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HomeMy WebLinkAboutSDP201900056 Plan - Revision 2021-05-14SITE DATA: ENGINEER: TIMMONS GROUP 608 PRESTON AVENUE, SUITE 200 CHARLOTTESVILLE, VA 22903 TELEPHONE: 434-327-1681 CONTACT: JONATHAN SHOWALTER, P.E. JONATHAN.SHOWALTER@TIMMONS.COM TAX MAP PARCEL: 05600-00-00-017CO LIMITS OF DISTURBANCE: 0.83 ACRES SETBACK: 75FRONT 25' SIDE 35REAR ZONING: RURAL AREA, ENTRANCE CORRIDOR (EC) OVERLAY ZONING DISTRICT THIS PROPERTY IS SUBJECT TO THE APPROVED CONDITIONS OF SPECIAL USE PERMIT SP201700026. MAGISTERIAL DISTRICT: WHITE HALL SOURCE OF BOUNDARY AND TOPOGRAPHY: TIMMONS GROUP. 28 IMPERIAL DRIVE STAUNTON, VA 24401 (540)-885-0786 SOURCE TOPOGRAPHY: TIMMONS GROUP, JULY 25, 2019 DATUM: HORIZONTAL: NAD83 VIRGINIA STATE GRID SOUTH ZONE VERTICAL: NAVD88 ESTABLISHED THROUGH LEICA SMARTNET SITE AREA: 75.0 ACRES PROPOSED USES: ADA RAMP AND SOFTBALL FIELD IMPROVEMENTS BUILDING AREA: FOOTPRINT APPROX. 412 S.F TOTAL (FIELDHOUSE) MAXIMUM STRUCTURE HEIGHT PERMITTED: THIRTY-FIVE (35) FEET. PROPOSED BUILDING HEIGHT: 14'-8" PARKING REQUIREMENTS: 0.23 SPAES/STUDENT (PER ITE PARKING GENERATION MANUAL 1,055 STUDENTS 1,055 X 0.23 = 243 PARKING SPACES PARKING PROVIDED: 415 (EXISTING) + 4 SPACES = 419 PARKING SPACES EXISTING IMPERVIOUS AREA (WITHIN PROJECT LIMITS): 0.26 ACRES PROPOSED IMPERVIOUS AREA (WITHIN PROJECT LIMITS): 0.39 ACRES WETLAND IMPACTS: NONE WATER SUPPLY: ACSA SANITARY SEWER: ACSA DRAINAGE DISTRICT: RIVANNA THERE ARE NO CRITICAL SLOPES LOCATED WITHIN THE PROJECT LIMITS. THERE ARE NO CONSTRUCTION ACTIVITIES PROPOSED WITHIN THE 100-YR FLOODPLAIN. THE SITE IS LOCATED IN A WATER SUPPLY PROTECTION DISTRICT. WAHS SITE IMPROVEMENTS SDP201900056 MINOR SITE PLAN AMENDMENT #1 TO SDP201700073 (REFERENCE WP0201900054) COUNTY OF ALBEMARLE, VIRGINIA WHITE HALL DISTRICT 05/13/2021 Tp�F. Bo-ove 1SVille R�k(�sh PROJECT LOCATION mnloway VICINITY MAP SCALE: 1" = 2000' OWNER: ALBEMARLE COUNTY SCHOOL BOARD 401 MCINTIRE RD CHARLOTTESVILLE, VA 22902 CONTACT: JOE LE17ERI TELEPHONE: (434) 975-9340 FAX: (434) 975-9341 ENGINEER OF RECORD: TIMMONS GROUP 608 PRESTON AVE. CHARLOTTESVILLE, VA 22903 CONTACT: JONATHAN SHOWALTER, P.E. TELEPHONE: 434-327-1681 r a Sheet List Table Sheet Number Sheet Title CO.O COVER CO.1 OVERALL PLAN C1.0 NOTES & DETAILS C1.1 NOTES & DETAILS C1.2 NOTES & DETAILS C2.0 EXISTING CONDITIONS - RAMP (ADDITIVE BID ITEM No.1) C2.1 EXISTING CONDITIONS - FIELDHOUSE (BASE BID) C2.2 DEMOLITION PLAN - RAMP (ADDITIVE BID ITEM No. 1) C2.3 DEMOLITION PLAN - FIELDHOUSE (BASE BID) 'ASE ITEM G3.41 ESE) PLAN PI 2 - RAMP (ADDITIVE BID Na. 1) C4.0 LAYOUT- RAMP (ADDITIVE BIT ITEM No. 1) C4.1 LAYOUT- FIELDHOUSE (BASE BID) C5.0 GRADING AND DRAINAGE PLAN - RAMP (ADDITIVE BID ITEM No. 1) C5.1 GRADING AND DRAINAGE PLAN - FIELDHOUSE (BASE BID) sT-eRMWA-TER SUMMARY G5.2 PLAN G6.0 STGRMWATER MANAGEMENT PLAN C7.0 STORMWATER PROFILES E1.1 LEGEND, NOTES, SCHEDULES, RISER, FLOOR PLANS - ELECTRICAL - LIGHTING & POWER E2.1 SITE PLAN - ELECTRICAL TOTAL SHEETS = 16 APPROVALS DATE DEPARTMENT OF COMMUNITY DEVELOPMENT PLANNER/ZONING ENGINEER INSPECTIONS ARB DEPARTMENT OF ME RESCUE ALBEMARLE COUNTY SERVICE AUTHORITY VIRGINIA DEPARMENT OF TRANSPORTATION HEALTH DEPARTMENT L �LTH p o� 2 L' ;uN;.1TWIN 11. SHON:ILTL•R y L.ic. No. 0402057151 i 4+ OS/ 1 3/2 1 f H AL DATE 10-21-2019 DRAWN BY DESIGNED BY 1. SHOWALTER CHECKED BY 1. SHOWALTER SCALE N/A IOB NO. 44314 L SHEET NO. C0.0 T sS nL LEGEND WOODED AREA WOODED AREA = 31.684 ACRES APPROXIMATELY 41.5% OF SITE IS CURRENTLY WOODED. THIS IS MORE THAN THE 10% REQUIRED BY SECTION 32.7.9.8. C PROPOSED SITE LOCATION. SCREENED ON ALL SIDES BY MINIMUM 20' WIDE EXISTING VEGETATED AREA. LANDSCAPE EXHIBIT: SCALE: 1" = 500' ADDITIVE BID ITEM NO. 1: .r. C u SEE SHEU& C2.1, C2.3, C3.3_.5, C4.1, C5 1, C5 2 'm� IBM er r FOR THE EXISTING HOME CONCESSION STAND, THE OWNER SHALL DISCONNECT POWER, REMOVE BUILDING CONTENTS, AND RELOCATE TO VISITOR BLEACHERS. ro� -674 ' C2.3, C3.3,—G3.5, C4.'I ; C5.1 �a65.2 1 / \ ------_--670 __ = = - --\— 660� 1 / / WOOD PA, W / MOUN ELECTRIC 1 \ TRAX,59SYRMER \ BACK PREP I:v . 1 / / \ v \ � � / ':rcif:;is;:✓<;:j'.i:;%�iyiEii'i',:�' \ \cam\ \ \ / s I SEES TS: C2.1, 2.3, C3.3, .5, C4.1, C5.1, C5.2 } BASE B FOR THE EXISTING FIELDHOUSE, THE CONTRACTOR 1 SHALL DISCONNECT THE ELECTRIC POWER, REMOVE POST \ AND FENCE, RELOCATE TO FOOTBALL STADIUM IN THE LOCATION OF THE HOME CONCESSION STAND RE -INSTALL POST AND FENCE, AND RE -CONNECT POWER. THE OWNER SHALL REMOVE BUILDING CONTENTS EXISTING VISITORS CONCESSION STAND TO BE REMOVED OR RELOCATED BY OWNER. SCALE V=30' 0 \ 30' �,LNLTN OR Sept c, .U\.%TK1\ M. SHOW.kLTL•R v I_;c. No.040_057151 q+ OS/ 1 3/2 1 ksSION At V) 0 x I7 73 F_ W Lu x U z O > 0 O am O oc ti DATE 10-21-2019 DRAWN BY A. MABEE DESIGNED BY 3. SHOWALTER CHECKED BY 1. SHOWALTER SCALE 1 "=30' W W a (D � z z J o J LLJ ce WLL 1 1 1 W Q Lu �H� Lr) W -i O < V / JOB NO. 44314 SHEET NO. Co.1 0 0 3 a 0 x 20 2N 00 a� O C m w E a � m a0 0 tr w Z 0 a 02 � o$ L n w 2 y2 2° 2 E 2 � h m � h � E o c 0 m a m 2 m a 0 m � m o m 2 m m o C U N s. E m aDi t � E L s �I 2 0 GENERALNOTES 1. ALL MATERIALS AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH CURRENT VIRGINIA DEPARTMENT OF TRANSPORTATION'S SPECIFICATIONS AND STANDARDS. 2. 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. THE CONTRACTOR SHALL VERIFY THE ELEVATIONS OF ALL POINTS OF CONNECTION OR PROPOSED WORK TO EXISTING CURBS, SANITARY LINES, WATERLINES, ETC, PRIOR TO CONSTRUCTION. 5. 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, BACKFILLED WITH SUITABLE MATERIAL AND COMPACTED IN ACCORDANCE WITH CURRENT. 6. ALL STORM SEWER DESIGN AND CONSTRUCTION TO BE IN ACCORDANCE WITH VDOT I AND I LD-94 (D) 121.13. 7. 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. 8. ALL CONCRETE SHALL BE A3-AE (AIR ENTRAINED 3,000 PSI), UNLESS OTHERWISE NOTED. 9. 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. 10. 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. 11. THE INSTALLATION OF SEWER, WATER, AND GAS MAINS (INCLUDING SERVICE LATERALS AND SLEEVES) SHALL BE COMPLETED PRIOR TO THE PLACEMENT OF AGGREGATE BASE COURSE. 12. ALBEMARLE COUNTY APPROVAL OF CONSTRUCTION PLANS DOES NOT PRECLUDE THE RIGHT TO REQUIRE ADDITIONAL FACILITIES AS DEEMED NECESSARY. 13. 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. 14. THE SCHEDULING OF AGGREGATE BASE INSTALLATION AND SUBSEQUENT PAVING ACTIVITIES SHALL ACCOMMODATE FORECAST WEATHER CONDITIONS PER SECTION 315 OF THE ROAD AND BRIDGE SPECIFICATIONS. 15. THE OWNERS 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). 16. A GEOTECHNICAL ENGINEER IS TO ASCERTAIN CAUSE AND CERTIFY RECOMMENDED METHOD OF REPAIR FOR ALL PAVEMENT STRUCTURAL FAILURES PRIOR TO STATE ACCEPTANCE. (N/A) 17. ALL VEGETATION AND ORGANIC MATERIAL MATERIAL IS TO BE REMOVED FROM THE PROPOSED PAVEMENT LIMITS PRIOR TO CONDITIONING OF THE SUBGRADE. 18. CERTIFICATION AND SOURCE OF MATERIALS ARE TO BE SUBMITTED TO THE OWNER FOR ALL MATERIALS AND BE IN ACCORDANCE WITH THE ROAD AND BRIDGE SPECIFICATIONS, AND ROAD AND BRIDGE STANDARDS. 19. ALL APPROACH GUTTERS TO SAG INLETS SHALL MAINTAIN A MINIMUM SLOPE OF 0.004 ft./ft. 20. ALL NEW HANDICAP ACCESSIBLE REQUIREMENTS ON -SITE AND WITHIN ALL NEW STRUCTURES SHALL COMPLY WITH THE 2015 UNIFORM STATEWIDE BUILDING CODE, 2015 VIRGINIA CONSTRUCTION CODE, 2010 ADA STANDARDS FOR ACCESSIBLE DESIGN AND ICC/ANSI A117.1-03. 21. VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE ELIMINATED. 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 7:00AM 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 WITHIN 1 YEAR OF THE DATE OF APPROVAL. (WATER PROTECTION ORDINANCE SECTION 17-424.) 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) GENERAL NOTES (CONTINUED): 23. ACCESSIBLE PARKING SPACES AND ACCESS ISLES SHALL NOT HAVE A SURFACE SLOPE GREATER THAN 1:48. ACCESS ISLES SHALL BE AT THE SAME LEVEL AS THE PARKING SPACE THEY SERVE. 24. ALL ROOF DRAINS SHALL DISCHARGE IN A MANNER NOT TO CAUSE A PUBLIC NUISANCE AND NOT OVER SIDEWALKS. 25. BUILDING OR 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 SUC. CONTACT VDOLI FOR ADDITIONAL REQUIREMENTS AND PERMITS FOR DEMOLITION PROJECTS. ALBEMARLE COUNTY ENGINEERING GENERAL CONSTRUCTION NOTES 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT OF WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT. 