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HomeMy WebLinkAboutSDP202100097 Plan - Submittal (First) 2021-12-27VEHICLE TRIP GENERATION TOWNPLACE INN AND SUITES SITE DATA: TAX MAP PARCEL AND OWNER INFO: TMP 78-9D (07800-00-00-009D0) ALBEMARLE HOTEL, LLC 195 RIVERBEND DRIVE CHARLOTTESVILLE, VA 22911 TOTAL PARCEL AREA: 2.4 ACRES LIMITS OF DISTURBANCE: 2.26 ACRES ZONING: HIGHWAY COMMERCIAL (HC) MAGISTERIAL DISTRICT: RIVANNA ABUTTING PARCELS: TMP 78-9B(07800-00-00-009130) GUADALAJARA CORPORATION IV ZONED: HIGHWAY COMMERCIAL (HC) USE: RESTAURANT TMP 78-9C (07800-00-00-009C0) TAP INVESTMENTS, LLC ZONED: HIGHWAY COMMERCIAL (HC) USE: NEIGHBORHOOD SHOPPING TMP 78-llBl (07800-00-00-011131) SANDAV, LLC ZONED: HIGHWAY COMMERCIAL (HC) USE: VACANT COMMERCIAL LAND SOURCE OF SURVEY, BOUNDARY, AND TOPOGRAPHY: RUMMEL, KLEPPER & KAHL, LLP VERTICAL DATUM REFERENCE: NAVD 88 UTILITIES: WATER AND SANITARY SEWER DRAINAGE DISTRICT: MEADOW CREEK - RIVANNA RIVER WATERSHED ADJACENT WATERCOURSES: TRIBUTARY TO RIVANNA RIVER THE SITE IS NOT LOCATED WITHIN THE WATERSHED OF A PUBLIC WATER RESERVOIR. FLOODPLAIN: THE SITE HAS NO REGULATED FLOODPLAIN ON THE SUBJECT PROPERTY, REFERRING TO FEMA FIRM PANEL:51003CO287D, FLOOD HAZARD ZONE:X CRITICAL SLOPES: THERE ARE NO CRITICAL SLOPES THAT EXIST ON THE SITE. THE SITE CONTAINS MANAGED STEEP SLOPES. EXISTING LANDSCAPE FEATURES: PREVIOUSLY DISTURBED - GRASS AND SPARSE TREES ZONING SITE REQUIREMENTS: USE CURRENT: VACANT PROPOSED: HOTEL (119 UNITS; 78,500 GFA) SETBACKS BUILDING: FRONT: 10' MINIMUM FROM RIGHT-OF-WAY OR EDGE OF SIDEWALK OUTSIDE OF ROW FRONT: 30' MAXIMUM FROM RIGHT-OF-WAY OR EDGE OF SIDEWALK OUTSIDE OF ROW PARKING: FRONT: 10' MINIMUM FROM ANY PUBLIC STREET RIGHT-OF-WAY BUILDING HEIGHT MAXIMUM ALLOWABLE BUILDING HEIGHT: 65 FEET (HIGHWAY COMMERCIAL DISTRICT) MINIMUM 15' STEPBACK FOR EACH STORY THAT BEGINS 40' IN HEIGHT OR ABOVE THE THIRD STORY, WHICH EVER COMES FIRST. PROPOSED MAX BUILDING HEIGHT 60.83' (HIGH PARAPET) PROPOSED STEP BACK BUILDING HEIGHT 35.83' (PARAPET - 15.92' STEP BACK) PARKING REQUIRED PARKING: HOTEL USE: 1 SPACE PER GUEST ROOM (1 SPACE X 119 GUEST ROOMS) = 119 SPACES TOTAL PARKING REQUIRED: 119 SPACES PARKING PROVIDED: 120 SPACES IMPERVIOUS AREA EXISTING IMPERVIOUS AREA: 0.017 ACRES PROPOSED IMPERVIOUS AREA: 1.66 ACRES Trio Generation forTownolace Inn and Suites LAND USE ITE CODE AMOUNT UNITS WEEKDAY AM PEAK HOUR PM PEAK HOUR ADT IN OUT TOTAL IN OUT TOTAL Hotel 310 119 Rooms 995 35 30 64 42 1 30 1 73 INITIAL SITE PLAN COUNTY OF ALBEMARLE, VIRGINIA DECEMBER 27, 2021 a a •; f wti�J PROJECT SITE 4 r VICINITY MAP SCALE 1" :1000' OWNER: ALBEMARLE HOTEL, LLC 195 RIVERBEND DRIVE CHARLOTTESVILLE, VA DEVELOPER: HMP PROPERTIES, LLC 5388 DISCOVERY PARK BLVD STE 300 WILLIAMSBURG, VA 23188 CONTACT: ASIM KUMAR PHONE: 804-273-9811 ENGINEER OF RECORD: TIMMONS GROUP 608 PRESTON AVENUE, SUITE 200 CHARLOTTESVILLE, VA 22903 CONTACT: TELEPHONE: Sheet List Table Sheet Number Sheet Title C0.0 COVER SHEET C1.0 NOTES AND DETAILS C1.1 NOTES AND DETAILS C2.0 EXISTING CONDITIONS C4.0 LAYOUT AND UTULITIES C5.0 GRADING AND DRAINAGE PLAN L1.0 LANDSCAPE PLAN L2.0 LANDSCAPE NOTES AND DETAILS L3.0 SITE LIGHTING AND PHOTOMETRIC PLAN TOTAL NUMBER OF SHEETS: 9 SIGNATURE PANEL: DEPARTMENT OF COMMUNITY DEVELOPMENT PLANNING & ZONING ENGINEERING INSPECTIONS E911 DEPARTMENT OF FIRE AND RESCUE ALBEMARLE COUNTY SERVICE AUTHORITY VIRGINIA DEPARTMENT OF TRANSPORTATION VIRGINIA DEPARTMENT OF HEALTH ARCHITECTURAL REVIEW BOARD APPROVAL DATE Bryan D. Cichocki Z' Lie. No. 53741 N z 0 f 54 DATE 1212712021 DRAWN BY Tre Bright DESIGNED BY Tre Bright CHECKED BY Bryan Cichocki SCALE N/A w I— I— 1 D (� a Z_ lY z>w Q LL W zQ= U' z w I-1 m cc LULL a ° W > U Q r z ~ 0 JJ ° U LL z 0 L LM JOB NO. 49421 SHEET NO. C0.0 3 0 GENERAL NOTES 1. CONTRACTOR SHALL COORDINATE ALL REQUIREMENTS FOR AS BUILT DOCUMENTATION, AS REQUIRED BY THE LOCALITY. THIS INCLUDES, BUT IS NOT LIMITED TO, TESTING, INSTALLATION DOCUMENTATION, SURVEY, ETC. ALL REQUIREMENTS SHALL BE DISCUSSED WITH THE LOCALITY PRIOR TO THE BEGINNING CONSTRUCTION. 2. ALL MATERIALS AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH CURRENT VIRGINIA DEPARTMENT OF TRANSPORTATION'S SPECIFICATIONS AND STANDARDS. 3. PRIOR TO ANY CONSTRUCTION, THE CONTRACTOR SHALL CONSULT THE ENGINEER AND VERIFY THE APPROVAL OF THE PLANS BY ALL FEDERAL, STATE AND LOCAL AGENCIES. 3. LAND USE PERMITS (LUP-A) MUST BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION PRIOR TO BEGINNING ANY CONSTRUCTION WITHIN THE EXISTING STATE MAINTAINED RIGHT OF WAY (INCLUDING ACCESS). 4. VDOT IS TO RECEIVE WRITTEN NOTIFICATION 48 HOURS PRIOR TO COMMENCING WITH INITIAL CONSTRUCTION ACTIVITIES. 5. THE CONTRACTOR SHALL VERIFY THE ELEVATIONS OF ALL POINTS OF CONNECTION OR PROPOSED WORK TO EXISTING CURBS, SANITARY LINES, WATERLINES, ETC, PRIOR TO CONSTRUCTION. 6. UPON DISCOVERY OF SOILS THAT ARE UNSUITABLE FOR FOUNDATIONS, SUBGRADES, OR OTHER ROADWAY CONSTRUCTION PURPOSES, THE CONTRACTOR SHALL IMMEDIATELY CONTACT THE OWNER. THESE AREAS SHALL BE EXCAVATED BELOW PLAN GRADE AS DIRECTED BY THE OWNER'S REPRESENTATIVE, BACKFILLED WITH SUITABLE MATERIAL AND COMPACTED IN ACCORDANCE WITH SPECIFICATIONS. 7. ALL STORM SEWER DESIGN AND CONSTRUCTION TO BE IN ACCORDANCE WITH VDOT STANDARDS. 8. ALL STORM SEWER PIPE SHALL BE REINFORCED TONGUE AND GROVE CONCRETE PIPE IN ACCORDANCE WITH ASTM-C-76. PIPE WITHIN THE RIGHT OF WAY SHALL BE MINIMUM CLASS III OR GREATER IN ACCORDANCE WITH CURRENT VDOT STANDARDS AND SPECIFICATIONS. 9. IF PRE -CAST UNITS ARE TO BE USED, VDOT SHALL BE NOTIFIED AND THE MANUFACTURER SHALL SUBMIT DRAWING DETAILS FOR REVIEW. CERTIFICATION AND VDOT STAMP WILL BE REQUIRED ON ALL UNITS. 10. ALL CONCRETE SHALL BE A3-AE (AIR ENTRAINED 3,000 PSI), UNLESS OTHERWISE NOTED. 11. ALL ENTRANCES ARE TO BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH CURRENT VDOT STANDARDS. 12. DESIGN CHANGES, SPECIFIED MATERIALS CHANGES AND/OR FIELD CHANGES FROM THE APPROVED PLANS NEED TO BE RESUBMITTED TO THE ENGINEER PRIOR TO PROCEEDING WITH THE WORK. A LETTER OF EXPLANATION SHALL ACCOMPANY THE REVISED PLANS AND/OR THE DRAINAGE CALCULATIONS, WHICH MUST BE SUBMITTED AND APPROVED BY THE ENGINEER. 13. CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND UTILITIES SHOWN ON PLANS IN AREAS OF CONSTRUCTION PRIOR TO STARTING WORK. CONTACT ENGINEER IMMEDIATELY IF LOCATION OR ELEVATION IS DIFFERENT FROM THAT SHOWN ON PLAN. IF THERE APPEARS TO BE A CONFLICT, AND/OR UPON DISCOVERY OF ANY UTILITY NOT SHOWN ON THIS PLAN, CALL MISS UTILITY OF CENTRAL VIRGINIA AT 1-800-552-7001. THE OWNER SHALL BE RESPONSIBLE FOR THE RELOCATION OF ANY UTILITY WITHIN EXISTING AND/OR PROPOSED RIGHT-OF-WAY REQUIRED BY THE DEVELOPMENT. 14. CASING SLEEVES SHALL BE PLACED AT ALL ROAD CROSSINGS FOR GAS, POWER, TELEPHONE AND CABLE TV SERVICE TRUNK LINES. (N/A) 15. THE INSTALLATION OF SEWER, WATER, AND GAS MAINS (INCLUDING SERVICE LATERALS AND SLEEVES) SHALL BE COMPLETED PRIOR TO THE PLACEMENT OF AGGREGATE BASE COURSE. 16. VDOT & ALBEMARLE COUNTY APPROVAL OF CONSTRUCTION PLANS DOES NOT PRECLUDE THE RIGHT TO REQUIRE ADDITIONAL FACILITIES AS DEEMED NECESSARY. 17. VDOT SHALL HAVE APPROVED THE AGGREGATE BASE COURSE(S) FOR DEPTH, TEMPLATE AND PERFORMED THE REQUIRED FIELD INSPECTION (PROOF ROLL) PRIOR TO PLACEMENT OF ANY SURFACE COURSE(S). CONTACT THE OWNER'S REPRESENTATIVE FOR INSPECTION FOR THE AGGREGATE BASE COURSE(S) 48 HOURS PRIOR TO APPLICATION OF THE SURFACE COURSE(S). 18. A PRIME COAT SEAL BETWEEN THE AGGREGATE BASE AND BITUMINOUS CONCRETE WILL BE REQUIRED AT THE RATE OF 0.30 GALLONS PER SQUARE YARD (REC-250 PRIME COAT) PER VDOT STANDARDS AND SPECIFICATIONS. 19. THE SCHEDULING OF AGGREGATE BASE INSTALLATION AND SUBSEQUENT PAVING ACTIVITIES SHALL ACCOMMODATE FORECAST WEATHER CONDITIONS PER SECTION 315 OF THE ROAD AND BRIDGE SPECIFICATIONS. 20. THE OWNER'S REPRESENTATIVE SHALL HAVE APPROVED THE AGGREGATE BASE COURSE(S) FOR DEPTH, TEMPLATE AND PERFORMED THE REQUIRED FIELD INSPECTION (PROOF ROLL) PRIOR TO PLACEMENT OF ANY SURFACE COURSE(S). CONTACT THE OWNER FOR INSPECTION FOR THE AGGREGATE BASE COURSE(S) 48 HOURS PRIOR TO APPLICATION OF THE SURFACE COURSE(S). 21. A GEOTECHNICAL ENGINEER IS TO ASCERTAIN CAUSE AND CERTIFY RECOMMENDED METHOD OF REPAIR FOR ALL PAVEMENT STRUCTURAL FAILURES PRIOR TO STATE ACCEPTANCE. (N/A) 22. ALL VEGETATION AND ORGANIC MATERIAL IS TO BE REMOVED FROM THE PROPOSED PAVEMENT LIMITS PRIOR TO CONDITIONING OF THE SUBGRADE. 23. CERTIFICATION AND SOURCE OF MATERIALS ARE TO BE SUBMITTED TO THE OWNER'S REPRESENTATIVE FOR ALL MATERIALS AND BE IN ACCORDANCE WITH THE ROAD AND BRIDGE SPECIFICATIONS, AND ROAD AND BRIDGE STANDARDS. 24. APPROVAL OF A DETAILED CONSTRUCTION SEQUENCING/MAINTENANCE OF TRAFFIC NARRATIVE FOR THE WORK ZONE IS A PREREQUISITE FOR ISSUANCE OF A LAND USE PERMIT ALLOWING ACCESS TO AND CONSTRUCTION WITHIN VDOT MAINTAINED RIGHT OF WAY. (N/A) 25. GRADE LINES ON PROFILES DENOTE FINISHED GRADE OF CENTER LINE OF ROAD. (N/A) 26. ALL APPROACH GUTTERS TO SAG INLETS SHALL MAINTAIN A MINIMUM SLOPE OF 0.004 ft./ft. 27. WHERE A TYPE "B" NOSE IS SPECIFIED ON AN INLET IN CONJUNCTION WITH ROLL FACE CURB AND GUTTER OR CG-7, THERE SHALL BE A 20' TRANSITION ON EACH SIDE OF THE INLET. (N/A) 28. CONTRACTOR SHALL PROVIDE A SEQUENCE OF CONSTRUCTION/MAINTENANCE OF TRAFFIC PLAN IN ACCORDANCE WITH THE STANDARDS AND GUIDELINES CONTAINED IN THE 2011 EDITION OF THE VIRGINIA WORK AREA PROTECTION MANUAL FOR REVIEW BY THE ENGINEER, OWNER'S REPRESENTATIVE, AND VDOT PRIOR TO STARTING WORK THAT IMPACTS TRAFFIC ON STATE ROADS. 29. ALL NEW HANDICAP ACCESSIBLE REQUIREMENTS ON -SITE AND WITHIN ALL NEW STRUCTURES SHALL COMPLY WITH THE 2015 UNIFORM STATEWIDE BUILDING CODE, 2015 VIRGINIA CONSTRUCTION CODE, 2010 ADA STANDARDS FOR ACCESSIBLE DESIGN, AND ICC/ANSI All 17.1-03. 30. THE CLEAR ZONE IS TO BE FREE OF STORED MATERIALS AND PARKED EQUIPMENT. 31. HORIZONTAL AND VERTICAL SIGHT DISTANCES SHALL BE FREE OF PARKED VEHICLES. 32. ALL EXCAVATED AREAS WITHIN THE CLEAR ZONE THAT HAVE A DEPTH GREATER THAN 6" SHALL HAVE A 6:1 STONE WEDGE PLACED AT THE END OF THE DAY 33. VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE ELIMINATED. 34. ACCESSIBLE PARKING SPACES AND ACCESS AISLES SHALL NOT HAVE A SURFACE SLOPE GREATER THAN 1:48. ACCESS AISLES SHALL BE AT THE SAME LEVEL AS THE PARKING SPACE THEY SERVE. ACCESSIBLE PARKING SPACES SHALL BE LOCATED ON THE SHORTEST ACCESSIBLE ROUTE OF TRAVEL FROM ADJACENT PARKING TO AND ACCESSIBLE BUILDING ENTRANCE. IN PARKING FACILITIES THAT DO NOT SERVE A PARTICULAR BUILDING, ACCESSIBLE PARKING SPACES SHALL BE LOCATED ON THE SHORTEST ROUTE TO AN ACCESSIBLE PEDESTRIAN ENTRANCE TO THE PARKING FACILITY. WHERE BUILDINGS HAVE MULTIPLE ACCESSIBLE ENTRANCES WITH ADJACENT PARKING, ACCESSIBLE PARKING SPACES SHALL BE DISPERSED AND LOCATED NEAR THE ACCESSIBLE ENTRANCES. 35. ALL ROOF DRAINS SHALL DISCHARGE IN A MANNER NOT TO CAUSE A PUBLIC NUISANCE AND NOT OVER SIDEWALKS. ALBEMARLE COUNTY ENGINEERING GENERAL CONSTRUCTION NOTES 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT OF WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT. 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND MUST BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. 5. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL:VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED. 6. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. 8. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS III. 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). 10. RETAINING WALLS GREATER THAN 3 FEET IN HEIGHT REQUIRE A SEPARATE BUILDING PERMIT. WALLS EXCEEDING 4 FEET IN HEIGHT REQUIRE A STAMPED ENGINEERED DESIGN ALSO. WALLS REQUIRE INSPECTIONS AS OUTLINED IN THE USBC. 11. ALL WATER LINES, SEWER LINES AND FIRE LINES FROM THE MAIN TO THE STRUCTURE MUST HAVE A VISUAL INSPECTION PERFORMED BY THE BUILDING DEPARTMENT. 2 x 4 RAILS BLASTING NOTES 1. BLASTING SHALL NOT BE PERMITTED ON THIS PROJECT. ALBEMARLE COUNTY STORMWATER MANAGEMENT NOTES 1. ALL DAMS AND CONSTRUCTED FILL TO BE WITHIN 95% OF MAXIMUM DRY DENSITY AND 2% OF OPTIMUM MOISTURE CONTENT. ALL FILL MATERIAL TO BE APPROVED BY A GEOTECHNICAL ENGINEER. A GEOTECHNICAL ENGINEER IS TO BE PRESENT DURING CONSTRUCTION OF DAMS. 2. PIPE AND RISER JOINTS ARE TO BE WATERTIGHT WITHIN STORMWATER MANAGEMENT FACILITIES. 