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HomeMy WebLinkAboutSDP200800147 Plan - Approved 2008-12-16G /ol S / R/ Q c \D. E lq ` 1/ l271pSEpR1 1II \ •' 2 97 X25 MERIDIAN \' ON f I I i " \ \ \ \ \ `` INy?08p p'MAGNETIC 121MERIDIANI1 \ \\ I `Y` 0 30 60 120 I i 1 ' i \ , 6b I J / `' ! I TIN 1 I FS, CL C / ) , 'A'j " / 1 1 1 1 Y FIV j' S rtFE1 PC DIFIED) / / / / / / ! ' I 1875 p X.2 Fbuo ATE SCALE IN FEET 2 } l ' ( ( ' ITM / / ( I 1 I N 1 i 1 i / t ST. ANNES - BELFIELD SITE P CT TC IFy A J 8' 9 2S Ep Rq 1 1 6`' I1 ON 1 l I / I 6.0' - 1 " R. .P. I I I ( I U r£,, -F i I I II N 2 5 42 / - I i g TY1 pONR, FRO Sg271IFVIR1NR. CFf S w1 L B E L 2+ ' kt 4 1p. F 7 IF( TATI S I1 2 NE 75 111 69 UND T1 N l l l lprEAST '" °` - ' - ` L R 6 Q I I p E Lp ED FR M q Y d 0 f I TYQO. V/ CAS N100 c 1 ` 2A- E R \ N j 1 U I r i I I EIV11 t T 2Y 1 5 q D PO - ' \AN NO TpE BIL I TI G 1 T0 t AR E I CEC.IN J / Of AREA SURFA 80 _` - / f N I I GN X1STl .0• x oaoo.00 sq. Fr. - - - .. ' ` ct sic (f8...- AND T10E,V /E ) G•.. 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SHEET TITLE I l 8 w C0.0 SITE PLAN N C.02 DEMOLITION PLAN \ 6 • i" tic COA STATE ROAD AND COUNTY CONSTRUCTION NOTES /CISTERN DETAILS ii ? \ P,yi• %r 21 • j / / PLAN SHOWING CRITICAL SLOPES I C0.3 SITE / j • ' \ . a - ` _ / COA EROSION AND SEDIMENT CONTROL PLAN _ CO.5 EROSION AND SEDIMENT CONTROL PLAN o 1 y O o / - - - - -N + FG63 `'Po, \\ \ Y / • i PHASE 1(ONE)C1.0 MIDDLE SCHOOL AC CESS ROAD PLAN AND PROFILE C1.2 LOWER SCHOOL ACCESS ROAD AND STATE ROAD PLAN AND PROFILE __rn --'- 3 = / _ - STATE ONE IOS OUTLINED C ALLOW Y 2 2 CONSISTING OF C1.3 LOWER SCHOOL ACCESS ROAD AND STATE ROAD PLAN AND PROFILE WITH PARKING LOT , r*r ? = - _ _ -' / F,`' \ ` i' 1 I _. - -- ' z S o / ; /` INSTALLATION OFEROSION CCCONTROL ITEMS f 10 CIA LOWER SCHOOL ACCESS ROAD AND STATE ROAD PLAN AND PROFILE MASS GRADING FOUNDATION CONSTRUCTION I ! i / I ' F / ' \` > -- - -`d `- / i • `; lr/ UW I 2 w/ O ROAD AND WATERLINE INSTALLATION, SANITARY C2.0 STORM SEWER PROFILES j 111 \ N y I 700 FF 251 • 0 " \\ \ '\ _ ' _ m .. b o JJJ AND STORM SEWER INSTALLATION.c a~ C1 \\ `' \ j ! °°'`°Yaw i/ tiQ v'w O l C2.1 STORM SEWER PROFILES AND BIO- FILTER NEW SCHOOLS - , f C3.0 WATERLINES PLAN AND PROFILE TO COMPLETE LOOP AND SERVE liC3.1 WATERLINES PLAN AND PROFILE TO COMPLETE LOOP AND SERVE NEW SCHOOLS --" r - '. ,, x4 o ; I .. ,, Q 1 ` 1 / o o e J C3.2 ALBEMARLE COUNTY SERVICE AUTHORITY WATER AND SEWER DETAILS EWERC4.0 SANITARY S AND ROOF DRAI NS TO CISTERN PLAN - / ' Z / C4.1 SANITARY SEWER PROFILES \ ' i I,/1J 1 CL\ +6 11 (C1 FF i 46 PROJECT DATA C5.1 THRUST BLOCK- DETAILS -FORCE MAIN PLAN - PROFILE `= \ FF y3 / , /I 0.38 f _ - =}' N - t ' Q \ \ N ! y , yp / XISTIN , 1. PROJECT NAME: ST. ANNES- BELFIELD NEW -LOWER /MIDDLE SCHOOL C5.2 PUMP STATIOWD FORCEMAIN FOR NEW LOWER AND MIDDLE SCHOOL SITE "\\_ - e2e- -' - / \ ' qq % 5 i DI -7 / 2. OWNER: ST. ANNES- BELFIELD 2132 IVY ROAD G T 1 iGRA CHARLOTTESVILLE, VIRGINIA 22903 4. TAX MAP 60 PARCELS 57, 57A, 57B, 57C 0 T 630. 5. BOUNDARY PERFORMED BY THOMAS D. BLUE P.L.S.QSE \1 Fc / d h / /P DP t; r \1 _- g y I o • j m INV.D C 629.3 j U. AERIAL TOPOG N RAPHY PERFORMED BY JAMES DC" L P.L.S.N a; / ! / BENCHMARK IS ON KNOLL ON THE SOUTH SIDE OF FAUCONER DRIVE AS SHOWN. l 8 - 1 8 / 's. • ' o / / BENCHMARK = 637.60 (ASSUMED) d ` ' I ING TE PH N LINE T BE JpD 7. MAGISTERIAL DISRICT: JACK QV E11 eS - ° B R ® '• / 8. ZONING: ALL PARCELS ARE R -1 WITH SPECIAL PERMIT. THIS PLAN AMENDS SDP -97 -148. I ' I , oM RA ` 9. PRESENT USE: PARCEL 57 I LOWER SCHOOL/PRIVATE TMp 60; _/ - _ 8 D.I. WATERL • PARCEL 57 -BINE PARCEL 57 -A H (, 24_ - - -" HDPE (SM A 60" DIA R / PARCEL 57 -C V FAv ' orrtiT R W ) WTH 20' EASEMENT 2 - / VLC '' // / / R F F D IN ST CENTERED ON THE r e ' ER 'Iry N ;% I • ' IR GAIL y AS WATERIE - , ,` / /1 1 1 /'Nh VUl N1q ST o pER EXISTING $' / CE ' \ e / / SFF (' , Ap. ! 10. PROPOSED USE: NEW LOWER AND MIDDLE SCHOOLSP DBj32y ! TE Ry p I \ / sS ' G S 11. THE SITE LIES WITHIN THE RIVANNA RESERVOIR WATERSHED.9 BASfBqLL6N (TO RE FIELD „ , i \ s 9 41 S tiF 9 OAI 12. THIS PROPERTY IS NOT LOCATED WITHIN A DEFINED 100 YEAR FLOOD ZONE. MAIN) ,\ \ / • ' ryT 13. THIS PROJECT WILL BE SERVED WITH PUBLIC WATER AND PUBLIC SEWER. l\ O I • ;/ l / Jq4' ' (/ 1414. MINIMUN SETBACKS: PARKING v: ^j6' s3 Q • 4jAFpti FRONT - 25 FEE 10 FEET c X SIDE - 15 FEE REAR -20FEE I = i OQOOF' \ l l \ - j •y / ( I !/ l / / CQG 15. PARKING CALCULATIONS: SEE PARKING SUMMARY BELOW o: Q J • ( ( / / PJ< 16. PROPOSED SITE INFORMATION: ADDITIONAL WATERLINE AND NEW ENLARGED O / 1 •4 i U' R PUMP STATION PROVIDED. GN TOr VRP G NOTES B I X 5 LATE SIGN 9° G 0 F 0 RO I 1. A BUFFER WILL BE REQUIRED ALONG THE PROPOSED FIELDS THAT ARE 17 Sp ACE I= AOOQ Sy c' PQ ADJACENT TO THE SOUTHERN AND SOUTHEASTERN BPOUNDARIES. p K t 1 Dl- Dl-'B • " \P \!c' PR0 / 2 , MINIMUM 20' DEEP BUFFER AT PARKING AREA SUBJECT TO ARB APPROVAL. 1 -IZZZ 3. THE NEW PLAYING FIELDS WILL BE UNLIGHTED. MINIMUM ! I , M MUM 20 DEEP BUFF APPROVALDI' B_NCHMARK IRON SETj / 4 ER AT PLAYING FIELDS AREA SUBJECT TO ARB 9 • _ / ELEATI = 37 .so GLOECKNER ENGINEERING SURVEYING, INC.99.'f 5, LANDSCAPING MAY BE REQUIRED TO BE IN EXCESS OF THE MINIMUM BELFIELD SCHOOL I ARB REQUIREMENTS.8 - . -_` 'TJ .. -- ., .r' -J , 26.5 _ - - _ \ 0 \` C1 2 6. A ROW OF 2 AND 1/2" CALIPER SHADE TREES WILL BE PROVIDED ALONG THEPROJ. N0. 2512131 I { / / _ -` T ! ` 4 EAST SIDE OF THE RELOCATED STATE ROUTE 855. r I N 68 24 _'- ` ' -- rv _ - - UN/VkEI FAVLC_ lyfR \ \ 7. ALL BUILDINGS WILL NOT EXCEED THE MAXIMUM 35' IN HEIGHT. I UN/ TE LCON i .271 Fp VIRt^,I' IAR\1 E ESTql / D, ERSITY E V1R -. LIFE d F8''g - -p.' 325 \ O DNOTES: DTM FILE USED TO GENERATE CONTOURS. / % 1 B 2712 P GfNlq F ESTgTE d / E8 R 896 ON \ PARKING SUMMARY I aB, g, 3g5, 0 NDATI _ ` \ `SON RA 696 CIO 1 \ \\HATCHED AREAS NOT MAPPED DUE TO ' \ / CONTOUR INTERVAL: 1 & 2 Ff. , / \ \ TOTAL REGULAR +HANDICAP SPACES PROVIDED: 309 VERY DENSE VEGETATION. J I `' -` ! _- / / - \ \ ` REGULAR HANDICAP HATCHED AREAS MAPPED CONTAIN VERY DENSE VEGETATION AND SHOULD BE FIELD CHECKED. \ \ \1 / % / A / \ i / ,J° \ \ EXISITNG: 221 8 EXISTING TO BE REMOVED: 45 1 DASHED AREAS MAY NOT MEET / __ o i''' ` \ SUBTOTAL EXISTING TO REMAIN: 176 7 LOUISA AERIAL SURVEYS, INC. NATIONAL MAP ACCURACY STANDARDS. / \ // j _ , NEW PROPOSED SPACES: 118 8 P.O. BOX 430 / \ MINERAL, VA. 23117 DATE OF PHOTOGRAPHY: 11/28/07 540) 967 -1499 DATE OF COMPILATION: 12/06/07 TOTAL SPACES PROVIDED: 294 15 BOWIE GRIDLEY ARCHITECTS, P.L.L.C. 1010 WISCONSIN AVE, N.W. SUITE 400 WASHINGTON, D.C. 20007 TEL. (202) 337 -0888 FAX 202 337 -2626 GLOECKNER ENGINEERING SURVEYING INC. ENGINEERS - SURVEYORS PLANNERS - 508 DALE AVENUE, SUITE A CHARLOTTESVILLE, VA. 22903 Tel. 434 - 971 -1591 Fax, 434 - 293 -7612 f 1(YI I rC_ l I Submitta Type Reviewed and Approved by the Communit Development Department ate Z' ' Z05 _ ile# 5 Sign ure Copyright No.Issue - Revision Date 1 Schematic Design Submission 4/4/08 2 Schematic Design REVISED 5/19/0 3 ADDED CROSS -SECT. LINES 6/4/08 4 MOVED 20' BUFFER /PARKING/6/6/08 AND PLAYFIELDS SLIGHTLY 5 ADDED CRITICAL SLOPE STUDY 7/21/0 6 PROGRESS PRINT MTG 8/27 8/25/08 7 66% DD PROGRESS SET 9/5/08 8 SITE PLAN SUBMITTAL 9/29/0 9 100% DD SUBMISSION 10/17/0 St. Anne's - Bel field Lower / middle School Foulconer Rood Chorlottesville• \Arginio BGA 07020 SITE PLAN JOB. NO. 07- 029 -00 DWG. NAME 07029SP2.DWG C090 SCALE 1 " =60' NOTES FOR UTILITY DEMOLITION 1.SANITARY SEWERC \ONCE BUILDINGS HAVE BEEN DEMOLISHED, TH ANITARY SEWER LINESES WILL BE EXCAVATED AND REMOVED FROM SITE. THE EXTENT OF REMOVAL WILL TERMINATE AT TH E UPPER EDGE OF THE FOOTBALL FIELD BLEACHER EMBANKMENT. THE TERMINA POINT WILL BE A MINIMUM F 4 FEET0EE BELOW MAGNETIC FINISHED GRADE AND PLUGGED. SEPTIC TANK WILL ALSO BE REMOVED. MERIDIAN 2. WATERLINES ONCE BUILDINGS HAVE BEEN DEMOLISHED THE WATER LINES WILLLL BE EXCAVATED AND REMOVED FROM SITE. THE PRESCHOOL AND 0 30 60 120 L + l f /OLD GYMNASIUM WILL BE BACK FED FROM THE NV1 / / / E CO OCATION CENTER. TELECOMSCALEINFEETI ` , ONCE BUILDINGS HAVE BEEN DEMOLISHED, THf / E E TELECOM WIRESl /1 TED AND REMOVED FROM SITE. THE PRESCHOOL ANDIJ ' ) OLD GYMNASIUM WILL BE BACK FED FROM THE CONVOCATION CENTER. WILL BE EXCAVA I1 ! 1 f 4. ELECTRIC 1 1liI ONCE BUILDINGS HAVE BEEN DEMOLISHED, TH ELECTRICE WIRES1 _II ! r ' WILL BE EXCAVATED1 , _ ,.._,_ ; ..:. ; >• -_ - -- - -`_ -.... _ ` I / { D REMOVED FROM SITE. THE PRESCHOOL ANDIAN1I OLD GYMNASIUM WILL ALLBEBACK FED FROM THE CONVOCATION CENTER.f 5. GAS ONCE BUILDINGS HAVE BEEN DEMOLISHED, TN AfEG LINES WILL BE EXCAVATED AND REMOVED FROM SITE. THE PRESCHOOL AND OLD GYMNASIUM WILL BE BACK FED FROM THE CONVOCATION CENT C 1 , or f eb 1 t tt 1 fl C l i r o '. ; \ NDERGR.OU TIC 1J l` / R T4 I C o /• of \: 1 \ \ r ,. , + r' O 1.J 01 >r .r NL GLOECKNER ENGINEERING SURVEYING, INC. BELFIELD SCHOOL PROJ. N0. 2512131 1 CONTOUR INTERVAL: 1 & 2 FT. LOUISA AERIAL SURVEYS, INC. P.O. BOX 430 MINERAL, VA. 23117 540) 967 -1499 NOTES: DTM FILE USED TO GENERATE CONTOURS. WITCHED AREAS NOT MAPPED DUE TO VERY DENSE VEGETATION. HATCHED AREAS MAPPED CONTAIN VERY DENSE VEGETATION AND SHOULD BE FIELD CHECKED. DASHED AREAS MAY NOT MEET NATIONAL MAP ACCURACY STANDARDS. DATE OF PHOTOGRAPHY: 11/28/07 DATE OF COMPILATION: 12/06/07 0 a j.Ur r jL a r J 4 i 6 Pin Lftm BOWIE • GRIDLEY ARCHITECTS, P.L.L.C. 1010 NISCONSIN AW, N.W. SUITE 400 WASHINGTON, D.C. 20007 TEL (202) 337 -0888 FAX 202 337 -2626 GLOECKNER ENGINEERING SURVEYING INC. ENGINEERS — SURVEYORS PLANNERS — 508 DALE AVENUE, SUITE A CHARLOTTESVILLE, VA. 22903 Tel. 434 - 971 -1591 Fax. 434 - 293 -7612 Copyright No.Issue — Revision Date 1 Schemotic Design Submission 4/4/08 2 Design - Develop 7 22 08 3 100% DD SUBMISSION 10/17/08 St. Anne's — 6elfidd lower diddle School Faulconer Road Charlottesville, Virginia BGA 07020 DEMOLITION PLAN JOB. NO. 07- 029 -00 C*0 DWG. NAME DEMOLITION.DWG SCALE 1 " =60' TOP M.H. ELV.= 638.00' M.H. #4A INV. OU T= 633.14 0•111:1101 A5" _ INV. IN= 633.34 I MINIMUM 6" TOPSOIL OVER BOLTED MH COVER BOTH CISTERN MANHOLES TO BE RECOVEREDNDISCHARGEONLYWITHMETALDETECTOR)MANHOLE INV. OUT= MX L1 633.22 CIff F INV. VING I RECIE MANHOLE -4-, CLASS I OR II MATERIAL--' PLACED AND COMPACTED IN ACCORDANCE WITH ASTM D22321 IN PIPE ZONE 1. ALL REFERENCES TO CLASS I OR II MATERIAL ARE PER ASTM D2321 STANDARD PRACTICE FOR UNDERGROUND INSTALLATION OF THERMOPLASTIC PIPE FOR SEWERS AND OTHER GRAVITY FLOW APPLICATIONS ", LATEST EDITION. 2. ALL RETENTION AND DETENTION SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH ASTM D2321, LATEST EDITION AND THE MANUFACTURER'S PUBLISHED INSTALLATION GUIDELINES. 3. MEASURES SHOULD BE TAKEN TO PREVENT THE MIGRATION OF NATIVE FINES INTO THE BACKFILL MATERIAL, WHEN REQUIRED. SEE ASTM D2321. 4. FILTER FABRIC: A GEOTEXTILE FABRIC MAY BE USED AS SPECIFIED BY THE ENGINEER TO PREVENT THE MIGRATION OF FINES FROM THE NATIVE SOIL INTO THE SELECT BACKFILL MATERIAL. 5. FOUNDATION: WHERE THE TRENCH BOTTOM IS UNSTABLE, THE CONTRACTOR SHALL EXCAVATE TO A DEPTH REQUIRED BY THE ENGINEER AND REPLACE WITH THE DISCRETION OF THE DESIGN ENGINEER, THE TRENCH BOTTOM MAY BE STABILIZED USING A GEOTEXTILE MATERIAL. 6. BEDDING: SUITABLE MATERIAL SHALL BE CLASS I OR II. THE CONTRACTOR SHALL PROVIDE DOCUMENTATION FOR MATERIAL SPECIFICATION TO ENGINEER. UNLESS OTHERWISE NOTED BY THE ENGINEER, MINIMUM BEDDING THICKNESS SHALL BE 4" (100mm) FOR 4 " -24" (100mm- 600mm); 6" (150mm) FOR 30 " -60" (750mm- 900mm). 7. INITIAL BACKFILL: SUITABLE MATERIAL SHALL BE CLASS I OR II IN THE PIPE ZONE EXTENDING NOT LESS THAN 6" ABOVE CROWN OF PIPE. THE CONTRACTOR SHALL PROVIDE DOCUMENTATION FOR MATERIAL SPECIFICATION TO ENGINEER. MATERIAL SHALL BE INSTALLED AS REQUIRED IN ASTM D2321, LATEST EDITION. m MINIMUM COVER OVER ALL RETNETION /DETENTION SYSTEMS APPLICATIONS (GRASS OR LANDSCAPE AREAS) IS 12" FROM TOP OF PIPE TO GROUND SURFACE. ADDITIONAL COVER MAY BE REQUIRED TO PREVENT FLOATATION. FOR TRAFFIC APPLICATIONS, MINIMUM COVER IS 12" UP TO 36" DIAMETER PIPE AND 24" OF COVER FOR 42" - 60" DIAMETER PIPE, MEASURED FROM TOP OF PIPE TO BOTTOM OF FLEXIBLE PAVEMENT OR TO TOP OF RIGID PAVEMENT. 31.63' ALBEMARLE COUNTY ENGINEERING GENERAL CONSTRUCTION NOTES FOR PUBLIC ROADS NOTEi ALL JOINTS, PIPE CONNECTIONS AND THROUGH MANHOLE INLETS AND THROUGH OUTLETS WILL BE WATERTIGHT. UNDISTURBED EARTH N -12 MANIFO]LD_ 90' END II 20, 11 20' 1 I - -20' 20' 10' - V= iiiiiiiiiiiiiiiiiiiiiilillifilli[M 11111 1 I ,SUITABLE/ * FOUNDATION BEDDING (CLASS I OR II MATERIAL) 6" MIN FOR 30 " -60" PIPE CROSS SECTION DETAIL CISTERN) TYPICAL RETENTION /DETENTION N.T.S. 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. CONSTRUCTION INSPECTION OF ALL PROPOSED ROADS WITHIN THE DEVELOPMENT WILL BE MADE BY THE COUNTY. THE CONTRACTOR MUST NOTIFY THE DEPARTMENT OF ENGINEERING (296 -5861) 48 HOURS IN ADVANCE OF THE START OF CONSTRUCTION. 3. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). 4. 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. 5. UPON COMPLETION OF THE FINE GRADING AND PREPARATION OF THE ROADBED SUBGRADE, THE CONTRACTOR SHALL HAVE CBR TESTS PERFORMED ON THE SUBGRADE SOIL. THREE (3) COPIES OF THE TEST RESULTS SHALL BE SUBMITTED TO THE COUNTY. IF A SUBGRADE SOIL CBR OF 10 OR GREATER IS NOT OBTAINABLE, A REVISED PAVEMENT DESIGN SHALL BE MADE BY THE DESIGN ENGINEER AND SUBMITTED WITH THE TESTS RESULTS FOR APPROVAL. 6. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL: VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 4:1 OR BETTER ARE TO BE ACHIEVED. 7. SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WITHIN THE PUBLIC RIGHT -OF -WAY OR WITHIN EASEMENTS PRIOR TO ACCEPTANCE BY VDOT. ALL DRAINAGE OUTFALL EASEMENTS ARE TO BE EXTENDED TO A BOUNDARY LINE OR A NATURAL WATERCOURSE. THE CONTRACTOR SHALL FIELD VERIFY THE LENGTH OF ALL STORM DRAINAGE PIPE. 8. GUARDRAIL LOCATIONS ARE APPROXIMATE. EXACT LENGTH, LOCATION AND APPROPRIATE END TREATMENTS WILL BE FIELD DETERMINED AT THE TIME OF CONSTRUCTION. ADDITIONAL GUARDRAIL MAY BE REQUIRED AT LOCATIONS NOT SHOWN WHEN, IN THE OPINION OF VDOT, THE DIRECTOR OF ENGINEERING, OR THE DIRECTOR'S DESIGNEE, IT IS DEEMED NECESSARY. WHEN GUARDRAIL IS REQUIRED, IT SHALL BE INSTALLED FOUR (4) FEET OFFSET FROM THE EDGE OF PAVEMENT TO THE FACE OF GUARDRAIL, AND ROADWAY SHOULDER WIDTHS SHALL BE INCREASED TO SEVEN (7) FEET. 9. WHERE URBAN CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT CG -9 (A, B OR C). 10. WHERE RURAL CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT STANDARD PE -1. 11. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED TO STABILIZE A DRAINAGE CHANNEL WHEN, IN THE OPINION OF VDOT, THE DIRECTOR OF ENGINEERING, OR THE DIRECTOR'S DESIGNEE, IT IS DEEMED NECESSARY. 12. A MINIMUM CLEAR ZONE OF TEN (10) FEET FROM THE EDGE OF PAVEMENT SHALL BE MAINTAINED ON ALL RESIDENTIAL SUBDIVISION STREETS. ADDITIONAL CLEAR ZONE MAY BE REQUIRED DEPENDING ON THE CATEGORY OF ROAD DESIGN. 13. COMPLIANCE WITH THE MINIMUM PAVEMENT WIDTH, SHOULDER WIDTH AND DITCH SECTIONS, AS SHOWN ON THE TYPICAL PAVEMENT SECTION DETAIL, SHALL BE STRICTLY ADHERED TO. THE CROSS SLOPE SHALL BE MAINTAINED AS SHOWN ON THE PLANS. EXCEPTIONS WILL NOT BE ALLOWED. 14. ALL REQUIRED SIGNS (STOP, STREET NAME, SPEED LIMIT SIGNS, ETC.) ARE TO BE FURNISHED AND INSTALLED BY THE DEVELOPER PRIOR TO ACCEPTANCE. SIGNS AND THEIR INSTALLATION SHALL CONFORM TO ALBEMARLE COUNTY ROAD NAMING AND PROPERTY NUMBERING ORDINANCE AND MANUAL" AND THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. THE LOCATIONS OF ALL SIGNS ARE SHOWN ON THE PLANS. THE DEVELOPER SHALL BE RESPONSIBLE FOR MAINTENANCE OF THE SIGNS UNTIL THE ROADS HAVE BEEN ACCEPTED INTO THE STATE SECONDARY ROAD SYSTEM. THE SPEED LIMITS TO BE POSTED ON SPEED LIMIT SIGNS ARE TO BE DETERMINED BY VDOT PRIOR TO ACCEPTANCE. THE SPEED LIMIT IS TO BE POSTED 5 MPH BELOW THE DESIGN SPEED. INV. IN-633.5 RECIEVING MANHOLE 12" PVC PIPE LSCHEDULE35 FROM ROOF DRAIN J I. -_ 2ND ACCESS M.H. FOR CLEANDUT PURPOSES DIAMETER RECIEVING MANHOLE MANHOLE NOTEi ALL PIPING EXCAVATION N -12 DOUBLE WALL TRENCH PER OSHA WATER TIGHT 60' DIAMETER CISTERN PLAN N.T.S. 15. ROAD PLAN APPROVAL IS SUBJECT TO FINAL SUBDIVISION PLAT VAILIDATION. SHOULD THE FINAL PLAT FOR THIS PROJECT EXPIRE PRIOR TO SIGNING AND RECORDATION, THEN APPROVAL OF THESE PLANS SHALL BE NULL AND VOID. 16. TRAFFIC CONTROL OR OTHER REGULATORY SIGNS OR BARRICADES SHHALL BE INSTALLED BY THE DEVELOPER WHEN, IN THE OPINION OF THE DIRECTOR OF ENGINEERING, OR THE DIRECTOR'S DESIGNEE, THEY ARE DEEMED NECESSARY IN ORDER TO PROVIDE SAFE AND CONVENIENT ACCESS. 17. USE VDOT STANDARD CD -1 OR CD -2 UNDERDRAINS UNDER THE SUBBASE MATERIAL AT ALL CUT AND FILL TRANSITIONS AND GRADE SAG POINTS. 18. A VIDEO CAMERA INSPECTION IS REQUIRED FOR ALL STORM SEWERS3 AND CULVERTS THAT ARE DEEMED INACCESSIBLE TO VDOT INSPECTIONS AND ARE TO BE ACCEPTEED INTO VDOT MAINTENANCE PROGRAM AND OWNERSHIP. THE VIDEO INSPECTION SHALL BE CONDUCTE=D IN ACCORDANCE WITH VDOT'S VIDEO CAMERA INSPECTION PROCEDURE AND WITH A VDOT AND /OR COUNTY INSPECTOR PRESENT. IN ADDITION, IF HIGH - DENSITY POLYETHYLENE (HDPE) PIPE OR PIPE SYSTEM IS INSTALLED, THE CONTRACTOR AND A REPRESENTATIVE FROM THE PIPE MANUFACTURER ;SHOULD HOLD A PRE - CONSTRUCTION MEETING FOR INSTALLATION TRAINING. THE PIPE MANUFACTURER SHOULID SPEND A MINIMUM OF TWO HOURS ON THE JOBSITE DURING THE INITIAL INSTALLATION. OVERFLOW AND DISCHARGE M.H. 7' DIAMETER DISCHARGE MANHOLE M.H. 4A 4' DIAMETER MANHOLE NOTES: 1. THE ABBREVIATION V.D.O.T. MADE HEREAFTER REFERS TO THE VIRGINIA DEPARTMENT OF TRANSPORTATION. THE TERM COUNTY REFERS TO ALBEMARLE, VIRGINIA. 2. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED TO STABILIZE A DRAINAGE CHANNEL WHEN, IN THE OPINION OF VDOT, THE DIRECTOR OF ENGINEERING OR HIS DESIGNEE, IT IS DEEMED NECESSARY. 3. UPON COMPLETION OF THE ROADWAY CONSTRUCTION, STREET NAME SIGNS SHALL BE INSTALLED BY THE DEVELOPER AT ALL STREET INTERSECTIONS. SIGNS AND THE INSTALLATION THEREOF SHALL CONFORM TO "ALBEMARLE COUNTY STREET NAME SIGN REQUIREMENTS ". THE DEVELOPER SHALL BE RESPONSIBLE FOR MAINTENANCE OF THE SIGNS UNTIL THE ROADS HAVE BEEN ACCEPTED INTO THE STATE SECONDARY ROAD SYSTEM. 4. SITE IS NOT WITHIN THE WATERSHED OF THE SOUTH FORK RIVANNA RESERVOIR, UPSTREAM OF THE PROPOSED LICKINGHOLE CREEK IMPOUNDMENT. 5. THIS SITE IS NOT LOCATED WITHIN THE LIMITS OF THE 100 YEAR FLOOD PLAIN AS DESIGNATED BY THE NATIONAL FLOOD INSURANCE PROGRAM. 6. THE LOCATION OF EXISTING UTILITIES ACROSS OR ALONG THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL ON HIS OWN INITIATIVE LOCATE ALL UNDERGROUND LINES AND STRUCTURES AS NECESSARY. 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING "MISS UTILITY" (1- 800 - 552 - 7001). 8. CERTIFICATION THAT 959 COMPACTION IS OBTAINED SHALL BE PROVIDED FOR ALL FILL AREAS UNDER ROADWAY LINES AND APPURTENANCES. THIS CERTIFICATION SHALL BE SIGNED BY A PROFESSIONAL GEOLOGIST. THE CERTIFICATION SHALL STATE THE EXACT AREA THAT THE CERTIFICATION APPLIES TO. 9. ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO V.D.O.T. STANDARD PE -1. 10. CONTRACTOR SHALL FIELD VERIFY LENGTH OF ALL STORM DRAINAGE PIPE. CROSS SLOPES SHALL BE MAINTAINED AS SHOWN. 11. SPEED LIMIT POSTING TO BE DETERMINED BY VDOT PRIOR TO ROAD ACCEPTANCE. 12. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). 13. PAVED OR RIP -RAP LINED DITCH MAY BE REQUIRED TO STABILIZE A DRAINAGE CHANNEL, WHEN IN THE OPINION OF VDOT, THE DIRECTOR OF ENGINEERING OR HIS DESIGNEE, IT IS DEEMED NECESSARY. 14. BENCHMARK =IRON SET ON HILL TOP ELEVATION = 637.60 DATUM ASSUMED 15. STANDARD CD -1 OR CD -2 UNDERDRAIN IS REQUIRED AT ALL CUT AND FILL TRANSITIONS AND GRADE SAG POINTS. 16. ALL UNDERDRAINS AND CROSS DRAINS SHALL BE INSTALLED AS DIRECTED DURING FIELD INSPECTIONS THROUGHOUT THE CONSTRUCTION PERIOD. DOUBLE COMPONENT 2 1/2' HDPE(WATERLINE) GRAVITY TO IRRIGATION PUMP O BOWIE GRIDLEY ARCHITECTS, P.L.L.C. 1010 WSCONSIN AVE, N.W. SUITE . 400 WASHINGTON, D.C. 20007 TEL (202) 337 -0888 FAX (202) 337 -2626 FGIDECKNERNGINEERING SURVEYING INC. ENGINEERS - SURVEYORS PLANNERS - 508 DALE AVENUE, SUITE A CHARLOTTESVILLE, VA. 22903 Tel. 434 - 971 -1591 Fax. 434 - 293 -7612 Copyright Q N 1 Schematic Design Submission 4/4/08 2 PRELIMINARY SITE PLAN TO CO.9/29/08 3 100% DD SUBMISSION 10/17/08 St. Anne's - Belfield Lower Diddle School Foulconer Rood Chorlottesville Virginia 6GA 07020 STATE ROAD AND COUNTY CONSTRUCTION NOTES CISTERN DETAILS JOB. N0. 07- 029 -00 cootDWG. NAME 07029SP5.DWG SCALE 1 " =20' BOWIE GRIDLEY ARCHITECTS, P.L.L.C. 1010 WSCONSIN AVE, N.W. SUITE 400 WASHINGTON, D.C. 20007 TEL (202) 337 -0888 FAX 202 337 -2626 GLOECKM ENGINEERING SURVEYING INC. ENONEERS - SURVEYORS PLANNERS - 508 DALE AVENUE, SUITE A CHARLOTTESVILLE, VA. 22903 Tel. 434 - 971 -1591 Fax. 434 - 293 -7612 Copyright No.Issue - Revision Date 1 Schematic Design Submission 4/4/08 2 Schematic Design REVISED 5/19/0 3 ADDED CROSS -SECT. LINES 6/4/08 4 MOVED 20' BUFFER /PARKING/6/6/08 AND PLAYFlELDS SLIGHTLY 5 ADDED CRITICAL SLOPE STUDY 7/21/0 6 PROGRESS PRINT NTG 8/27 8/25/08 7 66% DD PROGRESS SET 9/5/08 8 SITE PLAN SUBMITTAL 9/29/0 9 100% DD SUBMISSION 10/17/0 St. Anne's — Belfield lower Diddle School Faulconer Rood Charlottesville, Virginia 6GA 07020 SITE PLAN SHOWING CRITICAL SLOPES JOB. NO. 07- 029 -00 DWG. NAME 07029SP2.DWG CO*3 SCALE 1"=60' LEGEND ;, w DEL l tt 1 / 0 I, f 1 / \ ST. ANNES- BELFIELDUCSIC ! S I l R, c \C D. \ 4A- 1EEAF / l LIMITS OF GRADING ` 71 N o I / SITEL 6e SCOPE -- \ `. 2 . LI ON MAGNETICALSOEX'TSNT l , e g7 P5 G OF 110 \ \ 1 7 I I / ) MERIDIAN001 P D 21 SIL TRAP 1 / r 0 30 60 120 Tp L O T IVy c MP _ I ! - I i ril s NU 4 . f iER t 1 / 7IN 1 I / / SCALE IN FEETUN/ D FILTER DIKE oFD . Q Y S2V1RsTONEF DIF ,, F E .--- - 2P0 A6 fE > 6 t . ' ,. ' 1 I 6.0 1 R. .P. >v J } ' I DIQ:NT R FTEIORARYSEDI I I N/ (/ ..__.,,.. , U' L115 2 - ER 0 FkTRAPN2 - _ t 1 N O _ _ _ 8. {27 OF VI CII ATI6ETII _. 1 R F 234 _ . BWIRESUPPORTED _ _ 7 E I 07TFENCE —x —X _ X ,. r 6TgC -``- -T -; - -- .- o Z N 5 p 5 UNp p E 1 q E kE0• FR ATIO S Cj1N20REAR _S , ;--- --- --- -- - E R 6 Pg q lA M A Y + 0. lET 0 Cg4 1TY 0 F(42" N M 1 _ 0 r, .. AR „ M ITE - 0CTREESILTFENCESX % X a_ .> I -- •_.._. ``_,.. ____. SAC T A D E.LOCA D A PH Ja- C. REI z PSAFETYFENCE e c E K Ail DRAINAGE DIVIDE t - RFA n , i + X 80.0 00 S - - / T ISTI X Q. F1 Vii,- (T.ld of 1 } PR N o J e. - \ / I AND SCE /EL - .._..-- ~•''',/ iti CTO I E . -; .tc• \ , RF``7EMAU }. _ --- / ..- V.B• , - , - - - ---_.. OUTLET PROTECTION OP r ` F ) n _-8• / / Fd J j ON \ A R / ! _/ _— r' d / Q P IN MA - s ' f f $ 4 t SANITAAVfP.V.C. PUBS1111:cuLVERT INLET S PROTECTION 1 z Q oo TI b 6' f } /// h O • 0 / s . 01 PRE— r r - -- Q Q' H00 N DIVERSION DYKE TEI[PORARY I ` ,_._ -- — — •--_.. v f / ' ' Q \ ;.. LDD ^' 1 / Q G Q' ; (TO REMAIN) STORY DRAIN THIS INSTALLATION ! DYLET PROTECTION IS CRITICAL !!! \ 1 \ } I •\ / ` f ( / , 1 DUST CONTROL DC EXISTING DI -7DC _O TOP- 595.57 TOP30 N ,- . 1G• P`' rI _ II.IIdG i f INV. OUT- 587.37 Y ? •,1 O G !. Y SEEDING ..s \ //PST 5 HOSETO & PS & 1 WATER TAP WITHMULCHING 1.O O DIAMETER IS REQUIRED AT THE l1 m RO TEMPORARY 1 ( I loSTONEWASHRACKLOCATIONEXISTING . E E \ CE S XIST1 o sTCONSTRUCTIONENTRANCEPAVEMENTISTOBECUTTO , OFTB NANDBECOMEF! 112X70DIMENSION ' T EL - CONSTRUCTION ROAD TH PA D CONSTRUCTION ENTRANCE. . 'I EMAI ' ; s Q \ / sTAHUazATION R E VE 1 IdE. ETB G N , s / ,./ V 8 / 1 I ' I e \ TO & PS & CHECK DAYSROCK LEO ,RE4 TYPICAL SOIL TYPE Tb WN a , \` 1o\* , , _ •. ..sue' \1FO1TREEPROTECTIONTPTP ` I M.H. °y1 , 1 I ' TW i •O 1 A 10 1 RT I STRAW HALE HARRIER TB RT TA T ,1 1 11L111 J I o c1,1 1 \ LEVEL SPREADER LS g WI1IaIl I SOIL EROSION AND SEDIMENT CONTROL SYMBOLS CD = CHECK DAM -ICE = CONSTRUCTION ENTRANCE r--- p / CRS= CONSTRUCTION ROAD STABILIZATION /h DC = DUST CONTROL DD = DIVERSION DIKE rDV = DIVERSION 1 1 1 IP _INLET PROTECTION 1 I MU MULCH aI OP = OUTLET PROTECTION PS PERMANENT SEEDING \ SC = STREAM CROSSING \ \` -' N ; SB = SEDIMENT BASIN \ ` SF = SILT FENCE _ - -- -- - ---- ST = SEDIMENT TRAP - -,,- TO = TOPSOIL \ - w TS = TEMPORARY SEEDING 0 TMP HUN 4 UNI ,,A p, W I TYT8. D 'e• /587 3 INhi%,. E TAZONE, pyq . -P• 69 A176N f N RY EXISTING BASETpR FIELDEMAIN) Stein O 6S 0 m iW ' ' l r \ /t Sp ACE GENERAL EROSION AND SEDIMENT CONTROL NOTES SIGN AND SEDIMENT CONTROL PRACTICES ~ - `~ `` ---`" ----- -- m It rAmow vP AST SIDE OF SIR 55 (TYP.)WA A MA X 75 LO s Y I ri'/ ' •lam ., , 4 v t / I T D DD / 0 ' 2 r' r L JFF O J0 vyip -u- OOQ P 1. UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL ERO v BENCHMARK IRO EWILLBECONSTRUCTEDANDMAINTAINEDACCORDINGTOMINIMUMSTANDARDSANDSPECIFICATIONSOFTHE -- 1 3 B C NAIL M 1`VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULATIONS VR 625 -02 -00 EROSION --- -- _ 103.41' --'" ELEVKfI = 37.6 AND SEDIMENT CONTROL REGULATIONS. ~ r '` ---- ON AND GRADIZ2. THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO THE PRE - CONSTRUCTION CONFERENCE, ------------------- "------------------ 26,5 -- o _ ONE WEEK PRIOR TO THE COMMENCEMENT OF LAND DISTURBING ACTIVITY, AND ONE WEEK PRIOR TO THE - FINAL INSPECTION. T3. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE FIRST STEP IN / A 60 - U `R Fq24 _ NI ULCCLEARING. /HUNTER OP YE , 0 4. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON THE SITE AT UN IT - " 0 --- ` --_ '" B 2>> F VIR R IA E ESDe • QE 'SR -- -/ 3 Fp Tq \ ALL M l 271 P VIRGINIA llFE ESTgg ` 25 \ 5. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE PLANS I / B• 8 5 325 __ OUND ..-- -- INCLUDING, BUT NOT LIMITED TO, OFF -SITE BORROW OR WASTE AREAS), THE CONTRACTOR SHALL SUBMIT ' N RA ''69 A 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 l TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE PLAN APPROVING AUTHORITY. 7. ALL DISTURBING 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. /JJl IN 8. DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED FILTERING DEVICE. 1 9. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND AFTER EACH RUNOFF- PRODUCING RAINFALL EVENT. ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE r EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY. 10. THIS PLAN IS PROVIDED FOR THE IMPLEMENTATION OF EROSION AND SEDIMENT CONTROL MEASURES ONLY. SF ' _ "ED RA I DATIpN 10 36 ,- \ O 0 lool z r I J PARKING SUMMARY TOTAL REGULAR + HANDICAP SPACES PROVIDED: 309 32.46 / REGULAR HANDICAP 0.38 / EXISTTNG: 221 8X15IIN DI - 7 EXISTING TO BE REMOVED: 45 1 TYPE I / SUBTOTAL EXISTING TO REMAIN: 176 7GRA / NEW PROPOSED SPACES: 118 8 INV 0 T 63d. TOTAL SPACES PROVIDED: 294 15 D C 62 / NOTES I ING TE PH N LINE T BE CCED 1. A BUFFER WILL BE REQUIRED ALONG THE PROPOSED FIELDS THAT ARE ADJACENT TO THE SOUTHERN AND SOUTHEASTERN SPOUNDARIES. 2 MINIMUM 20' DEEP BUFFER AT PARKING AREA SUBJECT TO ARB APPROVAL. 3. THE NEW PLAYING FIELDS WILL BE UNLIGHTED. 