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND MUST BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. 5. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL:VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED. 6. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. 8. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS III. 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). ALBEMARLE COUNTY STORMWATER MANAGEMENT NOTES 1. ALL DAMS AND CONSTRUCTED FILL TO BE WITHIN 95% OF MAXIMUM DRY DENSITY AND 2% OF OPTIMUM MOISTURE CONTENT. ALL FILL MATERIAL TO BE APPROVED BY A GEOTECHNICAL ENGINEER. A GEOTECHNICAL ENGINEER IS TO BE PRESENT DURING CONSTRUCTION OF DAMS. 2. PIPE AND RISER JOINTS ARE TO BE WATERTIGHT WITHIN STORMWATER MANAGEMENT FACILITIES. 3. FOR TEMPORARY SEDIMENT TRAPS OR BASINS WHICH ARE TO BE CONVERTED TO PERMANENT STORMWATER MANAGEMENT FACILITIES; CONVERSION IS NOT TO TAKE PLACE UNTIL THE SITE IS STABILIZED, AND PERMISSION HAS BEEN OBTAINED FROM THE COUNTY EROSION CONTROL INSPECTOR. BLASTING NOTES 1. BLASTING SHALL NOT BE PERMITTED ON THIS PROJECT. No Scale 4" DIAMETER STEEL PIPE FILLED WITH CONCRETE. BOLLARD SHALL BE PAINTED YELLOW r PAVEMENT 2'-0" DIAMETER CONIC. FOOTING 7110" ^' ENGTH 0.5' FROM EP r iv,nOR WITH " REBAR IMBEDDED 24" IN GROUND; 2 PER WHEEL STOP PRECAST CONC. WHEEL STOP No Scale LEGEND ROADS TRAFFIC STOP BAR m STORM PIPE & STRUCTURE NO. Fr�® DROP INLET & STRUCTURE NO. - - 200 - - - - 200 - TC 240.5 O CURB CURB & GUTTER EXISTING CONTOUR PROPOSED CONTOUR PROPOSED SPOT ELEVATION PARKING COUNT EXISTING PAVEME H 2 a SAWCUT THROUGH V EX.SURFACE COURSE w & REMOVE PAVEMENT \ 2' MIN. EXISTING PAVEMENT MILL EX. SURFACE COURSE SAWCUT EX. EDGE OF PAVEMENT GRADING TC = TOP OF CURB EP = EDGE OF PAVEMENT EX. = EXISTING PROP.=PROPOSED APPROX. = APPROXIMATELY TC = TOP OF STAIRS BS = BOTTOM OF STAIRS PROPOSED PAVEM MATCH EX. CROSS SLOPE UNLESS OTHERWISE SPECIFIED ON PLANS PROPOSED SURFACE COURSE BASE COURSE AGGR. BASE NOTE: PROPOSED PAVEMENT MUST TIE IN WITH EXISTING PAVEMENT PAVEMENT REP No Scale NOTES: 1. PROVIDE SHOP DRAWINGS FOR HANDRAIL FOR REVIEW AND APPROVAL PRIOR TO CONSTRUCTION 2. RAIL ON BUILDING SIDE OF RAMP TO BE 3' MOUNTED TO BUILDING FACE. CORE DRILL CONCR" ,. HANDRAIL POST, EMBED HANDRAIL A MINIMUM OF 8" BELOW FINISHED GRADE AND GROUT TO THE FULL DEPTH OF EMBEDMENT (TYP.) ADA RAMP AND HANDRAIL DETAIL No Scale METAL INSPECTION FRAME W/ SOLID LID EXIST GRADE (NEENAH R-1975 OR EQUIVALENT) -3" CONCRETE COLLAR CRUSHED STONE BEDDING T16!'DI CLEANOUT PLUG AT E OF LINE CLEANOUT DETAIL No Scale 2.0" BITUMINOUS CONCRETE SURFACE COURSE - SM-9.5A (PLACED IN SINGLE LIFT) 8" TYPE 21B AGGREGATE BASE COURSE COMPACTED SUBGRADE DENOTES LIGHT DUTY ASPHALT PAVEMENT ON PLANS 0��,LXLT)4OF .UNATKAN M. SHOWALTER 9 Lx. No.040_057151 q+ OS/ 1 3/2 1 ks'VIO N At E LIGHT DUTY ASPHALT PAVEMENT SECTION No Scale > E a E R=Y4" CONTROL JOINT SPACED w r w 3 AT WIDTH OF WALK (MAXIMUM) ¢ v o L x EXPANSION JOINT AT MAX OF 30', WITH ¢ u smo y"; ;.",:..•: PREMOLDED EXPANSION FILLER w H -L^ d N O N M ZW W 30 x 91 0 Q � c LD CONIC. WALK a' C � O N "t. .d' a <• - .. .y \/\/\�\ 0 COMPACTED SUBGRADE 4" 21-B STONE Q) Lu x H CONCRETE SIDEWALK JOINT DETAIL w No Scale a VARIABLE WIDTH' _o NON -SLIP BROOM FINISH MAX. CROSS SLOPE 2% 'n Y 3,000 PSI AIR -ENTRAINED C • L/ CONCRETE • COMPACTED SUBGRADE 4" TYPE 21 B STONE NOTE: SIDEWALKS SHALL BE CONSTRUCTED IN • ACCORDANCE WITH VDOT STANDARDS. CONCRETE SIDEWALK PAVEMENT SECTION No Scale • NO � PARKING � FIRE � LANE � NO PARKING - FIRE LANE SIGN No Scale z O a cJ In o O Lu N w U O W a ti W U� Lu m Lu [1 i DATE 10-21-2019 DRAWN BY A. MABEE DESIGNED BY 3. SHOWALTER CHECKED BY J. SHOWALTER SCALE N/A Vl uj Cz G uj z (n / ND 1_4 Q z LLJ Q O O- I� W ct� w L H w co Q O z �(1) Vl 2 a JOB NO. 44314 SHEET NO. C1.0 d N A 0 a a m w a 0 _ M s h u w c 0 d s 3 a =0 O 0 aco co 2z vo a2 0 c � E � c SO a o o= o Z zN o� 2 a o$ 0 0 EN �� n w c y 2° h X C 0.0 = E 2 2 M 0c = 8 E o c m 06 2 !0 a 0 o � mt o 2 2 �N =o = U N s. E m aDi _ E L m 0 S 0601 DI APPROX DRAIN AREA =9.98 SO IN APPROX WEIGHT= 3.54 LBS DIC) 12X-W CDID 87.87 115 I 25 � 527 DIMENSIONS ARE FOR REFERENCE ONLY ACTUAL DIMENSIONS MAY VARY THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH DRAWN BY AWA MATERIAL 3130 VERONA AVE DIMENSIONS ARE IN INCHES NYLOPLAST HAS PROPRIETARY lai THE RECEIPT BUFORD, GA 30518 GRATE HAS LIGHT DUTY RATING OR POSSESSION OF THIS PRMDOCSNOTCONFER, DATE 35-00 PHN (770)931-2443 QUALITY: MATERIALS SHALL CONFORM TO ASTM A536 GRADE 705005 TRANSFER, OR LICENSE THE USE OFTHE DESIGN OR �T &\(/a1■•'a1��.��Jl', FAX (770) 932-2490 INFORMATION Nylon ast w Jr to last-usxom PAINT: CASTINGS ARE FURNISHED WITHABLACK PAINT REPRODUCTION 0 IOPRINTO HEREIN REw BY JJC PROJECT NO.MAME Y P REPRODUCTION OF THIS PRINT OR ANY NFf1R1A710N TRUE SIZE OF OPENING MEETS REQUIREMENTS OF AMERICAN DISABILITY CONTAINED HEREIN, OR MANUFACTURE OF ANY DATE 8.14.12 ACT AS STATED IN FEDERAL REGISTER PART III, DEPARTMENT OF ARTICLE HEREFROM, FOR THE DSMOSURETOOTHERS 81N DROPARTICLE IN JUSTICE, 28 CFR PART 36. IS FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN PERMISSION FROM NYLOPLAST. &atlI.N.O. DWG SIZE A SCALE 1:4 SHEEr IOF1 DWG NO. 7001-110.018 REV D THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH DRAWNBY AWA MATERIAL 313UVERONAAVE NYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT BUFORD, GA 30518 OR POSSESSION OF THIS PRINT DOES NOT CONFER, TRANSFER, OR LICENSE THE USE OF THE DESIGN OR DATE 54M TAT f PHN (770) 932-2443 aSl �(770)92-2490 TECHNICAL INFORMATION SHOWN HEREIN 1\y10 REVEMBY EBC PROJECT NO.INAME TITLE REPRODUCTION OF THIS PRINT OR ANY INFORMATION CONTAINED HEREIN. OR MANUFACTURE OF ANY ARTICLE HEREFROM. FOR THE DISCLOSURE TO OTHERS DATE 2$10 61N .24 IN DROP IN GRATE INSTALLATION IS FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN OM SIZE A SCALE 1:8 SHEET 1OF1 DWG NO. 7001-110-017 REV E PERMISSION FROM NYLOPLASL gmlo•nOHsr RECOMMENDED MINIMUM TRENCH WIDTHS FINAL M COVER• �BACKFILL rr r RIGID FLEXIBLEPAVIEIMENI INITIAL SPRINGLINE -�-i ff I M1� BACKFILL ft7' �F BEDDING TH SUITABLE FOR I .I PIPE :�j MAIN. TRENCH r FOUNDATION (SEE TABLE) NOTES: PIPE DIAM. MIN. TRENCH WIDTH 4" 21' (IODMI (533mm) 6 23" ('150mm) (584mm) 8' 26" (2001 (Bsumm) 1U" 28" (250mi (711mm) 12, 3D" (30Dmm) (762mm) 15, 34" (375mm) (864mm) 18' 391 (450mm) (991mm) 24" 48' MIXIMM) (1219mm) Wr 56" (7WMM) (1422mm) 36" 64" (900mIn (162Gmn) 42' 72" (1050rnm) (182a m) 4W air (12DOrnm) (2032-) 60" Sir (1500mm) (2438r-) 1. ALL PIPE SYSTEMS SHALL BE INSTALLED IN ACCORDANCE wmi ASTM D2321, "STANDARD PRACTICE FOR UNDERGROUND INSTALLATION OF THERMOPLASTIC PIPE FOR SEWERS AND OTHER GRAVITY FLOW APPLICATIONS", LATEST ADDITION 2. MEASURES SHOULD BE TAKEN TO PREVENT MIGRATION OF NATIVE FINES INTO BACKFILL MATERIAL, WHEN REQUIRED. 3. FOUNDATION: WHERE THE TRENCH BOTTOM IS UNSTABLE, THE CONTRACTOR SHALL EXCAVATE TOA DEPTH REQUIRED BY THE ENGINEER AND REPLACE WITH SUITABLE MATERIAL AS SPECIFIED BY THE ENGINEER. AS AN ALTERNATIVE AND AT THE DISCRETION OF THE DESIGN ENGINEER, THE TRENCH BOTTOM MAYBE STABILIZED USING A GEOTEXTILE MATERIAL. 4. BEDDING: SUITABLE MATERIAL SHALL BE GLASS I, II OR III. THE CONTRACTOR SHALL PROVIDE DOCUMENTATION FOR MATERIAL SPECIFICATION TO ENGINEER. UNLESS OTHERWISE NOTED BY THE ENGINEER, MINIMUM BEDDING THICKNESS SHALL BE 4" (100mm) FOR 4"-24' (100gxIH600rnm); 6" (150mm) FOR 30"-60" (750mm-1500mm). 5. INITIAL BACKFILL: SUITABLE MATERIAL SHALL BE CLASS I, II OR III IN THE PIPE ZONE EXTENDING NOT LESS THAN 6" ABOVE CROWN OF PIPE. THE CONTRACTOR SHALL PROVIDE DOCUMENTATION FOR MATERIAL SPECIFICATION TO ENGINEER. MATERIAL SHALL BE INSTALLED AS REQUIRED IN ASTM D2321, LATEST EDITION. 