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HomeMy WebLinkAboutSDP200900008 Plan - Approved Final Site Plan and Comps. 2009-03-16APPROVALS ^' ! \'+ \ `, \ \ \ ALBEMARLE CO DEPT OF COMMUNITY DEVELOPMENT - PLANNING/ZONING DATE 4 `T 1 i < ALBEMARLE CO DEPT OF COMMUNITY DEVELOPMENT - ENGINEERING DATE I f � � •, I bio, �r"�Vf 4G` i ' �- ALBEMARLE CO DEPT OF COMMUNITY DEVELOPMENT - INSPECTIONSA OTHER PERTINENT LEGAL DOCUMENTS - DATE , ! ! I l pq/'0 S Rl Ok RGA. 1 ALBEMARLE CO DEPT OF COMMUNITY DEVELOPMENT ARB DATE t ! ! I ? 7j ESN '/A Fo DEED BOOK PAGE TYPE TRANSFER i ; ! Q• R• �R LINd,gTjON ALBEMARLE CO DEPT OF FIRE RESCUE DATE I2 9 t psi G ALBEMARLE CO SERVICE AUTHORITY DATE `� ; %84o P, 10 ; D 344 477 CERTIFICATE OF TAKE; PLATS MAGNETIC 1 `� i ` p8 1P• �121�5 D 344 478 CERTIFICATE OF TAKE; PLATS MERIDIAN \ ', c VIRGINIA DEPTARTMENT OF TRANSPORTATION DATE ACOB 46 104 HIGHWAY PETITION EASEMENTS•' PLAT } I ; HEALTH DEPARTMENT DATE �jc7 0 30 60 120 r r TMT? i `. ; ! i ? i D 355 245 CERTIFICATE OF TAKE; PLATS !, f Htj jr '24 1 ;' ; { J I r r D 363 410 ABATEMENT• RELEASE OF RIGHTS• DRAINAGE EASEMENT SCALE IN FEET ; t. UN/vfRs/ Ag�c6v�p `� �.•`', /� i�ptiyA f ( / / i f / / / ! / D 369 218 COMMISSIONERS REPORT V, S '� �.\ ESI=�pLCL #4 / D 369 219 FINAL DECREE Z,B '8?5 p� X25 G1N1� FbUpEST,g7f ,� - J iiyCDIED) i` f 1 I r� / �' / r J / I r D 375 414 ORDER E� Rq 6�6 ;ION 6•p 47 ! I I l ! I t r D 375 416 CERTIFI A F PLAT Sg T 6 / / , 1 , C TE O LA ' r 6.0'-18"s R. P. I j I MIS I ! i 34.76 (` R.P.P. r l 1 j ! r - " i , I ; , , HU TE 24 r , 1/ , ! 1 ( D 375 420 ORDER N 2'35 42 NV j I j NI►R F�"UL 'ON ' / l l I ' 6, F- _. __ --` 8 27 TYjOF� R, S t I / / �FRO�y PB 12 647 CERTIFICATE OF CORPORATION 34fi.7 - XISTTN'yf_ :.,----.. _ - 1 i 12 VIR 1 1F TA7] 1 - \ 1 -•--- _ _ __ . ___� _..._ --_------- vl I •8. P• IN R EES � r�� L 8 2 \ r qR SETB ACK - -- - �� _M __ ._ �` ` 2 75 i (� F UN p TSI TE I , _ _JR25E FR TO20 RE NE 6TI R,1 I Pq Lq bM, a'�\ , � �N � I I MEN T A Y �+ 0• ' •� � r I TO 2 i 2 REgRSE AC` N 4y t �UT RE, M IN 2C - SqL D ,4 �` R _ �( NA i xx� A / • ,• , . ' c p _. _ _ • �� ` W �? LO qT CE BLDAq, ; 1 EXI Tj U � � � \ � � �PH T Co AR EI P• C r �aFIL SURFACE� <� � _ , O M CE � l t _ T !� X/ ao.o sc � - ,o PRA S I x o ST. ANNES-BELFIELD Co�M60-57F 'Qc I ATICS 1 � � \ � 1!�RC/NQNWEgC -r,4 �O� Np B/oFjL SITE p fit, U. -p Of �'O iT0 R ER D • E 128. ` AR TM OR `` EMq w U \ - ii l_ . B. 6 E l F m ./ per./ v PD ZONED P 3.91 NT OF �� 77. - 8 r' Y� J i r,1 TR c /�y / •) F� __ �. :� N \ \ ANITyNG \ c / /`- VP qN PERF P .C. PIPES_. ��* f • . ` V `, YVRAPPE IN GEOT�CFi ivtA R Q�ti ,�(�// ,'; �/ / r ,•, ` / ° NH gC: i� ` 'f1T ---� / F •SNE GMS SPUR j.AloN �' � 4 - TO -f- G�G�ocl- �0 �✓ / ¢ j / Ew Q _., _ / a� P C. PUB GRAM 1 , /"�� �56 �pS��ORS NO RE M lVy 'A� �c.�. YRA�NSFORMER / i/'� G / . A71r y - r��7/ f / ,�►p 60 S A`Np SPACE to o /. , �' �% \ ./ i � j 5 G� 1 / -Al, l J ( _ ��/ RECTOR F,CE OF 31 P I p� EXISTING , - `3' ` 0 OF P • 3 P C G P - 368 Q•'O �1 � RE p vs 0y ti !� <a o, Q G P 400015;.. Q (TOR E ( N �8 w / --�__ 0 g• R0 F 9 0 o \ F. N) S). NE 2 AI I � ! � 0 � $' � :. f ir1� c• -., i • 0 �S O •�. '" �'�` ��• B„r � •0 0 7S �.. Ss � � rri TV 100 '� p�Q EXISTING DI -7 �,,. p I -�� G, / ,(�, �L s� c.1 N J ,� Nom" ` , TOP 595_57 Y � r q4 1, F� I: I. INV. OUT 587.37 o / ; /• 6' ,� • tEX15T1 o ST P Q '10i / H. \ SOFTB • � A n � ( 6' t 54.2 1 SIDE ETB.AGw � v \ /S /.i \ad r� Q SHEET INDEX ''• '+�! 1 i , o CoN Vo\ j 4= ,, CN To $� 2 � ; , � � � >C•. TER Gro SHEET NO. SHEET TITLE �. REtiAl �� F A F � • 1 OF 27 SITE PLAN C0.0 2 OF 27 DEMOLITION PLAN C.02 ' �, , i '�� ° \� .• - -_. + i 3 OF 27 STATE ROAD AND COUNTY CONSTRUCTION NOTES CISTERN DETAILS C0.1. i • . / / 5 OF 27 EROSION AND SEDIMENT CONTROL PLAN C0.4 1 6 OF 27 EROSION AND SEDIMENT CONTROL PLAN C0.5 1h 7 OF 27 MIDDLE SCHOOL ACCESS ROAD PLAN AND PROFILE C1.0 8 OF 27 LOWER SCHOOL ACCESS ROAD AND STATE ROAD PLAN AND PROFILE C1.2 cc ....- 9 OF 27 LOWER SCHOOL ACCESS ROAD AND STATE ROAD PLAN/PROFILE WITH PARKING LOT C1. 10 OF 27 LOWER SCHOOL ACCESS ROAD AND STATE ROAD PLAN AND PROFILE CIA � M �' �` � � � a % Nq� � NV 11 OF 27 STORM SEWER PROFILES C2.0 f i i 12 OF 27 STORM SEWER PROFILES AND BIO -FILTER C2.1 ` J o 13 OF 27 WATERLINES PLAN AND PROFILE TO COMPLETE LOOP AND SERVE NEW SCHOOLS C3.0 (� �' \�� 1. / 4- 14 OF 27 WATERLINES PLAN AND PROFILE TO COMPLETE LOOP AND SERVE NEW SCHOOLS C3.1 r a 4 - iQ \ 15 OF 27 ALBEMARLE COUNTY SERVICE AUTHORITY WATER AND SEW R DETAILS C3.2 � � � - ti � � G &V.25 1 � ..-_____._...- � • �" p. cam' 16 OF 27 SANITARY SEWER AND ROOF DRAINS TO CISTERN PLAN C4.0 • (_-_--- _ _--- . -� 6 Fo \ \ , ,� o �- 17 OF 27 SANITARY SEWER PROFILES C4.1 18 OF 27 THRUST BLOCK -DETAILS -FORCE MAIN PLAN -PROFILE C5.1 It II 19 OF 27 PUMP STATIOM FORCEMAIN FOR NEW LOWER AND MIDDLE SCHOOL SITE C5.2 � ! � S'53 ,� `� a, _ 25 \ g • . `� '\ ` �, a'�, 4 0 20 OF 27 DETAILS ARTIFICIAL SURFACE ATHLETIC FIELD C6.0 PROJECT DATA I I � , .t:. � � � \ � � � � � \ _ � y \ / 1. PROJECT NAME: ST. ANNES-BELFlELD NEW-LOWER/MIDDLE SCHOOL y 21 OF 27 LANDSCAPE PLAN L1.0 a I.a a \.� t` w o / a' \ o - 22 OF 27 LANDSCAPE PLAN L2.0 J�\ �. � 2. OWNER: sr. ANNES BELFIELD ti, 'n \ \ 2132 IVY ROAD 23 OF 27 LANDSCAPE PLAN L3.0 }, �, �' �0 • vn \ G 6M.25 Q (I O I �\ y Q �\ ' 4 / ' o Q �� / 4 CHARLOTTESVILLE, VIRGINIA 22903 24 OF 27 LANDSCAPE PLAN L4.0 , /r a \ _ W .Tax MAP 60 PARCELS 56, 57, 57A, 578, 57c 25 OF 27 LANDSCAPE DETAILS AND CALCULATIONS L5.0 ` .� -o ,z�', �' i �/ J�� �6 �' \� �: _ , .r � ,� 4 •1 • � � / dFE ` � � / TAX MAP 60 PARCELS 56, 57, 57A, 57B, 57C HAVE ALL BEEN COMBI ED _ r / INTO ONE TRACT THROUGH A BOUNDARY UNE ADJUSTMENT PLAT 26 OF 27 DETAILS (LIGHTING) `�� _ _v = �� �\�+6.00 F. 2 32.46 27 OF 27 ELECTRICAL SITE (LIGHTING) \-- ___-- r cn ; _ F` ' . ? _,� o.3a APPROVED BY THE COUNTY of ALBEMARLE. 'I . L / 5 PARKING SUMMARY TOTAL REGULAR + HANDICAP SPACES PROVIDED: 309 REGULAR HANDICAP EXISITNG: 221 8 EXISTING TO BE REMOVED: 45 1 SUBTOTAL EXISTING TO REMAIN: 176 7P 6p�2 G NEW PROPOSED SPACES: 118 8 U IyERRI''gULC NE f �- TOTAL SPACES PROVIDED: 294 15 D� ��l �Vl R �IF D• g P. 3 II "' FOU E,ESTATE THE PARKING REQUIREMENT OF 309 SPACES WAS ESTABLISHED 20�E j P�9 ^ Q6,4710 Rq 6 N BY THE ZONING ADMINISTRATOR IN A MEMO DATED MAY 12, 2008 ` --- �, a NOTES 1. A BUFFER WILL BE REQUIRED ALONG THE PROPOSED FIELDS THAT ARE ADJACENT TO THE SOUTHERN AND SOUTHEASTERN BPOUNDARIES. 2 , MINIMUM 20' DEEP BUFFER AT PARKING AREA SUBJECT TO ARB APPROVAL. 3. THE NEW PLAYING FIELDS WILL BE UNLIGHTED. 4, MINIMUM 20' DEEP BUFFER AT PLAYING FIELDS AREA SUBJECT TO ARB APPROVAL % vjjij��% M L Fit ro LD ,. �. ',� 114 � !a�•'o , _ ` ���-� �\ `� 5, LANDSCAPING MAY BE REQUIRED TO BE IN EXCESS OF THE MINIMUM ARB REQUIREMENTS. 