUDINAL DUCTILE IRON MEETING ADA REQUIREMENTS (GHPDE) Grate eckrmn Hardware 04*0��'4 - Ri er MATERIALS'" i T- ° Concrete Pipe Division STC 4501 Precast Concrete Stormceptor (450 U.S. Gallon Capacity) Cover and Grate Grade Adjusters To Suit Finished Grade 24" a 6" 4"0 PVC Pipe Min.15" High w14' Cap 9" TI IT 16" J I TO Inlet 4"0 Outlet Down Pipe Riser Pipe (Removable) 48"0 Section Thru Chamber Varies To Match Grade Stormceptor Insert Outlet 18" ° M�in. *Inlet 5" * If Required See Note 2 9 • •4r 4" 0 Outlet Riser Pipe Outlet A Insert Tee Here (Tee Opening to Face Side Wall) Plan View Notes: 1. The Use Of Flexible Connection is Recommended at The Inlet and Outlet Where Applicable. 2. The Cover Should be Positioned Over The Inlet Drop Pipe and The Oil Port. 3. The Stormceptor System is protected by one or more of the following U.S. Patents: #4985148, #5498331,#5725760, #5753115, #5849181,#6068765, #6371690. 4. Contact a Concrete Pipe Division representative for fiuther details not listed on this drawing. Closed End Cap E7) End Outlet (2",T,4 6"NH) Bottom D"tlal Roach Number Shallow live! inches mm Deep Intl Inches mm Mac Flow Rate GPM UPS CFS Appma. weym (less Graf) ms Kg am 350 N 410 1M 93 6 0,207 14 62 8602 4,10 104 4.70 119 122 8 0.272 15 68 am 470 119 5,30 135 152 10 o.339 15 74 86071 530 135 5.30 135 - - - 17 7.7 8*4 530 135 5.90 150 183 12 0.408 18 83 8605 590 150 650 165 214 14 0.477 20 89 am 6,50 155 7.10 180 245 16 0.546 21 95 868N1 710 for 7.10 180 22 10G 88% 7.10 180 770 196 276 17 0615 23 10.6 B6W 770 1% 8.30 211 me 19 of 25 112 WAS 130 211 8.21 121 339 21 0.755 26 118 Who 890 2, 9.50 241 371 23 0.627 27 124 8611 950 241 10.10 257 4G3 26 0.898 29 13.0 02 1010 257 1070 272 435 28 0.969 3o 136 02H 1070 272 1070 272 30 136 M3 1070 272 11.30 287 467 30 1.041 31 142 oil 1130 287 11.90 302 498 32 1.11D 33 148 =5 1190 302 12,50 318 530 34 1,181 34 154 Z886 System Profile Z886 Applications Highways Industrial Parks Driveways Chemical Plants Kitchens Food Processino Pools Shopping Malls Panting Lots Industrial Plants Gas Stations Pharmaceuticals Airports Amusanont Parks Airplane Hangars ftsbNadell 4waf caBen 16.1/4"- 12- 1 I MPD'S BIT. PVMT Slate Thickness 4" Throat / 6" overall Width w Z Cn Q a- (n z Q o �> � w z � w 0 Cn Li w _Izl O M N M N L�Q z� 0 z - W z ~o U= 0u oGo N � Cf) �GOo C1 z CD zN z aw�r 0 = z~ O W IL J z O Y n N J o� r N QL0 rn O N I RYA PERKINS LiC. No. 046565 12/OZ/20Z2 z a_ :E a_ U O N N 3: 0 IY N Rinker027 O w Ln oco ter,) 1- '-� Cn a > o r m oN O m � Q Y N W ¢ z CD zCD ¢ y U Features and Benefits • 80" Modular Channel Sections with 20" Grates • .75% Built -In Slope - Handles greater flows, uniform slope. • Radfused Bottom - Better flow rate, less solids build-up. • Smooth High Density Polyethylene Structural Composite Interior- 0% water absorption. 5 • Durable and Lightweight - Strong corrosion -resistant material. • Extra Long Runs - Sidewall extensions allow pre -slope runs longer than 120 feet. • Variety of Gratings • Grate Options -Available in H-20, FAA, ADA. See pages 22-23. GRATE TYPE: HEEL PROOF LONGITUDINAL DUCTILE IRON MEETING ADA REQUIREMENTS (GHPDE) Z886 System Highlights r Integral Medencal Now Optional 41D Foams 9, Tee Rebar Gips connsction Assembly Fabdca8on Fadicatloa Engineering Speciflba8en Channels shall be 80" long, 6" wide, and have a 4" wide throat. Modular channel sections shall be made of High Density Polyethylene (HDPE), have interlocking ends, and nodding ding bottom. Channel shall be provided either Nat fina ap or with a .75% bulft-In slope. Channels shall be available with Inverts ranging from 3.5" to 12.50". Channels shall have clips molded into the sides of the channel to accommodate vertical label for positioning and anchoring purposes. Choice of class A 8, C, D, E, and F grates shall be available with H-20 and/or FM load ratings and/or ADA compliance with mechanical lockdown devices. End caps and catch basins shall be available to complement the channels and grates. End outlets, bottom outlets, and side outlets shall be available In 2", 3", 4", and 6" diameters. Trench drain shall be Fla-Thru model Z886. 120'(39.62 m) wl 3.5"(88.9 mm) 8601 1 8602 8603 8603N I 8604 I Bell 1 8606 1 860611 8607 8608 8609 170 8611 1 8612 8612N 8613 8614 Mil 12.5" (317.5 mm) 0 0� Z w N W W z W W O0 W J Q W lid J Q SHEET NUMBER CG-502 C } (n m N N o N u \ W m Q Q -o N C O C O W T (L' N E 0 y Z o (n Q T L (n 0 � Z Q 0 1-YEAR STORMWATER MANAGEMENT ROUTING SUMMARY w 3 ~ � Z v W n o s W m c U (n w o_ 0 O N z m Q v 0 C o i� N I M 3 N LF E z> K Y fL O W0 O o Q� U o O= CO H o Cl)-- ro 7 ° Q I z O ° 0_ v C� 0 O 0' o ZN 0 S W O r'J F Q W or Q O 1 1 do IF H 0 Z c J 7> N on 0 0 0 0 Qj w w M c �H W O m Mins n N 3 N J U ? N> 0 ,l ✓ olm LO v li o O go I N U O Q -O U W 110 L C � O 0) U � C L ° V RYA PERKINS y c ° n N a IC. o. 046565 O O V TONAL ° m o v N o N ULLJ o N o O cn m w W ~ \ U m m a Q C) Q o m O � w o = N U v Do 0 3 1 Q N Q w N M .- (On O O U M '- s U > 3 U I o U 0 1 w Y ° C 0 o E mUj m A N o If..1L U n W N O 'u v a N � N v O N �0 7 T c o OE U C � c ~" O o w O U W 'L w w ILr` 0 m O o Z_ ~ C 7 v O E Of ` W N W c r - Q c � ° 0 o O H 1..� to M r 7 I o L l i l 1n ,v. L.I.J c O U O v � a T ° N ` CN m s N J � y N Z O L U I Y° 1 1 1 W ~ LL I N n 0 z ry 0 0) O w U O O � O ! ^ U N 5 V W � 3 J U) N Q L G ° o W U m C Q N m D SHEET NUMBER ° O s CG-503 di Wawa -Greenbrier HydroCAD Wawa -Greenbrier HydroCAD Type 1124hr 1-YR Rainfall=2.98" Wawa -Greenbrier HydroCAD Type 1124hr 1-YR Rainfall=2.98" Wawa -Greenbrier Hydro CAD Type 1124hr 1-YR Rainfall=2.98" Prepared by Kimley-Horn Printed 4/1/2022 Prepared by Kimley-Hom Pdnted 4/1/2022 Prepared by Kimley-Horn Pdnted 4/1/2022 Prepared by Kimley-Horn Printed 4/1/2022 HydroCAD®10.10-5a sin 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 Pepe 4 HydroCAD®10.10-5e s/n 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 BIB 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 elf, 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%Pervious Area Tc Length Slope Velocity Capacity Description 1.440 100.00%Pervious Area Tc Length Slope Velocity Capacity Description 0.110 100.00%Pervious Area To Length Slope Velocity Capacity Description J YJ (min) (feet) (ff/ft) (ft/sec) (cfs) (min) (feet) (fUft) (if/sec) (cfs) (min) (feet) (ff/ft) (if/sec) (cfs) 5.0 Direct Entry, 9.0 Direct Entry, 5.0 Direct Entry, PRE (TOTAL) POST (D TAINED) POST( YPASS) Subcatchment 1S: PRE (TOTAL) Hydrogreph Subcatchment 3S: POST (DETAINED) Hytlrogrnph Subcatchment 4S: POST (BYPASS) Hytlrogreph ■ Runaff ■ Run°tt 01 ■Runup 0.1 "tsm s.,sas - f I I 1-YR Rain ` I o., I-2.9 " 15P ` n v SWM 6L 1 0 Runoff Area Runoff Volu a ' 01 °,,, °' o: ac cf 75" u o Area=O"110 Volume=299 ff De t Runoff � in COMBINED ° p. pp 1 2 3 4 5 6] B 91011121314151fi 1]1819202122232425282]282B 3p 3132933435369]30394p Ti1M p1°YR) pp 1 2 3 4 56 ] B 91011121314151fi 1]181 9202122232A Z52B 2]28293p 3132999435369]3B 394p Tim! (F°YR) 0 1 2 9 / 6 8 1 B 91011121314151fi 1]16192021222324262fi 2]28293p 3132333433363]383940 nme p10Yf31 Subcat Reach on Link Routing Diagram Tor Wewa-GreanMler HydroCAD Prepared by Kimley-Horn, Printed 4/1r2022 H1draCADa 10.i0.5a aln 09843 ®2020 HydroCAD Sopvrdre 5dWms LLC Wawa -Greenbrier HydroCAD Type 1124hr 1-YR Rainfall=2.98" Wawa -Greenbrier HydroCAD Type II 24hr 1-YR Rainfall=2.98" Wawa -Greenbrier HydroCAD Type 1124hr 1-YR Rainfall=2.98" Wawa -Greenbrier HydroCAD Type 1124hr 1-YR RainfalF-2.98" Wawa -Greenbrier HydroCAD Type 1124hr 1-YR RainfalF-2.98" 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-Horn Printed 4/1/2022 Prepared by Kimley-Horn Printed 4/1/2022 HydroCAD®10.10-5a s/n 09843 ®2020 HydroCAD Software Solutions LLC Page 6 HydroCAD®10.10-Sa s/n 09843 ®2020 HydroCAD Software Solutions LLC Pape 7 HydroCAD®10.10-Sa s/n 09843 ©2020 HydroCAD Software Solutions LLC Page 8 HydroCAD®10.10-Sa s/n 09843 ®2020 HydroCAD Software Solutions LLC Pege 9 HydroCAD®10.10-5a sin 09843 ®2020 HydroCAD Software Solutions LLC Pane 10 Summary for Pond 15P: SWM rimary OutFlow Max=1.13 cfs @ 12.21 hrs HW=447.72' TW=442.t0' (Fixed TW Elev=442.10') Stage -Discharge for Pond 15P: SWM Stage -Area -Storage for Pond 15P: SWM Summary for Link 6L: COMBINED Inflow Area = 82,726 sf, 0.00% Impervious, Inflow Depth = 2.43" for 1-YR evert =Culvert (Passes 1.13 cfs of 10.26 cfs potential Flow) fp ¢r2�=0rificelGrate Elevation Primary Elevation Primary Elevation Primary Elevation Primary Elevation Storage Elevation Storage Inflow Area = 67,518 sf, 0.00% Impervious, Inflow Depth = 2.31" for 1-YR evert Inflow = 5.18 cfs @ 12.00 hrs, Volume= 12,701 cF Outflow = 1.13 cfs @ 12.21 hrs, Volume= t2,701 cf, Atten= 78%, Lag= 12.4 min Primary = 1.13 cfs @ 12.21 hrs, Volume= 12,701 cf Routing by Stor-Ind method, Time Span= 0.00-40.00 his, dt= 0.01 his Peak Elev= 447.72' @ 12.21 hrs Surf.Aroa= 968 sf Storage= 4,046 d (Orifice Controls 0.97 cfs @ 11.08 fps) �3=0rificelGrate (Orifice Controls 0.16 cis @ 1.59 fps) ���444---Sharp•Crested Rectangular Weir (Controls 0.00 cfs) Pond 15P: SWM rtyaoarapn (feet) (cfs) 442.26 0.00 442.31 0.01 442.36 0.02 442.41 0.05 442.46 0.08 442.51 0.12 (feefl (cfs) (feet) (ds) (feet) (cis) 450.06 3.67 450.11 3.70 450.16 3.73 450.21 3.78 450.26 3.79 450.31 3.82 (feet) (cubio-fee0 442.26 0 442.36 0 442.46 0 442.56 1 442.66 2 4az.7s a (feet) (cubic -feet) 447.46 3,807 447.58 3,899 447.66 3,99t 447.76 4,083 447.86 4,175 4azss a,zss Inflow = 1.16 cfs @ 12.21 hrs, Volume= 13,000 of Primary = 1.16 cfs @ 12.21 hrs, Volume= 13,000 cf, Atten= 0%, Lag= 0.0 min Primary outflow Inflow, Time Span= 0.00-00.00 hrs, dt= 0.01 hrs Link 6L: COMBINED 444.86 O.ss 444.91 0.86 444.98 0.67 445.01 0.68 445.06 0.68 44s.11 0.89 447.46 0.94 447.51 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 of (100% of inflow) Center -of -Mass det. time= 28.1 min (810.8 - 782.6) Volume Invert Avail.Storage Storage Description 442.56 0.15 442.61 0.18 442.88 0.20 442.71 0.22 442.78 0.24 442.81 0.26 442.86 0.28 442.91 0.29 442.96 0.31 443.01 0.32 443.06 0.33 443.11 0.35 443.16 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 0.76 445.76 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 2.24 450.36 3.88 450.41 3.89 450.48 3.91 450.51 3.94 450.58 3.97 450.61 4.00 450.68 4.03 450.71 4.06 450.76 4.09 450.81 4.12 450.66 4.14 450.91 4.17 450.98 4.20 442.86 8 442.98 8 443.08 11 443.16 15 443.28 18 443.36 23 443.46 27 443.58 87 443.66 183 443.78 280 443.86 375 443.96 471 444.08 566 448.06 4,359 448.16 4,451 448.26 4,543 448.36 4,636 448.48 4,729 448.56 4,823 448.fis 4,918 448.78 5,018 448.86 5,116 448.98 5,218 449.06 5,322 449.16 5,426 449.26 5,537 ��� ■ iYnow ■Primary I � f ■Primary ' r #1 442.26' 58 cf 15.0" Round Pipe Storage L=47.5' 5=0.0260 '/' #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= 36.9' S= 0.0429'f #4 445.44' 26 of 15.0" Routh Pipe Storage t T � '� a € 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 � " #5 445.85' 39 cf 15.0" Round Pipe Storage L= 32.0' S= 0.0050 '/' z 443.28 0.38 443.31 0.39 445.88 0.78 445.91 0.78 448.48 2.36 448.51 2.42 451.08 4.25 451.11 4.28 444.26 754 444.36 847 449.46 5,781 449.56 5,876 s #6 445.91' 42 cf 15.0" Round Pipe Storage L= 34.0' S= 0.0050 'f #7 448.44' 88 of 15.0" Round Pipe Storage L=72.0' S=0.0050 'f #S 448.90' 223 cf 15.0" Round Pipe Storage L= 182.0' $= 0.0061 P #9 448.90' 59 cf 15.0" Round Pipe Storage L=48.0' S=0.0245'r 443.36 0.41 443.41 0.42 443.46 0.43 443.51 0.44 443.56 0.45 443.61 0.46 443.68 0.47 443.71 0.48 443.78 0.49 445.96 0.79 446.01 0.80 446.06 0.80 446.11 0.81 446.16 0.81 446.21 0.82 446.26 0.82 448.31 0.83 446.3fi 0.83 448.56 2.47 448.61 2.53 448.66 2.58 448.71 2.63 448.76 2.68 448.81 2.72 448.86 2.77 448.91 2.81 448.98 2.86 451.16 4.31 451.21 4.33 451.28 4.36 451.31 4.53 451.36 4.82 451.41 5.19 451.48 5.62 451.51 6.10 451.58 6.83 444.46 940 444.56 1,033 444.66 1,125 444.76 1,217 444.86 1,309 444.96 1,401 445.08 1,493 445.16 1,585 445.2fi 1,677 449.66 5,992 449.76 6,109 449.86 6,226 449.96 8,344 450.06 6,481 450.16 6,579 450.28 6,695 450.36 6,810 450.46 8,923 ' fi / p , : a-4 5 8) B 9 10,112131415181]1a 19202122232425282]28293031329331%%97383940 nrre (hoYRJ ,.1.a. � 0 , z 3 4 8 B 7 9 s ,n,nzla,a1s1e171e,azpz, zz23z4mzez72ez9ao31 sz33 s+35se srse394o n,r tea) #10 450.18' 113 cf 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 6,845 L=92.0' 5=0.0055'P 443.88 0.50 443.91 0.51 443.96 0.52 448.46 0.84 446.51 0.85 446.56 0.85 449.06 2.94 449.11 2.99 449.16 3.03 451.88 7.81 451.71 8.45 451.78 9.12 445.46 1,881 445.58 1,953 445.66 2,047 450.68 8,965 450.78 6,985 450.86 7,004 7,094 cf Total Available Storage Elevation Surf.Area Inc.Store Cum.Store (feet) (sq-fl) (cubic -feet) (cubic -feet) 444.01 0.53 444.06 0.54 444.11 0.55 446.61 0.88 446.66 0.86 446.71 0.87 449.21 3.07 449.26 3.N 449.31 3.14 451.81 9.83 451.86 10.56 451.91 11.32 445.78 2,141 445.86 2,237 445.96 2,334 450.96 7,021 451.06 7,036 451.16 7,049 443.50 968 0 0 444.18 0.55 446.76 0.87 449.36 3.18 448.06 2,433 451.26 7,080 450.46 968 8,737 6,737 444.21 0.56 446.81 0.88 449.41 3.22 446.16 2,534 451.36 7,070 444.28 0.57 446.88 0.88 449.48 3.28 448.28 2,835 451.48 7,079 Device Routing Invert Outlet Devices 444.31 0.58 444.38 0.58 444.41 0.59 444.46 0.60 444.51 0.81 444.56 0.61 444.61 0.62 444.66 0.83 446.91 0.89 448.98 0.89 447.01 0.90 447.06 0.90 447.11 0.91 447.16 0.91 447.21 0.92 447.26 0.92 449.51 3.29 449.56 3.33 449.61 3.37 449.66 3.40 449.71 3.44 449.76 3.47 449.81 3.50 449.88 3.54 448.36 2,737 448.4s 2,840 446.56 2,942 446.66 3,043 448.78 3,143 446.86 3,242 448.98 3,339 447.06 3,435 451.56 7,088 451.86 7,090 451.76 7,093 451.86 7,094 #1 Primary 442.26' 15.0" Round Culvert L= 56.3' Ke= 0.900 Inlet / Outlet Invert-- 442.26' / 438.47' S= 0.0673'f Cc= 0.900 n= 0.013, Flow Area= 1.23 sf #2 Device 1 442.26' 4.0" Vert. Orifice/Grate C= 0.600 Limited to weir Flow at low heads if3 Device 1 447.50' 8.0" Vert. Orifice/Grate C= 0.600 Limited to weir Flow at low heads ff4 Device 1 451.26' 4.0'long Sharp -Crested Rectangular Weir 2 End Contractions) 444.71 0.63 447.31 0.93 449.91 3.57 447.16 3,529 444.78 0.84 447.38 0.93 449.98 3.80 447.28 3,823 444.81 0.65 447.41 0.94 450.01 