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Home My WebLink AboutSDP201900071 Plan - Approved 2020-07-28S DP2 0l q_-7 1 � U IN. 00 CN I U RED HILL ELEMENTARY SCHOOL < oe UU PHASE 2 GYM ADDITION AND RENOVATION LU a 0 cn � n MAJOR SITE PLAN AMENDMENT 0 LLL:, 3= _,j 0 U) 07- 0 SDP2019 71 SITE DATA: ENGINEER: TIMMONS GROUP 608 PRESTON AVENUE, SUITE 200 CHARLOTTESVILLE, VA 22902 TELEPHONE: 434-327-1688 CONTACT: CRAIG KOTARSKI, P.E. CRAIG.KOTARSKI@TIMMONS.COM TAX MAP PARCEL: 08700-00-00-06100 LIMITS OF DISTURBANCE: 1.20 AC ZONING: RA SETBACK: 75' FRONT 25' SIDE 35' REAR MAGISTERIAL DISTRICT: SAMUEL MILLER SOURCE TOPOGRAPHY: TIMMONS GROUP, OCT 2019 DATUM: HORIZONTAL: NAD83 VIRGINIA STATE GRID SOUTH ZONE VERTICAL: NAVD88 ESTABLISHED THROUGH LEICA SMARTNET BUILDING HEIGHT: 29'-6" (ADDITION) BUILDING AREA: 8,710 SF (BASE BID) 9,650 SF (ALTERNATE CONFIGURATION) PROPOSED USES: GYM ADDITION AND ASSOCIATED SITE WORK NEW IMPERVIOUS AREA (WITHIN PROJECT LIMITS): 0.25 ACRES REQUIRED PARKING: PER SEC. 4.12.6 - MINIMUM NUMBER OF PARKING SPACES FOR SCHEDULED USES, THE NUMBER OF REQUIRED SPACES SHALL BE DETERMINED BY THE ZONING ADMINISTRATOR. PARKING COUNT: PRE -DEVELOPMENT TOTAL: 67 SPACES (4 ADA SPACES) POST -DEVELOPMENT TOTAL: 75 SPACES (4 ADA SPACES) ADA PARKING REQUIRED: 3 SPACES (AT LEAST 1 VAN SPACE) ADA PARKING PROVIDED: 4 SPACES (1 VAN SPACE) WETLAND IMPACTS: NONE WATER SUPPLY: ACSA SANITARY SEWER: EXISTING ONSITE DRAINFIELD DRAINAGE DISTRICT: NORTH FORK HARDWARE RIVER THERE ARE NO CRITICAL SLOPES LOCATED WITHIN THE PROJECT LIMITS. THERE ARE NO CONSTRUCTION ACTIVITIES PROPOSED WITHIN THE 100-YR FLOODPLAIN. THE SITE IS NOT LOCATED IN A WATER SUPPLY PROTECTION DISTRICT. AVERAGE DAILY TRAFFIC = 754 TRIPS COUNTY OF ALBEMARLE, VIRGINIA SAMUEL MILLER DISTRICT 07/24/2020 MIDDLEBRANCH FARMS 595 Ca d HC I 3_8 �,t,8s�'tclrgn 140ttacaty Trail Rd no rti FRE C' F. 17, PROJECT LOCATION Pippin H►II farm _, & Vineyards fv i 59r r54 1.1ve VICINITY MAP SCALE 111:2000' OWNER: ALBEMARLE COUNTY SCHOOL BOARD 401 MCINTIRE RD CHARLOTTESVILLE, VA 22902 CONTACT: JOE LETTERI TELEPHONE: (434) 975-9340 FAX: (434) 975-9341 ENGINEER OF RECORD: TIMMONS GROUP 608 PRESTON AVE. SUITE 200, CHARLOTTESVILLE, VA 22903 CONTACT: CRAIG KOTARSKI, P.E. TELEPHONE: 434-327-1688 Sheet List Table Sheet Number Sheet Title C0.0 COVER C0.1 PHASING PLAN C1.0 NOTES AND DETAILS C1.1 NOTES AND DETAILS C2.0 EXISTING CONDITIONS C2.1 DEMOLITION PLAN C4.0 LAYOUT AND UTILITY PLAN C5.0 GRADING AND DRAINAGE PLAN C5.1 GRADING SPOT SHOTS PLAN C7.0 STORMWATER PROFILES C8.1 SEWAGE DISPOSAL SPECIFICATIONS C8.2 SEWAGE DISPOSAL SITE PLAN C8.3 SEWAGE DISPOSAL SYSTEM DETAILS L1.0 LANDSCAPE PLAN L2.0 LANDSCAPE NOTES AND DETAILS SP0.1 SITE PLAN PHOTOMETRICS SP0.2 SITE PLAN PHOTOMETRICS - FIXTURE CUT SHEETS TOTAL SHEETS = 17 SIGNATURE PANEL: DEPARTMENT OF COMMUNITY DEVELOPMENT PLANNING & ZONING ENGINEERING INSPECTIONS ARCHITECTURAL REVIEW BOARD DEPARTMENT OF FIRE AND RESCUE ALBEMARLE COUNTY SERVICE AUTHORITY VIRGINIA DEPARTMENT OF TRANSPORTATION HEALTH DEPARTMENT AtPP!•JV % D by tie N emade t :ou,°Ilt f COa,r aty De o- 4c-smerit Depa,tmtn Date r7 APPROVAL DATE o0 cJ 1 CRAIG W J. KO -EARS m > Lic. No. 0402048507 k07/24' 2020 w) .to" T � � r� W a, M 06 L0 N 0 N Q Q � M Z � W C 0 >w N CQ CDm N LL_ Q � 0 p W cv M Z 4 J 0 0 Q O = c 0 a. qt L? V w co J O O cf)o W Z =:) = 0 Jv�� J � W J � S W W w W F. w j r- v� Q cw) PROJECT NO: 593801 DATE: NOVEMBER 25, 2019 REVISIONS DATE DESCRIPTION 2-6-20 COUNTY COMMENTS 4-8-20 COUNTY COMMENTS 6-24-20 COUNTY COMMENTS 7-24-20 SIGNATURE SET COVER Colo w APPROX. LOCATIONOF4" I I D.I. WATERLINE `` \\ COMPILED PROPERTY LINE PID: 087BO-00-00-01200 MCLAUGHLIN LIVING TRUST 30'PRESCR/PTIVE VDOT ZONE: RA I i - R. O. W. EASEMENT 0.72 AC i I \w`I LOCATION OF CONSTRUCTION i TRAILER AND MATERIAL LAYDOWN \ - - - PID: 087BO-00-00-01000 MCLAUGHLIN LIVING ; �-TRUST C/O DANIEL H MCLAUGHLIN & TERESE N MCLAUGHLIN ZONE: RA0.91 AC I APPROX. L OCA TION OF 4" / D.l. WATER � TEMPORARY \ \ \ \ \ \ \ \ \ \ CONSTRUCTION PARKING / o qC 0HP 15'PRESCRIPTIVE VD O7� o WATER R.O. W. EASEMENT - - _ _ VAL VE (3 - + PID: 087BO-00-00-010A0 \ \ \ .. ' '• \ . • • \ \ \ \ \ \ ` �' offP _ COUNTY OFALBEMARLE \ \ \ \ i \ �. �. \ �►�' �_ SCHOOL BOARD COMPILED PROPERTY LINE \ \' ftft ZONE: RA DB. 706, PG. 497 - .17 AC PID: 08700-00-00-06OA0 000 COUNTY SCHOO �BOARDRLE 000 TEMPORARY 0 f DB. 508, PG. 503 \ \ / ZONE: RA CONSTRUCTION PARKING I � k , 2.88 AC V A A p�P 0000 000 V A I � AVIN I I woo 0 PHASE 2 \ \ \ \ CONSTRUCTION ACCESS ROAD. c# o, k NO CONSTRUCTION PARKING ALLOWED. If oNP/ a \\ \ \ \\ \ \ \ \ ��ErB,qCK I a \ \ \ PHASE 5 \ \ \ \ IP pNP .- \ \ \ I = DDD A* PHASE 4 3' (W) DOOR FFE=719.24' ► ► 1 ► 1 ► ► ► ► ► ► y 3' (W) DOOR FFE=72718' 3' (W) DOOR FFE=72722' 3' (W) DOOR FFE=72723' 6' (W) DBL. DOOR FFE=725.21 ' 6' (W) DBL. DOOR k D — FFE=725.23' ' � . 3(W) DOOR FFE=723.20' 3' (W) DOOR FFE=723.20' r-X-- -_ —X�_ —. CONTRACTOR STAGING AND LAYDOWN AREA. CONTRACTOR TO RESTRICT DELIVERIES TO NON -SCHOOL HOURS. RESTORATION OF j PAVED PLAY NEEDED IN PHASE 5 AFTER CONSTRUCTION x-- X X — — 3' (W) DOOR 22� 6' (W) DBL. DOOR FFE=725.23' FFE=725.26' Avis ® I I O© 0 I I WOODEN 1 1 LEVEL PLAYHOUSES CINDER BLOCK FACILITY I I "REDHILL ELEMENTARY I I/ SCHOOL" I Ir II I I 3' (W) DOOR a FFE=725.26' � � I ?'(W) DOOR CONSTRUCTION ACCESS ROAD. 725.21' I NO CONSTRUCTION PARKING ALLOWED. UGT 3' (W) DOOR 3' (W) DOOR FFE=725.24' FFE=725.25' x SHED I / II I (5 I I X)t'� I I r UGP o © a 0 0 0 © o Bc ocK _ PRESERVED SHED -x�- CRITICAL SLOPES -�X--- __X (TYPICAL) —_ 6' (W) DBL. DOOR FFE=72728' 4"X 4"STEEL COLUMNS (TYP) 3' (W) DOORVZ70;7— V FFE=72728' 6' (W) DBL. DOOR FFE=72720' 6' (W) DBL. DOOR / METAL — FFE=72724' STAIRS 6' (W) DBL. DOOR FFE=72729, i t.r 3' (W) DOOR FFE=727.27' 3' (W) DOOR FFE=727.22' �j i 10" BLOCK WALL t4'(H) 1' STEPPED BRICK WALL PHASING PLAN LEGEND (THIS PLAN IS INTENDED TO CAPTURE THE GENERAL CONCEPT FOR SITE CONSTRUCTION. CONTRACTOR TO REFER TO ESC PLANS FOR FURTHER DETAILS. SEE ARCHITECTURAL PLANS FOR FURTHER PHASING WORK ASSOCIATED WITH THE BUILDING) (APRIL / MAY 2020) OWNER TO PROVIDE TEMPORARY CLASSROOM / PHASE 1 TRAILER ON EXISTING PAVED AREA. CONTRACTOR TO PROVIDE OVERHEAD POWER FOR THE TEMPORARY TRAILER (OWNER PROVIDED). NO TRENCHING IS ALLOWED. BEGIN PRELIMINARY SITE WORK (ESC, / SAFETY, FENCING, CONTRACTOR TRAILER, ETC.). BEGIN SUBMITTAL PROCESS. 3 x (SUMMER 2020 - MARCH 2O21) I I DEMOLISH EXISTING TRAILERS, SEPTIC FIELD PHASE 2 ADJUSTMENTS, GYMNASIUM ADDITION I D �D � (SUMMER 2020) D D D OUTDOOR CLASSROOM WORK, SEPTIC FIELD I PHASE 3WORK D �DJ I I� II (APRIL 2021 THROUGH SUMMER 2021) I SIDEWALK AND EXTERIOR EXIT RAMP I I PHASE 4 I + : CONSTRUCTION L I I 10" BLOCK WALL 3 x t5'(H) I I T (SUMMER 2021) \\ FINAL SITE WORK AT CONSTRUCTION TRAILER I I PHASE 5 \ \ \ \ \ \ LAY -DOWN / TRAILER AREA L I / X ' I I I PHASING PLAN GENERAL NOTES ! A. THE "MAIN AREA OF WORK" IN EACH PHASE MUST BE SEPARATED FROM I BUILDING OCCUPANTS BY TEMPORARY INTERIOR CONSTRUCTION BARRIERS AND EXTERIOR CONSTRUCTION FENCING. SMALL AREAS OF WORK OUTSIDE I OF THESE BOUNDARIES MAY BE REQUIRED IN EACH PHASE AND MUST OCCUR I DURING NON -INSTRUCTIONAL HOURS. B. IT IS EXPECTED THAT MAJOR PHASE CHANGES WILL ALIGN TO SCHOOL I CALENDAR. ASSUME ONE (1) WEEK WILL BE NECESSARY AFTER THE LAST DAY I I OF SCHOOL (APPROX. 3RD WEEK OF JUNE), BEFORE THE FIRST DAY OF I SCHOOL (APPROX. 2ND WEEK OF AUGUST), AND DURING WINTER BREAK (APPROX. LAST WEEK OF DECEMBER AND 1ST WEEK OF JANUARY - 2 WEEK / DURATION) FOR OWNER TO MOVE ITEM TO AND FROM CLASSROOMS. / CONTRACTOR TO TURN OVER NEW GYM TO OWNER BY SPRING BREAK / (APPROX. 1ST FULL WEEK OF APRIL). / C. OWNER SHALL BE RESPONSIBLE FOR MOVING ALL ITEMS FROM CLASSROOMS 3 / BEFORE THE START AND BETWEEN PHASES. CONTRACTOR SHALL PROVIDE tL OCK HED SCALE 1 "=20' I NOR 0 20' 40' TWO (2) WEEK ADVANCE NOTICE BEFORE START OF EACH NEW PHASE TO ENSURE TO OWNER THAT CONSTRUCTION IS PROCEEDING ON SCHEDULE AND TO PROVIDE TIME FOR OWNER TO PREPARE ALL ITEMS TO MOVE. D. ALL RE -ROOFING AND ROOF DEMOLITION AND CONSTRUCTION FOR MECHANICAL/ ELECTRICAL/ PLUMBING/ STRUCTURAL OCCURS DURING THE PHASE INDICATED FOR THE SPACE DIRECTLY BELOW EACH ROOF SECTION. E. CODE COMPLIANT MEANS OF EGRESS FOR OCCUPANTS SHALL BE MAINTAINED AT ALL TIMES DURING CONSTRUCTION, DEMOLITION, REMODELING, OR ALTERATION AND ADDITIONAL TO ANY BUILDING. F. DISRUPTIVE CONSTRUCTION ACTIVITIES LIMITED TO THE MONTHS OF APRIL AND MAY DURING SOL TESTING. COORDINATE WORK WITH OWNER DURING SCHOOL HOURS. G. CONTRACTOR SHALL LIMIT DELIVERIES TO THE SITE AS TO NOT DISRUPT THE BUS SCHEDULE. CONTRACTOR TO COORDINATE WITH OWNERSHIP. 77 0 00 N N Q (D CD c� �00 m Ocl) Lu Q� wLL Q O LU c� H (!) c; W LU F- Y Ce) 2 "T 0 L LLJ ct)w LU �o U) O o a ;2! p CR.AIG W. 7. KOT.ARSKI > Lic. No. 0402048507 k071124 2020 ), ONAL '5 �, O M uj a, Lei ti L N N 0 M N j Mo Z � W N � N >m a1' v cv `` a 0 0 W cv m z C J 0 0 Q O = c 0 V W � O � Q c W * Z = t� ♦ ♦ :) V cn _J W MI w J J 0 _ 0 Q W W W W Lu �aM PROJECT NO: 593801 DATE: NOVEMBER 25, 2019 REVISIONS DATE DESCRIPTION 2-6-20 COUNTY COMMENTS 4-8-20 COUNTY COMMENTS 6-24-20 COUNTY COMMENTS 7-24-20 SIGNATURE SET PHASING PLAN cyl? 7-.Y C0.1 GENERAL NOTES Page 61-1-26 2003 Edition Notes for Figure 6H-11-Typical Application 11 Lane Closure on Two -Lane Road with Low Traffic Volumes Option: 1. This TTC zone application may be used as an alternate to the TTC application shown in Figure 6H-10 (using flaggers) when the following conditions exist: a. Vehicular traffic volume is such that sufficient gaps exist for vehicular traffic that must yield. b. Road users from both directions are able to see approaching vehicular traffic through and beyond the work site and have sufficient visibility of approaching vehicles. 2. The Type B flashing warning lights may be placed on the ROAD WORK AHEAD and the ONE LANE ROAD AHEAD signs whenever a night lane closure is necessary. 2003 Edition Page 6H-27 Figure 6H-11. Lane Closure on Two -Lane Road with Low Traffic Volumes Otl3Htl T END MOM t 1 t ROAD WORK atloa C (optional) (optional)16, Ir - (optional) (optional) H a W 1OR MXX B �- OV3HV ------- OYU 3NVl 3N0 30 m (100 ft) MAX. (optional) I& Buffer Space (optional) i 0 Buffer Space (optional) 30 m (100 ft) MAX. YIELD Note: See Tables 6H-2 and 6H-3 + for the meaning of the i 4.6 m (15 ft) symbols and/or letter TO codes used in this figure. ONCOMING A TRAFFIC (optional) (See Section 3B.16) 1 (optional) .16 ONE LANE ROAD (optional) AHEAD 1 t I ){iiOaNOtlOiI T y i XX OR EX!fl (optional) (optional) (optional) ROAD WORK ��. AHEAD Typical Application 11 MAINTENANCE OF TRAFFIC No Scale NEEDED FIRE FLOW WORKSHEET <2, 500 GPM ISO FIRE FLOW CALCULATIONS TYPE OF CONSTRUCTION: Joisted Masonry CONSTRUCTION COEFFICIENT F = BUILDING SIZE: GROUND FLOOR AREA 38,577 # OF STORIES >1= 0 TOTAL FLOOR AREA = A = 38,577 CONSTRUCTION FACTOR: Ci = 18(F)(A)**0.5 Ci = 3,500 ROUND TO NEAREST 250 GPM TYPE OF OCCUPANCY: Limited Combustible OCCUPANCY FACTOR Oi = 0.85 EXPOSURE (X) & COMMUNICATION (P) X1 + P 1= 0 X4 + P4= 0 X2 + P2= X5 + P5= 0 X3 + P3= X6 + P6= 0 (X + P) = 1.0 + SUM(XI + Pi) 1.00 MAX (X + P) = 1.75 NEEDED FIRE FLOW: NFF = C x 0 x (X + P) {ROUNDED) 3,000 GPM SPRINKLER REDUCTION TOTAL NEEDED FIRE FLOW = 1,500 GPM ISO FIRE FLOW CALCULATIONS No Scale SITE PLAN LEGEND w WATER IMIL Im STORM PIP-0 100 STORM MANHOLE 100 DROP INLET & STRUCTURE NO. CURB CURB & GUTTER LIMITS OF DISTURBANCE X FENCE XXX MAJOR CONTOUR MINOR CONTOUR XXX TC 725.94 PROPOSED SPOT ELEVATION 1O PARKING COUNT ACSA GENERAL WATER & SEWER CONDITIONS GRADING TC = TOP OF CURB EP = EDGE OF PAVEMENT TW = TOP OF WALL BW = BOTTOM OF WALL TS = TOP OF STAIRS BS = BOTTOM OF STAIRS JUNE 27, 2019 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. GENERAL CONSTRUCTION NOTES FOR EROSION AND SEDIMENT CONTROL 1. THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO THE PRE -CONSTRUCTION CONFERENCE, ONE WEEK PRIOR TO THE COMMENCEMENT OF LAND DISTURBING ACTIVITY, AND ONE WEEK PRIOR TO THE FINAL INSPECTION. 2. ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULATIONS VR 625-02-00 EROSION AND SEDIMENT CONTROL REGULATIONS. 3. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE FIRST STEP IN CLEARING. 4. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON THE SITE AT ALL TIMES. 5. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE PLANS (INCLUDING, BUT NOT LIMITED TO, OFF -SITE BORROW OR WASTE AREAS), THE CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FOR REVIEW AND APPROVAL BY THE PLAN APPROVING AUTHORITY. 6. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE PLAN APPROVING AUTHORITY. 7. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL STABILIZATION IS ACHIEVED. 8. DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED FILTERING DEVICE. 9. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND AFTER EACH RUNOFF -PRODUCING EVENT. ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY. 10. ALL FILL MATERIAL TO BE TAKEN FROM AN APPROVED, DESIGNATED BORROW AREA. 11. ALL WASTE MATERIALS SHALL BE TAKEN TO AN APPROVED WASTE AREA. EARTH FILL SHALL BE INERT MATERIALS ONLY, FREE OF ROOTS, STUMPS, WOOD, RUBBISH, AND OTHER DEBRIS. 12. BORROW OR WASTE AREAS ARE TO BE RECLAIMED WITHIN 7 DAYS OF COMPLETION PER ZONING ORDINANCE SECTION 5.1.28. 13. ALL INERT MATERIALS SHALL BE TRANSPORTED IN COMPLIANCE WITH SECTION 13-301 OF THE CODE OF ALBEMARLE. 14. BORROW, FILL OR WASTE ACTIVITY INVOLVING INDUSTRIAL -TYPE POWER EQUIPMENT SHALL BE LIMITED TO THE HOURS OF TOOAM TO 9:OOPM. 15. BORROW, FILL OR WASTE ACTIVITY SHALL BE CONDUCTED IN A SAFE MANNER THAT MAINTAINS LATERAL SUPPORT, OR ORDER TO MINIMIZE ANY HAZARD TO PERSONS, PHYSICAL DAMAGE TO ADJACENT LAND AND STRUCTURES/IMPROVEMENTS, AND DAMAGE TO ANY PUBLIC STREET BECAUSE OF SLIDES, SINKING, OR COLLAPSE. 16. THE DEVELOPER SHALL RESERVE THE RIGHT TO INSTALL, MAINTAIN, REMOVE OR CONVERT TO PERMANENT STORMWATER MANAGEMENT FACILITIES WHERE APPLICABLE ALL EROSION CONTROL MEASURES REQUIRED BY THIS PLAN REGARDLESS OF THE SALE OF ANY LOT, UNIT, BUILDING OR OTHER PORTION OF THE PROPERTY. 17. TEMPORARY STABILIZATION SHALL BE TEMPORARY SEEDING AND MULCHING. SEEDING IS TO BE AT 75 LBS/ACRE, AND IN THE MONTHS OF SEPTEMBER TO FEBRUARY TO CONSIST A 50/50 MIX OF ANNUAL RYEGRASS AND CEREAL WINTER RYE, OR IN MARCH AND APRIL TO CONSIST OF ANNUAL RYE, OR MAY THROUGH AUGUST TO CONSIST OF GERMAN MILLET. STRAW MULCH IS TO BE APPLIED AT 80LBS/100SF. ALTERNATIVES ARE SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. 18. PERMANENT STABILIZATION SHALL BE LIME AND FERTILIZER, PERMANENT SEEDING, AND MULCH. AGRICULTURAL GRADE LIMESTONE SHALL BE APPLIED AT 90LBS/1000SF, INCORPORATED INTO THE TOP 4-6 INCHES OF SOIL. FERTILIZER SHALL BE APPLIED AT 1000LBS/ACRE AND CONSIST OF A 10-20-10 NUTRIENT MIX. PERMANENT SEEDING SHALL BE APPLIED AT 180LBS/ACRE AND CONSIST OF 95% KENTUCKY 31 OR TALL FESCUE AND 0-5% PERENNIAL RYEGRASS OR KENTUCKY BLUEGRASS. STRAW MULCH IS TO BE APPLIED AT 80LBS/100SF. ALTERNATIVES ARE SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. 19. MAINTENANCE: ALL MEASURES SHALL BE INSPECTED WEEKLY AND AFTER EACH RAINFALL EVENT. ANY DAMAGE OR CLOGGING TO STRUCTURAL MEASURES SHALL BE REPAIRED IMMEDIATELY. SILT TRAPS SHALL BE CLEANED WHEN 50% OF THE WET STORAGE VOLUME IS FILLED WITH SEDIMENT. ALL SEEDED AREAS SHALL BE RESEEDED WHEN NECESSARY TO ACHIEVE A GOOD STAND OF GRASS. SILT FENCE AND DIVERSION DYKES WHICH COLLECT SEDIMENT TO HALF THEIR HEIGHT MUST BE CLEANED AND REPAIRED IMMEDIATELY. 20. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS OF FINAL SITE STABILIZATION, WHEN MEASURES ARE NO LONGER NEEDED, SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. 21. THIS PLAN SHALL BE VOID IF THE OWNER DOES NOT OBTAIN A PERMIT WTIHIN 1 YEAR OF THE DATE OF APPROVAL. (WATER PROTECTION ORDINANCE SECTION 17-204G.) 22. PERMANENT VEGETATION SHALL BE INSTALLED ON ALL DENUDED AREAS WITHIN NINE (9) MONTHS AFTER THE DATE THE LAND DISTURBING ACTIVITY COMMENCED. (WATER PROTECTION ORDINANCE SECTION 17-207B) 1. CONTRACTOR SHALL COORDINATE ALL REQUIREMENTS FOR AS BUILT DOCUMENTATION, AS REQUIRED BY THE LOCALITY. THIS INCLUDES, BUT IS NOT LIMITED TO, TESTING, INSTALLATION DOCUMENTATION, SURVEY, ETC. ALL REQUIREMENTS SHALL BE DISCUSSED WITH THE LOCALITY PRIOR TO THE BEGINNING CONSTRUCTION. 2. ALL MATERIALS AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH CURRENT VIRGINIA DEPARTMENT OF TRANSPORTATION'S SPECIFICATIONS AND STANDARDS. 3. PRIOR TO ANY CONSTRUCTION, THE CONTRACTOR SHALL CONSULT THE ENGINEER AND VERIFY THE APPROVAL OF THE PLANS BY ALL FEDERAL, STATE AND LOCAL AGENCIES. 3. LAND USE PERMITS (LUP-A) MUST BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION PRIOR TO BEGINNING ANY CONSTRUCTION WITHIN THE EXISTING STATE MAINTAINED RIGHT OF WAY (INCLUDING ACCESS). 4. VDOT IS TO RECEIVE WRITTEN NOTIFICATION 48 HOURS PRIOR TO COMMENCING WITH INITIAL CONSTRUCTION ACTIVITIES. 5. THE CONTRACTOR SHALL VERIFY THE ELEVATIONS OF ALL POINTS OF CONNECTION OR PROPOSED WORK TO EXISTING CURBS, SANITARY LINES, WATERLINES, ETC, PRIOR TO CONSTRUCTION. 6. UPON DISCOVERY OF SOILS THAT ARE UNSUITABLE FOR FOUNDATIONS, SUBGRADES, OR OTHER ROADWAY CONSTRUCTION PURPOSES, THE CONTRACTOR SHALL IMMEDIATELY CONTACT THE OWNER. THESE AREAS SHALL BE EXCAVATED BELOW PLAN GRADE AS DIRECTED BY THE OWNER'S REPRESENTATIVE, BACKFILLED WITH SUITABLE MATERIAL AND COMPACTED IN ACCORDANCE WITH SPECIFICATIONS. 7. ALL STORM SEWER DESIGN AND CONSTRUCTION TO BE IN ACCORDANCE WITH VDOT STANDARDS. 8. ALL STORM SEWER PIPE SHALL BE REINFORCED TONGUE AND GROVE CONCRETE PIPE IN ACCORDANCE WITH ASTM-C-76. PIPE WITHIN THE RIGHT OF WAY SHALL BE MINIMUM CLASS III OR GREATER IN ACCORDANCE WITH CURRENT VDOT STANDARDS AND SPECIFICATIONS. 9. IF PRE -CAST UNITS ARE TO BE USED, VDOT SHALL BE NOTIFIED AND THE MANUFACTURER SHALL SUBMIT DRAWING DETAILS FOR REVIEW. CERTIFICATION AND VDOT STAMP WILL BE REQUIRED ON ALL UNITS. 10. ALL CONCRETE SHALL BE A3-AE (AIR ENTRAINED 3,000 PSI), UNLESS OTHERWISE NOTED. 11. ALL ENTRANCES ARE TO BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH CURRENT VDOT STANDARDS. 12. DESIGN CHANGES, SPECIFIED MATERIALS CHANGES AND/OR FIELD CHANGES FROM THE APPROVED PLANS NEED TO BE RESUBMITTED TO THE ENGINEER PRIOR TO PROCEEDING WITH THE WORK. A LETTER OF EXPLANATION SHALL ACCOMPANY THE REVISED PLANS AND/OR THE DRAINAGE CALCULATIONS, WHICH MUST BE SUBMITTED AND APPROVED BY THE ENGINEER. 13. CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND UTILITIES SHOWN ON PLANS IN AREAS OF CONSTRUCTION PRIOR TO STARTING WORK. CONTACT ENGINEER IMMEDIATELY IF LOCATION OR ELEVATION IS DIFFERENT FROM THAT SHOWN ON PLAN. IF THERE APPEARS TO BE A CONFLICT, AND/OR UPON DISCOVERY OF ANY UTILITY NOT SHOWN ON THIS PLAN, CALL MISS UTILITY OF CENTRAL VIRGINIA AT 1-800-552-7001. THE OWNER SHALL BE RESPONSIBLE FOR THE RELOCATION OF ANY UTILITY WITHIN EXISTING AND/OR PROPOSED RIGHT-OF-WAY REQUIRED BY THE DEVELOPMENT. 14. CASING SLEEVES SHALL BE PLACED AT ALL ROAD CROSSINGS FOR GAS, POWER, TELEPHONE AND CABLE TV SERVICE TRUNK LINES. 15. THE INSTALLATION OF SEWER, WATER, AND GAS MAINS (INCLUDING SERVICE LATERALS AND SLEEVES) SHALL BE COMPLETED PRIOR TO THE PLACEMENT OF AGGREGATE BASE COURSE. 16. VDOT & ALBEMARLE COUNTY APPROVAL OF CONSTRUCTION PLANS DOES NOT PRECLUDE THE RIGHT TO REQUIRE ADDITIONAL FACILITIES AS DEEMED NECESSARY. 17. VDOT SHALL HAVE APPROVED THE AGGREGATE BASE COURSE(S) FOR DEPTH, TEMPLATE AND PERFORMED THE REQUIRED FIELD INSPECTION (PROOF ROLL) PRIOR TO PLACEMENT OF ANY SURFACE COURSE(S). CONTACT THE OWNER'S REPRESENTATIVE FOR INSPECTION FOR THE AGGREGATE BASE COURSE(S) 48 HOURS PRIOR TO APPLICATION OF THE SURFACE COURSE(S). 18. A PRIME COAT SEAL BETWEEN THE AGGREGATE BASE AND BITUMINOUS CONCRETE WILL BE REQUIRED AT THE RATE OF 0.30 GALLONS PER SQUARE YARD (REC-250 PRIME COAT) PER VDOT STANDARDS AND SPECIFICATIONS. 19. THE SCHEDULING OF AGGREGATE BASE INSTALLATION AND SUBSEQUENT PAVING ACTIVITIES SHALL ACCOMMODATE FORECAST WEATHER CONDITIONS PER SECTION 315 OF THE ROAD AND BRIDGE SPECIFICATIONS. 20. THE OWNER'S REPRESENTATIVE SHALL HAVE APPROVED THE AGGREGATE BASE COURSE(S) FOR DEPTH, TEMPLATE AND PERFORMED THE REQUIRED FIELD INSPECTION (PROOF ROLL) PRIOR TO PLACEMENT OF ANY SURFACE COURSE(S). CONTACT THE OWNER FOR INSPECTION FOR THE AGGREGATE BASE COURSE(S) 48 HOURS PRIOR TO APPLICATION OF THE SURFACE COURSE(S). 21. A GEOTECHNICAL ENGINEER IS TO ASCERTAIN CAUSE AND CERTIFY RECOMMENDED METHOD OF REPAIR FOR ALL PAVEMENT STRUCTURAL FAILURES PRIOR TO STATE ACCEPTANCE. 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. 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, AND ICC/ANSI Al17.1-03. 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. RETAINING WALLS GREATER THAN 3 FEET IN HEIGHT REQUIRE A SEPARATE BUILDING PERMIT. WALLS EXCEEDING 4 FEET IN HEIGHT REQUIRE A STAMPED ENGINEERED DESIGN ALSO. WALLS REQUIRE INSPECTIONS AS OUTLINED IN THE USBC. 34. BUILDINGS AND STRUCTURES BUILT BEFORE JANUARY 1, 1985 MUST HAVE AN ASBESTOS SURVEY PERFORMED IN ORDER TO APPLY FOR A PERMIT. ASBESTOS REMOVAL PERMITS ARE REQUIRED IF POSITIVE FOR SUCH SUCH FROM ALBEMARLE COUNTY AND VDOLI. CONTACT VDOLI FOR ADDITIONAL REQUIREMENTS AND PERMITS FOR DEMOLITION PROJECTS. BLASTING NOTES C) 00 N CV < C� CV 0o m � Z , O M LU J <� 2 v H WW LL w cfl Cn A wNT Y co < H W w 3:O � d " I�Z Qp U CR.ATG W J. KOTARSKI Lic. No. 0402048507 0712412020 q� NSISIIONAL V74A O U W U W 2 U < w J w 2 O 1. BLASTING SHALL NOT BE PERMITTED ON THIS PROJECT. ALBEMARLE COUNTY STORMWATER MANAGEMENT NOTES Uj 1. ALL DAMS AND CONSTRUCTED FILL TO BE WITHIN 95% OF MAXIMUM DRY DENSITY AND 2% OF OPTIMUM MOISTURE LO CONTENT. ALL FILL MATERIAL TO BE APPROVED BY A GEOTECHNICAL ENGINEER. A GEOTECHNICAL ENGINEER IS TO BE PRESENT DURING CONSTRUCTION OF DAMS. CN 2. PIPE AND RISER JOINTS ARE TO BE WATERTIGHT WITHIN STORMWATER MANAGEMENT FACILITIES. N 3. FOR TEMPORARY SEDIMENT TRAPS OR BASINS WHICH ARE TO BE CONVERTED TO PERMANENT STORMWATER M MANAGEMENT FACILITIES; CONVERSION IS NOT TO TAKE PLACE UNTIL THE SITE IS STABILIZED, AND PERMISSION HAS BEEN Q N Q OBTAINED FROM THE COUNTY EROSION CONTROL INSPECTOR. > o Z Q � W N � C4 ♦♦Q � V m LL CV O O WNmm N O J Q o 0 Q p = O O Albemarle County Engineering � {„('� U ♦^ v♦ J Final Plan General Notes Page t of 4 O C)ALBEMARLE COUNTY O ~ Z O = FINAL PLAN GENERAL NOTES W 0 General Construction Notes (%) J w v J 1. Prior to any construction within any existing public right-of-way, including connection to LU W J any existing road, a permit shall be obtained from the Virginia Department of C) J Transportation (VDOT). This plan as drawn may not accurately reflect the requirements of =F: = the permit. Where any discrepancies occur the requirements of the permit shall govern. Q 2. All materials and construction methods shall conforni to current specifications and Q W standards of VDOT unless otherwise noted. 3. Erosion be in Q LU e and siltation control measures shall provided accordance with the approved LU W erosion control plan and shall be installed prior to any clearing, grading or other construction. Uj Q m r 4. All slopes and disturbed areas are to be fertilized, seeded and mulched. J O 5. The maximum allowable slope is 2:1 (horizontal: vertical). Where reasonably obtainable, lesser slopes of 3:1 or better arc to be achieved. PROJECT N0: 93801 6. Paved, rip -rap or stabilization mat lined ditch may be required when in the opinion of the County Engineer, or designee, it is deemed necessary in order to stabilize a drainage DATE: NOVEMBER OVE 25, 2019 channel. 