6. A ROW OF 2 AND 1/2 CALIPER SHADE TREES WILL BE PROVIDED ALONG THE t EAST SIDE OF THE RELOCATED STATE ROUTE 855. 7. ALL BUILDINGS WILL NOT EXCEED THE MAXIMUM 35' IN HEIGHT. 8. EDGE OF PAVEMENT IS INDICATED BY SINGLE LINE. P K DI CURB ALONG PAVEMENT IS INDICATED WITH A DOUBLE LINE. SfGN T E REPLAC B 9: X 5' LATE SIGN �� •� FbL y Ir WERLINE\EASEMENT CENTERED ON THE 4 1 � 1 \ � �i O GLOECKNER ENGINEERING SURVEYING, INC. - ,' - - - 1"� _3 a t BELFIELD SCHOOL --- _ g• P R OJ . NO. 2512131 � '� - ,- ._ ���_ --�--_- ,� 99. °_ ---- ---- , � TMP HUNTEp 24. F. AU NOTES: ;. N/yERs1TY LCONER- _ ... _._...- .. DTM FILE USED TO GENERATE CONTOURS. �'e• 27j V/RpjNR LIF 8 87,5 PP 323- A FOUNDAITATE CONTOUR INTERVAL: 1 & 2 F7• HATCHED AREAS NOT MAPPED DUE TO Z'ONE6 RA 696 -,ON LOUISA AERIAL SURVEYS, INC. P.O. BOX 430 MINERAL, VA. 23117 (540) 967-1499 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 SITE LIGHTING NOTE ALL SITE LIGHTING WILL CONFORM TO DETAILS SHOWN ON SHEETS 26 AND 27 OF 27 NEiA�-uG_ELEC._-- - ---_ _ C� 26.5 52 7XID - O ;� �.-"' TER 4 UNI FAULCo X`Cc1,4_ A Zi} r / r ` / ep� o f �- 1 1 B€NCHMARK IRON SETj / ELEVVAATTI =N37.6 f C2 D 9. 2� 2r�p F VIRE' AR• L EES f. -�- 8 32 Fo DA O \. RA .y 4 f. - 9 LANDSCAPE NOTE ALL LANDSCAPING WILL BE SHOWN ON SHEETS 9 THROUGH in 13 AND SHEET 21 SHEET 21 IS DEDICATED TO SHOW THE EXISTING TREE AND SHRUB LINES, TREE LINE TO BE REMOVED, AND TREES TO BE SAVED. / XISTIN / . BOUNDARY PERFORMED BY THOMAS D. BLUE RLS. DI -7 6. AERIAL TOPOGRAPHY PERFORMED BY JAMES BELL P.L.S. / ! TYAE I / BENCHMARK IS ON KNOLL ON THE SOUTH SIDE OF FAUCONER DRIVE AS SHOWN. / BENCHMARK = 637.60 ASSUMED I 0 T63�. 6 • 7. MAGISTERIAL DISTRICT: JACK JOUETT, ALBEMARLE COUNTY, VIRIGINIA INV.D C - 629.3 / 8. ZONING: ALL PAROLS ARE R-1 WITH SPECIAL PERMIT. THIS PLAN AMENDS SDP -97-148. PROPERTY IS ALSO ZONED EC, ENTRANCE CORRIDOR OVERLAY DISTRICT NG H UNE T BE 1�(� D 9. USE: TAX MAP 60 PARCEL 56 J TAX MAP 60 PARCEL 57 LOWER SCHOOL/PRIVATE TAX MAP 60 PARCEL 57- A TAX MAP 60 PARCEL 57-B / TAX MAP 60 PARCEL 57-C / 10. PROPOSED USE: NEW LOWER AND MIDDLE SCHOOLS 11. THE SITE LIES WITHIN THE RIVANNA RESERVOIR WATERSHED. 12. THIS PROPERTY IS NOT LOCATED WITHIN A DEFINED 100 YEAR FLOOD ZONE. / •� 8? /� 13. THIS PROJECT WILL BE SERVED WITH PUBLIC WATER AND PUBLIC SEWER. s�sy • � o- 14. MINIMUN SETBACKS: PARKING FRO SIDE 25 FEET 10 - 5 FEET R FEET 20FEET 15. PARKING CALCULATIONS: SEE PARKING SUMMARY BELOW Pell 0 F 16. PROPOSED SITE INFORMATION: / c? a cy ADDITIONAL WATERLINE AND NEW ENLARGED 'pF s PUMP STATION PROVIDED. � V / 1 �•�J 17. THE USE OF THE ADJCENT PROPERTY IS AGRICULTURAL EXCEPT FOR / � J -opp TAX MAP 60, PARCEL 57F WHICH IS RESIDENTIAL O� 18. THE PROPOSED NEW FOOTPRINT F THE P = •�� 0 E ROJECT 55,570 SQ. FT. r 19. AREA OCCUPIED BY USES: EASEMENT REFERENCES LOWER SCHOOL TO BE DEMOLISHED= 21,907 SQ.FT. GYMNASIUMS TO REMAIN= 32,584 SQ.FT. DEED BOOK PAGE TYPE EASEMENT AND/OR ENTITY NEW LOWER AND MIDDLE SCHOOL= 55,570 SQ. FT. 322 589 ACCESS EASEMENTS 604 80 VACATION ACCESS EASEMENT, ACCESS PLAT ' 318 419 ACCESS EASEMENTS 318 415 ACCESS EASEMENTS; PLAT 318 415 ACCESS EASEMENTS; PLAT 318 415 ACCESS EASEMENTS; PLAT 326 216 ELECTRIC EASEMENT; PLAT, VEPCO 326 399 ELECTRIC EASEMENT; PLAT, VEPCO ( 326 530 ELECTRIC EASEMENT; PLAT, VEPCO 326 578 ELECTRIC EASEMENT, PLAT, VEPCO 328 341 ELECTRIC EASEMENT, PLAT, VEPCO 348 323 TELEPHONE EASEMENT, VT&T CO. 348 327 TELEPHONE EASEMENT, VT&T CO. 363 410 ABATEMENT; RELEASE OF RIGHTS; DRAINAGE EASEMENT, V.D.O.T. 449 382 TELEPHONE EASEMENT, VT&T CO. 477 540 TELEPHONE EASEMENT; PLAT, VT&T CO. 497 116 APPURTENANT WATERLINE PERMIT; PLAT, THE RECTOR AND VISITORS OF THE UNIVERSITY OF VIRGINIA 497 120 APPURTENANT WATERLINE PERMIT, PLAT, HUNTER FAULCONER 604 85 APPURTENANT ACCESS E'M'NT; PLAT, NATIONAL BANK & TRUST CO.,CHARLOTTESVILLE, & H.FAULCONER /810 200 DEED; WELL EASEMENT; PLAT, PETER W.& JOYCE S. SCHMIDT 909 311 ELECTRIC EASEMENT; PLAT, VEPCO 1482 493 ELECTRIC EASEMENT; PLAT, VEPCO 1542 25 ELECTRIC EASEMENT; PLAT, VEPCO 1751 47 GASLINE EASEMENT, PLATS,CITY OF CHARLOTTESVILLE 1754 710 WATERLINE EASEMENT, PLAT,ALBEMARLE COUNTY SERVICE AUTHORITY 1867 101 ELECTRIC EASEMENT; PLAT, VEPCO 1898 637 ELECTRIC EASEMENT; PLAT, VEPCO 2948 292 WATERLINE EASEMENT; PLAT, ALBEMARLE COUNTY SERVICE AUTHORITY 3183 614 SEWERLINE EASEMENT; PLAT, ALBERMARLE COUNTY SERVICE AUTHORITY BOWIE GRIDLEY ARCHITECTS, P.L.L.C. 1010 WSCONSIN AVE, N.1>1: SURE 400 WASHINGTON, D.C. 20007 TEL (202) 337-0888 FAX (202) 337-2626 GLOECKNER ENGINEERING /SURVEYING INC. ENGINEERS -SURVEYORS IM PLANNERS 508 DALE AVENUE, SUITE A CHARLOTTESVILLE, VA. 22903 Tel. 434-971-1591 Fax. 434-293-7612 m o Y d > �z d xa>zz 9 LANDSCAPE NOTE ALL LANDSCAPING WILL BE SHOWN ON SHEETS 9 THROUGH in 13 AND SHEET 21 SHEET 21 IS DEDICATED TO SHOW THE EXISTING TREE AND SHRUB LINES, TREE LINE TO BE REMOVED, AND TREES TO BE SAVED. / XISTIN / . BOUNDARY PERFORMED BY THOMAS D. BLUE RLS. DI -7 6. AERIAL TOPOGRAPHY PERFORMED BY JAMES BELL P.L.S. / ! TYAE I / BENCHMARK IS ON KNOLL ON THE SOUTH SIDE OF FAUCONER DRIVE AS SHOWN. / BENCHMARK = 637.60 ASSUMED I 0 T63�. 6 • 7. MAGISTERIAL DISTRICT: JACK JOUETT, ALBEMARLE COUNTY, VIRIGINIA INV.D C - 629.3 / 8. ZONING: ALL PAROLS ARE R-1 WITH SPECIAL PERMIT. THIS PLAN AMENDS SDP -97-148. PROPERTY IS ALSO ZONED EC, ENTRANCE CORRIDOR OVERLAY DISTRICT NG H UNE T BE 1�(� D 9. USE: TAX MAP 60 PARCEL 56 J TAX MAP 60 PARCEL 57 LOWER SCHOOL/PRIVATE TAX MAP 60 PARCEL 57- A TAX MAP 60 PARCEL 57-B / TAX MAP 60 PARCEL 57-C / 10. PROPOSED USE: NEW LOWER AND MIDDLE SCHOOLS 11. THE SITE LIES WITHIN THE RIVANNA RESERVOIR WATERSHED. 12. THIS PROPERTY IS NOT LOCATED WITHIN A DEFINED 100 YEAR FLOOD ZONE. / •� 8? /� 13. THIS PROJECT WILL BE SERVED WITH PUBLIC WATER AND PUBLIC SEWER. s�sy • � o- 14. MINIMUN SETBACKS: PARKING FRO SIDE 25 FEET 10 - 5 FEET R FEET 20FEET 15. PARKING CALCULATIONS: SEE PARKING SUMMARY BELOW Pell 0 F 16. PROPOSED SITE INFORMATION: / c? a cy ADDITIONAL WATERLINE AND NEW ENLARGED 'pF s PUMP STATION PROVIDED. � V / 1 �•�J 17. THE USE OF THE ADJCENT PROPERTY IS AGRICULTURAL EXCEPT FOR / � J -opp TAX MAP 60, PARCEL 57F WHICH IS RESIDENTIAL O� 18. THE PROPOSED NEW FOOTPRINT F THE P = •�� 0 E ROJECT 55,570 SQ. FT. r 19. AREA OCCUPIED BY USES: EASEMENT REFERENCES LOWER SCHOOL TO BE DEMOLISHED= 21,907 SQ.FT. GYMNASIUMS TO REMAIN= 32,584 SQ.FT. DEED BOOK PAGE TYPE EASEMENT AND/OR ENTITY NEW LOWER AND MIDDLE SCHOOL= 55,570 SQ. FT. 322 589 ACCESS EASEMENTS 604 80 VACATION ACCESS EASEMENT, ACCESS PLAT ' 318 419 ACCESS EASEMENTS 318 415 ACCESS EASEMENTS; PLAT 318 415 ACCESS EASEMENTS; PLAT 318 415 ACCESS EASEMENTS; PLAT 326 216 ELECTRIC EASEMENT; PLAT, VEPCO 326 399 ELECTRIC EASEMENT; PLAT, VEPCO ( 326 530 ELECTRIC EASEMENT; PLAT, VEPCO 326 578 ELECTRIC EASEMENT, PLAT, VEPCO 328 341 ELECTRIC EASEMENT, PLAT, VEPCO 348 323 TELEPHONE EASEMENT, VT&T CO. 348 327 TELEPHONE EASEMENT, VT&T CO. 363 410 ABATEMENT; RELEASE OF RIGHTS; DRAINAGE EASEMENT, V.D.O.T. 449 382 TELEPHONE EASEMENT, VT&T CO. 477 540 TELEPHONE EASEMENT; PLAT, VT&T CO. 497 116 APPURTENANT WATERLINE PERMIT; PLAT, THE RECTOR AND VISITORS OF THE UNIVERSITY OF VIRGINIA 497 120 APPURTENANT WATERLINE PERMIT, PLAT, HUNTER FAULCONER 604 85 APPURTENANT ACCESS E'M'NT; PLAT, NATIONAL BANK & TRUST CO.,CHARLOTTESVILLE, & H.FAULCONER /810 200 DEED; WELL EASEMENT; PLAT, PETER W.