3.64 447.36 3,715 3 H 0 O tL W K z z 0 O K _ 0 R4 E N N O N M E 0) a T 0 U U T m 0 A C } (n m N m N o N u \ W m Q a \ p -o N C ° C O W m E 0 y Z o (n Q T (n Q 0 10-YEAR STORMWATER MANAGEMENT ROUTING SUMMARY w ~ � 3 Ld m W n o L W m Wawa - Greenbrier HydroCAD Type 1124-hr 10-YR Rainfall=5.44" Wawa - Greenbrier HydroCAD Type 1124-hr 10-YR Rairil ll=5.44" Wawa - Greenbrier HydroCAD Type H 24-hr 10-YR Rainfall=5.44" Wawa - Greenbrier HydroCAD Type H 24-hr 10-YR Rainfall=5.44" U v; Prepared by Kimley-Hom Printed 4/1/2022 Prepared by Kimley-Hom Printed 4/l/2022 Prepared by Kimley-Hom Printed 4/1/2022 Prepared by Kimley-Hom Printed 4/1/2022 W := HydroCAD010.10-5a str 09843 @ 2020 HydroCAD Software Solutions LLC Page 11 Hydrol 10.10-Se s/n 09843 @ 2020 HydroCAD Software Solutions LLC Page 12 HydroCAD@ 10.10-5a am 09843 @ 2020 HydroCAD Software Solutions LLC Page 13 HydroCAD010.10-5a am 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 0 0 a Runoff = 6.98 cfs @ 11.96 hrs, Volume= 14,460 cf, Depth= 3.98" Runoff = 9.92 cfs @ 12.00 hire, Volume= 25,382 cf, Depth= 4.86" Runoff = 0.50 cfs @ 11.96 hire, Volume= 980 cf, Depth= 2.45" Inflow Area = 62,726 sf, 0.00% Impervious, Inflow Depth = 4.86" for 10-YR event � c Inflow = 9.92 cfs @ 12.00 hrs, 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 hrs, dt= 0.01 hire Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-40.00 hire, dt= 0.01 hire Outflow = 5.89 cfs @ 12.10 hrs, Volume= 25,382 cf, Atten= 41%, Lag= 5.9 min c `o Type II 24-hr 10-YR Rainfall=5.44" Type II 24-hr 10-YR Rainfall=5.44" Type II 24-hr 10-YR Rainfall=5.44" Primary = 5.89 dis @ 12.10 hrs, Volume= 25,382 cf Area (al ON Description Area (al ON Description Area (al ON Description Routing by Stor-Ind method, Time Span= 0.00-40.00 hrs, dt= 0.01 hire N N w 1.000 87 1.440 95 0.110 71 Peak Elev= 451.49' @ 12.10 him Surf.Area= 1,040 sf Storage= 7,081 of U Q 1.000 To Length 9 100.00% Pervious Area Sloe Velocity Capacity P P Description h P 1.440 100.00% Pervious Area To Length Sloe Velocity Capacity Description 9 P c) P H9 0.110 100.00% Pervious Area Tc Len th Sloe Velocity Capacity Description P P s)O E y T 1 S Plug -Flow detention time= 24.8 min calculated for 25,375 of (100% of inflow) Center -of -Mass det. time= 24.8 min ( 789.9 - 765.2) z > w o n 3S 4S (min) (feet) (ff/ft) (it/sec) c) (cfs) (min) (feet) (fUft) (fVsec) (cfs) (min) (feet) (fUft) (itlsec) (cfs) l z Volume Invert Avail.Storage Storage Description C O� 5.0 Direct Entry, 9.0 Direct Entry, 5.0 Direct Entry, 0 - #1 442.26' 58 cf L5.47 Round Srage O U O o PRE TOTAL POST (D TAINED) POST( YPASS) Subcatchment 1S: PRE (TOTAL) Subcatchment 3S: POST (DETAINED) Subcatchment 4S: POST (BYPASS)Cl) 0.0260T #2 443.50' 6,400 of Custom Stage Data (Prismatic) Listed below(Recalc) - DO Hydr9graph xydr9graph Hydrograpn colds Q� z #3 447.92' 45 cf 15.07 Rand Pipe Storoog ^ p O , O 0. ■ Raaod c ®Runoff 11 ■ Raaan L= 36.9' S= 0.0429 T ^ Z N CD = 7 Type II 24-h #4 445.44' 26 cf 15.0" Round Pipe Storage Q 1° °i I 050 " I r o o 0 10-YRRainfall=5.44" 9 L= 21.0' s= 0.0050'P #5 445.66 39 of Ill Round Pipe Storage z LLJ o'er CO 10-YR Rainfall 0. .. 10-YR R fall=5.44 L= 32.0' S= 0.0050 7 O Cn � sRunoff 15P Area=1.000 ac Runoff Volume= 4,460 3 Runoff Runoff Area=1. Volume=25, 2 04 Runoff Area=0.110a #6 4a5sr a2 cf 15.0" Round Pipe Storage L=34.0' S=0.0050'P _� Z Y cf cf o. Runoff Volume=986 #7 448.44' 88 cf 15.0" Round Pipe Storage ww ° Runoff D -3.98" a y Runoff Depth-4.86" p, L=72.0' s=0.0050T wW = � �� a- 3 6L 3 4 n % LL Tc=9.0 min CN=95 ° �r Runoff Depth=2.45 Tc-5.0 min #8 448.9V 223 of 15.0" Round Pipe Storage L= 182.0' S0.0061 'PSWM #s 448.9S9 cf 15.0" Round Pipe Storage Y� NJJ -. ° - C N =71 L= 48.0' S= 0.0245 T N- O ° COMBINED 3 0.1 #10 450.18' 113cf 15.0" Round Pipe Storage 5 L= 92.0' s= p K7 a1 7,094 of Total Availablele Storage w ° Elevation Surf.Area Inc.Slore Cum.Store M o 0 (feet) (sg-ft) (cubic -feet) (cubio-feet) N 0 1 2 3 4 5 6 7 8 9 10111213141516171819202122232425262._.. ]2829303132333435363]38394p O t 2 3 4 5 fi I B 91011 121314151fi 1]181920212223 2425262]28293031323334353fi 3]383940 0 1 2 3 4 5 fi] 8 91011121314151fi 1]18192021222324252fi 2]28293031 32 3334 35 3fi 3] 383940 443.50 968 0 0 Time (noun) Time (hours) Time (hour) v0 450.46 968 6,737 6,737 m r Device Routing Invert Outlet Devices , T r1rH #1 Primary 442.26' 15.0" Round Culvert L= 56.3' Ke= 0.900 c OF 0 v Inlet / Outlet Invert-- 442.26' / 438.47' S= 0.0673 Y Cc= 0.900 n= 0.013, Flow Area= 1.23 sf of c #2 Device 1 442.26' 4.0" Vert. OrificelGrate C= 0.600 Limited to weir Flow at low heads 1 � #3 Device 1 447.50' 8.0" Vert. Orifice/Grate C= 0.600 Limited to weir Flow at low heads #4 Device 1 451.26' 4.0' long Sharp -Crested Rectangular Weir 2 End Contraction(s) V RYA . PERKINS 9 n Subcat Reach on Link Routing Diagram for Wawa- Greenbrier IllLiD. N0. 046565 o a Prepared by Kimley-Hprn, Printed 4/1/2022 HydroCADD 10.10.5a e o 09843 a 2DW HoroCAD Software SAW. LLC 2 �O E v At TONAL ° 0 m U N N O N WLn awa -Greenbrier HydroCAD Type ll 24-hr 10-YRRainfall=5.44" Wawa -Greenbrier HydroCAD Type 1124-hr 10-YR RainfalF-5.44" Wawa -Greenbrier HydroCAD Type 1124-hr 10-YRRainfall=5.44" Wawa -Greenbrier HydroCAD Type 1124-hr 10-YR RainfalF-5.44" w GO O LJ N = 0 Prepared by Kimley-Hom 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 = L(� 1--I'7 Cn Cn m m HydroCAD@ 10.10-5a s/r 09843 @ 2020 HydroCAD Software Solutions LLC Page 15 HydroCAD@ 10.10-Sa s/n 09843 @ 2020 HydroCAD Software Solutions LLC Pane 16 HydroCADO 10.10-5a s/n 09843 @ 2020 HydroCAD Software Solutions LLC Page 17 HydroCAD@ 10.10-5a s/n 09843 @ 2020 HydroCAD Software Solutions LLC Paoe 18 W o N o m 0 a "o Stage -Discharge for Pond 15P: SWM Stage -Area -Storage for Pond 15P: SWM Summary for Link 6L: COMBINED Q r7 = O \ w J Z 0 Z 3 Y 0 3 dtFlow mary OuMax=5.77 cis @ 12.10 hrs HW=451.48' TW=442.10' (Fixed TW Elev= 442.10') Y N a v) a w =Culvert (Passes 5.77 cis of 13.67 cis potential flow) Elevation Primary Elevation Primary Elevation Primary Elevation Primary Elevation Storage Elevation Storage Inflow Area = 67,518 sf, 0.00% Impervious, Inflow Depth = 4.69" for 10-1'R event vOi o o -Orifice/Grate (Orifice Controls 1.26 efs @ 14.48 fps) (feet) (cfs) (feet) (cfs) (feet) ids) (feet) (cfs) (feet) (cubio-feet) (feet) (cubic -feet) Inflow = 6.00 cfs @ 12.10 hrs, Volume= 26,362 of 3=Orifice/Grate (Orifice Controls 3.21 Cfs @ 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 cf, Atten= 0%, Lag= 0.0 min 3 -Sharp-Crested Rectangular Weir (Weir Controls 1.29 cfs @ 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= 0.00-00.00 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 HylYograph 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 `m ■ m3ow 442.56 442.61 0.15 445.16 0.18 445.21 0.69 447.76 0.70 447.81 1.19 1.28 450.36 450.41 3.86 3.89 442.86 442.96 6 8 448.06 4,359 448.16 4,451 Hyisograph / c mow, ■Pnmery 442.66 442.71 0.20 445.26 0.22 445.31 0.71 447.86 0.71 447.91 1.37 1.47 450.46 450.51 3.91 3.94 443.06 443.16 11 15 448.26 4,543 448.36 4,636 Imo, ILy` g 10 442.78 0.24 445.38 0.72 447.98 1.58 450.58 3.97 443.28 18 448.48 4,729 e.ro de. ■Pnmery I f O W 0 aIt V 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 4.03 443.36 443.46 23 27 448.56 4,823 448.66 4,918 a F- 442.91 0.29 445.51 0.74 448.11 1.89 450.71 4.06 443.56 87 448.76 5,016 n ] 443.01 443.01 0.31 445.61 0.32 445.81 0.74 448.21 0.75 448.21 1.04 2.04 450.81 450.81 4.12 4.12 443.76 443.78 183 280 448.96 5,118 448.96 5,218 Uj 443.06 0.33 445.66 0.76 448.26 2.11 450.86 4.14 443.86 375 449.06 5.322 'u 443.11 0.35 445.71 0.76 448.31 2.18 450.91 4.17 443.96 471 449.16 5,428 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 � v .L. 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 4.28 444.26 444.36 754 847 449A6 5,761 449.56 5,876 LL 3 443.36 0.41 445.96 0.79 448.56 2.47 451.16 4.31 444.46 940 449.66 5,992 0 T 2 443.41 443.46 0.42 446.01 0.43 446.06 0.80 448.61 0.80 448.66 2.63 2.58 451.21 451.26 4.33 4.36 444.56 444.66 1,033 1,125 449.76 6,109 449.86 6,226 Z c 1 443.51 0.44 446.11 0.81 448.71 2.63 451.31 4.53 444.76 1,217 449.96 6,344 1 0 443.56 0.45 446.16 0.81 448.76 2.68 451.36 4.82 444.86 1,309 450.06 6,461 -00 m 0 1 2 3 4 5 e 7 8 9101112131415161718192021222324252827MnW31MWM35W37383940 443.61 443.88 0.46 446.21 0.47 446.28 0.82 448.81 0.82 448.88 2.72 2.77 451.41 451.48 5.19 5.62 444.96 445.06 1,401 1,493 450.16 6,579 450.28 6,895 ', O 0 1443.76 7YIN (Mum)443.71 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 6.63 445.16 445.26 1,585 1,677 450.36 6,810 450.46 6,923 0 1 2 3 4 5 6 7 8 9 101112131415161719192°2122232425262]2829303132333435363]383940 Time (home) 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 r ^ 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 J O 0 443.96 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 v 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 w 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 2,737 451.56 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 3.60 447.16 447.26 3,529 3,623 Q 444.81 0.65 447.41 0.94 450.01 3.64 447.36 3,715 m ZL WI 1 1 C m WN M a � T, I� v V m \ W N y N U U S III Z 1 1 1 m LU n m 3: 1e-eale I1r� 1 1 0 o z 0 A/ 0 O m O II J4� C, !�� V W 5 3 J m Q w rn W o m J C Q N E SHEET NUMBER 0 s CG-504 U C N v 0 0 0 v Q C O C `0 T 1 0 0 0 ° r 3 v a 0 L Ut U C Ui 0 U 0 N Q D C O _ T E c 0 0 0 v c D c 0 0 3 N O `o J Q O it v � r z' 3 Z Q 0 - o I Y 3 n Z n F D J o v � r m .- L C o v c 0 Q :J v L 0 v o n ° c E m _ v v O TJ 0 C O v u, T � V v m N U J v 0 0 c o I n N � 3 3 L 0 U c E U 3 0 )J - n N h h u C > O �v 0 ;J o Y � a Y w U v a E v v n O O Z) O v V v � v d� v Nv U n '> E v N U m O C n v J E Q N yJ C c Y ° z v Q 0 I E Y n r U � n °r' I c 7 J � v 0 a U m O � J � N v 0 ° Y c 0 n a v C U O � 0 n v 5 c v .L. � 3 v L - w 0 0 J - U .% E n U O o N 0 L Z ~ l C_ � _ - - --- _ 11 - wm � 100A EP � -- SWM3 --, PAVED > U WM 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 PENTA R-TANKHD -ELEVATION CUT AN'I IN THE FABRIC ENVELOPE THAT IS SLIGHTLY LARGER THAN THE PIPE. PULL THE FABRIC FLAPS AROUND THE PIPE, AND SEAL WITH A STAINLESS STEEL BAND. GEOTEXTILE 9 d - 9 R-TANKHD SYSTEM OVERLAY SCALE: 1" = 10' END ina i.-ie ne iiiu IMil eeee eeee eeee ueen-�,y -nuee leeU a "1�(tlJe JIIeI enne enne .eeee NO eeee eeee. ee-�..e.'.e-eeee„eieee. •e e` GEOMETRY: LOAD RATING: LENGTH = 28.15 IN. (715 MM) 33.4 PSI, (MODULE ONLY) WIDTH = 16.76 IN. (400 MM) HS20, (WITH ACF COVER SYSTEM) HEIGHT = 83.46 IN. (2120 MM) MATERIAL: TANK VOLUME = 21.41 CF 100% RECYCLED POLYPROPYLENE STORAGE VOLUME = 20.34 CF SMALL PLATES PER VOID INTERNAL VOLUME: 95% SEGMENTITOTAL: VOID SURFACE AREA: 90% 5/25 PENTA R-TANKHD - MODULE DETAIL GEOTEXTILE FABRIC OVER ACF R-TANK NOTE: PIPE MUST BUTT DIRECTLY 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 AFTERTANKWRAPIS SECURED TO 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 FABRIC COLLAR TO FIT OUTSIDE DIAMETER OF INLET/OUTLET PIPE : 5.0'- I PIPE 120ZISY NON -WOVEN GEOTEXTILE, TRIM AS NEEDED o pIP� +1, +l I GEOTEXTILE FABRIC OVER AI PIPE O.D STAINLESS III STEEL BAND 1u STAINLESS STEEL f FRONT VIEW OF GEOTEXTILE BOOT SIDE VIEW OF GEOTEXTILE BOOT R-TANKHD TYPICAL TANK INLET/OUTLET W/ GEOTEXTILE PIPE BOOT DETAIL L 120 0 10, 2V SCALE 1' = 10' R-TANKHD QUANTITIES R-TANKNO 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) 6 OZ NON -WOVEN GEOTEXTILE EXCAVATION WRAP 3,973 SF 441 S ( Y) 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 a� o e pl7 'ao V QIt I �LL 0 W= =W � W 7 O ,69 8ui � C o -t OW pz owgf LL LL } Q� LU O��Z F_ W WLU Q �ul(20 Q (.9 m " Q fn DVB 11/24Y21 e,erw 1 of 6 02 V wy s� o� LL p1 aW m O W mY 0 K O 93 sum OLL E W a 0 LL >LU o Qa oo jz Z W W } W J z (nm0_(9 W m W Z x Wcl Q(9m W F JIII X Q :n 17T 11/24/21 erarw 3 of 6 15" INLET PIPE CONNECTION 15" OUTLET PIPE CONNECTION 15" INLET PII CONNECTR 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 (T) 443.25 MIN. STONE PERIMETER WIDTH 2.0 FT SEE SHEETS 3 -6 FOR DETAILS AND ADDITIONAL INFORMATION F7116fY PERIMETER GEOGRID (ACF BX-12) PLACED 12" ABOVE THE R-TANKHD SYSTEM. OVERLAP ADJACENT PANELS BY 18' MIN. GEOGRID SHOULD EXTEND 3' BEYOND THE EXCAVATION FOOTPRINT. R-TANKHD UNITS WRAPPED WITH 8 OZ. NON -WOVEN GEOTEXTILE (OR EQUAL) EXCAVATION WRAPPED WITH 8 OZ. NON -WOVEN GEOTEXTILE (OR EQUAL) 12^MAINTENANCE PORT INLET PIPE ONNECTION 0 5' 10' SCALE V = 5' R-TANKND TANK WRAP & EXCAVATION ENVELOPE DETAIL PAVED SURFACE e �Z a� WLL a � oN rc� 00 w� � �W 9 O E C .0,6 V W rc j3l z. Ro- zM W owl tLLp/ L C] a 0 >o g zz �_ I- W_O111 } Ix J Z (� m X O Z ZWW� Q(.Dm W 0 Q U) DVB 11/2M21 e,mw 2of6 TOTAL COVER: 20" MINIMUM AND 64' MAXIMUM. FIRST 12" MUST BE NOTES: r� e 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 MAY BE 2. INSTALLATIONS PER THIS DETAIL MEET GUIDELINES OF HL-93 LOADING PER THE AASHTO LRFD STRUCTURAL FILL (SPEC SECTION 2.03C): STONE OR SOIL (USCS BRIDGE DESIGN SPECIFICATIONS, CUSTOMARY U.S. UNITS, 7TH EDITION, 2014 WITH 2O15 AND 2016 6AT REF. v E CLASS SM, SP, SW, GM, GP OR GW) WITH MAX CLAY CONTENT<10%, INTERIM REVISIONS. `a 1, 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 q- 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 A 2.0(r 2.00"SPACING REF. '� u & TOTAL HEIGHT OF TOP BACKFILL SHOULD NOT EXCEED 7'. CONTACT (SPEC SECTION 2.03A) TO PROVIDE A LEVEL BASE. SURFACE MUST BE SMOOTH, FREE OF LUMPS gog ACF ENVIRONMENTAL IF MORE THAN 7' OR LESS THAN 20" OF TOP OR DEBRIS, AND EXTEND Z BEYOND R-TANKHD FOOTPRINT. W BACKFILL IS REQUIRED (FROM TOP OF TANK TO TOP OF PAVEMENT). _ GEOGRID ACF BX-12 PLACED 1T ABOVE THE R-TANKHD SYSTEM. 5.00' - W z OVERLAP ADJACENT PANELS BY 18" MIN. GEOGRID SHOULD EXTEND .a• 3' BEYOND THE EXCAVATION FOOTPRINT. m mae o 0 0 0 0 0 0 0 0 0 o m e e T o 0 0 0 0 0 0 0 0 0 o000000000 PAVED UTILITY MARKERS AT SURFACE /�36 (0.91 m) MIN COVER FROM FINISH CORNERS (TYP.) / GRADE TO TOP OF TANK: mmoo 0 0 0 0 0 0 0 0 0 00. m m o 0 0 0 0 0 0 0 0 0 0 0 0 0 000 00 75-TYP. B ILN < Y 20' (0.51 m) MIN. = 84. 2.13 MAX. o m - ( ) C L e l e"oa.. o eeeaa000000aooaoao. .,III 12"(0.30 m) - -III a 000e, oaooeoa"00000"aaa000a ""�11 T eee"e""e"e"ee"oeo""" ��o _. F_ - OPTIONAL 200' eeeun eoee oaoeee000 000e W 6 3 L _ OVERFLOW 00 38" TYP. - PIPE 00.3W TYP. `/ o z m INLET PIPE - - - - - 1.00" SPACING REF. z vw g . ., ...