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HomeMy WebLinkAboutSDP201600015 Plan - Approved 2016-05-0219 C 2 I 3 I 4 I 5 I 6 SITE DATA: ENGINEER: TIMMONS GROUP 919 2ND ST. S.E. CHARLOTTESVILLE, VA 22902 TELEPHONE: 434-327-1688 CONTACT: CRAIG KOTARSKI, P.E. CRAIG.KOTARSKI@TIMMONS.COM TAX MAP PARCEL: 08700-00-00-06100 LIMITS OF DISTURBANCE: 4,970 SF ZONING: RA MAGISTERIAL DISTRICT: SAMUEL MILLER SOURCE TOPOGRAPHY: TIMMONS GROUP, JAN 2016 BENCHMARK: BENCHMARK: LOCATED AT NORTHEAST CORNER OF THE EXISTING BUILDING ELEVATION = 728.07 DATUM: HORIZONTAL: NAD83 VIRGINIA STATE GRID SOUTH ZONE VERTICAL: NAVD88 ESTABLISHED THROUGH LEICA SMARTNET BUILDING HEIGHT: 14' (ADDITION) BUILDING AREA: 1,411 SF C PROPOSED USES: ADMINISTRATIVE AND SECURITY IMPROVEMENTS NEW IMPERVIOUS AREA (WITHIN PROJECT LIMITS): 1,411 SF WETLAND IMPACTS: NONE WATER SUPPLY: ACSA SANITARY SEWER: EXISTING ONSITE DRAINFIELD DRAINAGE DISTRICT: NORTH FORK HARDWARE RIVER THERE ARE NO CRITICAL SLOPES LOCATED WITHIN THE PROJECT LIMITS. THERE ARE NO CONSTRUCTION ACTIVITIES PROPOSED WITHIN THE 100 -YR FLOODPLAIN. THE SITE IS NOT LOCATED IN A WATER SUPPLY PROTECTION DISTRICT. 0 COUNTY OF ALBEMARLE, VIRGINIA SAMUEL MILLER DISTRICT 3/21/2016 2 I 3 •1 1, M -M 1 SCALE 111: 2000' OWNER: ALBEMARLE COUNTY SCHOOL BOARD 401 MCINTIRE RD CHARLOTTESVILLE, VA 22902 CONTACT: JOE LETTERI TELEPHONE: (434) 975-9340 FAX: (434) 975-9341 ENGINEER OF RECORD: TIMMONS GROUP 919 2ND STREET, S.E. CHARLOTTESVILLE, VA 22902 CONTACT: CRAIG KOTARSKI, P.E. TELEPHONE: 434-327-1688 Sheet Index Sheet Number Sheet Title C0.0 COVER C0.1 NOTES AND DETAILS C1.0 SITE PLAN AND PROFILES E401 EXTERIOR LIGHT LEVEL CALCULATION - AREA A E402 EXTERIOR LIGHT LEVEL CALCULATION - AREA B TOTAL = 5 SHEETS APPROVALS DATE DEPARTvMNT OF C01MNRJNTTY DEVELOPMENT PLANNrUMNINO ENGINEER INSPECTION'S ARD DEPARTMENT OF FIRF, FESCUE ALBEMARLE COUN"FY SERVICE, AUMORITY VIRUNIA DEPARMENT OF T NSPORT-ATIONI FLBALTH DEPARTMENT m I 7 'A"'.iern rl"11,oMy "e E RRC -mm ARCHITECTS, PC 1317 Executive Blvd, Suite 200 Chesapeake, Virginia 23320 (757)622-2828 �✓ t 1 \) y C CRAIG W. J. KOrF=S KT Lic. No. 0`102048507 Ti z ~ ~ O a- lam— v N 0 0w CL M U)U 0 2 p Co J w0 w N F - Q U LU O f7 LL 00 (m v = f W Cl) N O F- Z _ 0 Y � W 0 U CU Q w RRC -mm ARCHITECTS, PC 1317 Executive Blvd, Suite 200 Chesapeake, Virginia 23320 (757)622-2828 �✓ t 1 \) y C CRAIG W. J. KOrF=S KT Lic. No. 0`102048507 Ti ~ ~ v N 0 Y (O M 0 2 p 9 J J w N F - Q U LU O f7 LL U- N v = = 0 Cl) (n (n O a LU W 0 U CU U O o > 0 U Z Z 0 z W Y Q Q I— 0 cn LU11 Q 0� W w 2 0 a_ 0 Q U RRC -mm ARCHITECTS, PC 1317 Executive Blvd, Suite 200 Chesapeake, Virginia 23320 (757)622-2828 �✓ t 1 \) y C CRAIG W. J. KOrF=S KT Lic. No. 0`102048507 Ti SHEET M 0 v N 0 0 z O z F - Q U LU O W LL Q Z N_ w F- z a LU W 0 a z O > 0 z Q z O � �O o Q Q U� I %1 > z O O �Q w U Q= U) �'— w >- Z 0 z Q< Q JW W W 2 w Wo _ W JU J r .J J == J W z 0W LLJ o W- O �� U U Z W CL. � SHEET M E I DI C 1 I 2 1 3 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 1 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 10. OTHERWISE NOTED. 11. 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. 12. 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. 13. CASING SLEEVES SHALL BE PLACED AT ALL ROAD CROSSINGS FOR GAS, POWER, TELEPHONE AND CABLE TV SERVICE TRUNK LINES. (N/A) 14. THE INSTALLATION OF SEWER, WATER, AND GAS MAINS (INCLUDING SERVICE LATERALS AND SLEEVES) SHALL BE COMPLETED PRIOR TO THE PLACEMENT OF AGGREGATE BASE COURSE. 