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Home My WebLink AboutSDP201900013 Plan - Approved Final Site Plan and Comps. 2020-03-30DATE Submittal Type Reviewed and Approved by the Communit Deve gpment Department Date 9 `7 File# (A G'1- -- ��_� 4414ignature— PROJECT CONTACT LIST APPLICANT/DEVELOPER THE REBKEE COMPANY THE REBKEE COMPANY 2800 PATTERSON AVENUE, SUITE 200 RICHMOND, VA 23221 TEL: (804) 419-0747 CONTACT: PAUL SPROUSE EMAIL: PSPROUSE@REBKEE.COM CIVIL ENGINEER Kimley»>Horn KIMLEY—HORN AND ASSOCIATES, INC. 1700 WILLOW LAWN DRIVE, SUITE 200 RICHMOND, VA 23230 TEL: (804) 672-4709 CONTACT: RYAN PERKINS, P.E. EMAIL: RYAN.PERKINS@KlMLEY—HORN.COM SURVEYOR JENNINGSTEPHENSON,P.C. JENNINGSTEPHENSON, P.C. 10160 STAPLES MILL ROAD, STE 103 GLEN ALLEN, VA 23060 TEL: 804-545-6235 CONTACT: TROY STEPHENSON EMAIL: TSTEPHENSON@JSPC—VA.COM ARCHITECT CUHACI & PETERSON 921 PENLLYN—BLUE BELL PIKE BLUE BELL, PA 19422 TEL: (215) 641-4830 CONTACT: SUE LEVERENCE EMAIL: SUEL1 CSC—P.COM WAWA CONTACT INFORMATION Wawa WAWA, INC. 260 W. BALTIMORE PIKE WAWA, PA 19063 TEL: (267) 273-3575 CONTACT: JEB BELL EMAIL: JEB.BELL@WAWA.COM OWNER PANTOPS CORNER, LC 1100 HARRIS STREET CHARLOTTESVILLE, VA 22903 MIKE McGOWAN SDP2019-00013 ALBEMARLE COUNTY, VIRGINIA RIVANNA MAGISTERIAL DISTRICT VICINITY MAP WAWA INFORMATION BUILDING AREA: 6,049 SF BUILDING TYPE: W50 FB I VA CANOPY CONFIGURATION TRIPLE STACKED CANOPY TYPE: A —FRAME # OF MPD'S: 9 MISS UTILITY OF VIRGINIA CALL BEFORE YOU DIG 811 PROJECT DATA (WAWA PARCEL) TAX MAP ID: 78 PARCEL GPIN NUMBERS: 78-5A (IN PART) TMP: 07800-00-00-005AO ZONING CASE: ZMA201300002 EXISTING USE: VACANT PROPOSED USE: GAS STATION/CONVENIENCE STORE EXISTING ZONING: HIGHWAY COMMERCIAL OVERLAY: ENTRANCE CORRIDOR; STEEP SLOPES — MANAGED EXISTING SITE AREA: 1.78 AC. BOUNDARY DIMENSIONS 418 FT x 211 FT (f) LIMITS OF DISTURBANCE 1.63 ACRES BUILDING AREA: 6,049 SF (BUILDING); 7,777 SF (CANOPY) ALTA SURVEY PROVIDED BY JENNINGSTEPHENSON PC ON SOURCE OF BOUNDARY AND TOPO MAY 30, 2018. TOPOGRAPHY SHOWN IS BASED ON PROPOSED CONDITIONS FROM PANTOPS CORNER DEVELOPMENT DATUM: HORIZONTAL — NAD 83 VERTICAL — NAVD 88 BENCHMARK DATUM FOR TOPOGRAPHY IS NAVD88 BUILDING HEIGHT MAXIMUM: 65 FT BUILDING HEIGHT PROPOSED: 33 FT t FUEL CANOPY CLEARANCE: 14'-6" FUEL CANOPY HEIGHT 22'-11" DISTANCE TO INTERSECTION: 570' TO STONY POINT ROAD 1 PARKING SPACE / 100 SF OF RETAIL SALES AREA PARKING SPACES REQUIRED: FOR THE FIRST 5000 SF OF RETAIL SALES. RETAIL SALES = 80% OF THE GFA 48 PARKING SPACES REQUIRED PARKING SPACES PROVIDED: 48 SPACES (2 ADA) ZONE 'X' OF THE FEMA DEFINED FLOOD HAZARD AREA AS SHOWN ON FLOOD INSURANCE RATE MAP NUMBER FLOOD PLAIN: 51003CO287D AND DATED FEBRUARY 4, 2005 (SITE NOT WITHIN A 100—YEAR FLOOD PLAIN) FRONT: 10 FT MIN, NO MAX (ALONG R/W) SIDE AND REAR: IF THE ABUTTING LOT IS ZONED RESIDENTIAL, RURAL AREAS, OR THE MONTICELLO HISTORIC DISTRICT: (i) NO PORTION OF ANY STRUCTURE, EXCLUDING SIGNS, SHALL BE LOCATED CLOSER THAN 50 FT FROM THE DISTRICT BOUNDARY; BUILDING SETBACK: AND (ii) NO OFF—STREET PARKING OR LOADING SPACE SHALL BE LOCATED CLOSER THAN 20 FEET TO THE DISTRICT BOUNDARY ; IF THE ABUTTING LOT IS ZONED COMMERCIAL OR INDUSTRIAL, ANY PRIMARY STRUCTURE SHALL BE CONSTRUCTED AND SEPARATED IN ACCORDANCE WITH THE CURRENT EDITION OF THE BUILDING CODE STEEP SLOPES: MANAGED BY RETAINING WALLS PROPOSED WITH PANTOPS CORNER SITE PLAN SITE LIES WITHIN THE UPPER RIVANNA RIVER WATERSHEDS: WATERSHED. THE SITE IS NOT WITHIN A WATERSHED OF A PUBLIC WATER SUPPLY EXISTING BUILDINGS: 0.00 ACRES EXISTING PAVEMENT: 0.28 ACRES EXISTING SIDEWALK: 0.06 ACRES LAND USE SCHEDULE: EXISTING OPEN SPACE: 1.75 ACRES PROPOSED BUILDINGS: 0.34 ACRES PROPOSED PAVEMENT: 0.98 ACRES PROPOSED SIDEWALK: 0.07 ACRES PROPOSED OPEN SPACE 0.70 ACRES PARCELS IMPERVIOUS AREA: 1.39 ACRES; 60,548 SF (78.1%) PAVED PARKING AREAS: 0.83 ACRES; 36,054 SF (46.6%) CIVIL SHEET INDEX SHEET NUMBER SHEETTITLE CA-100 COVER SHEET CA-101 GENERAL NOTES CA-102 PROFFERS AND CONDITIONS OF APPROVAL CV-101 EXISTING CONDITIONS CV-102 PANTOPS CORNER SDP2018-00089 & WP02018-00088 PH I IMPROVEMENTS CS-100 BOUNDARY PLAN CS-101 SITE AND UTILITY PLAN CS-501 SITE DETAILS CS-502 SITE DETAILS CS-503 SITE DETAILS CS-504 SITE DETAILS CG-101 GRADING PLAN CG-103 DRAINAGE AREA MAP CG-104 OVERALL DRAINAGE AREA MAP CG-301 UTILITY AND STORMWATER PROFILES AND CALCULATIONS CG-501 STORMWATER DETAILS CP-101 LANDSCAPE PLAN CP-501 PLANTING NOTES AND DETAILS CL-101 LIGHTING PLAN CL-501 LIGHTING CUT SHEETS CL-502 LIGHTING CUTSHEETS PROJECT DATA (PANTOPS CORNER) (DATA PROVIDED FOR REFERENCE ONLY PER SDP 201800089) TAX MAP ID: 78 PARCEL GPIN NUMBERS: 78-58G1, 78-5B, 78-5E, 78-5C TMP: 07800-00—Q0-0058B0, 07800-00-00-058G1 ZONING CASE: ZMA201300002 WP0201800088 (PANTOPS CORNER VSMP PLAN); WP0201400028 MASS GRADING AND E&S CONTROL PLAN REFERENCES: PLAN FOR PANTOPS CORNER, APPROVED 6/11/14; SUB2019-00024 (PANTOPS CORNER ROAD PLAN) EXISTING USE: VACANT LOT PROPOSED USE: NEW 122 ROOM HOTEL AND PROFFERED ACCESS ROAD EXISTING ZONING: HIGHWAY COMMERCIAL ENTRANCE CORRIDOR; STEEP SLOPES — PRESERVED; OVERLAY: STEEP SLOPES —MANAGED; FLOODPLAIN HAZARD (PARCEL 78-58G1) STATE AND FEDERAL DAM BREAK INUNDATION ZONES OVERLAY PARCELS EXISTING SITE AREA: 6.10 AC BUILDING AREA: 15,393 SF (BUILDINGS) SOURCE OF BOUNDARY AND FIELD SURVEY PROVIDED BY ROGER W. RAY & ASSOCIATES, INC. ON MARCH 23, 2018. UPDATED XY TBOUOPO DATA ON OCTOBER 16, 2018 DATUM: NAVD 88 BENCHMARK DATUM FOR TOPOGRAPHY IS NAVD88 BUILDING HEIGHT MAXIMUM: 65 FT BUILDING HEIGHT PROPOSED: 65 FT PARKING SPACES REQUIRED: HOTEL: 1 SPACE PER ROOM. 122 ROOMS = 122 SPACES HOTEL: 122 SPACES PARKING SPACES PROVIDED: LOADING SPACE: AREA/PULL—UP UNDER CANOPY WILL SERVE AS LOADING SPACE ACCORDING TO FEMA FLOOD INSURANCE RATE MAP, FLOOD PLAIN: EFFECTIVE DATE FEBRUARY 4, 2005 (COMMUNITY PANEL 51003CO287D), PORTIONS OF THIS PROPERTY LIE WITHIN A ZONE AE 100—YEAR FLOOD PLAIN FRONT: 10 FT MIN, NO MAX (ALONG R/W) HOTEL COMPLIES WITH STEPBACK FRONT BUILDING SETBACK: REQUIREMENT. FOR EACH STORY THAT BEGINS ABOVE 40FT IN HEIGHT OR FOR EACH STORY ABOVE THE THIRD STORY, WHICHEVER IS LESS, THE MINIMUM STEPBACK SHALL BE 15FT. STEEP SLOPES: MANAGED AND PRESERVED SLOPES ARE SHOWN ON EXISTING CONDITIONS SHEET STEEP SLOPES —MANAGED MANAGED SLOPES BY RETAINING WALLS PROPOSED ON PANTOPS CORNER IMPROVEMENTS SHEET SITE LIES WITHIN THE UPPER RIVANNA RIVER WATERSHEDS: WATERSHED. THE SITE IS NOT WITHIN A WATERSHED OF A PUBLIC WATER SUPPLY EXISTING BUILDINGS: 0.109 ACRES EXISTING PAVEMENT: 0.195 ACRES EXISTING OPEN SPACE: 5.795 ACRES LAND USE SCHEDULE: PROPOSED BUILDINGS: 0.353 ACRES PROPOSED PAVEMENT: 1.866 ACRES PROPOSED SIDEWALK: 0.336 ACRES PROPOSED OPEN SPACE: 3.545 ACRES PARCELS IMPERVIOUS AREA: 2.55 ACRES (41.9%) PAVED PARKING AREAS (PLUS 1.88 ACRES (30.8%) ADJACENT TRAVEL WAYS): w 0 m z O V) w o' O N N C) Q z > vi o w z �O Q� O U 00 O 00 U � Q I z O r7 � 0 O O ZQ LLJ 0 � J O V) =�w� �0LLJ 0� �_j O 00 o� ■ O O r` ��'�ALTH OF t'1 RYA PERKINS LIC. No. 046565 U YNAL �' U N O Y D 0 0o�\� N V) m E c9 Q � m �- Q 0 o 0 w m o Q u) Q w U) 0 0 U W W 2 U) W O U Q Q z Q � �_ O < tY O Q zzryo O_ov O LZ" 0 or W W ry Z CL c� W � Q r U) U U Q w Qz Q Ld W J Q SHEET NUMBER CA-10 0 CONSTRUCTION STANDARDS 1. ALL CONSTRUCTION METHODS AND MATERIALS SHALL CONFORM WITH THESE DRAWINGS, PROJECT SPECIFICATIONS, WITH ALL CURRENT APPLICABLE CODES, AND, UNLESS OTHERWISE SPECIFIED, WITH THE LATEST REVISIONS OF THE FOLLOWING REFERENCE DOCUMENTS: A. ALBEMARLE COUNTY CONSTRUCTION STANDARDS AND SPECIFICATIONS B. ACSA GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS C. VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT) ROAD & BRIDGE SPECIFICATIONS D. VDOT ROAD AND BRIDGE STANDARDS E. MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) F. VIRGINIA WORK AREA PROTECTION MANUAL. G. VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK (VESCH) H. VIRGINIA DEPARTMENT OF HEALTH (VDH) SPECIFICATIONS CONSTRUCTION NOTES 1. ALL CONSTRUCTION SHALL CONFORM WITH APPLICABLE STATE (INCLUDING VDOT) AND LOCAL CONSTRUCTION STANDARDS AS IDENTIFIED IN THESE PLANS. THE CONTRACTOR SHALL OBTAIN ALL APPLICABLE PERMITS AND LICENSES AND MAINTAIN COPIES OF THEM ON -SITE AT ALL TIMES DURING CONSTRUCTION. THE CONTRACTOR SHALL MAINTAIN A SET OF CONSTRUCTION DOCUMENTS, SPECIFICATIONS, AND A STORMWATER POLLUTION PREVENTION PLAN (SWPPP) ON -SITE AT ALL TIMES DURING CONSTRUCTION. 2. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THE PROJECT WORK SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIVE TO THE SPECIFICATIONS OR THE RELATIVE CODES, IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD IN WRITING PRIOR TO THE START OF CONSTRUCTION. FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUTE ACCEPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF WORK AS DEFINED BY THE DRAWINGS AND IN FULL COMPLIANCE WITH LOCAL REGULATIONS AND CODES. 3. ALL DIMENSIONS ARE TO FACE OF CURB UNLESS OTHERWISE NOTED. 4. ALL PAINT STRIPING, PAVEMENT MARKINGS, AND SIGNAGE SHALL CONFORM TO THE "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES," MOST CURRENT REVISION OR AS OTHERWISE SPECIFIED. ALL REFERENCED SIGN STANDARDS ARE TAKEN FROM THE "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES". ALL NEW SIGNS SHALL BE MOUNTED ON GALVANIZED POSTS AND IN ACCORDANCE WITH STATE AND LOCAL REGULATIONS. 5. THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING UTILITIES ASSOCIATED WITH THE PROJECT WORK SCOPE DURING CONSTRUCTION. AT LEAST 48 HOURS PRIOR TO ANY DEMOLITION, GRADING, OR CONSTRUCTION ACTIVITY THE CONTRACTOR SHALL NOTIFY "MISS UTILITY" OF VIRGINIA ® 811 FOR PROPER IDENTIFICATION OF EXISTING UTILITIES WITHIN THE PROJECT SITE. 6. ANY DAMAGE OCCURRING TO THE EXISTING SITE INFRASTRUCTURE ON THIS OR THE ADJACENT SITE DURING THE CONSTRUCTION OPERATIONS AND/OR MOBILIZATION, SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. ALL EXISTING DAMAGED ITEMS INCLUDING CONCRETE AND/OR PAVEMENT SECTIONS SHALL BE RESTORED TO THEIR ORIGINAL CONDITIONS PRIOR TO PROJECT COMPLETION AT THE EXPENSE OF THE CONTRACTOR. 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPLACING WITH MATCHING MATERIALS ANY PAVEMENT, DRIVEWAYS, WALKS, CURBS, ETC. THAT MUST BE CUT OR THAT ARE DAMAGED DURING CONSTRUCTION INSIDE AND OUTSIDE OF THE LIMITS OF CONSTRUCTION. 8. ANY AND ALL UTILITIES AND/OR OBSTRUCTIONS (POWER POLES, TELEPHONE PEDESTALS, GUY WIRES, WATER METERS, ETC.) THAT ARE REQUIRED TO BE RELOCATED OR ADJUSTED DUE TO CONSTRUCTION SHALL BE DONE SO AT THE OWNERS/DEVELOPERS EXPENSE. 9. SLOPES WITHIN THE LIMITS OF THE HANDICAPPED PARKING AREAS SHALL NOT EXCEED 1.5% IN ANY DIRECTION. CROSSWALKS AND SIDEWALKS SHALL HAVE A MAXIMUM CROSS SLOPE OF 1.5% AND A MAXIMUM LONGITUDINAL SLOPE OF 5% IN DIRECTION OF TRAVEL. SLOPES IN HANDICAP RAMPS SHALL BE BUILT IN CONFORMANCE WITH ILATEST ADA CRITERIA AND LOCAL DESIGN STANDARDS. 10. THE CONTRACTOR IS RESPONSIBLE TO REMOVE ALL THE REMOVED/DEMOLISHED MATERIAL FROM THE PROJECT SITE AND DISPOSE OF SAME IN A LEGAL MANNER. 11. TYING TO EXISTING PAVEMENT: EXISTING PAVEMENT SHALL BE NEATLY SAW CUT TO A STRAIGHT LINE AND ALL PAVING ON THE NEW PAVEMENT SIDE OF THE CUT SHALL BE COMPLETELY REMOVED AND REPLACED WITH SPECIFIED MATERIALS. THE CUT LINE SHALL BE FULL -DEPTH AND COATED WITH A TACK COAT TO FURNISH A BOND BETWEEN THE EXISTING SURFACE COURSE AND THE NEW SURFACE COURSE. 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. i 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 V ROAD AND BRIDGE SPECIFICATIONS AND SHALL CONFORM TO THE SECTION 302 OF DOT REQUIREMENTS OF R 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 0 S R ESTABLISHED BASED ON THIS CENTER LINE DISTANCE. LENGTH CALL OUTS FOR ARE TA BLISH E PIPES WITH FLARED END SECTIONS WILL BE MEASURED TO THE JOINT. CONTRACTOR SHALL LOCATE ALL END SECTIONS TO MATCH THE BANK SLOPE AND THE PIPE SLOPE SHALL BE ADJUSTED AS NECESSARY. 5. BOOT CONNECTIONS SHALL BE PROVIDED FOR ALL PLASTIC PIPES THAT TIE INTO A CONCRETE STRUCTURE. 6. GENERAL CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES HAVING UNDERGROUND UTILITIES ON SITE OR IN RIGHT-OF-WAY PRIOR TO EXCAVATION. CONTRACTOR SHALL CONTACT UTILITY LOCATING COMPANY AND LOCATE ALL UTILITIES PRIOR TO GRADING START. SEE EXISTING CONDITIONS SHEET FOR UTILITY CONTACT INFORMATION. 7. SITE GRADING SHALL NOT PROCEED UNTIL EROSION CONTROL MEASURES HAVE BEEN INSTALLED AND APPROVED BY APPLICABLE AUTHORITY. 8. ALL ELEVATIONS ARE IN REFERENCE TO THE BENCHMARK, AND THIS MUST BE VERIFIED AND LOCATED BY THE GENERAL CONTRACTOR PRIOR TO GROUND BREAKING. 9. CONTRACTOR SHALL ENSURE POSITIVE DRAINAGE SO THAT RUNOFF WILL DRAIN BY GRAVITY FLOW ACROSS NEW PAVEMENT AREAS TO NEW OR EXISTING DRAINAGE INLETS OR SHEET FLOW OVERLAND. 10. THE CONTRACTOR SHALL ADHERE TO ALL TERMS & CONDITIONS AS OUTLINED IN THE GENERAL V.S.M.P. PERMIT FOR STORMWATER DISCHARGE ASSOCIATED WITH CONSTRUCTION ACTIVITIES. 11. ALL DRAINAGE STRUCTURES AND STORM SEWER PIPES SHALL MEET HEAVY DUTY TRAFFIC (H20) LOADING AND BE INSTALLED ACCORDINGLY. 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 SNECESSARY HALL SAW CUT, REMOVE, AND REPLACE ASPHALT PAVEMENT AS 0 T 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. 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. m 0 N W 0 f- N � 0 w z 0 _O vn m w -i I I I I I Izi o N N U Q z > w z �o Q O 00 O V 00 C) Q I z oo(oo ZN CO = Q LLJ z ~ o w D Co J o U) _ w y w 0 O :2z w S2 J O 0O J O ■ O 0 r- rEALTH 6; L 1� RYA PERKINS >_ LIC. No. 046565 3/0/v/0 A If U N � O � CL 0O O Y_ -W, or_ N Ld ~ V) V) m m O Q ¢ m Qn 00 0 w o _ J 0 U � U _ V) w 0 0 U W O z Q w z w CD Q (� z Q Q � o' 0 �C 0 zZ O o �OoW _0 0i { ' V < I.J.. z w 1 1 t �--' H Q a- O U) U n LLJ J zLd Q (m W SHEET NUMBER CA-1 01 N Q) > 0 ID E it -0 < 0 0 E U Q) 'y E 0. f) T N N :E to f) D < 0 J 0 f)Q) f) 'j, (D 0 _j 0 U) 0) n ;i� T, 0 L G1 COUNTY OF ALBEMARLE Department of Community Development • .401 McIntire Road, North Wing Charlottesville, Virginia 229024596 Phone (41311) 296-5832 Fax (4311) 972-4126 January 10, 2014 Justin Shimp 201 E. Main Street' Charlottesville, VA. 22902 RE: ZMA201300002 Pantops Corner TAX MAP 78, PARCEL 68GI Dear Mr. Shimp: On December 11, 2013, the Board of Supervisors approved the above noted ZMA, rezoning the above noted parcel4rom Residential — R-1 to Highway Commercial — HC in accordance with the attached proffers dated November 26, 2013. Please refer to this document for any future applications and requests on this property. Please be advised that although the Albemarle County Board of Supervisors took action on the project noted above, no uses on the property as approved above may lawfully begin until all applicable approvals have been received and conditions have been met. This includes: • compliance with applicable PROFFERS; • approval of and compliance with a SITE PLAN; and • approval of a ZONING COMPLIANCE CLEARANCE. If you have questions or comments regarding the above -noted action, please do not hesitate to contact Rebecca Ragsdale at.296-5832. Sincerely, V. Wayne ilimbe,rg Director of Planning Cc: Wynne, John Leigh & James B Wynne 1688 HolcoMb Rock Rd Lynchburg, VA. 24503 Rebecca Ragsdale, Zoning Elise Hackett, GIBS Tex Weaver, GDS I I 2- F__ Ld 0 Fn I — I I I I I I I I 0 cli < > In C� LLJ Z 0 < 0 U 00 00 c) V) < P, 'N 0 0 0- r- 0 Z N co :E < LLJ 0 Ld Q00 _j 0 V) r . Ei� LLJ Lli _j ?: a- < i 0 N 3: 00 N _j _j 0 0 r- LTH RYA PERKINS LiC. No. 046565 IL A 0 LLJ 0 1- - -.)o 00 � V) a_ CO< < ED M < 0 0 Ld Ld LLJ _j Z () Y_ 0 0 Ld 0'V) CD C) r-) H Z 0 < U) U) Z > ry 0 0 LL LL n 0. CL 0 Z ry 0 0. C) 0 ELI 0 0 ■ cj. Z 0 Z ry0 0 2E 0 LL C) r r-) W LLJ Uj L.L. < � Do' Z o 0- LLU LU n 0 U) < Z LLJ _j "N 3: < Ld M _j SHEET NUMBER 3�� CA-1 02 m ,LI N s W N � - 15° CLANG. %{6'c ._._.._...._....._.___w_.__._ 0 In a ; 34,"' Z ;raa. �,�, s�. T. M . 7 8 — � K W � _� �rasrG�,-��,�, T.M.78-6 '� G MALLOY VII- ESM�XFOR VEPI�O IF Li rDETTOR, JAMES'OR PEG Y / RICHMOND RD LLC UTILITYtl D'`B 3 713 ' P G 419 I DB 5090 PG 504 & ACSA (D.B.1129-261 & I p HWY.P.B.X1-89 .T.HRU 93) I € j fJ W / / / / / APPROX. LOCATION 16.5' ESMT I - -- cn _ \ / I �' , 151 TEMPORARY $. l o Q ��-� -�r �� N TELEPHONE & � �::_ -� Fn > 1 / / FOR AMERICA I pp _/. / I GAQING,\ESMT._... I i TELEGRAPH CO.OF VA # 1 `p T I fT l Iry 100 YR FLOODPLAIN :, n r _ _ _ . _ __ -<- (D.B.986-364) 1 W - BFE=342.0 ___ _ __ v � .� .�"�� w`1 `� � =—- ��- v ' —��.., v,v � � \ �' � t �_� o .th 920.90' 711w, ,,w__ - I M I cn C c �' ' - _ 4,33.23 _ __ _�._r i ,\ I {w_ IN r 4r/ , AT&T FLAG 1 \ _ _.. i _. _._ ... �,, _'- \ 4' DEEP PER SONAR r ✓ l ` r, `v 1v, v l DETECTION E v r r� v ` E s �o 0 / _ \/ �? f \ _ v I 9T o _ J \ f \ \ i � ..a_,. � � p N � APPROX. LIMITS OF STATE DAM / < ` `- ; _ _, _ Q INUNDATION ZONE TAKEN FROM i Et `ram ' i `k \ f_,_" N I TMP 07800-00-00-005A0 �' :I ''i i o `n I v a ALBEMARLE COUNTY GIS DATA `c � `" € �, '>� l f I ' �� - �T. M . 78— 5A ' - II „� TMP 07800-00-00-058G1 MANAGED SLOPES C _ ... N w " �, ` �� T. M. 7v8 — 5 8 G 1` N �P AwN}T00 P S C 0 R N E R LC I� > Q O v- \ \, 1 v t/ PRESERVEb°SLOPES <25� m O I _ _- CC G � \ ° `�,� � u. 5,516 S .�\e I � �� I � � � X = � \\i' , � % __ \ \ c �� ^" �` 1 PA ,TOPS CORNER LAC N \ DBE 358 PG 684 � ' N = Nm o00 _ — �\ \ _ I a �, DBE' 4358 P.G 684 `� \ ' ,:",19 SAC �,� o �- ;r Q I z I n ..._ AT&T FLAG 1 ^ �� \ - , \ S E J I Q m Z 00 4' DEEP PER SONAR I / 1 ._ w� i I / €r I � \ ✓' 0 co DETECTION j ps /e I. i I_ i a N `mil 0 0 K / f` i I �I_ E L I LLi Y n_ Ld // o o m 3'-+d.,sf5 ;.,., °'',,v`vV `v ,'vvA v �� 7 I •,v - / y,v ''..' _" ......,._.._._.. m.._- ----� 111I- TE''m i- o O cn 1 \,�\\\\ ;•. \"x, A� ;,\ j`y'ti i , t ..,.,..,.°.._,_ ; t _.,,) / `',, `` x ( 11 t I c�! `''\ O •��\ \\ '\� \ "� � }° \. � D\\ ' l 1 ,., r ( 3 p � f ^w.,...a.�X � � 4, � Sr,,,�-' �Y = •.,\.. ■ 0 � `� .'� `. �. `, �, '\, �;�'� \ �'• _._ AT&T FL�G � t / / � .,gip � � J I \ �`^..' '! C' ? 