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HomeMy WebLinkAboutSDP201900022 Plan - Other (not approved) 2019-04-23BROWNSVILLE ES MODULAR CLASSROOM MINOR SITE PLAN AMENDMENT TO SDP200700105 SITE DATA: ENGINEER: TIMMONS GROUP 608 PRESTON AVE. CHARLOTTESVILLE, VA 22903 TELEPHONE: 434-327-1688 CONTACT: JONATHAN SHOWALTER, P.E. JONATHAN.SHOWALTER@TI MMONS.COM TAX MAP PARCEL: 05600-00-00-017AO LIMITS OF DISTURBANCE: 7,148 SQ. FT. ZONING: R1 - RESIDENTIAL EC - ENTRANCE CORRIDOR MAGISTERIAL DISTRICT: WHITE HALL SOURCE OF BOUNDARY AND TOPOGRAPHY: TIMMONS GROUP. JOSEPH MEDLEY, LS 28 IMPERIAL DRIVE STAUNTON, VIRGINIA 24401 (540) 885-0786 (MAY 24-25, 2018) DATUM: HORIZONTAL: NAD83 (NA 2011), VIRGINIA STATE GRID SOUTH ZONE VERTICAL: NAVD88 ESTABLISHED THROUGH LEICA SMARTNET PROPOSED USES: MODULAR CLASSROOM WETLAND IMPACTS: NONE UTILITIES: ACSA DRAINAGE DISTRICT: LICKINGHOLE CREEK PARCEL IS WITHIN THE LICKINGHOLE CREEK WATER SUPPLY WATERSHED THERE ARE NO CRITICAL SLOPES LOCATED WITHIN THE PROJECT LIMITS. THERE ARE NO CONSTRUCTION ACTIVITIES PROPOSED WITHIN THE 100-YR FLOODPLAIN. COUNTY OF ALBEMARLE, VIRGINIA WHITE HALL DISTRICT %a n r aw Trail r.o f APRIL 22, 2019 .aQ Q o- 4�� CrGc�i Three ?4otch'd Fd c E r Ir 2 Est» Top St a o' Brownsville Roc\ [V sh GaP � pke PROJECT LOCATION 7 rr 16 �+i ei VICINITY MAP SCALE: 1" = 2000' OWNER: Rockfish Gap Toke 0 a ALBEMARLE COUNTY SCHOOL BOARD 401 M CI NTI RE RD CHARLOTTESVILLE, VA 22902 CONTACT: MATT WERTMAN TELEPHONE: (540) 447-0682 FAX: (434) 293-0294 ENGINEER OF RECORD: TIMMONS GROUP 608 PRESTON AVE. CHARLOTTESVILLE, VA 22903 CONTACT: JONATHAN SHOWALTER, P.E. TELEPHONE: 434-327-1681 fuy Sheet List Table Sheet Number Sheet Title C0.0 COVER C0.1 OVERALL LOR SITE PLAN C1.0 NOTES AND DETAILS C2.0 EXISTING CONDITIONS C3.0 SITE PLAN NUMBER OF SHEETS = 5 OP A iN %T1 Sl•1011'.kLTIR I.�c. \:), 040205715 1 4}2 2{ 1 0 z _O d cl� U w z O_ U) > W re ON DATE 411612019 DRAWN BY Z. DAHL DESIGNED BY 1. SHOWALTER CHECKED BY C. KOTARSKI SCALE AS NOTED oC Q J z 0 O > LU J ce OW a w > mO QU U_ 0 LU z 0 U JOB NO. 43514 SHEET NO. C0.0 L_ 100, / \ / / / \ / / I 1 / APPROVED LOR DATED 06/12/2018' - ADDITION OF A M - _ _ _ _ _ _ _ — — — — — — — — — — — — — — — ULAR CLASSROOM I ' AND A FIRE ACCESS \ \ \ \ \ \ \ \ / Ji' co 00 \\ 0 _-__- // LIMIT OF SURVEY AT TREE -LINE z _ \ 80- \ Ste. '0/ 40' 801 ILI - - II=Ll=III-Ll=III= =111-1 1 III-1 I- to L1-1I1=L1-1I1hHi�l I1=1 I� _ � III=1 I I-III-III-III-III-III-III-III=1 I I=1I I -III 1 � - \ 84.7' 4�1 L_ --_ 688--j- LIMIT OF SURVEY AT EP ). 