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HomeMy WebLinkAboutSDP201900056 Plan - Other (not approved) 2020-03-03SITE 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: 0.75 ACRES SETBACK: 75' FRONT 25' SIDE 35' REAR 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 SMARTN ET 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 cp 02/20/2020 1,0,p Brownsville Ciao k PROJECT LOCATION Midway VICINITY MAP SCALE: 1" = 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. CHARLOTTESVILLE, VA 22903 CONTACT: JONATHAN SHOWALTER, P.E. TELEPHONE: 434-327-1681 Sheet List Table Sheet Number Sheet Title C0.0 COVER C0.1 OVERALL PLAN C1.0 NOTES & DETAILS C1.1 NOTES & DETAILS C1.2 NOTES & DETAILS C2.0 EXISTING CONDITIONS - RAMP (BASE BID A) C2.1 EXISTING CONDITIONS - FIELDHOUSE (BASE BID B) C2.2 DEMOLITION PLAN - RAMP (BASE BID A) C2.3 DEMOLITION PLAN - FIELDHOUSE (BASE BID B) C4.0 LAYOUT - RAMP (BASE BID A) C4.1 LAYOUT - FIELDHOUSE (BASE BID B) C5.0 GRADING AND DRAINAGE PLAN - RAMP (BASE BID A) C5.1 GRADING AND DRAINAGE PLAN - FIELDHOUSE (BASE BID B) G5_2 STORMWATER SUMMARY PLAN G6.0 STORMWATER 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 TDATE DEPARTMENT OF C01MMUNITY DEVELOPMENT PLANNERIZONING ENGINEER INSPECTIONS ARS DEPARTMENT OF FIRE RESCTE A.LKiV AISLE COUNTY SERVICE AUTHORITY VIRGiNTA DEPARl1/IENT OF TRANSPORTATION HEALTH DEPARTMENT 1K (,ti_ITFl-% ALTER � Ljc \Io. 040=(157 k 51 p� 2120120 M E CDO M U N L1 N O Q O > E � o C,' u L M W = — Lf) M d > O C, C7 W (V z � Q) O x of � 0 a _ P- Q c Lr) rn O N a � i M C1 � CO J CD LU a O z 0 O d re U w 0 z O_ V) > w W W 0 U U O U U � W Q a w U cc LU DATE 10-21-2019 DRAWN BY A. MABEE DESIGNED BY 1. SHOWALTER CHECKED BY 1. SHOWALTER SCALE N/A Vl z LU 2: LU a z O> 0. > M z W ° O Uj U Lu Q ,-_q w m J Q r/^ Vl Q JOB NO. 44314 SHEET NO C0.0 L_ WOODED AREA 0 PROPOSED SITE LOCATION. SCREENED ON ALL SIDES BY MINIMUM 20' WIDE EXISTING VEGETATED AREA. LANDSCAPE EXHIBIT: SCALE: 1 " = 500' C� J '683 - 683 -_ - - 6 678- 75— 4- —� -6 — \ 674- - - ,673' 6 j \ / - - -- ---- �- , / - 669- / \ \ - 668 _610 - r g61 6 665 --------669' 668 - - - 1 r 1 I I SEE SHEETS: C2.0, C2.2, C3.2, C3.4, C4.0, C5.0, C5.2 ' / / / / / / / / / / ►I -666 BASE BID ITEM mp: / / / / / / / / / / / / / / / / / / / / o] O 666 i / ro0o / SEE SHEETS: C2.1, C2.3, C3.3, C3.5, C4.1, — C5_1, C5.2 J / -674-- ----- 6i7 66 9U- --_ __----__-667- _----- _-666 - > ' .660 I I I / 613 /J ��/ / / ti 064 ro 6 h1� 6y9 6� .'/0'� i *b��,���, SEE SHEETS: C2.1, C2.3, C3.3, C3.5, C4.1, C5.1, C5.2 g1 / ,6 I l I I- 1 I I 687 _ ► I I I \ \1 s8 I >1 �s 8s� I \ 6 8S \ 68,,. `686� -6 j9 \ ------6)6` SF.E SHEETS: G¢TZs.'I , Z2.3, C3.3, C3.5, C41, C5.1, C5.2 13 6 / 41'X— _X J AS ID IB Fl N, M 00 Q z SCALE 1 "=30' / NOR 0 30' 60' LDHOU �, tiL.TN I_ ,;-%TK1�' M. SH(}i'r°�iTt> l.le. No. 040=I_l57 t 5l M E O p M V N V; N � > E W 3 E a+ U T 3 Q��� �o 0 U. W O cl� y, L M U o0 W J — Lr; M a p r" zI O x o Q : U-) = = N N U > Ln a c Ln rn 41 N M a� 00 J a O z O U V) W 0 Z O > W DATE 10-21-2019 DRAWN BY A. MABEE DESIGNED BY 1. SHOWALTER CHECKED BY 1. SHOWALTER SCALE 1 "=30' Vl z W W~ a >z �z p,a z J C G O U J I --I w Lu Q W w J 0 a JOB NO. 44314 SHEET NO CO.1 s U 0 0 a3i 0 0 a Q T c m `o N 7 O 0 co m 0_ 0 0 mo -0 o� z O 0 E° � N 0- O U7 3 zN O � a g x H o o o o 0 0 0_ o .3 ID Y NFq LN X O (L).0 O U i �N (6 0 �o E L_ U N N � 2 z U O C N o Co U -0p C �o C U O vo, m L_ GENERAL NOTES 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:OOAM 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 MERTICAL). 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. 1.5" DIA GALV. PROVIDE SHOP DRAWINGS FOR REVIEW AND APPROVAL PRIOR TO CONSTRUCTION 12" MIN NOTES: 1. FINE BROOM FINISH ALL STAIRS. (TYP.) 2. RAIL ON BOTH SIDES OF STEPS RAIL (TYP.) (IF NOTED) 3. SEE PLAN FOR RISER HEIGHT 4. MAX. CENTER TO CENTER SPACING 0 BETWEEN STAIR POST TO BE 6'. T-O" ADD CENTER POST IF NECESSARY (TYP.) EXP. TO MAINTAIN MAX. SPACING JOINT FINISHED 12" MIN GRADE (TYP.) 12" (TYP.) CONCRETE 3" 0" 1 /2" R ° (MAX.) o 0 0 FINISHED 1/8" GRADE WASH 1'-4" 8" EXP. L CORE DRILL CONCRETE FOR JOINT o 5„ HANDRAIL POST, EMBED 1/8" o� HANDRAIL A MINIMUM OF 8" WASH BELOW FINISHED GRADE AND o GROUT TO THE FULL DEPTH P1 a OF EMBEDMENT (TYP.) 8" 5" # 57 STONE #3 REBAR (12" O.C.) 4 (2) #5 REBARS, BOTTOM CONTINUOUS, 3 LAP 2'-2" AT SPLICES COMPACTED SUBGRADE 3" 1'-4" EXTERIOR STAIRS AND HANDRAIL DETAIL No Scale Ul.lLL No Scale 4" DIAMETER STEEL PIPE FILLED WITH CONCRETE. BOLLARD SHALL BE PAINTED YELLOW PAVEMENT \2'-0" DIAMETER CONC. FOOTING ENGTH 0.5' FROM EP HijunJR WITH % REBAR IMBEDDED 24" IN GROUND- 2 PER WHEEL STOP PRECAST CONC. WHEEL STOP No Scale LEGEND ROADS TRAFFIC STOP BAR ® STORM PIPE & STRUCTURE NO �® DROP INLET & STRUCTURE NO. CURB CURB & GUTTER - - 200 - - EXISTING CONTOUR 200 PROPOSED CONTOUR TC 240.5 PROPOSED SPOT ELEVATION 1\ PARKING COUNT 2.0" BITUMINOUS CONCRETE SURFACE COURSE - SM-9.5A_ GRADING o 0 0 0 0 0 0 (PLACED IN SINGLE LIFT)` 0 0 0 0 0 0 0 TC = TOP OF CURB o 8" TYPE 21 B AGGREGATE BASE COURSE`-``"'"` ' , c-,ti ITFL%\' 4i. SH(}ikAL R � EP = EDGE OF PAVEMENT o EX. = EXISTING PROP. = PROPOSED �XXj�jXXxj�A�j��j COMPACTED SUBGRADE APPROX. = APPROXIMATELY r �r4 if �� TC =TOP OF STAIRS BS =BOTTOM OF STAIRS DENOTES LIGHT DUTY ASPHALT PAVEMENT ON PLANS To 1,., 04-4 #" EXISTING PAVEMENT PROPOSED PAVEMENT > SAWCUT THROUGH a MATCH EX. CROSS U EX. SURFACE w SLOPE UNLESS OTHERWISE COURSE X w SPECIFIED ON PLANS w & REMOVE PAVEMENT PROPOSED ,I'COU ( SEE EXISTING PAVEMENT MILL EX. SURFACE COURSE SAWCUT EX. BASE COURSE EDGE OF PAVEMENT AGGR. BASE NOTE: PROPOSED PAVEMENT MUST TIE IN WITH EXISTING PAVEMENT PAVEMENT REPLACEMENT JOINT DETAIL 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 MOUNTED TO BUILDING FACE. 4" MAX SICP AS SHOWN IN PLAN MAX. 1:1 c 4 a S-0" IT i Ed -� 1� - MAX 6' 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 6" DI CLEANOUT PLUG AT END OF LINE CLEANOUT DETAIL No Scale LIGHT DUTY ASPHALT PAVEMENT SECTION No Scale R= %4.. CONTROL JOINT SPACED AT WIDTH OF WALK (MAXIMUM) \EXPANSION JOINT AT MAX OF 30', WITH PREMOLDED EXPANSION FILLER CONC. WALK cQ 4Qaa4�' �a a�aa �a aad� Qa °°8a �4 °�aQ aada c`4oc n4a A_jaa aa4 a�ca�a a \O O O O O O O O O O O O O O O O O O O O O O COMPACTED SUBGRADE 4" 21-B STONE CONCRETE SIDEWALK JOINT DETAIL No Scale VARIABLE WIDTH' NON -SLIP BROOM FINISH MAX. CROSS SLOPE 2% a i 4' 3,000 PSI AIR -ENTRAINED CONCRETE COMPACTED SUBGRADE 4" TYPE 21 B STONE NOTE: SIDEWALKS SHALL BE CONSTRUCTED IN ACCORDANCE WITH VDOT STANDARDS. a CONCRETE SIDEWALK PAVEMENT SECTION No Scale ASPHALTIC CONCRETE SURFACE ;OURSE - SM-9.5A I" INTERMEDIATE BASE COURSE - BM25.OA I" TYPE 21-B AGGREGATE SUBBASE COURSE COMPACTED SUBGRADE DENOTES HEAVY DUTY ASPHALT PAVEMENT ON PLANS HEAVY DUTY ASPHALT PAVEMENT SECTION No Scale Na PARKING FIRE LANE NO PARKING - FIRE LANE SIGN No Scale M E 