7' DEEP PER SONAR t t._v i € �� o ` \ \\, ,� DETECTION „ , vvI,��, . v \ . v w�.C2 SOQ'20 39 W 375.73 - o v vv v vtips ,. t \.. ✓ \ \ Vst pp 1 - AT&T FLAG TMP 07800-00-00-005BO ° 'G \ \\\1a DEEP PER SONAR\\, 05,q E T. M. 7 8' — DETECTION% i \ v i � V �� ,V •,3`'�.,:�� `\.,. .......... ...._..... y `,,„ '• � _ P A N TO PS- C � R N E R�~�� LC -- � , »- —D B 4358 P G 1.44 AC {{77 J i \} � /\\'Z \ �, \,. `` e' \' \,. MANAGEEL D SLOPES '' \ v v AT&T FLAG _.._.._. _ . _ w c `\ i Ay V v \ v 8' DEEP PER SONAR "v N 07 � 1 ,x I -1- 4 F v ° 1 2. i 9' _ __. -" __ 1- 'x �° ` `\ \ , ` `"MDETECTION N� Ei `.i-_ ( - wl y 05„ v �� L _\ \ '', ,* \ \, '� 1- f1 ,..."' {'T" , •r rTi'rr=_ i t i I l ! T' �- I....^^_...,-,,, '` I U �I O 0 Y / _ \ / "9% Q/ , •__ \, `\� w \ � .�.. E F_� � ' _1S. 8 . � w.�.,. mm t _'� E�+M,�'�i�TR _ r 11. , I P W ,w ah'\ ; Q - - 01 Y-72 t ns',•� 1 _'.. Tf . \� ; p N ,�,, / •� 4 \ `w .w .,\ \ i F ¢•' ...'i'mT"_' ... E t , € E F " I� _.- O F " \. \.. \ \ \ .\ i .. _ _ tF _ �µ V� : S_._t._ �. .1 _ O I � o \ d' s\ \ \ - w"" . \ s ! _ri., l i t-_ _ _ f 10T. $, - -�% _ QQ m m _. _ � �E -I �- .:�' {�" _ _.�' j�'''" � ' ' — —.. —...- Cir-i�}€/ €: Q � \ z W ,,, �, \ ' r• 0.12 r3Y '" \ •. , ', , `\ ,_ ",\ -- . _ - Yam'-r-9-'e" _... €i� "�r- §� E _ ,e.i-" W Y - / 7,5 SNP ¢, \ `,\ S _�TT I Y Q (n Q W �-� I — � � ,. .. � vf"` �1 S— v v a a _ _ _ ..>� - _. `\ ;� T. M . 7 8 5 F ��' (n o o U ',; °' ~ �� _ PANTOPS LC DB 2934 PG 476 `v \ v, \vv vv'`9 i - .-. — _ - l I 1 ��a ��w�,� �,; _ _ w P A N TO P S_ LC w F w " DB 2976 PG""57�,6 \ \ t 00 1 I I .. �_ � � I I 1w1 T.M.78-5C O \ a t I I �:FLOW 1289 STONY, yw,v�..°� y, v: v_, ,v Q POINT LLC" B 4873 PG 5717 7 ° v"y a\ ✓ ZL'i L 7 QyLIJ w ,v `• i M. H. O- yzV 's _._. I f r6I I j C) Fi i - WINDING ^ • W RIVER Q t , t \L,J � Z FIBER-OPTIC "� asses. _ �- — _ a aa.er t1 �+ 1 Q `44 OMARKER #_,sA %M " '\ , "I,, BOUNDARY AND TOPOGRAPHIC SURVEY -'�'f - " D BY: FIELD ��^ �aE� �'�.�� - r�I i INFORMATION PROVIDE SURVEY PROVIDED BY ROGER W. RAY 8c \ \ \ r1/3 ASSOCIATES, INC. ON MARCH 23, 2018An . �~ ��`-/�6�v - e UPDATED XY DATA ON OCTOBER 16 / w.k O ., tip\\4�{ r�.€r' :i f i �5E I 3 i O ter• O 2018. DATUM FOR TOPOGRAPHY NAVD88.ry Vu- ` Ljj V ALL EXISTING EASEMENTS ARE SHOWN '� 'vv.� `, � ~ '' �` � � .,: ! �� I ry Z w > E LLB ON T.M. 78-58G1, T.M. 78-5B, AND T.M. 78— 5A. \ 0 �~ U) f s 0 W ° z'n "�%� - \\w ✓ " GRAPHIC SCALE IN FEET w m ✓ Q '\ m.�'�� SHEET NUMBER o SCALE: 1" = 40' ° v-1 0 1 CURVE DELTA RADIUS ARC TANGENT CHORD CHORD BEARING C1 57°40'35" 220.00 221.46 121.14 212.23 S43°35'10"E CZ 15°05'31 220.00 57.95 29.14 57.78 S07°12'07"E C3 1'12'01 1392.40 29.17 14.58 29.17 N34'38'56"E LINE BEARING DISTANCE L1 S72°25'28"E 37.99' L2 N89°36'S9"W 17.96' L3 N00°01'00"E 3.45' L4 S89'25'16"W 27.07' L5 N54°58'43"E 20.22' L6 N5 °02'20"E 1.78' p O rY a c 0 E 0 rig I 11 .n T.M.78-5K DETTOR, JAMES OR PEGGY vv DB 3713 PG 419 WALL A PRESERVED SLOPES r' ti 14' SEGMENTAL LOCK RET. WALL. Pf�OVIDE 42" HANWAIL, NX, X. LIMITS OF STDA1 kTION ZONE TAKE, FROM ARLE COUNTY GIS VATA, EXISTING CONDITIONS SHOWN INCLUDE IMPROVEMENTS PROPOSED WITH PANTOPS CORNER PLANS SDP 201800089 AND WPO 201800088 BOUNDARY AND TOPOGRAPHIC SURVEY INFORMATION PROVIDED BY. FIELD SURVEY PROVIDED BY ROGER W. RAY 8c ASSOCIATES, INC. ON MARCH 23, 2018. UPDATED XY DATA ON OCTOBER 16, 2018. DATUM FOR TOPOGRAPHY NAVD88. T.M.78-6 MALLOY VII— RICHMOND RD LLC DB 5090 PC 504 APPROX. LOCATION 16.5' ESMT 15' TEMPORARY \. WALL F FOR AMERICAN TELEPHONE & GRADING ESMT 7 (3) 6' SEGMENTAL WALL G TELEGRAPH CO.OF VA DB 4553 PG 473-486 BLOCK RET. WALLS. WALL H — D.B.986-364) 7' SEGMENTAL BLOCK WALL B RET. WALL. PROVIDE STUB OUT f 42" HA _ R r r `^ 4 �,ON ON w _. ✓✓ r _. ~.. _ - o / 1 - e ✓ _ w _. n.. zz a tv, _— .j 2' VDOT CG-11 ENTRANCE INDINC RIVr-R L A NI E. i I fR'AVELWAY B'4 / '� ,..ri• -.�. j..._ _ - ; '�, ACCESS SMT�� ROUTE 'WA RIGHTT OF -WAY e ✓ gDEDI,CATION "`5246,.- C,G=128 PG DB _ I I 1'9 & 160 A. I I T. M. 7 8— 5 A 12' TURN LANI I PANTOPS CORNER L( 2' GRASS STRIP D B 5255 PC 13 8 —14 6 MANAGEp SLOPES :t Q I 1. 7 U A C R ELOCATI SN 1 BEGIN REVERSE 'GUTTER /� 1 RELOCATED p # CHU POLE STREET SIGN- 1ti PRIVATE ROAD --ACCESS•,.E_SMT ' '' PRIVATE ROAD 1 - DB 5246, PG 162, 174, & 175 ACCESSSMT 9' SEGMENTAL BLOCK I RET. WALL. PROM WALL E CO-1 �J2B 0' ICG=12B DB 5246, PG 162, 174, . 175 h, 42" HANDRAIL. 11'1„ 25 MPH'SIGN� ✓ 0 #� BEGIN_ REVERSE_GUTTER -� 5 0 ' ;. R25 0 PLANTING TRIP : S W . , Rl� ACCESS ESMT I D B 2976 PC 576 1'('x6' MONUMENT •i SIGN ESMT I T. M.78— 5C FLOW 1289 STONY POINT LLC DB 5147 PC 228 Gr12 w 0 �,,, -SIGHT DISTANCE 1 PLANTING STRI , P ; a-T-77 _ 4 - m=.:. STOP SIGN'. I PRIVATE ROAD NEW 11'x6' i I I TM P E 7 C�SMT MONUMENT 19 G 162, 174, & 175 SIGN ESMT I 9 i PANTOPS CORNER LC RE(' IRTE DB 5255 PC 138-146 AIRP fTPly 0.71 ACI9II ✓ 2' GRASS STRIP—iI I I I Igl ? ' CONNECGT TDEX. 'Sild T.M.78-5F PANTOPS LC DB 5147 PC 228 m 0 O �I rS3 le, 1 o I 0C" I i .> W ,� • `,1 «) V) CK -0 1T CG-11 c� I ri RANCE. < X IT -IN/ �? IT -OUT `= ED. C) " L:T 4" M UN TABLE CUR8 (CG 3) C:) 50.O' �WP-2 MILL & OVERLAY GRAPHIC SCALE IN FEET 0 20 40 80 SCALE: 1" = 40' m O N W O f- N � O (n _O m W -I I I I 1 l Izl N N U Q z > vi 0 W z F-- O Q C� N O U O co Q I z 0 O I\ O QN C0 = Ld (000 J O I 0 Lli ..■�... O0 N ® ® O O L Elf Of U N O O D 0O N V) �00 � m QLlj (_0 O V) m m m r- Q o o o _ J z 0 zLd � � 0 0 (n w 0 0 _ 0 (� z Q Q 0 O <C Q� O r-) 0_ zz�0 O_o� O o W U�� z w LU < O Q � <z Q w m Q SHEET NUMBER CV-102 CD to O - N \ W O Q N 0 i w z V) O o m w T, �f f 8 �.„..i E i 1\ , -L_�J)! V11- APPROX. LOCATION a L _I�� _._ , k,)! A € F- � In € � D � C N Y 0 \ UTILITY ESMT FOR VEPCO 1 €� i & ACSA D,B.1129-261 & ?€ II HWY.P.B.X1-89 THRU 93) I AP'I� OX, LO A_110N 16,5' ESMT 1 ' f 1 5 TEMPORARY I . 0 E,> FOR AMgEq�RIC (AN r.Et_.Ej f'y�� ONF & GRADING ES�v I �.' F "S i )1.� '+J 4J. �,i i� �d t`3 E I j •1 +..i .� ^. 0 - A I C4 �J.. x._ i1"!i € 3 Z h 't ! Q 100 YR LOODPLAIN ' CL BFE=342.0' ( N `\ ��E°i€'0 "E N 0 PRIVATE ROAD ACCESS ESMT ao ; ' , �, o D13 52 6-P 160 W 1/ 4• i �20' SWM o Q o `, / I ACCESS ESMT _._. 1 O o r) C v � �\ DB 5246, �' O o o o PG 177, 184, & 185 / r,.. zQ w I T _-� :W� ROUTE 250 RIGHT-OF-WAY II 1 I z o w \API ZOX. LIMITS OF STAT\EE\DAM �x �� \ / 30' PUBLIC � P,RIVATE SWM ESMT I ��' �� c INU, ATION ZONE TAKEN FROM c•µ' / ORgwgcE I �D� 52�4, jf\ j ( DEDICATION DB 5246, PG 159 & 160 _ 00 - �� i�d PAN �� 1 P J l d �. 1 "l L_ `,..✓ I I j o \LLI �� .� ESMT r '_:� ,�? 3�= P 177, 184, & 185��, - r r Q `- m € I I CL z AL Iv�A�RLE COUNTY CIS DATA / _ \� [� { r= d �� /li��c, ..... 20' SHARED I �_ ! 1.78 i 8 AC z 0 O \l'� / A; ° >I" - 3 PRIVATE X = I o -i CJ t I � r �in.( Y Q [..(l.. 7 DRAINAGE ESMT I C�l�i�r� a CD N N I 1 DB 5246, „F} 3 �.. ` i �_ 0- �..1 i ON O a r r u LL� Ln,,. o\ \a5° \ ✓ y y r`t3A PG 159 & 1601 ) �, > N F VARIABLE WIDTH PRIVATE ROAD ACCESS ESMT L� _ I U ° '' E'a ACSA UTIL. ESMT DB 5246, PG 162, 174, & 175 ' m m E \ t I DB 46, r Q Ln F- I o , ��X� PG 159 & 160 (n �� ; UTIL. ESMT Q�� 1 I° 1 I! I 20' ACSA t) Q N rn O 15' ACSA UTIL. ESMT I ° ��-� °•�'�-�� ° �-�� PRIVATE ROAD ACCESS ESMT DB 5246, , 1 DB 5246, PG 162, 174, & 175 DB 5246, PG 159 & 160 PC 159 & 160 Q X € �ALTH ply, \� ' 20' SHARED PRIVATE 20' ACSA UTIL. O 0 m `�� i j C) DRAINAGE ESMT ESMTEL \ DB 5246, - - DB 5246, pj Lti,-rt \- PG 159 & 160 I �vT} -^ PG 159 & 160 /" c�- z 0 o°\ PRIVATE ROAD ACCESS ESMT O 0 'N t DB 5246, PG 159 & 160 " RYA LJ Lic. Ro o4s5s51NS ...................! i .I„. o - VARIABLE WIDTH SHARED 20 ACSA UTIL ''a .,., _ANTPS COIZNLIZ WAY �j �/p Z� '- ESMT DB 5246, PG i __._ r x rr y 3s. .f/� 1WLB WIDTH PRIVAT DRAINAGE ESMT _ _ 159 & 160rx£Cx iTlr/is4rll _ DB 5246, PG 159 & 160 s Ib �`� > "'"E f a ``-�_._ � I � ' 40 �T So c!,V32'..I. ° .._. _. ..._.-- _...._-.-��.. � 1\ j 0 AL �r ( t. t' '-- - VARIABLE WIDTH r^ m 0 G' ~ N O Y � � '1,, �., lam" -.'". �� CT3 rr`. � O ` ` ,, ✓ p� - VARIABLE WIDTH - -- -- O O \ `L .� ACSA UTIL ESMT - ACSA UTIL ESMT N DB 5246, DB 5246 7PRIVATE ROAD O \ / PG 159 & 160rog_ 16p ACCESS ESMT m Lp O O �� # , T1�� DB 5246 PG 162, { 0 O Q j 'mod, �� ' � "�� PAN -FOPS L� � �' �� : °,�P � � � � f�� _ � � 17 , & 175 I � r`� , � W m \\ n N \ \ R6' L9 ~ `' /`" r 1 Li rs 4 = J �_ CJ Q �> > ti� � r PRIVATE ROAD /'� / %f o / I. i ),J % € 4 C�' !7 E I . -ASS \ �9� ACCESS ESMT/,� A _ A� c� �.._, �� • �' \ DB 5246 r ' �f � / € !y S PG 162, 174, & 175 / - � 'o �o �'S� �� P'�i Cl °C71 %' 0 ". l I '02' 5"E 2. 19 ,p .. \ Off`\. r - - �� I_ _ 89.4 J 1 r3.��C � I 61 GG \ j 101,72 N01 04' )i € _ A 101'05 0 E 22>.10 6' �� v �, V �f VARIABLE WIDTH ACSA ( `+ o UTIL. ESMT 101,6`8' i DB 5246, PG 159 & 160 _ �°``\d' \ � Rio � � "�✓'' - ,� l / 1:��'; `, � PRIVATE ROAD ACCESS ESMT z U 00 c T`\ DB 5246, PG 162, 174, & 175 rs tci i . �'._.. :} . � , 3N`> iRUC3 ION ESMT Jf _E.. lir . .11 � c , ' i. 1' NC) 3°27'3F>" IO. i ' D 3 5147 PCB 228 � < � �r�A�,�-F r��)`� �_ C 228 i E 514-7 Y \ \ r ' r � I r Q `� ±E)AN TOPS LC 20.o' I DB 2916 C C� `� 6 00 00 1 1i J u 1 . M f ?��' )t € Z o 1 Y POINT LL � ` w DB D 47 PCB 22 � t 1 t7 jj E I 20' ACSA SAN. Co � °' ^EE:• � ESMT DB 5246, I \ PG 159 & 160 p€ SIGHT DISTANCE Q_' w EASEMENT i I: I I o WINDINGs 4 °' RIVER LANE V v A! I ILL Ljj (� t I , 4 i i M�� ..� �-- \ of=<F� ©� LL Lu W F - w Q o \ \ f 1 cn 0 0 J c \ €I Q GRAPHIC SCALE IN FEET Ld a �� b.. E i 0 20 40 80 Q m SHEET NUMBER I. E„ SCALE: 1" = 40' c„ � S - 1 00 0 Ell LINE TABLE LINE LENGTH BEARING L1 392.64 N1 °18'22.81 "W L2 165.81 S89°35'37.27"E L3 284.46 SO°20'38.87"W L4 155.34 N89°39'21.13"W CURVE TABLE CURVE RADIUS LENGTH CHORD BEARING CHORD DELTA TANGENT C1 39.00' 18.09' S58°00'04"E 17.93' 26°34'55" 9.21' C2 84.00' 66.05' S22°10'59"E 64.36' 45°03'15" 34.84' C3 39.00' 61.26' S45°20'39"W 55.15' 90°00'00" 39.00' S I G z n Q ,r J = � S W c u O I ' V) , U a-, 1 N c 0 t� Q U O U 0 0- I 0 0 0 0 V- c - 0 o; oTj .: -, c-- 0 U N u- Q) � n I 0 - 0 1, �9 / rl U Y EL O oLn o O .; O +1, O '1 L El, z Q '. J 0-_ o L, U u O > - Y =} y„ Q) V) ,1 V) 0� o c -i 0 r, U Q 1, m T, 11 0 c VDOT STD. CG-11 ENTRANCE eA A !I € I 15 .T_F-, �� .� ) 1 R �f � R Y - -- APPROXIMATE LOCATION OF 1 I PROPOSED GAS METER l.- C,,R AI , C 6 ',SEGM� ICI ��. � E ^ �_ r, , _j -7 ..w_ i CITOY OF CHARLOTTENTRACTOR TO OORDE DPU) INATE WITH 3 t� I _ �. Via` �( L`':�, l L.1 L LI.. 5 �...) 25 C� 113 _� GT-2 'I -INV- 392.07 t VENT STACK AND LOCATION OF REMOTE E-STOP (6'X6' CONC. PAD WITH 2 BOLLARDS) SEE E-STOP DETAIL ON SHEET CS-501. CFF' VF•AIT CTAry nPTAII 01\I QWrrT rc-r,nz R1-1 STOP SIGN WITH STRIPING TERRACED SEE DETAIL ON SHEET CS-501 - "" 18 LF OF RETAINING WALL __... _..._. _.. (MAX. HEIGHT OF EACH WALL 6 FT) - " 6" PVC @ 1.54% TO BE DESIGNED AND CONSTRUCTED AS PART FUTURE CROSS ACCESS ENTRY/EXIT DIRECTIONAL OF PANTOPS CORNER DEVELOPMENT PLANS SIGNAGE (TYP. OF 2) (SEE NOTE 13) (UNDER SEPARATE PERMIT) GT-1 CO-8 ® ., _ - o__.. INV: 39 2. 35 � ., ��71m rm, ' Y '+ f. � ." .. _� _,�. �..-•_+ N ,,... INV: 391.82' _. x ...�ti�_.. ..._ _..w.. _.. r...._.i 7., „e t.:?i.✓ lE -..r#.....ia.•.c.,' ..� ....__�......._. _.-®. r �'n�f✓..".s a fir.. �..•:°''.r �:>.: '.�....:c.x�:�..z:....�.."a<... CO-9 n e r C X � 2-WAY CLEANOUT 5INV: 390.14, :.,.. ., A .. Y s . � .. (TRAFFIC RATED) ....:>.. -t 'i';e rx ;"'a rr r °.. � `- � �;.� ..., � .. � � `�� r�f?I' ,if, 26 LF OF':rn�f'.'�Ef,:f�?`'.::c��,•K�`•°..�'...�.��.. INV. 392.41 PVC O 3.07%.6 ` 69 LF OF 6„ PVC ® 3.07% . . M! LOADING ZONE SEE NOTE CO 6 ' INV 392.26 . 3 FOR STRIPING DETAILS) Do „� NII .INV: 389.34 :.• 12 LF OF t ' " M LINEAR UNDERGROUND STORAGE TANKS .._ C.1"J ___. HT S' S S S . SS . 6 PVC 3.07% ;I s ! I SITE LIGHT `I - �._ti . rn CO 7 I , i TYP. 7 t 2-WAY CLEANOUT I I PROPERTY (TYP.) ,;\X cn. .� , S (TRAFFIC RATED) .o ! . LINE _.._.. ----- I �---- --- ---- ---- ti 30.0 r at z. ✓ a uw , Ln PANTOPS COR R WAY N VARIABLE WIDTH PRI ATE RO D "TO TO BE CONSTRUCTED Y OTH RS -7 b N V I: b 7' b 77, , • I' .: . J'I I.: : I R. a awl... • 29.5 fff£Yn� - ttF'iSZ � L l• � • I i � �t�r 17.7' (1) 5/8 RPZ BACKFLOW PREVENTER _. _• •__ _ _ __ _.._•_.__.•_ ._._ _ .. __ _ __ ___� _"_ _-•,,._ _ _ _" . .,.-.. ...>,........ _..,.., w ....,..,�.__'...'. :...... ..:A..._. w,..,..I _...... ::'L .... .d.c _" .... �'•. "'i.".. �... �. d c....�"� ��.,..,.,. F" � �•<. WITH UNIONS FOR WINTER REMOVAL _-_ > _, � � •, .. "g ✓;,:% ,7 .• � „„,.,,a »-.«•, ,.y � .. + ,,, .' v' .'.q gs..;....,+...... .a. .�"8- (1) 5/8 IRRIGATION METER (<12 GPM) ENTRY/EXIT DIRECTIONAL __...._.,. .�_.,_ __ 5 LF OF 1" TYPE 'K' COPPER WATER SIGNAGE (TYP. OF 2) LINE PRIOR TO IRRIGATION METER - _ (UNDER SEPARATE PERMIT) 1-• __... - _ _ _ WATER AND SANITARY ---- `` - 2 ' Ird SEWER MAINS TO BE -- - I OM SIC i � INSTALLED WITH PANTOPS - (1) 1.5 DOMESTIC WATER METER i VDOT STD. CG-11 SIDEWALK ALONG PANTOPS -" CORNER DEVELOPMENT ENTRANCE VARIABLE WIDTH ACSA CORNER WAY IS TO BE 1 LF OF 2" TYPE 'K COPPER '--.._ _, _ CONSTRUCTED BY OTHERS WATER LINE PRIOR TO WATER METER (SDP 2018-00089) UTIL. EASEMENT I REMOVE CAP, ADD THREADED PLUG ON 4" LINE WITH 2" DOMESTIC SERVICE LINE T`� _ - (1) 4" GATE VALVE AFTER IRRIGATION SERVICE CONNECTION 2. ALL DIMENSIONS ARE TO FACE OF CURB UNLESS OTHERWISE NOTED. ` 3. LOADING ZONE STRIPING SHALL BE PAINTED 4" SINGLE YELLOW SOLID LINE ' AT 2'-0" O.C. 45° TO THE DRIVE AISLE. ppJ\$ s / f1 T t \.....✓ r 4. TWO COATS WHITE TRAFFIC PAINT (4" MIN. WIDTH) REQUIRED FOR PAVEMENT STRIPING EXCEPT TWO COATS BLUE TRAFFIC PAINT SHALL BE USED FOR ACCESSIBLE PARKING AREA (18" LETTERS, 2" PAINT STROKE). 5. PROPOSED CONCRETE PADS TO HAVE 1 FT X 1 FT CHAMFERED CORNERS. 6. THE BUILDING STREET NUMBER IS TO BE PLAINLY VISIBLE FROM THE STREET FOR EMERGENCY RESPONDERS. 7. AN APPROVED KEY BOX SHALL BE MOUNTED TO THE SIDE OF THE FRONT OR MAIN ENTRANCE. A KNOX BOX CAN BE ORDERED BY GOING ON-LINE TO WWW.KNOXBOX.COM. THE KNOX BOX ALLOWS ENTRY TO THE BUILDING WITHOUT DAMAGING THE LOCK OR DOOR SYSTEM. 8. ALL LIGHTING TO BE INSTALLED 5' BEHIND CURB AND CENTERED ON PAVEMENT STRIPING UNLESS NOTED OTHERWISE. 9. REFER TO SHEET CS-502 FOR CONCRETE JOINT SPACING DETAIL. 10. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLING ALL STOP SIGNS, DIRECTIONAL SIGNS, AND STRIPING SHOWN ON THE PLANS. 11. REFER TO SHEETS CS-501, CS-502, AND CS-503 FOR DETAILS. 12. VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE ELIMINATED. 13. ALL RETAINING WALLS SHALL BE EAGLE BAY DIAMOND PRO SEGMENTAL BLOCK WALLS OR EQUIVALENT. PROPOSED COLOR IS "JAMES RIVER STONE". BUILDING PERMIT NEEDED FOR RETAINING WALLS. 14. WALLS AND SHADED LANDSCAPING ARE TO BE CONSTRUCTED/INSTALLED WITH THE PANTOPS CORNER DEVELOPMENT. SITE LEGEND WAWA ASPHALT PAVEMENT :::::::::::::::::::::::::::: SEE SECTION ON THIS SHEET CONCRETE SIDEWALK SEE DETAIL ON SHEET CS-501 STANDARD DUTY CONCRETE ° SEE SECTION THIS SHEET �.. a " 44 a 4 •. HEAVY DUTY CONCRETE SEE SECTION THIS SHEET VDOT STANDARD CG-6 CURB & GUTTER SPILLING CURB AND GUTTER (1) 1" CORP. STOP FOR IRRIGATION SERVICE LINE IN P k3 B � " DD p UTILITY NOTES 1. CONTRACTOR TO VERIFY LOCATION AND DEPTH OF ALL EXISTING UTILITIES PRIOR TO START OF CONSTRUCTION AND NOTIFY KIMLEY-HORN IN ORDER TO VERIFY ADEQUATE SEPARATION BETWEEN UTILITIES CAN BE ACHIEVED AND NO CONFLICTS EXIST. 2. ALL PROPOSED UTILITIES ARE TO BE INSTALLED UNDERGROUND INCLUDING ELECTRIC, TELEPHONE, AND CATV. 3. WAWA DOMESTIC METER SERVICE PIPE SHALL BE TYPE K COPPER PIPE ON BOTH SIDES OF THE METER. 4. RPZ BACKFLOW PREVENTERS FOR DOMESTIC SERVICE LINE SHALL BE PROVIDED WITHIN BUILDING MECHANICAL ROOM. 5. ABOVE GROUND IRRIGATION EQUIPMENT SHALL BE COVERED BY AN ALL-WEATHER BOX OR DECORATIVE COVER. 6. ALL PROPOSED SANITARY CLEANOUTS SHALL BE TRAFFIC -RATED. 7. ALL EXISTING UTILITIES AND PROPOSED CONNECTIONS REFERENCE THE PANTOPS CORNER ROAD PLANS SUB 2019-00024. 8. ALL WATERLINES, SEWER LINES, AND FIRE LINES FROM THE MAIN TO THE STRUCTURE MUST HAVE A VISUAL INSPECTION PERFORMED BY THE BUILDING DEPARTMENT. 9. CONTRACTOR TO CONTACT ACSA 3 DAYS PRIOR TO WORK INSTALLATION OF ACSA WATER UTILITIES IN ORDER TO SCHEDULE AN INSPECTOR. 10. PER ACSA WATER AND SEWER CONSTRUCTION SPECIFICATIONS, CONTRACTOR IS TO MAINTAIN AS -BUILT CONSTRUCTION PLANS IN THE FIELD. THESE SHOULD BE PROVIDED TO THE DEVELOPER OR REPRESENTATIVE TO SERVE AS THE BASIS FOR THE FINAL AS -BUILT PLANS. RELOCATED AIRPORT SIG, I 2.0 SM-9.5A BITUMINOUS TACK COAT " BM-25.0 4.0 RIGHT TURN LANE (PROPOSED WITH OVERALL PLAN) SIDEWALK ALONG US RTE 250 IS TO BE CONSTRUCTED BY OTHERS RELOCATED VEPCO EASEMENT 4. CG-11 \NCE. -IN/RIGHT RESTRICTED. �-6" VDOT TYPE I, 21A DENSE GRADED UNTREATED AGGREGATE BASE SUBGRADE - STABLE AND COMPACTED TO A DRY DENSITY OF AT LEAST 957. OF THE SOIL'S STANDARD PROCTOR MAX. DRY DENSITY (ASTM D-698) TO A DEPTH 12" BELOW SUBGRADE ELEVATION. WAWA ASPHALT PAVEMENT SECTION DRIVE AISLES/ASPHALT PARKING SPACES 50,0, O O O O II � O� o Q M a W O OLn /\ N N C�d W � Ln W Q M (0 o L J Q N O N N N I o Q�Dmx I O d- Cm 0 m > U \\\-APPROXIMATE LOCATION OF PROPOSED GAS SERVICE CONNECTION (GAS COMPANY TO PROVIDE SERVICE TO METER FROM EXISTING LINE IN RICHMOND ROAD; CONTRACTOR TO COORDINATE WITH CITY OF CHARLOTTESVILLE DPU (CHRISTIAN CHIRICO) AT (434) 970-3811) GRAPHIC SCALE IN FEET 0 10 20 40 SCALE: 1" = 20' 6" AIR ENTRAINED PORTLAND CEMENT 8" AIR ENTRAINED PORTLAND CEMENT CONCRETE W/ A MIN. FLEXURAL CONCRETE W/ A MIN. FLEXURAL STRENGTH OF 650 PSI AND MIN. 28 DAY STRENGTH OF 650 PSI AND MIN. 28 DAY COMPRESSIVE STRENGTH OF 4,000 PSI COMPRESSIVE STRENGTH OF 4,000 PSI L 6" VDOT TYPE I, 21A DENSE GRADED UNTREATED AGGREGATE BASE SUBGRADE - STABLE AND COMPACTED TO A DRY DENSITY OF AT LEAST 95% OF THE SOIL'S STANDARD PROCTOR MAX. DRY DENSITY (ASTM D-698) TO A DEPTH 12" BELOW SUBGRADE ELEVATION. HEAVY DUTY CONCRETE SECTION UNDERGROUND TANK PAD I III -III III -III -III -III -III -I I 6" VDOT TYPE I, 21A DENSE GRADED UNTREATED AGGREGATE BASE SUBGRADE - STABLE AND COMPACTED TO A _DRY DENSITY OF AT LEAST 95% OF THE SOIL'S STANDARD PROCTOR MAX. DRY DENSITY (ASTM D-698) TO A DEPTH 12" BELOW SUBGRADE ELEVATION. STANDARD DUTY CONCRETE SECTION FUEL CANOPY, BLDG. PARKING, AND DUMPSTER PAD m 0 N o W I- N Q 0 O V) (n O m w Elf 0 z o N N U Q Z > W � Z Q O O U 0o O � U (U Q I Z 0 O r- O Z N � Q Z ~ O V) i o o � Q O 3: 00 o� ■ O O LTH O.F� x U RYA R. PERKINS a LIC. No. 046565 i0 3/O�v/20 ��`rIONAL ,�Cs U N O O Y -D 0O 0 O N Q (_0m m > Qr O o� o z m z o bi _ Y bi Q 0 Q w V) O 0 U z ®J 06 W >o Q � z Q Q 0 Q [� 0 z Z 0 0 0 LL 0 w �- LLl U�� ry z ui m OLLJ Q O Q � Q W J �z W m J Q SHEET NUMBER CS-101 T.O.C. WHITE VINYL CAP STAINLESS BOLTS EM RGE CY (TYP.) FU L PU P S UT-O F 1O" X 7" WHITE ALUMINUM SIGN WITH RED LETTERS EMERGENCY PUMP SHUTOFF BUTTON BOLLARD. SEE SEPARATE DETAIL. Q 4X4 PRESSURE TREATED POST SLEEVED IN WHITE VINYL CONDUIT FRONT ELEVATION BOLLARD TO BE CLOSER TO CURB THAN SHUTOFF SWITCH g PLASTIC COVER BY IDEAL SHIELD. ALL COVERS TO BE WHITE r 15.37' -I ADA CONSTRAINED DIMENSION 10" MAX BOLLARD (TYP.) (SEE DETAIL) CONCRETE PAD (SEE STANDARD DUTY CONCRETE DETAIL) CURB � � ASPHALT � `24" MAX W Z J 32" J W PLAN VIEWCn Q O °_ W EMERGENCY PUMP = DI J SHUTOFF ("E-STOP) DETAIL I— w CCI o N.T.S. J � J J LL ---3 AIR PUMP SIDE ELEVATION N.T.S. AIR SPACE, AISLE, AND ADJACENT SPACE TO BE 6" CONCRETE 4" WHITE 4' x 3' AIR MACHINE PAD W/ 2 BOLLARDS "AIR PUMP PARKING ONLY" SIGN •a d. „ YELLOW 44 °.