45.5' °' \ a I ^ 184.3' 31.2' 8 \ \ \ — �\ AIT�I EDI 1 1 0�8APPROVED LOR /� � /200 9 -REPLACE 8'WID CONIC TE A/v SIDEWALK AT THgEDGFOFTHE ASPHALT PLAY AREA WITH AN 8' EXTENSIONOTH5 ASPHALT S SSA", L 16 4 19' D31.7 APPROVED LO ATE I , 1/\/ \2� 0I� /I/I 2 1IP0I I1 I /I3 16,4' , -CONSTRUCTION OF 2 DUGOUTS 17.8' ' -ADDED SCO EBOARD TI.689 -ADDED BATCAGE 68CURRENT MINOR SITE PLAN AMENDMENT CONSTRUCTION OF A MODULAR CLASSROOM AND ASSOCIATED UTILITY AND GRADING COMPONENTS _ � 606 I � A�MOVED LOR DATED 11/20/2013 -CONSTRUCTION OF 2 DUGOUTS _LLZ_ -ADDED SCOREBOARD -ADDED BATTING CAGE T 7 �--- APPROVED LOR DATED 08/20/2009 -REDUCTION OF NEW PARKING SPACES FROM 30 TO A NEW TOTAL 6� I I'I�I I, — II /II II�IrI I I / \I OF 29 -689 A 0F0 \ J O-- _ - 688--------- I JF 689- ' - - no --- / A 1 / .%H M. SHL}11'Ai1TR 0402057151 412 I ## � lv 10 N A I. M E 0 0 U N ui N � >E Lu Q !_ > a--+ Lu Q LL oLL ol\ Lu O ro tY Lu L M Qa J U 0 Lu = M a > o � C7 Lu N z � °2i 0 Q O Qx LL �a 0 a =U >LLn Q C Ln rn O N � M rz � OO J �.D I,___ z O d U Eu z O W Lu Q 0 DATE 411612019 DRAWN BY A. MABEE DESIGNED BY 1. SHOWALTER CHECKED BY C. KOTARSKI SCALE 1"=20' 2: 0 0 Q. V/) J U p� z a Q J z a � W Q LL,^ J V / 0 � I..L two m J O J }Q z p� W Luu Lu 0 J J I —I V) z 0 co JOB NO. 43514 SHEET NO. Co.1 0 .N U C N N O cn s rli co 0 2- Q > C 0 0 c m s r= Q 0 O 3 r= �O -0 af �W z 0g c T � m o a 0 � N a o c z N O 2 Q x �W oy �0 Q� 2 3 n (D c > Y U U)x c N O O U wL i O y 0 O w U C O O E 7 O U @ O 7� �� T� U O N O U @ U -a = c: U)MU) U) O O U Q o U) r.- � .E 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. IF PRE -CAST UNITS ARE TO BE USED, VDOT SHALL BE NOTIFIED AND THE MANUFACTURER SHALL SUBMIT DRAWING DETAILS FOR REVIEW. CERTIFICATION AND VDOT STAMP WILL BE REQUIRED ON ALL UNITS. 9. ALL CONCRETE SHALL BE A3-AE (AIR ENTRAINED 3,000 PSI), UNLESS OTHERWISE NOTED. 10. 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. 11. 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. 12. THE INSTALLATION OF SEWER, WATER, AND GAS MAINS (INCLUDING SERVICE LATERALS AND SLEEVES) SHALL BE COMPLETED PRIOR TO THE PLACEMENT OF AGGREGATE BASE COURSE. 13. ALBEMARLE COUNTY APPROVAL OF CONSTRUCTION PLANS DOES NOT PRECLUDE THE RIGHT TO REQUIRE ADDITIONAL FACILITIES AS DEEMED NECESSARY. 14. 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. 15. THE SCHEDULING OF AGGREGATE BASE INSTALLATION AND SUBSEQUENT PAVING ACTIVITIES SHALL ACCOMMODATE FORECAST WEATHER CONDITIONS PER SECTION 315 OF THE ROAD AND BRIDGE SPECIFICATIONS. 16. 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). 17. A GEOTECHNICAL ENGINEER IS TO ASCERTAIN CAUSE AND CERTIFY RECOMMENDED METHOD OF REPAIR FOR ALL PAVEMENT STRUCTURAL FAILURES PRIOR TO STATE ACCEPTANCE. (N/A) 18. ALL VEGETATION AND ORGANIC MATERIAL MATERIAL IS TO BE REMOVED FROM THE PROPOSED PAVEMENT LIMITS PRIOR TO CONDITIONING OF THE SUBGRADE. 