7. All traffic control signs shall conform with the Virginia Manual for Uniform Traffic REVISIONS DATE DESCRIPTION Control Devices. C 2-6-20 4-8-20 COUNTY COMMENTS COUNTY COMMENTS 8. Unless otherwise noted all concrete pipe shall be reinforced concrete pipe - Class III. 9. All excavation for underground pipe installation must comply with OSHA Standards for 6-24-20 COUNTY COMMENTS �9 CFR Part 1926 . the Construction Industry (- ) 7-24-20 SIGNATURE SET NOTES AND DETAILS CAP C1.0 0 Q N 70 c Q tD C) O N CD N C N C O 0 O a 2" R �4" HANDICAP SIGN CONC CURB AND GUTTER CLASS 3A, EOP HANDICAP SIGN LOCATION (VAN) (fc=3,000 PSI) CONCRETE LOCATION (TYP.) / VA. SIGN FOR THE DISABLED ON 0.80 GAUGE NOTES: 1.5"DIA GALV. �j 6" y 1 1. FINE BROOM FINISH ALL STAIRS. � a l".1' ---� � � o ALUMINUM. COLORS: GREEN BORDER & RAIL (TYP.) 12" MIN LEGEND, BLUE SYMBOL FOR ACCESSIBILITY, 2. RAIL ON BOTH SIDES OF STEPS (TYP.) a . • • FACE BOF WHITE BACKGROUND. (IF NOTED) 13 � ° a °a a ° � CONCRETE BUMPER 7 CURB 3. SEE PLAN FOR RISER HEIGHT j G G ° a d 7" d a d• 6 BLOCK ANCHOR WITH PAINTED 2% MAX. 18' 18, 4. MAX. CENTER TO CENTER SPACING COMPACTED \� a.11 BETWEEN STAIR POST TO BE 6'. SUBGRADE a ° EP/ FC 5/8" REBAR IMBEDDED PER ° 24" IN GROUND VDOT 4" RED RED ADD CENTER POST IF NECESSARY 3 0 /� a a °a n ° ° �4rr SPEC. PAINTED PARM PAPoCNG TO MAINTAIN MAX. SPACING 1' OR AS SHOWN ON PLAN (TYP.) EXP. CONTINUE 21B STONE WHEN NOT ALONG SIDEWALK 10' (TYPICAL) JOINT � 8 5' 8 8' 8 I I_ 4" MIN. BASE FROM ADJACENT FINISHED � TYPICAL VAN PAVEMENT SECTION 12" MIN GRADE ACCESSIBLE ACCESSIBLE (TYP.) 12'r . \ �\ �\ �\ \ �\ /\ /\ /\ /\ /\ �\ �\ UNDER CURB (TYP.) CONCRETE 611 6" 2'-0" HANDICAP SPACES REGULAR SPACE PB�ALTY PBVALTY =100 - t500 RE =100 - $500 FIIE 3'-0�� TOW AWAYZOPE TOW AWAY ZONE TNS OT STANDARD CG-6 CURB & GUTTER CURB WIPE DOWN DETAIL TYPICAL PARKING SPACE DETAILS (MAX.) cale No Scale No Scale FINISHED 1/8" ° VAN GRADE WASH 2" R U ABOVE ACCESBBLE U ABOVE DRILL EXP. 8 CORE DRILL CONCRETE FOR TOP OF CURB 2 5 1„ R VARIABLE WIDTH' FINISHED FINISHED MAX. CROSS SLOPE 2 GRADE GRADE JOINT 5„ HANDRAIL POST, EMBED HANDRAIL A MINIMUM OF 6" ' ...i 3„ 4' NON -SLIP BROOM FINISH D 1/8" BELOW FINISHED GRADE AND THE DEPTH OF CURB MAY BE • a SPACES SHALL BE IDENTIFIED BY ABOVE GRADE WASH GROUT TO THE FULL DEPTH A MINIMUM OF 13" AND A d • °//\\/� SIGNS AS RESERVED FOR PHYSICALLY I91 OF EMBEDMENT (TYP.) MAXIMUM OF 19" 41 SIGNAGE NOTES: DISABLED PERSONS. PROVIDE ONE (1) R-7-8 ° 8" 5" # 57 STONE SIGN AT EACH PARKING SPACE INDICATED ON + #3 REBAR 12" O.C. ( ) 1. ALL SIGNING AND PAVEMENT MARKING SHALL BE IN ACCORDANCE WITH SITE PLAN. SIGN SHALL BE ALUMINUM (PAINTED �- 4 •. ..' ' 4" 3,000 PSI AIR -ENTRAINED WHITE) WITH GREEN LETTERS AND 1'-0' • () BASE CONTINUE STONE BASE THE MOST CURRENT EDITION OF EACH OF THE FOLLOWING AND ANY ' 9' 2 #5 REBARS, BOTTOM CONTINUOUS, VDOT A-3 CONCRETE '. •.'• � ` ' o FROM ADJACENT PAVEMENT CONCRETE INTERNATIONAL WHEELCHAIR SYMBOL. SIGN " LAP 2'-2" AT SPLICES ; ,�. REVISION THERE TO: „ 3 SECTION UNDER CURB A. MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. COMPACTED SUBGRADE 4 TYPE 21B STONE SHALL BE PLACED ON STEEL POST 1-1/2" O ° B. THE VIRGINIA SUPPLEMENT TO THE MANUAL N UNIFORM TRAFFIC PAINTED BLACK SET IN MIN. 2' OF CONCRETE. COMPACTED SUBGRADE O U O AF IC NOTE: SIDEWALKS SHALL BE CONSTRUCTED IN 3 4" MIN. SUBBASE CONTROL DEVICES. ACCORDANCE WITH VDOT STANDARDS. C. THE VIRGINIA DEPARTMENT OF TRANSPORTATION ROAD AND BRIDGE •' '' r'.':: I SPECIFICATIONS. 7" D. THE 2000 INTERNATIONAL FIRE CODE. . ADA PARKING SIGNS �NS:'l RIOR STAIRS �NScale OT STANDARD CG-3 CURB 2. SIGN LOCATIONS ARE APPROXIMATE AND ARE TO BE MODIFIED IN THE CONCRETE SIDEWALK PAVEMENT SECTION FIELD TO AVOID CONFLICT WITH UNDERGROUND UTILITIES OR OTHER No Scale e CONSTRUCTIONS, AND TO COMPLY WITH STANDARDS REFERENCED IN No Scale 41' NOTE 1 ABOVE. TOP OF CURB � R=2" 3. ALL SIGNS AND PAVEMENT MARKINGS ARE TO BE FURNISHED AND 6' 3' �� INSTALLED BY THE CONTRACTOR. ALL SIGNS TO BE FURNISHED AND METAL INSPECTION FRAME W/ SOLID LID \/\\/\\/ • A. G» INSTALLED WITH STANDARD U POST GALVANIZED BY THE CONTRACTOR. EXIST GRADE (NEENAH R-1975 OR EQUIVALENT) V 1.5" BITUMINOUS CONCRETE SURFACE COURSE - SM-9.5A n a - - 3" CONCRETE COLLAR o (PLACED IN SINGLE LIFT) • CRUSHED STONE BEDDING o 0 0 \\� ° SURFACE SOLID WHITE LINE 24" 8" TYPE 21 B AGGREGATE BASE COURSE °, 18 �� a (TYP.) 6" DI CLEANOUT 6' o d 12"�� BASE VDOT A-3 CONCRETE STOP VDOT STD. \\� CONTINUE 21B STONE BASE\\/\\/\\\/�\\/�\j�\\/�\\/�\\/\\/E• COMPACTED SUBGRADE CLASS Al ° FROM ADJACENT PAVEMENT BROWNSTONERIPRAP \��\\��\\/ SECTION UNDER CURB STD. VARIES PLUG AT END OF LINE \/\/\ a R1-1 ( ) DENOTES LIGHT DUTY ASPHALT PAVEMENT ON PLANS VDOT STD. CLASS Al UB BASE 6 X12" CONCRETE " STOP BAR DETAIL CURB BROWNSTONE RIPRAP � NOTE: STOP SIGNS TO BE 30 WITH HIGH INTENSITY SHEETING NO SCALE CLEANOUT DETAIL LEVEL SPREADER DETAIL VDOT STANDARD CG-2 CURB LIGHT DUTY ASPHALT PAVEMENT SECTION No Scale 1" = 1' No Scale No Scale SOLID WHITE LINE 'LEVEL SPREADER TIMBER LENGTH (L) CALCULATIONS U LENGTH - 1.5" ASPHALTIC CONCRETE SURFACE DRAINAGE AREAS FROM C5.2 6' 3' 0.5' FROM EP COURSE - SM-9.5A 5" LEVEL SPREADER: 6 2.5" INTERMEDIATE BASE COURSE - IM-19 Q(10) FOR PIPE 201 = 2.00 CFS (SEE CALC BOOK FOR CALCULATIONS) 8" TYPE 21-B AGGREGATE SUBBASE COURSE L = 13 LF x 2.00 CFS INFLOW (10-YR STORM EVENT USED) = 13 .. o 0 0 2' 2' LF X 2.00 CFS = 26.00' 6" 4p (TYP.)(TYP.)\/\\/��\//\�\/\�\/\�\/\�\//\�\/\�\ o d 12" MAINTENANCE NOTE: INSPECTIONS SHALL TAKE PLACE •• o 0 0 �` '' '�//.�/'' COMPACTED SUBGRADE ANNUALLY, IDEALLY DURING THE NON -GROWING SEASON. ° SEDIMENTS SHOULD BE CLEANED OUT OF THE LEVEL d ° ANCHOR WITH V8" REBAR SPREADER FOREBAYS AND FLOW SPUTTERS. IMBEDDED 24" IN GROUND; 2 PER WHEEL STOP DENOTES HEAVY DUTY ASPHALT PAVEMENT ON PLANS VDOT STD. CLASS Al BROWNSTONE RIPRAP VDOT STD. CLASS Al PRECAST CONCRETE WHEEL STOP STRIPING AND SIGNAGE DETAIL HEAVY DUTY ASPHALT PAVEMENT SECTION 6"X12" CONCRETE BROWNSTONE RIPRAP CURB No Scale No Scale No Scale R= Y4" EXISTING PAVEMENT PROPOSED PAVEMENT LEVEL SPREADER DETAIL ..�...1,,. ' CONTROL JOINT SPACED No Scale AT WIDTH OF WALK (MAXIMUM) j SAWCUT THROUGH NOTE: PROPOSED MATCH EX. CROSS : Y4`.;.' EXPANSION JOINT AT MAX EX. SURFACE w OF 30', WITH PREMOLDED PAVEMENT MUST TIE U SLOPE UNLESS OTHERWISE ,......;.;:..:� °• X COURSE w IN WITH EXISTING SPECIFIED ON PLANS • EXPANSION FILLER w &REMOVE � PAVEMENT PAVEMENT CONC. WALK 2' MIN. PROPOSED SURFACE 2" ± COURSE d .y.•;a: ,� .:• �' i * r •.,.., �, •'' .. ,•... �.'. EXISTING . d.. a d ? ..�, .. '.• n 4 .". 50 CM 19.7" SPECIFICATIONS •' PAVEMENT 16.7 CM (6.6") 25 CM (9.8") UNIT SIZE - 5 " CM X 50 CM X 2.5 CM 0' 1 M X 1 M X 2.5 CM (20" X 20" X i" OR 40" X 40" X 1 ") ` y AVAILABLE IN 9 STANDARD ROLL SIZES BASE COURSE I UNIT WEIGHT -510GRAMS Q8OZ.) AGGR. COURSE OR2.0G/ M4 POUNDS$) � SAWCUT EX. EDGE OF PAVEMENT STRENGTH-1121 KG/CM'(1s,9aoPsl) COMPACTED SUBGRADE 4" 21-B STONE COLOR - BLACK RESIN - 100% RECYCLED HOPE CONCRETE SIDEWALK JOINT DETAIL PAVEMENT REPLACEMENT JOINT DETAIL No Scale No Scale PLAN GRASSPAVE2 SQUARES ADJACENT GRASSPAVE2 UNITS _ GG•12 _CG-,_2 •5 DOWELS, B" LONG A PERMISSIBLE A AT 12" C-C CONSTRUCTION PERMISSIBLE 5' MIN. JOINT CONSTRUCTION •5 DOWELS, 8" LONG ._ SEE ENLARGEMENT BELOW JOINT a 12" C-C MULCH AS SPECIFIED 12:1 MAX 4'-0' aD 2 -- MIN. -�.3 CM (3.3") HYDROGROW MIX BELOW RING ° = 12:1 MAX 4 2.3 CM (0.9") SUPPLIED FREE BY MANUFACTURER EXISTING GRADE OR GRADE B r "� B 6 CM (2.4") OF PLANTING AREA, 6' 0:1 1� 10:1 -RINGS FILLED WITH CONCRETE SAND (CLEAN, SHARP SAND) y= B AX MAX B o o COMPACTED SANDY GRAVEL ROAD BASE 9 95% MODIFIED PROCTOR DENSITY MAXIMUM 2:1 SLOPE RAMP (SEE TABLE) TRUNCATED DOMES A SEE SHEET 10F 4 FOR DETAILS 3 N TRUNCATED DOMES - 6 INCHES TO 12 INCHES SHOVEL DUG EDGE 3/4" MORTAR SETTING 2 1/4" THK. BRICK PAVERS o SEE SHEET 1 of 4 FOR DETAILS (DEPTH OF BASE COURSE TO BE AT 45o ANGLE ACCENT BAND W/TIGHT 4 A TYPICAL DESIGN DETERMINED BY ON -SITE ENGINEER) BED 5' 0" MIN U = _ 4'-0"'SEE FULL TECHNICAL SPECIFICATIONS FOR COMPOSITION SAND SWEPT JTS. OFFROADWAYA MATCHFACE a COMPACTED SUBGRADE, LAWN AREA OR 4" VDOT #21A COMPACTED BACK OF CURB 48 :, 120 MAX. 48:1 MAX. III -)III- I=)III- I =I - BACK OF CURB PAVED AREA STONE BASE 4" CONC. SLAB 20 '' 46 ' 20:1 SECTION CROSSWALK TOP OF GRASS ROOT MASS 6 MM SECTION A -A TYPICAL PLACEMENT 0 /4") ABOVE TOP OF RING -2'M'"'-{ AT INTERSECTION �_TMIN:� SECTION A -A �4 Mi w )V GRASSPAVE2 ATTACH WITH 4 ° WITHIN CROSSWALK PERMISSIBLE �' �a ' SNAP -FIT FASTENERS ° d4 . d PERMISSIBLE CONSTRUCTION ' RINGS FILLED WITH CONCRETE SAND (CLEAN, SHARP SAND) ° .4 a n CONSTRUCTION JOINT JOINT _ _ !...d-• 1 ••.G d ° - SECTION B-B ' a 10:MAX COMPACTED BASE COUR$ENDY GRAVEL ° d •SECTION B-B 10i1MAX ENLARGEMENT - SEEFULLTECHNICALSPECIFICATIONSFORCOMPOSITION d ° a'° NOTE: FOR GENERAL NOTES ON THE DETECTABLE WARNING SURFACE. ALTERATIONS SEE SHEET 1 OF 4. NOTE: GRASS/PLANT TYPES SHALL BE SPECIFIED BY A LANDSCAPE ARCHITECT OR O O O NOTE+ FOR GENERAL NOTES ON THE DETECTABLE WARNING SURFACE, LANDSCAPE DESIGNER. SEE SHEET IOF 4. A 4' SQUARE LANDING 5 i 1 AREA OUTSIDE OF NOTE: 1. TRENCH EDGE DETAIL SHALL BE USED AT ALL LAWN EDGES & AT EDGES OF MULCHED AREA (FOR CONTAINMENT). 2. TRENCH EDGE SHALL CREATE A CLEAN SEPARATION BETWEEN AREAS & SHALL CREATE SMOOTH & EVEN LINES (AS INDICATED COMPACTED SUBGRADE ON THE PLANS). -95% S.P.D. y TRAVELWAY SHALL y BE PROVIDED WITHIN THE MARKED TYPICAL GRASSPAVE2 DETAIL CROSSWALK AREA. X 3 1 N V) N 5' MIN V) a y CHOOSE THIS PRODUCT FOR REINFORCING GRASS WEARING SURFACES O �u 3 d Of v SCALE ro sE f U V7 A 4' SQUARE LANDING AREA N B00.233 15LO A 380011 03 233-8383 SHALL DBE PROVIDED FOR CROSSWALK K CRO$$WA K 00-23i-1510IR5 30-23 x K PERPENDICULAR CROSSWALK U ' 't'� CROSSW PLAREA. W W W.InvislWestructures.com CWITHIN ROSSWALK MARKED OSSWALK TYPICAL PLACEMENT 303-233-8282 TYPICAL PLACEMENT AT INTERSECTION Invisible Structures, Inc. rev. 1/18 AT INTERSECTION DIAGONAL VARIATION GPDETI9.DWG NOTE; WITHIN CROSSWALK WITHIN CROSSWALK (WITH BUFFER STRIP) THE DMP ISLIMTEDRTO 5NEET.REGARDLLESSOF AEOFRTHE THIS DESIGN TO BE USED FOR CONSTRUCTION THAT INCORPORATES WIDER SIDEWALK. LANDING NOTE: SLOPE. (48" WIDE) REQUIRED AT TOP OF CURB RAMP. MINIMUM CURB RAMP LENGTH 8 FEET FOR NEW CONTRACTOR TO PROVIDE A CONSTRUCTION, 6 FEET FOR ALTERATIONS. SHEET 3 OF 4 SHEET 2 OF 4 sPECIrILA1pN SPECFICA1ft MIN. OF 10" TYPE 21-B REFERENCE CG-12 DETECTABLE WARNING SURFACE REFERENCE CO-12 DETECTABLE WARNING SURFACE 105 TYPE B (PARALLEL) APPLICATION REV, 7/05 105 TYPE A (PERPENDICULAR) APPLICATION NEW 7/051 502 VIRGINIA DEPARTMENT OF TRANSPORTATION 203.06 VIRGINIA DEPARTMENT OF TRANSPORTATION 703.05A DENOTES REINFORCED TURF PAVERS ON PLANS MULCH EDGING DETAIL BRICK BANDING DETAIL VDOT STD CG-12 CURB REINFORCED TURF DETAIL 1" = 1' 1.5" = 1' No Scale No Scale TYPE B PARALLEL APPLICATION ROADWAY GRADE IN PERCENT MINIMUM RAMP LENGTH IN FEET 4" CURB 6" CURB 0 4 6 1 5 7 2 5 8 3 6 9 4 8 12 5 10 15 6 1 14 1 15 C/) 1",__ CD 00 N N Q _z C� C� 00 m rn z� OM Ln � o Q LLI 2 �- §>� . x w LL_ LLl c>7 W M Y � Q LO W W 3: O LO O U U Lu U Q w J w C0 2 �0 I10 t� U CR.AIG W. J. KOT.ARSKI Lic. No. 0402048507 0 712412020� ONALG 0 z W a, 06 L N Q N Q Mo > z Q W � 0 N N>= � ♦♦Q V `L a N 00 W cv m z O J Q o 0 0 Q = c O U L9 Cn J N CD O cf)oHO � Z W�OC/I = J w t� Jjw� O _ Q c Q W LLJ W W � ■ cn Q V M PROJECT NO: 593801 DATE: NOVEMBER 25, 2019 REVISIONS DATE DESCRIPTION 2-6-20 COUNTY COMMENTS 4-8-20 COUNTY COMMENTS 6-24-20 COUNTY COMMENTS 7-24-20 SIGNATURE SET NOTESANDDETAILS 1i i, az +� 0 APPROX. LOCATION OF 4" D.I. WATERLINE COMP/LED PROPERTY LINE PID: 087BO-00-00-01200 , LEGEND I 1 r-'—�',\ \ \ �' ``` MCLAUGHLIN LIVING TRUST ' I 30PRESCRIPTIVE VDOT ZONE: RA , ® WATER VALVE R`O. W. EASEMENT 0.72 AC ' ® WA TER METER o ROOF DRAIN / DOWNSPOUT- ® CLEAN -OUT STORM DRAINAGE (SD) MANHOLE —� DRAINAGE FLOW DIRECTION RCP REINFORCED CONCRETE PIPE CMP CORRUGATED METAL PIPE m TELECOM PEDESTAL- 0 UTILITY POLE / / / / / r / / , 1 ,gyp — _-�_ W��,\ I I rro < GUY WIRE r r' r ,' /' / 0�° /' r / 1 ' _ � 1 ® POWER / HVAC STRUCTURE, AS NOTED1�1 as L IGHT POL E / 3, 1p10p / / / / / , / / / , 1 / 12 13 , - - -_ _ _ _ -\--�; ; t 12" RCP W/ 61' HW © ELECTRIC METER / ' `L 1p / / / / , / / , 7 - - - _ _- - _� �;; \ I INV=7�9.10 © UTILITY LID (FUEL TANK COVER) SOIL TESTBORING /,'1 �' /,' �/' / ,' // /r /,' / /,' /�' //' / /1 716---____ J`-�3�a!