• ° 4 q da q °' ° 4' x 3' AIR MACHINE PAD W/ 2 BOLLARDS 4- 4 ad A •..d:.: :d 'A a: d �4' 6, I- 10'— 11' - t---• 5' --I AIR PUMP PARKING DETAIL N.T.S. H.C. PARKING SIGN R7-8 W/ "VAN ACCESSIBLE" SIGN MOUNTED BELOW WHERE APPLICABLE (TYP.) VARIABLE DIMENSION — 5'-0" AISLE TYP.; 8'-0" AISLE FOR VAN ACCESIBILITY ADJOINING H.C. STALLS (1 IN EVERY 8 H.C. SPACES TO BE VAN ACCESSIBLE) 8f-0°° 4" WIDE BLUE M1N PAINTED STRIPPING 6%6" GRID FOR LAYOUT PURPOSES ONLY BLUE PAINTED HANDICAP SYMBOL ADA PARKING SPACE STRIPING DETAIL N.T.S. O RESERVED PARKING 0 PENALTY $250 FIRST OFFENSE SUBSEQUENT OFFENSES $250 MIN. AND/OR UP TO 90 DAYS COMMUNITY SERVICE TOW -AWAY ZONE w U Q w L9 z Y CZ o_ W 0 Ln a CO W A Q Z Li O `n w w z Z H H A w� wz > H o� Q Q A . Q ,DA O FASTENED WITH ACORN NUT RESERVED LEGEND AND BORDER - GREEN PARKING BACKGROUND -WHITE SIGN SHALL BE R7-8 (12' Xl 8' ) ----------------- WHITE SYMBOL ON BLUE BACKGROUND FASTENED WITH ACORN NUT WHERE APPLICABLE VAN LEGEND - GREEN BACKGROUND - WHITE (RETROFLECTIVE) PR❑VIDE VAN ACCESSIBLE SIGN ACCESSIBLE (12' X6') WHERE REQUIRED (R7-8a) PENALTY $250 FIRST OFFENSE SUBSEQUENT OFFENSES LEGEND - BLACK $250 MIN. AND/OR BACKGROUND - WHITE (REFLECTIVE) UP TO 90 DAYS COMMUNITY SERVICE SIGN SHALL BE R7-8P (10' X1 2' ) TOW -AWAY ZONE 3KASIGN TO MEET LOCAL REQUIREMENTS)KA NOTE1 SIGNS SHALL MEET THE REQUIREMENTS OF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, —GALVANIZED BREAKAWAY STEEL U POST PROPOSED WAWA FOOD MARKET N yY Intersection maim WAWA INC. ENGINEERING DEPT. no U. BALTIMORE PIKE IIAIA PA. IN63 610 369-e000 M 3W-Mg t ADA PARKING SIGN DETAIL N.T.S. o EXCEL AIR MACHINE O MODEL #SC05 BOLLARD (TYP.) (SEE DETAIL) Ln r9 4' AIR PUMP FRONT ELEVATION N.T.S. AIR PUMP PARKING ONLY FASTENED WITH ACORN NUT LEGEND AND BORDER - RED BACKGROUND - WHITE SIGN SHALL BE R7-8 (12" X 18") FASTENED WITH ACORN NUT W NOTE: SIGNS SHALL MEET THE REQUIREMENTS OF THE MANUAL ON > UNIFORM TRAFFIC CONTROL DEVICES. GALVANIZED m¢ BREAKAWAY z STEEL U POST a 0- AIR PUMP PARKING SIGN DETAIL N.T.S. m 0 SLOPE TOWARDS o Ld ASPHALT 4' Q N � 0 in in 00 I i o 0 10" PVC SLEEVE-A"'24" O U I I' 6 BOLLARD W/ VD - COVER CONCRETE CURB 8"W X 36"D w z 0 32" o m > W DESIGNER NOTE: AIR PUMP TO BE PLACED INLINE OF SIGHT TO BUILDING. AIR PUMP PLAN VIEW DETAIL N.T.S. 6"/8" 4000 PSI REINFORCED CONCRETE 4" BITUMINOUS CONC. BASE COURSE 2" BITUMINOUS CONC. SASPH HT SURFACE COURSE ASPHALT EXPANSION JOINT 6„ #57 CLEAN STONE hV .,q 6» I I CONCRETE TO ASPHALT TRANSITION DETAIL SEE ARCH. SPEC. FOR COMPLETE DETAILS S/oF�q%,/v Q PG0G F Ty 3/8" WIDE x 1" DEEP 0� SAWCUT CONTROL JOINT GO�� / 4" CONCRETE, MIN. 3000 PSI STRENGTH 4" STRIPING TO BER21 COATNG S T OF WHITE REFLECTIVE TRAFFIC PAINT ' 4" COMPACTED VDOT TYPE I SEE CONCRETE 4 #21-A STONE BASE SIDEWALK SECTION BROOM FINISH o a 4 I- 1=1I1=1I5=i I=1 1=1I1=1I1=1I1=III=I I =1II=1II=1 ��`� a. d d a• . d COMPACTED SUBGRADE NOTE: REFER TO 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 PARKING LOT STRIPING 30" SIGN PER PLAN „ 30" �� z�r x 5/16 BOLT IN 3/8 (ALUMINUM, 0.08" THICK, HOLE (TYP. OF 2) SHAPE AND SIZE VARIES 24" V, 1�� ^' f, j \ 5 uS R0.5 .. r V) w 1 R1.5"y a . R1.5" r I a� F rxr O \ I WE F %F � 2.0 MIN. IN SIDEWALK AND PAVEMENT AREAS 1 �� /� ° ° ° � ae `> /nvt/ VARIES 2" I.D. SCH. 40 GALVANIZED STEEL PIPE CONCRETE SPECIFICATION TO MATCH t/ STANDARD CURB AND GUTTER /X/r.th�v.•.`%� (WHITE LEGEND, RED BACKGROUND) SPILLING CURB AND GUTTER (3011) STOP SIGN (R1-1) O Z R=4" a PAVEMENT / FINISHED GRADE o w OL 2 COATS OF 4" ,. ' _— i _ _ _—I i - w WIDE BLUE TRAFFIC i i= _— i= _ i—i a II PAINT (TYP.) a III s. 11 II '=III III III= �11; .1111 < ow i o III ti, 111� _ b 3 a BACK OF CURB LID 00 ^ . 3 IIII I—� IIII -0 6" DIAMETER 11' CONCRETE BASE STRIPE WITH 2 COATS OF WHITE 6" REFLECTIVE TRAFFIC PAINT R=14" 511 NOTE: DETAIL FOR ALL SIGNS ONSITE, OUTSIDE OF THE BUILDING AREA SIGN POST STOP BAR STRIPING ADA PARKING SYMBOL -1 1 1 1 1 1 IzI 0 N N U Q z � �o W z F- 0 Q =10U0 U U _�V0 Q I z O r� tr 0 0 I, 0 Q N c0 Ljj I = z ~ tr � �o J 0w �_ _ Y ct W z oz -j Z 3:0 SE Q 00 j N J � O ■ ® 0 r ALTHy, Arx R. PERKINSIC. NO. 046565�0/v�20i ZONAL � m m U N O Y � O oO N 00 Ld � m CO Q � m m o O Q o m Q _ I-, z z o Y Q in Q w W 0 0 U Q w 0 w Q z 0 O Q ry O Q. z 0 CO_ov G O 0 LLB LlJ �11 V z W Co < a_ L.L_ � O Q U 0 z W J Q Q �j C� W m Q SHEET NUMBER CS-501 10" Schedule 40 ' . • PVC Sleeve Cut 1" Below Finished Sidewalk Elevation Concrete \l Encosement Concrete & Subbase Varying Thickness 6" Compacts Pea Gravel Bed Subgrade Pea Gravel Auger Bore CONCRETE AREAS 6" Sch. 80 Steel Pipe b" Plastic Cover by Ideal Shlel ALL COVERS TO BE WHITE Neoprene Tape 10" Schedule 40 Bituminous PVC Sleeve Cut Paving & Base Flush Nth Finish Bituminous Elevation Subgrade 6" Compacts Pea Or Bad Pea Gravel Auger Bore BITUMINOUS AREAS 6" Sch. 80 Steel Pipe Plastic Cover by Ideal Shlel ALL COVERS TO BE WHITE Neoprene Tape 10" Schedule 40 4" Topsoil --,,,,PVC Sleeve Cut PVC Sleeve With Topsoil Encasemen 6" Comps Pea Gravel Subgrade Pea Gravel Auger Bore LANDSCAPED AREAS CONSTRUCTION JOIN AT SIDEWALK/PARKIN( INTERFACI ISOLATION JOINT AT BUILDING PERIMETER CG-12 #5 DOWELS, 8" LONG �i AT 12" C-C 5 P 12:1 MAX _ vl I N I R I� (SEE TABLE) A BACK OF CURB 20:1 cc-12 5, MIN GENERAL NOTES: PERMISSIBLE 1 1. THE DETECTABLE WARNING SHALL BE PROVIDED BY TRUNCATED DOMES. CONSTRUCTION IN. JOINT 12:1 MAX. �� 4' MIN 2. DETECTABLE WARNING SHALL BE FROM THE MATERIALS APPROVED LIST FOR DETECTABLE WARNING SUFACES. PRODUCTS NOT LISTED SHALL MEET THE REQUIREMENTS OF THE SPECIAL PROVISION FOR CC-12 DETECTABLE WARNING SURFACE AND SHALL BE SUBMITTED TO THE STANDARDS AND B SPECIAL DESIGN SECTION FOR APPROVAL. �12:1 MAX n WITH BUFFER STRIP 3. SLOPING SIDES OF CURB RAMP MAY BE POURED MONOLITHICALLY WITH RAMP FLOOR OR BY USING PERMISSIBLE CONSTRUCTION JOINT WITH REQUIRED BARS. 4. IF RAMP FLOOR IS PRECAST, HOLES MUST BE PROVIDED FOR DOWEL BARS SO THAT ADJOINING FLARED SIDES CAN BE CAST IN PLACE AFTER PLACEMENT OF P t VWN PRECAST RAMP FLOOR. PRECAST CONCRETE SHALL BE CLASS A-4. ABLE) 1 5. REQUIRED BARS ARE TO BE NO. 5 X 8" PLACED V CENTER TO CENTER ALONG BOTH SIDES OF THE RAMP FLOOR, MID -DEPTH OF RAMP FLOOR. MINIMUM RUNCATED DOMES 12a MAX. 4' MIN CONCRETE COVER 1%2". SEE SHEET 1OF 5 FOR DETAILS 6. CURB / CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAMPS ARE INCLUDED IN PAYMENT FOR CURB / CURB AND GUTTER. 5'-0" MIN I SHAPE TO MATCH FACE 7. CURB RAMPS ARE TO BE LOCATED AS SHOWN ON THE PLANS OR AS DIRECTED OF ROADWAY CURB BY THE ENGINEER. THEY ARE TO BE PROVIDED AT INTERSECTIONS WHEREVER 48 : 1 MAX. WITH BUFFER STRIP _ �— AN ACCESSIBLE ROUTE WITHIN THE RIGHT OF WAY OF A HIGHWAY FACILITY CROSSES A CURB REGARDLESS OF WHETHER SIDEWALK IS EXISTING, PROPOSED, 48 : 1 MAX. 5' MIN OR NONEXISTENT. THEY MUST BE LOCATED WITHIN PEDESTRIAN CROSSWALKS 2' MIN' SECTION A -A 12:1 Mom' AS SHOWN ON PLANS OR AS DIRECTED BY THE ENGINEER, AND SHOULD NOT BE LOCATED BEHIND VEHICLE STOP LINES, EXISTING LIGHT POLES, FIRE 12:1 MAX. R HYDRANTS, DROP INLETS, ETC. ACCESSIBLE ROUTES PROVIDE A CONTINUOUS UNOBSTRUCTED, STABLE, FIRM AND SLIP RESISTANT PATH CONNECTING ALL ACCESSIBLE ELEMENTS OF A FACILITY THAT CAN BE APPROACHED, ENTERED AND USED BY PEDESTRIANS. I WITHOUT BUFFER STRIP PERMISSIBLE y� Y 8. RAMPS MAY BE PLACED ON RADIAL OR TANGENTIAL SECTIONS PROVIDED THAT THE CURB OPENING IS PLACED WITHIN THE LIMITS OF THE CROSSWALK AND JOINCONT V)THAT V) THE SLOPE AT THE CONNECTION OF THE CURB OPENING IS V)PERPENDICULAR TO THE CURB. R 0 1 0 9. TYPICAL CONCRETE SIDEWALK IS 4" THICK. WHEN THE ENTRANCE RADII CANNOT CK U ACCOMMODATE THE TURNING REQUIREMENTS OF ANTICIPATED HEAVY TRUCK NOTE: COMPONENTS OF CURB RAMPS CONSIST OF THE FOLLOWING: HYDRAULIC CEMENT SIDEWALK (DEPTH IN INCHES, AREA IN SQUARE YARDS) CURB WHEN REQUIRED (CC-2 OR CG-3 IN LINEAR FEET) DETECTABLE WARNING SURFACE (AREA IN SQUARE YARDS) EACH OF THE ABOVE ITEMS IS A SEPARATE PAY ITEM AND SHOULD BE SUMMARIZED FOR EACH CURB CUT RAMP. SIDEWALK RAMP 12:1 MAX 48:1 MAX t �St 10z1 MAX TYPE A PERPENDICULAR r r r it \ i i t 5' MIN MAX 12*1 12:1 MAX t: } aft °' TYPE B PARALLEL ;Il�il�li�l �II�II,�1• I��1�, �� SECTION B-B �► 1 f— CURB TRAFFIC, REFER TO STANDARD GO-13, COMMERCIAL ENTRANCE (HEAVY TRUCK TRAFFIC) FOR CONCRETE DEPTH. AT X , 2" HIGHER THAN EDGE OF PAVEMENT MOk CROSSWALK 10. WHEN CURB RAMPS ARE USED IN CONJUNCTION WITH A SHARED USE PATH, AT X X , SAME AS TOP OF CURB A 4' SQUARE LANDING AREA THE MINIMUM WIDTH SHALL BE THE WIDTH OF THE SHARED USE PATH. I I 11 II II �� CURB OUTSIDE OF TRAVELWAY SHALL BE PROVIDED FOR 11. WHEN ONLY ONE CURB RAMP IS PROVIDED FOR TWO CROSSINGS (DIAGONAL), TYPE C NOTES* FOR GENERAL NOTES ON THE DETECTABLE WARNING SURFACE, CROSSWALK PERPENDICULAR CROSSWALK A 4' x 4' LANDING AREA SHALL BE PROVIDED TO MANEUVER A WHEELCHAIR PARALLEL & PERPENDICULAR SEE SHEET 1OF 5. S, a� WITHIN THE MARKED INTO THE CROSSWALK WITHOUT GOING INTO THE TRAVELWAY. THIS W x 4' 0 1 CROSSWALK AREA. LANDING AREA MAY INCLUDE THE GUTTER PAN. THE REQUIRED LENGTH OF A PARALLEL RAMP TYPICAL PLACEMENT CURB STRIP 12. ALL CASES WHERE CURB RAMPS INTERSECT A RADIAL SECTION OF n TRUNCATED DOME4'BUFFER C-C ° IS LIMITED TO 15 FEET, REGARDLESS OF THE SLOPE. AT INTERSECTION 5' SIDEWALK CURB AT ENTRANCES OR STREET CONNECTIONS THE DETECTABLE WARNING SURFACE SHALL HAVE A FACTORY RADIUS OR BE FIELD I ,6"-2.4" 1 O 0 0 O O O o z TYPE B PARALLEL APPLICATION ROADWAY GRADE IN PERCENT MINIMUM RAMP LENGTH IN FEET 4" CURB 6" CURB 0 4 6 1 5 7 2 5 8 3 6 9 4 8 12 5 10 1 15 6 14 1 15 ROAD AND BRIDGE STANDARDS SHEET 3 OF 5 1 REVISION DATE 203.07 07/16 9" WITHIN CROSSWALK -MODIFIED AS RECOMMENDED BY THE MANUFACTURER TO MATCH DIAGONAL PLACEMENT THE BACK OF CURB. 0 0 0 0 0 0 0 0 0 0 0 0 LANDING 48:1 MAX. SLOPE O O O O O O O O O O O O LANDING 481 MAX. LANDING 48:1 MAX. SLOPE LANDING RAMP U O O O O O O O O O O O O O O O 1?CURB SLOPE + O O O O O O O O O O O O O O O �y 5' MIN CURB t'zY N 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o 1�21M • CROSSWALK /? R'7 0 0 0 O O O O O O o 0 0 O 0 O N Mox 1z CROSSWALK R 1 - 501-65% BASE DIAMETER TOP DIAMETER 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Y MOx DETECTABLE WARNING o GRASSn J � CURB AT BACK OF CURB SEE NOTE 12. II I 0.9"-1.4" t BASES DIAMETER I VARIABLE FULL WIDTH OF RAMP FLOOR _ (" PAY LIMITS CURB I I CONCRETE DETECTABLE WARNING TRUNCATED DOME WITH BUFFER STRIP DETAIL DETECTABLE WARNING INSTALLED ON A RADIUS WITHOUT BUFFER STRIP DETAIL SPECIFICATION `V[7mT SPECIFICATION SPECIFICATION CG-12 DETECTABLE WARNING SURFACE REFERENCE ROAD AND BRIDGE STANDARDS CG-12 DETECTABLE WARNING SURFACE REFERENCE REFERENCE TYPE B (PARALLEL) APPLICATION 105 SHEET 1 OF_5_] REVISION DATE (GENERAL NOTES) 105 105 VIRGINIA DEPARTMENT OF TRANSPORTATION 502 203.05 07/15 VIRGINIA DEPARTMENT OF TRANSPORTATION 502 502 PVC Sleeve Cover Embedded Center of Bollard I �" Plastic Cover Cut 1Fi B h d �" Into Sealant 9" Min. From by Ideal Shield Elevation Edge of Pour ALL COVERS TO BE WHITE 1" SI_ 55' iC SL Sealant 6" Sch. 80 11:,q a3" Face of Sidewalk Steel Pipe Neoprene Tape Adjacent Surface :,' .Q a' a' ete ent h Pea G 40 Sleeve 6" Sch. 3" Non —Shrink Concr Encasem Grout 10" Sc ravel PVC 80 Steel Pipe GENERAL DETAILS AND CAULK/GROUT DETAIL FOR CONCRETE AREAS Cover Embedded }" Into Sealant 1" SiKAFLEX 1C SL Sealant PVC Sleeve Cut Flush With Finish Elevation of Bituminous/Topsoil Pea Gravel T-1 4" Topsoil Bituminous Paving & ;: ,: a' Subgrade I I I Concrete Concrete A�• ` A� I Encasement En,;..,. ent Poured Flush Poured Flush To Subgrade To Subgrade 3" Non —Shrink 10" Sch. 40 Grout PVC Sleeve BITUMINOUS LANDSCAPED CAULK/GROUT DETAIL FOR LANDSCAPED & BITUMINOUS AREAS TYPICAL DETAIL NEW CONSTRUCTION NO SCALE TYPICAL CONCRETE JOINT PLAN N.T.S. (Top of Pipe) Varies GENERAL BOLLARD DIMENSIONS AND SPACING AROUND BUILDING PROPOSED WAWA FOOD A(ARKET YYY Intersection WAWA INC. ENO/NEENNO DEFT. �. "o I. BILZrWAS PI" r01 PL 00" STRUCTURE Y" SEALTiGHT SNAP CAP TO BE FILLED W/ FUEL RESISTANT CAULK AFTER CURING • a n 4 4 Y"ASPHALT IMPREGNATED OR RUBBER EXPANSION MATERIAL 4 C °• v 4 4 4 n Q a �4 q A' v a 'A a ISOLATION! JOINT DETAIL AT STRUCTURES SUCH AS GAS ISLANDS, BUILDING CANOPY COLUMNS, ETC. SEE ARCH. SPEC. FOR COMPLETE CONCRETE DETAILS _� 1—, /4" MAX. 4 !s a4 4 Q 4 1 DEEP TOOL JOINT, TO BE FILLED W/ FUEL RESISTANT CAULK CONTROL JOINT _DETAIL SEE ARCH. SPEC. FOR COMPLETE CONCRETE DETAILS TYPICAL CONCRETE JOINT DETAILS CONTROL JOINT AT CENTER LINE OF PARKING STALLS PARALLEL TO SIDEWALK/PARKING INTERFACE CONTROL JOINT — SPACING TO BE 15' MAX. DNCRETE NIL 4" STAMPED CONCRETE IN "RED BRICK" W/ 6" 2A MODIFIED STONE LANDSCAF AS REQUIRED 2" R D D D D D D D D D D D D D — — — — — — — — — — — 6" I 2'-0" THIS AREA MAY BE CONCRETE AT THE OPTION OF THE CONTRACTOR CG-6 NOTES: 1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 PSI IF PRECAST. 3. COMBINATION CURB & GUTTER HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF CURB) SHALL BE PAID FOR AS RADIAL COMBINATION CURB & GUTTER. 4. FOR USE WITH STABILIZED OPEN -GRADED DRAINAGE LAYER, THE BOTTOM OF THE CURB & GUTTER CONSTRUCTED ESMDOTTTOPE OFSUBBASE OUSTHEPH OF THE PAVEMENT, 5. ALLOWABLE CRITERIA FOR THE USE OF CG-6 IS BASED ON ROADWAY CLASSIFICATION AND DESIGN SPEED AS SHOWN IN APPENDIX A OF THE ROAD DESIGN MANUAL IN THE SECTION ON GS URBAN STANDARDS. COMBINATION S" CURB AND GUTTER VIRGINIA DEPARTMENT OF TRANSPORTATION THE BOTTOM OF THE CURB AND GUTTER MAY BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBBASE COURSES PROVIDED A MINIMUM DEPTH OF 7" IS MAINTAINED. 614T E - 'FEV TI R -\V DOT ROAD AND BRIDGE STANDARDS REVISION DATE SHEET 1 OF 1 201.03 1 Y2" DEEP TOOL ,JOINT, TO BE FILLED W/ FUEL RESISTANT CAULK [ --A /4" MAX, 'GATE w ' V, T W LL v 4 . c1 I-zs Po,r 1 (:(�tACC}N` ME y��;� �s�� i € --•I�tCrrCTA1�rZ�'I, KEYWAY $ TC , SILL 4 j Q' F9AtIUFACTtUR CONSTRUCTION JOINT DETAILSTONE SILL SEE ARCH. SPEC. FOR COMPLETE CONCRETE DETAILS �� x ''"�u5t-a..E 136�$, f,?ub`9 &`°t="E,� '�ab'�3A"�'��re"`@5•<.✓' �r ii ':uais � �+ :€r a..m.ew:uusa " RADIUS CONCRETE 4" STAMPED 1" RADIUS /CONCRETE 12 PAVEMENT 12" \6" 2A MODIFIED STONE MOUNTABLE CURB/ISLAND AND STAMPED CONCRETE DETAIL N.T.S. ....(�°•�:: �D 85 NEE g." rt � � l 10SILL jz .#Y k#jAOUFACTUREQ. rf BRICTA,�t ,B � � I $ I I.. �+� t �`�`s-�€-^`'�e•S �Si�ws�acs�* ERI`'V Wmwam:.. :,,, ,P. z ,. , a, k, I I° I T FZLIV TION H- w (n _o m m W I— (n z O V) W 0- I z l O ro N M N U Q z w 1-- z Q O 0U000 tY � C) V) Q I z O r- O z N O = Q LLJ 000 J 0 (n I ck� w y >- � O -�I� Q J O N O0 o� � O O jALTH OP yr I U RYA R. PERKINS rA �y LIC. No. 046565 0 r0xAL U N O LLJ 0 0 O O N LLi V) C9 I— Q m > G7 Q _ 1 J CD m w U Q Ul Q w in 0 0 U Q � z Q Q IZ 0 < tY 0 Q zz O_00 o 2E 0 =a-Ew 0 LIJ U�<� arm Z 0 LU ry I- n ryz 0 O J U Q W < } ryW�� w Q SHEET NUMBER CS-502 WA`rERTIGITI'( WATERTIGHT, CONNECTOR (KOR-N-SEAL& It OR KOR-N-SEALe 306) ADAPTER W PREFABRICATED MANHOLE ADAPTER INISN100T H EXTERIOR TYPE IA;A-LOK GASKET (PRE -CAST) W/HDPE PREFABRICATED MANHOLE ADAPTER Wi SMOOTH EXTERIOR SEE STANDARD DETAIL STD-201 AND TECHNICAL NOTE,, 5.04 HOPE CONNEcTIONSTO MANHOLES AND STRUCTURES FOR INSTALLATION RECOMMENDATIONS. PIPE SIZE ADAPTER OD (IN) ADS PRODUCT CODES KOR-N,SEAt? A-LOK RINGOD (IN) A -PROFILE H-PROFILE A -PROFILE H-PROFILE SERIES I OR 11 SERIES 306 A -PROFILE H-PROFILE 12 14.73 '14.45 1222ANS 1222ANBH S,106-20BWS N/A 480 475 15 '17.98 '18,05 1522ANB 11522ANGH S,106-20WS S306-22 580 580 18 21 . 7,11 22,0 1622ANB 1822ANBH S206-20 $306-26 710 71U 24 1 28,52 28.9 2422ANB 2422ANBH 3206-32 S306-32 915 930 30 1 35,92 36 'o 3022ANS 3022ANBFI S206-40 S306-40 1180 1180 36 42.06 42.15 3622ANS 3622ANBH S206-46 S306-46 1350 1360 36 BNQ/CSA 43,11 3622ANEAB S206-46 S306-46 1370 42 48.54 48,75 4222ANS 4222ANBH 320fi-52L S306-52L 1560 1570 48 54.53 2N/A 55,75 1 4822ANB 4822ANBH 8206-58L 3306-58L -1745 7 5 1 4 ' 179 0 64 61.75 N/A CUSTOM S206-64L N/A '1940 j2160 194 60 67.3 68,:0:5�6022�ANB N/A 2170 4 4 ADAPTER OD PREFABRICATED MANHOLE ADAF1JERv`V/SMQ0TH EXTERIOR TYPE I B,. KOR-N-SEAL (CORED HOLE OR PRE -CAST) W/ FIELD INSTALLED MANHOLE BOOT W1 HDPE PREFABRICATED MANHOLE ADAPTER W1 SMOOTH EXTERIOR NOTE S: PERFORMANCE HIGHLY DEPENDENT ON INSTALLATION. CONTRACTOR MUST INSURE MANHOLE GASKET IS UNIFORMLY SEATED AROUND STRUCTURE ADAPTER. EXTRA PRECAUTIONS MUST BETAKEN TO PREVENT DIFFERENTIAL SETTLEMENT BETWEEN THE PIPE AND MANHOLE. THJRD PARTY - CODES AS SUPPLIED BY MANUFACTURER KOR-N-SEAL Is a registered tradernark of NPC, Inc, (wmv.npc,corn) A-LOK is a registered trader nark of A-LOK Products, 1; ic. (wwa-fok,co rn) ADUED 3W C*AMNO R(YVV cr 1 REV, OE&CRIPHON ED ADVANCED DRAINAGE SYSTEMS, INC. ('ADS") HAS PREPARED THIS DETAIL BASED ON INFORMATION PROVIDED TO ADS. -RUS cKa DRAWING IS INTENDED TO DEPICT THE COMPONENTS AS REQUESTED. ADS HAS NOT PERFORMED ANY ENGINEERING OR DESIGN SERVICES FOR THIS PROJECT, NOR HAS ADS INDEPENDENTLY VERIFIED THE INFORMATION SUPPLIED, DIE INSTALLAMON DETAILS wivrERTIGHT STRUCTURE 4640 TRUENIAN 7L00 PROVIDED HEREIN ARE GENERAL RECOMMENDAITONS AND ARE NOT SPECIFIC FOR THIS PROJECT. THE DESIGN ENGINEER SHALL Uw"I'All ��, HJLLIARD, OHM 430ZO CONNECHON TYPE i DETAM 21" REVIEW THESE DETAILS PRIOR TO CONSTRUCTION. IT 15 THE DESIGN ENGINEERS RESPONSWIL11Y TO ENSURE THE DETAILS Nrs PROMOED HEREIN MEETS OR EXCEEDS THE APPLICABLE NATIONAL, STATE, OR LOCAL REQUIREMENTS AND TO ENSURE THAT THE QW"& sy$Twl. or, IDETAILS PROADED HEREIN ARE ACCEPTABLE FOR THIS PROJECT. ORAWINQ NUMBER: STD-204A 4 GRATETYPE, HEEL PROOF LONGI rUDtNAL DUCTILE IRON MEETING ADA REQUIREMENTS (GHPOE) clompd Er"d rap End 01jilel 6" NII) '0 �yqolc ya J, Bottom Outlet to 3", 4'% 6" NI I) it Trench shallovinved Geoplaved Max. FWm Rate (Loss 00011 Numbst lm%es mill lad'a"s rrm GPM tk'$ US 114, Ku 6 J 207 14 'i:? 