0 0 M U N u1 N Q o > E w , E ~ U ('D 3: Q m 3: w o U.0 w O r6 d' uj L M Qa _j U 00 W J - 1i a > o (7 W (V 0 O x Of U- Z a = U > � Q CLn a)O N a i M d CO JLu Of 0 (D 0 Of 0 w > w U Q z 0 Of 0 z 0 a U w 0 z 0 W� O W c U O O U U � W a w U m � Q� 0) 0) 0 N w < N o M 0 00 O N N DATE 10-21-2019 DRAWN BY A. MABEE DESIGNED BY 1. SHOWALTER CHECKED BY 1. SHOWALTER SCALE N/A V / z uj w a z J 0 rD I --I > w z Q C� G Z) O 06 1_4 U w Lu Q L W H cn w Q O z Vl Z JOB NO. 44314 SHEET NO. C1.0 0 U a) > Q) 0 y 3 a) u) 0 Q Q m 0 W D 0 m m Q 0 0 3 �a DO a� 0 (D 2U) z 0 O -0 o g � o a o O 3 z N 02 2 Q x �Q) o w w1:5 ill o Qw 0 .3 n 0) a)c: >Y U N x C a).0 O U w 2 2N mC �0 6 0� Ea 0 m 0 �0 U Q 0 c u _0 @ U -0 ? �N u� N 0 � U @ O Q� W L_ 0601 DI APPROX. DRAIN AREA = 9.98 SQ IN APPROX. WEIGHT = 3.54 LBS C=) CD 0 0 0 0 0 0 0 12 X .50 07.87 1.25 25 5.87 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 RIGHTS. THE RECEIPT m BUFORD, GA 30518 GRATE HAS LIGHT DUTY RATING OR POSSESSION OF THIS PRINT DOES NOT CONFER, DATE 3-5-00 1� PHN (770) 932-2443 QUALITY: MATERIALS SHALL CONFORM TO ASTM A536 GRADE 70-50-05 TRANSFER, OR LICENSE THE USE OF THE DESIGN OR riylo last FAX (770) 932-2490 PAINT: CASTINGS ARE FURNISHED WITH A BLACK PAINT TECHNICAL INFORMATION SHOWN HEREIN REVD BY JJC PROJECT NO./NAME www.nyloplast-us.com REPRODUCTION OF THIS PRINT OR ANY INFORMATION TITLE 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 DISCLOSURE TO OTHERS 6 IN DROP IN JUSTICE, 28 CFR PART 36. IS FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN PERMISSION FROM NYLOPLAST. 02010NYLOPLAST DWG SIZE A SCALE 1:4 SHEET 1 OF 1 DWG NO. 7001-110-018 REV D MAX. 6'-0 ;/ �f�MAX. 6'-0" GRIPPING RAIL - 4�/2" O.C. 74" NPS PIPE PICKET �_41/s" O.C. 5/s" SOLID PICKET I I I - I GROUNDING ELECTRODE RAIL EXPANSION JOINTS AT 1' INTERVALS NOT EXCEEDING 3" MAX. 30 FEET. / 1'-3" POSTS 2" MIN. NPS (2.375" O.D.) SCHEDULE 80 PIPE RETAINING WALL RAILS 2" MIN. NPS (2.375" O.D.) SCHEDULE 40 PIPE EXPANSION JOINT PICKETS : %4" MIN. NPS (1.05" O.D.) SCHEDULE 40 PIPE OR e " MIN. SOLID STEEL SMOOTH ROUND ROD HR-1 TYPE II PEDESTRIAN RAILING (FOR USE ALONG SIDEWALKS AND RAMPS) SEE ROADWAY PLANS SEE ROAD PLANS FOR RETAINING HR 1 WALL DETAILS. MAX. 6'-0" MAX. 6'-0" /z" DIA. SOLID STEEL SMOOTH ROUND ROD (TYP.)OR 1" STANDARD PIPE. ANCHOR BOLTS 4" O.C.-�{ (TYPJ 12' MIN T 3" MAX. I ANCHOR BOLTS OR TYPICAL SECTIONS 2min. 112" FOR DISTANCE TO 1/2" NPS SCHEDULE 40 PIPE j IN. CONCRETE STEPS GRIPPING RAIL POSTS : 1/2" MIN. NPS (1.90" O.D.) SCHEDULE 80 PIPE SIDEWALK OR SHARED RAILS 11/2" MIN. NPS (1.90" O.D.) SCHEDULE 40 PIPE USE PATH. GROUNDING ELECTRODE HR-1 TYPE I HANDRAIL 12" 2�/4" min. (FOR USE ALONG STEPS) MIN. NOTES SOLID STEEL 1. THE CONTRATOR SHALL SUBMIT DRAWINGS DETAILING ALL SMOOTH ROUND ROD ASPECTS OF FABRICATION AND INSTALLATION OF RAILING, CONCRETE FOOTING TO INCLUDING CONCRETE FOUNDATIONS FOR APPROVAL BY THE BE DESIGNED BASED ON GRIPPING RAIL DETAIL ENGINEER PRIOR TO INSTALLATION. SHOP DRAWINGS SHALL SOIL CONDITIONS. 12" ANCHOR BOLTS (FOR USE ALONG SIDEWALKS AND RAMPS) BE SIGNED AND SEALED BY A PROFFESSIONAL ENGINEER, MIN. HOLDING A VALID LICENSE TO PRACTICE ENGINEERING IN GRIPPING RAIL SHALL BE INSTALLED WHEN THE COMMONWEALTH OF VIRGINIA. THE SIDEWALK OR RAMP GRADES ARE EQUAL 2. ALL RAILING COMPONENTS AND FASTENERS SHALL BE GALVANIZED IN TO THAN 5 BRIDGE EARTH FOUNDATION DETAIL RAILOWILLRER BETNCIDENTAL TORTHE TCOST OFG TOCORDACHHIEVEEA UNIFORM COATING ONWITH THE CURRENTAALL �SURFA ES VENTNGAANODS (FOR USE WITH TYPE II & III RAILINGS) THE RAILING. DRAINAGE HOLES FOR GALVANIZING SHALL BE INCLUDED IN THE SHOP DRAWINGS. 3. ALL FASTENERS SHALL BE IN ACCORDANCE WITH ASTM A307, MAX. 6'-0" MAX. 6'-0" ASTM A563, AND ASTM F844. ALL ANCHOR BOLTS SHALL BE IN SEE ROAD PLANS ACCORDANCE WITH AASHTO M314,GRADE 36. 4/z" O.C. 3/4" NPS PIPE PICKET 4" FOR RETAINING 4. A CHEMICAL ANCHOR SYSTEM FROM VDOT'S APPROVED MATERIAL 4�/8" O.C. 5/8" SOLID PICKET 4 WALL DETAILS. LIST MAY BE USED IN LIEU OF CAST IN PLACE ANCHORS AND SHALL BE INCLUDED IN THE SHOP DRAWINGS. --� 5. POSTS SHALL BE MITERED TO MATCH GRADE OF RAMPS, SIDEWALKS, AND STEPS. I 6. HANDRAILS SHALL MATCH GRADE OF RAMPS SIDEWALKS AND STEPS. 7. ALL POSTS AND PICKETS SHALL BE SET PLUMB. 8. RAILINGS SHALL BE GROUNDED AND EFFECTIVELY BONDED. I I I GROUNSDINDG EMATERIALS INSTALLATION TO BE IN ACCORDANCE WITHI I I 9 COMMERCIALLY AVAILABLE DESIGN NG AND FFABRICATING G G SYSTEMS MAY BE USED IN LIEU OFTHE RAILING. DOCUMENTATION FROM ANCHOR THE MANUFACTURER VERIFYING THAT PROJECT REQUIREMENTS ARE RAIL EXPANSION JOINTS AT-'I­-1 BOLTS MET WITH THE RAILING SYSTEM SHALL BE SUBMITTED WITH THE INTERVALS NOT EXCEEDING 3" MAX. INSTALLATION DRAWINGS AND APPROVED BY THE ENGINEER IN 30 FEET. ACCORDANCE WITH NOTE 1. V-3" POSTS 2" MIN. NPS (2.375" O.D.) SCHEDULE 80 PIPE 10. HANDRAIL TO BE IN ACCORDANCE WITH THE LATEST EDITION OF RETAINING WALL RAILS 2" MIN. NPS (2.375" O.D.) SCHEDULE 40 PIPE THE VIRGINIA UNIFORM STATEWIDE BUILDING CODE. EXPANSION JOINT PICKETS : 3/4" MIN. NPS (1.05" O.D.) SCHEDULE 40 PIPE 11. THIS HANDRAIL IS TO BE USED ONLY AS A PROTECTION FOR OR a " MIN. SOLID STEEL SMOOTH ROUND ROD GROUNDING PEDESTRIANS AND SHOULD NOT BE PLACED IN ANY LOCATION ELECTRODE WHERE IT MIGHT BE SUBJECT TO ANY VEHICULAR IMPACT. HR-1 TYPE III BICYCLE RAILING FOR VEHICULAR PROTECTION STANDARD GUARDRAIL SHOULD (FOR USE ALONG SHARED USE PATHS) BE USED. SPECIFICATION A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE. XVDOT REFERENCE STANDARD HANDRAIL ROAD AND BRIDGE STANDARDS 105 238 METHOD OF LOCATING AND ERECTING REVISION DATE SHEET 1 OF 1 504 VIRGINIA DEPARTMENT OF TRANSPORTATION 7/11 601.05 (1,2) INTEGRATED DUCTILE IRON FRAME & GRATE TO MATCH BASIN O.D. (3) VARIABLE INVERT HEIGHTS AVAILABLE (ACCORDING TO PLANS/TAKE OFF) NYLOPLAST DRAIN BASIN WITH STANDARD GRATE MINIMUM PIPE BURIAL DEPTH PER PIPE MANUFACTURER RECOMMENDATION (MIN. MANUFACTURING REQ. SAME AS MIN. SUMP) (4) VARIOUS TYPES OF INLET & OUTLET ADAPTERS AVAILABLE: 4" - 30" FOR CORRUGATED HDPE (ADS N-12/HANCOR DUAL WALL, ADS/HANCOR SINGLE WALL), N-12 HP, PVC SEWER (EX: SDR 35), PVC DWV (EX: SCH 40), PVC C900/C905, CORRUGATED & RIBBED PVC WATERTIGHTJOINT (CORRUGATED HDPE SHOWN) 3 1 - 8"- 30" STANDARD GRATES SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-05. 2 - 12" - 30" FRAMES SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50.05. 8" & 10" 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.7001-110-065. 4 - DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHALL CONFORM TO ASTM D3212 FOR CORRUGATED HDPE (ADS N-12/HANCOR 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.7001-110.012. 