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HomeMy WebLinkAboutSDP202200045 Plan - Submittal (First) 2022-06-22VEHICLE TRIP GENERATION TOWNEPLACE INN AND SUITES TAX MAP PARCEL AND OWNER INFO: TMP 78-9D (07800-00-00-009D0) PANTOPS HOTEL, LLC PO BOX 3535 WILLIAMSBURG, VA 23185 TOTAL PARCEL AREA: 2.4 ACRES LIMITS OF DISTURBANCE: 2.30 ACRES ZONING: HIGHWAY COMMERCIAL (HC) MAGISTERIAL DISTRICT: RIVANNA OVERLAY DISTRICTS: STEEP SLOPES- MANAGED ENTRANCE CORRIDOR ABUTTING PARCELS: TMP 78-913 (07800-00-00-009B0) 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 (07800-00-00-011B1) SANDAV, LLC ZONED: HIGHWAY COMMERCIAL (HC) USE: COMMERCIAL CAR SALES PARKING SOURCE OF SURVEY, BOUNDARY, AND TOPOGRAPHY: TIMMONS GROUP VERTICAL DATUM REFERENCE: NAVD 88 UTILITIES: ACSA PUBLIC WATER AND 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 STEEP SLOPES: THE SITE CONTAINS MANAGED STEEP SLOPES. EXISTING LANDSCAPE FEATURES: PREVIOUSLY DISTURBED - LIGHT VEGETATION, BRUSH, 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: 119 SPACES IMPERVIOUS AREA EXISTING IMPERVIOUS AREA: 0.017 ACRES PROPOSED IMPERVIOUS AREA: 1.66 ACRES Trio Generation forTownolace Inn and Suites LAND USE 1TE CODE AMOUNT UNITS WEEKDAY AM PEAK HOUR PM PEAK HOUR ADT IN OUT TOTAL IN OUT TOTAL Hotel 310 119 Rooms 995 35 1 30 1 64 42 30 73 UTILITY DEMANDS WATER FLOW (AVERAGE DAILY DEMAND) AVERAGE FLOW RATES HOTEL = 130 GPD/ROOM 130 GPD/ROOM x 119 ROOMS TOTAL = 15,470 GPD AVERAGE HOURLY DEMAND = 15,470 GPD / 24 HOURS = 644.58 GPH MAXIMUM HOURLY DEMAND = 644.58 GPH X 300% = 1933.74 GPH PEAK HOURLY DEMAND = 1933.74 X 150% = 2900.61 GPH 2900.61 GPH / 60 MIN = 48.34 GPM TOTAL FIXTURE COUNTS (TO BE PROVIDED IN FUTURE SUBMISSION) SEWER FLOW (AVERAGE DAILY FLOW) ESTIMATED TOTAL = 130 GPD/ROOM x 119 ROOMS = 15,400 GPD FINAL SITE PLAN FINAL SITE PLAN NUMBER REF: INITIAL SITE PLAN SDP202100097 COUNTY OF ALBEMARLE, VIRGINIA 06/21/2022 •„�nM ��� .ate., PROJECT SITE J r VICINITY MAP SCALE 1" :1000' OWNER: PANTOPS HOTEL, LLC PO BOX 3535 WILLIAMSBURG, VA 23185 DEVELOPER: HMP PROPERTIES, LLC 5388 DISCOVERY PARK BLVD STE 300 WILLIAMSBURG, VA 23188 CONTACT: SAHIL PATEL PHONE: 757-876-6306 ENGINEER OF RECORD: TIMMONS GROUP 608 PRESTON AVENUE, SUITE 200 CHARLOTTESVILLE, VA 22903 CONTACT: BRYAN CICHOCKI, P.E. TELEPHONE: 434-327-5380 Sheet List Table Sheet Number Sheet Title C0.0 COVER SHEET C1.0 NOTES AND DETAILS 1 C1.1 NOTES AND DETAILS 2 C1.2 NOTES AND DETAILS 3 C1.3 NOTES AND DETAILS 4 C1.4 NOTES AND DETAILS 5 C2.0 IEXISTING CONDITIONS PLAN C2.1 IDEMOLITION PLAN C4.0 LAYOUT AND UTULITIES PLAN C4.1 EASEMENT PLAN C4.2 EXISTING EASEMENT PLAN C5.0 OVERALL GRADING AND DRAINAGE PLAN C5.1 DETAILED GRADING AND DRAINAGE PLAN C7.0 STORM PROFILES C7.2 UTILITY PROFILES L1.0 LANDSCAPE PLAN L2.0 LANDSCAPE NOTES AND DETAILS L3.0 SITE LIGHTING AND PHOTOMETRIC PLAN L4.0 SITE LIGHTING CUT SHEETS TOTAL NUMBER OF SHEETS: 19 SIGNATURE PANEL: APPROVAL DATE 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 G� Bryan D. Cichocki l ic. No. 53741 ywu N z 0 f z O d U U, W z O W w DATE 06/21/2022 DRAWN BY T. BRIGHT DESIGNED BY T. BRIGHT CHECKED BY B. CICHOCKI SCALE N/A v / `Lj 1 a 0 Z tY Q'ww z�= z w U') I --I cc J W LL LU O J�0 �U a O LJJ z O L LM JOB NO. 49421 SHEET NO. C0.0 GENERAL NOTES ALBEMARLE COUNTY ENGINEERING GENERAL CONSTRUCTION NOTES 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT OF WAY, INCLUDING 1. CONTRACTOR SHALL COORDINATE ALL REQUIREMENTS FOR AS BUILT DOCUMENTATION, AS CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA REQUIRED BY THE LOCALITY. THIS INCLUDES, BUT IS NOT LIMITED TO, TESTING, INSTALLATION DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT DOCUMENTATION, SURVEY, ETC. ALL REQUIREMENTS SHALL BE DISCUSSED WITH THE LOCALITY THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF PRIOR TO THE BEGINNING CONSTRUCTION. THE PERMIT SHALL GOVERN. 2. ALL MATERIALS AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH CURRENT VIRGINIA 2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS DEPARTMENT OF TRANSPORTATION'S SPECIFICATIONS AND STANDARDS. AND STANDARDS OF VDOT. 3. PRIOR TO ANY CONSTRUCTION, THE CONTRACTOR SHALL CONSULT THE ENGINEER AND VERIFY THE 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVAL OF THE PLANS BY ALL FEDERAL, STATE AND LOCAL AGENCIES. APPROVED EROSION CONTROL PLAN AND MUST BE INSTALLED PRIOR TO ANY CLEARING, GRADING 3. LAND USE PERMITS (LUP-A) MUST BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF OR OTHER CONSTRUCTION. TRANSPORTATION PRIOR TO BEGINNING ANY CONSTRUCTION WITHIN THE EXISTING STATE 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. MAINTAINED RIGHT OF WAY (INCLUDING ACCESS). 5. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL:VERTICAL). WHERE REASONABLY 4. VDOT IS TO RECEIVE WRITTEN NOTIFICATION 48 HOURS PRIOR TO COMMENCING WITH INITIAL OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED. CONSTRUCTION ACTIVITIES. 6. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF 5. THE CONTRACTOR SHALL VERIFY THE ELEVATIONS OF ALL POINTS OF CONNECTION OR PROPOSED THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A WORK TO EXISTING CURBS, SANITARY LINES, WATERLINES, ETC, PRIOR TO CONSTRUCTION. DRAINAGE CHANNEL. 6. UPON DISCOVERY OF SOILS THAT ARE UNSUITABLE FOR FOUNDATIONS, SUBGRADES, OR OTHER 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC ROADWAY CONSTRUCTION PURPOSES, THE CONTRACTOR SHALL IMMEDIATELY CONTACT THE CONTROL DEVICES. OWNER. THESE AREAS SHALL BE EXCAVATED BELOW PLAN GRADE AS DIRECTED BY THE OWNER'S 8. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS REPRESENTATIVE, BACKFILLED WITH SUITABLE MATERIAL AND COMPACTED IN ACCORDANCE WITH III. SPECIFICATIONS. 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS 7. ALL STORM SEWER DESIGN AND CONSTRUCTION TO BE IN ACCORDANCE WITH VDOT STANDARDS. FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). 8. ALL STORM SEWER PIPE SHALL BE REINFORCED TONGUE AND GROVE CONCRETE PIPE IN 10. RETAINING WALLS GREATER THAN 3 FEET IN HEIGHT REQUIRE A SEPARATE BUILDING PERMIT. ACCORDANCE WITH ASTM-C-76. PIPE WITHIN THE RIGHT OF WAY SHALL BE MINIMUM CLASS III OR WALLS EXCEEDING 4 FEET IN HEIGHT REQUIRE A STAMPED ENGINEERED DESIGN ALSO. WALLS GREATER IN ACCORDANCE WITH CURRENT VDOT STANDARDS AND SPECIFICATIONS. REQUIRE INSPECTIONS AS OUTLINED IN THE USBC. 9. IF PRE -CAST UNITS ARE TO BE USED, VDOT SHALL BE NOTIFIED AND THE MANUFACTURER SHALL 11. ALL WATER, SEWER AND FIRE LINES REQUIRE NEW INSPECTION AND TESTING PROCEDURES. THE SUBMIT DRAWING DETAILS FOR REVIEW. CERTIFICATION AND VDOT STAMP WILL BE REQUIRED ON ACSA PERFORMS ANY TESTING AND INSPECTIONS OF THE PUBLIC SEWER AND WATER MAIN(S). THE ALL UNITS. ALBEMARLE COUNTY BUILDING INSPECTIONS DEPARTMENT (ACBID) DOES A VISUAL INSPECTION 10. ALL CONCRETE SHALL BE A3-AE (AIR ENTRAINED 3,000 PSI), UNLESS OTHERWISE NOTED. AND WITNESSES THE TESTING OF THE BUILDING DRAIN, WATER SERVICE PIPE AND THE SPRINKLER 11. ALL ENTRANCES ARE TO BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH CURRENT VDOT LEAD-IN CONNECTION. THE DEVELOPER/ CONTRACTOR IS RESPONSIBLE TO RETAIN A SPECIAL STANDARDS. INSPECTOR AS OUTLINED IN THE UPDATED ALBEMARLE COUNTY POLICY FOR SITE UTILITIES TO 12. DESIGN CHANGES SPECIFIED MATERIALS CHANGES AND/OR FIELD CHANGES FROM THE APPROVED PERFORM THE VISUAL INSPECTION AND TESTING OF ALL UTILITIES NOT COVERED BY THE ACSA OR PLANS NEED TO BE RESUBMITTED TO THE ENGINEER PRIOR TO PROCEEDING WITH THE WORK. A ACBID. THIS INCLUDES BUILDING SEWERS, WATER AND FIRE LINE BRANCHES BETWEEN THE MAIN LETTER OF EXPLANATION SHALL ACCOMPANY THE REVISED PLANS AND/OR THE DRAINAGE AND THE METER(S)/ BUILDING(S).THE SPECIAL INSPECTOR'S REPORT MUST BE SUBMITTED AND CALCULATIONS, WHICH MUST BE SUBMITTED AND APPROVED BY THE ENGINEER. APPROVED BY THE ALBEMARLE COUNTY ENGINEERING DEPARTMENT PRIOR TO A CERTIFICATE OF 13. CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND UTILITIES SHOWN OCCUPANCY BEING ISSUED. 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, BLASTING NOTES 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 1. BLASTING SHALL NOT BE PERMITTED ON THIS PROJECT. REQUIRED BY THE DEVELOPMENT. 14. CASING SLEEVES SHALL BE PLACED AT ALL ROAD CROSSINGS FOR GAS, POWER, TELEPHONE AND ALBEMARLE COUNTY STORMWATER MANAGEMENT NOTES CABLE TV SERVICE TRUNK LINES. (N/A) 15. THE INSTALLATION OF SEWER, WATER, AND GAS MAINS (INCLUDING SERVICE LATERALS AND 1. ALL DAMS AND CONSTRUCTED FILL TO BE WITHIN 95% OF MAXIMUM DRY DENSITY AND 2% OF SLEEVES) SHALL BE COMPLETED PRIOR TO THE PLACEMENT OF AGGREGATE BASE COURSE. OPTIMUM MOISTURE CONTENT. ALL FILL MATERIAL TO BE APPROVED BY A GEOTECHNICAL 16. VDOT & ALBEMARLE COUNTY APPROVAL OF CONSTRUCTION PLANS DOES NOT PRECLUDE THE ENGINEER. A GEOTECHNICAL ENGINEER IS TO BE PRESENT DURING CONSTRUCTION OF DAMS. RIGHT TO REQUIRE ADDITIONAL FACILITIES AS DEEMED NECESSARY. 2. PIPE AND RISER JOINTS ARE TO BE WATERTIGHT WITHIN STORMWATER MANAGEMENT FACILITIES. 17. VDOT SHALL HAVE APPROVED THE AGGREGATE BASE COURSE(S) FOR DEPTH, TEMPLATE AND 3. FOR TEMPORARY SEDIMENT TRAPS OR BASINS WHICH ARE TO BE CONVERTED TO PERMANENT PERFORMED THE REQUIRED FIELD INSPECTION (PROOF ROLL) PRIOR TO PLACEMENT OF ANY STORMWATER MANAGEMENT FACILITIES; CONVERSION IS NOT TO TAKE PLACE UNTIL THE SITE IS SURFACE COURSE(S). CONTACT THE OWNER'S REPRESENTATIVE FOR INSPECTION FOR THE STABILIZED, AND PERMISSION HAS BEEN OBTAINED FROM THE COUNTY EROSION CONTROL AGGREGATE BASE COURSE(S) 48 HOURS PRIOR TO APPLICATION OF THE SURFACE COURSE(S). INSPECTOR. 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 A117.1-03. 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. 36. WHERE THE FLOOD LEVEL RIMS OF PLUMBING FIXTURES ARE BELOW THE ELEVATION OF THE MANHOLE COVER OF THE NEXT UPSTREAM MANHOLE IN THE PUBLIC SEWER, THE FIXTURES SHALL BE PROTECTED BY A BACKWATER VALVE INSTALLED IN THE BUILDING DRAIN, BRANCH OF THE BUILDING DRAIN OR HORIZONTAL BRANCH SERVING SUCH FIXTURES. PLUMBING FIXTURES HAVING FLOOD LEVEL RIMS ABOVE THE ELEVATION OF THE MANHOLE COVER OF THE NEXT UPSTREAM MANHOLE IN THE PUBLIC SEWER SHALL NOT DISCHARGE THROUGH A BACKWATER VALVE. ri-II, GEIER4TOR sagm uLL 6EC110N Y Y9 KLLE T.1'd �.1 WALL SECTION CILM•N STEEL 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. MTERJ 1w LEDAR OR EaIAL LOOCAISLE HASP DROP ROD, r vIOL ffRk Y-0• Lau WnTa W DEl� m+v PANT NffRIOR 607E a WALL AREA a MOW KOK fOFOJI S• FE DIM BOL STEEL PIOLLARDS FILLED WV CalOREff $m AJ (EF EkffRiOR SiDE a W0 AM STIMT11RAL NEEL GATE F'OST EA NDE b• DA. STEEL PIPE DOLLARS FLLED IM Cal M EA SIDE CONE SLAB SL WIWIN - RcWi b" KIN" AIRY b. EDGE DOIN -REFER TO 6IM PLAN EXIETdOR NMSN SYSIEII fEFB) Ecneae•ra MWOFEW GM1 WALL WITH EF6 aJ L VERP1' DRANAGE EXIERIORFALEBaLY 0e'k7-e .. I '� HEWIFIs B"WIT14 t. FW IXMLMG 0.� MpNI®LI6Nf AND DIFLEk Cr1ILE1 N STORAGE 3. Djift LR LNCLaUF EXT mFNINJ TO MATGNFNIWaMAI IIII Y ! /J 4 --- WM / TW A NTEFIOR WN.LS Alm LyII l 9 E I.l r�IIyI I.I �r of -I OEILIMS PANTED FNIEN Al MN0N1 S DMACE INIM I- 'I f� GARAGE DOOR /_. (OR NNW LIGNt FW(IIFE . - I %VTR QCAA�/ m iTT'KAL: 'GARAGE DDDR 3 .. ... t2.� , '.:TVIEENIOLO TO'' o � (:•.: - - nlikiATE WAFER '- �" I cuc'>ts•w ► LJ _ y LLI 2 O A591 VDOT A-3 CONCRETE 21B STONE BASE FROM ADJACENT PAVEMENT SECTION UNDER CURB, 6" MIN. DEPTH VDOT STANDARD CG-2 CURB T 6" MIN. ItAN d CURB AND GUTTER CLASS 3A, VCONC 000 PSI) CONCRETE 6„d 1Y.1,LI 13" a ° ac ° „ 7 16 d d.4 i�6"� 2'-0„ _ I 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 • Wo"s ffftwo"NO5010, ME3��W4Lffids wO''c^ a 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% a \ / 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. fl�lTryaiu A Cichocki Lie. No. 53741 "°•paw �O�/� L �S`YIONAL 'W C- d �lA ^� E 0 N OV C N o > E w N E w i 3 Q LL Z 3 LL 2 2' O L M Q J U OW W J -ui 0 W 7 30; J w 04 2 U > IN a c Lfi o+ O N `1 M d � OD J ui z 0 O M 0 x F 0 w w_ z O > 0 0 N Z 0 z O a U In w O z O In > w w 0 DATE 0612112022 DRAWN BY T. BRIGHT DESIGNED BY T. BRIGHT CHECKED BY B. CICHOCKI SCALE N/A U) W U) Q ,, ^^ VJ Q� z J z cD 1--1 Q Q z<� w W I -I m J Q U 0 Q J >_ � (IF Lu 0 z � z O JOB NO. 49421 SHEET NO. C1.0 e n 0 L DENOTES CONCRETE SIDEWALK PAVEMENT ON PLANS CONCRETE SIDEWALK PAVEMENT SECTION No Scale SIGNAGE NOTES: BOLLARD DETAIL No Scale 4" DIAMETER STEEL PIPE FILLED WITH CONCRETE. BOLLARD SHALL BE PAINTED YELLOW PAVEMENT 2'-O" DIAMETER CONC. FOOTING P W LENGTH ANCHOR WITH 5/e' REBAR IMBEDDED 24" IN GROUND; 2 PER WHEEL STOP PRECAST CONCRETE WHEEL STOP No Scale ° TRANSITION BETWEEN PIPE DIAMETERS WHEN DIFFERENT SIZES OF PIPES ARE ENCOUNTERED. NOTES SHAPING OF MANHOLE AND INLET INVERTS IN ACCORDANCE WITH THIS DRAWING IS TO APPLY TO THOSE STRUCTURES SPECIFIED ON PLANS OR WHERE INVERT OF PIPE IS ABOVE INVERT OF STRUCTURE. MANHOLE OR DROP INLET IS TO BE FORMED AND CONSTRUCTED IN ACCORDANCE WITH APPLICABLE STANDARD OR SPECIAL DRAWING. 1. ALL SIGNING AND PAVEMENT MARKING SHALL BE IN ACCORDANCE WITH THE MOST CURRENT EDITION OF EACH OF THE FOLLOWING AND ANY REVISION THERE TO: A. MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. B. THE VIRGINIA SUPPLEMENT TO THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. C. THE VIRGINIA DEPARTMENT OF TRANSPORTATION ROAD AND BRIDGE SPECIFICATIONS. D. THE 2000 INTERNATIONAL FIRE CODE. 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 NOTE 1 ABOVE. 