15. ALBEMARLE COUNTY APPROVAL OF CONSTRUCTION PLANS DOES NOT PRECLUDE THE RIGHT TO REQUIRE ADDITIONAL FACILITIES AS DEEMED NECESSARY. 16. 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. 17. THE SCHEDULING OF AGGREGATE BASE INSTALLATION AND SUBSEQUENT PAVING ACTIVITIES SHALL ACCOMMODATE FORECAST WEATHER CONDITIONS PER SECTION 315 OF THE ROAD AND BRIDGE SPECIFICATIONS. 18. 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). 19. A GEOTECHNICAL ENGINEER IS TO ASCERTAIN CAUSE AND CERTIFY RECOMMENDED METHOD OF REPAIR FOR ALL PAVEMENT STRUCTURAL FAILURES PRIOR TO STATE ACCEPTANCE. (N/A) 20. ALL VEGETATION AND ORGANIC MATERIAL MATERIAL IS TO BE REMOVED FROM THE PROPOSED PAVEMENT LIMITS PRIOR TO CONDITIONING OF THE SUBGRADE. 21. 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, 22. ALL APPROACH GUTTERS TO SAG INLETS SHALL MAINTAIN A MINIMUM 23. SLOPE OF 0.004 ft./ft. 24. ALL NEW HANDICAP ACCESSIBLE REQUIREMENTS ON-SITE AND WITHIN ALL NEW STRUCTURES SHALL COMPLY WITH THE 2006 UNIFORM STATEWIDE BUILDING CODE, 2006 VIRGINIA CONSTRUCTION CODE, AND ICC/ANSI A117.1-03. PLANT DEMOLITION SCHEDULE 0 i M QTY BOTANICAL NAME COMMON NAME MINIMUM INSTALLED SIZE ROOT REMARKS TREE CANOPY CALCULATION 1 CORNUS FLORIDA & CVS. FLOWERING DOGWOOD 6-7' HEIGHT B&B w V 124 X1 = 124 SF 1 QUERCUS ALBA WHITE OAK 1.5" CAL. B&B W O 243 X 1 = 243 SF 1 LLEX VERTICILLATA WINTERBERRY HOLLY 1.5" CAL. B&B } 41 X 1 = 41 SF 1 CORNUS KOUSA KOUSA DOGWOOD 6-7' HEIGHT B&B 128 X 1 = 128 SF 1 CANOPY REMOVED = 536 SF PLANT MATERIAL SCHEDULE 0 i M QTY BOTANICAL NAME COMMON NAME MINIMUM INSTALLED SIZE ROOT REMARKS TREE CANOPY CALCULATION 1 CORNUS FLORIDA & CVS. FLOWERING DOGWOOD 6-7' HEIGHT B&B w V 124 X1 = 124 SF 1 QUERCUS ALBA WHITE OAK 1.5" CAL. B&B W O 243 X 1 = 243 SF 1 LLEX VERTICILLATA WINTERBERRY HOLLY 1.5" CAL. B&B } 41 X 1 = 41 SF 1 CORNUS KOUSAKOUSA DOGWOOD 6-7' HEIGHT B&B 128 X 1 = 128 SF 1 ACER PALMATUM JAPANESE MAPLE 6-7' HEIGHT B&B 163 X 1 = 163 SF O CANOPY REMOVED = 699 SF (NET GAIN = 163 SF) 4 I 5 LANDSCAPE GENERAL NOTES PRE -CONSTRUCTION • CONTRACTOR IS RESPONSIBLE FOR CONTACTING "MISS UTILITY" AT 1.800.552.7001 FOR LOCATION OF ALL UTILITY LINES.TREES SHALL BE LOCATED A MINIMUM OF 5 FEET FROM SEWER/WATER CONNECTIONS. NOTIFY LANDSCAPE ARCHITECT OF CONFLICTS. • VERIFY ALL PLANT MATERIAL QUANTITIES ON THE PLAN PRIOR TO BIDDING, PLANT LIST TOTALS ARE FOR CONVENIENCE ONLY AND SHALL BE VERIFIED PRIOR TO BIDDING. • PROVIDE PLANT MATERIALS OF QUANTITY, SIZE, GENUS, SPECIES, AND VARIETY INDICATED ON PLANS. ALL PLANT MATERIALS AND INSTALLATION SHALL COMPLY WITH RECOMMENDATIONS AND REQUIREMENTS OF ANSI Z60.1 "AMERICAN STANDARD FOR NURSERY STOCK". IF SPECIFIED PLANT MATERIAL IS NOT OBTAINABLE, SUBMIT PROOF OF NON AVAILABILITY TO THE ARCHITECTS, TOGETHER WITH PROPOSAL FOR USE OF EQUIVALENT MATERIAL. • PROVIDE AND INSTALL ALL PLANTS AS IN ACCORDANCE WITH DETAILS AND CONTRACT SPECIFICATIONS. CONSTRUCTION/INSTALLATION • LANDSCAPE ARCHITECT RESERVES THE RIGHT TO REJECT ANY PLANTS AND MATERIALS THAT ARE IN AN UNHEALTHY OR UNSIGHTLY CONDITION, AS WELL AS PLANTS AND MATERIALS THAT DO NOT CONFORM TO ANSI Z60.1 "AMERICAN STANDARD FOR NURSERY STOCK" • LABEL AT LEAST ONE TREE AND ONE SHRUB OF EACH VARIETY AND CALIPER WITH A SECURELY ATTACHED, WATERPROOF TAG BEARING THE DESIGNATION OF BOTANICAL AND COMMON NAME. • INSTALL LANDSCAPE