6 - 12" - 30" 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 8" MIN THICKNESS GUIDELINE (5) ADAPTER (6, 7) TRAFFIC LOADS: CONCRETE SLAB DIMENSIONS ARE FOR ANGLES GUIDELINE PURPOSES ONLY. ACTUAL CONCRETE SLAB MUST BE VARIABLE 0'-360° DESIGNED TAKING INTO CONSIDERATION LOCAL SOIL CONDITIONS, ACCORDING TO TRAFFIC LOADING, & OTHER APPLICABLE DESIGN FACTORS. c PLANS SEE DRAWING NO.7001-110-111 FOR NON TRAFFIC INSTALLATION. (3) VARIABLE SUMP DEPTH �&A !I ACCORDING TO PLANS (6" MIN. ON 8" - 24", 10" MIN. ON 30" 4" MIN ON 8" - 24" BASED ON MANUFACTURING REQ.) 6" MIN ON 30" s THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS I, 8" - 30" 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 COVER FOR EASY ACCESS 3.56 1.81 EM DUCTILE IRON �\ NYLOPLAST 13.56 + DONOT POLLUTE DRAINSTOWATERWAYS \� 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 PHN (770) 932.2443 GRATE MEETS H-20 LOAD RATING TRANSFER, OR LICENSE THE USE OF THE DESIGN OR Nylo last FAX (770) 932-2490 QUALITY: MATERIALS SHALL CONFORM TO ASTM A536 GRADE 70-50-05 TECHNICAL INFORMATION SHOWN HEREIN REVISED BY EBC PROJECT NO./NAME www.nyloplast-us.com PAINT: CASTINGS ARE FURNISHED WITH A BLACK PAINT REPRODUCTION OF THIS PRINT OR ANY INFORMATION TITLE CONTAINED HEREIN, OR MANUFACTURE OF ANY DATE 3-16-10 12 IN SOLID COVER ASSEMBLY LOCKING DEVICE AVAILABLE UPON REQUEST SEE DRAWING NO. ARTICLE HEREFROM, FOR THE DISCLOSURE TO OTHERS 7001-110-033 IS FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN PERMISSION FROM NYLOPLAST. 02010 NYLOPLAST DWG SIZE A SCALE 1:8 SHEET 1 OF 1 DWG N0. 7001-110-204 REV C Asphalt Pavement Restoration Detail for Open Cut Utility Installations Mill & resurface *** Saw -cut existing pavement to the full depth of asphalt N 112" min. Asphalt Concrete Surface Material* T_6" min 1.5" min. 10" min. NOTES: * Asphalt Concrete Surface Material: SM-9.5A for ADT < 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. PB-1 *** 12 inches minimum beyond the edge of the trench on longitudinal open cuts, or 25 feet minimum beyond the trench centeriine on perpendicular open cuts, or as determined by the district administrator's designee. Date: August 27, 2014 Mill & resurface \ 12"' min. Asphalt Concrete Base, Type BM-25.OA Aggregate Base Material, Type I Size No. 21A or 21 B 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 of existing sub -base, whichever is greater I IHorizontal and vertical surfaces 6" Bench 6" 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 backfill material in accordance with Section 302 of the Road and Bridge Specifications No. 26 or 27 aggregate pipe bedding in accordance with Sections 205 & 302 of the Road and Bridge Specifications ** ti ' . (-,ti-IrFL1 ' 4i. sH(}ikAL ,R � Lie. No. 040=(157t5l M !_ CD 0 M U N U� N C: > E w °J E W U - Q LL o LL L w0 ror, aJ UoMo wJ-Ln N p N N -Z C7 LU Z C,11 :1 X - 0 Q : Uc j Ln F_ Q . c Ln rn 4 N � M a � 07 J kD H CL 0 0 O I - a U U) w z O U0 w IY DATE 10-21-2019 0 DRAWN BY A. MABEE DESIGNED BY 1. SHOWALTER CHECKED BY 1. SHOWALTER SCALE N/A V / z W W Q J z I --I O ~ > `< 1 W r r C G 0 06 I --I Ln W oc � LU 1 cn w 00 Q O z Vl P JOB NO. 44314 SHEET NO C1.1 L 1 x 6 CAP CONC. - STONE G911 2 x 4 RAIL (TYP.) - 3' 0" 4 x 4 POST UNLESS OTHERWISE NOTED ON PLAN VIEW 8'-0" 1 x 6 TRIMMER 1 x 6 SIDING 8'-0" 30" NOTE 3" ADJUST TO HEIGHT 10" OF CASTER WHEELS ON GATE 3' 0" CONC. 12„ POST ELEVATION SCREENING FENCE AND GATE DETAIL No Scale 1 x 6 TRIMMER 1 x 6 SIDING 1 x 6 TRIMMER 2 x 4 RAILS NOTE: ALL LUMBER SHALL BE PRESSURE TREATED OUTSIDE ELEVATION INSIDE ELEVATION STP-1 ANCHOR SLEEVE BASE (SEE DETAIL) f 1 x 6 CAP VW�2''-14 GAUGE OR 2'/2"-12 GAUGE SQUARE TUBE POST 'FLANGED SHOULDER BOLT ITH SERRATED FLANGE NUT x4< OUTSIDE GATE VIEW INSIDE GATE VIEW 0 0 2"-14 GAUGE OR 2'/2"-12 GAUGE 0 0 SQUARE TUBE POST 0 O 0 0 0 0 0 0 � 0 ANCHOR SLEEVE o 0 2/p" x 7 GAUGE FOR 2" SQUARE TUBE POST 3" x 7 GAUGE FOR 21/2'' SQUARE TUBE POST o' CLASS A3 CONCRETE OR A PREAPPROVED BAG MIX FROM THE ° a DEPARTMENTS' APPROVED LIST, NO. 31. rE ., FOUNDATION TYPE A ANCHOR SLEEVE (2 '/2" x 7 GAUGE FOR 2" SQUARE TUBE POST OR 3" x 7 GAUGE FOR 21/2" SQUARE TUBE POST) 17/32" DIAMETER HOLE, TYPICAL EOP- \G ROD WITH 3UCKLE 3S BRACE CONCRETE WHEEL STOP ANCHOR WITH 5/8" REBAR IMBEDDED 24" IN GROUND HANDICAP SIGN HANDICAP SIGN LOCATION (VAN) LOCATION (TYP.) (C - M//// 8, PAINTED PER 2% MAX. y —4„ VDOT SPEC. y 8' 1 5 8 8 8 TYPICAL VAN ACCESSIBLE ACCESSIBLE HANDICAP SPACES 2x4FRAME II TYPICAL PARKING SPACE DETAILS No Scale %---1 6 x 3/2" GRADE 8 O O FLANGED SHOULDER BOLT O 0 ;)O WITH SERRATED FLANGE NUT ANCHOR SLEEVE BASE DETAIL XVDOT A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE. SPECIFICATION SQUARE TUBE SIGN POST REFERENCE ROAD AND BRIDGE STANDARDS SHEET 4 OF 12 REVISION DATE FOUNDATION TYPE A DETAILS 700 1321.13 NEW 01/15 VIRGINIA DEPARTMENT OF TRANSPORTATION n n � n r� � n r� e n r•� � r•� � r n T n � � r� n r� r� n ff REGULAR SPACE ;E OF JRB 4" NTED RIPE 'ICAL) Lic No.04021_1i715l �0"20 { + l M E O p rn U N V; N C: > E w a� E +� Q � �' 3 0 U. 2 w O 0� yd L M a< w U 00 W J — Lr; M a> pcV (D W N O x Of 0 Q :3w U-) = N N = U > Ln Q c Ln O� 41 N N M a � co J a O Ln DATE 10-21-2019 DRAWN BY A. MABEE DESIGNED BY J. SHOWALTER CHECKED BY J. SHOWALTER SCALE N/A Vl z w w a J � 1--1 0 < Lu G O 06 I --I w V) w Q L W H V) w Q O z JOB NO. 44314 SHEET NO C1.2 L_ NOTES: INTERIOR 1.0' (W) BLOCK WALL CONC. FFE: 68731' ELEV=68739' DBL. DOOR (W=5.7) (BAND RM.) _ 3 DOORS (W=3.0' EA.) (HALLWAY) CONC. 687.3V (GRASS) METAL / HANDRAIL/ 684 2 STORY BRICK BUILDING WESTERN ALBEMARLE HIGH SCHOOL CONC. 686.72' FFE: ELEV=685.35' 7 ? 1 10 Q CONC. -' LANDING CONC. CONC. - - _ LANDING U STEPS 686.90' I 10" CONC. WALL 4 RISERS / TOP ELEV=688.84' 3 TREADS -683 / STEPS \ CONC. CONC. SW 2 STORY 10 RISERS - - LANDING BRICK BUILDING 9 TREADS - - - - _ _ - _ _ - - 683 - - - - WESTERN ALBEMARLE CONC .STAIRS W/\- HIGH SCHOOL CONC. _ - -METAL HANDRAIL - LANDING ��_ - ---- -- — — —— _--- 680 MEAL HANDRAILSTEPS 1T RISERS -- — 680 - _ STEPS FFE: - _ — � RISERS ELEV=676.09' _ - - 9TREADS - -679- - - - - _ 12.TREADS/ - - - - - - - ELEV=676.02' \ - - 678- - �,P� - - - - ' - - - - - 676 - - - - - - -- - - - - CONC. SW- 1-676 _ _ \ CONC. SW _ CONC. PA� 1 'V/ HVAC \ 1-- — — — — —— — —675— .616 TIMBER STAIR --- G — — -674 GRAVEL ION-� / 10 i / I ❑f \ o i - UGP CONC. PAD W/ _ BUG / 16LD. EQUIP. _669 - / FFE: METAL ELEV=669.63' SHED / / 1 668 ' / FFE: 1 - _ _ _ 12" RCP / \ ELEV=669.6' A _ BURIED 610 U 1 v NO INVERTS kXT ELEV=669.53' 1 v (NOTACCESSIBLE) I P / -665 ASPHALT < RAMS k \ I SHED -669 ' �//vGsp \ / METAL,STAIRS l / / FFE: I 1 ELEV=67b.53' / ' 2 STORY l METAL l 1 ' SHED 668-------------------- // 1 / 1 I � / 1 / 1 i ' 1 i i --- 667-------------- 1. HORIZONTAL DATUM IS BASED ON NAD83 (NA2011), VIRGINIA STATE GRID, SOUTH ZONE. VERTICAL DATUM IS BASED ON NAVD 88. DATUM ESTABLISHED THROUGH LEICA SmartNet. 2. TOPOGRAPHIC DATA DEPICTED BASED ON A CURRENT FIELD SURVEY BY THIS FIRM. 3. THIS IS NOT A BOUNDARY SURVEY. EASEMENTS MAY EXIST WHICH ARE NOT SHOWN HEREON. 