3. FOR TEMPORARY SEDIMENT TRAPS OR BASINS WHICH ARE TO BE CONVERTED TO PERMANENT STORMWATER MANAGEMENT FACILITIES; CONVERSION IS NOT TO TAKE PLACE UNTIL THE SITE IS STABILIZED, AND PERMISSION HAS BEEN OBTAINED FROM THE COUNTY EROSION CONTROL INSPECTOR. ACSA GENERAL WATER & SEWER CONDITIONS SEPTEMBER 14, 2021 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA) INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER ACSA OFFICIALS AT THE START OF THE WORK. 2. THE ALBEMARLE COUNTY SERVICE AUTHORITY SHALL HAVE ACCESS TO USE THE AIRSPACE ABOVE THE LOCATIONS OF CONSTRUCTION FOR THE FLIGHT OF UNMANNED AERIAL VEHICLES FOR THE PURPOSE OF IMAGERY COLLECTION. 3. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL, ON HIS OWN INITIATIVE, LOCATE ALL UNDERGROUND LINES AND STRUCTURES, AS NECESSARY. 4. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS, AS ADOPTED BY THE ACSA. 5. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1-800-552-7001). 7. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF THREE AND A HALF (3.5) FEET OF COVER MEASURED FROM THE TOP OF PIPE, OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATER LINES, ETC. 8. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. 9. VALVES ON DEAD END LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. 10. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT. 11. THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NO -LEAD REGULATION REGARDING BRASS FITTINGS EFFECTIVE JANUARY 4 2014 SENATE BILL 3874 WHICH AMENDS THE SAFE DRINKING WATER ACT). 12. THE SEWER LATERAL BEYOND THE CONNECTION AT THE SEWER MAIN SHALL BE PRIVATE. THE SEWER LATERAL STUB -OUT SHALL UNDERGO THE ACSA LOW-PRESSURE AIR TEST TO SATISFY COUNTY TESTING REQUIREMENTS. VISUAL INSPECTION OF THE SEWER LATERAL STUB -OUT SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. 13. THE SEWER LATERAL BEYOND THE CONNECTION AT A MANHOLE SHALL BE PRIVATE. VISUAL INSPECTION AND PRESSURE TESTING OF THE SEWER LATERAL SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. 14. THE FIRE SPRINKLER MAIN DOWNSTREAM OF THE GATE VALVE IS PRIVATE. VISUAL INSPECTION AND TESTING OF THE FIRE SPRINKLER MAIN DOWNSTREAM OF THE GATE VALVE SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. 15. ALL FLUSHING OF FIRE SPRINKLER MAINS SHALL NOT OCCUR UNTIL APPROVAL IS GIVEN BY THE ACSA. 16. PRIOR TO BACKFLOW PREVENTION DEVICE TESTING AND THE ESTABLISHMENT OF WATER SERVICE, ALL BACKFLOW PREVENTION DEVICE INSTALLATIONS SHALL MEET THE ACSA BACKFLOW REQUIREMENTS AS DETAILED IN SECTION 8 OF THE MOST RECENT REVISION OF THE ACSA RULES AND REGAULTIONS. 17. A DEED OF EASEMENT AND EASEMENT PLAT FOR THE UTILITY EASEMENTS, APPROVED BY THE ACSA, SHALL BE RECORDED PRIOR TO ANY WATER AND/OR SEWER SERVICE BEING ESTABLISHED. vr:1.►»rr�1.ly�cy PER PLAN x 4 METAL POST PER PLAN CONC. PAD PER PLAN 1 x 6 OUTSIDE ELEVATION 3 SIDES VARIES VARIES NOTE.- ALL LUMBER SHALL BE PRESSURE TREATED INSIDE ELEVATION 3 SIDES 1/ H Cl F, DUMPSTER ENCLOSURE DETAILS N.T.S. 4 x 4 METAL POST UNLESS OTHERWISE NOTED ON PLAN 2X4RAIL CONC. 1 x 4 CAP OVER OUTSIDE GATE VIEW J I.AJ I CR YYfIGGLJ INSIDE GATE VIEW (TYP.) 3'-0" 1 x 6 TRIMMER 1 x 6 SIDING 3'-O" -i }^ 12" POST ELEVATION VDOT A-3 CONCRETE 21B STONE BASE FROM ADJACENT PAVEMENT SECTION UNDER CURB, 6" MIN. DEPTH VDOT STANDARD CG-2 CURB T 6" MIN. Pa11:7 CURB AND GUTTER CLASS 3A, VCONC 000 PSI) CONCRETE 6" j � d 1"t1�7 / a d ° 13" ° .a ° 2'-O" - CONTINUE 21B STONE COMPACTED BASE FROM ADJACENT SUBGRADE PAVEMENT SECTION UNDER CURB VDOT STANDARD CG-6 CURB & GUTTER ^" ASPHALTIC CONCRETE SURFACE ;OURSE - SM-9.5A " TYPE 21-B AGGREGATE SUBBASE COURSE COMPACTED SUBGRADE (PER GEOTECHNICAL REPORT) ------------ DENOTES LIGHT DUTY ASPHALT PAVEMENT ON PLANS LIGHT DUTY ASPHALT PAVEMENT SECTION No Scale 2" ASPHALTIC CONCRETE SURFACE COURSE - SM-9.5A 3" INTERMEDIATE BASE COURSE - BM25.OA 8" TYPE 21-B AGGREGATE SUBBASE COURSE COMPACTED SUBGRADE (PER GEOTECHNICAL REPORT) DENOTES HEAVY DUTY ASPHALT PAVEMENT ON PLANS HEAVY DUTY ASPHALT PAVEMENT SECTION No Scale NON -SLIP BROOM FINISH VARIABLE WIDTH' MAX. CROSS SLOPE 2% 4" 3,000 PSI AIR -ENTRAINED CONCRETE COMPACTED SUBGRADE 4" TYPE 21 B STONE COVER NOTE: SIDEWALKS SHALL BE CONSTRUCTED IN ACCORDANCE WITH VDOT STANDARDS. DENOTES CONCRETE SIDEWALK PAVEMENT ON PLANS CONCRETE SIDEWALK PAVEMENT SECTION No Scale Bryan D. Cichocki Lie. No. 53741 1"Ah q N z 0 F a DATE 1212712021 DRAWN BY Tre Bright DESIGNED BY Tre Bright CHECKED BY Bryan Cichocki SCALE NIA V/ W I� D7 a J Z (D P-4 Q z>� uj zQ W J zLo W �mz J W LL Q U } U) uj u °- O z z O JOB NO. 49421 SHEET NO. C1.0 0 m 3 a 9X o n0 2Z 20 0 E o m- �N m a� 0 d o Z h od 2 a o 2§ n 2 Y X C 0.0 d 2 £ 2 m h 0 0 E `o 'm o �a 10 a 0 �o c 2 �N V = =8 nE w c E L \E E n" Is y 8 �E 0: S o� �ig 0 o J0 U ^ oY NE E ^U p L � v N� ti SEgE 0Eo�Y8r � OA, O c„ 28 F (� g N'--'tO WW N" N Ui L� W o o E \W d oE co �z E E E N N V u r n M� MNEF�_E E Eu O 5 O o^ o^ E o N E, E sE E gE U �rn E �E mN oE y Lu N ¢ O O LL TYPICAL MANHOLE FRAME & COVER N.T.S FIG S-I-D 4" DIAMETER STEEL SIGNAGE NOTES: PIPE FILLED WITH CONCRETE. BOLLARD 1. ALL SIGNING AND PAVEMENT MARKING SHALL BE IN ACCORDANCE WITH SHALL BE PAINTED THE MOST CURRENT EDITION OF EACH OF THE FOLLOWING AND ANY YELLOW REVISION THERE TO: A. MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. 4' B. THE VIRGINIA SUPPLEMENT TO THE MANUAL ON UNIFORM TRAFFIC PAVEMENT CONTROL DEVICES. C. THE VIRGINIA DEPARTMENT OF TRANSPORTATION ROAD AND BRIDGE SPECIFICATIONS. 2' _0" DIAMETER D. THE 2000 INTERNATIONAL FIRE CODE. CONC. FOOTING 2. SIGN LOCATIONS ARE APPROXIMATE AND ARE TO BE MODIFIED IN THE FIELD TO AVOID CONFLICT WITH UNDERGROUND UTILITIES OR OTHER CONSTRUCTIONS, AND TO COMPLY WITH STANDARDS REFERENCED IN \/j\//\// NOTE 1 ABOVE. 3.5' 3. ALL SIGNS AND PAVEMENT MARKINGS ARE TO BE FURNISHED AND INSTALLED BY THE CONTRACTOR. ALL SIGNS TO BE FURNISHED AND INSTALLED WITH STANDARD U POST GALVANIZED BY THE CONTRACTOR. SOLID WHITE LINE 24" STOP (TYP.) BOLLARD DETAIL No Scale 12 STD. (VARIES) R1-1 NOTE: STOP SIGNS TO BE 30" WITH STOP BAR DETAIL HIGH INTENSITY SHEETING NO SCALE NOTE: HYDRANT MUST BE EQUIPPED WITH CHARLOTTES- VILLE THREADS WHICH IS QTHE LOCAL STANDARD. 