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HomeMy WebLinkAboutSDP202300025 Plan - Submittal (First) 2023-04-04N °I 0 vl rl PROJECT CONTACT LIST OWNER/DEVELOPER HOME DEPOT U.S.A., INC. 2455 PACES FERRY RD, C-19 ATLANTA, GA 30339 TEL: (678) 814-9177 CONTACT: D. CORBIN ROWE EMAIL: DAVID_C_ROWE@HOMEDEPOT.COM CIVIL ENGINEER Kimley>>> Horn KIMLEY-HORN AND ASSOCIATES, INC. 2035 MAYWILL STREET, SUITE 200 RICHMOND, VA 23230 TEL: (804) 672-4708 CONTACT: DAVID ELLINGTON, P.E. EMAIL: DAVID.ELLINGTON@KIMLEY-HORN.COM AD(`LJITC(`r GREENBERGFARROW 92 EAST MAIN STREET, SUITE 410 SOMERVILLE, NJ 08876 TEL: (908) 485-7735 CONTACT: JOHN M. KEREKES, AICP EMAIL: JKEREKES@.GREENBERGFARROW.COM SURVEYOR cw% VIL SURVEYORS INC. CIVIL SURVEYORS INC. 221 QUEEN STREET, P.O. BOX 1828 TAPPAHANNOCK, VA 22560 TEL: (804) 443-3080 EMAIL: IWHITE@CIVSUR.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. VICINITY MAP 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. HOME DEPOT AT ROUTE 29 AND RIO ROAD 1600 RIO ROAD EAST RIO MAGISTERIAL DISTRICT CHARLOTTESVILLE, VA 22901 DATE: 10/25/2022 SITE PLAN REVIEW STATUS SUBMIT DATE INITIALS REMARKS SHEET INDEX SHEET NUMBER SHEET TITLE CA-100 COVER SHEET CA-101 GENERAL NOTES CA-102 ALBEMARLE COUNTY GENERAL NOTES CV-101 SURVEY CV-102 EXISTING CONDITIONS CD-101 DEMOLITION PLAN CE-101 PHASE I EROSION AND SEDIMENT CONTROL PLAN CE-102 PHASE II EROSION AND SEDIMENT CONROE PLAN CS-101 SITE PLAN CS-501 SITE DETAILS CS-502 SITE DETAILS CG-100 OVERALL GRADING PLAN CG-101 GRADING PLAN CG-102 GRADING PLAN CG-103 GRADING PLAN CG-104 GRADING PLAN CG-201 STORMWATER QUANTITY CG-202 STORMWATER QUALITY CG-502 STORMWATER DETAILS CU-101 UTILITY PLAN CU-501 UTILITY DETAILS PROJECT DATA SITE STATISTICS PARCEL ID 06100-00-00-13200 STREET ADDRESS 1531 RIO RD E CHARLOTTESVILLE, VA 22901 ZONED PLANNED DEVELOPMENT SHOPPING CENTER MAGISTERIAL DISTRICT RIO APPLICABLE OVERLAY DISTRICT N/A ZONING DATA 0 N M N Lza OWo H z = Qo o= co �n0 co� U) Z o�= o��c z QN I I zF- O w ll�— N J OU = W Y z }~ W W O 1' (N MJ N� or i 0 Ln N N w Q 0 z 0 w ch ofz SPECIAL USE PERMIT N/A EXISTING USE COMMERCIAL PROPOSED USE COMMERCIAL BUILDING SIZE 134, 262 SF BUILDING HEIGHT 24' FT ± TOTAL SITE AREA 12.58 AC TOTAL DISTURBED AREA 8.14 AC TOTAL IMPERVIOUS COVER 7.48 AC ± o Q o OPEN SPACE 0.66 AC ± _ w No = STEEP SLOPES N/A 0 N � cn m FLOOD ZONE THIS SITE APPEARS TO LIE IN FLOOD ZONE a- N o Q o m "X" OF THE FEMA DEFINED FLOOD HAZARD AREA AS SHOWN = \ o ON THE FLOOD INSURANCE RATE MAP 51003CO278D EFF. DATE Y J a z Q w FEBRUARY 04, 2005 W UTILITY DATA WATER ALBERMALE COUNTY SERVICE AUTHORITY SEWER ALBERMALE COUNTY SERVICE AUTHORITY SOURCE OF TOPOGRAPHY CIVIL SURVEYORS INC. W DATUM HORIZONTAL DATUM: NAD83 (NA2011),VIRGINIA W STATE GRID, SOUTH ZONE. ESTABLISHED TROUGH GPS OBSERVATIONS JULY 2022. VERTICAL DATUM: NAVD88, I CONTOUR INTERVAL=1 '^ LATITUDE 38.078673 ON LONGITUDE -78.474235 °W L.L RECEIVING WATER(S) RIVANNA RIVER -MEADOW W CREEK VAHU6 CODE JR14 O SETBACKS FRONT (SEMINOLE TRAIL) 50' MIN U FRONT (RIO RD E) 50' MIN SIDE 15' MIN REAR 20' MIN LANDSCAPE BUFFER 20' MIN PARKING SCHEDULE > PARKING CALCULATIONS 5 /1,000 SF PARKING PROVIDED 409 STALLS HANDICAP SPACES PROVIDED 10 STALLS PARKING REQUIRED 665 STALLS APPROVALS DATE DEPARTMENT OF COMMUNITY DEVELOPMENT PLANNER/ZONING ENGINEER INSPECTIONS ARB DEPARTMENT OF FIRE RESCUE ALBEMARLE COUNTY SERVICE AUTI IORITY VIRGINIA DEPARMENT OF TRANSPORTATION HEALTH DEPARTMENT 0 a. W 0 w 2 O 2 SHEET NUMBER CA-100 w Q w m Q 0 0 a ° L 0 z Y 0 T 0 0 L 3 L N 0 0 w a a L 0 z T E L 0 0 0 L ° 0 0 N 0 0 � ro J i 5 J 3 Y w E o J L o S o 0 a: L c n c 0 p o L E 0 `o 0 _ L � 0 � v 0 n o o a � N y O 0 3 ] L = L I 3 0 D n v o N � N c 0 o I = Y v a L E 0 0 n T P 0 ] N m N ° � v 0 `o o � E n 2 _7 o r J 'd 1J L v D v I m � a 0 -O J U O � r rp a v c ° n v L L +� s � v n L a, N o o .. c n v m E - c 0 0 o O � CONSTRUCTION STANDARDS 1. ALL CONSTRUCTION METHODS AND MATERIALS SHALL CONFORM WITH THESE DRAWINGS, PROJECT SPECIFICATIONS, WITH ALL CURRENT APPLICABLE CODES, AND, UNLESS OTHERWISE SPECIFIED, WITH THE LATEST REVISIONS OF THE FOLLOWING REFERENCE DOCUMENTS: A. ALBEMARLE COUNTY CONSTRUCTION STANDARDS AND SPECIFICATIONS B. ACSA GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS C. VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT) ROAD & BRIDGE SPECIFICATIONS D. VDOT ROAD AND BRIDGE STANDARDS E. MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) F. VIRGINIA WORK AREA PROTECTION MANUAL. G. VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK (VESCH) H. VIRGINIA DEPARTMENT OF HEALTH (VDH) SPECIFICATIONS CONSTRUCTION NOTES 1. ALL CONSTRUCTION SHALL CONFORM WITH APPLICABLE STATE (INCLUDING VDOT) AND LOCAL CONSTRUCTION STANDARDS AS IDENTIFIED IN THESE PLANS. THE CONTRACTOR SHALL OBTAIN ALL APPLICABLE PERMITS AND LICENSES AND MAINTAIN COPIES OF THEM ON -SITE AT ALL TIMES DURING CONSTRUCTION. THE CONTRACTOR SHALL MAINTAIN A SET OF CONSTRUCTION DOCUMENTS, SPECIFICATIONS, AND A STORMWATER POLLUTION PREVENTION PLAN (SWPPP) ON -SITE AT ALL TIMES DURING CONSTRUCTION. 2. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THE PROJECT WORK SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIVE TO THE SPECIFICATIONS OR THE RELATIVE CODES, IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD IN WRITING PRIOR TO THE START OF CONSTRUCTION. FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUTE ACCEPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF WORK AS DEFINED BY THE DRAWINGS AND IN FULL COMPLIANCE WITH LOCAL REGULATIONS AND CODES. 3. ALL DIMENSIONS ARE TO FACE OF CURB UNLESS OTHERWISE NOTED. 4. ALL PAINT STRIPING, PAVEMENT MARKINGS, AND SIGNAGE SHALL CONFORM TO THE "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES," MOST CURRENT REVISION OR AS OTHERWISE SPECIFIED. ALL REFERENCED SIGN STANDARDS ARE TAKEN FROM THE "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES". ALL NEW SIGNS SHALL BE MOUNTED ON GALVANIZED POSTS AND IN ACCORDANCE WITH STATE AND LOCAL REGULATIONS. 5. THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING UTILITIES ASSOCIATED WITH THE PROJECT WORK SCOPE DURING CONSTRUCTION. AT LEAST 48 HOURS PRIOR TO ANY DEMOLITION, GRADING, OR CONSTRUCTION ACTIVITY THE CONTRACTOR SHALL NOTIFY "MISS UTILITY" OF VIRGINIA ® 811 FOR PROPER IDENTIFICATION OF EXISTING UTILITIES WITHIN THE PROJECT SITE. 6. ANY DAMAGE OCCURRING TO THE EXISTING SITE INFRASTRUCTURE ON THIS OR THE ADJACENT SITE DURING THE CONSTRUCTION OPERATIONS AND/OR MOBILIZATION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. ALL EXISTING DAMAGED ITEMS INCLUDING CONCRETE AND/OR PAVEMENT SECTIONS SHALL BE RESTORED TO THEIR ORIGINAL CONDITIONS PRIOR TO PROJECT COMPLETION AT THE EXPENSE OF THE CONTRACTOR. 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPLACING WITH MATCHING MATERIALS ANY PAVEMENT, DRIVEWAYS, WALKS, CURBS, ETC. THAT MUST BE CUT OR THAT ARE DAMAGED DURING CONSTRUCTION INSIDE AND OUTSIDE OF THE LIMITS OF CONSTRUCTION. B. ANY AND ALL UTILITIES AND/OR OBSTRUCTIONS (POWER POLES, TELEPHONE PEDESTALS, GUY WIRES, WATER METERS, ETC.) THAT ARE REQUIRED TO BE RELOCATED OR ADJUSTED DUE TO CONSTRUCTION SHALL BE DONE SO AT THE OWNERS/DEVELOPERS EXPENSE. 9. SLOPES WITHIN THE LIMITS OF THE HANDICAPPED PARKING AREAS SHALL NOT EXCEED 1.5% IN ANY DIRECTION. CROSSWALKS AND SIDEWALKS SHALL HAVE A MAXIMUM CROSS SLOPE OF 1.5% AND A MAXIMUM LONGITUDINAL SLOPE OF 5% IN DIRECTION OF TRAVEL. SLOPES IN HANDICAP RAMPS SHALL BE BUILT IN CONFORMANCE WITH ILATEST ADA CRITERIA AND LOCAL DESIGN STANDARDS. 10. THE CONTRACTOR IS RESPONSIBLE TO REMOVE ALL THE REMOVED/DEMOLISHED MATERIAL FROM THE PROJECT SITE AND DISPOSE OF SAME IN A LEGAL MANNER. 11. TYING TO EXISTING PAVEMENT. EXISTING PAVEMENT SHALL BE NEATLY SAW CUT TO A STRAIGHT LINE AND ALL PAVING ON THE NEW PAVEMENT SIDE OF THE CUT SHALL BE COMPLETELY REMOVED AND REPLACED WITH SPECIFIED MATERIALS. THE CUT LINE SHALL BE FULL -DEPTH AND COATED WITH A TACK COAT TO FURNISH A BOND BETWEEN THE EXISTING SURFACE COURSE AND THE NEW SURFACE COURSE. VDOT GENERAL NOTES 1. ALL MATERIALS AND CONSTRUCTION WITHIN THE PUBLIC RIGHT OF WAY SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION'S ROAD AND BRIDGE SPECIFICATIONS, ROAD AND BRIDGE STANDARDS AND VIRGINIA WORK AREA PROTECTION MANUAL. 2. LAND USE PERMITS (LUP) SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION PRIOR TO BEGINNING ANY CONSTRUCTION WITHIN THE EXISTING STATE MAINTAINED RIGHT-OF-WAY (INCLUDING ACCESS). 3. VDOT REQUIRES NOTIFICATION 48 HOURS PRIOR TO COMMENCING WITH INITIAL CONSTRUCTION ACTIVITIES. PLEASE CONTACT THE APPROPRIATE PERMIT OFFICE IN WHICH YOUR PROPOSED ACTIVITIES ARE TO OCCUR. 4. APPROVAL OF A DETAILED CONSTRUCTION SEQUENCING AND MAINTENANCE OF TRAFFIC PLAN FOR THE WORK ZONE IS A PREREQUISITE FOR ISSUANCE OF A LAND USE PERMIT. THE PLAN SHALL ACCOMMODATE ACCESS TO AND CONSTRUCTION WITHIN VDOT MAINTAINED RIGHT-OF-WAY. 5. WORK ZONES - THE DEPARTMENT SHALL BE NOTIFIED 48 HOURS IN ADVANCE OF ANY ANTICIPATED LANE/SHOULDER CLOSURES ON ROADWAYS CLASSIFIED AS COLLECTOR ROADS OR HIGHER. YOU DO NOT NEED TO CALL TO ACTIVATE YOUR WORK ZONE UNTIL YOU PLACE THE FIRST CONE OR SIGN IN YOUR WORK ZONE. REQUESTS FOR THE IMPLEMENTATION OF TEMPORARY LANE AND SHOULDER CLOSURES MUST BE ENTERED INTO THE VDOT LANE CLOSURE ADVISORY MANAGEMENT SYSTEM (LCAMS) AND VATRAFFIC A MINIMUM OF ONE WEEK PRIOR TO THE PLANNED EXECUTION OF LANE OR SHOULDER CLOSURE ACTIVITIES ON STATE MAINTAINED ROADWAYS. THE PERMITTEE OR THEIR CONTRACTOR MAY ENTER THEIR REQUESTS DIRECTLY OR PROVIDE WRITTEN REQUESTS TO THE CENTRAL REGION TRAFFIC OPERATIONS CENTER (TOC), 804-796-4520, APRIL DABNEY, LANE CLOSURE COORDINATOR, OR MAILTO: APRIL.DABNEY®VDOT.VIRGINIA.GOV WITH 'LANE CLOSURE REQUEST" IN THE SUBJECT LINE. 6. PERMITTEE MUST NOTIFY VIRGINIA DEPARTMENT OF TRANSPORTATION TOC WHEN THERE IS A CRASH IN A WORK ZONE AT 804-796-4520. 7. PRIOR TO ANY CONSTRUCTION, THE CONTRACTOR SHALL CONSULT THE DEVELOPER'S ENGINEERING CONSULTANT AND VERIFY THE APPROVAL OF THE PLANS BY ALL APPLICABLE FEDERAL, STATE AND LOCAL AGENCIES. 8. CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND UTILITIES SHOWN ON PLANS IN AREAS OF CONSTRUCTION PRIOR TO STARTING WORK. CONTACT THE DEVELOPER'S ENGINEERING CONSULTANT IMMEDIATELY IF LOCATION OR ELEVATION IS DIFFERENT FROM THAT SHOWN ON PLAN. IF THERE APPEARS TO BE A CONFLICT, OR UPON DISCOVERY OF ANY UTILITY NOT SHOWN ON THIS PLAN, CALL 'MISS UTILITY" AT 811. THE DEVELOPER SHALL BE RESPONSIBLE FOR THE RELOCATION OF ANY UTILITY WITHIN EXISTING AND PROPOSED RIGHT OF WAY REQUIRED BY THE DEVELOPMENT. 9. THE PERMITTEE OR THEIR AGENT MUST CONTACT THE VDOT CUSTOMER SERVICE CENTER AT 1-800-367-7623 A MINIMUM OF 48 HOURS PRIOR TO INITIATING ANY PLANNED EXCAVATION WITHIN 1,000 FEET OF A SIGNALIZED INTERSECTION AND/OR NEAR VDOT ITS INFRASTRUCTURE. EXCAVATION MAY PROCEED ONLY AFTER THE VDOT REGIONAL UTILITY LOCATION AGENT HAS NOTIFIED THE PERMITTEE THAT THE UTILITY MARKING HAS BEEN COMPLETED. ADDITIONAL INFORMATION CAN BE FOUND AT: HTTP://WWWAARGINIADOT.ORG/BUSINESS/RESOURCES AIM /TE-383_REQUEST FOR MARKING VDOT _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. MOOT 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. MOOT 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 MOOT 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. MOOT 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. B. ALL ELEVATIONS ARE IN REFERENCE TO THE BENCHMARK, AND THIS MUST BE VERIFIED AND LOCATED BY THE GENERAL CONTRACTOR PRIOR TO GROUND BREAKING. 9. CONTRACTOR SHALL ENSURE POSITIVE DRAINAGE SO THAT RUNOFF WILL DRAIN BY GRAVITY FLOW ACROSS NEW PAVEMENT AREAS TO NEW OR EXISTING DRAINAGE INLETS OR SHEET FLOW OVERLAND. 10. THE CONTRACTOR SHALL ADHERE TO ALL TERMS & CONDITIONS AS OUTLINED IN THE GENERAL V.S.M.P. PERMIT FOR STORMWATER DISCHARGE ASSOCIATED WITH CONSTRUCTION ACTIVITIES. 11. ALL DRAINAGE STRUCTURES AND STORM SEWER PIPES SHALL MEET HEAVY DUTY TRAFFIC (H20) LOADING AND BE INSTALLED ACCORDINGLY. OTHER THAN THOSE SHOWN ON THE ROAD PLANS WILL BE DETERMINED PRIOR TO ACCEPTANCE OF THE ROADS INTO THE VDOT SECONDARY ROAD SYSTEM. 28. ROAD & BRIDGE SPECIFICATIONS SECTION 302, DRAINAGE STRUCTURES ADDRESSES POST INSTALLATION VISUAL/VIDEO CAMERA INSPECTION OF STORM SEWER PIPES AND PIPE CULVERTS. INSPECTION FREQUENCY SHALL BE IN ACCORDANCE WITH THE SPECIFICATIONS AND/OR AS NECESSITATED BY THE ENGINEER. VIDEO INSPECTION SHALL BE CONDUCTED IN ACCORDANCE WITH VIRGINIA TEST METHOD (VTM) 123, POST INSTALLATION INSPECTION OF BURIED STORM SEWER PIPE AND PIPE CULVERTS. 29. A CONSTRUCTION ENTRANCE SHALL BE INSTALLED ON EACH INDIVIDUAL LOT PRIOR TO ANY LOT GRADING OR HOME CONSTRUCTION ACTIVITIES AND SHALL BE ADEQUATELY MAINTAINED UNTIL ALL CONSTRUCTION TRAFFIC AREAS WITHIN THE LOT HAVE BEEN STABILIZED. 