6. MINIMUM COVER: MINIMUM COVER, H, IN NON -TRAFFIC APPLICATIONS (GRASS OR LANDSCAPEAREAS) IS 12" FROM THE TOP OF PIPE TO GROUND SURFACE. ADDITIONAL COVER MAY BE REQUIRED TO PREVENT FLOTATION. FOR TRAFFIC APPLICATIONS, MINIMUM COVER H, IS 12" UP TO 48" DIAMETER PIPE AND 24" OF COVER FOR 60" DIAMETER PIPE, MEASURED FROM TOP OF PIPE TO BOTTOM OF FLEXIBLE PAVEMENT OR TO TOP OF RIGID PAVEMENT. FOR TRAFFIC APPLICATIONS WITH LESS THAN FOUR FEET OF COVER, EMBEDMENT OF THE PIPE SHALL BE USING ONLY A CLASS I OR CLASS II BACKFILL. TO DEPICT THE COMPONENTS AS REQUESTED. ADS HAS NOT PERFORMED ANY ENGINEERING OR DESIGN SERVICES FOR THIS NOR HAS ADS INDEPENDENTLY VERIFIED THE INFORMATION SUPPLIED. THE INSTALLATION DETAILS PROVIDED HEREIN ARE GENERAL NOATIONS AND ARE NOT SPECIFIC FOR THIS PROJECT. THE DESIGN ENGINEER SHALL REVIEW THESE DETAILS PRIOR TO MON. IT IS THE DESIGN ENGINEERS RESPONSIBILITY TO ENSURE THE DETAILS PROVIDED HEREIN MEETS OR EXCEEDS THE .E NATIONAL, STATE, OR LOCAL REQUIREMENTS AND TO ENSURE THAT THE DETAILS PROVIDED HI ME ACCEPFABIE FOR THIS MINIMUM RECOMMENDED COVER BASED ON VEHICLE LOADING CONDITIONS - SURFACE LIVE LOADING CONDITION PIPE DIAM. H-25 HEAVY CONSTRUCTION (75T AXLE LADD) ` 12"-48" 12" 48" (300mm-1200mm) (305mm) (1219ni 60" 24" 60" (15001 (610mm) (1524mm) "VEHICLES IN EXCESS OF 75T MAY REQUIRE ADDITIONAL COVER "SEE BACKFILL REQUIREMENTS IN NOTE 6. MAXIMUM RECOMMENDED COVER BASED ON VECHICLE LOADING CONDITIONS CLASS I CLASS II CLASS III PIPE DUlA1. COMPACTED DUMPED 95% 90% 95% 4' 37 18 25 18 18 (100mm) (11.3m) (5.5m) (7.6m) (5.5m) (5.5m) 6" 44 20 29 20 21 (150mm) (13.4m) (6.1 m) (8.8m) (6.1 m) (6.4m) r 32 15 22 15 16 (200mm) (9.8m) (4.6m) (6.7m) (4.6m) (4.9m) 10" 38 18 26 18 18 (250mm) (11.6m) (5.5m) (7.9m) (5.5m) (5.5m) 12" 35 17 24 17 17 (300ri (10.7m) (52m) (7.3m) (5.2m) (5.2m) 15, 38 17 25 17 18 (375mm) (11.6m) (5.2m) (7.6m) (5.2m) (5.5m) 18" 36 17 24 17 17 (450mm) (11.0m) (5.2m) (7.3m) (5.2m) (5.2m) 24" 28 13 20 13 14 (BOOMED) (8.5m) (4.0m) (6.1 m) (4.0m) (4.3m) 30" 28 13 20 13 14 (750mm) (8.5m) (4.0m) (6.1 m) (4.0m) (4.3m) W. 26 12 18 13 13 (9001 (7.9m) (3.7m) (5.5m) (4.0m) (4.0m) 42' 23 11 16 11 11 (1050mm) (7.0m) (3.4m) (4.9m) (3.4m) (3.4m) 41" 25 11 17 11 12 (1200mm) (7.6m) (3Am) (5.2m) (3.4m) (3.7m) 60" 25 11 17 11 12 (1500mm) (7.6m) (3.4m) (5.2m) (3.4m) (3.7m) FILL HEIGHT TABLE GENERATED USING AASHTO SECTION 12, LOAD RESISTANCE FACTOR DESIGN (LRFD) PROCEDURE WITH THE FOLLOWING ASSUMPTIONS: NO HYDROSTATIC PRESSURE, UNIT WEIGHT OF SOIL (Ys) = 120 PCF LOVER HERam3 TO WITCH 1N 29t AGC 09128117 CMF REV. DESCRIPTION BY MMIDDIYY CHWD TJR TRENCH INSTALLA770N� 4s4o TRUEMAN BLVD lvzen6 DETAIL (N-12 PER AASHTO) u�rS HILLIARD. OHIO 43026 NTS DRAWINGNIJMI STD-701 Eo ' "' 1OF1 NYLOPLAST DRAIN BASIN WITH STANDARD GRATE (1,2) INTEGRATED DUCTILE IRON FRAME & GRATE TO MATCH BASIN O.D. MINIMUM PIPE BURIAL DEPTH PER PIPE (3) VARIABLE INVERT HEIGHTS MANUFACTURER AVAILABLE (ACCORDING TO RECOMMENDATION PLANSITAKE OFF) (MIN. MANUFACTURING (5) ADAPTER RED. SAME AS MIN. SUMP) ANC -LEE VARIABLE 0'-SIX ACCORDINGTO PLANS (4) VARIOUS TYPES OF INLET& OUTLET ADAPTERS AVAILABLE: 4"- 30" FOR CORRUGATED HOPE (ADS N-121HANCOR DUAL WALL, ADSIHANCOR SINGLE WALL), N-12 HP, PVC SEWER (EX: SDR 35), PVC DWV (EX: SCH 40), PVC C9001C905, CORRUGATED & RIBBED PVC WATERTIGHfJOINT (CORRUGATED HOPE SHOWN) 7 - 8".30" STANDARD GRATES SHALL BE DUCTILE IRON PERASTM A536 GRADE 7050-05. 2 - 12"- 30' FRAMES SHALL BE DUCTILE IRON PER ASTM A536 GRADE 705M5. 8' & 70' STANDARD GRATES FIT DIRECTLY ONTO DRAIN BASINS WITH THE USE OF A PVC BODY TOP. SEE DRAWING NO.7001-110-045. 3 - DRAIN BASIN TO BE CUSTOM MANUFACTURED ACCORDING TO PLAN DETAILS. RISERS ARE NEEDED FOR BASINS OVER 84"DUE TO SHIPPING RESTRICTIONS. SEE DRAWING NO.7007-110-065. 4 - DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHALL CONFORM TO ASTM D3212 FOR CORRUGATED HDPE (ADS N-121HANCOR DUAL WALL), N-12 HP, & PVC SEWER (4"-24'). 5 - ADAPTERS CAN BE MOUNTED ON ANY ANGLE 0' TO 360'. TO DETERMINE MINIMUM ANGLE BETWEEN ADAPTERS SEE DRAWING NO. 7ODl-1 10,012. 6 - 12'- 3W STANDARD GRATES SHALL MEET H-20 LOAD RATING. 7 - 8" & 10' STANDARD GRATES ARE RATED FOR LIGHT DUTY APPLICATIONS ONLY: NO CONCRETE COLLAR NEEDED FOR LIGHT DUTY RATING. CONCRETE COLLAR TO BE LOCATED AT LEAST 6" BELOW GRADE IN GRASS OR BIO-RETENTION AREAS. 18" MIN WIDTH GUIDELINE r MIN THICKNESS GUIDELINE (6 7) TRAFFIC LOADS: CONCRETE SLAB DIMENSIONS ARE FOR GUIDELINE PURPOSES ONLY. ACTUAL CONCRETE SLAB MUST BE DESIGNED TAKING INTO CONSIDERATION LOCAL SOIL CONDITIONS, TRAFFIC LOADING, & OTHER APPLICABLE DESIGN FACTORS. SEE DRAWING NO.7001-110-111 FOR NON TRAFFIC INSTALLATION. i (3) VARIABLE SUMP DEPTH ACCORDING TO PLANS (6" MIN. ON 8"-24", 1C" MIN. ON 301 4" MIN ON 8"-24" BASED ON MANUFACTURING REQ.) 6" MIN ON 30" THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS I, CLASS II, OR CLASS III MATERIAL AS DEFINED IN ASTM D2321. BEDDING & BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE PLACED & COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321. 1299CGC APPROX. WEIGHT WITH FRAME = 39.90 LBS HINGED CW6i FOR EASY ACCESS 3.56 1.81 0ucnlE laov NYLOPLAST 13.56 + o ur o0A mwA �, N� N 13.38 DIMENSIONS ARE FOR REFERENCE ONLY THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH DRAWN BY EBC MATERIAL 3130 VERONA AVE ACTUAL DIMENSIONS MAY VARY NYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT BUFORD, GA 30518 DIMENSIONS ARE IN INCHES OR POSSESSION OF THIS PRINT DOES NOT CONFER, DATE 3.3.06 DUCTILE IRON 7�T 1 (770) 932-2443 GRATE MEETS H-20 LOAD RATING TRANSFER, OR LICENSE THE USE OF THE DESIGN OR Nyl�last FAX(770) 932-2490 TECHNICAL INFORMATION SHOWN HEREIN ✓ www.n o last-us.com QUALITY: MATERIALS SHALL CONFORM TO ASTM A536 GRADE 70.5005 REVISED BY EBC PROJECT NO.MAME YI p REPRODUCTION OF THIS PRINT OR ANY INFORMATION TITLE PAINT: CASTINGS ARE FURNISHED WITH ABLACK PAINT CONTAINED HEREIN, OR MANUFACTURE OF ANY PATE 3-76I0 LOCKING DEVICE AVAILABLE UPON REQUEST SEE DRAWING NO. ARTICLE HEREFROLL FORTHEDISCLOSURETOODIE1S 12 IN SOLID COVER ASSEMBLY 7001-110-033 IS FORBIDDEN, EXCETBYSPB2FICNA6TTFN DWG SIZE A SCALE 1:8 SHEET 70F7 DWG NO. 70m-110.204 REV C PERMISSION FROM NYLOPLAST. • 0xngnlAsr Asphalt Pavement Restoration Detail for Open Cut Utility Installations Mill & reE I *** T_6" min. 1 5" min. 10" min. NOTES: ' Asphalt Concrete Surface Material SM-9.5A for ADT a 10,000 SM-9.5D for ADT > 10,000 The district administrator's designee shall determine the restoration requirements for other pavement types. " Trench width and pipe bedding shall be in accordance with VDOT Std. PEA *** 12 inches minimum beyond the edge of the trench on longitudinal open cuts, or 25 feet minimum beyond the trench centerline on perpendicular open cuts, or as determined by the district administrator's designee. Date: August 27, 2014 Saw -cut existing pavement to the full depth of asphalt Asphalt Concrete Surface Material' Asphalt Concrete Base, Type BM-25.OA Aggregate Base Material, Type I Size No. 21 A or 21 B Mill & resurface *** \ 12' min. 7.5" total asphalt concrete pavement depth or equal to /the depth of existing asphalt concrete, whichever is greater Sub -base course depth .shall be 10" or equal to depth ofextsling sub -base, whichever Is greater I " Horizontal and vertical surfaces 6" Bench Bench shall be tacked with RC-250 liquid Min. Min. asphalt at a rate of 0.1 gallon per SY, or as determined by the district administrator's designee Select Material Type I with minimum CBR = 30 Class I n 3l material in accordance with Section 02 of the Road and Bridge Spec cations No. 26 or 27 aggregate pipe bedding in accordance with Sections 205 & 302 of the Road and Bridge Specifications ti 1uN %THIN NL SHOWALTER v Lic. No. 0402057151 A� 05/ 1 3/2 1 4 O��ss1fJN A l ��G, w M E O p rn u N � N C > E W N E a o 3 0 LL w i5 O Qa j U m a > p onlI C7WNM Mt 3 O U1 a IL Q . c ^ o EN N M Cl � W J O W LD H DATE 10-21-2019 DRAWN BY A. MABEE DESIGNED BY J. SHOWALTER CHECKED BY J. SHOWALTER SCALE N/A z Uj Uj z U-) H1 F Q z LU 0 O c7 I --I O� w 1L`U (­( w O /cnQz Vl 2 L H JOB NO. 44314 SHEET NO. C1.1 1 x 6 CAP 2 0 i CO C.— STONE 2 x 4 RAIL (7YP ) 3'-0" 4 x 4 POST UNLESS OTHERWISE NOTED ON PLAN VIEW � 1 x 6 TRIMMER 8'-0" 1 x 6 SIDING 8.-0„ 3'-0" NOTE 3" ADJUST TO HEIGHT 10" OF CASTER WHEELS ON GATE CONC. POST ELEVATION 12" 3'-0" SCREENING FENCE AND GATE DETAIL No Scale PLAN VIEW 1x6 TRIMMER 1 x 6 SIDING 1x6- 2x4RP NOTE. ALL LUMBER SHALL BE PRESSURE TREA OUTSIDE ELEVATION INSIDE ELEVATION STP-1 ANCHOR SLEEVE BASE (SEE DETAIL) > w N 0 U a AP / QUA GAUGE ORPOS21/z"-12 GAUGE SQUARE TUBE T FLANGED SHOULDER BOLT WITH SERRATED FLANGE NUT VIA OUTSIDE GATE VIEW INSIDE GATE VIEW 0 0 2"-14 GAUGE OR 2%2"-12 GAUGE SQUARE TUBE POST o 0 0 0 0 0 0 0 0 0 ANCHOR SLEEVE o 0 2 %Z" x 7 GAUGE FOR 2" SQUARE TUBE POST 3" x 7 GAUGE FOR 2�/2" SQUARE TUBE POST CLASS A3 CONCRETE OR n • ; e' ..