PLANTINGS AT ENTRANCES/EXITS AND PARKING AREAS ACCORDING TO PLANS SO THAT MATERIALS WILL NOT INTERFERE WITH SIGHT DISTANCES. • CONTRACTOR IS RESPONSIBLE FOR WATERING ALL PLANT MATERIAL DURING INSTALLATION AND UNTIL FINAL INSPECTION AND ACCEPTANCE BY OWNER. CONTRACTOR SHALL NOTIFY OWNER OF CONDITIONS WHICH AFFECTS THE GUARANTEE. INSPECTIONS/GUARANTEE • UPON COMPLETION OF LANDSCAPE INSTALLATION, THE LANDSCAPE CONTRACTOR SHALL NOTIFY THE GENERAL CONTRACTOR WHO WILL VERIFY COMPLETENESS, INCLUDING THE REPLACEMENT OF ALL DEAD PLANT MATERIAL. CONTRACTOR IS RESPONSIBLE FOR SCHEDULING A FINAL INSPECTION BY THE LANDSCAPE ARCHITECT. • ALL EXTERIOR PLANT MATERIALS SHALL BE GUARANTEED FOR ONE FULL YEAR AFTER DATE OF FINAL INSPECTION AGAINST DEFECTS INCLUDING DEATH AND UNSATISFACTORY GROWTH. DEFECTS RESULTING FROM NEGLECT BY THE OWNER, ABUSE OR DAMAGE BY OTHERS, OR UNUSUAL PHENOMENA OR INCIDENTS WHICH ARE BEYOND THE CONTRACTORS CONTROL ARE NOT THE RESPONSIBILITY OF THE CONTRACTOR • PLANT MATERIAL QUANTITIES AND SIZES WILL BE INSPECTED FOR COMPLIANCE WITH APPROVED PLANS BY A SITE PLAN REVIEW AGENT OF THE PLANNING DEPARTMENT PRIOR TO THE RELEASE OF THE CERTIFICATE OF OCCUPANCY. • REMOVE ALL GUY WIRES AND STAKES 12 MONTHS AFTER INSTALLATION. 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. NOTE: ONLY STAKE TREES WITH LARGE CROWNS, 2" CALIPER OR GREATER, IF LOCATED ON WINDY SITES, OR WHERE TAMPERING MAY OCCUR. PRUNE CODOMINATE LEADERS REMOVE BROKEN, BADLY DEFORMED, RUBBING, NARROW CROTCH ANGLES, WATER SPROUTS, OR CROSS -BRANCHES. REMOVE TAGS, LABELS, AND PLASTIC SLEEVING. DO NOT STAKE UNLESS SPECIFIED (SEE NOTE) DO NOT WRAP TRUNK PRUNE SUCKERS IF FIELD GROWN, CUTAWAY ALL BALLING ROPES. REMOVE BURLAP OR WIRE BASKET FROM TOP Y3 OF BALL. IF CONTAINER GROWN, REMOVE CONTAINER AND CUT CIRCLING ROOTS 1:1 SLOPE OF SIDES OF PLANTING HOLE SCARIFY SIDES BEFORE PLANTING TAMP SOIL AROUND ROOTBALL BASE FIRMLY WITH FOOT PRESSURE SO THAT ROOTBALL DOES NOT SHIFT DECIDUOUS TREE PLANTING 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 1 ST 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 ROOT BALL 12 GAUGE GALVANIZED WIRE 3-2"x2" HARDWOOD STAKES GALVANIZED WIRE GUY 12 GAUGE. ALLOW FOR A SLIGHT AMOUNT OF MOVEMENT 8'2"x2" HARDWOOD STAKE, 2'-6" MIN BELOW SURFACE. STAKE SHALL BE DRIVEN A MIN 18" OUT FROM TRUNK AND OUTSIDE OF ROOTBALL 2-3" MULCH LAYER TO EDGE OF DRIPLINE. KEEP 4-6" AWAY FROM TRUNKFLARE SET ROOTBALL FLUSH TO GRADE OR 1-2" HIGHER IN SLOWLY DRAINING SOILS. DO NOT COVER THE TOP OF THE ROOTBALL WITH SOIL. ROOTFLARE SHALL BE VISIBLE ABOVE FINISHED GRADE 6" SAUCER BACKFILL PLANTING PIT WITH NATIVE SOIL. INCORPORATE SLOW-RELEASE GRANULAR FERTILIZER 1" COMPOST LAYER PLACE ROOTBALL ON UNEXCAVATED OR TAMPED SOIL 0 ALBEMARLE COUNTY ENGINEERING GENERAL CONSTRUCTION NOTES 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT OF WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT. 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND MUST BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. 5. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL:VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED. 6. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. 8. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS III. 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). BLASTING NOTES 1. SET THE STAKES. 