\' ^ N� lC 1 o SANITARY DF JUNCTION BOX 0 ELECTRIC BOX DECIDUOUS TREE CONIFEROUS TREE HANDICAP PARKING- L-721 - — UGP — - UNDERGROUND POWER UTILITY -0N' / 16"MAPLE OHP OVERHEAD POWER UTILITY _ , ' _ , ' _ , - , - ' , - _ _ — �\ - - , ' , % / R.TYfF 'l, / // \` 0 x FENCE -LINE EP EDGE OF PA VEMENT (EP) TREE -LINE - - - - - - - - - - - - HANDRAIL — — —W — — — WATERLINE 1 / l r / / 0p��- / �O / 51�' �r 6" DOGWSOD' — DI TCH LINE I r /' / 0/ / / / 00�5�O0 \ \3�\�J� SIGN P I- SOWL SOLID WHITE LINE (ROAD STRIPE) // /' / ONAP ' / ' PLANTER W/ O\ ' Q / / ' E TIME R WALLS a BOLLARD / / / / / , P �� O� / EG EDGE OF GRAVEL / / / / / / / RPc>` / 0O go / \ CG CURB AND GUTTER / / / �Q / a / / / / / �\ � / , / GLPS CC CONCRETE CURB l 0 / / CONC. CONCRETE / 6 ,�' / �'UGP y, DENOTES END OF INFORMATION / 1,�'\ �'` �� (' /1 �/ �RP 51�Qg OR CONNECTION UNKNOWN 000 D.B. DEED BOOK / ,\0 '� / / / �� / P AGE IN SA LAN LANDSCAPED AREA ,�^) ONP r / o / / / ��5 11 / /' a / / l /' / ti� �\�� O� ASPHALT - r / , / , / / / Ge / 0O SRO , 0 OO O (F) PROPERTY CORNER / MONUMENT FOUND, AS NOTED / ,�h GRA VELO\Ar / Cq OrIQ o /' , /' GQ ' / /'O O ' ' 3' (W) DOOR \ I '0 ' ' / 'SEPTIC ' I FFE=727.18' I / / r / / ' / COVERS/O / OAP �'' ��'////�' / / ,' //' r/' /' (4) / O �/ '\ / 3' (V1 PID: 08700-00-00-06100 FFE• leOUNTY OF ALBEMARLE �' O ' Q SCHOOLBOARD / JG "RED HILL ELEM SCHOOL" DB. 504r PG. 343 ,' ,' ,' h ^ O 4/55AC � / /30"OAK / \ 14" DOUPLE DEC. ? a� / / ' ' f ' ' ' ' /',' / /' /' /' � FFE 7DOOR 8" (VY)'KNEE WALL ON CONC. PADS 3' (W) DOOR L/ 4'(H)(TYP) FFE=72723' SEPTIC CgVERs ' ?tT' OAK 3' (W) DOOR FFE=725.24' 725 3' (W) DOOR EQUIPMENT / 0 I I 1 FFE=725.23' ENCLOSURE r1N 1No r 24" OAK l \ 6' (W) DBL. DOOR 3' (W) DOOR FFE=725.21' FFE=725.24' \ 1 1 I I I I I I \\ 3' (W) DOOR \ 1 1 I I I I SANITARYDF JUN'CTIONBOX, \ \ FFE=725.24' FLAGGED BY OTi ERS (TYP) 1 \ 0 FFE=7DBL. DOOR 9 \ f 3 F FFE=) DOOR �1 � p 3' (W) DOOR 3' (W) DOOR 0aG FFE=723.20' FFE=725.23' G 6' (W) DBL. DOOR FFE=725.26' QU 14"MAPLE FUF O COVERS \ \ \ \ \ Cp I / \ WOODEN PLAYHOUSEco X� 1 LEVEL CONC. 3' (W) DOOR CINDER BLOCK FACILITY FFE=719.24' "REDHILL 10 - \ o� 1 f1 \ o 3' (W) ,DOOR I 6' (W) DBL. DOOR FFE=725.26' \ 1 FFE=719.24' / \ \ 24' WC. TR� 1\ 11 kr � \ , 3' (W) DOOR \' 1 / PLAYGROLI(VD FFE=725.21' 1 I I \ , l l I AREA \ I I I N \ 1 _ � 3' /W) DOOR 3' (W) DOOR I I \ \ v \ CONC. \ o PLAYGROUND \\ AREA \ \ a 1 \ \ \ 18" DEC. TREE I \ 1 \ - \ =712.82' �_ 721 - - - CHAINLINK FENC ` --720 ' \ \ - 9 - I �- --718 - PID: 087BO-00-00-01000 MCLAUGHLIN LIVING TRUST C/O DANIEL H MCLAUGHLIN & TERESE N 75't-Mf:,tiUKII'IlVt VUUI--- R. O. W. EASEMENT 14"DEC. TREE 18: DEC. TREE , , , I , I , I , , I I I SIGN I I TER VALVE (3 - ` - E + PID: 087B0-00-00-010A0 _ COUNTY OF ALBEMARLE -I' ... SCHOOL BOARD ZONE: RA DB. 706, PG. 497 \ \T — .17 AC /METAL SIGN I k "RED HILL ELEM. SCHOOL" 1b I / 14' GATE SD INLET W/GRATE TOP=726.35' INV OUT= 722.35' 12" RCP (SW) SD INLET W/GRATE TOP=723.16' INV IN = 720.95' 12" RCP (NE) INV OUT = 720.64' 15" RCP (SW) SDMH TOP= 725.79' INV IN= 720.16' 8" PVC (NW) a INV IN=720.17' 15" RCP (NE) o INV OUT= 720.0 1' 15" RCP (SE) Q. O PID.• 08700-00-00-06400 JAMES F POWELL, JR. ZONE: RA DB. 2246, PG. 461 O SDMH TOP= 724.21' INV 1N=719.36' 15" RCP (NW) INV OUT= 719.28' 15" RCP (SE) SD CURB INLET TOP= 722.26' INV OUT= 718.25' 15" CMP (SE) ch 00 0 Q z SCALE 1 "=20' 0 20' 40' (140) 0 co CV CV Q ? 00 m 0) Z O M Lu Of Ix Of o Q u) 2 u- f- O LiuLu �� U) T_ U V) F- I H YIt ce) _ it U Lc) w U) w O (j) Lo CL 2 C7 U CRAIG W. 3. KarARSKI Lie. No. 0402048507 0712412020 , o�sSl'DNAL ui a) L0 06 ti Lr) N N 0 N > Z Q O � W N N>= :m Q im N�Q� Op W cv o0 z 4= J Q O O 0 Q c=O L J �ci) � H O W � z = J U _I ) LLJ J J O _ CL � 0 W W p� W F- W c Q M PROJECT NO: 593801 DATE: NOVEMBER 25, 2019 REVISIONS DATE DESCRIPTION 2-6-20 COUNTY COMMENTS 4-8-20 COUNTY COMMENTS 6-24-20 COUNTY COMMENTS 7-24-20 SIGNATURE SET EXISTING CONDITIONS N 7 ^moo "-,-L, 2,0 c 0 Q a Q 0 O N 0 N v N c 0 0 0 d 3 0 0 N U N U 0 E T c� as 0 a)of UI W rr N V M O APPROX. LOCATIONOF4" D.I. WATERLINE COMPILED PROPERTY LINE PID: 087BO-00-00-01200 NOTE: MCLAUGHLIN LIVING TRUST I REFER TO PHASING PLAN SHEET C0.1 ' 30' PRESCRIPTIVE VLw j W. ZONE:' R. O. EASEMENT AC ' OVERHEAD POWER LINE TO BE RELOCATED UNDERGROUND. ' COORDINATED WITH UTILITY PROVIDER -RFiOR TO THE START OF CONSTRUCTION. PID: 087BO-00-00-01000 SAWCUT AND REMOVE 1' 1N OF ASPHALT TO MATCH MCLAUGHLIN LIVING I I �� TRUST C/O DANIEL H - PAVEMENT SHOWN ON C4.0. MCLAUGHLIN & TERESE N MCLAUGHLIN Q6 ZONE.• RA ` - - _` - I -_ _ - = REMOVE REMOVE PORTION OF 0.91 AC \ 12"RCP W/6"HW \ r' �,\STORM PIPE _ _ _ INV=719.10 SIGN \\\`C\\\\`�\\\\ \\\\\\\\\` \\\\\ - - - = y� I I ^� APPROX LOCATION OF 4" 6 / ,' �' ,' UNDERGROUND TELEPHONE LINE \\\\ \�\�_ / NQ / �_` D.l. WATERLINE LEGEND: ®REMOVE HARDSCAPE & GRAVEL CLEAR AND GRUB WOODED AREA REMOVE TREE - - - - - - SAW CUT CURB SIDEWALK OR ASPHALT (SIDEWALKS AND CURB TO BE CUT AT NEAREST JOINT) NOTE: SIGNS REMOVED ARE TO BE RETURNED TO OWNER TO BE RELOCATED. CONTRACTORrvREDH/ TO COORDINATE RELOCATION WITH\\\�\ '\\\ ' '\\\\\\\\\\ %��\\\\\\\\ _ _ - 44 $C/y UTILITY PROVIDER ACCORDINGLY \\\\1L�\\\� ��'O OCL N1. SC � ID pN"ts 760E) / �I CLEAR AND GRUB / .725 -OVERHEAD POWER LINE TO\\ \\\\\\\\\\ 12" RP WOODED AREAS\\\\`�\\\ \\\\\\ BE RELOCATED \ k\\\\ \�\\\\ �'\\\\\\\\\ / IINDERGROU�. COORDINATE / / \\\�\\\\. `• \\\�� \ . _ \\\� ' \\\k ' �. \\\\\k\\\\\\ \\\\ \\ '\ = �_ p 15 PRESCRIPTIVE OM - , _ o l�q TER / REMOVE POLE ' \�.\\\ ' WITH UTILITY PROVIDER \\\\\\\ \ \\. \�1?\\\\\\ \\\\\\'`�\\\\\ �' \\ OH R.O.W. EASEMENT VALVE(3 -AND GUY WIRE _ PID: 087B0-00-00-010A0 PRIOR TO THE START OF �_ `- _ CONSTRUCTION. - -� _ _ ` - \\��C'�\\\\\\ \\\\ \ \ \\\ / 16"MAPLE / ` ` ' \ ` \ _ _ \�\\�\\\ '` \ pNP _ COUNTY OFALBEMARLE _ \ \EP SCHOOL BOARD \. \\\\\\\\\\\ \\\ / / ` SNP_ \ ZONE: RA COlC1PILD PR8RI1�L7N�F , , - - , , - , , - , , -\\\\ '\\\ \\\ DB. 706, PG. 497 I I \\\\\\\\ \\\\\\\\\\\\\\\\ _ _ \. \\\\�, / ' REMOVE SANITARY G'� pNp , ' \\ �-- / ' / l I I \\\\\. \\\\\\\\\ \\\ / - SEWER STRUCTURE O / _ \ �� / \\\\\\\ \\\\\\\\\\\\ — i pNP � / / _ ' // 725 / I `t`�\\ \ 774 - 6„ DOGWOOD \ / ' / / / LOCATE EXISTING SIGN \ EXISTING POLE` 30"OAK Pg , TELECOM AND �i TO REMAIN l ' _ - _ - _ _ _ _ - 24"MAPLE / ��S�E UNDERGROUND LINE - _ - - - - 30"OAK r PIA: 08700-90-00-06OA01 / /� 00 Q5, RELOCATE 726 — / ' G'OUNTY06ALBEMAR ' I l 0 5��' 6"DOGWOOD / SCHOOL BOARD I / l / L� �A GUY WIRE \ ZbNE: RA / / / REMOVE Qa5 p0� � \�J ' \ � •� / _ \ I \ \ / � � � R P � G_ 5 � � / � _ �4-O,oK 8 DOGWOOD I = METAL SIGN r ' / I l / P \ 0 k RED H✓LL ELEM. SCHOOL' / , r Dq. 508, PG. 503 ! I l / l P/ / / G�- REMOVE � I n1 I / 2.88AC / / / o� / PLANTER W/ I REMOVE PAVEMENT REMOVE SANITARYI TIMBER`WALLS L�S \ \ \ \ \ MARKINGS 0O6\v� 00 12"MAPLE 'C�� SEWER STRU TURF 0G�P5 FLAGPOLE coONP/ REMOVE REMOVE LIGHT-p REMOVE UcP FIXTURE site? 0 � � r I 4„_ 6" DOGWOOD(2) AND ASSOCIATED FEATURES TO / ONP / / "/'2 INCLUDE DECKS, RAMPS / REMOVED OVERHEAD FOUNDATIONS, UTILITIES ETC. I / POWER LINE TO BE UNDERGROUND. COORDINATED WITH UTILITY PROVIDER PRIOR REMOVE EXISTING JGQ� TO THE START OF UNDERGROUND REMOlv 100 /1 /p\AP / , CONSTRUCTION. POWER LINU ND PID.- 08700-00-00-06100 1eOUNTY OF ALBEMARLE �' Q , r SCHOOL BOA4RD r ?o /JG r 'RED HILL ELEM SCHOOL" ' PROTECT , r DB. 5041 PG. 343 EXISTING TREE 4155 AC / a OAK 14"DOUBLE DEC. REMOVE POLE / REMOVE AND GUY WIRE / 8 " (W) KNEE WA L I PROTECT ON CONC. PAD,' EXISTING TREE 4' (H) (TYP SEPTIC CQVERS tr' OAK 725 r A / r PROTECT r11 N1 ,\0 / , /EXISTING TREE --7- // ; REMOVE KNE NI 24"OAK l \ PER BUILDI \ I 3'(W) DOOR \ 1 1 \ I 1 l FFE=725.24' \ 1 1 I I \ I 1 \\ 3'(W) DOOR \ 1 1 SANITARY DF ACTION BOX, \ \ FFE=725.24' FLAGGED BY 0Ti ERS (TYP) 1 \ \ I I 1 \ REMOVE KNEE WALL PER BUILDING DEMOLITION PLAN \ 1 1 1 I I 1 A 3'(W) DOOV FFE=723.2i 1 1 \ \ I N 3'(W) DOOR \ \ \ \ II I \ FFE=723.20' 6' 0 FFE u, \ CONC. \ o S, TO REMAIN 0 �' v v I I v l l v REMOVE 6' (W) DBL. DOOR 1 \ \ 1 �, FFE=719.24' I 24",VC. TR& 1 1 �la� / ' I \ (SEEARCH/T CTURAL PLANS) I I PLA YGRAREA N I \ I 1 \ \ \ \ \ \ \ 1 \ I 1 I 1 \ CONC. \ \ \\8"PVC \ I 1 \ \ II \y// \ \ \ SAWCUT \ I _ - -` CONC. I \ \ lNV-�713.3Q' 1 \ \ r/ \ \ / \ I PLAYGROUND AREA 18" DEC. TREE I \ ) v \ \ \ \ \ \ \ \ \ \ BIPVC \ \ \ \ \ \ \ &V=712.82' \ l v / x-__ v �_721 >>S , \ I \ - - - CHA/NLINKFENCE6�(H —72 _ C> I 7 `718 \ O \ \ \ \ \ \ \ \ -�--�X -\ \\ X \ \ \ \ \ \ \ \ \ \ \ XT x— 0- REMOVE BENCH AND 14"PINE RETURN TO OWNER 00 Cp H \ I LANOP`r ti / N CONC. 1 ABANDONED \ / O GRAVEL \ - �� _ 1 14' GATE FUEL PUMP I / \ CONC. -GONG, CG 1/ (CAPPED) I iTING DUND LINE 6' (W) DBL. DOOR _ / I FFE=727.28' O I 3'(W) DOOR I REMOVE RIP RAP. LOCATE AND 4 X 4 STEEL _ _ - - 00 , , \ I x \ /SEPTIC O FFE=727.18' I PRESERVE AND STORM PIPES COLUMNS-(Ti'r / COVERSI AND TIE TO PROPOSED BUILDING / (4) O / STORM PIPES PER PLUMBING PLANS. 3' (W) DUOR I / a FFE=727.28' / / // ' I'STEPPED I �I ry DRAINAGE / \ CANOOY BRICK WALL h REMOVE KNEE WALL FEATURE PER BUILDING TO REMAIN \ DEMOLITION PLAN LOCATE SANITARY CLEANOUT l I \ \ I I o \ 3'(W) DOOR AND SEWER TO THIS POINT AND l F FE=727.22' TIE TO PROPOSED BUILDING o,* co 3'(W) DOOR SANITARY PER PLUMBING PLANS. FFE=727.23' 6' DBL. DOOR REMOVE KNEE WALL O PER BUILDING DEMOLITION PLAN FFE=72720' "6' (W) DBL. DOOR I METAL I I / O FFF-T'5 � _ �� ' , SD INLET W/GRATE FFE=72724' ^ STAIRS ' / \ MAb E TOP=726.35' N EQUIPMENT / / INV OUT= 722.35' 12" RCP (SW) i 1 v v7 —L" i, / / / / rrr-ENCLOSURE729 OLITION PLAN CONo 6' (W) DBL. DOOR 6' (W) DBL. DOOR \ i // / (b L SA I FFE=725.2V FFE=72729' O D9cwOODS 3'(W) DOOR AMIN 6' (W) DBL. DOOR �' FFE=727.27' 1 FFE=725.23' f _\ 3'(W) DOOR �� /�/ a a 1 /l / SD INLET W/GRATE FFE=72722' �, I / I / TOP=723.16' N I _ _ _ I INV IN = 720.95' 12" RCP (NE) ^ I I I i INV OUT = 720.64' 15" RCP (SW) 10" BLOCK WALL > 3'(W) DOOR O�G CONC t45H) � 9OOR FFE=725.23' G 0 \ \ y / I 0 , _ - 72 I ' MIN Q U I I � , � \ / I 10" BLOCK WALL si I I lx �Q SDMH 14"MAPLE F(rE� � Q I t5' (H) � I 1 co II , / I ' TOP= 725.79' WOODEN ,`XRS I�i ' I / INV IN= 720.16' 8" PVC (NW) PLAYHOUSE 1 LEVEL mil, URB ooNo Sw� \ \ I I ' a INV IN=720.1T 15"RCP (NE) CINDER BLOCK FACILITY I k/ �- \ \ I I , / o INV OUT= 720.0V 15" RCP (SE) "REDHILL ELEMENTARY I SCHOOL" 1 I I - \ \ �1 _ - - 727 I II !DOOR 725.26' ' 3'(W) DOOR ` I I v PID: 08700-00-00-06400 I I /i / - _ I = FFE=725.2V I 37 f 1-1`726 - - I I I W JAMES F. POWELL, JR. Pq,4K/NG SP \ I I W ZONE: RA 4 1DB. 2246, PG. 461 3'(W) DOn' r 3'(W) DOOR I gCES \ - 72BI FFE=72:FFE=725.25' S D6 \ k I EMOVE PORTION OF I / I I \\ I I I x o CHAINLINK FENCE FENCE TO REMAIN I % I r / HAINLINK FE CE (H) I UT CURB REMOVE PAVEMENT / \ REMOVE / I 'K / STRIPING CURB / _----i--- 724-- \ / I STRUCTURE TOP j` I IT SAWCUT ND REMOVE III I TO BE LOWERED III OF ASPHALT TO MATCH TO MATCH FINAL I / /1 SDMH PAVEMENT SHOWN ON C4.0.--_- GRADE D - _ _ TOP= 724.21' .EMOVE EXISTING REMOVE CURB ! I / INV 1N=719.36' 15" RCP (NW) ;HAINLINK FENCE I 14 PARKING SPACES - / / ,Ucp / I I / / A INV OUT= 719.28' 15"RCP (SE) SAWCUT CURB k E� I I I I \\ 1 { / CON 84 OCK ® V / _ - BASKETBALL - _ _ _ 2 syED GOAL (TYP) PRESERVED \ _ —x \ \ - --rQR�MA/lV CRITICAL SLOPES _ i ^`\ - \ -�X =_x (TYPICAL) - J SHEDK \\� - 14"DEC. TREE SD CURB INLET TOP= 722,26' INV OUT= 718.25' 15" CMP (SE) 18: DEC. TREE C.TREE �------- // m 00 Q Z SCALE 1 "=20' 0 20' 40' 0 00 N N Q (D D00 >070 03 0) O M Lu W CD Q � wX � O L) Lu �� U) � I- M W Y L) Lli c-ui 2 U) W J LLJ 3: O U) O � 2 ��p,LT irI 0 L Q CRMG W. 7. KOTARSKI Lie. No. 0402048507 0 7/24/202 S�ONAL O W a, Liz Odti L0 N 04 0 M N Q r M /`Q` Z CD CV N>m ♦♦Q V V N LL. Q 0 W 04 m z O J Q O 0 Q Q = O O a � V � U J � O O O W� Z = J V O J ) wLLI J J W W ~ uj r U) Q M PROJECT NO: 593801 DATE: NOVEMBER 25, 2019 REVISIONS DATE DESCRIPTION 2-6-20 COUNTY COMMENTS 4-8-20 COUNTY COMMENTS 6-24-20 COUNTY COMMENTS 7-24-20 SIGNATURE SET DEMOLITION PLAN CtIv 2,1 m APPROX. L OCATION OF 4 " \ D.I. WATERLINE ` COMPILED PROPERTY LINE PID: 087BO-00-00-01200 MCLAUGHLIN LIVING TRUST LEGEND: 30' PRESCRIPTIVE VOOT ZONE: RA I ` R. O. W. EASEMENT 0.72 AC APPROX. LOCATION OF EXSIT. WATERLINE. ( I CONCRETE SIDEWALK CONTRACTOR TO FIELD VERIFY PRIOR TO i CONSTRUCTION. WIPE DOWN CURB, (TYP.) I III -III -III MULCH PID: 087B0-00-00-01000 MCLAUGHLIN LIVING ; HEAVY DUTY ASPHALT \ TIE PROPOSED ASPHALT TO EXISTING TRUST C/O DANIEL H ` \ MCLAUGHLIN & TERESE N PAVEMENT IN ACCORDANCE WITH MCLAUGHLIN LIGHT DUTY ASPHALT REPLACEMENT DETAIL (TYP.) ZONE: RA O91 AC �-- — — — \ VDOT STD. R1-1 STOP I ® REINFORCED TURF O PARKING �� , SIGN � E LANE" SIGN WIPE DOWN TO �� APPROX. LOCATIONOF4" "NO PARKING FLUSH CURB �� i i� MILL AND OVERLAY \ D. 1. WATERLINE / 20 FT WIDE EMERGENCY FIRE LANE" SIGN VEHICLE ACCESS ROAD p PAINTED YELLOW _ _ ��SSF7 (REINFORCED TURF) FIRE LANE CURB or EP I (2) 6" SCH. 40 PVC T CG-6 CONDUITS FOR CG-3 "NO PARKING R8' POWER 20 FIRE LANE" SIGN R5' P 15' PRESCRIPTIVE VD07 Z ; ` o WATER UGT ON R. O. W. EASEMENT: _ VAL VE (3 CONTRACTOR SHALL R1 GP 10' (TYP.) TYPE B, CLASS 1 WHITE 159.61' �— _ PID: 087B0-00-00-01OA0 -I' VDOT STD. R1- PAVEMENT LINE ��,� DN'. _ COORDINATE LOCATION AND UGT SIGN MARKI COUNTY OFALBEMA LE STOP S G NG, 24" WIDTH 1 --�— SCHOOL BOARDR COMPILED PROPERTY LINE CONSTRUCTION OF NEW :. . POWER POLE AND 18� \ • .... •�.