1,3 130 4A) fl9 5.111j7 1 l5 1) �0139 16 111 11 11 m 116vj A) rlXil la, �111 8606 6A IoJ 7,10 1"310 . ............ ?4,j i() 0,Ai ki "i 5 . .. ... ... 9608_ j' Vk .rO 21" ,:x 19 010: 8609 110 211 _3M —2i 0010 F, 'sit) * 7(_,7,T 7_74_' i6 7'7 io ww i 1 aij"°L� �!j _ tI0 $612 1,1: 10 6 � I q M, '2?2. t.11'1'� 123 111 %1) " 0) 3 6 "!1 " 3.6 8613 ............. l il`;o ....... ........... ?(i R"A .......... 2j? ...... . . . ........ iti . ....... .. ... .. .. ..... 1 14 L6 L4 '110 �;�A jV9 1.110 �4;j Z886 System! Profile MPD'S f I kit Ivlayp, Indtistrial Faf,ks Ot iveway"z CflellflmM Nalit; `Dhopping Mallf3 Airporti Arn uaemeot Rif ks kPkine flaqafs 6 1/4'- 12" BIT. PVMT Features mut Benefits 80" Modular Channel Sections with 2011 orates .75% Built -In Slope - Handles grealot flows, to itorin slope, Radfused Bottoin - Better fiow rate, less solids bullfjqjp: Stnooth high Dvnsi4Polyethylone Structural Cot iposito Interior-- 0% tvater absotiotion. s DurabIs and Lightwelght Strong corrosion-tesishint inaterial � Extra Long Runs - Sidetwill 0WORS100 01101Y P119-31OPe 1U86 longer than f2O feet, variety of ciratings Grate Options -Available in 11-20, W, AAA. See pages 22-23, GRATE TYPE: HEEL PROOF LONGITUDINAL DUCTILE IRON MEETING ADA REQUIREMENTS (GHPDE) 4" Throat f V Overall Width . . ..... Z880 Systern Highlights "led . 11�, , 4, R1 6 Intogfol Medmicul oderiv Opbwiw florlaula go, TOO Rebar Clips calnection Azvolluly Fablicafloll FutilIcation Eflulliteeting specificau0j) Channels .11311 be wide, and lava 4" wide thtoVt Modular channQ1 sections ulwill be rilade of Hbjh Density Poly Ahyieiie (HOPE), have jj1t(j0oCkjnq wis, arld radiosed IyAoill, Channel 511111 be+ ptovided either flat tlwutral) or with a 75% built-n slope. Charine[3 shall W available with inverts lariging from 3,51' to.12,50". Channels sholl have clips mottled into the sides of tire channel to accoinniodite Veft[Vaf rebar for positioning and anchoring putpwea. Choice of class A, 8, C, 0, E, and F grates shall he available with H-20 and1or FAA load taflii93 and/or ADA compliance with mechanlcJ iockdown davices. End oap5 and catch basins stroll be avaltable to Complement the chantiels and grates, End outlets, Potloun outlets, wid side. outlets shall be availabie In 2", 3", 4", and 6" dianle(pis. Trench drain shall be Flo- Thru model Z886, .. . ........ - .... . ...... . ............ . ....... . . 120'(39.62 111) 8 14 $615 _76:1 8010 8011 8612 8612N 8013 8a 125' (317,5 win) f CR-2,2A 27y4" MIN 28y4" MAX RAIL HEIGHT 6'-3" -------------- --- . .... . . . . .......... . .......... x GR-2 (6'-3" POST SPACING) MAX DYNAMIC DEFLECTION 3' NOTES: GUARDRAIL LOCATIONS SHOWN ON PLANS ARE APPROXIMATE ONLY AND CAN BE ADJUSTED DURING CONSTRUCTION IF AND AS DIRECTED BY THE ENGINEER, FOR DETAILS OF POST AND BLOCKOUTS SEE SHEET NO. 501.05 FOR DETAILS OF RAIL ELEMENT, RAIL SPLICE JOINT, AND ASSOCIATED HARDWARE SEE SHEET NOS. 501.01 AND 50LO2. RAIL ELEMENTS ARE FURNISHED SHOP CURVED FOR RADII BETWEEN 5 FEET AND 150 FEET. ALL GUARDRAIL POSTS SHALL BE SET PLUMB. POST SHALL NOT BE SET WITH A VARIATION OF MORE THAN A" PER FOOT FROM VERTICAL, W-BEAM, BLOCKOUTS, AND POSTS SHALL BE SET AND ALIGNED WITHOUT ALTERATION OR FORCE, AS PER SECTION 505 OF THE SPECIFICATIONS, ALL GR-2 AND GR-2A RAIL SHALL BE MAINTAINED AT A HEIGHT OF 27Y4" MIN 28Y4" MAX AS MEASURED PER STANDARD OR -INS. ALL W-BEAM RAILS SHALL BE LAPPED IN THE DIRECTION OF VEHICULAR TRAVEL FOR THE FINISHED ROADWAY. THE OPTIONAL GR-2A METHODS OF NESTING THE RAIL OR USE OF AN ADDITIONAL RAIL ON THE BACK OF THE POST FOR STANDARD OR-2A SHALL BE APPROVED BY THE ENGINEER PRIOR TO INSTALLATION. XVDEIT ROAD AND BRIDGE STANDARDS SHEET I OF 2 REVISION DATE 501,04 08/14 3` 1'/,,z 3' 1 3' III/L' 3'- V/z" T T ------ ...... . ......... . ....... . . . .. . .................... .. ............ X� I it II II II II OR-2A (3'-11/2" POST SPACING) MAX DYNAMIC DEFLECTION 2' x OPTIONAL OR-2A METHOD OPTIONAL GR-2A METHOD USINGUSING ADDITIONAL NESTED RAIL RAIL ON BACK OF POST WHEN NESTED RAIL OR ADDITIONAL RAIL IS PLACED ON BACK OF POST FOR GR-2A THE POST SPACING WILL BE W-3". FLARE RATES DESIGN SPEED INSIDE SHY LINE BEYOND SHY LINE MPH — 70 SHY LINE FLARE LS RATE 9' 300 FLARE RATE 15:1 60 81 26:1 14:1 * 50 — 6.5' 1 21:1 11:1 * 40 5. 1 16 :1 8:1 * 30 7:1 * SUGGESTED MAXIMUM FLARE RATE FOR SEMI -RIGID BARRIER SYSTEMS. A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE. STANDARD BLOCKED -OUT W-BEAM GUARDRAIL (STRONG POST SYSTEM) VIRGINIA DEPARTMENT OF TRANSPORTATION 2016 ROAD & BRIDGE STANDARDS 3' YtNT CAP 21 -0M CAP - WiesM_ VFW) NOTE, ALL 1�?ALV'AINIZEV TO 5C AM4 A- 5- 6AL'/AhUW 5'OALI�AUZIKV z%FPOPt U70 WT PAMF)- _a�'EW4_1 ALArU-1 5OX i* oRG roR OvaRrb L ALARM M a'6AL',1AN=P MMWOW W 0ALVANIZED dAP car ALc�' vle e;a 61 »Owl. PAP FY AMMON �11000 L tRe;,VLAR V4LEAZW) MAWI I , a, INMZRON 1-0170 L L fv�ret 2'6*V4 JONT, f NOTE: VENT STACKS TO BE PAINTED BROWN VENT STACK DETAIL 31 vepfr CAP f61A_UA_1?`1U - "ChTfy, I elk ev WACKJ fOO W7r PANT) N.T.S. 6' jrE!AL SWMI2 0,-%LAAV VENT STACK DETAIL N.T.S. X Al-_ROi 1. jOjZSeL 3'Adh�1?{' N s0O0 L (6Ag YENTA SPECIFICATION REFERENCE 221 505 + 611 GR-2, 2A IY4" WASHER 4�1 21 WA6" BBOLT OL T & NUT -Y4" HOLE-- 7 A" HOLE 6"x 8"xI*-2" TREATED PINE BLOCK OR 6'*x6"x1'-2*' TREATED PINE —YI" HOLE ;4 16' RECYCLED MATERIAI BLOCK OR GALV. STEEL IOD 0 RECYCLED Y 4 MATERIAL COMMON NAIL w SEE NOTE 5. &"x8"xP-2" � 6" WIDE BLOCKOUT FOR USE WHEN REPAIRING DAMAGED GUARDRAIL TREATED CONTAINING STEEL BLOCKOUTS. PINE BLOCK BLOCKOUT FOR MAINTENANCE TREATED SOUTHERN PINE --""t±./\,� REPAIR ONLY 7Y4" Ya" HOLE LESS THAN V-D" 6x8 WOOD POST > 4"x 8"xl'-2" TREATED PINE BLOCK. STRONG POST THE CRT POST IS FOR USE WITH THE STANDARD OR-10 TYPE IIIOR WHERE 4" WIDE BLOCKOUT 81-01, POST GUARDRAIL REQUIRED SPECIFIED BY THE ENGINEER IN THE PLANS, T 11 T DETAIL 4 DIA POST MAY BE HOT ROLLED OR WELDED. HOLE GUARDRAIL INSTALLATION HOLES SITES REQUIRING LONGER GUARDRAIL POSTS All < NOTES: -6 8"XV-1" �T WxIO" BOLT TREATED -PINE If & NUT 1. ALL BOLTS. NUTS, WASHERS, AND OTHER BLOCK OR STEEL ITEMS ARE TO BE GALVANIZED. 1_71 FF =1 II RYCLED Uj EC 11 w MATERIAL if V) 2 ALTERNATE TYPE POSTS AND BLOCKOU'r MAY BE INTERCHANGED ON ANY ONE PROJECT WITH 16 W6x8,5 OR THE RESTRICTION THAT THE SAME TYPE OF W13X9 POST AND BLOCKOUT MUST BE USED IN ANY II SINGLE RUN OF GUARDRAIL. 11 OPTIONAL HOLE w 3. FOR DETAILS OF GUARDRAIL ELEMENT SPLICE If TO FACILITATE JA vt I GALVANIZINGAND JOINT, HARDWARE, ETC, SEE SHEET NOS. 501.01 50L02. 3 DIA. HOLES AO 4. DRIVE NAIL ON BOTH SIDES WITHIN 2" OF THE TOP OR BOTTOM OF BLOCKOUT AFTER X IF3 tF BOLT IS INSTALLED, HOLES IN POSTS 1 6" AND BRACKE TS To 13E Y4" DIA. CRT POST STEEL POST SPECIFICATION A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE. XVDOT REFERENCE STANDARD BLOCKED -OUT W-BEAM GUARDRAIL ROAD AND BRIDGE STANDARDS 221 236 (STRONG POST SYSTEM, POST AND BLOCKOUT DETAILS) REVISION DATE SHEET 2 OF 2 505 VIRGINIA DEPARTMENT OF TRANSPORTATION 08/14 501.05 MADE OF ROLLED ALUMINUM: 11/2" SCHEDULE 40 ALUMINUM WITH 17/8" CI.D. STANDARD LENGTHS: 60" SECTION FITS UP TO 5 BIKES STANDARD HEIGHT, 46" INSTALLATION OPTIONS: SURFACE MOUNT FINISHING OPTIONS: STANDARD CLEAR ANODIZED MANUFACTURED BY: IDEAL SHIELD 2525 CLARK ST DETROIT, MI 48209 PHONE: 1 STANDARD BICYCLE RACK DETAIL NTS 0 Lij 0 C\j 0 I-_ Ld V) z V) 0 CO > 0 (D < > 6 Ld Z 1-- 0 < � (-) �E C\I 0 00 0 V) 00 U V) rr) < 0 0 0 r, 0 z "co < LLJ 0 LLJ 00 __j 0 V) aw: z 3� W (D am a- < _j 0 N � 0 0 C\j _j _j @ 0 0 RYA R. PERKINS LiC. No. 046565 0 �fANAL PZ � L.Li 11r) 0 0 0 0 0 LLJ V) U) (D 0- < Q0 < M M < 0 0 C] u) _j < 0 < LLJ 0 0 Ld 0� 0 UV) r) z 0 0 < 0 zz� 0 0 0 0 0 -17 0- w Ljj LLJ z 0 0- w CL UJ I— < a_ ry 0 < C/) Ld < z < __j < SHEET NUMBER CS-503 ACWWA Water Demand Estimate and Meter Sizing Using Fixture Values (Based on AWWA M22 Manual, Second Edition and ACWWA Rules and Regulations) Miscellaneous Bedpan washers 100 Drinking fountains 2 0 0 Dental units 2 Cf 0 Combined Fixture Value 218 Demand (gpm) 62 Pressure Adjustment Factor 0.95 Total Adjusted demand (gpm) 58,9 Required ACWWA Meter Size 1 1/2" 4" DIAMETER BRANCH AND VALVE -- --,,. — WATER M A ALVE BOX AIN— \____RESTRAINED JOINT FITTINGS CAN -LINE (TYPE "B" VARIES THREADED COUPLING PVC SLEEVE BRASS NIPPLE AND PVC c� CAP j LUBRICATE ALL THREADS THRUST BLOCK ' METED BOX (SEE FIG. W-`7) VALVE - r NO, 57 STONE M.J. FITTING ! 2" PIPE SLOPED TO DRAIN IF GRADE ALLOWS 2" BRASS PIPE VARIES VARIES WATER MAIN AND VALVE 2„ THREADED TAP ARE SAME SIZE PLUG DEAD END TYPICAL BL.�1V-0EF ASSEMBLY NTS FIG, W-8 VARIES TO METER BOX (SEE FIG. THRU W--7E). " PLUG THREADED FOR 2" COMPRESSION FITTING TS��tr'Sf-1tl`Ilx.i.J �J4.JII'�li YII II%1ia'ti MOTES: • GATE VALVE WILL 8E 4" UNLESS OTHERWISE SPECIFIED BY THE ACSA. SERVICE LINE TO CONNEcTAT MAIN WITH X"x4" TEE, REFER TO FIG. 'Al-3 FOR THRUST BLOCK CJEl'AILS ON TEE, * REPERTO FIG. W-v5 FOR THRUST BLOCi< DETAILS AND DEPTH OF COVER ON GATE VALVE, • NO CONCRETE SHOULD BE POURED ON ANY PART OF THE RESTRAINED JOINT, USE PLASTIC SHEETING AS PROTECTION FOR BOLTS. + USE 7500 p,S.L CONCRETE. LARGE METER SERVICE LINE NTS FIG, W—BC d e' w I7,5" ,,. 8" MIN- 4f v MIN, .: d 4 " 60, A. a- 37" MIN. 4,V MIN, NOTES: 1. PROVIDE. A 8" THICK GRAVEL, BED BENEATH THE METER VAULT. 2. MINIMUM 'MALL THICKNESS FOR PRECAST OFF POUR —IN —PLACE VAULTS SHALL BE 4 MINIMUM WALL THICKNESS FOR VAULTS CONSTRUCTED OF MASONARY BLOCK SHALL BE 8". 3. THE OUTSIDE OF THE VAULT BELOW GRADE SHALL BE COATED WITH AN APPROVED WATER PROOFING COMPOUND. TvTTICAL METER 'CAUL T 2' METE NTS FIG, W-7I3 TD--` 15 METER BILE DIMENSION A DIMENSION B DIMENSION C ' 3$1# G'0' '13' 9' a" Mm. 10, MIN. ' ' ' MIN, AR' MIN, r GREATER THAN 4 PROPUSAL.S WILL DE SUBMITTED, SIDE VIEW !,7G' DIAMETER DRILLED IDLE FOR TOUCH REAM JNITS, TOP VIEW 3" DIAMETER FLAT HEATING SURFACE UNDERNEATH 241 X 36, ALUMINUM ACCESS HATCH TYPICAL METER VAULT N,T,S, IG, W-7A IA TD-14 CG-11 NOTE., WHEN A PEDESTRIAN ACCESS ROUTE CROSSES A COMERCIAL ENTRANCE THE CROSS SLOPE SHALL BE 2X FOR A WIDTH OF 5 FEET. A4_1 AXSTREET APPROACH SAME SURFACING GENERAL NOTES (RADIUS TO BE AS 0 C C AS MAINLINE ROADWAY (SEE NOTE 3) SHOWN ON PLANS) vs ( (RADIUS TO BE AS 1. WHEN USED IN CONJUNCTION WITH STANDARD CG-3 OR CC-7, THE FACE THIS STANDARD TO — — — SHOWN ON PLANS) CURB ON IS BE ADJUSTED TO MATCH THE MOUNTABLE CURB CG 2 OR CC 6 CONFIGURATION. (SEE NOTE 1)— , s 2. SEE STANDARD CG-12 FOR CURB RAMP DESIGN TO BE — — — SIDEWALK K USED WITH THIS STANDARD. i (SIDEWALK (SEE �+ , — UJ NOTE 5) OPTIONAL UNPAVED SPACE ( FLOW LINE 3, MAINLINE PAVEMENT SHALL BE CONSTRUCTED TO THE t-tt _ R/W LINE (EXCEPT ANY SUBGRADE STABILIZATION EXPANSION n T EXPANSION REQUIRED FOR MAINLINE PAVEMENT WHICH CAN BE OMITTED IN THE ENTRANCE,) JOINT l JOINT 4. RADIAL CURB OR COMBINATION CURB AND GUTTER SHALL N07 BE CONSTRUCTED BEYOND THE R/W LINE NOTE: WIDTH "B" 2'-0" OR AS c.-J MAINLINE ROADWAY EXCEPT FOR REPLACEMENT PURPOSES. SHOWN ON TYPICAL SECTION. A PLAN VIEW ENTRANCE NOTES 5, WHEN THE ENTRANCE RADII CANNOT ACCOMMODATE THE TURNING REQUIREMENTS OF ANTICIPATED HEAVY TRUCK MAINLINE ROADWAY SLOPE — TRAFFIC, THE DEPTH FOR SIDEWALK & CURB RAMPS 10'PARABOLIC CURVE (ENrRAlCE ONLY) WITHIN THE LIMITS OF THE RADIISHOULD BE INCREASED TO 7". (SEE CG-13) OP"rIONAL FLOW LINE EDGE OF PAVEMENT OIL B l MAX. D GRADE CHANGE--- -- 6, PLANS ARE TO INDICATE WHEN CONSTRUCTION OF A FLOW �.� © LINE IS REQUIRED TO PROVIDE POSITIVE DRAINAGE ACROSS (SEE MAINLINE ROADWA — — — — — -- -----NOTE 7) THE ENTRANCE. 8% MAX. D 7. THE DESIRABLE AND MAXIMUM ENTRANCE GRADE CHANGES GRADE CHANGE — "0" ARE LISTED IN THE ALLOWABLE ENTRANCE GRADE D "TABLE. THESE VALUES ARE NOT APPLICABLE TO STREET CONNECTIONS. 5' 20' MINIMUM FOR COMMERCIAL ENTRANCE INTERSECTION NOTES B. WHEN CG-11 IS USED FOR STREET CONNECTIONS, THE ® CONSTRUCT GRADE CHANGES 't fl-i A PARABOLIC CURVE. SECTION A - A 4" 2 B CLASS A3 j • ri. , Q, o. • �. o CONCRETE SECTION C-C CONNECTION MUST BE DESIGNED IN ACCORDANCE WITH AASHTO POLICY AND THE APPLICABLE REQUIREMENTS OF THE VOOT ROAD DESIGN MANUAL, INCLUDING STOPPING SIGHT DISTANCE AND K VALUE REQUIREMENTS. 9, OPTIONAL FLOWLINE MAY REQUIRE WARPING OF A PORTION OF GUTTER TO PROVIDE POSITIVE DRAINAGE ACROSS THE INTERSECTION. ALLOWABLE ENTRANCE GRADE CHANGES ENTRANCE VOLUME GRADE CHANGE D" DESIRABLE MAXIMUM HIGH MORE THAN 1500 VPD O x 3 % MEOIUM 500 1500 VPU 3 Y 6 % LOUt LESS THAN 500 VPD S 6 % 8 % NOTE: ALLOWABLE ENTRANCE GRADE TABLE IS NOT APPLICABLE TO STREET CONNECTIONS SPECIFICATION -`mod©T REFERENCE METHOD O F T AT M I* N T ROAD AND BRIDGE STANDARDS 502 (CONNECTION FOR STREET INTERSECTIONS AND COMMERCIAL ENTRANCES) REVISION DATE SHEET i OF i VIRGINIA DEPARTMENT OF TRANSPORTATION 07f 15 203.04 2016 ROAD & BRIDGE STANDARDS m 0 N W O N- N � O V) Li (n _p m W z O r7 N N U Q z > w z 1-- Q 0 0 00 co p Cn W rn U Q I z O r� O p z N �p = Q zLUoL- 0 V)CO J > 0 0 _5 S2 Q J N � 00 O ■ O O 0 Ar x V RYA PERKINS LIC. No. 046565 5/0( "l0 AL �l U N w O O Y O0 O O N I— (_ m (9 Q CO Q O \ 0 m _ S J Q CD cn Q U W V) 0 0 U Q (] z_ Q 0 0 <C 0 0 0 Ii 0 O 2 _ O 0w W U�<� ryz�wF- <t 0 o U 0 W J Q W m _J SHEET NUMBER 1b CS-504 461 A D I N G '\1 MAINTAIN 6" CURB ACROSS DUMPSTER PAD (3) 6' SEGMENTAL BLOCK RET. WALLS. t AN TT 0P _ ✓ I � '` ( I ` F ,`- I I I I l 1 A\./ _. �r �✓ IAA A nrn 11 EXISTING CONDITIONS SHOWN INCLUDE IMPROVEMENTS PROPOSED WITH PANTOPS CORNER PLANS SDP 201800089 BOUNDARY AND TOPOGRAPHIC SURVEY INFORMATION PROVIDED BY: FIELD SURVEY PROVIDED BY ROGER W. RAY 8c ASSOCIATES, INC. ON MARCH 23, 2018. UPDATED XY DATA ON OCTOBER 16, 2018. DATUM FOR TOPOGRAPHY NAVD88. .. 0, 71 AC INSET A SCALE: 1 " = 10' 0 O Lo CV m w Q F- � Q O] >Y Q vj Q �ry 0 z 2 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 346.75--,,,, PROPOSED ELEVATION 34&75---- EXISTING ELEVATION VDOT STANDARD CG-6 CURB AND GUTTER �� ✓°�°��SPILLING CURB AND GUTTER STORMWATER MANAGEMENT NARRATIVE STORMWATER QUANTITY: AS AN OUTPARCEL TO THE PANTOPS CORNER DEVELOPMENT STORMWATER QUANTITY WILL BE ADDRESSED WITHIN THE OVERALL DEVELOPMENT PLANS. STORM INLETS AND PIPES WILL BE BROUGHT UP TO THE PARCEL LIMITS AND STORMWATER WILL BE CONVEYED THROUGH THE DEVELOPMENT TO THE ULTIMATE OUTFALL. THE STORM WATER CALCULATIONS AND SIZING OF THE PIPES WILL BE DESIGNED BASED OFF OF THE ACTUAL IMPERVIOUSNESS OF THE WAWA PARCEL TO ENSURE ADEQUATE CAPACITY WITHIN THE NETWORK AND OUTFALL REQUIREMENTS. STORMWATER QUALITY: TO SATISFY REQUIREMENTS FOR WATER QUALITY ON SITE, WATER QUALITY CREDITS HAVE BEEN PURCHASED FOR THE ENTIRE DEVELOPMENT PER THE VSMP PANTOPS CORNER WAY PLANS (WPO 201800088). A TOTAL OF 8.30 LBS HAS BEEN PURCHASED TO COVER THE ENTIRE DEVELOPMENT INCLUDING THE WAWA PARCEL. SEE SHEET CG-102 FOR PURCHASE AGREEMENT NOTE: WALLS AND LANDSCAPING ARE TO BE CONSTRUCTED/INSTALLED WITH THE PANTOPS CORNER DEVELOPMENT. STRUCTURE TABLE STRUCTURE NAME DESCRIPTION RIM HEIGHT STR. 01 VDOT STD. DI-2CC 392.12 9.18 L = 6' STR. 02 VDOT STD. 395.05 7.67 6DI-2B L STR. 03 VDOT STD. MH-1 395.60 7.48 STR. 04 VDOT STD. MH-1 396.07 7.17 STR. 05 VDOT STD. DI-1 395.30 6.12 STR. 06 VDOT STD. DI-2C 394.85 6.50 VDOT STD. DI-3C STR. 07 L= 8' 395.45 6.47 STR. Al VDOT STD. DI-313, L = 8 392.56 6.56 EX. STR STR. B7 VDOT STD. DI-36, L = 10' 387.70 9.20 STORM PIPES PIPE SEGMENT LENGTH DESCRIPTION SLOPE INV. (IN) INV. (OUT) 01 TO B7 17 LF 15" RCP 2.00% 382.94 382.60 02 TO 01 96 LF 15" RCP 0.99% 387.38 386.43 03 TO 02 64 LF 15" RCP 1.00% 388.12 387.48 04 TO 03 123 LF 15" RCP 0.55% 388.89 388.22 05 TO 04 34 LF 15" RCP 0.55% 389.18 388.99 07 TO 06 97 LF 15" RCP 0.55% 388.98 388.45 CANOPY TO 07 31 LF 8" PVC 1.00% 392.75 392.44 GRAPHIC SCALE IN FEET 0 10 20 40 SCALE: 1" = 20' w 0 m z O w ry I- I I I I 1 Izl O N N N U Q z > o w I--z Q O O O V r00 U Q I z oor,o C0 = z NLLJ f \ Q z ~ o w a 2 � o V) =�LLiY LJ L�o� �� Q J O N OJ J O � ® O O �LTH OF A� x� v RYA R. PERKINS �. Li. No. 046565 L 3�O�v�20 L U N O O D 0 N ~Lu U) cf) mIL m QO Q ¢ Q w� z m z W v) Q y w V) Lu 0 0 U Q 0 z Q O <C �O Z � � 0O �Oow oU = a- L w C.) >, �zLu I- Q 0 °- r O 0 U Q z w Q Q w m J Q SHEET NUMBER CG-101 DRAINAGE AREA LABEL INLET STRUCTURE TOTAL AREA (AC.) IMPERVIOUS AREA (AC.) PERVIOUS AREA (AC.) C TIME OF CONC. T, (min) CA DA-01 1 0.293 0.279 0.014 0.87 5.0 0.26 DA-02 2 0.338 0.231 0.107 0.71 5.0 0.24 DA-05 5 0.363 0.285 0.078 0.77 5.0 0.28 DA-06 6 0.157 0.154 0.003 0.89 5.0 0.14 DA-07 7 0.431 0.390 0.042 0.84 5.0 0.36 DA-B7 B7 0.168 0.133 0.034 0.78 5.0 0.13 -ill :r.. I i l Q 3 7., 2 Q :E Ili Q 1, z Q - Q l z NQ - 1 - O t J _j z -: _jj _ > _ 0 0 -- -, 0 _ N - _, Vn 0 i O - Q ..- U - 1-1 71 D_ 0 Q) 0 Q p I .o 1-1 (D , c o , C/) , _0 ,t, c _. a o - -a " U LL 0 " ., o 0 Y 0 O O - U -_ N { Ln O 1 N O j N O U '' � 1. i, 2 Q .. Q U W 01 if Ld Q z m Q Y - o C 1` 0 IT' U E D )_ E, _J 11 y .: V) 11, C) E l- o i, s Q a Lo 0 2 ;. 