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" u `�"P' 12 STD. (VAR ES) R1-1 NOTE: STOP SIGNS TO BE 30" WITH STOP BAR DETAIL HIGH INTENSITY SHEETING NO SCALE SOLID WHITE LINE 1 6' 2 � f _ 2' (TYP.) (TYP.) STRIPING AND SIGNAGE DETAIL 2016 ROAD & BRIDGE STANDARDS SHAPE TO ELEVATION OF MID -POINT OF LARGEST PIPE. SHAPE CONT OF E° 9 SLOPE TO DRAIN TO INVERT OF OUTLET PIPE SECTION A -A METHOD OF TREATMENT IN DROP INLETS �e SLOPE TO DRAIN TO INVERT OF / OUTLET PIPE THE INVERT SHAPING AS DETAILED HEREON IS TO CONSIST OF A V PORTLAND CEMENT CONCRETE MIX CONFORMING TO CLASS A3 OR / CLASS C1, EXCEPT THAT 25X OF COARSE AGGREGATE MAY BE UP TO 4" IN DIAMETER AND CONSIST OF STONE, BROKEN BRICK, v • 7:; BROKEN CONCRETE OR BROKEN CONCRETE BLOCK. THE SURFACE SHALL BE LEFT SMOOTH BY MEANS OF HAND TROWELLING. NONE OF THE COARSE AGGREGATE SHALL REMAIN EXPOSED. a PETALS OF INVERT SHAPING AS SHOWN HEREON ARE FOR EXAMPLE PURPOSES ONLY. EACH MANHOLE OR DROP INLET IS TO BE SHAPED [����- ��ij INDIVIDUALLY TO BEST FIT THE PARTICULAR INLET AND OUTLET CONFIGURATION AND FLOW LINES. SECTION B-B PLAN METHOD OF TREATMENT IN MANHOLES XVIDO ROAD AND BRIDGE TANDARDS STANDARD METHOD OF SHAPING SPECIFICATION REFERENCE SHEET , OF , REVISION DATE MANHOLE & INLET INVERTS 302 106.08 VIRGINIA DEPARTMENT OF TRANSPORTATION 2016 ROAD & BRIDGE STANDARDS GR-2, 2A 6'-3" x J J J GR-2 (6'-3" POST SPACING) MAX DYNAMIC DEFLECTION • 3' NOTES EXPANSION JOINT WITH PREMOLDED EXPANSION 1/4" SEALANT FILLER, "ZIP STRIP" OR NON -SLIP BROOM FINISH EQUIV., SEAL WITH WWF 6X6 VV2.9XW2.9 NOTE: HYDRANT MUST BE SILICONE SEALANT 2„ EQUIPPED WITH CHARLOTTES— VILLE THREADS WHICH IS a 8 e., 10" 3,000 PSI AIR ENTRAINED PORTLAND THE LOCAL STANDARD. 1 �° � CEMENT CONCRETE LENGTH OF BRANCH VARIES 6' MIN 2' TO 10' 6" TYPE 21A STONE COVER (270•) 16"-22" j \\��/�\\�\yam COMPACTED SUBGRADE (CBR 11.2) 7 CU. FT. VALVE BOX #68 STONE s" GATE DENOTES CONCRETE SERVICE AREA PAVEMENT ON PLANS 42"1MIN .. VALVE TX 6„ TEE E HEAVY DUTY CONCRETE SECTION 2500 P.S.I. CONCRETE ^`1 No Scale r ar °elm. BASE AND THRUST ;' ,+;, ; ;I. 1./° BLOCK AGAINST UNDISTURBED STABLE SOIL STEEL PILE SIGN WHEN THE SOIL IS DISNRBED OR WHEN RESTRAINED JOINT FITTINGS STD. U POST A HYDRANT IS LOCATED IN A FILL, IN ADDITION GALVANIZED TO POURING CONCRETE, A STEEL PLE SHALL BE USED AS ADD17IONAL SUPPORT. NOTE 1. SURROUND WEEP HOLES WITH 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. 5. 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 2016 ROAD & BRIDGE STANDARDS X 27%4" MIN - 28%4" MAX RAIL HEIGHT 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 501.02. 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 ''/," 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 GR-INS. ALL W-BEAM RALS 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 RAL ON THE BACK OF THE POST FOR STANDARD GR-2A SHALL BE APPROVED BY THE ENGINEER PRIOR TO INSTALLATION. 3`11/2" 1. 3'-11/2" Y-11/," N-1Yz �rlYJJ, ' l�la�larlar' /Y'r. J �J GR-2A (3'-11/z' POST SPACING) MAX DYNAMIC DEFLECTION • 2' : OPTIONAL GR-2A METHOD x OPTIONAL GR-2A METHOD USING NESTED RAIL USING ADDITIONAL RAIL ON BACK OF POST x WHEN NESTED RAIL OR ADDITIONAL RAIL IS PLACED ON BACK OF POST FOR GR-2A THE POST SPACING WILL BE 6'-3". FLARE RATES DESIGN SPEED INSIDE SHY LINE BEYOND SHY LINE MPH SHY LINE LS FLARE RATE FLARE RATE 70 9' 30:1 15:1 +M 60 8' 26:1 14:1 s 50 6.5' 21:1 q 40 5' 16:1 8:1 30 4' 13,1 7:1 • SUGGESTED MAXIMUM FLARE RATE FOR SEMI -RIGID BARRIER SYSTEMS XVDOT A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE. ROAD AND BRIDGE STANDARDS STANDARD BLOCKED -OUT W-BEAM GUARDRAIL SHEET 1 OF 2 REVISION DATE (STRONG POST SYSTEM) 501.04 08/14 VIRGINIA DEPARTMENT OF TRANSPORTATION 2016 ROAD & BRIDGE STANDARDS NOTE: GUARDRAIL AND RETAINING WALL INTEGRATION TO BE DESIGNED BY STRUCTURAL ENGINEER AND SUBMITTED FOR SECOND SUBMISSION OF FINAL SITE PLAN. SPECIFICATION REFERENCE 221 505 C$5 SIGN AND POST DETAIL No Scale CONCRETE BUMPER BLOCK ANCHOR WITH 5/8" REBAR IMBEDDED 24" IN GROUND HANDICAP SIGN LOCATION (TYP.) o PER VDOT 8' 5' 1 8' 8' 8' TYPICAL VAN ACCESSIBLE ACCESSIBLE HANDICAP SPACES TYPICAL PARKING SPACE DETAILS No Scale :R TO VDOT STD STP-1 DETAIL MOUNTING REQUIREMENTS HANDICAP SIGN LOCATION (VAN) 1 18'I 1 RESERVED I ( RESERVED PARKING PARKING II $m_$wRE CONCRETE BUMPER BLOCK AS NOTED ON C4.0 & C4.1 `FACE OF CURB 4" PAINTED STRIPE 9, (TYPICAL) REGULAR SPACE TVAN 6'-8" MIN. ACCC9EE 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 Y v, � A ryae A Cichocki Z Lie. No. 53741 4 &W, L 0 �1 ,Ql 10NAL d �lA ^� E 0 N O rN N 0 > E w v E w v 3 LL o 3 LL 2 O L M Q J U W W J —� V (A N 1 v > 0 J 0 Q U) N 2 M 7 > Q N rn C 0+ O N `1 M d � OJ J Ui z 0 0 x 0 x 0 > LU U Q z 0 0 O (A Z 0 f z O F_ CII U) W O z 0 U) > W CII LU 0 DATE 0612112022 DRAWN BY T. BRIGHT DESIGNED BY T. BRIGHT CHECKED BY B. CICHOCKI SCALE N/A ui `) 1 H� U) Q Q z J z LD I-1 z2: LLJ J W LLJ J U 0 Q J } Z U) O Lu 0 z � z O JOB NO. 49421 SHEE T NO/. C1.1 m 0 3 a 7 9 0 oX 0 -Z 20 162 c m m "_6a c 0 a0 0 d o� rn d 0 2 a F w o �0 o '§ n N m 2 Y M N J N V X 0 0. 0,6 £ 2 ro h 0 0 m � c E `o a m or a 0 c �a 10 a o 0 o m � c 2 m m N c c 0 m Ti E Ec E F_ L 0 NyloplastiyAO_ANLEL DRAINAGE-�Y9IEM5, -INC. ,,.,ee roeay Nyloplast Drain Basin Maintenance Considerations Backeround• The Nyloplast Drain Basin is an engineered PVC surface drainage structure. These drain basins are custom manufactured according to the plans/takeoff specified by the site engineer. Nyloplast Drain Basins have a quick production time, creates water tight connections, and provide simple and quick installations. Installation shall be in accordance with Nyloplast installation procedures and those issued by local building/construction regulations. The required minimum sump located in the typical installation is for manufacturing purposes. Due to these manufacturing restrictions, the sump may collect sediment over time and the structure could require some maintenance. Maintenance Recommendations • Over the span of the first year of a new installation, visually inspect each basin every 2 months or after 2 storm events once the site has stabilized. • Check for obstructions and debris at the openings of the grate and remove as needed. • After cleaning the surface of the grate, remove the grate from the flame. • Once the grate is removed from the frame, check for obstructions and debris inside the basin (including the sump and inlet and outlet pipes) and clean out as needed. • A vacuum truck is best for the removal of debris when necessary. After the collection of the debris, it shall be disposed of according to the local environment requirements. • After the maintenance or inspection of the structure completed, set the grate back in the frame so it sits flush and does not ruck- • Once the monitoring period is over, it is best to continually schedule maintenance based on the amount of debris or sediment that accumulates overtime. NYLOPLAST 15" DRAIN BASIN: 2815AG X (1,2) INTEGRATED DUCTILE IRON FRAME & GRATE TO MATCH BASIN O.D. (3) VARIABLE INVERT HEIGHTS AVAILABLE (ACCORDING TO PLANS/TAKE OFF) MINIMUM PIPE BURIAL DEPTH PER PIPE MANUFACTURER RECOMMENDATION (MIN. MANUFACTURING REQ. SAME AS MIN. SUMP) (5) ADAPTERANGLES VARIABLE 0'-360' ACCORDING TO PLANS (4) VARIOUS TYPES OF INLET & OUTLETADAPTERS AVAILABLE: 4"- 15' FOR CORRUGATED HOPE (ADS N-121HANCOR DUAL WALL, ADSIFMCOR SINGLE WALL), N-12 HP, PVC SEWER (EX: SDR 35), PVC DAN (EX: SCH 40), PVC C900/C905, CORRUGATED & RIBBED PVC WATERTIGHTJOINT _ (CORRUGATED HOPE SHOWN) 1 - GRATESISOLID COVER SHALL BE DUCTILE IRON PER ASIM AM GRADE 705095, WITH THE EXCEPTION OF THE BRONZE GRATE. 2 - FRAMES SHALL BE DUCTILE IRON PER ASTM A516 GRADE 7051D.05 3 - DRAIN BASIN TO BE CUSTOM MANUFACTURED ACCORDING TO PLAN DETAILS. RISERS ARE NEEDED FOR BASINS OVER 84' DUE TO SHIPPING RESTRICTIONS. SEE DRAWING NO.7001-110M 4 - DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHALL GOt•FORM TO ASTM D3212 FOR CORRUGATED HDPE (ADS N-121HANCOR DULL WALL), N-12 HIP, a PVC SEWER 5 -ADAPTERS CAN BE MOUNTED ON ANY ANGLE 136V. TO DETERMINE MINIMUM ANGLE BETWEEN ADAPTERS SEE DRAWING NO. 7001.11D012 SPECIFICATION CLAUSE a E E K200 KLASSIKDRAIN 'DRAINLOK' T PAVEMENT PER SEE NOTE 4 DESIGN LOAD CLASS C d DOCUMENTS GENERAL THE SURFACE DRAINAGE SYSTEM SHALL BE POLYMER CONCRETE K200 CHANNEL SYSTEM WITH GALVANIZED STEEL EDGE RAILS AS MANUFACTURED ' d Q BY ACID POLYMER PRODUCTS, INC. Q Q MATERIALS .Q CHANNELS SHALL BE MANUFACTURED FROM POLYESTER RESIN POLYMER CONCRETE WITH AN INTEGRALLY CAST -IN GALVANIZED STEEL EDGE RAIL. MINIMUM PROPERTIES OF POLYMER CONCRETE WILL 4 d BE AS FOLLOWS: COMPRESSIVE STRENGTH: 14,000 PSI ,p FLEXURAL STRENGTH: 4,000 PSI TENSILE STRENGTH: 1,500 PSI WATER ABSORPTION: 0.07% T _ 4 FROST PROOF YES } DILUTE ACID AND ALKALI RESISTANT YES 'd _ d 13117 SALT SPRAY TEST COMPLIANT YES 8" [200mm] d d THE SYSTEM SHALL BE 8" (200mm) NOMINAL 4 Q INTERNAL WIDTH WITH A / / SLOPEOF 0.5 .OVERALL WIDTH AND ABUILT-IN SLOPE OF 0.5%. CHANNEL INVERT SHALL HAVE DEVELOPED'V" SHAPE. ALL CHANNELS SHALL BE INTERLOCKING WITH A MALE/FEMALE JOINT. THE COMPLETE DRAINAGE SYSTEM SHALL BE BY ACID POLYMER PRODUCTS, INC. ANY DEVIATION OR PARTIAL SYSTEM DESIGN AND/OR IMPROPER 8" [200mm] -+� 8" [200mm] INSTALLATION WILL VOID ANY AND ALL WARRANTIES NOTES: PROVIDED BY ACO POLYMER PRODUCTS, INC. 1. IT IS NECESSARY TO ENSURE MINIMUM DIMENSIONS SHOWN ARE SUITABLE FOR EXISTING GROUND CONDITIONS. ENGINEERING ADVICE MAY BE REQUIRED. CHANNEL SHALL WITHSTAND LOADING TO PROPER 2. MINIMUM CONCRETE STRENGTH OF 4,000 PSI IS RECOMMENDED. CONCRETE SHOULD BE VIBRATED TO ELIMINATE LOAD CLASS AS OUTLINED BY EN 1433. GRATE TYPE AIR POCKETS. SHALL BE APPROPRIATE TO MEET THE SYSTEM LOAD 3. EXPANSION AND CONTRACTION CONTROL JOINTS AND REINFORCEMENT ARE RECOMMENDED TO PROTECT CHANNEL CLASS SPECIFIED AND INTENDED APPLICATION. AND CONCRETE SURROUND. ENGINEERING ADVICE MAY BE REQUIRED. GRATES SHALL BE SECURED USING'DRAINLOW 4. THE FINISHED LEVEL OF THE CONCRETE SURROUND MUST BE APPROX. 1/8" [3mm] ABOVE THE TOP OF THE CHANNEL EDGE. BOLTLESS LOCKING SYSTEM. CHANNEL AND GRATE 5. CONCRETE BASE THICKNESS SHOULD MATCH SLAB THICKNESS. ENGINEERING ADVICE MAY BE REQUIRED TO SHALL BE CERTIFIED TO MEET THE SPECIFIED EN DETERMINE PROPER LOAD CLASS. 1433 LOAD CLASS. THE SYSTEM SHALL BE INSTALLED 6. REFER TO ACO'S LATEST INSTALLATION INSTRUCTIONS FOR FURTHER DETAILS. IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS AND RECOMMENDATIONS. K2D-C-EAP K200 - KLASSIKDRAIN - LOAD CLASS: C ACO Polymer Products, Inc. 825 W. Beechcraft St 9470 Pinecone Dr. 4211 Pleasant Rd. IN Exposed Asphalt Pavement Casa Grande, AZ 85122 Mentor, OH 44060 Fort Mill, SC 29708 INSTALLATION DRAWING - ACO DRAIN Tel: 520-421-9988 Tel: 440-639-7230 Tel: 639-723 DATE: 08/17/16 II Fax: 520 421 9899 Fax 440 639 7235 Fax 803 802 1063 Arizona Tel: 888-490-9552 e-mail: saleskDacousa.com Ohio Tel: 800-543-4764 www.acousa.com South Carolina Tel: 800-543-4764 18" MIN WIDTH GUIDELINE 8' MIN THICKNESS GUIDELINE TRAFFICLOADS: CONCRETE SLAB DIMENSIONS ARE FOR GUIDELINE PURPOSES ONLY. ACTUAL CONCRETE SLAB MUST BE DESIGNED TAKING INTO CONSIDERATION LOCAL SOIL CONDITIONS, TRAFFIC LOADING, & OTHER APPLICABLE DESIGN FACTORS. SEE DRAWING NO.7001-110-111 FOR NON TRAFFIC INSTALLATION. THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS I, - CLASS II, OR CLASS III MATERIAL AS DEFINED IN ASTM D2321. BEDDING & BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE PLACED & COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321. (3) VARIABLE SUMP DEPTH ACCORDING TO PLANS (6" MIN. BASED ON MANUFACTURING REQ) 4 MIN GRATE OPTIONS LOAD RATING PART M DRAWING # PEDESTRIAN MEETS K10 1599CGP 70D1-110-207 STANDARD MEETS H-20 1599CG5 7001-110.208 SOLID COVER MEETS K20 15WCGC 7001-110.209 PEDESTRIAN BRONZE WA 1599CGPB 7001-110-210 DOME WA 1599CGD 7001-110-211 DROP IN GRATE LIGHT DUTY 150101 7001-110-073 !s\ CC-12 GENERAL NOTES: 1. THE DETECTABLE WARNING SHALL BE PROVIDED BY TRUNCATED DOMES. 2. ALL DETECTABLE WARNING SURFACE PRODUCTS SHALL MEET THE REQUIREMENTS OF SECTION 504 OF THE SPECIFICATIONS FOR CG-12 DETECTABLE WARNING SURFACE. DETECTABLE WARNING SUFACE PRODUCTS USED SHALL BE FROM THE MATERIALS APPROVED PRODUCT LIST NUMBER 72. 3. SLOPING SIDES OF CURB RAMP MAY BE POURED MONOLITHICALLY WITH RAMP FLOOR OR BY USING PERMISSIBLE CONSTRUCTION JOINT WITH REQUIRED BARS. 4. REQUIRED BARS ARE TO BE NO.5 X 8" PLACED TCENTER TO CENTER ALONG BOTH SIDES OF THE RAMP FLOOR, MID -DEPTH OF RAMP FLOOR. MINIMUM CONCRETE COVER 1112'. 5. ROADWAY CURB / CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAMPS ARE INCLUDED IN PAYMENT FOR CURB / CURB AND GUTTER. 6. CURB RAMPS ARE REQUIRED FOR SIDEWALKS AND SHARED USE PATHS. THE WIDTH OF 7. DETECTABLE WARNINGS SHALL EXTEND THE FULL WIDTH OF THE CURB RAMP LANDING FLOOR. 8. CURB RAMPS WILL BE INSTALLED AND LOCATED WITHIN PEDESTR 9. RAMPS MAY BE PLACED ON RADIAL OR TANGENTIAL SECTIONS PROVIDED THAT THE CURB OPENING IS PLACED WITHIN THE LIMITS OF THE CROSSWALK AND THAT THE SLOPE AT THE CONNECTION OF THE CURB OPENING IS PERPENDICULAR TO THE CURB. 10. DETECTABLE WARNING SURFACE PANELS SHALL BE INSTALLED FLUSH WITH THE BACK OF CURB. 11. WHERE CURB RAMPS INTERSECT A RADIAL SECTION OF CURB AT ENTRANCES OR STREET CONNECTIONS THE DETECTABLE WARNING SURFACE SHALL HAVE A FACTORY RADIUS OR BE FIELD -MODIFIED AS RECOMMENDED BY THE MANUFACTURER TO MATCH THE BACK OF CURB. SEE CG-12-INS PAGES 204.06 NOTE; COMPONENTS OF CURB RAMPS CONSIST OF THE FOLLOWING: HYDRAULIC CEMENT SIDEWALK (DEPTH IN INCHES, AREA IN SQUARE YARDS) CURB WHEN REQUIRED (CG-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 3Q+TT� 10:1 MAX TYPE A PERPENDICULAR v 5. MIN ym 2MAX T 121 MAX S TYPE B PARALLEL AND 204.07 FOR METHODS OF INSTALLING DETECTABLE WARNINGS ON A RADIUS. A•MIN °"` •- AT , 2" HIGHER THAN EDGE OF PAVEMENT AT W.W. , SAME AS TOP OF CURB TYPE C PARALLEL & PERPENDICULAR TRUNCATED DOME a) 6'-z.a' c-c oI L o000o zl O O O O O O O O o o O 0 ���111 - O O O O O O O O O O O O LANDING RAMP 6 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O + v 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 iv 1` 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 I? 