4. MISS UTILITY CONTACTED, TICKETNO. A918402688-OOA UTILITIES SHOWNAS MARKED; NO ADDITIONAL SUB -SURFACE UTILITY INVESTIGATION HAS BEEN PERFORMED BY THIS FIRM. EVIDENCE OF UNDERGROUND UTILITIES ARE PRESENT WHERE NO MARKINGS FOUND. 5. SURVEYAREA DEPICTED HEREON IS A PORTION OF ALBEMARLE COUNTY PARCEL ID NO. 56-17C IN THE NAME OF COUNTY OF ALBEMARLE SCHOOL BOARD. PROPERTYADDRESS IS 5941 ROCKFISH GAP TURNPIKE, CROZET, VA. QS SANITARY MANHOLE (MHS) ® CLEAN -OUT WATER VAULT FIRE HYDRANT ® WATER VALVE QD STORM DRAINAGE MANHOLE (MHD) SD STORM DRAINAGE RCP REINFORCED CONCRETE PIPE HDPE HIGH DENSITY POL YETHYLENE PIPE CPP CORRUGATED PLASTIC PIPE —0 DRAINAGE DIRECTION ARROW 0- WATER SPIGOT 0 UTILITYPOLE 0* LIGHT POLE ❑s ELECTRIC BOX Qs ELECTRIC METER < GUYANCHOR v SIGN Op BOLLARD Q MONITOR WELL UT/L/TYMANHOLE HANDICAP PARKING SPACE UFO UNDERGROUND FIBER OPTIC / TELECOM UTILITY UGP UNDERGROUND ELECTRIC UTILITY W UNDERGROUND WATER -LINE OHP OVERHEAD POWER UTILITY EDGE OF PAVEMENT (EP) DECIDUOUS TREE (DEC) LSA CONIFEROUS TREE SW LANDSCAPE AREA EP SIDEWALK EG EDGE OF PAVEMENT CONC. EDGE OF GRAVEL CONCRETE TREE -LINE/ WOODED AREA GUARDRAIL CONTOUR INTERVAL = 1' THIS TOPOGRAPHIC SURVEY WAS COMPLETED UNDER THE DIRECT AND RESPONSIBLE CHARGE OF PAUL HUBER FROM AN ACTUAL GROUND SURVEY MADE UNDER MY SUPERVISION; THAT THE ORIGINAL DATA WAS OBTAINED ON THE FOLLOWING DATE: JULY 17, 2019. THIS BASE- MAP AND DIGITAL GEOSPATIAL DATA INCLUDING META DATA MEETS MINIMUM ACCURACY STANDARDS UNLESS OTHERWISE NOTED. m 00 z SCALE 1 "=10' 0 10' 20' I_ ,;-%TK 4M. SH( W.kiTL•R l.ie. No. 0402U57t5l 9/"0l20 m E O p M U N V; N c: > E w E U 3 < ! �3 w o w - n w O co ,1 0� yd L m << w U 00 W = — Lr; M a p cV U W (V z� a'M O x ccf C) w Q Ln _ N = U > Ln c Ln rn 41 N N m a� 00 J DATE 10-21-2019 DRAWN BY A. MABEE DESIGNED BY J. SHOWALTER CHECKED BY J. SHOWALTER SCALE 1 "=10' Q '/^'� 0 Vl W z U) W Q w z 3 G 0 < �L z p V) o z w Q Lu ~ Lu m 0 Paz O = U 1, ^ U) I --I X w JOB NO. 44314 SHEET NO. C2.0 6 U N O m 0 O fl. O_ T C m `o m N 0 a c co co Q 0 0 as �O O O Z O 02i E o � N 0- O D c Z N O � a g x � o w o O L 0 0 o .3 a 0) ID N � �N X c O O O U i N N (6 0 O U � O N E 7 � U N N � io .2 .0 -0 N O N .2 co U -02 cN M U_ c O c U n o vo, m a). L- m 0 m 0 Q a a 00 0 0 N O N O N N C O 0 a 3 x Lu cm 5 U O N 0 7 O L iLD U >2 V M V M 0 MATCHLINE 1 ; / \ � � � � � � � �,LT-H MATCHLINE 2, INV. OUT = 670.30' l / / / \ - ❑ t5" CMP , , / /I / / \ \ ' , t-,ti-ITH 1 ' M. SH( WALTL•R � ----674--\ ��- / ROCKAR7140R _ _ / / \ \ -ie. No. _ _ \--------63 - _-- _- -- 1 \\ SP�P `l0 ---------- _-------671- - - - I -- CLEAN -OUT (4"-METAL) o E - 669 - - - - - ' _ _ _ _ - - - - - - I / / \ \ \ \ _ _ NV. IN 670.52, TOP=687.56' M U -------- _- 668 -- __-_-\\ \\\\ /-- 15'.CPP (TYPUNK.) Q 0 0 _--667--- _ _- \ w O co ,1 .665— /l 11 11 11 \\\ /// ''--------^\ 0- —L 0 01* ui -664-- \\ \ 11 l 11 l / I // '/ 0/ �o z_F- �`-`'cl � Z SIGNS o Q � o - - - _ 63 \ \ Ln 0* \\ - - - - - - - - 1 41 O N W � O \ SCALE 1 "=10' m M 0 10' 20' o O U ASPHALT cl� \ — 660� \`\ `� MATCHLINE 2 Llj -------- \ I \\//// // 0 W O Ln 1 ' O mLu� w NMN Q WOOD PANEL `\ I a ° o \ \ / W /MOUNTED \ \ I z L)GP I I 1 \\ \\ ELECTRIC BOXES \ - - _ i \ 1 0 DATE > 10-21-2019 0 WOO I \ \ 1 \ \ \ \ - _ _ - - 686- - - - �- _ ASPHALT \ } DRAWN BY POST ► \ / _ \ A. MABEE DESIGNED BY 1 / I I 1 / / / / \ I I I ACK-FLOW \ \ \ \ \ I y \ \ \ \ \ I I 1 ?RANSFORMER I I I I I REVENT�R \ \ \ \ \ \ \ \ \ \ \ \ \ I \ \ \ • J. SHOWALTER \ \\ BOL Wo DRDS 'I I I \ \ \ \ \ \ \ \ \ \ \ \ 6' \ \ \s CHECKED BY \\\ \\ 8s I \ sue\ / / / / / / / / / / / / / I I I � I I I \ \ � \ \ \ \ \ I \ \ \ \ • J. SHOWALTER `b / / / / / I I I \ \ ` \ \ \s \ \ \ \ • • SCALE / sue\ \ I� _ _ — — \\ • 1„=10' CONC REMNANT. I \ I I I I 1 \ \ \ \ \ \ \ \ \ \ \ I \ \ 1 1 I I I 1 \ \ \ \ \ \ \ 6cP?` \ \ — — — — \ \ \ \ • 682 \ \ \ \\ \\ • \ 6"DEC I 1 \ 1 1 1 I \ \\ \\ \ \ \ \ \ \ \ \ \ \ CL 106� // // I I l II 11 I I 1► \ \\ \\ \\ \\ \\\ \\\ \\\ \\ \ e-1 / RCjYCK / / / / Coll / / I / \ I I I I \ \ \ \ `\ '680 \ \ \ \ \ \ \ m / RMOR / / / /Al QQ \ II I 1 \\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ #p \ \ \ \ \ \ \ 1 \ ` \ \ �� \ \ \ sg4 \ w U) `\ / / \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ 3� \ W w Lu INV./ UT = 659.40' / / /l /l l I \ \ \ \ \ \ \ ` \ \ sa O \ \ \ rn\ \ \ \ \ 2T / I \ \ SECTION / l l / \ 6„DEC // /l // \\ \ \ \ \ \ \\ \ \ \\ \\\\\ //37 681, � \ P1 w z 1—I LL SD GRATE INLET / UGP— \ \ \ rn \ \ \ \ \ \ \ \ \ \ (2.5'x2.5) / �� I \ \ \ ` \ \ \ 1 \ \ \ \ ( / ` \ TOP=665.19' Ci \ \ \ \ \ I > \ Bg H� Lu , I^ lLu INV.OUT=661.91'18"HDPE 0�p / GA\ \\ \\ \\ \\ \ \ \ I \\ \> // / \ \ ` \ W � V Q z UGP— ® \ \ ` \ \ \ NIN = 672.86' w / / \ / / s \ I —I O \ \ GRAVEL \ \\ \\ \ \ \ \ 1\ 1V. 0"HDPE may. _-67 1„PVC c SIAND-PIPE _ \ 1 1 1 \ \ \ \1 1 I 1 \ / / / ^ _ r l FRAME I \\ ` \ \--674- - -\ \ \ II �_ ,' /'-------- - - - - -- BUILDING s \ (ON SKIDS) I I \ \\ \\ \ \ \ '\1--------� \ \ I \\ / '/ V/ I co Q \ \ \ \ c�Q 1-4 cA / I \ \ \ \\ \ \,/ 00 X GRAVEL \ �`0 I I \ I z '6'6, / I / I \ \ \ / / 7-675 APPROXIWATE LOCATION OF EXISTING IRRIGATION LINE / / 6 ❑p \ \ O \ INV. OUT = 672.22' ❑ s\ \ X �'� \ I 11 \1 10"HDPE \1 11 I , \\\ // /// / S LE 1 =10 1 1 I / / - - _ SCALE 1 -10 ❑f 0� 0oco BACK -STOP t✓ 0 0' 20' 1 1 \ \ I I \ / / / / / / 0 10' 20' JOB NO. 44314 ' ' \\ ATCHLINE 1 / , ,' ��� SHEET NO. I ' C2.1 6 U c N O L a3i 0 O a Q T C m `o a) 0 co L U) a c co m 0- 0 3 c m a �0 0 o� z �0 0 c E o a) C N � N 0- o D cD 3 Z N 0 g x � o w o o 0 0 Q� °.3 a c > Y .N �N U O x 0 0 O U N u, `m 0 o E� U N O -O O ,2-0 �U O C N u) O Co U -� cN U� N O O U Q0 U� L_ (GRASS) METAL HANDRAIL CONC. FFE: 68731' ELEV=68739' DBL. DOO\ . (W=5.7) ■ (BAND RM) I Z INTERIOR 1.0' (W) Z BLOCK WALL 2 STORY BRICK BUILDING WESTERN ALBEMARLE HIGH SCHOOL FFE.' ELEV=676.02' 3 DOORS _ Z (W=3.0' EA.) O (HALLWAY) CONC. 7 687.31' SAWCUT CONCRETE STEPS 10 RISER 9 TREADS REMOVE RAILS PRESERVE STAIRS FFE: ELEV=676.09' - - - - - 676 - - - - - - -- i - _ CONC. SW 1 SAWCUT SIDEWALK CONC. PAc� AT NEAREST JOINT \ 1 �W/ HVAC \ 1 \ I 7 / \ TIMBER STAIR \ / --- - EG \ GRAVEL ION- \ \ 6g � / I ❑f \ \ \ I -- —UGP — _ � � ' CONC. PAD W/ I 16LD. EQUIP. 