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S f t.,�L.,3 € . --_______-,__,_-____-___-____ ___ _________ _____ _______ 4' 3 L-_________ _-_______ _ _ _, __ _ _ _ -_,_� �_ __.__ �__.,,___ __ ____ , A� 4 x� ii i i . , A8 I '\ � I I ,� TM[D 7.... 58.B� €UX ¢"> P " r') , ro i ^11 0, -7 3 AC I � € I I I'll 3. i ® i � A r = ,, I i I ] NOTE: SEE OVERALL DRAINAGE MAP FROM ` PANTOPS CORNER VSMP PLANS (WPO 201800088) A FOR OVERALL DEVELOPMENT CALCULATIONS D3 (SEE SHEET CG-102) ___,_._.� __ .._...,_..___-_,_ I /� i ii-i � •�_.._i _� i__i i_....i i _i � � m � i i _,- __... _m-___ -�.. I _ _X. ® ' i -� i j _._.._____. ___. _.. _.. 1e ,m . <. "74. y i ... a 000 goo k :E . : s,' . e Yr :;..: S'l`kiS6a Y J _W .�� . _..__.._--,..-, , m.,,„,:, ,. ,..: , ;,;.. , , r) , .,.a':,,...i�,.^...,....r�.,_w..>_a...�,._3_s„�.,.<._,K_w_.� � . „ s � __...- ...._.:.,..., ��,,.r _,. <:.r. _rr ,_.,,..<'., -. . ,?,;iw �.,,:�:; ��r ....,,. ® ®3 7 : _ _,,.. _.._ _ .... ^ _.._ �. I / .,, , u �� i � ,._.�-�_,�. , "'._"_ j y� 'O. 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Nino� __ __ .___ _...... .__.___,__1_ T.M 78 _5 PANTOPS LC DB \147 P 3 228 DRAINAGE LEGEND DRAINAGE AREA BOUNDARIES DRAINAGE s STRUCTURE DRAINAGE AREA F1_0 3 DESCRIPTION DESIGN VALUES (PER PANTOPS CORNER PLAN WPO 201800088) B7 : 1.38 AC TOTAL 1.05 AC IMP CA = 1.04 Al2 : 0.81 AC TOTAL 0.70 AC IMP CA = 0.66 ACTUAL VALUES 137: 1.38 AC TOTAL 1.05 AC IMP CA = 1.04 Al2: 0.80 AC TOTAL 0.68 AC TOTAL CA = 0.65 STORMWATER MANAGEMENT PER PANTOPS CORNER PLAN (WPO 201800088) THE CA VALUE FOR THE DRAINAGE AREA GOING TO INLET B7 IS 1.04, AND FOR INLET Al2 IS 0.66. THE ACTUAL VALUES PER THE WAWA OUTPARCEL DEVELOPMENT PLANS PRODUCE A CA VALUE FOR THE DRAINAGE AREA GOING TO B7 AS 1.04, AND FOR INLET Al2 AS 0.65. SINCE THE CA VALUES FOR INLETS B7 AND Al2 IN THE WAWA OUTPARCEL DESIGN ARE LESS THAN OR MEET WHAT WAS DESIGNED PER THE PANTOPS CORNER PLANS, NO FURTHER ANALYSIS IS REQUIRED TO MEET STORMWATER QUANTITY. GRAPHIC SCALE IN FEET 0 20 40 80 SCALE: 1 " = 40' >- m O N 1_� W 0 f_ N c� O V / cn 0 _O V) m LLJ -I I I I I I IZOI 0 N Lm N U Q z > Z 0 W z Q� O U oo 0 V) E W U �AQ I z \ oocoo zN c Q Ld I I V z w D 00 � >% 0 cn :2 _QL,j� 0 z w cu 0 J c nn G � LL S2 Q N � 00 O ;�E ■ � O O r- �11.1 TH OF tl * �� i" v RYA .PERKINS 9 LIC. No. 046565 led ,�50 3/O(v/20 AL �� U N O O D p N cn o LLJ I __ m Q Cfl m O m Q n '__� LLI z z o s - _j o � v y Q Q w 0 I 0 I U W W z0. y/< Q c2 0 < I LJJ J [)� < < W O Q 0 z Q 0 O <C 12--loO Q. J� O O :_OoLLJ - W 0�<v L_1_. 0. Z w (,J.,J I— G( D o Q CIS � W _jQQ 3: Q z a_, G 3: W m J Q SHEET NUMBER CG-104 404 STORM PROFILE: STR 137 TO STR 05 r N N `- ao M O N 00 00 O r00 r7 +�0())F t7 +LC.;� �ZO r7Z_0 j >> N 0 ZZ 0 Z Z o LF OF 15" RCP © 1 hE11►�11\��1i��j�17 GRADE 34 LF OF 1;5" RCP ® 0. LF OF 15" RCP ® 0. r`� 0) co rn� d 0) 00 0 M u7 O O 00 rn 0)0' 0) V)M M n M ro 9+75 10+00 11 +00 12+00 0 VDOT STORM DRAIN DESIGN CALCULATIONS - 10-YEAR STORM z 0 z a 13+00 404 392 388 384 1 380 1 376 1 13+50 104 STORM PROFILE: STR Al TO STR 07 404 9+75 10+00 11 +00 11 +50 FROM POINT TO POINT DRAINAGE AREA RUNOFF COEFFICIENT CA INLETTIME RAINFALL RUNOFF INVERT ELEVATIONS LENGTH SLOPE SIZE PIPE CAPACITY Q/ Qf VELOCITY FLOW TIME inlet accum upper end lower end incr I accum acres C min in/hr cfs ft ft ft % in cfs % fps min 05 04 0.36 0.77 0.280 0.280 5.00 6.67 1.88 389.18 388.99 34 0.60% 15 4.83 39% 4.09 0.15 5.00 04 03 (N/A) (N/A) 0.000 0.280 0.00 6.61 1.86 388.89 388.22 123 0.50% 15 4.77 39% 3.73 0.56 5.15 03 02 (N/A) (N/A) 0.000 0.280 0.00 6.44 1.81 388.12 387.48 64 1.00% 15 6.46 28% 5.28 0.24 5.72 02 01 0.34 0.71 0.241 0.521 5.00 6.36 3.34 387.38 386.43 96 1.00% 15 6.43 52% 5.28 0.30 5.95 01 137 0.29 0.87 0.255 0.776 5.00 6.27 4.91 382.94 382.60 17 2.00% 15 9.15 54% 7.46 0.04 6.25 137 0-2 0.17 0.78 0.130 0.906 5.00 6.26 5.72 378.50 378.00 25 2.00% 15 9.14 63% 7.46 0.05 6.29 07 06 1 0.43 1 0.84 0.360 0.360 5.00 6.67 2.42 388.98 388.45 97 0.50% 15 4.77 51% 3.73 0.41 5.00 06 0-1 0.16 0.89 0.138 0.498 5.00 6.53 3.28 388.35 388.27 14 0.60% 15 4.85 68% 4.09 0.06 5.41 i VDOT HYDRAULIC GRADE LINE CALCULATIONS - 10-YEAR STORM Y E 0- -n INLET 0.8D + INV (OUT) ACTUAL OUTLET WSE DESIGN OUTLET WSE Do Qo Lo Sfo Hf JUNCTION LOSS FINAL H INLET WSE F/L ELEV Vo (8) Ho (9) Q; (10) V; (11) Q;V; (12) � � Hi Angle Ho Ht Surface Runoff Factor? 1.3 Ht IS-17 0.5 Ht Zg (1) (2) (3) (4) (5) (6) (7) (13) (14) (15) (16) (17) (18) (19) (20) (21) 87 379.00 379.00 379.00 15 5.72 25 0.0078 0.20 7.46 0.22 4.91 0.00 0.00 0.00 0.00 30 0.00 0.22 YES 0.28 YES 0.14 0.34 379.34 387.20 01 383.60 379.34 383.60 15 4.91 17 0.0058 0.10 7.46 0.22 3.34 0.00 0.00 0.00 0.00 25 0.00 0.22 1 YES 0.28 YES 1 0.14 0.24 383.84 391.71 02 387.43 383.84 387.43 15 3.34 96 0.0027 0.26 5.28 0.11 1.81 0.00 0.00 0.00 0.00 60 0.00 0.11 YES 0.14 YES 0.07 0.33 387.76 394.55 03 388.48 387.76 388.48 15 1.81 64 0.0008 0.05 5.28 0.11 1.86 0.00 0.00 0.00 0.00 15 0.00 0.11 NO 0.11 YES 0.05 0.10 388.58 395.60 04 389.22 388.58 389.22 15 1.86 123 0.0008 0.10 3.73 0.05 1.88 0.00 0.00 0.00 0.00 90 0.00 0.05 NO 0.05 YES 0.03 0.13 389.35 396.07 05 389.99 389.35 389.99 15 1.88 34 0.0008 0.03 4.09 1 0.06 0.00 0.00 0.00 0.00 0.00 0 0.00 0.06 YES 0.08 YES 0.04 0.07 390.06 395.30 06 389.27 387.10 389.27 15 3.28 14 0.0026 0.04 4.09 0.06 2.42 0.00 0.00 0.00 0.00 80 0.00 0.06 YES 0.08 YES 0.04 0.08 389.35 394.35 07 389.45 389.35 389.45 15 2.42 97 0.0014 0.14 3.73 0.05 0.00 0.00 0.00 0.00 0.00 0 0.00 0.05 YES 0.07 YES 0.04 0.17 389.62 394.96 LD-204 - INLET SPREAD CALCULATIONS n COMBINATION INLETS ON GRADE - l J ' D - a o J STORM PROFILE: TRENCH DRAIN TO STR 07 400 OIL WATER SEPARATOR 400 INV IN: 393.27 00 INV OUT: 393.15 Ln 'It �o EXISTING GRADE + � rn rro a,H TRENCHDRAINSDEPTH -- - - - - "' 12z o VARIES FROM 3": TO > > 1,1" BELOW GRADE ro it Z z 396 r-�-�.P.� _ 396_ PROPOSED GRADE 392 0 392 6" BOTTOM OUTLET (SEE TRENCH DETAIL ON CS-503) 24 LF OF 6" PVC PIPE APPROX. 2.0% SLOPE 388 388 386 386 O 0 O CD LO to 0) M K) 10+00 11 +00 GRAPHIC SCALE IN FEET 0 15 30 60 HORIZONTAL m -r6.0 J Q U F= 3.0 LL! 104 SANITARY PROFILE: CO-1 TO BLDG 2 404 o > > o > a. 0 a. o U- co 0 v > to O _ 0 � � > a. 0 0 > 0 >a. 0 > >>0- O NCy O U a 0 a rn O (0 400 o a. o W 00 _ to o (D � �_ + (6 r7 .. r? to N + .. 400 L� _0 coo ��Lo `�0 Nr7: � �N�r� N� U- 0 L? 0 Co N `t M 0) O O rn cD O + (6 n O O O d- f 0�0 lT f7 t0 O) O) r7 I' Q _ > > N (n 1- Q 0Co 4 +rfi�� d N00000 f �r7r7� ��ZZ r MZ0 MV) Z �Z I ate:» r� �Z0 OI »> UN�ZZ j a •• > ov � z Z PROPOSED GRADE oI > > U V)z z z o��UtnERZK 396 A ,K 396 EXISTING GRADE 392 392 „ PVC 4 LF OF 3/4" PVC WATER SERVICE 69 LF OF 6 6" PVC 3.07% TO HOSE 'BIBB CROSSING _ 12 LF OF 6" PVC ® 3.07% 388 ®� 0% APPROX. LOCATION OF 8° PVC 388 PSG STORM CROSSING 26 LF OF �p6 6" PVC @ 3.07% ........... 42 LF OF 384 6" PVC ®i3.07% 384 _ _ _ _ ........ 382 q 382 M N O d LO L6 cD L0 M � ro n n 9+75 10+00 11 +00 12+00 13+00 Gutter Cross Slope Road Cross Slope Local Local Gutter Width Curb Opening Intercepted Flow Bypass Flow Gutter Total Label Solve For Discharge (cfs) Slope (ft/ft) Grate Width (ft) Manning Coefficient Depression Efficiency (%) Grate Length (ft) Grate Type Clogging (%) Spread (ft) Depth (in) Flow Area (ft') Velocity (ft/s) (ft/ft) (ft/ft) Depression (in) (ft) Length (ft) (cfs) (cfs) Depression (in) Depression (in) Width (in) 2 Efficiency 0.96 0.021 2 0.08 0.02 0.013 1.5 18 100 2 2 50mm(P-1-7/8 50 6 0.96 0 3.5 2.3 0.2 1.4 2.9 3.91 CURB INLETS IN SAG n Gutter Width Gutter Cross Slope Road Cross Slope Curb Opening Opening Height Curb Throat Local Depression Local Throat Incline Angle Gutter Total Label Solve For Discharge (ft3/s) Spread (ft) (ft) ( ft/ft) ( ft/ft) Length (ft) (ft) Type (.n) Depression (degrees) Depth (ft) Depression((ft) Depression (ft) Bypass From Inlet Width (ft) 7 Spread 1.44 7.1 2 0.08 0.02 8 1 Horizontal 1.5 18 90 3.2 1.4 2.9 6 Spread 0.55 4.3 2 0.08 4-0.02 .0.02 6 1 Horizontal 1.5 18 90 2.5 1.4 2.9 1 Spread 1.02 6.4 2 0.08 6 1 Horizontal 1.5 18 90 3 1.4 2.9 - 0 D GRATE INLETS IN SAG o - Label Solve For Discharge (ft3/s) Spread (ft) Left Side Slope Right Side Slope (ft/ft Bottom Width (ft) Grate Width (ft) Grate Length Local Depression Local Depression Grate Type Clogging (%) Depth (ft) Wetted Top Width (ft) Open Grate Area Active Grate (ft/ft (H:V)) (H:V)) (ft) Width (ft) perimeter (ft) (ftz) Weir Length (ft) 1) 5 Spread 1.12 13.5 50 50 0 2.5 2.5 0 0 50 mm (P-1-7/81 50 1.6 13.5 13.53 2.8 7.5 m 0 N W N � O I- V) (f) 0 _O m W -I I I I I I Izi o r7 N N U Q z > vi o wz 1--0 Q� O U 00 O V � U I z 0� oo(o z N (D S Q z ~ o w co o V) J _ w Li 3: �V Q J N 00 N J J_ Q ® o 0 r TH 01y, �1 v RYA PERKINS Lie. No. 046565 0 AL U N O 0 0 N 0o�LLJ�V) (q Q Cfl ¢ m > m <t �� o m Z o _ J Q U Q U w V) 0 0 U O� C) Z Z � Q O < < U) W �- J LL �OOQ U) n U Q (� z O <C > O Z � � O O_0U �O0W a' � Uj C..)<� �zLJJw� U) o U Q Q LW J Of m SHEET NUMBER CG-301 i 2016 ROAD & BRIDGE STANDARDS 2016 ROAD & BRIDGE STANDARDS 2016 ROAD & BRIDGE STANDARDS 0 MOW rCRIAL-L e Pipe ivision � Concre D STC 450i Precast Concrete Stormceptor (450 U.S. Gallon Capacity) Cover and Grate Grade Adjusters To Suit Finished Grade 4 4. 81' _4 3 Inlet 6-1 4'0 PVC Pipe n.15'High wt4' Cap - 17" 1( 12"` I let4% Outlet Down Pipe Riser Pipe (Removable] 4610 A j4. A < D " F Section Thru Chamber > 0 D - O E Q) 0 D_ >_ (D 0 0 0 0 E 0 > W -C 6 ,n _j < �j �j < D 0 > U _j U Q) -C U _j 0 U) C: > 0 TL- T 4q, Varies To Match Grade Stormceptor insert T'O Oil Pod ----- See Note 2 Outlet 1 4"0 Outlet Riser Pipe 71, Inlet Outlet Min. 6 i It Required 4 6 A 89 Insert. Tee Here (Tee Opening to Face Side Wall) Plan View Notes: 1, The Use Of Flexible Connection is Recommended at The fiflet and Outlet Where Applicable, 2, The Cover Should be Positioned Over The Inlet Drop Pipe and The Oil Port. 3. The Stormeeptor System is protected by one or more of the following US. Patents: 14985148, #5498331, #5725760, #5753115, #5849181, #6068765, #6371690. 4, Contact a Concrete Pipe Division representative for further details not listed on this d1rawing. 16Aer 027 01-1 Ix SECTION CAST IRON SECTION STEEL N OTES 2'-7" LUGS TO BE CAST WITH L 2Y2" x 2YL," x 1/4" 10'4" LONG 1. DEPTH OF INLET (H) TO BE SHOWN ON COLLAR PLANS. FOR DEPTH GREATER THAN IO'USE STANDARD DI -IA 13 B A A 2. THE `H" DIMENSION SHOWN ON THE STANDARDS AND SPECIFIED ON THE PLANS WILL BE MEASURED FROM THE INVERT OF ol r� CAST GALV. ONE WELDED j0T'EEVL THE OUTFALL PIPE TO THE TOP OF THE IRON STEEL JOINT STRUCTURE, PLAN DIMENSIONS ARE N APPROXIMATE ONLY FOR ESTIMATING GO WELD ALL OPTIONAL 43.6 LBS CONNECTORS PURPOSES AND THE ACTUAL DIMENSIONS SHALL BE DETERMINED BY THE BRACE RIBS 3 LBS TO COLLAR CONTRACTOR FROM FIELD CONDITIONS. I INCLUDING INCLUDING ICONNECTORS 3, WHEN SPECIFIED ON THE PLANS THE LUGS INVERT IS TO BE SHAPED IN ACCORDANCE WITH STANDARD IS-L THE COST OF T FURNISHING AND PLACING ALL MATERIALS 2'-7" N IDENTAL TO THE SHAPING IS TO BE INCLUDED IN THE BID PRICE FOR THE 41-2-1 x 1�12" x 4" ye x 411 STRUCTURE. PLAN LUGS STUD SHEAR CONNECTORS 4. IN THE EVENT THE INVERT OF THE (GRATE I.." OUTFALL PIPE 13 HIGHER THAN THE BOTTOM OF THE STRUCTURE, THE INVERT SEE DETAIL A OF THE STRUCTURE SHALL BE SHAPED WITH CEMENT MORTAR TO PREVENT SECTION B-8 STANDING OR PONDING OF WATER IN THE STRUCTURE. THE COST OF FURNISHING COLLAR DETAIL MIN RAISED AND PLACING ALL MATERIALS INCIDENTAL TO INLET SHAPING IS TO BE INCLUDED IN THE BID PRICE FOR THE STRUCTURE, zMTERING I DIMENSIONS FOR TO DUMP NO WASTE DRAINS WATERWAYS 5. STEPS ARE TO BE PROVIDED WHEN H IS 4'-0" OR GREATER. FOR DETAILS SEE CAST IRON ONLY STANDARD ST-1. DETAIL B 6. THIS ITEM MAY BE PRECAST OR CAST - DETAIL A _171 D IN -PLACE. 4`2" HARDWARE T-N, SE ETALI CLOTH 1 _____'-7"-_-___ 1 4' DEPTH AGGR. 7. 04 X 8" SMOOTH DOWELS AT APPROXIMATELY 12" C-C TO BE PLACED IN ALL AREAS ADJACENT 1 #68,1178 OR TO ABUTTING CONCRETE TO PREVENT SETTLEMENT. IN LIEU OF DOWELS WIDTH 48 x 6"Q A 2"X4" NOTCH MAY BE PROVIDED. W W Ld CL SEE STANDARD T-DI-3.4 FOR it Q& EL Z D. COLLAR �k 3" DIAMETER WEEP HOLE ALTERNATE DESIGN. X zz zz 7 SEE NOTE 8 HOENE I B. 3" DIAMETER WEEP HOLE WITH 12`X12" PLASTIC HARDWARE CLOTH MESH 211 22 __L - - 12"_15,-18" OR 24" M OR GALVANIZED STEEL WIRE, MINIMUM WIRE DIAMETER 0.03",NUM13ER 4 MESH HARDWARE CLOTH ANCHORED FIRMLY T THE OUTSIDE OF THE STRUCTURE. A AST IN PLACE CONCRETE IS TO BE CLASS A3 (3000 PSI). PRECAST CONCRETE IS TO BE 4000 PSI. SECTION A /1'. 111 1. 2.a'' 2" _t6LLtMAY SEE BET 10. ANY ALTERNATE METHODS OF ANCHORAGE MEETING THE APPROVAL OF THE ENGINEER CONCRETE QUANTITIES FOR MIN. DEPTH -1 BE SUBSTITUTED FOR THE CAST IRON 4MIHMPAPPROXIMATE LUGS AS SHOWN HEREON. t2" CONCRETE PIPE -1.440 CU. YD. CO CRETE If,):: CONCRETE PIPE -11.,6 CRETE �ICRETE WEIGHT CAST IRON GRATE 363 ± 18 LBS 11. DUMP NO WASTE DRAINS TO WATERWAY LETTERING IS REQUIRED ON ALL 01-1 CONCRETE PIPE - 6 24" CONCRETE PIPE - 1,817 CV, YD. CONCRETE SECTION C-C SECTION D-D CRATES. LOCATION OF LETTERING MAY VARY BY MANUFACTURER. 2D 0,469 CU, YD. PER 1TIONAL FOOT OF DEPTH- GRATE DETAIL I XVDOT STANDARD DROP INLET SPECIFICA ION r REFERENCE ROAD AND BRIDGE STANDARDS 12" - 24" PIPE( MAXIMUM DEPTH (H) - 101 VIRGINIA DEPARTMENT OF TRANSPORTATION 233 302 SHEET I OF I I REVISION DATE 104.0 FINISHED DIMENSION 2016 ROAD & BRIDGE STANDARDS 2016 ROAD & BRIDGE STANDARDS NOTES, THE LETTERS V.D.O.T. ARE OPTIONAL, IF USED THE LETTERS ARE TO BE CAST IN THE DEPRESSION IN TOP OF COVSHOWNER V WIDE AND RAISED HIGH AS . SECTION A -A V-81/4" DIA. MACHINE Ill R (W (V ((k((t k(I All P R I R - - - - - - - - - - - - - - FRAME SECTION AT MID POINT APPROXIMATE WEIGHT CAST IRON COVER 137 7 LBS. FRAME 235 12 LBS. V R R REFERENCE STANDARD MANHOLE FRAME AND COVER 224 302 VIRGINIA DEPARTMENT OF TRANSPORTATION 2016 ROAD & BRIDGE STANDARDS 2016 ROAD & BRIDGE STANDARDS IA Yell R TYPICAL SECTION (DIMENSIONS MAY VARY WITH MANUFACTURER'S DESIGN) GALVANIZED STEEL STEP MH-11 TOP IT BOTTOM XVDOT ROAD AND BRIDGE STANDARDS REVISION DATE SHEET 3 OF 5 106.03 ST-I 114. GRADE 60, REINFORCING ROD ENCASED IN A CORROSION RESISTANT RU88ER OR OTHER MATERIAL APPROVED BY THE ENGINEER. (DIMENSION MAY VARY WITH MANUFACTURER'S DESIGN) CORROSION RESISTANT MATERIAL REINFORCING ROD CAL SECTION sv NOTES - STEPS WILL BE REQUIRED IN ALL STRUCTURES WITH A DEPTH OF 4'-0" OR GREATER UNLESS OTHERWISE NOTED ON THE PLANS. ALL STEPS SHALL PROTRUDE 4Y2" FROM INSIDE FACE OF STRUCTURE WALL. MAXIMUM STEP SPACING TO BE 16" C-C. STEPS SHAL� WITHSTAND A MINIMUM FORCE OF 300 POUNDS WHEN 11- THE FACE OF THE SUPPORT. STEPS ARE TO BE VERTICALLY ALIGNED AND UNWORMAILY SPACED FOR THE ENTIRE DEPTH OF MY STRUCTURE. IN PRECAST UNITS STEPS MAY BE CAST IN PLACE, MORTARED INTO HOLES PROVIDED BY THE FABRICATOR, OR DRIVEN. MINIMUM OF 3" EMBEDMENT STEPS DIFFERING IN DIMENSIONS, CONFIGURATION OR MATERIALS FROM THOSE SHOWN MAY ALSO BE USED PROVIDED THEY MEET THE MINIMUM REQUIREMENTS SHOWN HEREON AND THE CONTRACTOR HAS FURNISHED THE ENGINEER WITH DETAILS AND CERTIFIED 'TEST REPORTS OF THE PROPOSED SUBSTITUTE AND HAS RECEIVED WRITTEN APPROVAL FROM THE ENGINEER FOR THE USE OF SUCH STEPS. ALL STEPS INSTALLED SHALL BE PROVIDED WITH SLIP -RESISTANT SURFACES SUCH AS BUT NOT LIMITED TO,CORRUGATED KNURLED, OR DIMPLED SURFACES. ALUMINUM STEPS SHALL BE FABRICATED IN ACCORDANCE WITH ASTM 0221,ALLOY 6005-T5. THAT PORTION OF THE STEP ENCASED IN MASONRY SHALL BE UNIFORMLY COATED WITH A BITUMIMOUS, SOLVENT TYPE, ASBESTOS FILLED ALUMINUM PIGMENTED COATING CONFORMING TO FEDERAL SPECIFICATION TC-C-00498A. ALUMINUM STEP SPECIFICATION -\V00T REFERENCE STANDARD STEP ROAD AND BRIDGE STANDARDS VIRGINIA DEPARTMENT OF TRANSPORTATION REVISION DATE SHEET I OF 1 106.09 2016 ROAD & BRIDGE STANDARDS 0 4 I TRANSITION BETWEEN 44 PIPE DIAMETERS WHE N DIFFERENT SIZES OF PPES ME ENCOUNTERED. I SHAPE TO ELEVATION OF MID -POINT OF LARGEST PIPE. I v. CONTOUR SHAPE TO OF PIPE rf \/-SLOPE TO DRAIN TO INVERT OF OUTLET PIPE SECTION A -A METHOD OF TREATMENT IN DROP INLETS NOTES: SHAPING OF MANHOLE MU INLET INVERTS IN ACCORDANCE WITH THIS DRAWING IS TO APPLY 'to THOSE STRUCTURES SPECIFIED SLOPE TO DRAIN ON PLANS OR WHERE INVERT OF PIPE IS ABOVE INVERT OF TLIN INVERT OF STRUCTURE, OUTLET PIPE MANHOLE OR DROP INLET IS TO BE FORMED AND CONSTRUCTED IN ACCORDANCE WITH APPLICABLE STANDARD OR SPECIAL DRNNING. THE INVERT SHAPING AS DETAILED HEREON IS TO CONSIST OF PORTLX40 CEMENT CONCRETE MIX CONFORMING TO CLASS A3 OR CLASS C1 EXCEPT THAT 25% OF COARSE AGGREGATE MAY BEsour .1 - -1 IN DIAMETER BRICK, BROKEN CONCRETE OR BROKEN CONCRETE BLOCK. THE SURFACE ALL BE LEFT SMOOTH BY MEANS OF HAND TROWELLING. NONE OF THE COARSE AGGREGATE SHALL REMAIN EXPOSED. 4 A DETAILS OF INVERT SHAPING AS SHOWN HEREON ARE FOR EXAMPLE A 4 PURPOSES ONLY. EACH MANHOLE OR DROP INLET IS TO BE SHAPED INDIVIDUALLY TO BEST Fir THE PARTICULAR INLET AND OUTLET CONFIGURATION AND FLOW LINES. SECTION 8 PLAN METHOD OF TREATMENT IN MANHOLES XVDOT SPECIFICATION CIFICATION STANDARD METHOD OF SHAPING REFERENCE ROAD AND BRIDGE STANDARDS SHEET I OF I REVISION DATE T MANHOLE & INLET INVERTS 302 VIRGINIA DEPARTMENT OF TRANSPORTATION I MH-I 2016 ROAD & BRIDGE STANDARDS 2016 ROAD & BRIDGE STANDARDS COVER A NON -TRAFFIC 7_ C1 :1 OF) CONDITIONS n= OMF)'\ IIJA 00 El 0 1710 F1 E] 110 A V. 0. 0. T. 1 0 LETTERING 0 E OPTIONAL n 0 0 El 0 1771 1711711711171/ 13 o o [:j APPROX. WEIGHT COVERX. LBS. rLIM1 TOP 22" DIA, SECTION A -A MACHINED COVER B TRAFFIC .-nDp CONDITIONS )40 D CIE] Z�`, 11 A J n Rtl A YjIl R LETTERING % ,_/ ( ❑ OPTIONAL D b 1:1 APPROX. WEIGHT COVER 105 LBS. FRAME TOP EITHER COVER A OR B MAY BE USED WITH FRAME. APPROX. WEIGHT 22" DIA COVER 170 LBS. ff Yj� 41" Y4" MACHINED SECTION A -A XV00T SPECIFICATION ROAD AND BRIDGE STANDARDS STANDARD MANHOLE FRAME AND COVER REFERENCE SHEET 4 OF 5 REVISION DATE 224 106.04 VIRGINIA DEPARTMENT OF TRANSPORTATION 302 2016 ROAD & BRIDGE STANDARDS 2016 ROAD & BRIDGE STANDARDS GENERAL PB_1 1. METHOD "N' PIPE BEDDING SHALL BE USED FOR ALL TYPES OF PIPE CULVERTS WITHIN THE APPLICABLE HEIGHT OF COVER RANGE NOTED IN THE STMDARU PC -I TABLES UNLESS OTHERWISE NOTED ON THE PLANS. 