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5OX-65X OF BASE DIAMETER O O O O O O O O O O O O O O O TOP DIAMETER DETECTABLE WARNINGAT o SEEBACK NOTEO1 CURB rL- BAIOKIAMETER •i VARIABLE FULL WIDTH OF RAMP FLOOR _ TRUNCATED DOME PAY LIMITS DETECTABLE WARNING DETECTABLE WARNING INSTALLED ON A RADIUS DETAIL DETAIL XVDOT A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE. SPECIFICATION ROAD AND BRIDGE STANDARDS CG-12 DETECTABLE WARNING SURFACE REFERENCE SHEET 1 OF 5 REVISION DATE (GENERAL NOTES) 105 502 204.01 04/19 VIRGINIA DEPARTMENT OF TRANSPORTATION 504 901Fi R(TAII A RRIF3i RTANIIARn.q ACO DRAIN Type 676D Longitudinal ductile iron grate (ADA) Plan view ®©� tI�/j •'�i Slide elevation Description Part No. Length Width Weight inches (man) Inches (mm) lbs. DrainLok grate Type 676D Ductile iron longitudinal grate 142173 19.69(500) 9.41(239) "DrainLok" locking mechanism AGO DrainLokTM is a patented, 11 bolfless locking system that DIII clip removes the need for bolts and bars and improves the hydraulic Channel capacity of the channel. The DrainLok*" mechanism simply clips into the channel edge rail for rapid installation. AGO DrainLok*" grates are fitted with an an&shunt mechanism that restricts unwanted grate movement when installed, improving durability and longevity of the system. ACO Polymer Products, Inc. Northeast Sales Office West Saks ONlce Southeast Sales Mike Follow us on 9470 Pinecone Drive 825 W. Beechcraft St. 4211 Pleasant Road ©IF'1 Von Mentor, OH 44060 Casa Grande, AZ 85122 Fort Mill, SC 29708 L11 Tel: (440) 639.7230 Td: (520) 421-9988 Toll free: (800) 5434764 Electronic Contact: Toll free: (800) 5434764 Toll Free: (888) 490-9552 Fax: (803) 802-1063 info®ACODrain.us Fax: (440) 639.7235 Fete: (520) 421-9899 wwWACODrain.us o AW92o17Aso Poy,ver Produc6, Iz. Thisimicann .a lali",edto I,eau•ele bitais rotguararaised W been. Werennet assume lack, fnrresulty that cure, dNains rent oa iddoo l size coons of use are beyond the control of the downanY, It is the customer's meponsi ally to evaluate suitability and safety of Podzt for his amuse. ACO Potymer Products Inc. reserves to right to change to product and spectcaions without notice. August 2017 a a A. .e A A. •, �. - •. - • d- �d A . ..A . a" It 4 •. S. MIN. F` - 16" MIN. 17.5" .Q '6. 4 .. p,u A ..d .. ♦ a - ••. e'.. i 'd I- 60 3r d .74 MIN. -17.5"►'� 44" MIN. 'A A:. 37" MIN. NOTES: 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" METER NITS FIG. W-7B TD-15 Bryan D. Cichocki Lic. No. 53741 Yu1u N Z 0 f Z O 0- K V U) w 0 Z O DO > w w Q r� DATE 0612112022 DRAWN BY T. BRIGHT DESIGNED BY T. BRIGHT CHECKED BY B. CICHOCKI SCALE N/A vui `/ 1_ M U Q (� Q z J z � 1111 a�< ZCw a 0 z m C)_J Lu LL U Q Q J r � (ei a O LU z O � z `O 1 JOB NO. 49421 SHEET NO. Cl.z �a 0 �O 2 d LD apt 20 '6 c T E o o c w �o O C O 3 Z ur 0. L d F d) `o£ 0 O .3 nm m c > y U) @ J y U N O 0 U r 2 d N O N U � O E p c U ro 06 Q c O) aZ T 0a O c ,n p U) do U c w N 0 U) 0 C U N Ti o mmo OW d) m .� L �E E rn �E M N . on m N w � E wl 5 En a 0o _ I Ew �° E �2 Ew �a �W .� O N w _ru A 7 o E0N of oEl'-i O E ¢ N Y H Q N�Ed Nu9 w ink �j oW w JWJJJW p i ,-,wIL IL o xE V1 1-\W a o �z E E `� E E cq N FU N w 7� u u E N7 h N E E J m O z 0 o r, 01 o r. cNE aE of rnE pE W 1�'-' ,0 ,"' N 0 n u 0 W N N N Q U- w O O TYPICAL MANHOLE FRAME & COVER N.T.S FIG S-I-D TD-31 z I GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL INITIAL BACKFILL BEDDING 8 STONE * STABLE SOIL ROCK * SCRAPE THE BOTTOM OF THE TRENCH. REMOVE ALL STONES TO INSURE THE PIPE DOESN'T REST ON ROCK AND THEN COMPACT THE SOIL OR PROVIDE A 4" BEDDING OF #68 STONE. FOUNDATION IN POOR SOIL UNDER —CUT CONDITION NOTE 1. NO ROCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER LINES. 2. NO ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL BE ALLOWED ABOVE THE INITIAL BACKFILL. 3.THE INITIAL BACKFILL SHALL BE PLACED AND COMPACTED IN 6" LIFTS. 4. NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED IN THE TRENCH. 5. BELL HOLES SHALL BE DUG OUT IN ALL CASES. DUCTILE IRON WATER PIPE INSTALLATION & BEDDING WATER 2500 P.S.I. CONCRETE THRUST BLOCK NTS FIG. W-2 TD-2 PLACE 5' GALVANIZED WITNESS " POST WITH CAPPED ENDS PAINTED BLUE IN REMOTE AREAS AS DIRECTED. MARKER LOCATION MAY BE SUBJECT d' TO HIGHWAY DEPARTMENT APPROVAL. FINISHED GRADE —� ADJUSTABLE TRAFFIC RATED VALVE BOX W/ LID M.J. GATE VALVE LINE 2'x 2' BEARING AREA. NOTE : IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE. TYPICAL GATE VALVE NTS FIG. W-5 TD-9 SPECIFICATION REFERENCE 105 302 TAPER OR TOP, UNIT I_ r! fi I RISER'UNIT BASE -UNIT 7IT- I. 8"MIN EMBEDMENT SPRING LINE OF PIPE - NO. 68 STONE MIN 24' REMAINING BACKFILL SHALL NOT CONTAIN ROCK MATERIAL LARGER THAN 5" IN ANY DIMENSION —INTIAL BACKFILL* (6" LIFTS) * THOROUGHLY COMPACTED BY HAND OR APPROVED MECHANICAL TAMPER —HAUNCHING —BEDDING 6" max 4" min —FOUNDATION (SHALL BE REQUIRED WHEN SOIL CONDITIONS ARE UNSTABLE ,(ALL PIPE) NOTE 1. OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT-OF-WAY SHALL BE BACKFILLED ENTIRELY WITH NO. 21A STONE. 2. FOR DUCTILE IRON PIPE THE BOTTOM OF THE TRENCH SHALL BE SCRAPED AND COMPACTED, AND ALL STONES REMOVED OR A 4" BEDDING OF NO. 68 STONE SHALL BE PROVIDED 3. WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6" BEDDING OF NO. 68 STONE TYPICAL SEWER PIPE INSTALLATION IN TRENCH FOR DETAILS OF ALL COMPONENT PARTS AND "GENERAL NOTES- PRECAST" SEE SHEETS 103.01-103.11 SPACER UNIT NTS FIG. S-3 TD-34 ° O RISER UNIT if °REDUCER MONOLITHIC BASE c PRECAST MANHOLE VIRGINIA DEPARTMENT OF TRANSPORTATION 2016 ROAD & BRIDGE STANDARDS MH-2 0 0 RISER UNIT REDUCER UNIT BASEI UNIT _t+_� ROAD AND BRIDGE STANDARDS REVISION DATE SHEET 1 OF 1 106.07 VARIES u' • e a VAF M.J. FITTING WATER MAIN 4" DIP RESTRAINED JOINT FITTINGS TO METER BOX (SEE FIG. W-6A' THRU W-7E). - I C•I•T�77;7 4" PLUG THREADED FOR 2" COMPRESSION FITTING NOTES: • GATE VALVE WILL BE 4" UNLESS OTHERWISE SPECIFIED BY THE ACSA. • SERVICE LINE TO CONNECTAT MAIN WITH X"xV TEE. • REFERTO FIG. W-3 FORTHRUST BLOCK DETAILS ONTEE. • REFER TO FIG. W-5 FOR THRUST BLOCK DETAILS AND DEPTH OF COVER ON GATE VALVE. • NO CONCRETE SHOULD BE POURED ON ANY PART OFTHE RESTRAINED JOINT. USE PLASTIC SHEETING AS PROTECTION FOR BOLTS. • USE 2500 P.S.I. CONCRETE. LARGE METER SERVICE LINE NTS FIG. W-6C TD-12 JUNCTION BOXES, TRANSFORMER PADS, PEDESTALS, ETC. SHALL NOT BE LOCATED WITHIN THE RIGHT OF WAY, VARIES —101� 10' i WATER SEWER 3 2a o M LOCATION OF OTHER UTILITIES (GAS, ELECTRIC, TELEPHONE, CABLE, ETC,) EASEMENT WIDTHS, WATER OR SEWER ONLY - 20' MINIMUM WATER & SEWER 30' MINIMUM xt SEE PART 3, PARAGRAPH DI SEPARATION OF WATER & SEWER SYSTEMS, UTILITIES CROSSING A WATER OR SEWER EASEMENT SHOULD BE AT 90• TO THE RIGHT OF WAY, UTILITY LOCATIONS & EASEMENT WIDTHS NTS FIG. W-1 Brya6 D. Cichocki Z Lic. No. 53741 Yu1u M E o p T V N UI N C > E E w LL 3 LL w O m CC W L M Q� J V co w Jy — c d > a CD WAr N � x N Q < � LL LL C 0 Q D 7 2 c N Z =v> C ~ c r p O' N LL N M � ar W J vi O c� 0 0 o' 0 w w LL = a c a Z 0 Ln > 0 DATE 0612112022 DRAWN BY T. BRIGHT DESIGNED BY T. BRIGHT CHECKED BY B. CICHOCKI SCALE N/A LIJ 1_ �i / Q V/ Q z J < L2 z_jw z a 0 I --I m Q (� LL J r/ U ° Q J I__ uj 0 1 z O 0 � z `O JOB NO. 49421 SHEET NO. C1.3 L ST-1 NOTE, MIN, 60' DIAMETER MANHOLEI REQUIRED, 0 4 r M.H. STEP (7YP.) 4 DROP MANHOLE PVC CROSS AV e 4 USE APPROVED FLEXIBLE RUBBER yv �2' —annT a' 0 P b' GASKETED ,s STOP COUPLING o — 27' PIPE STRAPS 'e° (STAINLESS STEEL) o SPACED EVERY 2' VERTICALLY 4 4 90' RESTRAINED BEND ° a 4 PLAN E PROFILE MIN, 6' BEDDING WITH NO, 68 STONE 1. HEIGHT OF THE VERTICAL DROP PIPE WILL BE DETERMINED BY THE ACSA, BUT SHALL NOT BE LESS THAN TWO (2) FEET. 2. VERTICAL DROP PIPE SHALL BE SDR 26 P.V.C, SIZED THE SAME AS THE INCOMING PIPE AND CONNECTED TO THE DROP FITTING WITH STANDARD GASKETJOINT. 3. VERTICAL DROP PIPE SHALL BE STRAPPED TO THE MANHOLE AT PIPE JOINTS. STRAPS SHALL BE MADE OF STAINLESS STEEL. 4. SHAPE INVERT AS NEEDED TO PROVIDE SMOOTH TRANSITION FROM DROP CONNECTION DISCHARGE POINT TO SPRING LINE OF MANHOLE INVERT. 5. DROP CONNECTION DISCHARGE FITTING SHALL BE ORIENTED AT 45 DEGREES, INTO THE FLOW. 6. VERTICAL DROP PIPE SHALL BE INSTALLED AT 90 DEGREES FROM THE ACCESS STEPS. 7. MINIMUM 72" DIAMETER MANHOLE REQUIRED FOR A SINGLE 10" OR 12" DIAMETER DROP CONNECTION, OR TWO 8" DIAMETER DROP CONNECTIONS. STANDARD INTERNAL DROP CONNECTION N.T.S. FIG. S-1—C2 TD-30 ISO FIRE FLOW CALCULATIONS: Towneplace Inn & Suites Hotel 1 1500 GPM NEEDED FIRE FLOW WORKSHEET <2,500 GPM ISO FIRE FLOW CALCULATIONS TYPE OF CONSTRUCTION: Modified Fire Resistive CONSTRUCTION COEFFICIENT F= 0.8 BUILDING SIZE: LARGEST FLOOR AREA 18,500 # OF STORIES >1= 5 50% OF OTHER FLOORS 30500 TOTAL FLOOR AREA = A = 49,000 Ci = 18(F)(A)''0.5 Ci = 3,250 �riDPUlC�l�Ix1:7x.�i�YrZe]�P� Limited Combustible OCCUPANCY FACTOR Oi = 0.85 EXPOSURE (X) & COMMUNICATION (P) X1+P1= 0 X4+P4= 0 X2 + P2= 0 X5 + P5= 0 X3 + P3= 0 X6 + P6= 0 (X+P)= 1.0 + SUM(A + Pi) 1.00 MAX (X + P) = 1.75 NEEDED FIRE FLOW: NFF = C x O x (X+ P) {ROUNDED} 2,750 GPM SPRINKLER REDUCTION 50% TOTAL NEEDED FIRE FLOW = 1,500 GPM SEWER SERVICE LATERAL CONNECTION NOTES: 1. WHERE A SEWER SERVICE LATERAL CONNECTS TO A MANHOLE AND NO INVERT ELEVATION FOR THE SERVICE LATERAL IS INDICATED , THE TOP (CROWN) ELEVATION OF THE SERVICE LATERAL PIPE SHALL BE AT LEAST 0.2' HIGHER THAN THE TOP (CROWN) ELEVATION OF THE THE LOWEST PIPE CONNECTED TO THE MANHOLE. 2. SEWER LATERALS TAPPED INTO AN EXISTING SEWER MAIN SHALL BE CONNECTED USING A PIPE SADDLE. 3. MINIMUM GRADE FOR SEWER SERVICE CONNECTION SHALL BE 2% �Q (1/4" PER FOOT ) 4. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER 2' MIN DIAMETER OF 4". 5. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER OF 3 FEET. LT TREATED SALT GROUND 2 x 4 MARKER MAIN LIN SECTION IN LINE WYE—TEE PLAN VARIES PLUG END OF — SERVICE LATERAL SEWER SERVICE LATERAL CONNECTION Albemarle County Hydrant Flow Service Auth6rity Se ny&Conserl li�� Test Report 160 Spanap Road G 6ot ,svule. VA 22911 A340"461 t N.T.S, FIG. S-2 TD-33 Date of Report 3/28/2022 Location OLYMPIA DR Pressure Zone URBAN RING Date and Time of Test F 3/28/2022 10:08:00 AM Minutes of Flow 2 Pipe Size (Inches) Pressure Hydrant 12295 Static Pressure (psi) 89.3 Residual Pressure (psi) 79.3 �1 Q20 Looped ❑ Q20 Multiple Inline Hydrants ❑ Q20 Single Flow ❑ Sprinkler Test Single Flow Flow Hydrant #1 11 2422I Pitot Pressure #1(psi) 46.9 Yellow 1 ❑O Test Flow 1 1154 Flow Hydrant #2 12222 Pitot Pressure #2 (psi) C 57 Yellow 2 ❑� Test Flow 2 1264 Flow Hydrant #3 Pitot Pressure #3 (psi) Yellow 3 Test Flow 3 Total Estimated Flow (gpm) 2418 AWWA Q20 Calculation (gpm) 6877 (No value in Q20 indicates insufficient pressure drop for Q20 OR a sole sprinkler test.) Comments Hydrants opened all the way For method of calculating pitot flow with a red Pollard diffuser: see eq. 13, Walski and Lutes article 1990 Journal Management and Operations AW WA. For yellow Pollard diffusers, a best fit third order polynomial equation of the Pollard flow vs. pitot pressure gauge is used. Estimated Consumption (gal) 4836 For use for water audit Signature of Tester: TYPICAL SECTION (DIMENSIONS MAY VARY WITH MANUFACTURER'S DESIGN) SPECIFICATION GALVANIZED STEEL STEP Of MINIMUM OF 3" EMBEDMENT ALUMINUM STEP STANDARD STEP VIRGINIA DEPARTMENT OF TRANSPORTATION 2016 ROAD & BRIDGE STANDARDS #4, GRADE 60, REINFORCING ROD ENCASED IN A CORROSION RESISTANT RUBBER OR OTHER MATERIAL APPROVED BY THE ENGINEER, (DIMENSION MAY VARY WITH MANUFACTURER'S DESIGN) CORROSION RESISTANT MATERIAL !g�7*4 REINFORCING ROD CAL SECTION I ALL STRUCTURES WITH A DEPTH OF OTHERWISE NOTED ON THE PLANS. E 41/2" FROM INSIDE FACE OF BE 16" C-C. STEPS SHALL WITHSTAND A MINIMUM FORCE OF 300 POUNDS WHEN EXTENDED 41/p" FROM THE FACE OF THE SUPPORT. STEPS ARE TO BE VERTICALLY ALIGNED AND UNIFORMALY SPACED FOR THE ENTIRE DEPTH OF ANY STRUCTURE. IN PRECAST UNITS STEPS MAY BE CAST IN PLACE, MORTARED INTO HOLES PROVIDED BY THE FABRICATOR, OR DRIVEN. 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 B221, 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 XVDOT ROAD AND BRIDGE STANDARDS REVISION DATE SHEET 1 OF 1 106.09 Bryan D. Cichocki Lic. No. 53741 Yu1u Ln O (D 0 O z 2 0 w w z 0 U) 0 N Z 0 f Z O 0- K U (n UJ r) Z O (1) > W W 0 DATE 0612112022 DRAWN BY T. BRIGHT DESIGNED BY T. BRIGHT CHECKED BY B. CICHOCKI SCALE N/A U) W 1--I Ln ^ Vl Q J Q Z z (D I —I <- z_Jw a 0 z H4 LU EO _J 0 Q U Q J r a O Uj z 0 � z O 7) L JOB NO. 49421 SHEET NO. C1.4 CURB IRON (F) I OUTLET, 24" RCP INV. (OUT)=404.36' EP IRON (F) I SD CURB INLET W/ MHD CURB CUT TOP=412.53' INV. 1N=408.43' 15" RCP (E) -409 - - - INV. 1N=406.79' 24" RCP (S) INV. OUT=406. 07' 24" RCP II 24"RCP �� 1 / -410- � 11 II C&G EX. VAR. WIDTH SWM MAINTENANCE EASEMENT DB. 3657, PG. 564 SD CURB INLET W/MHD TOP=412.61' INV. IN=408.62' 18" RCP (SW) INV. IN=408. 