�. • A PREAPPROVED BAG MIX FROM THE DEPARTMENTS' APPROVED LIST, NO. 31. FOUNDATION TYPE A XV DOT ROAD AND BRIDGE STANDARDS SHEET 4 OF 12 REVISION DATE 1321.13 NEW 01/15 ANCHOR SLEEVE (2 �112" x 7 GAUGE FOR 2" SQUARE TUBE POST OR 3" x 7 GAUGE FOR 2%2" SQUARE TUBE POST) 17/32" DIAMETER HOLE, — TYPICAL CONCRETE WHEEL STOP ANCHOR WITH 5/8" REBAR IMBEDDED 24" IN GROUND HANDICAP SIGN HANDICAP SIGN LOCATION (VAN) LOCATION (TYP.) � o 0 PER VDOT 18' 18' 8' 5' 8' 1 8' 8' — TYPICAL VAN ACCESSIBLE ACCESSIBLE HANDICAP SPACES 1G ROD WITH 3UCKLE 3S BRACE 2 x4 FRAME TYPICAL PARKING SPACE DETAILS No Scale %`16 x 3�/2" GRADE 8 FLANGED SHOULDER BOLT WITH SERRATED FLANGE NUT ANCHOR SLEEVE BASE DETAIL UARE TUBE SIGN PC FOUNDATION TYPE A DETAILS VRGINIA DEPARTMENT OF TRANSPORTATION I1111111AI.IPIA 1111 SPECIFICATION REFERENCE ILU7 FACE OF CURB PAINTED STRIPE (TYPICAL) REGULAR SPACE ti OVA Gi �' mN; %TH1N NL SHOWALTER v he. No. 0402057151 10op 05/ 1 3/2 1 w� O��ss1fJN A L ECG, � Z O V) LU W 0 Z O V) W Qf DATE 10-21-2019 DRAWN BY A. MABEE DESIGNED BY J. SHOWALTER CHECKED BY J. SHOWALTER SCALE N/A V z W ui z (n (-3 1-1 F Q in. � z Lu 0 o oib I� W D� w W Qz O /cn V/ 2 L Lm JOB NO. 44314 SHEET NO. C1.2 �� aLTN OR O�' �"Gp n INTERIOR 1.0' (W) BLOCK WALL 2 STORY BRICKBUILDING WESTERN ALBEMARLE HIGH SCHOOL FFE: ELEV=676.02' CONC FFE: 687.31' i ELEV=687.39' DBL. DOOR (W=57J — (BAND RM.) 3DOORS (W=3.0' EA) — (HALLWAY) CONC. 68731' (GRASS) 2 STORY BRICKBUILDING WESTERN ALBEMARLE HIGH SCHOOL CCNC. 666.72' FFE: F ELEV=66535' 2 ¢ CONC. -' LANDING Z _ - CONC. . - LANDING CONC 10"GONG. WALL STEPS 686.90' l TOP ELEV=688.84' 4 RISERS / 3 TREADS '683 - \ STEPS 10 RISERS 9 TREADS CONC STAIRS W/ METAL HANDRAIL FFE: ELEV=676.09' -----576------ CONC SW CONC. LANDING CONC. CONC SW LANDING 683- - - - - - - - - - STEPS ` 13 RISERS--__--- \ —METAL \_' �- -- Y�7READS 6S6 \ ----- — ^ \ \ _ _ - ' HANDRAIL STEPS —6$Q- - - - - �f9RISF�RS _ �9 TREADS"--679--- __- -678- \ apt` - - - -- _ 1 ® _b76 - - A, C INC PAt \ I �N/ HVAC \\ 1 � I — — _ EG TIMBER S\TikIR ` .674 -- --' / \ 6] - GRAVEL � n —UGP-- - — CONC. PAD W/ —UGP / ' ALD. EQUIP. \UG/' METAL / � / \ \..........\f ELEV=669.63' SHED -610� \� FFE: \ ELEV=669.62' \ UGp\ G,p EXT. ELEV=669.53' ) \ \ \�✓Fl (NOTACCESS/BLE) I) \\ GGa\ I ASPHALT FRAME / / \ SHED '----__669- NGSpgC \ � FS I \ J \ i i i 666- - - - - - - - - - - - - - - CONC. SW -- — — —— ,-------- — —675— -614'�' i / 6�1 i i 670 _ 669 - - - - �- - --'/-666'----- I 12" RCP BURIED NO INV�HT-S -666 \ \ \X 1 1 / METAL $TAIRS / / FFE l l ELEV=676.53' 2 STORV l METAL l / SHED I --- ---------------- -- I i SCALE 1"=10' 0 10. 20' O �► �' .UNATKA\ X SHOWALTER 9 Lx. No.040_057151 oo� OS/ 13/2 I ILA O� k+ Fssj/) V A t 1:�G` M E 0 N u ¢ E> E w a E W ¢ w o 0L6 fif m ti ¢<j UEO M U) N am, FF v z F 30 x o Q � Vv LD C � rn O N � M a � W J mH V) 0 O 2 L9 H w w_ 2 Q z _O 0 0 am O oc Z O a u LJ Lu Lu O Lu N w U O Lu d ~ W U) Lu m cz i ti DATE 10-21-2019 DRAWN BY A. MABEE DESIGNED BY J. SHOWALTER CHECKED BY 1. SHOWALTER SCALE 1 "=10' nl L H JOB NO. 44314 SHEET NO. C2.0 MATCHLINE 1 , �`�\.al.r/I,��,K _ MATCHLINE 2 y,,� ,,r - INV. OUT = 670.30' I � l l / �- G� 15" CMP O ti �' mN; %TK .%N k1. SH011'ALTER v _---674--\ _ / ROCKARMOR - - - / / \ \ L1c. No. 0402057151 _,-----------__ / // \ �0�p 05/13/21 w� NAI _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ — —670- — _ — - - _ - - _ - - _ _ I / // \\\\\ i / / -_ CLEAN -OUT (4"-METAL) Mo E \ / / / \ \ \ - - _ _ NV IN 670.52' (TYP UNK) N —- -- - - -_---_-_____ / / \ \ \ TOP=687.56' rn o --- --- y / _ _ _ — — — — — _ — — — — — cam O - ----- _665- N_1 2 7 Q ?�~p�X V) -- ------ ___------ \ I l l l 1 I / SIGNS z � < w vI(9 - ------- -- - --- -__- \\ ,/ \�\ �U aL z W \\ \ 1 1 I I — , I / I 00 \\ oN 5 pQ� ----------------- -- \\ I Lu SCALEI"=10' j J J ASPHALT U \ —sso 1 `\ \ i l i I '\\ LINE2 ioi \ \ \ ' / / I ' \ \ 1 �' o W W VW, W ---- - - - - -\ \ I \ / / I I I x V1 V1ti V1 W ul 0 m��� > \\Q4\ N M^I \ \\ 1 I I 1 1 WOOD PANEL ` I = a o� N N h / I ¢ � titi�0 W/MOUNTED \ \ I z UGP I 1 ELECTRIC BOXES ` - _ , / 1 0 in DATE > 10-21-2019 0 woo) \ \ \`--- -- - - -- AISPHALT \ } DRAWN BY rPOST 1 1 1 \\ \ \ -- l \ I A. MABEE 1 1 1 I ® I \ \ \ 1 1 1 / / / / / / 1 \ I 1 1 ® I II I \ \ \ \ \ \ \ \ \ I \ \ \ • DESIGNED BY ACK-FLREVENO yRANSFORMER I I I L 1 REVENT R \ \ \ ` \ ` \ ` \ \ m \ \ \ ` \ • J. SHOWALTER BWOtD OLROS • CHECKED BY / // // // // 1 11 \\ \ `\ `\ \`\\`\ \ \ \\\ • J.SHOWALTER / / 1 1 I I I \ ♦ \ \ \ \ \ \ • • II // // /// // /, � I/ \ II 11 I 1 \\ \\ o\ \\\ \\\ \\ \\\ \ \ I ------ \\\ \\\ SCALE CONC. REMNANT I \\ 1 1 I 1 1 1 \\ \\ \ \ \ \ `\ \ — — — — \` • 6"DEC ARMOR / // / / // // // // / I Q1P I o0 \ \ \ \♦ \\\ \ \\ \\ \\ \ \ �I I I \ \ \ \ \ \ \ \ \ �< \ LJJ \ \ \ \ m Lu / / 1 \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ , _ \ �,\\\ r\\ Q 1 \ \ \ \ \ \ \ - - , , a / 6" DECj \ \ \ �� ' \ \ LLu L SD GRATE INLET / UGP— _ \ \ \ \ \ \ \ \ 1 ` \ ` \ \ 1 O (2.5'x2.5J �y� \ \ \ \ \ \ \ INV./OUT = 659.40' / / / / TOP=665.19' / OGP \ \ \ INV. IN =1672.86' \ \ \ \ \ \ / \ ` \ w (n 1 g" HDPE W1 END / INV OUT = 661.91' 18" HDPE p / \ \ \ \ 10" HDP# \ / \ p / SL7CTION / // / /�G ! \� \ \ \ I I \ \ \ \ / - - _ W Y Z UGP— \ \ \ \ I I / (/ \ / / \ W I---4 `\ GRAVEL \ \ \ \ \\ \\ \\ \ I / / \\ m \ / r ^ '"PVC c STAND -PIPE /UI�� z FRAME IO \ \ a 11 _ _ _ / -- -- -- - - - - 'BUILD' I K // // // I I I / \ NG (ON SKILDIDS) I 1 \\ \\\ \\ \\ \\ \\ 'X11-_--674=_-, \\ 1 \\ 11 ��\\ // // / -- \ \ H X v / / / I c j44 �6 \ \ \ \ // // — — — — — — Q / / / s v \GRAVEL \ 6 \ z n \ \ \ 1 / / / 675 Z_ INV. Ol� - 672.22' \UGP 1 / \ 10" / /' © + SCALE 1"=10' 1 1 \ \ I \ / / _ - _ _ SCALE 1"=10' c / / / JGO� BACK -STOP \J✓ / 0 20' 11 II \ \ I \ / / / 0 10' 20' \ I \ 1 \ / / / / / JOB NO. 44314 1 \ ATCHLINE 1 / //' �^P SHEET NO. P C2.1 0 c a c L m MATCHLINE 1 DBL. DOOR DBL. DOOR (W=6) (W=67 FFE=686.37' FFE=686.34' �L aLTN OF o� � ON nL INTERIOR 1.0' (W) BLOCK WALL 2 STORY BRICKBUILDING WESTERN ALBEMARLE HIGH SCHOOL FFE: ELEV=676.02' m CONC FFE: 687.31' i ELEV=687.39' DBL. DOOR (W=5.7J (BAND RM.) 3DOORS (W=3.0' EA.) — (HALLWAY) CONC. 687.31' (GRASS) 7 r 7 META 7 HAN�AIL i CONC. 696.72' C� 2 Fi -' LANDING U 0 p CONC. STEPS 10 RISERS 9 TREADS CONC STAIRS W1 METAL HANDRAIL FFE: ELEV=676.09' - - - - - 576 - - - - - - - - CONC. SW i LINE SAWCUT I 2 STORY ` BRICKBUILDING \ w / WESTERN ALBEMARLE O / HIGH SCHOOL I r m / � � a / ELEV=6653E PS 6RISERS Z m 6 TREADS CONC. LANDING C 10"GONG. WALL- �y STEPS I TOP ELEV=688.84' 4 RISERS I 3 TREADS - � CONC SW J13- TgP5'---- __ RISERS------ �TREADS 6S0 —MEAL HANDRAIL �1 - - - - - - - - - - - _ 1 ` SAWCUT SIDEWALK - - CONC. PAt �. I �N/HVAC ) AT NEAREST JOINT _ _ -- - - - - -- ,_------- — —675— / — _ EG TIMBER i\WR `\ �\ �-614'� ` 1 ' \ - - - - - - ---------------- GRAVEL ' - 670 — —UGP -- CONC. PAD W/ --- ---UGP i A73LD. EQUIP. _ 669' _ \UG/' ----------- ---� METAL \ FFE: SHED _ /6�1 f ELEV=669.63' / -666_ _ / OG? \ REMOVE / / FFE: _ _ / \ ELEV=669.62' � _ - \I / -610� `\ Gp EXT. ELEV=669.53' I ` I 92"RCP (NOTACCESS/BLE) \ p-' 66 11 I � BURIED - ' SAWCUT SIDEWALK NO lNV RFS 66 6 ASPHALT k� \ FRAME (SHED \ / \\ UGp _ -- ___669-- 4p AR/4'0S, \ / l ' 7 p�cFs \ / METAL STAIRS l SAWCUT \ � l FFE I ELEV=676.53' i 2 STORY l ' METAL I / ' SHED I 666----------------- , / --- _-- - - -- ---- - -- - - -- CONC. PAVERS 689J4' GR CONC. GRADEJ CONC. LANDING 66926' DBL. DOOR (W=6) / FFE=689.30' DBL. DOOR \ CONC (W=6) FFE=685.27' m MATCHLINE 1 m m (GRASS) 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) SCALE 1"=10' 0 10. 20' O •CJ-fier+��A c, .UN;.1TK1\ M. SHOWMTER v I_7c. No.040_057151 �OS/ 1 3/2 1 �1�gkssjr).