2. EXCAVATE A 4"X 4" TRENCH UPSLOPE ALONG THE LINE OF STAKES. r FLOW -� I 4" 3. STAPLE FILTER MATERIAL TO STAKES AND 4. BACKFILL AND COMPACT THE EXTEND IT INTO THE TRENCH. EXCAVATED SOIL. FLC SHEET FLOW INSTALLATION 1. BLASTING SHALL NOT BE PERMITTED ON THIS PROJECT. 2.5" BITUMINOUS CONCRETE SURFACE COURSE - SM -9.5A 6" TYPE 21 B AGGREGATE BASE COURSE /����� COMPACTED SUBGRADE C: . =:) DENOTES LIGHT DUTY ASPHALT PAVEMENT ON PLANS LIGHT DUTY ASPHALT PAVEMENT SECTION No Scale "-14 CONTROL JOINT SPACED AT WIDTH OF WALK .Q TA�..:L.,• EXPANSION JOINT AT MAX OF 30', WITH PREMOLDED EXPANSION FILLER a• CONC. WALK e . TTTTTT T�TTTTTTTTTTTTTTTi�TTTTT\ COMPACTED SUBGRADE 4" 21-B STONE CONCRETE SIDEWALK JOINT DETAIL No Scale NON -SLIP BROOM FINISH VARIABLE WIDTH' MAX. CROSS SLOPE 2% -. e - a � e a % 4" 3,000 PSI AIR -ENTRAINED / CONCRETE COMPACTED SUBGRADE 4" TYPE 21 B STONE NOTE: SIDEWALKS SHALL BE CONSTRUCTED IN ACCORDANCE WITH VDOT STANDARDS. CONCRETE SIDEWALK PAVEMENT SECTION No Scale (PERSPECTIVE VIEW) METAL INSPECTION FRAME W/ SOLID LID 3' EXIST GRADE (NEENAH R-1975 OR EQUIVALENT) FLOW I MAX. CONCRETE COLLAR A B �A MIS -CRUSHED STONE BEDDING 6 DI CLEANOUT /�I�II��(111111� II POINTS A SHOULD BE HIGHER THAN POINT B. SF DRAINAGEWAY INSTALLATION 3.05-2 PLUG OF LINE END NE (FRONT ELEVATION) SILT FENCE (W/O WIRE SUPPORT) No Scale CLEANOUT DETAIL No Scale 1 I 2 I 3 I 4 I 5 I 6 - N 04 M 0 i M F-' J 111 L_L _r in H J U_ = U) z 0 0-� O U (3 U W 0 W D_ w V H O c) � U Q W O W fy_ 2 0 D- 0 } U m T_ rl_ w o D z _ O Y o7 <C w - N 04 M 0 i M F-' J 111 L_L _r in H J U_ = U) Y U) {- O 0 0 U (3 U W 0 LU Z z Q w V H O c) W Q rY W fy_ 2 0 D- 0 0 U Filmm ARCHITECTS, PC 1317 Executive Blvd, Suite 200 Chesapeake, Virginia 23320 (757)622-2828 `4'x..4. A -4,r E v° bx. 14 C S F11 Lie. No. 040204850, � 'IONAL $ 3 . 0 v N 0 O z 0 Q Z U O LU U_ Qz z N w Z w T Q 0 z_ 0 5 0 T Q Z J 00 0 0Q _ D z Q U� > z 0 w 0rvQ = Q(D U) UJ-17 _ Zz w � Z Wo 0 D Jo W0 z W J� Q J J = 0 �.I..� 0 w o wo 0 0') T F- (D U z w O 0 SHEET C0.1 A 2 I 3 E FBI C S01400' B3„IAR3 DB, G, ZONEa RA q? fiRM L AREAS i S1­110�'_!., '0 _L .-, ROA"L. UA WOOD Aft 5 V xe` 5 DEMO. CONC. y SIDEWALK k fADD ALTERNATE: , 51 ADDITIONAL DEMOLITION1 REMOVEAND REPLACE REMOVEAND WHITE OAK REPLACE I TW=728.85' DOGWOOD z REMOVE METAL COLUMN 0.42'x 0.25' (TYP.) 18 TOTAL C? EMC )VE %ELEC. TW=728.83' SUPPLY REMOVE ENTRANCE REMOVE RECESSED CANOPY (6'W) CANVAS REMOVEBLOCK WALL LIGHT (TYP.) WALL (W=0.67) f REMOVEAND-­­;�q1 REMOVE SjEc. REPLACE KOUSA G,:%EL SUPPLY REMOVE CONC. DOGWOOD RETAINER SF (0. 3 3' W) Co -Z, ANIREMOVE SEDIMENT FROM & EXIST SPLASH BED TP REMOVE DRAIN 2' REMOVE LSA REOVE L SA BELOW GRADE --y REMOVE ROOF L E Och", 'H1100L F�C;LlTy DRAIN S�l ROH IR E 10 L L7. S REMOVEAND 9-71AF-l'. SL `C S >Mff /Ty REPLACE WINTER BERRY ce) F',5. --------- R-�A-fo Co '0, 33 W, CO 0 w .mss wc. z i REMOVE FAUCET "'A i`T-F�72,; P7 SCALE 1"=10' wf EXISTING CONDITIONS AND \\ENTT 1 1�, 0 10 20' DEMOLITION PLAN OC ' o 0 i3 0 (o Lo 0 0 N Lo mc,4,0 LA C) r� C; V VCoq v r� 0) LL Ce) 11 N eL C14 0 O C14 0 Cf) M+ 6 C14 N a) a) + O_ + . . a_ ICT L0 8 8 0) Q + C11 110 Lr5 0 < ce) Ce)o (14 C\1 0 C14 < N 0 < 0) 0) < > ~ ~ 735 Co cn z U) z U) 0 U) z C14 F < 0 > CD 0 0 > 0 > > 0 > > Z > 730 Z > z z z EXIST. z 74n GRADE- GRADE - 740 -1: 6 Cleanout STA 11 +26.15 TOP 727.00 INV IN 719.80 (1-2) INV OUT +/-719.70 (EXIST, 6" PVC) \-1-2 2.80' OF 4" PVC @ 3.25% 9+50 0+00 1+00 S1ANITARY LATERAL 11+50 1 HORIZ SCALE: 1"=50' VERT SCALE: 1 "=5 0 50 PROFILE SCALE 4 I 5 I 6 X 725 CJ1JN1TY0rA1.,,?C Rs`..ESCHOO�'. 