1 LENGTH OF BRANCH VARIES 6' MIN (270') 2' TO 10' r0687 18 -22 VALVE BOX CU. FT. ilSTONE-1 "e 6" GATE ° ; • • VALVE 8" x 6" TEE TD-31 2500 P.S.I. CONCRETE BASE AND THRUST BLOCK AGAINST UNDISTURBED STABLE mw SOIL STEEL PILE--------,- r-7 WHEN THE SOIL IS DISTURBED OR WHEN RESTRAINED JOINT FITTINGS A HYDRANT IS LOCATED IN A FILL, IN ADDITION TO POURING CONCRETE, A STEEL PILE SHALL BE USED AS ADDITIONAL SUPPORT. NOTE : 1. SURROUND WEEP HOLES PATH GRAVEL AND KEEP FREE OF CONCRETE. 2. MAINTAIN A 3 1/2' MIN. COVER FROM THE MAIN TO THE FIRE HYDRANT ( INCLUDING DITCHES ) 3. FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND VALVE BOX. 4. THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH. IT IS NOT ALLOWED IN THE DITCH. S. FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS WHERE WEEP HOLES ARE ABOVE THE PREVAILING GROUNDWATER ELEVATION. IF REQUIRED TO BE IN WET AREAS, THE WEEP HOLES SHALL BE PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY. TYPICAL FIRE HYDRANT ASSEMBLY DETAIL N.T.S. FIG. W-4 TD-8 SOLID WHITE LINE 1 6' 2 2, (TYP.) (TYP.) STRIPING AND SIGNAGE DETAIL No Scale r .. 1 c. 6" MIN. 17.5" —I 6" MIN. q .a a f� 60" I MIN. T 12" MIN. NOTES: '�— 36" ima 17.5"0 e 37" MIN. W MIN. 1. PROVIDE A 6" THICK GRAVEL BED BENEATH THE METER VAULT. 2. MINIMUM WALL THICKNESS FOR PRECAST OR 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. TYPICAL METER VAULT (1 1/2 1; METER) NITS FIG. W-7B TD-15 EXPANSION JOINT WITH PREMOLDED EXPANSION 1/4" SEALANT FILLER, "ZIP STRIP" OR NON -SLIP BROOM FINISH EQUIV., SEAL WITH WWF 6x6 W2.9xVV2.9 SILICONE SEALANT 211 ' a 10" 3,000 PSI AIR ENTRAINED PORTLAND CEMENT CONCRETE •, d 6" TYPE 21A STONE COVER j/\\� \\��/�\\�\y COMPACTED SUBGRADE (CBR 11.2) DENOTES CONCRETE SERVICE AREA PAVEMENT ON PLANS HEAVY DUTY CONCRETE SECTION SIGN 11 ;:1S:ll111ILTAIIN SIGN AND POST DETAIL No Scale ,CONCRETE BUMPER BLOCK ANCHOR WITH 5/8" REBAR IMBEDDED 24" IN GROUND HANDICAP SIGN LOCATION (TYP.) �I o PER VDOT STD. U POST GALVANIZED REFER TO VDOT STD STP-1 DETAIL FOR MOUNTING REQUIREMENTS HANDICAP SIGN / LOCATION (VAN) / 11 8' 1 5' } 8' 8' 8' TYPICAL I VAN ACCESSIBLE ACCESSIBLE HANDICAP SPACES TYPICAL PARKING SPACE DETAILS No Scale 101 CONCRETE BUMPER BLOCK AS NOTED ON C4.0 & C4.1 `FACE OF CURB 4" PAINTED STRIPE 91 (TYPICAL) REGULAR SPACE PBKTY I PBUILTY $ 00 - $500 RE [$M-MREJ TOW AWAY ZONE TOW AWAY ZONE TVAN 6'-8" MIN. ACCESS LE 6'-8" MIN. ABOVE ABOVE FINISHED FINISHED GRADE GRADE SPACES SHALL BE IDENTIFIED BY ABOVE GRADE SIGNS AS RESERVED FOR PHYSICALLY DISABLED PERSONS. PROVIDE ONE (1) R-7-8 SIGN AT EACH PARKING SPACE INDICATED ON SITE PLAN. SIGN SHALL BE ALUMINUM (PAINTED WHITE) WITH GREEN LETTERS AND INTERNATIONAL WHEELCHAIR SYMBOL. SIGN SHALL BE PLACED ON STEEL POST 1-1/2" 0 PAINTED BLACK SET IN MIN. 2' OF CONCRETE. VA. SIGN FOR THE DISABLED ON 0.80 GAUGE ALUMINUM. COLORS: GREEN BORDER & LEGEND, BLUE SYMBOL FOR ACCESSIBILITY, WHITE BACKGROUND. PARKING SIGNS FOR THE DISABLED No Scale /vf Bryan D. Cichocki ' 4 Lie. No. 53741 "'Ah q ��� ^� E 0 N OV N N C > E w N E Lu u ° 3 ¢ LL o 3 LL w O L M ¢ J U W W J —Lri C7 W N N Z Y �0 U) _ N 2 U > N ¢ � c rn O N � M OJ J O W ui M 0 0 M 0 x 0 w Lu 2 U ¢ Z 0 D 0 0 N z 0 f F a DATE 1212712021 DRAWN BY Tre Bright DESIGNED BY Tre Bright CHECKED BY Bryan Cichocki SCALE N/A V/ LU I- a J 0 Z_ cD H4 Q z> Lu zQ w J zoo w �mz J LU Q U o } UQ LLI °- o O z z O JOB NO. 49421 SHEE T NO/. C1.1 L 3 a 90 o uU 2Z .20 0 c �_ a c m o- 0 d 0�Z z; o- 2 $ 2 x F w o 00 o .§ n d � 2 Y M N J N X X 0 0. 0,6 £ 2 m h 0 0 m c E `o M 06 c �a 0a o � � o m � c 2 m m N c c 0 m nE w c E F_ L AREA UNDER CONSTRUCTION 24 RCP -------- ______ 15RCP R/VEI 4a' PUBLIC R/W STA TET ROUTE NUMBER: 9770 I I 12 --------------- / \\ O III III III II I III III LINE TABLE LINE BEARING DISTANCE L 1 S 76043'01 " E 13.43' L2 N 40°21 '35" W 14.42' CURVE TABLE CURVE RADIUS ARC LENGTH CHORD LENGTH CHORD BEARING DELTA ANGLE C 1 135.00' 49.04' 48.77' S 66° 18'31 " E 20°48'48" C2 326.50' 66.50' 66.39' S 07°26'53" W 11 *40'1 1 " C3 47.50' 77.02' 68.86' N 48°03'53" E 92°54'13" C4 282.57' 147.14' 145.48' S 70°33'56" E 29°50'06" C5 100.00' 36.95' 36. 74' S 39*03' 10" W 21 ° 10' 15" C6 140.00' 23.10' 23.07' S 45*05'12" E 09027'14" C7 140.00' 49.26' 1 49.01 ' 1 S 59°53'40" E 20°09'36" 15 E3 1 \ / / / \ \< </ IIV / co W /14 / Z , EXISTING DRAIIYA6EDITCH / ' / / / �� \ E3 \ / SCALE 1 "=20' _ </ / ........ \ I / ' / ' / \ \ I I 0 , 20' 40' ��6-qv- .4G ACRES ARLEHOTEL,LLC ,_,q{BE ZONED:HC-EC ' A.90 USE. VACANT,'� pQ WATER VALVE HYDRANT © SEWER MANHOLE ® STORMMANHOLE 0 TREE 2" SAPLING . SEWER CLEANOUT RR RIPRAP RF ROD FOUND HF HOLE -PUNCH FOUND 4b 18 RCP / o ( / — 1 — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — Jill \\ S'�,y / \\ \ \ i � �' / / \ ,/ Q\iG / ' ,' 15"RCP \\\ /'9�)' / \ \ �\ �� /'� ' Jig-/� 99, El 019 TMP78-9B _ - �- ' / / / E1 / 8"PVC 15 / // / ' / i' \ \ lI 7 GUADALA✓ARACORP. IV \\ /� -_-J \\ O/' of ,' - J o nu Q 4QO WC -EC \ - / E2 \ \ / 1 r / / _ - - - - \ \ 8 pVC \ \ �,/ / " �ti5 _ s TMP 78 11 `n EASEMENT INFORMATION TAURANT / \ 7 ' I / I \\\\ \ /'/ \,�99 9 J ` /DB 1964PG� 4 // \ \ \ / TMP 78-9C - DB 1965 PG 37 1.27ACRES _ \ \ ' - ' /� \ ZONED.HC-EC 1 E1 1=EXISTING UTILITY EASEMENT DEDICATED TO _\ ALBEMARLE HOTEL, LLC �� -----\ \ \ \ - �a _ ` , \\ USE. VACANT \ J _ / \ _ / / ZONED:HC-EC `\ \ \ \ _ - _ _ USE: VACANT � // 16 E2 1=20' WATER LINE EASEMENT DB 3339 PG 701 \ �(APPROX. LOCATION) 1 E3 ) =EXISTING PUBLIC DRAINAGE EASEMENT 1 E4=30' ACCESS EASEMENT 8 TEMPORARY TURNAROUND \ IEASEMENT DB 3339 PG 701 E5 1=EXISTING 30'ACCESS EASEMENT HF / vY Bryan D. Cichocki Z Lie. No. 53741 ^� E 0 N O N N >E w N E �uvi ¢ a o 3 LL 2 O L smo ¢ J U W J —'i �; OO u W N N Z f Y 7 �o�, w oa H ¢ c a, o a' N � M d� OJ J (A z 0 f Lu 0 DATE 1212712021 DRAWN BY Tre Bright DESIGNED BY Tre Bright CHECKED BY Bryan Cichocki SCALE 1'1 U) ui V / Q Z O Q <`A z>� 0 zaz W z�0 W ~ -j LuW Q /I nn V U >- z z O v/ z ~ Lu JOB NO. 49421 SHEET NO. C2.0 m 0 00 a vX oco 2 aN .EZ 0 0 c m- a c m a0 O w (D�Z h o d a 2 x F N o nm N c 2 Y M � J N X C 0.0 N 6 £ 2 m h 12 m C d `o E m 06 a c �a 10 a 0 W o m � c 2 in m m c C 0 m nE w c E F_ L AREA UNDER CONSTRUCTION n I � 24'RCP I I III OL__-_-_-_-_ III---- ---- III 4'PUBLICR/Vli /VEI RET INING WALL I WITI FALL PROTECTION II II II STA TLs ROUTE NUMBER: 9770 I BARRIER ON TOP I I I I FON VEHICLES AND I I I I I \\\\\\ \ ___------- PE ESTRIANS I I I II If If PROPERTY BOUNDARY 3 - / _ _ N v II IQU \\\ \ ?P I,CURJ3 AND GUTTER v I h \\ 10' PARKING SETBACK EXISTING LEGEND WATER VALVE b' HYDRANT S© SEWER MANHOLE ® STORM MANHOLE 0 TREE 2" SAPLING ♦ SEWER CLEANOUT RR RIPRAP RF ROD FOUND HF HOLE -PUNCH FOUND PROPOSEDLEGEND ------ PIPE FLOW DIRECTION (TYP.) TYPICAL SDL SIGHT DISTANCE LEFT SDR SIGHT DISTANCE RIGHT O SEWER MANHOLE 0 STORM MANHOLE WATER PIPE - W SANS SEWER PIPE CONCRETE SIDEWALK HEAVY DUTY CONCRETE HEAVY DUTY ASPHALT LIGHT DUTY ASPHALT of Bryan D. Cichocb Z Tic. No. 53741 fM co p zo M E N � N C > E v E w SCALE 1"=20' v w 3 Q LL , 3 0 20' 40' p LL w O m V oMo z w -u O rn Nv a z f ri 0� ---— ----- / /"✓ ✓ .