\J At E 0 N u ¢ E> E w a E W ¢ w o K W L ¢ J U EMO � J M W N am, F v 3 j < cc N LL EA V v LD C cn rn O N M W J mH V) 0 O x LD H w w z O 0 0 am O oc ti DATE 10-21-2019 DRAWN BY A. MABEE DESIGNED BY J. SHOWALTER CHECKED BY J. SHOWALTER SCALE 1 "=10' JOB NO. 44314 SHEE T NO. CL.G 0 d 3 D o O 0 n0 �N 00 m2 m w E m h D O � w O N Z m O � X F w w o$ L n w 2 :2 J h 0 O_ N Fj 2 h ° 0 m 0 E c 0 m 06 M 0 a 0 o � m m o m = 2 m N m 0 C N 0 s. E m aDi t � E L MATCHLINE 1 I / / REMOVE �_x I l ,l \ MATCHLINE 2 INV. OUT = 670.30'- 15" CMP-- / Q / _674- - � - - - REMOVE � /1 ' \ \ SAWCUT AND REMOVE ROCKARMOR _ _ _ - - - ' \\\ / / /' `\ AND REPLACE ASPHALT PER UTILITY TRENCHING / \ DETAIL _ -CL _ _ EAR AND GRUB ----------------- _ ___----------' __� REM/ EST M WOO 9EDi�REA \\ \ \ \ R -------' ---\\\ / PIPE _670- — _ -- . \\ \, \ M � CLEAN OUT (q" METAL) — — — — — — — — — — — — — ' — _ — — REMOVE — ' \. \\ \ \ \\\ \ RE N,/; TOP=687.56' __----- ---- RIP RAP \\`' \ _ NVlN�670.52' _ — — — — _ \ . . � (TYP UNK) SAWCUT-AND REMOVE AND REPLACE ASPHALT PER UTILITY TRENCHING DETAIL - --- - - - - -- —665- ___-----\ SA CUT A REMOV / / ----- _ AND REPLA E A I HAI _ _ \ \ PER ASTAL PAVEMENT I I / / / _ - _ _ - - _ _ - - - - - - - SE, DETIAL OIN C+0 (TYP.)I I / / SIGNS DISTURB ASPHALT — 660 1 `\ \ i / I 1 \\\ LINE2 SAWCUT AND REMOVE \ \ i AND REPLACE ASPHALT \ / / PER ASPHALT PAVEMENT 1 / SECTION DETIAL ON C4.0. � f DO NOT DISTURB WOOD PANEL W/MOUNTED \ \ I UGP ELECTRIC BOXES RE OVE woo I \ \ \\----- - - -�-' ASPHALT \ rPOST / \ I 1 I ® I II bO NOT D�STURB \ \ \ \ \ \ \ \ O \ \ \ \ DO NOT DISTURB I I I } IACK-FLO�/V TRANSFORMER \ I II II L PR,EI�SERVE I I REVENT�I`R \ \ BOLLARDS REMOVE CONC. I I I CONTRACTOR SHALL LOCATE EXISTING REMNANT I 1 1 1 WATER LINE AND ENSURE LINE IS PRESERVED THROUGH CONSTRUCTION. WATER LINEIIS BELIEVED TO RUN NORTH 1' `\ `\ \ \ ` \ \ \ \ \ REIJIQVE GRAVEL \ \ \ TO �' OFF THil EAST SIDE OF THE EX. ASF;HALT m m z SCALE 1"=10' 0 10, LEGEND: ®REMOVE HARDSCAPE & GRAVEL CLEAR AND GRUB WOODED \� AREA REMOVETREE 1. 2 O� Gi U 1uX%TK .%.\ NL SH011'ALTER v he. No. 0402057151 �O�p 05/ 1 3/2 1 4' � kSSLf1N A L ECG, M E O p � u N � N C > E E W W > .y a o 3 LL — O L K U m n —u z O d i p N 30�X V) J �LL a c� W �Zti �Z Lf)= V i z O W W irn rn vI 2 Lu OO2 m m� ZZu, W 0 (n O ti>ti u, ro � o Q x F w W I O\ M a � � r,Ln �VLn Q CZ1 z 0 DATE in 10-21-2019 0 DRAWN BY A. MABEE } • DESIGNED BY • J. SHOWALTER • CHECKED BY J. SHOWALTER • • SCALE • 1"=10' 6"DEC I 1 11 I I \ ` ` ` \ \ \\ \\ \\ \ \ SAW CUT CURB SIDEWALK / / / / I 1 1 \ \ \ \ \ \ \ ` v AND CURB TO BI REMOVE EE CUT AT / / / I I � 1 \ \ \ \ \ \ \ - - - - - - DO NOTDI�TURB \\ \\ \ \\ \ \\ \` `\ - WOODED OOD \ NEAREST JOINT) fj FJD GI/ / / I I LIGHT POLCy \ \ \ \ \ \ \ \ \ \ \ \ \ \ WOOgEDARE/� // // I I I \\ ARMOR Q / \\ \ / / \ \ \ \ \ \ \ \ \ w m \T�\\ REMOVE BOLLARDS \ \ \ \ \ \ \ \ \ \ \ _ , ` _ , \ \ GLu 6„ DELu SO GRATE INLET J �—/ \ \ \ \ \ \ \ 1 \ \ \ \ \ \ I u / / / / CONTRACTOR O (2.5'x2.5J \ \ \ \ I \ / O LL / INV./OUT = 656.40' TOP=665.19' \ \ \ INV. IN =1672.86' \ \ \ / I w 1g" HDPE I EI9OR INATE RELOCAT N / INV OUT = 661.91' 18" HOPE \ \ 10" HDPt \ \ / w / SECTIOl��" UTILIT'S'OWNEIIAS / \ \\ \\ \ I I \\ \ \ - _ , ` \ w a / / NECESSARY FOR Cq STRUCTION. \ \ \ \ \ \ I ' / \ \ / \ z UGP— GRA\ \ \ \ \ W REMOVE SPIGOT'\c� Q CL ADJUST VAULT TO MATCH i� \ \ \ \ L \ / // / / \v PROPOSED GRADE. REPLACE \, \ \ \ IT 67q \ \ r ^ z \ 1 1 _ _ (n WITH H-20 RATED VAULT IF EX. \ \ \ \ \ \ \ \ \ \ \ 2 '"PVC c O 1 \ \ 11 \ s fAND-PIPE v J \ IS NOT H-20 RATED OR DAMAGE Ll J \1\ _ \ \ 1 /' / i CONTRACTOR SHALL LOCATE \ \ G) \ 1 _ _ _ _ / ' w 3 / / �XISTINOWATERLINEAND BUILDING.� FRAME\ \ \ 1\___-67q--- -\ \ / '----------- /\\ \\\ / / / RELOCA/E AS NECESSARY. I / (ON SKIDS) \ \ \ \ X 1 ? eke \ \ i ' \ \ \ I / / c \ I Nico / / I C /// z \ \\ \ I /// / — — — — — — — 675 Z_ INV. OL) = 672.22' 10" /CONTRACTOR SHALL LOCATE EXISTING WATER LINeAND ENSURE LINE IS © SCALE 1"=10' \ 1 ` / / PRESEI THROUGH CONSTRUCTION. _ - - - - SCALE 1"=10' 0 FOR THE EXISTING FIELDHOUSE, THE CONTRACTOR 1 / o / v I WATER LINE IS BELIEVED TO BED' TO 2' OFF — r= � d / JOO SHALL DISCONNECT THE ELECTRIC POWER, REMOVE SAWCUT AN�REMOVE I / ' T E EAST SIDE OF THE EX,,KSPHALT ROAD. 0 POST AND FENCE, RELOCATE TO FOOTBALL STADIUM BACK -STOP 0 (0' 20' I AND REPLACE ASPHALT I I \ 0 10' 20' IN THE LOCATION OF THE HOME CONCESSION STAND \ I �ER ASPHALT PA�EMENT I ` \ / ' / / JOB NO. RE -INSTALL POST AND FENCE, AND RE -CONNECT CONTRACTOR TO 1 SECT16N DETIAL ON C4.� (TYP.) 44314 POWER. THE OWNER SHALL REMOVE BUILDING COORDINATE RELOCATION WITH UTILITY OWNER AS I 1 / ' CONTENTS NECESSARY FOR CONSTRUCTION. I CHLINE 1 SHEET No. 0 5 a N i' 0 L �E M 2 0 r nL NOTES: 1. CONTRACTOR TO PROVIDE SHOP DRAWINGS FOR REVIEW AND APPROVAL OF ALL RETAINING WALLS.7 1 l ---_--EG — GRAVEL — —UGP _ _UGP UUCP OG? Z / i CONC. PAD W1 BLD. EQUIP. CONC PAD W/ HVAC CONTRACTOR TO VERIFY THAT CUT AGAINST EXISTING WALL WILL NOT EXTEND BELOW FACADE BEFORE BEGINNING CONSTRUCTION AND COORDINATE WITH ARCHITECT AND ENGINEER IF NECESSARY. NC..§TAIRS W1 6' WIDE 140IANDRAIL LONG RAMP WITH HANDRAILS ON BOTH SIDES (TYP.) CONC.SW TIE TO EXISTING SIDEWALK (TYP.) d: .'.a s• d . c .d' " d " a. S. 4, . .. < . d '. I 5-6" RISERS WITH HANDRAILS � R5' 5'CONC.WALKWAY \ GGA\ ASPHALT Fo \ \ \ UGp\ TI O EXISTING \ vp P VEMENT PER -vp��NGsp PAVEMENT �CFS REPLACEMENT JOINT DETAIL CONG 696.72' a d^ .. .. A4' ° a a" 4 R2' 9 a. G 4 4 4 � e ' MATCHLINE 1 6' WIDE 9.42' LONG RAMP WITH HANDRAILS ON BOTH SIDES (TYP.) LEVEL LANDING 6' WIDE X 21.98' LONG RAMP WITH HANDRAILS ON BOTH SIDES (TYP.) 10" CONC. WALL TOP ELEV=688.84' CONC.SW a 4 1.76' MAX. HEIGHT I RETAINING WALL a 4 d t � ' 4 4. t/ 4a 4{'' LEVEL LANDING .4 ,a { 1 � 4. e ° �' 6�111, 5-6" RISERS WITH HANDRAILS `1.00' MAX. HEIGHT d' a RETAINING WALL .4 d d a TIE TO EXISTING 6' WIDE X 19.54' SIDEWALK AT LONG RAMP WITH NEAREST JOINT HANDRAILS ON (TYP-) BOTH SIDES (TYP.) RECONSTRUCT CONCRETE STOOP TO BE LESS THAN 2% SLOPE PAVERS I CONC. A W, 14' GRADE) CONC. / 689.26' SCALE 1"=10' 0 10' 20' MATCHLINE 1 LEGEND: CONCRETE PAD a HEAVY DUTY CONCRETE HEAVY DUTY ASPHALT LIGHT DUTY ASPHALT F?RN9 GRAVEL SCALE 1"=10' 0 1020' M co Q Z .UN%TKAN N. SHOM:kLTLR 9 I_7c. No.040_057151 n� 05/ 1 3/2 1 4,� �GG.. �� y �sslO N At 0 E � u N VI N C > E w a E W Q LL O fif Q< j U Eo J—M .I am, N v Z M 3: p tz x LL cc 0 Q = V V v LD Q' "' C M rn O N M W J m � Z O a_ UJ Lu Lu O Lu V, w U Q W d Lu U Lu m � I ti DATE 10-21-2019 DRAWN BY A. MABEE DESIGNED BY J. SHOWALTER CHECKED BY J. SHOWALTER SCALE 1 "=10' n T--1 Vl O � z z � HI ui z ~ m O/ L.L Lu 0 I..L ry> r z H1 L � O H1 Q W Q U`..� CE Q ^ v, W m J Q Q Vl 1 JOB NO. 44314 SHEET NO. C4.0 0 d 3 a 00 O 0 n0 �Z 00 o � c m w E M h ME 0 o z z„ 0 X F N N a 0 n w c 2 y J h N O_ N Fj 2 m c 0 E o c V m O a m !0 a ow o g m m 2 m N N0 C U N s. E m 0 t � E L SEWER FORCE MAIN NOTES AND SPECIFICATIONS: 1. FORCE MAIN SHALL BE SCHEDULE 40 PVC PIPE SHALL BE TYPE 1, GRADE 1, PLAIN END CONFORMING TO ASTM D 1784 AND ASTM 1785 WITH SOLVENT WELD JOINTS AND FITTINGS PER MANUFACTURES STANDARDS AND SPECIFICATION. FITTINGS - TEES, WYES, OR OTHER MISCELLANEOUS FITTING SHALL BE OF THE SAME MATERIAL AND TYPE AS THE GRAVITY SEWER OR PRESSURE SEWER. 2. FORCE MAIN SHALL BE INSTALLED, ANCHORED, TESTED AND BACKFILLED IN ACCORDANCE WITH LOCAL PLUMBING CODES AND ALBEMARLE COUNTY SERVICE AUTHORITY STANDARDS AND SPECIFICATION AND VIRGINIA DEPARTMENT OF HEALTH REGULATIONS. 3. ENSURE FORCE MAIN HAS A CONSTANTLY ASCENDING GRADE FROM THE PUMP TO THE TIE IN POINT TO ALLOW FOR AIR TO ESCAPE. 4. FORCE MAIN SHALL HAVE A MINIMUM OF 3.5' OF COVER AND 18" MINIMUM SEPARATION AT OTHER UTILITY CROSSINGS. MATCHLINE 1 REMOVE AND REPLACE ASPHALT PER ASPHALT PAVEMENT RESTORATION DETAIL. 16' WIDE TOTAL (12' OF ASPHALT AND 4' OF GRAD GRAVEL SHOULDER) v \ \ \ 1E i �UGP BOLLARD (TYP.) \ 8' ®d ®�\ TRANSFORMER \ .1 \ L WOOD BOLLARDS VSIGNS 12' TOTAL WIDTH OF EXISTING AND PROPOSED ASPHALT 2' WIDE GRADED \-GRAVELSHO QN-BSIDE SCREENING W/ GATE OOD PANEL / MOUNTED EL CTRIC BOXES ADJUST TOPS OF ULT, BACK FLOW PREVENT R AS NECESSARY TO MA CH PROPOSED GRADE. ADJUST BOLLARDS LOWERIN OR REPLACE AS NECES RY. BACK -FLOW PREVENTER CONTRACTOR SHALL LOCATE EXISTING WATER LINE AND ENSURE L E IS PRESERVED THROUGH CON TRUCTION. WATER LINE IS BELIEVED TO E 1' TO 2' OFF THE EAST SIDE OF THE EX. ASPHALT ROAD. MATCHLINE 2 REMOVE AND REPLACE ASPHALT PER ASPHALT PAVEMENT RESTORATION DETAIL. ASPHALT REMOVE AND REPLACE GRAVEL UP TO 8" MIN. DEPTH W/ VDOT 21 B STONE OR MATCH EXISTING CLEAN -OUT (4"- METAL) TOP=687.56' (TYP UNK) TIE PROPOSE RCEMAIN INTO EXISTING SEWER LINE IMMEDIATELY DOWNSTREAM OF EXISTING CLEANOUT ASPHALT co m CJ z SCALE 1"=10' 0 10' -AATCHLINE 2 ADD ALTERNATE: 1. CRACK FILL, AND SEAL OF EXISTING AND PROPOSED PAVEMENT THROUGH TURNAROUND AS TO ALLOW FOR EXISTING AND PROPOSED ASPHALT TO MATCH IN APPEARANCE. ............. "NO PARKING FIRE LANE" SIGN WHEEL STOP (TYP.) 8• \ MILL AND OVERLAY PER 00 \ PAVEMENT 1'8'..... ..., . REPLACEMENT JOINT 8' 6" YELLOW FIRE LANE DETAIL (TYP.) ..... . . ADA PARKING SIGN (TYP.) 10 STRIPING ALONG '..... '... EDGE OF ASPHALTPA I CONNECT2"PROPOOED `WATERLINE TO EXISTING WATERLINE -CONTRACTOR TO VERIFY EXIST NG-WATERLINE SIZE AND LLOCA-ION AND COORDINATE WITH ENWEER SD GRATE INLET (2.5'x 2.5J •• - TOP=665.19' . 