• 9 .:•:.•....:.:.•.• �.� .1.1'.... ��— � ZONE: RA UNDERGROUND UTILITY LINES �• 8R5' CG-12 _ DB. 706, PG. 497 C .17 AC WITH UTILITY PROVIDER PRIOR _ TO BEGINNING CONSTRUCTION D r CG'2 R5 — RELOCATE GUY WIRE. _— a / CONTRACTOR TO COORDINATE 6' GRATE SIDEWALK .r WITH UTILITY PROVIDER. WHEgL-GTQPQTYP.) CONTRACTOR TO CLEAN UP 3 a / EDGE OF PAVEMENT PID.• 08700-00-00-060A0 CG-i2 "' 1 �'1' %----'x--- APPROX. LOCATION OF LIGHT / COUNTY OFALBEPOLE. REFER TO PHOTOMETRIC o I m SCHOOL BOARRDD PLAN FOR ADDITIONAL 20'I R5' TIE NEW CURB AND GUTTERRA DBZONEPG. 503 INFORMATION (TYP.) ADA PARKING SIGNS TO EX. AND TO INLET 2.88 AC I (3) 6" RISERS RELOCATE UNDERGROUND TELECOMMUNICATION I , WITH HANDRAILS 5' \ LINES. CONTRACTOR TO COORDINATE RELOCATION \ WITH THE CURRENT UTILITY SERVICE PROVIDER. `z!j 101.6 Opp/ 0SIDEWALK WITH PROVIDE STRIPING / HANDRAIL IE_T_0 EXISTING c# o/ SEPTIC FLOW FOR 3 PARKING _ EQUALIZATION PUMP TANKS GYMNASIUM ADDITION (7550 SF) I •• � - EWp`� �� SPACES / (SEE C8.0 SERIES SHEETS) / ALTERNATE #1 BUILDING ADDITION / \ _ APPROX. LOCATION OF EXISTING �� ErBAC l ,ON? UGT LINE. CONTRACTOR TO TIE RELOCATED LINE BACK TO a EXISTING SERVICE LOCATED EAST x OF THIS POINT. EXISTING CANOPY SIDEWALK TO `� TO REMAIN 6' CONNECT TO ` EXISTING / 14' GATE 0\1 I BUILDING o O CONC I P/ / o i ON O 6' (W) DBL. DOOR 009 a� O 3' (W) DOOR FFE=727.28' 4"X 4" STEEL 00 / O ,K —I FFE=72718' TIE TO EXISTING COLUMNS (TYP) A SEPTIC O II SIDEWALK ' I COVERS (4) o I O O - — ' 3' (W) DOOR PID: 08700-00-00-06100 1� a FFE=72728' I PROTECT TREE '', _ COUNTY OFALBEMARLE / Ix SCHOOL BOARD 1'STEPPED "RED HILL ELEM SCHOOL" BRICK WALL s' DB. 504, PG. 343 a I (1 I n I 4.55 AC — a / _ �-; PROTECT TREE 3'(W) DOOR l '� 5' FFE=727.22' I 3' (W) DOOR i 23' FFE=727.l I • ' ` � 6' (W) DBL. DOOR a FFE=727 20 SEPTIC = _ J I OCOVERS = �- / k o (3) 3' (W) DOOR 6' (W) DBL. DOOR METAL FFE=725.24' FFE=727.24' STAIRS PROTECT TREE O —1Tf 5.9 3' (W) DOOR / �� Z� I _ FFE=725.23' /� I BRICK BANDING Fil II_ —I •r (W)DBL. DOOR 6' SEE DETAIL ON=1f1 6'(W) DBL. DOOR 7 I a Y(W) DOOR FFE=725 21 FFE=727.29 SHEET C1.1 `' .. — FFE=72524 - -1Ti III a 3' (W) DOOR 3'(w) DOOR � SANITARY DF JUNCTION BOX, ' — FFE=725.24' FFE=72727' FLAGGED BY OTHERS (TYP) 6(W) DBL. DOOR s 7 FFE=725.23' 3' (W) DOOR FFE=72722' — 3' (W) DOOR !Y`f FFE=723.20' 1i 10" BLOCK WALL O 3' (W) DOOR 3' (W) DOOR n f4' (H) CG-12 I FFE=723.20' 6'(W)DBL. DOOR FFE=725.23' © ADA PARKING SIGNS / FFE=725.26' II / K ea DU II -- „ -n � I i WOODEN 1 LEVEL PLAYHOUSE 8' 3' (W) DOOR CINDER BLOCK FACILITY I I I X - FFE=719.24' 'REDHILL ELEMENTARY I III / I k 5' WIDE ADA SCHOOL" I I C I RAMP WITH I 8.94' HANDRAILS TELECOMM. RAMP WITH HANDRIAL TO BE J I 3' (W) DOOR CONDUITS PROVIDED BY OWNER PROPOSED FFE=725.26' (SEE NOTE #1) TEMPORARY TRAILER TO BE I 9.14" I o BUILDING WALL 3'(w) DOOR PROVIDED BY OWNER 8•99 PID.• 08700-00-00-06400 5 (SEE ARCH. FFE=725.21' I JAMES F POWELL, JR. PLANS) WATER -FILLED 6 PARKING SPOTS UNTIL ZONE: UGT BARRICADE (BY TEMPORARY TRAILER IS / 7' t5: 3' (W) DOOR CONTRACTOR) REMOVED (2 ADA SPACES) DB. 2246, PGG . 461 3' (W) DOOR FFE=725.25' 29' FFE=725.24' \ k I I 60 "NO PARKING F RE LANE" SIGN /I 1 I / I R20' CURB WIPE I 4' CHAIN LINK FENCE x I I DOWN "NO PARKING FIRE LANE" SIGN O I o o I/ ( PROTECT TREE X 23.33' WATER -FILLED / 12' VEHICLE BARRICADE (BY I ACCESS GATE PAVEMENT CONTRACTOR) 5 7 X RS' STRIPING R2.5' / I SPACE TO i TIE PROPOSED ASPHALT TO EXISTING BE STRIPED PAVEMENT IN ACCORDANCE WITH 8.07' I--- CURB WIPE REPLACEMENT DETAIL (TYP.) o SPACE TO DOWN 14 PARKING SPOTS UNTIL BE STRIPED `�� ' TEMPORARY TRAILER IS REMOVED x-_ r �13 I NOTES: —x— � �x C� © © "I 1. CONTRACTOR SHALL PROVIDE CONDUITS FOR FIRE, DATA T PEDESTRIAN ACCESS �= o_ BLOCK �` �p \�\ - _ AND FIBER OPTIC LINES TO SERVICE THE TEMPORARY x� ----- _ WHEEL STOP (TYP.) 8z ® �� — - w-__ I TRAILER. REFER TO ARCHITECTURAL DRAWINGS FOR PRESERVED Sly&D `�� ADDITIONAL INFORMATION AND FINAL NUMBER OF I — _ CRITICAL SLOPES BLOC \�� CONDUITS (SHEET E0.3). CONTRACTOR SHALL REPAIR AND M I x (TYPICAL) SIYEDK �`� REPLACE ALL ASPHALT REMOVED FOR THE INSTALLATION w OF TELECOMMUNICATION CONDUITS. CONTRACTOR SHALL Q _ --- _ \ �� CONFORM TO ALL MATERIAL AND CONSTRUCTION METHODS Z OUTLINED IN THE 2016 VDOT ROAD AND BRIDGE SPECIFICATIONS. SCALE 1"=20' NOR 0 20' 40' 0 00 N N Q z CV corn Z ti OM uu o � J Q 2 f- O Wuj u U Of U) v H U ~ H Y ch 2 ^ L) L U) W J O U) O � a 2 Ob q CRAIG W.1. KOTARSKI > Lie. No. 0402048507 0712412020 ONAL O m uj a, Ln N ti Lc) N Q ■ N > O Z Q ■ W N N >m a CD N LL. 0 0 WNmz O J Q o Q Q 0 = c 0 cn J c 0 cn Q �- 0 W�=)0 *k Z = Jj 0 J W -_-i 0 0 � �Q W W Lu W W H m r- �aM PROJECT NO: 593801 DATE: NOVEMBER 25, 2019 REVISIONS DATE DESCRIPTION 2-6-20 COUNTY COMMENTS 4-8-20 COUNTY COMMENTS 6-24-20 COUNTY COMMENTS 7-24-20 SIGNATURE SET LAYOUT AND UTILITY PLAN C4,0 c 0 c a O 0 N 0 N N c 0 0 a _Z_ APPROX. LOCATION OF 4" D.I. WATERLINE COMPILED PROPERTY LINE 30' PRESCRIPTIVE VOOT R.O. W. EASEMENT BROWN'STON5 LEVE -\ SPREADER 2WIDTH; DOWNSTREAM G6DE FLUSH /WITH 70P OF/ WALL TOP/bF WALL ELEV 3; 711.39 p1 SEE DETAW/ ON SHEET Ct.1 -03 71 CO 6 718, / C06PIL-ED R,ROP�R Y-L1N / — 22 / GP . 222 72 I PIW.' 08700-Q0-00-060A01 / I / / l / fftft, ' COUNTY OFt ALBEMAR E l I I / 04 , 211 SCHOOL BOARD ZbNE: RA Dq./ 508, PG. 503 2.88 AC l / / / � ON? /' A ^ '� I ROOF DRA CONNECTIC / // oNP / // IE ROOF DRAIN FROM ADD AL ,/ 0 ADDITION TO STORM PIPE 223 / CLEANOUT (TYP.) n'�1 I ROOF DRAIN 223 CONNECTION /oNP 1 / / 225 I I I 11 oNP oNP i I / / / ,�� / / / � � 10 ' oNP / oNP / / ' / / l / / / 7 / 7 I — F _ ,SEPTIC COVERS/Osm I PID: 08700-00-00-06VO / / / / 100 / , I IeOUNTY OFALBEMARLE SCHOOL B0,4RD "RED HILL ELEM SCHOOL" DB. 5041 f'G. 343 4155 AC FFE / / / / , / / / / ; • r :': FFE 1 O CQVEF (31) ;... ; _ — 3' (W) DOOR 4.� / ( r , / r' ,' / / •Y.�— — FFE=725.24' O/ / •... ;.. . ; ...., -I — 3' (W) DOOR FFE=725.23' lb 6'(W) L 3' (W) DOOR FFE=7� FFE=725.24' N ... \\ II 11 II I I SANITARYDF ACTION BOX, �1 r FFE 7DOOR \ 1 I I I I FLAGGED BY 0Ti ERS (TYP) 1 6' (W) DBL. DOOR \ 1 1 1 ! I ` _ FFE=725.23' 1 1 1 1 ! I I 1 Y (W) DOOR FFE=723.20' 1 1 \ 1 I I I I I 3' (W) DOOR 3' (W) DC N 1 \ \ 1 I I N FFE=723.20' 6' (W) DBL. DOOR FFE=725 \ FFE=725.26' v I 1 LEVEL Y (W) DOOR CINDER BLOCK FACILITY FFE=719.24' "REDHILL ELEMENTARY SCHOOL o� v v \ v v v I I / // // I ;y.•• 3' (W) DOOR FFE=725.26' If 3'(W) DOOR FFE=725. FFE=725.24' \ \ \ \\8"PVC 3. 1 I � 7 / r11 IV- 1> A \ X r }\ 8t PVC \ \ \ \ \ ` \ / / \ � \ \ \ \ � \ \ • � \ \ \ \ \ \ \ \ \ \\ \ \ l�1/V=712.82 \ \ 22 EP -x� ` \ 0 L_ _ -719 718 X J i i I PID: 08 7BO-00-00-0 1200 MCLAUGHLIN LIVING TRUST ZONE: RA VDOT CLASS Al BROWNSTONE CHANNEL RIPRAP OUTLET PROTECTION. WIDTH 1 = 3.75' WIDTH 2 = 6' LENGTH = 8' DEPTH = 18" 1 NOTES 1. UNLESS OTHERWISE SPECIFIED, ALL FOUNDATION DRAINS SHALL BE 4" PERFORATED PVC PIPE. FOUNDATION DRAINS SHALL TIE TO THE NEAREST STORMWATER CONVEYANCE PIPE ACCORDINGLY. 2. ALL ROOF DRAINS SHALL HAVE A MINIMUM INVERT OF 2.5' OUT OF THE BUILDING AND DRAIN AT A MINIMUM 1% SLOPE TO THEIR TIE IN POINT AND MINIMUM 2' OF COVER. PID: 087BO-00-00-01000 i MCLAUGHLIN LIVING ; TRUST C/O DANIEL H ' MCLAUGHLIN & TERESE N MCLAUGHLIN \ ZONE. RA I 0.91 AC APPROX. LOCATION OF 4" D.I. WATERLINE SRO E CO 6pRO, or n 1NV=720m 73' oNP 15' PRESCRIPTIVE VD07� ; _ _ o V�4 TER \ R. O. W. EASEMENT VAL VEZZ (3 _ PID.-00-00-01OA0 -� \\ oNP _� i- COUNTY OFALBEMARLE \EP rt SCHOOL BOARD _ ZONE: RA .17AC oN - - -r lii�GRADE CHANNEL TO BE V DEEP WITH 3:1 SIDE SLOPE. PROVIDE 18 DEPTH OF VDOT - - - \ SD INLET W/GRATE TOP=726.35' INV OUT= 722.35' 12" RCP (SW) SD INLET W/GRATE TOP=723.16' INV IN = 720.95' 12" RCP (NE) INV OUT = 720.64' 15" RCP (SW) SDMH TOP= 725.79' INV IN= 720.16' 8" PVC (NW) a INV IN=720.17' 15" RCP (NE) o INV OUT= 720.01 ' 15" RCP (SE) z 0 PID: 08700-00-00-06400 JAMES F. POWELL, JR. ZONE: RA DB. 2246, PG. 461 z O SDMH TOP= 724.21 ' INV IN=719.36' 15" RCP (NW) INV OUT= 719.28' 15" RCP (SE) SD CURB INLET TOP= 722.26' INV OUT= 718.25' 15" CMP (SE) M 00 0 Q z SCALE 1 "=20' NOR 0 20' 40' U) 0 00 N N Q Z c0 < 0c) tY C� tY m 0) Z OCO Lu � o w L O Lu 0� U) Lu (n M L1) I— Y ly � LLJ c/) W J 3: O co O � a 2 fD U CRAIG W J. KOTARSKI Lie. No. 0402048507 07,142/2020 �t� SS701 L 15 W m Lc) 06 ti Lc2 N N 0 M N > o Z Q W CD 0 1.` N>m Q *b C' m _ N Q 0 0 W cv m z O J Q O 0 Q 0 _ c 0 a. V c J c >- 0 o W z = t� L) .J J i Lu J Wam� cn Q M PROJECT NO: 593801 DATE: NOVEMBER 25, 2019 REVISIONS DATE DESCRIPTION 2-6-20 COUNTY COMMENTS 4-8-20 COUNTY COMMENTS 6-24-20 COUNTY COMMENTS 7-24-20 SIGNATURE SET GRADING AND DRAINAGE �P PLAN 7 --.� 5,0 ca m r APPROX. LOCATION OF 4" t D.l. WATERLINE COMPILED PROPERTY LINE P/D: 08 7BO-00-00-0 1200 MCLAUGHLIN LIVING TRUST 30' PRESCRIPTIVE VDOT ZONE: RA t I R.O. W. EASEMENT 0.72 AC t I I I 1 \ J - p6bo 113 D A 2 TC 720.22 7qc ,N - - TIC 720.98 C06PIL-j!5D PPPPRROPERTY-Lly TC 721.65 G� / I / / 721.75 F 724 'P1)0. 08700-q0-00-060A0I / 1 / / 1, 72� COUNTY OF ALBEMAR�E / 1 / ow , ^ 725.94 725.94 TIC 723.57 SCHOOL BOARD l / ZbNE.- RA l /l l / r N ►c � I EP 723.30 / i / N Dq 508, PG. 503 / 1 / l / /o0P TS 7; 2.88AC / / , / A I elM 725.94 oHp , 725.87 FFE 25.94 i C) EP 7; O- FF W) DOOR MAINTAIN 2% CROSS / , SEPTIC -T SLOPE (MAX.) A64OSS / / COVERS/0 II I GRAC HAR[ SCAPE / / , (4) / O / PID: 08700-00-00-06WO / / / / / � 726.92 I- G IeOUNTY OF ALBEMARLEI- / I / SCHOOL B0,4RD / / �I "RED HILL ELEM SCHOOL" / / , r / ry� - MA DB. 5041 f-G. 343 , , 4j II 727.05 BEI MAINTAIN 2% CROSS / _- i i r SLOPE (MAX.) ACROSS HARDSCAPE 724.97 O CQVER_ ) 3' (W) DOOR r i / / r / (� FFE=725.24' i iTf= O/ . • ,. -I 3' (W) DOOR FFE=725.23' I. 1N1 MAINTAIN 2% CROSS 724'98 SLOPE (MAX.) ACROSS l I v n�i11i� 6'(W) DBL. DOOR 1 HARDSCAPE I N - 3'(W)DOOR FFE=725.21' =Ij= FFE=725.24' III -II \ 1 1 I I a I N I= l' 3' (W) DOOR \ 1 1 I SAAIITARY DF. JU CTION BOX, \ - IG FFE=725.24' \ 1 I I FLAGGED BY 0T�ERS (TYP) 1 722.94 6' (W) DBL. DOOR FFE=725.23' Y (W) DOOR FFE=723.20' 1 1 1 1 I o 3' (W) DOOR 3' (W) DOOR FFE=723.20' DOOR FFE=725.23' FFE=7D826' cn CO L ! �" 1 LEVEL v� Novi, CINDER BLOCK FACILITY FFE=719.24' 'REDHILL ELEMENTARY 718.95 SCHOOL \ / 10\ 721.83 FFE721.93 \ \ \ a I ( \ 721.53 \ I I \ N 3' (W) DOOR v v v I I 1 1 721.83 FFE=725.26' I 3' W DO( \ \ 1 I a 20 FFE=725. V A 1 1 \ v I v A v 1 A `\- \ ' 3' W DOOR 3' (W) DOOR \ \ \ I I 1 \ 718.98 r, ( ) \ \ 1 1 I 1 1 I I \ / /�� \ FFE=725.24' FFE=725.25' 721.43 \ \ 1\ II I 1 \ 11 I \ 719.48 721.80 . Nv \721.96 7 \-- MATCH EXIST. MATCH EXIST. ` \' I 1 1 ±719.23 \ ±722.61 \ \18„PVC _- - v vvINV=1713.3Q 1 v v i /iv v MATCH EXIST. i v \ 1 \ \I� 1 1V ✓ir \ \\ MATCH EXIST. I �a ±722.33 ±719.26 v v \ v \ \ \ \ 1 X \ \\ \\ 11 \I \ \ \\ 8�PVC \ 1 \ \ \ \ IA)IV=712.82' \ \ \ \ \ \ \ `\ / �_-_----ems \ EP \ \ \{ \ \ I 720 �' A -719 - __X_ - \ \_ ------ ` -718 ---- `-- MATCH EXIST. �. ±721.32 PID: 087BO-00-00-01000 MCLAUGHLIN LIVING TRUST CIO DANIEL H MCLAUGHLIN & TERESE N MCLAUGHLIN ZONE. RA / 1 0.91 AC APPROX. L OCA TION OF 4 " D.1. WATERLINE t $Cy0 n - rE\ -9U SC - 60,6) MATCH EXIST. or II ±722.26 12' 4P / 725 -� \ 15' PRESCRIPT/VE VD07- = ; _--_, o TER oNP R.O. W. EASEMENT '_ - VAL VE (3 ' ` `�N rEP724 - -�,� _ - ` P _ +P/D: 087B0-00-00-010A0 \EP 1'SCHOOLBOARD COUNTY OF ALBEMARLE .15 \ `- ZONE: RA �-- DB. 706, PG. 497 ------- 17AC 724 / 725 L 794 75 T SD INLET W/GRATE TOP=726.35' INV OUT= 722.35' 12" RCP (SW) SD INLET W/GRATE TOP=723.16' INV IN = 720.95' 12" RCP (NE) INV OUT = 720.64' 15" RCP (SW) SDMH TOP= 725.79' INV IN= 720.16' 8" PV'C (NW) a INV IN=720.17' 15" RCP (NE) o INV OUT= 720.0V 15"' RCP (SE) i 0 PID: 08700-00-00-06400 JAMES F POWELL, JR. ZONE: RA DB. 2246, PG. 461 SDMH TOP= 724.2 1' INV IN=719.36' 15" RCP (NW) INV OUT= 719.28' 15" RCP ,(SE) SD CURB INLET TOP= 722.26' INV OUT= 718.25' 15" CMP (SE) M co 0 a Z SCALE 1 "=20' 0 20' 40' cn 0 00 N N Q Z 00 m ti Z 54 WLn - ix o JQ� U,LL Q O Wc/) � v ~ U � � H Y cf 2 O U L0 >_ U) W J W Z LU U d U CRAIG W. J. K(YrARSKI > Lic. No. 0402048507 k07/24/2020 s` 4NAL:�,��' O L u a, N Old 1` L0 N 0 N > 0 Mo z Q W N N>m Q *t CD imLL N Q 0 O W cv o0 z O J O Q Q _ O 0 a. U? co J LLI � z = v v t»»ttJ J ) W � J 0 0 LLJ W W a m j r- O v) Q M PROJECT NO: 593801 DATE: NOVEMBER 25, 2019 REVISIONS DATE DESCRIPTION 2-6-20 COUNTY COMMENTS 4-8-20 COUNTY COMMENTS 6-24-20 COUNTY COMMENTS 7-24-20 SIGNATURE SET GRADING SPOT SHOTS PLAN C5, 1 104: DI-213 6 ft Throat STA 10+00.00 TOP 724.00 INV OUT 719.32 (103) 730 725 720 715 710 705 102: MH-2 STA 10+35.42 TOP 721.84 INV IN 718.58 (103) INV OUT 718.48 (101) 100: ES-1 for 15 inch Pipe STA 10+57.85 TOP 719.36 INV IN 717.92 (101) 103 3 .