8 4, MINIMUM 20' DEEP BUFFER AT PLAYING FIELDS AREA SUBJECT TO ARB APPROVAL.oA O , 5, LANDSCAPING MAY BE REQUIRED TO BE IN EXCESS OF THE MINIMUM G4 'OF ARB REQUIREMENTS. 6. AROWOF A 1/2 CALIPER WILL BE PROVIDED ALONG THE o EAST S OF T RELOCATED STATE ROE TREES 7. ALL BUILDINGS WILL NOT EXCEED THE MAXIMUM 35' IN HEIGHT. V r r GLOECKNER ENGINEERING SURVEYING, INC. BELFIELD SCHOOL NOTES: P R OJ . NO. 2512131 DTM FILE USED TO GENERATE CONTOURS. HATCHED AREAS NOT MAPPED DUE TO CONTOUR INTERVAL 1 & 2 FT- VERY DENSE VEGETATION. HATCHED AREAS MAPPED CONTAIN VERY DENSE VEGETATION AND SHOULD BE FIELD CHECKED. DASHED AREAS MAY NOT MEET LOUISA AERIAL SURVEYS, INC. NATIONAL MAP ACCURACY STANDARDS. P.O. BOX 430 MINERAL, VA. 23117 DATE OF PHOTOGRAPHY: 11/28/07 540) 967 -1499 DATE OF COMPILATION: 12/06/07 BOWIE GRIDLEY ARCHITECTS, P.L.L.C. 1010 WISCONSIN AVE, N.W. SUITE 400 WASHINGTON, D.C. 20007 TEL (202) 337 -0888 FAX 202 337 -2626 GLOECKNER ENGINEERING IS UR YING INC. ENGINEERS — SURVEYORS PLANNERS — 508 DALE AVENUE, SUITE A CHARLOTTESVILLE, VA. 22903 Tel. 434 - 971 - 1591 Fax. 434 - 293 -7612 Copyright (C) No.Issue - Revision Date 1 Schematic Design Submission 4/4/08 2 Schematic Design REVISED 5/19/0 3 ADDED CROSS -SECT. LINES 6/4/08 4 MOVED 20' BUFFER /PARKING/6/6/08 AND PLAYFIELDS SLIGHTLY 5 ADDED CRITICAL SLOPE STUDY 7/21/0 6 PROGRESS PRINT MTG 8/27 8/25/08 7 66% DD PROGRESS SET 9/5/08 8 SITE PLAN SUBMITTAL 9/29/0 9 EROSION CONTROL SUBMITTAL 9/29/0 4 100% DD SUBMISSION 10/17/0 St. Anne's — Belfield Lower Middle School Faulconer Road Charlottesville, Virginia BGA 07020 EROSION AND SEDIMENT CONTROL PLAN JOB. NO. 07- 029 -00 CO*4DWG. NAME - 07029SP2.DWG SCALE 1 " =60' MINIMUM STANDARDS: AN EROSION AND SEDIMENT CONTROL PROGRAM ADOPTED BY A DISTRICT OR LOCALITY SHALL CONTAIN REGULATIONS THAT ARE CONSISTENT WITH THE FOLLOWING CRITERIA, TECHNIQUES AND METHODS: 1. PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO DENUDED AREAS WITHIN SEVEN DAYS AFTER FINAL GRADE IS REACHED ON ANY PORTION OF THE SITE. TEMPORARY SOIL STABILIZATION SHALL BE APPLIED WITHIN SEVEN DAYS TO DENUDED AREAS THAT MAY NOT BE AT FINAL GRADE BUT WILL REMAIN DORMANT (UNDISTURBED) FOR LONGER THAN 30 DAYS. PERMANENT STABILIZATION SHALL BE APPLIED TO AREAS THAT ARE TO BE LEFT DORMANT FOR MORE THAN ONE YEAR. COMMENTS: SEEDING SPECIFIED IN NARRATI 2. DURING CONSTRUCTION OF THE PROJECT, SOIL STOCKPILES SHALL BE STABILIZED OR PROTECTED WITH SEDIMENT TRAPPING MEASURES. THE APPLICANT IS RESPONSIBLE FOR THE TEMPORARY PROTECTION AND PERMANENT STABILIZATION OF ALL SOIL STOCKPILES ON SITE AS WELL AS SOIL INTENTIONALLY TRANSPORTED FROM THE PROJECT SITE. COMMENTS: STOCKPILE AREA SHOWN WITH EROSION CONTROL MEASURES. 3. A PERMANENT VEGETATIVE COVER SHALL BE ESTABLISHED ON DENUDED AREAS NOT OTHERWISE PERMANENTLY STABILIZED. PERMANENT VEGETATION SHALL NOT BE CONSIDERED ESTABLISHED UNTIL A GROUND COVER IS ACHIEVED THAT, IN THE OPINION OF THE LOCAL PROGRAM ADMINISTRATOR OR HIS DESIGNATED AGENT, IS UNIFORM, MATURE ENOUGH TO SURVIVE AND WILL INHIBIT EROSION. COMMENTS: - SEEDING AS DIRECTED, 4. SEDIMENT BASINS AND TRAPS, PERIMETER DIKES, SEDIMENT BARRIERS AND OTHER MEASURES INTENDED TO TRAP SEDIMENT SHALL BE CONSTRUCTED AS A FIRST STEP IN ANY LAND - DISTURBING ACTIVITY AND SHALL BE MADE FUNCTIONAL BEFORE UPSLOPE LAND DISTURBANCE TAKES PLACE. COMMENTS: SPECIFIED. 5. STABILIZATION MEASURES SHALL BE APPLIED TO EARTHEN STRUCTURES SUCH AS DAMS, DIKES AND DIVERSIONS IMMEDIATELY AFTER INSTALLATION. COMMENTS: AS DIRECTED. 6. SURFACE RUNOFF FROM DISTURBED AREAS THAT IS COMPRISED OF FLOW FROM DRAINAGE AREAS GREATER THAN OR EQUAL TO THREE ACRES SHALL BE CONTROLLED BY A SEDIMENT BASIN. THE SEDIMENT BASIN SHALL BE DESIGNED AND CONSTRUCTED TO ACCOMMODATE THE ANTICIPATED SEDIMENT LOADING FROM THE LAND - DISTURBING ACTIVITY. THE OUTFALL DEVICE OR SYSTEM DESIGN SHALL TAKE INTO ACCOUNT THE TOTAL DRAINAGE AREA FLOWING THROUGH THE DISTURBED AREA TO BE SERVED BY THE BASIN. COMMENTS: NOT APPLICABLE 7. CUT AND FILL SLOPES SHALL BE DESIGNED AND CONSTRUCTED IN A MANNER THAT WILL MINIMIZE EROSION. SLOPES THAT ARE FOUND TO BE ERODING EXCESSIVELY WITHIN ONE YEAR OF PERMANENT STABILIZATION SHALL BE PROVIDED WITH ADDITIONAL SLOPE STABILIZING MEASURES UNTIL THE PROBLEM IS CORRECTED. COMMENTS: DONE PER PLANS. 8. CONCENTRATED RUNOFF SHALL NOT FLOW DOWN CUT OR FILL SLOPES UNLESS CONTAINED WITHIN AN ADEQUATE TEMPORARY OR PERMANENT CHANNEL, FLUME OR SLOPE DRAIN STRUCTURE. COMMENTS: CONDITION DOES NOT EXIST. 9. WHENEVER WATER SEEPS FROM A SLOPE FACE, ADEQUATE DRAINAGE OR OTHER PROTECTION SHALL BE PROVIDED. COMMENTS: CONTRACTOR TO PROVIDE PROTECTION AS NEEDED. 10. ALL STORM SEWER INLETS THAT ARE MADE OPERABLE DURING CONSTRUCTION SHALL BE PROTECTED SO THAT SEDIMENT -LADEN WATER CANNOT ENTER THE CONVEYANCE SYSTEM WITHOUT FIRST BEING FILTERED OR OTHERWISE TREATED TO REMOVE SEDIMENT. COMMENTS: CONTRACTOR WILL PROVIDE PTOTECTION AS SHOWN, SEE E &S NARRATIVE 11. BEFORE NEWLY CONSTRUCTED STORMWATER CONVEYANCE CHANNELS ARE MADE OPERATIONAL, ADEQUATE OUTLET PROTECTION AND ANY REQUIRED TEMPORARY OR PERMANENT CHANNEL LINING SHALL BE INSTALLED IN BOTH THE CONVEYANCE CHANNEL AND RECEIVING CHANNEL. COMMENTS: A SHOWN. 12. WHEN WORK IN A LIVE WATERCOURSE IS PERFORMED,N/A PRECAUTIONS SHALL BE TAKEN TO MINIMIZE ENCROACHMENT, CONTROL SEDIMENT TRANSPORT AND STABILIZE THE WORK AREA TO THE GREATEST EXTENT POSSIBLE DURING CONSTRUCTION. NON- ERODIBLE MATERIAL SHALL BE USED FOR THE CONSTRUCTION OF CAUSEWAYS AND COFFERDAMS. EARTHEN FILL MAY BE USED FOR THESE STRUCTURES IF ARMORED BY NON - ERODIBLE COVER MATERIALS. COMMENTS: 13. WHEN A LIVE WATERCOURSE MUST BE CROSSED BY CONSTRUCTION N/A VEHICLES MORE THAN TWICE IN SIX -MONTH PERIOD, A TEMPORARY STREAM CROSSING CONSTRUCTED OF NON- ERODIBLE MATERIAL SHALL BE PROVIDED. COMMENTS: 14. ALL APPLICABLE FEDERAL, STATE AND LOCAL REGULATIONS N/A PERTAINING TO WORKING IN OR CROSSING LIVE WATERCOURSES SHALL BE MET. COMMENTS: 15. THE BED AND BANKS OF A WATERCOURSE SHALL BE STABILIZED N/A IMMEDIATELY AFTER WORK IN THE WATERCOURSE IS COMPLETED. COMMENTS: 16. UNDERGROUND UTILITY LINES SHALL BE INSTALLED IN ACCORDANCE WITH THE FOLLOWING STANDARDS IN ADDITION TO OTHER APPLICABLE CRITERIA A. NO MORE THAN 500 LINEAR FEET OF TRENCH MAY BE OPENED AT ONE TIME. B. EXCAVATED MATERIAL SHALL BE PLACED ON THE UPHILL SIDE OF TRENCHES. C. EFFLUENT FROM DEWATERING OPERATIONS SHALL BE FILTERED OR PASSED THROUGH AN APPROVED SEDIMENT TRAPPING DEVICE, OR BOTH, AND DISCHARGED IN A MANNER THAT DOES NOT ADVERSELY AFFECT FLOWING STREAMS OR OFF -SITE PROPERTY. D. RE- ESTABILIZATION SHALL BE ACCOMPLISHED IN ACCORDANCE WITH THESE REGULATIONS. E. APPLICABLE SAFETY REGULATIONS SHALL BE COMPLIED WITH. COMMENTS: CONTRACTOR WILL ABIDE BY THESE ATTEN11ON: NOTES AND COMMENTS PROVIDED HERE ARE A PART OF THE OVERALL EROSION CONTROL PLAN. 17. WHERE CONSTRUCTION VEHICLE ACCESS ROUTES INTERSECT PAVED PUBLIC ROAD, PROVISIONS SHALL BE MADE TO MINIMIZE THE TRANSPORT OF SEDIMENT BY VEHICULAR TRACKING ONTO THE PAVED SURFACE. WHERE SEDIMENT IS TRANSPORTED ONTO A PUBLIC ROAD SURFACE, THE ROAD SHALL BE CLEANED THOROUGHLY AT THE END OF EACH DAY. SEDIMENT SHALL BE REMOVED FROM ROADS BY SHOVELING OR SWEEPING AND TRANSPORTED TO A SEDIMENT CONTROL AREA. STREET WASHING SHALL BE ALLOWED ONLY AFTER SEDIMENT IS REMOVED IN THIS MANNER. THIS PROVISION SHALL APPLY TO INDIVIDUAL SUBDIVISION LOTS AS WELL AS TO LARGER LAND - DISTURBING ACTIVITIES. COMMENTS: CONTRA WILL CONSTRUCT CONSTRUCTION ENTRANCE FIRST AND PROVIDE WASH RACKS AS NEEDED. 18. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS AFTER FINAL SITE STABILIZATION OR AFTER THE TEMPORARY MEASURES ARE NO LONGER NEEDED, UNLESS OTHERWISE AUTHORIZED BY THE LOCAL PROGRAM ADMINISTRATOR. TRAPPED SEDIMENT AND THE DISTURBED SOIL AREAS RESULTING FROM THE DISPOSITION OF TEMPORARY MEASURES SHALL BE PERMANENTLY STABILIZED TO PREVENT FURTHER EROSION AND SEDIMENTATION. COMMENTS: CONTRACTOR SHALL ABIDE BY THIS COMMENT. 19. PROPERTIES AND WATERWAYS DOWNSTREAM FROM DEVELOPMENT SITES SHALL BE PROTECTED FROM SEDIMENT DEPOSITION, EROSION AND DAMAGE DUE TO INCREASES IN VOLUME, VELOCITY AND PEAK FLOW RATE OF STORMWATER RUNOFF FOR THE STATED FREQUENCY STORM OF 24 -HOUR DURATION IN ACCORDANCE WITH THE FOLLOWING STANDARDS AND CRITERIA: A. CONCENTRATED STORMWATER RUNOFF LEAVING A DEVELOPMENT SITE SHALL BE DISCHARGED DIRECTLY INTO AN ADEQUATE NATURAL OR MAN -MADE RECEIVING CHANNEL, PIPE OR STORM SEWER SYSTEM. FOR THOSE SITES WHERE RUNOFF IS DISCHARGED INTO A PIPE OR PIPE SYSTEM, DOWNSTREAM STABILITY ANALYSES AT THE OUTFALL OF THE PIPE OR PIPE SYSTEM SHALL BE PERFORMED. B. ADEQUACY OF ALL CHANNELS AND PIPES SHALL BE VERIFIED IN THE FOLLOWING MANNER: 1) THE APPLICANT SHALL DEMONSTRATE THAT THE TOTAL DRAINAGE AREA TO THE POINT OF ANALYSIS WITHIN THE CHANNEL IS ONE HUNDRED TIMES GREATER THAN THE CONTRIBUTING DRAINAGE AREA OF THE PROJECT IN QUESTIONS. 2) NATURAL CHANNELS SHALL BE ANALYZED BY THE USE OF A TWO -YEAR FREQUENCY STORM TO VERIFY THAT STORMWATER WILL NOT OVERTOP CHANNEL BANKS NOR CAUSE EROSION OF CHANNEL BED OR BANKS. 3) ALL PREVIOUSLY CONSTRUCTED MAN -MADE CHANNELS SHALL BE ANALYZED BY THE USE OF A TEN -YEAR FREQUENCY STORM TO VERIFY THAT STORMWATER WILL NOT OVERTOP ITS BANKS AND BY THE USE OF A TWO -YEAR STORM TO DEMONSTRATE THAT STORMWATER WILL NOT CAUSE EROSION OF CHANNEL BED OR BANKS. 4) PIPES AND STORM SEWER SYSTEMS SHALL BE ANALYZED BY THE USE OF A TEN -YEAR FREQUENCY STORM TO VERIFY THAT STORMWATER WILL BY CONTAINED WITHIN THE PIPE OR SYSTEM. C. IF EXISTING NATURAL RECEIVING CHANNELS OR PREVIOUSLY CONSTRUCTED MAN -MADE CHANNELS OR PIPES ARE NOT ADEQUATE, THE APPLICANT SHALL: 1) IMPROVE THE CHANNELS TO A CONDITION WHERE A TEN -YEAR FREQUENCY STORM WILL NOT OVERTOP THE BANKS AND A TWO -YEAR FREQUENCY STORM WILL NOT CAUSE EROSION TO THE CHANNEL BED OR BANKS; OR 2) IMPROVE THE PIPE OR PIPE SYSTEM TO A CONDITION WHERE THE TEN -YEAR FREQUENCY STORM IS CONTAINED WITHIN THE APPURTENANCES; OR 3) DEVELOP A SITE DESIGN THAT WILL NOT CAUSE THE PRE - DEVELOPMENT PEAK RUNOFF RATE FROM A TWO - YEAR STORM TO INCREASE WHEN RUNOFF OUTFALLS INTO A NATURAL CHANNEL OR WILL NOT CAUSE THE PRE - DEVELOPMENT PEAK RUNOFF RATE FROM A TEN - YEAR STORM TO INCREASE WHEN RUNOFF OUTFALLS INTO A MAN -MADE CHANNEL. 4) PROVIDE A COMBINATION OF CHANNEL IMPROVEMENT, STORMWATER DETENTION /RETENTION OR OTHER MEASURE WHICH IS SATISFACTORY TO THE PLAN APPROVING AUTHORITY TO PREVENT DOWNSTREAM EROSION. D. THE APPLICANT SHALL PROVIDE EVIDENCE OF PERMISSION TO MAKE THE IMPROVEMENTS. E. ALL HYDROLOGIC ANALYSES SHALL BE BASED ON THE EXISTING WATERSHED CHARACTERISTICS AND THE ULTIMATE DEVELOPMENT CONDITION OF THE SUBJECT PROJECT. F. IF THE APPLICANT CHOOSES AN OPTION THAT INCLUDES STORMWATER DETENTION /RETENTION, HE SHALL OBTAIN APPROVAL FROM THE LOCALITY OF A PLAN FOR MAINTENANCE OF THE DETENTION FACILITIES. THE PLAN SHALL SET FOR THE MAINTENANCE REQUIREMENTS OF THE FACILITY AND THE PERSON RESPONSIBLE FOR PERFORMING THE MAINTENANCE. G. INCREASE VOLUMES OF SHEET FLOWS THAT MAY CAUSE EROSION OR SEDIMENTATION ON ADJACENT PROPERTY SHALL BE DIVERTED TO A STABLE OUTLET, ADEQUATE CHANNEL OR DETENTION FACILITY. H. IN APPLYING THESE STORMWATER MANAGEMENT CRITERIA, INDIVIDUAL LOTS IN A RESIDENTIAL SUBDIVISION DEVELOPMENT SHALL NOT BE CONSIDERED TO BE SEPARATE DEVELOPMENT PROJECTS. INSTEAD, THE RESIDENTIAL SUBDIVISION DEVELOPMENT, AS A WHOLE, SHALL BE CONSIDERED TO BE A SINGLE DEVELOPMENT PROJECT. HYDROLOGIC PARAMETERS THAT REFLECT THE ULTIMATE SUBDIVISION DEVELOPMENT SHALL BE USED IN ALL ENGINEERING CALCULATIONS. I. PROPOSED COMMERCIAL OR INDUSTRIAL SUBDIVISIONS SHALL APPLY THESE STORMWATER MANAGEMENT CRITERIA TO THE DEVELOPMENT AS A WHOLE. HYDROLOGIC PARAMETERS THAT REFLECT THE ULTIMATE SUBDIVISION DEVELOPMENT SHALL BE USED IN ALL ENGINEERING CALCULATIONS. COMMENTS: DONE PER CALCULATIONS. SILT TRAP NO 1 TOP: WIDTH= 46.0' LENGTH= 76.0' BOTTOM: WIDTH =30.0' LENGTH =60.0' DEPTH =4.0' MINIMUM OUTLET LENGTH =15.0' SILT TRAP NO. 2 TOP: WIDTH= 41.0' LENGTH= 66.0' BOTTOM: WIDTH =25.0' LENGTH= 50.0' DEPTH =4.0' MINIMUM OUTLET LENGTH =13.0' CLASS I RIP -RAP SILT TRAP NO.3 TOP: WIDTH= 46.0' LENGTH= 76.0' BOTTOM: WIDTH =30.0' LENGTH= 60.0' DEPTH =4.0' MINIMUM OUTLET LENGTH =15.0' SILT TRAP #1 R MUG INC. MIMIMUM OUTLET LENGTH= 6 X DRAINAGE AREA ACREAGE= 6 X 2.48 = 15 FT. SILT TRAP #2 Issue - Revision MIMIMUM OUTLET LENGTH= 6 X DRAINAGE AREA ACREAGE= 6 X 2.07 = 13 FT. SILT TRAP #3 6/4/08 MIMIMUM OUTLET LENGTH= 6 X DRAINAGE AREA ACREAGE= 6 X 2.47 = 15 FT. DIVERSION DIKE Ogo ° ogo COARSE AGGREGATE FILTER CLOTH EXCAVATED AREA COARSE AGGREGATE SHALL BE VDOT #3, #357 OR #5 TEMPORARY SEDIMENT TRAP OUTLET (PERSPECTIVE VIEW) N.T.S. 4' 1.5' ORIGINAL GROUND 2.5' ELEVATION O O DRY o° 9O 0 c67CU. YD. /ACRE go $ 0 O • 3 ,1.67' N MAX 1 0 g (()O 2 WET 67 CU. YD. /ACRE 2.33' FILTER CLOTH EXCAVATED) COARSE AGGREGATE TEMPORARY SEDIMENT TRAP CROSS SECTION OF OUTLET N.T.S. ORIGINAL GROUND ELEVATION CLASS I RIPRAP BOWIE GRIDLEY ARCHITECTS, P.L.L.C. 1010 WSCONSIN AVE, N.W. SUITE 400 WASHINGTON, D.C. 20007 TEL (202) 337 -0888 FAX (202) 337 -2626 LOECM OMRINGFE R MUG INC. ENGINEERS - SURVEYORS PLANNERS - 508 DALE AVENUE, SUITE A CHARLOTTESVILLE, VA. 22903 Tel. 434 - 971 -1591 Fax. 434 - 293 -7612 Copyright No.Issue - Revision Date 1 Schematic Design Submission 4/4/08 2 Schematic Design REVISED 5/19/08 3 ADDED CROSS -SECT, LINES 6/4/08 4 MOVED 20' BUFFER PARKING 6/6/08 AND PLAYFIELDS SLIGHTLY 5 ADDED CRITICAL SLOPE STUDY 7/21/08 g 1 PROGRESS PRINT MTG 8/27 8/25/08 7 66% DD PROGRESS SET 9/5/08 8 SITE PLAN SUBMITTAL 9/29/08 9 EROSION CONTROL SUBMfRAL 9/29/08 10 1 100% DD SUBMISSION 10/1 7/O St. Anne's - 6elfield lower diddle S6001 Foulconer Road Charlottesville, Virginia BGA 07020 EROSION AND SEDIMENT CONTROL PLAN JOB. NO. 07- 029 -00 5DWG. NAME 07029SP2.DWG SCALE 1 " =60' i BOWIE GRIDLEY ARCHITECTS, P.L.L.C. 1010 WISCONSIN AVE, N.W. SUITE 400 WASHINGTON, D.C. 20007 TEL (202) 337 -0888 FAX (202) 337 -2626 G ENGINEERING SURVEYING INC. ENGINEERS - SURVEYORS PLANNERS - 508 DALE AVENUE, SUITE A CHARLOTTESVILLE, VA. 22903 8 Tel. 434 - 971 -1591 Fax. 434 - 293 -7612 Copyright No .Issue — Revision Datee 1 Schematic Design Submission 4/4/08 2 PROGRESS PRINT 8/25/08 3 66% DD PROGRESS SET 9/5/08 4k PREUMINARY SITE PLAN TO CO.9/29/08 5 100% DD SUBMISSION 10/ 17/08 SL Anne's — Belfield Lower / Middle School Foulconer Road Charlottesville, Virginia BGA 07020 MIDDLE SCHOOL ACCESS ROAD i PLAN AND PROFILE iB. N0. 