90,ARD 10, DB, 50.J,f-'1G, 3-.f3 Z( Ef--:RA4 H" ESS: fS, REPLACED i. �"A W4TER BERRY REPLACED WHITE OAK EXIST. CG -12 A_ EXIST. CONC. EXIST. CONC. DISTURBANCE LIMITS OF -J 72616 726.16 4,970 SF TIE TO A ASPHALT PATH 726.33 k .. . ................................ 45' . ..... 11. E .......... CILASSFOOX7 EXIST. CbN­C.,.` .......... .77 726.26 A X. . . . . . . . . . . . ..X x. 72&44 '6' ASPHALT PATH 726.52 woo .4 72712 726.97 5 0 '4 EXIST. NC--'.'\ C N, EXIST. ONG, 726.52 M 4. 726 68 TIE TO SIDEWALK AT NEAREST 5 4 4' REPLACED FLOWERING 4 4 JOINT . . DOGWOOD 8 4'' A NEW JAPANESE MAPLE 727 PROPOSED BUILDING ADDITION A % 727.27 EXIST CONC. SIDEWALK 4" SAN. C.O. 727.04 .72?.27 -01 TYP. 11 EXIST 726.22 727.27 BUILDING ADDITION 0 P .x FFE=727.27 727.27 4 (MATCH EXIST. BUILDING) 728.18 SIC IV 726.60 tAe LIMITS OF 727.88 VDOT CLASS Al �ROUTED BROWNSTONE RIPRAP DISTURBANCE (5X5) TYP. 4,970 SF _7_1101 726.65 EXIST 726.88 REPLACED 728.10 KOUSA DOGWOOD . .......... APPROXIMATE LOCATION EXIST. 728.07 / 727.27 OF EXIST. SEPTIC IIA,' il:'� .(S- -PIZ. i. DISTRIBUTION BOX . ..... -27 727.21' 727.15 3 EXIST. 6" PVC EXIST. 726.93 6 INV +/ 719.80 CONTRACTOR SHALL VERIFY PIPE LOCATION AND INVERT ELEVATION K 2 C.O. 6" SAN. C APPROXIMATE LOCATION OF EXIST. 6" PVC SAN. SEWER 114� N, <C,'� T�0,, P 726. v 6.9 -727.27 �12 D;11^ EXIST.' ')", r27 2J." ..": '0 S04001, /L ITY PfiLl, ES. SITE PLAN n 7 61 rX*,V`VTY0­ALBEWR"U 3„ !"),,"'•t CY� I CLASSR00.11'f L17B% 50"?, PG, RA Z-2 X RED HILL SCHOOL ROA, REPLACED TREE REPLACED TREE f a EXIST. CG -12 z. �q ; , I% EXIST. CONC. 726.16 LIMITS OF EXIST. CONC. DISTURBANCE 726.16 TIE TO 5,3710 SF ASPHALT PATH . .... .... E ........ TIE TO SIDEWALK C L A SS'R 0 AT NEAREST b EXIST. CONC\%. .77' ' 4 . . . . . . . . 4 • 726.26 JOINT N, EXIST. 726444 ASPHALT PATH 726.52 TC 726.31 A' alb' V., 727.12 A I' ' A ADD ALTERNATE "/` 0, 726.84EXIST. 726.4680 A 72&.52.. -- CANOPY AND ADDITIONAL '4 72 :A TC 726.51 �71 .0. . . . . . 4 #7A CONCRETE SIDEWALK. 4 AI 'A A 0 A A, 4. A.. - -CANOPY POST A * ! - '. .726.60 A - 71. 4 4 6. A A (TYP.) 5 A 4 726.97 4. 4 EXIST. TC 726.71 0., 4 4 �A 4 REPLACED A•0 ........ 0, A A. 4 - NEW JAPANESE TREE 4 - XISTCG,6 A 4 MAPLE EXIST. CONC. 44 PROPOSED 0, 0 A 4 726.81 BUILDING ADDITION .4 o 4 _.'4 A EXIST. CONC. J 4 C 727 .10 727.27 SIDEWALK 4" SAN. C.O. 727.04 726.90 -0 4 2 .2 TYP./fiEXIST 726.22 727.27 r -j BUILDING ADDITION 727.27 Te .05 FFE=727.27 4 (MATCH EXIST. BUILDING) 727.88 t11V 728.18 726.60 LIMITS OF VDOT CLASS Al GROUTED" DISTURBANCE 5,370 SF BROWNSTONE RIPRAP 726.65 (5X5) TYP. EXIST 726.88 REPLACED 77 728.18 X 728.18 TREE APPROXIMATE LOCATION --•----n EXIST. 728.07 OF EXIST. SEPTIC 727.27 DISTRIBUTION BOX 2, 727.27` 727.15 3 % EXIST. 6" PVC EXIST. 726.93 INV +/- 719.80 w I 6 L E�,f 6, B L 0, CONTRACTOR SHALL S0�1-�,'001 FACILITY VERIFY PIPE LOCATION`RE�_; L S, AND INVERT ELEVATIONr. 1. EVE -L "kC _`00f, "'Ac"L. iTy 1 i. -fl L E, S, I N. 727.27 6" SAN. C.O. 2 "' ,; ,.., / EXIST. 727.2Z APPROXIMATE LOCATION OF EXIST. 6" PVC SAN. SEWER 'S Cl) 00 < z SCALE 1"=10' 0 10, 20' 2 I 3 ADD ALTERNATE SITE PLAN In ce) 00 0 < z SCALE 1"=10' 0 10, 20' Do Z r,-, '1�1 au) 0 04 oU) (Co:1 Cl) 4 U_ LL W N 0D U) 6 + > U) 0 Lij Z LD 0) Q w 0 C14 cli N 0 < 735 > ~ ~ 735 Co (o 0- 0 0 w C14 F < 0 > CD 0 >z VJ z > 730 < w 730 PROPOSED EXIST. GRADE- GRADE - 725 17 725 .. .. .. .................. . ......... 