1 H HEIGHT OF COVER MEASURED FROM TOP OF CULVERT TO FINISHED GRADE. 3. b EXCAVATION DEPTH AS SHOWN ON PLANS OR TO FIRM SEARING SOIL, CIRCULAR PIPE 1. D - OUTSIDE DIAMETER OF PIPE. 2, d - INSIDE DIAMETER OF PIPE. 3. X - WIDTH 0 F CLASS I BACKFILL MATERIAL BEYOND THE EXTREMITY OF THE PIPE. X : 12: WHERE d IS LESS THAN 36". X 8' WHERE d S 36" AND GREATER. 4. WHERE DIRECTED BY THE ENGINEER. BEDDING MATERIAL MAY BE ELIMINATED FOR NORMAL EARTH FOUNDATIONS UNDER ROUTINE ENTRANCE PIPE (EXCEPT PLASTIC PIPE) 30" AND LESS IN DIAMETER WITH HEIGHT OF COVER IV OR LESS, 5. REGULAR BACKFILL MATERIAL MAY BE USED IN LIEU OF CLASS I BACKFILL MATERIAL FOR ALL FOUNDATION TYPES FOR ROUTINE ENTRANCE PIPE (EXCEPT PLASTIC PIPE) 30" AND LESS IN DIAMETER WITH HEIGHT OF COVER 15'OR LESS. a. BEDDING MATERIAL AND CLASS I BACKFILL MATERIAL MAY BE ELIMINATED FOR SHOULDER SLOT INLET (01-13) OUTLET PIPES INSTALLATIONS. ELLIPTICAL PIPE 1. S, - OUTSIDE SPAN DIMENSION OF PIPE. 2, S2 INSIDE SPAN DIMENSION OF PIPE. 3. R OUTSIDE RISE DIMENSION OF PIPE. 4. X WIDTH OF CLASS (BACKFILL MATERIAL BEYOND THE EXTREMITY OF THE PIPE. X 12" WHERE S2 IS LESS THAN M". X 18" WHERE SIS 36" AND GREATER 5. WHERE DIRECTED BY THE ENGINEER. BEDDING MATERIAL MAY BE ELIMINATED FOR NORMAL EARTH FOUNDATIONS UNDER ROUTINE ENTRANCE PIPE WHERE S2 IS 38" OR LESS AND HEIGHT OF COVER IWOR LESS. 0. REGULAR BACKFILL MATERIAL MAY BE USED IN LIEU OF CLASS I BACKFILL MATERIAL FOR ALL FOUNDATION TYPES FOR ROUTINE ENTRANCE PIPE WHERE S2 IS 38" OR LESS AND HEIGHT OF COVER IWOR LESS. PIPE ARCH 1. S - SPAN DIMENSION OF PIPE. 2, R - RISE DIMENSION OF PIPE, 3. 8 - SEE PC -I TABLE FOR APPLICABLE PIPE MATERIAL 4. x - WIDTH OF CLASS ISACKFILL MATERIAL BEYOND THE EXTREMITY OF THE PIPE. x = 12:: WHERE S2 IS LESS 'THAN 36". x 18 WHERE S2 IS 36" AND GREATER 5- WHERE DIRECTED BY THE ENGINEER. BEDDING MATERIAL MAY BE ELIMINATED FOR NORMAL. EARTH FOUNDATIONS UNDER ROUTINE ENTRANCE PIPE WHERE S2 IS 35" OR LESS AND HEIGHT OF COVER IWOR LESS. 6. REGULAR BACKFILL MATERIAL MAY BE USED IN LIEU OF CLASS I BACKFILL MATERIAL FOR ALL FOUNDATION TYPES FOR ROUTINE ENTRANCE PIPE WHERE S IS 35" OR LESS MID HEIGHT OF COVER 15'OR LESS. REFERENCE 'XVDO I SPECIFICATION INSTALLATION OF PIPE CULVERTS & STORM SEWERS ROAD AND BRIDGE STANDARDS 302 GENERAL NOTES REVISION DATE SHEET I OF I 303 VIRGINIA DEPARTMENT OF TRANSPORTATION 107.00 2016 ROAD & BRIDGE STANDARDS 01-3A, M, 3C FOR DETAILS OF INLET EXPANSION KEYED JOINT 011 T- BARS D APPROACH 0 MEN mam N IMIIIIIIIIIIIIIII so z 43 I Newsom ISHIN is wwo A sum 112111 111IRMPAN IIIIII C&S JOINT ! 'Z_'f_GUTrER' :! BAR WARPEDI GUTTER( BAR SUBBASE HARDWARE C4 0 LO TH g WEEPHOLE. SE NOTE 8 SECTION A -A L-VARIABLE - MAX. 20' 2" WARPED 2" 21 011 81 all APPROACH GUTTER ----- -- 8 S G F OARS '--BARS E BARS E WEEP HOLE BARS 13 _*3" DIAMETER FRONT ELEVATION BARS F-57-18d (GUTTER REMOVED) IV4" .................................. I PLATE SECTION B-B 5XI/4" SENT R -3 CIS- 7 STA41DARDS. L"X2-/1'lX-/ TYPE A NOSE DETAIL SHALL BE USED WITH CG GALVANIZED11 4" TYPE 0 NOSE DETAIL SHALL BE USED WITH CO-2 CG-6 STANDARDS. TYPE A TYPE B X 4" STUD SHEAR CONNECTOR WELDED OALVM412ED PLATE FOR TYPE A to BE BENT ON AN ANGLE OF 68, 30' to ANGLE IRON AT 2'C-C. CONNECTORS AND IS TO BE ANCHORED WITH Y2" X 4" STUD SHEAR NOSE DETAILS 21, WELDED TO SENT PLATE At 2'C-C. APPH FAVLMLHI L L 0I-38 L DI_3C WARPED PAVEMENT --I I 01-3A r 77 - - - - - - - - X FLOW FLOW IT 1 %"L DETAIL WHEN USED FOR USE ON GRADES ADJACENT TO CURB FOR USE IN SAGS WITHOUT CUTTER I I BOTH SIDES TO BE SYMMETRICAL XV00T SPECIFICATION REFERENCE ROAD AND BRIDGE STANDARDS STANDARD CURB DROP INLET SHEETION DATE 302 8/1 - VIRGINIA DEPARTMENT OF TRANSPORTATION 12" - 30" PIPE, MAXIMUM DEPTH (H) - 8' 233 404.09 2016 ROAD & BRIDGE STANDARDS 2016 ROAD & BRIDGE STANDARDS V. D. 0. T. LET OPTION & TERING 2IY4" --SEE DETAL A MANHOLE COVER NONSKID ALUMINUM OXIDE IMPREGNATED STEEL PLATE 6" THICK NEOPRENE FOAM BOND STEEL PLATE Vz" THICK MATERIAL AASHTO M222 CQY4" HIR FLAT BAR (WELDED to ER ONLY) DETAIL A SECTION MANHOLE FRAME NOTES: STRUCTURAL COMPONENTS SHALL CONFORM TO AASHTO M222. COVERFRAME ANO SHALL HAVE A CONTINUOUS FLUSH FIT. REFERENCE STANDARD MANHOLE FRAME AND COVER 302 VIRGINIA DEPARTMENT OF TRANSPORTATION 2016 ROAD & BRIDGE STANDARDS 20,16 ROAD & BRIDGE STANDARDS ROAD AND BRIDGE STANDARDS REVISION DATE SHEET 5 OF 5 106.05 LLJ V) M 0 C\j < > LLI 0 < :E Fj T: " :E U 00 C) 00 0 To < - I z ^'iffAL 0 1) !z 0 0 1- 0 Ld LL, 0 V) 00 _j Ld y z Ld 0 3i _j < _j 0 0 0 N _j _j O 0 TH 0 RYA R. PERKIN S Lic. No. 046565 A 1Y � Iz N n 0 0 = Y_ y 0 0 0 LU F__ V) (n Q0 < < M M < 00 CD LLJ M 0 LLJ LLi _j < Vl < U V) 0 0 0 PB_I No PROJECTION OF PIPE ABOVE GROUND LINE TOP OF FILL TOP OF FILL TOP OF FILL -GROUND LINE E��GR�OUD - �ROUND LIN� MI 7 rr ROCK OR ,,, L 11 L Ic + Lr BEOOING MATERIAL X X BEDDING MIN. 1/10 D_ MATERIAL 11 M"46 D iii X D I MATERIAL 8 E COIN G MiN. I/ iO D V?" PER 1' OF [I NORMAL EARTH FOUNDATION MIN. 8", MAX. 24" ROCK FOUNDATION FOUNDATION SOFT, YIELDING, OR OTHERWISE UNSUITABLE MATERIAL PIPE PROJECTION ABOVE GROUND LINE MIN. 1.5 x D I M.INTOP DFlLL MIN. I - MIN. Top OF FILL -4 MIN. MIN, 1 z TOP OFD FILL i i T - - ---- % + o GROUND .01 1 LINE x . - - GROUND LINE �r GROUND _LINE_ _IA - II'k-EARrH 1/10 Dj X MIN. D X �-BEDOING ROCK OR MIN. 1/10 0-UNYIELDING 1/2" 'FF MATERIAL PER SOL I" OF H X M.N. a,J-BEDDING MIN. I/ D- BEDDING MATERIAL NORMAL EARTH FOUNDATION MAX. 24" MATERIAL ROCK FOUNDATION I FOUNDATION SOFT, YIELDING, OR OTHERWISE UNSUITABLE MATERIAL I BEDDING MATERIAL IN ACCORDANCE WITH EMBANKMENT srcrioN 302 OF THE ROAD AND BRIDGE F==1 NOTES: SPECIFICAFIUNS, REGULAR BACKFILL MATERIAL IN ACCORDAN FOR GENERAL NOTES ON PIPE BEDDING, CLASS I BACKFILL MATERIAL IN ACCORDANCE INI ICE SEE INSTALLATION OF PIPE CULVERTS WITH SECTION 3G2 OF THE ROAD AND BRIDGE PITH SECTION 302 OF THE ROAD AND BRIDGE AND STORM SEWERS GENERAL NOTES SPECIFICATIONS. SPECIFICATIONS. ON SHEET 107.00. FOR ALL OTHER PIPE REGULAR BACKFILL MATERIAL FOR PLASTIC PIPE IN ACCORDANCE WITH SECTION 302 OF THE ROAD CRUSHED CLASS CONFORMING TO THE 6" MINIMUM CLASS I BACKFILL MATERIAL PLACED DIRECTLY AND BRIDGE SPECIFICATIONS, SIZE REQUIREMENTS FOR CRUSHER RUN OVER 'PIPE AND 6" REGULAR BACKFILL MATERIAL, AGGREGATE SIZE 25 AND 26 MAY BE OR 12' OF CLASS I BACK FILL MATERIAL, USED IN PLACE OF CLASS 1 BACKFILL. IN ACCORDANCE WITH SECTION 302 OF THE ROAD AND BRIDGE SPECIFICATIONS, -\VDO-F A COPY OF THE ORIGINAL OR AWN?,' IS ON FILE IN THE CENTRT1. OFFICE. INSTALL. OF PIPE CULVERTS AND STORM SEWERS SPECIFICATION REFERENCE ROAD AND BRIDGE STANDARDS CIRC. PIPE BEDDING AND BACKFILL - METHOD "A" VIRGINIA DEPARTMENT OF TRANSPORTATION 302 303 SHEET I OF 4 REVISION DATE 07/19 107.01 ZU]b KUAL) 6 bML)Ut 6IANL)AKL),7 < 2: 0 0 0 ry z 0 0 Lf 0 W ry Uj LU < z 0 LLI < n 0 < C) Li < z < LLJ _j < SHEET NUMBER CG-501 c 0 J N N U z i Y E WAWA STANDARD LANDSCAPING SPECIFICATIONS 1. ALL TOPSOIL SHALL BE A MINIMUM OF 4" IN ALL SOD AREAS AND 8" IN TREE, SHRUB AND GROUND COVER BEDS, INCLUDING PARKING LOT ISLAND BEDS. IT SHALL BE APPROVED BY A WAWA CONSTRUCTION REPRESENTATIVE, PRIOR TO INSTALLATION. 2. PLANTING BEHIND PERPENDICULAR PARKING IS TO BE LOCATED A MINIMUM OF 5' BEHIND THE CURB LINE. 3. ALL LANDSCAPE AND GRASS AREAS ARE TO BE HAND RAKED AND LEFT CLEAR OF ALL STONES, ROCK, CONSTRUCTION DEBRIS AND ANY UNSUITABLE MATERIALS. 4. ALL LANDSCAPE AND GRASS AREAS ARE TO BE IRRIGATED BY AUTOMATIC SPRINKLER SYSTEM. (SEE IRRIGATION SPECIFICATION.) 5. LANDSCAPE CONTRACTOR WILL LOCATE ALL UNDERGROUND UTILITIES PRIOR TO ANY EXCAVATION AND PLANTING INSTALLATION. 6. ALL AREAS TO BE LANDSCAPED OR COVERED WITH STONE MUST BE TREATED WITH A PRE -EMERGENCE HERBICIDE (SURFLAN, DACTAL OR APPROVED EQUAL) IN ACCORDANCE WITH APPLICABLE FEDERAL, STATE REGULATIONS AND THE MANUFACTURER'S INSTRUCTIONS. 7. LANDSCAPE CONTRACTOR TO SUPPLY AND INSTALL A PERVIOUS WEED BARRIER (DEWITT, DUPONT OR APPROVED EQUAL) IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS WITHIN ALL LANDSCAPES, INCLUDING STONE AND MULCH BEDS. ALL WEED BARRIER WILL BE OVERLAPPED A MINIMUM OF 6" AT ALL SEAMS. AT PLANT LOCATIONS, BARRIER SHOULD BE CUT IN AN "X" PATTERN SO TO ACCOMMODATE ROOT BALL AND REPLACED AFTER PLANT HAS BEEN INSTALLED. 8. WEED BARRIER SHALL NOT BE VISIBLE IN AREAS DESIGNATED FOR STONE MULCH. WHEN STONE IS CALLED FOR ADJACENT TO CURB OR SIDEWALKS, IT SHALL BE FEATHERED DOWN TO CURB LEVEL FROM A DISTANCE 24" FROM THE CURB. 9. ALL PROPOSED LANDSCAPING TO BE NURSERY GROWN, TYPICAL OF THEIR SPECIES OR VARIETY. THEY ARE TO HAVE NORMAL VIGOROUS ROOT SYSTEMS, FREE FROM DEFECTS AND INFECTIONS AND IN ACCORDANCE WITH ANSI Z60.1. 10. ALL PROPOSED PLANTINGS SHOULD BE INSTALLED PER STANDARDS OF THE "AMERICAN ASSOCIATION OF NURSERYMEN" AND STATE NURSERY/LANDSCAPE ASSOCIATIONS WITH REGARD TO PLANTING, PIT SIZE, BACKFILL MIXTURE, STAKING AND GUYING. 11. ALL PLANTING CONTAINERS AND BASKETS SHALL BE REMOVED DURING PLANTING. ALL PLANTS SHALL BE SET PLUMB AND POSITIONED SO THAT THE TOP OF THE ROOT COLLAR MATCHES, OR IS NO MORE THAN TWO (2") INCHES ABOVE, FINISHED GRADE. REPLACE AMENDED BACKFILL IN 6-INCH LAYERS AND COMPACT BACKFILL TO ELIMINATE VOIDS. CONTRACTOR SHALL PROVIDE A FOUR -INCH HIGH EARTHEN WATERING SAUCER ALONG THE PERIMETER OF EACH PLANTING PIT. CONTRACTOR SHALL WATER NEWLY PLANTED VEGETATION PRIOR TO MULCHING PLANTING PIT. ALL VOIDS SHALL BE FILLED AND SETTLING MITIGATED AS REQUIRED. ALUMINUM EDGING SHALL BE INSTALLED AROUND ALL PLANTING AREAS TO DELINEATE BETWEEN DIFFERENT LANDSCAPE MATERIALS. 12. AFTER INITIAL WATERING AND PRIOR TO MULCHING, CONTRACTOR SHALL APPLY HERBICIDES AND PRE -EMERGENT HERBICIDES AS REQUIRED TO ELIMINATE ANY WEED SEEDS OR PLANTS PRESENT ON ROOT BALL. 13. ALL PLANTING BEDS AND PITS EXCEPT FOR LANDSCAPE ISLANDS ADJACENT TO THE BUILDING AND DESIGNATED AREA AT THE FUEL VENT STACKS, SHALL BE MULCHED WITH DOUBLE GROUND HARDWOOD MULCH AT A MINIMUM DEPTH OF 3". LANDSCAPE ISLANDS ADJACENT TO DESIGNATED AREA AT FUEL STACKS SHALL BE MULCHED WITH T'4' "RIVER STONE" MULCH. FOR LANDSCAPES ADJACENT TO BUILDING, CONTACT PROJECT ENGINEER. 14. SEEDBED PREPARATION A. APPLY LIMESTONE AND FERTILIZER ACCORDING TO SOIL TESTS OR FERTILIZER MAY BE APPLIED AT THE RATE OF 260 POUNDS PER ACRE OR 6 POUNDS PER 1000 SQUARE FEET USING 10-20-10 OR EQUIVALENT. IN ADDITION, 300 POUNDS 4-1-2 PER ACRE OR EQUIVALENT OF SLOW RELEASE NITROGEN MAY BE USED IN LIEU OF TOPDRESSING. B. WORK LIME AND FERTILIZER INTO THE SOIL AS PRACTICAL TO A DEPTH OF 4-INCHES WITH A DISC, SPRING TOOTH HARROW OR OTHER SUITABLE EQUIPMENT. THE FINAL HARROWING OR DISKING OPERATION SHOULD PARALLEL TO THE GENERAL CONTOUR. CONTINUE TILLAGE UNTIL A REASONABLE UNIFORM, FINE SEEDBED IS PREPARED. ALL BUT CLAY OR SILTY SOILS AND COARSE SANDS SHOULD BE ROLLED TO FIRM THE SEEDBED WHEREVER FEASIBLE. C. INSPECT SEEDBED JUST BEFORE SEEDING. IF TRAFFIC HAS LEFT THE SOIL COMPACTED, THE AREA MUST BE RETILLED AND FIRMED AS OUTLINED BELOW. D. GRASS SEEDING MIXTURE AND APPLICATION RATE: PERCENTAGE OF TOTAL WEIGHT APPLICATION RATE SEED TYPE MINIMUM GERMINATION ALLOWED 5-7 LBS/1000 S.F. 60% "REBEL" TALL FESCUE 90-97 35% "YORKTOWN" PERENNIAL RYE 90-98 5% "STREEKER" REDTOP 90-92 E. IN AREAS DESIGNATED AS SOD, FESCUE SOD IS TO BE INSTALLED ON MINIMUM 4" TOPSOIL. AREAS TO BE SODDED ARE TO BE PREPARED AS NOTED FOR ABOVE SEEDED AREAS. 16. PLANT MATERIAL SHALL BE GUARANTEED FOR ONE YEAR FROM THE DATE OF SUBSTANTIAL COMPLETENESS. THE CONTRACTOR SHALL REPLACE PLANTS, DEAD, UNHEALTHY, DYING OR DAMAGED THROUGH LOSS OF BRANCHES AND/OR FOLIAGE. LAWNS THAT ARE NOT IN GOOD CONDITION AT THE END OF THE GUARANTEE PERIOD SHALL BE REPAIRED UNTIL A GOOD LAWN RESULTS. IT IS UNDERSTOOD THAT THE OWNER SHALL ASSUME RESPONSIBILITY FOR WATERING ALL PLANT MATERIAL AND LAWN AREA BEGINNING WITH THE DATE OF SUBSTANTIAL COMPLETENESS. GENERAL LANDSCAPING NOTES 1. 1. ALL LANDSCAPING SHALL BE INSTALLED BY THE FIRST PLANTING SEASON FOLLOWING THE ISSUANCE OF THE FIRST CERTIFICATE OF OCCUPANCY WITHIN THE DEVELOPMENT. 2. ALL LANDSCAPING AND SCREENING SHALL BE MAINTAINED IN A HEALTHY CONDITION BY THE CURRENT OWNER OR A PROPERTY OWNERS' ASSOCIATION. REPLACEMENT MATERIAL SHALL COMPLY WITH THE APPROVED LANDSCAPE PLAN. 3. ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, AND BE MAINTAINED AT, MATURE HEIGHT, THE TOPPING OF TREES IS PROHIBITED. SHRUBS AND TREES SHALL BE PRUNED MINIMALLY AND ONLY TO SUPPORT THE OVERALL HEALTH OF THE PLANT. LANDSCAPE REQUIREMENTS AND CALCULATIONS PER ALBEMARLE COUNTY CODE AND ARCHITECTURAL REVIEW BOARD DESIGN GUIDELINES: REQUIRED LANDSCAPING: SITE REQUIREMENT (32.7.9.8): 10% CANOPY REQUIRED SITE AREA: 90,839 SF X 10% = 9,084 SF CANOPY REQUIRED: 9,084 SF EXISTING CANOPY: 11,356 SF (PER PANTOPS CORNER DEVELOPMENT) CANOPY PROVIDED: 6,495 SF TOTAL CANOPY PROVIDED: 17,851 SF PARKING LANDSCAPE (32.7.9.6): 5% OF PARKING PAVED AREA. 36,054 SF X .05 = 1,803 SF REQUIRED: 1,803 SF OF LANDSCAPED AREA PROVIDED: 1,992 SF OF LANDSCAPED AREA LARGE SHADE TREES (2.5" CAL.) 48 PARKING SPACES (48 / 10 = 4.8) REQUIRED: 5 LARGE SHADE TREES PROVIDED: 6 LARGE SHADE TREES DUMPSTER ENCLOSURE TO BE SCREENED WITH 9 EVERGREEN SHRUBS. RETAINING WALL (2'-8') HT. TO BE SCREENED BY OTHERS PER THE PANTOPS CORNER DEVELOPMENT. ENTRY CORRIDOR OVERLAY: LARGE SHADE STREET TREE (3.5" CAL.) — 35" O.C. W/ INTERSPERSED ORNAMENTALS (6' HT.) & SHRUBS 5' O.C. ALONG RICHMOND ROAD 190 LF OF FRONTAGE/35 = 5.43 TREES 190 LF OF FRONTAGE/5 = 38 SHRUBS REQUIRED: 6 LARGE SHADE TREES W/ VARIABLE ORNAMENTALS & 38 SHRUBS PROVIDED: 7 LARGE SHADE TREES W/ 7 ORNAMENTAL TREES & 91 SHRUBS LARGE SHADE INTERIOR STREET TREES (2.5" CAL.) — 40' O.C. ALONG PANTOPS CORNER WAY AND TRAVELWAY B 479 LF OF FRONTAGE/40 = 11.98 TREES REQUIRED: 12 LARGE SHADE TREES EXISTING: 13 LARGE SHADE TREES (PER PANTOPS CORNER DEVELOPMENT) PARKING LOT LANDSCAPING KEY PLAN SCALE: 1" = 50'-0" EVERGREEN TREES 10 LARGE SHADE TREE GS UA ORNAMENTAL TREE CC CP DECIDUOUS SHRUBS RG EVERGREEN SHRUBS IGS MCE PFA RCE QTY BOTANICAL NAME COMMON NAME CONT SIZE 1 Ilex opaca American Holly B & B 6' HT MIN. QTY BOTANICAL NAME COMMON NAME CONT SIZE 6 Gleditsia triacanthos inermis 'Shademaster' TM Shademaster Locust B & B 2.5"Cal 7 Ulmus americana 'Princeton' American Elm B & B 3.5"Cal QTY BOTANICAL NAME COMMON NAME CONT SIZE 5 Cercis canadensis Eastern Redbud B & B 6' HT MIN. 4 Cornus florida 'Cherokee Princess' Cherokee Princess Dogwood B & B 6' HT MIN. QTY BOTANICAL NAME COMMON NAME CONT SIZE 24 Rhus aromatica 'Gro-Low' Gro-Low Fragrant Sumac Cont. 18" HT MIN. QTY BOTANICAL NAME COMMON NAME CONT SIZE 51 Ilex glabra 'Shamrock' Inkberry Cont. 24" HT MIN. 9 Myrica cerifera Wax Myrtle Cont. 24" HT MIN. 40 Pieris floribunda Mountain Pieris Cont. 24" HT MIN. 6 Rhododendron catawbiense Catawba Rhododendron Cont. 18" HT MIN. SITE LEGEND 1 MANAGED STEEP SLOPES --�; CANOPY COVERAGE 44 SF CANOPY COVERAGE 424 SF 397 SF CANOPY COVERAGE 124 S F 124 SF PARKING LOT MANAGED STEEP SLOPES LANDSCAPING AREA _ E.___� PAVED PARKING AREA i 3 Z�E� � tR t ��;::v LARGE PARKING LOT LANDSCAPING N,s SHADE TREE C is H 0 O J N w Q O> Q ry 0 z O 2 ENTRANCE SIGN (TO BE APPROVED UNDER SEPARATE PERMIT) 50. C REMARKS REMARKS Strong central leader 12' HT MIN, Strong central leader REMARKS Single -trunk, Strong central leader Strong central leader REMARKS Uniform; Dense; Full to the ground REMARKS Uniform; Dense; Full to the ground Uniform; Dense; Full to the ground Uniform; Dense; Full to the ground Uniform; Dense; Full to the ground GRAPHIC SCALE IN FEET 0 10 20 40 SCALE: 1" = 20' m 0 N w N � O F_ C/) U) o _O Cf) m > w —I I I I I I IzoI 0 N r� N U Q Z � w z F- Q O UO = 00 0 p _U U 00 U Q I z O r7 0 0 0 r, p Z N CO = Q LLJ S J O (n _ WLLJ Y � � O �� 0� Q 0 00 N J ® p O r- 7� ii I\L'1110,-"FO�l ' �C. BBIE D. ttO C;tt Lic. No. 1870 r 03/06/2020 r U z � U � N 0 O O a D O O N Ld c=n � m > n Qp Q 0 m m - Q o 0 o z o _L'i z Y Q �0- Q w V) o o C) Q (� z Q �_ 0 Q r?110 0 0 z 0 zryo �O�w _ 0 W < V. _U z Wco �o�- < r O U ❑ W J �z Q Q w Q SHEET NUMBER CP-101 L -0 Z Q - J 2 f_ Q - J A Z Q J I a- r J ,, s= U : a- Q a 0 0 L E- Q c a - a '- 0 T) 0 0 tz _U u 0 U - ir .. I N rl-i - O Elf U z I � £moo vI S� Y n � 0 ` 0 O N O U - w 0 Z Z Q a. J 0 J :- V) 0 a c , U -i ti 0 2� GENERAL NOTES 1. Plants shall be healthy, vigorous material, free of pests and diseases and are subject to approval/rejection of the Landscape Architect prior to, during and after installation. 2. Contractor shall identify all materials at growing location prior to purchase and submit digital photographs, and source list to the Landscape Architect for approval at a minimum of six (6) calendar weeks prior to installation. Plants not approved shall be resourced and resubmitted. Substitutions and/or modifications to planting layout, plant materials, etc. shall not be made without the written consent of the Landscape Architect. 3. Planting beds and individual tree plantings shall be mulched continuously as specified. 4. Prior to construction the contractor shall be responsible for locating underground utilities and execute work in a manner that avoids damage to utilities during the Course of work. Contractor shall be responsible or remedy of any damage to utilities, structures, site appurtenances that occur as a result of landscape related work. 5. Contractor is responsible for verifying quantities shown on documents. Field adjustments shall be approved by Landscape Architect prior to installation. Quantities indicated on drawings are for reference -it is the Contractor's responsibility to ensure full coverage of plants at the indicated spacing. 6. Contractor is responsible for maintenance of all plantings including, but not limited to watering, mowing, edging, spraying, mulching, fertilizing, of plantings and turf areas for one (1) calendar year from date of certificate of occupancy. Contractor is responsible for warranty of all plant material for a period of one (1) calendar year from date of certificate of occupancy. Warranty replacement planting shall meet or exceed the original specification identified on drawings. Replacement planting shall extend the same warranty as originally installed materials. Plantings and grass areas shall be flourishing and fully thriving at end of warranty period. 