07- 029 -00 VG. NAME 07029SP5.DWG C 10 i ALE i 1 " =20' BOWIE GRIDLEY ARCHITECTS, P.L.L.C. 1010 WISCONSIN AVE, N.W. SUITE 400 WASHINGTON, D.C. 20007 TEL (202) 337 -0888 CAV MAnI 227_I)COC GLOECKNER ENGINEERING SURVEYING INC. ENGINEERS - SURVEYORS PLANNERS - 508 DALE AVENUE, SUITE A CHARLOTTESVILLE, VA. 22903 Tel. 434 - 971 -1591 Fax. 434 - 293 -7612 RECONSTRUCT ENTIRE ROAD TO WIDENING AND) OVERLAY SECTION HIGH POINT S A = 12 +85.17 00 oPVIELEV640.00 A.D. =3.78 cfl Y W Q W to Q M O t7 +M j U to co to N GRADE W (n U V) W z U v w w m m m OVERLAY AND WIDENING SEC ON 1.56% 2.22% EXISTING GRADE d tD CO cO N M M MLoN to 00 00 tD c n,a) O co d Lo tomcljM cot6M ri co M C6 M 06 MM 00 MjMto> n M cfl M to cfl M M cfl to M 0co V1 co t0 co to M CocoK) CO CO co ca cfl co tp O tD 15 00 16 00 16+ 3 BOLLARDS 3 BOLLARDS p co MAGNETIC MERIDIAN 0 10 20 40 8 co Q0 48. ooR,s O,"o0Deltat-215'23'27" O 0 1 ' SCALE IN FEET / TaPM 5Q,44 © D/`378 U , °'18 .09' i f f f NOTE:Yl SEE SHEET E02 FOR ' LIGHTING PLAN D R£ \ s Rq /Np T £D - a / \ y GIDECKNER yp /Cq H G4 i 2 ii _ SC h'/ q T/ S e -G ° X39 ,a R =42 :00 "gR£Cl £N D£T /c " '°Aqs £ \ ENGINEERING o LP NTO T£R Ty/ /5• e28' o' ' rD17 l p %Delta= \ \ Tan -9 .19 0 s NT \ i SURVEYING INC.B o A D ro• v p ii -S S Rpp ,2 NOTE: `O o y0 / a' GG .5• ALL PARKING SPACES WILL BE / O ENGINEERSEERS - SURVEY+ORSCP \PAINT STRIPED ACCORDING TO 3 \ ' THE PATTERNS AS TYPICALLY P /Cq ~^` -` .. GO'" 2 ` . 6gt l \ \ / \ - PLANNERS ODIMENSIONEDANDSHOWN. u' o, q /NT S yqh / \ C 2 0 _.__._ -_ -_ __. l TRIp£DyC,gp ' T 6 80'• GG 508 DALE AVENUE, SUITE Apq90 ,Sp yp/ 8 \ nn 7 ! o qC Rk / ` 14 / P o p \ CHARLOTTESVILLE, VA. 22903 o ,h' £S 4CCSp4C HT o qC£ \ Tel. 434 - 971 -1591 c` ` cq \y T A Fax. 434 - 293 -7612 GG p \wpb oc P GG o 648 4 pR0pOS£ I -p x - K O f IIII(x/vo 90,iG•2 a O°`. o. Spq £S qR£q pgCF i p•4/ A4 P P L =5 19 ta TRIPE qG S 'Delta 1'0 4 _ - ,ry O I o. G << Spg \ Tan 8.33 Q ' F / I C£ MINIMUM - G 7 pR \ O S \ (P _ M 20.0 DEEP 9 qC , yFti 00 o ? ' ` Spq BETWE Op Sp o o cORD LANDSCAP 1 0. \ \ _ PROp UFFER F rn o 0 n S 1 rn GloORR£C y , \ A ED FIELDGtiNoQ R w li N S q / , yC ' GG , \ \ ROAD SUBSUBJECT Typ / C £ HOC cLgS i A s \ GG2 _ \ BARB APPROVAL 04 v O C p o u o iii . /6S ® qC p /O q \ 4l 3 • OR R£Cy 4 LP T • ,- 65C_.__ _._._. ; o c,, - - ONE 1NAY ONLY SIGN o S4 . 40 Sp QCq o 6 £T LP - a " C OP T /ONpegs£ Torq w 8 \ 2 ` \q / yS RN OF X28 / DI GG 2 2 S 4 6,>, gl. o •. P _ . 3 o GG £T SPgC£S o5 / e ' LP 0 \ v J 4 . .97 / 6 ° s o. p el .,. ,Z 'S c` \ •, Ton - / \ cA ` .2 O' GROU Q _ - -_0 PAIII 00 01 4 K ` --- `"_..- i - NE .\ rY C,G2 _'.1 Z Z Z. 25 0 15 0' SID S t rVq \ ;? - R Z m ,of - 1.01 15. SfII r3f SE ONE WAY ONLY SIGN PED . T ONE WAY NO ENTRANCE SIG MINMU (SEE SHEET0g0p _.E-- M 20.0' DEEP C2.1 FOR g t - 129 16' o rn 1 _ KING ARP4 ® - -\ PqR - 6+ f. - -__ __ AND _ BR p,TE o OQONEWA _Y -N IGN - - - _ - 9 , •E _ _ SIG GH _L..,. _.o -Q ..t ELEC41,9 v _ -..., NWU 35 w W 5A - ____ _ _ f _ _. -._ 135 • ':.` n ,..... -- _..... NE UG ELEC N46- 34'26 .. v v= w _ -- l ` _ S ATEMNT cv ` CENTERLINE C ._. .._ p ' ._._.- --- -''17 _ -No co L=117. 29 - .........CE "(- 1oN rC R= 816.00 L= 134.22 G' O`\ - ` __ _ N _-- -- pR R= 533.00 OJE T P4____ - -- -- ---- Delta =0 _ ._ Tan =58.75 elto= 14'25'42"FAULCpN - - --r ER DRIVE Tan =67.47 --- _._...... ESTAY ROUTE 855) IF y CENTERLINE CURVE DATA • L 59 95 tR500 .00 D = '52' 12" Tan -30.01 720 710 700 690 680 670 660 650 640 630 DATUM ELEV 620.00 16 +50.00 17 +00 18 +00 IVtuu "" "" 11' - mot 11' ALL PROPOSED PAVEMENT WIDENING MUST BE LOWER SCHOOL ACCESS ROAD (A PORTION OF STATIE ROUTE 855) 10' 10' IN ACCORDDANCE WITH VDOT ST'D WI HORIZONTAL SCALE: 1"= 50.0' 1 „ PS i VERTICAL SCALE: 1"=20.0' 8" PORTLAND CEMENT RECYCLED65 #Y SM -2A 165#PSY SM -2A ENTIRE WIDENED CROSS - SECTION WILL BE WIDENING WILL MATCH ( NEW ) (EXISTING) OVERLAID WITH 1.5" OF ASPHALT PAVEMENT (SM -2A) oo GLASS AGGREGATE CONCRETE EXISTING SURFACE STATE ROAD (NEW) M - 1 0 6" X 6" WELDED WIRE MESH W2.1 X W2.1 BASE AND SUB -BASE - ; 1/4 « :1 1/4 ":1' -- CO REINFORCEMENT FABRIC 3 1 „:1 :. «.. ,, .,•• •.: •.+ z•.••••.r ' °i•:. .,,• • ;•;.,:.•r.,:; 1 ,, 1 „ 1, FILTER FABRIC UNDER SLAB 12 RECYCLED GLASS BASE 3 TYPICAL 5' CONCRETE SIDEWALK 4" SLAB BASE = #57 STONE AGGR. EQUIVALENT (LEEDS) FILL 8 6"#21/21A CUT WITH4" MIN. STONE BASE(TYPE 21 -A) ON TOP OF GEOTECH 4' AGGR. BASE AGGR. BASE SUB -BASE 4' 3 ' FILTER FABRIC WITH COVERED WITH COVERED MIN. CBR =10 ''"" ` 5' -0" 6 "X 6" WELDED WIRE MESH PRIME COAT PRIME COAT STATE ROAD -HALF SECTION PRIVATE DRIVE -HALF SECTION 6" AGG. BASE(TYPE 21A) SUBGRADE =CBR MIN. 10(95% COMPACTION) NOTE: ST. ANNES- BELFIELD INTERNAL ROAD CROSS - SECTION ALL SIDEWALKS ARE TO HAVE A MINIMUM OF STATE ROAD WIDENING /OVERLAY IMPROVEMENT 4" STONE BASE, 4" THICKNESS OF 3000 PSI R117T1T/V A T crTT1Z,TTA T V cL rmTnAr CONCRETE AT 28 DA4Y STRENGTH. LOWER SCHOOL ACCESS ROAD TYPICAL CROSS - SECTION N.T.S. N.T.S. 720 710 700 690 680 670 660 650 640 630 DATUM ELEV 620.00 10 I NOTE: CG -2 = STANDARD V.D.O.T. CONCRETE CURB 12' i 18' 6 " C EXISTING SIDEWALK AISLE PARKING BAY (TYPICAL) EXISTING GROUND SLOPIE TO GRADING PLAN L- ACCESS HOLE FOR 6" SB -1 PIPE= 18" BELOW BOTTOM OF D.I. THROAT 6" DIA. SB -1 HDPE SOCK SLEEVED PIPE PIPE CONNECTED TO DROP INLETS AS SHOWN ABOVE SUB -BASE MIN. CBR =10 ST. ANNES- BELFIELD PERVIOUS PARKING LOT TYPICAL HALF- SECTION N.T.S. Copyright Q No.Issue - Revision Date 1 Schematic Design Submission 4/4/08 2 PROGRESS PRINT 8/25/08 3 66% DD PROGRESS SET 9/5/08 4 PRELIMINARY SITE PLAN TO CO.9/29/08 5 100% DD SUBMISSION 10/17/08 St, Anne's - Bel field lower Diddle School Foulconer Rood Chorlot teSvi Virginia 8GA 07020 LOWER SCHOOL ACCESS ROAD AND STATE ROAD PLAN AND PROFILE 10B. NO. 07- 029 -00 DWG. NAME 07029SP5.DWG C t * 3 SCALE 1 " =20' r END ROVEME, TE Rb AD OAR 1MP gE G1 NN; P VA OF R 0 E \ I EGA_ PORT ;, \0 E 1 ' \ ov MAGNETIC ;\ iPR O EM N MERIDIAN `\ ! 1PIlP G NEED o D 3 ' PROPOSED PLAYING FIELD 0 10 20 40 ATC E S NEE1 aA0 ,' ELEV.= 656.00 NE s oNNt ( , !. SCALE IN FEET o TA 0 22\ o ( ,' ,,_ SLOPING TO 654.00 0 t t 1 p . a o G O ' r o , \ ti - _ Z \\ Rot + r• _ _ e S AO t 'Sp NOTE:CENTERLINE CURVE DATA \, n\o L= 206.31 \ 1 WATERLINE IS TO BE LOWERED IN THESE ARE ! ! _ 5 AS r Delta = R=15 _ - -- _ - \ \ R 2 0 0 \ ° r q t q p 1 78F s Delta =2723 02 '__1 R A 6 Tan= 123.22 =4 1 x 6 ST ©J4812 C RO ETan8.73l /0 14.0 . 0 r t , r. r r , 1 1 N ;. / ' -_. - . ---.__ \ a P' Pi •\ - ti r , N / o Vii GUARD R IL o N5 57 /RcAc` 1 ; l , , is .A \ l ' _ ---- ._..__ -. _.. `, ` \ •\ \ ` \ \ N' 1 SE - (BACK P: 1 EAR l S \ \ `• i j I Y R ANA \ r 215 j i '' ., .,, \ \ '. \ } r`'.`, \ \ `~`•.,- \\ ` \. \ `' ,,' + \\ \'` `; ,. '' { 158 • / 2' j .' - / ^` - ,., \ \ \ ` \ \\ "`. \ ' ,• ''. \\ \ , `1 , rn t \ \ ' Yom. \ ` 0' 91 ( c _ '` -\ • . ., ` \` I I , ` \ \ \ \ 1 4 , j j 1 ! ..rte ''• •,•.. • \ \ `' `1 \ \ 1 1 , i J JJ ' ,• , PVI STA = 22 +75 720 710 700 690 680 670 660 650 640 630 DATUM ELEV 620.00 U) It co 23 +0022 +00 3 1OX12" (P.T.) RAILS DIAGONAL o PATTERN 6" X 5/8" 3"X12" (P.T.) GALVANIZED RAILS TO BE LAG BOLTS AS SH POSTS ff 28 (3 BOLTS PER RAIL) 16's GROUN GROUND 8 "X8" (P.T.) POST 4.0 NOTES: 1. P.T.= PRESSURE TREATED POSTS SPACED 2. FACE OF GUARD RAIL LOCATED 8.0' ON CENTER) 3.0' OFF EDGE OF DRIVE GUARD RAIL DETAIL N.T.S. RECONSTRUCT ENTIRE ROAD TO WIDENING AND OVERLAY SECTION 24 +00 25 +00 26 +00 LOWER SCHOOL ACCESS ROAD , (A PORTION OF STATE ROUTE 855) HORIZONTAL `.SCALE: 1 "= 50.0' VERTICAL SCAALE: 1" =20.0' 11' 11' lot i of r WIDENING WILL MATCH 165#PSY SM -2A ENTIRE WIDENED CROSS - SECTION WILL BE EXISTING STATE ROAD (EXISTING) OVERLAID WITH 2" OF ASPHALT PAVEMENT (SM -2A) SURFACE it BASE AND SUB -BASE 2 , • w • e' ,. A •. ,• •:.,- 1' ~'. •.• Y fir.. .: f .5• •ra. •. r: ir • •I• • 4 +V: r. Yi - , FI LL 6 #21, 21 A 4' AGGR. BASE me SUB -BASE MIN. CBR =110 WITH COVERED PRIME COAT ST. ANNES- BELFIELD NTEIRNAL ROAD CROSS- SECTION STATE ROAD WIDENING / /OVERLAY IMPROVEMENT LOWER SCHOOIL ACCESS ROAD TYPICAL CIROSS- SECTION NI.T.S. 2 CUT 4' 3' 27 +00 720 710 700 690 680 670 660 STA: 28 +14.09 ELEV: 648.50 640 630 DATUM ELEV 620.00 28 +00 28 +14.09 END LOWER SCHOOL ROAD PROJECT BOWIE GRIDLEY ARCHITECTS, P.L.L.C. 1010 WISCONSIN AVE, N.W. SUITE 400 WASHINGTON, D.C. 20007 TEL (202) 337 -0888 FAX 202 337 -2626 GLOECKNER ENGINEERING SURVEYING INC. ENONEERS - SURVEYORS PLANNERS - 508 DALE AVENUE, SUITE A CHARLOTTESVILLE, VA. 22903 Tel. 434 - 971 -1591 Fax. 434 - 293 -7612 A. D. = 7.38 K 33.86 Copyright Q No.Issue - Revision Date 1 Schematic Design Submission 4/4/08 2 PROGRESS PRINT 8/25/08 3 66% DD PROGRESS SET 9/5/08 4 PRELIMINARY SITE PLAN TO CO.9/29/08 5 100% DD SUBMISSION HIGH P DINT ELEV = 671.17 FROM STATION 27 +00 TC STATION 28 +00.00 to N HIGH PONT STA = 25 +57.32 ul r` St. Anne's - Belfield lower diddle School WILL BE REPAIRED FROM ANY DEMOLITON DAMAGE JOB. NO. 07- 029 -00 C t • 4DWG. NAME 07029SP5.DWG SCALE 1 " =20' t:PV STA = 25 +60 r.AND OVERLAID WITH 2" 0 SM -9.5 ASPHALT CONCRETE o r`N to to PVI ELEV = 674.98 co N to to PAVEMENT. o N N co K =7.37 j M m w w FINISHED GRADE STA: 26 +45.16 ELEV: 666.00 w w 10.5590 STA: 26+64.13 ELEV: 664.00 EXISTING GRADE t\0 MN N00 0 M N0 ri NN r-00 d Ci to CO 00 COCO cow tot ED to CD co t0 to c0 c0to 24 +00 25 +00 26 +00 LOWER SCHOOL ACCESS ROAD , (A PORTION OF STATE ROUTE 855) HORIZONTAL `.SCALE: 1 "= 50.0' VERTICAL SCAALE: 1" =20.0' 11' 11' lot i of r WIDENING WILL MATCH 165#PSY SM -2A ENTIRE WIDENED CROSS - SECTION WILL BE EXISTING STATE ROAD (EXISTING) OVERLAID WITH 2" OF ASPHALT PAVEMENT (SM -2A) SURFACE it BASE AND SUB -BASE 2 , • w • e' ,. A •. ,• •:.,- 1' ~'. •.• Y fir.. .: f .5• •ra. •. r: ir • •I• • 4 +V: r. Yi - , FI LL 6 #21, 21 A 4' AGGR. BASE me SUB -BASE MIN. CBR =110 WITH COVERED PRIME COAT ST. ANNES- BELFIELD NTEIRNAL ROAD CROSS- SECTION STATE ROAD WIDENING / /OVERLAY IMPROVEMENT LOWER SCHOOIL ACCESS ROAD TYPICAL CIROSS- SECTION NI.T.S. 2 CUT 4' 3' 27 +00 720 710 700 690 680 670 660 STA: 28 +14.09 ELEV: 648.50 640 630 DATUM ELEV 620.00 28 +00 28 +14.09 END LOWER SCHOOL ROAD PROJECT BOWIE GRIDLEY ARCHITECTS, P.L.L.C. 1010 WISCONSIN AVE, N.W. SUITE 400 WASHINGTON, D.C. 20007 TEL (202) 337 -0888 FAX 202 337 -2626 GLOECKNER ENGINEERING SURVEYING INC. ENONEERS - SURVEYORS PLANNERS - 508 DALE AVENUE, SUITE A CHARLOTTESVILLE, VA. 22903 Tel. 434 - 971 -1591 Fax. 434 - 293 -7612 Copyright Q No.Issue - Revision Date 1 Schematic Design Submission 4/4/08 2 PROGRESS PRINT 8/25/08 3 66% DD PROGRESS SET 9/5/08 4 PRELIMINARY SITE PLAN TO CO.9/29/08 5 100% DD SUBMISSION 10/17/08 St. Anne's - Belfield lower diddle School Faulconer Road Charlottesville,, Virginia BGA 07020 LOWER SCHOOL ACCESS ROAD AND STATE ROAD PLAN AND PROFILE JOB. NO. 07- 029 -00 C t • 4DWG. NAME 07029SP5.DWG SCALE 1 " =20' 640 630 620 610 1 600 DATUM ELEV 695.00 cp 0 Co 10+00 640 630 620 610 600 DATUM ELEV 595.00 ca cc 11+00 12+00 lb+UU 17+00 18+00 19+00 PROFILE Z MAIN STORM SEWER LINE/ RUN DI#11,MH#14,DI#14ADI#14B,DI#14C,Iffl#7,DI#4,DI#3,DI#2, TO DI#1MHORIZONTALSCALE: 1"= 50.0" VERTICAL SCALE 1"=10.0' Me] 650 640 630 DATUM ELEV 620.00 co 6 It co W z Copyright (D a)to 00 Ld 0 O 0 woL0 0 LC) 10-630 650 640 0D e ) 630 c6 re) 0) co m to M 0 0 W 620 a- 0 630 W Z Co r- z c0 II W p- L'i 0 +610 W st cD OT7 C290 cr- < Lfi V) 0 CL 600 n M 595.00 4k W M U-) 04 W LLJ X W w n L.Lii W M U) LLJ 1 W N U650 Wj LO F - W to I a.O z Z + L — 01 0 FINISHED QRADE CL C4 VERTICAL SCALE: z 0 0 W V) 0 o a (n o =U)04 0 W J W j o D CL W 1 0 X P T:Z* Uo LO C Im W 0 U. C14 148.28' -12” R.C.P. 01.00% Gj j LA z z z LO a. 0 w 326.40' 24" RCP 0 1.50% LU i W t W j Z C - 4 0 C*4 0 Z 0 q-a.0 t0 Z 00 4k Uri U 6 n j + Uj z 0 LO 00 n,6uj 0 0 V)X1160 o Q 84.01' 15" RCP C) 0 LO C) LO Z 0)O rn D z D 0 RCp C) 0- (6 V) 0) D to a0 0 0 K op q- 0 z PO 11 Z Lo Ui W 11 0 0 Ix 00 z Z Z CO It 0 0 Of z I I z - z - - Ln Ln M 102.78' 2 00 0 of C 00 o;r-0)C14 N 00 LO 110.16 24 " RCP 5.34%04 n co Ui C 00 Cj rn o 0 F- Z D 0 0 0 II II Z r-Z) 40 F- z0z0 1* 0 0 00 00 N F- 0 00 U') o6 c0 o6 z to to p6 K) to 0 (0 n co n cc; re)L6 n 00 r-00 O CL 0 0 0 r-, 0 z z z z co co Co to z 0 OD 0 O II O II O Ld J+ 0 Z5 11 D 0 ZF11K? O Z) nz z z o 04 0 4 0 00 4 6 01zz to o 0 to Z z K)K) to o 0 6 to cn 0 z z Lei 10+00 640 630 620 610 600 DATUM ELEV 595.00 ca cc 11+00 12+00 lb+UU 17+00 18+00 19+00 PROFILE Z MAIN STORM SEWER LINE/ RUN DI#11,MH#14,DI#14ADI#14B,DI#14C,Iffl#7,DI#4,DI#3,DI#2, TO DI#1MHORIZONTALSCALE: 1"= 50.0" VERTICAL SCALE 1"=10.0' Me] 650 640 630 DATUM ELEV 620.00 co 6 It co 10+00 M-01 13+00 14+00 W z Copyright (D I— N Ld 0 Schematic Design Submission 0 woL0 0 LC) 10-630 650 640 0D e ) 630 c6 re) 0) co m to W 0 0 W 620 a- 0 630 W W Co r- co 5 W p- L'i 0 +610 W W W OT7 C290 cr- < W 600 LLj DATUM ELEV 595.00 ca- 0 1.50% M U-) C W 1 o U, j 06 D 11 U V"4 < 00 RCP 0 1.50% M U) 00 EXISTING GRADE N U650 Wj LO LLJ W to I a.O z Z +Z 0 FINISHED QRADE C3 C4 VERTICAL SCALE:25.0 0 0 06 0 j a (n 0 a (n 0 W J W j P Im 5: M n 1 148.28' -12” R.C.P. 01.00% Gj j LA 108.08 -12 R.C.P. d1:0070 z LO a. 0 w LU i W Lj w) a.0 0 Z 0 q-a.0 t0 0 1 00 O 4k Uri U 6 n D Uj 0 V) LO LO 00 n,6uj 0 W 84.01' 15" RCP C) 0 LO C) LO Z 0)O rn D z D 0 2 C5 1q* 0- (6 V) 0) D to a0 0 0 K op q- 0 z PO 11 Z 10+00 M-01 13+00 14+00 11+00 PROFILE STORM SEWER LINE/ RUNMH#6,DI#6A, TO DI#5B HORIZONTAL SCALE: 1"= 50.0' VERTICAL SCALE: 1"=10.0' 12+00 20 + Wimolf] 640 r;W01 610 600 DATUM ELEV 695.00 W z Copyright (D No. N 0 0 Schematic Design Submission 0 2 0 660 10-630 650 640 00 cq 630 0) V) 0) co m to D 0 0 W i W 620 a- 0 630 DATUM ELEV 06 Co r- co 06 W 181.06' 12" RCP- 0 1.25% z00 0 +610 04 W STORM SEWER PROFILES OT7 C290 cr- < SCALE 1 91=201 600 DATUM ELEV 595.00 39..65' 15" RCP 0 1.50% M U-) C W 326-40' 24" RCP 0 1.50% D 11 U 125.49" 18"RCP 0 1.50% 0 LJ 0 N U650 LLJ LU I a.O 0- 0 0 I C3 Ci VERTICAL SCALE:25.0 U-)06 0 L 0 0 W J W j P Im 5: M n 1 M Gj j LA z M r) a. 0 w LU i W Lj w) a.0 0 Z 0 q-a.0 4k 0 1 00 R 0 1.25% 4kz M Uj 0 W LO 00 n,6uj vi W 84.01' 15" RCP C) 0 LO C) LO j n -j 0 r- 4. 