30. ALL ENTRANCES SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH CURRENT VDOT STANDARDS. RESIDENTIAL LOT ACCESS SHALL BE PROVIDED PER THE FOLLOWING CRITERIA: • ALL DRIVEWAY ENTRANCES AND ENTRANCE CULVERTS SHALL CONFORM TO PE-1 PRIVATE ENTRANCE STANDARDS UNLESS OTHERWISE APPROVED BY VDOT. NO ENTRANCE CULVERTS ARE TO BE INSTALLED WITHIN FIVE (5) FEET OF A PROPERTY CORNER. • VDOT STANDARD CG-9D ENTRANCES SHALL BE USED WHEN AN ENTRANCE IS REQUIRED IN CURB AND GUTTER NEIGHBORHOODS UNLESS OTHERWSE 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. MOOT WILL ALLOW LIGHTING WITHIN THE RIGHT OF WAY BY LUP ONLY. LIGHTING ON CURB SECTIONS SHALL BE PLACED BEHIND THE CURB AND PREFERABLY BEHIND THE SIDEWALK. FOR SHOULDER SECTIONS, THE POLE SHALL BE PLACED A MINIMUM OF 10' FROM EDGE OF PAVEMENT AND BEHIND THE DITCH LINE. ALL LIGHTING PROPOSED WITHIN THE RIGHT OF WAY MUST BE DESIGNED IN ACCORDANCE WITH THE AASHTO GUIDE FOR ROADWAY LIGHTING AND SHALL MEET THE CURRENT ILLUMINATING ENGINEERING SOCIETY OF NORTH AMERICA (IESNA) STANDARDS. 34. TRAFFIC SIGNALS REQUIRE AN INDIVIDUAL LAND USE PERMIT. THE APPLICANT SHALL BE RESPONSIBLE FOR THE DESIGN COSTS OF ANY TRAFFIC SIGNAL INSTALLATION OR MODIFICATION OF EXISTING SIGNALS. DESIGN PLANS MUST BE PREPARED AND SUBMITTED TO VDOT BY A LICENSED PROFESSIONAL ENGINEER FOR REVIEW AND APPROVAL. THIS INCLUDES THE FOUNDATION DESIGN AND ANY EQUIPMENT ASSOCIATED WITH THE COMPLETED TRAFFIC SIGNAL. ALL EQUIPMENT MUST BE APPROVED BY VDOT. SHOP DRAWINGS MUST BE SUBMITTED FOR REVIEW AND APPROVAL PRIOR TO FABRICATING ANY SIGNAL STRUCTURAL COMPONENTS. 35. SOIL STABILIZATION IS REQUIRED WITHIN 7 DAYS FOR ALL AREAS WHERE CLEARING, GRADING, EXCAVATION OR OTHER LAND DISTURBING ACTIVITIES HAVE PERMANENTLY CEASED OR WHERE LAND DISTURBANCE ACTIVITIES HAVE BEEN TEMPORARILY SUSPENDED FOR AN ANTICIPATED DURATION OF GREATER THAN 7 DAYS, OR UPON COMPLETION OF GRADING OPERATIONS FOR A SPECIFIED AREA. SOIL STABILIZATION SHALL BEGIN AS SOON AS PRACTICABLE, BUT NOT LATER THAN THE SEVEN DAYS FOLLOWING THE DAY WHEN LAND DISTURBING ACTIVITIES TEMPORARILY OR PERMANENTLY CEASED. 36. NO STRUCTURE SHALL BE CONSTRUCTED ON STATE MAINTAINED RIGHTS OF WAY, OR ON RIGHT OF WAYS INTENDED TO BE MAINTAINED BY VDOT UNLESS SAID STRUCTURES ARE SHOWN ON CONSTRUCTION PLANS APPROVED BY VDOT OR SUCH STRUCTURES ARE COVERED BY A VDOT LAND USE PERMIT (OR BY A LETTER OF INTENT FROM THE RESIDENT ADMINISTRATOR/RESIDENT ENGINEER TO ISSUE SAID PERMIT AT THE TIME OF STATE ACCEPTANCE). 12. IF ANY EXISTING STRUCTURES TO REMAIN ARE DAMAGED DURING CONSTRUCTION IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO REPAIR AND/OR REPLACE THE EXISTING STRUCTURE AS NECESSARY TO RETURN IT TO EXISTING CONDITIONS OR BETTER. 13. AFTER PLACEMENT OF SUBGRADE AND PRIOR TO PLACEMENT OF PAVEMENT, CONTRACTOR SHALL TEST AND OBSERVE PAVEMENT AREAS FOR EVIDENCE OF PONDING. ALL AREAS SHALL ADEQUATELY DRAIN TOWARDS THE INTENDED STRUCTURE TO CONVEY STORM RUNOFF. CONTRACTOR SHALL IMMEDIATELY NOTIFY OWNER AND ENGINEER IF ANY DISCREPANCIES ARE DISCOVERED. UTILITY NOTES 1. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES OR UTILITIES BY OTHERS AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES, AND WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANIES AT LEAST 72 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. 2. THE CONTRACTOR SHALL FAMILIARIZE THEMSELVES WITH THE APPLICABLE UTILITY SERVICE PROVIDER REQUIREMENTS AND IS RESPONSIBLE FOR ALL COORDINATION REGARDING UTILITY DEMOLITION AS IDENTIFIED OR REQUIRED FOR PROJECT. THE CONTRACTOR SHALL PROVIDE THE OWNER WRITTEN NOTIFICATION THAT THE EXISTING UTILITIES AND SERVICES HAVE BEEN TERMINATED AND ABANDONED IN ACCORDANCE WITH JURISDICTION AND UTILITY COMPANY REQUIREMENTS. 3. CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF SITE PLAN DOCUMENTS AND ARCHITECTURAL DESIGN FOR EXACT BUILDING UTILITY CONNECTION LOCATIONS, DOOR ACCESS, AND EXTERIOR GRADING. THE UTILITY SERVICE SIZES ARE TO BE DETERMINED BY THE ARCHITECT. THE CONTRACTOR SHALL COORDINATE INSTALLATION OF UTILITIES/SERVICES WITH THE INDIVIDUAL COMPANIES, TO AVOID CONFLICTS AND ENSURE PROPER DEPTHS ARE ACHIEVED. THE JURISDICTION UTILITY REQUIREMENTS SHALL ALSO BE MET, AS WELL AS COORDINATING THE UTILITY TIE-INS/CONNECTIONS PRIOR TO CONNECTING TO THE EXISTING UTILITY/SERVICE. WHERE CONFLICTS EXIST WITH THESE SITE PLANS, ENGINEER IS TO BE NOTIFIED PRIOR TO CONSTRUCTION TO RESOLVE. 4. THE CONTRACTOR SHALL PERFORM WHATEVER TEST EXCAVATION OR OTHER INVESTIGATION IS NECESSARY TO VERIFY TIE-IN INVERTS LOCATIONS AND CLEARANCES AND SHALL REPORT IMMEDIATELY ANY DISCREPANCIES TO KIMLEY- HORN AND ASSOCIATES, INC. AT (804) 673-3882. 5. THE CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OF ALL UTILITIES TO REMAIN IN PLACE. 6. MAINTAIN A MINIMUM OF 18" OF VERTICAL CLEARANCE BETWEEN STORM SANITARY AND ALL UTILITIES UNLESS OTHERWISE NOTED). 7. CROSS CONNECTION CONTROL AND BACK FLOW PREVENTION SHALL BE IN ACCORDANCE WITH THE UNIFORM STATEWIDE BUILDING CODE. 8. CONTRACTOR SHALL COORDINATE WITH THE FIRE MARSHAL BEFORE INSTALLING FIRE LANE SIGNS AND MARKINGS. 9. ALL CLEANOUTS WITHIN VEHICULAR AREAS SHALL BE TRAFFIC BEARING. 10. CONTRACTOR SHALL SAW CUT, REMOVE, AND REPLACE ASPHALT PAVEMENT AS NECESSARY TO INSTALL UNDERGROUND ELECTRIC, TELEPHONE, SANITARY SEWER, WATER, AND COMMUNICATION CONDUITS. 11. UNDERGROUND UTILITIES INSTALLED ON PRIVATE PROPERTY OR IN PRIVATE UTILITY EASEMENTS AND BUILDING RELATED STORM DRAINS SHALL BE DESIGNED AND INSTALLED PER THE CURRENT EDITION OF THE VIRGINIA UNIFORM STATEWIDE BUILDING CODE. 12. PROPOSED CROSSINGS WITH EXISTING UNDERGROUND UTILITIES SHALL BE FIELD VERIFIED BY TEST PIT PRIOR TO COMMENCEMENT OF CONSTRUCTION. 13. THE RIM ELEVATIONS OF EXISTING MANHOLES, INLET STRUCTURES, AND SANITARY CLEANOUT TOPS SHALL BE ADJUSTED, IF REQUIRED, TO MATCH PROPOSED GRADES IN ACCORDANCE WITH ALL APPLICABLE STANDARDS. 14. ALL WATER, SEWER AND FIRE LINES REQUIRE NEW INSPECTION AND TESTING PROCEDURES. THE ACSA PERFORMS ANY TESTING AND INSPECTIONS OF THE PUBLIC SEWER AND WATER MAIN(S). THE ALBEMARLE COUNTY BUILDING INSPECTIONS DEPARTMENT (ACBID) DOES A VISUAL INSPECTION AND WITNESSES THE TESTING OF THE BUILDING DRAIN, WATER SERVICE PIPE AND THE SPRINKLER LEAD-IN CONNECTION. THE DEVELOPER/CONTRACTOR IS RESPONSIBLE TO RETAIN A SPECIAL INSPECTOR AS OUTLINED IN THE UPDATED ALBEMARLE COUNTY POLICY FOR SITE UTILITIES TO PERFORM THE VISUAL INSPECTION AND TESTING OF ALL UTILITIES NOT COVERED BY THE ACSA OR ACBID. THIS INCLUDES BUILDING SEWERS, WATER AND FIRE LINE BRANCHES BETWEEN THE MAIN AND THE METERS)/BUILDING(S). THE SPECIAL INSPECTOR'S REPORT MUST BE SUBMITTED AND APPROVED BY THE ALBEMARLE COUNTY ENGINEERING DEPARTMENT PRIOR TO A CERTIFICATE OF OCCUPANCY BEING ISSUED. TRAFFIC CONTROL NOTES 1. WHENEVER CONSTRUCTION OPERATIONS ENCROACH ON THE RIGHT -OF WAY OF ADJACENT ROADWAYS, TRAFFIC CONTROL SHALL BE PROVIDED IN ACCORDANCE WITH LOCAL AND STATE STANDARDS. 2. NO MATERIALS OR EQUIPMENT SHALL BE STORED OR STOCKPILED WITHIN THE RIGHT-OF-WAY OF ADJACENT ROADWAYS. 3. THE CONTRACTOR WILL BE SOLELY RESPONSIBLE FOR COMPLETING AND IMPLEMENTING TRAFFIC CONTROL PLAN. BUILDING INSPECTION NOTES: 1. ACCESSIBLE PARKING SPACES, ACCESS ISLES, AND ACCESSIBLE ROUTE SHALL BE INSTALLED IN ACCORDANCE WITH ICC ANSI A117.1-09 AND THE 2015 VIRGINIA CONSTRUCTION CODE. 2. ALL WATER, SEWER LINES, AND FIRE LINES FROM THE MAIN TO THE STRUCTURE LOCATED ON PRIVATE PROPERTY MUST HAVE A VISUAL INSPECTION PERFORMED BY THE BUILDING DEPARTMENT. 3. BUILDINGS OR STRUCTURES BUILT BEFORE JANUARY 1, 1985 MUST HAVE AN ASBESTOS SURVEY PERFORMED IN ORDER TO APPLY FOR A DEMOLITION PERMIT. ASBESTOS REMOVAL PERMITS ARE REQUIRED IF POSITIVE FOR SUCH FROM ALBEMARLE COUNTY AND VDOLI. CONTACT VDOLI FOR THEIR ADDITIONAL REQUIREMENTS AND PERMITS FOR DEMOLITION PROJECTS AT 540-562-3580 X131. cn z 0 w 0 r� N N Lza Owo <z ¢o U:� N o=mom cnU N U)E n U a I z r �\ 0O O O Z co ¢N = zL'iow IK D] J 05 = LLJ Y z wwo� Y N M J J N - O N } OOLn Ln 0 N N N _ = m o 0 o ¢ ¢ �o w� cn N\ cn m > m w N o N Q o m ¢ \ W z z 0 y y O U w K S N 0 0 V 0/� a_ W 0 5W G 0 2 w J 0_ Q W m J Q SHEET NUMBER CA-101 w Q 0 N N 0 0 a a 0 0 z Y 0 T ° s 3 ° a N 0 0 ° ° o� D ° I J v Y Y 1 J T 3� 0 .o o_ J ° 5 o J Y c � o �N � N n 0 i ° D s N 3 N c .- n o E i o ?` L a° c � o o ° n n 0 c n o E ( o C D o I d D� J° D `o V n V � 7 0- - o > 3 IL � L Y 3 v E o D ° v 0 � aV ° L c ° it o � o a ° n D `- J ai t u Y 1 v J 0 ° E D J c J ° Y ✓+ J N L U V w J c _ v I d J m c 3 O � J U c ° p, a �v u N o c u n v L L +� s n L v N o N c n m E c 0 0 o O � :1 m Albemarle County Engineering Final Plan General Notes Page 1 of 4 ALBEMARLE COUNTY FINAL PLAN GENERAL NOTES General Construction Notes 1. Prior to any construction within any existing public right-of-way, including connection to any existing road, a permit shall be obtained from the Virginia Department of Transportation (VDOT). This plan as drawn may not accurately reflect the requirements of the permit. Where any discrepancies occur the requirements of the permit shall govern. 2. All materials and construction methods shall conform to current specifications and standards of VDOT unless otherwise noted. 3. Erosion and siltation control measures shall be provided in accordance with the approved erosion control plan and shall be installed prior to any clearing, grading or other construction. 4. All slopes and disturbed areas are to be fertilized, seeded and mulched. 5. The maximum allowable slope is 2:1 (horizontal:vertical). Where reasonably obtainable, lesser slopes of 3:1 or better are to be achieved. 6. Paved, rip -rap or stabilization mat lined ditch may be required when in the opinion of the County Engineer, or designee, it is deemed necessary in order to stabilize a drainage channel. 7. All traffic control signs shall conform with the Virginia Manual for Uniform Traffic Control Devices. 8. Unless otherwise noted all concrete pipe shall be reinforced concrete pipe - Class III. 9. All excavation for underground pipe installation must comply with OSHA Standards for the Construction Industry (29 CFR Part 1926). General Construction Notes for Streets (Thus list is in addition to the General Construction Notes) 1. Construction inspection of all proposed roads within the development will be made by the County. The contractor must notify the Department of Community Development (296- 5832) 48 hours in advance of the start of construction. 2. Upon completion of fine grading and preparation of the roadbed subgrade, the contractor shall have CBR tests performed on the subgrade soil. Three (3) copies of the test results shall be submitted to the County. If a subgrade soil CBR of 10 or greater is not obtainable, a revised pavement design shall be made by the design engineer and submitted with the test results for approval. 3. Surface drainage and pipe discharge must be retained within the public right-of-way or within easements prior to acceptance by the County. All drainage outfall easements are to be extended to a boundary line or a natural watercourse. 4. Guardrail locations are approximate. Exact length, location and appropriate end treatments will be field verified at the time of construction. Additional guardrail may be required at locations not shown when, in the opinion of the County Engineer, or designee, it is deemed necessary. When guardrail is required, it shall be installed four (4) feet offset from the edge Albemarle County Engineering Final Plan General Notes (Pe6gluj28051 General construction notes for Stormwater Management plans 1. All dams and constructed fill to be within 95% of maximum dry density and 2% of optimum moisture content. All fill material to be approved by a geotechnical engineer. A geotechnical engineer is to be present during construction of dams. 2. Pipe and riser joints are to be watertight within stormwater management facilities. 3. For temporary sediment traps or basins which are to be converted to permanent stormwater management facilities; conversion is not to take place until the site is stabilized, and permission has been obtained from the County erosion control inspector. (16 Jw 2005) Albemarle County Engineering Final Plan General Notes Page 2 of 4 of pavement to the face of guardrail, and roadway shoulder widths shall be increased to seven (7) feet. 5. Where urban cross sections are installed, all residential driveway entrances shall conform to VDOT CG-9(A, B or C). 6. Where rural cross sections are installed, all residential driveway entrances shall conform to VDOT standard PE-1. 7. Compliance with the minimum pavement width, shoulder width and ditch sections, as shown on the typical pavement section detail, shall be strictly adhered to. 8. Road plan approval for subdivisions is subject to final subdivision plat validation. Should the final plat for this project expire prior to signing and recordation, then approval of these plans shall be null and void. 9. All signs or other regulatory devices shall conform with the Virginia Manual for Uniform Traffic Control Devices and the Albemarle County Road Naming and Property Numbering Ordinance and Manual. 10. Traffic control or other regulatory signs or barricades shall be installed by the developer when, in the opinion of the County Engineer, or designee, they are deemed necessary in order to provide safe and convenient access. 