6� 1 i \UGP FFE: METAL ' f ELEV=669.63' SHED 2 STORY BRICK BUILDING REMOVE RAILS WESTERNALBEMARLE T HIGH SCHOOL REMOVE TOP LANDING OF STAIRS AND SINGLE STEP AND LANDING TO DOORS FOR - - - RECONSTRUCTION 10"CONC. WALL TOP ELEV=688.84' — ;:,— REMOVE RAILS FFE: ELEV=685.35' PRESERVE STAIRS CONC. STAIRS W/ METAL HANDRAIL ' STEPS \ -- —680- STEPS / 1*RISERS _ _ -"n RISERS' 9 TREADS- - - 679- - - - _ - - 12.TREADS, 678--- -,- CONC. LANDING STEPS 4 RISERS 3 TREADS CONC. CONC. SW LANDING ---683---- _MEAL 680 HANDRAIL 1 �---- - - - - -- ------- --- _ —675— 15 / .6---- ___- 673 ' / 612 — , 611 i i 67 n � � i i _ - _669 REMOVE HARDSCAPE & GRAVEL \ REMOVE N1,9 CLEAR AND GRUB WOODED FFE: - _ 12" RCP AREA _ _ ' \ ELEV=669.6' A ' BURIED -670 \ I ' NO INVERT S REMOVE TREE / \ kXT ELEV=669.53' (1NOTACCESSIBLE) _ - � i 661- ■ ■ SAW CUT CURB SIDEWALK P -666' OR ASPHALT (SIDEWALKS SAWCUT SIDEWALK , - ' AND CURB TO BE CUT AT , -665 NEAREST JOINT) ASPHALT / )r \ UGp Y RAMS I i SHED \ / \ ----___gAq UGA l --__-- --669-- l ' ��//140 \ l / I \ / METAL/STAIRS „ SAWCUT / FFE: I I ELEV=67b.53' i 2 STORY l I I ' METAL ' SHED // I - _ 668-------------------- / 1 I 00 / 1 i I ' I Z ' ' I I SCALE 1 "=10' --- 667-------- I 0 10' 20' w-�, tiI.TN l.ie. No. 0402U57t5l 21"0120 M E O p M U N V; N c: Q o > E E W > �+ ~ U a 3 Q '! + 3 LL 0 LL o w O co ,1 yd L M QLLw U00 W = — Lr; r-i W p N v O x ccf o Q :3w = U > Q Ln c Ln rn O 41 N a rn i M a � 00 J CL O c� DATE 10-21-2019 DRAWN BY A. MABEE DESIGNED BY 1. SHOWALTER CHECKED BY 1. SHOWALTER SCALE 1 "=10' Vl Q I --I 00 z W LL a uj Q � co \ u O>� Q z pC C� G O I --I U wz Lu Q Q 2: a (n Lu Q z O Vl Q J O Lu 0 JOB NO. 44314 SHEET NO CL.L as �O O O z O 02i E o a) c o � N 0- O D CD 3 Z N O � a g x � o w o o 3 0 o .3 a 0) ID.E .� Y N Fq 7 N X c a)O O U i N N (6 0 N O � O N E U N N U � N O N .2 co U -02 cN mw �o O U a O vo, m a L- 0 a� 0 m Q T a 00 0 O N 0 N O N N c 0 a) 0 d 3 7 w U) Z) 0 J w z a J a z 0 J 0 2 w 0 N U 0 U a) m L 0 m N 0 0 0 'O iN L cl)I >2 4 M v � � � � � � MATCHLINE 1 MATCHLINE 2 REMOVE l / INV. OUT = 670.30' 1 15" CMP / , / SAWCUT AND REMOVE - - - -674 - - REMOVE _ - - - / , AND REPLACE ASPHALT _ ROCfCARlG10R _ - \\\ \\\\ - PER UTILITY TRENCHING - _ - \ \ DETAIL - - - _ _ ..GL-EAR AND GRUB _ ---------672--- -_- WO()n.ED-AREA X LT-H 0. c_ , _ITKti�' M. SH(}%V Ttx l.ie. No. 0402.157 t 5l gEMOVE STORM -------------___-------671 -----� \ PIPE --- - 670 — � _ _ _ - - - - - - - - � - _ _ \ \ \\ \\ \ \ � CLEAN -OUT (4"-METAL) M E __-------- — — - REMOVE-' \\ \ \\\�\ REll�O.1/E 00 - 669- - - - - _ _ _ _ _ RIP RAP \ \\ \ _ TOP=68756' rn _ - - \ '`\\\\ \� \ - _ _ NV. IN 9 570.52 (TYP UNK.) rrlj _--- _--- ----- �\ \ 15.C1G1P Q 0 ------ ---- __ 668 - --\\\ - > E 667----- \ /l / /�� SAWC REMOVE _ AND REPLACE ASPHALT uj a 3: PER UTILITY TRENCHING a U. - ----- _-_-_-666---- _ — — DETAIL Lw0 0� QJUOm0 Z 665— — \ / / / / / \ / i _____- wN —Lri o — \ / / / / / i 0* / CO (D W M H — ---- ____-664----------_` `\ 1 I // DO NOT DISTURB ----- Q �O `lX U ---- --- \ \ ► l l SIGNS z �ea w Q Q _-_-662-_ \ I I / l l / �\ aLri -------- O ry, 5 Q 0 Lu ---661'- \\ \� \1 I I I I I // \ SCALE1"=10' am NOR o w Z ASPHALT w — 660 \\ \\ l 11 l lI I ► I l I U HLINE 2 a - - - - \ \ I \ / / / ► I SAWCUT AND REMOVE \ \ I \ ,/ / / / ► I I 1 / AND REPLACE ASPHALT (D O W \ I I / // / / // I 1 1 11 ' PER ASPHALT PAVEMENT /I / 0 m � - - \ \ss9SECTION DETIAL ON C4.0. I = > w �00 DO NOT DISTURB / = Q WOOD PANEL \ / I Q o \ \ / W /MOUNTED \ I z ELECTRIC BOXES \ - - , J \ \ O DATE o' 10-21-2019 rNciv OVE 0 WOO I \ \ \ \ � -__-- 686----7, 1 } DRAWN BY POST I I I �\ \ � \-��' � �� 1 A. MABEE \ / \ I I I OO I I bONOTD�'STURB \ G� \ \\ • DESIGNED BY 1 1 1 / / / / DO NOT DISTURB I 1 I I �ACK-FLO \ � � \ \ \ \ � \ SAWCUT AND REMOVE I I 1 / yRANSFORMER I I I PRESERVE I IREVENT�R \ \ \ AND REPLACE ASPHALT • J. SHOWALTER \ PER ASPHALT PAVEMENT WO D I \ \ \ \ \ \ \ • CHECKED BY 1 I SECTION DETIAL ON C4.0. BOL ARDS I I I \ \ ` \ \ \ \ \ 6 \ \s 8 LEGEND: J. SHOWALTER \ \ • • SCALE \ \ \ REMOVE I I I � I CONCI I CONTRACTOR SHALL LOCATE EXISTING REMOVE HARDSCAPE 1 -10 \ \ \ \ REMNANT. I 1 I 11 WATER LINE AND ENSURE LINE IS \ \ \ \ \ \ \ \ _ _ & GRAVEL • PRESERVEDI THROUGH CONSTRUCTION. \ \ \ \ \ \ \ WATER LINEIIS BELIEVED TO RUN NORTH 1' \ \ \ \ \ \ \ \ \ \ \ \s8 \ \REMOVE GRAVEL \sss\ \\\ CLEAR AND GRUB WOODED TO OFF TH EAST SIDE OF THE EX. \ \ \ \ \ AREA AS�IHALT ROAD. \ \ \ \ \ \ \ \ \ \ \ REMOVE TREE 6"DEC IN, SAW CUT CURB SIDEWALK 106ti / / / I I I 1 \\ \\ \\ \ ` ■ ■ OR ASPHALT (SIDEWALKS / REMOVE / / / �/ / \ 1 \ \ \\ \ \ 68S AND CURB TOO T) CUT AT / ROCK / / / �`� / / / \ I \ \ \ \ '6' ARMOR 6LEAR AD GRy9 /� ��/ / I 1 DO NOT DISTURB � \ \ \ \\ O\ ` `\ - � I I I LIGHT POLE \ \ \ � \ \ \ \ n WOODED AREA / / / I I I \ \ \ \ \6 ` \ ` \ \ co \ \ \ \ \ \ \ LU w co REMOVE BOLLARDS / >�� INV./ UT=659.40' l ���\ \ \ \ \ \ � ` � ,sae, � � '-' \ \ \ \ \ \ \ \ � Via, \\ \\ \ / END SECTION / l l \ \ \ \ \ \ \ \ \ \ / / --- > _ 6„DEC 0 z J SD GRATE INLET O W CONTRACTOR O U (2.5'x2.5) \ \ \ \ \ \ \ \ \ \ \ I / \ ` \ TOP=665.19' \ \ \ Bg I --I COOK INATE RELOCATI N 0A \ \ \ O w LL INV. OUT = 661.91' 18"HDPE \ \ \ \ \ J WITH UTILITY' OWNED AS / \ \ \ \ \ \ I \ / \ / - - , W 0c / NECESSARY FOR CONSTRUCTION. G UGP— \ \ \ \ \ \ \ \ 11 (NV. IN = 672.86' I / \ \ \ \ / 6 j9 I� Lu m Q i \ \ J J \ \ \ \ \ \ \ �10 HDPE / \ EMOVE SPIG \�� \ \ \\ \\ \\ / \\ \ \ \\ - - - ' Q a ST VAU �\ \\ \\ \ \ \ \ 11 _ _ 674- \UG PROP ED GR. WITH 0 RATE VA 1"PVC J \ \ IS NO - RATED OR DA A S ND -PIPE CONTRACTOR SHALL L%CATE11\\ / /tXISTING WATER�/INE AND / / \ \ \ \ \ \ \ \ \\- _ - - 674- RELOCATE AS NECESSARY. I / / \ \ \ \ \ \ ; _ - - _ - - - -I 00 � 0 Z\ \ \\ \\ \ \ II ,' 7-675— / APPROXI ATE LOCATION OF EXISTI G IRRIGATION LINE / I INV. OUT = 6X2.22' I \ / , CONTRACTOR SHALL LOCATE EXISTING 1 1 / / 10"HDPE \ 1 1 I / / / WATER LINE AND ENSURE LINE IS ❑f � ' S LE 1"=10' I I I I - - - _ SCALE 1"=10' I I PRESERVED THROUGH CONSTRUCTION. / ❑s J� REMOVE AND DISPOSE OF I 1 1 I / WATER LINE IS BELIEVED TO BE4' TO 2' OFF / PRESS BOX AND ALL 0 0' 20' 11 I \\ \\ I THE EAST SIDE OF THE EX,dSPHALT ROAD. /0 10' 20' ASSOCIATED BACK -STOP JOB N0. FOUNDATIONS, UTILITIES, I \ I I � / DECKS AND RAMPS, ETC. CONTRACTOR TO \ I 1 \ I / 44314 COORDINATE RELOCATION WITH UTILITY OWNER AS 00 NECESSARY FOR CONSTRUCTION. I \\ I MA SHEET NO. 1 0 C2.3 0 c a y 7 U C 0 o w m L N 0 0 a cn T C f6 O v an a 0 c t Vl m f6 a `0 2 0 L 3 C -Do- a)d 70 o C� z w0 :2 m 0 T H m o -0 0 c a) caN d 0 c �w C� 3 zN 0 2 a X m a) ow V 0 a)O O '§ a CD m En (Yp � 0 N NO 0 2 2 0 f6 c U) U c `co a� E a U f6 o0.9 a) 'a f6 •U 0 6 w o N• f6 U C U)f0 � U) O C O m a 0 0 N L � E i EG GRAVEL -- —UGP — UGP � UGP UGP CONC. PAD W/ BLD. EQUIP. ►� NOTES: 1. CONTRACTOR TO PROVIDE SHOP DRAWINGS FOR REVIEW AND APPROVAL OF ALL RETAINING WALLS AND FOR RAISING OF TOP OF STAIR LANDING AND SUPPORTING WALLS. (GRASS) 3.93' MAX HEIGHT RETAINING WALL W/ VDOT STD. HR-1 HANDRAIL ON TOP ALL LOCATIONS WALL IS HIGHER THAN 2.5' 5' WIDE RAMP WITH 6'X5' LANDING HANDRAILS BOTH RECONSTRUCT TOP LANDING OF STAIRS ° SIDES (TYP.) RAISING FOR ADDED RISER AT TOP OF a STAIRS AND TO REMOVE RISER FROM IN a d FRONT OF DOORS a a _ � a d d 1 ADDED 0.52' RISER (HEIGHT TO a d d d a ° 5' d a MATCH EXISTING RISERS) AND a d d I RECONSTRUCT TREAD BELOW AS d ° d ° NC. WAL NECESSARY TO MATCH EXISTING. °° Vff688.P 6' 1.94' MAX HEIGHT RETAINING WALL 6'X5' LANDING 3 NEW HANDRAILS TO REPLACE EXISTING ° °S7 6'X11' LANDING a d I 3.02' MAX HEIGHT RETAINING WALL a d C� 5O �, ° ° ° W/ VDOT STD. HR-1 HANDRAIL ON TOP -- a ° d ° I ALL LOCATIONS WALL