& JOYCE S. SCHMIDT 909 311 ELECTRIC EASEMENT; PLAT, VEPCO 1482 493 ELECTRIC EASEMENT; PLAT, VEPCO 1542 25 ELECTRIC EASEMENT; PLAT, VEPCO 1751 47 GASLINE EASEMENT, PLATS,CITY OF CHARLOTTESVILLE 1754 710 WATERLINE EASEMENT, PLAT,ALBEMARLE COUNTY SERVICE AUTHORITY 1867 101 ELECTRIC EASEMENT; PLAT, VEPCO 1898 637 ELECTRIC EASEMENT; PLAT, VEPCO 2948 292 WATERLINE EASEMENT; PLAT, ALBEMARLE COUNTY SERVICE AUTHORITY 3183 614 SEWERLINE EASEMENT; PLAT, ALBERMARLE COUNTY SERVICE AUTHORITY BOWIE GRIDLEY ARCHITECTS, P.L.L.C. 1010 WSCONSIN AVE, N.1>1: SURE 400 WASHINGTON, D.C. 20007 TEL (202) 337-0888 FAX (202) 337-2626 GLOECKNER ENGINEERING /SURVEYING INC. ENGINEERS -SURVEYORS IM PLANNERS 508 DALE AVENUE, SUITE A CHARLOTTESVILLE, VA. 22903 Tel. 434-971-1591 Fax. 434-293-7612 m C Y d > �z d xa>zz b Z N m��zo> moo 0 z° 0 ►-3 C n � � C r >� otTj z A z = X13 � c e g r o •$ IQLit �No. 005619 i 09 Copyright No. Issue - Revision Date 1 Schematic Design Submission 4/4/08 2 Schematic MLn REVISED 5/19/08 3 ADDED CROSS -SECT. ONES 6/4/08 4 MOVED 20' BUFFER/PARKING/ 6/6/08 AND PLAW ELDS SLIGHly 5 ADDED CRITICAL SLOPE STUDY 7/21 /08 6 PROGRESS PRINT MTG 8/27 8/25/08 7 66% DD PROGRESS SET 9/5/08 8 SITE PLAN SUBMITTAL 9/29/08 9 100% DD SUMMON 10/17/08 10 100% CD SUBMISSION 2/10/09 St., Anne's -f bol H*eid lower diddle School FoulConer Drive Charlottesville, Virginia eGA ouzo FINAL SITE PLAN IB. NO. 07-029-00 VG. NAME 07029SP2.DWG of ;ALE 1 OF 27 1 "=60' , NOTES FOR UTILITY DEMOLITION 1 I i \ 1.SANITARY SEWER I / ! ONCE BUILDINGS HAVE \ BEEN DEMOLISHED THE SANITARY � SEWER LINES 4 L 1 I / ) WILL B 1 � E EXCAVATED AND REMOVED FROM SITE. TH / E EXTENT OF REMOVAL . WILL TERMINATE AT THE UPPER EDGE OF THE F00 \ � TBALL FIELD BLEACHER MAGNETIC EMBANKMENT. THE TERMINATION P \ � � DINT WILL BE A MINIMUM OF 4 FEET BELOW MERIDIAN \ / / \ ` / � FINISHED GRADE AND PLUGGED. SEPTI TANK ANK WILL ALSO BE REMOVED. VED. l 1 / I 1 %� 2. WATERLINES 30 60 120 1� ' / ONCE BUILDINGS HAVE BEEN DEMOLISHED E WATER TER LINES � � I I 1 // / �l LL BE EXCAVATED AND REMOVED FROM ROM SITE. THE PRESCHOOL AND 11 OLD GYMNASIUM WILL BE BACK FED FROM TH E CONVOCATION N SCALE IN FEET i i 0 CENTER. WIL I �r i 1 � Q I � }i 1' 3. TELECOM t �-_. ONCE BUILDINGS HAVE BEEN DEMOLISHED THE ` 1 � �/ ' / / � TELECOM WIRES l� \, / � / J WILL 8E EXCAVATED AND REMOVED F ` I � ROM SITE. THE PRESCHOOL � � AND 1, { 'I f J � OLD GYMNASIUM WILL 1 I � M LL BE BACK FED FROM / / f 0 THE CONVOCATION CEN 1 / TER. } \ I 1 a I 11 } 4. ELECTRIC 1 1 l 1 t 11 »« I 1 ONCE .-____---- ._ I ,• / ' 1 BUILDINGS HAVE BEEN DEMOLISHED, .. .--_..,. - ... .. .... .. I � • f � SED, THE ELECTRIC WIRES i- - WILL BE EXCAVATED AN .. ... ..... � l I D REMOVED FROM -- �--.s. .......... � � / ! OM SITE. THE PRESCHOOL AND -- t .-,.�...� � � OLD GYMNASIUM WILL 1 . • • • � •� LL BE BACK FED FROM THE E CONVOCATION CENTER. 5. GAS II 1 1 l i 1 ONCE BUILDINGS HAVE BEEN DEMOLISHED TH t \ E GAS LINES i ( WILL BE EXCAVATED AN D REMOVED FROM SITE. THE PRESCHOOL AND C \ \LD GYMNASIUM WILL BE BA CK FED FROM THE CON VOCATION 1 CENTER. 0> 0 _ 1 1 7 If ` 1 Ilk'N 5 ' NDERG U TIC 1 I / r � Ej I W "root 1- t rt I , e I r 1' ! ' • } 'gyp �� • E r i /A/i� ILE ff . f i �\ � ♦ � tip._ - .._..---- �•._ r . r GLOECKNER ENGINEERING SURVEYING, INC. BELFIELD SCHOOL PROJ. N0. 2512131 CONTOUR INTERVAL: 1 & 2 FT. LOUISA AERIAL SURVEYS, INC. P.O. BOX 430 MINERAL, VA. 23117 (540) 967-1499 .0 NOTES TM ALE USED TO GENERATE CONTOURS WATCHED AREAS NOT MAPPED DUE TO VERT 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 1 1 �', / -may \ � / / .• - 1 k� I MO `•/ / 3tEACVAERS s i u • i a > - 0'\ 0 x OF J ,i f J-1 r I! ,, LEGEND FOR DEMOLITION 1. BUILDINGS 2. ROADWAYS 3. SWIMMING POOL 4. WALLS 5. SIDEWALKS, CURBS, STAIRWAYS BOWIE • GRIDLEY ARCHITECTS, P.L.L.C. 1010 WSCONSIN AVE, KI SUITE 400 WAMTON, D.C. 20007 TEL (202) 337-0888 FAX (202) 337-2626 GIDECKNER ENGINEERING /SURVEYING INC. ENGINEERS -SURVEYORS PLANNERS 508 DALE AVENUE, SUITE A CHARLOTTESVILLE, VA. 22903 Tel. 434-971-1591 Fox. 434-293-7612 o,P'N A i KURT M. GLOEMNER U Lic. No. 005649 �IQ111AL �� Copyright No- Issue - Revision 1 ShcemaGc Design Submission 4/4/08 2 Desip-DeWop 7/22/08 3 1 100% DD SUBMISSION 10/17/08 4 1 100% CD SUBMISSION 2/10/09 s 4, h ne I s - Bel fidd Lower / Middle Schad Foulconer Drive C:horlot tesvlle, Virginio 8GA 07020 DEMOLITION PLAN OB. N0. 07-029-00 DEMOLITION.DWG 1"=60' C.02 2 OF 27 MAGNETIC MERIDIAN 0 30 60 120 SCALE IN FEET 0)�,VP. 21 I\`�� )Ill\ A ON 10 I� III, 1 I ��6_ I 1 II1�1 �e� �� l� pr j "� I, �� 1'�`��� �'�'"fid. � �f'E gip 1-2 a� � ;�� � i �i �P` 7 2,,a, �q_ ����a� . �� ►.1►� �►lib � � -, � - ., �,n.,� � � ,���-sem. ��► O�rI• \/-•xY• �. �!►' •I- :• ti ..� ridJoao, I MiLrf Ilk,Wmw ee - . - . O � � ♦ iii+� . � �, � !i_i�:: �L� �`�iilf���1�:��1�111/��►��J,llt.��/I��:k�,�'t.�,l��%�l�i�/.�i�\\��\� ��S '��i.,�r`,l��fli�lllUl�///�I// GLOECKNER ENGINEERING SURVEYING, INC. BELFIELD SCHOOL PROJ. NO. 2512131 `.. 1 JIff, m ��, 1 aim&= • t.. R. , `i ''�,� ,� � 50Q ��• P QR � / /! B NNCCHMARKA37.6 NA'K- IROM ELEVATI / 1 C 2 U FAU N! LOON OF SR NOTES: i sr _---, -____ --�" D' 2712 P V.5 C E E DTA/ FILE USED TO GENERATE CONTOURS. J D 27j2T QF V�RG—" •NIR• 1IFE �S 8 325 �(q FO STA \ / e• 8 P• 32 A FOU TATE `�ry£D`P• \ DATI 1 N r-- /J" 0 \ N 5.._..,� 696 3\ DA T� i \ _.._---- RA �� N CONTOUR INTERVAL: 1 & 2 FT. HATCHED AREAS NOT MAPPED DUE TO `Rq ----, -`._ (— VERY DENSE VEGETATION. i HATCHED AREAS MAPPED CONTAIN VERY DENSE AT N VEGET 10 AND SHOULD BE FIELD CHECKED. DASHED AREAS MAY NOT MEET g \ LOUISA AERIAL SURVEYS, INC. NATIONAL MAP ACCURACY STANDARDS. P.O. BOX 430 .r MINERAL, VA. 23117 DATE OF PHOTOGRAPHY: 11/28/07 (540) 967-1499 DATE OF COMPILATION: 12/06/07 PARKING SUMMARY TOTAL REGULAR + HANDICAP SPACES PROVIDED: 309 REGULAR EXISITNG: 221 EXISTING TO BE REMOVED: 45 SUBTOTAL EXISTING TO REMAIN: 176 NEW PROPOSED SPACES: 118 TOTAL SPACES PROVIDED: 294 aD<<Ida 3 HANDICAP 8 1 7 8 15 BOWIE GRIDLEY ARCHITECTS, P.L.L.C. 1010 IMSCONSIN AVE, N.W. SUITE 400 WASHINGTON, D.C. 20DO7 TEL (202) 337-0888 FAX 202 337-2626 GIDECKNER ENGINEERING /SURVEYING INC, ENGINEERS - SWtVEY0R5 PLANNERS 508 DALE AVENUE, SUITE A CHARLOTTESVILLE, VA. 22903 Tel. 434-971-1591 Fax. 434-293-7612 T � KURT M. GLOECKNER � a Lic. Na 005649 I Copyright ® l 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 PLAMELDS 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 t00X DD SUBMISSK)N 10/17/0 10 100% CD SUBMISSION 2/10/09 Sl. Anne's - Belfield lower / Middle School Foulconer Drive ChorlottesvI Virginio 6GA 07020 SITE PLAN SHOWING CRITICAL SLOPES )B. NO. 07-029-00 VG. NAME CO*3 07029SP2.DWG ,ALE 3 OF 2'7 1 "=60' LEGEND N I I sroa�eT>als + J 1 t j f r OONVBYANCB C -► � � 1 \ I - 1 \ GHANNSL � � 4 N VE 1 LDQt3 OF GRADZJw1G t \ � S NXTBNT de SCOPE �• {also ! A F c \ � 7, EN 0 �? A 1 \ LI O } I 9 5 G N 7 / 1� 1 o N O P SILT TRAP ST PTD • 121 1 / �t ( J1� / 11 // r � l , 6 ! 