7-29. 5-6 4-5 3-4 50.26' OF 36.41'OF 22.83' OF 4" PVC 4 " PVC 4" PVC @ 3.54% @ 4.44% @ 5.75% 715 715 2-3-J 13.85' OF PIN, 4" PVC I @ 3.18% I I I -1: 6 Cleanout STA 11 +26.15 TOP 727.00 INV IN 719.80 (1-2) INV OUT +/-719.70 (EXIST, 6" PVC) \-1-2 2.80' OF 4" PVC @ 3.25% 9+50 0+00 1+00 S1ANITARY LATERAL 11+50 1 HORIZ SCALE: 1"=50' VERT SCALE: 1 "=5 0 50 PROFILE SCALE 4 I 5 I 6 X 725 CJ1JN1TY0rA1.,,?C Rs`..ESCHOO�'. 90,ARD 10, DB, 50.J,f-'1G, 3-.f3 Z( Ef--:RA4 H" ESS: fS, REPLACED i. �"A W4TER BERRY REPLACED WHITE OAK EXIST. CG -12 A_ EXIST. CONC. EXIST. CONC. DISTURBANCE LIMITS OF -J 72616 726.16 4,970 SF TIE TO A ASPHALT PATH 726.33 k .. . ................................ 45' . ..... 11. E .......... CILASSFOOX7 EXIST. CbN­C.,.` .......... .77 726.26 A X. . . . . . . . . . . . ..X x. 72&44 '6' ASPHALT PATH 726.52 woo .4 72712 726.97 5 0 '4 EXIST. NC--'.'\ C N, EXIST. ONG, 726.52 M 4. 726 68 TIE TO SIDEWALK AT NEAREST 5 4 4' REPLACED FLOWERING 4 4 JOINT . . DOGWOOD 8 4'' A NEW JAPANESE MAPLE 727 PROPOSED BUILDING ADDITION A % 727.27 EXIST CONC. SIDEWALK 4" SAN. C.O. 727.04 .72?.27 -01 TYP. 11 EXIST 726.22 727.27 BUILDING ADDITION 0 P .x FFE=727.27 727.27 4 (MATCH EXIST. BUILDING) 728.18 SIC IV 726.60 tAe LIMITS OF 727.88 VDOT CLASS Al �ROUTED BROWNSTONE RIPRAP DISTURBANCE (5X5) TYP. 4,970 SF _7_1101 726.65 EXIST 726.88 REPLACED 728.10 KOUSA DOGWOOD . .......... APPROXIMATE LOCATION EXIST. 728.07 / 727.27 OF EXIST. SEPTIC IIA,' il:'� .(S- -PIZ. i. DISTRIBUTION BOX . ..... -27 727.21' 727.15 3 EXIST. 6" PVC EXIST. 726.93 6 INV +/ 719.80 CONTRACTOR SHALL VERIFY PIPE LOCATION AND INVERT ELEVATION K 2 C.O. 6" SAN. C APPROXIMATE LOCATION OF EXIST. 6" PVC SAN. SEWER 114� N, <C,'� T�0,, P 726. v 6.9 -727.27 �12 D;11^ EXIST.' ')", r27 2J." ..": '0 S04001, /L ITY PfiLl, ES. SITE PLAN n 7 61 rX*,V`VTY0­ALBEWR"U 3„ !"),,"'•t CY� I CLASSR00.11'f L17B% 50"?, PG, RA Z-2 X RED HILL SCHOOL ROA, REPLACED TREE REPLACED TREE f a EXIST. CG -12 z. �q ; , I% EXIST. CONC. 726.16 LIMITS OF EXIST. CONC. DISTURBANCE 726.16 TIE TO 5,3710 SF ASPHALT PATH . .... .... E ........ TIE TO SIDEWALK C L A SS'R 0 AT NEAREST b EXIST. CONC\%. .77' ' 4 . . . . . . . . 4 • 726.26 JOINT N, EXIST. 726444 ASPHALT PATH 726.52 TC 726.31 A' alb' V., 727.12 A I' ' A ADD ALTERNATE "/` 0, 726.84EXIST. 726.4680 A 72&.52.. -- CANOPY AND ADDITIONAL '4 72 :A TC 726.51 �71 .0. . . . . . 4 #7A CONCRETE SIDEWALK. 4 AI 'A A 0 A A, 4. A.. - -CANOPY POST A * ! - '. .726.60 A - 71. 4 4 6. A A (TYP.) 5 A 4 726.97 4. 4 EXIST. TC 726.71 0., 4 4 �A 4 REPLACED A•0 ........ 0, A A. 4 - NEW JAPANESE TREE 4 - XISTCG,6 A 4 MAPLE EXIST. CONC. 44 PROPOSED 0, 0 A 4 726.81 BUILDING ADDITION .4 o 4 _.'4 A EXIST. CONC. J 4 C 727 .10 727.27 SIDEWALK 4" SAN. C.O. 727.04 726.90 -0 4 2 .2 TYP./fiEXIST 726.22 727.27 r -j BUILDING ADDITION 727.27 Te .05 FFE=727.27 4 (MATCH EXIST. BUILDING) 727.88 t11V 728.18 726.60 LIMITS OF VDOT CLASS Al GROUTED" DISTURBANCE 5,370 SF BROWNSTONE RIPRAP 726.65 (5X5) TYP. EXIST 726.88 REPLACED 77 728.18 X 728.18 TREE APPROXIMATE LOCATION --•----n EXIST. 728.07 OF EXIST. SEPTIC 727.27 DISTRIBUTION BOX 2, 727.27` 727.15 3 % EXIST. 6" PVC EXIST. 726.93 INV +/- 719.80 w I 6 L E�,f 6, B L 0, CONTRACTOR SHALL S0�1-�,'001 FACILITY VERIFY PIPE LOCATION`RE�_; L S, AND INVERT ELEVATIONr. 1. EVE -L "kC _`00f, "'Ac"L. iTy 1 i. -fl L E, S, I N. 727.27 6" SAN. C.O. 2 "' ,; ,.., / EXIST. 727.2Z APPROXIMATE LOCATION OF EXIST. 