�` may •• i. -- — -- "I6' .\T. /.! y':' / 2 // / \\\\ _j LL wp �— - ----- FACILITY AN ACCESS EASEMENT \\ n w Ln Ln \ / \ r/i J Y R25' - 3' SIDEWPiK \\\\ a _ I I 0' �l 72" CMP PIPE III I •'I. • . � �\ \ \ � � BOLLARDS ✓. \� / /'� / I I O jyp. dLu ill sP / Y.� \ v .y...: ° � ✓ �,.� \ �III F \ 22' ry 5SIDEWALK I I I r °x Lu 26 O O II I '' zy O DATE> -�-- 1212712021- - - - � �\ I O DRAWN BY II� / I \ \ I EXISTING — ' / ' / / ' / / '\\\ \ \ \ •I. �. / / Tre Bright -- - - -- I I �\ DITCH LINETO TMP�817\\� `\ P \_- / 9 rFILLED INMARLE HOTEL,LLC / / / / \ \\ 4 \ " / / / DESIGNED BY \ Q / • Tre Bright O I I I 1 , , _ ZONED:HC-EC T , � � � oo / / • J- - PI USE: VACANT, / '2o�cF� _ _ _� \ \ I i '� ` \ �\ / / / / • CHECKED BY \' /III 79 — _ _ ' FOURTH �\ \ , ( - - - _ _ _ ' ' ✓ f \ \ 1&'� . / / • Bryan Cichocki T FLOOR 15.94' \ \ 10' MIN BUILDING SETBACK STEP BACK \ \ \� - ' • • SCALE \� \ RETAINING WALL 2.04' WITH? -ALL PROTECTION I I \ \ ' ' _ - - - ). CONCEPTUAL CANOPY _ 3 \`� / c BARRIER ON TOP \ \ \ \� ' WATER TIE III MAIN ENTRANCE _ - ' 6 4 - - / Cb FOR VEH)6L'FS AND I ^ \ TO BLD PROPERTY BOUNDARY • PEDESTR ANB 2.19' - \ 30' MAX BUILDING SETBACK \ \ �.. ° \ +'`' •.°-� _ - \ S N \ \ \ 1 $ > 5' SIDEWALK, - / \ - / _ R25' 4" DUCTILE IRON r$ FROM METER TO BLDG - ❑ R5'�-r''r _ - - ' - 2 e SqN �� _ / / CURB AND GUTTER R15' I 0 �' /' / v 20' WATER EASEMENT �_� _ ------ ---- - _ - - -S I - 4ry ^���� / W ACCESS EASEMENT V `�R147' / \ 1.5" METER \ in 200'APPROXIMATELY r-41- / \\� -- 26' \ / j / 9 / /�/ /�� ,^ TO RICHMOND RD / \\ l � / \ - - - — - 20 R12' R3' \ _ \ \ /' - - - / 8A_ Lu 25' G'WAt'�.' - _--R10$'`- \\\\ ti9�T �``\�fb \\ \ � ' / / � \ �\ .cam, / \ •\.' ••' `� � /: � / / / / Z i O 1 N. FI E HYDRANT ✓ / / / / Gh /' / ACCESS SEMENT \\\\ �/ T,\ \\\\ _ - LOCATION ✓' v 828"\ _ _ `\` -�� R ' 27. ' / / /// w ✓ — — y / / / \\\ / �,9` //\>s a / ✓ i' i' ' 7j3g9, \ \ R28' — — — — - - 5/ R20' 95' KOXIMAT Y l�/, ✓ i _(JLYMPIA IVE m 0 R25'J Z:z Lu LL Z Q TMP 78-9B 155' A R1111 TELY GUADALAJARA CORP. IV _ _ _ - ` TOWN A COiI\ Y LANE / _ R1 /' ✓' r 8p // y ST4 SI DB 3339 PG 701 Y _ _ / 0 AFl D MV O _ _�- VC 2 TMP 78-11 J ZONED: HC-EC / \ / I ' _ _ _ - - , , \ \ \ \ /'( g°3 p C� / 6.40 ACRES U O USE: RESTAURANT /// DB 1964PG 184 z TMP 78-9C sue! \ T / DB 1965 PG 37 1.27 ACRES / ' \ \ / / , , ' / / \ ZONED.'HC-EC J 6" DUCT E I N FROM \ _ --'- / ALBEMARLE HOTEL, LLC \ \ o'� /_ \\ USE: VACANT WATER_ O METER �_- `\ \ _ _ ✓ ZONED:HC-EC _ _ USE: VACANT ��\ \ — - _ / x�TOi/ / /// O REMOV"YDRAN AND EXTEND WATER MAIN ✓ j Oo \ HF — _ — — — — — — — — __ JOB NO. 49421 _ SHEET NO. C4.0 L 10 n �1 II 9 ------------------------ III\---------------------- _ I I I I I RET INING WALL I — if III I WIT I�I FALL PROTECTION III I BARRIER ON TOP BWI I FON VEHICLES AND / vY Bryan D. Cichocio Z Tic. No. 53741 M ro 0 zo M E N Vi N C > E w a E —z' I I SCALE 1"=20' H- v w 3 PROPERTY BOUNDARY 414 — 415 44' WALL I `� \ ~ T, 3 F — 416 . 417 I / LL 1 12 i i / o zo' ao' o o 418 // \\ sWso, ------------- 419 OII \ a JCJ oo z 10'PARKING SETBACK mill MALL EDI / \\ (A FA a x u 424 / / \ \ LLLu ` / \`•v > n O SWM FACILITY AND u�n - - - - - - - - 2_p o ------ ACCESSEASEMENT imu tjo ------ - - - - BW 00 I I •o ' 416.49' 1 1 1 42 .46' TC / / / A'`Z6 _ � / \ J .Y -6 42 \ `\ a _7z" CMP/IPE =�\ �413 26 3' SIDEW K N CL 1 II 1 I I TC �I V II Q2Q 424.18' 1 /' BOLLARDS/ 428 C �' \� / / - II O Q I 11 % ' (TYP.y 4 \ \ \� / / 427 / ' If --———— — — — — —— II II O Z II \ I I / > F 1 ' \ I (,.' v 5' SID ALK .' a .FFE=a28.65' 4 .1. . :., \ \ \ I I / ' Lu N — — — — — — — — — — — — I i A20 \ I FFE=428.65' / v .i r ax ' \ I i / U t] 1 1 TC,.. I I p`L �b E000 . ,. 14 4 DATE — — — — — — — — — — — \ \ I I FFE=427.00' 12/27/2021 FFE=4Y6.8 I — — / / o / 1 1 tK ' FFFf4§8.65' \ \ ` / O 1 II \ 1 I r� /\ 1 ..� // > DRAWN BY — — — FFE=427.00' \ \ I EXISTING / / e e -p I / Tre Bright — — — — — — — — — 1 II 'I / I \ DITCH LINES e \�,\ \- // 6' MAX III I I 98'1 428.62 — — \ ( BEFILLED I / / / / / / ' / / / / ` / DESIGNED BY 1 II i ' \ \ 1 — ' / / \ \ \ a \ / / •• TC .65' 1 — — ' � FFE=427.40' °p Tre Bright � � \ / I I I FFE=4 1N \ yy+ 4-P \ / 1 27. I I ♦ i _ / '� �-�� / / • CHECKED BY 422.02' 1 x 9 � I 1 ' FOURTH �\ \ 1 ( ' � � _ � ' \ \ / / • Bryan Cichocki 1 FLOOR 15.94' \ i - - _ - v 42 4� 5, \ \\ / 10' MIN BUILDING SETBACK 1111 STEP BACK \ 1 11 • • SCALE ----t3'WALL 1 e I--1\ \ 1 / �i P. \ RETAINING WALL I 1 1 I EFE--, 5' \ \ 1 1 / - - ' > - - - - - �� \ // • 1 =20' _ • WITH?-�f6L PROTECTION 1 1 - I � 1 � ' � ' ' CAFFEP428.65 _ � ' — GND IVV Y BAf2RiER OFSN TOP \ TW 427 \ \ 1 MAIN ENTRANCE _ - - 6-4 FOR VEHl6AND e � _ 1 I � - ^ \ 1 � _ \,o \ / PROPERTY BOUNDARY - - PEDES]8\428 FFE=428.65' 1 - - ' 428 - - - - - - a\� \� \ \ • 423.91 \ 30' MAX BUILDING SETBACKN_ - \ \ \ 1N TC ° -v 5' SIDEWALIG 429 4282Tc T '' ��� a� `� / /N `• 201°I° la28.0. .OS� azaos�.8, / }1 \ I I M — 43� — T31.69'— 428 -4.21% - A2 q32 _----- v, z Lu 200' APPROXIMATELY �-- `�\ - - ` 1 1 a�°j / _ _ _ _ �4 3.60' 432.79' TO RICHMOND RD /'� / 70+ / �� / \ \ , 2 Q33 / / - - /�- - - D L.L 1 3 / // 431� t WALL a \ TCcr) - Q_ ,Wn Q32 . ETA A t — a3a.z7' _ _ _ — — — — — — % 433 \ Qom' TC a3 . \ / \ TC i _ \435 431.1 ' \ \ R3h 43Q /// // z > z ACCESS SEMENT �`\ // T'� �\ azs.ss' a31 / �' �436 \ 433 - '�' // / /' // % Q w I --I 434--435.53'—/ --� Q 71*00 p32 \ /���� / 4 5.s5' ---- 435-435 / j / // r z w C) �436 /43b co 434, \\ TC /� �3 ST4 SI ///- _ _ - - - / / Q 1-- z (QD AD /xs 11 _'_ --/ \\�\ 43i 436.2,' / / J' 7 L HF — _ —----------' _ JOB NO. 49421 _ SHEET NO. - - 5. L 9 II - II II II II II II I 0 /B - � LT 4�1.73' _ x^ I 421. 