19. 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. 20. ALL APPROACH GUTTERS TO SAG INLETS SHALL MAINTAIN A MINIMUM SLOPE OF 0.004 ft./ft. 21. ALL NEW HANDICAP ACCESSIBLE REQUIREMENTS ON -SITE AND WITHIN ALL NEW STRUCTURES SHALL COMPLY WITH THE 2015 UNIFORM STATEWIDE BUILDING CODE, 2012 VIRGINIA CONSTRUCTION CODE, 2010 ADA STANDARDS FOR ACCESSIBLE DESIGN AND ICC/ANSI A117.1-03. 22. VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE ELIMINATED. 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 2A (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). BLASTING NOTES 1. BLASTING SHALL NOT BE PERMITTED ON THIS PROJECT. ALBEMARLE COUNTY STORMWATER MANAGEMENT NOTES 1. ALL DAMS AND CONSTRUCTED FILL TO BE WITHIN 95% OF MAXIMUM DRY DENSITY AND 2% OF OPTIMUM MOISTURE CONTENT. ALL FILL MATERIAL TO BE APPROVED BY A GEOTECHNICAL ENGINEER. A GEOTECHNICAL ENGINEER IS TO BE PRESENT DURING CONSTRUCTION OF DAMS. 2. PIPE AND RISER JOINTS ARE TO BE WATERTIGHT WITHIN STORMWATER MANAGEMENT FACILITIES. 3. FOR TEMPORARY SEDIMENT TRAPS OR BASINS WHICH ARE TO BE CONVERTED TO PERMANENT STORMWATER MANAGEMENT FACILITIES; CONVERSION IS NOT TO TAKE PLACE UNTIL THE SITE IS STABILIZED, AND PERMISSION HAS BEEN OBTAINED FROM THE COUNTY EROSION CONTROL INSPECTOR. NON -SLIP BROOM FINISH GENERAL CONSTRUCTION NOTES FOR EROSION & SEDIMENT CONTROL 1. 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. 2. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE FIRST STEP IN CLEARING. 3. 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. 4. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE OWNER. 5. 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. 6. 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. 7. ALL FILL MATERIAL TO BE TAKEN FROM AN APPROVED, DESIGNATED BORROW AREA. 8. 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. 9. BORROW OR WASTE AREAS ARE TO BE RECLAIMED WITHIN 7 DAYS OF COMPLETION PER ZONING ORDINANCE SECTION 5.1.28. 10. ALL INERT MATERIALS SHALL BE TRANSPORTED IN COMPLIANCE WITH SECTION 13-301 OF THE CODE OF ALBEMARLE. 11. BORROW, FILL OR WASTE ACTIVITY INVOLVING INDUSTRIAL -TYPE POWER EQUIPMENT SHALL BE LIMITED TO THE HOURS OF 7:OOAM TO 9:OOPM. 12. 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. 13. 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. 14. 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. 15. 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. 16. 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. 17. 