1 1'24"RCP (SE) INV. OUT=407.51' 24" RCP IRON (F) EX. 20' PUBLIC / MHD ` DRAINAGE TOP=421.47' EASEMENT DB. 3657, PG. 564 INV. 1N=41549' 15" RCP (E) / INV. 1N=415.36' 15" RCP (S) _ - - - - - - - - - - ---------------- W - --------___ 15"RCP INV. OUT=414.77'15"RCP LEGEND CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA CHORD BEARING CHORD C1 100.00, 36.97' 18.70' 21'1047" Ni 36.76' C2 140.00' 23.1 V 11.58' 9 2723" N45'01'52"W 23.08' C3 140.00' 49.25' 24.88' 20'0926" N59°50'18"W 49. 00' C4 135.00' 49.04' 24.79' 20'4846" N66'15''l 48.77' C5 326,50' 66,50' 33.37' 11'40'14" N7°30'16'E 66.39' C6 4750' 77.02' 49.97' 92"5356" S48-08'00"W 68.85, C7 282.57' 147.14' 75.28' 29"50'04" N702950"W 14.548' LEGEND ® WATER VALVE FIRE HYDRANT ® WATER METER © SANITARY SEWER MANHOLE (MHS) 0 STORM DRAINAGE MANHOLE ®® STORM DRAINAGE (SD) GRATE INLET -0 DRAINAGE/FLOW DIRECTION RCP REINFORCED CONCRETE PIPE HPDE HIGH DENSITY POL YETHYLENE PIPE PVC POLYVINYL PIPE 0o LIGHTPOLE ® TELECOM/FIBER VAULT ROCKARMOR all P I _ ___ / U/ ---___ 24"RCP a e 'i /____________ - - -W- - - UNDERGROUND WATER UTILITY MANAGED STEEP SLOPES b^ 6 / - - - - _;� � SD CURB INLET W/MHD - - - UGr - - UNDERGROUND FIBER /TELECOM a^1 �/ C&G I I TOP=421.61' - - -SAN- - - SANITARY SEWER PIPE 1412j \ ` / / ?° ^�, I I `� INV. OUT=418.01' 15" RCP \ \ - G - UNDERGROUND GAS LINE CURB RAMP 1 (S) EDGE OF PAVEMENT (EP) (ADA) EP �� TBM' §PIKE SET I / / I \ �\ \ \ \ \ \ £t DECIDUOUS (DEC) TREE - _W/DWS \ _ ELEI! 418.2T / 11 `� TMP 78-9 5 /' S857-1 25'362 31' �J �\�\ \ TCO DB. 47�0, PG. 713TNERS C SIGN 20' PUBLIC \ \ \ -� (�• _ -','< -413- I1 / �� I I �� \ C&G CURB & GUTTER /EA EMENE G10'�� , , 24"RCP 413- - q14, _ I IRONS I\ P , ` ` \ \ \ SWK SIDEWALK �" 1 O 1- u -414 , _ / I I I I / D Q657, .564 �' l / l 41f _ 415 - - - _ _ - - _ _ - I ' `� \ \ D8. DEED BOOK _ _ I '� 15" RCP () \ -414- _ \ �,� I ` � _ _ I I ` IRON F \ PG. PAGE \ ,%� �� I t 0 / , - ' .a1s - 7' - - ' - - - - / FA I ' ' O \\ \ \ INST. INSTRUMENT SO CURB INLET W/MHD / ���' 18" RCP I I ` A^ 41 _ _ _ / / 7rs 4 O (F) PROPERTY COR. FOUND, AS NOTED TOP=414.96' / / /c?� C� yR �p7 `�\ SD CURB INLET W/MHD \ \ (S) PROPERTY COR. SET, AS NOTED INV. OUT=411.36 35" RCP - 'i ` 412/ _ -` , _ _ 9, ' - _ _ ' / / H oe %, 90 TOP=427.28' \ \ -415- °oR7 \�� INV. 1N=423.26' 15" RCP (S) \ CONTOUR INTERVAL = V 15" R -0 ' / / ` I{ 415_D INLET W/ FES - , ' ' L _ A20 ' ' \ / c `� \ INV. OUT=42251' 15" RCP \ - _-- -- - J/a>s - I JI,' INV. (lN) 406.7924" SO B/NL W/MHD I I H(S)� , , _ _ a17- - I RCP, SD CURB INLET W/MHD\ \ L T=415-58'47 jjff / I \ , \ l V. 1N=4 1,2311 RCP (W) s I I / / \ ' / TOP=428.85' \ V, - 11.36'1 " RCP ($) II / I 'ROCK / \ \ / ti� �� INV.1N=424.95'15"RCP \ \ INV. O T=409.4 ' 18" RCP 5' ' ARMOR / / ' ' \ ' ' / IRON () S a SE) \ \ Lu �I I _ - 418- - - - - ' / ` - / / OUT=424.85' 15" RCP \ \ ' 'a 'I I / / / ' ' ' ' 423 ' p4 I I EX. 20' PUBLIC \ \ J II // �'�'1C jj 4 _ DRAINAGE \ -419 - 5"R _ \ _ , / / / /Q� SEMENT \ \ \ - _ 7, PG. 56 x a a \ \ \ \ EX20' SANITARY SEWER WO � c,) W 420- 'EX. _0'PRIVATE EASEMENT FOR ACSA VC? `° c I I / DRAINAGE EASEMENT _ ' ' \ ' l \ \ DB. 3657, PG. 564 o o - -4> �' DB. 3657, PG. 565- ' , EX.20'PUBLIC > 9 r I / I - / ,' \ / DRAINAGE Z ar 2 I I / _ = p21 - - - � ' � ' ' � ' ' � � / � � -425 , / \ � \ / / \ MHS (W/DROP CONIC) \ \ \ TOP=433.05' EASEMENT LO I I / ` - - IMP 78-20' �' , ' DB. 3657, PG. 564 j / `� ' \ , _ , ' ' PANTOP,S-HOTEL, LLC / , ' I `� \ \ \ INV. 1N=416.70' 8"PVC (S) DB.,367Y PG. 95 (VESTING) / , �' (S) �� \ SD CU NLET \ INV. OUT=416.59'8"PVC DB. 3657, PG. 564 PLAT i 6' , / I �� / EX. 20' & VAR. (PLAT) _ _ a2 ' \ P= \ �� LOT D' - , , e/ \ ' �` l OUT 8.3 "RCP 1 c� \ WIDTH PUBLIC _ MV � a3 G ' 2.397AC. (SJRGYED) _ _ �' /ati 1 \ � �cA DRAINAGE I 1 1 ' , ZONED: HC i , EX. 20' PRIVATE / \ / `� \ \ - - -424 - - 15" RCP � EASEMENT - 4z>. \ I I I - - - - ' i DRAINAGE , \ / / \ \ 421B. 3657, PG. 1115' J ' ' EASEMENT ' 564 / - ' ' - - - - - - - - -- 42-7-- - 432 IRON I ,I 1 II 3657, PG 56 () -"Q NAIL -425 (SITE IS LIGHTL Y 422 , (S) SURVEY)422 I I / 426- - ' ' MANAGED STEEP �I / \ SLOPES (TYP) _ - -42/ MHS \ - - TOP-435.35 MHD � ' , - TCiP=424.38' �. ' / \ � - - -427 - ' � ' \ I l / INV. 1N=427.23' 8"PVC (E) jNV. 1N=418.77' 18"RC�(GV) - - _ - - a3 ' f l MAILBOXES INV. OUT=416.18�18"RCP / INV. 1N=478.22'8"PVC (S) I I \ / (� INV.-OUT=418.13' 8"PVC \ � \ � , / 10 -42a ' ' - - - ' ��� / / ' / / _ _ \ ' IRON (S) , ss // PK NAIL .h3 CURB RAMP�18"RCP . ' 428 - 430 - - - (F) , SD CURB INLETW/ DWS 432 --- \ // �ap` / MHD N76°39'38"W TOP=422.00' 13.43' �y �� �,' �� �.' \-__429-' /------- ,'`' _� r- / MAG w�\ '_ ' ' / ------ 431--- -----'� -433'' / NAIL INV. OUT=419.0T15" l/ / 8"DEC _ �� \ � �__-___ � - / � O RCP_-----' --// S EP 42y __-----''/ - \ d / - / '433' ' 34, /SD CURB IN TW/I�HD MAG Qll c781 , \8"DEC ____--- /'� /�/ �j 430- /,' ------ 432-' - - - --' _-------- r'- �/ �j��ti-/� O" RCP (5' NAILS V 11 1 _ / /INV.lN=419.2 15"RCP(W) ( '�//l / I /d2_.A33��'�/ -__-__- ,'/ \\�� / �/ /43 INV. 1N=420. ' 15" RCP (S) 11 I - - ' \\ OUT= 9.14' 18"RCP l/ \ Y9l1'yc ati F I 8" DEC - / _ _ - / - - - _'- \ \ 431- - - � ,' IRON,(5y - - - - � �- _ � ',�� � � ' - - _ _ _ � _ _ -434- - - RA P \ 4Y / / a 432- _ _ _ �/ '_ - \ / \435. / / / / 7, / 5 h - - PKNAIL (ADA W/ SD CURB INLET W/MHD Fq\ / b30 8_DEC ' �^ , / N6g° y s WS / TOP=425.59' !\ ' ' , ', ' _ _ - / Ss. , - - - - - 43 / / G / / INV. 1N=421.32' 15" RCP S GQ / c ' ' p ' ^' _ _ _ _ % �A �' �. \ INV. 1N=421.34' 15" RCP O \ d3 / A. p C NC. �' - _ _ - - - - - - - - - - - ' / / (SE) /��ss 2. / $ DEC - /\ , -' AD INV. OUT=421.16' 15" RCP Aso, . d3 A / l Asn, TBM: SPIKES - ' iy ' ' ` _ _ /� - PKNAIL (F) l,�/ EX. 30' & VAR. WIDTH l \� / �� ELEV.=43553' /a�/ / -� _ IRONS EX. VAR. WIDTH ACCESS EASEMENT �?8 a33 _ _ -� k yb / a _ ` () ��� DRAINAGE DB. 3339, PG. 701 \ l� \ 9 r _ 1 �5 / �' \ \ - - - = ' ' i/i' \ EASEMENT / 43a" / DEPRESSED ' EX. VAR. WIDTH / D8. 3339, PG. 701 \_ - \ \�W ^ \ \ CURB , , .438 / / UTILITYEASEMENT K55 w -�� 8" WATERLINE \ \ \ \ Sa '�C��� / �e /� ` / FOR ACSA L - / T" �L _ DB. 3657, PG. 564 FIRE HYDRANT TMP 78-9B / / N/ 1 �? / M \ . 'v\��, / / \ �b35 I 1 � � �I SAN CO \ � � /` � . � \ Sq /� - � '� � �' MHD I %< 0 , , TOP=439.20' a�- TOP=438.31' IRON GUADALAJARA CORPORATION IV / / `'P ` , 9 �' IN1N=434.12'24RCP (E)\ DB. 3339, PG. 710 / \ i MAG , (S) �+' �b \ V. ` INV. 1N=434.19' 18"HDPE EX. 20' WATER LINE / / / N41t (S) \ / � / � , INV. OUT=433.95'24"HDPE EASEMENT FOR EX. 20' & VAR. WIDTH CONC. \ i / �, EX. 30' & VAR. / / a9 a9� , / DRAINAGE �` ' ACSA / , UTILITYEASEMENT �� IRON / ° WIDTHACCESS \ / / , b3a FOR ACSA / FLUME �\ / (S) / 18 EASEMENT D8. 3339, PG. 701 PIPE INLET, 12" HDPE ' / ' ' DB. 3657, PG. 564 / (HW, L=4) 564 DB. 3657, PG. INV. (IN)=436.68' FIRE MHS (W/DROP CONN.) / / TOP=437.01' ��� c) N40018'12 , �' HYDRANT INV.=431.57' INSPECT. `� �� 13.85' %' MHS _ ARM TOP=439.34' INV. 1N=420.91' 8" PVC PK A/L (F) �` �\ , i' 00 `\ \\ // / / /�.D \\`` ,, / // INV. OUT-19 9.'8' 8VPVC) _ - - Q / / / DROP (S) A 4.36' �� _ Z=420.11' 8" PVC (W) \ / 20.02' 8" PVC SD INLET WI/ GRATE SCALE 1 "=20' / EX. 20' PRIVATE TOP=439.48' DRAINAGE EASEMENT INV. 1N=436.18' 12"RCP (S) \0 0 20' 4o' // / / DB. 3657, PG. 564 INV. 1N=436.08' 12"HDPE(W) / 0� 6" INV. OUT=435.90' 18"HDPE / �� Y v, ryae A Cichocki Z Lie. No. 53741 L oe5� ,Ql SSIONAL d �lA ^� E 0 N OV N N > E v E W Lu u v 3 Q LL y3 LL 20 O 2 L M U w z w .J.-n O v z f wm 30� En W W ur)i ry >N z O =U H �L O N > M Lu Lu OJ J Ui z M 0 x M 0 x F 0 W W L H Q z 0 0 0 DATE 0612112022 DRAWN BY T. BRIGHT DESIGNED BY T. BRIGHT CHECKED BY B. CICHOCKI SCALE 1"=20' W z Q Z V I z(z < > z� Q zwo F-lmz Q 0 v o Q z �uz Lu z cn try Ow JOB NO. 49421 SHEET NO. Cz. 0 0 m 0 3 D 90 o � �z 20 0 A - a �N OD w (D�Z zN Od 2 o o 2N n d � 2 Y J N X C 0.0 d 6 £ 2 g„ 0 = d `o E m 06 �c 0a 0 �o c 2 �N N C �$ nE w L F E L LEGEND: EX. VAR. WIDTH SWM / \ \ \ 1 OUTLET, 24"RCP / \ \ v hj CURB I INV. (OUT)=404.36' MAINTENANCE EASEMENT / / \ \ e EP DB. 3657, PG. 564 / \ \ ® REMOVE CONCRETEl. ACE SD CURB INLET W/MHD REMOVE AND REPL SD CURB INLET W/MHD / / / \ \ ryae A Cichocki z TOP=412.53 CURB Cur ' I TOP=412.61' \ INV. 1N=408.43' 15" RCP (E) / / / \ \ REMOVE ASPHALT Lie. No. 53741 aos - - - � INV. 1N=408.62' 18"RCP / - INV. (Sly) I I INV. 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OUT=418.01' 15"RCP \ \ U y 3 CURB RAMP ¢ a o 3 / (ADA) EP \ \ I\ I / \ \ w O `m r, -W/DWS / \ \ \ II / / I I TMP 78-9 \ \ \ a � u ' z _ j 5' , / 11- 15" RCP / \ \ ; oLri O EJC 20'PUBLIC S85°2536� �l I I I `:� \ TCO PARTNERS LLC \ W o ry H / 123.31' d DB. 4710, PG. 713 ry a ,'DR INAGE _� 9� -413 �\ I _ ' / �r I I I i \\�� \ \ Z I_ _ U / EA EMEN�i//// 4 4 "RCP a13- \ 4 IREMOVE24"�P� " - / JI I I I /' ``�� \ \ \ � v p / DB 3657,_ 564 -414- _ i' / / / 4i1 \ \ 415 \ S ry z / � _ 15" RCP \ � v > SD CURB INLET W/MHD / /// 187C, I I ` b� I ' ' , a17- - , _ ' - - _�- - - - / Fo I ra 0 `\ \ \ Q vi U) TOP=414.96' i / \ �.' S ' _ - - \ \ _ / /C? C I l Se�<y�A `� SD CURB INLET W/MHD \ \ z N > a o TOP=42728' \ r INV. OUT=411.36' 15"RCP - , \ \ Lu ` a 12 i ,REMOVE \ e qo INV. 1N=423.26' 15"RCP (S) \ 475415_ 0 ` / e�2 `� INV. OUT=422.51' 15"RCP \ SCALE 1"=20' o w 15"RCP -0 __ / 41s_ I /DINLETW/FES_,'' �A2 \ � R �\ \ � R6M SAND EPLA E / I / INV. (IN)�06.7924" _ _ - ` q21' \ / I I `� \ SD C B INL W/MHD I REMOVEAND RCP, i \ Tc L _ - ' SD CURB INLET W/MHD \ 0 20' 40' 1' R€PACE ' I / / \ ui l V. IN=4 1,23''1 'RCP (W)4js 1 l / MANHOLE REMOVE / \ \ �' , ' / `� \ TOP=428.85' \ =o V lN- 11.36' 1 "RCP (S)E► I 1 / I - ROCK , ' / \ \ \ / ti INV. 1N=424.95' 15" RCP \ \ NV. O T=409.4 ' 18" RC 5' ARMOR / / / / \ , ' a _ - ~ SE \ \ ' = \ ' _ / _ - - l ) OUT=424.85' 15" RCP \ O - 1 VACATE PUBLIC / DRAINAGjE EASEMENT ' ' Q23' ' ' /' �ry 1 I EX 20' PUBLIC \ \ UP TfYPROPERTY LINE ' ,' \ \ SSS 15" RCP j j 4 - - _ DRAINAGE \ \ -419-- \-_' i ,/ \ ayF \ - SEMENT \ \ c=� 0 REMOVE AND RELOCATE O '' .'' , 424 / \ ,/ B ati� II 564 \ z o r _ EXISTING SIDEWALK ` J/ACATE / �' ��i• / _ - EX. 20' SANITARY SEWER O coW W ' -420- - SX.20'PRIVATE , -' / \ / / 11 \ \ EASEMENTFORACSA > " " c I DRAINAGE EASEMENT , ' ' / / \ \ ' l \ \ D8. 3657, PG. 564 0 U o \ ' DB. 3657, PG. 56 - ' l / / \ r EX.20'PUBLIC j O O - 41s- / 5/ / / \ / \ TOP=433.05' DRAINAGE Z 06 2 I / p21 _ _ - _ / \ , \ \ \ MHS (W/ DROP CONN.) EASEMENT � 1 / ^ \ - \ _ / ' \ \ / DB. 3657, PG. 564 I INV. 1N=416.70' 8" PVC (S) I / / ' ' ' ' ' INV. OUT=416.59' 8" PVC ~ - 42b- II REMOVE _ _ - -\ - , ' \ - -423 ' , , - ' / , ' \ \� `� SD CU NLET HD \ • W I I 18" RCP / R�6 \ / \ \ / P=432. \ EX. 20' &VAR. / / WIDTH PUBLIC I " ,'p21 - /�/ / i / _ -' /'VACATE \ dl9 /' `� IIV�OUT=428.3 "RCP _q31 ' �c�G \ • DRAINAGE 1 I I ' , / , ' / EX. 20' PRIVATE / \ / / \` / / A \ • EASEMENT - vz7- I I ' ' \ - - -424 - / / , DRAINAGE 15"RCP \/ \ / / / 42II,I I I \�\ \ / •13.3657, PG. 5 4564 REMOVEAN6RELOCATE -------427--DB3657, PG564 \ / EXISTINGSIDEWALK \ I',, ' -425' (SITE IS LIGHTLY - _ - - - - ' \ tl / - _ VEGETATED AT TIME OF - - - / / / / \ • � 422" 111 � ' / / / � \/ � / � ' SURVEY) , ' , �� \/ �"•'';�\ \ / 433 / it REMOVE AND/REPLACE \/ _ 426 / , ' - - - - - _ \ bg0 \ / �\�\ Fq I / / • 1 I I CURB FOR ONE�� I a23 -423- 1 I DIRECTION REMJ/E� / / , ' ' _ _ / \ \ /' c j\� // �� ' MHS I CG�12 TYPE B MH • ' ' ' / / _ _ _ - ' / \ / '\ I 1 / TOP=435.35' / - _ - - - - - - - - INV. 1N=42727' 8" PVC E �. y i _ - _427 - / / ( ) \V 1 1 � P-424.38' ( ) _ _ _ - - ' \ \ I MAILBOXES / ' " / INV. 1N=4-/8.22' 8"PVC (S) l V. 1N=418.77' 18"RC GV \ / -\ \ / / INV.4UT=418.13' 8"PVC ` I I INV. OUT=416.18�18"RCP \ / \ Cb (/ I 0 _-424I�EMOVE moo` % /REMOVE / \ ' ' 428 - ' i ' CURB RAMP ` / 18"RCP (ADA) W/ - / - 430 - - - _ _\ ssr ' ' � �-----�� _ 432--- SD CURB INLET W/ DWS REMOVE ' - ' / - - \ REL/OCATE MHD N76039 38 "W i i i /FREE , ' \ ' \ , ' / SIGN � / TOP=422.00' 13.43' v - . ' (n'P) V/l GATE \ _ _ - 429- ' / - - - - - - - - ' \ INV. OUT=419.07' 15" / K' _ PUBLIC DRAINAGE ' \ ' / - - - - - - 431- - - - - - _ _ - - ' \ 433- REMOV / _ - _ - - - - - - - - - - - - - / I RCP _ - ' EASEMENT UP, ' / - - - J j EP _ I / / , , _ _ _ _ _ , , ' AND REPLACE /� 1� // a2 _ - PROPER,TYL/NE / REMOVER PLACE_ 426 / lI ! / l _ / - / ,' / _ 433, \CONCREhT /SDCCH28/N TW/Il'9HD� Qlj c18� / 8"DEC _ 430- / ___--------432-'------- - - - - -'------- a ti / OP=425.25' �//p I d21� \----------'�/ �\/ // _�� ''// �-- ---- r'� � b3y- / '-_ �` g, � � \ / INV. 1N=419.2 15"RCP (W) / ^ ll / \ / \ / _ - - - - - _ - _ _ _ ' - / �.SAWCUT �F �RID EPLAC OVEAin \� INV. 1N=420. ' 15" RCP (S) hj l / I g 1 ►/AGATE SECT N 433 _ ' 1 \ 1 pti I i _ _ /OFACSA EASEMENT _ _ - - _ - - \ / / FO E DIREC71�7IV \ \ IN .OUT= 9.14' 18"RCP l l I c� 0 8" DEC - _ 431- - - , / _ y - _ - 434 - 'RA P CU 1 8 Y / _ _ 43 _ - �/ , 1 / \43 / - / / h REMOVE (ADA W/ SD CURB INLET W/MHD / p/ / 8_DEC \ ' �^ 2 - / / , ^ / gyp\ bg / _ _ _ _ / / _ - ' - -�-Ns a35 _ G / AND REPLACE WS / / TOP=42559' /!\� / - / '� ' - -SBps _ - - - - - - \ / / / // �(Q / ASPHALT INV. 1N=421.32' 15" RCP (S) !'QO 31, / p� C NC. �l' - ' ' - - / / INV. 1N=421.34' 15'RCP / .a \ / (1 /'/ \ \ EFUSE ��399• - , _ _ - _ - _ / / s / (SE) \ \ l �Ys ° 8„DEG _ _ %\ / /./ AD 43 ' INV. OUT=421.16' 15"RCP Aso, a3 ti/' .1,� \ - /*K-, / ` REMOVE CURB EX. 30'& VAR. WIDTH / �G ' �y' /009 EX. VAR. WIDTH ACCESS EASEMENT DRAINAGE DB. 3339, PG. 701 W \ l \ ° v� r - / EASEMENT / - - _ _ a3a" / DEPRESSED \ \� 438 ���)))� / EX VAR. WIDTH 'UTILITY EASEMENT' CURB DB. 3339, PG. 701 \ �\ _ - a / /� ^ / \ i\ - _ /36 / / - \ \ / / / / ' d3a Ago p'j$ p9$-w \ \ \ - `C�1' \ �Ge �� FOR ACSA N �' DB. 3657, PG. 564\ / / \ \ / ` \ Sq i - ��� / %�' / MHD SAN CO TMP 78-9B REMOVE CURB 9 1 11 v\��' �. p TOP=439.20' _ TOP=438.31' INV. 1N=434.12'24"RCP(E)\ GUADALA✓ARA CORPORATION IV / / DB. 3339, PG. 710 / ' REMOVE ND c�c i pl S �' INV. 1N=434.19' 18"HDPE EX. 20' WATER LINE / C , , INV. OUT=433.95'24"HDPE \ / / EX. 20' & VAR. WIDTH CONC. - / EX. 30' & VAR. \ EASEMENT FOR / / p� k��/ / RELOCAT / DRAINAGE - �` / �'' WIDTHACCESS ACSA / / a, HYDRANT 'UTILITYEASEMENT' FLUME DB. 3339, PG. 701 / , a3 FOR ACSA / PIPE INLET, 12"HDPE \ i / EASEMENT \\ / � . DB. 3657, PG. 564 W, 56 3657, PG. / (HL=4)\� / �� \ / /�1 INV. (IN)=436.68' 564 44/ MHS (W/ DROP CONN.) TOP=437.01' \\\ N40018'12' INV.