6" PVC SAN. SEWER 'S Cl) 00 < z SCALE 1"=10' 0 10, 20' 2 I 3 ADD ALTERNATE SITE PLAN In ce) 00 0 < z SCALE 1"=10' 0 10, 20' Do (0 0 Z _j w au) 0 04 oU) Cl) N U_ LL W U) 6 b > U) 0 Lij Z LD LU 0 w 0 0 < w > 0� w Co (o 0- 0 0 w C14 F < z CD 0 VJ LL > < w (0 0 ce) C)w j _j w _j U) 04 oU) Cl) N U_ LL 0 6 b LU 0 W 0 Lij Z LD Z 0 Lu 0 0 U) < w < 0� w 0� 0 0- 0 0 ARCHITECTS, PC 1317 Executive Blvd, Suite 200 Chesapeake, Virginia 23320 (757)622-2828 N*p C U CRATG-W J. K0Q-AR,KI Lie. 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0.0 , 0. , 0.0 i 0.0 + 0.0 ♦ 0.0 + 4 1.3 + i 0.9 , 0.8 4 0.8 , 0. ♦ 0.8 ♦ 0 + 0.6 ♦ 0.4 4 .3 4 0.3 + 0. + 05 .1 + 0.1 + 0.1 i 0.1 , 0.0 + 0.0 , 0.0 + 0.0 , 0.0 , 0.0 ♦ 0.0 # 0.0 ,0' ' 00 + ' 8, r 11 + 1 0 +278 +28.0 + O 0.1 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0., 0.1 0.0 0. 0.0 0.0 VESTIB L 0.9 0.9 1.0 1.1 1.2 1 1.0 0.9 0.5 0.3 0. 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 ♦ ♦ 21.1 i 27.5 + , .0 23. 112 , 0.2 + 0.2 ♦ 0.2 4 0.2 + 0.3 ♦ 0.3 ♦ 0.2 , 0.2 ,i 0.2 0.2 ♦ 0.1 + 0.1 , 0.1 + 0.1 + 0.0 , 0. 1 0 1 + t 1.1 i♦, 1.4 1.7 1 , 1.9 1, ++ 0.9 4,#+♦4t4+,i4,+4i#+0.0 0.7 0. 0.3 2 0.2 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0. +0.0 +0.0 '0.0 +0.0 CLASS + 0.2 4 0.3 ♦ 0.3 4 0.3 + 0.3 + 0.4 , 0.3 + 0.3 , 0.3 , 0.2 ♦ 0.2 + 0.1 , 0.1 , 0.1 ♦ 0.0 + + 2.1 i 4 3.2 3.1 + , 1. + 1.3 ♦ 0. , 0.6 + 0.4 ♦ 0. ♦ 0.2 # 0.2 + 0.1 4 0.1 + 0.1 , 0.1 , 0.0 ♦ 0.0 + 0.0 + 0.0 i 0.0 4 0.0 # 0.0 ♦ 0.0 # 0.0 +0.0 +0.0 %0 +0.0 PO D ♦ 0.3 4 0.3 i 0.4 0.4 0.5 + 0.5 + 0.5 + 0.5 4 a4 ♦ 0.3 ♦ 0.2 i 0.2 , 0.1 , 0.1 + + i 4.1 4.9 + + 3.8 + 2.6 + 1. + 1.1 , 0.7 , 0.5 + 0.4 0.3 + 0.2 + 0.2 + 0.1 + 0.1 + 0.1 + 0.1 , 0.0 + 0.0 + 0.0 4 0.0 + 0.0 ♦ 0.0 ♦ 0.0 + , 0.0 0.0 1 D)3 � ♦ ♦ 4 ♦ +- ♦ + ♦ ♦ + , t 4 , i i i ♦ + , , , , + + , + + + + + , + + 4 i 4 + + '0.0 +0.0 +0. '0.0 0.3 0.4 0.6 0.7 0.7 0.7 0.7 0.5 0.4 0.3 0.2 0.1 .6 5.4 5.0 3. 2.1 1, 0 0.6 0.4 0. 0.2 0.2 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 +0.0 +0.0 +0.0 +0.0 + 0.4 ♦ 0. + 0.9 t 1.0 +1. 1.1 +1. 1.1 + 1.0 , 0.8 ♦ 0.6 + 0.4 ♦ 0.3 + + 6.9 + 5. , 3.5 + 2.2 + 1 + 1. i 0.7 i 0.5 + 0.4 , O.J , 0.2 + 0.2 + 0. , �jl 0.1 ♦ 0.1 ♦ 0.0 + 0.0 ♦ 0.0 , 0.0 , 0.0 + 0.0 ♦ + + 0.0 0.0 0.0 0.0 CLASS CLASS ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' +0.0 +0.0 '0. +0.0 + 0.5 + 0.7 + 1,0 + 1.2 ♦ ♦ 1.7 1.7 + 1,6 1.2 0.9 + 0.6 + RECEP ON 4.6 3.1 1.5 1.1 0. 0.7 0.5 0. 0.3 0.2 .2 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 POD POD +0.0 %0 +0. %0 111 '7 1� ♦ 0.6 + 0.9 + 1.2 + 1.7 i 2.2 , 2. + 2.7 ♦ 2.4 + 1.8 , 1.2 ♦ + + , 1.9 + 1.5 + 1.2 + 1.1 + 0. + 0.7 + 0.5 + .4 + .3 + 0.2 + 0.2 + 0.1 , 0.1 ♦ 0.1 , 0.0 + 0.0 + 0.0 ♦ 0.0 i 0.0 ♦ + i , 0.0 0.0 0.0 0.0 • o.o # o.o 4 o.o o.o 1 u�� D 0 .7 , 1.0 i 1.5 ♦ 2.2 ♦ 3.1 ♦ 3.8 + 4. i i 2.6 ♦ ENTRY i + + 1.7 + 1.6 + 1.6 ♦ 1.5 , 1,3 , 1. , .8 i , 0.4 t 0.3 4 0.2 f 0.1 4 0.1 ♦ 0.1 + 0.0 i 0.0 i 0.0 ♦ 0.0 + 0.0 + 0.0 0.0 0.0 0.0 ♦ 0.0 i 0.0 { 0.0 0.0 +0. +1.1 '1.7 +2.6 +3.8 +5.0 +5.6 '4. C O + .8 + + 2.0+ 2.2 + 2.2 + 2.0 + .6 + + 0.8 + + 0.4 + 0.2 ♦ 0.2 , 0.1 ♦ 0.1 ♦ 0.1 ♦ 0.0 , 0.0 f 0.0 , 0.0 , + t + 0.0 0.0 0.0 0.0 +0 ♦ '1 '2 '4 +5 +§l�j� , 1 0 (S C 0 + + 4 + 4 ♦ 4 + 4 ♦ i 4 i , + + + ♦ + , , , +0.0 '0.0 +0.0 0.0 8 1 B 8 2 6 6 9 3.4 3.5 .1 .3 1.6 1. 0.7 0.4 O.J 0.2 0., 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 C� 0 + + + , t + + , + , ♦ ♦ + + + + , + + + +0.0 +0.0 '0.0 +0.7 +1.0 .6 '2.5 +3.7 +5. .8 .3 .5 3.2 2.1 1.3 0. 