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) VARIABLE WIDTH' MAX. CROSS SLOPE 2% a a o a 4" 3,000 PSI AIR -ENTRAINED CONCRETE COMPACTED SUBGRADE 4" TYPE 21 B STONE COVER NOTE: SIDEWALKS SHALL BE CONSTRUCTED IN ACCORDANCE WITH VDOT STANDARDS. DENOTES SIDEWALK PAVEMENT ON PLANS CONCRETE SIDEWALK PAVEMENT SECTION No Scale (1.. 2) INTEGRATED DUCTILE IRON FRAME & GRATE TO MATCH BASIN O.D. (3) VARIABLE INVERT HEIGHTS AVAILABLE (ACCORDING TO PLANS/TAKE OFF) 0 0 0 0 0 0_0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2.0" BITUMINOUS CONCRETE SURFACE COURSE - SM-9.5A (PLACED IN SINGLE LIFT) 8" TYPE 21 B AGGREGATE BASE COURSE �j��j��> �jj��j��j��j COMPACTED SUBGRADE DENOTES LIGHT DUTY ASPHALT PAVEMENT ON PLANS LIGHT DUTY ASPHALT PAVEMENT SECTION No Scale EXISTING PAVEMENT PROPOSED PAVEMENT H > a- SAWCUT THROUGH a U EX. SURFACE Lu COURSE w X Lu & REMOVE PAVEMENT 2" + EXISTING PAVEMENT MILL EX. SURFACE COURSE SAWCUT EX. EDGE OF PAVEMENT 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 REPLACEMENT JOINT DETAIL No Scale 240.50 LEGEND GRADING AND DRAINAGE STORM PIPE EXISTING CONTOUR PROPOSED CONTOUR PROPOSED SPOT ELEVATION 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 WATERTIGHT JOINT (CORRUGATED HDPE SHOWN) 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 HOPE (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. ABBREVIATIONS TS = TOP OF STAIRS BS = BOTTOM OF STAIRS EX. = EXISTING PROP.=PROPOSED APPROX. = APPROXIMATE 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. PLANS SEE DRAWING NO. 7001-110-111 FOR NON TRAFFIC INSTALLATION. h _ i (3) VARIABLE SUMP DEPTH 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" � 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. THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH DRAWN BY EBC MATERIAL 3130 VERONA AVE 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 1-23-06 i PHN (770) 932-2443 Nyloplast FAX (770) 932.2490 TECHNICAL INFORMATION SHOWN HEREIN www.nyloplast-us.com REVISED BY NMH 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 03-11-16 DRAIN BASIN WITH STANDARD GRATE QUICK SPEC INSTALLATION DETAIL IS FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN PERMISSION FROM NYLOPLAST. ©2011 NYLOPLAST DWG SIZE A SCALE 1:40 SHEET 1 OF 1 DWG NO. 7001-110-144 REV H EXIST GRADE METAL INSPECTION FRAME W/ SOLID LID j� (NEENAH R-1975 OR EQUIVALENT) 3" CONCRETE COLLAR L� CRUSHED STONE BEDDING 6" DI CLEANOUT PLUG AT END OF LINE CLEANOUT DETAIL No Scale TABLE 3.31-B ACCEPTABLE TEMPORARY SEEDING PLANT MATERIALS "QUICK REFERENCE FOR ALL REGIONS" PLANTING DATES SPECIES RATE (LBS./ACR SEPT. 1 - FEB. 15 50/50 MIX OF ANNUAL