�3,O 1p1 CP 22.43, OF@ .04% 15,RCPR VDOT STD. CLASS Al RIPRAP. SEE ILAN SHEET C5.0 735 730 ROPOSED RADE 725 EXISTING GRADE 720 715 710 705 9+50 10+00 11+00 STR104-STR100 PROFILE HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 730 725 204: DI-3B 6 ft Throat STA 10+00.0 TOP 720.02 INV OUT 715.E 7 (203) PROPOSE GRADE 715 20 3 ti0 op P @40o F 710 201 8.00' OF 12" HDPE @ 5.00% 705 7301 202: H-2 STA 10+33.12 TOP 717.03 INV IN 712.85 (221) 725 _INV lh :94 (203) INV OJT 711.47 (201) 200: S-1 for 12 inch ll�ipe STA 10+41.13 TOP 12.23720 INV I 711.07 (201) LEVEL SPREADER NG 9+50 10+00 11+00 STR204-STR200 PROFILE HORIZ SCALE: 1 "=50' VERT SCALE: 1"=5 216: 6 " Cleanout STA 10+07.30 TOP 725.89 INV IN 722.34 (217) INV OUT 722.34 (215) 218: 6 " Cleanout STA 10+00.00 TOP 726.00 INV IN 722.81 (219) INV OUT 722.41 (217) 740 735 730 725 2171 7.30' OF 720 _-6" HDPE @ 1.00% 215 11.84' OF 715 6" HDPE @ 3.00% I 213 38.88' OF 6" HDPE @ 4.50% 710 214: 6 " Cleanout STA 10+19.14 TOP 725.64 INV IN 721.98 (215) INV OUT 721.98 (213) 212: 6 " Cleanout STA 10+58.02 TOP 725.10 INV IN 720.23 (213) INV OUT 720.13 (211) PROPOSED GRADE EXISTIN( GRADE 9S0 �7 s"y �OP @e�F 222: MH-2 STA 10+21.67 TOP 720.40 INV IN 715.85 (211) INV IN 715.24 (223.) INV OUT 715.13 (221) 12+00 9+50 10+00 11+00 STR218-STR222 PROFILE HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 735 730 725 715 710 12+00 735 730 725 715 9+50 226: 6 " Cleanout STA 10+00.00 TOP 725.02 INV IN 722.71 (227) INV OUT 719.46 (225) 224: 6 " Cleanout STA 10+19.27 TOP 724.46 INV IN 718.60 (225) INV OUT 718.44 (223) 222: MH-2 STA 10+21.67 TOP 720.40 INV IN 715.85 (211) I V IN 715.24 (223.) _(221) PROPOSED GRADE EXISTI� GRADE 22 s9�'0 F @ 4 bpF 35 223 8" 75,C @ 4 SOpE 202'. MH-2 STA 10+33.12 TOP- 7'1-7.03--- INV IN 712.85 ( 21) INV IN 713.94 (203) INV OUT 711.47 (201) 10+00 11+00 12+00 STR226-STR202 PROFILE HORIZ SCALE: 1 "=50' VERT SCALE: 1"=5 730 71 71 12+50 0 00 N N Q Z > C� � N 00 m rn >0�111111111111 Z r; O M WJ]f CD J x wL O W U 0 Y M = W U 2 -- w U) W J O U) CD d � r0 Q CRMGW J. KOTARSKI Lic. No. 0402048507 07/24/2020�' ma`s T C1 S, aNA' O m W a, m 06 , ; N inN Q Q � M > Z Q o W 0 0 �o� > N a CD N O O W 04 m z Cl) o J Q o0 0 = o O L?04 N J o Z = W =D C.) Jv0 C/) LLI � W J Q M W W w W/ Q m I.L N J r � Q M PROJECT NO: 593801 DATE: NOVEMBER 25, 2019 REVISIONS DATE DESCRIPTION 2-6-20 COUNTY COMMENTS 4-8-20 COUNTY COMMENTS 6-24-20 COUNTY COMMENTS 7-24-20 SIGNATURE SET STORMWATER PROFILES UP C710 M 0 Lb N O N LO N M N C)C/) O N M W Q Red Hill Elementary School Minor Modification - Onsite Wastewater Treatment and Dispersal System Specifications Distribution Boxes This plan is being submitted under provision 32.1-163.6 of the code of Virginia Concrete Tanks - Treatment and Dispersal System 1. Precast Concrete with 14 ports and does not pose a greater risk of malfunction as defined in the SHDR 350 than current regulatory 1. Concrete tanks shall be suitable for deepburial <6 feet of backfill over the t of the tank lid. 2. Max 24" of cover. Minor Modification designs. General Structural certification of tank design shall be provided to the engineer. 2. Flow Equalization 3. The last 5' of the force main shall be 4" SCH 40 PVC and terminate in the distribution box with an upright SCH 40 TEE or a SCH 40 90 elbow with an 1/a" air relief hole drilled in the top. Sewage Disposal System Design co 0 °04 Q 1. Contractor shall be properly licensed b VA DPOR for installing onsite wastewater treatment and p p y y g a. 4,000 gallon to seam tanks g P PAP 4. Adjustable weirs for all outlet pipes. Z C� dispersal systems in Virginia. Proof must be provided to Engineer prior to working on any component of the system. b. 4' diameter wet well 5. Replace distribution box 2 with a new 12 port concrete box. Adjustable weirs on all outlet pipes. j 3. All seams shall be waterproof.< 2. Modifications or substitutions to the specified equipment or layout must be approved by the N Engineer prior to purchasing equipment, supplies, or installing treatment processes. No 4. Pipe Penetrations -Closed in Boot Seals ASTM C-923, C-1227, and C1644-06. Existing Drainfield 00 m rn substitutions of materials are allowed without the approval of the Engineer. >0�11111111 Z 0 3. Five copies of submittals shall be submitted to the Engineer for approval. Submittals must be 5. Butyl Resin Sealers - ASTM C-990. 1. Septic contractor is responsible for disconnecting drainfi.eld 2 from the dispersal system. Lo CO approved before work begins or materials are delivered to the site. No substitutions of materials 6. Non -shrink Grout - ASTM Cl 107/0 107NL a. Excavate distribution box 2 and 3. Q are allowed without the approval of the Engineer. 7. Tank bedding shall be 8" #68 stone. Tank shall be backfilled in layers with sufficient compaction b. Remove piping from distribution box 2 to distribution box 3 Red Hill Elementary School Modification Design _ �- i �- O 4. Installation of components shall be in accordance to manufacturer recommended installation procedures unless changed in writing by the home office of the manufacturer. Where the (> 95% compaction) to avoid settling. Backfill material shall be free of debris and large stones. c. Replace distribution box 3 with a new 12 port concrete distribution box. 3889 Red H111 School Rd. w U_ U w W U) foregoing standards, recommendations, and specifications are conflicting, said conflicts shall be 8. Riser, Frame, and Lid d. Connect distribution box 2 to existing piping to distribution box 4 and 5 (4" SCH 40 u~i c w brought to the attention of the Engineer. PVC), NorthGar en, VA 22 9 S 9 4 w H CO 5. The contractor shall inspect the site prior to submitting an estimate to the owner. Any potential be By indicates a. Parking or driveway - H2O load rated cast iron riser and lid with concrete riser extension The riser shall be flush with the final„ grade and covered at the surface with a lockable e. Excavate drainfield 2 header pipes and mark dr,ainfield 2 trenches starting point (4 11.17 0 conflicts should reported to the engineer. submitting an estimate the contractor trenches. acres acres0 Q that he has investigated the site and has found no discrepancies with the plans and specifications. An watertight lid. The risers shall be 24 or 30 in diameter. f. Drainfield 2 removal is not part of the septic contract. TM 87-60A 61 64A and TM 87B-1 OA L, � w J w O U) 6. onsite preconstruction conference is mandatory before starting installation of the system. b. Non traffic rate - Ribbed PVC riser (24", 30", 36") with FRP lid The riser shall be 4" > > O Contact engineer to set up an appointment to discuss important aspects of installation. The engineer will not certify the system at the final inspection unless a preconstruction conference is above final grade and covered at the surface with a FRP, lockable (stainless steel screws), End of Specifications Albemarle Count y InO = a done prior to installation. watertight lid.. A water proof tank adapter and adhesive sealant shall be used to connect to the tank. All risers and Lids shall be from the same manufacturer for the entire project 7. The contractor shall provide submittals to the engineer for approval for all materials and - no exceptions. equipment used in the installation prior to purchase or installation. 8. Inspections by the Engineer is required before backfilling any components of the system. 9. Tank penetrations below typical water level shall be bedded in 6" of bentonite. Coordinate inspection requirements at the preconstruction conference. The installation must pass Owner • inspection by the engineer before an operation permit is obtained. The OWNER is Flow Equalization Wet Well and Storage Tanks ' responsible for all inspection fees. The contractor shall fill all tanks with water prior to Engineers start up inspection. Start up of the system shall be performed and all vegetation planted before the 1. Wet Well - 4' Diameter Manhole School Board o f Albemarle County, Virginia final inspection paper work is released to VDH. The contractor shall submit a copy of the VDH completion statement to the Engineer. a. Risers b. Size - 30" Diameter 401 McIntire Rd. 9. Prior to start-up and field-testing, all foreign matter shall be removed from septic tank(s), pump 2. Storage Tanks Number Storage Tanks 2 Room 345 station(s) and all unit(s). a. of - 10. If site conditions vary contact the Engineer. If adverse subsurface conditions are encountered (rock, the Notify "MISS Utility" b. Size - 4,000 Gallons eachc. Seam -Top Seam Charlottesville VA 22902 groundwater, utilities, etc.) contact engineer. prior to excavation. d. Risersi. Contact Albemarle County Public Schools for private utility marking. Size - 24" Diameter F L T H OF 11. The contractor is responsible for maintaining all set back distances as required by local ordinances ii. Location - Inlet and Outlet and VDH. Installations shall be in accordance with VDH Sewage Handling and Disposal Regulations and in accordance with VA Erosion and Sediment control guidelines. 3. The tanks shall be hydraulically connected with one 6" SCH 40 PVC pipes 6" off tank bottom � o c a centered on the short side of the tank. Seal penetrations with cast in place waterproof rubber boot. MICHAEL F. CRAUN anbentonite seal. LICENSE NO. 4. Tank Knockouts 036859 -off o��s 2- Operation and Maintenance a. Wet Well - 2" through PVC riser, 6" inlet/outlet through tank b. Tank 2 - 4" inlet, 6" inlet/outlet S/CNA L 1. The contractor shall provide to the Engineer the installation instructions of all approved c. Tank 3 - 6" inlet/outlet substituted components. 