- - OPTIONAL mob F LL m I OUTLET _. ♦ _ 00.38"TYP. o / PIPE II - o 3"(0.08m)MIN. �l 1 �' 111111111111-ii1ill it -I dill- 1�-- -I II vmsd_ 1.00' TYP. 24' (0.61 m) R-TANKHD UNITS LOAD RATING: 33A PSI (MODULE ONLY) BASE: 3" MIN. BEDDING MATERIAL (SPEC SECTION SIDE BACKFILL' 24" MIN. OF FREE DRAINING SIZE A B 2.03A) MAY BE STONE (<1.5") OR SOIL (USCS CLASS GW, BACKFILL (SPEC SECTION 2.03B): STONE <1.5" GP, SW OR SP). MUST BE FREE OFF LUMPS AND DEBRIS, OR SOIL (USCS CLASS GW, GP, SW OR SP). 23" x 24" 23" 26.51" SUBGRADE / EXCAVATION LINE: COMPACT PER AND EXTEND 2' BEYOND R-TANKH . COMPACT PER MUST BE FREE FROM LUMPS, DEBRIS AND 28" 30" 28" 33.15" SPEC SECTION 3.02 D. A BEARING CAPACITY SPEC SECTION 3.03 A. NATIVE SOILS MAY BE USED IF OTHER SHARP OBJECTS. SPREAD EVENLY TO OF PSF x 1n Q U) 2,000 MUST BE ACHIEVED PRIOR TO THEY MEET THE REQUIREMENTS OF SPEC SECTION PREVENT R-TANKHD MOVEMENT. COMPACT INSTALLING R-TANeD 34" x 36" 34" 38.69" J > 0 2.03A AND ARE ACCEPTED BY OWNER'S ENGINEER. SIDE BACKFILL WITH POWERED MECHANICAL W..25" TOIERANCEON DIMENSIONS Q Q (7 CO IN 12" LIFTS (PER SPEC SECTION F- AACTOR j Z R-TANKHD & HS-20 LOADS - SECTION VIEW TRASHGUARD PLUS PRETREATMENT DETAIL Q O FWUF (n -WQ 1. TES PORT IS USED TO PUMP WATER INTO THE SYSTEM 16.25" FRAME REINFORCED CONCRETE COLLAR AND COVER m Ix (D Z Q AND RE -SUSPEND ACCUMULATED SEDIMENT SO THAT IT (WHERE REQUIRED), p (n W g MAY BE PUMPED OUT. 12" DIA PVC MIN. 1"CLEARANCE FROM PVC MAINTENANCE PORT NON -CORROSIVE HOSE CLAMP {1 W W 2. MINIMUM REQUIRED MAINTENANCE INCLUDES A PAVED SURFACE Z QUARTERLY INSPECTION DURING THE FIRST YEAR OF m ULI F OPERATION AND A YEARLY INSPECTION THEREAFTER. BACKFILL COMPACTED TO 95% GEOTEXTILE �y H ' J STANDARD PROCTOR DENSITY FLUSH AS NEEDED. (AS SPECIFIED) Q (n 3. ONLY R-TANKHD AND R-TANKBO MAY BE USED IN TRAFFIC APPLICATIONS. GEOGRID 12 4. SEE TRAFFIC LOADING DETAIL FOR MINIMUM & MAXIMUM (REQUIRED IN TRAFFIC AREAS) > . ego COVER REQUIREMENTS. I 1" +/- VENTING PERFORATIONS 5. IF MAINTENANCE PORT IS LOCATED IN A NON -TRAFFIC • • • 1I AREA, A PLASTIC CAP CAN BE USED IN LEU OF A FRAME n15" / AND COVER WITH CONCRETE COLLAR. 8" NOTCHES CUT IN SHADED AREAS (8 OPENINGS TOTAL) DVB 11/2M21 I';.. PIPE NOTCHING PATTERN NON -CORROSIVE SOLID PLATE NOTCH BOTTOM OF PIPE PLASTIC, SLATE OR EQUIVALENT (SEE PATTERN) R-TANKHD TYPICAL MAINTENANCE PORT 4 of 6 > W of 0 Z (n Q In W Z Q O �> W z � W Ld W (n U (10 O IN N IM N L�Q z, 0 �o Wz �o U= Z ou O� N � O DO G Z 00 0 ZN aw�� c0 = Z~ W 0_O O n �O J :5 _Ld WLLJ Y Lua Z 0 � 04 U N J N O r N r� O N O O N O N LLJ O W Ln ODO -� H \ In a } > ° oC) O o m Q \ W Z Z y 1 N ¢ v ¢ w (Un O O U J W i Z `< 1 'Ark Z I11 N W WW I'z W O! ry O W J Q W m J Q SHEET NUMBER CG-505 U c m N 0 0 m m Q 0 O i T a) E Y O T d 0 'D L_ 3 m L ui 0 N Q U O O I E d c 0 0 2 O c O 0 3 N v Lo L J � Q o 11 N Y 3 Z Q 0 O I L Y '3 V � n E I � V 0 J � m N m S c N O od c 0 QL :J L m L 0 m o nL E c E m _ m v O O 0 C O in in T 3 V w m � 0 N 0 0 L Q M I n N � 3 3 L O U C s N 3 O I th h h o � C O J m O cL Y � n Y a E M C � V L V O T n C o ti in L a) q U E`> E 0 d m U 0 N O c al E J � - m yJ C_ C Y O Z in Q o I Y O L n w Z 9 J � v � a O M O Z J Go y N O O L U Y c 0 � am, n a v C N O L U n N 5 c O y � 3 m L w 0 0 J .. E n U D m � O L Z ~ 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. BACKFILL 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 ® O - . ,-' 3 . DUMP TRUCKS AND PAN HALL NOT BE OPERATED WITHIN THE R-TANK SYSTEM AT ANY TIME. WHERE U UC S SS O O S S - - NECESSARY THE HEAVY EQUIPMENT SHOULD UNLOAD IN AN AREA ADJACENT TO THE R-TANK SYSTEM AND ' -I THE MATERIAL SHOULD BE MOVED OVER THE SYSTEM WITH TRACKED EQUIPMENT. SPEC SECTION 3.06 B LLLI I I I I I I I. I_LL 7 4. ENSURE THAT ALL UNRELATED CONSTRUCTION TRAFFIC IS KEPT AWAY FROM THE LIMITS OF EXCAVATION =; LLLI R-TANK SYSTEM - -L LLL UNTIL THE PROJECT IS COMPLETE AND FINAL SURFACE MATERIALS ARE IN PLACE. NO NON -INSTALLATION ----------- _L r� LLLLLLLLLLLLLLL_L RELATED LOADING SHOULD BE ALLOWED OVER THE R-TANK SYSTEM UNTIL THE FINAL DESIGN SECTION HAS BEEN CONSTRUCTED (INCLUDING PAVEMENT). SPEC SECTION 3.05 C 5. SEE R-TANK INSTALLATION GUIDE OR CONTACT YOUR LOCAL ACE REPRESENTATIVE FOR ADDITIONAL INFORMATION. DUMP TRUCK DETAIL (SEE NOTE 3) LOW GROUND PRESSURE DOZER (10 TON MAX, SEE NOTE 2) R-TANKHD OR R-TANK8D UNITS HD: LOAD RATING: 33.4 PSI (MODULE ONLY) SD: LOAD RATING: 40 PSI (MODULE ONLY) 12" MIN. COVER ` ( SEE NOTES 1 & 2 . 17 SUBGRADE I 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-TANK$0 F _ - 24" MIN. COVER (SEEN TE 1) I. SMOOTH DRUM ROLLER VIBRATORY MODE (6 TON MAX, SEE NOTE 1) GEOGRID REINFORCEMENT LAYER ACE BX-12 I I=1 11= CONSTRUCTION EQUIPMENT COVER DETAIL - VEHICULAR TRAFFIC >o� Qo U z-. oN oi � oz V- sow 00 i o is z zw 1 z J z w 012 0 i E wY8 o� z z 02 W � ow. HLLce O LL J W O IY Ill 0 U Q U i 0 ZQ - V �_ Lu� aQZZ )Woo WWUQ Z J Z OZQFn (D Of W LU LU DOF- J - Q Z 0 U 0 Z H DVB 11/24/21 5 of 6 R-TANK SPECIFICATION PART 1-GENERAL PART 3-EXECUTION 1.01 RELATED DOCUMENTS &01 ASSEMBLYOFR-TANKUNITS A Drawings, technical spedficetbn antl general provisions of to Contract as modified herein apply to this section. A Assembly of modules and be performed in accordance with be R-Tank Installation Manual, Section 2. 1.M DESCRIPTION OF WORK INCLUDED 3.M LAYOUT AND EXCAVATION A Provbe excavaton and base preparation per gwtechniral engineer's remmmendafons and/or as shown on to design drawings, to provide adequate support for project design bads A Installer shall stake paid. excavate, and prepare the subgretle area to the required plan grades and clausal ensuring Met Me excavation is at least 2 feet greater Man R-Tank and m from excavator sidewall collapse. Excavations shall be in awmmence with Me owner's and OSHA requirements. fetY ce rll dimensions in each direction allowing for installation of eatextlle filter fabric R-Tank modules, and free draining backfill rretartals. 9 9 9 B. Provide and install 0/, or R-TankUlW system (eereager called R-Tank) and all related products iwlutling fill materials, geotextilea, geogritls, Inlet act Rurers B. All must be prepared with OSHA approved specs. titles and sufficienttraffic outlet pipe with connections per tie ma nuf guidelines provided in this section. machons p Me, manufacturers i im not part completed installation against damage tram other construction Vaffic by establishing a perimeter with high visibility construction tape, fandrg, berticebes, or star C. Protect pat] ash other by C. i cyst tilt cover, and Measuring tl. Provide and Including; section as specified. construct to rover of tire R-Tank system Indutling; shoe backficompletion meseo construction con Is me D. nk o the installation rea. Protact R-Tank system from construction traffic after insallation untilcpnpletion dell mnsimdiw aNvlry In theinstallMion area. of Me s uniform, lump or Standard soft ybldrg%digraphs361den edge minimum pounds per foot bearing capacity is required. D. Be.Saee of Me excetions: shall fact subgrade W 1. Standard MgS%of ASTM 0698 dens or Bred to Owners arknear. Applications: Compact s by engineer ApP P 9 ( 1 y required by 9 QUALITY CONTROL nntheMPmcbr 2. Infiltration in a with Me contract tlowmenb. saner, should notovthesnad inecnditio applications. ado : Subgretle shall bespreparedboute A. A Mmaation shall be mactor nufactured in ISO ceNfietlng facilities. a the camer'of Sensor All beteg shall be btheowner'sen sneer, whoilllla rove tocob E. team of q 9 vv 9 Pn placement 'orbsPar B. Installation der an r rg xpen thefollowingexperience: TShcsorennConditions: of as Manor of gone. l deadmsabetthebees Tank su g req ^9 Pa ry fag 9 pasty W Per co dabre.Tbeowners en ineer shall debrmine Me required beari ce d Mtite R-Tank sr retla'however Toro ceeeshalla beerin comedy of lass Man 2000 pounds ty d MmeR-Tall or equivalent years; and, 1. A minimum of Mree R-Tank vabn completed squaw fwt be of a volume Allwithin 2. A minimum d 25,000 cubic feeler storage volume completed whin 2 years. 1. If its am n soils ere encountered at the subgretle, or if the wbgretle is pumping or appeal exceesevety task, repair to area in awobance with contract documents ardor as 9. Contreda experience mgakeme be vmed If do, on, provkes anus Marks and review daring mor mecord directed by to ergioe headed, C. prosy y with sacbmra Installation Personnel: Parity. d only by skiltad workers colt satisfactory record of performarroe w bulk eaihwarlm, pipe, chamber, a poMgaMfill construction pralects d f per Par Me timer bible are observed during excavation, to engineer shallbe mhadea b provide remmmenbetiws. 2. If the at cars mere guys quality. Pa q y eare Do not add I s 3. DO trot atirt Installation OI Me R-Tank system UrNI rn80tleMdo eUb mtle wrbmone are corredea and to sub retle Cpmbelbn9 are accepted to owner's en ins&. Ya unsatisfactory g 8eY 9 D. G011traebr must have manufacturer's representative available for site review if requested by Owner. 3.. PREPARATION OF BASE !SUBMITTALS LS A. Piece role sf3"unlesseparses of material (Section 2., over Me cob rode to establish alevelweldsAfor Me Levels wfhin tY ( specified) 9 ( b g g platform A. A Submitproprmtl R-Tank layout tlrewirgs.Orewings sM1aII include typical section details es well as to required base elevation Mabm act tanks, minimum cover requirements and esAsu - t accepted by Me. %"ineed.)wan shown on Ua plena. Native subgretle sells doter mabrial9 may be used If determined! to meet Ua requirements M2.03 Aantl are acceptetl by the owner's n. tanood Spending. B. Submk manufacturers product data, including mmpessive strength and unit weight. manes 1. Spending! Applications: Static roll or otherwise compact bedding matelots awl they are bra eM mistaking. . C. Submit manufacturers Installation Instructions. 2. Applications:Bankingshell bewavaretl with to contract documents. D. Submit eempcatesfrgeoteevi samples wellbe mNmed Mthe COMredOr. flaccordance 8. Ouleralbn R-Tank system On to excaveiiw OOw using Spray paint or Walk line b enarre 82'patlmeter is evallade emuntl tiro R-Tank system tm proper installation tlefadpof wrous E. material base course apt geogrdaaase co Submit material ceperienc ford gee materials. act composition d beckfill. and co c F. quireid, xp ce mq pecafietl 1.03. s in Section 1.03. Submit required a experience and personnel requirements d in Se O. ckennel s i sdu bthisnPecMwti01 mustbe submitted far review and approved prior to trio opening. Review package should include mind party Any proposedequaledataMa productr 3.04INSTALLATION THE weapon mWewetl performance data Met meets or excems safaris in Table 2.01 B. Wheredg is and install in removing winkles geemay,e a mtMmlm A Whom a geetabke wrap is specified on to stone base, cue strips to material lays gat. or m secure sandbags or to o As a of recommended can be damaged b eextmme treat smokl h Tit by Y ce. Pam 9 P 9 a9 Y AB b manufacturer. use to special adhesives santlbe s or sties ballast to secure oveer DELIVERY STORAGE AND HANDLING ohwer the o a prohibited. s wch ae ro m brchm an rod t itec P 9 9 P. P Da P antl hots usin a flame to tack tlwer ehere A A. Prose and damage UM materials antler tarpb protect from sunlight when time hors delivery to inataltatlon azceetls arse r (for clo per recommendations and to contract documents. The R-Tank unite shall beeeparelotl ham B. Wherein liner(forwnlainmenQ isspecified in lcerperection ks. rface.,entlatwo two weeks. antlonsdebris. materi lsshoromeonsm smooth surface. d,mud and onprooUeto fromnd min equip liner by ideric installeddncmrdamce with Section&OkA. Impervious Ilnerby accordance 3,WA. B. to innermost Me negotiate erbmtetl with equipment ate to mertetlals and site conditions, antl may include hand handm brNifls extension flits, etc. a site c Handling, P eq P PProPl YA ldon-woveng side by form uare comers lade side side in with tie design lateral nedesig arere required. It by placing Y g rg q 9 sq C. Install R-ghtedg C. Cold then Ca wester. edges ding 0e pndmetir of the R-Tank system. The tob ri nt as per sham on plans. ea are to be me design Missing with regdretl deal di oriented depth plans. and aD. 1. Care must be cod air temperature e64roust.degreestir bdmv as dasfic baC0are5 beige. when beraltirematerials ueper Matglatwo 1. Far HO. the should placed M ally at al to tank Brea veil elargeular Pelmetirawin s, stem. "iswillfield ia56w Mason lsmhed a withice frost 2. Do not use fiozenson dusrequire .day flake laced perwadd. mini haves revoftanks placedperpendmlarioallothertoms.If Nitais not shown in to construction drawings, it is simple field atljustrnenl tat will have minimal effect on to ovmall t all therta If the is not h he 9. Do cot build w frown ground or wet, eaturetetl or muddy wbgretle, rlast, ground or or e. system fporytlnt. Refer to Installation Guide for more details there �id es perpendicular end row re aired. 