2 0) D to a0 co a. 0 op q- 0 00 PO 11 a. 0 W 11 0 z D N 0 co 0 Ix 00 z Z Z CO It 0 0 Of z I I z - z - - Ln Ln M 00 0 of C 00 o;r-0)C14 N 00 LO D C14 (0 Cj rn C 0 F- Z D 0 0 0 II II Z r-Z) 40 F- z0z0 1*00 F- 0 c0 o6 c0 o6 z to to p6 K) to 0 (0 n co n cc; re)L6 n 6 n Z to Z z z z z co co Co to z Z 11+00 PROFILE STORM SEWER LINE/ RUNMH#6,DI#6A, TO DI#5B HORIZONTAL SCALE: 1"= 50.0' VERTICAL SCALE: 1"=10.0' 12+00 20 + Wimolf] 640 r;W01 610 600 DATUM ELEV 695.00 20+58.78 650 670 640 12+64.37 660 630 650 DATUM ELEV 620.00 640 1 630 DATUM ELEV 625.00 co W z Copyright (D No. N 0 0 Schematic Design Submission 0 2 0 660 10-630 650 640 00 cq 630 0) V) 0) co m to D 0 0 W i W 620 a- 0 630 DATUM ELEV 06 Co r- co 06 W LO z00 0 +610 04 W STORM SEWER PROFILES OT7 C290 cr- < SCALE 1 91=201 600 DATUM ELEV 595.00 20+58.78 650 670 640 12+64.37 660 630 650 DATUM ELEV 620.00 640 1 630 DATUM ELEV 625.00 co 10+00 11+00 12+00 PROFILE STORM SEWER LINE/ RUN DI#6,MH#5,Dl4A,TO DI#4 HORIZONTAL SCALE: 1"= 50.0' VERTICAL SCALE: 1"=10.0' a. 670 p 0 04 00660Ir- 0 6500)670 Copyright (D No. N 0 0 Schematic Design Submission 0 2 0 660 10-630 650 a-M W 00 625.00 0) 100% DD SUBMISSION m to D 0 0 C) 0 O 630 DATUM ELEV 06 Uj (0 co W 0 z00 a V) D St.. Anne's - Belfield Lower / Middle School W STORM SEWER PROFILES OT7 C290 cr- < SCALE 1 91=201 L-3 F- W 60.01'-12" R.C.P. 01.00% M U-) C W 11 Co D 11 U D r- 0 LJ LLJ LU I a.O 0- 0 0 I 0 VERTICAL SCALE:25.0 U-)06 L 0 0 W J W j z 0- 0 z z a. 0 U) 8 7 - 277 ' R 0 1.25% 113-13' 15"RCP 0 1.25% 84.01' 15" RCP 0 1.43% 0 LO C) LO 2toK)PO 11 1z - 11 11 W 11 0 z D N 0 co to C 00 z Z Z CO It 0 0 0 — 01zIIz - z - - 10+00 11+00 12+00 PROFILE STORM SEWER LINE/ RUN DI#6,MH#5,Dl4A,TO DI#4 HORIZONTAL SCALE: 1"= 50.0' VERTICAL SCALE: 1"=10.0' a. 670 p 0 04 00660Ir- 0 6500)670 Copyright (D No. N 0 0 Schematic Design Submission U) 2 640 660 10-630 650 a-M W DATUM ELEV 625.00 0) 100% DD SUBMISSION m to D 0 640 o +Co O 630 DATUM ELEV 625.00 Uj (0 W 0 z00 a V) St.. Anne's - Belfield Lower / Middle School rn Copyright (D No.Issue - Revision 0 0 Schematic Design Submission 4/4/08 2 PROGRESS PRINT 8/25/0 E LU 66% DI)PROGRESS SET a-M W0j Uj 0) 100% DD SUBMISSION m to o +Co O 4 F-) Uj (0 W 0 z00 a V) St.. Anne's - Belfield Lower / Middle School CL 0 STORM SEWER PROFILES OT7 C290 cr- < SCALE 1 91=201 L-3 F- W 60.01'-12" R.C.P. 01.00% M U-) C 11 Co D 11 U D 0 z LOLO 0 z z 10+00 10+50 10+64.00 PROFILE STORM SEWER LINE/ RUN DI#3A TO DI#3 HORIZONTAL SCALE: 1"= 50.0 VERTICAL SCALE: 1"=10.0' BOWIE GRIDLEY ARCHITECTS, P.L.L.C. 1010 WISCONSIN AVE, N.W. SUITE 400 WASHINGTON, D.C. 20007 TEL (202) 337-0888 FAX (202) 337-2626 GLOECKNER ENGINEERING SURVEYING INC. ENGINEERS - SURVEYORS PLANNERS- 508 DALE AVENUE, SUITE A CHARLOTTESVILLE, VA. 22903 Tel. 434-971-1591 Fax. 434-293-7612 Copyright (D No.Issue - Revision Date 1 Schematic Design Submission 4/4/08 2 PROGRESS PRINT 8/25/0 E 3 66% DI)PROGRESS SET 9/5/08 4 PRELIMINARY SITE PLAN TO CO.9/29/08 5 100% DD SUBMISSION 10/17/081 St.. Anne's - Belfield Lower / Middle School Foulconer Road Charlottesville,, Virginia BGA 07020 STORM SEWER PROFILES JOB. NO. 07-029-00 C290DWG. NAME 07029SP5.DWG SCALE 1 91=201 BOWIE GRIDLEY ARCHITECTS, P.L.L.C. 1010 WISCONSIN AVE, N.W. SUITE 400 WASHINGTON, D.C. 20007 TEL (202) 337 -0888 FAX (202) 337 -2626 650 640 630 DATUM ELEV 625.00 00 Z D ? .- O ?toOjOjO O j j Z j Z > Z Z Z Z 650 640 9i•] 640 630 DATUM ELEV 625.00 10 +00 PROFILE STORM SEWER LINE/ RUN MH #7,DI #2B, TO DI #2AHORIZONTALSCALE: 1'= 50.0' VERTICAL SCALE: 1"=10.0' 620 28. DATUM ELEV 610.00 O to r*_ I 004orroto O 1 >W JWmW F-W Q_ I z o a~ II a II ORF- O O Z M p 0 N e- a r WN FINISHED GRADE 4'_12" R.C.P CAD 2.6 0 co o Qi ai co co co C ;Z 0 j j z z Z 10 +00 660 670 650 660 640 650 630 640 1620 630 DATUM ELEY DATUM ELEV 610.00 620.00 LO to 10 +31.80 PROFILE STORM SEWER LINE/ RUN DI #10 TO DI #9 HORIZONTAL SCALE: 1 "= 50.0' VERTICAL SCALE: 1"=10.0' 650 NOTE: THE BIO- FILTER AND CONNECTING PIPES ARE THE SOLE RESPONSIBILITY OF ST. ANNES- BELFIELD 640 r• 670 650 640 G DATUM ELEV 630.00 r C d CC I r- W I W N 1 lk N Z O F z U + o W U O '-W+zN W(n z I¢- W N - 72.00' -15" R.C.P ® 4.1770 to S 10 II o '`N j j Z z _ 670 r.Y•7 40 DATUM ELEV 630.00 10 +00 10 +50 10 +72.00 PROFILE STORM PIPE/ ES #22 TO ES #21 HORIZONTAL SCALE: 1 "= 50.0' VERTICAL SCALE: 1"=10.0' OPTIONAL GRAVEL USE 4.0' X182.0' FILTER BEDSANDCURTAIN728.00 SQ. FT. PROVIDEDLAYERDRAIN OVERFLOW LENGTH= 182.0' BIORETENTION v W W W W W •V W W AREA W W W W W W V• •Y W W D.I. -7 W -+-- - 0.25% 0.25% - - y W W C W= 4.0' y W W TOP OF GRATE y . W W W *GRASS W W W INVERT IS BERM =6.0' 8 " -10" + . ' y SOD + W ABOVE BOTTOM --s TO DISCHARGE BERM OF PONDING I BASIN 12" RCP BIOFILTER PLAN VIEW N.T.S. NOTES: 1. PROVIDE 1.0' PONDING DEPTH TO THE CREST OF AN OVERFLOW STRUCTURE. OVERFLOW STRUCTURE MAY BE D.I. IN SWALE (INDICATED) OR STONE WEIR DISCHARGING TO STABLE CHANNEL OR STORM DRAIN. 2. BIOFILTERS MUST NOT BE INSTALLED UNTIL THE SITE IS DETERMINED TO BE ADEQUATELY STABILIZED BY THE EROSION CONTROL AND WATER RESOURCES INSPECTORS. 3. THE CONTRACTOR SHALL CONTACT THE WATER RESOURCES INSPECTOR 24 HOURS PRIOR TO BACKFILLING THE BIOFILTER AND REQUEST AN INSPECTION AND APPROVAL OF THE UNDERDRAIN INSTALLATION AND THE SOIL MIX. TOP DI -7 632.46 0 31.46 52.22 -15" C.M.P. DISCHARGE TO VDOT ES -1 AND DITCH 1.0' ® 1.3% SLOPE 75% SAND UNDER " . " 25% TOP SOIL I _ 182.0' INV. IN= 630.38ANDGRASSONTOP 8" PERFORATED P.V.C. PIPE WITH SOCK 00.13% SLOPE TO D.I. TO DI STORM DRAINS BROFILTER CROSS SECTION N.T.S. W rn to LO M O M O M J J cliad h J m W m W re) i W W M W O D 0 O D O 10 qk .- :4k c 4k N N C6 04 r- O I-: J W J dFN ? o z+ z+ V_ r a-N ao a a '- W FINISHED GRADE o N EXISTING GRADE o N o 15 45.11' -24" C.P. ® 36.60' -15" R C.PO 2.18 R.C.P0 17D° o U') O N O N LO r' cV n co O c z F-it -• 0 co Or` 0 ? 0 Z Z tMD ZZ Z 10 +00 11+00 STA: 10 +00 ELEV: 630 I V) I W W 0 N 0 0 0 F 00 U, 0 + W O N0 cn0 = z od ZF Z X Wtn cn W 48.00'-15 R. C. P ° cD to M N corq cD O il D N ? O cD > j Z Z 10 +00 DATUM ELEV 620.00 0 4 M PROFILE STORM SEWER LINE/ RUN ES #18,DI #17 ,DI #16, TO DI #15 HORIZONTAL SCALE: 1"= 50.0' VERTICAL SCALE: 1"=10.0' r. • 650 640 630 620 DATUM ELEV 610.00 10 +48.00 PROFILE STORM PIPE/ ES #19 TO ES #20 HORIZONTAL SCALE: 1"= 50.0' VERTICAL SCALE: 1"=10.0' WW a a o (0 5 c ,, X 0W ~ I`I ..J n J ZtWIWWmao O 1 O w II SAND 1310- FILTER I i Jo ETAIL CROSS SECTION BELOW W to W NO coo + Z 0 'n ca. mQa + , CO . O co EXISTING GRADE o V) N a od BOTTOM OF BIOF LTER = 631.46 182.16' -8 SB1 ® 0.13% EXISTING 15" CMP ®0.60% 0 M O r 0i V)n v» c0 co 0 0 0 0 0 0 4 4 4 co Z' Z co (D co Z Z 10 +(00 11+00 PROFILE STORM SEWER LINE/ RUN DI #24, #23,T0 ES #25HORIZONTALSCALE: 1' = 50.0' VERTICAL SCALE: 1"=10.0' 12 +00 65 640 DATUM ELEV 620.00 12 +36.38 ALTERNATE DI -7 3:1 SLOPE LOCATION TO MAX) TOP DI - 7 REPLACE CLEAN - OUT SOD TURF 632.46 SEE NOTE 1 m 670 660 660 650 650 640 L 640 630 630 620 DATUM ELEV DATUM ELEV 620.00 610.00 GLOECKNER ENGINEERING SURVEYING INC. ENGINEERS - SURVEYORS PLANNERS - 508 DALE AVENUE, SUITE A CHARLOTTESVILLE, VA. 22903 Tel. 434 - 971 -1591 Fox. 434 - 293 -7612 Copyright No. Issue - Revision Date 1 Schematic Design Submission 4/4/08 2 PROGRESS PRINT 8/25/0 3 66% DD PROGRESS SET 9/5/08 4 PRELIMINARY SITE PLAN TO CO. 9/29/08 3 100% DD SUBMISSION 10/17/08 St. Anne's - 6 Lower diddle School Foulconer Rood Charlottesville,, Virginia 6GA 07020 STORM SEWER PROFILES AND BIO- FILTER JOB. NO. 07- 029 -00 DWG. NAME 07029SP5.DWG SCALE 6 00 000 L. LO I J W m J J W m J W W WW QQ II WW II WW Z,. o 00 2 o mmo Q N N Q o O NN FF- FF- cc0 UU_ zz oo+ zz oo+ an_ a X NN EXISTING GGRADE o a_ '- OT 4 P ®08 A C P cD 000 rr 00 (0 000 of vvi a N 004N004N cD ccD ccD ccD 650 640 9i•] 640 630 DATUM ELEV 625.00 10 +00 PROFILE STORM SEWER LINE/ RUN MH #7,DI #2B, TO DI #2AHORIZONTALSCALE: 1'= 50.0' VERTICAL SCALE: 1"=10.0' 620 28. DATUM ELEV 610.00 O to r*_ I 004orroto O 1 >W JWmW F-W Q_ I z o a~ II a II ORF- O O Z M p 0 N e- a r WN FINISHED GRADE 4'_12" R.C.P CAD 2.6 0 co o Qi ai co co co C ;Z 0 j j z z Z 10 +00 660 670 650 660 640 650 630 640 1620 630 DATUM ELEY DATUM ELEV 610.00 620.00 LO to 10 +31.80 PROFILE STORM SEWER LINE/ RUN DI #10 TO DI #9 HORIZONTAL SCALE: 1 "= 50.0' VERTICAL SCALE: 1"=10.0' 650 NOTE: THE BIO- FILTER AND CONNECTING PIPES ARE THE SOLE RESPONSIBILITY OF ST. ANNES- BELFIELD 640 r• 670 650 640 G DATUM ELEV 630.00 r C d CC I r- W I W N 1 lk N Z O F z U + o W U O '-W+zN W(n z I¢- W N - 72.00' -15" R.C.P ® 4.1770 to S 10 II o '`N j j Z z _ 670 r.Y•7 40 DATUM ELEV 630.00 10 +00 10 +50 10 +72.00 PROFILE STORM PIPE/ ES #22 TO ES #21 HORIZONTAL SCALE: 1 "= 50.0' VERTICAL SCALE: 1"=10.0' OPTIONAL GRAVEL USE 4.0' X182.0' FILTER BEDSANDCURTAIN728.00 SQ. FT. PROVIDEDLAYERDRAIN OVERFLOW LENGTH= 182.0' BIORETENTION v W W W W W •V W W AREA W W W W W W V• •Y W W D.I. -7 W -+-- - 0.25% 0.25% - - y W W C W= 4.0' y W W TOP OF GRATE y . W W W *GRASS W W W INVERT IS BERM =6.0' 8 " -10" + . ' y SOD + W ABOVE BOTTOM --s TO DISCHARGE BERM OF PONDING I BASIN 12" RCP BIOFILTER PLAN VIEW N.T.S. NOTES: 1. PROVIDE 1.0' PONDING DEPTH TO THE CREST OF AN OVERFLOW STRUCTURE. OVERFLOW STRUCTURE MAY BE D.I. IN SWALE (INDICATED) OR STONE WEIR DISCHARGING TO STABLE CHANNEL OR STORM DRAIN. 2. BIOFILTERS MUST NOT BE INSTALLED UNTIL THE SITE IS DETERMINED TO BE ADEQUATELY STABILIZED BY THE EROSION CONTROL AND WATER RESOURCES INSPECTORS. 3. THE CONTRACTOR SHALL CONTACT THE WATER RESOURCES INSPECTOR 24 HOURS PRIOR TO BACKFILLING THE BIOFILTER AND REQUEST AN INSPECTION AND APPROVAL OF THE UNDERDRAIN INSTALLATION AND THE SOIL MIX. TOP DI -7 632.46 0 31.46 52.22 -15" C.M.P. DISCHARGE TO VDOT ES -1 AND DITCH 1.0' ® 1.3% SLOPE 75% SAND UNDER " . " 25% TOP SOIL I _ 182.0' INV. IN= 630.38ANDGRASSONTOP 8" PERFORATED P.V.C. PIPE WITH SOCK 00.13% SLOPE TO D.I. TO DI STORM DRAINS BROFILTER CROSS SECTION N.T.S. W rn to LO M O M O M J J cliad h J m W m W re) i W W M W O D 0 O D O 10 qk .- :4k c 4k N N C6 04 r- O I-: J W J dFN ? o z+ z+ V_ r a-N ao a a '- W FINISHED GRADE o N EXISTING GRADE o N o 15 45.11' -24" C.P. ® 36.60' -15" R C.PO 2.18 R.C.P0 17D° o U') O N O N LO r' cV n co O c z F-it -• 0 co Or` 0 ? 0 Z Z tMD ZZ Z 10 +00 11+00 STA: 10 +00 ELEV: 630 I V) I W W 0 N 0 0 0 F 00 U, 0 + W O N0 cn0 = z od ZF Z X Wtn cn W 48.00'-15 R. C. P ° cD to M N corq cD O il D N ? O cD > j Z Z 10 +00 DATUM ELEV 620.00 0 4 M PROFILE STORM SEWER LINE/ RUN ES #18,DI #17 ,DI #16, TO DI #15 HORIZONTAL SCALE: 1"= 50.0' VERTICAL SCALE: 1"=10.0' r. • 650 640 630 620 DATUM ELEV 610.00 10 +48.00 PROFILE STORM PIPE/ ES #19 TO ES #20 HORIZONTAL SCALE: 1"= 50.0' VERTICAL SCALE: 1"=10.0' WW a a o (0 5 c ,, X 0W ~ I`I ..J n J ZtWIWWmao O 1 O w II SAND 1310- FILTER I i Jo ETAIL CROSS SECTION BELOW W to W NO coo + Z 0 'n ca. mQa + , CO . O co EXISTING GRADE o V) N a od BOTTOM OF BIOF LTER = 631.46 182.16' -8 SB1 ® 0.13% EXISTING 15" CMP ®0.60% 0 M O r 0i V)n v» c0 co 0 0 0 0 0 0 4 4 4 co Z' Z co (D co Z Z 10 +(00 11+00 PROFILE STORM SEWER LINE/ RUN DI #24, #23,T0 ES #25HORIZONTALSCALE: 1' = 50.0' VERTICAL SCALE: 1"=10.0' 12 +00 65640 DATUM ELEV 620.00 12 +36.38 ALTERNATE DI -7 3:1 SLOPE LOCATION TO MAX) TOP DI - 7 REPLACE CLEAN - OUT SOD TURF 632.46 SEE NOTE 1 m 670 660 660 650 650 640 L 640 630 630 620 DATUM ELEV DATUM ELEV 620.00 610.00 GLOECKNER ENGINEERING SURVEYING INC. ENGINEERS - SURVEYORS PLANNERS - 508 DALE AVENUE, SUITE A CHARLOTTESVILLE, VA. 22903 Tel. 434 - 971 -1591 Fox. 434 - 293 -7612 Copyright No. Issue - Revision Date 1 Schematic Design Submission 4/4/08 2 PROGRESS PRINT 8/25/0 3 66% DD PROGRESS SET 9/5/08 4 PRELIMINARY SITE PLAN TO CO. 9/29/08 3 100% DD SUBMISSION 10/17/08 St. Anne's - 6 Lower diddle School Foulconer Rood Charlottesville,, Virginia 6GA 07020 STORM SEWER PROFILES AND BIO- FILTER JOB. NO. 07- 029 -00 DWG. NAME 07029SP5.DWG SCALE 10 +00 660 670 650 660 640 650 630 640 1620 630 DATUM ELEY DATUM ELEV 610.00 620.00 LO to 10 +31.80 PROFILE STORM SEWER LINE/ RUN DI #10 TO DI #9 HORIZONTAL SCALE: 1 "= 50.0' VERTICAL SCALE: 1"=10.0' 650 NOTE: THE BIO- FILTER AND CONNECTING PIPES ARE THE SOLE RESPONSIBILITY OF ST. ANNES- BELFIELD 640 r• 670 650 640 G DATUM ELEV 630.00 r C d CC I r- W I W N 1 lk N Z O F z U + o W U O '-W+zN W(n z I¢- W N - 72.00' -15" R.C.P ® 4.1770 to S 10 II o '`N j j Z z _ 670 r.Y•7 40 DATUM ELEV 630.00 10 +00 10 +50 10 +72.00 PROFILE STORM PIPE/ ES #22 TO ES #21 HORIZONTAL SCALE: 1 "= 50.0' VERTICAL SCALE: 1"=10.0' OPTIONAL GRAVEL USE 4.0' X182.0' FILTER BEDSANDCURTAIN728.00 SQ. FT. PROVIDEDLAYERDRAIN OVERFLOW LENGTH= 182.0' BIORETENTION v W W W W W •V W W AREA W W W W W W V• •Y W W D.I. -7 W -+-- - 0.25% 0.25% - - y W W C W= 4.0' y W W TOP OF GRATE y . W W W *GRASS W W W INVERT IS BERM =6.0' 8 " -10" + . ' y SOD + W ABOVE BOTTOM --s TO DISCHARGE BERM OF PONDING I BASIN 12" RCP BIOFILTER PLAN VIEW N.T.S. NOTES: 1. PROVIDE 1.0' PONDING DEPTH TO THE CREST OF AN OVERFLOW STRUCTURE. OVERFLOW STRUCTURE MAY BE D.I. IN SWALE (INDICATED) OR STONE WEIR DISCHARGING TO STABLE CHANNEL OR STORM DRAIN. 