1NU 4 1 / TIN STONE I�II•T8[i DIEM FD � U A \ N/ �rl ) C C\ \ cr, S/ O f � �� \ D A R' L s, 8 271VI I — PCDIF . / E 11 i TED 2 FNU rE 1 ,-----�� l c•+.r+�rwn�t 2 P ` � I T TRtPo1FlAR7r BEDD�'1' j6.0'-16-1 / ! / R. .P. 6 sT 1I 2( � TRAP ^� !v !i t 1 lj I f .. 1 1 S X42 N/ U /N021 R 0I tN 11>� RrsD I rY ROe____of / /rA 3TLT !'ENCS x x x 3 �•_ ._. _�__-- 1 271 VI ' /),Fj 71 _ _.� I LIFE � i "---,. Y 7 N F SrA L B �0' REAR S6`T �C" --._ _ �-- 2 NE 5 P, •6 25 ND n TE 1 A E _.....2 w. ►_ R 6 �a TALR PSII.T I+zNCE sF AG �czf) A R ,. E M ----� SE RE ITE fl/ �A A D1 1 --- C A D FLOC sAFt >�sNCE ` _ ���'�Cp �`�. _ y cr �1 � I P• 1 o �, cE DxAn�reaa DIVIDE t 1 1 {, c �t . A(� l IN X/ ao.0 00 v 1 p STI x 0 SQ I•T. �- l RA N - re. / I 'QG 1 qN SCE / J / � D fLp li FIL OMM PROTEc,�'ION R LL- N v D EM . \CFC 1. 77. OR118 V r�j/ , fd� I \ Orono CtJLVSR'>r � -I' IN MA / / E N 1 / / OR -4 DIVRRSION DYE (TE1POItAK1f) 0 MAGNETIC MERIDIAN 0 30 60 120 SCALE IN FEET 1"=60.0' t 'S�jF v a 2- ' �'SD 2 + ED FR M0 TATIp�j \\ �z r A Y L + 0. 0 sc 11vI 2 M t q " p 0 p A A H QE cp RE DD I � —_•._ � � / QP �� ?g" P PRE nNG y N !� co 1 „ � �- c+ //�/ Q G P Z*p '�? QP 1 • ♦ TO (SCFI00l. REM ! \ ._-•- �// F, .o � AIN) 1 \ c• � O 5 �F. CN,STORM DRAIN THIS INSTALLATION INLET PROT=ON IS CRITICAL 2D / / b NFZ373 �• �; ' Ivy• ♦ • �``► i �I , Erg ILTM SPT>WADER V SOIL EROSION AND SEDAIENT CONTROL SYAMLS CD = CHECK DAM CE = CONSTRUCTION ENTRANCE CRS= CONSTRUCTION ROAD STABILIZATION DC = DUST CONTROL DD = DIVERSION DIKE DV = DIVERSION IP = INLET PROTECTION MU = MULCH OP = OUTLET PROTECTION PS = PERMANENT SEEDING SC = STREAM CROSSING SB = SEDIMENT BASIN SF = SILT FENCE ST = SEDIMENT TRAP TO = TOPSOIL TS = TEMPORARY SEEDING • �� ,�go Mow Rig �Of , �::r �::: .. IOWA i. ► �'� l ii ��.L4 AVE �.TIN.. • ,it�"���v'""�(,�►`r-r4. • ., ?` _iia AAX I ! �•j,,',�� ii;� ` '. �. vp VA W4 II Ila �rF r , I 1 EXI SnNc To ASEeALL FIEC REMAINS 0 1 / 1T GENERAL EROSION AND SEDIMENT CONTROL NOTES 1-7KACEL 1. UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE 1 8. D.I. WATERLINE 80• °U1) NATH 20' EASEMENT TO & ® & F °� 1N S Y CENTERED ON THE \AS -OAT WATE7 R CkP� 1B �1 sio r 12s q E S SAtp\o Q`"6'�O' w£� �1 QO Q 0 PS & D DI -3B Z 'giTil ��� PQ SAO $yh O`IP �.�--- B NCHMARK N IR SE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULATIONS VR 625-02-00 EROSION Vz��'f II AND SEDIMENT CONTROL REGULATIONS. �� — 103.41' -�_.--� _ %r ELE I =37.6 2. THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO THE PRE—CONSTRUCTION CONFERENCE, ""'� ONE WEEK PRIOR T / o \` — .� AND cateDII�T-r --- - R OR 0 THE COMMENCEMENT OF LAND DISTURBING ACTIVITY, AND ONE WEEK PRIOR TO THE ' ----. � ---1 2s•s �---�- �. --' f ( � cY FINAL INSPECTION. � __� SNP 3. ALL EROSION AND SEDIMENT CONTROL / T - \ 0 TROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE FIRST STEP IN / MP J_• � �R 24 ` cs CLEARING. /AGN-rr p OP ----------�'' UNI FAUL � R F �- � CO I \ 4. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON THE SITE AT / p N jr AULCON`` 27 � OF VI R► SR. L ALL TIMES. e 2712 Vinci LIFE EST '� D• 2 P 3 R /A F E ES r \ \ 5. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE PLANS /gig., 8 P. 3 0 A (INCLUDING, BUT NOT LIMITED TO, OFF-SITE BORROW OR WASTE AREAS), THE CONTRACTOR SHALL SUBMIT !N 5.6 2�� UNDATI N"'—" A SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FOR REVIEW AND APPROVAL Y THE A ' K 96 B E PL N APPROVING AUTHORITY. 6. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE PLAN APPROVING AUTHORITY./ - 7. ALL 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. 8. DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED FILTERING DEVICE. 9. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND AFTER EACH RUNOFF— PRODUCING RAINFALL EVENT. ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY. \ 10. THIS PLAN IS PROVIDED FOR THE IMPLEMENTATION OF EROSION AND SEDIMENT CONTROL MEASURES ONLY. J 7 ME NtVV 8?0, 4, MINIMUM 20' DEEP BUFFER AT PLAYING FIELDS AREA SUBJECT TO ARB APPROVAL. / G/OF 5, LANDSCAPING MAY BE REQUIRED TO BE IN EXCESS OF THE MINIMUM tioARB REQUIREMENTS. / 6. A ROW OF 2 AND 1/2" CALIPER SHADE TREES WILL BE PROVIDED ALONG THE / �'oG EAST SIDE OF THE RELOCATED STATE ROUTE 855. / ��Fotia 7. ALL BUILDINGS WILL NOT EXCEED THE MAXIMUM 35' IN HEIGHT. P�COGiF / V SFJ V s 1 SF /-- - `�ryED �P �b 5 0 DA TION \ J J LANDSCAPE NOTE ALL LANDSCAPING, EXISTING TREES, TREES TO BE REMOVED AND TREES TO BE SAVED WILL BE SHOWN ON SHEETS 9 THROUGH 13. 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 430Ot MINERAL, VA. 23117 DATE OF PHOTOGRAPHY: 11/28/07 3t� (540) 967-1499 DATE OF COMPILATION: 12/06/07 BOWIE GRIDLEY ARCHITECTS, P.L.L.C. 1010 WSCONSIN AVE, N.1 SUITE 400 WASHINGTON, D.C. 20007 TEL (202) 337-0888 FAX (202) 337-2626 GLOECKNER ENGINEERING /SURVEYING INC. ENGINEERS - StHtVEYORS PLANNERS 508 DALE AVENUE, SUITE A CHARLOTTESVILLE, VA 22903 Tel. 434-971-1591 Fax. 434-293-7612 ,•Iii Ola KURi49 � M. ate . ; _jONAL 1 Copyright ® 1 No. Issue - Revision Date 1 Schematic Design Sllbmis m 4/4/08 2 Schematic Design REVISED 5/19/0 3 ADDED CROSS -SECT. LINES 6/4/08 4 MOVED 20' BUFFER/PAWNG/ 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% DO PROGRESS SET 9/5/08 8 SITE PLAN SUBMITTAL 9/29/0 9 EROSION CONTROL SUBMITTAL 9/29/0 10 100% DO SUBMISSION 10/17/0 11 EROSION CONTROL SUBMRTAL 12 08 0 12 100% CD SUBMISSION 2/ 10/09 SI. Anne's— Belfield Lower / Middle Scholl FoulConer Drive Chorlot tesAle. Virginia BGA 07020 EROSION AND SEDIMENT CONTROL PLAN 07-029-00 DWG. NAME 07029SP2. DWG SCALE 1"=600 C0.4 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 NARRATIVE. / 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_ 9 lQ� SURFACE RUNOFF FROM DISTURBED AREAS THAT IS COMPRISED Ur I -LOW 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 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. 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: AS SHOWN. 