11. The speed limits to be posted on speed limit signs are 5 mph below the design speed, or as determined by VDOT for public roads. 12. VDOT standard CD-1 or CD-2 cross -drains under to be installed under the subbase material at all cut and fill transitions and grade sag points as shown on the road profiles. 13. A video camera inspection is required for all storm sewers and culverts that are deemed inaccessible to VDOT or County inspections. The video inspection shall be conducted in accordance with VDOT's video camera inspection procedure and with a VDOT or County inspector present. General construction notes for Erosion and Sediment Control plans 1. The plan approving authority 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. 2. All erosion and sediment control measures will be constructed and maintained according to minimum standards and specifications of the Virginia Erosion and Sediment Control Handbook and Virginia Regulations VR 625-02-00 Erosion and Sediment Control Regulations. 3. All erosion and sediment control measures are to be placed prior to or as the first step in clearing. 4. A copy of the approved erosion and sediment control plan shall be maintained on the site at all times. 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 plan approving authority. (16 J m 2005) Albemarle County Engineering Final Plan General Notes Page 3 of 4 6. The contractor is responsible for installation of any additional erosion control measures necessary to prevent erosion and sedimentation as determined by the plan approving authority. 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. 8. During dewatering operations, water will be pumped into an approved filtering device. 9. The contractor shall inspect all erosion control measures periodically and after each runoff - producing rainfall event. Any necessary repairs or cleanup to maintain the effectiveness of the erosion control devices shall be made immediately. 10. All fill material to be taken from an approved, designated borrow area. 11. All waste materials shall be taken to an approved waste area. Earth fill shall be inert materials only, free of roots, stumps, wood, rubbish, and other debris. 12. Borrow or waste areas are to be reclaimed within 7 days of completion per Zoning Ordinance section 5.1.28. 13. All inert materials shall be transported in compliance with section 13-301 of the Code of Albemarle. 14. Borrow, fill or waste activity involving industrial -type power equipment shall be limited to the hours of 7:00am to 9:00pm. 15. Borrow, fill or waste activity shall be conducted in a safe manner than maintains lateral support, or order to minimize any hazard to persons, physical damage to adjacent land and improvements, and damage to any public street because o slides, sinking, or collapse. 16. The developer shall reserve the right to install, maintain, remove or convert to permanent stormwater management facilities where applicable all erosion control measures required by this plan regardless of the sale of any lot, unit, building or other portion of the property. 17. Temporary stabilization shall be temporary seeding and mulching. Seeding is to be at 75 lbs/acre, and in the months of September to February to consist a 50150 mix of Annual Ryegrass and Cereal Winter Rye, or in March and April to consist of Annual Rye, or May through August to consist of German Millet. Straw mulch is to be applied at 80lbs/100sf. Alternatives are subject to approved by the County erosion control inspector. 18. Permanent stabilization shall be lime and fertilizer, permanent seeding, and mulch. Agricultural grade limestone shall be applied at 90lbs/1000sf, incorporated into the top 4-6 inches of soil. Fertilizer shall be applied at 1000lbs/acre and consist of a 10-20-10 nutrient mix. Permanent seeding shall be applied at 180lbs/acre and consist of 95% Kentucky 31 or Tall Fescue and 0-5% Perennial Ryegrass or Kentucky Bluegrass. Straw mulch is to be applied at 80lbs/100s£ Alternatives are subject to approved by the County erosion control inspector. 19. Maintenance: All measures are to be inspected weekly and after each rainfall. Any damage or clogging to structural measures is to be repair immediately. Silt traps are to be cleaned when 50% of the wet storage volume is filled with sediment. All seeded areas are to be reseeded when necessary to achieve a good stand of grass. Silt fence and diversion dykes which are collecting sediment to half their height must be cleaned and repaired immediately. 20. All temporary erosion and sediment control measures are to be removed within 30 days of final site stabilization, when measures are no longer needed, subject to approval by the County erosion control inspector. (16 J m 2005) September 14, 2021 ACSA GENERAL WATER & SEWER CONDITIONS 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY 1n SERVICE AUTHORITY (ACSA) INSPECTORS. THE CONTRACTOR WILL BE zo RESPONSIBLE FOR NOTIFYING THE PROPER ACSA OFFICIALS AT THE START OF THE WORK. 'LI 2. THE ALBEMARLE COUNTY SERVICE AUTHORITY SHALL HAVE ACCESS TO USE THE AIRSPACE ABOVE THE LOCATIONS OF CONSTRUCTION FOR THE FLIGHT OF UNMANNED AERIAL VEHICLES FOR THE PURPOSE OF IMAGERY COLLECTION. 3. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND z WHERE SHOWN ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL, ON HIS OWN INITIATIVE, LOCATE ALL UNDERGROUND LINES AND O N STRUCTURES, AS NECESSARY. N Lza ' 4. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT O EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTION �� SPECIFICATIONS, AS ADOPTED BY THE ACSA. Q� N O= m (nU N U V)E � 5. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. Q 1 z ,coo OC /\ - co = 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY z� - w (1-800 552-7001). o 5 = LL Y 7. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF THREE AND A ww oz � HALF (3.5) FEET OF COVER MEASURED FROM THE TOP OF PIPE, OVER THE Of a 1' (n CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE J LATERALS AND WATER LINES, ETC. 0E 3 N •� o< 8. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE �Ieo Ln OF ROADSIDE DITCHES. N 9. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. 10. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT. 11. THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NO - LEAD REGULATION REGARDING BRASS FITTINGS EFFECTIVE JANUARY 4, 2014 (SENATE BILL 3874 WHICH AMENDS THE SAFE DRINKING WATER ACT). 12. THE SEWER LATERAL BEYOND THE CONNECTION AT THE SEWER MAIN SHALL BE PRIVATE. THE SEWER LATERAL STUB -OUT SHALL UNDERGO THE ACSA LOW-PRESSURE AIR TEST TO SATISFY COUNTY TESTING N o za za m 0 REQUIREMENTS. VISUAL INSPECTION OF THE SEWER LATERAL STUB -OUT bio Cn SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS °N w� � \ n m > DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER D_ N o CCN a o m o PLUMBING' PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. = o\ Z 3 Y a U W a K w S N 0 0 V 13. THE SEWER LATERAL BEYOND THE CONNECTION AT A MANHOLE SHALL BE PRIVATE. VISUAL INSPECTION AND PRESSURE TESTING OF THE SEWER LATERAL SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER Z PLUMBING' PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. W 14. THE FIRE SPRINKLER MAIN DOWNSTREAM OF THE GATE VALVE IS PRIVATE. D VISUAL INSPECTION AND TESTING OF THE FIRE SPRINKLER MAIN O O DOWNSTREAM OF THE GATE VALVE SHALL BE WITNESSED BY THE COUNTY v U z BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING' PERMIT WHICH MUST BE OBTAINED BY THE W J CONTRACTOR. J 15. ALL FLUSHING OF FIRE SPRINKLER MAINS SHALL NOT OCCUR UNTIL [/ APPROVAL IS GIVEN BY THE ACSA. Q UJ W 16, PRIOR TO BACKFLOW PREVENTION DEVICE TESTING AND THE L Z ESTABLISHMENT OF WATER SERVICE, ALL BACKFLOW PREVENTION DEVICE W W INSTALLATIONS SHALL MEET THE ACSA BACKFLOW REQUIREMENTS AS W ' ^ DETAILED IN SECTION 8 OF THE MOST RECENT REVISION OF THE ACSA J v RULES AND REGAULTIONS. 17. A DEED OF EASEMENT AND EASEMENT PLAT FOR THE UTILITY EASEMENTS, APPROVED BY THE ACSA, SHALL BE RECORDED PRIOR TO ANY WATER `I AND/OR SEWER SERVICE BEING ESTABLISHED. O a_ W 0 5W L O 2 w J Q LLJ m J Q SHEET NUMBER CA-102 sy y�' O �0 � LEGEND GROUND LIGHT • WATER VALVE d WATER FIRE HYDRANT / %S ELEC LIGHT POLE ON CIRCULAR BASE / ELEC LIGHT POLE ON RECTANGULAR BASE 0 UTILITY POLE © COMM MH © COMM HANDHOLE ® ELECTRIC HANDHOLE d SIGN IRS BOUNDARY MON/IRON ROD FOUND • BOLLARD SIAMESE SPRINKLER DECIDUOUS TREE CONIFEROUS TREE 0 STORM MH ® SAN SEWER MH Q HEDGE ROW • METAL POST SAN SEWER PIPE STORM WATER PIPE WATERLINE UNDERGROUND ELECTRIC UNDERGROUND ELECTRIC OVERHEAD GUY WIRE COMMUNICATION LINE UNDERGROUND SAN SEWER PIPE PROP. BOUNDARY LINE TOPO SURVEY LIMIT NO TES (1) THIS DRAWING IS BASED ON A CURRENT FIELD SURVEY PERFORMED BY CIVIL SURVEYORS, INC. ON JULY 18, 2022. (2) HORIZONTAL DATUM AND VERTICAL DATUM ARE NAD 83 — VIRGINIA STATE PLANE COORDINATE SYSTEM, SOUTH ZONE, U.S. FEET. AND NAVD 88 ESTABLISHED USING GPS OBSERVATIONS PERFORMED ON JUNE 18, 2022. (3) UNDERGROUND UTILITIES SURVEY WAS PERFORMED AT QUALITY LEVEL "B" (4) BOUNDARY SURVEY WAS NOT PERFORMED. BOUNDARY LINES SHOWN WERE COMPILED FROM PLATS, DEEDS AND OTHER LAND RECORDS PROVIDED BY CLIENTS. TOPOURAPH C SURVEY OF TAX PARCEL ID-006100-00-00-1320 FASHION SQUARE MALL CHARLOTTESVILLE, VIRGINIA 0 60 120 180 Scale: 1" = 60' Tax ID: ILSURVEYORS INC. Parcel: D.B.A. D & M SurveyorS Revised: 221 Queen Street, P.O. Box 1828, Tappahannock, Va. 22560 Office: 804-443-3080 Email: IwhiteOcivsur.com Date: 7/18/202 Drawn By: LOK Sheet No. Scale: 1" = 50'Checked By: LOW 1 of 1 SURVEY CV-101 s 3 I g'o 10 u I QP� 6g1 PSG p Q0' G\ OOgPpQ O0pQ���� 0 is \ NORTHING: 3916787.93 o EASTING: 11490706.17 n c° or 0\6 �\ Ito rti j r9 tt c °\e to ��A T rn �l �TO \ 4 \ c 04 co La a NORTHING: 3916722.32 o EASTING: 11490397.04 -o NORTHING: 3916931.66 �S?g Q k ° EASTING: 11490155.01 qj II F _ — — / \\\\\ ` �33�• GP y� �1 5 �' R�O Sg�kgOk S r \ \--_ S49 08'38"E 320.0� _ — — — �li(� — OO I \ NORTHING: 3916214.6C — doh^ M 3 �\ EASTING: 11490985.62 \\\ c°,. 11 ti°° N E 0 1 �1 ��~ d�°°yo� E I 0TT \ w w w w INw w \ I I I I I I I I I 24''rcP ;4917'53"E 23.73' W 0\\\\\ II I RMW a N _ i \ o "I — ss ss ss ss s Ii °-- \ I s I ° o p\\ Iw 11-------- --- ° III N I 'r 1 II Il7-11 —� ---- ----- _----y--\ — ° II \ \ V o k�cQ III 1I�1t 0� W- 144+ 1 �H- —�� \ > III 1 11 �� k�" • k• __—_ I 0 II 11 1-- ra 1 1 1 a I I II I I1111 e\ 'v 1 11 41 Dr°\ e\ E a 1 r Q -LLL1 - \�\I / t \ \ W a a \ l T I I I iL4 III wl V N II w \ s x $1 • I °ec n I e\ 0� a\ \n\\ 7 N v\ ell NORTHING: 3916464.45 N' ° I N54'4118W�45.63'' CB=N42543.4 1 FASTING: 11490109.68 1 NORTHING: 3916604.27 f L=77.71' r EASTING: 11489932.18 �� A=188.24' cp 23'39'10" 2 �� D I 1� ` 0>"w 9400 ` / p\�9k� a \ NORTHING: 3916440.79 o �kjjti9�9 d \d\�g FEASTING: 11490070.37 cly I �o r I 11 E C V C O o � ar 1.i llllllllllllllILp c 0 III s 1 Ol I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I n it L \ � 1 III1 1111� I „r lilllll11111�11 F II11 IIIIIIIIII111111lII \Ss I III III 1111 1 ill i111 Jill I II �II I III I I — _ s I1 llllllilllll I —�\ I I III Illlllllj I I umi 111111M il1III1II�1111104 I I I Lu w I II Illllllllllll�vi D I I III � 1 II I IIIIIIIIII I III II I � �`� 3N \�`1 11 I lill�l III I II \� III � \ II illlllllll IIII N I IIIII � l -- II , — 1w ss— ss I �W Imll�l ICN —C— IIIIC— zl 0 M N r7 N Lza O , wo Hz ao V:� N (nV N <� M a z oono O z co aN = zLuow O5�— °° J = W SE Ld 3: 1' (N MJ O>- pp< 0 Ln r7 O N z a _ s wm 0 F\'olti� 1 V Ld o O CO w o -L QPOQ6cp N QN o a m ' m �P1 Q� \ o z o 06 'h0 G 1h rc�' = Y y a �n z a Y w J U w O _ N 0 0 V v / Z �o Z F— U Q X Z Lu 0 - - U \ GRAPHIC SCALE IN FEET 0 20 40 80 i =' I 0 W 0 W 2 0 w J 0_ Q W m J Q SHEET NUMBER CV-102 1 k k DEMOLITION LEGEND DEMOLITION NOTES NORTHING: 3916787.93 °°cr EASTING: 11490706.17 t LIMITS OF DISTURBANCE 1. THIS DEMOLITION/EROSION CONTROL PLAN IS INTENDED TO AID THE CONTRACTOR DURING t<oo+ THE BIDDING AND CONSTRUCTION PROCESS AND IS NOT INTENDED TO DEPICT EACH AND a EVERY ELEMENT OF DEMOLITION. THE CONTRACTOR IS RESPONSIBLE FOR IDENTIFYING THE DETAILED SCOPE OF DEMOLITION AND FOR THE DEMOLITION, REMOVAL, OR RELOCATION OF c°\. c \e N EXISTING BUILDING TO BE REMOVED ITEMS IN CONFLICT WITH THE PROPOSED CONSTRUCTION. \ t(°tt�tQo Q 2. THE CONTRACTOR SHALL KEEP ALL ADJACENT ENTRANCES AND PARKING AREAS FREE N \° tc \e a FROM DIRT, DUST, AND AGGREGATE CAUSED BY VEHICLE TRACKING. THESE AREAS SHALL '� \ or\ Q° EXISTING TREES/SHRUBS TO BE BE SWEPT AS OFTEN AS NECESSARY TO KEEP AREAS CLEAN AT A MINIMUM ONCE PER REMOVED DAY. T 3. ALL VALVES, VAULTS, MANHOLES, ETC. THAT ARE TO REMAIN SHALL BE ADJUSTED TO m ` �?' �0 L PROPOSED GRADE. 1 N EXISTING UTILITIES TO BE REMOVED s OR RELOCATED 4. CONTRACTOR TO CONFIRM ALL EXISTING STORM STRUCTURE INVERTS PRIOR TO PROPOSED c r STORM SYSTEM INSTALLATION. \ \ 'o 0 63 0 5. CONTRACTOR TO CONFIRM ALL EXISTING SANITARY SEWER INVERTS PRIOR TO PROPOSED `1 \ t SEWER INSTALLATION. 