2. The contractor shall provide to the Engineer all warranties and manufacturer information and SYSTEM DESCRIPTION: operation and maintenance manuals for all components before an operation permit can be issued. Flow Equalization Tank Time Dose Pumps and Control Panel Existing Primary Settling 3. The owner is recommended to hire a licensed operator for this onsite wastewater treatment and dispersal system. The owner is NOT required to record a document provided by VDH which 1. Pumps -Effluent submersible pumps (2 each). Pump shall deliver 50 gpm @ 29.5 ft. New Flow Equalization/Dispersal Pumping specifies the requirement for operation and maintenance before an operation permit can be issued. a. Zoeller N140 (115 v, 1 ph, 12 amps) Effluent Submersible Pump Modified Existing Gravity Drainfield - 5,880 SQFT 4. The onsite wastewater treatment system requires a start up period in which more frequent b. Liberty FL51 (115v, l ph, 12 amps) Effluent Submersible Pump Z monitoring and sampling may be required. c. Little Giant WSHM (115V, 1 ph, 15 amps) Effluent Submersible Pump O d. Approved Equal Design Soil Rate: 55-60 min/in @ 20"-72" 2. All electrical connections shall be hardwired in a waterproof junction box. Piping - Gravity Sewer/Effluent Main/Force Main/Air 3. The pumps will be controlled with a duplex alternating pump controller. Pump control shall have Q 1. Schedule 40 PVC pipe shall be e 1 grade 1 lain end conforming to ASTM D 1784 and P P YP , g � P g PLC capable of controlling the pumps b either demand dose or timing and sequencing of um P g P P Y g q g pump The PLC log tt ►t Design LTAR .3 5 GPD/SQFT @ 20 -72 STE > ASTM 1785 with solvent weld joints and fittings. Fittings - Tees, wyes, or other miscellaneous cycles. shall operating hours and pump faults, pump 1 and 2 cycle counter and run fittings shall be of the same material and type as the gravity sewer or pressure sewer. time, float counter for all floats. Panel shall be housed in a lockable NEMA 4x panel box. O 2. Schedule 80 PVC pipe shall conform to ASTM 1785 with solvent weld joints. Fittings - Tees, Internal motor contactor and circuit breaker required. Alarm to be audiovisual. Motor control shall have a manual over ride switch. All high level alarms shall have a time delay function. The Effluent Limits (VDH Permit) - 2,05 8 gpd Average, STE Z LO a, wyes, or other miscellaneous fittings shall be of the same material and type as the gravity sewer or high level alarm shall operate both lead and lag pumps. Floats to be supplied by panel W ti N pressure sewer. P manufacturer. O N 3. Separation of water mains and sewer mains/manhole shall be 10' horizontally measured edge to 4. Control panel shall be mounted on building. M Q edge. Sewer lines shall be 50' from wells. Water lines shall cross 18" above the crown of sewer lines. Where horizontal or vertical separation cannot be obtained the sewer shall be constructed of 5. Control panel should be set to alternate doses between pumps N r > AWWA approved water pipe and pressure tested to 30 PSI in place without leakage prior to a. Pump 1 Lead Select - Off Q Z backfilling. Water lines passing under sewer lines must have 18" horizontal separation. b. Pump 2 Lead Select - Off Q O UJ 4. Gravitysewers prior to primary settling shall be SCH 40 PVC and have a minimum slope of 1 1/a" P P Y g P 6. High Level Alarm and La Pump shall be operated b the different floats. Minimum Run Time is g g P P Y N per 10'. Cleanouts within 10' of building and every 50' (if applicable). 45 seconds N Q 5. Effluent mains after primary settling shall be SCH 40 and have a slope of 6" per 100' minimum. 7. Pump Failure Alternation - (PFailAlt) - set to on. When a pump failure occurs the panel will 6. Force main shall be SCH 40 PVC Pipe (HDPE SDR11 with substitution request). Nineties shall automatically switch to the other pump. m Q have a concrete force block. 8. Timer Settings L L Q 7. Installation of piping and fittings shall be installed in accordance to manufacturer recommended a. High Level Alarm Delay 10 minutes - b. Timer 1 On/Off - 2,058 gpd - 12 doses per day - 171.5 gal per dose - 50gpm 0 Q installation procedures unless changed in writing by the home office of the manufacturer are C. 3:26 min on, 1:57 hours off N Z provided to the Engineer. d. Timer 2 On/Off - 2,058 gpd - 12 doses per day - 171.5 gal per dose - 50gpm W O J •• e. 3:26 min on, 1:57 hours off r ■ O Precast Concrete Manholes 9. Floats (from bottom of wet well) C ■ ( O 1. 4' Diameter Pre -Cast Reinforced Concrete Manholes ASTM C 478 - flat top lid. The manhole a. Redundant Level Alarm - 8" -4*and all seams must be water proof. nd Off b. Timer On and Off - 12.5" c. Override Timer - 43" a U? Cn J 2. Manhole bedding shall be 8" #68 stone. Tank shall be backfilled in layers with sufficient d. Lead/Lag On - 53" O O compaction (> 95% compaction) to avoid settling. Backfill material shall be free of debris and e. Alarm - 63" O Z = large stones. 10. Floats to be installed on a 1 PVC float tree secured to the riser. � � 3. Riser, Frame, and Lid a. Floats shall be attached to the float pole with an easily adjustable float collar. The float collar O N a. Parking or driveway - H2O load rated cast iron riser and lid with concrete riser extension. shall be plastic and adjustable with a locking float wire clamp mechanism. The contractor shall J W V J The riser shall be flush with the final grade and covered at the surface with a lockable, not use tape, cable ties, or any other substandard attachment mechanism. J M J watertight lid. The risers shall be 24" or 30" in diameter. b. Neatly coil up extra float wiring - DO NOT CUT. Float wires shall be permanently labeled in the 0 b. Non traffic rate - Ribbed PVC riser (24", 30", 36") with FRP lid. The riser shall be 4" tank, junction box, and control panel. cL W above final grade and covered at the surface with a FRP, lockable (stainless steel screws), Q UJ watertight lid. A water proof tank adapter and adhesive sealant shall be used to connect All Lids from W to the tank. risers and shall be the same manufacturer for the entire project Q~ m r - no exceptions. J O O 4. Integrally Cast Concrete Manhole Connectors (flexible boot) ASTM C 923. Page Q M 5. Non -shrink Grout - ASTM C1107/Cl 107M. 6. Butyl Resin Sealers - ASTM C990-91 Sewage Disposal Specifications C8.1 PROJECT N0: 593801 DATE: FEBRUARY 14, 2020 7. Manhole Joint Gasket -ASTM C443 REVISIONS 8. Penetrations below typical water level shall be bedded in 6" pack of bentonite. Sewage Disposal Site Plan C8.2 g p DATE DESCRIPTION 03/09/20 BID/PERMIT SET Sewage Disposal System Details C8.3 SEWAGE DISPOSAL SPECIFICATIONS 7 Old Dominion Engineering a� 366 S. Linden Avenue Waynesboro, Virginia 22980 ti (540) 942-5600 olddomeng@ntelos.net KEY PLAN N M In 0 0 N O N LO N SEWAGE DISPOSAL SYSTEM NOTES: 1. THIS SEWAGE DISPOSAL SITE PLAN CONTAINS DETAILS REGARDING THE SEWAGE TREATMENT AND DISPOSAL SYSTEM ADDITIONS AND MODIFICATIONS. THE WORK IS REGULATED UNDER THE VIRGINIA DEPARTMENT OF HEALTH. FOR SITE PLAN SPECIFICS (INCLUDING FINAL GRADING PLAN) REFER TO THE TIMMONS GROUP SITE PLAN. 2. INSTALLING CONTRACTOR MUST HAVE VADPOR ONSITE SEWAGE SYSTEM INSTALLER LICENSE. 3. NO CHANGES TO LAYOUT WITHOUT ENGINEER APPROVAL. 4. MANDATORY ONSITE PRECONSTRUCTION CONFERENCE WITH ENGINEER BEFORE STARTING ANY SEWAGE DISPOSAL SYSTEM CONSTRUCTION. 5. ENGINEER INSPECTION REQUIRED BEFORE BACKFILL. 6. EXISTING DRAINFIELD AREAS SHOWN ARE APPROXIMATE. DB# - DISTRIBUTION BOX # JJ. 1)1Jl,U1N1Nhk,1 JrhF1IU 1AIN&TT4 rKU1V11)tiUA0. (,U1N1vL1;1 �ihF1lt, 1AIN&7F4 1U t'LUW hyUALIL,AIlU1V 1Alvli. S6. DISCONNECT DRAINFIELD 2 BY REMOVING DBOX3. MARK STARTING LOCATION DRAINFIELD 2 TRENCHES S7. REPLACE DBOX2 AND RECONNECT PIPING TO DRAINFIELD 1 AND 3 CONNECT DBOX1 TO DBOX2 AND S8. CONNECT DBOX1 TO DBOX2. S9. CONNECT DBOX1 TO DBOX6. S 10. REPLACE EXISTING CLEANOUT WITH TRAFFIC RATED CLEANOUT. S 11. REMOVE PIPING FROM MOBILE CLASSROOMS TO MAIN SEWER LATERAL. CAP AT MAIN LATERAL. S 1 SCOPE OF WORK ITEM SCALE: V = 25' Old Dominion Engineering 366 S. Linden Avenue Waynesboro, Virginia 22980 (540) 942-5600 olddomeng@ntelos.net COO U w I U C LU J Uj N 0 O N N Q Z 0 W N D O CO a) Z , O� U M OfC) _� W ,L W U)cM Yqt c) w W 3:O � a Ar � L T H OF o a U MICHAEL F. CRAUN LICENSE NO. 036859 4�7 LSIONAL ENG\� Z O H a 0 z w oc 2 r 0 W J J 0 W w 0 U U) H U LiJ H 2 U W J W U) O 2 L0 L0 N N Q qw� > O Z W o p o � N Q m � _ LL Q � 00 N m Z o J p O 0 Q O O L N J cv O c F- O ~' O cn LU C.� J -10 w J a Q p w�� W Q m O V) Q M PROJECT NO: 593801 DATE: FEBRUARY 14, 2020 REVISIONS DATE DESCRIPTION 03/09/20 BID/PERMIT SET SEWAGE DISPOSAL SITE PLAN c1le -7 ;-J C812 co 0 0 N O N N TRAFFIC RATED CLEAN OUT COVER 3000 PST CONCRETE TRAFFIC SURFACE MIN. 4 4" SCH 40 PVC PIPE " SCH 40 PVC PIPE 4" SCH 40 PVC CLEANOUT CAP GRASS 6"MIN. - 4" SCH 40 PVC PIPE 4" X 4" SCH 40 PVC WYE TRAFFIC AREA NON TRAFFIC AREA INCLUDING WALKWAYS/SIDEWALKS PVC SEWER PIPING CLEANOUT 1 SECTION VIEW FRP COVER r r r r 24" ID SEALING GASKET r . r + HEIGHT AS REQUIRED 30" ID SELF TAPPING SCREWS \ r r AS REQUIRED ADHESIVE ACCESS OPENING PVC RISER TO ACCESS OPENING DETAIL 36" ID t AS REQUIRED 24", 30119 36" DIAMETER PVC RISER WITH FRP LID SECTION VIEW Not To Scale NOTES: 1. BEDDING AND INITIAL BACKFILL - SELECT CLEAN FILL 2. FINAL BACKFILL - SELECT CLEAN FILL PIPE TRENCH DETAIL 4 SECTION VIEW CONTROL PANEL NUMBERING CP1 - FE TIME DOSING Not To Scale ,CTRICAL CONDUIT P TO BUILDING 4' OC i NOTES: 1. SEAL CONDUIT WITH WAX OR CONDUIT SEAL 2. USE WATERPROOF WIRE NUTS 3. LABEL CONTROL PANEL 4. USE STANDARDIZED WIRE COLORS 5. INSTALL ON BUILDING IN DESIGNATED LOCATION (SEE SEWAGE DISPOSAL SITE PLAN) 6. PANEL TO BE LOCKABLE CONTROL PANEL LAYOUT 5 ELEVATION VIEW Not To Scale Not To Scale FLOW EQUALIZATION WET WELL D BOX #1 DRAINFIELDS 1-3 DRAINFIELDS 4-6 2400 SQFT 3480 SQFT NOTES: 1. USE # 14 CONCRETE D BOX DBOX SCHEMATIC 6 SCHEMATIC VIEW Not To Scale / TANK LID TANK WALL 3/4" MASTIC SEALANT (ASTM C-990) TOP SEAM TANK JOINT DETAIL SECTION VIEW Not To Scale HIGH PRESSURE SI (ASTM 1227) (ASTIV 6" BENTONITE PAI 6" SCH 40 PVC 0 4' DIAMETER WET WELL A DETAIL C8.3-8 HIGH PRESSURE SEALS (ASTM 1227) (ASTM 923) ALL PENTRATIONS IN 6" BENTONITE PACK CONCRETE TANK 24" (MIN) RISER 2 PER TANK EXISTING771 ; =; SEPTIC TANK 2 DETAIL_ °:.: DETAIL AND C8.3-10 - C8.3-9 SEPTIC TANK 4 TWO 4,000 GALLON CONCRETE TANKS HYDRAULICALLY CONNECTED NOTES: 1. FLOAT SETTINGS BASED UPON 68.5 GAL/IN OF TANK. PROVIDE ACTUAL GALLONS PER INCH TO ENGINEER. 2. CONTROL PANEL 1 LOCATED ON BUILDING IN DESIGNATED LOCATION (SEE SEWAGE DISPOSAL SITE PLAN). 3. EASY ACCESS TO VALVES AND UNIONS 4. DEEP BURIAL TANK REQUIRED (< 6 FOOT OF BACKFILL OVER TOP OF LID) TOP VIEW BRING TO 4" ABOVE GRADE WITH PVC RISERS / AND FRP LID \ (/ cnnrIzr r%e%11Mr rrc+rnc� cinmrr \ NOTES: 1. FLOAT SETTINGS BASED UPON 68.5 GAL/IN PER TANK. PROVIDE ACTUAL GALLONS PER INCH TO ENGINEER. 2. CONTROL PANEL 1 LOCATED IN MECHANICAL ROOM 3. STRAP ALL PIPING TO TANK WITH PLASTIC STRAPS AND STAINLESS STEEL ANCHORS 4. LEAVE EXTRA FLOAT AND PUMP WIRING COILED IN RISER 5. EASY ACCESS TO VALVES AND UNIONS 6. DEEP BURIAL TANK REQUIRED (< 6 FOOT OF BACKFILL OVER TOP OF LID) SECTION VIEW STORAGE PUMP TANK 4,000 GALLON TOP SEAM CONCRETE TANK 6" SCH 40 PVC 6" SCH 40 PVC TEE FLOW EQUALIZATION PUMP TANK 2 X 4,000 GALLON TOP SEAM CONCRETE TANKS 4' DIAMETER WET WELL 24" MINIMUM OPENING 8" COMPACTED STONE ASTM D448 #68 Not To Scale 24" MINIMUM OPENING USE ADHESIVE BETWEEN RISER AND ADAPTER EXISTING SEPTIC TANK 2 AND SEPTIC TANK 4 HIGH PRESSURE SEALS (ASTM 1227) (ASTM 923) 8" COMPACTED STONE ASTM D448 #68 6" SCH 6" SCH 40 PVC TEE 6" BENTONITE PACK PRECAST WATERTIGH BOOT WITH STAINLESS FOR PIPE PENTR 8 TOP VIEW Not To Scale BRING TO 4" ABOVE GRADE WITH PVC RISERS AND FRP LID (SCREW DOWN RISERS WITH STAINLESS STEEL SCREWS ADAPTER CONCRETE TO PVC RISER r 72" NO SLOPE ON 6" PIPE ACROSS BASINS - 2" SCH 80 UNION LL VALVE 2" SCH 40 TEE D BOX #1 2" SCH 40 PVC 30" PVC RISER AND FRP LID FLOW EQUALIZATION WET WELL 4' DIAMETER WET WELL Not To Scale 30" MINIMUM OPENING 2" SCH 80 UNION, 2" SCH 40 BALL VALVE DETAIL C8.3-8 GROMMETS FOR ALL RISER PENETRATIONS WATERPROOF JUNCTION BOX WITH CORD GRIPS SEAL CONDUIT WITH NON HARDENING SEALER CONTROL PANEL 1 -,a- 6" SCH 40 PVC 6" - - - - - - J - rt HIGH PRESSURE SEALS / PRECAST WATERTIGHT FLEXIBLE BOOT WITH STAINLESS STEEL BAND FOR PIPE PENTRATION (ASTM 1227) (ASTM 923) 6" BENTONITE PACK NOTES: 1. FLOAT SETTINGS BASED UPON 68.5 GAL/IN PER TANK. PROVIDE ACTUAL GALLONS PER INCH TO ENGINEER. 