IS HIGHER THAN 2.5' -- a ° 3 NEW HANDRAILS TO d REPLACE EXISTING u d °46' I d CONC. PAD W/ HVAC d a d a 3 a d aTIMBE4 TAIR d a R5' d d d a a ° O d d Q a d a� da ad CONC. SW d 9,83' d d d ° d a TIE TO EXISTING SIDEWALK (TYP.) d a d d ° d ° d a ° d ° a 4 a 5-6" RISERS WITH ° HANDRAILS ° ° 4 R5' d ° a d d d d d R2' a � ° 4 a d a d � /AY d R2' a d °4 a d ° a d a d ASPHAL T I FA \X TIE TO EXISTING a �p PAVEMENT PER 9Qfr��,csA PAVEMENT \ �cFs REPLACEMENT JOINT DETAIL 1 a a d d a ° 4 d a � a 4 d ° ° a a d a a 5-6" RISERS WITH HANDRAILS 6' WIDE RAMP WITH HANDRAILS BOTH SIDES (TYP.) 4.62' MAX HEIGHT RETAINING WALL W/ HR-1 HANDRAIL ALL LOCATIONS WALL IS HIGHER THAN 2.5' _ 6'X5' LANDING TIE TO EXISTING SIDEWALK AT NEAREST JOINT (TYP.) 2.09' MAX. HEIGHT RETAINING WALL d d a` CONCRETE PAD a a d d HEAVY DUTY CONCRETE a a lip HEAVY DUTY ASPHALT LIGHT DUTY ASPHALT a,lm] GRAVEL M 00 Q z SCALE 1 "=10' 0 10' 20' \L.TN 0� TtN I_jti_1TK 4M. SHOW.kLTL•R l.ie. No. 040=(l57 t 5l r1r) M E O O M V N VI N O Q O > E LuE ~ U a 3 Q �" 3 w o 0 w O co ,1 cl� yd L M a-w U00 w = — LPI M a � cc:,) N (7 W N cn ccf o Q :3w L _ N = U > Ln a rn 41 N a� rn i M CL � 00 J CL O c� O U V) o O W Z L O w OU U Z j 00 O U � W a Lu O � tn � Ln m � 0 w p O p O N N o ti DATE 10-21-2019 DRAWN BY A. MABEE DESIGNED BY 1. SHOWALTER CHECKED BY 1. SHOWALTER SCALE 1 "=10' Vl z Q W 0 Luz m O >_ ,W V^ / z u C G � O a Lu Lu Q �` I --I V / w m J Vl Z Q Q JOB NO. 44314 SHEET NO. C4.0 0 U 0 0 3 m 0 0 a a T E (6 O a) N 7 a� 0 m s a co 0 0- 0 as �0 o� �U) Z O 02i E o � N 0_ 0 D E Z N O � a g x H o w o O 0 m 0 a� o .3 a 0) ro E � Y N Fq X E O O O U i N N (6 E O Ul U E O N E o E U � N E 'O U N E 0 ,o � U -02 E N M UE E O co U 0_ o a) _0 U� a) a) a) 0 Q >, 0 N 0 N O N N 0 0 a) 0 a 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. BOLLARD (TYP.) O TRANSFORMER WHEEL STOP (TYP.) 18' 8' ADA PARKING SIGN (TYP.) 5' CONNECT 2" PROPSOED WATERLINE TO EXISTING WATERLINE. CONTRACTOR TO //V V. VV / — VJ.J.TV VERIFY EXISTING WATERLINE SIZE AND LOCATION AND 18"HDPE W1 COORDINATE WITH ENGINEER END SECTION 6" DEC SD GRATE INLET , (2.5' x 2.5) TOP=665.19' INV. OUT = 661.91' 18" HDPE r BRING WATER VAULT FLUSH WITH FINISH GRADE AND ENSURE VAULT IS H-20 RATED - RELOCATE EXISTING IRRIGATION PIPE 24.6 " \U I1"PVG � \ STAND -PIPE — J I --:-R5' R20' 5.25' ' RAISED DECK OVER I \ CONCRETE WITH STAIRS AND HANDRAILS. SEE / 1.5' ARCHITECTURAL PLANS I / FOR DETAILS./j APPROXIMATE LOCATION OF — / / I I 17.55' EXISTING IRRIGATION LINE / / 1 RF MATCHLINE 1 _—j I � f 16' I 0 -- y I 8' R40'-1 II I � I I O \ 20' I WOOD BOLLARDS I I I I I / I R50'----,/ R / DASHED LINE REPRESENTS T-TURN AROUND AREA TO BE KEPT CLEAR FOR EMERGENCY ACCESS WITH A 24' 13.5' VERTICAL CLEARANCE. PROPOSED 2" WATER SERVICE 24' / \ 53.02\ \ —55.08' \ 25' 1 I—38.67' 1 0.66' PROPOSED SOFTBALL FIELDHOUSE \Go A .32' �X— — 21.96' 7.66' 17.74' BACK -STOP 5 --' 24.85' O O SIGNS SCREENING FENCE W/ GATE OOD PANEL / MOUNTED EL CTRIC BOXES - ADJUST TOPS OF VAULT, BACK FLOW PREVENT RPZ AS NECESSARY TO MATCH PROPOSED GRADE. ADJUST BOLLARDS LOWERING OR REPLACE AS NECESSARY. - BACK -FLOW \ PREVENTER CONTRACTOR SHALL LOCATE EXISTING WATER LINE AND ENSURE LINE IS PRESERVED THROUGH CONSTRUCTION. WATER LINE IS BELIEVED TO BE V TO 2' OFF THE EAST SIDE OF THE EX. ASPHALT ROAD. NO PARKING FIRE LANE" SIGN 10, 36.4' 6" YELLOW FIRE LANE STRIPING ALONG EDGE OF ASPHALT "NO PARKING FIRE LANE" SIGN SEWER GRINDER PUMP PER MEP PLANS. TOP 666.50 INV. IN 663.84 4" PVC GRAVITY SEWER MIN. SLOPE 1.04% - SEWER LATERAL OUT OF BUILDING INV 664.00 WITH CLEAN OUT LIGHT FIXTURES PER ELECTRICAL PLANS (TYP.) M 00 Q z KNOX BOX SHALL BE PROVIDED FOR EMERGENCY ACCESS COORDINATE LOCATION SCALE 1"=10' WITH FIRE MARSHAL'S OFFICE. 0 10, 20' 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 INV. IN = 672.86' 10" HDPE 1 11 11 11 11 11 11 11 11 11 11 11 11 11 INV. OUT = 672.22' 10" HDPE TIE TO EXISTING ASPHALT PER PAVEMENT REPLACEMENT JOINT DETAIL R5' I I I I I _ I I I I I I I I CLEAN -OUT (4"- METAL) TOP=687.56' (TYP UNK.) TIE PROPOSED FORCEMAIN INTO EXISTING SEWER LINE IMMEDIATELY DOWNSTREAM OF EXISTING CLEANOUT c: 0* 10, cM 00 0 Q z SCALE 1 "=10' NOR 0 10, 20' IVrA HLINE 2 TIE TO EXISTING ASPHALT PER PAVEMENT REPLACEMENT JOINT DETAIL LEGEND: a ° CONCRETE PAD HEAVY DUTY CONCRETE HEAVY DUTY ASPHALT LIGHT DUTY ASPHALT OGRAVNO,/ EL M 00 Q z CONTRACTOR SHALL LOCATE EXISTING WATER LINE AND ENSURE LINE IS PRESERVED THROUGH CONSTRUCTION. SCALE 1 "=10' WATER LINE IS BELIEVED TO BE V TO 2' OFF I NOR THE EAST SIDE OF THE EX. ASPHALT ROAD. 0 10, 20' MATCHLINE 1 (0- LALTH 0�!LN THINK SHOWS LTill� No. 0-102(1i7151 Qr l � 1 r M E 0 0 M U N V; N O Q O > E E w ­+ W > ~ U cu 3 QF" U. at—' 0 LL = r� w O co ,1 Q _j U oo z j — irn 0 O � O 3 x U ccf Q � t w o u2 vc" _U >� z O Z W W Ln N W O M a-'t 00_j ZZ U U � W vi a a o Lu o m�� rnrn\ 0 o > w o 0 < N M U N N D o a z O DATE � > 0� 10-21-2019 M O DRAWN BY A. MABEE } • DESIGNED BY • 1. SHOWALTER • CHECKED BY • 1. SHOWALTER • • SCALE • 1 "=10' U) n 0 z o0 Lu Lu uj ~ a m .00 O; � z � O O H� W I w Q Q J H4 U) 2 W m w H LL a '/^� Vl Z JOB NO. 44314 SHEET NO. C4.1 6 U 0 0 m 3 a) 0 0 a Q T C `o a) 0 co U) a co Q 0 a) 0 c as mo _0Of 20 2z a)o 02i E o C a) U) d O D C zN o2 2 Q g x Q) o = 0 0 Q� o .3 ac > Y �N U O axi O a) U w2 2 0 0= O ro E-0 U0 = a3 _0 .2zo U OE 0 0 0 •— O U -02 cN a) cn U) O co U O Q� U� �E L / BW 687.32' '684 --------- 683.31' FFE = 687.39" - 687.14' 202 682.98' ° e ' 687.15 682.81' HP 683.28'� � - BW ° ° �- �- 1 TW 683.28 ° �° TW CO ° 687.26' TW 684.87' 687.32 � e T� ° m 684.85' TW �. 687.24' e ° ° 684.87' I� 687.36' 684.79' = FFE 687.39' 687.24' TW TS 686 685 684 684.14' _ - - - I 687.36' -- - - TW \ BW 83.73' 684.14' 682.82' EX. TREAD 686.84' BW TW BW 683.00' - 681.79' TW 684.14' - BW 684.06' TW ----683---- -_--- 681.87' 682.55' TW 681.79' BW �---------- 683.73' A BW 679.52'- 201 681.79' _ -� - < a 679.52' BW _ - - - - - - 680 _ TW-tee--e ° ° 79.52' - - - 681.72' f _ - 681.62' - _ 6 680 _ � 67877' -- -67- 679' �- �..