7. Plants identified for replacement by Owner, Landscape Architect shall be replaced immediately by the Contractor unless otherwise agreed upon. Plantings (trees, shrubs, groundcover) subject to replacement by warranty shall exhibit characteristics of 30% dead -per individual plant, non-contributing or disease compromised. Grass areas suitable for acceptance shall demonstrate 85% sustained/consistent and continuous, densely established coverage. 8. Contractor shall perform a site review at end of warranty period and provide the Owner with written documentation of the site, including plant health, warranty replacement items, and conditions that may be influencing plant health. Contractor shall remove from plants and site, all staking and guying material at end of warranty period. 9. Contractor shall comply with all local, state and federal requirements, codes and regulations related to the work undertaken. 10. All material includingplanting operation appurtenances shall be of domestic origin manufacture and p 9 P PP sourced within 100 miles of the project site. 11. Contractor is responsible for coordination among trades operating on site. Coordination and if necessary resulting modifications to schedules are responsibility of the Contractor. 12. All landscaped and lawn areas are to be irrigated. The General Contractor is responsible for providing a turnkey design build irrigation system as part of the base bid for the project. The contractor shall provide an irrigation plan and product installing irrigation sleeving as shown on the landscape plan prior to installation of paving materials. PERFORMANCE SPECIFICATION I. PLANTS A.General 1. Live healthy plants free of dead branches and parts 2. Free of disease insect injur y and damage 3. Unbroken, intact, dense and solid rootballs and containers, without cracks, flat sides or previously repaired damage. 4. Free of girdling roots or rootbound/circling container conditions 5. Plants of consistent in growth habit and healthy character 6. Free of compromising growth conditions such as weak crotch connections, crossed branches, snags and scars 7. Point of origin growing location within 100 miles of project site 8. Graded, standards, caliper, sizes and stock consistent with ANSI Z60.1, American Standard for Nursery Stock most current edition 9. Species identified consistent with Hortus Third., Concise Dictionary of Plants Cultivated in the United States and Canada, most current edition and Manual of Woody Plants: Their Identification, Ornamental Characteristics, Culture, Propagation and Uses, most current edition 10. All disturbed areas shall be grass seed unless otherwise identified on landscape plans B.Trees: 1. Deciduous Single Trunk a. Full, straight and upright with consistent symmetrical natural branching pattern throughout b. Branching Height -seven (7) feet to lowest branch in two years unless otherwise required by local jurisdiction 2. Deciduous Multi -Trunk a. Full and upright with straight consistent symmetrical natural branching pattern throughout b. Canes evenly spaced and of similar growth habit c. Free of suckers and extraneous branching 3. Evergreen Single -Trunk a. Full and upright with continuous symmetrical dense natural habit b. Clear branching height twelve (12) inches above top of rootball c. Free of suckers and extraneous branching d. Do not shear or otherwise prune to shape plantings C.Evergreen and Deciduous Shrubs 1. Full, dense and naturally symmetrical. 2. Consistent with container and/or balled and burlapped size 3. Free of suckers and extraneous branching 4. Do not shear or otherwise prune or shape plantings D.Evergreen and Deciduous Groundcover 1. Full and dense in pots or flats E. Perennials and Seasonal Color 1. Full and dense in pots or flats F. Turf Grass 1. Subgrade a. Soil Mix-10% Compost, 90% topsoil by volume b. Preparation -loosen subgrade to a minimum depth of four (4) inches. Remove all non -natural materials including litter, stones, sticks and all items greater than 3/ inch in any dimension c. Preparation -spread soil mix at a depth of four (4) inches continuously to meet grade elevations shown on drawings. Allow for thickness of sod when applicable 2. Grass Sod a. Install not longer than twenty-four (24) hours from harvest b. Grass bed not less than two (2) inches in continuous thickness c. 100% continuous live sod coverage after first growing season and at end of warranty period. d. Of uniform non -varying density and continuous texture quality capable of growth and development immediately upon installation. Weed and noxious plant free e. Stagger installation rows and place aligned parallel to contours f. Fill joints solidly with planting bed preparation soil g. Provide anchor pins at twenty-four (24) inches on center for slopes greater than 4:1 3. Grass Seed a. Mix approved by the Landscape Architect b. Provide first and new of year seed crops in mix free of weed seeds and deleterious matter c. Provide seed mix not greater than 15% annual or perennial rye d. Coverage 85% continuous coverage live stand after first growing season and at end of warranty e. Replacement or overseeding mixes consistent with original application/installation f. Provide erosion blankets or other slope retention methods as noted on drawings II. Materials and Appurtenances A.Testing 1. Materials testing information/certificates/dated labels shall be current to the project and performed/certified not greater than 120 calendar previous days from current date of submittal for review B.Top Soil 1. Neutral Ph balance 5.5 -7.5. Friable and containing 2.0-5.0% organic matter by dry weight. Continuously free of non -soil items such as stones, debris, sticks, trash, and deleterious matter greater than 3/ inch in any direction. Clay content shall not exceed 25%.Gravel content shall not exceed 10%. Silt shall not exceed 25% C. Use of Existing Topsoil 1. Existing topsoil on -site may be repurposed with prior Owner approval. Contractor shall provide soil testing and additive program that demonstrates consistent performance and characteristics and composition as identified herein. Owner shall approve soil testing and soil amendment/additive methods and procedures D. Shredded Hardwood Mulch 0 1. 100% organic shredded first year hardwood free of deleterious matter, rock, gravel and weed seed. Neutral Ph balance 5.5-7.5 E. Composted Pine Bark Fines 1. 100% organic ground pine bark with no particle dimension greater than %-inch and no greater than 10% wood content F. Compost Ph 1. Balanced 5.0-8.5 mature, stable and weed free produced by natural aerobic decomposition. Free of visible contaminants and toxic substances. Not greater than 5% sand, silt, clay or rock by dry weight. Consistent with US -EPA CFR Title 40 Part 503 Standards for Class A biosolids G.Compost Testing 1. Prior to delivery on -site, the following items are required for approval by Owner: Feedstock percentage in final compost product; statement that the products meets federal, state and local health safety requirements 2. Provide copy of lab analysis less than 120 calendar days old verifying that the product meets described physical requirements; chemical contaminants; Ph; physical contaminants; biological contaminants (including a statement that fecal coliform and salmonella testing and results comply with requirements of the US Composting Council Seal of Testing approval programs H.Planting Mix 1. 85% topsoil and 15% Compost I. Fertilizer 1. Granular 10% nitrogen, 6% Phosphorous, 4% Potassium granular form with 50% Nitrogen in organic form. Product and Material Safety Data as approved by Owner J. Herbicide 1. Product and Material Safety Data as approved by Owner K. Water 1. Potable only unless otherwise approved by Owner L. Hardwood Stakes 1. 2 x 2 x 48 inch square of sound hardwood, painted flat black on all sides M.Tree Ties 1. Villa Non -Abrasive Rubber Tree Ties or approved equal N. Filter Fabric 1. Mirafi 140-N or approved equal O.River Stone 1. Locally sourced, river rounded, unfaceted river stone/cobbles. 2. Size shall not exceed 3 total inches in any dimension. 3. Color and texture approved by Owner 4. When placed in concrete or mortar setting bed, tamp to secure and brush clear joints. 15. Concrete or mortar as approved by owner. O. Execution A.Site Conditions 1. Inspect site and notify Owner in writing of acceptance with indication that project conditions are acceptable are suitable to proceed with work. Notify Owner of any existing damage and/or other conflicting conditions. 2. Do not proceed with work until unsatisfactory conditions have been satisfactorily remedied. Notify Owner of acceptance prior to commencement of work. 3. Notify Owner in writing of any conditions that may preclude successful completion of work including items such as coordination with other trades, incomplete work, drainage, soil temperature and/or composition, access to storage/work areas, damage to conditions, etc. 4. Notify Owner in writing immediately of any items that may influence work schedule, timing of tasks, materials delivery and/or installation and warranty responsibilities. 5. Coordinate and cooperate with other trades working in and adjacent to work areas. Examine drawings of other trades which show development of the entire project and become familiar with the scope of required work by others. B.Planting Seasons Recommended seasons are a general guide based on historical climatic data and typical performance of plantings, and which vary dependent on project -specific environmental conditions. Due to construction schedules, recommended planting seasons may/may not coincide with request(s) for certificate of occupancy for projects. Coordination of planting installation and seasons shall be reviewed with Owner on an individual project basis. 1. Deciduous and Evergreen Trees a. Do not install/plant the following trees between September 15 and March 15 1. Oaks (Quercus Sp., Such as Q. rubra, Q. alba, Q. phellos, Q. coccinnea) 2. Dogwood (Corpus Sp.) 3. Sweetgum (Liquidambar Sp.) 4. All Conifers and Evergreens except White Pine (Pinus strobus Sp.) 2. Deciduous and Evergreen Shrubs a. Install/plant between March 15 and June 15 and/or September 15 and November 30 3. Perennials a. Install/plant between March 15 and June 15 and/or September 15 and November 30 4. Spring Flowering Bulbs a. Install/plant between September 15 and December 15 5. Seasonal Annuals a. Install/plant in season per approved schedule 6. Turf Grass a. Install/plant between March 15 and May 15 and/or September 15 and November 30 b. Do not install/plant seed or sod turf grass areas when ambient air temperature is below forty (40) degrees Fahrenheit, or forecast for a twelve (12) hour period after completion of work 7. No Plant Installation a. Do not install plantings or turf grass between June 15 and September 15, without approval by Owner C.Positioning & Location of Plantings 1. Position plants to show the most -prominent and well -formed face to most -public view 2. Field locate plants and location/spacing/dimension of planting beds on project site prior to beginning installation 3. Verify location of individual plants and plant beds prior to beginning installation. Do not proceed without Owner approval D. Implementation 1. Pursue work continuously without delay or interruption until completion unless notified otherwise by Owner 2. Provide project Submittals ahead of commencement of work. Landscape Architect requires a minimum of ten (10) working days from date of receipt for review of submittals and response to Owner and Contractor. Plan accordingly for procurement of materials 3. Continuously update implementation schedule and notify Owner of progress. Delays related to material availability are not cause for non -completion of scheduled delivery of work 4. Report delays due to weather or site conditions immediately upon finding. Provide recommendation for remedy of schedule delays. Do not work, place or modify frozen soil 5. Report delays due to extraordinary natural or other conditions beyond control of Contractor E. Clean Up 1. Remove trash, debris and work materials from site prior to request for substantial completion. Thoroughly clean surfaces impacted by work including building, parking areas, roadways, sidewalks, signs, lights, site furnishings, etc. 2. Repair any damage to existing conditions that occurred during execution of work. 3. All clean-upand demobilization procedures shall be performed to satisfaction of the Owner and Landscape p p p Architect. PREVAILING WIND I I DECIDUOUS TREE PLANTING NOT TO SCALE SHRUB PLANTING NOT TO SCALE aL LEADER E NURSERY STAKE 3RAISIVE RUBBER TIES (3) TWO INCH TREE STAKES. L 6" AWAY FROM EDGE OF THE 3ALL. STAKE LOCATION SHALL NOT ERE WITH PERMANENT BRANCHES. 3 SHALL BE PAINTED BLACK PRIOR TALLATION. TO MULCHING, LIGHTLY TAMP SOIL D THE ROOT BALL IN 6" LIFTS TO TREE. DO NOT OVER -COMPACT. THE PLANTING HOLE HAS BEEN LLED NED SOIL. TURN THE SOIL TO E COMPACTION TO THE AREA AND SHOWN. :R OF MULCH. ON TOP OF ROOT BALL SHALL NOT D 1" FINISHED GRADE. EXISTING SOIL. SCARIFY SIDES OF PLANTING PIT TOP OF ROOT BALL SHALL BE FLUSH WITH FINISHED GRADE. BOTTOM OF ROOT BALL RESTS ON EXISTING OR RECOMPACTING SOIL. SET SHRUB AT ORIGINAL GRADE OR UP TO 1/8 DEPTH OF ROOT BALL 2" SHREDDED HARDWOOD MULCH OR APPROVED EQUAL MAKE (3) -1" CUTS IN SIDES OF THE ROOTBALL PLANTING SOIL MIX PER PLANTING SPECIFICATIONS UNDISTURBED SOIL PEDESTAL NOTE: SHRUBS INSTALLED IN CONTINUOUS SUCCESSION OR LARGE BED SHALL BE PLACED IN ONE CONTINUOUS DEPTH BED =T TREE AT ORIGINAL GRADE OR UP TO 1/8 =PTH OF ROOT BALL SHREDDED HARDWOOD MULCH OR APPROVED EQUAL DIL SAUCER: USE PREPARED TOPSOIL, 6" MIN. 4RDWOOD STAKES (3) DPES AT TOP OF BALL SHALL BE CUT. REMOVE TOP 2 OF BURLAP. NON -BIODEGRADABLE MATERIAL -TALL BE TOTALLY REMOVED ANTING SOIL MIX PER PLANTING SPECIFICATIONS NDISTURBED SOIL PEDESTAL ORNAMENTAL TREE PLANTING NOT TO SCALE m County ofAlbenuide oLLJ C'ouservadou Matt Checklist -To be placed. ou Litudsc ape Plans 0 �- (tiaudbooh, ply 111-284-1t1-297 for complete sl,ee fications) Q N � 0 1s 'flte follo%0112.iteins Aiall fie Shown_on the [)[an - N/A Q I'rt:es. to be avcd.: Cd Limits Of elearirll (01.11sicle dripline of trees to be saved):. N/A Loc Mion kind type of protc ti5,e Petting; N/A0 Ginnie c:luingt s" requiring tree wells or wills; N/ACJ Proposed trcilching or ttinnel ttg beyond tire limits of clearlll,g 7. Nfar'kinus: in ,y U l kit r€it lie 4:1 All trees to lTt saved shall be 7 . 11111'i 4 t1 with print or ribbon i �ulit £ l£ iirl}' 6'Cl17ie.lU eilllFi3li7k tDC operators. w V) Z O Not4tctili shall t)c tti Litttll (lit; tree tnitt-kilI, liar beeti itrspecLed and approved try a C ouuty Ittspectoi% o ( - 3. Pre -Construction C wifereuce:- m > W rreC l7tt lei Ytltte7il itltCl lit't71e{ tlfitt measures shall be rev tt'S'dcd Witt) the et}i3tra tC)r tltt Slte. 4. Etltdoutent Operation ind Storatme. l'lc«Iv} _..CIt111'![1iL;tlty'y`Gbleiltar tlilttrC,kind .storage 4t147454tC.tCtto11 ITiiltcE`l`:Lt'_i 1tic tttt.tlE3� S£.T31 ;tltYll t'1Ctt be pe nit ttteCl i'Jft}!tF! the L1Pt1?lines Ut tCLtts' to be siived 5. Soil Erosion kind Storni4S!ater'Detention Devices: 0 �ulcll..deVice:S 3111111 [lot !IC}mScAy alleet, trec:i to be sac;'r;tl. o z 6. Fires. line Fires itre nor erm tted within 100 Feel. of the dri Aline of tree: to be Sav d. 17 drip `Toxic Nlawrials: o N Toxic inalterials shkill not be stored within 100 feet ofthe dripl€tit: of trees to be skived, N U 8. [�Irnfectiye fencing- Z "..�t `lI'Gc:b;: tt) ire I"C'Ctittt£tl tiVlCtttt] �ltl Tzar £!l'e[ )rc)Itf;sed t31111G}1t1� tir +�ratClltl�; E1CttVlty` ;aliall �?5; 1)ltits:C:tetl tJji liant(It�', 1 Uj 0 Fencingshall be in pkice atnd shrill be insp&h.A and upproved by it County hl!spector prior to 1 railing or construction. LLJ o Q 0 9. 'free %Veils: 0 v cc) o TJ WIlteu the ground ]eti°£ l must be raised within the driptine ofa tree to bo salved. a tree welt sball beprovided tl11(} at € t3Il lt't3etlttlt C151 til V � co C.) ai.Il7IIEi€t#1 1£7C approval. Q 0 I Z 00r-0 N `° 10. `free Walls: Q LU z El When the )Cuultd level nitt,t be lucvercCi wttlttrF rile Ctrs I1!!e l tree to b ci>d, c! tI'i evtill a1Fa1i be provided; z€ttcl t! C{tllSlrtt�'CtUtt: £fc tt31} b p l z -o w submitted fear approval.. 0 vim) 00 _J } 1« 't't"ertl«ltitt� ,loci `l�'tttilti:[ifltF: � }. o QLU When trenching is requirvil within tile limits of elearing, It shall be L}wie fits ibraway from the tronkgof ttees kis possibir, Tunneling J Z = under a lame trot• s liatl be considered its an alternative when it is allatic. ilmted drat necessary trenchirly %will ClCsiitr£ay feeder noire. �_J 12. Cleamil): 0 0 I Protective f.ent`log shall be [lie last items rviri£ veil during the 1. ntil elcunup.° 0 N J J @ §E (3. Dainwt_ed 'frees: s ® Dainuged trees shall lie treated laut ediattely byf prtining, ft rt l rtttivlt Itir otltt ' ttietllozl reC+szltsrieni3r d by° a tree specialist. o o r- N`o,rt.: rr I T11E DFA'ta1;f)1'LR"..S R S1'i;1tNSIBII 1'l'l"f O C.'C)tilzn t'i rrii 'r li, CONTRACTOR OR ON TREE" {.'[ilNSEJ�VA'FION Rf aQCI11'lLiNIENTS. 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THE SPILLOVER OF LIGHTING FROM LUMINAIRES PAVED 3.04 9.0 0.5 6.08 18.00 ONTO PUBLIC ROADS AND PROPERTY IN RESIDENTIAL OR RURAL AREAS ZONING DISTRICTS SHALL NOT EXCEED ROW 0.27 0.4 0.0 N.A. N.A. 4`5 I ONE HALF FOOTCANDLE. 