2. BIOFILTERS MUST NOT BE INSTALLED UNTIL THE SITE IS DETERMINED TO BE ADEQUATELY STABILIZED BY THE EROSION CONTROL AND WATER RESOURCES INSPECTORS. 3. THE CONTRACTOR SHALL CONTACT THE WATER RESOURCES INSPECTOR 24 HOURS PRIOR TO BACKFILLING THE BIOFILTER AND REQUEST AN INSPECTION AND APPROVAL OF THE UNDERDRAIN INSTALLATION AND THE SOIL MIX. TOP DI -7 632.46 0 31.46 52.22 -15" C.M.P. DISCHARGE TO VDOT ES -1 AND DITCH 1.0' ® 1.3% SLOPE 75% SAND UNDER " . " 25% TOP SOIL I _ 182.0' INV. IN= 630.38ANDGRASSONTOP 8" PERFORATED P.V.C. PIPE WITH SOCK 00.13% SLOPE TO D.I. TO DI STORM DRAINS BROFILTER CROSS SECTION N.T.S. W rn to LO M O M O M J J cliad h J m W m W re) i W W M W O D 0 O D O 10 qk .- :4k c 4k N N C6 04 r- O I-: J W J dFN ? o z+ z+ V_ r a-N ao a a '- W FINISHED GRADE o N EXISTING GRADE o N o 15 45.11' -24" C.P. ® 36.60' -15" R C.PO 2.18 R.C.P0 17D° o U') O N O N LO r' cV n co O c z F-it -• 0 co Or` 0 ? 0 Z Z tMD ZZ Z 10 +00 11+00 STA: 10 +00 ELEV: 630 I V) I W W 0 N 0 0 0 F 00 U, 0 + W O N0 cn0 = z od ZF Z X Wtn cn W 48.00'-15 R. C. P ° cD to M N corq cD O il D N ? O cD > j Z Z 10 +00 DATUM ELEV 620.00 0 4 M PROFILE STORM SEWER LINE/ RUN ES #18,DI #17 ,DI #16, TO DI #15 HORIZONTAL SCALE: 1"= 50.0' VERTICAL SCALE: 1"=10.0' r. • 650 640 630 620 DATUM ELEV 610.00 10 +48.00 PROFILE STORM PIPE/ ES #19 TO ES #20 HORIZONTAL SCALE: 1"= 50.0' VERTICAL SCALE: 1"=10.0' WW a a o (0 5 c ,, X 0W ~ I`I ..J n J ZtWIWWmao O 1 O w II SAND 1310- FILTER I i Jo ETAIL CROSS SECTION BELOW W to W NO coo + Z 0 'n ca. mQa + , CO . O co EXISTING GRADE o V) N a od BOTTOM OF BIOF LTER = 631.46 182.16' -8 SB1 ® 0.13% EXISTING 15" CMP ®0.60% 0 M O r 0i V)n v» c0 co 0 0 0 0 0 0 4 4 4 co Z' Z co (D co Z Z 10 +(00 11+00 PROFILE STORM SEWER LINE/ RUN DI #24, #23,T0 ES #25HORIZONTALSCALE: 1' = 50.0' VERTICAL SCALE: 1"=10.0' 12 +00 65 640 DATUM ELEV 620.00 12 +36.38 ALTERNATE DI -7 3:1 SLOPE LOCATION TO MAX) TOP DI - 7 REPLACE CLEAN - OUT SOD TURF 632.46 SEE NOTE 1 m 670 660 660 650 650 640 L 640 630 630 620 DATUM ELEV DATUM ELEV 620.00 610.00 GLOECKNER ENGINEERING SURVEYING INC. ENGINEERS - SURVEYORS PLANNERS - 508 DALE AVENUE, SUITE A CHARLOTTESVILLE, VA. 22903 Tel. 434 - 971 -1591 Fox. 434 - 293 -7612 Copyright No. Issue - Revision Date 1 Schematic Design Submission 4/4/08 2 PROGRESS PRINT 8/25/0 3 66% DD PROGRESS SET 9/5/08 4 PRELIMINARY SITE PLAN TO CO. 9/29/08 3 100% DD SUBMISSION 10/17/08 St. Anne's - 6 Lower diddle School Foulconer Rood Charlottesville,, Virginia 6GA 07020 STORM SEWER PROFILES AND BIO- FILTER JOB. NO. 07- 029 -00 DWG. NAME 07029SP5.DWG SCALE 670 r.Y•7 40 DATUM ELEV 630.00 10 +00 10 +50 10 +72.00 PROFILE STORM PIPE/ ES #22 TO ES #21 HORIZONTAL SCALE: 1 "= 50.0' VERTICAL SCALE: 1"=10.0' OPTIONAL GRAVEL USE 4.0' X182.0' FILTER BEDSANDCURTAIN728.00 SQ. FT. PROVIDEDLAYERDRAIN OVERFLOW LENGTH= 182.0' BIORETENTION v W W W W W •V W W AREA W W W W W W V• •Y W W D.I. -7 W -+-- - 0.25% 0.25% - - y W W C W= 4.0' y W W TOP OF GRATE y . W W W *GRASS W W W INVERT IS BERM =6.0' 8 " -10" + . ' y SOD + W ABOVE BOTTOM --s TO DISCHARGE BERM OF PONDING I BASIN 12" RCP BIOFILTER PLAN VIEW N.T.S. NOTES: 1. PROVIDE 1.0' PONDING DEPTH TO THE CREST OF AN OVERFLOW STRUCTURE. OVERFLOW STRUCTURE MAY BE D.I. IN SWALE (INDICATED) OR STONE WEIR DISCHARGING TO STABLE CHANNEL OR STORM DRAIN. 2. BIOFILTERS MUST NOT BE INSTALLED UNTIL THE SITE IS DETERMINED TO BE ADEQUATELY STABILIZED BY THE EROSION CONTROL AND WATER RESOURCES INSPECTORS. 3. THE CONTRACTOR SHALL CONTACT THE WATER RESOURCES INSPECTOR 24 HOURS PRIOR TO BACKFILLING THE BIOFILTER AND REQUEST AN INSPECTION AND APPROVAL OF THE UNDERDRAIN INSTALLATION AND THE SOIL MIX. TOP DI -7 632.46 0 31.46 52.22 -15" C.M.P. DISCHARGE TO VDOT ES -1 AND DITCH 1.0' ® 1.3% SLOPE 75% SAND UNDER " . " 25% TOP SOIL I _ 182.0' INV. IN= 630.38ANDGRASSONTOP 8" PERFORATED P.V.C. PIPE WITH SOCK 00.13% SLOPE TO D.I. TO DI STORM DRAINS BROFILTER CROSS SECTION N.T.S. W rn to LO M O M O M J J cliad h J m W m W re) i W W M W O D 0 O D O 10 qk .- :4k c 4k N N C6 04 r- O I-: J W J dFN ? o z+ z+ V_ r a-N ao a a '- W FINISHED GRADE o N EXISTING GRADE o N o 15 45.11' -24" C.P. ® 36.60' -15" R C.PO 2.18 R.C.P0 17D° o U') O N O N LO r' cV n co O c z F-it -• 0 co Or` 0 ? 0 Z Z tMD ZZ Z 10 +00 11+00 STA: 10 +00 ELEV: 630 I V) I W W 0 N 0 0 0 F 00 U, 0 + W O N0 cn0 = z od ZF Z X Wtn cn W 48.00'-15 R. C. P ° cD to M N corq cD O il D N ? O cD > j Z Z 10 +00 DATUM ELEV 620.00 0 4 M PROFILE STORM SEWER LINE/ RUN ES #18,DI #17 ,DI #16, TO DI #15 HORIZONTAL SCALE: 1"= 50.0' VERTICAL SCALE: 1"=10.0' r. • 650 640 630 620 DATUM ELEV 610.00 10 +48.00 PROFILE STORM PIPE/ ES #19 TO ES #20 HORIZONTAL SCALE: 1"= 50.0' VERTICAL SCALE: 1"=10.0' WW a a o (0 5 c ,, X 0W ~ I`I ..J n J ZtWIWWmao O 1 O w II SAND 1310- FILTER I i Jo ETAIL CROSS SECTION BELOW W to W NO coo + Z 0 'n ca. mQa + , CO . O co EXISTING GRADE o V) N a od BOTTOM OF BIOF LTER = 631.46 182.16' -8 SB1 ® 0.13% EXISTING 15" CMP ®0.60% 0 M O r 0i V)n v» c0 co 0 0 0 0 0 0 4 4 4 co Z' Z co (D co Z Z 10 +(00 11+00 PROFILE STORM SEWER LINE/ RUN DI #24, #23,T0 ES #25HORIZONTALSCALE: 1' = 50.0' VERTICAL SCALE: 1"=10.0' 12 +00 65640 DATUM ELEV 620.00 12 +36.38 ALTERNATE DI -7 3:1 SLOPE LOCATION TO MAX) TOP DI - 7 REPLACE CLEAN - OUT SOD TURF 632.46 SEE NOTE 1 m 670 660 660 650 650 640 L 640 630 630 620 DATUM ELEV DATUM ELEV 620.00 610.00 GLOECKNER ENGINEERING SURVEYING INC. ENGINEERS - SURVEYORS PLANNERS - 508 DALE AVENUE, SUITE A CHARLOTTESVILLE, VA. 22903 Tel. 434 - 971 -1591 Fox. 434 - 293 -7612 Copyright No. Issue - Revision Date 1 Schematic Design Submission 4/4/08 2 PROGRESS PRINT 8/25/0 3 66% DD PROGRESS SET 9/5/08 4 PRELIMINARY SITE PLAN TO CO. 9/29/08 3 100% DD SUBMISSION 10/17/08 St. Anne's - 6 Lower diddle School Foulconer Rood Charlottesville,, Virginia 6GA 07020 STORM SEWER PROFILES AND BIO- FILTER JOB. NO. 07- 029 -00 DWG. NAME 07029SP5.DWG SCALE 10 +00 11+00 STA: 10 +00 ELEV: 630 I V) I W W 0 N 0 0 0 F 00 U, 0 + W O N0 cn0 = z od ZF Z X Wtn cn W 48.00'-15 R. C. P ° cD to M N corq cD O il D N ? O cD > j Z Z 10 +00 DATUM ELEV 620.00 0 4 M PROFILE STORM SEWER LINE/ RUN ES #18,DI #17 ,DI #16, TO DI #15 HORIZONTAL SCALE: 1"= 50.0' VERTICAL SCALE: 1"=10.0' r. • 650 640 630 620 DATUM ELEV 610.00 10 +48.00 PROFILE STORM PIPE/ ES #19 TO ES #20 HORIZONTAL SCALE: 1"= 50.0' VERTICAL SCALE: 1"=10.0' WW a a o (0 5 c ,, X 0W ~ I`I ..J n J ZtWIWWmao O 1 O w II SAND 1310- FILTER I i Jo ETAIL CROSS SECTION BELOW W to W NO coo + Z 0 'n ca. mQa + , CO . O co EXISTING GRADE o V) N a od BOTTOM OF BIOF LTER = 631.46 182.16' -8 SB1 ® 0.13% EXISTING 15" CMP ®0.60% 0 M O r 0i V)n v» c0 co 0 0 0 0 0 0 4 4 4 co Z' Z co (D co Z Z 10 +(00 11+00 PROFILE STORM SEWER LINE/ RUN DI #24, #23,T0 ES #25HORIZONTALSCALE: 1' = 50.0' VERTICAL SCALE: 1"=10.0' 12 +00 65 640 DATUM ELEV 620.00 12 +36.38 ALTERNATE DI -7 3:1 SLOPE LOCATION TO MAX) TOP DI - 7 REPLACE CLEAN - OUT SOD TURF 632.46 SEE NOTE 1 m 670 660 660 650 650 640 L 640 630 630 620 DATUM ELEV DATUM ELEV 620.00 610.00 GLOECKNER ENGINEERING SURVEYING INC. ENGINEERS - SURVEYORS PLANNERS - 508 DALE AVENUE, SUITE A CHARLOTTESVILLE, VA. 22903 Tel. 434 - 971 -1591 Fox. 434 - 293 -7612 Copyright No. Issue - Revision Date 1 Schematic Design Submission 4/4/08 2 PROGRESS PRINT 8/25/0 3 66% DD PROGRESS SET 9/5/08 4 PRELIMINARY SITE PLAN TO CO. 9/29/08 3 100% DD SUBMISSION 10/17/08 St. Anne's - 6 Lower diddle School Foulconer Rood Charlottesville,, Virginia 6GA 07020 STORM SEWER PROFILES AND BIO- FILTER JOB. NO. 07- 029 -00 DWG. NAME 07029SP5.DWG SCALE 10 +00 DATUM ELEV 620.00 0 4 M PROFILE STORM SEWER LINE/ RUN ES #18,DI #17 ,DI #16, TO DI #15 HORIZONTAL SCALE: 1"= 50.0' VERTICAL SCALE: 1"=10.0' r. • 650 640 630 620 DATUM ELEV 610.00 10 +48.00 PROFILE STORM PIPE/ ES #19 TO ES #20 HORIZONTAL SCALE: 1"= 50.0' VERTICAL SCALE: 1"=10.0' WW a a o (0 5 c ,, X 0W ~ I`I ..J n J ZtWIWWmao O 1 O w II SAND 1310- FILTER I i Jo ETAIL CROSS SECTION BELOW W to W NO coo + Z 0 'n ca. mQa + , CO . O co EXISTING GRADE o V) N a od BOTTOM OF BIOF LTER = 631.46 182.16' -8 SB1 ® 0.13% EXISTING 15" CMP ®0.60% 0 M O r 0i V)n v» c0 co 0 0 0 0 0 0 4 4 4 co Z' Z co (D co Z Z 10 +(00 11+00 PROFILE STORM SEWER LINE/ RUN DI #24, #23,T0 ES #25HORIZONTALSCALE: 1' = 50.0' VERTICAL SCALE: 1"=10.0' 12 +00 65640 DATUM ELEV 620.00 12 +36.38 ALTERNATE DI -7 3:1 SLOPE LOCATION TO MAX) TOP DI - 7 REPLACE CLEAN - OUT SOD TURF 632.46 SEE NOTE 1 m 670 660 660 650 650 640 L 640 630 630 620 DATUM ELEV DATUM ELEV 620.00 610.00 GLOECKNER ENGINEERING SURVEYING INC. ENGINEERS - SURVEYORS PLANNERS - 508 DALE AVENUE, SUITE A CHARLOTTESVILLE, VA. 22903 Tel. 434 - 971 -1591 Fox. 434 - 293 -7612 Copyright No. Issue - Revision Date 1 Schematic Design Submission 4/4/08 2 PROGRESS PRINT 8/25/0 3 66% DD PROGRESS SET 9/5/08 4 PRELIMINARY SITE PLAN TO CO. 9/29/08 3 100% DD SUBMISSION 10/17/08 St. Anne's - 6 Lower diddle School Foulconer Rood Charlottesville,, Virginia 6GA 07020 STORM SEWER PROFILES AND BIO- FILTER JOB. NO. 07- 029 -00 DWG. NAME 07029SP5.DWG SCALE 10 +(00 11+00 PROFILE STORM SEWER LINE/ RUN DI #24, #23,T0 ES #25HORIZONTALSCALE: 1' = 50.0' VERTICAL SCALE: 1"=10.0' 12 +00 65640 DATUM ELEV 620.00 12 +36.38 ALTERNATE DI -7 3:1 SLOPE LOCATION TO MAX) TOP DI - 7 REPLACE CLEAN - OUT SOD TURF 632.46 SEE NOTE 1 m 670 660 660 650 650 640 L 640 630 630 620 DATUM ELEV DATUM ELEV 620.00 610.00 GLOECKNER ENGINEERING SURVEYING INC. ENGINEERS - SURVEYORS PLANNERS - 508 DALE AVENUE, SUITE A CHARLOTTESVILLE, VA. 22903 Tel. 434 - 971 -1591 Fox. 434 - 293 -7612 Copyright No. Issue - Revision Date 1 Schematic Design Submission 4/4/08 2 PROGRESS PRINT 8/25/0 3 66% DD PROGRESS SET 9/5/08 4 PRELIMINARY SITE PLAN TO CO. 9/29/08 3 100% DD SUBMISSION 10/17/08 St. Anne's - 6 Lower diddle School Foulconer Rood Charlottesville,, Virginia 6GA 07020 STORM SEWER PROFILES AND BIO- FILTER JOB. NO. 07- 029 -00 DWG. NAME 07029SP5.DWG SCALE U ROUTE 250TOU -S— NER ,DRJVIFAIJLCO' ROU 855)' 18 A 0 E 1 . L4 1 0 8+00 0 cc) mw I CM0 0 0 L* L l= dCON 0 r 670 M 650 M-K 630 620 610 600 DATUM ELEV 595.00 n r 0 lo 9+01 rr Ic MAGNETIC MERIDIAN 0 10 20 40 SCALE IN FEET NOTE: ADD 72.0' OF 8" DDUCTILE IRON PIPE. MOVE EXISTING VALVE TO NEW LOCATION AS SHOWM INSTALL AN 8" X 6" REDUCER AND EXTEND 6" DUCTILE IRON PIPE TO COMP-LETE LOOP. ALL PIPE WILL BE CLASS 52 D.I. NOTE: LOWER EXISTING 8" WATERLINE AS SHOWN IN THE PROFILE BELOW N OTE: MOVE FIRE HYDRANT ASSEMBLY TO NEW LOCATION p I l 1 q N., X% 1PIK ()p -------- 0 640. (0 x 0F".F' MH A\w ;f o- _ 00 00 0, 640 00 C)? C N O ( 0 -40.SC\A () ( D 000000- PROPOOp PROPOSE PRO PO C9 ROPOSEP /1Q DI -7 39 S,v TYPE 11DININGGRATE r / / 1,01 ) jA 5 Id Copyright Q No.Issue - Revision Date 1 Schematic Design Submission 4/4/08 2 PREUMINARY SITE PLAN TO CO.9/29/08 3 100% DD SUBMISSION 10/17/08 MOVE HYDRANT ASSEMBLY TO NEW LOCATION EXISTING GRADE St. Anne's - Belffield Lower / Middle School Foulconer Road Charlot tesville,, Virginia BGA 07020 WATERLINES PLAN AND PROFILE TO COMPLETE LOOP AND SERVE NEW SCHOOLS JOB. NO. 07-029-00 C3eODWG. NAME 07029SP5.DWG SCALE 1 51=20t 0 C: M m r 0) EXISTING GRADE FINISHED GRADE 670 M 650 M-K 630 620 610 600 DATUM ELEV 595.00 n r 0 lo 9+01 rr Ic MAGNETIC MERIDIAN 0 10 20 40 SCALE IN FEET NOTE: ADD 72.0' OF 8" DDUCTILE IRON PIPE. MOVE EXISTING VALVE TO NEW LOCATION AS SHOWM INSTALL AN 8" X 6" REDUCER AND EXTEND 6" DUCTILE IRON PIPE TO COMP-LETE LOOP. ALL PIPE WILL BE CLASS 52 D.I. NOTE: LOWER EXISTING 8" WATERLINE AS SHOWN IN THE PROFILE BELOW N OTE: MOVE FIRE HYDRANT ASSEMBLY TO NEW LOCATION p I l 1 q N., X% 1PIK ()p -------- 0 640. (0 x 0F".F' MH A\w ;f o- _ 00 00 0, 640 00 C)? C N O ( 0 -40.SC\A () ( D 000000- PROPOOp PROPOSE PRO PO C9 ROPOSEP /1Q DI -7 39 S,v TYPE 11DININGGRATE r / / 1,01 ) jA 5 Id 8+00 9+00 10+00 11 X00 12+00 13+00 WATERLINE PROFILE MAIN LOOP HORIZONTAL SCALE: 1"= 50.0)' VERTICAL SCALE: 1"=10.0' 670 Mac G-W§ 640 630 620 610 600 DATUM ELEV 595.00 14+00 0 M m A o 0 A BOWIE GRIDLEY ARCHITECTS, P.L.L.C. 1010 WISCONSIN AVE, N.W. SUITE 400 WASHINGTON, D.C. 20007 TEL (202) 337-0888 FAX (202) 337-2626 GLOECKNER ENGINEERING SURVEYING INC. ENGINEERS - SURVEYORS PLANNERS - 508 DALE AVENUE, SUITE A CHARLOTTESVILLE, VA. 22903 Tel. 434-971-1591 Fox. 434-293-7612 Copyright Q No.Issue - Revision Date 1 Schematic Design Submission 4/4/08 2 PREUMINARY SITE PLAN TO CO.9/29/08 3 100% DD SUBMISSION 10/17/08 MOVE HYDRANT ASSEMBLY TO NEW LOCATION EXISTING GRADE St. Anne's - Belffield Lower / Middle School Foulconer Road Charlot tesville,, Virginia BGA 07020 WATERLINES PLAN AND PROFILE TO COMPLETE LOOP AND SERVE NEW SCHOOLS JOB. NO. 07-029-00 C3eODWG. NAME 07029SP5.DWG SCALE 1 51=20t 0 M 0) EXISTING GRADE FINISHED GRADE z X Li LOWER W NTERLINE COVER 0 C , -1 77 NOTE:W REMOVE PLUG. CONNECT NEW 8" (n V) NOTE: M 2 DUCTILE IRON CLASS 52 PIPE.6 CLASS LOWER EXISTING WATERLINE FROM W V) 0 IROSTA. 