RYEGRASS (LOLIUM MULTI-FLORUM) & 50-100 CEREAL (WINTER) RYE (SECALE CEREALE) FEB. 16 - APR. 30 ANNUAL RYEGRASS 60-100 (LOLIUM MULTI-FLORUM) MAY 1 - AUG. 31 GERMAN MILLET 50 (SETARIA ITALICA) TS 3.31 TEMPORARY SEEDING PLANT MATERIALS No Scale TABLE 3.32-D SITE SPECIFIC SEEDING MIXTURES FOR PIEDMONT AREA TOTAL LBS. PER ACRE MINIMUM CARE LAWN COMMERCIAL OR RESIDENTIAL 175-200 LBS. KENTUCKY 31 OR TURF -TYPE TALL FESCUE 90-100% IMPROVED PERENNIAL RYEGRASS 0-5% KENTUCKY BLUEGRASS 0-5% GENERAL SLOPE (3:1 OR LESS) KENTUCKY 31 FESCUE 128 LBS. RED TOP GRASS 2 LBS. SEASONAL NURSE CROP * 20 LBS. 150 LBS. LOW -MAINTENANCE SLOPE (STEEPER THAN 3:1) KENTUCKY 31 FESCUE 108 LBS. RED TOP GRASS 2 LBS. SEASONAL NURSE CROP * 20 LBS. CROWNVETCH ** 20 LBS. 150 LBS. * USE SEASONAL NURSE CROP IN ACCORDANCE WITH SEEDING DATES AS STATED BELOW: FEBRUARY 16TH THROUGH APRIL.................................. ANNUAL RYE MAY 1ST THROUGH AUGUST 15TH ............................ FOXTAIL MILLET AUGUST 16TH THROUGH OCTOBER ............................... ANNUAL RYE NOVEMBER THROUGH FEBRUARY 15TH........................ WINTER RYE ** SUBSTITUTE SERICEA LESPEDEZA FOR CROWNVETCH EAST OF FARMVILLE, VA (MAY THROUGH SEPTEMBER USE HULLED SERICEA, ALL OTHER PERIODS, USE UNHULLED SERICEA). IF FLATPEA IS USED IN LIEU OF CROWNVETCH, INCREASE RATE TO 30 LBS./ACRE. ALL LEGUME SEED MUST BE PROPERLY INOCULATED. WEEPING LOVEGRASS MAY BE ADDED TO ANY SLOPE OR LOW -MAINTENANCE MIX DURING WARMER SEEDING PERIODS; ADD 10-20 LBS./ACRE IN MIXES. PS 3.32 PERMANENT SEEDING MIX FOR PIEDMONT AREA No Scale 1. SET THE STAKES. 6' fill ill FLOW 4, 3. STAPLE FILTER MATERIAL TO STAKES AND 4. BACKFILL AND COMPACT THE EXTEND IT INTO THE TRENCH. EXCAVATED SOIL. FLC SHEET FLOW INSTALLATION (PERSPECTIVE VIEW) POINTS A SHOULD BE HIGHER THAN POINT B. SF DRAINAGEWAY INSTALLATION 3.05-2 (FRONT ELEVATION) O SILT FENCE (W/O WIRE SUPPORT) No Scale Off, 0. tiN 1Tf1:1S M. SHUJ V.kLTFR � I.�c, V). 0,J1j-_057151 412 211 0 �l ra �; �, t l• m E 0 0 M U N � N � > E Uj °� E ~ U v Q U. o aL L LU O ro C�f l!J r a_j U00 LL J - Ln a > o N (3 uj O x � w a;U- 0 a g- = cn= vN U > Ln Q C� rn O N Ln4 a� 00 J S uj 0 Lu Q 0 DATE 411612019 DRAWN BY Z. DAHL DESIGNED BY J. SHOWALTER CHECKED BY C. KOTARSKI SCALE 0 0 I..fL rV 11 V 1 J U Q z J > Q Lu w _J Q O < 0 �wz mQ J Q LL m O w V / ~ z 0 uj o z uj J J V z 0 1..1� W JOB NO. 43514 SHEET NO. C1.0 0 a; 0 0 3 a) 0 2- a c c 0 0 c m `m Q `o 0 as �O o Q QO E CO z -� 0g C >, m o - 0 c a) o_ o Of (D zN O � a g x F a)0 o 0 Q� o � > y to � U to x c: 0 0 O U :E-2 a� � o c o 0 Ea D E U o U o c In o m U O 2 c n m C o � U O a� In LD .E L MHD TOP=688.20' INV