1 I 3 — Opp \ �j oQ h1 9 s 6. DEMOLITION OF BUILDING TO INCLUDE REMOVAL OF FOUNDATIONS, UNDERGROUND IIII\�� h 5\050� 3 STRUCTURES, AND BUILDING UTILITIES. // O�pQ 7. ALL EXISTING UTILITIES WILL MAINTAIN MINIMUM COVER DURING CONSTRUCTION AND � N VALVES WILL BE FLUSHED TO GRADE. \ \\\\ I ro i E / REMOVE EXISTING 0 UNDERGROUND ELECTRIC \ / -LINE AND LIGHT POLES Y o I NORTHING: 3916722.32 I EASTING: 11490397.04 NORTHING: 3916931.66 EASTING: 11490155.01 qj F _ — / \\\� \ �3 ?�• GP y� 11 $49'08.38"E 320.00' 00� X NORTHING: 3916214.60 i CURB AND GUTTER \ \\� EASTING: 11490985.62 TO BE REMOVED\\ LIMITS OF DISTURBANCE _ SRy� III v'�' j s all __�— vL _--- �c�— — \ 8.13 AC i — — D 11 y o \� — — — — — — _ �\ \ r%F — 1 REMOVE EX. 36" RCP — — II s E II .�° --CURB AND GUTTER \ �\ II\ \ ` / 1 STORM SEWER PIPE y REMOVE EXISTING \�1l III IIII I i I TO BE REMOVED \ `FAO ;— II dpp_ —WATERLINE — I \ 111�11 IIIIII II I I �I ic —CE R W. W IN STORM R SEW PIPE _ I = \� W W n \ \I\I\\ \\\\�IIIIIIIII j `o — — — I _71 - 24"rcp - �i y/ REMOVE EXISTING 8" PVC \ I� III 4917 53"E 23.73' / \ . W / I%I 6"rcp. SANITARY SEWER LINE ---"CURB AND GUTTER_ ` I MONO `'.■M► /✓ ' I �r \ \ /, �I`` /� /' n i� �I� 6g F6"iZ . �` �r 1 TO BE REMOVED OEMy I y��i � �99 35 rcP 9\ k �\ p gP��CURB ND GUTTER \\\\\\\ \\\\\\ I 0 o I M1II /■ — w TO BE REMOVED o — — REMOVE EX. 24" RCP\ y\ \ 1111l�l I m� 1 \ \ - I \ \ STORM SEWER PIPE F �/ S gs� $ 7L7L/�5�/L/�S S t /� cocp o Ivc wlll — w \ �< II z O Izl 0 M N M N Lza O , wo <z ao U:� N !n0 m C) In E M a I r z O �\ OO zN a z�ow I'— 0° O� J = LLJ z ww O >jY > YN MJ O>- ro Ln ro O N 4 < II z w t II II — _ 1 1 7�1 — ❑ I �`� //\� . y IIIIII IIIIII II ��k° �$ 0ti$ c~ N o a a 0 I Iz►1 �� ----- �ir� _ --- — _ _ s \ 1112r IIIIIIIIIIIIIII 5PP \t,'c% `d 0 v= \' ( I I I I I N m m III \ \ eo `��P /�� x III IIII ��� C`) o `0 \ n ' o I 1 \ \ IIIIIII \� Q a ----- _ i oo �----t \ \ \ s �' � m I III IIII IIIIIII = r-I �� _ \ I III III Y� o a a w I ������ ��� ��\�� /I III 1 I,. I I��II�II II N o 0 1 \ \\ \ CURB AND GUTTER o k �cQ III 11 11L_ ®— _ \ TO BE REMOVED 5� \ — l I I IIIIII II hh R�zbCURB AND GUTTER Ik$ 0 1 .•.. _ I s' � I \ \ 1\j \ �\ I I III IIIIIIIII 09� k$Q0' k0 TO BE REMOVED Q I — O I b I II n II IIIIIII yP� a������1 aoyti z 1 �I a III 111 r I111 11 °\e\ v 1 11 41 ar e\ NID LIGHT POLES ����- '��� • p • it � • ����������������� • • �,��r ' ��i�IS IV 'ArINI i�i�i�i�i�i�i�i�i�i�i�i�� f I'll N, 10,510,510,51 MAMMA REMOVE EXISTING o MA IVA MA MA MA MA 1=5 1=5 MA MA RAF MA L ANITARY SEWER LINE "AN MAP MA My 0 QW5 MA WE CURB AND GUT ,• ,.. /��I . - . , . • . . • . • ` ' • .... •IV AMMA 'A IS BE 111A Nd i ♦������kwa��MAMAMA�MAMAMA MA ������ IREMOVE EXIS N R. MA MA MA IVA IVA MA MA MA MA MA tiANITARY SEWER LINE IRA IRA IRA I& IVA MA MA MONONA 11144 It MEMNON WE NA WA NA IWA MA QW5 MA MA MA 0 VA 0 1:) �' 1 11 U) (REMOVE EXISTING MA MA MA MA IVA WATERLINE IN 1 ■ , MENNEN .. GRAPHIC SCALE IN FEET I- O W 0 W 2 O w J Q w m J Q SHEET NUMBER CD-101 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. c 2. THE VSMP CONSTRUCTION ACTIVITY OPERATOR AND THE COUNTY ENVIRONMENTAL INSPECTOR MUST ATTEND m THE PRE -CONSTRUCTION MEETING. ° NORTHING: 3916787.93 00 EA STING: 11490706.17 L<p°+ b F� 0 G�� G O N 3. INSTALL PERIMETER SAFETY FENCE, SILT FENCE, INLET PROTECTION AS SHOWN ON PLAN. \ \ ti(pttrt Q 0 4. INSTALL CONSTRUCTION ENTRANCE AT EXISTING ENTRANCE ON SEMINOLE TRAIL. CONTRACTOR TO KEEP \ \ \ j \�g t(\O o\e Q o EXISTING ROADS FREE OF MUD AND DEBRIS AT ALL TIMES. ^ \ ti(p,(�i 9 `0 5. BEGIN SITE DEMOLITION ACTIVITIES. MAINTAIN POSITIVE DRAINAGE TO EROSION CONTROL MEASURES AT ALL \ \ 1 ,,�y O TIMES. CONTRACTOR TO SEED/MULCH AREAS IMMEDIATELY AS DISTURBANCE CONTINUES THROUGHOUT CONSTRUCTION. \ t*�\ \ \ \ \ pp j) �� o E y / N \ \ \ •CS �O ° 6. ONCE DEMOLITION IS COMPLETE AND ALL PHASE I EROSION AND SEDIMENT CONTROL MEASURES ARE IN PLACE, CONTRACTOR MAY BEGIN PHASE II CONSTRUCTION ACTIVITIES. REFER TO SHEET CE-102 FOR PHASE II \ \ \ C/ o SEQUENCE OF CONSTRUCTION. i I / \ / CC. \ \ \n °.�°\\ O \ �� jJ MINE\ ° 3 $ O '3 7 J L o L J ti Y c 7 5 m � o ° ° ♦1 � n E � o � z S T W E D y n Y J o n a n ° S o L ° NORTHING: 3916931.66 ° EASTING: 11490155.01 0 / / \ ( s I I I \ \\ N c C y o i 11 L0 � 3 ;� 11 0 0 e p\\ 0 � 1 4 5 o n ` I E o Iw I I 0- I 11 j 0 II 1 II I I 11 \ I J n r 111111W \ 3 III II I111 � ;_ II� II 4 3`o k (pQ II I11 II 1 —490— -v 11 IIIIIII 30 ;I�1111111\ \ I --_ a II 11 °\e\ ° II II111 +Ia \ ar\ e 5 E&SLEGEND STD. &SPEC. MEASURE CALLOUT SYMBOL QUANTITY 3.01 SAFETY FENCE 0 0 2,208 LF 3.02 CE 1 EA. CONSTRUCTION ENTRANCE III 3 \ 511---\ 00� 6gyho III \ \ -510, C�G�tg�e( GGp'1�t I I�f \ -509-- /// \�\ \�\\\ 4�F oe + & q\o _ I - -sos- \P6N0 °N6N I \ \ -507- ---498- \ t= -5031_498- I �502-- I�I \-----497----- \�•�� -497� (69 i 6-/ I / NORTHING: 3916722.32 EASTING: 11490397.04 �g00� J I - _ - _ - - - _ - - - -496- - - - �499 / / g0� P N �� \\� \��\ \ 31 E, ° yi g /A � G k A$ Ala F S49'08'38"E 320.00' 0 491 —494- _ \ \ \� \ \\\ _ NORTHING: 3916214.60 EASTING: 11490985.62 PR XI T LO AT ON ILL-- — \ \ \ — I 198 STAGING OFFICE TRAILER / 5 — —494— — — — — — — — — — _ — — — _ — 493� � \ — \ / ip -4- \AN� -RL-='-g- &3�5!_ - w - - ----w- --w IP w I (- I III II I I� \ I_ -IT F"� —} - — — — --- I II /-ca-,3n-- - W-------- _ __�\ \ \ \\\\\I -III II G' 24"rcp - / \ w - - - - / \\ \Q�\ III I I AAT L CA ION OF 4 5— 49'17'53""E-23.73' h' / . W z \\ w i IP 36 rcp \ \ \ \ \� N55 /5h \\ \ \\\\ \ I I I AAEYt---------- i m� "AMU /✓ \ \ ing // g'S °°rr., /� g IP 36-\� \ 11` kg'N b \\\ \\ I hI _ �h _ 9 6 \ \ \ \ 1 1- iI // w-�/k \\ �A 35•(GP ii C1`�pgl kk \ op \\ 5PQ �k$6 \\\\\\\\ �\\\\ l r■ 49¢ \ � p�� \ — — ct' � rc l � / �\\\\ — � i \ / � i 5P Q 4k5� . fo \` \ \ '(� �.i •O" \ \\\\\\\� r ss 8 p ss ~ ss ss IP Z \ \\ \\t� II Illl 111 I ° +I- ��Il�lllllllg�i l p�°\\ All] I,-/ IP ------ —asr +1 _-_ 4 2 - y P \ss \ \ 2- ------ $ I I 11 5 e a _ ------ i rI ' \ \ 3 \\-ft6 \ - 4 �b ,/r \\ I I I i 11I I II I I I� kg �41 l N ke o w \ \ I I I I" o• V. �o 0,1( °J N ----__--a8s1------ \ - 41 \ J 48 ( 0 T I _ 48 J JIL J Ai-1— 0 L o 1 e\e° y\Ot+ 0(rR N5 48 - w afill \\ 0 o, 480 i e 100 7 n if° - ° I _ N54'41'18"W�45 n NORTHING: 391660 v EASTING: 11489932. D v ILr \ d\\ \\ La m I II 11 11 \P�\°) I / FFE=492.69all" rn �Iil1�111� IIIIIIII II L9 -487- - **0-� - t�>•► E \ \� �cs - a II I I \ ; I 111 ILi ui ll 3° 1 I I I I I I I I I I l � \\ e III I I i I �p � II II IIII IIII�I _ SA \ \ 1 \\ 11 \ I I Iw1 II I I\ o `w / ss sslb/ Noo' 1 w W // I I \ 6 Ic - 0 I II IO - °�. 0�� e\gip+ co � CE , Aes\ � 1 I I 1 I I L F,P� �e GF>'o F' I _ � 6R 4r"�Z_ G: 39 6464U1ir 49'1 3"W 242 4\� Sk°0 INORTHING! 3916306 0 - h_ - / \ E SAF , 11490109.68 1 \\' N N C� L 477 71" 3 W 1 3 ' 1 1PGC\P \��p ��t� i EASTING:( 11490293118I I `a III \\\\\\\\\\\\\\\\\\\\\\\\\\\\\\ \\\ N \ R 0 \ \ I' 1 I I \AAA I w I I t I � ,'b=z3.3s'1o" r I b?p�" I // I \ W 94 00 y / \ I I ( III cn NORTHIkl 3916440.79 ��V�9$9 \g \ EASTING:�1490070.37 Lo m � to a \ 1-- _ IP 0 k ti N o ^� a _ __ a Lo \\ J( pe°�k1� b9�0 \ // I I I I \ 12'r° — — ` li \+,L \ e l� e n \ o 1 c°Ra$a�6I 3 v \�J n Y v � oN m E c c 0 O 0 c 0 ni I T5II I \ I NORTHING: 3 16220.38 ' ' N49T3"W `.�2T (EASTING: 11190219.01 SAF SAF NORTH 39129.58 ��TING:111'4 673.32 \ \ C\OQ a;I 6"pvc I I GRAPHIC SCALE IN FEET 5 I ❑ — — — 0 20 40 80 U1 twiT I I 1�'� 4 fl Izl 0 M N M N Lza O , wo Hz ao V� N o= ro n0 N C) <� M a z oo�o a LLJ ZH O W �- 0° O� J = w Y wW O YN MJ N3 0 Ln rrl O N N _ = m o 0 o Q Q �o w� cn NF-- \ (n m > m o f N Q o m Q � \ w a w z z a 0 y w y N 0 0 V 0 Z 0 0. 0 W J O Q W W � � O � Q U =' I O W 0 LLI G 0 w J Q w m J Q SHEET NUMBER CE-101 48 48 PHASE II PROBABLE CONSTRUCTION SEQUENCE 1. CONTRACTOR TO INSPECT AND MAINTAIN ALL EROSION & SEDIMENT CONTROL MEASURES AND MAKE ANY NECESSARY REPAIRS/ADDITIONS BEFORE BEGINNING PROPOSED IMPROVEMENTS. 2. BEGIN SITE GRADING TO PROPOSED FINISHED GRADES MAINTAINING POSITIVE DRAINAGE TO EXISTING INLETS. INLET PROTECTION IS TO REMAIN IN PLACE DURING ALL PHASES OF CONSTRUCTION. 3. INSTALL STORM SEWER AND INLET PROTECTION AND BEGIN INSTALLATION OF UTILITIES. 4. BEGIN CONSTRUCTION OF INTERNAL PARKING, CURB AND GUTTER, AND DRIVE AISLES. INSTALL STONE BASE TO ALL PARKING AREAS TO SERVE AS TEMPORARY STABILIZATION AND INSTALL TEMPORARY SEEDING IN NEWLY GRADED AREAS. 5. CONSTRUCT PROPOSED BUILDING. 6. PAVE PARKING AREAS, INSTALL PAVEMENT STRIPING, AND FULLY STABILIZE ON -SITE IMPROVEMENTS. 7. REMOVE EROSION CONTROLS UPON FULL STABILIZATION OF ALL SITE IMPROVEMENTS. NO EROSION AND SEDIMENT CONTROL MEASURES CAN BE REMOVED WITHOUT APPROVAL OF THE ENVIRONMENTAL INSPECTOR FOR THE SITE. 8. INSTALL FINAL LANDSCAPING AND PLANTINGS. 9. SITE CLEANUP/DEMOBILIZATION. VIRGINIA UNIFORM CODING SYSTEM FOR EROSION AND SEDIMENT CONTROL STD. & SPEC. MEASURE CALLOUT SYMBOL QUANTITY CONSTRUCTION ENTRANCE g Wit! 1!i �!i �li� NORTHING: 3916787.93 EA STING: 11490706.17 t<oo+ e F� go 3.07 INLET PROTECT ON P ® 14 EA. \ tc rt \\ Z U9 \ t4 tt\c °\e 3PERMANENT SEG PS PS _ *AC.6 \� � \ \\ t�\(e .32 EDIN \ 1 \ \ `\ \ \ �.S'T4 j0 �04 cn o LIMITS OF DISTURBANCE 8.14 AC. / 1\ Q/ \\ / \\ �0�w o fl� \'o III 3 511---\ oo� ` //t°Q kg11g ti ` III \ -510, I I$ \ -509- - / 5p37 `\� \�\�\\ F 0 - -508- " �, 4gs \\ \\ \ \ 6 k5 ti5 0� z -507- _ 00 D- vi (714 5 I \ i w 1504 J 4g? \\\\\ wo I, t= 503' -498-------- a o -I'49 / \ \ \ \\\ \\ \\ 5(69 / 6� I ^ p r� 0 n NORTHING: 3916722.32 - _ I I I �- �1q _ _� ` 4 \\ �� ¢11 I I EASTING: 11490397.04 0 4-- - 9 \ ��`\\` �\ _ o NORTHING: 3916931.66 I "" ' \\\ \\ \\\ \ \\ I / - IP \\\\\ \\ ZIK o W ° FASTING: 11490155.01 II F �499� I c ',l•.... .,.. ,..... $ • _ r.:- i:.. \ \ M \ \ \ \ ��\ ��\\\ \ 533 f GP 9�1 o \� \ \\� \�\ \ 1 cn N III / I \ -498- o, .¢ • i:;: a' - . _ _ /\ \\\ a?• wo 3:495 qw `o S49'08'38"E 320.00' 3 - -kIJ>95_6�. rn IyI I II'•;q,,,i.'-?t•<,••3•-; .:i ..Y• i:;. .-.-r_e..-- II •?\\ \'!\ \ i.II I� N°ORTHING: 3916214.60 N FASTING: 11490985.62 N>- 9¢ L% - APR X. LO ATI STAGING OFFICE TRAILER ------Jn49N-V-�97-___---O a E \\ 5 ° F7, \ /I I �'`i•- I \\ `\ � I \\ III II I \ _ - - -4s6- "o }- - / / ��^ - I.' ,r .: - _ o a s 7• 9- cf�. I Y, - .I- r _ II s� -/ I I IP - :r.°;.N .;. ----E-NCEfZ --\ __\ -- •Y -� .,9 \\\ I I I� IIII _ _ 25,475 S.F.jiiiiiiiiiiiiiiV C - - :.. lal °° o I W 1 I a a' AQP X. LOCA ON OF - _ - _ ` 951 4 5- T + n'r u k9k I - - 9�/- - - /9L� - - / s "•"tr'. 4' \I I \\\ \ \\I\IIII Ii o� I TiAILERZAl1i6WN' - - - - _ _ _ - ��I \ \ / - -�-� _ \ _ _ ._L T I \ g' IV rvi / G \\ I I 1 1 a - js¢ w = 4g3 492 I�I.1I'jl II I I `u,° o i 11 493� g3 M M! II I I _ / -- -*3-- N 2 u ULU o 1111 I 4 - `I/� I ---I 7i I --- I I I _ = o I 1►-=- _ - 4s2 I II III I o N o a a ' I I I as2- - - - - - -�' - - - - 9 ( I dO1S v ass :. 111 IP III II I yl I �1 L o oN _ ,I a III :g2 \_ _ - - _ _ I M ° M E� M M IIIII P' I I o co \ n 49z \ y I I I IIII II � N ¢ m TITF - ' W I I .' ;I ._': I I � a r a I I 1 i_ - - ' \ \ 13 I I \ '3w:. 490 I �p I III II I111 I ¢ N m o I 1 --- 4 t- -as1 _--- -�-__- _\ y:,.r... L I IIII \ W z z Y 3 I 1 I _ _ a - --_ I \_ :..1`.3 I� IIII I = CD as1 - - 49, as1 - \�� -----� IP 1 - °� ':�`'.>t.'.�';?kl^\I II\ IIIII�IIII I Y o a n a w r II� I I I / ,..�,. I II I�IIIII N o oLL 3 II I II11�1 \ 49� - - - - \\\ \� i \ 491. `I yN I I IIIIIIII 11 I�I cP n -aso- v ►�� 490 \ N IIIII O N -0 2 a III !II I IIIII i wl l I+1 a °\ &e\ 489 _ 1 \ \\ U) I I \ I 1 L III 48s �g I lIl I IL II IIIII (� w Q =aa8- - _ „ - I I/ SiUP \ \ \ I I I I I I IIIII 111 9 1�II_I I IIII II p CC 4�8 �8 R8,I/ 0)--as7-- \s M \\\I IN I o -i 11 \ jIIII�IIIIIIIIIIIII�I II1 G J L 4C 2021 MODIFIED Lu 0 \ I aso 10 a8_ 00 I\�6\91k W 1 I ,I I1I wI 3�wII I ^L.L Lu oSAF THE HOME DEPO_ S =z1I SS BUILDING 107,504 S.F. Q M I ° � \ I IW 1M fiVESTIBULES 1,283S.F. / ee GARDEN CENTER 25,475 S.F. OUz 1 P g 134,262 S.F. , .:. s _Yc1:_,..� .';I II IP - \ G: 39 6464Mi 49'1 3"W 242 4' 1 ' ` SAF ' K' ` �cpp „ \0 g9 k°'0 INORTHINGI 3916306.60 C E 11490109.68 -I J - �=N42'SPa3 p\ o VO FASTING: 11490293 18 1 f' - i• }: ? W 3 G E x' n NORTHING: 391660 .27 - I L=77,71 \ I ` I �P Q I \ I v EASTING: 11489932. / / \�\ R=188.24' \ h // IA I I 4 1 I I 15 °P \ °j"w ga0 y l \ I I I I I (I I I t....... U1 ;; 600 TOTAL PARKING SPACES PROVIDED fin.; o Go II :' I IN \ \ O NORTHING: 3916440.79- ° to $9 v \ � �g \ FASTING:, 1490070.37 Lo m co rn \ t I - o �pkk'I`L N Ogg. 0'S a a aILIJR "''r...•;-- ���\ -� % +R L.L J U ' I ' •(OQ�ok�k1`W90$ \ 1 I 1 I I �- v�{ `�`� I ` I ' \ W - - - _ _-;ih`:. 3o IN cpP - \\ TRCui L i \\_�Q �! I ^ I I 1 I •III. •'I .I •. IP P •_.'I y _•I s I I I NORTHING: 3 16220.38 IEASTING: 111s0219.01 ) SAF _ II nyr�, 829s8 \ EA G:11 673.32 \ \\ �� O w E ILo� II! -_ I \ Q IxJ o - - GRAPHIC SCALE IN FEET m 0 20 40 80 Q SHEET NUMBER CE-102 SITE NOTES SITE LEGEND 1 }I m 1. ALL CURB RADII ARE 5.0' UNLESS OTHERWISE NOTED. 2. ALL DIMENSIONS ARE TO FACE OF CURB UNLESS OTHERWISE NOTED. 3. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLING ALL STOP SIGNS, DIRECTIONAL SIGNS, AND STRIPING SHOWN ON THE PLANS. 4. REFER TO FINAL GEOTECHNICAL REPORT FOR FINAL PAVEMENT SECTIONS. 5. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLING ALL STOP SIGNS, DIRECTIONAL SIGNS, AND STRIPING SHOWN ON THE PLANS. 