=431.57'INSPECT. �\ 13.85' / MHS _ ARM ��\%' / INV. 1N34 9472' 8" PVC (E) INV. IN=420.91'8"PVC I \\ A\ INV. OUT=419.64' 8"PVC DROP (S) I `�\ INV. IN=420.11'8- PVC (W)- / INV. OUT=420.02' 8" PVC- \ VACATE `OPT SD INLET Wl/GRATES / / EX. 20' PRIVATE TOP=439.48' \ DRAINAGE EASEMENT / INV. IN=436.18' 12" RCP (S) DB. 3657, PG. 564 INV. IN=436.08' 12" HDPE (W) / 6„ INV. OUT=43590' 18"HDPE / DATE 0612112022 DRAWN BY T. BRIGHT DESIGNED BY T. BRIGHT CHECKED BY B. CICHOCKI SCALE 1"=20' W V / Q 0za z�_j Q 0- 2 w ! za0 Lu m Lu U < LL O QQQ z 0 OLu O Lu 0 z 0 JOB NO. 49421 SHEETT NO/. CL.1 L PROPOSED LEGEND r EX. VAR. WIDTH SWM 111 �F , RCP - PIPE FLOW DIRECTION e p INV. 24" I V. (OUT)=404.36' MAINTENANCE EASEMENT / e' I DB. 3657, PG. 564 � / (TYP.) TYPICAL SD CURB INLET W/MHD / SDL SIGHT DISTANCE LEFT - CURB CUT I TOP=412.53' SDR SIGHT DISTANCE RIGHT ryae D. Cichocki z INV. 1N=408.43' 15" RCP (E) L) Lie. No. 53741 V. IN1N=406.79'24"RCP (S) / SEWER MANHOLE I I INV. OUT=406.07'24"RCP / < \ STORM MANHOLE °+P I EX. 20'PUBL/C MHD / \ \ W WATER PIPE L 5, Ol 24"RCP -1 DRAINAGE TOP=421.4T ` \ SANS SEWER PIPE `YIONAL I I OP \ \ I I EASEMENT INV. 1N=415.49' 15" RCP (E) \ C&G _ - - DB. 3657, PG. 564 / INV. 1N=415.36' 15" RCP (S) \ \ \ 15"RCP INV. OUT=414.77'15"RCP \ CONCRETE SIDEWALK EP II ___________________ \ \ - - fn E 0 0 I I ---------------____ _ \\ \ HEAVY DUTY CONCRETE N 6 I I DUMP ER ------------------_---- _ 24"RCP \ ¢ c lye ENCLOSURE -------------- SD CURB INLETW/MHD \ > E SEE DETAILS) _�� TOP=421.61' \ \016� HEAVY DUTY ASPHALT w 0/ E PROPERTY BOUNDARY II II 4 CMG I I ` °D = OUT=418.01' 15"RCP \ \ p � v " 3 Q U CG-12 TYPE C I 5' SIDEWALK ���� \ \ z LIGHT DUTY ASPHALT a LL 3 EP RETAINING WALL \ w O `2 ^. (ADA) W/ DWS WITH GUARDRAIL I `: \ W L M 2' PLANTING STRIP 115"RCP TCO PARTNERS LLC \ \ PROPERTY BOUNDARY > o ° O 10' P IRKING SETBACK /� TE ON I I �� TMP78-9 \ w J lui °? z S85?5'3 � _ HICLE OVERHANG � o o N H EX 20'PUBLIC v 45 v \ DB. 4710, PG. 713 \ \ SCALE 1"=20' O W M a JE 2(TYP) II\�z~vA EMEN 5'SIDEWALK I I �� p\ \ 0 \ 20' 40' ' ' - ' ' DITCH LINE - OI oB 3657, .564 - _ 10' \ \ oa =y515" RCP\ voSD CURB INLET W/MHD 9' FO O\ \ � �TOP=414.96' CG s ��p`� SO CURB INLET W/ MHD \ w N i INV. OUT=411.36'15"RCP ae °ho qO �TOP=427.28' \ \ 2 � INV. 1N=423.26' 15" RCP (S) \ m5" RCP INV. OUT=422.51' 15"RCP D =__ ___ ____ ___ 6"GV 6"CLASS 52 8"CLASS52 R25' 8 GV DIP FIRE LINE C 26' DIP WATERLINE --- - - - - - -- �� \ \ SO CURB INLET W/MHD\ \ � I END R3, _`` 6" CLASS 52 ' \ �`� TOP=428.85' \ x R5' 11.25° �, DIP FIRE LINED FHA, \ ��� INV. 1N=424.95' 15"RCP \ \ f 1' ClR20' c i.. ' . ' ° BEND RF R3' \ D SE) \ \ C 22.5° 1 GV ` l OUT=424.85' 15"RCP \ \ � W 90 x Z BEND .' '. .'• .' .' '.' •18' :' BOLLARDS BEND \ II \ \ Q I TYP. \ R3' �' ` II EX.20'PUBLIC \ \ o J U IR3 9 (TYP.) 8„X6„ SS 15" RCP j j 4 DRAINAGE \ w w }. ' SEE \ S I \ x m 6• v 1 \ �R240.5' \' �gA�. DB.. 57, PG. \ \ u O Z a c7 c7 8' R3' - e I I 564 \ z = a a I v RAILING (SEE `� \ �� I \ \ EX.20'SANITARYSEWER �' I . 18'�. 6' \" 7. (n DATE W 0 _o M i ARCH PLANS) " . `� I \ \ EASEMENT FOR ACSA > V °' ' I I (6) STAIRS 26' I I \ \ DB. 3657, PG. 564 0612112022 EX. 20'PUBLIC j O o ° I o 16' / \ DRAWN BY 8" CLASS 52 IP WATERLINE ` \ TOP=433.05' DRAINAGE Z ar a \ MHS (W/ DROP CONN.) EASEMENT M 5' SIDEWALK ' I 4 5' T. BRIGHT FIRE LINE ° ° DB. 3657, PG. 564 ( P) I TIE IN �� F SIDEWAL \ \ INV. 1N=416.70'8"PVC (S) 1.5" DOMESTIC WHEEL STOP `\ \ SD CU NLET HD \ INV. OUT=416.59' 8" PVC DESIGNED BY EX.20'& VAR.W - I LINEA TIE IN `\ \ P=432. C \ \ • T. BRIGHT WIDTH PUBLIC I \ \, �`�\ INI�-0UT-428.3 "RCP �G • DRAINAGE I R3' FA \ • CHECKED BY EASEMENT I RETAINING WALL \ ° ° \� \ 15"RCP DB. 3657, PG. I WITH GUARDRAIL \ \ SAS \ \ • B. CICHOCKI (SEE NOTE ON �� `` \ > • • SCALE 564 I I SHEET C1.1) `� R3' 10' M N BUIL NG SETBACK I I 22 CG-12 TYPE C 16 ' F `� \ 1 "=20' FOURTH (ADA) W/ DWS FLOOR 15.94' BEND C -12 TYPE B ADA SPACE WHEELSTOP DA) W/ WS ° ° I STEP BACK (�P) SQUARE GRATE 18' `\� PLANTING STRIP FOR / 1 SIGN (TYP) CG-12 TYPE C YARD DRAIN \ a ��`� Fq VEHICLE OVERHANG / 15" CP R31.09' I CANOPY (ADA) W/ DWS \ y ��� �� TH VARIES) Q ADA SPACE 6- `. `� �`� � MHS ` MAIN ENTRANCE SIGN (TYP) 6' v / TOP=435.35' 6' INV. 1N=42727' 8"PVC E 3 (SEE DETAILS) MAILBOX () RELOCA710N INV, 1N=418.22' 8'PVC (S) MONU ENT SIGN G2 2'(lYP)d ASNESEp§iD INV. OUT=418.13' 8"PVC ° \ 2fi � :9 - 4 ° - �� • • • 4 � 6 b \ sue° CG-12 �YP B PROPERTY BOUNDARY R155.29' 2'(TYP) y 30' MAX B ILDING SETBACK I R3SD \ A MHDURB INLET W/ l/ TRENCH R25' N7603938"W ll \ I DRAINS 18.' .' .' v R3' \ ° SIGN y� 13.43' SEE DETAILS �' TOP=422.00' I jj \ `\ ( ) _ RELOC�T W \ w INV. OUT=41 15" l / \ \ RCP l '\- R3' R5' R5' 8 5' Sy*�-t�8'-t�9'� -0 R15' I `/!� y� EP �R118.15' L J 5 ---_-- SAN R15' -�_ R100' - - - - - - - 30' �\ \ R105.63'� Q R3' R5' R100'� ill / f0 \ 9'. R10' R3'(TYP) R25' - R5' 26 \ \ R3, i.1 / 18°\� Lu (0 I --I 00'APP OXIMA LY /EP \®� ��9</S,''' 45° 16' \ \ `\ \ / \/ > TO RI HMO D CU &(j �' G\ \Rr�q COS BEND \ CG-2 `\ R3' R10' �/ \ \ \ �� RA P C �DC \ �� � A W/ \ \ Fs \�OOLF 16 / \ `\ R15 CG-2 / ^y /� i J SO CURB INLET W/MHD G / 8\S / / \ z a WS TOP=425.59' FO\ \ O�SO �\ y 6" CLASS 52 RETAININ LS t `\ �' / i i z cG \c /\ \ DIP FIRE LINE A /p \ R28' /' 27.5' / Q\ i�i� w INV. 1N=421.32' 15"RCP (S) Q - - / H m INV. 1N=421.34' 15"RCP \ \ �\ FDC / ��� CEFUSE \ \ R5' �/ �j / O /� \ \ Q _ w INV.)OUT=421.16'15"RCP \ ��so, 11x 30' `� V�O AD `\ \ R3 / �/ / 95'APPROXIMATELY 1��i� \ p \ \ R25' \ P V TO OLYMPIA DRIVE ��i� } z _ _ 06 8 G / \ Q z EX 30' &VAR. WIDTH �, 00 �� � • � EX VAR. WIDTH ACCESS EASEMENT STOP ��8 �b ` �\ 18'' / DIP WATERLINE i �J DRAINAGE DB. 3339, PG. 701 AND STRIP! �' S \ \ / EASEMENT \ \ FIRE HYDRANT DEPRESSED \ 1$' / / ,fX. VAR. WIDTH ���� Ou RELOCATION �W \ CURB 8 XooUTILITYEASEMENT' DB. 3339, PG. 701 \ \ 90- BEND \ \ / / \ w 155'APPROXIMATELYTO / \ \ ��j \ .' 9 P / TEEFORACSA i TOWN AND COUNTRY LANE �\ _ _ - - 15' W \W\ sqN\ yP� gy / DB. 3657, PG. 564 ��0 S T SIGN x SAN CO / /� 00 AN TRI ING �� MHD TMP 78-9B 6" CLASS 52 / \ pis ? B \ IV \ ' ' O DIP FIRE LINE B TOP=439.20' GUADALAJARA CORPORATION IV TOP=438.31' c� \ / \ DB. 3339, PG. 710 / c - � C\ �p9°b \ INV. 1N=434.12'24"RCP (E)\ 0 INV IN=434.19'18"HDPE EX. 20' WATER LINE / / / CONC. - 's / / / INV. OUT=433.95' 24" HDPE \ EASEMENT FOR \ EX. 20' & VAR. WIDTH h EX. 30' & VAR. EXTEND 8" WATE MAIN / R / DRAINAGE x ACSA � 'UTILITY EASEMENT' � ,�o� / ° � � WIDTHACCESS \ / / 8"X6" \ s'p / FLUME �� / 1a%' EASEMENT DB. 3339, PG. 701 / FOR ACSA TEE ���� PIPE INLET, 12"HDPE i DB. 3657, PG. per` DB. 3657, PG. 564 / (HW, L=4) ��� _ _/ \ / INV. (IN)=436.68' / 564 MHS (W/DROP CONN.) �` : /%' / TOP=437.01' �\�\\\ N40°18'12' EXISTING FIRE HYDRANT INV.=431.57'INSPECT. �� 13.85' MHS _ ARM 591�\\INV PlN3419472'8"PVC (E) _ / INV. IN=420.91' 8" PVC \ \ \ \ DROP (S) / ��� �' INV. OUT=419.64' 8" PVC- \ INV. IN=420.11' 8" PVC (W) INV. OUT=420.02' 8"PVC JOB NO. SD INLET Wl/GRATE 49421 TOP=439.48' INV. IN=436.18' 12" RCP (S) / SHEET NO. INV. 1N=436.08' 12" HDPE (W) 6„ INV. OUT=43590' 18"HDPE / C4, Q U 0 m 0 3 a 00 vX o cD -z 20 0 c m- a c m a- 0 w 0�Z zN 0d 2 o o 2N n d m 2 Y J N X C 0.0 0,6 £ 2 g„ 0 = 18 d `o E 06 a c �a 10 a 0 0 o m � c 2 m m N C c 8 nE L F E L F PROPERTY BOUNDARY PUBLI DRAIN GE I EASE NT 15" �ZCP I m / N76039 38 "W LEGEND PUBLIC DRAINAGE EASEMENT INGRESS AND EMERGENCY ACCESS I / // // \ ❑ EASEMENT ACSA WATERMAIN EASEMENT II \\ \ 1 ❑PUBLIC ACCESS EASEMENT — —__-- -------------------5. it \ \ It It PUBLIC DRAINAGE I EASEMENT \ I I TMP 78-9 \ \ TCO PARTNERS LLC \ \ DB. 4710, PG. 713 \ \ \ VAR. WI PUBLIC ACC EMENT Y e ryae A Cichocki Z Lie. No. 53741 SSIONAL ^� E 0 N O N C > E E w U 3 i Q LL y0 3 LL 2 O 2 L M ¢ j Uuw Z w .J.—n O a (.9 Lu v z f 30� U En w U-) i v ry Z O =U >N H �Lri N n � M W � m / 13.43'— SAN SAN S \ PCie li ::. \ VAR. WIDTH / \G ACSA WATER �ss� \ / \ EASEMENT 00, \ � •yam, \ :......... '.. 5 ��� �_� \ � \ �j � �wl /�/ �03, < GUADALAJARA CORPORATION IV / \ / _ `� \ \ X a b1 \ \ DB. 3339, PG. 710 00, \ N40018'12"W 13.85' NOTE: THE PROPOSED RETAINING WALL IS WITHIN 10' OF THE RELOCATED EXISTING STORM PIPES. THEREFORE, PAGE 15 OF THE ACDSM HAS BEEN REFERENCED TO PROVIDE AN OFFSET DRAINAGE EASEMENT THAT ENSURES ADEQUATE SPACE FOR MAINTENANCE AND CONSTRUCTION OF THE RELOCATED STORM PIPE WITHOUT UNDERMINING THE RETAINING WALL. THE MINIMUM OFFSET WIDTH FOR THE DRAINAGE EASEMENT REFLECTS THE COVER DEPTH OF THE RELOCATED EXISTING PIPE FROM PROPOSED GRADE, PLUS 1'. EASEMENT WIDTH FOR EQUIPMENT LANDING IS PROVIDED ON THE OPPOSITE SIDE OF THE STORM PIPES. DATE 9612112022 DRAWN BY T. BRIGHT DESIGNED BY T. BRIGHT CHECKED BY B. CICHOCKI SCALE 1"=20' ui V Q 0 z zz zQ > zi CL z�~ I --I m w W a L U W w OU w z O JOB NO. 49421 SHEET NO. C4.1 L : , n„ . ^ » ° , " p ^ F ^ , e 5 - e ore �ominion " , ° 6 x L a e Zoned - e 25PF 8E 25 . n. a r4 J ° .A s „ v i »o , e e o ment c of Fontana 2 � P 5 � Ra Resources, LLC = "r » 1 n n ° S,r n � yo i 172 South Pantops Drive Charlottesville, VA 22 n � 1 Charl 9 I I _ e ° • � ° r �, °ap ° tell, _F � 434.979.81 21 (p) » ., �� , 434.979. 1 G8 I f ,. a b It p.. O xn e ° a u , y :.: p, " v e 2.. r< - _ v °:n _ a e "[ nP a oK N rr^C vkr t p m. i �a .. r "P s - C DDRVA.com = , r\ r. • a.n „ " e = Mtel :::. a °:, ..a a v l '' _ 4 _ '�.. " P 4: i ,a '�' : ;,- - - - - - � TMP 78E E �f. ,. . s:: fi. s: 4" $' _ ." Open Space w * c P iY a na o ° ° d ' « „ P p ° ,v .¢ o- I ell ". s e Itl a a ," let¢ n u n p ., . _ " ^: ?� ' ° _: .vim _ - ak! ¢ e = .. t n ¢ ° -S,. ♦ ' r" rt'iP .. < a ¢.fn 4' n Ile % ell y c a ro y.. oy n a, �y„ 3� »p:„ � , : <� ` `� - ` ti.° �i`b.,. �ti p� t L ., �,. ,O ° . nr o, > r: a A " ¢ o- v: { ° r ¢tell e It e lit p 78 tell_ 71 le P , Avemore, LLC = yry C7�� <¢ " , ° ° ° E. ° DB 2081-248 Y: _ ate: Property Line 1'oilows Centerline gf ddke. HT@Ees and �+Ell - Bounds from A through B are as sly o.( Play In= Use�nResidential g, " 78F-A o Creek location 6: t TMP D :;9 e v rjiecl "e�`h = 1 North Pantops Townhouses LLC OR 3520-661 e. e. , _a ,. ^ ". " . , � �.,- » � ,,, . , .. ° - „u �,�'.ra✓.,-ems . 3�; ° e s- � :. ., a =4s 6lp 1152. Open Space ' let,I tl z ell " ll' r " TMP 78 « ° Wilton -Par 8B " Farm LP Residue of,... Zoned: R-15 " r Y. >n ` TMP 78-9 , ° »R Use: flesidenlipl = .w - "' e Albemarle Hotel LLG1I. - - - n t ,, v 5 DB 2533-201 _lee j a bra Gage < 32 ... DB 1965- r „a 2 ,. , n 9 � e C�,`L � i Easement ++ _ - � DB 1911-359 New Publla' >' Residue Of DB 3520-644 ` Tee, Zoned: HC-EC s y° a Drainage i H -° j1N 1 x Curent Use: Vacant " :4mePa 4Co. �� bP 78 i 2 Hurt Investment Ce d DB 1965-37 e 1.._- �� OR 1964-f84 Zoned,` IIC-EC 4� Ay1 v 1 I � / Use: VacaT r 1 0 Dr ivo e q_ Easement t -Al nab "t ' ` Lleek ���,�')L�••' /� Easement 0 6 IB SS20 $d o F. Dry e (e 20' age & t i A E82 l�J tiara W New 2(�' I °' ° " Private" l y *1 F 0 bl ♦arivate r Easement i oI. I. E81 (nP i,,,. a } - eP pu =x DB 3520-644 t a i 1 F New Public E4 E17 16 45, TO Drainage Easemet Drainage r �• �1 ��/. E84 �. Drainage ,E5 , " E15 '�'-E19✓E2' A rox. Limits - New SWM Ink ° PP Easement E, �W i Flood Plain / Easement \ 0 E3Z C 1' E12 +/is Of 100 Year Maintenance-_ C6 5 1 �-E14 { 55 G5 \ 56 E43 E 9 E36 --E93 New Public w E112 F` r E44 E42 E41 E40 j�7 ~ . E101 n+ Drainage ; q6" E45- - - --z: - - E35 - .� 6+ , Easement E10_ E E28—�1 29�-E30 -� r �9sr t I - � ' — _E31J E33 E105 � New P`,i:vat,0--" , TMP 78-12A rc`S E26 Zl ^New 20 Lot D E32 F9) New 20' 'rDromage Montessori Community Private E34 > T ,A Portion of Private easement School E72—E47�:q Draina e C°" TMP 78 �� a New Privote-l" 7E66 t. Drainage o 0 Easement w New Public, E .-Drainage E7 Easement Town and Country Lane - 53' Public R/W TMP 78-7 Warren A Bushey DB 659-165 Zoned- HC-EC Use: Automobile Dealership g °, Parcel 9 95 Drainage -10 —�+ DB 2482-339 New 20' " Easement Carmax Auto Stores LLC. FQ E48 Private 104,424 SF E96 , ,•'� . EasemenT. °, DB 3369-663 s e E51 2.40 Acres Zoned; HC-EC Drainage e Zoned: C e � r Drainage New Private H LT E73 S E52 ', TMP 78-578 i w F Use: Automobile Dealership / P H OF Easement Easemen Free Bridge Auto Sales o dVA � E54^" 64 DB 1965-32 ` d L� 3 \; E57 m Zoned: HC-EC a m K / 1 z s ��&/ / ¢ a o o, ��� '/ \ 5 Lot C R' r .Use: Automobile Dealership F o N ' Timothy Ray Miller �9 �� t76�� �� A Portion of ] _. 'i 2 g Lice No. 2065 E55 ) Parcel 9 TMP 78-9A.y ° .L .! "' k TMP 78-i1B 0 E92 fE77 55,421 SF Sand¢v, LLC A I °,xim,erican Legion Post 1 `�% _e p 0 C63 C59 1.27 Acres DB 2533-201 C < 74 Lode DB E71 Zoned: HC-EC I 9 �� , , = 9 0 20' Drainage= 0 983-547 ` S� �/- Use: Automobile i � AWAV cp �+ Easement Dealership �a _ Zoned: HC-E' �+ DB 3339-�61 s� TMP 78-9B VL9� = » do _ _ ¢ ✓�tHl� i Guadalajara _ Corporation IV �° = Sow M DB 3339-701 1 All fu t honed: HC-EC--..... �e-- ._N �L '.