0.5 0 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 +0.0 +0.0 +0.0 0.0 +0.6 +0.8 +1,3 +.9 +1. PRINCIPAL + , ♦ 5.7 ♦ 4.0 + 2.5 , 1.5 + 0.9 + 0 , 0. , 0.2 + 0.1 i 0.1 t 0.1 t 0.0 + 0.0 ♦ 0.0 + 0.0 ♦ + + , 0.0 0.0 0.0 0.0 'O.0 +0.0 +0.0 0.0 + 0.4 + 0.5 + 0.9 + 0. C L I N I C 1 0 3 .1 + +4.1 +2.5 +1.5 '0 + .5 '0. +0. +0.1 +0.1 +0.1 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 ® ® +0.0 +0.0 +0.0 0.0 1 0 4 ++ 5.5 .9 + + 2.1 , t. + .8 + 0.5 + 0.3 , .2 ♦ 0.1 ♦ 0.1 + 0.1 ♦ 0.0 ♦ 0.0 + 0.0 + 0.0 + , + + 0.0 0.0 0.0 0.0 + + + ♦ + 0.0 1.1 +1, 4 3.3 4 .4 4 1. + 0 + O. i 0.4 , .3 ♦ 0.2 , 0.1 # 0.1 + 0.1 + 0.0 , 0.0 # 0.0 # 0.0 4 i + i 0.0 0.0 0.0 0.0 FLEX FLEX + + ♦ ♦ , , + , ♦ , t + i + i + + + + + '0.0 '0.0 +0.0 +0. 138 135 0.0 0.0 0.3 + 1. + 1.5 I 0. 0.5 0.3 0.2 0.2 0.1 0.1 + 0.1 + 0.0 0.0 0.0 + 0.0 + 0.0 0.0 0.0 0.0 + + + +0.0 +0.0 +0.0 +°. FLEX TOIL T + 0.0 + 0.0 + 0.0 0.1 0.7 0. 0.7 .5 0.4 0.2 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 +o.o +o.o +o.o + 1 3 MUSIC 4 OXOXo.o + 4 + 0.0 ♦ 0.1 + 0.3 + o.a o. 4 0.3 i .z i o.z t o.l ♦ o., 4 o., + o.l 4 o.o 4 o.o + o.o o.o + o.o , o.o o.o o.o o.o '0.0 '0.0 '0.0 +0.0 O 0.0 0.0 0.0 0.0 0.1 0.2 0.3 0. 0.2 .1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 + 0 + ♦ + CLO ♦ 0.0 ♦ 0.0 , 0.0 ♦ 0.1 i 0.1 + 0.1 + 0.1 i 0. + +01 0 1 �.1 , 0.1 + 0.0 , 0.0 t 0.0 , 0.0 t 0.0 + 0.0 + 0.0 , + 0.0 0.0 + 139 136 , 0.1 , 0.1 , + 0.1 + 0.0 ♦ 0.0 + 0.0 ♦ 0.0 ♦ 0.0 ♦ 0.0 + 0.0 0.0 0.0 0 0.0 0.0 0.0 0.1 .1E' CUSTODIAN i + ♦ , , ♦ + + ♦ ♦ , , + , + %0 %0 +0.0 +0.0 LOBBY 111 H °.° + °. + °.° ♦ o.o i o.o + °.° , o.o , °., .° + °.° i °.° i °.° , °.° + °.° + o.o + °.° i °.° , °.° +°.° +o.o '°.° '°.° 10 7 FT , °.° °.° o.o °. °.° °.° o.o o.o °.° °.° o.o °.° °.° °.° o.o °.° °.° o.o +o.O +0.0 'OX +0.0 0.0 t 0.0 i 0.0 4 0.0 4 0.0 4 0. + , o.o + o.o ♦ o.o + o.o + o.o # o.o , o.o + o.o ♦ o.o # o.o + o.o + ♦ ♦ ♦ , +MO + +0.0 ♦0.0 +ox +0.0 ,0.0 +0.0 ♦0.0 ♦ t 0.0 +o.o +o 'o of Ao�q �V 121 , o.o o.o + o.o + o.o ♦ o.o ♦ o.o + o.o , o.o i o.o + o.o , o.o o.o + o.o , o.o + o.o i o.o + o.o o.o +0. +0.0 + .� 4°]o STAFF 113 , 0.0 , 0.0 4 0.0 4 0.0 i 0.0 + 0.0 # 0.0 , 0.0 ♦ 0.0 , 0.0 # 0. 0 i 0.0 i 0.0 + 0., 0 0.0 ♦ 0.0 4 0.0 4 0.0 WORK 1. U , + Q.Ot , ♦ 0.0 0.0, ox QQt , ao 0.0+ + + , 0.0 + ox +o.o 'o.o +o.o 1f AFTER o.o ♦ .0110 0.0 + 0.0 i 0.0 , 0.0 , 0.0 ♦ 0.0 , 0.0 + 0.0 0.0 + 0.0 + 0.0 i 0.0 , 0.0 , 0.0 + 0.0 STAFF SCHOOL +0.0 ♦ ♦ , + + + + + , ♦ ♦ ♦ i ♦ + ♦°.° '°.° `°.° BOYS GIRLS WORK 112 °.° °.° °.° o.o o.o o.o °.° o.o + °.° o.o o.o + °.° o.o °.° °.° , o.o +°.° 'o.o 'o.o '°.° 12 7 1 z 6 1� °.° °.° o.o °.° o.o o.o °.° o.o o.o °.° o.o °.° °.° °.° °.° CLO + + + + + + i + + , +0.0 +0.0 %0 +0.0 '0. MECHANICAL I L E 0.0 O.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 +0.0 +0.0 +o.o +0.0 'OX 'o. 14 2 � 9 122 + OO + + i + ♦ + i + + , ♦ ♦ + 00 + OX '0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0. + 0.0 ♦ 0.0 , 0.0 , 0.0 + 0.0 i 0.0 4 0.0 # 0.0 + 0.0 ♦ 0.0 , 0.0 + 0.0 + 0.0 + 0.0 , 0.0 0.0 ' 0 '0.0 +0.0 .0 +0.0 +0. FAMILY 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 '°.° 'o.o +o.o '°.° `°. SERVICE CLO VEND + ♦ + + i i , + + , , i , +°. 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NA G ♦ Lic. No. 38 1 ••OSSIONAL EN0i•• Z O Q O Z W Z m Z W O ry C) -j Z Q o C' O U) Q U C) U J Q U) C) LUJ F- Z LUJ WF - i - 0 W �Z J W W J C) � `r' w O L = Q IJP W o (� W NLU Z J �oj w ULi z O Q ii a_ (Y 0 M C IN SHEET A E402