12. WHEN WORK IN A LIVE WATERCOURSE IS PERFORMED, N /A 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 IMMEDIATELY AFTER WORK IN THE WATERCOURSE IS COMPLETED. N/A COMMENTS: 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: 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 -- - --- -- - -- SIDTRENCHES. NCHES: - - - - - - -- --- 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-ESTABIUZA71ON SHALL BE ACCOMPLISHED IN ACCORDANCE WITH THESE REGULATIONS. E. APPLICABLE SAFETY REGULATIONS SHALL BE COMPLIED WITH. COMMENTS: CONTRACTOR WALL ABIDE BY THESF 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: CONTRACTOR 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. ATTENTION: NOTES AND COMMENTS PROVIDED HERE ARE A PART OF THE OVERALL EROSION CONTROL PLAN. 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 ORIGINAL GROUND MAINTENANCE OF THE DETENTION FACILITIES. THE PLAN ELEVATION 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. MAX 1 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. N 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' COARSE AGGREGATE FILTER CLOTH EXCAVATED AREA SILT TRAP # 1 MIMIMUM OUTLET LENGTH= 6 X DRAINAGE AREA ACREAGE= 6X2.48= 15 FT. SILT TRAP #2 MIMIMUM OUTLET LENGTH= 6 X DRAINAGE AREA ACREAGE= 6X2.07= 13 FT. SILT TRAP #3 MIMIMUM OUTLET LENGTH= 6 X DRAINAGE AREA ACREAGE= 6X2.47= 15 FT. COARSE AGGREGATE SHALL BE VDOT #3, #357 OR #5 TEMPORARY SEDIMENT TRAP OUTLET (PERSPECTIVE VIEW) I.T.S. DRY 67 CU. YD./ACRE 1.67' WET 67 CU. YD./ACRE , (EXCAVATED) 2I TEMPORARY SEDIMENT TRAP CROSS SECTION OF OUTLET N.T.S. DIVERSION DIKE FILTER CLOTH ' ORIGINAL GROUND ELEVATION COARSE AGGREGATE CLASS I RIPRAP a, fort It �1 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 GLDECKNER ENGINEERING /SURVEYING INC. ENGINEERS - St�iVEYORS PLANNERS 508 DALE AVENUE, SUITE A CHARLOTTESVILLE, VA. 22903 Tel. 434-971-1591 Fox. 434-293-7612 4,�'t:yTH of Df KURT W. GLOEMB � Lir No. 005649 vtlolol � Copyright No. Issue - Revision 1 ScImatic 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 6 PROGRESS PRINT MTG 8/27 8/25/08 7 66% DO PROGRESS SET 9/5/08 8 SITE PLAN SUBMITTAL 9/29/08 9 EROSION CONTROL SUBMITTAL 9/29/08 10 100% DO SUBMISSION 10/17/0 11 EROSION CONTROL SUBMITTAL 2/08/08 12 100% DO SUBMISSION 12/10/09 St. Anne's _ Belfield lower Middle School Foulconer Drive Chariot tesw,lle, Virginia BGA 07020 EROSION AND SEDIMENT CONTROL PLAN JOB. NO. 07-029-00 C095 5 OF 2 7 DWG. NAME 07029SP2.DWG SCALE 1"=60' TOP M.H. ELV.=638.00' M.H. #4A INV. OUT=633.14 NOTES: co C14 Ci INV. IN= 633.34 *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 11. THE CONTRACTOR SHALL PROVIDE NOTED MINIMUMBY THE ENGINEER:INIMUM 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. MINIMUM FITMINIMUM 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. ALBEMARLE COUNTY FINAL PLAN GENERAL NOTES General Construction Notes 1. Prior to any construction within any existing public right-of-way, including connection to any existing road, a permit shall be obtained from the Virginia Department of Transportation (VDOT). This plan as drawn may not accurately reflect the requirements of the permit. Where any discrepancies occur the requirements of the permit shall govern. 2. All materials and construction methods shall conform to current specifications and standards of VDOT unless otherwise noted. 3. Erosion and siltation control measures shall be provided in accordance with the approved erosion control plan and shall be installed prior to any clearing, grading or other construction. 4. All slopes and disturbed areas are to be fertilized, seeded and mulched. 5. The maximum allowable slope is 2:1 (horizontal: vertical). Where reasonably obtainable, lesser slopes of 3:1 or better are to be achieved. 6. Paved, rip -rap or stabilization mat lined ditch may be required when in the opinion of the County Engineer, or designee, it is deemed necessary in order to stabilize a drainage channel. 7. All traffic control signs shall conform with the Virginia Manual for Uniform Traffic Control Devices. 8. Unless otherwise noted all concrete pipe shall be reinforced concrete pipe - Class 111. 9. All excavation for underground pipe installation must comply with OSHA Standards for the Construction Industry (29 CFR Part 1926). General Construction Notes for Streets (This list is in addition to the General Construction Notes) 1. Construction inspection of all proposed roads within the development will be made by the County. The contractor must notify the Department of Community Development (296- 5832) 48 hours in advance of the start of construction. 2. Upon completion of 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 test results for approval. 3. Surface drainage and pipe discharge must be retained within the public right-of-way or within easements prior to acceptance by the County. All drainage outfall easements are to be extended to a boundary line or a natural watercourse. 4. Guardrail locations are approximate. Exact length, location and appropriate end treatments will be field verified at the time of construction. Additional guardrail may be required at locations not shown when, in the opinion of the County Engineer, or designee, it is deemed necessary. When guardrail is required, it shall be installed four (4) feet offset from the edge (16 Jun 2005) Albemarle County Engineering Final Plan General Notes DISCHARGE MANHOLE INV. OUT= 633.22 MINIMUM 6" TOPSOIL OVER BOLTED MH COVER (BOTH CISTERN MANHOLES TO BE RECOVERED ONLY WITH METAL DETECTOR) INV. IN=633. RECIEMNG MANHP,t,,,,, �111 INAMETER UNDISTURBED EARTH 31.63' SUITABLE/ *I BEDDINGC FOUNDATION BEDDING(CLASS I OR II MATERIAL) =6" MIN FOR 30"-60" PIPE CROSS SECTION DETAIL (CISTERN) TYPICAL RETENTION/DETENTION N.T.S. NOTEo ALL JOINTS, PIPE CONNECTIONS AND THROUGH MANHOLE INLETS AND THROUGH OUTLETS WILL BE WATERTIGHT. INV. IN -633.5 RECIEVING MANHOLE 12" PVC PiPE L SCHEDULE 35 FROM ROOF DRAIN Page 2 of 4 of pavement to the face of guardrail, and roadway shoulder widths shall be increased to seven (7) feet. 5. Where urban cross sections are installed, oil residential driveway entrances shall conform to VDOT CG -9(A, B or C). 6. Where rural cross sections are installed, all residential driveway entrances shall conform to VDOT standard PE -1. 7. Compliance with the minimum pavement width, shoulder width and ditch sections, as shown on the typical pavement section detail, shall be strictly adhered to. 8. Road plan approval for subdivisions is subject to final subdivision plat validation. Should the final plat for this project expire prior to signing and recordation, then approval of these plans shall be null and void. 9. All signs or other regulatory devices shall conform with the Virginia Manual for Uniform Traffic Control Devices and the Albemarle County Road Naming and Property Numbering Ordinance and Manual. 