0' \ /, 6'MAX I flI�3 ,� TGv, _ WALL I i L------------ ID w 11 Z BW 416.49' I I 2. 6' II a I J I I. 22' I 1 i I• I I O I I 1 I U II I• I I I I' I z I• MAX TW Q 6' WALL I 427.98' II z I TC I �i� III 427.96' II BW 79 O I t3' WAL I � II it TW 426.98' 423.91' �� I PROPERTY BOUNDARY 424.18' • ----------------- OLYMPIA DRIVE I, I I ` I ` BW I I r = t4' WALL — II A23 az .29' 16' 9' U 0 � 0 TC 25' T o e 2" CMP PIPE 4 1 27 R240.5' 18' 0 42 TC / 1 8 427. Foa�/�2�/ Tc 428.62' —FFE=4t 65, 2.19' 427 rL Itltlal9I:) -11 PROPOSED BUILDING FFE=427.40' .20' 25. v PLANT KEY TREES BOTANICAL NAME ACE OGL ACER RUBRUM'OCTOBER GLORY' PLA OCC PLATANUS OCCIDENTALIS QUE PHE QUERCUS PHELLOS ULM ALL ULMUS PARVIFOLIA'ALLEE' TM SHRUBS BOTANICAL NAME AROABR ARONIAARBUTIFOLIA'BRILLIANTISSIMA' ILE GLA ILEX GLABRA ILE WIN ILEX VERTICILLATA ITE SPR ITEA VIRGINICA'SPRICH' TM GROUND COVERS BOTANICAL NAME ECH PUR ECHINACEA PURPUREA HYP CAL HYPERICUM CALYCINUM RUD HIR RUDBECKIA HIRTA EXISTING VEGETATION NOTE: THE EXISTING SITE WAS PREVIOUSLY CLEARED BETWEEN 2007 AND 2009 AS CAN BE SEEN IN ALBEMARLE COUNTY GIS AERIAL BASE MAPS. AFTER THE SITE WAS CLEARED SEEDING WAS REESTABLISHED. THE SITE IS MAINTAINED BY OCCASIONAL MOWING WITH SOME SPARSE TREES THAT HAVE TAKEN HOLD WHILE THE SITE HAS AWAITED THE HOTEL MARKET RETURN AFTER THE 2009 DOWNTURN. I II II II I, II II I, II I, II •. its\� • NO 25.2' A T 431.69 / 432 N 15' R15' SA 43Z/I 3 _ 5 3 ' 32.79' - _ T30' \ t5 WALL TC— C�o • 432 4334 43 . TC p93 R10' R1 4 431.1 34� r ® Q \ 434 R28'j 43553' ��/ �� R20' TC / � 95' A \435 435-435 / /' /' 95' PROXIMATELY OLYMPIADRIVE R25' 1R' TC ss p36 9' �g ANE J 434. \ R25' R1 TC .84'0 - TC �� 431 436.21' 00 C] Z SCALE V=20' 0 20' 40' FFE=428.65' � FFE=428.65'--,, J TC �/ ❑ 428'27' F TC 428. 5' R2 ' TC TC 2001, 1428.50' I S o 428 05' TC S� —430� PROPERTY BOUNDARY :W. RA III W'o. 14 09/20/21 s ^� E 0 N OV N N > E E W 3 w i ¢ I L3 LL -2 O 2 L M ¢ j Uuw Z w J —u, O w v � f . 3o= v) V w � o o¢ i ry Z O �U< �� m N n M W � (1) h v � OJ J Y d w o Q U ti 0 2 2 F .W. F N �ti ¢ z O DATE 1212712021 0 DRAWN BY M.RACHNER DESIGNED BY • • M.RACHNER • CHECKED BY F.HAN000K • • SCALE 1"=20' am V/ Lu — H� 1■` zInct� z C) V z>� W z Q '-'-' z�Q W Q U wLL ow Q z 0 /1 u ` z O JOB NO. 49421 SHEET NO. L1.0 L HEIGHT VARIES WITH PLANTS 12" MIN. EDGE OF BUILDING, WALK OR STRUCTURE VOIDS MULCH LINE PLANT UNDER DRIP LINE OF LIMBED UP SHRUBS & TREES TRIANGULAR INFILL SPACING PLANT PERIMETER AT INDICATED SPACING PLANT UP TO EDGE OF SHRUBS UNLESS OTHERWISE NOTED PLANT 2-3" MULCH LAYER 1" COMPOST LAYER AMENDED SOIL MIX UNDISTURBED EARTH GROUNDCOVER/ PERENNIAL PLANTING NOT TO SCALE PRUNE CODOMINATE LEADERS REMOVE BROKEN, BADLY DEFORMED, RUBBING, NARROW CROTCH ANGLES, WATER SPROUTS, OR CROSS -BRANCHES. REMOVE TAGS, LABELS, AND PLASTIC SLEEVING. DO NOT STAKE UNLESS SPECIFIED (SEE NOTE) DO NOT WRAP TRUNK PRUNE SUCKERS IF FIELD GROWN, CUTAWAY ALL BALLING ROPES. REMOVE BURLAP OR WIRE BASKET FROM TOP y3 OF BALL. IF CONTAINER GROWN, REMOVE CONTAINER AND CUT CIRCLING ROOTS 1:1 SLOPE OF SIDES OF PLANTING HOLE SCARIFY SIDES BEFORE PLANTING TAMP SOIL AROUND ROOTBALL BASE FIRMLY WITH FOOT PRESSURE SO THAT ROOTBALL DOES NOT SHIFT DECIDUOUS TREE - STAKING SPECIFIED INSTALL SHRUBS SO THAT THE TOP OF THE ROOTBALL IS AT THE SAME GRADE AS ORIGINALLY GROWN OR 1-2" ABOVE IN POOR DRAINING SOILS. DO NOT COVER THE TOP OF THE ROOTBALL WITH SOIL REMOVE ALL STRING, WIRE, AND BURLAP FROM TOP y3 OF BALL BACKFILL PLANTING PIT WITH NATIVE SOIL. INCORPORATE SLOW -RELEASE GRANULAR FERTILIZER SCARIFY BOTTOM AND SIDES OF PIT SHRUB PLANTING NOT TO SCALE mo CONTAINER =W ROOT BALL 12 GAUGE GALVANIZED WIRE 3-2"x2" HARDWOOD STAKES GALVANIZED WIRE GUY 12 GAUGE. ALLOW FOR A SLIGHT AMOUNT OF MOVEMENT 8' 2"x2" HARDWOOD STAKE, 2'-6" MIN BELOW SURFACE. STAKE SHALL BE DRIVEN A MIN 18" OUT FROM TRUNK AND OUTSIDE OF ROOTBALL 2-3" MULCH LAYER TO EDGE OF DRIPLINE. KEEP 4-6" AWAY FROM TRUNKFLARE SET ROOTBALL FLUSH TO GRADE OR 1-2" HIGHER IN SLOWLY DRAINING SOILS. DO NOT COVER THE TOP OF THE ROOTBALL WITH SOIL. ROOTFLARE SHALL BE VISIBLE ABOVE FINISHED GRADE 6"SAUCER BACKFILL PLANTING PIT WITH NATIVE SOIL. INCORPORATE SLOW -RELEASE GRANULAR FERTILIZER 1" COMPOST LAYER PLACE ROOTBALL ON UNEXCAVATED OR TAMPED SOIL NOTE: ONLY STAKE TREES WITH LARGE CROWNS, 2" CALIPER OR GREATER, IF LOCATED ON WINDY SITES, OR WHERE TAMPERING MAY OCCUR. REMOVE ALL DEAD, BROKEN, DISEASED, AND WEAK BRANCHES AT TIME OF PLANTING 2-3" MULCH LAYER, KEEP AWAY FROM TRUNK 1" COMPOST LAYER PROVIDE MULCH UP AND OVER SAUCER 6"SAUCER REMOVE CONTAINER. SCARIFY PERIMETER ROOTS PLANT SCHEDULE TREES CITY BOTANICAL NAME COMMON NAME MIN. INSTALLED SIZE ROOT CANOPY ACE OGL 3 ACER RUBRUM 'OCTOBER GLORY' OCTOBER GLORY RED MAPLE 2" CAL. B&B 425SF PLA OCC 8 PLATANUS OCCIDENTALIS AMERICAN SYCAMORE 2" CAL. B&B 1308SF QUE PHE 5 QUERCUS PHELLOS WILLOW OAK 2" CAL. B&B 395SF ULM ALL 12 ULMUS PARVIFOLIA'ALLEE' TM ALLEE LACEBARK ELM 2.5" CAL. B&B 423SF SHRUBS CITY BOTANICAL NAME COMMON NAME MIN. INSTALLED SIZE ROOT ARO ABR 53 ARONIA ARBUTIFOLIA'BRILLIANTISSIMN BRILLIANT RED CHOKEBERRY 24" HT./SPRD. CONTAINER ILE GLA 44 ILEX GLABRA INKBERRY HOLLY 24" HT./SPRD. CONTAINER ILE WIN 47 ILEX VERTICILLATA WINTERBERRY 24" HT./SPRD. CONTAINER ITE SPR 58 ITEA VIRGINICA'SPRICH' TM LITTLE HENRY SWEETSPIRE 24" HT./SPRD. CONTAINER GROUND COVERS CITY BOTANICAL NAME COMMON NAME MIN. INSTALLED SIZE ROOT ECH PUR 163 ECHINACEA PURPUREA CONEFLOWER 1 GAL. CONTAINER HYP CAL 106 HYPERICUM CALYCINUM CREEPING ST. JOHN'S WORT 1 GAL. CONTAINER RUD HIR 105 RUDBECKIA HIRTA BLACK-EYED SUSAN 1 GAL. CONTAINER STREET TREE REQUIREMENTS per Sec. 32.7.9.5 of the Albemarle County Code. STREET FRONTAGE REQUIREMENTS CALCULATIONS REQUIRED PROVIDED TOWN AND COUNTRY 114 LF 1 LARGE SHADE TREE PER 40 LF (114 285 =40) = . 