2. For is no p m 9 ie 1.P PPittotALLATIONCONFERENCE. p t D. Wrap the and Shames ccom endedby Cutuf sot eetae g will cover and encapsulatingfsmthe entire er prevent inb me R-Tank to p P w 9 p 9 P• system p M A A. Pit to Uedart a occur wit there eearrtatives from me design the ender contractor the excavation mniredor, Me K W 9 9 � gratthat system. e0taxtile12' was recommended manufacturer. Take reel carob avoid et(and, it ecfied impervious Thar during placement. Y P g by 9 9e g ( tap Peru ) ng p ncoinstallation manufacturers R-Tank Installation mnireclpq eM Me manufacturers representative. E. lacetl ra Inlet, outlet and any other pewtratlws d the ge (and flush up Me R-Tank) and Me Tier). These connections.Thec should be igrall ,odusy fabricapart be ttrenableM1 n the con addoptional eot hydraulic connections the ed win re between entl to shallbeeecuretlusin boots with stainlesssteel Y y 9 PIP. p unite.Thesemedle, 1.9 PROJECT CONDITIONS char ring l operations to prevent Diva from and changing Me imperyious liner (0 specified) or pipe. Connectlng pleas et Pipe demean Support papa b Trenches during n op nt pipe entlimpervious A A. forte R-Tank sysem wtb abet on -site activities b p R-Tank system. No bads msmata all non -installation ioMe wAASIA wHS20 traffic over the tlegree angles facilka unless oterwted imwritingis installed l ids of snu a against R-Tank system. Ensure entl dons is st R T nk begaCoordinateMa ndin allowed over Me m entlb npcem6hall loads higher then eafendem AASHTO HS20 Or HS25 depending woes ntatela batlbe desig i stand de g system, 9 ( Pa rg 19 1 heavier Monte em nlnany tnansnug int nance Posts on ene.N aminlallprts maintenance pod mall In on plans. l0'M eeCh InIBfBoutlet pOnnedian and wgtte F. Install nantl spade W slowed the system time. an time. r report forevery 2.500 InstallationGuiiden Pa n9 po ery , q po one square feel Install all ports as noted toper R-Tank Instillation Guide. maximum,i spacing Moms maintenance port far every 2ed B. from during R-Tank system installation. Protect adjacent work from damage dj G. pipes and vents as tl o drawings with b provide proper hydraulic The number and vents well dap ou the she install ventilationam C. All pre-treunitis systems to remove place and funrsbnai prior to oparetlpndte R-Tank system. AtldieonalpmireaMtentmpaures may be remov heavysedimentssedi Ab to a Iandsfor 0 degree and or wel hipipes Ventsamoflen used. using a 9g tlegree elbow with PVC pipe intoalantlecapetl area with'U'beM aventirg bollartl to inhibit taingress of debns.AgtouM iewel o the t el nstrisand during construction duetoincreased sediment bads. sediment needed tounitisopereble co pares or mndde or steel cover can be used. D. for Contractor is responsible for an damage to rem during construction. w Y 9 system 9 3.. BAC NG OF THE R-TANK UNITS PART 2 -PRODUCTS A. kfill a and fill with recommendedellMandela s as blows2.: RR ANK-Tan UNITS Place it 1. Place freey beeta (Se B) aruong to Id a M12'.syst Each lift Shell be placed the entire parameter such tM higher maximum thicknessR-Tank peher A A. R-Tsnk - lit Injection rookie Isstictank ataca to form modular structure of retlesl red height costars far each mead. 1 P PI P 9 9( p l ) n Me side Ma,ith Beet lift to normre tan 24'hi her than to abe beckflll alp an star lacetbnw to etlmeter of the R-Tank m. No fill shall placed overt dtanks unlit Me side betlbll prom 24' than a ba an roc over 9 n9 Y P system. P op B. Charmed R-Tank unit shall meet to fallowing Physical 8 Chemical Characteristics: pea been wmplated. 2. Eveh lift Shall be cow cletl at the specified moisture content to a minimum of MMe Standard Procter Density until no (umber dendificallon is observed or self -cam eetln Pa ce ry P y stone and mud The side lifts must be compacted with walk behind compaction equipment. Even when "self- compacting' baddill materials are selected, a walk behind vibrabry rake cow must be used. 3. Take cere to ensure that the compaction process does not allow the machinery to come into wrkact wit the modules due be to potential for damage to to geotextke and R-Tank unit. 4. No committedrl O equipment is permissible to operate directly pen to to R-the modrtas. 5. Top ingat:Onlylow pressureback nt shout shell d operated overthetto the system syma construction. Dump Trocka and Pans shellnit be operatedacted the ip Tank system botpdnt a[ any time. l Heavy equipment should unload in an area adjacent to to R-Tank system and to rnelertal should be moved over the system using backed equipment vAt an mightim less Man a tone. operetlrg a. Typical mom. Li: fly a 12' composed as shown w lens IM d (reel tlreinl kely, a l Station 2. air B over Me R-Tank Units nand ay e l between a re meet tracks antl R-TYP APP ( P ) Y rg ( ) B 9 P moe u System. imam ofcov r ha a walk-behintl bench roller. Al Shely, a rrefl (maximum gross used. wegM d8 iws) may be usetl. Roller mud remain in static mode until a minimum M24' of cover pea been placed overtle modules. Sheep foot rollers aM1ouM not be used. C. Supplies: Ferguson Waterworks 2631 CeMvmli Road Richmond. VA 23234 m: 800408-36315; (F): 804]417/]9 www.kr9tteon.wm 2.02 GEOSYNTHETICS A. Dementia. A gembei envelope is required to prevent backfill deal fmm eggng he RTank module.. 1. Standard Application: : W When wale must inle shall bean 8 ce r square M nonwoven een of the ACF NOW)o ruiAnde. 2. Infiltration Applications: When water must inads anglor when trough oMe f billuminable rsas a lunctiw of the system tlesign egwoven ) to mi aroaM (AGE M200 prenatal R-Tbnt) shall . used. B. Ceagdd. Fa installations subject b -Ta loads artlbr wimp required by project plans, install ffic tw (AGE Bato a equivalent) Ip reihprce beckfill above to R-Tank system. Geogdtl 6 not always required for R-TankUDl Instilbtions, and Is aflen not required for non-1raRc loetl applicators. 2.03 BACKFILL 8 COVER MATERIALS A Beddin Materials: Stare languor and smaller Man I W in diameter or aok GW GP SW or SP as .1 b the Unified Soil Classification Systems) dell be usetl below, tie 9 l rg ) I Y Y ) contend system determined minimum). Material 698 must be free ham lumps, For in, and any chary objects that malt cut the Mandible.draining. Material shallbe wthin 3 percent d to optimum rtehture confers ea op Bod itl by ASTM ud b atlm timed instillation. For Iny sharp eassesMat oul ding me Beat shallbe area hllb B. Side and Top Backfill: Material mud be free from lumps, tlebris act any sharp pbjeds bat mould cut to 9eetextlle. Material shell be within 3 percent of the optimum moisture cpntenl as determined io ASTM D69S at the time of installation. i. Traffic Applications - Free back i ll material shall be used edlaceM M (24' minimum)rand smaller nfifiar 1.5' I flrst IT)diamet r) R-Tank M, GP, a. For HD, and SD modules, baddll materials spell be free tlreining shoe (angular and smaller than 1.S in diameter) or sag (CAM, GP, SW, or SP as classified by the Unified! Sol Con UO ation System)ies AM I. D. For UD motlules wet less Man 14' of top the m ball materials sM1ell id free battle areas as or (angular and smaller than = i. Top bacr). The use of mil bacon on Me titles and top pe me en module is not permitted unless the modeler are t" bad outside d haific arms orwit rover depths d 14' a rmre. Tap beckfill material (from top of module t bottom d pavement base or 12" maximum) must ba consistent with sitle bainstal 2. Nan-TmlgcIGreen Space orApplicationsdrtp -For eller(12" modulm installed In consist of and stone eblende Mith3 uarbeds, volume) materials may either fdlnvthe guiddlnm for Traffic Applications above, or the roe backfill layer consist minimum) may consist eMSHTO #57 stone blended nts f SM, S by vdume) basalt to .itl in establishing vegetation. C. Atltltonal Cover tet.Str:SWdural Fill shall a maddern of 25amaterialspa meeting the gradational requirements orGWas dwarfedmaximum Unified Soil Classification System. Simd3rel fill shall have a maximum d25 content passing i e No. AS dove, shall have a maximum dry mnidrt of 10 percent and a maximum Plasfirfij Ibex of 4. Material shall be within 3 percent of Me optimum moisture content as determined! by ASTM D698 at the time of iretallatiw. 2.N OTHER MATERIALS A Utility Marker. Indsll metallic tape at comers of R-Tank system to mark the area for future utikty detection. as ess as as Tan Innis see It. Shallow Applications (s 18" had cover): install top backfill in accordance with plans. 6. If required install a ritl as shown on plans. Sapling shall azientl a minimum of 3 feat beyond the limits of the excavation will. req gang P ]. minims .cementandcam compaction cover, subsequent lifts Section sy te small placed fill moisturecontentanticam compacted Palming W P( ) P specified P minimum d 95%of the Standard Proctor d!to Densityand shall cover tire entire footprint d nk Rstem. tom. Darin lacement of fill above Me systems, unless otherwise specified, a sole tars 9 P Yd ce udbrtn additional ll offfillshall be maintibed b when 1T across to riled to R-Tank atom. Each h l exceed maximum cover depths listed a Table 2.01 B. fiefp SY aP S. Place a mini al layers of st beyond andlior is ofM at one ions m spedfietl In the design details. Each layer of geceyniheik reinfarcemeM placed above to R-Tank system shell extend a minimum d e feet duct the limes title donation from wall. B. Ensure Mat all unrelated rover th eon banks Is kept away from to limns otexcev as b untli on pmjed is complete act float surface mebtlals ere In place. Na nondnstaliatlon related loading ahwb be allowed over the R-Tank straight ( untilMefinal tlesgm engsocafford ma has been to structure (including car pavement). C. Piece sudadn materials such as roundwvere no large base or evin materiels over Me aWeture with rare to audit displacement M cover fill and damage b g 9 ( g I. P g SP a surrounding D. Backfll depth over R-Tank system must be wIMIn Me tlmltadws shown in Me bible In Section 2.018. If to trial backfill tlePM does not campy with this table, centers engineer or man ficurees reposeregve for assistance. Q U OQ�C7 UQ�Z LL�00 UU)U�_ d J z 00 Z Q Z LU LU QIO ''I^1 LU V m IL U) A A routine maintenance effort Is required b ensure proper performarwe of be R-Tank system. The Maintenance progmm should be focused on pretreatment systems. Ensuring them etructums are dean and functioning properly cold reduce he risk of wntiminetbn "a R-Tank system and sbmwater released from Me site. Pre-treatment systems shall be Inspechal yearly, or as tlerected by the mgulabry agency and by to manufacturer (for proprietary systems). Maintain as needed using acceptable practices or following manufacturers guidelines (for proprietary sysems). DVB S. All Inlet pipes and Inspection and/or Maintenance Ports in Me R-Tank system will need to be inspected for accumulation of eadimdds at load quarterly through to Mat year of operation and at least yearly thereafter. C. If sediment has accumulated to the level noted in Ite R-Tank Maintenance Guitle or beyoM a level acceptable to the Cwrrers engineer. Me R-Tank system should be flushed. 11/24/21 D. All inspection act maintenance activities should be performed in accordance with tie R-Tank Operation, Inspection 8 Maintenance Manual. 6of6 O I� N 1� N LzQ Z > 0 (n W z Z H C C) U O� N GOCnr� U Q I Z o0,0 ZN aw�r c0 = H Z- O W _� W Y >_ W Z O �i - �F- a Y N N J N - O Y N Q U-) I� O N O O N O N �O W (n O DO ter,) F- \ (n a > > oN C) o m M Q W LJ Z Z �it y Y NCD ¢ N ¢ w Ul O O U U/ J I- W Z l< I- 0 0� Z w N W W z 3: Issessea W W OO � W J Q LL1 m J Q SHEET NUMBER CG-506 6 c N N 0 u Q C ° 0 I E Y O T a ° ° L_ 3 v 0 L u� 0 a 0 E 0 T v Y T d 0 O 0 ° v c ° c O ° N `o ° 3 Z 3 Q J � 1 0 > 5 - 3 J C U o I � J r N C � o v � u � c C ° Q 0 J o E n` -O C C O v `O ° D 3 C 91 O � T � V v a o n L N I ° 3 � u � s � 3 O C `p I m Xl u D v 7 C - v N > 0 J � n ° v Y a v E o N T h C w V c V ' ai L v n E ° U c v E Z Q c J c > J - c _D 'F v L I .• J C J N v 0 a o O � J � u, o ° Y c ° n a v � u o N O L U n ° 5 c v y � 3 v L 0 0 J .. E n 0 o L Z ~ 00 N N N as Cam, �j Naa W-a1�� 1 �wm I I �07 NMI •� Q m 7 >�aa v Mco M m m ci j 1- RPZ BACKFLOW PREVENTER WITH UNIONS FOR WINTER REMOVAL 1" IRRIGATION METER 1" CORP. STOPI---\ 45 LF OF 6" DI WATERLINE TAPPING SLEEVE & 6" GATE VALVE CONNECTION 6"X4" TEE 4" GATE VALVE 4" THREADED PLUG 2" DOMESTIC SERVICE TAP 3, I�oq, / / / / G' `rE IXIV �, 97 � R / CONTRACTOR TO VERIFY VERTICAL98 LOCATION OF FO LINE FOR POTENTIAL CONFLICT WITH STORMPIPE EXTENSION SET (VA) CHARLOTTESVILLE-1165 PEPSI PLACE, LLC j /�� D.B. 4722 PG. 213 APPROX. LOCATION OF EX. ASCA SANITARY S /S p i D.B. 2359 PG. 589 (PLAT) EXISTING 8" COATED SEWER LINE G F STEEL NATURAL GAS MAIN e 9p y PARCEL D: 061 WO-02-00- 02B0 e /S //� y e'�PN�OR ZONED: C-1 COMMERCIAL �- (5S / /i `� .G� _ �p PARCEL USE: CONVALESCENT HOSPITAL { EX. GAS LATERAL TO REMAIN. CONTRACTOR g0 _ _ ���` ��F.OpFL� TO CONFIRM VERTICAL LOCATION OF GAS y 1. e S G S / / 99 ( LINE AT PROPOSED STORM CROSSING CONTRACTOR TO FIELD VERIFY DEPTHS ADJUST RIM OF EX. j�'v0 c'S / �� -`- - EX. 8" GAS LINE 2 100 _ RAINAGE -OFALL EX. UTILITIES AND CONTACT SANITARY SEWER MANHOLE (SEE SHEET CU-501)D��-KIMLEY-HORN IF CONFLICTS EXIST TO PROPOSED GRADE 0 / 20' PU�C DASEMENT FO VAULT TO BE ADJUSTED TOOpp PROPOSED GRADE AND COORDINATED 0�00 WITH APPLICABLE UTILITY COMPANY 1111111°11111101111111 zoo 3 201 LL l 11 LF OF 1" PVC IRRIGATION LINE PROPOSED 20' ® ' ®� ®�+♦ ©• Y UTILITY EASEMENT <;..�,:.;° •.' '�� - ` DOMESTIC - 1.5" DOMESTIC WATER METER " > ' •� (PROVIDE 5' SEPARATION FROM HYDRANT) 7 d '� 6" PVC 0 6.84% , +,� I FIRE HYDRANT ASSEMBLY s. , . ♦ > { III NI II 6" GATE VALVE 96 LF OF -96 LF OF - `6" PVC 0 1.04% i 15' LUMOS ETWORKS� 6" PVC 0 1.04% o I EAS.MEPG Oro � °` D.B. 48�1 PG. 240 SS SS S S n� .' S SS _W W W W W w / CO-6 - CO-5 IN I �} RIM: 455.76 RIM: 456.29 _ _INV: 451.05.6" PVC_ INV_*_452.05 6" PVC_ 27 LF OF �rl�� 1116 EX. GAS LATERAL \ (SEE SHEET CU-501)�G \ 1 EX. 8" GAS LINE 1 (SEE SHEET CU-501) PRESSUREREGU TION \ \ STATION TO REMAIN n � APPROXIMATE LOCATION OF DOMESTIC 1.5" BACKFLOW P REVENTER WITHIN BUILDING \ 72x0 \ m Li \ 0 \ Wawa .. �J 2.26 ACRES W50-FB-VA I 6,049 SIF FIFE: 457.05 48 WAWA SPACES CO 3 (BLDG) RIM: 457.05 .t - INV OUT: 453.55 6" PVC CO 1 (BLDG) 3 RIM: 457 05 UT 45355 6" PVC INV OUT.* 0--o! 11 6" PVC 0 1.04% W W W W W EX. MH RIM: 455.71 P 475 LF OF 2" BLACK POLY CO-4 (2-WAY CLEANOUT) RIM: 456.89 0� JR9 �II INV IN: 450.77 6" PVC DOMESTIC WATERLINE INV IN: 453.05 6" PVC �Pt� ADJUST RIM OF EX. SANITARY SEWER INV IN: 453.05 6" PVC p� MANHOLE TO PROPOSED GRADE. INV OUT: 453.05 6" PVC CONNECT LATERAL TO EXISTING APPROXIMATE LOCATION II MANHOLE USING BRANCH TIE-IN 10 LF OF OF EX. 10" DI WATERLINE. (SEE SHEET CU-501) 6" PVC 0 1.04% CONTRACTOR TO VERIFY II LOCATION PRIOR TO 3 GT2 CONNECTION II � INV OUT: 453.15 6" PVC I m,�7 LF OF � 6" PVC 0 1.04% 102 CO-2 (2-WAY CLEA RIM: 456.69 INV: 453.48 6" PVC UNDERGROUND STORM WATER � MANAGEMENT SYSTEM - 110 i _y \ \ \c \ \ 73x D 101A l 222 LF OF 3/4" PVC WATERLINE \ TO DUMPSTER HOSE 6166 73x00 06 \\ W W W EX. 8" GAS LINE 2 :XTENSION OF GAS SERVICE TO BE (SEE SHEET CU-501) ,OORDINATED WITH UTILITY COMPANY W w %YA) J I 8 LF OF 6" PVC 0 1.04% GT1 NV 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-0-OA-00200 ZONED: C-1 COMMERCIAL PARCEL USE: MARKET FENCE MEANDERS ALONG P/L 120 EX. 8" GAS LINE 1 (SEE SHEET CU-501) 7g 7gX 40' GAS LINE EASEMENT D.B. 290 PG. 434 D.B. 421 PG. 500 D.B. 1683 PG. 337 E� 7I X66' 8 JA-ZA IMITED PARTNERSHIP D.B. 1134 PG. 536 D.B. 77 G. 401 (PLAT) PARCEL ID: 0 0-02-00-00200 ZONED: C-1 CQMMERCIAL PARCEL USE: VACANT C ERCIAL LAI GRAPHIC SCALE IN FEET 0 15 30 60 1"=30' UTILITY NOTES 1. CONTRACTOR TO VERIFY LOCATION AND DEPTH OF ALL EXISTING UTILITIES PRIOR TO START OF CONSTRUCTION AND NOTIFY KIMLEY-HORN IN ORDER TO VERIFY ADEQUATE SEPARATION BETWEEN UTILITIES CAN BE ACHIEVED AND NO CONFLICTS EXIST. 