10. Traffic control or other regulatory signs or barricades shall be installed by the developer when, in the opinion of the County Engineer, or designee, they are deemed necessary in order to provide safe and convenient access. 11. The speed limits to be posted on speed limit signs are 5 mph below the design speed, or as determined by VDOT for public roads. 12. VDOT standard CD -1 or CD -2 cross-droins under to be installed under the subbase material at ail cut and fill transitions and grade sag points as shown on the road profiles. 13. A video camera inspection is required for all storm sewers and culverts that are deemed inaccessible to VDOT or County inspections. The video inspection shall be conducted in accordance with VDOT's video camera inspection procedure and with a VDOT or County inspector present. General construction notes for Erosion and Sediment Control plans 1. The plan approving authority must be notified one week prior to the pre -construction conference, one week prior to the commencement of land disturbing activity, and one week prior to the final Inspection. 2. All erosion and sediment control measures will be constructed and maintained according to minimum standards and specifications of the Virginia Erosion and Sediment Control Handbook and Virginia Regulations VR 625-02-00 Erosion and Sediment Control Regulations. 3. All erosion and sediment control measures are to be placed prior to or as the first step in clearing. 4. A copy of the approved erosion and sediment control plan shall be maintained on the site at all times. 5. Prior to commencing land disturbing activities in areas other than indicated on these plans (including, but not limited to, off-site borrow or waste areas), the contractor shall submit a supplementary erosion control plan to the owner for review and approval by the pian approving authority. (16 Jun 2005) Albemarle County Engineering Final Plan General Notes 2ND ACCESS M.H, FOR CLEANOUT 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. Page 3 of 4 6. The contractor is responsible for installation of any additional erosion control measures necessary to prevent erosion and sedimentation as determined by the plan approving authority. 7. All disturbed areas are to drain to approved sediment control measures at all times during land disturbing activities and during site development until final stabilization is achieved. 8. During dewatering operations, water will be pumped into on approved filtering device. 9. The contractor shall inspect ail erosion control measures periodically and after each runoffproducing rainfall event. Any necessary repairs or cleanup to maintain the effectiveness of the erosion control devices shall be mode immediately. 10. All fill material to be taken from an approved, designated borrow area. 11. All waste materials shall be taken to an approved waste area. Earth fill shall be inert materials only, free of roots, stumps, wood, rubbish, and other debris. 12. Borrow or waste areas are to be reclaimed within 7 days of completion per Zoning Ordinance section 5.1.28. 13. All inert materials shall be transported in compliance with section 13-301 of the Code of Albemarle. 14. Borrow, fill or waste activity involving industrial -type power equipment shall be limited to the hours of 7:00am to 9:00pm. 15. Borrow; fill or waste activity shall be conducted in a safe manner than maintains lateral support, or order to minimize any hazard to persons, physical damage to adjacent land and improvements, and damage to any public street because o slides, sinking, or collapse. 16. The developer shall reserve the right to install, maintain, remove or convert to permanent stormwater management facilities where applicable all erosion control measures required by this plan regardless of the sale of any lot, unit, building or other portion of the property. 17. Temporary stabilization shall be temporary seeding and mulching. Seeding is to be at 75 lbs/acre, and in the months of September to February to consist a 50/50 mix of Annual Ryegross and Cereal Winter Rye, or in March and April to consist of Annual Rye, or May through August to consist of German Millet. Straw mulch is to be applied at 80lbs/100sf. Alternatives are subject to approved by the County erosion control inspector. 18. Permanent stabilization shall be lime and fertilizer, permanent seeding, and mulch. Agricultural grade limestone shall be applied at 90lbs/1000sf, incorporated into the top 4-6 inches of soil. Fertilizer shall be applied at 1000lbs/acre and consist of a 10-20-10 nutrient mix. Permanent seeding shall be applied at 180lbs/acre and consist of 95% Kentucky 31 or Tall Fescue and 0-5% Perennial Ryegross or Kentucky Bluegrass. Straw mulch is to be applied at 80lbs/100sf. Alternatives are subject to approved by the County erosion control inspector. 19. Maintenance: All measures are to be inspected weekly and after each rainfall. Any damage or clogging to structural measures is to be repair immediately. Silt traps are to be cleaned when 50% of the wet -storage volume is filled with sediment. All seeded areas are to be reseeded when necessary to achieve a good stand of grass. Silt fence and diversion dykes which are collecting sediment to half their height must be cleaned and repaired immediately. 20. All temporary erosion and sediment control measures are to be removed within 30 days of final site stabilization, when measures are no longer needed, subject to approval by the County erosion control inspector. (16 Jun 2005) Albemarle County Engineering Final Plan General Notes Page 4 of 4 General construction notes for Stormwater Management plans 1. All dams and constructed fill to be within 95% of maximum dry density and 2% of optimum moisture content. All fill material to be approved by a geotechnical engineer. A geotechnical engineer is to be present during construction of dams. 2. Pipe and riser joints are to be watertight within stormwater management facilities. 