6. REFER TO FINAL GEOTECHNICAL REPORT FOR FINAL PAVEMENT SECTIONS. Y 0 T \ / 0 0 y 3 a N C N O N c 0 E O z T N E T O 0 a o NOR ` EAS- 0 c 0 0 N 0 � I0 3 I 0 3 o E � E I t 0 J � L I J Y n o c I � n 0 J , n M n OI E U5 n � allo c 0 o w L 0 N O � � m � J d in K MI O_ -o Z 2 v 0 N n v o `o- n 0 3 0 L C !E O N O I o I w 0 c ] 0 D v V 0 V o - � I o_ I a Y s 0 � o T E10 o o w D c - c m ai o L D V 7 c v c E i� o� z c 0 � o J L NORTHING: 3916604.27 r EASTING: 11489932.1E n r v i n o_ J N _ 0 � o -O J U c 0 � w C N c c ° n v 2 u L 3 N w n Y v � o o .. m E C O C O o � L o � c NG: 391693' G: 11490155 VDOT STD. CG-12B M ZI N54'41 5' CONCRETE SIDEWALK I I I I II I II 1.0' VDOT STD. CG-12B R20.0' )P BAR - R20.0' SIDEWALK FLUSH WITH PAVEMENT - F CONCRETE SIDEWALK VDOT STD. CG-12B R80.0' Q - tL _NORTHING: 3916464.4; NG: 11490109.68 3916440.79 11490070.37 3916787.93 11490706.17 PROPOSED RETAINING WALL BY OTHERS SINGLE CART CORRAL - NLOAD-N 'GO (2 SPACES) REFER TO DETAIL 26-E5 ON SHEET CS-501 �11IFvlII I I I 1 1 10.0' 15.5' CO RRAL 1 J_J_J._ I. DOi ^ CART1;:c �o "W 242.04' NORTHING: 3916306.60 a EASTING: 11490293.18 THD TRUCK RENTAL (3 SPACES) DOUBLE CART CORRAL80, j REFER TO DETAIL 26-E4 ON SHEET CS-501�Ir PRO PARKING RESERVED SIGN REFER TO DETAIL 26-E4 ON SHEET CS-501 HANDICAP ACCESSIBLE SIGN AND POST REFER TO DETAIL 26-F ON SHEET CS-502 HANDICAP SYMBOL REFER TO DETAIL 26-E2 ON SHEET CS-501 NORTHINGI 391162120/38 EASTING: 1149-? 0219.01 ACCESSIBLE STRIPING REFER TO DETAIL 26-E1 ON SHEET CS-501 j0 -6>0�� ADA HANDICAP SYMBOL 5t3� REFER TO DETAIL 26-E2 ON SHEET CS-501 \ r; ACICESSIBLE STRIPING •, REFER TO DETAIL 26-E1 ON SHEET CS-501 I .a OUTDOOR DISPLAYS o 931 SF) o �o I _ GARDEN CENTER - - - - - - - - - - - - - - - - - - - - - - - 25,475 S.F. OUTDOOR DISPLAYS (1,513 SF) STOP BAR - ADA HANDICAP SYMBOL REFER TO DETAIL 26-E2 ON SHEET CS-501 CROSSWALK WHITE STRIPING 6' WIDTH, 2.5' APART ACCESSIBLE STRIPING REFER TO DETAIL 26-E1 ON SHEET CS-501 STOP BAR 265.3' 4C-2021 MODIFIED m M THE HOME DEPOT PROPANE CAGES BUILDING 107,504 S.F. (62SF) VESTIBULES 1,283 S.F. GARDEN CENTER 25,475 S.F. �ci 134,262 S.F. CROSSWALK WHITE STRIPING 6' WIDTH, 2.5' APART r STRAIGHT CURB REFER TO DETAIL 26-C1 ON CS-501 600 TOTAL PARKING SPACES PROVIDED II TRC 276.6' HEAVY DUTY PAVEMENT SEE 26-A2 ON SHEET CS-501 a CONCRETE SIDEWALK ° SEE SHEET CS-502 ' e LIGHT DUTY PAVEMENT SEE 26-A1 ON SHEET CS-501 MILL AND OVERLAY SEE SHEET CS-502 CONCRETE CURB AND GUTTER SEE 26-C2 ON SHEET CS-501 SPILLING CURB/GUTTER SEE SHEET CS-502 4" STRIPE ISLAND S29. PROPOSED DEPRESSED CURB 53 31'f 75 AT GENERATOR GATE 52.2' 11 ..n \ N N I 1' NORTHING: 3916214.60 \� EASTING: 11490985.62 PROPOSED RETAINING WALL BY OTHERS I EXISTING RETAINING WALL I I in r 3 r IN O IM to OUTDOOR STORAGE (2,575 SF) II MASONRY SCREEN WALL 11490673. I I I I I GRAPHIC SCALE IN FEET 0 20 40 80 w a 0 Z o_ > W O M N N Lza 0 w0 H z ao V: N O= m (nV cc)U <� a Iz O 00 0 Z co aN = � zow o� � = W Y ww O Lj Y N M J J 03 0 r� N N _ = m 0 o Q Q O w U 7 N \ v m > m o N o N Q 0 m Q \ w a " z z a o y w y Of N 0 0 V ►:iJ I..L W 0 5w O W J 0_ Q W m J Q SHEET NUMBER CS-101 } 0] w H Q d c N N O N Q a 0 F o In x Z E o Y (n o Ld T 0 0 y 3 0 L N O C z N O u O o M m N o N LzQ `o x n - W 0 v O H Z QO Y O� n U ccNo O U O� � 0 Q z 00 r O 0 �� Q I_ z7 Ld of — , J o Ou = W Y }- z N Ww O L Of cj 0 M J y 03. N } O Q U 3 O y � V) 3 0 J Q r N v w E 0 0 H� � L O p N N o U ._ d N N n t o N E E o - a g 0 0 Qo N _ = DO v 0 N 0 Q Q m d 0 W cn ° a N ~ m m `o U) In `o- D- N O N Q 0 m 0 3 = O J z 3 0 w N L x0 Y U w K S L N 0 0 V 3 = o v_ O O m N o 0 o a J_ �I U u _ w m o 1 N Y u O w T Q O 00 o v v W c y, N M N O .L m r/ / O x c U N o E : B y J C Q O o w w ° H `v � L U _ N O c N N I N N C 2 UN O c 3 O a_ O � J U c W 0 N r y c 0 N u N o L U N v W� L �L 5 y 3 U O N � O N L N LLI m E J Y C U A 0 �o o W m c J o Q In SHEET NUMBER CS-501 PROVIDE 1%MIN PITCH PER n DRAINAGE CONDITIONS FACE OF CURB ADJACENT PAVING ,Y = 1'-6" 6" HEAVY DUTY PAVING I ADJACENT PAVEMENr 9� LIGHT DUTY PAVING :.-:....:....; ._, � 6.5" CONCRETE PAVEMENT SECTION •: :::...... ....... ;::. FACE OF CURB ..° .. ,., .: , , .. Q 'e, A = 2" ASPHALT CONCRETE -SURFACE COURSE B B 4" AGGREGATE BASE COURSE , , Pa' p` p`• Co, Pa. \�\\�/�\� • B =NOT APPLICABLE .B °°a.B °°a.B °°a.B °°a.B °°a.B °°a.B °°a.B C = 6"AGGREGATE BASE COURSE b4 ¢p• bq xi Ai s � �4 SUBBASE PER SOILS REPORT m :••• •.','. ....: _e? ' C ., ° PER SOILS REP�I?`• g`• g`' a a •a •a •a °°"• °"• '"• ° ° g LEVEL,NO SLOPE�ER • \\//\\// 4i 4SUBBASE p(f p(f SFB . oiFB . oiFB . oiFB .. SFB .. iF .. iF .. SFB . a , a , , .`a , .`e , .e a , p•a o a a s• o 0 0 � � BASE PER SOILS REPORT aP \/ \/ \ � ° . g° . g° . .° . .° . e.° .°.>° . egq . g `; �. ,.\////\/ . \ \ .e °. .e e. .e a .. .. � g•, g•, g•, ° ..`a,B a..e�o..,cYP•e4P•, b° °•g t4 °•'gFe4 >g r4 PgFyp P¢Ryp P¢°,� P¢°,� g¢ ., ::..". \//\\//\\/ n9 eY a4 ey �P\\\\ a • o¢a • a?eCOMPACTED GRAVEL BASE .. 4° ., g° ..✓\/j�/ �o HEAVY DUTY PAVING SUBGRADE PER SOIL REPORT /\/\/\/\/\/\/\/�F- `,g• � A = 1"ASPHALT CONCRETE -SURFACE COURSE ,� •� yp• •• pp \/\/\ _ \ \ \ \ \ \ \ \ \ \ \ \ \ \ B=2.5"ASPHALT CONCRETE - BASE COURSE \\j\\j\\j\\j\\j\\j\\/\\j\\j�j \j •° °•\ \ \ %\\%SOILS C = 8" AGGREGATE BASE COURSE 'SUBGRADE PER SOILS�\\�\\�\\�\\�\\//\\//\\//\\//\\//\\//\\//\\//\\//\\//\\/ j\/%\/%\/%\/%\/%\/%\/j\/�\/\\/�\/�\/j\/%\% #8 OR #57 CONCRETE PAVING NOTES AGGREGATE ASPHALT PAVING NOTES A. SUBGRADE COMPACTION: (PER GEOTECHNICAL REPORT AND HOME DEPOT CRITERIA) CURB NOTES A. SUBGRADE COMPACTION: (PER GEOTECHNICAL REPORT AND HOME DEPOT CRITERIA) B. BASE COURSE TO CONFORM TO VDOT STANDARDS FOR BASE COURSE COMPACTED TO 100%OF THE A. PROVIDE #6 x 18" LONG, SMOOTH DOWELS AT ALL EXPANSION JOINTS CURB AND GUTTER NOTES B. BASE COURSE TO CONFORM TO VDOT STANDARDS FOR BASE COURSE COMPACTED TO 100% OF THE MODIFIED PROCTOR (ASTM D-1557) MAXIMUM DRY DENSITY MODIFIED PROCTOR (ASTM D-1557) MAXIMUM DRY DENSITY C. ALL SUBGRADE AND PAVEMENT OPERATIONS AND MATERIALS SHALL MEET THE MINIMUM B. �" ELASTOMERIC EXPANSION JOINTS AT 30' MAXIMUM INTERVALS PER ACI A. PROVIDE #6 x 18" LONG SMOOTH DOWELS AT ALL EXPANSION JOINTS C. ALL SUBGRADE AND PAVEMENT OPERATIONS AND MATERIALS SHALL MEET THE MINIMUM REQUIREMENTS OF THE CURRENT VDOT STANDARDS AND SPECIFICATIONS MANUAL RECOMMENDATIONS AND AT ALL RADII AND AT DRAINAGE STRUCTURES. C. CONCRETE SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 4,000 PSI B. q' EXPANSION JOINTS WITH BITUMINOUS SEALANT AT INTERVALS PER ACI REQUIREMENTS OF THE CURRENT VDOT STANDARDS AND SPECIFICATIONS MANUAL D. REINFORCE ACCORDING TO ACI RECOMMENDATIONS AND/OR GEOTECHNICAL ENGINEER'S D. LIGHT BROOM FINISH ON ALL SURFACES ALL RADII TO BE TRUE ARCS. RECOMMENDATIONS, AT ALL RADII AND AT DRAINAGE STRUCTURES. D. PROVIDE TACK COAT BETWEEN BASE COURSE AND SURFACE COURSE IF VDOT SPECIFICATIONS RECOMMENDATIONS. E. PROVIDE (2) #4 BARS, 10'-0" LONG, CENTERED OVER ALL TRENCH CROSSINGS C. CONCRETE SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 4 000 PSI ' REQUIRE OR CONDITIONS WARRANT. E. CONTROL JOINTS AND EXPANSION JOINTS SHALL BE ADDED PER ACI RECOMMENDATIONS AND/OR F. PROVIDE (2) #6 x 2'-6" LONG BARS TO CONNECT EXISTING AND NEW CURBS D. LIGHT BROOM FINISH ON ALL SURFACES, ALL RADII TO BE TRUE ARCS. GEOTECHNICAL ENGINEER'S RECOMMENDATIONS. G. PROVIDE a" PVC / HOPE WHEN RECOMMENDED BY THE GEOTECHNICAL REPORT. E. PROVIDE (2) #4 BARS, 10'-0" LONG, CENTERED OVER ALL TRENCH CROSSINGS CONNECT TO THE STORM F. PROVIDE (2) #6 x 2'-6" LONG BARS TO CONNECT EXISTING AND NEW CURBS G. GUTTER SHALL PITCH AS REQUIRED TO CONVEY DRAINAGE H. PROVIDE 4" PVC/HDPE WHEN RECOMMENDED BY THE GEOTECHNICAL REPORT. DESIGNER NOTE: CONCRETE PARKING LOT PAVEMENT SHALL BE USED IN REGIONS WHERE REQUIRED CONNECT TO THE STORM BY LOCAL CONDITIONS, PRACTICE OR PER HOME DEPOT DIRECTION DESIGNER NOTE: USED ONLY WHEN DRAINAGE CONDITIONS, DEVELOPER REQUIREMENTS, OR JURISDICTION REQUIRES CURB AND GUTTER LIGHT DUTY PAVEMENT - 26 Al c- HEAVY DUTY CONCRETE PAVEMENT 26 A2 STRAIGHT CONCRETE CURB 26-C1 c CONCRETE CURB AND GUTTER 26-C2 SCALE: NTS SCALE: NTS SCALE: NTS SCALE: NTS THIS DETAIL IS FOR REFERENCE ONLY. IT IS THE RESPONSIBILITY OF THE THIS DETAIL IS FOR REFERENCE ONLY. IT IS THE RESPONSIBILITY OF THE THIS DETAIL IS FOR REFERENCE ONLY. IT IS THE RESPONSIBILITY OF THE THIS DETAIL IS FOR REFERENCE ONLY. IT IS THE RESPONSIBILITY OF THE CIVIL ENGINEER TO VERIFY ALL LOCAL, STATE AND FEDERAL CODES PRIOR CIVIL ENGINEER TO VERIFY ALL LOCAL, STATE AND FEDERAL CODES PRIOR CIVIL ENGINEER TO VERIFY ALL LOCAL, STATE AND FEDERAL CODES PRIOR CIVIL ENGINEER TO VERIFY ALL LOCAL, STATE AND FEDERAL CODES PRIOR TO USE. THE HOME DEPOT AND WD PARTNERS ARE NOT LIABLE FOR TO USE. THE HOME DEPOT AND WD PARTNERS ARE NOT LIABLE FOR TO USE. THE HOME DEPOT AND WD PARTNERS ARE NOT LIABLE FOR , TO USE. THE HOME DEPOT AND WD PARTNERS ARE NOT LIABLE FOR , ® ANY ERRORS OR OMISSIONS RELATED WITH THE USE OF THIS DETAIL. ANY ERRORS OR OMISSIONS RELATED WITH THE USE OF THIS DETAIL. ANY ERRORS OR OMISSIONS RELATED WITH THE USE OF THIS DETAIL. ANY ERRORS OR OMISSIONS RELATED Wlhi THE USE OF THIS DETAIL. Z �o m PROPOSED PARKING CE 1,�/,� �„ �„ 5,��� YIELD rvFl�� x STO P STALL STRIPING HANDICAP SIGN v �► 4" m in YIELD SIGN FIRE LANE MAX. CROSS S OPE 1:50 � u�.w,.wnYmE ucxwrvarosrm. v o u° 4'-0" 4'-0" m m w PROPOSED "RESERVED" WHITE OR YELLOW PAINT FIGURE m � y LETTER STRIPING N � o� � o m w v ¢ CONTRASTING BLUE ernxc�aounAovurv�o rsww. acuuroxor xrnuixeo ire�cx �siaca>Fn D � BACKGROUND PAINT. NO ''' wmw cuaocoivuo. B m m PAINTED SYMBOL OF BACKGROUND PAINT � � § � ACCESSIBILITY IF REQUIRED BY 2' REQUIRED IF WHITE OR o w AUTHORITY HAVING JURISDICTION YELLOW FIGURE IS ON BLACK q 25 ASPHALT ROl4(£]llMNx3 m o (A 5.0, g m m w PAINTED "VAN" TEXT AT SPACE v ¢ ADJACENT TO 8'-0' LOADING ZONE - ° SIZE AND HEIGHT OF TEXT PER LOCAL CODE. = INTERNATIONAL SYMBOL OF ACCESSIBILITY NOTES ----- _' VAN A. SYMBOL TO BE CENTERED ON WIDTH OF PARKING STALL. 8 5,011 B. BOTTOM OF SYMBOL TO BE LOCATED 2'-6" FROM ACCESS DRIVE, INTO PARKING SPACE. C. SYMBOL IS REQUIRED TO CONTRAST WITH BACKGROUND. PROPOSED "RESERVED" STALLS (TYP. OF 3) 13'-0"/16'-0" ACCESSIBLE SPACE e-0� DESIGNER NOTE: PAINTED SYMBOL ONLY NECESSARY WHERE REQUIRED BY LOCAL CODES.�IRESERVED� ACCESSIBLE HANDICAP PARKING STALL 26-E 1 26-E HANDNCAP SYMBOL TRAFFIC CONTROL SIGNAGE 26-E3 26-EA RESERVED PARKING DETAIL scAPE: NAs s APECAS THISDETAILIS FOR REFERENCE ONLY. IT IS THE RESPONSIBILITY OF THE THIS DETAIL IS FOR REFERENCE ONLY. IT IS THE RESPONSIBILITY OF THE THIS DETAIL IS FOR REFERENCE ONLY. IT IS THE RESPONSIBILITY OF THE THIS DETAIL IS FOR REFERENCE ONLY. IT IS THE RESPONSIBILITY OF THE CIVIL ENGINEER TO VERIFY ALL LOCAL, STATE AND FEDERAL CODES PRIOR CIVIL ENGINEER TO VERIFY ALL LOCAL, STATE AND FEDERAL CODES PRIOR CIVIL ENGINEER TO VERIFY ALL LOCAL, STATE AND FEDERAL CODES PRIOR CIVIL ENGINEER TO VERIFY ALL LOCAL, STATE AND FEDERAL CODES PRIOR TO USE. THE HOME DEPOT AND WD PARTNERS ARE NOT LIABLE FOR TO USE. THE HOME DEPOT AND WD PARTNERS ARE NOT LIABLE FOR TO USE. THE HOME DEPOT AND WD PARTNERS ARE NOT LIABLE FOR TO USE. THE HOME DEPOT AND WD PARTNERS ARE NOT LIABLE FOR = ANY ERRORS OR OMISSIONS RELATED Wlhi THE USE OF THIS DETAIL. _ ANY ERRORS OR OMISSIONS RELATED WITH THE USE OF THIS DETAIL. _ ANY ERRORS OR OMISSIONS RELATED WITH THE USE OF THIS DETAIL o ANY ERRORS OR OMISSIONS RELATED WITH THE USE OF THIS DETAIL. I 12"X18"X.060 GA. RETRO f STANDARD 12"X18"X.080 GA. PIETRO REFLECTORIZED ALUMINUM 1'-2%` REFLECTORIZED ALUMINUM SIGN WITH SIGN WITH "LOAD-N-GO PARKING ONLY" TE "PARKING BY PERMIT ONLY' TEXT P�-� INTERNATIONAL SYMBOL OF 'O OAD-N-GO P G x ACCESSIBILITY. BORDER AND LETTERING ONLY m *INCLUDE ON ALL IN WHITE ON BLUE BACKGROUND ACCESSIBLE SIGN POLES — A SIGN INDICATING STANDARD "FINE" SIGN WHEN MINIMUM FINE OF $(FINE) REQUIRED BY LOCAL CODE FOR ILLEGAL PARKING. EBEB`E REFER TO LOCAL CODES STANDARD "VAN ACCESSIBLE SPACE" AT FOR FINE AMOUNT. SPACE ADJACENT TO 8.0' LOADING SPACE g 2" SQUARE GALVANIZED SIGN POST SET IN 6" PIPE o z0 G BOLLARD. EMBED POST 18" MINIMUM INTO BOLLARD. o 2" SQUARE GALVANIZED SIGN POST SET IN 6" PIPE BOLLARD, m m PAINT BOLLARD YELLOW, FILL WITH GROUT m0 PAINT YELLOW, FILL WITH GROUT 0 y" EXPANSION JOINT AROUND PERIMETER z 4DEEP X 18" DIAMETER CONCRETE FOOTING. cp BOTTOM BELOW LOCAL FROST DEPTH Yz' EXPANSION JOINT FILLED v WITH SELF -LEVELING / . \//\\ //\\/ ELASTOMERIC SEALANT :�\/\\/\a.� ����i •'° \\\/ +�' 4' DEEP X 18" DIAMETER\ ". - °rig\�/ ... e. •� .*'d'. \ I iF r `/ / \ - CONCRETE FOOTING .