7+98.58 TO STA. 10+00.00 TO A pip DEPTH WITH MINIMUM 3.0' OF COVER 00 0 BELOW FINISHED G-RADE AS SHOWN. z o6 0) Li 0 Li W A j z 0 W I V)0 z X z z F=F= V) 0 i C14 V) 5z V) X W W W X W z 00 0 0 0 C 0 0 0 0 0 00 5 00 8 C rl-00 00 OD 0 O Lr)0 U")0 C14 00 0 0 Lf)06 1: It 4 6 0)6 Q It Q CY) K) L n C%4 It C O 0 o to co to V) Q Q tD>D to Q to co V)n V)N V)V) 8+00 9+00 10+00 11 X00 12+00 13+00 WATERLINE PROFILE MAIN LOOP HORIZONTAL SCALE: 1"= 50.0)' VERTICAL SCALE: 1"=10.0' 670 Mac G-W§ 640 630 620 610 600 DATUM ELEV 595.00 14+00 0 M m A o 0 A BOWIE GRIDLEY ARCHITECTS, P.L.L.C. 1010 WISCONSIN AVE, N.W. SUITE 400 WASHINGTON, D.C. 20007 TEL (202) 337-0888 FAX (202) 337-2626 GLOECKNER ENGINEERING SURVEYING INC. ENGINEERS - SURVEYORS PLANNERS - 508 DALE AVENUE, SUITE A CHARLOTTESVILLE, VA. 22903 Tel. 434-971-1591 Fox. 434-293-7612 Copyright Q No.Issue - Revision Date 1 Schematic Design Submission 4/4/08 2 PREUMINARY SITE PLAN TO CO.9/29/08 3 100% DD SUBMISSION 10/17/08 St. Anne's - Belffield Lower / Middle School Foulconer Road Charlot tesville,, Virginia BGA 07020 WATERLINES PLAN AND PROFILE TO COMPLETE LOOP AND SERVE NEW SCHOOLS JOB. NO. 07-029-00 C3eODWG. NAME 07029SP5.DWG SCALE 1 51=20t 7 \A n Z a Z O 640 630 IC 610 a 11+0010 +00 WATERLINE PROFILE FEED SPUR FROM MAIN LOOP TO BUILDING HORIZONTAL SCALE: 1 "= 50.0' VERTICAL SCALE: 1" =10.0' 670 04.16 • 650 640 630 620 610 600 DATUM ELEV 595.00 12 +00 cp N ,2 0 . 1 2 5 ' ELBOW s EXIISTING F PUMP STATION l T.B.R.) - - SF O •0 - 0 ELBOW Ir / 630 620 610 12 +42.85 BOWIE GRIDLEY ARCHITECTS, P.L.L.C. 1010 WISCONSIN AVE, N.W. SUITE 400 WASHINGTON, D.C. 20007 TEL (202) 337 -0888 FAX (202) 337 -2626 F LOECKNER NGINEERING SURVEYING INC. ENGINEERS - SURVEYORS PLANNERS - 508 DALE AVENUE, SUITE A CHARLOTTESVILLE, VA. 22903 Tel. 434 - 971 -1591 Fax. 434 - 293 -7612 Copyright Q No.Issue — Revision Date 1 w Q z Jd 4/4/08 2 PRELIMINARY SITE PLAN TO CO.9/29/08 3 100% DD SUBMISSION 10/17/08 J St. Anne's - Bel field lower diddle School Foulconer Rood Chariot tesville, Virginia 6GA 07020 WATERLINES PLAN AND PROFILE TO COMPLETE LOOP AND SERVE NEW SCHOOLS JOB. NO. 07-029-00 o DWG. NAME 07029SP5. DWG SCALE 1 " = 20' NOTE: REMOVE PLUG. CONNECT NEW FINISHED GRADE DUCTILE IRON CLASS 52 PIPE EXISTING GRADE TO COMPLETE LOOP. o COVER o z COVERri Q EXISTING GRADE oyt6" CLASS 5i2 DUCTILE IRON PIE z o J X o0 00 0 0 0co w x U-1 FINISHED GRADE I- w w 1 to x Q= C9 cfl w n co 00 cDtorcp X to M p 0o J N N N I¢-N d a)O FINISHED GRADE EXISTING GRADE N r- ca o o n 0 L6 -q.14- to cV ai Z O tri co 2 DUCTILE IRON PI M to 6" CLASS o COVER 0 o: 6" CLASS 52 IjUCTILE IRON PIPE Uj Q Z3 O z Q U 0 o j 3 o DATUM ELEV w r'w DATUM ELEV w in 2 00 co 4 w 600.00 i bo is 600.00 N o o=o a x o Q o to z Q Q in M t 1- U)C c6 F- V) O M0) n N cr aW V) n N n W 10 +00 WATERLINE PROFILE FEED SPUR FROM MAIN LOOP TO BUILDING HORIZONTAL SCALE: 1 "= 50.0' VERTICAL SCALE: 1" =10.0' 670 04.16 • 650 640 630 620 610 600 DATUM ELEV 595.00 12 +00 cp N ,2 0 . 1 2 5 ' ELBOW s EXIISTING F PUMP STATION l T.B.R.) - - SF O •0 - 0 ELBOW Ir / 630 620 610 12 +42.85 BOWIE GRIDLEY ARCHITECTS, P.L.L.C. 1010 WISCONSIN AVE, N.W. SUITE 400 WASHINGTON, D.C. 20007 TEL (202) 337 -0888 FAX (202) 337 -2626 F LOECKNER NGINEERING SURVEYING INC. ENGINEERS - SURVEYORS PLANNERS - 508 DALE AVENUE, SUITE A CHARLOTTESVILLE, VA. 22903 Tel. 434 - 971 -1591 Fax. 434 - 293 -7612 Copyright Q No.Issue — Revision Date 1 Schematic Design Submission 4/4/08 2 PRELIMINARY SITE PLAN TO CO.9/29/08 3 100% DD SUBMISSION 10/17/08 St. Anne's - Bel field lower diddle School Foulconer Rood Chariot tesville, Virginia 6GA 07020 WATERLINES PLAN AND PROFILE TO COMPLETE LOOP AND SERVE NEW SCHOOLS JOB. NO. 07-029-00 DWG. NAME 07029SP5. DWG SCALE 1 " = 20' REMOVE END SECTI `o EXISTING GRATE \M 9 > !y AND PIPE TEA L °`E REPLACE WITH PE IIIOVEG ` EtE LACE MANHTK I -9 r - 7 GRATE GRACE• SP,q WITH A FLU CON CTIO SET TOP C£ xANDNEWE NOTE: REMOVE PLUG AND INSTALL c I O A 6" WATER VALVE /! EXISTING CONVOCATION CENTER o ( TO REMAIN) U 0 ti\ X- f 1 14 +00 15+00 16 +00 WATERLINE PROFILE MAIN LOOP HORIZONTAL SCALE: 1"= 50.0' VERTICAL SCALE: 1"=10.0' 17 +00 18+00 670 650 C'17 Me] 620 610 600 DATUM ELEV 595.00 18 +56.18 NOTE: REMOVE PLUG. CONNECT NEW FINISHED GRADE DUCTILE IRON CLASS 52 PIPE EXISTING GRADE TO COMPLETE LOOP. COVER o z COVERri r° Z COVER oyt6" CLASS 5i2 DUCTILE IRON PIE o J X o0 0 0 0 0 0co w w w w 1 to x co 00 cDtorcpioto H N N N I¢-N d a)O to d N r- ca I n 0 L6 -q.14- to cV ai 0;O tri co co W to 14 +00 15+00 16 +00 WATERLINE PROFILE MAIN LOOP HORIZONTAL SCALE: 1"= 50.0' VERTICAL SCALE: 1"=10.0' 17 +00 18+00 670 650 C'17 Me] 620 610 600 DATUM ELEV 595.00 18 +56.18 NOTES: 1. MINIMUM WALL THICKNESS FOR PRECAST OR POUR -IN -PLACE VAULTS SHALL BE 4" MINIMUM WALL THICKNESS FOR VAULT CONSTRUCTED OF MASONARY BLOCK SHALL BE 8 ". 2. THE OUTSIDE OF THE VAULT BELOW GRADE SHALL BE COATED WITH AN APPROVED WATER PROFING COMPOUND 3. PROVIDE A FLOOR DRAIN WITH A 2" DRAIN PIPE RUN TO DAYLIGHT OR INSTALL A SUMP PUMP. IN EITHER CASE THE FLOOR OF THE VAULT SHALL SLOPE TO THE DRAIN OR SUMP. TYPICAL METER VAULT (3" METER) N TS FIG. W -7D NOTE: 1. SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE. 2. MAINTAIN A 3' MIN. COVER FROM THE MAIN TO THE FIRE HYDRANT INCLUDING DITCHES ) 3. FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND VALVE BOX. 4. THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH. IT IS NOT ALLOWED IN THE DITCH. TYPICAL FIRE HYDRANT ASSEMBLY DETAIL N.T.S. FIG. W -4 TD -17 PLACE 5' GALV. " WITNESS " POST PAINTED BLUE TO INDICATE VALVE LOCATION AS DIRECTED. MARKER LOCATION MAY BE SUBJECT TO HIGHWAY DEPARTMENT APPROVAL. FINISHED GRADE - 0 r- 9t Z N in TD -18 M.J. GATE VALVE WATER 2500 P.S.I. CONCRETE THRUST BLOCK TD -24 GOOD FOUNDATION MATERIAL FRAME & COVER SEE FIG. S- I -D,E) BEDDING STONE INITIAL BACKFILL STABLE SOIL ROCK SCRAPE THE BOTTOM OF THE TRENCH. REMOVE ALL STONES TO INSURE THE PIPE DOESN'T REST ON ROCK AND THEN COMPACT THE SOIL OR PROVIDE A 4" BEDDING OF 68 STONE. FOUNDATION IN POOR SOIL UNDER -CUT CONDITION 24 "MIN INITIAL BACKFILL UNSTABLE g 80SOILMINMIN. 8 STONE r. 4 A STABLE SOIL OR ROCK NOTE: 1. NO ROCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER LINES. 2. NO ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL BE ALLOWED ABOVE THE INITIAL BACKFILL. 3. THE INITIAL BACKFILL SHALL BE PLACED AND COMPACTED IN 6" LIFTS. 4. NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED IN THE TRENCH. 5. BELL HOLES SHALL BE DUG OUT IN ALL CASES, DUCTILE IRON WATER PIPE INSTALLATION & BEDDING N TS FIG. W -2 TONE TD -13 TD -1 1 / 2" Z " MINIMUM AVERAGE WEIGHT RING 190 Ibs. COVER 120 Ibs. 310 Ibs. 1 3/ 7 1/2" 4 3/8" ADJUSTABLE VALVE BOX W/ LID BINGHAM & TAYLOR FIG. NO. 4905 SCREW TYPE) OR APPROVED EQUAL 45' MAX 2 Ic PLUG L 45' MAX a j 1 FOR TEE OR WYE FITTINGS WIDEN TRENCH TO ACCOMMODATE ANCHOR IF 45REQUIRED BEDDING AS REQUIRED SOLID COVER SHOWN PERFORATED AVAILABLE IF SPECIFIED STANDARD LETTERS UNLESS OTHERWISE SPECIFIED TOP OF COVER BOTTOM OF COVER SUPER CAST, INC. MODEL NO. MH -RCR -2001 OR APPROVED EQUAL 1 1 /2" 4 3/4" tj T 1/2" TYPICAL MANHOLE FRAME 8c COVER N TS FIG S -I -D LINE 2'x 2' BEARING AREA. 45' MIN H to ° LLYO415 * T SECTION 1 -1 T SECTION 2 -2 PIPE DEGREE BEND DIMENSIONS VOL.TEE AND PLUGS VOL. SIZE OF FEET)CUND.FEET)CU.YD. J BEND 10/17/08 L H T L 120"- T 90 2.50 2.50 3.01 0.24 WALL SLEEVES "BLOCK 18 MIN. 45 2.00 2.25 2.60 0.15 NOTE: HYDRANT MUST BE 2.25 AWATERPROOFSEAL 0.15 JOB. NO. 07- 029 -00 22 1/2 1.50 2.00 2.52 0.10 EQUIPPED WITH CHARLOTTES- 11 1/4 1.50 2.00 2.50 0.10 KENNEDY GUARDIAN (K -81 A)VILLE THREADS WHICH IS 90 3.66 3.16 3.21 0.48 r8 MUELLER CENTURION (A -423)THE LOCAL STANDARD. 2.77 0.26 TEST CONNECTION 2.91 2.66 0.32 22 1/2 1.66 OR APPROVED EQUAL 2.69 0.13 STRAINER METER 18"MIN. 11 1/4 72"MIN, 0.13 LENGTH OF BRANCH VARIES 0 b 3.83 3.42 0.83 6' MIN T;T_2' TO 10' am 2.95 2.86 0.43 0.24 15" 4.00 2.83 11 1/4 1 1.83 1 2.33 1 2.84 0.18 a M MIN MIN• 18"LAYING LENGTH MIN.FT.18" VALVE BO X 0 3;; STANDARD METER 1 425 ""is a'GRAVEL 3 COMPOUND METER2 25 36 "MIN .,6" GATE VALVE 24" X 36" ALUMINUM ACCESS HATCH TEE OVER METER AND TEST TAP 2500 P.S.I. CONCRETE BASE AND THRUST J ' • c °Q BLOCK AGAINST STEPS SHALL BE RUBBER TEST CONNECTION COATED STEEL, WEDG -LOK r UNDISTURBED STABLE SOIL. AS MAN. BY DELTA COUPLING STEEL PILE 3/4 „ THREADED RODS TO PRODUCTS OR APP'D. EQUAL 2" GATE VALVE MAIN IN ALL INSTALLATIONS.12" DRESSER WITH THREADED RO ANIZED 36" MIN. COUPLING CONNECTIONS OR ASPHALT CO p 54" MAX.METER 60" MIN.WHEN THE SOIL IS DISTURBED OR WHEN 2" GALV. PIPE A HYDRANT IS LOCATED IN A FILL,ANCHOR STRAINER THE VALVE TO THE HYDRANT WITH 2 -3/4" THREADED RODS IN ADDITION TO POURING 12" MIN.15" 6"CONCRETE. IF NECESSARY, A STEEL PILE 30" MAX.MIN. MIN.BLOCK SHALL BE USED AS ADDITIONAL SUPPORT TD -13 TD -1 1 / 2" Z " MINIMUM AVERAGE WEIGHT RING 190 Ibs. COVER 120 Ibs. 310 Ibs. 1 3/ 7 1/2" 4 3/8" ADJUSTABLE VALVE BOX W/ LID BINGHAM & TAYLOR FIG. NO. 4905 SCREW TYPE) OR APPROVED EQUAL 45' MAX 2 Ic PLUG L 45' MAX a j 1 FOR TEE OR WYE FITTINGS WIDEN TRENCH TO ACCOMMODATE ANCHOR IF 45REQUIRED BEDDING AS REQUIRED SOLID COVER SHOWN PERFORATED AVAILABLE IF SPECIFIED STANDARD LETTERS UNLESS OTHERWISE SPECIFIED TOP OF COVER BOTTOM OF COVER SUPER CAST, INC. MODEL NO. MH -RCR -2001 OR APPROVED EQUAL 1 1 /2" 4 3/4" tj T 1/2" TYPICAL MANHOLE FRAME 8c COVER N TS FIG S -I -D LINE 2'x 2' BEARING AREA. 45' MIN H to ° LLYO415 * T SECTION 1 -1 T SECTION 2 -2 PIPE DEGREE BEND DIMENSIONS VOL.TEE AND PLUGS VOL. SIZE OF FEET)CUND.FEET)CU.YD. 3 BEND 10/17/08 L H T L H T 90 2.50 2.50 3.01 0.24 4" & 6"45 2.00 2.25 2.60 0.15 2.00 2.25 2.50 0.15 JOB. NO. 07- 029 -00 22 1/2 1.50 2.00 2.52 0.10 11 1/4 1.50 2.00 2.50 0.10 90 3.66 3.16 3.21 0.48 r8 45 2.66 2.66 2.77 0.26 3.16 2.91 2.66 0.32 22 1/2 1.66 2.16 2.69 0.13 11 1/4 1.66 2.16 2.67 0.13 90 4.83 3.83 3.42 0.83 110 & 12 45 22 1/2 3.33 2.33 3.58 2.58 2.95 2.86 0.43 0.24 3.83 4.00 2.83 0.52 11 1/4 1 1.83 1 2.33 1 2.84 0.18 1. THRUST BLOCKS ARE REQUIRED WHENEVER THE PIPELINE: CHANGES DIRECTION, CHANGES SIZE, DEAD ENDS AND AT VALVES. 2. USE 2500 P.S.I. CONCRETE. 3. NO CONCRETE SHALL BE POURED ON ANY PART OF THE JOINT. 4. THE CONSULTING ENGINEER SHALL BE RESPONSIBLE TO THE VERIFY THE TYPE & SIZE OF ALL THRUST BLOCKS. CONCRETE THRUST BLOCKS N TS FIG. W- 3 TD -14 TD -4 ROCKY FOUNDATION MATERIAL SLOPED AREA - DETAIL NOTE: IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE. TYPICAL GATE VALVE N TS FIG. W -5 STREET SURFACE OR NON -PAVED AREA 1' -0" MAX 2' -0" WEDG -LOK" TYPE RUBBER COATED STEEL STEPS OR APPROVED ' EQUAL CAST IN PLACE 3' -0" MIN PRECAST REINFORCED ' CONCRETE SECTIONS 12 IN 0" RING SEALS 16"' MAX MINIMUM ELEVATION T_ DIFFERENCE ACROSS M.H. 5" • 4' -0" FROM INLET TO OUTLET SHALL BE 0.20 FEET. CONCRETE VARIES DEPTH OF FLOW FILLETS • CHANNEL TO BE E 3/4 DIAMETER OF CONTRIBUTING • SEWER. , ° • :,••. : • ,' 12" A FILLETED INVERT FOR A SMOOTH TRANSITION OF FLOW BETWEEN INLET & OUTLET PIPE MIN. 6" BEDDING SHALL BE PROVIDED. W/ NO. 68 STONE NOTE:: 1. BEDDING THICKNESS REQUIREMENT SHOWN IS MINIMUM AND SHALL BE SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS. 2. THE CONSULTANT WILL DETERMINE WEITHER MANHOLES SHALL HAVE EXTENDED OR NON- EXTENDED BASES.. 3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED INSIDE AND OUT. TYPICAL MANHOLE SECTION SHOWING BRANCH TIE -IN N TS FIG. S -II -A BOWIE GRIDLEY ARCHITECTS, P.L.L.C. 1010 WISCONSIN AVE, N.W. SUITE 400 ' WASHINGTON, D.C. 20007 TEL (202) 337 -0888 FAX 202 337 -2626 FENGINEERING SURVEYING INC. ENGNEERS - SURVEYORS PLANNERS - 508 DALE AVENUE, SUITE A CHARLOTTESVILLE, VA. 22903 Tel. 434 - 971 -1591 Fax. 434 - 293 -7612 Copyright I - Revision " 1 Schematic Design Submission 4/4/08 2 SITE PLAN SUBMITTAL 9/29/08 3 100% DD SUBMISSION 10/17/08 S t, Anne's - Belfield Lower Diddle School F'oulconer Rood Charlottesville,, Virginia BGA 07020 ALBEMARLE COUNTY SERVICE AUTHORITY WATER AND SEWER DETAILS JOB. NO. 07- 029 -00 C3DWG. NAME 07029 S P5. DWG SCALE 1 " =20' FOR ALL BENDS L STABLE SOIL OR ROCK 22 1 /4" 24 1/2" 33 1/4" BOWIE GRIDLEY ARCHITECTS, P.L.L.C. 1010 WISCONSIN AVE, N.W. SUITE 400 WASHINGTON, D.C. 20007 TEL (202) 337 -0888 FAX (202) 337 -2626 GLOECKNER ENGINEERING SURVEYING INC. ENGNEERS - SURVEYORS PLANNERS — 508 DALE AVENUE, SUITE A CHARLOTTESVILLE, VA. 22903 Tel. 434 - 971 -1591 Fax. 434 - 293 -7612 Copyright No.Issue — Revision Date 1 Schematic Design Submission 4/4/08 2 PROGRESS PRINT 8/25/08 3 66% DD PROGRESS SET 9/5/08 4 PRELIMINARY SITE PLAN TO CO.9/29/08 5 100% DD SUBMISSION 10/17/08 St. Anne's - Bel field lower Diddle School Foulconer Rood Charlottesville,, Virginia 8GA 07020 SANITARY SEWER AND ROOF DRAINS TO CISTERN PLAN JOB. NO. 07- 029 -00 C4eODWG. NAME 07029SP5.DWG SCALE 1 " =20' BOWIE GRIDLEY ARCHITECTS, P.L.L.C. 1010 WISCONSIN AVE, N.W. SUITE 400 WASHINGTON, D.C. 20007 TEL (202) 337 -0888 FAX 202 337 -2626 640 630 620 1.00' 610 60 TUN ELEV 595.00 Lri t to t z j to (o z ( o z > to (o (o j z z Z 0 z — 10 +00 640 630 Ayzill 61 DATUM ELEV 600.00 It to 11+00 12 +00 PROFILE SANITARY SEWER LINES PUMP STATION A TO B, C, D, AND E. HORIZONTAL SCALE: 1"= 50.0' VERTICAL SCALE: 1"=10.0' 13 +00 14 +00 640 630 620 610 600 DATUM ELEV 595.00 14 +58.82 EXISTING GRADE x FINISHED GRADE m s A r O _ o + FINISHED GRADE EXISTING GRADE r": = -' N =W O + — r V) z a O -''" + J a F - _ _. c d O 5 pVC PIPE ®8'2 3014 _ SCHED LE 3 3 133. 