3. For temporary sediment traps or basins which are to be converted to permanent stormwater management facilities; conversion is not to take place until the site is stabilized, and permission has been obtained from the County erosion control inspector. t ---------- 111111m OVERFLOW AND DISCHARGE M.H. 7' DIAMETER DISCHARGE MANHOLE M.H. 4A 4' DIAMETER MANHOLE DOUBLE COMPONENT 2 1/2' HDPE(WATERLINE) GRAVITY TO IRRIGATION PUMP r 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 95% 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 CERTIFICA11ON 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. F �f A,l e BOWIE GRIDLEY ARCHITECTS, P.L.L.C. 1010 VSWISIN AVE, KW SUiTE 400 WASHINGTON, D.C. 20007 Til. (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 OP KURT W. GLO&CI O Lic. No. 005649 11 �jorrAL � Copyright Q Uate 1 Schematic Design Submission 4/4/08 2 PREUMINARY SITE PLAN TO CA. 9/29/08 3 100% DD SUBMISSION 10/17/08 4 100% CD SUBMISSION 12/10/090/09 St. Anne's - Bellield Lower / Middle Schaal Foulconer Drive Chorlot tesv,'lle� Virginio 6GA 07020 STATE ROAD AND COUNTY CONSTRUCTION NOTES CISTERN DETAILS 07-029-00 VG. NAME C 0 07029SP5.DWG ;ALE 6 OF 27 1"=20' BEGIN PRIVATE ROAD PROJECT t MIDDLE SCHOOL ROAD \ 00 STATION 10+00.00 n p MAGNETIC MERIDIAN o ` p\-\ cF 3 � G � \�'1 G, — \ �,� �. -S.o 0S 10 20 40 \ ROP 0A SCALE •Ci O ,rov SCALE IN FEET6 'valz CENTERLINE CURV€ DATA \ Q ` L=102.27 \ 3"-4 �v R=264.98 ` Z 5.0 ELBOW Delta=22 06 52„ =51.7 �\ Lu A \ Hu 0 - Lu s� �.) o' 1 \£w 14 , \ PROPOSE - \ ,\ �"`�`� R- -\ STATION -- \ \ 's o4vT p s , ,��,o° �• r �.. 8 P ENTERL CUR DATA C L=152.91 R=192.33 rn �\ �- LID �\+ H De '33'08” r / ?+p0 Ton=8 0 0 L� ~`"--•p,�,�G�,. � �� � �- 4"X30REDU ER o li 2 0 .�_., _`�}- \ ® •h5 `- 4" WA ER VA 0 13 0 DEXIS3TII G S19'29'06 ETE LIell o 6i 61 6' 6E 69 64 6' V 62 61 60 DATUAf EZEY 595.00 69( 68( 67C 66C 65C 64C 630 620 610 600 ill 11 ACTIVITY �oo COURTYARD Qom --- Q� i � ku 5 RCP "~--,-- \ I \. \ O l I PROPOSED / \ PROPOSED MIDD E '� , DINING / ~� SCHOOL WING \ I I i FF. ELE V. = 6 40. l i \ \ \ C \ \ 640 00 + �o�• • S G, \ !\ PROPOSED PVC 11 � - C 15+, PROpOSEp MIDDLE SPH DR ri R=5"0 MH GG 6 00 85.00' CE RLINCURVE AT I " M0 /NSA 2 �� ` = 10 SPACES 205.4 q `y \ --/ 1 B 15.0 G�i G2 Z' 3.0' `--�_ �� �--� _ --- L 3.82 NEW .0' SIDEW K ---- — Delta= 2'3 '31" MO -- DI � ~``�--_ .. -� �` 1 Tan= 9. 2 REMOVE OLD SIDE ALK � \ ' >>..'.' ----.,, W 15" R.C.P. VI( --' �a 24%PIPE XISTIN E�STING IN THIS ,1�REA ^• �? INV IN=591.34 1-3 7 4%06 / Q o \ Ig 1 I SO 1 \ Q z -tot / — l `SP0� 70 — ( O f I 1 I / f HIGH POINT ELEV = 640.79 MIDDLE SCHOOL ACCESS ROAD 14+00 HIGH POINT STA = 16+90.70 HORIZONTAL SCALE: 1"= 50.0' PVI STA = 16+25 VERTICAL SCALE: 1"=20.0' PVI ELEV = 642.50 690 580 570 360 350 340 i30 X20 110 00 CG -2 6" CURB 15+00 (TYPICAL) _ 11' I 11' CG -2 EXISTING GROUND 6" CURB 220#PSY SM -2A (TYPICAL 1/4": 1 1/4": 1' .. 690 ;;s,. f, �'►: .,.�.:t:::r. ?"a: ��•; :..•: ..:'. •:;.:••.::: ,:,. , .,:.,• •::... , 680 2" IM -1A 8"#21 /21 A INTERM. MIX AGGR. BASE WITH COVERED 670 PRIME COAT 660 SUB—BASE MIN. CBR=10 650 ST. ANNES-BELFIELD INTERNAL ROAD CROSS-SECTION MIDDLE SCHOOL ACCESS ROAD 640 TYPICAL CROSS-SECTION N.T.S. coO . p =15.0' Q.Ile cl 0R =15.0 CE TERLINE CURVE DAA_- -. , L=179.43 Ita=25'42'03" i =� `'-- 1.25 + MIDDLE SCHOOL ACCESS ROAD HORIZONTAL SCALE: 1"= 50.0' VERTICAL SCALE: 1"=20.0' - -- 19+00 630 620 610 500 DATUAf F.EV 595.00 20+00 20+13.85 END MIDDLE SCHOOL ROAD PROJECT BOWIE GRIDLEY ARCHITECTS, P.L.L.C. 1010 IMSCONSIN AVE, K1 SUITE 400 WASHINGTON, D.C. 20007 TEL (202) 337-0888 FAX 202 337-2626 FIIIIIIIII`�GLOECKNER_ ENGINEERING /SURVEYING INC. ENGINEERS - SURVEYGRS PLANNERS 508 DALE AVENUE, SUITE A CHARLOTTESVILLE, VA. 22903 IsTel. 434-971-1591 Fax. 434-293-7612 St. Anne's Bdfi*dd lower diddle School I i Foulconer Drive Ghorlot tesville, Virginio BGA 07020 MIDDLE SCHOOL ACCESS ROAD i PLAN AND PROMS JOB. NO. 7� 07-029-00 DWG. NAME 00 07029SP5.DWG SCALE 1"=20' 7 OF 2 7 � of KURT M. G.OECIM Lic. No. OM649 3.109 NG GROUND Copyright No. Issue — Revision Date 1 Schemuticc Design Submission 4/4/08 2 PROGRESS PRINT 8/25/08 3 66% DD PROGRESS SET 9/5/08 4 PREUMINARY SITE PLAN To CO 9/29/08' 5 100% DD SUBMISSION 10/17/08 6 100% CD SUMMON 2/10/09 St. Anne's Bdfi*dd lower diddle School I i Foulconer Drive Ghorlot tesville, Virginio BGA 07020 MIDDLE SCHOOL ACCESS ROAD i PLAN AND PROMS JOB. NO. 7� 07-029-00 DWG. NAME 00 07029SP5.DWG SCALE 1"=20' 7 OF 2 7 � BOWIE GRIDLEY ARCHITECTS, P.L.L.C. 1010 IMSCONSIN AVE, NX 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 ,TH ��� A Dr ' W 9- kOECKa s Lic. Na 005649 �l�A1AL >�l 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 PREUMINARY SITE PLAN TO CO. 9/29/08 5 100% DD SUBMISSION 10/17/08 6 100% CD SUBMISSION 2/10/09 Sl. Anne I s - Bel field lower / Middle Scholl . FoulOoner Drive Chorlot tesville. Virginio BGA 07020 LOWER SCHOOL ACCESS ROAD AND STATE ROAD PLAN AND PROFILE !. N0. 07-029-00 NG. NAME 07029SP5.DWG ,ALE 1 "=20' C 1. 2 8 OF 27 CG- 3 BOLLAR S 3 BOLLARDS D p -OFA Fz p / 1 MAGNETIC p�� �� ,.► GG G2 q / 6, p. MERIDIAN � � � G /0£y. P qLk rNO 20 40 ,Q O L-180 45 R`C, OS�Q co �o Q \_48.00 S f 5,�, EII _ T 4 � D Ta 215' 44'27" 0 � ALE IN FEE �-- `�Q ��., L� ©a' ` D/, \ MD'1 0 1078, _ 3 \ ' L' 18.09' �� q `�` FRQ Q v, o �'1EE SHEET E02 FOR`c'Ato qGHTING PLANR£C q/N YC /�N TYp/C£ (oq ��qs k o �p \ / 2 ii O /s yq qL q >r S � r / G O. ---$39 c L=28.87 �4j• ChrgR£�� £N D£Tq O/V P 1�wR=44'40'28" �O /NTD R Lpw TyS RN \ �•�• �� Delta 2 TCy f ppI"V y££T \ \ Tan -9.19 O S 4 T NOTE: ��°. ��\o �• S SNOOP ALL PARKING SPACES WILL BE co •� R'� \ T STRIPED ACCORDING TO 63 O p 'q PAIN S /�� ,2 4 N AS TYPICALLY / �� gyp/ GG 64 THE PATTERNS A Cq DIMENSIONED AND SHOWN. O• HINT L Nq / / \ / /pt q Alp g 0 w 8 pq �0�0 trCIO SpAC£S qC Spq ` A` NT 645.5 C£ / r1 00' 1y0 �/m CpRO/� \ Off£ p 7 SP p 4 le 48 4p Gi-'� ® \ p �� .gyp _pO \\_ x / �� GOyro• �` 86 35. S£0 pgRk/ ` 9�LPO. (P .2 W / �`' `s 1 NG q 0' 34 p �s o. , G vo O. p SPA £s R£q 7' rYp qC£ \ R!5'� \ �- pq/NT /CqL p ` L= 5 19 S PgRk� q -48. 0 � CIF TRIP£ NG Spm `� \ alta 10 ' 4" � ALL Sp,A4C£ \ `� Tan= �6 ` \.33 A \----- - _ iMINIMUM 20.0' DEE%P PP LANDSCAPE D/y PROPOSED FIELD BUFFER BETWEEN SPA o, 1S 0 NDRODco ` SNGG,fSUBJECT ^ /p eo` LpCLqSS 6 GG 8 APPROVAL o `q � ../._ -.,..'" JI _ _. RA/ £CY 7;,;! T T£R \ ONLY SIGN . LP' S££ V' ­ 0 p CL£DO v • �, S Sy N \ (p ONE AY _- o s ��TYp £ G o 6 ££T JA £S /C 116 pCq p S g TO ry �. 8 SP ,'�• a Q FT N p AS£ Tq C£ ` 21 •'(, --'-�C �' _ -- -/ p q/L TySR L OF 12 D/,3 GG•2 2 S o G.2 o (0 1GG, £T 6spq C£S 05 e G ° PA R 49.0 _�� o A o LT%E C'qz\ '� � % \ p •�,-----._ � D Ton=39.97 / \ \6� � •�. � •2 � �� --- �R� Eet N � _a 00 1cr *01 0 25'0 1 K �, \ LEPHO '� Wq Q11�14 SIGHT ODI DISTANCE= 310' N rn 0 15.0' K\ SES � PED 8 \ N26'51'01 E O N -- R.2� O O m \ ONE WAY ONLY SIG G, w �. 129.16' Dorm ONE WAY NO ENTRANCE SIG �-�----_� MINIMUM 20 0 p P (SEE SHEET C2•1 FOR r__r --- - °� `_ F 11 --- - '---•l -� o O 4 �, -----_ _ PARKING PROFILE A LS -- - `---- y ,Il SIGHT DISTANCE= 380 �'' OK > 280' 6�8 - ��." --``--AND _ 10+00 TBR O � EN �NP1�� .- ONE WAY -` . _ 100 IGN p '-- ' -'"-"� S22�0 -- v { o o 1 ✓� 19'5a 49 NEW O G ---- 34 44 - - -_ '---35 • N55 .1. _ = 3 �om -- -_ p A ° 5.54 +NEW UGEL 3 o o oc` O �S o tJE- L=117.29 _p - ON CENTERLINE z P©RN--�� ��. - -- �_ Z R=816.00 L Delta=6 R=533.0 "-- .