• u'. ^�• "o �N. ACCESSIBILITY PARKING SIGN NOTES •�'. A. SPECIFIC CODE SHOULD BE REFERENCED FOR LOCAL AND STATE 8/ .: �. REQUIREMENTS. NOTES B.S GN A ACCESSIBLE SPACE. SEE SITE IMPROVEMENT PLAN M (11) TEACH A. (1) SIGN AT EACH DESIGNATED SPACE, SEE ' 4. SITE IMPROVEMENT PLAN FOR LOCATION. C-F HANDICAP PARKING / TRAFFIC CONTROL SIGNAGE 2 (� LOAD -N -GO PARKING SIGN 2 -E 5 HI VV SCALE: NTS V SCALE: NTS THIS DETAIL IS FOR REFERENCE ONLY. IT IS THE RESPONSIBILITY OF THE THIS DETAIL IS FOR REFERENCE ONLY. IT IS THE RESPONSIBILITY OF THE CIVIL ENGINEER TO VERIFY ALL LOCAL, STATE AND FEDERAL CODES PRIOR CIVIL ENGINEER TO VERIFY ALL LOCAL, STATE AND FEDERAL CODES PRIOR , TO USE. THE HOME DEPOT AND WD PARTNERS ARE NOT LIABLE FOR TO USE. THE HOME DEPOT AND WD PARTNERS ARE NOT LIABLE FOR ANY ERRORS OR OMISSIONS RELATED WITH THE USE OF THIS DETAIL. ANY ERRORS OR OMISSIONS RELATED WITH THE USE OF THIS DETAIL. CREATE VERTICAL EDGE AT 30" EXISTING PAVEMENT TO REMAIN 24" MILL AND REMOVE 2.0" EXISTING 1" PAVEMENT 1.5' 2.0' 5" o R0.5" TACK COAT R1.5" ASPHALT PAVEMENT WEARING Q °;.. EXISTING PAVEMENT COURSE (2.0" DEPTH) to a R1.5" IL ° EXISTING BASE IL 4 H 3 ` EXISTING SUBGRADE I I I I II I ILFI T 4 ®, a a .. .a ,;.. —I I II I II I I I BT YESTIGAGENCY.UNSUIABLE AREAS BE REMOVED AND REPLACED. EXISTING PROPOSED STRIPE CROSSWALK WITH 2 COATS WHITE REFLECTIVE TRAFFIC PAINT CONCRETE SPECIFICATION TO MATCH STANDARD CURB AND GUTTER 2" MILL AND OVERLAY CROSSWALK STRIPING SPILLING CURB AND GUTTER (3019) G PO\a Fkq 4 All (� c�P y 0 JOVN( `%9p� a a 3/8" WIDE x 1" DEEP SAWCUT CONTROL JOINT l� G O 4" CONCRETE, MIN. 3000 PSI STRENGTH o w a 4" PARKING LOT STRIPING TO BE 2 COATS OF WHITE w REFLECTIVE TRAFFIC PAINT O fn ` 4" COMPACTED VDOT TYPE I SEE CONCRETE ° #21-A STONE BASE a SIDEWALK SECTION BROOM FINISH = Z ~w 0 .. BACK OF CURB " \�.�5 '�SVOtJ JO 00 =1 I I=1 I I=1 I I=1 I I=1 I III11=111=111=1 IF o ° g d <' COMPACTED SUBGRADE NOTE: REFER TO STRIPE WITH 2 COATS OF WHITE REFLECTIVE TRAFFIC PAINT GEOTECHNICAL REPORT FOR FINAL SECTIONS AND DETAILS APPLY 1/2" THICK PRE -FORMED PLAN SECTION NOTE: SEE SITE PLAN EXPANSION JOINT FILTER FOR PARKING SPACE LAYOUT AND DIMENSIONS CONCRETE SIDEWALK STOP BAR STRIPING PARKING LOT STRIPING w Q 0 z 0 LLI 7 0 M N N Lza O , wo <z ao U� O= mN � (n0 N � <E a I z 00 O z co aN = z�ow IK 0 D] J 5 = LLJz Ulf wW o � - �Ud of y(n M J J O>- ■ O Q 0 NT r� O N ­- — N � _ = UU m o 0 o Q Q �o w� ccn N� \ (n m > m N o w N Q o m Q W a " z z a o y w y N 0 0 V v / J LLI 0 LLI U/ <I. 0/� a_ LLI 0 LLu 75 2 W J Q LLJ m J Q SHEET NUMBER CS-502 I I \ \ I \ \ I \ \ I \ 1 IF-7 1 1 co Lo co i 7 00 't ODO \ Q d I 1 I� 1 SEE SHEET 1 CG-103 1 1 m m S m 1 4l � 1 �31 1 1 \\ — �49 / \ \ 'h \ d 9 41 -41 94 492 ^ -a --------- -- '" SEE ARDEN-CENTER _ N� ' �I C5III�� SHEET 1 --------------�, ��� � ,�I CG-102 RCs 25,475 S.F. �7 r / IIII IIII II rvi C17 489 . IIIII I I 1 I � I I Ca I I 1 I 4s,r °_'. � I I IIIIII hll I ., f ,•. c IIII IIIII 492.:., I I I II IIII I 1 �� I I II��I�IIII I I m � II IIIIIIIIII 1 a �.jll I j / (1 II I III II�IIIIIII+I FFE=492.69 \ I II II NI I� Illll�llllll�i 1 I � I NI\ III Ir�11IIIIII� I I 1 —2021 MODIFIED I I II II liiili;i; I I 1 - JI HOME DEPOT- n �\ BUILDING 107,504 S.F. \ • a — 1 VESTIBULES 1,283 S.F. `1 a* III C3 �\ �nrni nrniTrn nC Air c+ r i'':••''2ru-<:7 .�� r.c n GRAPHIC SCALE IN FEET 0 25 50 100 z O w O M N M N Lza O , wo H Z ao O:� N o=mom (n0 <� a z r '-O O Z(04 co= a ZLLJ ow 0 5 D] J =u = W y ww0� �Ld y(n E M J N>- •� oQ n Ln M N N N _ = m o 0 o Q Q �o w� ccn NF--\ c m > m w N o f N Q o m Q \ W a w Z z a o y w y N 0 0 V 5W O 2 W J Q W m J Q SHEET NUMBER CG-100 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 XXX DRAINAGE STRUCTURE CALLOUT VDOT STANDARD CG-6 SPILLING CURB AND GUTTER \ 40 �Ov 1 Aw I I I I \ -511-------o\ 504.00��\ \ \C 1 498.00����\ \\\\ �� O / - BW \\\\ clw GRADING NOTES E 1-----508--- BW\ \ \\\\\\\ \ z I I II \ / 98.7 / 491.88 4g6 \ SpS\\\\\\\ 1. THE ROOF/LANDSCAPE DRAINAGE SYSTEM HAS BEEN DESIGNED IN _ _ __ TW / TC� \ \\\\ \ Y PACCORDANCE LUMBING CODE. THE CURRENT EDITION OF THE INTERNATIONAL I II l \ \ \ \ / _ _ -507- _ / / // TC \ IW \ / / / // / / 498.69 491.98 \ �5����\\ \\. 0 2. PIPE LENGTHS ARE MEASURED FROM CENTER OF CHAMBER TO CENTER OF 1 \ 0/ / / BW TC \ \ \\ Sp \ o CHAMBER. .�� I I \ \ \ / �50 491.61 ° 3. VDOT STANDARD ST-1 STEPS ARE REQUIRED ON ALL STRUCTURES WITH 1 / -4-/ Tc _ _ - - - - - - 491.34 HEIGHT GREATER THAN 4 FEET. /50g�BW 49 - - C9 TC 0 I \ 4. ADA ACCESSIBLE PARKING SPACES ARE SHOWN AS SHADED AND DESIGNED 1 I\ / TW2 58 491 TC 4g3� 0 o WITH A MAXIMUM 1.5% SLOPE IN ALL DIRECTIONS. CONTRACTOR TO ENSURE 1 \ _ o SLOPE DOES NOT EXCEED 2.0% IN ANY DIRECTION. 498.40 / ^ 5. PROPOSED SIDEWALKIADA ACCESSIBLE ROUTES ARE SHOWN AS SHADED. / / \ 492.48 - - - - - - - - - - - - - _ - -498- 3 CONTRACTOR TO ENSURE CROSS SLOPES DO NOT EXCEED 2.0% AND / \ \ - - 3 BW / 491.58498 4 o LONGITUDINAL SLOPE DOES NOT EXCEED 5.0°k. _ - -50 TW 491.88 0 \Tc i3 6. ALL CURB INLETS TO HAVE REBAR TRASH RACK INSTALLED. 5 E '502 �oo.n �N M M M Tom\ r / - 492.30 M \ 500.0 W0 49 491.94 P 2.18 -497 p p� o y ■ _ / 4s1s�. 1619 49235' .d n 492.5PE � \ � � / / :.i 49Z131�� ... e :. • .• .� 4 -499- / 491.4 A p _ i 494.66 - • _ �- I m J `o TW m 4�91.41 t a -. •�..• ..•.. .4" :ie 1w50 Vl n v �_ _ - 3 \ o L------------ �1---_t / \\// 95� • • i ---------------� - -�- m B� d4 .. d• :d • .`.•4./J/..A ll! 496 ..i ? •. .• ' • ./°' d • .yam %' • P d : D v \� \ - //- \� / ----- 6 • . ` / •' „ - "•' I ION 498- 490.62 --49clo • �- 49101 _ . / '• • • % 494.50 W •< .` A... .i • 8 y 496 / -4 -- "N ..i-- E __ _ X .:. P I D 0 o TC5.56 9 ME 496.36 \\ \ III \ --// / / /i° � .d : a d. I z a TC ME _L -- - _i / p Ncy). F 495. 7 496 dOIS \ /� \----------- " - ----- I ---- A'.•y Qr I V N TC \ I / 492.81 d.•Tc • n I 496.21 W W / - P• I n 495.49-495- C11 C19 c ---- ---_ 494.89 495.16 TC C13 /k9A i�9� ti/,/ •.dam ,j w• `: r: •' ,:'•,. s---------Tc- TC // // /fig A. d' P•'. - - - - 494.60 - - - 493.57 / - / 491.39 ----4 4mv \ Tc _ /\----------- TC / = c� 9 TC .. r• 493.87 493.88 i - -i'-- - l >.. •' . • . .. a - I.'. .. .> ..n y • .. -- jl • t �. ' . ' .> .. >- : V . • �. --- -- ... •. TC .491.90 •'' .FYI .d. •.: d I TC TC>. - .I •. >.. ."494 • ♦".. 'I i. :.� ']�'•. y, 1 > ► i I. //-p A.\\j. Y r _ v I d � a c o -O J U _ 0 � r rp a 493 C20 / 492.57 / 491.83 ' A'• . \ TC L - t / \ I / \ ( \ / TC 491.93 492.39 I 493. TC / I / \ ( r - 3 / \ - TC P r > 492.52 I - J // (/ �9� / / d� 1 avi u`o " - - - - 492.61 \ - - 492.63 :" 492.37 TC -492- - / I C - /( 1 �- J r ( 492.01 , 2.07 ; .e TC TC492__- cv 492.15----492.37- /------ ----- - r �I TC Ti --- I i y _ AlaA� �\ / � TC1 93 T�o1S I • ' 3 M M M M .. v 492 492 492.13 1 \ .i° .. n r 491.65 491.64 492.09 TC TC 490.10 \ v > RIM \ °-------------- 491.49 491.46 TC \ 492.14 - _Tc TC 491.75 d•'' , A. i� --- - I I \\ 491.93 L C\OQ ( -- -- - ---- -If _ 49201 / 492.TC L 491 ! 491 491.03 3 A5 / d I t �•� TC104 ITC � � ���� : A .. - GRAPHIC SCALE IN FEET Ann 0.5 493.67 r.r Tn 4 / 492 / / • \ . I '? 494.01 > TC 4,93 494.28 / Tc - - - 1 1 I 493.TC // - ---- -- - - - - - -493 - ---� ---- 490.84 490.84 / TC TC / MATCHLINE SEE SHEET CG-103 - GRADING PLAN 4 _ 10 20 40 �"V61R� � I C z o_ In LJ Izl 0 M N N Lza O , wo <z ao V:� N O= m � (n0 N � (n ()f 17 a Iz r O O� z� fl a = z�ow E'- D] OU) J = LLJ y z Ld O - � of y(n MJ O>- 0 Ln r� N N N _ = m o 0 o Q Q Ldo w� ccn NF-- \ (n m > m N C N Q o m Q \ O W a z z a y w y N 0 0 V O W 0 5W G O w 2 0_ Q w m J Q SHEET NUMBER CG-101 GRADING LEGEND I z L \\\ \® \ C` ` \ \\ \ \\C\ C\�C� \ \ \ \ \ o \\ \\\\\\\\\ \ 3 \ \ C \ --- \ \\ \ \ \ \n j Y \ C7 J ° --- s �49b—z 41 c a til \\ \\\\ \\\\ \\\\\ \ \ o U) .\ —495 m m n a =0 m c 3 m -- — \ O U 3 nlL ^ D C D 9 � 1 Q I 1 V O - N ° >� I D � a Y � a p ^ I N � T V r _ - — — — ----------------� O Z I �\ GARDEN -CENTER — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — N 25,475 S.F. \-- o :5 E I J C L 0 � o I Y w L U V .v. � w I d I � a c E o� o� J U ' c 0 � r v � o n v z y L 3 � v n Y v � oN c v m E E 0 o O � �1 1 \ \ \ 503.6� \ I I I lwllllll \492s6 1 \III III I (� \BW \ 1 II,IIII11 \I IIIIIII �II� o \III I II IIIIII1j1� 00 \ II IIIIIII IIII \ \ \\ I I C5 \ � IIII III \ II II I III \TC1.21 490.91 t9,63 \ \ \ 493.24\\\\\ \� I S2 \. 11`ITMjI\\ 111111 I ew �Il�jllllllllll�ll II Im I v> Iljl49o.66llll�ll�I V) I I TC ME I I Illl��j I C17 r III I Illljl I I IIII (IIIIIII 91.64 I — IIIIIIIIII�II III 501 II I I IIII�IIIIIIIIII�II 3 4� I I IIIIIIIIIOIIII I I �I C4 IIII I .� � II I�IIIIIMI \ /I\ \ \ I IIII�III�IIIIIiII �III��ILoIIIIII I \ �ii..m__ MATCHLINE SEE SHEET CG-104 - GRADING PLAN w Q 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 z RIM: STRUCTURE RIM ELEVATION o ME: MATCH EXISTING j W EX 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 SIDEWALKIADA ACCESSIBLE ROUTES ARE SHOWN AS SHADED. CONTRACTOR TO ENSURE CROSS SLOPES DO NOT EXCEED 2.0% AND LONGITUDINAL SLOPE DOES NOT EXCEED 5.0%. 6. ALL CURB INLETS TO HAVE REBAR TRASH RACK INSTALLED. O M N M N Lza O , wo <z ao V:� N (n V N C) In E M a 1 z r O �0 z � co a zLLJow IfD] J o� = W Y wwo� - �2 of 1' (n I+) J J >- N ro Ln M N N N _ = m o 0 o Q Q �o w� cn NF--\ cn m > m N o t N Q o m Q � \ W a z z a y w y N 0 0 V Z O W 0 I w L O Ld -i I W GRAPHIC SCALE IN FEET Q Lm m 0 10 20 40 SHEET NUMBER CG-102 -77 - 490. 37 490.35 I7 � TC TC 490490.17 TIC TC I ' 486.50 TC MATCHLINE SEE SHEET CG-101 -GRADING PLAN 489.92 489.92 \ TC TC \ 490 489.78 489.69 TC \ TC 11 ►.• J I ------489�_ �-------- 489.13 T/• I 487- - - 4 ' n -I 486.5086�\ 486.47 TIC �'488.49 ME TC m 485.69 - TC ' _ \ s A6 485.8786� m --\ �� - \\ \ \ \ \ 484.60 \\ n FS \\ 482 483 483.42 TC ME FS \ \ 482.8S 483.32 \48R\ TC ME co 482.77 \\\\ \ TC ME \\\ \ / // i \ \ \ 484.69-� 1 TC ME 1 1 /hhV 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 XXX 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 SIDEWALKIADA 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. c� 96 488.98 4488.43 \ I I 81 48 \ I I II TC 9 \ \ TIC I .81 \ II I 488.74 488.TC \ \ \ \ 1 488.6488.67 TC � TC \ / 487.50 488.00 488.01 \ \ \ TC TC TC \ \ �A V kC;/ 487.82 \ \ 1Tc M A3 \ \ 1 I 2 / 487.50 487.93 \ \ C / TC 487.60 `�_ TC s - 488 w \ 489' 490 491 36.98 48 .48 \R \\ \\ \ II II I\ 486.66 TIC TC7.0 487.TC \ 486.98 487.00Tc TIC \\ \I I I II I \ \ I I I 1 486.0 \ \ TC RB6 486.57 \ 1 1 I 5.92 486.54 TC \\ 11 I I �g01 C TTC �� �� 1 \ N� N�NN1�1N� N�NNI itl1N� N�NNI \ \ I M M ;485�6 486.35 486.58485.TC TC TC \ I 1 R819.52 \ I 1 I „ \ \R8S\ 485.97 486.25 II \ TC ��aA TNN�A I m .86.04 486.07 11 \ 1 I 1 I „2 1 1 I I I I I I 1 I I 1 I 1 I I I I I II I � i I I I a a a a I I r D 2 r z m 2 Cn Cn 2 m m I I SS SS B3 r 3 1 491.05 TC I 1 <II 491.1 1 / TC I � m I 1 I/ j I aaea aaoa �®aa I I3 - - - - - 6^� SS .a �r a ' a ' a .4. -A 2 - V 492.39 .174. p a 04 0) ., r , e. a , a ..i 'a, d ° - a e - ' ° _ ...,. :4.. - ♦ .' - T ` ° a� .•4 a. • ^ d to 4 491.87 •92.39 ' .d. . • °� • ad d `• B4 II u 0 TR z z GRAPHIC SCALE IN FEET 0 10 20 40 0 M N M N Lza O , wo <z ao U� N O= 0 In E r-) a r z U0 O z�cfl= a z�ow IL'- co o J = W y wLd Lj y(N M J cj N>- rl) 0 N N _ = m o 0 0 Q Q W CN 0 U) NH \ < m > m (L N Q C V Q c] m a \ W a w z z a y w y Of N 0 0 V Z Q r� V Z N< Lr.Ln V =' I LL W 0 5W G O w J 0_ Q w m J Q SHEET NUMBER CG-103 N 0 O 0 a 0 0 0 y 3 o �N \\ I \\ I I II \ I I \ I \\ I \\ III I \ I \ I \ \ III I \\ II \\ III I \ \4II I I pll I I 4C0-2021 MODIFIED pII I \ I 4 a O E 0 z T v Y T 0 0 O a 0 0 0 c I 0 N N FFE=492-69 HOME DEP BUILDING r VESTIBULES m �r GARDEN CENTER 7 0 J y L '3 -n -n E E L' � o I 0 � 0 o c I D N c nn a o£ VI6. I �L— I 0 I I \ 107,504 S.F. \\\ 1,283 S.F. 25,475 S.F. 134,262 S.F. zm J0 TOTAL PARKING SPACES PROVIDED � o - c/) a m z � ml o . � U 0 = n ° m O m 0 0 C 3 ^ l�••)� L 3 I 1 o w I D I D � N O T o D N O > a :51 z �r 1� N D Z I l t l I t l I� I I� I I� I I� I I� I I� I I� I I I• I I I• I I I Eo 0 a D 0 N a _ w n � I N N o L c o c . Io aci S J C L o I � O 7 O Y w L U I d 2 C 3 O � 1 O -o J U O N r Ill � O O C [� n v L L +� 3 N w n L N � O N C n E c 0 0 0 O � D m L o � c 4 • e. ' . : p °d • ° _ a 4 MATCHLINE SEE SHEE I92.1 P Ih 28% i I II I � IIII I I I I I � I I I I I �I N II � � II � II � II I I N N II � II I II / I / I I / A91 I I III • • d ° \ N II W. °. I• \ _ 49 \ \\ T 9' }' ■ ! s \ e - - .4 A. •IA.. \ U1 ° • \ \ / a ° '° • P��\• \ \ ?" u° A. \ V.V. .- •. \\ \ 1 a.` \ TC '% ° a \ \ 490.49 Tc l l 'A > \ \ 490.49 41 \ \ 4.- 04904 al lI . • . \\ \ \ ()TC i.II ' 9 \\ \ T� as :. t III t - 491.09 I II — P E I 5 O 490.50 Tc 490 Tc SS — VN1 I 1 ;G-102 - GRADING PLAN liiMiliiiil I Oil I IIIII II IIII IIIIIIII�I III IIIII�III I Illlliljl�llllll I I IIIII IIII I II IIIIIIIII I IIIillll��ll I III�IIILo IIIIIIII IIIIIIIIIIII I Lo I I IIIIIIIIIIII I IIIII II I II IIII IIII I IIIIIIIIIIII I II IIII IIII I IIIIIIIIIIII I II IIII I'll I IIIIIIIIIIII I I�Illll Illl I I aoL000 \I n ,)00�o'S sj \o f � CD TC \ 490.50 - \ L490.53 = _ _ TC ME 490.52 \ I T\ \ 1190. , \\ .49 TC Tay.