__ I-_ PLAT SHOWING SUBDIVISION AND " _ BOUNDARY ADJUSTMENT OF TAX MAP 78, PARCELS 9 & 11 LQo: ,, 0 100 200 300 TOWN AND COUNTRY COMMERCIAL e < RIVANNA DISTRICT, ALBEMARLE COUNTY, VIRCINIA U.S. Route 250 SC n - 10�'' FILE: 78-09-S2.dw SHEET 4 0 5 Richmond Road = SCALE: 18-09- DATE: OC SHEET 4, f2007 5 Variable Width R/W' REV: FEBRUARY 12, 2008 11 ers PLAT INCLUDED FOR REFERENCE ONLY FROM "TAX MAP 78, PARCELS 9 & 11 TOWN AND COUNTRY COMMERCIAL" NOTE: THE EXISTING BIORETENTION THAT THE SUBJECT PROJECT DRAINS TO IS LOCATED WITHIN THE EASEMENT LABELED "NEW SWM MAINTENANCE EASEMENT." Y v, ryae A Cichocki Z Lie. No. 53741 'I L 0 �1 ,Ql S`SIONAL d �lA ^� E 0 N OV N C > E w v E U i 3 <aZ3 LL 2 2 O L M Q J U OW W J —� C7 W N N v 3_jU', w o¢ � .o-, _ N 2 U > N C Lri o a' N � M d � W J N z 0 f z 0 a_ U in in w O z 0 in w w 0 DATE 0612112022 DRAWN BY T. BRIGHT DESIGNED BY T. BRIGHT CHECKED BY B. CICHOCKI SCALE 1'1 LU Q J Q Q � Z z�z Q VU zw w zLu � � _ j UU LL LU U0 } z / D _jSz 0- U 0 I —I O W L JOB NO. 49421 SHEET NO. C4.2 op CURB I INVr(OUT) 404C36' / / / / \ \ \ \ \ \ \ \ \ \ / / ;y �r EP I SD CURB INLET W/MHD / � \ \ / fff nnn CURB CUT I TOP=412.53' ryan D. Cichoclri INV. 1N=408.43' 15" RCP (E) / \ \ \ \ / U Lie. No. 53741 ao9 - - INV. 1N=406.79'24"RCP (S) ' I I INV. OUT=406.07'24"RCP \ � 1ION AL MHD l _ - 24"RCP�fII / < \ \ \ \ / `SS[G / -410- - -----' 1 C&G 11=------- / INV \INV IN=415.49'15" RCP (E)\\\ \\ \\\\ // z:--�15"RCP / INV. OUT=414.77'15"RCP \ \ \\ \ \ / 0 E 24"RCPa / / - / -------\ E400 SD CURB INLET W/MHD __ _ _ - - PERFORATED AIN PIPE / \ v E / I I TOP=421.61' \ \ w 12' PROPERTY BOUNDARY I I / TO COLLECT ALL WEEP DISgAARGE 0 CMG I I _ 401 II II AND TO BE F4RTHER DESIGNED a° d�� I I ���\ \ INV. OUT=418.01' 15"RCP \ \ \ a a 3 1 I 100 \ 101 EP AND DETAILED WITH RETAINING ; / / �� \ \ w O `m ^ / WALL FOR SECaOND SUBMISSION I /' I \�� TMP 78-9 \ \ a W �_ °M° z - - /� / II I I / �'- 15" RCP / \ \ TCO PARTNERS LLC \ \ \ o 0 402 `O S8 ' 123.31' t4' WALL I I I �� . DB. 4710, PG. 713 \ \ W ry v a RETAINING WALL G70 - E i i202, 1d \\ \ \ 3 O x U) / MAX HEIGHT fiLu f4- 4» 415 _ - _ I I I r'\�\\ \ \ o ¢ Lu 15"RCP \ \ v > O SD CURB INLETW/MHD ) TOP=414.96' / f �l �g ' _ - i ?�a I / s��� y4jp `� SO CURB INLET W/MHD \ \ $ ry > Lu INV. OUT=411.36' 15"RCP �,I. 419'.' - \ ° a oeo q�R/ �`\ INV. IN�42326' 15"RCP S \ \ J - -415� 4T9-5k �i 104 - �' i j'� lls?o-a�Gl �\ O \ \00 15" RCP -�_ _ _ _ ; 4is l 1, l Q20 , \ INV. OUT=422.51' 15" RCP --------------- / , - - - 304 / / 403 - _ _ SD CURB INLET W/MHD\ -\ `^ 4 412'_ / r _ \ \ \ /- TOP=428.85' / / \ 0 6 \ o INV. 1N=424.95' 15" RCP \ x SE) \ \ WOUT=424.85' 15" RCP \ \ 0 / \ x J� / �/ � �' A23 � � / } v I / i - SSS \ 15" RCP I - _ \ \ H 42a' DATE C) M M , , - / { I I / \ \ j 0612112022 7 / / C1 479 >_°a. - ' ' h/ `° � ° 0 ,' /' 20B' . '/ �\ / \ DRAWN BY Z a-425 06 / \ \ MHS (W/DROP CONK) TOP=433.05' T. BRIGHT _ ' ' / / e `\ / \ \ INV. IN=416.70' 8" PVC (S) -q21,07 - ' ' / ' ` INOUT=416.59' 8" PVC DESIGNED BY ~ O_ � , ,A23' / /' / � `\ \ \ V. / W / S/D CURB INLET W/MHD TOP=432.48' \ • T. BRIGHT / I / /I V. OUT=428.35' 15" RCP 431 c�G \ • RETAINING WALL / _ - _ , / \ �cq \ • CHECKED BY MAX HEIGHT6' / 42 ` I - -424 - - / i / /' / / r 207 `�\\ 15"RCP \ • B. CICHOCKI 1 I i / / / - - - - - - -427- -' 20 // SAi91j `\ // _432- \/ SCALE 7 • • -425- _ _ dti . F y \ • 1.._20' t3' WALL / _ 426' - , ' _ \`\ Fq I / ' • \ \ 15" RCP I / / / / / / i _ . a C'��\ \ _423-MHS 211 4� // / TOP=435.35' / \ \\\ \ \ - _427 - - - - - - - - - / / INV. 1N=4272T 8"PVC (E) INV. 1N=448.22' 8" PVC (S) INV. OUT=418.13' 8"PVC -424 ' o� / / / ° y 1 / b S PIROPERTY BOUNDAR A36 7 � "' Zf . ee .oe - � i � � � v S1 //l %� Z -0 430 •• / SO CURB INLET W/ ' ^ MHD N76e39 38 "W V / TOP=422.00' 13.43 y 110 - / - - '- • / I W - \ w INV. OUT=419.07' 15" l/ _ _ - ' / I / - _ _ 431 - - - - - _ _ - - 433' / I w RCP �2 5 / - 430 / / - - - - - A33 / / dad. 0^'A�6SO / V ,/ _ _ _ --432- - rr'� / / I / d� - - - - - - / a I --I oC > CURB \lcDc g7`Pc0LLJ RAMP \ \ S qY / h 432 _ _ _ i _ - _ , 5!. \ / /. 5 / \ / / J (ADA) W/ SD CURB INLET W/ MHD l p \ _ / _ 5 DWS / TOP=425.59' C�q\ !\ �3 - - - - - - - - - ' '� ' - - - - - - '_\ a3 _ \ 435 / / / G /Q ems //�// \ Z w z / INV. 1N=421.32' 15" RCP (S) �B / c 3d. x / C NC. �y - _ _ - - - - - _ _ o� INV. 1N=421.34' 15" RCP \ \ - IIQnn / (SE) �\ / �'ds 32' \ ///// \\ ADUSE t _ 436 �' - _ _ / /^//\\ \ w L V INV. OUT=421.16' 15"RCP \ �Sp, A , - - / / / ti/ - / NIP AJ ' /_/ DEPRESSED \ ` �� �' / / / ///'/ O W _ / �\ CURB \ _ _ -43a >� / / \ w // 0 A3��W � \ \ \ \ \Sq �� � ���e �/ / >l\ / ii' LL _ _tv _ 1 / / / / \�Vd d3`' II 1 ' SAN CO TMP 78-9B MHD O GUADALAJARACORPORATIONIV TOP=438.31' 5P oA�O \ �� TOP=439.20' DB. 3339, PG. 710 �i' INV. 1N=434.12'24"RCP (E)\ 0 9 \ - \ INV. 1N=434.19' 18"HOPE CONC. i / / % �i' INV. OUT=433.95' 24"HDPE \ \w DRAINAGE FLUME / / A PIPE INLET, 12" HDPE (HW, L=4') INV. (IN)=436.68' MHS (W/DROP CONN.) TOP=43701'\\ N40e18'12" INV.=431.57' INSPECT. ``\ 13.85' %' MHS _ \ / / ARM \\` \� �' TOP=439.34' _ � < \ \ \ / / / / INV. 1N=420.91' 8" PVC I `�\ %� INV. 1N=419.72' 8"PVC (E) _ \ \ / I \` �� INV. OUT=419.64' 8"PVC _ o \ / / / DROP (S) I \\ z \ \ / / / INV 1N=420.11' 8" PVC (W)- \ / INV. OUT=420.02'8"PVC �\ oe No. \ \ / 'P� SD INLET WI/GRATE-�.* 49421 SCALE 1"=20' / / TOP=439.48' INV. 1N=436.18' 12" RCP (S) / SHEET NO. / I �NV. OUT=435 90 V IN=436.08'12'�8 "HDPE cu 5, Q 0 20' 40' / / 6" / L CURB I INVT (OUT) 404C36' / / / / \ \ \ \ \ \ \ \ \ \ / / EP v v I SD CURB INLET W/MHD / � \ \ CURB Cur I TOP=412.53' ryan D. Cichocki Z INV. 1N=408.43' 15" RCP (E) / \ \ / L) Lie. No. 53741 aos - - - INV. 1N=406.79'24"RCP (S) INV. OUT=406.07'24"RCP - 24"RCP, II / MHD < \ \ \ \ / SSIONAL� / -410- - 1 11 R TOP=421.47' / INV. IN=415.49' 15" RCP (E) \ - - - - - - - C&G -------------------------------------- INV. OUT=4.36' 15"RCP(S) W 1---------------- �_ 15"RCP INV. OUT=414.7T 15"RCP \ \ \ \ \ \ \ / ,•� E cD q1 P I 1 --- / ' i I I / a ^h /---___� SO CURB INLET W/MHD \ _ ` / b b^6 TOP=421.61' RIM \ \ w 0/ E 412' PROPERTY BOUNDARY \ INV. OUT=418.01' 15"RCP \ \ � � v 3 412.63' I I \ \ \ ' 1 a ���� \ \ Q LL LL o 3 / RIM EP \ \ \ 1 / / \ \ w O / 412.68' \ \ \ 1 / / I I � � � \ In Uw rC \ I TMP 78-9 Z \ \ a � _ 424.44' \ / 115" RCP / TCO PARTNERS LLC \ j o rn 844.60'413- _ - h ' / S8 ° 12. '1• BW t4' WALL 11 J1, I I \\�\\ \ DB. 4710, PG. 713 \\ \ z F v CII RETAINING WALL G�O z 3.$4% w I \ }I I I B \ / \� �� \ \ 3 O / MAX HEIGHT 6' / 477 y __-Lu -414- 2.761_I \ _ I '�15"RCP \ _ Lq zo SD CURB INLET W/MHD b^ I I / 17' Fp I \ \ a .RIM' . ' _ - I 4 �\ SD CURB INLET W/MHD \ ,.> > / TOP=414.96' / 1 s' \ . \ Y r I r 1@ ' • ' l ?1 / /%fp 9 / w INV. OUT=411.36'-2245.1e5a_ - �/ 'I , , ' �_41 - j a Oe 3It y 7e \ \ TOPINV IN 423 26' 15"RCP (S) \ \ o� tiCII 15-RCP -0 q 44 1` 415 _ ' I _ , ' ' a20 y .' ! ° ° pie,/rQ Qy� I,INV. OUT=422.51' 15" RCP \ \ \ 15B.,W / / 4224.75' .' '3'9gPui 47422.^T 477- �SD CURB INLET W/MHD\ TC E6 '-'T P=428.85o TC NV95'15"RCP • W l OUT=424.85' 15"RCP \ O FFE=428.65' i ' 426.49' ' •. i' h ' •� 42 5`. ' y. / I I \ F / / TC . • • . �,�Ts TC 3 i TC ` ry I I a \ o J TC 424.57 . '. ' i / 4 8.65' ' / 1 ' 427 1-1. - 426.24' �T ' ,, .- - S 15" RCP I I I \ > w ' TC ! / 425.25' SS \ I I \ \ w m �o _Ie/BS' 428.35' 4B'a % % ' _ /•` / i�Q�425.39 dd 42458' FFE=428.65' Z BS O t, oS 425.31' TC DATE TS Llh M 4,18.31' jU co 428.55' 0612112022 m U Pd _< o o _ -4js ` v N / TC /'. 4 - - / / \ \ \ \ MHS (W/DROP CONIC) O � .27 % �\, / \ DRAWN BY Z 05 �K6 425.87' i °F ° -425 ° ' .�?' / id - - - FFE=48.B5' - ' / ° ' v /�./ \ T. BRIGHT ih \ ' 7 \ \ TOP=433.05' / \ 426.15' FFE=428.65' / ' i - e e i % ' \\ i O - / / TC ° i ' \ \ \ INV. 1N=416.70' 8" PVC (S) DESIGNED BY INV. OUT=416.59' 8" PVC -420-� c� , , � ' / ,a23 , � ' / �' 428.41' TC / , � SD CURB INLET W/MHD \ \ W U ' ' �; - - - - - - ' ' ' / / i - -d26 / / e ° 428.12' /' �� / TOP=432.48' C' \ \ • T. BRIGHT / A2 I / ' ' _ - ' ' ' TC Ati0 Y. \`\ ll�V. OUT=428.35' 15"RCP -431 �G • RETAINING WALL / / _ _ _ / Fo \ • CHECKED BY TC 428.10 / . MAX HEIGHT 6' i / TC / TC 439. \ i A21 ?y. 6.36' 428.62' I - _ _ ' ' / - - -424 - - 427.85' . '•! / ' ' • S\\\ 15" RCP / \ • B. CICHCCKI ' BW / / - - - - - - - 427- - / .i / 429.66C ' 91 \ / -432' / / • • 422 00' ' FFE=428.15' �\ SCALE / TC FFE=428.65' a27sa' TC I -425- _ _ - - b 429.so' F \ / • 1 "=20' `\ \ 42 TC 428.17' / a2 . 5 i. 429.91' a 3' / x A27.59' TC I / i \� / • ±T WALL ° / _ 426 15" RCP 42 I FFE=428.65' / \ -423 Tw 6. MHS TC i / TC - TC _ - - - - - - 'TC-, 271.12' i 9'S / s �ea / NV. 1N34272;' 8" PVC E 428.08' -427 TC FFE=428.65' ' _ _ _ ?8.42 42 .10' .4 ° r 4zs.4o' C - 42627' v T� - / / INV. 1N=448.22' 8" PVC (S) 428.30' v aze�3 � rC % i „•� , � / � � INV.-5UT=418.13' 8"PVC / / ---'pTC27.55'_ / i • i - _428TC.- ' iM x g0 -424 PROPERTY BOUNDARY- TC 7Z _ 427.82' - - _ • .,' - _ 1•.. .. 48, / I ' 427.50' � � a28s8' -° 430 °° n, Ems, �. ' .,2- - "'S•:) ' 1 Ss!j ' SD CURB INLET W/ ll MHD N76°3938"W RIM l/ 2j / / S/ 0 9/0 0 LP i ,✓ S TC ' rC ' A 0e LL wee .,0 _ . �4z5.3 o,. ° .. ' ' a32.2s". .a3zsz' .18' r / W W W b ' / TOP=422.00' 13.43' os' ly LP i' ' i 429' ' RIM N / rC - r- INV. OUT=419.07' 15" /% �26,64' _ _ ' ' / ' / 4z8.45' TC ' 42 / I RIM _ - 431- - - - _ - 433.18' _ 433- ' - / RCP l/ _ , 3 a28.49' 1/8 13 240 28n6� - 5 �/! / d26' \ - - / / / 428.15 az7.98'tr TIC Tc 427.97' _ TC / _ a2 / // -42 ---- ----- ------ 433'.'• 43522' - 3A'..' / 1 A �? z I l� _ _ 427.98' - -432 - - - Tw - - _ _ _ i � o� �^6 '�.J / � � 7 Q l/ 18i / / ° Z TC 430.06' / / / 430.08' _ TC BW 432.90' SC' _ - - - _ 433.TC // 5 / yry� / ,\\� Q Q 429.7T , N / sW ' 30.00 -433 430.68' - _ - ' TC TC / \\ / 434.66' TC _ . ' 'r Q Z %/ \ I •A A r - - ' .�-'.i•' - - i TC 432.75' / 3' i iS - - - .i . 433.01 TC-'434.75C / / / \ •-\2 / / / 18„ 7 430.25 / / i .i - - - -434 •TC TC 435-32' TC 1j 429.88' .', TC . So .43 43'. i \ 435.43' _ \G / Rr1 S'L+ A2 \ _ BW / BW43 .84' _ 433.58' 434.12' / 1 / \ \ // Q CURB (j N O ' _ - 432.61' - - - TC _ / Lu Q RAMP G& / �Y9 \ 1 TC _ _ 5A3 -432- _ j - ADA W/ \ s y •.. L ( ) SD CURB INLET W/MHD l p/ \ 4 20 434.4 _ - 431, _ 5 / a3z.00 . - - 43 a 435 , G^ / \ /'/ Q DWS / TOP=425.59' 8 S9rC1 / / Z O / �' / y� 430.35' 431.9T ^ / TW C NC. \ ` y - _ TC ^ \ - - - //' m INV. 1N=421.32 15 RCP S GS'B d31 �' / a33.o8' , ` \ TC y - a3 \ G \ J (S j 1N=421.34' 15" RCP \ / / TC \ - / / / / / EFUSE t - \ 36, i 435.65' 436.28' 'O V14 / TC / / \ / \ Ss.4 32.14� ' _ /% AD ILL BW _ a i ' - _ _ o �- '37.23/\ / / Q INV. OUT=421.16'15" RCP / Ste, A.5 \ -� V / 436. 431.10' ' _%\ / /// 7`/\/TW \ 435.59'�F/ \ / / �i/// U L / \ 7�B9b3 \ \ '7C 1 / / / b- �_ TC , • _.y ,TC. / / / / //// DEPRESSED \ \ 434.6T .1'�.' 435.38' / / //// \ 0 W^\ CURB \ \�-,_ •, a36 �� / / w III 34.78'/�e j•1 / ` / �\ \ / ' ' / V tv TIC nj�J \ \ \ / �\ \ \ \ 43 TC - / i i' / / MHD TMP 78-9B / / ,W b TC 1 1 �� SAN CO W \ \ / �, 0 i i' TOP=439.20' O w TOP=433.31' c�' . '� i GUADALA✓ARA CORPORATION IV / / 435.51' _ e d \ J / \ _ / TC Xp9 \ �' INV. 1N=434.12'24"RCP(E)\ DB. 3339, PG. 710 / / / �'� 0 439.4 5 \ - \ �' INV. 1N=434.19' 18" HDPE ~ CONC. i/ INV. OUT=433.95'24"HDPE \ Q DRAINAGE FLUME \\ '- / PIPE INLET, 12- HDPE INV. (IN)=436.68' MHS (W/ DROP CONN.) TOP=437.01' \\ N40018'12' INV.=431.57' INSPECT. \\\ 13.85' %' MHS _ ARM 1 \\\� �i' TOP=439.34' _ < INV. 1N=420.91' 8"PVC INV. 1N=419.72' 8" PVC (E) / \\ � � DROP (S) ��%' INV. OUT=419.64' 8"PVC _ Z \ \ / / INV. IN=420.11' 8"PVC (W)- \ / INV. OUT=420.02' 8"PVC JOB NO. SD INLET Wl/GRATE 49421 TOP=439.48' SCALE 1"=20' / / / INV. 1N=436.18' 12" RCP (S) SHEET NO. INV. 1N=436.08' 12" HDPE (W) 0 20' 40' / / 6" INV. OUT=435.90' 18"HDPE C5, 1 0 v N 0 0 0 3 c a 90 o � O Ez 20 0 c m-6 a c m a0 O w tr O Z z •° Od 2 0 o 2§ n d m 2 Y J N X C 0.0 0,6 £ 2 g„ 0 = d `o Eg 06 a c �a 10 a 0 0 c 2 m m N 0 c 0 o. E w L F E L s �,TH OF 0 100: DI-3C 8 ft Throat v 108: MH-2 301 : DI 3B 6 ft Throat a STA 10+00.00 It 5 TOP 412.63 N m m 403: DI-3B 6 ft Throat ryae A Cichocki Z INV IN 407.71 (101) _ + � v STA 10+67.78 INV I _ lie. No. 53741 INV IN 407.76 (400) 2 o v z 0 TOP 415.58 INV I NV OUT 407.51 EXISTING PIPE OUT) O F 0 > > INV IN 411.23 (EX. 15" RCP) INV OUT�� &/// L ( a 435 ~ INV OUT 409.80 (402) 435 �`�� 1 0 0 50 SSIONALG PROFILE SCALE E 430 430 N o N C > E W 0 E � w i 3 ¢ a o 3 425 425 w C t M ¢ j U w z w J -ui O .. 0 LU a v V' W W M 420 420 >' OJ w U oQ" Q PROPOSED U) I a � O GRADE c L n N W � M � 415 415 W J i EXISTING z 410 GRADE 410 O M 40 OF o Ag 5 a 18�R��b w 405 °C 405 w LU 400 U Q 19.11' OF z 18" RCP O @ 2.00% N DATE > 400 400 0612112022 9400 10 00 11 00 12 00 12 50 9 00 O DRAWN BY N R T. BRIGHT R R • DESIGNED BY 9 50 9 00 • T. BRIGHT STRC 100 - STRC 403 STRC 108 - STRC 301 • CHECKED BY HORIZ SCALE: 1"=50' HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 VERT SCALE: 1"=5 B. CICHOCKI 104: MH-2 • • SCALE 102: DI 2C 6 ft Throat STA ??? 210: 15" Basin -Square Grate 208: DI 3C 6 ft Throat S 1 "=50' V OUT 418.01 INV OUT INV l ' ^ V / I� ''D V/ Q Q Z z�w `� J Q I --I W LL zQo z� �m� J Wa O O O W " (n z O 9 00 9 50 JOB NO. 9 STRC 100 - STRC 112 �� 9 STRC 104 - STRC 214 50 49421 HORIZ SCALE: 1"=50' HORIZ SCALE: 1"=50' SHEET NO. VERT SCALE:1"=5 VERT SCALE:1"=5 C7 0 Uj LL 0 04 04 nRAIN LF STA 10+24.66 TOP 422.09 TOP 421.24 INV IN 415.87 (105) INV IN 413.85 (103) INV OUT 414.03 (103) INV OUT 407.94 (101) m O `m rn � l0 ,-, O � Q U co 100: DI-3C 8 ft Throat 108: MH-2 c M 0 co L STA 10+00.00 STA 10+15.64 TOP 426.40 TOP 425.08 N 421.15 (109) INV OUT 419.06 (300) N 418.83 (300) EX INV IN 420.60 15" RCP 417.86 (107) EX INV IN 419.26 15" RCP 445 445 440 440 435 435 430 430 PROPOSED GRADE 425 425 EXISTING fl GRADE 420 420 415 415 300 15.64' OF 18" HDPE @ 1.50% 410 410 0 10 00 11 00 12 00 13 v N a ' - N418.21(203) TA 12+03.52 STA 11+g5.58 TOP 427.13 TOP 427.65 INV IN 421.05 (211) INV IN 420.77 (209) INV OUT 420.85 (209) INV OUT 420.57 (207) O m _ ld MO Q ui V i° o 7 M N N o r> V U �u'1 F `N,M a0 �%O �p � 'yO V 202 co co �M M � � OONO m��n N ap��V UM°oN STA10+02.66 mNNM + �� H U�MOi � } %DF + r� H ��NQ TOP421.61 Q�aZ 0 �'+Na � _M Q�vZ 0 a0 (EX15"RCP) aQa» o�vz O NQd- ��O> N��z z o�p> > Z N��z z "'�~� N fnHZ 440 440 435 435 EXISTING GRADE P OPOSED GRADE 430 430 i i TRENCH i DRAIN YARD 425 425 � 8" C SS 52 / DIP WAT RLINE 420 211 420 207 35. 