2. ALL PROPOSED UTILITIES ARE TO BE INSTALLED UNDERGROUND INCLUDING ELECTRIC, TELEPHONE, AND CATV. 3. WAWA DOMESTIC METER SERVICE PIPE SHALL BE TYPE K COPPER PIPE ON BOTH SIDES OF THE METER. 4. RPZ BACKFLOW PREVENTERS FOR DOMESTIC SERVICE LINE SHALL BE PROVIDED WITHIN BUILDING MECHANICAL ROOM. 5. ABOVE GROUND IRRIGATION EQUIPMENT SHALL BE COVERED BY AN ALL-WEATHER BOX OR DECORATIVE COVER. 6. REFER TO SHEET CV-101 FOR ALL EXISTING EASEMENTS. 7. REFER TO SHEET CE-101 FOR INFORMATION REGARDING ABANDONMENT OF EXISTING UTILITIES. 8. REFER TO SHEET CU-501 FOR ALL UTILITY DETAILS. 9. ALL PROPOSED SANITARY CLEANOUTS SHALL BE TRAFFIC -RATED. 10. A KNOX BOX IS REQUIRED. ITS LOCATION IS TO BE COORDINATED WITH THE FIRE MARSHALL'S OFFICE. 11. A FLOW TEST WAS PERFORMED ON 9/2/2021 WITH A Q20 CALCULATION THAT RESULTED IN 11417 GPM. 12. AN ACSA DEED OF EASEMENT FOR THE WATER UTILITY EASEMENT WILL BE REQUIRED PRIOR TO RELEASE OF THE DOMESTIC METER. V) m m N N \ W Q � o N w Of Z D_ V) D_ z Q o > W Z � w 0 w U (n W _Izl 0 M N M N L C)Q Z > 0 �o w H 0 U= 0 N CO � O � ro n.iz zO h o z awe} CD = z�ow D_� ocn 0 J _Lu W Y Z 0 0 n N J o>- r N OL0 0 N �V01 v<4 RYA . PERKINS U'. N. 046565 12/OZ/20Z2 U O N N 3: U 0' N 0 � O W Ln O co F- -� cn a > > m r,) o 0 o m � Q W Z Z y (U!l O O U ou w J 0 N Z I 1 IL.1_ N W WW I'z W OO W J Q Ld m J Q SHEET NUMBER CU-101 U C N N 0 u m C O C O S I T Y O T L 0 0 0 L_ 3 v n 0 L C u� v 0 0 a C `o T E 0 0 0 3 0 � v c J O Q C O N r `o - L J � � o v n 3 D J O O 3 � C L N E C D O U O v N C � o t v n u c U o m t C a o° a v N C +' O J O 0 I v D � J a O a m n N I 3 f) n - hL h u �s 3 O w Y Y o EN 0 a h n u � a v v V ti � o V c o n v C N w U C v _ � v v J Q `v — v w � o C v n E w � J C � Y _ Y r v - o J � L f) n � I D C J N W Y 0 2 0 O � J � y N o� Y C 0 n a v �u C N O n � 5 c �y L .3 v «� w s .v 0 0 � v E n U � a or Z ~ 464 456 452 444 EX. 8" GAS LINE 1 APPROXIMATE LOCATION OF EX. PRESSURE REGULATION STATION EXISTING GRADE / PROPOSED GRADE / / Of PIPE 1101A TO 100E 15" RCP UW EX. 8" GAS LINE U Z M 464 456 452 448 444 440 440 O — O a0LO 10+00 464 MUM 456 452 448 11 +00 12+00 EX. 8" GAS LINE 2 U � z / M / o: EX. 8" GAS LINE EXISTING 13+00 0 PROPOSED GRADE PIPE 101A TO 100E 1�" RCP CROSSING 14+00 GRAPHIC SCALE IN FEET 0 15 30 60 HORIZONTAL 464 456 1 452 1 448 1 444 444 440 440 O^ (O W up00 n 0) 10+00 11 +00 12+00 13+00 14+00 EX. GAS LATERAL 460 460 APPROXIMATE LOCATION OF X. PRESSURE REGULATION STATION 456 '� PROPOSED GRADE 456 � EXISTING GR DE 452 452 IX. 0.5" PLASTIC \ GAS LATE AL \ \ 448 448 EX. 1" PLASTIC GAS LATERAL 444 444 EXISTING GRADE ai \ 440 ik 440 ii \ iii \ /A/ i \ CROSSING i ii APPROXIMATE LOCATION OF REMAINDER OF EX. \ 436 LATERAL (FOR VISUAL PURPOSES ONLY). i \ 436 ONTRACTOR TO VERIFY DEPTH OF EX. GAS ii ATERAL TO ENSURE ADEQUATE SEPARATION \ WITH ANY CROSSING STORM OR UTILITIES i i i 432 432 *� 430 430 c(D N 10+00 24" x 24" 4,000 PSI CONCRETE PAD eA FINISHED GRADE tER SECTION VALVE BOX IRON) SIZE & CLASS AS REWD GRADING PLAN FLOW FLOW See Specifications for approved bedding material. TWO WAY CLEAN —OUT (Use within 5' of building only) 11 + 00 CLEAN OUT DETAIL GAS PROFILE NOTES 1. GAS LINE APPROXIMATIONS ARE BASED ON TOP OF PIPE ELEVATIONS PROVIDED BY INSIGHT. 2. INSIGHT TESTS WERE COMPLETED BETWEEN 07/13/2021 AND 07/15/2021. 3. CONTRACTOR TO CONFIRM LOCATION AND DEPTH OF EXISTING GAS LINES PRIOR TO CONSTRUCTION. 4. CONTRACTOR TO ENSURE 3' MINIMUM COVER OVER ALL EXISTING GAS MAINS. 12+00 24" x 24" 4,000 PSI CONCRETE PAD FINISHED GRADE .i is ro TOP SECTION VALVE BOX (CAST IRON) PIPE SIZE & CLASS AS REQ'D PER GRADING PLAN FLOW FLOW See Specifications for approved bedding material. ONE WAY CLEAN—OUr CLEAN OUT DETAIL Cn M (n m N N \ W Q �o N W G_ c� Z Cn a (L V) D_ z Q _O H j W Z � W bi W (n U (n W O z O M N M N L�Q z, 0 �o wl z <o Q:E U= N co Cl)o�co Cn a Clio O ZN Qw 0 = Z~ O } W [LZ co -1 _~ LL 1 z 0 j 1 a Y n N J >- O r N r7 N i RYA PERKINIS LIC. No. 046565 12/OZ/20Z2 U O N N O of N rl� LLJO O DO W H� (n n a r r m a� _ _ oN o N J o U m w V 1 ¢ Ul v O ¢ O w U 06 r V ) LI J J_ LL J NO L.J. LU / Q J_ D Z IILU C I N Q Lu z W LI J O0 ry V W J Q w m J Q SHEET NUMBER CU-501 U c Ui N 0 0 a v C 0 0 0 T v Y T O 0 0 r 3 N n 0 u C i 0 0 O v C 0 c `o T E d C O 0 0 0 0 0 N `o 3 s J � Q N 11 � 3 r 0 J L � 3 C m n E I o J v m r N � C � o m C W 0 u c 0 Q J � n D p E c v v 0 C o D 0 c v 0 v 3 s v v 0 m 0 O o F I n N 0 U 3 � w � L � u 0 s N 3 L `o I )J � � u C > v J N 0 Y n u Y 'u n E m L `o w 7 T n c 0 V � ti c v T w E v m U O � C v n E Q N c � o r v J O y r U n � J Z C J Pvi m Y � a O m O Z J W y N O � Y c O n 0 v mu C N O � u n v 5 c v y � 3 m L W 0 0 J .. E n v O L Z ~ PLACE 5' GALVANIZED " WITNESS " POST NTH CAPPED ENDS PAINTED BLUE IN REMOTE AREAS °ol AS DIRECTED. MARKER LOCATION MAY BE SUBJECT a TO HIGHWAY DEPARTMENT APPROVAL. JUNCTION BOXES, TRANSFORMER PADS, PEDESTALS, ETC. FINISHED GRADE SHALL NOT BE LOCATED WITHIN THE RIGHT OF WAY, VARIES F - ADJUSTABLE TRAFFIC RATED ' u VALVE BOX W/ LID Z N WATER SEWER 3 A 0 s LOCATION [IF OTHER UTILITIES M.J. GATE VALVE (GAS, ELECTRIC, TELEPHONE, CABLE, ETC.) - 11 EASEMENT WIDTHS, WATER OR SEWER ONLY - 20' MINIMIMt WATER & SEWER 30' MINIMUM WATER LINE a SEE PART 3, PARAGRAPH DI SEPARATIDN OF WATER & SEWER SYSTEMS. UTILITIES CROSSING A WATER OR SEWER EASEMENT SHOULD IE AT 90" TO THE RIGHT OF WAY, UTILITY LOCATIONS & EASEMENT WIDTHS NTS FIG, W-1 METER SIZE DIMENSIIIN A DIMENSION B DIMENSION C S'0• 3'B' z• 3'1• sro• 3' S' MIN. 4' S' MIN. GREATER THAN 4' PROPOSALS WILL BE SUBMITTED. 2500 P.S.I. CONCRETE $ 4 2'x 2' BEARING AREA. THRUST BLOCK d - •t 'a. 4 y d' 4 NOTE : IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE TYPICAL GATE VALVE NTS FIG. W-5 TD-9 A SIDE VIEW B DDIXt HUMES r ---- ------I I I H13L DIAMETER DRILLED HUNIITS FOR TOUCH READ I I C I I TOP VIEW I I I I DIAMETER FLAT BEARING SURFACE UNDERNEATH LIFT HANDLE L---------------- AL X 36• 14ATCH ALUMINUM ACCESS HATCH TYPICAL METER VAULT N.T.S. FIG, W-7A TD-14 MATCH PROPOSED GRADE CAST IN PLACE COUPLING WATER TIGHT GASKET 24" CAST IRON COVER 6" CAP BOLTED (TYP.) (BOLTED) -L1-155% +OFFDD L2• IR INERT COATING 1' COMPRESSION x 3/r MALE PIPE COUPLING OR APPROVED EQUAL S SOFT COPPKER xt'x NOTE: NO SWEATED n"NGS DUAL SERVICE 1' TYPE •K' SOFT COPPER SINGLE SERVICE NOTE 1) SADDLES SHALL BE USED ON PVC PIPE ,,,[[[ W MIN. 1/8 BEND COUPLING � A/! / rs FOR USE ON ATTACHED SINGLE FAMILY RESIDENTIAL SERMCES OR WAL RESIDENTIAL IAND IRRIGARCN SERMCES. ---- 2' R. >' M PRESSION x 3/4" MALE PIPE COUPLING PPROYFD EQUAL =0R USE ON DETACHED SINGLE FAMILY iESDENRAL SERVICE WHERE AN IRRIGAMON KETER IS NOT PROVIDED. CAST IRON LID FINISHED GRADE / �CORPd2ARON STOP '4-:Yt —BRICK AS Ae SAND OR DUST UNDER BOX AND SETIER S. r!'O';nr*• !' wOT SPEC. 201 NO. 57 !-" uiAH''1:-.'�•�>,�w,f MINIMUM 7to N652-INCH TYPICAL SERVICE LATERAL INSTALLATION (5/8" & 1" METERS) • O 4 . 7b"--�I 5• MN• a" MIN. .r' NTS FIG. W-6A TD-10 FRAME & COVER (SEE FlG. S-I-D,E) 4e MIN. SLOPED AREA 'l l'rrTIL IWI (� � CRIMP AND ROLL END OF COPPER PIPING T 42" MIN. REMAINING COPPER PIPE TO BE VERTICAL 24" MIN. SHUT-OFF CORPORATION STOP STREET SURFACE OR NON -PAVED AREA MAX I TYPICAL SERVICE TAP ABANDONMENT RUBBER COATED STEEL 3'-0" MIN STEPS CAST IN PLACE or l� 38" PRECAST REINFORCED (( CONCRETE SECTIONS 12; MIN "0" RING SEALS • 16 MAX 4 . a ':. •. -:; . A : • ;'. ;."a MINIMUM ELEVATION DIFFERENCE ACROSS M.H. 5" 4'-0" FROM INLET TO OUTLET 18MIN. SHALL BE 0.20 FEET. e 3i MIN CONCRETE VARIES DEPTH OF FLOW 1 FILETS CHANNEL TO 3/4 DIAMETER OF 11 CONTRIBUTINGSEWE,4 --- ASSEMBLY M71 a .. 12" 12" MIN. A FILLETED INVERTOR A SM00 ' ..'. •'•"' .�/ •: TRANSITION OF FLOW BETWEEN - INLET & OUTLET PIPE SHALL BE eYPAss PROVIDED. MIN. 6" BEDDING NOTE : W/ NO. 68 STONE 1. BEDDING THICKNESS REQUIREMENT SHOWN IS MINIMUM AND SHALL BE NOTES: SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS. 1. PROVIDE A 6" THICK GRAVEL BED BENEATH THE METER VAULT. 2. THE CONSULTANT WILL DETERMINE WHETHER MANHOLES SHALL HAVE 2. MINIMUM WALL THICKNESS FOR PRECAST OR POUR -IN -PLACE VAULTS SHALL BE 4. EXTENDED OR NON -EXTENDED BASES. MINIMUM WALL THICKNESS FOR VAULTS CONSTRUCTED OF MASONARY BLOCK SHALL BE 8". 3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED 3. THE OUTSIDE OF THE VAULT BELOW GRADE SHALL BE COATED WITH AN APPROVED INSIDE AND OUT. WATER PROOFING COMPOUND, TYPICAL MANHOLE SECTION SHOWING BRANCH TIE—IN TYPICAL METER VAULT (1 1 /2" METER) N.T.S NTS FIG. W-713 FIG. S-I-A TD-15 TD-25 MATCH PROPOSED GRADE PROVIDE BUM RUBBER SEALANT BETWEEN CASTIN1:j 4" CAST AND RISER (TYP.) ON COVER 0LTED(TYP J D = 39• TYPICALLY GREASE TRAP 1500 GALLON (2 COMPARTMENT) TANK SANITARY I TEES ALL INLET AND OUTLET PIPES SHALL BE INSTALLED NO MORE TRAIN 6' FROM THE B0701A OF THE GREASE TRAP. TIN( TAPERS TOP TO BOTTOM AND IS TRAPEZOIDAL IN GROSS SECTION. TANK IS 5000 PSI CONCRETE -STEEL REINFORCED (O 28 DAYS) CONCRETE CONFORMS TO ACI 318-16-4.5.1 AND 318-16-4.5.2. ASTM M15 AND A185 -DIMENSION: 151" INTERIOR/ 193• ExPERIOR LENGTH x 72' INTERIOR/ 84' ID ERIOR WIDTH 1 WHEN LOCATED IN DRIVEWAYS OR PAVED AREAS. GREASE TRAP TO BE DESIGNED ERR APPROPRIATE LOAD BEARING C DIRONS. GREASE TRAP SHNL BE CAPABLE OF WnHSTANDING HS-20 LOADING. 2) ALL PIPE PENETRATIONS SHALL BE WATERTIGHT. 31 GREASE TRAP SHALL BE PRODDED WITH GAS -TIGHT MANHOLE COVERS. IN ACCORDANCE W TOWNSHIP STANDARD SP CIFICARONS. 4) PRECAST CONCRETE SHALL HAVE A MINIMUM 28-DAY COMPRESSIVE STRENGTH 5000 PSI. 5) EXTERIOR CONCREE SURFACES BELOW GRADE SHALL HAVE 2 COATS OF COAL TAR EPOn. 6) SPECIFIC SEALANT DETAIL AT CONCRETE RISER TO CONCRETE VAULT INTERFACE SHALL BE WATERDGHT. AT A MINIMUM, THE JOINT SHALL BE SEALED WITH BUTYL RUBBER SEALANT (KEW SEAL /2 OR APPROVED EWNALENT) AND THE EXTERIOR OF THE JOINT SHALL BE SEALED WITH NON -SHRINK GROUT IN CONFORMANCE MIN THE TOWNSHIP STANDARD GREASE TRAP DUAL 7) TANK SHALL BE TESTED FOR WATER TIGHTNESS BY FILLING FOR 24 HRS. TO SON(, THEN TOPPED OFF, AND THEN WATCHED FOR 24 HRS. NO DROP IN WATER 5 ALLOWED. 8) CAST IRON SHALL BE BOLTED TO CONCRETE WTTN MASTIC TAPE (KENT SEAL OR APPROVED EOUNALENT) SEALANT. 9) MAXIMUM EARnH COVER-5.0'. HS-20 LOADING. 10) INLET AND OUTLET EQUIPPED WITH PIPE SEALS NTS FIG W-68 VARIES BOX TO METER BOX (SEE FIG. THRU /W/-JI7E). ---- MI__ I / VARIES 2" COPPER M.J. FITTING 4" DIP " PLUG THREADED FOR 2" COMPRESSION FITTING RESTRAINED JOINT FITTINGS NOTES: • GATE VALVE WILL BE 4" UNLESS OTHERWISE SPECIFIED BY THE ACSA. • SERVICE LINE TO CONNECTAT MAIN WITH X"x4"TEE. • REFER TO FIG.W-3 FORTHRUST BLOCK DETAILS ON TEE. • REFER TO FIG. W-5 FOR THRUST BLOCK DETAILS AND DEPTH OF COVER ON GATE VALVE. • NO CONCRETE SHOULD BE POURED ON ANY PART OF THE RESTRAINED JOINT. USE PLASTIC SHEETING AS PROTECTION FOR BOLTS. `• USE 2500 P.S.I. CONCRETE, Date 05/23/2022 (7) Project Name WAWA ROUTE 29 AND GREENBRIER (2) Project Location 1215 SEMINOLE TRAIL (3) Consultant Kimley-Horn (4) Primary Water Plant (5) Design Population (6) Hydraulic Capacity AW WA Q20 CALCULATION (gpm): 11417 (7) Pipe Material VARIOUS (8) Pipe Diameter (Inches) Length (Feet) 1" 11 LF OF COPPER 6" 45 LF OF DI 3/4" 222 LF OF PVC 2" 475 LF OF COPPER (9) Total Pipe Length (Feet) (10) Fire Hydrant Assemblies 1 (Number) (11)Blow-off Assemblies 0 (Number) (12) Air Relief Valves U (Number) (13) Gate Valves (Inches) Quantity (Number) 4" 6" 2 8" 10" 12" (14) Minimum pressure at critical water meter 50 (20 psi required) Authority Provide: Booster Station Water Storage Tank Pressure Zone A-1 ACWWA Water Demand Estimate and Meter Sizing Using Fixture Values (Based on AW WA M22 Manual, Second Edition and ACW WA Rules and Regulations) ACW WA Project Number Building address or number Residential or Non -Residential Non-Residem, Pressure Zone at Project ss (Obtained from ACW WA or Hydrant Test) Fixture Value Number of Subtotal Fixture or Appliance (at 60 psi) Fixtures Fixture Value Toilet (tank) 4 0 0 Toilet (flush valve) 35 3 105 Urinal (wall or stall) 16 0 0 Urinal (flush valve) 35 2 70 Bidet 2 0 0 Shower (single head) 2.5 0 0 Sink (lavatory) 1.5 2 3 Kitchen Sink 22 0 0 Utility Sink 4 4 16 Dishwasher 1 2 1 0 0 Bathtub 8 0 0 Clothes Washer 6 0 0 Hose connections (with 50 fl of hose) 5/8 in. 9 0 0 3/4 in. 12 2 24 Miscellaneous Bedpan washers 10 0 0 Drinking fountains 2 — 0 Dental units 2 0 0 Combined Fixture Value 218 Demand (gpm) 62 Pressure Adjustment Factor 0.95 Total Adjusted demand (gpm) 58.9 Required ACW WA Meter Size 1 1l2" LARGE METER SERVICE LINE NTS FIG. W-6C 1212 3/8" WATER CAST IRON LID J NOTES: (1) A 1-3/4" DIAMETER HOLE IS REQUIRED IN THE LID FOR TOUCH READ METERS. TYPICAL METER BOXES (5/8"-1" METERS) NTS FIG. W-7 TD-13 FIRE FLOW ESTIMATE FORM ISO (Instrance Service Office) Method of Calculating Needed Fire Flow NFF (Needed Fire Flow) ENGINEER Kimley-Horn DATE: 12/14/2022 PROJECTNAME: Wawa 1215 Seminole Trail CALL. BY: CBB TYPE OF CONSTRUCTION: WOOD FRAME C-1 Class of Construction Coefficient = F: 1.5 GROUND FLOOR AREA: 6,049 # OF STORIES 1 Total Floor Area = A; (effective area) 6049 FIRE AREA CONSIDERED Construction Factor Ci = 18 (F) (A)0 5 Ci : 2,000 (ROUNDED TO NEAREST 250 GPM) TYPE OF OCCUPANCY: COMBUSTIBLE C-3 (Worst Case) Occupancy Factor = Oi : 1 EXPOSURE (X) AND COMMUNICATION (P): X)+P1= 0.00 X4+P4= X2+P2= X5+P5= X3+P3= X6+P6= (X+P)I = 1.0 + F,(, Xi+P J = (Max X +Ph =1.75) 1.00 (n =NUMBER OF SIDES OF SUBJECT BUILDING) NEEDED FIRE FLOW NFF = (Ci) (Oi) (X+Ph NFF = 2000 Automatic Sprinklers: NO Reduction Factor: 0%D % X NFF = 0 TOTAL: 2,000 Required Fire Flow - Rounded: 2,000 gpm Fee Hydrants Required*: 2 I CERTIFY THAT THE ABOVE INFORMATION IS TRUE AND CORRECT SIGNATURE: P.E. "COMMERCIAL AREA REQUIRES 350 FT. MAXIMUM HOSE LAY References: NFF calculation procedure described in A.W.W.A. M-31, I.S.O.'s 198OCommercialFueRatina Schedule andl.S.O.'s 1980Fire Suppression Ratu18Schedule. 