18"HDPEW/END INV OUT=661.91'18"HOPE SECTION BRING WATER VAULT FLUSH WITH FINISH GRADE AND ENSURE VAULT IS H-20 RATED o RELOCATE EXISTING \ / 24.6 IRRIGATION PIPE I U� 1"PVC C JO \ STAND -PIPE � G) I / I / � RAISED DECK OVER I / CONCRETE WITH STAIRS AND HANDRAILS. SEE ARCHITECTURAL PLANS FOR DETAILS. I "NO PARKING FIRE LANE" SIGN INV. IN = 672.86' 10"HDPE 1 \1 11 \1 1\ \1 11 \1 1\ \1 1\ 11 INV. OUT = 672.22' 10" HDPE MILL AND OVERLAY PER PAVEMENT REPLACEMENT JOINT DETAIL (TYP.) 12' TOTAL WIDTH OF EXISTING AND PROPOSED ASPHALT 2' WIDE GRAVEL SHOULDER ON EACH SIDE r` I' a ,, 'r/ A! �� 1� .a CONTRACTOR SHALL LOCATE EXISTING WATER LINE AND ENSURE LINE IS PRESERVED THROUGH CONSTRUCTION. WATER LINE IS BELIEVED TO BE V TO TOFF THE EAST SIDE OF THE EX. ASPHALT ROAD. CONCRETE PAD MILL AND OVERLAY HEAVY DUTY ASPHALT LIGHT DUTY ASPHALT GRAVEL W 0 Q z SCALE 1"=10' 0 1020' M E 0 rn 0 N U N C a o > E w a E W � .y U. o 3 LL — K O L ¢a � U m d C7wN� ?� 0 In Q cd l oa "_� L n 2 ac N aLr; c rn O N N M a � m J vi 0 0 x C7 0 0 x F 0 w w x Q z 0 in 0 0 z O v Lu Lu O z W � UV2 W O OUV§ W iQi U,l OLUu,ul ro Q � rnrno.., F I rn OWN M 0 O 1 N 11 DATE 10-21-2019 DRAWN BY A. MABEE DESIGNED BY J. SHOWALTER CHECKED BY J. SHOWALTER SCALE 1"=10' z m W Q Q z pp > Q j W Ln O O= ~� W 0 ui J 1 < Iw—I /I-� w L.L Q I V 1 2 D O JOB NO. 44314 SHEET N0. C4.1 L v MATCHLINE 1 ic MATCHLINE 1 CC { —RAI W 4' t / J . 682.85' #A. i / 203co / I I / • +> " to t 682.26' 682.23' sa683 682 682.26' . i J •, j,. f — - - 682.18' 4 . -4, 681.48' 902 4'' , '4• '. 682.14' g69 9 f TW 4 681.38' •: , .'683:024 '. \ BW J• 681.25' _ _ _- - 680.90, 681 '4' TW _ - 683- - _ - - ¢$3A1 680.81' �' ` .��• _ I ------ -- -68 680 679 \• .4: •..�' - ----__ 679-- 676_85_ 678.45' 67'\ "<: TAIL __------- 677- ° • � B77_ 67g:82'' < - ' 67.U5' 676- - - - - - - - E P. .. 7676} ..�.��"• * 677.39' 201 676.E 677 EX 676.63' y _ 4' .. Qvv 676.2T - . ,� • t 4 ' 676.54' ..4••' .^ •a ''•' ••• .'�d '•,--------��------- — —675A. \ / / I I \ I 4 • �l4:01' ° • .. • • 4, • ,. •°.• d " ; •. , 676.14' ZOOBS �\ \ '.• °.: ♦ 673.32' -675- — ° 6 3.56' // \ x \' • • \ S LEVEL SPREADER 2:- \ • ;� .', \ 614 r°< - TIMBER LEN_GT = '0/ / ( 4' 't�' \ ' - TS GPaDE FLUSH WITH / ' ' - 6 ii43.26: 673.46' bj3''TOPOFTIMBER =674.14' �' \ ��\ 6, •'.'?\i': --- -- - - -- •4 SEE DETAIL ON SHEET-BS \ � � 12' 6 62,1 60 I b' *_'�-670.70' UGP -- 102-669 0 100 -610� -666 VD T CRASS Al /RIPRAP \ / WIDTH 1 = 3' \ LENGTH = 5' / X, - --------- - - - - -- _ 669''//TH2=6' ' EX 668.38' ''4 EX 668.25' / -_668----------------- ! ! -- _-_ _ - - -_ / / / / / 686.32'J 4i 6 686.2T I .. '• '• 686.14' 686.06 / s 686.08, 68fi.b'0' ` ' 4 4 / v4 .. ! 4 .r 685.03' ' 4 685.11' 00 co 'r . ' Jf. '< •4 ATCHLINE 1 SCALE 1"=10' 0 10. 20' Ora�..ALrH u7 ! ,U\.\TH1\ M. SHOULTE•R 9 I_;c. No.040_057151 nAr �/•. OS/ 13/2 I GI. I� y �ss7�) V A \ 1:�G` E 0 N U N C > E w ° E W LL o L K W L M a� uco Z O wino a O' W W M 7 u 3Q0X In QLU Cc �LL ❑ Uti2 EA x v N Z Z Liuo; V> LD O W o w N Z o° O w (OjUO v 2 m H p LU "j Q � w vi aka O 0 ti O W O O � =ti ti ] ti LD O W 73 O m � � � H ❑ rnrno w ^i ^i N .w H NMNti Q O ti ti 0 0 z O n DATE 10-21-2019 O DRAWN BY A. MABEE • DESIGNED BY • J. SHOWALTER • CHECKED BY 1. SHOWALTER • • SCALE • 1'+=10, 1--I 0 LU — 0 V / z > LU ~ 0 w z Q > (J pia O I-� ULLJ 1 J Z ,,I-^ V� Lu m /l Q /L/U� Vl V = z 0 z Q Q /� V JOB NO. 44314 SHEET NO. C5.0 0 c ro c O 0 0 3 a O O 0 n0 �N Oo a2 6 c m w E mN m a0 Oc Z z„ 0 X F 0 0 L O n w c 2 y J h 0 O_ 0 1j 2 h m c m E c 0 m 06 M !0 a O m o m = 2 m m m o m U m s. E m ODi t= � E L =-i---- NOTES: I \ �yn� 1. ROOF DRAIN PIPES TO HAVE AMINIMUM I MATCHLINE 1/ ��, \ MATCHLINE 2 SLOPE OF 1.0%. _ IX I / 2. ROOF DRAIN PIPES TO HAVE A MINIMUM 402 / C� COVER OF 2.0'. 2 3. PROVIDE A MINIMUM OF V VERTICAL _ _ SEPARATION AT ALL UTILITY CROSSINGS. - - - -674 \ , , - - - _ _ r 6�3 / \ \ \ \ `iU�_1. No. M.0'011'ALT 1 Y - \ L1c. Vo. UaU_057151 ----------- 05/13/21 -------- ---- -- - - - - -- - -- 40 // / \` \\ Q 671!50 - _ - CLEAN -OUT (4"- METAL) Mo E - - _ _ _ _ _ - —670- - - - - - - - - - - r r i / / - - - TOP=687.56' N o —------_----_ ----- �i�\ r o�n� / \ --- // (TYP UNK) ry WT VDOT STD. CLASS Al _ / / oco. / / \ O / / w Oro RIP RAP CHANNEL ` / ' ' ' a v Z ----------------665--�_ — FROM PIPE. SEE _-------- ��orn - - - 66 DETAIL ON SHEET C7-0 \ / / / I \ ' X�' // O w c7 w M .. C ai LL M V1 V1 (7 /-- - - - - -- \ rnx 'r Z Z2� \ � I 1 1 1 / / / / \\ � cr^ � -- - -- cD \ I I I // \\ 04 ,\ N w OO - - - - - v-------- --_------- -_ \ I I I / / / I �� SCALE - - j > j 0 10' O�Q LQU -V�ATCHLINE 2 i o O W LU Lu Ill / O QO � � rnrnN N > w \\O\\ tiONti O N N `1 OOD PANEL ' II ¢ /MOUNTED O o �UGP ' 1 T \ \ EL CTRIC BOXES - �' \ \ 1 I in DATE > 10-21-2019 \ LEVEL SPREADIfR 1:\ADJUST PS OF AULT, BACK _\_ _ - - , \ \ o ` \ TIMBER LENGTH = 45' / / \ \ \FLOW PR ENT R AS - - - - - - - 1 \ } DRAWN BY ` \ GRAPE FLUSH WITH TqP OF / / / 1 \� �IECESSAI Y TO MA CH 1 1 I 1 1 I TIMBER = 661.26 // // / / / \ 1 I FROPOSEQ GRADE. ADJUST \ 2l \ \ \\ 1 A. MABEE 1 1 SEE DETAIL ON SHEkT C7.0/ / / / / ( 1 ' 1 ® ® I POLLARDS LOWERI OR \ \ / .I.' I \ \ • DESIGNED BY Fj:EPLACE �pS NECES RY. \ \ \ \ \ \ \ YbACK-FLOW ` \ \ s`9s \ \ \ ` \ \ \ \ • J. SHOWALTER TRANSFORMER \ \ ;;'. II I I I PREVENT�R \ \ ` \ \ \ CHECKED BY It / / / / 1 \ \ \ \ \ I Q \ \ \ • J. SHOWALTER 1/ // /' / // /' ,/ / r 1 I I O `\ `\ \ \\ \ I \ `\ • • SCALE \ \ • 666.05' I 1 I � I I I � \ \ ` \ \ L _ _ — — 1.:=10' / I 1 1 CONTR (\CTOR TO ENS E \ ` d 0 I�LVEL SP.KiEADER 3: r / / / 6"DEC 66b. 1 \ \ 1 GRADING', DOES NOT 1 \ \ \ \ \ ` \ d \ \ 0 / TIMBE� LENGTFf � 17' r / / I :':':'.'..' ' ':'.' ' ':':' ':.:'. , : ; ;: ; I...... 1 � \ 1' '.'.'. IMPACT LARGE STADIUM 1 \ \ \ \ \ \ \ \ \ \ \ m GRAD FLUSHN/ITH , / / { \''.'.'.'.' 1 1 LIGHT POLE OR / r / TOP F TIMB[ R = 658 50 r....'.'.'.'.'.':':':':':':..::::.:::::.:::: :.t::: 1 I FOUNDATION. 11 \\ \ \ \ \ 68q _ \ D / / ' / r.' '.'.'.'.'.......... \ \ \ \ \ Lu S E DETAI� ON SHEET r/ // \.'.':':':':':':'.'. 11 1 1 \ \ \ \ \ - - - - - _ _ \ ` \ \ W Lu �.r \ I.'.'.'.'.'..,. . 3. / �665.52' �' \.'.'.'.'.', .....' \ \ d W ApJUS7' 1YAU�T� TO. MATC.' ' ':': . '..' / o / '\ \\ /12 1?LPCE.1l1lFTM.1 �:20;RfkTEQ ... ...\.:::'.....:`.\ \ \ \ \ \ \ \ Q 0 LU / I ;.'.':':':':' , :::::::::::VAULT ;.'I;F EX:;IS.D�MAGf=D .\'.. ,...... \....'.'.'.'.'.. \ \ 1 \ \ `\ \ \ � � \ � � z OR N6T'W=20 RATFD.'.'.'.';' ' ' \ Lu r-I QD LL .VYlW.65'..�.'.'.��' `�tiaf / \ ........' ;665:7'9':,,,'. 1 6Q5,93 :.'.'.'.. A,;, d / Lts7 / / /.'' '.'.'.'.'... ENSUR.t,S �uLOPL.IhI':' ':':':'. \ \ \ \ \ \ \ \ Q SO GRATE INLET ... `` .'.'.'.f '.'.'. ,) "UGP�;';'..'.'.'-�. PHALfALONG.TFII�S':':':.'.'.':'::.... \ \ \ \ 1 \ \ \ ) / O J ... \ u d / / / (2.5'x2.5) \ o \ V. 1N=1672.86' \ \\ \\ H� w co INVIOUT-6 40' / '.':': .;.;.' LI'...? E;NSUF2E':':':':':'�':':.'.'�.' \ \ \ :,HDP� - / / l TOP=665. 19, .. / Lu POSIT.IV WAGE.'.' /$"HOPE VI6/END INV. OUT=661.91'18"HOPE ���.'BB?;93'.'.'.'..'.' ..:'���.�: �'.'.'�� ���'...... ,� .... \,�..'.'.'.'.' \ \ \ \ \ I � `\ /) / \\ I ...'.'..' '... \ '.'.'..'.'.' '.'.'.' \ I / \ \ < o_ SECTION / l / I ... , ..'. , .. .. \..;.'.'.'...'.. .. / - \ LD / i ma TIE ROOF DRAIN U p TO PIPE 499 WITH .... :.:.:::::':':':':'.:; ' ' '.':.;, .. ..... :::: '...... \ / \ / / I —I �'..' ' .. .'.'... ...' '...'.' \'. ,... IN.'.1%;SLOPE':':':'.'.'.':':':'; . 4 _ _ - - - - - � \ WATERTIGHT � � sGs:i2 .. �.. @ M .... � \ \ \ / ' \ \ \ r ^ CONNECTION / ,+:�: '.'.. ;4t'..... .......... 688:23.'. \ �.�/ INS= 662.14 �......' .........'.'.'.'.'.' 1.'.'.'.', ` \ F. 6s6:5p� .'.' \ \ ' cl. CD cD \ / 499 1 1 \ \ 1 _ 1'.' 