205 61.07' OF 15" HDPE 213 112.11' OF 15" HDPE @ 1.00% 74.95 OF 6" VC 15" RCP � 1.04°k 8" P SANITARY (� 1.00% � 2. 0°k 415 209 415 19.89' OF 15" HDPE 15" HDPE � 1.00% @ 1.00% 410 410 405 405 0 10 00 11 00 12 00 13 00 14 00 14 CO O 7 O N ^ �h v v v v v v v e 5 ryae A Cichocki Z Lie. No. 53741 STA 12+77.28 3 ���/1 j Z w TOP 428.54 O� ZSF STA 10+00.00 INV OUT 421.85 (2-3) 0 �SgyCs1 TOP 435.30 1 ! 0 50 ZONAL INV IN 427.27 (EX. 8"E) STA 12+38.23 2 PROFILE SCALE INV IN 418.22 (EX. 8" S) TOP 428.85 INV OUT 418.13 (EX. 8) INV IN 421.46 (2-3) INV OUT 421.26 (1-2) ^� E INV IN 418.88 (1-2) 0 0 440 440 445 445 445 445 445 445 N N ¢ o > E w 0 E PROPOSED ~ °' �^ 3 GRADE EXISTING ¢ a o 3 435 GRADE 435 440 440 " - p 2 2' O L M ¢ U w Z w —in O \ N ry H V W U M 430 I 430 435 435 Z YCII w 30' I� i � ry Z =U >N O H <� U) nry w M � 425 425 430 430 6"CLASS 52 DIP STORM PROPOSED 7 FIRE LINE PIPE 213 GRADE Ll.6' ui 2-3 0 420 OF 420 425 425 /r F 1-2 ^ PVC 238.23' OF 1.00% EXISTING 6"PVC GRADE 1.00% x p w 415 415 420 420 w EXISTING SANITARY OUT w W ico O DATE X > 410 410 415 - 415 06/21/2022 0 DRAWN BY T. BRIGHT • DESIGNED BY 405 405 410 410 10 00 11 00 12 00 13 00 10 00 11 00 11 50 50 • T. BRIGHT O N O M m • CHECKED BY M M M N N N C 7 7 C �F R B. CICHOCKI • • SCALE 9+50 10+00 11+00 12+00 13+00 9+50 10+00 11+00 11+50 9+50 10+00 11+00 11+50 9+50 10+00 11+00 11+50 • SANITARY FIRE LINE D FIRE LINE A FIRE LINE B 1"=so' • HORIZ SCALE: 1"=50' HORIZ SCALE: 1"=50' HORIZ SCALE: 1"=50' HORIZ SCALE: 1"=50' VERT SCALE: 1 "=5 VERT SCALE: 1 "=5 VERT SCALE: 1 "=5 VERT SCALE: 1 "=5 • 440 440 440 440 V / ui I— I —I '� v ' Q Z w z � �_ > w LL 0 zJ zz� I —I m a J LL Q z J J S O U..� z 04 O 0 I— 50 50 9+00 10+00 11+00 11+50 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 16+50 FIRE LINE C WATERLINE HORIZ SCALE: 1"=50' HORIZ SCALE: 1"=50' JOB NO. VERT SCALE: 1"=5 VERT SCALE: 1"=5 49421 SHEET NO. C7.2 PROPOSED BUILDING WALL 435 435 430 430 FFE = 428.65 PROPOSED 425 GRADE 425 EXISTING GRADE 4" CLASS 52 DIP 420 FIRE LINE 420 415 415 z w w F w > p C7 �° X 410 m m - 410 405 405 10 00 11 00 11 m N o v v N O 01 3 a� 0 co L FIRE HYDRANT 440 440 440 ASSEMBLY 440 PROPOSED FDC BUILDING EXISTING GRADE WALL P POSED 435 GRADE 435 435 435 \ CONNECT EXISTING TO EXISTING GRADE PROPOSED WATERLINE. � GRADE CONTRACTOR TO VERIFY LOCATION 430 430 430 AND ELEVATION 430 FFE = 428.65 / 6" CLASS 52 DIP FIRE LINE w 425 425 425 � 425 w p> p m � m ro F-a rn m v 420 420 420 420 6" CLASS 52 DIP FIRE INE p p m m 415 v v 415 50 415 415 410 410 410 410 10 00 11 00 11 10 00 11 00 11 7 O 7 H 7 EXISTING PROPOSED GRADE BUILDING � WALL 435 435 CONNECT � TO EXISTING WATERLINE. � CONTRACTOR TO VERIFY LOCATION 430 � AND ELEVATION 430 FFE = 428.65 � - PROPOSED GRADE i i � 8" LASS 52 DIP 425 � STORM WATERLINE 425 PIPE 207 / 7 1.5" CLASS 2 DIP WATERLI E R205' 1.5" WATER i T DEFLE TION 420 METER � 420 � Q 6" PVC i � LL SANITARY qr- "LASS 52 DIP v � PIPE 2-3 FIRE LINE > 415 � 415 ? p p � p p W p0 W p W W W W W W p W m mm�m>� m�� � m O ry (� CID ry '+? X nl X m �� � O� °D °O � N °0 N V W 410 410 405 405 10 00 11 00 12 00 13 00 14 00 15 00 16 00 16 rn N o rn h N o � M Nv N � � i v v v v v v v v v v v - \ I / _ (16) ARO ABR / 412' PROPERTY BOUNDARY (3) GIN PSG < O L Y (36) ITE SPR M P I q I \\ DRIVE CW. III Wo. 14 06/21/22 ^� E 0 N OV N N 5 SIDEWALK / I I v \ w n E / II - —ATYP) 5' / I I - - -w v 3 ' TCO PARTNERS LLC a t -------------- - ��- 4 -- DB. 47 G. 713 LL o 3 I 10 P \ \ EXISTING VEGETATION NOTE: THE EXISTING SITE WAS PREVIOUSLY CLEARED a � zO BETWEEN 2007 AND 2009 AS - - BE SEEN IN 414 -- a> oo ry H - - _ ALB MARLE COUNTY GIS AERIAL BASE MAPS AFTER _ N m N a ! ^ q16 \ \ THE SITE WAS CLEARED SEEDING WAS REESTABLISHED. z °Y v / (28) ILE GLA t' v k //// / / _ - q17 - i �' V A THE SITE IS MAINTAINED BY OCCASIONAL MOWING WITH 3 O U) U) / (4) ACE OGL �� \ \ 412 I A b _ SOME SPARSE TREES THAT HAVE TAKEN HOLD WHILE O 'i p (17) ILE WIN \ ". A A o Q v 415= J' 419470 /( (1)) ITE SPIR ARO ABR \ THE SITE HAS AWAITED THE HOTEL MARKET RETURN v z , - - AFTER THE 2009 DOWNTURN. O z ¢' u ' 0 En Lu Lu (14) ITE SPR; v 'DIP/WITH TAP FOR / ' (9) ILE GLA o H 41 OJ J ' 1.5" TO-MV, FOSTER / / / / O o w FBI INGSONLY - m J A O / • (6) ARO ABR , - - (12) ILE GLA F 424 2' V U 0 5'SIDENALK 5. \ a 'V A o _ A1,6 V A / \ / / • (16) ITE SPR \ -421 / PROPOSED BUILDING -427- ° � (9)ILE WIN - \/ • - / / / ��� / ,432' / — 422- ' ' A33, �.�. �— o i •_ kip / / • -423- . o I �\� Uk V / -427 , '---------- • — ' , � / -41 fl 4 _ 0 � — — • // ° ° a ° ° / • / / / __ _ 1 � I � 6 _ ,424 - - - - - ©f. °°e °„r° y I ° ° PROPERTY BOUNDARy.P ' (11) AROABR _ -428- 430°° n _ _ _ '5 ' \ (23) ILE WIN 432 t 4 ACE GOL r 429- - I / 43 (5) QUE PHE v433- y A2 % SA — 42 - --' AN -430— — / /' - -_-- _432 - - -- - - - -- _ - - - _ ,.433S / /A3A (9) ARO ABR - - , _----434 / 432- 10*50� / --- o ------ 435 4 N5, - / o / / ,A TMP 78-9B GUADALA✓ARA CORPORATION IV DB. 3339, PG. 710lo \x1� VA \ co M Z SCALE 1 "=20' 0 20' 40' PLANT KEY TREES BOTANICAL NAME ACE OGL ACER RUBRUM'OCTOBER GLORY' ACE GOL ACER SACCHARUM 'GOLDSPIRE' GIN PSG GINKGO BILOBA'PRINCETON SENTRY' PLA OCC PLATANUS OCCIDENTALIS QUE PHE QUERCUS PHELLOS SHRUBS BOTANICAL NAME AROABR ARONIAARBUTIFOLIA'BRILLIANTISSIMA' ILE GLA ILEX GLABRA ILE WIN ILEX VERTICILLATA ITE SPR ITEA VIRGINICA'SPRICH' TM DATE 0612112022 DRAWN BY A.RACHNER DESIGNED BY A.RACHNER CHECKED BY -.HAN000K SCALE 1"=20' W I— U) ozz z"Q QLLi z-iw zLuQ w < U U >- } zz 0 0— O Q z O 1-- JOB NO. 49421 SHEET NO. L1.0 0 m 0 3 c a v'0 o -z 20 o � c a c m a- O N C7 F N 5 h O d 2 o F m o 2§ n d m 2 Y � m X C 0.0 0,6 £ 2 m h m = d `o E m 06 c 2c 10 m 0 o m � c 2 �N N C c $ nE w L F E L County of Albemarle Conservation Plan Checklist —To be placed on Landscape Plans (Handbook, pp 111-284-111-297 for complete specifications) I. The followine items shall be shown on the plan: 0 Trees to be saved; 0 Limits of clearing (outside dripline of trees to be saved); 0 Location and type of protective fencing; 0 Grade changes requiring tree wells or walls; 0 Proposed trenching or tunneling beyond the limits of clearing. 2. Markines• 0 All trees to be saved shall be marked with print or ribbon at a height clearly visible to equipment operators. 0 No grading shall begin until the tree marking has been inspected and approved by a County Inspector. 3. Pre -Construction Conference: 0 Tree preservation and protection measures shall be reviewed with the contractor on_site; 4. Equipment Operation and Storaee: - 0 Heavy equipment, vehicular traffic and storage of construction materials including soil shall not bepdtmitted withi tlfgdriplines of uses to be saved. 5. Soil Erosion and Stormwater Detention Devices: o ° r 0 Such devices shall not adversely affect trees to be saved. 6. Fires: 0 Fires are not permitted within 100 feet of the dripline of trees to be saved. 7. Toxic Materials: ]" 0 Toxic materials shall not be stored within 100 feet of the dripline of trees to be saved. - -0 L -q 8. Protective Fenclue: 0 Trees to be retained within 40 feet of a proposed building or grading activity shall be protected by fencing. 0 Fencing shall be in place and shall be inspected and approved by a County Inspector prior to grading or construction. 9. Tree Wells: ` 0 When the ground level must be raised within the dripline of a tree to be saved, a tree well shall be provided mid a construction detail submitted for approval. 10. Tree Walls: 0 When the ground level must be lowered within the dripline a tree to be saved, a tree wall shall be provided; and a construction detail submitted for approval 11. Trenchine and 'I unndine: 0 When trenching is required within the limits of clearing, it shall be done as far away from the trunks of trees as possible. Tunneling under a large tree shall be considered as an alternative when it is anticipated that necessary. trenching, will destroy feeder roots. 12. Cleanup: _ o L °T 0 Protective fencing shall be the last items removed during the final cleanup. r- 13. Damaged Trees: L4 " 0 Damaged trees shall be treated immediately by pruning, fertilization or other methods recommended by a fto-spt:,rlalist�n — f NOTE: IT IS THE DEVELOPER? RESPONSIBILITY TO CONFER WITH THE CONTRACTOR ON TREE CONSERVATION REQUIREMENTS. CONTRACT PURCHASER SIGNATURE (DATE) 5/1/06 Page 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 V Il II 1 "f 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 3-2'1 HARDWOOD STAKES GALVANIZED WIRE GUY 12 GAUGE. ALLOW FOR A SLIGHT AMOUNT OF MOVEMENT 8' 2'1 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 MIT SAUCER 6"SAUCER REMOVE CONTAINER. SCARIFY PERIMETER ROOTS PLANT SCHEDULE TREES QTY BOTANICAL NAME COMMON NAME MIN. INSTALLED SIZE ROOT CANOPY ACE OGL 4 ACER RUBRUM 'OCTOBER GLORY' OCTOBER GLORY RED MAPLE 2.5" CAL. B&B 425SF ACE GOL 4 ACER SACCHARUM 'GOLDSPIRE' GOLDSPIRE SUGAR MAPLE 2.5" CAL. B&B 234SF GIN PSG 12 GINKGO BILOBA'PRINCETON SENTRY' PRINCETON SENTRY MAIDENHAIR TREE 2.5" CAL. B&B 17SF PLA OCC 9 PLATANUS OCCIDENTALIS AMERICAN SYCAMORE 2.5" CAL. B&B 1308SF QUE PHE 5 QUERCUS PHELLOS WILLOW OAK 2.5" CAL. B&B 395SF SHRUBS QTY BOTANICAL NAME COMMON NAME MIN. INSTALLED SIZE ROOT ARO ABR 56 ARONIA ARBUTIFOLIA'BRILLIANTISSIMA' BRILLIANT RED CHOKEBERRY 24" HT./SPRD. CONTAINER ILE GLA 44 ILEX GLABRA INKBERRY HOLLY 24" HT./SPRD. CONTAINER ILE WIN 49 ILEX VERTICILLATA WINTERBERRY 24" HT./SPRD. CONTAINER ITE SPR 81 ITEA VIRGINICA'SPRICH' TM LITTLE HENRY SWEETSPIRE 24" HT./SPRD. 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=40) = 2.85 3 LARGE SHADE 4 LARGE SHADE OF FRONTAGE TREES TREES LANE OLYMPIA 459 LF 1 LARGE SHADE TREE PER 40 LF (459+ = 11.46 12 LARGE SHADE 12 LARGE SHADE DRIVE OFFRONTAGE 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 2,855 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 PARKING LOT 1 TREES PER 10 122 PARKING SPACES 122110 = 12.2 13 LARGE SHADE 13 LARGE SHADE TREES TREES PARKING SPACES 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 16,587 SF CANOPY NOTE: -ALL SITE PLANTINGS OF TREE 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. 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 SEWERNVATER 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. INSPECTIONS/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. C d. �o14 f III �""� 06/21/22 ui M 0 0 x M 0 x F 0 w LU x Q z O V) tr 0 O CL O oc 0 N z 0 f z O F- CII En w O z O U) w rr w a DATE 0612112022 DRAWN BY M.RACHNER DESIGNED BY M.RACHNER CHECKED BY F.HAN000K SCALE N/A V) V) LU J aI� v' LU Q 0 > Q Qw zQ� z w LU J LU 0 U0z Q LU � =) O LU U Q O z Q J L JOB NO. 49421 SHEET NO. L2.0 ILuminaire Schedule I I Tag Symbol Qty I IA 12 B 3 I I C 6 [MANUFAC] COOPER LIGHTING SOLUTIONS - McGRAW-EDISON (FORMERLY EATON) COOPER LIGHTING SOLUTIONS - McGRAW-EDISON (FORMERLY EATON) COOPER LIGHTING SOLUTIONS- McGRAW-EDISON (FORMERLY EATON) - _____- ____________ II II PROPERTY BOUNDARY I I II OLYMPIA ______- DRIVE -- 5' SIDEWALK LLI Z I J j � 1 Z 5' SIDEWALK O (TYP) U Q Z O 0.0 0.0 N76039'38"W ' 13 0.0 TMP 78-9B GUADALAJARA CORPORATION IV DB. 3339, PG. 710 o. a-�s 1.7 2 3.2 \ + + 0.5 0.2 10 • Label Calculation Summary Label Units I Avg I Max I Min I Avg/Min I Max/Min GLEON-SA3D-740-U-T4W-HSS Parking and roadway Fc 4.35 8.1 1.1 3.95 7.36 GLEON-SA2D-74o-U-T4FT-HSS Property Line Fc 0.22 0.5 0.0 N.A. N.A. G L EO N-SA2 D-74 o-U-S L2-HSS NOTE: Each outdoor luminaire equipped with a lamp that emits 3,000 or more initial lumens shall be a full cutoff luminaire and shall be arranged or shielded to \ reflect light away from adjoining residential districts and away from adjacent roads. The spillover of lighting from luminaires onto public roads and property \ in residential or rural areas zoning districts shall not exceed one half footcandle. \ The mounting height for the site lights includes any proposed base and will not \ \ exceed 20' in height. TMP 78-9 \ \ TCO PARTNERS LLC \ \ DB. 4710, PG. 713 \ \ V A \ V A 3� \ \ \ 4• 3.9 \ t + + + \ \ 5.3 5.1 4.3 4.1 \ \ t + + vA \ \ 3.6 4.1 4.7 4.8 0 9 \ f- ,z.8 V 4.7 4.6 4.3 3. 1.4 2.3 3.6 4.8 4.8 .3 \ \ + 3.4 5.2 5.4 4.7 4.4 \ \ \ 2. + 8 + 5.9 +.3 +.4 \ \ 3• • .H \ 0% p� \ - • 0.1 0 Iry G^ //+ + .2 / 3.5 / 3• 3-5 / /� 0.1/ / oe / 0.1/ / / 0.1// 0.1/ / /+ 2 PROPERTY BOUNDARY Z W • 00 C] Z Z SCALE 1 "=20' 0 20' 40' CW. III Wo. 14 06/21/22 ^� E 0 N O N N > E E w 3 � wLL v ¢ a 3 2 O 0 2 L M ¢ � U w Z w J - in .. O a N N F- LU W M 7 En J Q w O � >N Z O =U H CL O N > M LU LU d� OJ J �F- Ui z M 0 x M 0 x F 0 w w w H Q Z 0 in 0 0 N Z 0 f [no DATE 0612112022 DRAWN BY A.RACHNER DESIGNED BY A.RACHNER CHECKED BY -.HAN000K SCALE 1"=20' z Q J V) a LU U LL V / A LU Q Z z `_' O LLI QUO J z LLJ I� m Q J W a voz z Q 1- J S (9 w°z z = O l� w (n JOB NO. 49421 SHEET NO. L3.0 2 L /N40°18'12"W 13.85' )h Interactive Menu as Ordering Information page2 an, Mounting Details page3 an Optical Distributions paga4 e Product Specifications pal • Energy and Performance Data page4 as Control Options page 9 Quick Facts • Lumen packages range from 4,200 - 80,800 (34W - 640W) re Efficacy up to 156 lumens per watt as Options to meet Buy American and other domestic preference requirements Dimensional Details NOTES: 1. visit 2OACwIReLGwwoQr 30€DOK CCTla gm/SaifgMfo cMmquMcaMn. Xdal pnadW yallaXW am nCaNINM. antl warmeronlr. v� COOP Lighting Mounting Details Standard Arm (Drilling Pattern) TYPE'N' [22mml W76" (14mm) Diameter Holes QM Quids Mount Met (Standard) Quick Mount Arm (Includes fixture adapter) McGraw -Edison GLEON Galleon Area / Site Luminaire Proauct reatures �1 M wm.nsana Temnor°m Light AnmisepP. Product 1 4) 0 Zr1 1 O BAA cERTIFlEo - Vim. wF )I� Connected Systems e WaveLinx e Enlighted Number of Light Squares WIC "8" Standard Arm Length "9" Extended Arm Length' r "B" I. uick Mo., Quick Mount QExtended Arm Length Arm Length r r r PS500020EN papal October 20,2021 9:34 AM QM and QMEA Pole Mount QML Pole Mount QMEA Quick Mount Arm (Extended) 16-8/10" (553mm1 1421mml Standard Wall Mount Mast Arm Mount 3' ® f78mml 1-13116, 0 J 3-13/16- 147mml 187mm] (2127/8/" [llmml 21 3rinn- T Ill 1206mml L[82m l- Dia. Hole (553mm1 [778mm1� (b2mm1 Arm Mounting Requirements 1 Standard Extendednt 2 Standard 7--..