IN=683.25 15" HDPE (N) INV OUT=683.22' 15" HDPE (SE) D CURB RAMP \ FFE=689.57' SINGLE METAL W SD INLET W/GRATE DOOR TOP=687.55' INV OUT=679.15' 24 " HDPE (NE) FFE=689.60' INV IN=679.23' 18" HDPE (W) SINGLE METAL EP / DOOR �f �, w � g.7 FFE=689.61' 16 EP - SINGLE METAL RHp,NC 6�9 DOOR 37.7' CANOPY OBE w i 16.4' �� CONC. � �� r12"MAPLE / ROOF DRAIN (TYP) 31.1, 4„ TYP) 4 W ovHD POST 4"X BRICK W�YP \ / CONC- I1.3 \ / i FFE=689.57 / 89' DOUBLE METAL CLEAN OUT � �6, I � i 6 SD INLET W/GRATE ��. I TOP=688.00 DOOR INV IN=681.06' 15" HDPE (N) LANDSCAPE-NMBE/RS � INV OUT=680.06' 18" HDPE (E) 6'XeTYP) / INV IN=680.19' 18" HDPE (S) CONC. / w / / / 1 / 1 1 /1 SHED l ROOF DRAIN (TYP) l / SD INLET W/GRATE TOP=688.34' INV OUT=682.19' 18" HDPE (NE) INV IN=682.23' 18" HDPE (S) W i10 JQ MHGR 18" NYOPLAST STR TOP=687.70' \ c� INV OUT=683.55' 12" HDPE (W) 7z O p - TOP=688.4� \ \ l 2ND BASE m INV OUT=682.19 HDPE 18" (N) / i N INV 1N=682.99 12" HDPE (E) \ G� w INV IN=682.32 18" HDPE (SW) �` \ V \ / FFE=689.42 \ / DOUBLE METAL \ O DOOR FFE=689.49 - DOUBLE METAL \ / / DOOR (DEPRESSED) l CONC. EP C&G 8�I SWK -----CF�R$-- •6 1 "STUDENT UNLOADING / _ T/W=690.89' 690 � _ 8" MAPLE 6" MAPLE BRICK WALL 1.33' (W) MHGR STOP=689.43' INV 1N=683.12' 15" HDPE (NW) INV OUT=683.08' 18" HDPE (NE) T/W=690.94' i 69 i (5) 16-18" CONIFER TREE O / 12" HOLL Y / 6g / 1 � / /v � J 3RD BASE ® STORM DRAIN INLET W/ GRATE ® STORM MANHOLE W/ GRATE (CIRCULAR) O ROOF DRAIN Q STORM DRAINAGE (SD) MANHOLE RCP REINFORCED CONCRETE PIPE HDPE HIGH -DENSITY POL YETHYLENE PIPE ® CLEAN -OUT -X FENCE -LINE UFO UNDERGROUND FIBER OPTIC EDGE OF PAVEMENT (EP) DECIDUOUS TREE (DEC) CONIFEROUS TREE CONC. CONCRETE SWK SIDEWALK C&G CURB & GUTTER -u-- SIGN CONTOUR INTERVAL = 1' NOTES: 1. HORIZONTAL DATUM IS BASED ON NAD83 (NA2011), VIRGINIA STATE GRID, SOUTH ZONE. VERTICAL DATUM IS BASED ON NA VD 88. DATUM ESTABLISHED FROM NETWORK GPS OBSERVATIONS VIA LEICA SmartNET. 2. TOPOGRAPHIC DATA DEPICTED HEREON IS BASED ON CURRENT FIELD SURVEY BY THIS FIRM COMPLETED ON MARCH 28, 2019. 3. NO TITLE REPORT FURNISHED. EASEMENTS MAY EXIST WHICH ARE NOT SHOWN HEREON. 4. THIS IS NOT A BOUNDARY SURVEY. 5. MISS UTILITY TICKET INITIATED; TICKET NO. A909104836. NO UNDERGROUND UTILITYINVESTIGATION BEYOND INFORMATION PROVIDED VIA MISS UTILITY HAS BEEN CONDUCTED BY THIS FIRM. ASPHALT i 4' METAL FENCE (L=24 � 14"MAPLE / BALLPARK MEMORIAL -689 - I / SIGN - - -689 -�� �F° 8' METAL FENCE (L=117) — uFo� _ - - --- — UFO— _ - - - -688- - - - - - - - - - - - - - - - - - - - - - - - - - - - 689 - - (5) 14-16" Q0AUFE9 TREE _ _ - - - - - (8) 14-16" CONIFER TREE M 00 Q z APPLY DUST CONTROL TO ALL