3 LARGE SHADE 3 LARGE SHADE OF FRONTAGE TREES TREES LANE OLYMPIA 459 LF 1 LARGE SHADE TREE PER 40 LF (459=40) = 11.46 12 LARGE SHADE 12 LARGE SHADE DRIVE OF FRONTAGE TREES TREES INTERIOR PARKING LOT LANDSCAPE AREA REQUIREMENTS per Sec. 32.7.9.6 of the Albemarle County Code. REQUIREMENT PARKING LOT AREA CALCULATIONS REQUIRED PROVIDED 5% OF GROSS PARKING 39,687 SF 39,687 x .05 = 1,984.35 SF 1,985 SF 2,948 SF AREA INTERIOR PARKING LOT TREE REQUIREMENTS *per Sec. 32.7.9.6 of the Albemarle County Code. PARKING LOT REQUIREMENT PARKING SPACES CALCULATIONS REQUIRED PROVIDED 1 LARGE SHADE 13 LARGE SHADE 13 LARGE SHADE PARKING LOT 1 TREES PER 10 122 PARKING SPACES 122/10 = 12.2 PARKING SPACES TREES TREES TREE CANOPY REQUIREMENTS *per Sec. 32.7.9.8 of the Albemarle County Code. REQUIREMENT SITE AREA CALCULATIONS REQUIRED PROVIDED 10% OF THE LOT AREA IS TO BE COVERED BY TREE 104,544 SF 104,544 x .10 = 10,454.40 SF 10,455 SF 18,790 SF CANOPY GENERAL NOTES PRE -CONSTRUCTION • CONTRACTOR IS RESPONSIBLE FOR CONTACTING "MISS UTILITY" AT 1.800.552.7001 FOR LOCATION OF ALL UTILITY LINES.TREES SHALL BE LOCATED A MINIMUM OF 5 FEET FROM SEWER/WATER CONNECTIONS. NOTIFY LANDSCAPE ARCHITECT OF CONFLICTS. • VERIFY ALL PLANT MATERIAL QUANTITIES ON THE PLAN PRIOR TO BIDDING, PLANT LIST TOTALS ARE FOR CONVENIENCE ONLY AND SHALL BE VERIFIED PRIOR TO BIDDING. • PROVIDE PLANT MATERIALS OF QUANTITY, SIZE, GENUS, SPECIES, AND VARIETY INDICATED ON PLANS. ALL PLANT MATERIALS AND INSTALLATION SHALL COMPLY WITH RECOMMENDATIONS AND REQUIREMENTS OF ANSI Z60.1 "AMERICAN STANDARD FOR NURSERY STOCK". IF SPECIFIED PLANT MATERIAL IS NOT OBTAINABLE, SUBMIT PROOF OF NON AVAILABILITY TO THE LANDSCAPE ARCHITECT, TOGETHER WITH PROPOSAL FOR USE OF EQUIVALENT MATERIAL. • PROVIDE AND INSTALL ALL PLANTS AS IN ACCORDANCE WITH DETAILS AND CONTRACT SPECIFICATIONS. • SOIL TESTS SHALL BE PERFORMED TO DETERMINE SOIL CHARACTER AND QUALITY. NECESSARY SOIL AMENDMENTS SHALL BE PERFORMED PER TEST RESULTS TO ENSURE PLANT HEALTH. CONSTRUCTION/INSTALLATION • LANDSCAPE ARCHITECT RESERVES THE RIGHT TO REJECT ANY PLANTS AND MATERIALS THAT ARE IN AN UNHEALTHY OR UNSIGHTLY CONDITION, AS WELL AS PLANTS AND MATERIALS THAT DO NOT CONFORM TO ANSI Z60.1 "AMERICAN STANDARD FOR NURSERY STOCK" • LABEL AT LEAST ONE TREE AND ONE SHRUB OF EACH VARIETY AND CALIPER WITH A SECURELY ATTACHED, WATERPROOF TAG BEARING THE DESIGNATION OF BOTANICAL AND COMMON NAME. • INSTALL LANDSCAPE PLANTINGS AT ENTRANCES/EXITS AND PARKING AREAS ACCORDING TO PLANS SO THAT MATERIALS WILL NOT INTERFERE WITH SIGHT DISTANCES. • CONTRACTOR IS RESPONSIBLE FOR WATERING ALL PLANT MATERIAL DURING INSTALLATION AND UNTIL FINAL INSPECTION AND ACCEPTANCE BY OWNER. CONTRACTOR SHALL NOTIFY OWNER OF CONDITIONS WHICH AFFECTS THE GUARANTEE. • UPON COMPLETION OF LANDSCAPE INSTALLATION, THE LANDSCAPE CONTRACTOR SHALL NOTIFY THE GENERAL CONTRACTOR WHO WILL VERIFY COMPLETENESS, INCLUDING THE REPLACEMENT OF ALL DEAD PLANT MATERIAL. CONTRACTOR IS RESPONSIBLE FOR SCHEDULING A FINAL INSPECTION BY THE LANDSCAPE ARCHITECT. • ALL EXTERIOR PLANT MATERIALS SHALL BE GUARANTEED FOR ONE FULL YEAR AFTER DATE OF FINAL INSPECTION AGAINST DEFECTS INCLUDING DEATH AND UNSATISFACTORY GROWTH. DEFECTS RESULTING FROM NEGLECT BY THE OWNER, ABUSE OR DAMAGE BY OTHERS, OR UNUSUAL PHENOMENA OR INCIDENTS WHICH ARE BEYOND THE CONTRACTORS CONTROL ARE NOT THE RESPONSIBILITY OF THE CONTRACTOR. • PLANT MATERIAL QUANTITIES AND SIZES WILL BE INSPECTED FOR COMPLIANCE WITH APPROVED PLANS BY A SITE PLAN REVIEW AGENT OF THE PLANNING DEPARTMENT PRIOR TO THE RELEASE OF THE CERTIFICATE OF OCCUPANCY. • REMOVE ALL GUY WIRES AND STAKES 12 MONTHS AFTER INSTALLATION. W. T4V11 III 09/20/21 s ^� E 0 N OV N C o > E w Q E w i 3 Q LL y0 3 LL 2 2 O L M Q J U 00 W J —Lri o rn 0 W N N v 30 n J w o¢ � U) _ N 2 U N aM c o+ O N � M d� OJ J f f z O P a L1 LU W z O > W Z a ti J ti ti z ti F a DATE 1212712021 DRAWN BY M.RACHNER DESIGNED BY M.RACHNER CHECKED BY F.HAN000K SCALE N/A U UJ I —I a I —I Uj v' 0 2:0 N z>z Q w Q z J Q cn z 2:LU w m I-4 J Q D LU v>z w Q } W J o (Z U Q z U O Q z Q J L H JOB NO. 49421 SHEET NO. L2.0 0.0 0.0 PROPERTY BOUNDARY 0.0 Luminaire Schedule Symbol Qty Label LLF Luminaire [MANUFACI Description Lumens 13 P 0.950 16903 U.S. RZR-PLED-IV-FT-80LED-700MA-NW-HS ARCHITECTURAL LIGHTING II II------ ------- II II II II 11 II 0LYMPIA II iFi'J, a z� 0.1 0.1 0.1 0 . 1 1 -41 �.6- A +0 1.5�- Ty 4 424. 3 4 +.5 6' MAX TC .2g8 4.2 WALL - 421 sit' 42 .5 ' 424 0. �OZ2 ,81 i1. .6 9 + 7 3 3.2 3. 3.5 3 8 _ --- ---- W +0 1. 1 1 � 9 3-.- _ �. 6 3 .' 3 . 0 2 . $- 425/ =-- 2� .J Z BW 416.49' I 1 cl.46 TC V. 26' 1 1 423� - 42 . Q 0 1• 1 .9 + 3. 25 '3.6 3.4 .1 3. 2. +.5 2.9 2.6 2.7 _J 1 I R20' I 0 I ul •'U� I I3 0 .A24 •p G 'Z 4.'itf' •3 2.8 2 2 1 2 Q +... ° 0 . 13 3 .6 + i _ 22' 425 Z + 3 3.8"2.5 1.9 °.5 + 1.1 .9 + I I I _ N21 FFE=428. 3I.0 3.9 3. - 3.1 ^ 1.6 :2 0.7 O U 1 3.41 3.6 31.8 _ . _ I� t !il ! t �.. TC ! s Bi ►r�.•es ° � y• FFE=428.65' / PROPOSED BUILDING n 1. 2.3 2.9 6 1.4 1.7 + 1 2.2 + .0 710 6' 1.7 + bmifted by Lighting Virginia -Central Catalog Number: Type: IDAMy Job Name: RZR-PLED-IV-FT-80LED-700MA-NW- LIGHTING Crozet Self -Storage XX-XX-HSPLED P VIRGINIA Architect: TIMMONS Notes: '°*i LV-CENTRAL21-35536 SOLID STATE AREA LIGHTING PROJECT NAME: BAZAR SERIES -LED PROJECT TYPE. S P E C I F I C A T I O N S OPTICAL HOUSING Heavy cast low copper aluminum (A356 alloy; <0.2% copper)--,p`-_ - assembly with integral cooling fins. The Optical Panel mounting surface is milled flat (surface variance <x .002") to facilitate thermal Transfer of heat to housing and cooling fins. Solid barrier wall separates optical and electrical oompartments.The optical and electrical compartments are integrated To create one assembly. Minimum wall Thickness is .188". ELECTRICAL HOUSING w/ INTEGRATED ARM Heavy cast low copper aluminum (A356 alloy; <0.2% copper) assembly en Integral coolingg ribs surrounding the electrical compartment and h flat ell receptacle. on the Top of the arm To F accommodate a photocell receptacle. Solid barrier wall separates optical and electrical compartments. The optical compartment and electrical compartment with The integrated support arm combine to create one assembly. Minimum wall integrated with