�a = TC \\ \ C2 ,490.49 \\ \ TC \ 490.49 TC 1g \ \ 9 490.TC \ _ - 490.49 C14 No r In GRADING LEGEND W Q 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 o ME: MATCH EXISTING 0 j w XXX DRAINAGE STRUCTURE CALLOUT VDOT STANDARD CG-6 1 �✓ ��ww� SPILLING CURB AND GUTTER ' o z 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 SIDEWALKIADA 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. TC `\N 7m7 4 r\O GRAPHIC SCALE IN FEET 0 10 20 40 0 M N M N Lza O , wo <z ao V: N O= m � (n V co 00 cn E r a z a zL'iow IL' — D] J o5 = W y WLu - �of a y(n E M J 03 N O Q n Ln M O N ~( N _ = m o a a O w U 7 NF--\ c m > n N o t N Q o m Q W a Z- Z a y w y N 0 0 V O a_ W 0 5W O 2 w J Q W m J Q SHEET NUMBER CG-104 E 0 Cr n 11 JI-A r r —�r„_„_� 0 4 / 711 - ,,,ylllllllllllllilllll 1 _ 0 E _ � � •+ III � II q1111111 I I I I I I I I I I I I I I I I I I I I I I I I II #- — _ IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII II 'I PRE -DEVELOPMENT nll I IIIIIIIIIIIIIIIIIIIIIIIIII� � IIIIIiIII U � IIIIIIIIIIIIIIIIIIIrLL�(�. r I _ *rI I I HIM - ♦ r ♦ - *40 , ✓ I � _I➢�� 1 1111 1 � 'Ilh ill t Irp \ C2 ?0 I7 STD 070 �9w it m I / I Lo GAR 25,4 S.F "rat 4C-2021 MODIFIED THE HOME DEPOT BUILDING 107,504 S.F. VESTIBULES 1,283 S.F. i') GARDEN CENTER 25,475 S.F. 134,262 S.F. t1111 I 600 TOTAL PARKING SPACES PROVIDED I POST -DEVELOPMENT TRC L) r I I I II I II I I II II I II II II II II II II STORMWATER QUANTITY LEGEND IMPERVIOUS COVER MANAGED TURF DRAINAGE BOUNDARY M I I M I 1111110 STORMWATER QUANTITY NARRATIVE THE APPLICABLE AREA OF ANALYSIS INCLUDES LIMITS OF DISTURBANCE AS SHOWN ON THIS PLAN. SEE THIS SHEET FOR CALCULATIONS. THIS SITE FALLS WITHIN THE VIRGINIA PART II-B STORMWATER REGULATIONS FOR WATER QUANTITY, THE CONTRIBUTING DRAINAGE AREA WITHIN THE APPLICABLE AREA OF ANALYSIS TO THE OUTFALLIS 8.14 AC IN THE PRE -DEVELOPMENT AND POST -DEVELOPMENT CONDITIONS. CHANNEL PROTECTION: THE PROPOSED AND EXISTING MANMADE CONVEYANCE SYSTEM CONVEYS THE 2-YR POST DEVELOPMENT FLOW WITHOUT EROSION. FLOOD PROTECTION: FLOOD PROTECTION COMPLIANCE IS MET WITH AN INCREASE IN PERVIOUS AREA IN THE POST DEVELOPMENT CONDITION. WITH THE ADDITION OF UNDERGROUND DETENTION, THE 10-YR POST -DEVELOPMENT FLOW (63.97 CFS) IS REDUCED BELOW THE PRE -DEVELOPMENT FLOW (64.51 CFS). SEE THIS SHEET FOR CALCULATIONS. QUANTITY SUMMARY MANAGED FOREST/ TIME OF TREATMENT DRAINAGE AREA +rJ+ TOTAL IMPERVIOUS TURF OPEN SPACE C CN CONC. VOLUME LABEL ? AREA (AC.) AREA (AC.) AREA (AC.) AREA (AC.) Tc (min) Tv (cu ft) Pre -Development 8.137 7.606 0.531 0.000 0.90 95.6 5.0 26,613 Post -Development 8.137 7.481 0.656 0.000 0.89 95.0 5.0 26,275 Runoff Curve Number (CN) Drainage Area Impervious Area Managed Turf ForesVOpen Space Time of Concentration (Tc) acres Runoff Peak Flow Storm Event 7.61 acres Vol umeV q(cfs) 0.53 acres 1 -year 71,664 34.13 0.00 acres 10 -year 64.51 5.0 min Post- Develo ment Prior to Routing) Runoff Curve Number (CN) 1 yr F 95 Runoff Peak Flow q Storm Event Runoff Curve Number (CN) 10 yr 95 VolumeV (cfs) Drainage Area F 8.14 acres 1 -year 68,940 33.38 Impervious Area 7.48 acres 10 -year 63.97 Managed Turf 0.66 acres ForesVOpen Space 0.00 acres Time of Concentration (Tc) F 5.0 mi n Flood Protection Compliance 10-year storm post < 6397 < ftZt:] PASS GRAPHIC SCALE IN FEET 0 40 80 160 z 0 w Izl 0 r1 N M N Lza O , wo <z ao V:� N o=mom !nO N C) V) r z r O 00 0 z� cc = a I I ZI� CO W IK— 00 J O = LLJ Y IjLU 0 � of 1' (N r7 J J o>- O Q n vn O 0 N N _ = M o 0 o Q Q LdO O Cn Nw \ In m > m N o N Q o m Q \ W " z z o y Y O U w K S N 0 0 V O la_ w 0 5W L O W 2 Q w m J Q SHEET NUMBER CG-201 cE 1. 60., I i � r 11 r II III II III`' r - r •, �, �� �� �„�„�, �� � ®, \ /� III I I I 1 1 - tNy - 1 /' _ ���� �„ylllllllllllllilllll _II II II � II %// IIIIIIIII I I I I I I I I I I I I I I I �1 lr - _ IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII II 'I PRE -DEVELOPMENT ?0 0 I tutu • mmm mlmv3�•m m0 0 Al 00 m 0 m0m0m0m 0 0 0 • m em •m m I @ m m m • m 0 0 I 1 m m tutu mmm*. ,. 11 I I I I I I I I I I I I I I I I I I I I I I I I I I�� I I I iI I lU 00040 • 0•- a, saaaaa.-allitatea II •• 1 e _ 0 •,)Im I �,.� I • I T 117 1] 111 1111fl I� ,a- 1, I N • ✓ I L 111111• /Z LI 11 L L LLI L U 01 1 p IIIIIIIIIIIIIIIIIIIIIIIIIIIIIII�I II 1 t•p,, it I / I I Lo GARDEN N S ENTER _ _ rI r 4C-2021 MODIFIED THE HOME DEPOT r•'• ~ BUILDING 107,504 S.F. •• •• & VESTIBULES 1,283 S.F. •• GARDEN CENTER 25,475 S.F. 134,262 S.F. Ali Y UIY o 600 TOTAL PARKING SPACES PROVIDED ? II II POST -DEVELOPMENT TRG t e III I I I I I I I I I I�I II �� II r Ilwl ,, ' STORMWATER QUALITY LEGEND IMPERVIOUS COVER MANAGED TURF * x x x x DRAINAGE BOUNDARY S I I S Project Name: Home Depot Albermarle County Date: 1/9/2023 Linear Development Poled? No Site Information Post -Development Project (Treatment Volume and Loads) Enter Total Disturbed Area (acres/ 4 9.14 Pre-ReDereelooment land Cover leanest A Soils BSails [soils DSOJs Total: rorest/apens¢¢(zvee)-..d.rdenea mren/apenacere o.00 am reanagda Turtle-)-ainterbedgraaea Poryarasorwhersudmbe os3 ae mpervbueruaerlxree ].61 'a, d1a Post -Development land Cover learesl AWN eSotls [Sole p5ails .as rorey/a¢n5¢¢ IwreeI unaisnumea, Iu`r`ea am proteneamre:Vopen:paee or Dm ManMea rad lave,)- amurbea, graaea am for ams or osMrmefro be 0.66 mpervbuerueerlxree Tpa ].40 Areacbect og. og. Or I M 8.14 Constants Annual Rainfall(rn oil 63 Target ro ntall Evens OooMsl 1.W Tonal 1hosphomrraI)E1,r2lmgt4 1 016 Toni NRrd,e ( )Elnclmg/n 1P6 Talgnm1,od(b/acmryr) 041 P)lunt- mnenrontanor) 0.90 ..n. rrow:rinnle tool STORMWATER QUALITY NARRATIVE THE APPLICABLE AREA OF ANALYSIS INCLUDES LIMITS OF DISTURBANCE AS SHOWN ON THIS PLAN. SEE THIS SHEET FOR CALCULATIONS. THIS SITE FALLS WITHIN THE VIRGINIA PART II-B STORMWATER REGULATIONS FOR WATER QUANTITY. THE CONTRIBUTING DRAINAGE AREA WITHIN THE APPLICABLE AREA OF ANALYSIS TO THE OUTFALL IS 8.14 AC IN THE PRE -DEVELOPMENT AND POST -DEVELOPMENT CONDITIONS. WATER QUALITY COMPLIANCE WILL BE MET THROUGH THE PURCHASE OF 3.12 LBS NUTRIENT OFFSET CREDITS. THE PURCHASE AGREEMENT WILL BE PROVIDED PRIOR TO PLAN APPROVAL. SEE THIS SHEET FOR CALCULATIONS. tla(a PUI[9k on3ancralue: ual¢Irton ¢Ik Check: BMPDesign Specifications List: 2011 Stds & Spec Lir%orproyart? No LarMcoverareas enteredcorcer[ly? ✓ Totaldisturbedareoeateadd? Fordot/OrdenStatiod OAQ am and an, 91 redo russ OAS Lmd Cover Sensory We RPhpevelopmem IIa. AElue[ea` Fpms/Oine Spa¢Cwrer(aeles) are am Weitbadalforam 0m Om %Forest M 016 Mareged Turf Cuveruesen 033 033 Weighted Rv(tur!) 020 020 %weageanrf M M Impelvlouscwer(ave) 751 7s1 Re(ineervlpua) 095 095 %Impervlpm 9316 93% heI5lMAfeRHaresl 814 814 New am am Treatment Volume and Nutrient Load (aaR,n) Pre-hDenebpmemValume +L) 16113 06113 Pre-hDe¢bpmem Te,Fw%m Velum, (mbkke) 26,628 26b28 PreFetereelopirent TPLuld (lb/yr) 16.73 26.73 Prwhoanwe mnaTP dea pees. 0 bp.rNnl 1p6 2p6 Baseline TPLoad(lbNr) aauM/wn/aeo leb to pre-teratior tulns pervious lenb pr on; M ro-m-p-dee.o eriu 334 A"Re s Iantl e"herd"A", %¢fleD[vNppmm(bnd[ovn mhos cervbus bMwuxr m(rRst/Opmspp¢w manapN turf)avmpe WOWsai)or rr¢w Mpervbus roexr, Adjusted romlav¢ap¢Iswnsls(m(wRlr post-RelMvebpmm(a[rmg¢(minus doo seforthr"Idus[ovel, Cobmn I Shows ImC reduttbll re4urkmen(fornn Imi.. roun (hose, on new derewpmee dio rMle 0, 41m y«re/read, Lnrd[wmsunmmy-.fIAi LmafuversummmyYot Lord Coversvnmmy]mt b9hM.B Xew lnipervl- Po9ien¢Noenrenn posh-nevelo rrannN-Irrearvloue rwen/ppen Sood Fmesoopen Sol, w eerAunru 0.00 mverlarreg 0.00 WelgMepaltwesd Om "Oessi dAardnl 0.00 %Ewen, D% %Foran M Wried TlM Wer afi6 Wrye rOiwfCwer 0.66 (awes) laves) WelghreJh Durt) am Weireeded(ni 0.20 %Married Nd 8% %Me"40"i 896 Repem WSCURr ReDW.Imcervl Ws Ntw llrr rvl us coen (cares) 7'b rwre.lmsl 7.48 laves] h(lrepetuous) a" Rdfmpeoa¢sl 0.95 Rv(lmper,,ovg %Impetuous 92% selmcerv�ovs 92% y:..._ ima ha¢.Sh Area FYMISIIeAm bve+l 814 lamest 11414 FM Po%Ry 9tea Da Reber Sae Rv M89 Treatment Volume and Nutrient Load RIUIPmF pay-Repeyelwmmt' Pon-nevelopmem Oeer., 11, went 0"2 T..."Mune, awn weymensvolume .. we°pnerR pm, (sue-M lave-f) Drol rprl. pan-hrso-'pmem rby-pryelopmem Drntervom 26,b4 Tremmemvomme 26,274 Mem,ntvolume -- TrtFOm'etreal Rumrtee') farbleket) Imlaf¢0 nmlposl- pon-hoevelopmena Devel Lead Tp pmt-Develapm Lead r) 16.51 lo.alm) 16s1 Lpre (NNd Imhr) Point PL� Piet adsre"opee n: Pos41Y `A._ -----------------. Rb.aderur¢ ]aj boa ¢rase Ut rt/eve/yrl lawn./vrl ran. (eoNonmwuee Idelov prr M% Repe.naemem lmel ly Load Reduction [TP unreal Reduction Repubeal for Re9Ylrel for New ealeytlpeed A,. 3.12I.,,elou,Arere D 06/yr) tub/yr) Nitrogen Loads (Informational Purposes cii Pre-es-01,171 XIcea Rna Pasw Ilb/yrl 11A® IPo%-hP Imce I Site Results (Water Quality Compliance) Area Checks FOREST/OPEN SPACE(ac) IMPERVIOUS COVER (ac) IMPERVIOUS COVER TREATED ec) MANAGED TURF AREA ec) MANAGED TURF AREA TREATED (ac) AREA CHECK D.A. A D.A. B D.A. C DA. D DA. E AREA CHECK am 0.00 0.00 am am OK. 0.00 0.00 0.00 0.00 0.00 0K. 0.00 0.00 Woo 0.00 0.00 OK. 0.00 0.00 0.00 0.00 0.00 OK. 0.00 0A0 OAO 0.00 0.00 OK. OK OK. CO OK. OK. Site Treatment Volume (ft3) 26,274 Runoff Reduction Volume and TP By Drainage Area RUNOFF REDUCTION VOLUME ACHIEVED (ita) TP LOAD AVAILABLE FOR REMOVAL (Ib/yr) TP LOAD REDUCTION ACHIEVED (lb/yr) TP LOAD REMAINING (lb/yr) 11 D.A. A D.A. B D.0. C OA. 0 OA. E TOTAL 0 0 D D D m am 0.00 0.00 0.00 0.00 0.00 am 0.00 0.00 0.00 0.00 0.m0 am MOO I 0.00 0.00 0.00 0.m0 NITROGEN LOAD REDUCTION ACHIEVED (lb/yr)l am I am 1 0.00 11 am am m.m0 Total Phosphorus FINAL POST -DEVELOPMENT TP LOAD(Ib/yr) 16.51 TP LOAD REDUCTION REQUIRED (Ib/yr) 3.12 TP LOAD REDUC1ON ACHIEVED(lb/yr) 0.00 TP LOAD REMAINING (Ib/yr): 16.51 REMAINING TP LOAD REDUCTION REQUIRED (lb/yr): 3.12 Total Nitrogen (For Information Purposes) POST -DEVELOPMENT LOAD(lb/yr) 11&09 NITROGEN LOAD REDUCTION ACHIEVED (lb/yr) 0.00 REMAINING POST -DEVELOPMENT NITROGEN LOAD(lb/yr) its 09 GRAPHIC SCALE IN FEET 0 40 80 160 Z O V) > w O M N I� N Lza O , WD HZ ao U:� N O= DO n 0 Cn r7 C) a Iz gor O O r9 aN = ZH O W 0- D] J O� � = ICJ Y LL! O � cf YN trI J J O>- OQ 1) U-) O 0 N LLJ o o Q Q O W U (.0 \ v m > m N o N Q o m 0 Q \ W W z z y Y O U w K S Vl If V O W 0 5W O LLJ J Q w m J Q SHEET NUMBER CG-202 } m W F- Q 301/' u a'•'' 1 23]/e' % 28 s/e" 115/d BYd' c 28 Y4' 7R 1Y' z u . PS �: gg NEW PAVEMENT OR'PATCHING" TO MATCH .a •° FINGER DRAINS a .B (J- D I PAVED UNPAVED MOUND m w0 1_ n______________________p==Jy EXISTING. SAWCUT JOINT WITH EMULSION TYPICAL FOUR SIDES. , � MIN. BACKFILL 8' o ° (CIVILTO IISREPORDESIGN NPER _p_, a \° w 27 APPLIED BEFORE PAVING/PATCHING -a / \ ./../ . e „________________ _ �n W. SEE SIZE TABLE \ a 36' COMPACTED rn d`.�,p \ \ zo a ii ii 'u 'u GRAVEL - DEPTH ESMINIMUM BURIAL rl u ° (FINISHED GRADE (n TO TOP OF PIPE) Z > FF — BACKFILL SCHEDULE °J GRAVITY PIPE O E E II Ii 'ii t� SEE PLAN OR Yea a PROFILE o p' FRAME &GRATE a Y / PRESSURE PIPE Ld w \� T MATERIAL PIPES & GROUT PIPE _� _� _� _� __ _= A -A y BENEATH PAVING r PER PLAN INTO OPENING- r =4'-0"PRESSURE MAX. OPENING /� PIPE BENEATH ROMDE ANGLE TOP OF CONCRETE PIPE FRAME FOR GRATE "12'+D= 0 B. 8' S' '-:.x UNPAVEDAREAS GROUT BOTTOM PLAN SELECT sOF BASIN TO DRAT ,. a PLAN MATERIAL 2'-0' D=PIPE DIA, HAND PLACED FLOW � T MINIMUM AND COMPACTED •,{ a PRECAST REINFORCEDV=LINING \ LINE SIZE TABLE a / UNDISTURBED CONCRETE OTTOMANNLETWITH SOIL OR ROCK BASIN IN ID PIPE TOP SLAB wDOR \ •° a •" a °° DIMENSION SIZE REINFORCING rn INTEGRAL BOTTOM AND MIN. D+18' o 8'COMPACTAGGREGATE BED•• MAX. D+24' SIDE WALL AT 8" O.C. u¢_� ¢ ` SUITABLE MATERIAL SHOULD CONTAIN NO STONES GREATER THAN 4" IN DIAMETER AND NO FROZEN LUMPS O CATCH BASIN NOTES 4 36'b d7 12 R4 BARS v / ALL MATERIAL TO BE PLACED IN MAXIMUM OF I7 LIFTS AND COMPACTED BEFORE PLACING NEXT LIFT. z v A. GRATE SHALL BE NEENAH R-4859-C OR EAST JORDAN 5110 TYPEM3, OR EQUAL WHEN APPROVED BY ENGINEER. ; - TYPE I MATERIAL SHALL BE GRAVEL CONTAINING NO STONES GREATER THAN 1 117IN DIAMETER, NO „v, •.a •• .a •T .e •• STORM SEWER PIPE, FROZEN LUMPS, NO CLAY, AND NO ORGANIC MATERIAL B. TEXT SHALL BE CAST IN TOP OF GRATE NO WASTE'AND' DRAINS TO WATERWAY' IN MINIMUM HEIGHT. SEE PLANS C. STEPS SHALL BE PROVIDED WHERE DEPTHS EXCEED 6 FEET, AND SHALL MEET OSHA STANDARDS. "` TYPE II MATERIAL SHALL BE CLEAN, HARD, CRUSHED OR NATURAL STONE WITH A GRADATION BY WEIGHT 'u 5] OF 100% PASSING A 1 1/2' SOUARE OPENING, NOT MORE THAN 26%PASSING A 3/4' SQUARE OPENING AND O O D. BRICK OR CASGIN-PLACE WALLS SHALL HAVE A NOMINALTHICKNESS OF 8'. PRECAST WALLS SHALL HAVE A CONCRETE SLAB v NOT MORE THAN 5%PASSING A 1/2' SQUARE OPENING. MINIMUM THICKNESS OF B'[750]AND BE REINFORCED SUFFICIENTLY TO PERMIT SHIPPING WITHOUT DAMAGE. IN LET NOTES SECTION A -A N Q BASINS OVER 12 FEET IN DEPTH SHALL HAVE WALLS REINFORCED WITH #4 BARS VERTICAL & HORIZONTAL 12' TYPE III MATERIAL SHALL BE CLEAN, HARD, CRUSHED STONE FREE FROM COATINGS AND THOROUGHLY A. MATERIAL WALL THICKNESS (T)SHALL BE EITHER: SAND CUSHION, 3'MIN. WASHED WITH A GRADATION BY WEIGHT OF 100% PASSING A I' SQUARE OPENING AND O% TO 5%PASSING M a O.C. WITH 2' CLEAR FROM INSIDE FACE OF WALL. ANY CAST IN PLACE CONCRETE TO BE CLASS C' 1. PRECAST CONCRETE = 3' MIN. N c E. MINIMUM DEPTH SHALL BE OUTSIDE DIAMETER OF OUTLET PIPE INCHES. Al/4'SQUARE OPENING 0 2. CAST -IN -PLACE UNIT E CONCRETE = 8' MIN. U E B. CONTRACT UNIT PRICE FOR'INLET, TYPE A' SHALL INCLUDE THE FRAME AND LID OR TRENCH INSTALLATION NOTES zQ o GRATE SPECIFIED AND THE SAND CUSHION. > I A WHERE BACKFILL IS DESIGNATED'COMPACTED', THIS MEANS 90%TO 95% STANDARD PROCTOR, AASHTO T-99.ALL DESIGNERNOTE: CIVIL ENGINEER SHALL REFER TO STATE DOT AND LOCAL CITY DETAILS FOR PROPER STORM C. CONCRETE SLAB SHALL BE EITHER