2. CONTROL PANEL 1 LOCATED IN MECHANICAL ROOM 3. STRAP ALL PIPING TO TANK WITH PLASTIC STRAPS AND STAINLESS STEEL ANCHORS 4. LEAVE EXTRA FLOAT AND PUMP WIRING COILED IN RISER 5. DEEP BURIAL TANK REQUIRED (< 6 FOOT OF BACKFILL OVER TOP OF LID) 6. FLOAT HEIGHTS FROM BOTTOM OF WET WELL. SECTION VIEW FLOW EQUALIZATION WET WELL 4,000 GALLON TANK AND 4' DIAMETER WET WELL 2"SCH 40 PVC - D BOX #1 2"SCH 40 PVC HIGH LEVEL ALARM FLOAT 63" LAG PUMP ON - 53" OVER RIDE TIMER ON - 43" CHECK VALVE 3/16 VENT HOLE 24" TIMER 1 ON 12.5" REDUNDANT OFF/ LOW LEVEL ALARM 8" ,per PVC FLOAT TREE o oo 4' DIAMETER WET WELL MANHOLE DUPLEX EFFLUENT PUMPS DUPLEX TIME DOSE CONTROL PANEL 8" COMPACTED STONE ASTM D448 #68 Old Dominion Engineering 366 S. Linden Avenue Waynesboro, Virginia 22980 (540) 942-5600 olddomeng@ntelos.net Not To Scale %N (D = D 00 00 m Z O� U� �o v _ 122 w � O w W U) co w Uj Y M = � � U C0 W J OUj = O Loa F L T H OF o U MICHAEL F. CRAUN n LICENSE NO. -0 036859 �0 ASS/CNA L Z 0 O Z L0 W M Lp CN N M \Q r / 0 LU Q N M N : ♦♦Q V IMLjL _ O p M Z W o J -� V� O Q Q oc a p = O _ V w LA2 in N o F- p O W �C)Cn J w t� J J J O Q 0 Uj W Ce L U r Cn Q M PROJECT N0: 593801 DATE: FEBRUARY14,2020 REVISIONS DATE DESCRIPTION 03/09/20 BID/PERMIT SET SEWAGE DISPOSAL SYSTEM DETAILS Ole C8,3 11------------------------- 1 CATION OF 4 ROPERTY LINE _---------------- !t PROX. R E MPILEO P VE VDOT ------- AP ATE CO CRIPTI ---- 1 FlI � ---- p.l. W � 30' PRES SENT �- R.p W EA ---- ------ -------------- / / 11 i i i i i i i i i i i i APPfROLOCgTION OF 4" p.l. qPVV TERLINE W �� \ �'---------1------ PLANT KEY TREES BOTANICAL NAME PLA OCC PLATANUS OCCIDENTALIS EVERGREEN TREE BOTANICAL NAME JUN EAS JUNIPERUS VIRGINIANA \I 0 rA 11 62 - SCALE 1 "=20' 0 20' 40' 0 00 N N Q Z N m � OM LLJ JQ� LIU w� W CD F M L Q co ww �O o = Loa CONFORMED SET, NOT FOR CONSTRUCTION, FOR CONVENIENCE ONLY 0 U U) H U W H 2 U Q w J w U) O 2 W DC a, Lc) co NLc) Q N > 0 Z Q oM � W N N>m :ft Q N 0 W cv M z c J Qooa 0 _ c O � L9 V � co J CN o cf)� � Fes- O Lu Z = J v C:) cf) J i W J C:) 0 Q W W WQmCD V) Q M PROJECT NO: 593801 DATE: MARCH 09, 2020 REVISIONS DATE DESCRIPTION 03/09/20 BID/PERMIT SET 04/13/20 CONFORMING SET LANDSCAPE PLAN "f Ll 0 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, CUT AWAY ALL BALLING ROPES. REMOVE BURLAP OR WIRE BASKET FROM TOP Y3 OF BALL. IF CONTAINER GROWN, REMOVE CONTAINER AND CUT CIRCLING ROOTS 1:1 SLOPE OF SIDES OF PLANTING HOLE SCARIFY SIDES BEFORE PLANTING TAMP SOIL AROUND ROOTBALL BASE FIRMLY WITH FOOT PRESSURE SO THAT ROOTBALL DOES NOT SHIFT DECIDUOUS TREE - STAKING SPECIFIED NOT TO SCALE NOTE: STAKE EVERGREENS 6' OR TALLER, ON SLOPES, WITH LARGE CROWNS, OR IF LOCATED ON WINDY SITES. REMOVE TAGS, LABELS, AND PLASTIC SLEEVING. DO NOT STAKE UNLESS NECESSARY (SEE NOTE). DO NOT WRAP TRUNK 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. PRUNE SUCKERS 1:1 SLOPE ON SIDES OF PLANTING HOLE SCARIFY SIDES BEFORE PLANTING PLACE ROOTBALL ON UNEXCAVATED OR TAMPED SOIL 3 X ROOTBALL DIAMETER EVERGREEN TREE PLANTING - NO PIPE NOT TO SCALE ral N O N Q) O N =W ROOT BALL GA UGE GALVANIZED WIRE 3-2"x2" HARDWOOD STAKES GALVANIZED WIRE GUY 12 GAUGE. ALLOW FOR A SLIGHT AMOUNT OF MOVEMENT 8' 2"x2" HARDWOOD STAKE, 2'-6" MIN BELOW SURFACE. STAKE SHALL BE DRIVEN A MIN 18" OUT FROM TRUNK AND OUTSIDE OF ROOTBALL 2-3" MULCH LAYER TO EDGE OF DRIPLINE. KEEP 4-6" AWAY FROM TRUNKFLARE SET ROOTBALL FLUSH TO GRADE OR 1-2" HIGHER IN SLOWLY DRAINING SOILS. DO NOT COVER THE TOP OF THE ROOTBALL WITH SOIL. ROOTFLARE SHALL BE VISIBLE ABOVE FINISHED GRADE 6" SAUCER BACKFILL PLANTING PIT WITH NATIVE SOIL. INCORPORATE SLOW -RELEASE GRANULAR FERTILIZER 1" COMPOST LAYER PLACE ROOTBALL ON UNEXCAVATED OR TAMPED SOIL NOTE: ONLY STAKE TREES WITH LARGE CROWNS, 2" CALIPER OR GREATER, IF LOCATED ON WINDY SITES, OR WHERE TAMPERING MAY OCCUR. PRUNE CODOMINATE LEADERS RUBBER HOSE GALVANIZED WIRE GUY 12 GAUGE. ALLOW FOR A SLIGHT AMOUNT OF MOVEMENT 2"X2" HARDWOOD STAKE Z-6" MIN BELOW SURFACE. STAKE SHALL BE DRIVEN A MIN 18" OUT FROM TRUNK AND OUTSIDE OF ROOTBALL IF FIELD GROWN CUT AWAY ALL BALLING ROPES. REMOVE BURLAP OR WIRE BASKET FROM TOP % OF BALL. IF CONTAINER GROWN, REMOVE CONTAINER AND CUT CIRCLING ROOTS 1" COMPOST LAYER BACKFILL PLANTING PIT WITH NATIVE SOIL. INCORPORATE SLOW -RELEASE GRANULAR FERTILIZER 2-3" MULCH LAYER, MULCH TO EDGE OF DRIPLINE. KEEP 4-6" AWAY FROM TRUNK FLARE 6" SAUCER TAMP SOIL AROUND ROOTBALL BASE FIRMLY WITH FOOT PRESSURE SO THAT ROOTBALL DOES NOT SHIFT PLANT SCHEDULE TREES QTY BOTANICAL NAME COMMON NAME MIN. INSTALLED SIZE ROOT PLA OCC 1 PLATANUS OCCIDENTALIS AMERICAN SYCAMORE 2.5" CAL. B&B EVERGREEN TREE QTY BOTANICAL NAME COMMON NAME MIN. INSTALLED SIZE ROOT JUN EAS 13 JUNIPERUS VIRGINIANA EASTERN RED CEDAR 6'-8' HT. B&B 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% GROSS PARKING AREA 4,522 SF 4,522 x .05 = 226 SF 226 SF 505 SF INTERIOR PARKING LOT LANDSCAPING REQUIREMENTS * per Sec. 32.7.9.6 of the Albemarle County Code REQUIREMENT PARKING LOT SPACES CALCULATIONS REQUIRED PROVIDED 1 LG. OR 1 MED. SHADE TREE PER 10 PARKING 9 PARKING SPACES 9/10 = .9 1 LG. OR MED. SHADE TREE 1 LARGE SHADE TREES SPACES GENERAL NOTES PRE -CONSTRUCTION • CONTRACTOR IS RESPONSIBLE FOR CONTACTING "MISS UTILITY" AT 1.800.552.7001 FOR LOCATION OF ALL UTILITY LINES.TREES SHALL BE LOCATED A MINIMUM OF 5 FEET FROM SEWER/WATER CONNECTIONS. NOTIFY LANDSCAPE ARCHITECT OF CONFLICTS. • VERIFY ALL PLANT MATERIAL QUANTITIES ON THE PLAN PRIOR TO BIDDING, PLANT LIST TOTALS ARE FOR CONVENIENCE ONLY AND SHALL BE VERIFIED PRIOR TO BIDDING. • PROVIDE PLANT MATERIALS OF QUANTITY, SIZE, GENUS, SPECIES, AND VARIETY INDICATED ON PLANS. ALL PLANT MATERIALS AND INSTALLATION SHALL COMPLY WITH RECOMMENDATIONS AND REQUIREMENTS OF ANSI Z60.1 "AMERICAN STANDARD FOR NURSERY STOCK". IF SPECIFIED PLANT MATERIAL IS NOT OBTAINABLE, SUBMIT PROOF OF NON AVAILABILITY TO THE ARCHITECTS, TOGETHER WITH PROPOSAL FOR USE OF EQUIVALENT MATERIAL. • PROVIDE AND INSTALL ALL PLANTS AS IN ACCORDANCE WITH DETAILS AND CONTRACT SPECIFICATIONS 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. COO U w I U Q 0 co N N Q z (D 0 !Y N D 00 m M Z ti O C� � o Q� 2 w U_ w r P C/) 'C'To W co Y co Q U) w W O o d CONFORMED SET, NOT FOR CONSTRUCTION, FOR CONVENIENCE ONLY O U) H U w U Q w J W 0 O W a, M 06 NL0 Q N Q Qr M Z Q o W � N CD N Q 0 N 0 W N m z Cn CC:) J Q 0 Q 0 = 0 0 a. � L9 V � in j C Q o Z = LU U J v O j J LLJ j w J �wMw a a W W w� C Q M PROJECT NO: 593801 DATE: MARCH 09, 2020 REVISIONS DATE DESCRIPTION 03/09/20 BID/PERMIT SET 04/13/20 CONFORMING SET LANDSCAPE NOTES AND DETAILS UP L2,0 Q 00 0 O N O N O N The Stonco Area right feati-ires energy saving LED technology ideal for pole mounted area lighting applications. The Area light Is available with Type 3, d and 5 distributions in three lumen packages, providing up to 26 000 lumens Ordering guide Wttia{f. Lat:�1?f: GeRr+o fYP• rare Example: AL-160-MW-01-AR-3-"Z ►twtlaeMa Wam p Laorow-earti "M Mourstiri OMrlbullon Mdaliq tonsNe pwo 91 El NYV = AL AMLIft 100 1DOW Ilal-01 NamtslWhl1a4000K. ARI Atmmourbng 3 Type3 8 12D-277't'olb - Norte nsensor az Bmme 19a 130w 70cItI,GutoraWnl 4 TyPe4 Near M anon safe" zoo 200W 5 IyPos t Mouth WesWatepdaAdaplarincludeolfor 0round pdaz 2. IMPI Is walabla with AL-200 typo 3 end 4 onll Product Speciflcatlone Housing Aluminum dle-ast housing with attachable arm. Arm haeremo►able cover for ease of wire ccnnoctbxt. Ip Rating LED light engine rateo IP6A Driver compartment rated to IP65 vibration Resistance 3G vibration rating that conformG to standards sec fnrtn by ANSI Ct39.31. Testing Includes vibration to 3G acceleration In al I three axes. Electra<ir Driver emclency (ae0% at full load). Avalk3Gle In 120-277V. IPffa eompaent driver. FPiHS compliant. surge protector standard. 1OKA per ANSI/ IEEEC62.41.2. LED Board and Army 140, 21-5or 2d0 LEDs. Colt:r temperature 4004K. +/- 260K. Minimum C:RI of 70. Metal yore substrate. Optical System Type 3, 4. and 6 dlstrtbutlons available. LED Thermal Management The h ousing d9slgn allows the one Fdbce housing to provide excellent thermal management criticsl to bong LED system life. InMitred Motion Response Integral IMRI module Is a passive Infrared (PIR) mc-tion sons-x mounted Integral on drlvw envyosure and Is avellabl a with a sanw� r lens type to b: t.omwdate mounting heights up to 4o'ancioccupancy ,verage area up t o 2,600 sq.tt (60' In diameter). Motion response for option IMRI Is set/operates In the Tollc+wing fashion: When motion Is detected by the PIR senscc the luminalre goes CCU full power/ light output Damming on IuM is rectory set to 30% with 5 minute def putt In "full power- prior to dln-ring hack to low. When no motion Is detected for 5 minutes. the motbfn response system reduces the wattage by 7096. to 301s of the normal constant wattage reducing the 1101 t level. 5ton_o-Areaiight-Spew Sheet teww.6tX)nc0,c0m Cr4,'19 page I of 2 00 77 0 N O N t'A N Mounting Standard Iuminalre»rm mounts to square poles. Round p-Ae adaptw Included with Avery lurnmaire designed fix 4' OD p•aes. Enar17y:,aAnp Beneftts System effkacyUp to 1261ms/W with slgtTlftt:ent energy savinge ever Pulse Start Metal Halide luminaires. usu ngs UL/cUL listed to the UL 1598 standard, suitable for Wet Locations. suttabi a for use In ambient 1t orn -40" to 401C (-40° to 1WF ). All product connguraticri s are DeslgnLlghte ConsorttUme' quaitr197. FfMsh Each lumInalro recelves a fade and abrasion resistant. electrostatic&1y applied, thermally cured, trlglycidal Ieocyanurate(TGIC)textured polyester powderu?at flnish. standerd color 16 bronze (8Z). LIMIted wart-" Luminalres, LED arrays. ono dr Iwr6 are all covered ty a 6-year tinned warranty see phuips.eom/ warranUes for detalls. tAL100/AL150/AL200 Up to 26,000 lumens LED Wattage and Lumen Values LED Area light - LtanO& (Bracy Lasses MkKY Lanett Q"Wa SOON% OM ft"V SMMIW "M art` 106rftg t�LPW) ALa0011��AR MC Z'D 4000K 39 C 373 113 u0 CO tN t7.192 93 1110 G3 43 U,133 iM UO O 13: AINO-Mw-6}AR ?I6 7150 400W Its to 3115 as.uo G3 IX it 324 93 ua W W Is.= U U& M C9 IAL200leaF6MAa 7e0 ADO 4000k Is? 243a7 86uo GAI V 74f09 83 110 G3 V7 760%0 a*-U& 0 U2 1 � ats0 Wron cites telex rety ay Sap to LEC trunufe:ttr. lor�aq aolt>tOaCwC6aan 4ai0 aIItC1YK a:mPatanaa Wattago:h�am rs aratago- for L*7Y et4ott� F 7V �q.e MWsunrC watta®a ttw rmy � to aenasdn w rryta vdasse 7 Lutt•n Valuers band! or. phWaMWIst WM Watsoy 11%c7rtp[vn:a arty I15eA LM 79, GWAd Otlldoar4g-t rs ape KW*nsYgttlps tothfatlwau or adctcedl mtormxsDr, Predicted Lumen Depreciation Data Pr"cted perforMa r.e ae+lved ITM LED manufacture s data and an;ItteerI g des gyp.. astlrnates, based on IESNA �.M-60 tnethouology. ActUW experlen e may vary due to Held aWll:asion ConOlticrrs. 1-710 is the predicted :Ilse when aD perrormance depreciates to or% cr Initial lumen output. •ZaICUlated per IESNA T %12" -11. -. D!5hed L 73 hours Ilmiten to 6 Vir'es actuw -ED test hours ) C :lOmA wonN -01000 •,A c43c 771L 23 C . C m A t130cItA -et 000 !A C4A' t7t _ 23 t -a 3e0041 A ':.4 roc - - rfi 1 Rastfed peAonnattts owtaod ltpw:fI-anv a:Wrars 6faadet�lM-►.60r��.c9tm11?. tassOd an CSlM I/i Wll�inOcloajr ACW sWifeetfa may my" to hW 4pplr4n>n :xOttons 2 LM t% Me pWkftd OM wren LED p1rkrma^c4 ovprccau-s ec• 10%ol ARWl Lrrwr o t;trt ] r+r �^^ pw IESIat tin 7t a AoOsrasa L t� gouts IrrW t� G trx•s x Wa t EC tal nouc Dimensions AL100 LLMNAIR£ tet<+;<n - 7.516s I' 4.41 ALtSO 6 AL200 Polo Top Fitter Q3.6" Pole tap rtttar fits 2-V I w 2-VT 00 a 4• davO tenon for up to 4 kuniwiraa at We Orda: Coda PTT2-ALWA%L2 -A-90-67 00 4r [at)mm] / 6imtn] [34[mr'a) 3 6' [89na11] LI• [4t [e?2mw) POLE DR L71WUli [73ttmj L UMAA K WEIGHT - 14 to 18 3 k9j I LUM AIK EPA - 0'4Wt' [O.PL M-1 19-A' [492tnn�� ix.rrrVr sn rtttstetaeinn Frsr2n+.�wtssO SnhwAr. tttrc� 19i4 Lighting kmljr Photometric Report (Type Cy F'iler.arr.�: s a120u-nw-gl-4-B.ies 7TESTLA[3) Standard -Tech Co. Ltd .ISSUELATE' 2017-06-07 09:50rV 'MkgUFAC} ,SIGNIFY STONCO .1:UMCAT) AL200-NIN-GI-AR-4-9-8Z T UMINATRE: STONCO AREA LTC-H-, TYPE, 4 C)F`i'LL:S Maximum Candela = 1981.31.99 at 60 H 65 V Classification: Road C'1as:;_fi•_atian: Type IV, Short, N.A. (deprecated) pwarel elacte Light Ra.tlu; J.UQ ' .Ihllnalre Efficacy Rating 4LER) : 1-2* Maximum UGR: N.A. ,ndanr C:laRsification: Direct BUG Rating : B3-UO-G3 Zone Lumens FL 10-30) 2383.2 FM 130-60) 7342.1 F11 460-80) 46'75.4 FVH (80-90) 282.9 BL 10-30) 1984.5 BM 130-60) 4985.6 BH IfiU-601 2074.2 AVH (80-901 80.4 .I:i 1100-180) C.v ':'dta1 2 4 1 U 8 BUG Rating B3-UO-G3 %Lamp N.A. N.A. N.A. N.A. N.A. N.A. N.A. N.A. N.A. N.A. N.A. ''i Lutm 9.9 32.1 19.4 1.2 7.8 70.1 8.6 0..1 C• . O i J I.,- .1a,. r] l t . . 1 ..el,. _ . •l1..: ,...' ... .. r �,.,_.'.:_r!. '. :. THIS LUMINAIRE IS A FULL CUTOFF FIXTURE. O M N CO O N O to Z M Z W Q LL W W u 4 Y tT J LL O co Z W Z O OD M a T H OF � 1 c BRIAN C. WELLS � a Lic. No. 046269 -A 01/27/2020 SS70NAL E41 Oct>MM z W W J W J J N O 1 O I 1 N O W 00 z lassase W O W Q Fassa O U rn H U Lu 2 U W Q } W J W In O LO N N J z OW Op U �O az �o �Q z0 O W I 1tttJ = Q W 2W W m """"M rttt i Q M PROJECT NO: 593801 DATE: JANUARY 27, 2020 REVISIONS DATE DESCRIPTION SITE PLAN PHOTOMETRICS - FIXTURE CUTSHEETS SPOm2 CAP �-e% 0-ate