wiring compartment cover. PLED'OPTICS Emitters (LED's) are arrayed on a metal core PCB panel with each emitter located on a copper thermal transfer pad and enclosed R AZA R by an LED refractor. LED optics completely seal each individual emitter to meet an IP66 rating. In asymmetric distributions, a (MODELS: RZRM, RZR. RZR-G&RZR-MAF•) PATENT PENDING micro -reflector Inside The refractor re -directs the house side emitter output towards the street side and functions as a house side shlelding element. Refractors are Injection molded H12 acrylic. Each LED refractor is sealed To the PCB over an emitter and all refractors are retained by an aluminum frame. Any one Panel, or group of Panels in a luminaire, have the same optical pattern. LED refractors produce standard site/area distributions. Panels are A field replaceable and field rotatable in 90° increments. LED DRIVER(S) Constant current electronic with a power factor of >.90 and a RZR-G 6 minimum operating temperature of 40"F/AO*C. Drivers) is/are UL 1 and cUL recognized and mounted directly against the Electrical c D Housing To facilitate Thermal transfer, held down by universal T clamps to facilitate easy removal. In -line terminal blocks facilitate 1 whiny between the driver and optical armys. Drivers accept an Input of 120.277V, 50/60Hz or 347V-480V, 50,60Hz. (0 - IOV 7 dimmable driver is standard. Driver has a minimum of 3KV Internal Serge accessible Lumlatio supplied with 20KV surge protectorfor RZR, RZRM & RZR-MAF' A field accessible Installation) R""v,�,,l II LED EMITTERS 1 High output LED's are utilized with drive currents ranging from 6 35OmA To 1051 70CRI Minimum. LED's are available in standard Neutral White (4000KLIc optional Cool White (5000K) or RZR &RZRM s T Warm Whiteutral White Consult FFaa r ory for other LED options. R 1 AMBER LED's PCA (Phosphor Converted Amber) LED's utilize phosphors to create color output similar to LPS lamps and have aSIR ghT output RZR-MAF' c o in the blue spectral bandwidth. IRA (True Amber) LED's utilize T T material that emits light In the amber spectral bandwidth only without the use of phosphors. FINISH Electrostatically applied TGIC Polyester Powder Coat on substrate prepared with 20 PSI power wash at 140"F. Four step media blast and Iron phosphate pretreatment for protection and paint adhesion. 4001F bake for maximum hardness and durability. MAST ARM FITTER/ELECTRICAL HOUSING Replaces standard Electrical Housln . Fits standard 2 3/8. O.D. FIXTURE A R C C RZR-G Is, W.61 s• r srlmm nrmm lmm ,nn.n RZR I4.76' 26.W' 2.76- 6.6' a?i namm xmm Iff""n RZRM II.r 22- 2s' 6.W RZR-MAF Is- 26.26' 2a' A' aelmm runvn eMm, ,®mm horizontal tenon.Two (2) straps with two (2) bolts each encircle •DLC PENDING AS OF Z/19 The lower half of the Tenon. Upper half of the Tenon rests on self -centering steps That position the angle of the luminaire at 0", +1.5". +1.5 or +3' up from The horizontal. All hardware is stainless steel. UL us 6 MADE IN THE ® 111 2020248 Lc,eo am wan Aw,rx n wwwa cA uses, U.S. Architectural Lighting '^�'°;"6°""�0r^'r'^'f1S101 13 U.S. ARCHITECTURAL "vim m® SITE LIGHTING FIXTURE CUT SHEETS 18' + �� 9' +.8 \ N +.7 +.3 ? +.2 ±3'WAL -1 �1 9 FFE=428. 2.7 3�4 2 0.1 12 I 42, GND •+ \. 2� jd8' 3 3.8 0':2 0 5 1.0 2 19, 1 I - - FFE-42865' 6-4 7.20'+ 5 0.6 0.6 + .4 428 .6 2.0 .6 o y ... PROPERTY BOUNDA GO Q z 4 \�� ) 2g + 423.91' 0•\1 0 6 4 . 3 . 5 3 . 8 427. T ' 71 1 .7- _--,1' -- = .��< 1". 2, ` 1, 3 TC 1 . 2 N 0 .7 . 6 0 .5 O . s 1. . 7 2 1 2 . 9 2 . 1�' . 3 0.1 26' 3%\ N �� 1 2 Q11 I0. /1 4. 4.5�1�1�5. r. 2.2 2.9 .3 +.8 1 3 '�428.Q5 1.1. 0. + +.0 1.6 +. +. -� . °` ,l. ti;. 1. 0. .6 + 6 1.1 1.7 2. + 1. p,,O.5 1. 1.6 5\� .2 1 - + � SCALE 1" 20' I + // M 20 6 I428.50 S% TC o 428 1 \ 0 20' 40' •1.1 0.2 / 0. +..9� 3.8 3.7 3 1p 2.6 2.7 2.9 2.9 .9 + 9 +.2 -2 �2. 1.9 1. 1.0 2. .�D .6 1.7 .47. 1 2.7 1 1. 1. .7 TC1.9 2.2 2.5 2.2 8 Q 'b p\. 0.2 0. +.0 --431 0 S 431.69' // 0.0 + / + 5' + +j8' 8' Oy 0.� 0.9 3.4 2. 2.6 3. 3.3 3.6 3.4 2. 2.6 .7 2.9 3.0 2_3 2 � 3.45' 3.5 5"S.1 2.9 2.6 .429 2. 2 3 .0 3.9 4.9 3.5 4 - - 1 2.8 3.0 3 .1' 2.7 ,-L.6"" 0 7 0. 0.0 0.6.0 \ 26 428 - 432 43. 15' + + + + + + + + + + + 430 + + + + +SAN / p p + .3 .4 3 4.0 4.2 3.8 3.8 3.6 R31 3.6 3.7 3.2 3. 2. 3.4 3.7 3.8 4.0 3.7 3.3 2. 2.9 .8 3.7 4 7 4. ^ 4 9 .7 .2 4.1 3.9 3.3 2 .1 .0 0.0 43 �R147' 03 0.1 + 1.1 0 +.8 3.9 +.1 11 3.9 4. + 3.9 3.4 + 6 2.3 4.1 4.0 + +. 3.4 2.8 2 926 +.3 2.7 3.3 3.6 4.2 4.0 4. 9.4 3 . 79' 6.1 .7 +.4 +.9 /U/ //+ 0 R3' 2 433 / / n 43 30' � 431 M t5 WALL TC � 432 + + a 27'+ + g' / / \\ 1 0. 0.4 0.3 0.6 CB 5.0 5.1 4. 4 OG� 2 4 0 0.20. L e 3.4 .8 .1 1.9 .0 2.3 2.73,5 .4 3. 3. 8 6.2 6.7 6.6R10'S 6 5. 1 ..�435d 0.1 0.1 0. / • MH :� 2G 0' M 434 43 TC // + + + + + + + + {1 3 + + + p . 4 1.1 ' + + + + + + + +, + + A,34 + + / 0.2 .2 0.3 0. i� 3.7 -5.0 5. 4 .1 4.0 2 :7 0:3 0.2 0.2 0.4 0 435 .s 1, l.s .7 1.9 2.3 434 2 .3 6.4 6.6 5. / 0.3 :i 01,1 / \\\ ~ �\ A31• Mx o.s 0436 / \,__ 433 0. 0.9 0.6 .�\„ + + _ 3.9 +.9 +.2 4.0 y9/ .6 0.3 0.2 0.2 0. 0. 0.2 0 2 0.6 434 + 1 2 +. 1.7 .4 4.�2 +.4 �\ \ d 0.5 a35s5' p. 435 435-435 // / // 0.3 //95' PKtOXllii Y + + + / +� + // �'iLYMPI) D IVE .3 0.�25, �� 2.1 �.2 .8 /0. 0.3 0.2 0.1 _ 0__ 0..L` 0.1 0.1 0.2 0 2- O ,.9 436 .7 0 4.1 3.9 9.0 6 / 436 '1 0 0.94 // / p3 _ /y + + + + +A + _ + + + + + + 0 ��� + 18' + + + 0 0.3 .6 2 1 9 0. -pl!2� 0.2 0.1 0.1 0.1 0.1 .2 0.3 `\0.��� 2.7 .7 2. 2.5 .0 0 LD.•� / / 155' A R1 TELY TO �I R25' 0.5 TOWN A COIL Y LANE + + - ; + + , + + / 0.2__pAl 0. 0.1 0.1 0.2 0.2 0.3 0. O 0.5 0.5 43+ 436.21 / \ 5 / / / 0.1 0. 0.2 0. 0.01_0: _ 0.1 1 0.2 0.2 0.3 0. 0. .9 3l3 1.0 0 005.4 - 0.0 4 // 0.5 / _ 0.0 0.0 0.0 +.0 0.2 0.2 0.2 0.3 0 + / 0.8 0 5 0.4 + + 0.4 / 0.0 0.0 0. -.Q.1 0.1 0 2 0.3 .3 -/ / :W. RA III W'o. 14 09/20/21 s m E 0 N OV N C > E w N E a LL o 3 � K O L < _j U o Z w _j -u O > o rn (LL7LU N d w � 3 0 ZI V /I w w Q Q Z �U> O c w+ tN Om n N W v (� OJ J lY CL LIJ O KK (=0 ti 0 2 rNI 2 F ti Lu F N < O ti Z O N DATE ex: 1212712021 O DRAWN BY M.RACHNER • DESIGNED BY • M.RACHNER • CHECKED BY F.HAN000K • • SCALE 1"=20' z w U I� H� Q LU Z_ 0 "0 z>� Qw0 CE z w a. woz U Q Q J Z / n 0 V �Uz Z I --I 2 O (D W V / JOB NO. 49421 SHEET NO. L3.0 0 c 2 L