0 Z 0.42 14.8 0.0 N.A. N.A. UNDEFINED 0 d On 0 V) ,j) 0 c: 0 V) c: < DESCRIPTION j 2 00 p ri W LUM NO. LABEL MTG. HT. 1 A4 20 2 A4 20 3 A4 20 4 A4 20 5 B2 20 6 B6 20 7 B4 20 8 B4 20 9 B4 20 10 C2 17 11 C2 17 12 C2 17 13 C2 17 14 C2 17 15 C2 17 16 C2 17 17 C2 17 18 C2 17 19 C2 17 20 C2 17 21 C2 17 22 C2 20 23 C2 20 24 C2 20 25 C2 20 26 C2 20 27 C2 20 28 C2 20 2 ggmilll LUM NO. LABEL MTG. HT. 29 C2 20 30 C2 20 31 C2 20 32 C2 20 33 C2 20 34 Dl 9 35 DI 9 36 Dl 9 37 Dl 9 38 DI 9 39 Dl 9 40 Dl 9 41 DI 9 42 Dl 9 43 Dl 9 44 si 9 45 si 9 46 S2 8.5 47 S2 8.5 48 wi 15 49 wi 15 50 wi 15 51 wi 15 52 wi 15 53 wi 15 54 W2 15 55 W2 15 56 W2 15 NOTES: - ALL AREA LIGHTS ON 19.5 FT. POLES MOUNTED ON 6 IN. CONCRETE BASES -ALL CONCRETE BASES TO BE LOCATED 5 FT. BEHIND CURB (UNLESS OTHERWISE NOTED) NOTES: ARE-EDG-4M-DA-06-E-UL-BZ-700-40K ARE-EDG-4M-DA-06-E-UL-BZ-525-40K CAN404-0S,'RD' 6-E-UL' H-350'40K KR6-20L-40K-120V + KR6T-SSGC-FF (HOUSING) FCWS7168-XXX-40K-2500-CRI85-CC SEC-EDG-4M-WM-04-E-UL-BZ-700-40K 0 z GRAPHIC SCALE IN FEET 0 10 20 40 SCALE: 1" = 20' O < o < 00 00 0 V) E 00 V) < 0 0 O_ N Li t CD Ld :D 00 -1 0 V) L'i z Ld 0 3: _j a- < _j 0 N 3: E 0 (D O CD I - - - , "I 'I; , I I �,� ,�, T i I � � - , , J, I , , I, I I * I . - � I . � . - - I I I . - , , I , � -- , , , . - . ,I I I -- - I I I - 1�1 I - � , -- . 'i U �� 3: F, - UI A �;� ,,, 1-1 , -1 �j - :E - f) `_1 - ,- D , , D I D 1 7 + - , - . I - Z D :J - , I - - I I - :) I I f) :, I�, , -j � J j- " r� U) , I - -- Q) , Q) �.- -C - 1) E 0 * - E t � 1� I- � D I I < i' j -, �, I � > - , C '! :5 � 0 - �� - ., Q) - -C U ' E Q) -0 � , < i . 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US: ulfraind,cra- I'llIC61236-dil 1`112,121504-5415 Canada; -.-.V-ade T 18201473-1234 F I-rdal 890-7507 304 Sfirieslm LED Recessed Catiopy Lum4raire .................. . .. - .......................................... � .............................. � ... � .......... ..... Product Specifications CONSTRUCTION & MATERIALS ; ; ; . A-5 Mcuni [i ... �-;,n li.,mi.,Jix colult"e.f"A ham t;i!3g.d ,,*I. cast ; ; aturrimum, ,and hicorpon,�e, mte,gral, high ptff,umanc� hestaiint fine ; ; : : � specificstil desl�,ed for LED ,d-py applicall,,'a I I ' , ROMllunlb,m .inehliusin :5 : 51 9 constructed I'mm, rk%elf die �aait ; al,hims. and features blo pal founriance sainiTtA aluminum -Tsiai,a ; ; : apstifi�atlj dec"ilned I., LED ca-py so : : . pflasti- it i - LED ufi,,al 1. m.dmCd in C sallied 1-th1qight call-, &,...be, that : . . � CE.-- 'cric- from b.L- the tahnn- ; : . F;C.0 adju3tabt. ddl. current Isn"nen 350,iA 525roA and 70' -A .11 � Nim-1c, afed lurrsn.;,rea ; ; - Ldr,f-, a housing prml-'ed .Ah fin,lori appLed' .dam Vaket arid ; ; - I P-id�s f.- a Waterught seat bet.seo tumilias-e houeong .I'd canivpy I deck I - 14-1 d;.�ttyt.th..��pyda,ke.di..��,,�d�.pt.��,,�thadis - in.'" "im I... I "-st at " 5 - Rlsana-t udod- �ntefnil idncian box .h I'll .bo- a.. .[ Insist., �-- Wdinnit ninni na spen itirri.elp 4 � � I - S'hal,la fo,use ; , si,n9j. INS V..int) .rdiluble IRD 140-10 si� n tar"ple, , With W I-10& ... ml .ide pallets ; - Designed f ...... id. of 19-V gasge [-xin-aln 0-0, Ill'i I m:ci,.essl , i . ,o - i .I. 24a �s,i.aT- canspy inaVoahes f-.r canaries uslillf 12' (F;5rimll deti, c,,C!;,,m. I - E.0""'. Cininfilat Citiaotiand. f:nh,h huiageii a!, E-Coa! cpli joinle, .ith a. trua-Durablia pavWis, taptoot, jsruiVaq extellint reAisterx. to ,-osior, 'eravistot Degnsdistisn and abes'llin. Buick, be Wc., sit"C', ,ndwhite at e a-tabbi ELECTRICAL 5YSIEM - lopetY.trig.; 120-27't,i�,*31,'�-48W,I*i)160:14C�a�l�ri�L�rs . Pinear Facton , 0.9 at full Load - local Ho'crilmle usbartiolu - '10% .I full WWJ . Inteit,al-atherlight.lWarl, lb.,�,itht,,.�l,..Ir�-,,ip.112r,.-236F.If-, . 11 il'syps"el-l-knip - I:it�9,�ilokv�"j.�.pp,�.i.np.t�'ti.�.,t.�,J"d Wfitt code r's to( - n -d'tt�t��.1,��lr��g,a5t,wbtvvi�j-�e�lty.��Cii)"-r.'.,,I I) d b,.j5e,jt.a,�lm.s,,�,u,��ut,t,iI - lOVS*u"CC.1ftht:O.I�mA REGULATORY &VOLUITTARYQUALIFICATIONS - l,ULdd Listed - S,doibl. 'I..- .at (.,:.list C - Meets Frc Pon 15 standards for innoluciell and ninjiated emhs�clls - Ert;=lar. .led 11`66 per JEC 6C529 - 1',kV sure. a.,ppoisse. protection liciad in accdmanc. .hh:EEE1ANSI C62.412 - L-inure end finish -Jorarr- tested to .itfiat.rd 5.UOU I.I.... .1 ithivaue i-blent son !og taildhis'. ini in XIAM Stand a,,] 8 117 - DLC quati5cd .no ,irdannI .bh?S or 51- epL' ,iss and 525 ., 700,A dl currant. Pt'ieli'l refer to -dosanlighdi's,jillpl.. fc, fn�)Ct clasr"'T iff-ratbar. .. - R�HS C-liU.M. Consult fa,my far Adhitrait denais - bl-�Lb Bily,Atmerics. require ... arAd'ivinird ARRA - ACA RESUAN75 Nakdrift. f-,-- .Ill �-,sli,a..il. V-11 - .-P6c'-6nni.c....wy US: tiolding.-ocis T 18001236-6300 F [2621504-WS I I I I . � � 304 Sta;Wl'Arolibarn Aletaidue Lumen, Mahicolmc� I I I I I . I I I I I I . - - -.111. - .- ... --,.- ,---.-.-, 1.1-1.1 ".-1-11 -41�5k-1,1-1-1- fli,- - I 1-1-1 . , , b )�k�� : 25K rur : I Am dier E l Wca f ! . 11., iln,jact.iV 1 F,aiald�,F clk�,tali I cel`,:slal�dl i �. I La4l' 1 LMF IMF Lill' ....... � .... � ... -.1 ........ I ..................... I ....... ... . ....................... I ...... I . . .................... . .... . .. ... . ... .... I .... .... ... I ..... - ..... a I Verii,Ft � I.Iis ll.ii � C.111 M5 0.13 I ! - . . . . .......... 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Us.l�ljriad for ra.const. orl:- app'Llcatilune, the KR Series is "Iditible iil a .1 iekie of vilar tumpstalaires, r"nd an it square tainni Wim h' :3h quality ,an,jued aluminum reflects, fwndi�e, . stsped cadUrg ads ptor -a-y, ,md -wnny of dmishing u psi.ru nictud imU C, - S.!i,:st Di oilning TLI-hndbady .hirh In -ses, Lh, Wo ... l tignt a r A trsis�hl , ' .-� ..",a non, �',S�K to I dit,10K as innu ,Vy as an incindescant source, Performance Summary - - ... - . � - - � � � � � � �. -.1-1.1 ... 11 .1 ... � I I I 11 11 .. I I . .1.111.111.1 I I . I 11 I I 11 I � z . Llnl�z,,a C,,,,lr `f,e��',,,IO l�,,ia),,l-,9y � . . I ...... ... 11.1. I 11 - 11 I'll 1. 11 . 11 � I - I I I I � - I .- � � - . 11 1 � - � - . . . .. � - l�WiaNr.e,94L....t9W',��DOW��,��,Deti��dl��Q.tp.t*,�typi�.1,,h...si,g.550C typ . ,efl-uir ,- . I - 1 -- �.. - 11 I .1 .11 I - 11 I .... I 1. .111, I I . � . . . its . , �Pdtftwjif, 0,V , e � I .. �- , , I . � Emergency Pcirl-in .... : Up to 1.21 0 Luanto.% IW, Minimum 70 Knulle I ..".11 I I � � ...... " - ....... 1.1--l-1-1.1 ..- 1. - - . . ............. ..... 1. - 1. � � . CR i ; 1, 911, I , I - � 1. � .-- -1-1-11-1 I .... � ... --.- I 11 I j CCT.ZlcMgs0CK,35:011,4GMK,SQ6QK q : l q �wt,�t,�y"",��o-iu��.$�"'�,�6n�f,��,,,�A��,�4�Y,,�.t��;,,,,��,'� � ..... - ........................... . I ... -1-11-1.1 --- ... 1-1 -1 --- --- 11. - I ....... -I 1. - I-- ; Lmdhicl'&-htj*� 1. yeare an KR61- rumln,tl I 11 , , I 11 I � . � . L"PuLall rinfrAley folanseliq 04<9 uplain DAN I cry, I 'fts, e,� U o t Dick l"Ill, ial, � ��,,�41,,uly ill i I � I a""lo"a, � s . "h "'t"'al, li�n.a � . . 1 � - I I'll, I I I . . . I I I ,�w,�,-�,'-,-,�,.,.-K,�,�,--�,-, Accessories I : U'Ard'itnarsafe S i.... � ................... � ......... -1-1- .... -.1-- ....... ---.- 11 ....... � ..... - - .. ----- .. . .................................................... ...... ..... ....... ..... I � Slaal.drialLsjAdall., C�Cllaarel Hares, ean� 1,11i Up � I , ; KIR5411"I'V R&A"Ir 'aln"I . i . - a-cCr-, � 5 ,i,il, �. -Fa� ,G0'I76W;-ar!- VV. 112 - -�1111- . I I I i ii,---] if I n'. . l3r,-�,d C Ch-ij k- - n, Z�;�lh RM124C. 1 Fl."�,, t-, : a 3112u;l�l lin. . : - Pell .1 24* (A 1 e-11 a I-V'Z' t"B-') K I 6 T, I ; ; t .,V, V3,s,nJ,u,!,�JC,cb.i1.i,91i4. -`hf-.�a.l,,.i,,ifl-'Fl,i,ad1 : r 1--le's .n 0.67 T.R-s" r I ................ - ................................................................................. . ....................................... .1 ... - .... I ............ - ... � .... I.....". ...... Ordering Information Fofty-tntrsdlumilua 1;s �,",;-d st n" .nipe-nua that must se .fdel" slop"abliy; E-,Pie� i1clsdog. 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I . ............... . . 1-1--.111-1 � Yeitar. .... -1- -.1-1- ........ .. . ......... ----- Woet, I ...... ....... � ..... -- ... -- .... � .... . ..... . ............. culissa I . . , - " .... 4 ........................ � ...................... � .... --- ......... . ...... ............... . .. . ....... � . .... : : , . 6 Mck I IL 1 aroa, 27A .... - .......... . only .. T-- .................... - ......... --- . ............ � ............ L I at.k . ..... � -- � ............................................................... . . 010 s,, ... t Can, . , : , . ! 6 R11-A 1 �nv,?ujl.,,,W,,1-1A!.M : 'I -27��A I Millis I - �,,e �,-j -tv": Orai � 'i, I . 'r . � oql� -9!.,,i,jl2I.4Vx,lh �r � ill, 1 IJL 1 6-ol -iLtr,.QL,,?-;j : ! Z77V 1 ,,wia"i-Tii.ii1l,0.,t., , Gi c,�'.4.,iy . : i IW. I'lWi-ra -61Lpa; : x1lite 30K : i ?77I Vc. I pl;0 E87 E=Cenicleack, : I I I �M : : 20L 341V I lay WI-lov0sainibri, - -lri- n ,nr��-s l yza, t'nia Lianl'la, - wtpa i ; : 35A alil'�,�o., I - fz�far l. -'s;A -libIley 6un - !hy. 277'�.,j ; 301. : 4C,,1A 1 ! I i z . ,�p i a � rs�h-., ,,'. ,a, l-.,--Wl �� 2 eri-ivHs-.---,-VA` � ; i 494 . ; . O'CIV 1 i i i L I ealax : I 1 : ; : ! ii W. a, ass I ,i - " a - - I&I Fiv , Is& i I : toll. i SsCu i i t i i : I . : j -ss,,a;'-,.*L z s7i?, 5�aw ul.. - a I LRV : . . i i j : ! ,sd�'L�,V ; 1: .&,A�,,�.,Wif�nd2rrra.* ; : �. .1 ... ...... . ............... � ............................... . ......... . . . . ... ._ .... ... .... ... .. I ! .......... . .. . a . .. . .... . . ............... � .... ... � . .................................. t ...... - ... . . . ......... � ...... . ............................ � ... J C R EE -',:' M IM Ra, usW;'413 !IX4-erf .A, CREE AlEffDa 'viij:, - x C@US TF---- 'We la$� lighfina,cre... fl'8001216-66UO F[2621�04-51115 C.a,L,. -asconsicarated. Ir [800143-1234 Fh1QIglr?VI1Q1 KR6In LED Specification Downlight - Round 6" I . Product Specifications . � I r I ; . . 1 . : 9,5#(;.$A�"�'-tAOI.�tA,k�U.io�i4oi��t�P44W � . i . � X I CREETRUIEWHITE-TECHNOLOGY i l------ . � . i �-�----------,---,-,�l-,-��---�-T��--�-1-��--- : I I . 'i,, A".,Vl,.,A,-Y"ayt.g.",.,�,��..N�.-,.V".,t".Yy,i",�'t.ii.,)�.t,C,��T,4�'t.,t�i�l` � -I;.: . : I inj'al n*;bs 1 I , t :itilthr I 2Khr 7&K h, I ICQKh, " Te�!�nslowj is a VA -led ,pp-ll ded'a-ur -t,,i,o tonibin'ti- of � j � ,;e. , ir CRI, iteilubf4t, fight ctwacnuist;ts, and lifermig caWr consiuttlicy, aRWh4e ,,� " Al I Cali .... a LIAF 1 L,r.,..c pi , vjo I Laos"r I : Filie'LeW call un,j, - Canu te'r LMF Li�'u I L11F I . nannisdaing itigh lumbilli;c afficacy - a five no ,nnifinarni.se acti,tion. . .. ........ - ........ I .. .... -- ......... � .......... - ..... � .... � ..... . ?i : -.,.JlaL I.15 -.i .................... � : .if,, . 1.li- ................ .1-1 .. ......... I ............................... AT 1.03 � I � I u-- CONSTRUCTIO14 & MATFAAL I . � L,and sil- I air t4l'o 1 A� - i 0,19 3V4 oic � O�Ba; .-� � - - . L- brightm,as pa,sti 5ii- Alask it-m- cars, 0.06' 12-1 thic" With paushed .di.. end -tinuous, scif-fiange � � - . f-4L-- Aid lul. LVI . - - I � 54 I . .. I'd nt. Lvi . 'J34 . 1 lw 4 lid e,fo 1 1,7 ... I . ..... 1fas I d? 11.02 - Solt SaC. 43tsw Cles r fmi5r. alards,d t I io'C 1 : .. 1 ku. lad sal. 'I I) , ' or 3.11 1 ,ilu - 2'($I�.tnj�pertur�th..tt.a��.,.�i�d.t�.tts!a.�,dard.,.�.i,tD 3* 1 ile � � - - ...... -iall-!C�11 a . '4'1C,L±M sit IM . I- : ms 1". -11 -1 - -1 - 11 � --i. � . ... � ...... . ... � ... : : 'j I a s�13 2.$2 " 171m.) thick Catirigs and ii-id. to.il,iLity "imounthg Within grid . . ; i ... - ..... J, -11, -- I � 1 l z i A 13L fa-1 : --�--- . t 1'9 ... . Fr�- - - -�,-w - - - - �Fir- - -- - I : rmvidod ,th quick rn-n-ling u.ckCt5 Ta, cpticilit,atirryi.9 tficinnals z i i : .,.a I li, . . ,. I 1.111. : i I., Ll---- ---I n.sl oall ; U.114 . . I Light to'g.4% splits, .ad ski ... atces5blit, from ber". ctiling i , slill'i - I . I i d! :: .� : . I 11.% 1 �ar �. 1-1. -.MT -- � � ELECTRICAL SYSTEM i 11 P.L.-d.!,�,.!t:- ...... 1:91 ........... P:,!!.l- ....... -- - � ... - I !::P-- ... -- Tie -r�� I ................... ............... 11.111.1. : - P.- Fact.,; � 0.7 for I Wi end 277Y i : A ; ,Fj i 2CL-A 11% ut ler � I - .I - I I � - 1 a.", . 11 - � I "'a ,'a, 1 aes 11 , ,. , � - - - - � I I I - Total rbiltriteilt: Distortion, � 20% at ToUsaid . . . . �, : "', an' , . I I .--i- I . ��,--- ]��- ---- i Y. !�L-- ..... 1,16 dil '17, -- r'.j-471 - - --'--- --- -'I- - - - - -- ',i9 - Input Ptinstar; 120, 27711,., 347V, SU/60HC : � L k are I j 1. - -- 1. te -- 25'c an 1.1.11 1 � I.-Ce --- t 0.14 'T On , -t-,,-��---- ,sea . Ill- - Operating Tamistratureflansin -16'C- r4f)'C (O*F- .10,'Fl; ridnoulm., ; 1771, i ilri?�!::- ...... ......... 11 ......... �'Zld, rail. i1w i ; .............. -- 1 aT2 . ...... IIV.�� ......... ... .. .�.; ..... .; .... ......... � .... .. � i A .peratim; remperavire,Mm EB7 option is G�C OrR . I , "d : ---- ........... . ..... -.1- ... � .............. .�. .... ... .J.2 I . 2,31-i'4 r6ii i � ...... �., . le . l6ji� , - TOY Source Clarricitz 91-4, T3L:- 0.15rok; 2OL-40L: 2.2-k 60L! O.IlmA . I lat, ; . � ... ---- .... � .... - .. I-- ... . [�ia ma : ..... r.�4i ............ -, 4 . : ,,, ............ 1�d'o : D �djol- d.17 i W10 *1 - 1*5�D � ��,. : � I.I.-I � 1-1--11 .. .... . , - , 1194 CONTROLS � - . I-- � i lal. �,ld sOL esa 1W.-- 1.113 it 0 33' - F�,�t-l�,d�o�t,�t.if�,ir.g,�f�,to��P.t,�t6��i��:�ty,��.�,t��9.p3 I - -, .. . ....... --- ... .. ... -.-..-.--.----- z . i; . , ,-.01"a. DW! . t� ". !, ,;iL-----,--.--r ---1 .... - -p- �--�.-.-� � sty - For uses,O]h Classai 2 dimming syntanns trilit, Reference i .-- . - Vc ' l.- L . a . ' . ' - a .1 � F-... Z� .. . ......... L- ILI . 109i - � �� tax list -FiY�w ---- htip,J,'�i,�l.ti?ig,cree.�.,T,tp,��u�t5And��ri,�w-,v�,sl.rutiion-do��.'P,�'�ghtsI I inii .��'- --1=--.-- � l �lil .,,a sal. IMA t em �- ----,.--. f3w- all l 0.72 kr-inine,f for iecommesdal dhinnip-9 unitrals and Wiling manpairti z 1 1 �- - 7, , . 1 V- s,.d lair C.71 - �796 : . I ialfs 1.74 2 s?s REGULATORY & VOLUR TARY UUALJFrWIQNS 1 . 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Impact resistant, UV stabilized, opal, parycLubortate diffuser. LED . Lemons stated are Rgurnum delivered out of the luminigre. LED lifetkne is greater than or equal to 70,000 hours Ivith the lumen depreciation greater than L70. All of our lunr�mdrrs ate tested to LM 80 with a minimum CRI of BO and color consistency of step 4 MucAdiam Ellipse. Integral power supply stafidard. Inputvollage 120V or 277V. Consult factory for diminiflu, all Ri ,color changing and any aingle, color options. FINISH . Six stage chemical pro-treabriturt process that includes ifisn phosphate, to prepare the substrate for a UV stable, super durable standard polyester powder coat. ELECTRICAL . Socket PL, Four pin pluti-in type compact fluorescent lamp holder. . Ballast PL: Fluorescent eleCtrottl UL listed balaq standard. Ballast 110.1, 3 ManUfactisfer Issued 5 year warranty. Electronic voltage 120V or277V isattaridaid. Please consult factory for other voltage options. LISTING . Elf-Itsted, L1,S. and CA. kleatsAUArequiremeni IP65 Rating, . Suitable 'or interior or exterior application C�xe accessory only), FO Qjtd,�.;, Ux� niole,e3thle,ijit ba0uevni Us NiAdetagit, or apocificatkantanit,aut maco� Product oaocertfi,� agneariumtro FG TJOhlinlin, seme " Conditions. --. I 11 - . -111 I 11 - I 1.11,11, - --- ---- --- ---. -- I - � .. I-- � --l- ... I ... .11-1-111 - .... 111.11 ... - ...... * * * * * * 02.017. I`Ctohllcti,ls� ��W�)S..,-,A.,,Sr,Cl�.l�.,,LE0174 p.300-aUG-1730 LIKKIsdit-aloO -111191ifing-rd N'M Ri'mil = ..... F.. --- . ...... . I ....... 1 : -,,- . w - - = : E=- H ... i - I --= t ..... I;.. I ! r- ----- -� i ! I ; i i : i I i t I : . � I ------------- � ... . ... � � . i . � [T ..... : 1 24 in 4in . .--...-..--.I - I : i i IT - - - -1 I I 4 : ! !I J� '�, 11 : i- - - �-` ! . I I 1 ! : � i . - - t - - I : ......................... I ... ... .... ..... ...... �::�� .............. - ....... .... % E. 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" Cs�flilil refor I � P E, G- I F I D'AT'l -0 IT , , I MOUNTING . f4lounts directly to,itandard junction Lax. In masonry, use four (4) 0,25' x 0,75'screwsvifth lead anchors (box and fauN,ands, by other-0. CONSIRUCIRIN . Itylal grade, corrosion resistant, heati gauge aluminum. One Standard face and three optional faces available for different looks. . Easy access maintenance. Impact resistant, LIV stabilized, opal, polycarburratia diffuser. LED . Lurneris stated ate Oila minimum digiveded out of the Imninate. LED lifetime is greater than or equal to 70,000 hours with the la"Len depreciation greater than L70. All of our furninaires are LM-80 Tested and we �: CRIBO, with -a 4-siLp tilac;kdarn Ellipse color consistancy, Integral power supply standard. Input voltage 120V or 277V starinfard, FINISH . Six stage chemical pfe-treatment process that includes ban phosphate, to prepate the substrate for a UV stable, super duroble standard polyester powder coat. Optional amccat proca,as is added to thastandard falheii Including zinc phosphate for a 5 War limited warranty on t the fintsh. ELECTRICAL . Socket: PL, Four pin plug-in type compactfluorescent. lamp holder. . Ballast PL,. Fluorescent electiorto voltage dedicated, UL listed ballast standard. Ballast has a manaffacti Der issued 5 year warranty. Ffectrunictiolta5e, 120V or 277V is standard. Isleasse consult factory for other voltage options. LISTRIG . ErL lhsted� Ui and CA. Ili ADA requirements, IP65 Rating. . Suitable for interior or exterior application (lx' accessory only). 111- I I - I - - 1-1- - -- �. .1 I . 1-11 I - �.. I 11 '-.- I I I I I I - * anedxcv�w,,wio k" du �,,,,e, rui,Wel, qv�.h club owc�o us ausentroma A"Its fol"se"q �.a I 11 1- 11-1--- -1-11 1- -, -1111-1-11 ---., 11 I I � rc�"It'�,,�,4,�.--,�..i4��.".,��.�-,i�v,�.,�,��td�,,�..,V�4�.�t..i,;W.d.;L,P,.�.V. RW�,t,..,W.�-,,.A.�FCL�,�.,�'��,�.d-W-.a, - , , 1- ... I - 11-11 I . 1.1-1 � - - . . -- � - -.-. 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