-.7- QM Extended 3 Standard QM Extended 4QM 4 Standard tandard xtende Quick Mount 5 Extended Standard QM Extended Quick Mount 6 Extended Standard QM Extended Quick Mount 7 Extended Extended - Quick Mount 8 Extended Extended - Quick Mount 9 Extended Extended - - 10 Extended Extended - - Fixture Weights and EPAIS 2 ® 18W Triple' 4@90' IIIIAI Ili.11 lei hI I:I L r I"r r.rl Ila hi ICIICLIOI<` ll. al 111 n Numberof Weight"= Light Squares Standar ended A - Weight with QM pr,p (lira.) EPA with QM Arm Weightvv*MQML EPA With QML (Sq. FL) (lira.) (Sq. Ft) Weightwith QMEA (Ibs.) Mail QMEA (Sq. Ft) (n COOPER Lighting Solutions Ordering Information SAMPLE NUMBER: GLEON-SA4C-740-U-T4FT-GM OEON=Galleon SA1=1 Square A•600mA 722=7OCRI, 2200K 0=12027N T2=Type 11 IBlankj°Arm for Round or Square Pole - BZ=Bronze BM-GLEON=Galleon, SA2=2 Squares B=8GOmA = 1-120V T2R=Type ll Roadway EA=Extended Arm° ButrAmenicanAn SA3=3 Squares C=1000mA 2=208V T3=Type III fullArm Adapter1° 730=70CPo, 3000K ac Compliant SM=4 Squares D:1200mA 16 = 3-240V T3R=-Type 111 Roadway Wall Mount DP=Dark Platinum TM-CLEON=Galleon, SA5=5 Squares' 740=70CR1, 4000K 4-277V 8=480V a' TIFT=Type IV Forward Throw QM=Quick Mount Arm (Standard Length" GM=Gmphite Metallic Trade reementa Act A9 SM-6S uares R 750=70CRI, SOOOK 9=747Vr T4W=Type IV Wide QML=Quick Mount Arm (Standard Length, Lage)sa WN=White ComPltame SA7=7 Squaws • 760-70CRL 6000K 5NQ=Type V Narrow QMEA=Quick Mount Arm(Extended Length) 12 RAL)%=Cummn full Squares ° 827=80CRI, 2700K 5MQ=Type V Square Medium Color SA9=9 Squares ° B30=BOCRI, 3000K SWQ=Type V Square Wide Salo Squares • AMR=Asher, 590nm lA r SL2=Type II w/Spill Control SL3=Type III w/Spill Control SL4=Type IV w/spill Control SLL=90' Spill Light Eliminator Leh SLR=90' Spill Light Eliminator Right RW=Rectangular Wide Type AFL -Automotive Frontline MM=Memal 010V Dimming Leadso OPC=BBKon Type Photocontrol 0A/M101fi=NEMA Photacontrol MuKHTop-105285V F=Single Fum(120, 277 or 34N Specify Voltage) PR=NEMA 3-PIN Phmocontrol Receptacle OA/RA1027=NEMA Photocontrol-480V FF=Double Roger (38, 240 By 480V Specify Voltage) Pm=NEMA 7-PIN Photocontrol Receptacle an OA/RA1201=NEMA Photocontrol-347V 2OK=Sedes 20kV OIL 1449 Surge Protective Device SPB2=Dimmin Occupancy Sensor with Bluetooth Interface W-2P Mountings° OA/RA1013=Photocuntrol Shorting Cap 2L=Two Cimufts ids SPB4•Dimming Occupancy Sensor with Bluetooth Interface, 21'-40'Mounting sky OA/RA1m4=120V Photocontrol FM=50'C High Ambient MS-L20=Motion Sensor for ON/OFF Operation, 920' Mounting Heights MA1252=1 OIX Surge Module Replacement FMB=Installed House Side Shield my MS-L40W=Motion Sensor for ONNOFF Operation,21'- 40'Mounting Height•• MA1036-XX=Single Tenon Adapter for 2-3/1 Tenon aRSBK=Glare Reducing Shield, Black- MS/X-1.20=Bi-Level Motion Smaor,If- 20'Mouming HeighN4 as MAI03740 180- Tenon Adapter for 2-3/8'O.D. Tenon ORSWN=Glare Reducing Shield, White- MS/X-L40W=Bi-Level Motion Sensor, 21'- 40'Mouming Heightssie MAI 1 97-U=3@1 20- Tenon Adapter for 2-3W O.O. Tenon LCF=Light Square Trim Paimed to Match Housing" MS/DIM-L20=Mation Sensor for Dimming Operation,T- 20'Mounting Height ex MAI1884)(=,lfil Tenon Adapter for 2-3/8'QD. Tenon Mr=lnnalled Mesh Top MS/DIM-L40W=Mmion Sensor for Dimming Operation,21'- 40' Mounting Heights' MAI189-)x=2@90' Tenon Adapter for 2-3/8'QD. Tenon TH=Tool-less Door Hardware ZW=WaveLinx Module and 4-PIN Receptacle MAI190-Xx=3@90' Tenon Adapter for 2-3/8'QD. Tenon CC = Coastal Construction finish¢ ZD=WaveLinx Module with DALI driver and 4-PIN Receptacle MAI191-IM=2@120" Tenon Adapter for 2-3W O.D. Tenon L90=Optics Rotated 90' Leh SWPD4XX=WaveLinx Sensor Only, 7' -1 Far aA" MAI038-XX=Single Tenon Adapter for 3-1TP O.D. Tenon R90=Optics Rotated 90' Right MPDSXX=WaveLinx Sensor Only, 1TACl 14N MAI 039-XX=2@1 80' Tenon Adapter for 3-1170.D. Tenon CE=CE Markings• WOBXX=WaveLinx Sensor with Bluetooth, 745"=ss MA1192-XX=3@1206 Tenon Adapter for 3-1/70.D. Tenon AXD145=After Hours Dim, SHDurs" WOFXX=WaveLinx Sensor with BluMomh, IF-ur%a MA1193-XX=4@90' Tenon Adapter for 3.1/7 O.D. Tenon AHD7A5=After Hours Dim, 6 Hours" LWR-LW=Enlighted Sensor,V-16 Muuntrng Height^ MA1194-XX=2@90' Tenon Adapter for 3-1/2"QD. Tenon MDMS=After Hours Dim, 7 Hours" LWR-LN=Enlighted Sensm,1W-40 Mounting Height MA1195-XX=3@90' Tenon Adapter for 3-1/2'QD. TelOO AHD355=After Hours Dim, O Hours" DIM70-MS/DIM-LOB=Synapse OLeupancy5enwr(aB'MouMing)w F3111-100=Wireless Configuration Tool fm OmpancySmmr> DALI=DALI Drivers DIM10-MS/DIM-L20=Synapse Occupancy Senmr(9'-20'MouMing)'s GLEON-MT1=Field Installed Mesh Top for 14 Light Squaea DIMiD-MSIDIM-L40=Synapae Occupancy Senior(21'40'MounOng)" GLEOWMT24ield Installed Mesh Tap for 55 LightSgg GLEON.M73=Field Installed Mesh Top for 7.8 Light Sgtares GLEON-MT4=Field Installed Mesh Top for 9-10 Light Squares GLEON-QM=Quick Mount An Kit " GLEON.QMEA=Quick Mount Extended An Kit re LS/HSS=Field Installed House Side Shield Any LS/GRSBK=Glare Reducing Shield, Blackass LS/GRSWH=Glare Reducing ShWiL V hitesAw LS/PFS=Perimeter Shield, Black's WOLC-7P-I DA=WaveLinx Outdoor Comml Module "m SWPD4-XX=Wavelinx Wireless Sensor, T-15 Mouming Height but '%40 SWPDS-XX=Wavel inX Wireless Sensor, 15'-40' Mouming Height s%'%aa NOTES: 1. CUMOMEr is responsiblefer engineering analysis to confim pole and fibre comWbllny forldig llcalms.Refer 18. Not available why Enlighted wlecor sensors. N our white paper WPs 3001ON for additional supper infamMion. 19. cannot be used with other content options. 2Desigmights ConsonWm'Ouallfed.Refer to wrradeslgalights.org qualified Products List under Family Models 20. Low voltage sense lead brought old lB"ounidefxturs. formal 21, NO available If any 'MT sensor Is Renderer. Merlon sensor has an integral theater 3. Coastal congstlion finish sob spray tested to over5.000sura Pa MM B117.rvtlh a scribe rating of 9 par 22. Requires the use of Bad phmocamml or the PRO or PR prospectd receptacle with pbotodentrol acasmm See Attu Hours Dim suppl°menul MM D1654. Not available with TH option. guide for additional information. 4. Na compatible with Mail a real smaaa. 23. Not use with T4Fn raw orate optics. see IEsfiles for details. 5. NO compatible why mended quick mount arm (QMFA). 24. The per 100 perforation tool is repaired to Reach pommmers including high and low modes, sensitivity. time delay, curoff and mom. Comft 6. Not compatible with mMaM quick mount arm(QM) or quick mum am CMEAf your lighting represemalive at Cooper Lighting Solurims for more information. 7. Requirm the use of an internal gm down bamfarmer when combined with sensor options. Nat available with 25.ReplaceX with number of Light Square ooperating in low output mode. g at 12mmA. Not available in mmbWtlon with the HA high ambient and sensor options at 1A. 26. Enlighted wireless seaomore bdory Insulled arly requiring network components LWPFM1. LWpOW1 antl LW 8In appreprme 8. 48DV mug utilize Wye system Oliver Per NEC, nth her use way frustrated systems, impedance grounded ggMs gvattie. orprourner grounded sMems(mmmonly known as Three Prese Three Wire Debit Three Phase High Le, Delta and 27. NO availablewith Musesideshield SHSS). Three Make Comer Grounded Delta systems.) 28. Notfor use with AND, Sly Sag M optics. A Macktdm plgels used when HSS Is selmW. 9. MW be required when Mo or more luminaires are Mmnd on a 90- or 120- drilling parom. Rehrboxmmatntllq 29, CE is Rol available with the LWR IRS, li MUN. BM a Pan Bans. Averahl< in 120-27dV Only. me ,.e,ttRbla. 30. One requiredfen even Light Square. 10. Factory installed 31. Requires PR7. 11. Maximum B II M1t s uares. 32. Replace XX will sensor color WH BE or BK. 13. Mmmfmflight squares. 33, WAC Gateway cabinet to enable fieldcoMigumbillly: order Word PoE and WPOE120110V to PrEIrecter) power supply if needed. 13. Requires ZW or GO receptacle. 34. Emery device with mobile application required to Change system defaults, See controls section for details. 16. Net band590nm+lmoryfor wildlife and observatory use. Choose drays current A; supplied at 5mnd drive 35.On1ly product coMlgumtions with these designated prefixes are built compliant with the Buy American Ad of 1933fill orTrade Agree- grentally.Awfabie with Sam, ERIC SLSix2, Sand SL4 d1ornifi its. Can be used with MSmaan. metS Act of 1979 nAAL reapeetltri Please rein to DOMESTIC PREFERENCES websllefee more lnfaat mlOn. Components shipped mamtel, 15, Set of 4 so, One set required per Light Square. may be separately analyzed under domestic preference requirements. 16. Not available with HA option. 36. For BAA or TPA requiremms, Accessories sold separately will be separately analyzed under domegic preference requirements. Consux Mday 1I. 2L Is not available with M3, MS/X or MS/DIM at 347VOr 4SOV. 2L in BA2 thugh SA4 W.I. a larger heugng for agree lnfometlon. normally usedfor SA5m SA6. Extended arm option may Wa Wnetl MW"Mnamgra MWpdBd 37.Anilublafar71OKuem. 90° or t3D'. Refer to arm mounting requirement table LumenSafe Integrated Network Security Camera Technology Options (Add as L=LumenSafe Technology ® D=Standard Dome Camera C=Cellular, No SIM H= H1 Res Dome Camera A=Cellular AT&T Z=Remote PTZ Camera V=CeI1uIar,Vedzon u•raa►man°M7 Sxelluiay Spdm v� COOPER Lighting Solutions Optical Distributions R=Cellular, Rogers W=Wi-Fi Networking w/ Omni -Directional Antenna E=Ethemm Networking PSSD0020EN papal October 20,2D21 9:34AM AsymmetHcAma Distdbutims T2 Si T3 SL3 Tal T4W SL4 (Type II) (Type II With Spill Cont (Type III) (Type III with Spill Control) (Type IV FDn ,dThmW) (Type IV Widen (Type IV with Spill Cont Asymmetric Roadway Disrbutions Symmetric Dirtributlona RW T211 T3R 5NQ 5MQ 5WQ (RectanguiarWideType Q (Type II Roddwayl (Type III Roadway) (TypV Square Narrow) (TypeV Square Medium) (Typi Square Wide) C 3 Speelaliaed DlrtdbuSone RufNM DPMa AFL SLL SLR Wrest slap Strmt street (Automotive Frontline) fell Spill Light Eliminator Leh) (SOP Spill Light Eliminator Right) Sias Sias ell Notice Xoum House Sitle MM 3itle standad Opam RNNad LaReFa•IL3ol Opdmnatead MPMOWIRWI Product Specifications Construction • Extruded aluminum driver enclosure • Heavy -wall, die-cast aluminum end caps • Die-cast aluminum heat sinks • Patent pending Interlocking housing and heat sink Optics • Patented, high-efficief cy injection -molded AccuLED Optics technology • 16 optical distributions • 3 shielding options including HSS, GRS and PFS • IDA Certified(3000K OCT and warmer only) Electrical • LED drivers are mounted to removable tray Energy and Performance Data Lunen Maintenance (TM-21) assembly for ease of maintenance Standard with 0-1 Only dimming Standard with Cooper Lighting Solutions proprietary circuit module designed to withstand 1 OkV of transient line surge Suitable for operation in -40°C to 40°C ambient environments. Optional 50°C high ambient (HA) configuration. Mounting Standard extruded art" includes internal bolt guides and round pole adapter Extended arms (EA and Qlay may be required In 90' or 120' pole mount configurations, see arm mounting requirements table 25°C M®m 99.4% 99.0% M 98.9% r, err, 98.3% .. . > 2.4M Up to 1A 40'C 98.7% 98.3% 98.1% 97.4% >1.9M SORG 98.2% 97.2% 96.8% 95.2% > 851.000 25'C 99.4% 99.0% 98.9% 98.8% >24M 1.2A 40°C 98.5% 97.9% 97.7% 96.7% > 1.3M -Sup,.dW or Ed mail slassume "lheomlcal wlues,coreWm mimalimM ...universal:hemWb rawathe IES p Mg omIFO Produce Lifetim Pmd llon,IB P51a19, mPlai.1, garnisheed IBTW21 it DJ80. Lumen Multiplier • Mast arm (MA) factory Installed • Wall mount(WM) option available • Quick mount art" (QM and Qlky Includes pole adapter and factory installed fixture mount for fast Installation to square or round poles Finish • Super housing durable TGIC polyester powder coat paint, 2.5 mil nominal thickness Heat sink is powder coated black • FAIL and custom color matches available • Coastal Construction (CC) option available Warranty • Five year warranty P5500020EN papa9 (j0 COOPER PS500020EN paga4 October 20,2021 9:34 AM Lighting Solutions October 20,2D21 9:34AM �W. Wd. 14M 06/21/22 n� E CZ)N OV N IZ > E w a LU U v 3 Q LL Z 3 p LL 2 LY O L fit Q J U 00 W Jleal Clay -� V LM N - 7 Z l � Y 7 30U �� I.L. �4 v Ur = N 2 U IN ~ Q C li 01 O N `3 M d 7 OJ J �LILI f f Z 0 a_ U U Ln LU z 0 > w w Q DATE 0612112022 DRAWN BY M.RACHNER DESIGNED BY M.RACHNER CHECKED BY F.HAN000K SCALE N/A U) W 1aaaaaaw v Haaalllaaaaaaa LU ' ^way LU Q Q z i z�� L CIE z� ILLJ U C0 J J LU U0 laaaaaaa Q T 2 J S ^ Lu O J z LU OV / laaaaaaw JOB NO. 111111111 49421 SHEET NO. Loa 0 LIGHTING CUT SHEETS (ea 0 to L