666.32' \ \ \ I _ / / TIE DOWNSPOUTS z / / / TO ROOF DRAIN \ 1�c _ - _ \ 1 ' .,. .' R \ \ 674- - - / "- V ] / FFE = r6.50' 66.47' \ \ \ - - - \ 1 \ / / - - - - - - - - - - - - - \ \ \ �^ \ \ ' '.'.'.'..,.;. 66.45' 666.41' \ \ \ \ \ / / 508 \ \ / / cl)\ 6' v ....'.'..'.'. '.'.'/.'.'...'.' I I \ \ \ / �r� . ,..... , . .. INV. O(I = 672.22' lJ 666.33' \ I 10"HDP� ...X_ .... mil.... ; .......'..,' ... -h Gi '> 666.27' �- \ \ 1 7 I501 \ 1 1 ❑s SCALE 1 "=10' 1 1 \ \ \ / / / / - - - _ SCALE 1 "=10' 00 502 \ 0 1020' \ \ / / / / 0 10' 20' n� BACK-S OP t \ \ \ ` \ ,'. ' / ' JOB NO. 44314 504 CI MATCHLINE 1 SHEET NO. 0 a N c L N .2- 0- 0 ^ C 0 N `o C'j O r-.'f? 102: ES-1 for 12 inch Pipe + C6 m STA 10+06.28 w �(0Z TOP 669.01 o Q o- - u) z INV OUT 667.84 (101) 685 204: 15" Nylolast Basin - Standard Grate- STA 10+00.00 TOP 682.85 INV OUT 679.45 (203) 685 690 680 680 675 675 PROP. 670 qRADE 670 IST. RADE 665 665 10 11.34' O 12" CL III RC @ 3.00° 660 660 9+50 10+00 11+00 STR102 - STR100 HORIZ SCALE: 1"=50' VERT SCALE: 1 "=5 C7 0 0co L O L a � � 0 o c m O m C C N f0 0] ^ C A N m N MO V m m c7 N o V N Lo cO v 200: ES-1 for 12 inch Pipe m V f0 Co Cl z Lo v r� cro STA 10+77.88 0 o ro > o0� Z) TOP674.74 z ohm N aaz O INV IN673.64(201) v +o�� N o n o > > CIJ 0 N It U) P 690 680 685 685 \ ROP. 2 5' RADE 680 680 72„C3S� 03 EXIST. S Oc RADE SO R CA 675 ° 675 201 42 121. OF LEVEL @ 3 pE SPREADER 2 670 670 665 665 9+50 10+00 11+00 STR204 - STR200 HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 506: 6" Nyloplast Basin - Drop in Grate- STA 10+17.25 TOP 666.12 INV IN 663.18 (507) INV OUT 663.08 (505) ro 508: 12" Nyloplast Basin - Standard Grate- if r- STA 10+00.00 c ^ TOP 665.32 o v U-)v INV OUT 663.35 (507) � O � O co N ^CD r V M CD 1 Zo r (n p (�O w oQo- mz z O o H0> � o >> � U) �Fzz 680 680 PROP. GRAD 675 / z EXIST. 675 GRAD 670 670 403 0, 6p, OF 5 RCP 665 0 665 7S B4OF �6 \ OOA o 660 660 R11 RRAP CH NNEL LEVEL PREADERI 655 655 ,z+°° 9+50 10+00 11+00 STR404 - STR400 HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 504: 6" Nyloplast Basin - Drop in Grate STA 10+34.14 TOP 666.12 INV IN 662.91 (505) INV OUT 662.81 (503) 502: 6" Nyloplast Basin - Drop in Grate STA 10+51.11 TOP 666.12 INV IN 662.64 (503) INV OUT 662.54 (501) 500: 12" Nyloplast Basin - Solid Top STA 10+68.25 TOP 665.52 INV IN 662.37 (501) INV OUT 662.27 (499) EX-1 STA 10+94.24 TOP 665.19 INV IN 662.01(499) 680 675 675 670 670 PROP. GRADE EXIST. GRADE 665 665 503 it 16.89' F 660 12" HD 1.0017.25'OF �660507 501 49 12" HDPE 505 17.14' OF 25.99' OF @ 0.99% 16.89' F 12" HDP 12" HDPE 12" HD E @ 1.00% @ 1.00% 655 1.00 k 655 12+00 9+50 1,1+50 STR508 - STR500 HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 BOTTOM OF CHANNEL 0.5' GRADE OF DEEP. SURROUNDING SLOPE 4' TIE PIPE 499 INTO EXISTING INLET CURB LINE OR PIPE OUTFALL RIPRAP NOT TO IMPEDE STORM FLOW TO OPENING '2:1 MAX SLOPE, KEY IN 6"-9" FOR ENTIRE PERIMETER VDOT STD. CLASS Al RIPRAP RECESSED INTO GROUND MIRAFI 140N FILTER FABRIC OR EQUIVALENT RIPRAP CHANNEL DETAIL No Scale *LEVEL SPREADER TIMBER LENGTH (L) CALCULATIONS DRAINAGE AREAS FROM C5.2 LEVEL SPREADER 1 Q(10) FOR PIPE 401 = 3.456 CFS (SEE CALC BOOK FOR CALCULATIONS) L = 13 LF x 3.456 CFS INFLOW (10-YR STORM EVENT USED) L = 13 LF X 3.456 CFS = 44.9'=> 45.0' LEVEL SPREADER 2 Q(10) FOR PIPE 201 = 0.196 CFS (SEE CALC BOOK FOR CALCULATIONS) L = 13 LF x 0.196 CFS INFLOW (10-YR STORM EVENT USED) L=13LFX0.196CFS=2.54'=>3_0' LEVEL SPREADER 3 (EXISTING OUTFALL) Q(10) FOR EXISTING PIPE = 1.27 CFS (SEE CALC BOOK FOR CALCULATIONS) L = 13 LF x 1.27 CFS INFLOW (10-YR STORM EVENT USED) L = 13 LF X 1.27 CFS = 16.56'=> 17.0' BOTTOM OF ;HANNEL 0.5' DEEP. CHANNEL SECTION 2:1 MAX SLOPE [e1:7_�XYya_1►10111110NIN1Ki11117_1R� VDOT STD. CLASS Al J (2) 6"X6" WOOD TIMBER RIPRAP 18" LONG #4 EPDXY COATED REBAR 0 50 PROFILE SCALE 1 VDOT STD. CLASS Al RIPRAP MAINTENANCE NOTE: INSPECTIONS SHALL TAKE PLACE ANNUALLY, IDEALLY DURING THE NON -GROWING SEASON. SEDIMENTS SHOULD BE CLEANED OUT OF THE LEVEL SPREADER FOREBAYS AND FLOW SPUTTERS. �,LXLTN OR x O �► M. SHOW.kLTE•R 9 L x. No. 0401-057151 qOr+ 05/ 1 3/2 1 1- i - F'SSJONAt M E 0 N U N C > E W a; E W > Q LL O K W L M Q J U °O J - N 5! N am,W v z_� Jx 3 .j 0� vLL 0.9 J V> LD C � rn O N � M d � W J mH [1 DATE 10-21-2019 DRAWN BY A. MABEE DESIGNED BY 3. SHOWALTER CHECKED BY 1. SHOWALTER SCALE 1 "=50' Vl z ujLu (f% w ¢ z J 1 -4 > . LL. O O z Q� O Lu I� Lu ui rZ Q L H w Q O Vl 2 U) a nl L LEVEL SPREADER DETAIL No Scale H JOB NO. 44314 SHEET NO. C7. 0 ELECTRICAL LEGEND: Oo V X 4' SURFACE MOUNTED LED LIGHT FIXTURE. NUMBER SUBSCRIPT INDICATES LIGHT FIXTURE 1 TYPE. 82 WALL MOUNTED LIGHT FIXTURE. NUMBER SUBSCRIPT INDICATES LIGHT FIXTURE TYPE. FI ll DUPLEX RECEPTACLE, 20A, 120V. INSTALL +18" A.F.F., U.O.N. TO TOP OF RECEPTACLE, U.O.N. IS VA CENTER SHADED, INSTALL +6" ABOVE SINK, COUNTERTOP OR BACKSPLASH. "GFI" WHEN USED INDICATES GROUND FAULT CIRCUIT INTERRUPTER. Q ELECTRICAL CONNECTION TO EQUIPMENT. IE) ELECTRICAL CONNECTION TO EXHAUST FAN. O JUNCTION BOX - SIZE AS REQUIRED. ® PANELBOARD, 208Y/120 VOLT. PANELBOARD, 480Y/277 VOLT. BRANCH CIRCUIT OR FEEDER WIRING IN CONDUIT. NO TICK MARKS INDICATES 2 #12 CONDUCTORS AND 1 #12 GND., IN 1/2" CONDUIT, U.O.N. TICK MARKS, WHEN SHOWN, INDICATE NUMBER OF CONDUCTORS IF OTHER THAN THREE: (7) INDICATES GROUNDING CONDUCTOR. FH-20 N HOMERUNS TO PANEL. PANEL AND CIRCUIT DESIGNATIONS AS INDICATED. 1❑ CONSTRUCTION NOTE INDICATOR. GENERAL NOTES: 1. WHERE INDIVIDUAL 120V HOMERUN CIRCUITS ARE SHOWN ON THE DRAWINGS THEY MAY BE COMBINED AS FOLLOWS; - NO MORE THAN THREE (3) PHASE CONDUCTORS PLUS THREE (3) NEUTRAL AND ONE (1) GROUND PER CONDUIT, EXCEPT WHERE SPECIFICALLY NOTED OTHERWISE. - NO TWO OF THE SAME PHASE CONDUCTOR PER CONDUIT. - PROVIDE 120V CIRCUITS WITH INDIVIDUAL NEUTRALS PER CIRCUIT. NEUTRALS MAY NOT BE SHARED BETWEEN PHASES. 2. PAINT ALL EXPOSED CONDUIT TO MATCH THE SURFACE TO WHICH ATTACHED IF THE SURFACE IS PAINTED. 3. COORDINATE WITH MECHANICAL DRAWINGS FOR EXACT LOCATION OF EQUIPMENT REQUIRING ELECTRICAL CONNECTIONS INCLUDING EXACT POINT OF ELECTRICAL CONNECTION. MAKE ADJUSTMENTS TO CONDUIT ROUTING, PLACEMENT OF DISCONNECTS AND STARTERS AS REQUIRED. 4. PROVIDE NEW TYPED PANEL INDEX CARDS IN EXISTING PANELBOARDS WHERE CIRCUITS HAVE BEEN MODIFIED BY THIS PROJECT. PROVIDE COPIES OF MODIFIED PANEL INDEX CARDS ON AS -BUILT DRAWINGS AND INCLUDE IN OPERATION AND MAINTENANCE MANUALS. 5. WHERE THE TERM "BRANCH CIRCUITRY" IS USED ON THESE DRAWINGS, IT IS TO BE CONSTRUED TO MEAN CONDUIT AND CONDUCTORS. 6. THE ELECTRICAL CONTRACTOR SHALL SCHEDULE THE POWER OUTAGE REQUIRED TO PERFORM ALL WORK, COORDINATE WITH THE OWNER'S REPRESENTATIVE AND VIRGINIA ENERGY IF REQUIRED PRIOR TO BEGINNING ANY WORK. S2M 20A, 2 POLE, MOTOR RATED SWITCH IN WEATHERPROOF ENCLOSURE. SM30 SINGLE POLE, 30A MOTOR RATED SNAP SWITCH. p p ABBREVIATIONS: SOS WALL SWITCH WITH OCCUPANCY SENSOR, SENSOR SWITCH CATALOG NUMBER WSD-PDT, OR A AMPERE EQUAL. Q ELECTRICAL CONNECTION WATER HEATER. A.F.F. ABOVE FINISHED FLOOR EF EXHAUSTFAN 3P40 3R DISCONNECT SWITCH, 240V, U.O.N.: 3P=NUMBER OF POLES, 60=SWITCH RATING, 40=FUSE RATING. PROVIDE IN NEMA 3R ENCLOSURE. EWH ELECTRIC WALL HEATER Of FOOTCANDLE INDICATOR. KVA KILOVOLT -AMPERE MCB MAIN CIRCUIT BREAKER MTD MOUNTED NO. NUMBER 0 PHASE U.O.N. UNLESS OTHERWISE NOTED W WIRE WH WATER HEATER WP WEATHERPROOF FLOOR PLAN - ELECTRICAL - LIGHTING SCALE: 1/4" = V-0" GRINDER PUMP �r,niToni nnni�i PANEL "FH" JUNCTION BOX FLOOR PLAN - ELECTRICAL - POWER SCALE: 1/4" = V-0" LIGHT FIXTURE SCHEDULE TYPE MANUFACTURER'S CATALOG No. VOLT LUMENS MOUNTING REMARKS 1 PHILIPS DAY-BRITE 1SML-32L840-4-FA-12F-UNV-DIM UNV LED - 3200 LUMENS 39 WATTS PENDANT SEE NOTE 1 2 STONCO LPW16-30-NW-G3-4-120-PCB-BK 120 LED - 3364 LUMENS 34.3 WATTS SURFACE/WALL SEE NOTE 2 LIGHT FIXTURE SCHEDULE NOTES: GENERAL: 1. MATCH MOUNTING HARDWARE AND FRAME WITH THE CEILING TYPE OR CONSTRUCTION IN WHICH FIXTURE IS TO BE INSTALLED, COORDINATE WITH ARCHITECTURAL REFLECTED CEILING PLANS AND FINISH SCHEDULES. PROVIDE PENDANT STEM ON FIXTURE SO THAT BOTTOM OF FIXTURE IS 8'-8" MINIMIM A.F.F. 2. FIXTURE SHALL HAVE A LLF (LIGHT LOSS FACTOR) OF 1.0 AND BE A FULL CUTOFF TYPE. LOCATION: MOUNTING: Surface NEMA: Type 1 PANEL: FH VOLTS: 120/208 Wye PHASES: 3 WIRES: 