DISTURBED SCALE 1"=20' �Ds AREAS AND APPLY TEMPORARY SEEDING TO ALL I Now AREAS THAT WILL NOT BE BROUGHT TO FINAL 0 20' 40' GRADE FOR A PERIOD OF MORE THAN 30 DAYS. Q I.;c. \o. 0402057151 jo 412 2j1 ���, tip► M E 0 0 ON N V N � Q 0 > E W a� E +� ~v@� Q LL o - W O rLo ,1 0� W = M J U 00 W N —Ln W Fj p N v a� 3:O �x LL- =v�o a cLn rn N � M a� CO J �� CL 0 t a DATE 411612019 DRAWN BY Z. DAHL DESIGNED BY J. SHOWALTER CHECKED BY C. KOTARSKI SCALE ill =20' i oC U-) Qzz J 0 > 1--1 Q w 0 J 0Q0 Ly w U m Q oz (%) w:D 1.-1 o X Lu w J H� r� V 1 z 0 w co JOB NO. 43514 SHEET NO. C2.0 L- FFE=689.57' SINGLE METAL W SD INLET W/GRATE DOOR TOP=687.55' INV OUT=679.15' 24" HDPE (NE) FFE=689.60' INV 1N=679.23' 18" HDPE (W) SINGLE METAL EP / DOOR 68912 if w 19.1 �gd FFE=689.61' 16 � EP 60 SINGLE METAL ANG a DOOR 37.�' CANOPY OVERH 16.4' CONC. - ^ 12" MAPLE i ROOF DRAIN (TYP) (TYP) 4 37.�' D POST 4„X4^ BRICK W ALL \ Typ-` / X6aay5 16• ONC OVH 1 33� (W) / , = = \ Q y x6ss 6a8 . C 6$a 0 / 1 FFE=689.57 CLEAN OUT �� 6a82a SD INLET W/GRATE DOUBLE METAL 16 I TOP=688.00' DOOR - 9 i X6ag. INV IN=681.06' 15" HDPE (N) TIE TO EX. X6a LANDSCAPE PMBE�RS � INV OUT=680.06' 18" HDPE (E) a2 SEE PAVEMENT , , "xR� �rvP) / INV IN=680.19' 18" HDPE (S) a16 x6ag. REPLACEMENT 689.15 90A CONTRACTOR TO PROVIDE A 6 X68 JOINT DETAIL. W 1y X6a 1.5% CROSS SLOPE TO / be ENSURE POSITIVE DRAINAGE UXU LANDING X REMOVE AND REPLACE AS 689.30 �< - a• OFF PATH IN DOWN HILL / AT 688.60 X6aa9 REQUIRED FOR WATER AND SEWER CONNECTIONS 4 CLEANOUT (TYP.) DIRECTION g61 SHALLOW SWALE AT 1.25% SLOPE 6S ' WATERLINE BY OTHERS INV. = 684.00 SANITARY SEWER FORCE Cf) 1 SEE PLUMBING PLAN 8" HDPE PIPE TEE 6" HDPE ROOF MIN. SLOPE 1% (TYP.) a36 SEE PLUMBING INN BY OG PLAN THERSZ II X6aa�1 DRAIN INTO 8" HDPE c' 6$5 63 x6a 689.49 �m / TEE 6" HDPE ROOF DRAIN' 03 X 27' LONG RAMP INTO 8" HDPE 96 i xgag i x a i WITH HANDRAILS as• 1 6 (DESIGNED BY all xa 1 11 OTHERS) 16 x6a / SHED 61 88 15" NYOPLAST BASIN /J 6s 2� ; 665WITH STANDARD GRATE ROOF DRAIN (TYP) l TOP = 687.50 61 689.20 688.50 687.78 INV. = 684.70 / SD INLET W/GRATE /6� 8 SHALLOW SWALE AT 1.08% SLOPE 93 / 6a$6a X6as• TOP=688.34 1� Z Ex. X Gas / x INV OUT=682.19' 18" HDPE (NE) N 6ag 688.66' 6 O INV IN=682.23' 18" HDPE (S) WIL 8" HDPE PIPE 688.7f 3 ss3$ X MIN SLOPE 1% (TYP.) EX <6 CONNECT TO EX. SD INLET MHGR 18"NYOPLAST STR 688.47' DECK INV. = 683.30 TOP=687.70' \ 6aa5 COMPASS CORD 690.70 / 9g C) INV OUT=683.55' 12" HDPE (W) \ LED LIGHT (TYP.) /off \ g1' 6aa �3 iC6a1 z 1 64' 3' / \ 03 x6aa X \ a\ O \ g• < MHD 688.02 6b,16 J� \ X6 o TOP=688.42' I P \ �, as �9 x6 / \ / 2ND BASE m INV OUT=682.19 HDPE 18" (N) \ ti 93.67' X6 / MHD I = N INV IN=682.99 12" HDPE (E) \ TOP=688.20' p z W INV 1N=682.32 18" HDPE (SW) 9 40' g5 X0a PROPOSED 93.67' x 64' INV IN=683.25 15" HDPE (N) U 9� X6aa MODULAR CLASSROOMS INV OUT=683.22' 15" HDPE (SE) D SHALLOW SWALE AT 1.5/o 3° FFE=689.42 FFE = 690.70 a SLOPE y5 as 13 X68a 6s Q DOUBLE METAL $63 X6a9 x DOOR 6 �i LITHONIA LIGHTING \ sag x \ FFE=689.49 MINI -WALL PACK ag 65 X 1 6a X DOUBLE METAL 2 DUSK -TO -DAWN Za 6ga• X6a6 \ i6$91DOOR 75 �- TS (TYP.) 6aa EX. X p6 19 ag. $a 690.70 688.39' / 3$ CURB RAMP \ ag. xbag' x6 X6 IP x 6a$ • (DEPRESSED) � a3 x6a $ e3 x6a a ay x6 s a� � CONC. _ 8" HDPE PIPE I 6 8.1T BS 15"'I�'EX.�OPLAST BASINX6aa x6a$ a MIN SLOPE 1 /o (TYP) 6aa52 EP G �I SWK 14.62 CONNECT TO EX. NYOPLAST I 688.20 7WITH STANDARD GRATE BASIN- 6 $g $$ TOP = 687.25 3RD BASE -----C(�RB-- \-----�'6 6ag• 8 INV. IN = 683.19 �-� INV.=684.25 STUDENT UNLOADING" - ASPHALT 6 �\ TEE 6" HDPE ROOF T/W=690.89' SHALLOW SWALE AT DRAIN INTO 8" HDPE f 690 _ 1.25% SLOPE 688.10 8 HDPE PIPE 6 0�' L 4' METAL FENCE TEE 6" HDPE ROOF 688.19 0Fo MIN SLOPE 1% (TYP.) b& X 6Sa9 �a9 (L=24) 6 MAPLE X 8"MAPLE BRICK WALL DRAIN INTO 8" HDPE / - 6 6aa x6 - X1'----- --_ 1.33' (W) 4" MAPLE 96 6 ge x �6s \ 6aax SHALLOW SWALE AT 1.25% SLOPE BALLPARK MEMORIAL - � MHGR g05 / ♦ X SIGN ` T,OP=689.43' X6 i j - -689 - INV 1N=683.12' 15" HDPE (NW) CLEANOUT (TYP.) INV. o/ i 5 - 6" RISERS WITH INV OUT=683.08' 18"HDPE(NE) INV. �683.54. y ��F HANDRAILS 6 % ay3 66a5° 68a61 6a8�0 6aayy 8'METAL FENCE v I (DESIGNE�BY OTHERS) 6a5 x6a x X x X 'l� � T/W=690.94' \ ' / (L=117) - - UFO / _ _ - - - / x6a x6 _ - - - - - - - - - - - - - - /i��/a6 y6 /� -UFO- ---689---'-_-----__,-- -6SS---------_--- . ' (5) 16-18"CONIFER TREE � / 12"HOLLYJFo 05 666 5 X6S6 X6g6 X6g6 X X6g0' X6$9 (5) 14-16"Cpl�llFEf TREE _ _ _ - - - - -6� x696' (8) 14-16" CONIFER TREE x 05 APPLY STORM DRAIN INLET PROTECTION AS IP REQUIRED BY VESCH PRIOR TO BEGINNING CONSTRUCTION. APPLY FERTILIZER SEEDING AND MULCHING AS MU PS REQUIRED BY VESCH TO ALL NON -PAVED AREAS DISTURBED BY CONSTRUCTION WITHIN SEVEN DAYS AFTER FINAL GRADE IS ACHIEVED. M 00 Q z SCALE 1 "=20' 0 20' 40' NNLTJ4# C} ' ..� %TH. M. SHUIV'ALTE 1.;c• \o. 0402057151 jo 412 2-11 9 AN��, tip► 0,,jA1. M E 0 0 ON N N � Q 0 > E Lu6E -4-� Q LL tj o � 0 LL � � w o ro ,1 a_j� o z w N - Sri O LLrAFj " a C7W N� a� U 3:o�X w o Q o x LL- r-4 Z �vQ� O �Ln � N W a� CO J %D �_ vi O c9 0 0 > w a z 0 DATE 0 411612019 } DRAWN BY Z. DAHL • DESIGNED BY • J. SHOWALTER • CHECKED BY • C. KOTARSKI • • SCALE 1"=20' 0 0 0. /V 11 Vl J U Z J (9 wz _ O Q QLU E2 Lu J LL Q 0 V rram^^ ' / (n V Lu 0 Lu J uJ 1% V z 0 0. W JOB NO. 43514 SHEET NO. C3.0 L