------------ a 6jj 678 678.71' - - - - - 676 - - - - - - - - - BW _ 678. TW BW 676.97' / / 676.27' G 678.70' I ® / - - - - - - - - ° 676.27' ° e ° 6760- e 4 e EX 676.62' I ° - A a e_ 4 BW - - 676.14' 676.21 d ed TV7 ° ° AT a 676.61' a - - -- e4678.94' - _---- ° ° e\° a :-.x 676.061 676.12' e-°- - - - -- _- -675- \ I _ - \ e ° e 6� _ I I e 674.01' 0° o ° cr 200 i -4. p TS 673.4' / a 673.32' -675- - BS LEVEL SPREADER 2: ° - _ \ 673.56. TIMBER LENGTH =3'. - - �o GRADE FLUSH WITH TOP OF TIMBER = 674.14 10� 6 TS SEE DETAIL ON SHEET / S 673.25' - -674. - 673.46' C7.0 - _ 7\ 9 - - - 0� - - - - - BS i 670 90' 670.96' 670.90' a e e / r / 670.85' / 670.78' 670.78' Fil / a° �670.70' - -UGP - / / I 102 _ / / \ 670 101 610 i 0� \ 1 6 - � -666 669 6 5 6 VDOT CLASS Al k\\ \ / \ a A RIPRAP WIDTH 1=3' �X / e ° LENGTH = 5' I ---------- � TH2=6' I ---- _-669 EX 668.38 ' �' \ \ EX 668.25' / / / / I / I 1 / I / 1 / 1 / I i ' I I i I --- 667-------- / I / / M 00 Q z SCALE 1 "=10' NOR 0 10' 20' tiI.TN I_ ,;-%TKIN �M. SHOW.kLTt> ljc. No. 040=(157t5l 2/2 20 1«Z ���,11 0 N A 1 L 4. M E O O M V N VI N O Q O > E E W Q m 0 o LL W O c6 ,1 Q U oo z ui O > C) a C7 W N v O 3 x U � Q t w O �2 vcv _ >� z O Z W W u, L O 4 N W O N M a -'t 00-1 ZZ °~ �O U U � W aLlj a O L ti ti m � O 0 > w ti O O W � N M U N N D O Q ti "i z O DATE U1 10-21-2019 O DRAWN BY A. MABEE } • DESIGNED BY • J. SHOWALTER • CHECKED BY • J. SHOWALTER • • SCALE • 1 "=10' • • • a 0 1- 4 W '/^� W Vl W z Lu a G w z 0 > z L.L G O a I --I v W w Ur Lu < H-1 LU m I --I cn J a a Vl 0 0 a z ran V z 0 a �c JOB NO. 44314 SHEET NO. C5.0 as �0 z m 0 �2 E o a) c o � N d O D c zN 0 g x O L 0 0 a0) �c: N � U N x � a)O O U i N N (6 0 N O � O N E 7 � U N N m � U � N O N ,o O U -02 cN M� Uo O U 0 O vo, _0 L a� ns c 2 ca Q T o_ 0 N O N 6 N N C O 2 6 a 3 c� Z O 0 0 L6 U cm U 0 0 L 0 L.L UI 4 M V M O NOTES: MATCHLINE 1 / \ 1. ROOF DRAIN PIPES TO HAVE A MINIMUM 6, MATCHLINE 2 SLOPE OF 1.0 . / 2. ROOF DRAIN PIPES TO HAVE A MINIMUM 402 - COVER OF 2.0'. - - U ,'I_�ti_1TH:1\' 4M. SHOW.kLTL•R 3. PROVIDE A MINIMUM OF 1 VERTICAL -674 - - � - - - - / 673.65' SEPARATION AT ALL UTILITY CROSSINGS. - - - ------ 403 - - - - - _ _ -- _- 401 _ - - - - - - - 671 - - _ - I /^� / / 6j --------- _ -- CLEAN -OUT (4"- METAL) cy)0 E - 669- - - - I / / / TOP=68756' M U (TYP UNK.) N � 672 00 - - - 6�--------------------- w a; E 404 ___---- -667---- �C6 / / i ---------- - - ------ Q U a) 3 0 3 VDOTSTD. CLASS A1 _ _ _ - / \ O LuO lu� - - - - - RIP RAP CHANNEL - \ ----_-_ - _ _6��665- - FROM PIPE. SEE /670.58' ¢�v1 z w J - Lri O 6 DETAIL ON SHEET C7.000 �,� o o N a 4� i'/ 0- _ _ - _ p ui z_ F- a' a 2 cc / / c L cfl / / /\ / / ------ \ �� v� z Z W -------_- _ I / \ / / / / \\ QLn ------------------- O N W 0 u __-_ 661- I I I / / / I 00 J Z 0 10' 20' ko ~ O 0 U cl� ----------- - 660 -, --- ---- ---- - a \ - MATCHLINE 2 o a -------- \ �/ / / I ; / / 0 W Ln \\ \ // / I I g I 11 1 1 I / o m CK- \ 9\ i --- \6S 66 EX686.83' EX686.54' I/ I > w 0 0 Lu > N / / I I Q 0 I 1 \ 686.58' / I = Q \ \ �p / / I I 667.06' I I OOD PANEL / I EX 688.23' Q N N ti 6 I 1 \ \ /MOUNTED \ z 6j CTRIC BOXES ` \ I 0 DATE \ \ 1 LEVEL SPREADITR 1: I 1 I �- 10-21-2019 \ I 666.60' I 1 ADJUST TOPS OF VAULT, BACK _ _ 1 TIMBER LENGTH = 45 / 666.80' I \ FLOW PREVENT RPZ AS \ _ - _ - - 686- - - - �- - } DRAWN BY ma`s'\ I GRADE FLUSH WITH TqP OF / I � NECESSARY TO MATCH \ I I 1 TIMBER = 661.26 / / / / / I i PROPOSED GRADE. ADJUST \ \ \ ,� I I A. MABEE I I SEE DETAIL ON SHE& C7.0 / / / ( / I BOLLARDS LOWERING OR � � � \ 686 686.00' REPLACE AS NECESSARY. \ \ \ \ \ • DESIGNED BY ACK-FLO�/V \ \ \ \ \ \ \ 'QL I E�687.89' 1. SHOWALTER ?RANSFORMER I I I REVENT R \ \ \ \ \ I \ • 1 1 / / / \ I I \ \ \ \ \ \ �/ G I \ • CHECKED BY IN, \ \ \ \ L s�`s �')d e8�\ \ • 1. SHOWALTER <b / / / / / II I I \ \\ \ \\ \\ \\ \`s \ \ I \� \ • • SCALE 666.71' I \ \ 8R \ 666.05' 666.29' I I I - I I I \ \ \ \ \ \ \ \ I 1 10 666.21' 6661.s851' 11 I 1 1 \ \ \ \ \ \ \ • \ \ \ \ 685.00' g$5 68 / LL 1 \ \\ \ \ s 666.32' ' 11 1 I I II 1 \ \ \ \ \ \ \ \ \ s�`'\ \ \ -rl I f \ \ / 0q / cfl I I I I I \ \ \ \ \ \ \ I \ e-s / LEVEL SPREADER 3: / / / / 6" DEC / I 1 I I I \ \ \ \ \ ` \ \ \0Dcp / TIMBE LENGTH = 17' 1 1 I \ \ \ \ / GRADE�6 FLUSH WITH / / / 1 I \ \ \ \ \ \ \ 684.33' Q TOP/OF TIMBER = 658.50 / / S E DETAIL ON SHEET / / / \\ I I II \\ \ \ \\ \ \ '0&0 \ IN,\ \ \ 684 \ \\\ I \ \ LLJ \6�9, \ \ \ \ \ \ I \ \ o co I / \ \ \ \ s84 Lu V) ` /' /' /' � 665.52' ADJUST VAULT TO MATCH \\ 6V.90 \\ \\ \ \ 1 j W PROPOSED GRADE. \ \ \ \ \ \ \ \ \ \ \ \ , \ CC O '7 REPLACE WITH H-20 RATED \ \ \ \ \ \\ \ \ \ 682 _ ` G ����r' VAULT IF EX. IS DAMAGED \ \ ^ \ \ \ \ \ \ \ - Lu Q INV./OUT = 65 .40' / / / l / o \ \ \ \ \ 681.89' 6 J � � � OR NOT H-20 RATED. \ rn CO \ \ \ \ \ \ \ � � z / 18" HD E W/ \ \ co �, \ 82 , \ / /� \ \ \ \ \ O > END SECTION // // // // / ��\ ��665.80' LL \ o \ \ \ \ \ /6"DEC 681 / /l \\\�\ 665.65' \\ co \\ \\ \\ \ \\ \\ \\\ \\ 665.98' I / s8/, 665.79' \ \ z ENSURE 1.5% SLOPE IN \ \ \ \ \ \ \ \ C SD GRATE INLET �� UGP- ASPHALT ALONG THIS \ \ \ \ \ \ > I G O Q (2.5'x2.5) \ \ \ \ \ \ \ \ I \ O LINE TO ENSURE \ I --I / TOP=665.19' INV. OUT=661.91'18"HDPE 665.93' 666 � POSITIVE DRAINAGE \ \ \ I �` I _ - _ - 68 W a TIE ROOF DRAIN ` 666.13" \ ��-666.29' \ \ \\ \\ \\ 11 I l l \ 680 \ �\ / �' / ` ` ` \ \ \ \ \ < w „ \ \ \ NV. IN = 672.86 \ 6j H w TO PIPE 499 WITH 4 HDPE ROOF DRAIN \ � 1 ( / o ® 0 666.08' \ \ \ \ ,10" HDPE Q Q WATERTIGHT 666.12' @ MIN. 1 /o SLOPE \ \ \ � CONNECTION 6 Al' \ � � / \ \ \ � - - _ � � \ 666.04" FFE = 666.50' 666.41' 666.23' INV. = 662.14 \ \ \ \ I _ - 674- --- 666.34' CLEAN OUT \ \ \ \ \ T I \ \ CD 6- a \ Jam\ o 499 666.4 T666.32' TIE DOWNSPOUTS 666.27' 1 \ \ \ 11 1 \ TO ROOF DRAIN 500 666.27' FFE = 666.50' \\ \ \\ \ \ \ \_ - - 674- (� 503 666.27' 666.41' \ \ \\ \ \ \ � / 1- - - - - - 505 666.27' 508 \ M \ \ \ \ 00 z �/ 665.32' \I \ \\ 0 \ \ \ \ \ 677.40' / - - - _ O \ 666.12' 507 Q - - - Q 666.27' i \ \ z \\ \\ \ s>> / 7-675- Q / APPROXIlATE LOCATION OF I I 666.12' EXISTING IRRIGATION LINE \UG/' 666.27' 666.33' 66L~ / \ 501 X� 666.12' I "o � I \ \ 666.27' X-- \ \ 1 \ INV. OUT = 672.22 1 / ��g' / �/ ❑f s 666.25' \ SCALE 1"=10' I II I 10 HDPE \ 1 SCALE 1"=10' i ❑f 666.27' 506 502 BACK-S OP \ 0 10' 20' I \ \ �� I ' / 0 10' 20' - 666.30' I \ 1 / JOB NO. 44314 MATCHLINE 1 SHEET NO. C5.1 6 ai M U c 0 O 0 O 2- 7 a T C N 0 a) N 7 6 U) co m 0- 0 70 o� z �0 22 0 c E o C N � N 0- 0 ZN 0 � a g x H a) w o o 0 0 m a o .3 a ID X c: a) o a) U i N u, (6 = o E� U aS -� UL) � O � u.o Co U - i c N m N o O U m a� U� a a) 2- U � O N N O Lq 102: ES-1 for 12 inch Pipe + o6 STA 10+06.28 w o ,D z TOP 669.01 > 00 INV OUT 667.84 (101) � O z RR.r, 202: 15" Nylolast Basin - Standard Grate STA 10+00.00 TOP 682.81 INV OUT 676.46 (201) RR.r, RAfI 680 680 675 675 PROP. 670 GRADE EXIST. 670 GRADE 665 665 10 11.34' O 12" CL III RCII @ 3.00° 660 660 200: ES-1 for 12 inch Pipe STA 10+56.44 TOP 674.74 INV IN 673.64 (201) PROP. GRADE 685 WALL ( 685 YP.) 680 680 EXIST. GRADE 675 675 4 S/VF @q S 0% RCA L VEL SPREADER 2 670 WALL FOUNDATIONS DESIGNED TO SHALL BE ACCOUNT FOR PIPE 670 UNDERNEATH. EITHER PROVIDE DETAIL FOR LOWERED FOUNDATION UNDER PIPE OR DETAIL FOR APPROPRIATE: BACKFILL TO PROTECT 665 PIPE UNDER WALL FOOTING FOR 665 ENGINEERS REVIEW AND APPROVAL. 