2' -8" SCHEDULE 35 PVC PIPE ® 1.50% O o O O r M c0 co to co to (0 a0 M Z 0 O Z_ (o O co N D t N 04 P7 M 't ° o Z Z (fl to Z toZ to tm (o (o to j z 10 +00 11+00 12 +00 VI I V SANITARY SERER LINES BTOF HORIZONTAL SCALE: 1"= 50.0' VERTICAL SCALE: 1 "= 101.0' 13 +00 14+00 640 630 620 610 DATUM ELEV 600.00 14 +67.28 GLOECKNER ENGINEERING SURVEYING INC. ENGINEERS - SURVEYORS PLANNERS - 508 DALE AVENUE, SUITE A CHARLOTTESVILLE, VA. 22903 Tel. 434 - 971 -1591 Fox. 434 - 293 -7612 Copyright Q No. Issue - Revision Date 1 Schemotic Design Submission 4/4/08 2 SITE PLAN SUBMITTAL 9/29/08 3 100% DD SUBMISSION 10/17/08 St. Anne's - Belfield lower Diddle School Foulconer Road Charlottesville, Virginia 6GA 07020 SANITARY SEWER PROFILES JOB. NO. 07- 029 -00 DWG. NAME 07029SP5.DWG SCALE 1 " =20' EXISTING GRADE z ww a o zz MAN LLE "Al" TO BE INSTALLED TO PPICK QQ xx FFINISHED GRADE a- UP S PPTIC TANK INFLOW ONCE TANK d a O d w m c w = HEDULE 35 PVC IIISRMMOVEDaa Z co _5 SC a =OOOH 0 o L000 W FINISHED GGRADE 0 04 V i 33 NN '66A _ LU v o :a < EEXISTING GRADE NN oo QQ oo 1" AAPE ®18 NN U +w O O 004 ww tto (n ZZ f "PSG P ooo IwO a OO NN aa " V J5 P q6 II_ F 1 -Q O F w V E N ZZ(n NN ~ A S M LLI J O N a0z AZ S M WW QQO U- a 607.0 _ a _ N XX3'1 <oo Z z o a N zz aa 5C 7 5 %3 oo m O 110.19 -8" SCHEDULE 35 PVC PIPE ®2.09! n 3 • p P n " n PPVC PIPE ®2.09 t to M OO OO —O jj O OO OO ( 6 (6 > O OO ? O III II I r- ?DD „n ? II III — O O Z M rj jj O ttri >I to jj OO C7 sst UU 10 +00 640 630 Ayzill 61 DATUM ELEV 600.00 It to 11+00 12 +00 PROFILE SANITARY SEWER LINES PUMP STATION A TO B, C, D, AND E. HORIZONTAL SCALE: 1"= 50.0' VERTICAL SCALE: 1"=10.0' 13 +00 14 +00 640 630 620 610 600 DATUM ELEV 595.00 14 +58.82 EXISTING GRADE x FINISHED GRADE m s A r O _ o + FINISHED GRADE EXISTING GRADE r": = -' N =W O + — r V) z a O -''" + J a F - _ _. c d O 5 pVC PIPE ®8'2 3014 _ SCHED LE 3 3 133. 2' -8" SCHEDULE 35 PVC PIPE ® 1.50% O o O O r M c0 co to co to (0 a0 M Z 0 O Z_ (o O co N D t N 04 P7 M 't ° o Z Z (fl to Z toZ to tm (o (o to j z 10 +00 11+00 12 +00 VI I V SANITARY SERER LINES BTOF HORIZONTAL SCALE: 1"= 50.0' VERTICAL SCALE: 1 "= 101.0' 13 +00 14+00 640 630 620 610 DATUM ELEV 600.00 14 +67.28 GLOECKNER ENGINEERING SURVEYING INC. ENGINEERS - SURVEYORS PLANNERS - 508 DALE AVENUE, SUITE A CHARLOTTESVILLE, VA. 22903 Tel. 434 - 971 -1591 Fox. 434 - 293 -7612 Copyright Q No. Issue - Revision Date 1 Schemotic Design Submission 4/4/08 2 SITE PLAN SUBMITTAL 9/29/08 3 100% DD SUBMISSION 10/17/08 St. Anne's - Belfield lower Diddle School Foulconer Road Charlottesville, Virginia 6GA 07020 SANITARY SEWER PROFILES JOB. NO. 07- 029 -00 DWG. NAME 07029SP5.DWG SCALE 1 " =20' 10 +00 11+00 12 +00 VI I V SANITARY SERER LINES BTOF HORIZONTAL SCALE: 1"= 50.0' VERTICAL SCALE: 1 "= 101.0' 13 +00 14+00 640 630 620 610 DATUM ELEV 600.00 14 +67.28 GLOECKNER ENGINEERING SURVEYING INC. ENGINEERS - SURVEYORS PLANNERS - 508 DALE AVENUE, SUITE A CHARLOTTESVILLE, VA. 22903 Tel. 434 - 971 -1591 Fox. 434 - 293 -7612 Copyright Q No. Issue - Revision Date 1 Schemotic Design Submission 4/4/08 2 SITE PLAN SUBMITTAL 9/29/08 3 100% DD SUBMISSION 10/17/08 St. Anne's - Belfield lower Diddle School Foulconer Road Charlottesville, Virginia 6GA 07020 SANITARY SEWER PROFILES JOB. NO. 07- 029 -00 DWG. NAME 07029SP5.DWG SCALE 1 " =20' G 45' maxi J FOR TEE OR WYE FITTIN WIDEN TRENCH TO ACCOMMODATE ANCHOR IF REQUIRED. M NG11RED T PIPE DEGREE BEND DIMENSIONS VOL.TEE AND PLUGS VOL. SIZE OF FEET)CU.YD.FEET)CU.YD. 3. BEND ANY PART OF THE JOINT. L H T L H T ALL 90 2.50 2.50 3.01 0.24 CONCRETE THRUST BLOCKS 4" & 6"45 22 1/2 2.00 1.50 2.25 2.00 2.60 2.52 0.15 0.10 2,00 2.25 2.50 0.15 JOB. NO. 07- 029 -00 11 1/4 1.50 2.00 2.50 0.10 90 3.66 3.16 3.21 0.48 8"45 2.66 2.66 2.77 0.26 22 1/2 1.66 2.16 2.69 0.13 3.16 2.91 2.66 0.32 11 1/4 1.66 2.16 2.67 0.13 90 4.83 3.83 3.42 0.83 10" & 12"45 3.33 3.58 2.95 0.43 3.83 4.00 2.83 0.52 22 1/2 2.33 2.58 2.86 0.24 11 1 /4 1.83 2.33 2.84 0.18 1.THRUST BLOCKS ARE REQUIRED WHENEVER THE PIPELINE : CHANGES DIRECTION, CHANGES Copyright SIZE,DEAD ENDS AND AT VALVES. 1 2.USE 2500 P.S.I. CONCRETE. 66% DD PROGRESS SET 9/5/08 3.NO CONCRETE SHALL BE POURED ON ANY PART OF THE JOINT. 4.THE CONSULTING ENGINEER SHALL BE RESPONSIBLE TO THE VERIFY THE TYPE & SIZE OF ALL THRUST BLOCKS. CONCRETE THRUST BLOCKS N TS FIG. W - TD -14 NOTE: FOR THRUST BLOCKS REQUIRED, USE THE ABOVE QUANTITIES AS SPECIFIED IN THE TABLE ABOVE FOR THE 4" WATERLINE. lo 60_NV 7t 42 R. F I j tN/ A CG tDER7YI 1 1 I • B. OF 1271 VI R• CIFIR / Et@PN> E i Z Zb . 75 P . 25 F UNDs STIT TE pED6 6 N OP 1 R 1 ' j M Sp t 11 .C.r N -, 1 r FO C .Op AR t3 op PON 5 +6o is+ N BG- k ___. N3 107 ' , \ SANI,TgRY • +. , owo_P.v . I '/ / - r+ , 7-- 42 MAN IE0 IN < ! / i ..... _ ,. "^ -+ / " S @A 34 f 4 • E 0 + '` - 4 BP.V.C; - x A R R 1 ZE l ' , ,. Q' EXISTING 5 , ' •,o ,_ Z/ ' `PRI CHO N r TO REMAI , S)• M.Fj AP.H. TOP = 595.57 0 0l1T= 587.37 PANEL CO t LOCATj ` (pC ! 0 . dK o SOFTISTINGBALCTO LD XISTING DI -7 w QJ0 l \ IN 397 .64', I/ I l1 3 TENNIS COURTS UP ` SAN EQ any GF' p L 1 01C-s P =, ti s 0 \ 54.0 MAGNETIC MERIDIAN 0 30 60 120 SCALE IN FEET FORCEMAIN PLAN HORIZONTAL SCALE: 1"=60' Z W M 00 670 3' P.V,C, SCHED( FORCE MAIN UUNUKtlt t$LUUK FORCE MAIN CONNECTION DETAIL N.T.S. 650 640 C- 61C 60C lATUM ELE'V 595.00 r r C fIIsIIlIll 11+00 12 +00 13 +00 14+00 15 +00 FORCEMAIN PROFILE HORIZONTAL SCALE: 1"=50' VERTICAL SCALE: 1"=10' 16 +00 17 +00 18 +00 FT 670 650 640 630 620 610 600 DATUM ELEV 595.00 BOWIE GRIDLEY ARCHITECTS, P.L.L.C. 1010 WISCONSIN AVE, N.W. SUITE 400 WASHINGTON, D.C. 20007 TEL (202) 337 -0888 FAX (202) 337 -2626 GLOE ENGINEERING S URVEYING INC. ENGINEERS - SURVEYORS PLANNERS - 508 DALE AVENUE, SUITE A CHARLOTTESVILLE, VA. 22903 Tel. 434 - 971 -1591 Fax. 434 - 293 -7612 Copyright N 1 FINAL DESIGN SUBMISSION 7/22/08 2 66% DD PROGRESS SET 9/5/08 3 RESUBMIT TO DEQ EXISTING GRAN 4 100% DD SUBMISSION 10/17/0 St. Anne's - Belfield lower Kiddie School Foulconer Road Charlottesville, Virginia BGA 070 THRUST BLOCK- DETAILS FORCE MAIN PLAN- PROFILE JOB. NO. 07- 029 -00 DWG. NAME 07029SP2.DWG SCALE y te 0 EXISTING GRADE 0 3 0' M COVER a II 3 EXISTING GRADE 0 3.0'MINI 000 M COVER P V.C. PIP AHD FORCE MAIN 3" SCNEAO m N 1 I- O 00 00 N O N O N sI• N N M 00 M 17 1*00 O r1i O Od In D 0 cD p p cD cD cD cD cfl cD cD cp CD c DD fIIsIIlIll 11+00 12 +00 13 +00 14+00 15 +00 FORCEMAIN PROFILE HORIZONTAL SCALE: 1"=50' VERTICAL SCALE: 1"=10' 16 +00 17 +00 18 +00 FT 670 650 640 630 620 610 600 DATUM ELEV 595.00 BOWIE GRIDLEY ARCHITECTS, P.L.L.C. 1010 WISCONSIN AVE, N.W. SUITE 400 WASHINGTON, D.C. 20007 TEL (202) 337 -0888 FAX (202) 337 -2626 GLOE ENGINEERING S URVEYING INC. ENGINEERS - SURVEYORS PLANNERS - 508 DALE AVENUE, SUITE A CHARLOTTESVILLE, VA. 22903 Tel. 434 - 971 -1591 Fax. 434 - 293 -7612 Copyright N 1 FINAL DESIGN SUBMISSION 7/22/08 2 66% DD PROGRESS SET 9/5/08 3 RESUBMIT TO DEQ 10/3/08 4 100% DD SUBMISSION 10/17/0 St. Anne's - Belfield lower Kiddie School Foulconer Road Charlottesville, Virginia BGA 070 THRUST BLOCK- DETAILS FORCE MAIN PLAN- PROFILE JOB. NO. 07- 029 -00 DWG. NAME 07029SP2.DWG SCALE SECTION 2 -2 FOR ALL BENDS SECTION 1 -1 TYPICAL INSTALLATION PORTABLE HOIST INCLUDED 4' DIAM, VENT W /SCREENED WITH PUMPSMUSHROOMCAP 49' LIFTING YCIGHT ELEVATION 608.00 ELEV.= 607,00 7. EV,= 602.00 6 ' INLET PIPE HIGH WATER ALARM 28' PUMP #2 ON 26' 24' AS REQ'D. 3.0' MIN, DEPTH OF COVER FLOAT MTG, BRACKET 3' P,V,C, SCHEDULE 40 4.2' GATE VALVE INTERMEDIATE RAIL SUPPORT PLACE VALVE BOX ON UNDISTURBED SOIL ONE REQUIRED FOR EACH 20 FEET OF 2' SWING CHECK VALVE BASIN DEPTH IN EXCESS OF 20 FEET,) 2' DISCH, PIPING - CAN BE GALV. STEEL OR DUCTILE IRON 1 1/2' SS PIPE GUIDE RAILS MUST BE PLUMB SUBMERSIBLE GRINDER PUMP (7 B.H.P, HOMA PUMPS) 2' DISCHARGE ELBOW 2' LIFT -OUT ASS'Y, BOTTOM OF BASIN MUST HAVE SMOOTH TROWELED SURFACE FOR MTG, SUPPORT CASTING CHECK VALVE PUMP STATION NOTE: USE CLEAR FLOW OR EQUAL SUPPLIER GATE VALVE SAINT ANNES- BELFIELD LOWER AND MIDDLE SCHOOLS SANITARY SEWER PUMP STATION 480V 30, 4- bn/IRE TVSS PANEL A - 200 AMP I GROUND 30, 4 -WIRE SERVICE FROM BUILDING SIGN EMERGENCY CONTACT INFORMATION HINGED ACCESS DOOR ALUM. OR STEEL rPORTABLE HOIST OUNTING SOCKET ALARM LIGHT AND HORN AUDIO- VISUAL) 50 WATT SODIUM LIGHT SAINT ANNES -BEEF IELD LOWER AND MIDDLE SCHOOLS SANITARY SEWER PUMP STATION 2 1/2' CONDUIT WITH 4 #1 AND 1 #2 GROUND 200 AMP DISCONNECT 0 TVSS0 0 0 0 0 DISC PANEL A 0 0 0 0 IT,—0 0 I METER AND CT CABINET ON REAR 1 SEALED JUNCTION BOX II ~I _ I J IlL_ C3 I I li i it I ( i i it I z u T POWER - I I I I I III PUMP I PANEL IN - POWER BUILDING I I CONCRETE FDTING j )I I I WET WELL L — GROUND RODS TYPICAL ELECTRICAL EQUIPMENT ARRANGEMENT NOT TO SCALE PUMP CONTROL PANEL ALARMS PUMP CONTROLS ONE LINE DIAGRAM NOT TO SCALE IL 1 IA. TUBING GENERAL WATER & SEWER CONDITIONS 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER SERVICE AUTHORITY OFFICIALS AT THE START OF WORK. 2. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN, ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL ON HIS OWN INITIATIVE LOCATE ALL UNDERGROUND LINES AND STRUCTURES AS NECESSARY. 3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS AS ADOPTED BY THE ALBEMARLE COUNTY SERVICE AUTHORITY ON AUGUST 18, 2005 4. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING "MISS UTILITY" 1- 800 -552- 7001). 6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF 3 FT. OF COVER MEASURED FROM THE TOP OF PIPE, OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATERLINES, ETC. 7. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. 8. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. TREATED 4' X 4' X 10' POST TREATED 2' X 6' BOARDS SCREWED TO POSTS SPARE 2 GROUND 2 1/2' CONDUIT WITH 4 #1 2 1/2' C NDUIT 'WITAND1 #2 GROUND 4 #1 AND 1 #2 rROU PUMP PA 4L TRANSFORMER MOTORS SPARE 2' CONDUIT WITH 3 #8 N 1#6 GR ND 3 208/120 VAC, 3 4 -WIRE CONTRACTOR PROVIDE TWO STARTERS, DISCONNECT, PANEL B AND ) AND OVER CURRENT 200 AMP I I I I PROTECTIVE DEVICES LIGHT GFI REC ALARM HORN AND LIGHT BOWIE GRIDLEY ARCHITECTS, P.L.L.C. 1010 WISCONSIN AVE, N.W. SUITE 400 WASHINGTON, D.C. 20007 TEL (202) 337 -0888 FAX (202) 337 -2626 GLOECKNEIR ENGIRING SURVEYING INC. ENGINEERS - SURVEYORS PLANNERS - 508 DALE AVENUE, SUITE A CHARLOTTESVILLE, VA. 22903 Tel. 434 - 971 -1591 Fax. 434 - 293 -7612 S Copyright 0 Issue - evision 0 o 7/22/0 as o PUMP o J 0 CONTROL w w PANEL z a o 100% DD SUBMISSION CL o o 0 GFI SEALED JUNCTION BOX II ~I _ I J IlL_ C3 I I li i it I ( i i itI z u T POWER - I I I I I III PUMP I PANEL IN - POWER BUILDING I I CONCRETE FDTING j )I I I WET WELL L — GROUND RODS TYPICAL ELECTRICAL EQUIPMENT ARRANGEMENT NOT TO SCALE PUMP CONTROL PANEL ALARMS PUMP CONTROLS ONE LINE DIAGRAM NOT TO SCALE IL 1 IA. TUBING GENERAL WATER & SEWER CONDITIONS 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER SERVICE AUTHORITY OFFICIALS AT THE START OF WORK. 2. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN, ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL ON HIS OWN INITIATIVE LOCATE ALL UNDERGROUND LINES AND STRUCTURES AS NECESSARY. 3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS AS ADOPTED BY THE ALBEMARLE COUNTY SERVICE AUTHORITY ON AUGUST 18, 2005 4. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING "MISS UTILITY" 1- 800 -552- 7001). 6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF 3 FT. OF COVER MEASURED FROM THE TOP OF PIPE, OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATERLINES, ETC. 7. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. 8. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. TREATED 4' X 4' X 10' POST TREATED 2' X 6' BOARDS SCREWED TO POSTS SPARE 2 GROUND 2 1/2' CONDUIT WITH 4 #1 2 1/2' C NDUIT 'WITAND1 #2 GROUND 4 #1 AND 1 #2 rROU PUMP PA 4L TRANSFORMER MOTORS SPARE 2' CONDUIT WITH 3 #8 N 1#6 GR ND 3 208/120 VAC, 3 4 -WIRE CONTRACTOR PROVIDE TWO STARTERS, DISCONNECT, PANEL B AND ) AND OVER CURRENT 200 AMP I I I I PROTECTIVE DEVICES LIGHT GFI REC ALARM HORN AND LIGHT BOWIE GRIDLEY ARCHITECTS, P.L.L.C. 1010 WISCONSIN AVE, N.W. SUITE 400 WASHINGTON, D.C. 20007 TEL (202) 337 -0888 FAX (202) 337 -2626 GLOECKNEIR ENGIRING SURVEYING INC. ENGINEERS - SURVEYORS PLANNERS - 508 DALE AVENUE, SUITE A CHARLOTTESVILLE, VA. 22903 Tel. 434 - 971 -1591 Fax. 434 - 293 -7612 Copyright No.Issue - evision 1 FINAL DESIGN SUBMISSION 7/22/0 2 66% DD PROGRESS SET 9/5/08 3 RESUBMIT TO DEQ 10/3/08 4 100% DD SUBMISSION 10/17/0 St. Anne's — Belfield Lower Middle Scholl Foulconer Road Charlottesville, Virginia BGA 07020 PUMP STATION AND FORCEMAIN FOR NEW LOWER AND MIDDLE SCHOOL SITE JOB. N0. 07- 029 -00 C5e2DWG. NAME PUMPSTA.DWG SCALE 1 " =60' DUPLEX SUBMERSIBLE GRINDER I _I