PRECAST REINFORCED CONCRETE OR 3500 PSI FILL PLACED BELOW PIPES AND STRUCTURES MUST MEET THIS REQUIREMENT. !n wSTRUCTURE; ABOVE IS A DESIGN MINIMUM- ALL STORM SEWER DETAILS INTENDED SHALL BE CONCRETE. B. FOR ALL TRENCHES WITH A GRADE GREATER THAN 4%AND/OR WHERE GROUNDWATER IS APPARENT, INSTALL CLAY F-zz SHOWN ON THE DRAWINGS D. STRUCTURE SHALL BE EITHER SQUARE OR ROUND. DAMS AROUND PIPE AT IW INTERVALS. QO Y E. FRAME AND GRATE SHALL BE NEENAH R3281-A, EAST JORDAN IRON WORKS 7210, OR U : N APPROVED EQUAL. O S 03 C) F. CAST IRON FRAME AND GRATE SHALL BE MADE OF GRAY IRON. !n U cc) O In M 0 Q Z 00 r O a Z ON CO = Q o A STORM STRUCTURE DETAIL STORM STRUCTURE DETAIL �( TRENCH DETAIL z� o w -0 26-H 1 SCALE: NTS 26-H2 SCALE: NTS 26-KSCALE: NTS �— CD Ld O THIS DETAIL IS FOR REFERENCE ONLY. IT IS THE RESPONSIBIUTY OF THE THIS DETAIL IS FOR REFERENCE ONLY. IT IS THE RESPONSIBILITY OF THE THIS DETAIL IS FOR REFERENCE ONLY. IT IS THE RESPONSIBILITY OF THE 0 Y CIVIL ENGINEER TO VERIFY ALL LOCAL, STATE AND FEDERAL CODES PRIM CIVIL ENGINEER TO VERIFY ALL LOCAL, STATE AND FEDERAL CODES PRIM CIVIL ENGINEER TO VERIFY ALL LOCAL, STATE AND FEDERAL CODES PRIOR -p o , TO USE. THE HOME DEPOT AND WD PARTNERS ARE NOT LIABLE FOR , TO USE. THE HOME DEPOT AND WD PARTNERS ARE NOT LIABLE FOR , TO USE. THE HOME DEPOT AND WD PARTNERS ARE NOT LIABLE FOR LLJ N .O ANY ERRORS OR OMISSIONS RELATED WITH THE USE OF THIS DETAIL. ANY ERRORS OR OMISSIONS RELATED WITH THE USE OF THIS DETAIL ANY ERRORS OR OMISSIONS RELATED WITH THE USE OF THIS DETAIL } W O J N LdW = s �Of LL W YN J M (r y N J O>- E N>- Of 0 0 y � F- .3 0 N N c v O E N u I o U � U v L C O N S V c C O !L � 0 n Q o U n E O c o N 0 0 o o m Z W U U( N U Q Q O p ti W O = �O W N (n 0 p N~\ cn < m m <C Q 0 m N 0 °s = 0 _L 0 3 C) Y U w K S L N 0 0 V u O t O 3 O N `o N v U c N U 0 LL !r a I I I c W 'u v O a � y N O O N W O c c � v O t ai U o L '> O y O UD J C - E W c W c H 0 0 I. z 0' 'd O `v V) L U N v O c LO v I v U o U v c O 3 O � O J U c 0 N y v N u Q N LLI L O N v L L fl +� 3 N w Y N � O N Lu L n Ld m E c u 0 o O a 0 m r W m c J 0 J Q m SHEET NUMBER CG-502 "SELECT LINING CONDITION d PIPE IMTERIAL MATERIAL DUCTILE IRON PIPE IN SOIL' TYPE I, II, III RCP PIPE IN 'ORDINARY SOIL' TYPE II, III ALL PIPE OVER BEDROCK OR LEDGE TWEII, III DUCTILE IRON PIPE N CLAY OR MUCK TYPE II, III RCP PIPE IN CLAY TYPE II, III PLASTIC -ALL SAND OR 8' TYPEIII PE III _ 0 0 Q a 0 z T a= 0 T 0 0 y 3 0 L C N O 0 4 a _ 0 E 0 z T E 0 0 a 0 a _ 0 0 0 0 r 0 c 3 0 0 5 t J .• L = E 0 J � m _o J o c o n a O E L c c � o `o J N o 'm 2 0 0 � a d n o O 3 c .. 0 - O L u L ] 3 O v J J 9NJ a 0 V n 0 _o a o_ J 'u L' 2 y 0 E T 0 3 0 n V m _ °: N v N .L V d - N 0 U m `o E 2 N t c J 0 L o Z J � v - L J � r Dv I d J a c o -O J U c 0 v C N = c ° n v L L +� s � v n Y v � o o .. c n E m E C 0 0 � ] uoI N z NORTHING: 3916604.2 EASTING: 11489932..11 I I I I I I II II II I 3916931.66 II 11490155.01 S49'08'38"E 320.00' 3916722.32 11490397.04 23. TIE INTO EX. 12" DI WATERLINE NG: 3916787.93 G: 11490706.17 �r �r 0 0 I 4J I I N I 10 CID I It z I I 45° 12" HORIZ. BEND III 45° 12" HORIZ. BEND I I� I I I 12"x6" TEE 3 I 6" GATE VALVE l I � II II FIRE HYDRANT ASSEMBLY VA.�� 45' 12" HORIZ. BEND 12" GA�TEyVALVE I W W TIE INTO EX. 12" DI WATERLINE i M M I 3 I 12"x6" TEE 6" GATE VALVE M M I 12"x6" TEE 1 3 I 6" GATE VALVE 3 h'I 4 p O� p�1� p� j?� 63jJ 22.5° 12" HORIZ. BEND UTILITY LEGEND UTILITY NOTES I � W Q W W PROPOSED 12" WATERLINE 1. CONTRACTOR TO VERIFY LOCATION AND DEPTH OF ALL EXISTING UTILITIES PRIOR TO START OF CONSTRUCTION AND NOTIFY SS SS PROPOSED SANITARY SEWER LINE KIMLEY-HORN IN ORDER TO VERIFY ADEQUATE SEPARATION Qs PROPOSED SANITARY SEWER MANHOLE BETWEEN UTILITIES CAN BE ACHIEVED AND NO CONFLICTS EXIST. O PROPOSED SANITARY SEWER CLEANOUT 2. ALL PROPOSED UTILITIES ARE TO BE INSTALLED UNDERGROUND H INCLUDING ELECTRIC, TELEPHONE, AND CATV. PROPOSED WATER GATE VALVE (GV) } PROPOSED FIRE HYDRANT 3. ABOVE GROUND IRRIGATION EQUIPMENT SHALL BE COVERED BY ANcn ALL-WEATHER BOX OR DECORATIVE COVER. zo ® PROPOSED DOMESTIC WATER METER 4. REFER TO SHEET CV-101 FOR ALL EXISTING EASEMENTS. > PROPOSED FIRE DEPARTMENT CONNECTION w 5. ALL PROPOSED SANITARY CLEANOUTS SHALL BE TRAFFIC -RATED. ® PROPOSED BOUNDARY VALVE / M M \\\ - - .y� o 8" DI WATERLINE ® ' 41 45° 12" HORIZ. BEND I 41 \ \ I I 1 5" IRRIGATION METER \ \\ \ \ 1.5" IRRIGATION RPZ : 11 BACKFLOW PREVENTER \ \ I �•� ��. �3" DOMESTIC WATER METER '.4 '' ^ 4DEN CENTER ... \ \ M \ \ -3" RPZ BACKFLOW PREVENTER------------------ 25,475 S.F. 12"x6"rEE / - yr... ', • I 6" GATE VALVE':: \ \ \ / DOMESTIC WATERLINE CONNECTION TO BUILDING im M 3" TYPE K COPPER DOMESTIC WATERLINE FIRE HYDRANT ASSEMBLY C RIM: 492. INV IN: 488. INV OUT: 488. t4 LF OF 6" PVC 0 3.: I M -t M M 12"x6" TEE - 1. 6" GATE VALVE" FIRE HYDRANT ASSEMBLY TIE INTO EX. 12" DI WATERLINE 128 LF OF 8" PVC 0 0.81%-\ I SS - I M M ^� I v, I o 12'k6" TEE I I ® I O L45$9-175FW 6" GATE VALVE 3916 242.04 (V, 4ON 3916306.60 11490109.68 GAP\� ��?1 FEASTING: 11490293.18 a E P I 1 I C05 1 RIM: 490.06 INV IN: 4156.22 o INV OUT: 486.22 16440.79 1 1 1 1 1 1 a 1 ___ 1b 10070.37 146 LF OF 8" PVC ® 0.81% (n FIRE HYDRANT ASSEMBLY SS FIRE HYDRANT ASSEMBLY 0 LF OF 6" PVC 0 3.29% BLDG 4 -RIM: 492.69 INV OUT: 489.19 4C-2021 MODIFIED 554 A( ov yg1kg09^�. E� NORTH EASTINIGG11490985.62 �22.5° 12" HORIZ. BEND 22.5° 12" HORIZ. BEND FIRE HYDRANT ASSEMBLY 45° 6" HORIZ. BEND I BLDG 1 RIM: 491.64 CO3 INV OUT: 489.19 I RIM: 490.95 INV IN: 488.67 PRIVATE 8" PVC FIRE LINE INV OUT: 488.67 25 LF OF 6" PVC 0 2.07% , ', I 12"x8"TEE 1:. THE HOME DEPOT r C06 RIM: 492.49 INV IN: 487.42 BUILDING 107,504 S.F. INV IN: 487.42 VESTIBULES 1,283 S.F. INV OUT: 487.25 GARDEN CENTER 25,475 S.F. 134,262 S.F. 49 LF OF 6" PVC 0 1.10% 2 it 1u i+; RIM: RIM: 492.69 )TAL PARKING SPACES PROVIDED r.Fl. I INV OUT: 489.19 F1. 11 10 LF OF 6" PVC 0 12.32% C07 RIM: 492.49 INV IN: 487.95 INV IN: 487.95 INV OUT: 487.95-----1 TRC • : >> 8" GATE VALVE II 191 LF OF 6" PVC ® 2.07% 1 pm i II II I to uuL�I I I I I II I I II 10 I I II II 11) N ICI to II RIM: 491.18 I I INV IN: 484.72 I II INV OUT:1 484.72 l II COl \� II RIM: 490.98 INV IN: 484.14 22.5° 12" HORIZ. BEND \ INV OUT: 484.14 28 LF OF 6" PVC 0 2.07% I I \\\\111� - 22.5° 12" HORIZ. BEND I I I I 0 __ < I I =- LL1 ;;;` I I 171 LF OF 6" PVC 0 2.07% 12"x6"TEE I I • '; b CO �� \ I 6" GATE VALVE NORTHING: 3916220. C040021 .01 RIM: 490.55 102 LF OF 6" PVC 01.10% INV IN: 485.03 V OUT: 485.03 11 11 I8LFOF8"PVC 00.81% JI IN ®II EX SSMH 2 11 RIM: 490.59 INV I 0 BLDG 3 -RIM: 492.69 INV OUT: 489.19 10 LF OF 6" PVC 0 1.10% C08 RIM: 492.49 INV IN: 489.08 INV OUT: 489.08 I� L TIE INTO EX. 12" DI WATERLINE J �I u 0 M N M N Lza O , wo H Z ao U� N O= � (nU 1100 OU <E M a I z o o z�c= a zLLJow of co J O cn :� = W SEwwo� � Of y(n M J CNJ O>- Q ro Ln ro i O N N 3:_ = m ID O o Q Q wCD wO cn N Q \ v m > m N N Q o m Q W a w z zCD aof y w y N 0 0 V I I I \\ FIRETASSEMBLY - - - - I \ I \ SSMH 1 RIM: 490.09 ;T 3 2 •.INV IN: 480.59 SING: 11490673.,'INV OUT: 480.49 45° 12" HORIZ. BEND \\ 60 LF OF 6" 1PVC 91I90% \\P EX SSMH 1 - RIM: 490.99 INV IN: 479.34 45° 12" HORIZ. BEND \` GRAPHIC SCALE IN FEET 0 25 50 100 I..L W 0 5W L O LJ J 0_ Q Lij m J Q SHEET NUMBER CU-101 N v 0 0 v v a C 0 `o I T E 0 r 0 0 0 y 3 v N c N °: 0 0 0 v 4 a c 0 `o I T W Y T n 3 c 0 0 3s � o 0 U o n o J N D `0 If s L = 0 a c J J r O 7 y O 3 J J v 0 � o N � c m n r c 0 c L v � 0 CC o J O 0 2 O N E O C a c n 0 c o O v C O1 rn = v O w ti � d >= o n I � a D 0 o 3 D V '- N o - 3 > 0 c � N Y 0 a 0 0 0 ;_ O a N 0 v _ 2 L N 0 J T N 0 O 7 N U C c U v 0 0 O - n J_ > � v J 0 D y� 0 v E n = J ✓+ _ c D c If O L in 0 c J v - N J L U _ N J C n v I v J 2 J N C 3 O d 0 � J U c 0 N a v o N o C 0 n v L L +� 3 v n 0L N � O N C n v m E E 0 O o O � 2' X 2' CONCRETE COLLAR (6- THICKNESS MINIMUM) - (ONLY IN ASPHALT) PAVEMENTSEE GRADING PLAN CLEANOUT PLUG, 3" BELOW PAVING OR 1" ABOVE FINAL LANDSCAPE GRADE LONG SWEEP WYE TRENCH BACKFILL a. FLOW MANHOLE, FOR PAVED AREAS ONLY INSTALL FLUSH WITH GRADE IN LANDSCAPE AREA ONLY �. CLEANOUT NOTES A. CLEANOUT LOCATIONS INDICATED ON GRADING AND UTILITY PLANS AS 'CC" FOR SINGLE CLEANOUT AND "DCO' FOR DOUBLE CLEANOUT. B. PROVIDE CLEANOUTS AS SPECIFIED: 1. ZURN Z-1400 CLEAN OUTS IN NON -TRAFFIC AREAS AND SIDEWALKS. 2. ZURN-1449 CLEAN OUTS IN LANDSCAPED AREAS. 3. ZURN Z-1400 HD CLEAN OUTS IN TRAFFIC AREAS WITH A'SERVICE STATION' TYPE MANHOLE, OPW R104 Al - COVER CORPJOPW DM, 26G 1 CLEAN OUT -SCALE:NTS THIS DETAIL IS FOR REFERENCE ONLY IT IS THE RESPONSIBILITY OF THE CIVIL ENGINEER TO VERIFY ALL LOCAL STATE AND FEDERAL CODES PRIOR TO USE. THE HOME DEPOT AND WD PARTNERS ARE NOT LIABLE FOR kA ANY ERRORS OR OMISSIONS RELATED WITH THE USE OF THIS DETAIL. 0000000uu000000 umucneumune���� ����� mt�mlSlilWmiL2idF.IWL'Iilmmli[i! W L�mI5I3GmmF3Llm W QIIIII�•J�lml:•IaEll! u %�%w-� �uuuouuuuuuuu ♦�����♦ r••a••n�Auo�Amo�4m••�e mooM:mmM•Nremo®�mr® 000�mm®mm®mm� mmm�mmt�eemmemmm� mmmE4`Jmm [SCIE'JmfE32:lmF:lf3II1 IN �000®0 uuuuuuuuua:ra:l� ��� Al�i -mill IRA, Ov�G THRUST BLOCK DETAIL 26-G2SCALE: NTS THIS DETAIL IS FOR REFERENCE ONLY. IT IS THE RESPONSIBILITY OF THE CIVIL ENGINEER TO VERIFY ALL LOCAL, STATE AND FEDERAL CODES PRIOR TO USE. THE HOME DEPOT AND WD PARTNERS ARE NOT LIABLE FOR ANY ERRORS OR OMISSIONS RELATED WITH THE USE OF THIS DETAIL NONFREEZE YARD HYDRANT, WOODFORD MODEL W34 OR APPROVED EWAL C 4 X 5.4 GALVANIZED STEEL CHANNEL STIFFENER 3/4' BRASS HOSE NOZZLE ATTACH RISER TO STIFFENER WITH GALVANIZED U-BOLT, TYP 2'-0' X ZHU' X 6' CONCRETE J PAD. CONCRETE SHALL HAVE 4,000 PSI MINIMUM 28-DAY COMPRESSIVE STRENGTH. 6X6-W1.4X W1.4 INSTALL 2 CUBICAROUND VALVEEET 1/r WVYF GRAVEL AROUND VALVE BODY FlNISHED GRADE FINISHED GRADE FOR INSTALLATION IN LANDSCAPEAREAS 2' X 2' CONCRETE COLLAR (6' THICKNESS MIN.) FOR INSTALLATION IN PAVED AREAS FINISHED GRADE OR PAVEMENT a / "WATER' INSCRIBED ON LID .`aan •.`aJn •.a ADJUSTMENTS FOR DEPTH CAST IRON VALVE BOX BASE SEE UTILITY PLAN FOR SIZE VALVE BOX DETAIL 26-G SCALE: NTS THIS DETAIL IS FOR REFERENCE ONLY. IT IS THE RESPONSIBILITY OF THE CIVIL ENGINEER TO VERIFY ALL LOCAL, STATE AND FEDERAL CODES PRIOR TO USE. THE HOME DEPOT AND WD PARTNERS ARE NOT LIABLE FOR ANY ERRORS OR OMISSIONS RELATED WITH THE USE OF THIS DETAIL. (4) FOUR-50 DIAMETER EXPANDING ANCHORS ON 34' B.C. @ 90'� GRADE RINGS AS REQUIRED (6" MAXIMUM HET( 0-RING GASKET ASTM C-443 MANHOLE STEPS 16' KOR-N-SEAL ASSEMBLY OR EQUAL - BOTTOM CHANNEL FILL 2000 PSI CONCRETE — UNDISTURBED EARTH - MANHOLE FRAME NEENAH TYPE R 1 T 5 OR EQUAL AND UD NEENAH TYPE R1664 OR EQUAL wz O U� m a E3 to "B"DIMENSION SEWER SIZE PIPEID+2" <8. 10'&12' 1/2PIPEID+2" 15"&LARGER "A"DMENSION SEWER!IZE 24- 30' 1r & 15' 30. 24' SANITARY MANHOLE NOTES A. FLEXIBLE BUTYL RUBBER SEALANT EQUAL TO CONSEAL TYPE CS-302 SHALL BE USED TO SEAL CASTING TO MANHOLE, SEAL ADJUSTING RINGS TO RISERS AND TO SEAL RISER JOINTS. SANITARY MANHOLE 26-11 SCALE NTS ITS DETAIL IS FOR REFERENCE ONLY. IT IS THE RESPONSIBILITY OF THE CIVIL ENGINEER TO VERIFY ALL LOCAL STATE AND FEDERAL CODES PRIOR 10 USE. THE HOME DEPOT AND WD PARTNERS ARE NOT LIABLE FOR AN ® Y ERRORS OR OMISSIONS RELATED WITH THE USE OF THIS DETAIL (4) FOUR- 50 DIAMETER EXPANDING ANCHORS ON 34' B.C. @ 90° GRADE RINGS AS REQUIRED (6- MAXIMUM HET( MANHOLEFRAME (NEENAH TYPE R 1175, OR EQUAL) AND LID (NEENAH TYPE R1664, OR EQUAL) W z O ON O-RING GASKET PIPE HALF ASTM C-443 //a',, d / COS e. MORTAR- 4,-0, MANHOLES 18' O.C. 00 NOT STAGGER. d BOOT, SEAL& CLAMP UYP)- FILL AROUND PIPE WITH w ¢ } NON -SHRINK GROUT. ` w ¢ BOTTOM CHANNEL FlLL i m a 20M PSI CONCRETE CLASS"B'CONCRETE CRADLE \ v UNDISTURBED EARTH "B"DMEN&ON SEWER SIZE PIPEID + r <8. 10'&12 1/2 PIPE ID+r 15'&LARGER "A"DMENSION SEWER SIZE Es 24" 3D' 12' & 15. 39' 24' SANITARY MANHOLE NOTES A. FLEXIBLE BUTYL RUBBER SEALANT EQUAL TO CONSEAL TYPE CS-302 SHALL BE USED TO SEAL CASTING TO MANHOLE, SEAL ADJUSTING RINGS TO RISERS AND TO SEAL RISER JOINTS. B. SEE UTILITY PLAN FOR ALL INLET AND OUTLET PIPE ELEVATIONS AND SIZES. SANITARY DROP MANHOLE (EXTERNAL) ) 2 -I2 SCALE: NTS 6 `i6 DETAIL IS FOR REFERENCE ONLY. IT IS THE RESPONSIBILITY OF THE "IIVL ENGINEER TO VERIFY ALL LOCAL STATE AND FEDERAL CODES PRIOR TO USE. THE HOME DEPOT AND WD PARTNERS ARE NOT LIABLE FOR hkh�A ANY ERRORS OR OMISSIONS RELATED WITH THE USE OF THIS DETAIL. O M N M N Lz¢ O , W 0 H Z ¢o O:� N On = CO U) O (n C) ¢ z GO O 00 ZO 0 ZLLI � r � o W D O — D] _1 = W Y W LU O Ld � Of d Y U) E M J CN J O>- N>- O Q 0 M O N (n Z O (n LLI O Iz o-n n P 6-AGGREGATE BASE, .d'•a •.• ••a. w (D N Q Q m COMPACTED TO MIN. 90% 3 Q y m• 00 Ld Q 0 LN O OF MODIFIED PROCTOR MAXIMUM DRY DENSTTYm J o O (.0W ~ (n m 1" COPPER IRRIGATION WATER SUPPLY. w' (� w N ¢ > m VALVE BODY �_ CN zZ 0 Q W a Z a y w Y N 0 0 V 26-M YARD HYDRANT DETAIL SCALE:NTS THIS DETAIL IS FOR REFERENCE ONLY. IT IS THE RESPONSIBILITY OF THE CIVIL ENGINEER TO VERIFY ALL LOCAL, STATE AND FEDERAL CODES PRIOR TO USE. THE HOME DEPOT AND WD PARTNERS ARE NOT LIABLE FOR ANY ERRORS OR OMISSIONS RELATED WITH THE USE OF THIS DETAIL. J O a_ W 0 5W O 2 w J Q W m J Q SHEET NUMBER CU-501