9+50 10+00 11+00 9+50 S T R 1 02 - S T R 1 00 HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 10+00 11+00 STR202 - STR200 HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 675 670 665 C7 0 m c c m 2 C/) U) c I c N m M U) Cu m C) m M 0 cc 00 m co 0- -6 LC) 00 Q O � r Z, p0 j,M00N Z MMf� CO + N H - + - Z H N _`90 N �`oz O �O> > o o �O> z Z �C0 �U) a) Q U ^ - o LID 71� L p O 6? M M Ch + C.0 W -CDZ o Q� '4 co P PROP GRAD EXIST 2.5' 403�0'OF RCP%76,,8 \ 0 F @6 0.A \ 0 RIPRRAP CHANNEL 12+00 9+50 10+00 11+00 STR404 - STR400 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) 508: 12" Nyloplast Basin - Standard Grate STA 10+00.00 TOP 665.32 INV OUT 663.35 (507) RAn rm LEVEL SPREADER1 675 670 665 -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- 9 STA 90+94.24 TOP 665.19 INV IN 662.01(499) RAn 675 675 670 670 PROP. GRADE EXIST. GRADE 665 665 503 16.89, OF LJ 660 12" HDPE 1.00% 660 507 501 499 12" HDPE 505 17.14' OF 25.99 OF @ 0 99% 16.89 OF 12 HDPE 12 HDPE 12" HDPE @ 1.00% @ 1.00% 655 1.00% 655 12+00 9+50 1S11+50 TR508 - 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 L18" \-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 CPS (SEE CALC BOOK FOR CALCULATIONS) L = 13 LF x 3.456 CPS 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 CPS (SEE CALC BOOK FOR CALCULATIONS) L = 13 LF x 0.196 CPS INFLOW (10-YR STORM EVENT USED) L= 13 LFX0.196 CPS =2.54'=> 3.0' LEVEL SPREADER 3 (EXISTING OUTFALL): Q(10) FOR EXISTING PIPE = 1.27 CPS (SEE CALC BOOK FOR CALCULATIONS) L = 13 LF x 1.27 CPS INFLOW (10-YR STORM EVENT USED) L=13LFX1.27CPS =16.56'=>17.0' LEVEL SPREADER DETAIL No Scale BOTTOM OF CHANNEL 0.5' DEEP. CHANNEL SECTION GRASS CHANNEL, 2A MAX SLOPE IV LVIVV 7'F'-F Lr V/�1 COATED REBAR 5 0 50 PROFILE SCALE 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 SPLITTERS. 12" L.xLTH Off, L� 4M. 5HOW.kLTL•R Lic Nlo. 0-102(157 t 5l M E O O M U N VI N � > E W E ~ U 3 Q 0 LL o wO co rl Lu L M Qa J U 00 W = - Lr; a p N (D W N O x o LL 0 t = IN=U >LLn Q - rn Ln O41 N U) L M 00 J CD W (D 0 0 w > w U Q z O M O z O U LO w Z O w DATE 10-21-2019 DRAWN BY A. MABEE DESIGNED BY 1. SHOWALTER CHECKED BY 1. SHOWALTER SCALE 1 "=50' Vl z uj (� J uj a z i--i LL > DC G O U W I --I w �..�"� Q 2: 2 �'I--) I V w m J � a O ram^ v , Q JOB NO. 44314 SHEET NO C7.0 as =O -� o� CU) 2z �0 �2 02 E o �_ s a) 0- o O 0,_ °�' � 3 zN fn g x a) a) o = 3 m o O_ o .3 0. 0)a) 1= N (6 7 N X 1= a)O a)U :5 i N N (6 0 0 Ul U E U N N.S U N O .2 O U -02 C: N U) _ c O m U 0_ o a) _0 u)9) ELECTRICAL LEGEND: ® V X 4' SURFACE MOUNTED LED LIGHT FIXTURE. NUMBER SUBSCRIPT INDICATES LIGHT FIXTURE TYPE. El WALL MOUNTED LIGHT FIXTURE. NUMBER SUBSCRIPT INDICATES LIGHT FIXTURE TYPE. GFI DUPLEX RECEPTACLE, 20A, 120V. INSTALL +18" A.F.F., U.O.N. TO TOP OF RECEPTACLE, U.O.N. IS ll 4p CENTER SHADED, INSTALL +6" ABOVE SINK, COUNTERTOP OR BACKSPLASH. "GFI" WHEN USED INDICATES GROUND FAULT CIRCUIT INTERRUPTER. ILE ELECTRICAL CONNECTION TO EQUIPMENT. EF ELECTRICAL CONNECTION TO EXHAUST FAN. 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 io HOMERUNS TO PANEL. PANEL AND CIRCUIT DESIGNATIONS AS INDICATED. Q CONSTRUCTION NOTE INDICATOR. 52M 20A, 2 POLE, MOTOR RATED SWITCH IN WEATHERPROOF ENCLOSURE. 5M30 SINGLE POLE, 30A MOTOR RATED SNAP SWITCH. SOS WALL SWITCH WITH OCCUPANCY SENSOR, SENSOR SWITCH CATALOG NUMBER WSD-PDT, OR EQUAL. WH ELECTRICAL CONNECTION WATER HEATER. ❑j 3P40 3R DISCONNECT SWITCH, 240V, U.O.N.: 3P=NUMBER OF POLES, 60=SWITCH RATING, 40=FUSE RATING. PROVIDE IN NEMA 3R ENCLOSURE. Of FOOTCANDLE INDICATOR. FLOOR PLAN - ELECTRICAL - LIGHTING SCALE: 1/4" = 1'-0" EWH-A- PANEL "FH" JUNCTION BOX FLOOR PLAN - ELECTRICAL - POWER SCALE: 1 /4" = 1'-0" 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. ABBREVIATIONS: A AMPERE A.F.F. ABOVE FINISHED FLOOR EF EXHAUST FAN EWH ELECTRIC WALL HEATER 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 GRINDER PUMP f�f'%K IT Pl/-NI MA Alrl 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. CKT NO 1 3 LOCATION: MOUNTING: Surface NEMA: Type 1 LOAD SERVED P Lighting 1 Exterior Lighting 1 C/B TRIP 20 20 WIRE SIZE 12 12 PANEL: FH VOLTS: 120/208 Wye PHASES: 3 WIRES: 4 PHASE A PHASE B PHASE C (AMPS) (AMPS) (AMPS) 1.6 3.0 3.0 3.0 WIRE SIZE 12 12 C/B TRIP 20 20 KAIC RATING: MAINS TYPE: MAINS RATING: P 1 1 10 MCB 100 A LOAD SERVED Receptacle Receptacle CKT NO 2 4 5 Receptacle 1 20 12 3.0 10.0 12 20 1 Refrigerator 6 7 Receptacle Receptacle EWH 1 20 12 4.0 4.0 12 20 1 Receptacle EWH EWH 8 9 1 20 12 4.0 12.5 12 20 1 10 11 1 20 12 12.5 12.5 12 20 1 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 HAND DRYER GRINDER PUMP 1 20 -- 0.0 2.0 12 20 1 TIME CLOCK 18 19 1 20 12 16.0 16.0 AW 1 12 20 1 HAND DRYER 20 21 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 0.0 0.0 -- -- -- -- -- -- Space Space 28 30 29 Spare 1 20 -- 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. [fl 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 7'-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 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 W ITHOUT 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 U) E O V'f U W i V � L I m Lm � 3 Q a3z ■ f�C y W V) W a Qz cri o Q9 z � z Q > O} cc LU cn Q J yLLJ W �- Q oc F J o � I w J Q = m U W W cc o = a Ln O Ln O I= O cc =a Wz� Z m N V N O m c~ Z o0 Ln W = R* L L1 (a) RT LEGEND, NOTES, SCHEDULES, RISER, FLOOR PLAN - ELECTRICAL - LIGHTING & POWER PLOT SCALE: As indicated FILENAME: J L6J O Ln OD =O U 0 J J m W Q Z) LL > J W � J Z Q N =) m 0 � � U w0 J (/) ryo a cn mQ J Q i THOMPSON Consulting Engineers 22 ENTERPRISE PARKWAY HAMPTON, VA 23666 TELEPHONE: (757) 599-4415 FAX: (757) 599-4113 PROJECT NUMBER:19052 PROJECT E 1,0 1 DATE: 01/29/20 NLT H OF � KENZIE CAMBAR y Lic. No.049752 �0 12/23/2019 i Jr° 04 PCONC. WALL TOP ELEV=68726' pp \ ¢I V IN IN = 6.86' 10"HDPE \ ) I \ \ INA.OUT 10' 672. ' 1 I HDPE 1 \ l I`1N=670,51 i ""15" CMP i SIGNS \ I l I I yyy I WOOD PANEL W/MOUNTED ELECTRIC BOXES I // I ' 'T,R 4 SF RMER ) I I i INV. OU/T / \ / /SDI ATE INLET j \ / INV.//OUT = 661.91' \ \ / EXi \ \ \ \ < FRAME ° ill\ � � f 4 NEW I I OFT LL I I 0.0J� Fl OUSE 00 BALLFIELD 00 AREA OF DETAIL / 0 E-2 OVERALL SITE PLAN - ELECTRICAL SCALE: 1" = 30'-0" TTO SCHOOL MEDIA CENTER 1 NEW 30KVA TRANSFORMER 1❑ EXISTING PANEL "A" EXISTING DUGOUT / / / / i �0 APPROXI MATE LOCATION OF NEW ELECTRICAL PANEL "FH" / 2❑ / \ NEW FIBER LINE / JUNCTION BOX / NEW 100A-3P, NEMA 3R 1❑ DISCONNECT SWITCH GRINDER PUMP�OO I I NEW SOFTBALL I FIELDHOUSE EXISTING \ FRAME SHED /+ U ENLARGED SITE PLAN - SOFTBALL FIELDHOUSE - ELECTRICAL SCALE: 1/8" = V-0" CONSTRUCTION NOTES: (THIS DRAWING ONLY) 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. 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. 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 MM-DD-YR I NAME I DESCRIPTION OF CHANGES fA E O N V W 1 Q a�z V N > W W Fm Q V z or- z Q � w V) U) Q J � U) L� W W J aZ) O cn cJ W � Q m U a ca cc Ifl X a Ln 0 Ln 0OC O J �--I = a W W z Ifl CC z m N V N O (A Z 00 Q Q Ln W = � W 1 Site Plans - Electrical PLOT SCALE: As indicated FILENAME: DATE: 12/23/19 J W OLn OZ) = O un U M J J mwa J w � J Z Q N � coo O � � U w 0 J Q m J Q THOMPSON Consulting Engineers 2 ENTERPRISE PARKWAY HAMPTON, VA 23666 PELEPHONE: (757) 599-4415 FAX: (757) 599-4113 PROJECT NUMBER:19052 PROJECT E2,0 I