4 KAIC RATING: MAINS TYPE: MAINS RATING: 10 MCB 100 A CKT NO LOAD SERVED P CIB TRIP WIRE SIZE PHASE A (AMPS) PHASE B (AMPS) PHASE C (AMPS) WIRE SIZE CIB TRIP P LOAD SERVED CKT NO 1 Lighting 1 20 12 1.6 3.0 12 20 1 Receptacle 2 3 Exterior Lighting 1 20 12 3.0 3.0 12 20 1 Receptacle 4 5 Receptacle 1 20 12 3.0 10.0 12 20 1 Refrigerator 6 7 Receptacle 1 20 12 4.0 4.0 12 20 1 Receptacle 8 9 Receptacle 1 20 12 4.0 12.5 12 20 1 EWH 10 11 EWH 1 20 12 12.5 12.5 12 20 1 EWH 12 13 EF-1 1 20 12 3.4 15.9 12 20 2 UH-A 14 15 Water Heater 1 30 10 25.0 15.9 16 17 Spare 1 20 -- 0.0 2.0 12 20 1 TIME CLOCK 18 19 HAND DRYER 1 20 12 16.0 16.0 12 20 1 HAND DRYER 20 21 GRINDER PUMP 2 20 12 13.2 0.0 - - Space 22 23 13.2 0.0 - - Space 24 25 Spare 1 20 -- 0.0 0.0 - - Space 26 27 Spare 1 20 0.0 0.0 - - Space 28 29 Spare 1 20 0.0 0.0 - - Space 30 CONNECTED LOAD (AMPS): CONNECTED LOAD (KVA): 63 A 74 A 51 A 7 kVA 9 kVA 6 kVA TOTAL CONNECTED LOAD (KVA): 22 kVA TOTAL ESTIMATED DEMAND LOAD (KVA): 22 kVA NOTES: - 11 ELECTRICAL POWER RISER DIAGRAM NOT TO SCALE CONSTRUCTION NOTES: (THIS DRAWING ONLY) 1❑ EXISTING PANEL "A" IS A G.E. TYPE 'A' SERIES, 225 AMP MAIN CIRCUIT BREAKER, 480Y/277V, 3 PHASE, 4 WIRE. PROVIDE A 45A-3P CIRCUIT BREAKER IN BLANK SPACES TO SERVE NEW TRANSFORMER "FH". 2❑ PROVIDE TIME CLOCK "T/C", INTERMATIC TYPE "ET1105C" OR APPROVED EQUAL. PROVIDE WITH FORM R6 RELAYS. �3 PROVIDE 2 #12 AND 1 #12 GROUND IN 1/2" CONDUIT FROM TIME CLOCK TO EXHAUST FAN. COORDINATE ALL WORK WITH MECHANICAL SUB -CONTRACTOR. ® PROVIDE A 30KVA NEMA 3R TRANSFORMER, 480-208Y/120V. INSTALL ON BACK OF DUGOUT. �5 PROVIDE 3 #8 AND 1 #10 GROUND IN 3/4" CONDUIT. TERMINATE IN NEW 45A-3P CIRCUIT BREAKER INDICATED BY NEW WORK NOTE 1. © PROVIDE 4 #3 AND 1 #8 GROUND IN 1-1/4" CONDUIT. �7 PROVIDE 4 #3 AND 1 #8 GROUND IN 1-1/4" CONDUIT. BURY CONDUIT 24" BELOW GRADE. ® SEE ARCHITECTURAL DRAWINGS FOR EXACT MOUNTING HEIGHT. �g PROVIDE STEM ACCESSORY LENGTH AS REQUIRED TO PENDANT MOUNT LIGHT FIXTURE T-6" A.F.F. 10 PROVIDE 100A-3P, 208V, NEMA-3R, "FDS". 11 PROVIDE #8 GROUNDING ELECTRODE CONDUCTORS TO A 3-3/4" X 10', COPPERWELD GROUND ROD. 12 PROVIDE 2 #12 AND 1 #12 GND. IN 1/2" CONDUIT TO GRINDER PUMP. SEE DRAWING E2.1 FOR ADDITIONAL INFORMATION. 13 PROVIDE JUNCTION BOX FOR ANNOUNCER ROOM FIBER LINE. COORDINATE LOCATION AND REQUIREMENTS WITH OWNER. - 11 �j,T II tiN C f KENZIE CAMBAR y Lic. No.049752 01 /29/2020 G� ALL REPORTS, PLANS SPECIFICATIONS AND COMPUTER FILES RELATING TO THIS PROJECT ARE THE PROPERTY OF CRABTREE, ROHRBAUGH & ASSOCIATES. CRABTREE ROHRBAUGH & ASSOCIATES RETAINS ALL COMMON LAW, STATUTE AND OTHER RESERVED RIGHTS INCLUDING THE COPYRIGHT THERETO. REPRODUCTION OF THE MATERIAL HEREIN OR SUBSTANTIAL USE WITHOUT WRITTEN PERMISSION OF CRABTREE, ROHRBAUGH & ASSOCIATES VIOLATES THE COPYRIGHT LAWS OF THE UNITED STATES AND WILL BE SUBJECT TO LEGAL PROSECUTION. ©CRABTREE, ROHRBAUGH & ASSOCIATES, INC 2018 REVISIONS Ol MM-DD-YR NAME DESCRIPTION OF CHANGES U) E u V1 V W V _ L V 3 � 3 a a3 z W N LU � a � a zN Q j 0 >- a � LLi N QZD J ZD yLu_ a =�? O cn I LU J Q = = m U Lm O Lm p �. O J � J_ = a Lu c� Lu z (D Z CO N V N m O - N z 00 aLn W = W n LEGEND, NOTES, SCHEDULES, RISER, FLOOR PLAN - ELECTRICAL - LIGHTING & POWER PLOT SCALE: As indicated O V) O Z) U V_ U 0 J J 0o W_ LL \Q\ / W J Z Q N CO O O 1... °C U U L.L w O � � �T G CQLU 2 Q m J Q THOMPSON Consulting Engineers 2 ENTERPRISE PARKWAY HAMPTON,VA23666 TELEPHONE: (757) 599-4413 FAX: (737) 5994113 PROJECT NUMBER: 19052 PROJECT E161 FILENAME DATE: 01/29/20 TO SCHOOL MEDIA CENTER / / I � J 91* 1\ I as / I I PCONC. WALL b I I TOPELEV=687.N'`� I X 2 V 10"HOPE `INN OUT �672. fO HOPE \ I J INV. OU 6 0.30'/ ,/� / ' J IN = 670,51' i YSIGNS WOOD PANEL WIMOUNTED / \ ELECTRIC BOXES i1 / / TRAfJS RMER II INV. OIOT PP' C \ \ \ \ 'D RATE INLET I \ \ \ \ \ \ INV OUT=661.91, 18 /� \\ \ \ \\ \ \\ / 1 FRAME I \ \\ \ \ \ \ oFrwLL J�S� FI OUSE 0 BALLFIELD / / / AREA OF DETAIL 40 +/ E-2 OVERALL SITE PLAN - ELECTRICAL YaL10■iiliHtil]QI]Y 1❑ NEW 30KVA 1❑ EXISTING PANEL "A" EXISTING DUGOUT IN NEW 100A-3P, NEMA 3R 1❑ DISCONNECT SWITCH I I I APPROXIMATE LOCATION OF NEW ELECTRICAL PANEL "FH" LNEW FIBER LIN �\ JUNCTION BOX \ \ \ \ 1 I II GRINDER PUMPIOM II I NEW SOFTBALL I FIELDHOUSE EXISTING FRAME SHED V ENLARGED SITE PLAN - SOFTBALL FIELDHOUSE - ELECTRICAL CONSTRUCTION NOTES: (THIS DRAWING ONLY) 1❑ SEE ELECTRICAL POWER RISER DIAGRAM ON DRAWING E-1 FOR INFORMATION PERTAINING TO THIS EQUIPMENT. 2❑ PROVIDE 4 #3 AND 1 #8 GROUND IN 1-1/4" CONDUIT BETWEEN NEW 100A-3P DISCONNECT SWITCH AND NEW PANEL "FH". INSTALL CONDUIT 24" BELOW GRADE. ❑3 SEE PLUMBING DRAWING P2.1 FOR EXACT LOCATION AND ADDITIONAL INFORMATION. ® PROVIDE FIBER OPTIC BOX IN ANNOUNCER ROOM. COORDINATE EXACT LOCATION AND REQUIREMENTS WITH OWNER. ❑5 PROVIDE 2" CONDUIT WITH ONE (1) FIBER OPTIC CABLE (COORDINATE FIBER TYPE, NUMBER AND TYPE OF STRANDS, AND TYPE OF CONNECTORS WITH THE OWNER) BETWEEN THE ANNOUNCER ROOM IN THE FIELD HOUSE AND MAIN SCHOOL BUILDING MEDIA CENTER IT SERVER ROOM LOCATED ON THE SECOND FLOOR. BURY CONDUIT 24" BELOW EXISTING FINISHED GRADE. PROVIDE HANDHOLES AS REQUIRED ALONG ROUTE. INSTALL CONDUIT INSIDE THE MAIN SCHOOL BUILDING CONCEALED ABOVE EXISTING CORRIDOR CEILINGS AND THEN TERMINATE 6" ABOVE FINISHED FLOOR IN SECOND FLOOR MEDIA CENTER IT ROOM. FIELD VERIFY EXTERIOR CONDUIT ROUTING WITH OWNER AND CIVIL ENGINEER. FIELD VERIFY CONDUIT ROUTING INSIDE THE MAIN SCHOOL BUILDING WITH ARCHITECT AND OWNER. Stonco LytePro LED medium wall sconce LPW16 features outstanding value in a compact, architectural design. This powerful and precise combination offers outstanding energy savings with excellent photometric performance. LPW16 is ideal for entryways and corridors in addition to wall lighting applications requiring strong lateral spacing and forward pattern projection. Ordering guide Prefix Wattage LED Color/Gen LPW16 30 NW-1133 LFW16 LytePro 20 20W NW-03 Neutral White 16 LED 30 80W 4000K 70 ORI medium 80 BOW Generation 3 wall WW-G3 Warm White sconce 3000K 70 CRI Generation 3 Stocked luminaires - Ordering guide Project: Location Cat.No: Type: Lamps: oty: Notes Example: LPW16-20-NW-G3-3-120-PCB-BZ Distribution Voltage Photocontrol 4 120 PCB 3 Type 3 120 120V --- None 4 Type 4 208 208V POB Photocontrol 240 240V Button' 277 277V 347 347V 480 480V UNV 120-277V (50/60Hz) HVU 347-480V (50/60Hz) Finish BK BK Black WH White BZ Bronze DGY Dark Gray MGY Medium Grey Customer specified RAL Specify optional color or RAL (ex: OO-LGP or OC-RAL7024) CC Custom color (Must supply color chip for required factory quote) Catalog Number Description Master Pack, city UPC Code LPW16-G3-6-BZ LPW18, 30W, 61 4000K, Type 3, 120-277V, Bronze textured paint 6 622252813872 LPW18-G3-B-DGY LPW16, 30W, 61 4000K, Type 3,120-277V, Dark gray textured paint 6 822252813865 Stocked accessories - Ordering guide (Must be ordered separately) Catalog Number Description Master Pack, Cty UPC Code LPWCVRPLT-BZ' LPW Universal Well cover mounting plate, Bronze textured paint (none) 190096144860 ' Must specify voltage. Not available in 347V or 480V. P Other colors available upon request as made -to -order LPW16-LytePro-sconce 06/19 page 1 of 3 rW", CC� o % KENZIE CAMBAR Uc. No.049752 r �- 04/29/2021 ALL REPORTS, PLANS SPECIFICATIONS AND COMPUTER FILES RELATING TO THIS PROJECT ARE THE PROPERTY OF CRABTREE, ROHRBAUGH & ASSOCIATES. CRABTREE ROHRBAUGH & ASSOCIATES RETAINS ALL COMMON LAW, STATUTE AND OTHER RESERVED RIGHTS INCLUDING THE COPYRIGHT THERETO. REPRODUCTION OF THE MATERIAL HEREIN OR SUBSTANTIAL USE WITHOUT WRITTEN PERMISSION OF CRABTREE, ROHRBAUGH & ASSOCIATES VIOLATES THE COPYRIGHT LAWS OF THE UNITED STATES AND WILL BE SUBJECT TO LEGAL PROSECUTION. © CRABTREE, ROHRBAUGH & ASSOCIATES, INC 2018 REVISIONS Ol MM-DD-VR NAME DESCRIPTION OF CHANGES O u W 1 i 3 � 3 a a� z ■ L7 r/ W N W F a 3�: az L/nt��t V Z dr- Q 0 } a � w Ln G Ln 0~ a _ 0 V) a J W M U Ln 0 O ILA O DC O LIJ = a W Z ■� Z m N U N O m a a 00 aW= U ' W R*2 Site Plans - Electrical PLOT SCALE: As indicated FILENAME: DnTE: 04/29/21 � W OD = 0 (A / i J co W <\ LL / ^ J W ZQN O O ~ U w 0 J V) cc LU Q m 0 THOMPSON Consulting Engineers 22 ENTERPRISE PARKWAY HAMPfON, VA 2966E TELEPHONE: (757) 5994415 FAX: (757) 5994113 PROJECT NUMBER: 19052 PROJECT E201