9/94 Foam F-9 > >_ (n O] N N w N W Of CD CCI Q � (n � z Q O (n LLI Z � W 0 W TT) C)(1) Ld 0 Z O M N M N LZQ z> 0 U)o LJz ~ O U = o N Cc C) co Cn � 00 ¢ I z 000�o ZN ¢war CD 00 Z~ O 0 O OIn so J :5 _Ld W Y Z O Y n N J N � O r N Q �U0 In I� 0 N RYA PERKINS7 LiC. 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THE SPILLOVER OF LIGHTING FROM LUMINAIRES ONTO PUBLIC ROADS AND PROPERTY IN RESIDENTIAL OR RURAL AREA ZONING DISTRICTS SHALL NOT EXCEED ONE HALF FOOTCANDLE. OTHER NOTES: - ALL AREA LIGHTS ON 17 FT. POLES MOUNTED ON 6 IN. CONCRETE BASES - ALL CONCRETE BASES TO BE LOCATED 5 FT. BEHIND CURB - ALL FIXTURE COLORS SUBJECT TO FINAL APPROVAL BY CLIENT GRAPHIC SCALE IN FEET 0 15 30 60 ill =30' THIS SITE IS LOCATED IN A REGION WHERE LIGHTING IS REGULATED BY LOCAL ORDINANCES ILLUMINATION LEVELS ARE THE RESULT OF CONDITIONS OR REQUESTS BY OTHERS RED LEONARD ASSOCIATES IS NOT RESPONSIBLE FOR INCIDENTS CAUSED BY INSUFFICIENT LIGHTING AND DOES NOT RECOMMEND THESE LEVELS FOR SECURITY AND SAFETY REASONS LUMINAIRE• LUM NO. •SUMMARY LABEL MTG. HT. 1 A2 17.5 2 A4 17.5 3 A4 17.5 4 A4 17.5 5 A4 17.5 6 B4 17.5 7 B4 17.5 8 B4 17.5 9 B4 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• LUM NO. • •SUMMARY LABEL MTG. HT. 30 C4 20 31 C4 17 32 C4 20 33 C4 17 34 C4 20 35 C4 17 36 D1 9 37 D1 9 38 D1 9 39 D1 9 40 D1 9 41 D1 9 42 D1 9 43 D1 9 44 D1 9 45 D1 9 46 S1 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 LABEL AVG MAX MIN AVG/MIN MAX/MIN CANOPY 19.88 29 8 2.49 3.63 DELIVERY 8.66 10.0 7.2 1.20 1.39 ENTRANCES & EXITS 1.61 4.4 0.2 8.05 22.00 PAVED 2.67 10.1 0.4 6.68 25.25 ROW 0.30 0.5 0.0 N.A. N.A. UNDEFINED 0.34 9.2 0.0 N.A. N.A. SCHEDULELUMINAIRE SYMBOL QTY LABEL ARRANGEMENT LUMENS 3000K FACTOR LLF BUG RATING WATTS/LUMINAIRE TOTAL WATTS MANUFACTURER CATALOG LOGIC COLOR 1 A2 BACK -BACK 9761 1.000 1.000 B3-UO-G3 134 268 Cree Lighting ARE-EDG-3M-DA-06-E-UL-BZ-700-30K BRONZE �® 4 A4 SINGLE 7220 1.000 1.000 B1-U0-G2 134 536 CREE, INC. ARE-EDG-3MB-DA-06-E-UL-BZ-700-30K BRONZE 6 B4 SINGLE 7755 1.000 1.000 B1-U0-G2 134 804 CREE, INC. ARE-EDG-4MB-DA-06-E-UL-BZ-700-30K BRONZE ® 24 C4 SINGLE 10912 0.763 1.000 B3-U0-G1 101 2424 CREE, INC. CAN-304-SL-RD-06-E-UL-XX-525-30K (SPECIAL ORDER) WHITE 7) 10 D1 SINGLE 1652 1.000 1.000 B2-UO-GO 27.2 272 Cree Inc KR6-20L-30K-120V + KR6T-SSGC-FF N/A ®. 2 S1 SINGLE 2659 1.000 1.000 BO-U5-G2 20 40 FC/SSL Lighting FCWS7170-XXX-30K-2500-CRI85-XX-D ALUMINUM ®. 2 S2 SINGLE 2542 1.000 1.000 BO-U4-G2 20 40 FC/SSL Lighting FCWS7168-XXX-30K-2500-CRI85-XX-D ALUMINUM ®� 3 W1 SINGLE 4210 0.763 1.000 B1-U0-G1 43 129 CREE, INC. SEC-EDG-3M-WM-04-E-UL-XX-350-30K WHITE ®� 1 W2 SINGLE 2105 0.763 1.000 1 B1-U0-G1 25 25 1 CREE, INC. SEC-EDG-3M-WM-02-E-UL-XX-350-30K WHITE 6 W3 SINGLE 12455 0.763 1.000 B3-UO-G3 127 762 CREE, INC. SEC-EDG-3M-DM-12-E-UL-XX-350-30K WHITE � r U1 m N N � W Q � o N W W C� Z cn Q D_ Cn Z Q O � W Cn W 0 W cn cn W 6 z O M N M N L• z a z, O �o wz ~o a� U= o�Coo N � a z C�O h O zN aw' c0 = z~ow } ocn J� :5 _Lu W Y z 0 - �� a Y U N J O r N QL0 M O N z a_ w O N o w 0- u Ell O w O Co N U) } > m a- r)< O Q w m o _ - U � U Y N a u� a w o o U 0 0� Z 111 I..I� N W Lu I'z W W z 0 1 f Of Z 0 u V w W m Q w m Q SHEET NUMBER CL-101 U C n N 0 N m ¢ C O C O I I v E Y 0 0 0 IZ L_ 3 n 0 L m U c Iri m 0 0 of C c O I O I T W E IB d c 0 0 r1 C' U O c O O N Lo ri J � ¢ c V 3 Z 0 = O J 3 V v n E I � J U v u m � L Q) y � C N O C O m c D V Q J � L O m L r1 D E m u- t CD D O c O m of M y v W ✓ 0 J O O L p N I a m j D V 3 J L O U 0 3 O 10 h r) U u C O JI an O J a Y n Y U a E of W w V B0 O h � T C V O U V m V � � C L 11: of L m N U D '> 1_ N N U m o C m n E J D Q I is yJ C 21 ._ C o Z cal O C J d L J v n But J C J A W 0 a O an O � J � m O � L U Y C 0 N � n a v C m o L 0 n m 5 c m y D 3 m L - w 0 0 J a. E n U O m O L Z ~ LABEL DESCRIPTION ka dML 1 A2 ARE-EDG-3M-DA-06-E-UL-XX-700-30K(SPECIAL ORDER) ML 24 _ 4 A4 ARE-EDG-3MB-DA-06-E-UL-XX-700-30K(SPECIAL ORDER) _ 6 84 ARE-EDG-4MB-DA-06-E-UL-XX-700-30K(SPECIAL ORDER) THE EDGE® Series LEDAma/Flood Langford, Product 00$W pmn THE EDGEsSerers Mae soda ley monde design.IWry ea mmaWminum botto denknaes PBp m wine aaan u orni= Mmmuresan'ner o ting dart h, MjO b �ram armAnne F h g d. p 9 9 M rfmmande Am ldum N onslags Vamug mounting coo as atl,aabbAm Direct Mn OvectNm Pe 9 1 Long. orstle MinstNtlN on page 21.Included mp..aNef/des. guard. 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Blei bmme. dMc andAmevnawi cot• • walW: See Dim mWwaM Weight CMMon pages land 22 ELECTRIGLLS M • Input VMisgb 120-2/Nor347,49OV, WOft CWw I dr m • Power Faclar.0.9at Wll Wed • TNel MrmmKDlMpMq <2m6a WUlwtl • DA and OL mounts designed Am integral w hMigMNaMnd box Will lerminoI strips 11Ma-2002)for wry WW-r hookup • late, mi 10. s u ry e suppwipn pmmclipn ebMaN • Whenmtle dourbes ficandrtmay let-fuxmons, 4D bmakraMUM M used to add ress,Grath current • ConwltWcto F IumlwlmWsn -sre uiM 9 9 • MObe nlp/Seu Cummm 3DD-160 D0:lbsst 20 LE01m5a AOmAI ank6D RO LE0:0.15mA 1DD 160 LE0:0.3DmA REWUTIdListexrAWWwFlUTaNS • <ULus ' • SUXable lorwer locafans • ExEmme need IP66 er IEC 605V when oNered wllhi Par Ro P Pfl- bar • •mCneed W cECerfaed IncludedIncludedC:MeANSI C-21301. D add oerpass vbwb MeN..naM..dwth"oAaMDLmmnb • ANSI C1M.21MVwme pMec .n, tesatl in aamaanww hlEEVAM C6261.2 • MvvIS FCC Port15, su0part B, CWwA Wnia Wrmntluclatl aM wtliaad I-emaxwer. andInch undurands..it W WthsWd5000 boom of Mac eamf ubg UK. ncc NTmtl'n ASTM SbrtlaNB119 DECq ntictl n kM SNU Rearrfp our, pBw,.vrargN. mm rmosrclninbmNian Meets America, Buy q- ends wil[tin Agpq •aNRiSIaEXr avae:LanmrantlPepmtlw.nlr•Nerm- Yb 1 Y_Iapyr N zone Mm1236-68m qW, Y nay n9reNYWL-yWP_iDi2ogm Ia014N-1234 REDLEONARD ASSOCIATES 1340 Kemper Meadow Dr, Forest Park, OH 45240 513-574-9500 I redleonard.com CREE = LIGHTING li>sl�i�■I�I�I�i�i�■ li©I�I�i�l�l�i�ia■ li�l�l�■i�al�l�i�ai I�©II�II�II�®®II� li©I�lii�i�l�l�ia■i�■ ��MMMM®® I�i�i�l�l�l�i�i�■ I�©II�II�II�II�II�II� N,m wa cne'n xawwmXmryo u,q YImwmarnmeewrrlamvwawas THE E01gE• Sant Min A4umaa Wean MainMaxF' MntieN WF '251 FUpN WF md' 'Stan- F>dINaT WF IOOKM F>brlaa8 WF s•eNPFl Ira tin Igtm'Fl Ira tin [MKW aWIffim'cm-m dal am nth amII'Cm'Fl A% o.96 all mN vm:s. rl eetiem,nr arras wrr brevmm•wmnmNstma^m exµme Lai CREE = LIGHTING 304 SeriesTM LED Recessed Canopy Luminaim LABEL DESCRIPTION C4 CAN-304-SL-RD-06-E-UL-XX-525-30K(SPECIAL ORDER) PIBdINd DaMn phan is f4Mm Wmlmlm housingIs. mngma homry rugged tie cart auminum Components IRS Mountl or p nt � I p chamber aluminum nuns DMwnr LED athefix mouNMn vwlea d.tcartans. could matMm thcentryM1ambr that Round for aaesshonebelow thenxlurt.riNro rtmaunb 9 the IaaecumeIn glasswahdie testalumnum trim 1mme.Luminalre dndim, w$�$$n II. 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W1RNMo: LmaraM &pmeuNw Narm- eW.Lebaa.n:rea us:[r[ellenling T18001236-6800 qWa: veer"m<anaa ram TIm01493-12M CREE = LIGHTING Date: Approved: Type: LIGHT1nci Fixture: Prelell FCWS7170 FCWS7170 E3dedor DecmtixWre is an IP65 mum PDA com lian, easy to maintain p lens and lMBo [Ions to meet me dasl n p 9 rxtuirthat hadmentso 0 yourimpact requirements of your building. 1 1 INgtlWdSMnIPINILImtlll fbM= 24' H X 7.25' W X Be 925 go minim graft, cwoMm rmklwll, heavy gauge high pressure the ciatalumlam ire toffesent UV st difed c ra boradiffuserte Paz p,mY mnsdimctlYoadwdIu%on Wx:mason masonry use ram (4/0.25-a0.75'wNh lead Bbn lfeakam not Included, ]-box DY omem) IP85:dry, damp, great:locations with PVC closed Cell foam gadw[lofeal DutamwNama ehetroe Mnlal Nan Mo[Dlmm wbWbB pm -treatment pmdxw wind INsWl% polemNrpwNdwo* vMlglt Imam Ia1R mmgg Ingo akglmt fNM cdaterapelahaB 2700K ROGER 35OOIC 4001C 12001m 118001m 1 25DO Ira 1 3800In 151001m 195551m E70,000 hours/VO or better 3-StepMcAdam Ellipse/SlantlmQDOa85 I OPWMk CFO a 90 CFO opmbng:-13-FtolWF(-25-Ck4VQ IBMW -IVFt IO4'F(-25eC IDIOM I dXW-41PPoDIMFHMtDBM lot DO W IIh1Ym Cadsi,I dbIM.7 tarrgmablre 10 -- fml WMM 73-C 0ED WC WAFMft 5yw Nmmdwsr""WtawebdkfmOddk) I 1 CR bdiM WCWb lL low *plg-In type=W flwmDeM lamp NOW (lmnp by Pthve) bWkst&Pmeam ek Vo*, Ll listed bBkN 9ra1Rwd lqqqttl�liLlf-li� IBputvdbp Meet Universal 120-277M I opOMN1: 347YAC (Inkylm) P-Suipiy, Inn lCam 1, electronic, III pawmh%'tsr>94%0120V mFtlflcetlam ENDER IItetl, CECTllb 24 JAR cwMkmlmEY90CFO ampgaH,AMCBmPkR Bkndffb UL 15M/C$A=No. 250.0- Cho b7IRS LM-79I LM-80 7911740 12N-ZM"Mdmm) pOmWm pum dlanlBp ltllorYee sWndmt 0.10V0%)1 ltpammk ELY 029VagpDMX(mnlM6 omWDALl pnMgrall bRmleed OladaMrer: Do bmiubm@Nmleretl npwamr pmllMaaw.Wbewm WtloA lrAm xC Loig and SdJ 96bnitl®I®BIDh Bjrlsmi W MN ff Jm b}Be0NC1o08nNY.im MYgwplb•pp$6UrmrwwlNagaNw6RW 6RM$BIW FArmaemJF6w6m PLaY3tlN W Nw}IlNrmpargaMpr. C Spedfication Sheet LIGHTIOG allSCOMMeMial Lighting Manufaclumrgl 1982 kVp J$Raw. aNM018 I ro SERIFS VOLTAGE SORRCE?EMPERANRF/lER LUMENS CPI FlNSM OPTIONS S ACCESSORIES MM7170 My UNV 12W-27N LED 27K 12m Lumens If MI CM NCR Be Bieck LD 0-1 By Dimming (I It M7B• 347T pnxegmll 3K IBM Lumens F 5W) CR85 Standard BZ Bronze EW ELV Dimming• (1291hasy) aeK 25m Lumnnc(21W1 C O ri CC Crad. C., DMIC CAIXOimmkp•(mleyvl/ 4K 38m Lumend(31 W) SL Silver DALP DAUgmmlrgriMVo 51w Lumens(40W) WN Waite Rau RwinemWPPm .* 955E Lumens (79W) BA BmsMdAlumoure mnsultleGayforkademe Canlenm'.""Llr Npnt.ec cenpllona Food Opfts W.DdUld face is Included -me Dore mNNu m Mmerebn[page M Menem) A FaC.Acessfamendlmensron,A) 8 Face B per, lace on days .....1 0 TO. Dice lees on tiimanabn9 page) LIGHII aUSCammrClal Lihbng Mmufactum Srl IN2 FC LIGHTInG FCWS7168 247 AM LABEL DESCRIPTION _ 2 S2 FCWS7168-XXX-35K-2500-CR185-XX-D Date: ApPraved: Type: Fixture: Proj1ect: FCW67Ie8 Excitation Oecm fixere is an IP65 rated, ADA com Iiam to P .am malnt8ln }IIIUre Mat has 'd(Iimpact f089dn110m1811D t0c8 Optionsl0 meet me tlesin requireme114 of your building. r I kgUWWMWkm wow bb IWHx7M'WxVD 7.5 till manna grptle,mmman msNMrL Murry gauge nigM1 pltOvl•IMIMldmlmn 'uner. rig .., UV sdbuseed, opal, polycarboned tliNWf mmnW direct] to Standard junction bore: mason a walbm mNr O28•x D.78'N1wwwM lWwdma y masonry ON IN prams nN inNutletl.l-box by omem) IP65: dry, damp, or wet locations with PVC closed Will foam gasketto seer Olaf inants sic stage chemical high phosphate substrate pre-treatment process with IN stable, polyester powder coat Moon mail 3111K 4000N imply I imm I2,` OM I man mi. >70AMp m/Lrovbmm IMwrtrg man mounuou kgnm pf0kelba Blih mkrbalpwaM lummlmma Ilfetim color o misbm 9Bkp kkaltlnn sign /eYONt Oa it BSI UPb :m2Nm temperahRB producer trumperature apwaplB-13°Fb10TF(-22'°CCb10'QMMIup-13Tb1a°FH23•Cb/RQIMnBpN'10°Fb118°F (-MI=CbBRLJ ]3°C0T25°C SYdr pmibtlrmrmypdrk Wbeia MtlelaiW) Wamm11Y Input voltage power supply Cm"DfiCd1i003 standards polar mlmumpemt UnM 12D2771tAC O"W: MAINGfrograh [using Class II,6MNTOIIC. nigh Power factor >94%N120V MOM IaNd CECRr JAB Comoliam(only 90CRI camplied," LLmPWd UL1MIMC22.2No.2500 Class ll/IEStM79/LM80 4ma1N!-27N(mp M) dimming interface slmmd Plod p1H I11pSpak ElYn2awhpoLOlPmdobmyylWlpwmYmM ©QUICK SHIP PRODUCT vises relighted, come Out.11holaredYM#INrA YryaammlW¢Jhmiw a•algel W W.pwBAW meet, m Ly rem•®ft ham cadge an mlbwgvVlWtr®"Ind wtice. nnAucl use rennuswleamtblClmhtlrylnneNmtlLLam. [dE US Commercial Ligming Mafufamum Sme IMI Specification Sheet 0 FC Lighting. Inc. •iDD"B aO neve•M. cY1mIB511- W174I m9Btmnpown BDOA0.JM KW Res. 072319 Ym.TAfF TEMPERATURE LUMENS CRI FINSN a MB ACCES MIM W UW1StcT/xV MO Sent m lalummey.ser CRI85 CIM UK Slack anO VIOn mirgn're Mal• 80VDarI1W 9K IaOU NrnalanaWl CRI90 MICK OI B. ELY' RV IXmminO'ULOV,ple DISK xmummaney`mI or C. BMX olrIXPmnanp Dermomm 9K m0. mmmssMq sL Scher DAN Dnu BimmOemmem M 62001ummtroBal WH NN@ Am BadwV W[WpywnNepM M MVIkVMrmwn 'ro'wpxla'WyNMMY OFACEINCLUDED OPTIONAL FACES 11 �I I� I III I1 Coleman Factory for other options and configurations By yaallda pameaftMme G, Mi solux, nwhorme Crash m deso9 oya n V mipme upoi¢ mr4DlmtaYlrykakab der red ne such to III-" mmmlln, nmea, or. cal mmlnnmR © fftCK SHIP PRODUCT vull heagnand, ram Orb ONalaaeawpwrafd impewamenl0. quen youree -upal W dmnoe Graces hull[,. FC thrift usere.11ei Potllw lee mObr elaLmlmr W fC ti9FOn9 ¢+ins eM mhisnm. SpeWReation Sheet -.I* US COmmar W Liming Manllfaclum, Slam 1M2 JS Rev. a/OL2018 m FC LiptlarR, Inc. 3W9 Swenson eve • M.aatlee II.60174 I fapllBnp.aln 800.900.1T,W ANY SITE PIAN(5), FLOOR PLAN(S), RE NoERING(Sh LIGHTING IA)SOUT(S) AND PHOTOMETRIC PLAN[S) INCLUDING BUT NOT UMITED TO ANY PROJECRS) CREATEO/PRODOCED BY RED LEONARD ASSOCIATES INC., ARE ONLY INTENDED FOR ILLUSTRATION AND QUOTING PURPOSES ONLY. RED LEONARD ASSOCIATES HAS THE RIGHTTO USETHIRD PARTY LASERS, SCANNERS, AND CAMERAS BUTACTUAL PROJECT CONDITIONS, DIMENSIONS, AND ACCURACY OF MEASUREMENTS MAY DIFFER FROM THESE OR ANY PARAMETERS. RED LEONARD ASSOCIATES INC. ASSUMES NO LIABILITY FOR WHAT IS CREATED PRODUCED IN THESE RECREATIONS. THIS INCLUDES BUT IS NOT LIMITED TO THE USE OF, INSTALLATION OF AND/M INTEGRDY OF EXISTING BUILDINGS SURROUNDING AREA FOR PRODUCTS SUCH AS EXISTING POLES ANCHOR BOLTS RASES ARCHITELTURALAND SIGNAGE STRUCTURES LANDSCAPING / Ida 11 1), 11, O, 11, PLAN(S), LIGHTING PLAN(S), FIXTURE SELECTION(S) AND PLACEMENT, MATERIALCO, COLORACCURACY, TEXTURIi AND ANYTHING ATTRIBUTED TO PHOTO REALISM THAT IS CREATED. FURTHERMORE, RED LEONARD ASSOCIATES INC, DOES NOT ASSUME UABIUIY WHATSOEVER FOR ANY PURCHASES MADE BY CLIENT BEFORE DURING OR ATTHE CONCLUSION OF THE PUBUSHED WORK. THE CUSTOMER ITS RELATIVE AFFILIATES AS WELL AS ANY OTHER PERSONS) IN VIEWING OF THIS PRODUCT IS RESPONSIBLE FOR VERRYING COMPLIANCE WITH ANY BUT NOT LIMITED TO ALLOODES, PERMM, RE ICTIONS,INSTRUCTIONS,PURCHASES, AND INSTALLATIONS OF OMECR VIEWED WITHIN THIS DOCUMENT(S) OR REDEEMS). SYMBOLS ARE NOT DRAWN TO SCALE SIZE IS FOR CLARITY PURPOSES ONLY. SIZES AND DIMENSIONS ARE APPROXIMATE, ACTUAL MEASUREMENTS MAY VARY. DRAWINGS ARE NOT INTENDED FOR ENGINEERING OR CONSTRUCTION USE. THIS DOCUMENT, ANY RED LEONARD DRAWING(5), OR PROJECTS) IS NOT TO BE USED AND/OR INTENDED FOR ENGINEERING OR CONSTRUCTION PURPOSES, BUT FOR ILLUSTRATIVE PURPOSES ONLY. ANY USE OF THIS DOCUMENTATION AND/OR OTHER ARTICLES PRODUCED BY RED LEONARD WITHOUT WRITTEN AUTHORIZATION FROM JAYME J. LEONARD IS STRICTLY PROHIBITED. AL or,prelle se wwuut Mnk. Specfcation Sheet KW Res. 072319 PROJECT NAME: > WAWA ALBEMARLE COUNTY, VA DRAWING NUMBER. Wclwago RL-7277-S 1-R5 (n m N N \ W N Ed W W 0 Z (n Q d (n Z W Q _O H j W IY Z W W (n U (n W O N aM 1� N LU Q Z 0 �o w Z ~ O C Obe ED U Q 1 Z C�O r O A ZN aw CD = ZF- Est- } �S O (1) J = W Y Qj W LED Let Z O 3i J F- Y N -D Ell r N Or) Ln I) O N Z � � U N N 0 O Y N 73 O W In O CIO (n Q } r m W I.7 (N C)Ld 0 m ¢ LW Z Z y 1 N ¢ En¢ w V Ul Li O Of O S U J N Z LU T J F� C N W W z W ui O ry O (! V W J Q W m J Q SHEET NUMBER CL-501 U C m N 0 u m m Q C O C 0 S I E Y O T a 0 0 0 L_ 3 v n 0 L N U c rri v 0 0 O N m Q U C O O T E d C O 0 a O v 0 C O O 3 N Lo .L. J � Q O � C w r z 3 Z L o J 3 V a+ � C n E I � J 0 :J 0 v m m 0% L N +• L C C 0 O W O Q b J L N 0 O L Q n F v - rll � L C O c O C O m of Tv V � Y U 0 N O o L 2 I v n � o V 3 0 L O 0 c s ID 3 0 n � � u U C � O v W a Y CE n Y U n E v W )0 L h X O n C O U v m v 7) � C C_ of U U n .L E v N m U 0 � O C W J_ E Q `D N J C_ C o Z of = o L J � V L U � n ✓ J C J n W 0 a 0 m C o On J .N m o� L TJ Y C 0 m N n n v �D C v o L O n m v 5 � 3 v L w 0 0 J .. E n U � D O L Z ~ 1111 QTY LABEL DESCRIPTION 1 0Mk 3 W1 SEC-EDG-3M-WM-04-E-UL-XX-350-57K _ 1 W2 SEC-EDG-3M-WM-02-E-UL-XX-350-57K _ 6 W3 SEC-EDG-3M-DM-12-E-UL-XX-350-57K Cree Edge® Series LED Security Wall Pack Luminaire PNroMLt De&blPpOn The Cree Edge•weU mount lumiralre him slim. law pbON design. The WmlreXe and um an madefmm wggetl die cast aWmMumwilh in4geakwas lMtlyht LEO tlnwrmmpartmmtentl Mgh Performance aluminum heat sin0smedficandosignetl for LED applications. Housing AS rugged aWminum. Imoodu a lighweight mm M bmbr ina1a1b1ion overslandaN and main big single gang J-Bmes. Securca to waR wltM1 four 3/16"ISmmisuews by elM1enL Canduir entry hom bp, hHtem, sldesantl reawsmwntlar duanggM1l. peslg„M and appravetl fnr mry lhbugbwrng.Includes likelitsomaguard. nestoantsomagard. NNkNm: cenabodbne and SALry fig Ming P rmance Summary passed xw.0 i<• Fmtlutl Poppet., Amemble l in the USA W U.S. and bnportW pads CRIr Minimum ro CBl CCn 6000K I+/-31[f 57MK I+/-5WK1 aMMa:d Um Ylermanne, 10 yeara on Rimilnire/10 yens an Culoraaat DeheOuaM' finish Accessories FeLL1eNIXa a asps seemsNw x.Mal.N-m x& nmeX wMSLnr-1iImmM SP— -pir N NM-0.ne�-IebmM SPun-FvamNalmpanglYlbnd ne -canaMwW[ty Mu:Wm alook-nlnmdW kneati,nmHmam :wpm a.e.6.lrh.um:mem9:ma -asnWnew Ordain InrormRSon mmde:sec-Eoc...E-UL- . 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Assurrimlre TyW NNMIum Typ NNNkm WIS c@UE rim law US. rrzetidninere 180012361 GAaN; aeetidnim-oredanm 18001673-1234 CAERE Edges LED Security Wall Pack Luminalle Product Specifications WHSTRULTIOR&MYMILLS . sum.low gmnedmgn Luminaire sib —are rugged tlb oa.Imni-;WMi 'z1, wealhedight LED dAe Wrtment and M1gM1 perbmwnm aluminum heal sinks specifically deslgnal for LED aMp Lions • xousmgivuggedalummum • Fu.... had with law coop., Oght welght mauning tom designed for Installation mar staMartl and mud tlng photo gang J-Bmes . wminai ecan also be aimd mounted b a wai and surface M,M • S.. to wan with bur 3/16• Ismml wens lby Whersl • Con6u0 AbM fmm up, bottom, sides, ant sur • Allows mounting per upi or d—ii,h • Deammd and mpmuad far a way lhmu0h-winnp • Includes Dal/debre gush • Eaclseve Coloreat 0440uaN'finish kebms en &Coal apron primer with an ulteadmilitsp., WAt, drawing m UM mlMarceb orri uxmnolet degr ion and abrasbn. Black bml .aiher and white are miiuw • leeieM:Sae13mumiomandweiaMClurtanpgat ELBCTRICALSYSTEM • loinnalop,120-22'/V or 367-0BT/, 5W60He, Class l arM1am • Power Fade: r 0.9 at NLL bad • rein x..mmlape%Mlmr. xozM Nutma • Integral wertherti9M J-Baa such leads (As As numl far awry power lwrk up • Ieamt 1MY wrye suppmssmn pmtHbn cbMaN When <ado dI". Items. A stow of. Noe prlwe C/C brealear slouN M used to atltlms Iowan current • Consult factory if ln-Luminaire Rising is required • Maxi mum l Oa Savm NmM: 20 LED 1350-Al IOr e; 20LED 1525&700"1 And 60-120 LED: RISmA guent L. Srmabb for not fwmans Meets FCC Port 1&Subpart B, Cass A Bmib M conducted orb retlieted emisaidm Ercbeure rabl11P66 per SEC 605" when or and without P or ML option ANSI C136.21CkV be Me pmteNon, tested in as Am wit Am C" a13 Lu remare and finish endumnu tested to witNt d5.000 boom of elevated ambient SALE fog conditions as defined In 75M Standard 8117 o:S qu.hn.d wen s.1-1 stills. xehr lu trips Jlwww. eslgnngnle org/seamN for meet curers Mundlane Meets Buy American requirements within ARM SG161pENtt WYIXWa:GmrN R•prmllONa Wrm- �•�nuc a as ¢let II I001473-I234 IQ REDLEONARD ASSOCIATES 1340 Kemper Meadow Dr, Forest Park, 01145240 513-574-9500 I redleonard.com CREE _ LIGHTING I�I�i�i■I�I�I�i�i�■ I�II�i.T■I�I�I�i�i�a Il�lll�i�■I�I�I�i�il� II©IIISII�i�19Jl�l�i�■i�f II©17i�111:s11:7 : 'pent for'" knowassomproveme lee rmd:m... reembe..1. deeope S•ri•s Am M."U. NMnWstor 4nMed IMtlel WF Mier 1bmMW LMF 50n M1r asposse LMF 7511 41i:MeW WF IWKM1r E4inaYF WF d'c nfFl 1. 1M Go a% .1 1a•cm'n 1m 1m a.% a% and 15-Co-H 1. &% per OR a% b'c IN'Fl 1A, a% I.% &n a% a5bm'Fl Ira an O.F aM n9A L,.:wl.enw•wr:..acem'n..wwwNar.IsrMrlu.euw wo.�..l. brig, A. wu r.wa.wlsma�uw •a:wssunwewm::.rayseuFllr aem.rue:e: emuWnuBmg6+�Lmew um. A' .e..., »at.wMn.awwwwwwaw asawa.lewNw 1—e•a..—c—okka. CREE = LIGHTING ANY SITE PLANS FLOOR PLANS RENDERINGS LIGHTING LAYOUTS AND PHOTOMETRIC PLANS INCLUDING BUT NOT UMITED TO ANY PROJECTS CREATED/PRODUCED BY RED LEONARD ASSOCIATES INC. ARE ONLY INTENDED IL NG 11. 1I (1 I) FOR ILLUSTRATION AND DOTING PURPOSES ONLY. RED LEONARD ASSOCIATES HAS THE RIGHT TO USE THIRD PARTY LASE SCANNERS AND CAMERAS BUT ACTUAL PROJECT CONDITIONS DIMENSIONS, AND ACCUIIACV OF O RS. MEASUREMENTS MAY DIFFER FROM THESE OR ANY PARAMETERS. RED LEONARD ASSOCIATES INC. ASSUMES NO LIABILITY FOR WHAT 15 CREATED/PRODUCED IN THESE RECREATIONS THIS INCLUDES BUT IS NOT LIMITED TO THE USE OF INSTALLATION OF AND/Oft INTEGRITY OF EXISTING BUILDINGS SURROUNDING AREA FOR PRODUCTS SUCH AS EXISTING POLES ANCHOR BOL S BASES ARCHITECTURAL AND SIGNAGE STRUCTURES LANDSCAPING / 1 1r I I U. � ). 1 ). 1 1, PLAN(S), LIGHTING PLAN(S), FIXTURE SELECTION(S) AND PLACEMENT, MATERIAUS), COLOR ACCURACY, TEXTURE(S), AND ANYTHING ATTRIBUTED TO PHOTO REALISM THAT IS CREATED. FURTHERMORE, RED LEONARD ASSOCIATES INC. DOES NOT ASSUME LIABILITY WHATSOEVER FOR ANY PURCHASES MADE BY CLIENT BEFORE DURING OR AT THE CONCLUSION OF THE PUBLISHED WORK. MECUSTOMER ITS RELATNE AFFILIATES AS WELL AS ANY OTHER PERSONS) IN VIEWING OF THIS PRODUCT IS RESPONSIBLE FOR VERIFYING COMPLIANCE WITH ANY BUT NOT LIMITED TO ALL CODES, PERMITS, RIESmICTIONS, INSTRUCTIONS, PURCHASES, AND INSTALLATIONS OF ORIECTS VIEWED WITHIN THIS DOCUMENT(S) OR PROJECT(S). SYMBOLS ARE NOT DRAWN TO SCALE. SIZE IS FOR CLARITY PURPOSES ONLY. SIZES AND DIMENSIONS ARE APPROXIMATE, ACTUAL MEASUREMENTS MAY VARY. DRAWINGS ARE NOT INTENDED FOR ENGINEERING OR CONSTRUCTION USE. THIS DOCUMENT, ANY RED LEONARD DRAWING(S), OR PROJECTS) IS NOT TO BE USED AND/OR INTENDED FOR ENGINEERING OR CONSTRUCTION PURPOSES, BUT FOR ILLUSTRATIVE PURPOSES ONLY. ANY USE OF THIS DOCUMENTATTON AND/OR OTHER ARTICLES PRODUCED BY RED LEONARD WITHOUT WRITTEN AUTHORIZATION FROM JAYME J. LEONARD 15 STRICTLY PROHIBITED. PROJECT NAME: WAWA ALBEMARLE COUNTY V, DRAWING NUMBER: J RL-7277-S 1-R5 w IY 0 Z (n Q _ d d Q 0_ H H Z W Ld W (n U (n W O M N M N L�Q Z > O W W Z H O Q O� co C)nu Q Z C�O r O ZN QW CO = Z~ O } W [L C J _~ W 1 Z O j �F- a Y n N J N O r N Q (9)U0 Ln M O N U O N O c N �O O co 1� W F- � N Ln (n Q > m r m Q _ 1 C) N J ¢ O w CD in � ¢ w V w V Ul w O D O S U J_ lossasse 'IIi III Z lossasse Z W emw� N m QZ W awe � W WZ D O(!^'J 0 V W J Q W m J Q SHEET NUMBER CL-502 6 C N N N u m m a C ° 0 T E Y 0 ° 'o r 3 v a N L c u� ° u 0 a v c 0 0 _ T E 0 N a ° v 0 v c 0 C O N N Lo D � 0 Z Q 1 - :� 3 Z O Z Q 3 J Z C v E u 1 ° J -O r � C � o � w C O O � ° 0 Q n L ° m a �E � C � O � O v 0 C O 3 s ti ti m m 0 L0 o ° m n I 0 ° � 3 0 L C 3 N L O I „ n m n C > ° I °- n Y u Y a E" L `o a C o ° V 4 ° v > n Lv E " `o � v E Z N J � 1 - c z ° Z ° Q L 7 1 C v 0 a o O � J � ° o ° Y C ° n a v C N O L ° n ° s � 5 � 3 v n s -v 0 0 E n ° ° O L 1 ~ N N G/ DR g66 i GgE TE l60 0 / O G sT A JHC00 Tr G' S F� ?; 'y JHC20 / 4 - _ - 46 4A IT 11 x. RIVER ROCK, TYP. . - p -° - GS ° - 6 ♦ °LE ° • , ' y s . w . •® '•°' e,®s�.� � i PAH 10SOFT 12 `, . ' • r v'� I -ANTED EA CS ♦ - - • 2 a HXS '. •.. \. 38 Fie 1 • ;7 t. • J (n AX ONUMC T •�- \ `' • t�. w I110 SOFT 1 N 6 I SIGN. Ty 7 •.. . • v-I PLANTED AREA 15, UMOS ETWO 1-- --`- - I EAS MENT - B. 48%1 . S$ 240 C �- SS SS - SS �/ (2)5-%CHEDULE 40 PVC IRRIGATION SLEEVES, TYP., COORDINATE WITH IRRIGATION ION DESIGNER 171 W W w W _t7_.0N -MA / W ­4-W �� W �P c �C, 9 b0 0 Mum ■ r `�Ii!ti ' ■ ACRES ` 1 2.26 ■ r . 1 `E 1 .1� �SII ■ r , ' I 00�7P 00A�ii�r��1�`Ip 1, SOFT ,IQPLANTED b 0Q:0:a - no AREA ��e rl�. ti.l'1R V.p CJI OO1fff.rr�.r.c41f.YIY \+� d.Y:Y�Y.�I� Y b'O=�Ol°i[U��,�YYYf�,iJ STING TREE REMAIN, TYP. W -W-W PLANT SCHEDULE TREES QTY BOTANICAL NAME COMMON NAME CONT CAL/HT REMARKS AR 5 Acer rubrum October Glory October Glory Red Maple B & B 2.5" CAL. MIN. Strong Central Leader, Matched. GB 7 Ginkgo biloba'Princeton Sentry' Princeton Sentry Maidenhair Tree B & B 2.5" CAL. MIN. Strong Central Leader, Matched. GS 2 Gleditsia triacanthos inermis'Shademaster' Shademaster Honey Locust B & B 2.5" CAL. MIN. Strong Central Leader, Matched. QR 6 Quercus rubra Red Oak B & B 2.5" CAL. MIN. Strong Central Leader, Matched. ORNAMENTALTREES I CITY BOTANICAL NAME COMMON NAME CONT CAL/HT REMARKS LI 4 Lagerstroemia indica x fauriei 'Natchez' Natchez Crape Myrtle Multi -Trunk B & B 8- HT. MIN Strong Central Leader, Matched. PY 5 Prunus x yedoensis Yoshino Cherry B & B 2.5" CAL. MIN. Strong Central Leader, Matched. EVERGREEN TREES CITY BOTANICAL NAME COMMON NAME CONT CAL/HT REMARKS IX 11 Ilex x'Nellie R. Stevens Nellie R. Stevens Holly B & B 8- HT. MIN Full To Base, Dense. TO 13 Thuja occidentalis 'Smaragd' Emerald Green Arborvitae B & B 8- HT. MIN Full To Base, Dense. SHRUBS CITY BOTANICAL NAME COMMON NAME CONT HEIGHT REMARKS AX 9 Abelia x grandiflora 'Compacta' Compact Glossy Abelia CONT. 24" HT MIN. Full To Ground, Dense. CS 35 Cornus stolonifera'SMNCSBD' TM Arctic Fire Yellow Dogwood Cont. 24" HT MIN. Full To Ground, Dense. IC 37 Ilex cornuta 'Burfordii Nana Dwarf Burford Holly CONT. 24" HT MIN. Full To Ground, Dense. IG 46 Ilex glabra Shamrock' Shamrock Inkberry Holly CONT. 24" HT MIN. Full To Ground, Dense. IV 26 Ilex verticillata Winterberry CONT. 24" HT MIN. Full To Ground, Dense. IT 20 Itea virginica 'Sprich' TM Little Henry Sweetspire CONT. 24" HT MIN. Full To Ground, Dense. PL 46 Prunus laurocerasus'Schipkaensis' Schipka English Laurel CONT. 24" HT MIN. Full To Ground, Dense. RC 22 Rhododendron catawbiense Catawba Rhododendron CONT. 24" HT MIN. Full To Ground, Dense. GROUND COVERS CITY 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 scopanum Little Bluestem #1 30" O.C. 775 SOFT PLANTED AREA MULCH ENTIRE BED, TYP. PLANT BED EDGE, TYP. (VA) CHARLOTTESVILLE-1165 PEPSI PLACE, LLC D.B. 4722 PG. 213 D.B. 2359 PG. 589 (PLAT) PARCEL ID: 061WO-02-00- 02BO ZONED: C-1 COMMERCIAL PARCEL USE: CONVALESCENT HOSPITAL SITE LIGHTING, TYP. 47 SOFT L ED AREA - AR \v \lV FENCE MEANDERS ALONG P/L 40' GAS LINE EASEMENT D.B. 290 PG. 434 D.B. 421 PG. 500 D.B. 1683 PG. 337 EXISTING TREES TO REMAIN, TYP. TREE PROTECTIOIN \ FENCING, TYP. SEE SHEET \ O JA-ZA LIMITED PART D.B. 1134 PG. D.B. 77 G. 401 PARCEL ID: 0 0-( ZONED: C-1 CQ PARCEL USE: VACANT C GENERALNOTES 1. SOD ALL AREAS WITHIN WAWA PROPERTY LIMITS THAT ARE NOT COVERED WITH MULCHED PLANT BEDS, STONE MULCH, BUILDINGS, HARDSCAPE, PAVEMENT, OR OTHERWISE NOTED. 2. SEED WITH PERMANENT LAWN GRASS ALL AREAS WITHIN THE RIGHT OF WAY'S WHICH ARE NOT OTHERWISE COVERED WITH PLANTING BEDS, PAVEMENT,BUILDINGS, OR HARDSCAPE, PER THE SEEDING SPECIFICATIONS ON SHEET CP-501. 3. EXISTING TREES AND SHRUBS INDICATED TO REMAIN SHALL BE PROTECTED FROM CONSTRUCTION ACTIVITIES BY INSTALLING TREE PROTECTIVE FENCING PER THE PROJECT PLANS AND SPECIFICATIONS. 4. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR PROVIDING AN IRRIGATION PLAN AND INSTALLATION OF THE IRRIGATION SYSTEM. SEE SHEET CP-501 FOR GENERAL LANDSCAPE NOTES, PARAGRAPH R. 5. SEE SHEET CP-501 FOR PLANTING NOTES AND DETAILS. GENERAL LANDSCAPING NOTES 1. ALL LANDSCAPING SHALL BE INSTALLED BY THE FIRST PLANTING SEASON FOLLOWING THE ISSUANCE OF THE FIRST CERTIFICATE OF OCCUPANCY WITHIN THE DEVELOPMENT. 2. ALL LANDSCAPING AND SCREENING SHALL BE MAINTAINED IN A HEALTHY CONDITION BY THE CURRENT OWNER OR A PROPERTY OWNERS' ASSOCIATION. REPLACEMENT MATERIAL SHALL COMPLY WITH THE APPROVED LANDSCAPE PLAN. 3. ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, AND BE MAINTAINED AT, MATURE HEIGHT, THE TOPPING OF TREES IS PROHIBITED. SHRUBS AND TREES SHALL BE PRUNED MINIMALLY AND ONLY TO SUPPORT THE OVERALL HEALTH OF THE PLANT. WAWA ALBEMARLE COUNTY - ENTRANCE CORRIDOR OVERLAY DISTRICT & SEC. 32.7.9.5 Location and Requirement Width (LF) LF Required Provided North Property Line (Greenbrier Drive) 6.8 Large Deciduous Tree (1 per 50 LF) 6 Large Deciduous Tree 68.0 Medium Shrubs (11 per 5 LF) 80 Medium Shrubs 10' LANDSCAPE SETBACK ALONG ROAD. LARGE SHADE 10 340 STREET TREE (2.5" CAL.) /50' W/ INTERSPERSED ORNAMENTALS (8' HT.)& SHRUBS/5'. N/A Ornamental Tree (Interspersed) 6 Ornamental Trees West Property Line (Semonile Trail) 4.7 Large Deciduous Tree (1 per 35 LF) 2 Large Deciduous Tree` 10' LANDSCAPE SETBACK ALONG ROAD. LARGE SHADE STREET TREE (3.5" CAL.) 35' OC W/ INTERSPERSED 10 165 33.0 Medium Shrubs (1 per 5 LF) 61 Medium Shrubs N/A Ornamental Tree (Interspersed) 4 Ornamental Trees` ORNAMENTALS (8' HT.) & SHRUBS 5' OC. South Property Lines (Along Adjacent Property) N/A N/A N/A N/A N/A WA INTERIOR - NO SETBACK- LIKE ZONING. East Property Lines (Along Adjacent Property) N/A N/A N/A N/A N/A N/A INTERIOR - NO SETBACK- LIKE ZONING. LANDSCAPE REQUIREMENTS ALONG ROUTE 29 AND GREENBRIER DRIVE HAVE BEEN ADJUSTED ACCORDING TO COMMENTS FROM THE ARCHITECTURE REVIEW BOARD. WAWA PARKING LOT LANDSCAPE REQUIREMENT - SEC. 32.7.9.6 AND ENTRANCE CORRIDOR OVERLAY Required SF Required Trees Calulation Provided 5% of parking paved area. 1 Tree for every 10 parking 53,801.73 SF x .05 = 2,609.09 SF 2970 SF spaces provided 68 /10 = 6.8 Trees 7 Large Trees TREE CANOPY REQUIREMENT CALCULATIONS (as noted in Sec. 32.7.9.8) Gross Site Area 2.260 Acres 98,446 SF Tree Canopy Required 10% 9,845 SF Tree Canopy Existing to Remain 0 SF Tree Canopy Provided (Total) (Refer to Tree Canopy Breakdown) 10,124 SF TREE CALCULATION BREAKDOWN Qty. Type Size 10Yr. Canopy Coverage Provided 5 Acer rubrum'October Glory' 2.5" Cal. Min. 452 SF 2,260 SF 2 Gleditsia triacanthos inermis 'Shademaster 2.5" Cal. Min. 481 SF 962 SF 4 Quercus rubra 2.5" Cal. Min. 424 SF 1,696 SF 8 Quercus x warei'Long' TM 2.5" Cal. Min. 464 SF 3,712 SF 5 Lagerstroemia indica x fauriei 'Natchez' 8' Ht. Min. 77 SF 385 SF 5 Prunus x yedoensis 8' Ht. Min. 99 SF 495 SF 11 Ilex x "Nellie R. Steams' 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' V) M (n m N N \ W Q W Of Z_ (n Q In a- Z Q O W z � W Ld W (n U In W O Z O M N M N LZQ z, lO �o Wz �o U= Z Ou N co � C)1. Cf)O� Q Z �O h O ZN c0 = Z~ O W _~ WLd Y Z O - 7FIY a Y U N J 3: O r N �L0 O N )BBIE D. ROACH LiC. No. 1870 12102/2022 z Ln of U LL o N N O H of � O W ccn O H Ul Q > > o N O � � W Z ZCD y 1 N ¢ N ¢ w (U!l O O U Z I0- V `Z_ 1 Z Q J 0. 0 01 Z LU N W W Z I'z W O ry O n/ LL w J C_ Q Ld m J Q SHEET NUMBER CP-101 6 c N N 0 u a 0 C O I v E Y 0 T a ° 0 L_ 3 v a 0 u c ° a v ° 0 T a 0 0 v 0 c O N J L° Q � � v U Z 3 Z Q o J Y 3 � C E m v � L N C C O O u c Q L d � n ° a m L v 0 o 0 ° s " ti v o' ° J o `o L o I ° n U 3 v .- o s � s 3 0 YJ n h � u > o JI ° N � a Y � n Y o m E n n_ v L s 0 V4 U � V a� _ c L N 0v E ' o `w U '^ o 0 � o n v _J E Q D � 0 z c z ° z ° J 1 � � L n w i v 0 a o O � J � y ° o ° s -o Y c ° n a v ° C N O L ° n ° 5 c � y � 3 L . w 0 0 J .. E n ° ° O L Z ~ WAWA STANDARD LANDSCAPING SPECIFICATIONS: 1. ALL TOPSOIL SHALL BE A MINIMUM 4" IN ALL SOD AREAS AND 10" - 12" IN TREE, SHRUB AND GROUND COVER BEDS, INCLUDING PARKING LOT ISLAND BEDS. IT SHALL BE APPROVED BY A WAWA CONSTRUCTION REPRESENTATIVE, PRIOR TO INSTALLATION. 2. PLANTING BEHIND PERPENDICULAR PARKING IS TO BE LOCATED A MINIMUM OF 5' BEHIND THE CURB LINE. 3. ALL LANDSCAPE AND GRASS AREAS ARE TO BE HAND RAKED AND LEFT CLEAR OF ALL STONES, ROCK, CONSTRUCTION DEBRIS AND ANY UNSUITABLE MATERIALS. 4. ALL LANDSCAPE AND GRASS AREAS ARE TO BE IRRIGATED BY AUTOMATIC SPRINKLER SYSTEM. (SEE IRRIGATION SPECIFICATION.) 5. LANDSCAPE CONTRACTOR WILL LOCATE ALL UNDERGROUND UTILITIES PRIOR TO ANY EXCAVATION AND PLANTING INSTALLATION. 6. ALL AREAS TO BE LANDSCAPED OR COVERED WITH STONE MUST BE TREATED WITH A PRE -EMERGENCE HERBICIDE (SURFLAN, DACTAL OR APPROVED EQUAL) IN ACCORDANCE WITH APPLICABLE FEDERAL, STATE REGULATIONS AND THE MANUFACTURER'S INSTRUCTIONS. 7. MULCH BEDS ARE TO BE DELINEATED WITH HAND OR MACHINE DUG SHOVEL EDGING. 8. LANDSCAPE CONTRACTOR TO SUPPLY AND INSTALL A PERVIOUS WEED BARRIER (DEWITT, DUPONT OR APPROVED EQUAL) IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS WITHIN ALL LANDSCAPES, INCLUDING STONE AND MULCH BEDS. ALL WEED BARRIER WILL BE OVERLAPPED A MINIMUM OF 6" AT ALL SEAMS. AT PLANT LOCATIONS, BARRIER SHOULD BE CUT IN AN "X" PATTERN SO TO ACCOMMODATE ROOT BALL AND REPLACED AFTER PLANT HAS BEEN INSTALLED. 9. WEED BARRIER SHALL NOT BE VISIBLE IN AREAS DESIGNATED FOR STONE MULCH. WHEN STONE IS CALLED FOR ADJACENT TO CURB OR SIDEWALKS, IT SHALL BE FEATHERED DOWN TO CURB LEVEL FROM A DISTANCE 24" FROM THE CURB. 10. ALL PROPOSED LANDSCAPING TO BE NURSERY GROWN, TYPICAL OF THEIR SPECIES OR VARIETY. THEY ARE TO HAVE NORMAL VIGOROUS ROOT SYSTEMS, FREE FROM DEFECTS AND INFECTIONS AND IN ACCORDANCE WITH ANSI Z60.1 11. ALL PROPOSED PLANTINGS SHOULD BE INSTALLED PER STANDARDS OF THE "AMERICAN ASSOCIATION OF NURSERYMEN" AND STATE NURSERY/ LANDSCAPE ASSOCIATIONS WITH REGARD TO PLANTING, PIT SIZE, BACKFILL MIXTURE, STAKING AND GUYING. 12. ALL PLANTING CONTAINERS AND BASKETS SHALL BE REMOVED DURING PLANTING. ALL PLANTS SHALL BE SET PLUMB AND POSITIONED SO THAT THE TOP OF THE ROOT COLLAR MATCHES, OR IS NO MORE THAN TWO (7) INCHES ABOVE, FINISHED GRADE. REPLACE AMENDED BACKFILL IN 6-INCH LAYERS AND COMPACT BACKFILL TO ELIMINATE VOIDS. CONTRACTOR SHALL PROVIDE A FOUR -INCH HIGH EARTHEN WATERING SAUCER ALONG THE PERIMETER OF EACH PLANTING PIT. CONTRACTOR SHALL WATER NEWLY PLANTED VEGETATION PRIOR TO MULCHING PLANTING PIT. ALL VOIDS SHALL BE FILLED AND SETTLING MITIGATED AS REQUIRED. ALUMINUM EDGING SHALL BE INSTALLED AROUND ALL PLANTING AREAS TO DELINEATE BETWEEN DIFFERENT LANDSCAPE MATERIALS. 13. AFTER INITIAL WATERING AND PRIOR TO MULCHING, CONTRACTOR SHALL APPLY HERBICIDES AND PRE -EMERGENT HERBICIDES AS REQUIRED TO ELIMINATE ANY WEED SEEDS OR PLANTS PRESENT ON ROOT BALL. 14. ALL PLANTING BEDS AND PITS EXCEPT FOR LANDSCAPE ISLANDS ADJACENT TO THE BUILDING AND DESIGNATED AREA AT THE FUEL VENT STACKS, SHALL BE MULCHED WITH DOUBLE GROUND HARDWOOD MULCH AT A MINIMUM DEPTH OF 3". LANDSCAPE ISLANDS ADJACENT TO THE TANK MAT SHALL BE MULCHED WITH 1 "-3" "RIVER STONE" MULCH TO AT LEAST TO A DISTANCE OF 6'FROM THE TANK MAT AND VENT STACK. FOR LANDSCAPES ADJACENT TO BUILDING, CONTACT PROJECT ENGINEER. 15. SEEDBED PREPARATION A. APPLY LIMESTONE AND FERTILIZER ACCORDING TO SOIL TESTS OR FERTILIZER MAY BE APPLIED AT THE RATE OF 260 POUNDS PER ACRE OR 6 POUNDS PER 1000 SQUARE FEET USING 10-20-10 OR EQUIVALENT. IN ADDITION, 300 POUNDS 4-1-2 PER ACRE OR EQUIVALENT OF SLOW RELEASE NITROGEN MAY BE USED IN LIEU OF TOPDRESSING. B. WORK LIME AND FERTILIZER INTO THE SOIL AS PRACTICAL TO A DEPTH OF 4-INCHES WITH A DISC, SPRING TOOTH HARROW OR OTHER SUITABLE EQUIPMENT. THE FINAL HARROWING OR DISKING OPERATION SHOULD PARALLEL TO THE GENERAL CONTOUR. CONTINUE TILLAGE UNTIL A REASONABLE UNIFORM, FINE SEEDBED IS PREPARED. ALL BUT CLAY OR SILTY SOILS AND COARSE SANDS SHOULD BE ROLLED TO FIRM THE SEEDBED WHEREVER FEASIBLE. C. INSPECT SEEDBED JUST BEFORE SEEDING. IF TRAFFIC HAS LEFT THE SOIL COMPACTED, THE AREA MUST BE RETILLED AND FIRMED AS OUTLINED BELOW. D. UNLESS REQUIRED FOR PARTICULAR BMP AREAS, ALL TURF ON WAWA LEASED PREMISES IS TO BE SOD. WHEN REQUIRED FOR BMP'S, SEED MIX IS TO MEET LOCAL REQUIREMENTS. SOD SHALL BE TURF TYPE TALL FESCUE AND INSTALLED ON A MINIMUM OF 4" OF TOPSOIL. 16. PLANT MATERIAL SHALL BE GUARANTEED FOR ONE YEAR FROM THE DATE OF SUBSTANTIAL COMPLETENESS. THE CONTRACTOR SHALL REPLACE PLANTS, DEAD, UNHEALTHY, DYING OR DAMAGED THROUGH LOSS OF BRANCHES AND/OR FOLIAGE. LAWNS THAT ARE NOT IN GOOD CONDITION AT THE END OF THE GUARANTEE PERIOD SHALL BE REPAIRED UNTIL A GOOD LAWN RESULTS. IT IS UNDERSTOOD THAT THE OWNER SHALL ASSUME RESPONSIBILITY FOR WATERING ALL PLANT MATERIAL AND LAWN AREA BEGINNING WITH THE DATE OF SUBSTANTIAL COMPLETENESS. GENERAL LANDSCAPE NOTES: A. CONTRACTOR SHALL REVIEW ALL DRAWINGS, SPECIFICATIONS, PERMITS, AND REGULATORY REQUIREMENTS PRIOR TO COMMENCEMENT OF WORK. B. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL REQUIRED LANDSCAPING AND IRRIGATION PERMITS. C. CONTRACTOR SHALL VERIFY ALL EXISTING AND PROPOSED SITE ELEMENTS AND NOTIFY OWNER'S REPRESENTATIVE OF ANY DISCREPANCIES. SURVEY DATA OF EXISTING CONDITIONS WAS PROVIDED BY OTHERS. D. THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING UTILITIES DURING CONSTRUCTION. AT LEAST 48 HOURS PRIOR TO ANY DEMOLITION, GRADING, OR CONSTRUCTION ACTIVITY THE CONTRACTOR SHALL NOTIFY "MISS UTILITY" OF VIRGINIA @ 1-800-552-7001 FOR PROPER IDENTIFICATION OF EXISTING UTILITIES WITHIN THE PROJECT SITE. E. FINAL LOCATION OF ALL PLANTINGS SHALL BE DETERMINED IN THE FIELD BY THE OWNER'S CHOSEN REPRESENTATIVE. F. SUBSTITUTIONS AND/OR MODIFICATIONS TO PLANTING LAYOUT, PLANT MATERIALS, ETC. SHALL NOT BE MADE WITHOUT THE WRITTEN CONSENT OF THE LANDSCAPE ARCHITECT. G. CONTRACTOR SHALL INSTALL ALL PLANT MATERIALS AS SHOWN IN THE DETAILS, AND AS INDICATED IN THE LANDSCAPE SPECIFICATIONS. H. THE PLANTING OF TREES SHALL BE DONE IN ACCORDANCE WITH THE STANDARDIZED LANDSCAPE SPECIFICATIONS JOINTLY ADOPTED BY THE VIRGINIA NURSERYMEN'S ASSOCIATION, THE VIRGINIA SOCIETY OF LANDSCAPE DESIGNERS AND THE VIRGINIA CHAPTER OF THE AMERICAN SOCIETY OF LANDSCAPE ARCHITECTS. I. SIZE AND GRADING STANDARDS OF PLANT MATERIALS SHALL CONFORM TO THE LATEST ADDITION OF ANSI Z60.1, AMERICAN STANDARD FOR NURSERY STOCK, BY THE AMERICAN NURSERY AND LANDSCAPE ASSOCIATION. J. ALL PLANT MATERIALS SHALL BE NURSERY GROWN STOCK AND SHALL BE FREE OF ANY DEFORMITIES, DISEASES, OR INSECT DAMAGE. ANY MATERIALS WITH DAMAGED OR DISFIGURED/ CROOKED LEADERS, BARK ABRASIONS, SUNSCALD, INSECT DAMAGE, ETC., ARE NOT ACCEPTABLE AND WILL BE REJECTED. K. TREES NOT EXHIBITING A CENTRAL LEADER WILL BE REJECTED UNLESS CALLED OUT IN THE PLANT LIST AS MULTI -STEM. L. ALL PLANTING BEDS AND LAWN AREAS SHALL BE SEPARATED BY SHOVEL EDGING. NO EDGE SHALL BE INSTALLED ADJACENT TO SIDEWALKS OR CURBS. M. PLANTING BEDS SHALL RECEIVE 3" OF DARK, SHREDDED HARDWOOD MULCH THROUGHOUT. ORANGE AND/ OR RED MULCH IS NOT ACCEPTABLE. N. ALL AREAS ON PLANS NOT INDICATED TO RECEIVE SOD PLANTING, PAVEMENT, OR HARDSCAPE WHICH ARE DISTURBED BY CONSTRUCTION ACTIVITIES SHALL BE SEEDED WITH FESCUE, UNLESS OTHERWISE DIRECTED BY THE LANDSCAPE ARCHITECT. SEE SEEDING NOTES THIS SHEET. 0. PLANT MATERIALS SHOWN ON PLANS ARE A GRAPHIC REPRESENTATION ONLY. CONTRACTOR SHALL PERFORM ALL LANDSCAPE INSTALLATION ON THE SUBJECT PROPERTY, AND NOT ON ADJACENT PROPERTIES, UNLESS OTHERWISE DIRECTED BY THE OWNER OR THE OWNER'S REPRESENTATIVE. ROOTBALLS OF SHRUBS AND TREES SHALL BE PLANTED, IN THEIR ENTIRETY, WITHIN THE BOUNDARIES OF THE SUBJECT PROPERTY. P. CONTRACTOR SHALL PROVIDE A MINIMUM 2% SLOPE AWAY FROM ALL STRUCTURES, UNLESS OTHERWISE DIRECTED BY THE CIVIL ENGINEER. Q. QUANTITY TAKE -OFFS INDICATED ON THE PLANTING SCHEDULE ARE FOR CONVENIENCE ONLY. IN THE EVENT OF A DISCREPANCY BETWEEN THE PLANS AND THE SCHEDULE, THE GRAPHIC REPRESENTATION IN THE PLANS SHALL DICTATE. R. ALL LANDSCAPED AND LAWN AREAS ARE TO BE IRRIGATED. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR PROVIDING A TURNKEY DESIGN BUILD IRRIGATION SYSTEM AS PART OF THE BASE BID FOR THE PROJECT. THE CONTRACTOR SHALL PROVIDE AN IRRIGATION PLAN AND PRODUCT CUT SHEETS FOR REVIEW AND APPROVAL BY THE OWNER PRIOR TO BEGINNING WORK. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR INSTALLING IRRIGATION SLEEVING AS SHOWN ON THE LANDSCAPE PLAN PRIOR TO INSTALLATION OF PAVING MATERIALS. S. ALL MULCHED BEDS SHALL HAVE AN APPROVED GEO-TEXTILE WEED BARRIER INSTALLED PER THE PLANTING DETAILS. PRODUCT SPECIFICATION SHEETS SHALL BE SUBMITTED TO THE OWNER OR OWNERS REPRESENTATIVE PRIOR TO ORDERING MATERIAL. PREVAILING WIND 1 unu "nn",nnir n, mnrn ADER JRSERY STAKE SIVE RUBBER TIES WO INCH TREE STAKES. 4WAY FROM EDGE OF THE STAKE LOCATION SHALL NOT WITH PERMANENT BRANCHES. ALL BE PAINTED BLACK PRIOR ATION. IULCHING, LIGHTLY TAMP SOIL iE ROOT BALL IN 6" LIFTS TO E. DO NOT OVER -COMPACT. PLANTING HOLE HAS BEEN SOIL. TURN THE SOIL TO )MPACTION TO THE AREA AND WIN. F MULCH. TOP OF ROOT BALL SHALL NOT SHED GRADE. TING SOIL. RIFY SIDES OF PLANTING PIT OF ROOT BALL SHALL BE FLUSH WITH SHED GRADE. TOM OF ROOT BALL RESTS ON EXISTING OR RECOMPACTING SOIL. DECIDUOUS TREE PLANTING NOT TO SCALE =T TREE AT ORIGINAL GRADE OR UP TO 1/8 =PTH OF ROOT BALL SHREDDED HARDWOOD MULCH OR APPROVED EQUAL DIL SAUCER: USE PREPARED TOPSOIL, 6" MIN. 4RDWOOD STAKES (3) DPES AT TOP OF BALL SHALL BE CUT. REMOVE TOP 2 OF BURLAP. NON -BIODEGRADABLE MATERIAL BALL BE TOTALLY REMOVED ANTING SOIL MIX PER PLANTING SPECIFICATIONS NDISTURBED SOIL PEDESTAL ORNAMENTAL TREE PLANTING NOT TO SCALE ARBORTIE AT BARK GUY WIRES (3), WHITE FLAG ON EACH 2 STRANDS OF TWISTED GALVANIZED WIRE EACH TURNBUCKLE (3), GALVANIZED SET TREE AT ORIGINAL GRADE OR UP TO 1/8 DEPTH OF ROOT BALL 2"SHREDDED HARDWOOD MULCH SOIL SAUCER: USE PREPARED SOIL, 6" MIN. ROPES AT TOP OF BALL SHALL BE CUT. REMOVE TOP 1/2 OF BURLAP. NON -BIODEGRADABLE MATERIAL SHALL BE TOTALLY REMOVED PLANTING SOIL MIX PER PLANTING SPECIFICATIONS UNDISTURBED SOIL PEDESTAL EVERGREEN TREE PLANTING NOT TO SCALE SHRUB PLANTING NOT TO SCALE SET SHRUB AT ORIGINAL GRADE OR UP TO 1/8 DEPTH OF ROOT BALL 2" SHREDDED HARDWOOD MULCH OR APPROVED EQUAL MAKE (3) -1" CUTS IN SIDES OF THE ROOTBALL PLANTING SOIL MIX PER PLANTING SPEI UNDISTURBED SOIL PEDESTAL NOTE: SHRUBS INSTALLED IN CONTINUOUS SUCCESSION OR LARGE BED SHALL BE PLACED IN ONE CONTINUOUS DEPTH BED SET GROUNDCOVERS AND PERENNIALS IN STAGGERED ROWS AT SPECIFIED SPACING. MULCH ENTIRE BED WITH 2" SHREDDED HARDWOOD MULCH OR APPROVED EQUAL. MAKE (3) -1" CUTS IN SIDES OF THE ROOTBALL EXCAVATE ENTIRE BED AND PLACE PLANTING SOIL MIX PER PLANTING SPECIFICATIONS PLANTING SOIL MIX - SEE SPECS GROUNDCOVER PLANTING NOT TO SCALE NOTE: GROUNDCOVERS AND PERENNIALS TO BE INSTALLED WITH TRIANGULAR SPACING PLANT SPACING A' , D' D' 8" O.C. 10" O.C. 12" O.C. 18" O.C. 24" O.C. 36" O.C. D 48" O.C. GROUNDCOVER SPACING NOT TO SCALE LOCALLY SOURCED, RIVER ROUNDED, UNFACETED, RIVER STONE/COBBLES 3" MAX. ANY DIMENSION CURB AND GUTTER N <`o NOTE: 1. COLOR AND TEXTURE TO BE APPROVED BY OWNER PRIOR TO PURCHASE 2. ALTERNATE SETTING BED: PRIOR APPROVAL BY OWNER REQUIRED • SET STONES IN 2" CONCRETE SLAG. • DO NOT COVER MORE THAN 25%OF THE STONES RIVER STONE 1 "=V-0" 6.93" O.C. 8.66" O.C. 10.4" O.C. 15.6" O.C. 20.8" O.C. 30.0" O.C. 31.5" O.C. STEEL EDGING SOD FILTER FABRIC COMPACTED SUBGRADE V) m (n m N N \ W � o N W 0_ 0 Z IL V) a_ z ¢ _o > W Z � w Ld (10 w _Izl 0 M N M N L c )Q z� O �o wz ~o YCO N o co ¢ z oo�o ZN ¢w CD = z�ow ILZ o cn 0 J _� W Y z 0 - 7F� a Y N N J N O r N () ro L0 ro N )BBIE D. ROACH LiC. No. 1870 12102/2022 z Ul (n of O O N o � O W ccn O co H \ In ¢ > > m � o N O o m � ¢ \ W Z ZCD y 1 N ¢ v ¢ w U Ul w O O S U La I— W �0 V Z I— Z ^J I..L 0 01 Z w N W WW I'Z W 0(! o V W J Q W m J SHEET NUMBER CP-501