� Tan=58.75 FAULCONER DRIVE eTan 167.4 4*25 2 " dMP ~-----•--'`� (STATE ROUTE 855) EXISTING 15 --."" --` CENTERLINE CURVE DATA -'"' ----- __r -- L=59.95 R=500.00 ! .--- •_.__` \ \ ,` _� `.._- _..---.._.._..._ - -------r Delta=06'52'12" Tan=30.01 ROAD TO WIDENING AND OVERLAY SECTION 720 710 700 690 680 670 660 650 640 630 DATUM ELEV 620.00 RECONSTRUCT ENTIRE N� �M 4��tiz of yf KURT M. a gcNER Ur_ No. 005649 Ok ti TONAL LOW POINT S = 16+55.93 No. Issue - Revision Date PVI STA 17+00 4/4/08 2 PROGRESS PRINT 8/25/08 3 66% DD PROGRESS SET 9/5/08 4 PRELIMINARY SITE PIJW TO CO 9/29/08 PVI ELEV = 633.00 10/17/08 5 1 100% CD SUBMISSION 2/10/09 A.D. 3.99 ~ J � ZO cr Lcp + rn a-J 0 O � M � M N > Lit cfl 0 r > FINISHED GRADE j + �N w W V) - 2.43% 2.43% 4.79' COVER -- EXISTING GRADE rn N� CON M d0 o0� pp .0 1� �0 060 OO OM eoN �� N� Mni ^� �rM LOe- O p0 0� 00pMj �`O Mt6 MM oc)+ CPT_ OF M Mto M oM to It took Coto cow to 0 nn 0n to IIQ zN 00 to co 0 � W ins nn 21+00 22 720 710 700 690 680 670 660 650 640 630 DATUM ELEV 620.00 d' LO d4- to +00 16+50.00 17+00 I t3+uv NOTE: CG -2 = S ANDARD V.D.O.T. CONCRETE CURB 11' 11'all, 12' . - 18' CG -2 EXISTING SIDEWALK ALL PROPOSED PAVEMENT WIDENING MUST BE LOWER SCHOOL ACCESS ROAD (A PORTION OF STATE ROUTE 855) AISLE PARKING BAY 6 CURB IN ACCORDDANCE WITH VDOT ST'SCALE: : D WP -2 1'= 50.0' ( PERVIOUS PAVEMENT) (TYPICAL) EXISTING GROUND 10 10 _ m'r'' VERTICAL SCALE: 1 "=20.0' 8" PORTLAND CEMENT RECYCLED 1.5" OR ti GLASS AGGREGATE CONCRETE 165#PSY SM -2A 165#PSY SM -2A ENTIRE WIDENED CROSS-SECTION WILL BE WIDENING WILL MATCH " (EXISTING) OVERLAID WITH 1.5" OF ASPHALT PAVEMENT (SM -2A) C,O FPAVEMENT COLOR TO BE CHOSEN BY ARCHITECT SLO TO GRADING PLAN EXISTING STATE ROAD (NEW) 3.0BM-2 SURFACE (NEW) 1 e 6" X 6" WELDED WIRE MESH W2.1 X W2.1 BASE AND SUB -BASE -=-1 /4":1' 1 /4":1'-.--- o REINFORCEMENT FABRIC 3its.1' 1 "• ." c�� FILTER FABRIC UNDER SLAB r :••. v 12"RECYCLED GLASS BASE ACCESS HOLE FOR 6" SB -1 PIPE= 18 3" BELOW BOTTOM OF D.I. THROAT TYPICAL 5' CONCRETE SIDEWALK 4" SLAB BASE=#57 STONE AGGR. EQUIVALENT (LEEDS) FILL 8"#21/21A 6#21/21A/ CUT WITH 4" MIN. STONE BASE(TYPE 21-A) ON TOP OF GEOTECH AGGR. BASE AGGR. BASE SUB -BASE 4' FILTER FABRIC 3' y` WITH COVERED WITH COVERED MIN. CBR=10 ''� " 5'-0" 6 X 6 -W2.1 XW2.1 WELDED WIRE MESH 4 6" DIA. SB -1 HDPE SOCK SLEEVED PIPE PRIME COAT PRIME COAT PIPE CONNECTED TO DROP STATE ROAD -HALF SECTION PRIVATE DRIVE -HALF SECTION 6" AGG. BASE(TYPE 21 A) SUBGRADE=CBR MIN. 10(95% COMPACTION) SUB -BASE MIN. CBR=10 INLETS AS SHOWN ABOVE NOTE:ST. ANNES-BEIMLD PERVIOUS PARI{ING LOT ST. ANNES-BELFIELI) 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 TYPICAL HALF -SECTION LOWER SCHOOL ACCESS ROAD TYPICAL SIDEWALK SECTION CONCRETE AT 28 DAY STRENGTH AND REINFORCED N.T.S. WITH 6X6 -W2.1 X W2.1 WELDED WIRE MESH TYPIC AL CR- OSS SECTION N.T.S. N.T.S. - 508 DALE AVut.._, CHARLOTTESVILLE, VA. 1i3.,_ isTel. 434-971-1591 Fax. 434-293-7612 St. Anne's - Belfield Lower Middle School Foulconer Drive Charlottesville, Virginia 8GA 07020 LOWER SCHOOL ACCESS ROAD AND STATE ROAD PLAN AND PROFILE � jr \bet JOB. NO. 07-029-00 DWG. NAME C I * 3 07029SP5.DWG 1 SCALE 1"=20' 9 OF 2 4��tiz of yf KURT M. a gcNER Ur_ No. 005649 Ok ti TONAL 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 PIJW TO CO 9/29/08 5 100% DD SIIBMISSION 10/17/08 5 1 100% CD SUBMISSION 2/10/09 St. Anne's - Belfield Lower Middle School Foulconer Drive Charlottesville, Virginia 8GA 07020 LOWER SCHOOL ACCESS ROAD AND STATE ROAD PLAN AND PROFILE � jr \bet JOB. NO. 07-029-00 DWG. NAME C I * 3 07029SP5.DWG 1 SCALE 1"=20' 9 OF 2 i \ v D � T ` 1PINMoAPMRO� E ° BEGIRAODJE C ROEE MAGNETIC P O NT P MERIDIAN � t \ � � f/ HEE PROPOSED PLAYING FIELD �, G _ Is D ` 1 0 10 20 4 <, E A � � 5 �� 0 TC HEED � - N NNE oo.00 �, ELEV.-656.00 \ SCALE IN FEET o -caTo f SLOPING TO 654.00 \ Q N f \ \G M N W ,1 coo 1 r •,,r,.'� \ 1 WN + 0 j l \ a ` \ e�• j pt) 1 \ o � 1 • '1'F -- NOTE: \ Z �L:206.31150WATERLINE i CENTERLINE CURVE DATA p \ ( \ r i `/ TERL NE IS TO BE LOWERED IN THESE ARES !. _ L-95.59150.00 __---- ----_. o ' R=200.00 r � RQ OF De to 78 812 _ W N '� pp^ Q /J \ 'p 6• Ta =123.22 \ Delta -27 23 02 60 �"�� -p( t , ! k /� �� \ Tan=48.73 $Z S 1 � ---._ 0 --- � E- � ----- E �� pia \ OW - Q \ w o � \ 1. o Q 1_ l + ---- 1 ! \ 1 �1 Q \ t ; z o + k \ 1 Uq , GUARD R L N5 5711 +9Z \11 s. ti lop \ _ %\ \ \ \ \ \ \ K P P \ \ AC SE AR � SP � \ a RE \ \ \ � \ `�o i1'F � OF: 20 F � RA \ �' Z 1 i \ \ .57 f I� \ I \ 15a•72 \ m \ \ \ \ 1 \ s \ \ l I � / o , I _ \ 1 \ \ 720 710 700 690 680 670 660 650 640 630 DATUM ELEV 620.00 LO co RECONSTRUCT ENTIRE ROAD TO WIDENING AND OVERLAY SECTION PVI STA = 22+75 4z'lr00 L HJT VV 3"X12" (P.T.) RAILS DIAGONAL o PATTERN 6" X 5/8" 3"X12" (P.T.) GALVANIZED RAILS TO BE LAG BOLTS SET INTO POSTS 28" (3 BOLTS AS SHOWN PER RAIL) " GROUN GROUND �I 8"X8" (P.T.) POST 4.0' NOTES: 'POSTS SPACED 1 • P.T.=PRESSURE TREATED ( 2. FACE OF GUARD RAIL LOCATED 8.0' ON CENTER) 3.0' OFF EDGE OF DRIVE GUARD RAIL DETAIL N.T.S. c•+rvv 1O+UU LOWER SCHOOL ACCESS ROAD (A PORTION OF STATE ROUTE 855) HORIZONTAL SCALE: 1 "= 50.0' VERTICAL SCALE: 1"=20.0' 11' 40 11' I_ 10' �10' = 'll 26+00 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 1/4": l' 1/4":1' F 2 FILL 4' 6"#21/21A AGGR. BASE SUB -BASE MIN. CBR=10 WITH COVEREDPRIME COAT ST. ANNES-BELFIELD INTERNAL ROAD CROSS-SECTION STATE ROAD WIDENING/OVERLAY IMPROVEMENT LOWER SCHOOL ACCESS ROAD TYPICAL CROSS-SECTION N.T.S. _ 2 1 CUT 4' 3' 27+00 720 710 700 690 680 670 660 t5o STA: 28+14.09 ELEV: 648.50 640 630 DATUM ELEV 620.00 28+00 28+14.09 END LOWER SCHOOL ROAD PROJECT COURTYARD DIMENSIONS AISLE DUMPSTER SLAB DUMPSTER DIMENSIONS SLOPE TO GRADING PLAN -; 6"- 3000 PSI CONCRETE PAVEMENT SLAB 6 X 6 WELDED WIRE MESH W2.1 X W2.1 :. REINFORCEMENT 7<• [ 9� 2.099 8"- 3000 PSI CONCRETE PAVEMENT SLAB 2.5» ADDITIONAL REINFORCEMENT IN 10'X10' APPROACH SLAB AREA 6 X 6 WELDED WIRE MESH W2.1 X W2.1 4" - TYPE 21A AGGREGATE SUB -BASE MIN. CBR=10 PAVEMENT COLOR TO BE CHOSEN BY ARCHITECT SERVICE COURT PAVEMENT AND DUMPSTER SLAB TYPICAL PARTIAL -SECTION C A v3�,M�° BOWIE GRIDLEY ARCHITECTS, P.L.L.C. 1010 WSWISIN 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 Is Fox. 434-293-7612 r-0- of KURT M. G.OEOW Uc No. 005649 �0 IOTiAL 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 1 OD% DD SUBMISSION 10/17/08 _ 6 1OOX CD SUBMISSION 2/10/09 SI. Anne I s - Bel field Lower / Middle School Faulconer Drive Charlot tesviile, Virginia GGA 07020 LOITER SCHOOL ACCESS ROAD AND STATE ROAD PLAN AND PROFILE JOB. NO. 07-029-00 DWG. NAME C4 07029SP5.DWG • SCALE 1"=20' "_20, 10 OF 2' VVI ttXV 64/.00 A.D. = 7.38 K 33.86 HIGH P INT ELEV = 671.17 FROM STATION 27+00 T STATION 28+00.00 Go `� HIGH POINT STA = 25+57.32 r- WILL BE REPAIRED FROM ANY DEMOLITON DAMAGE +e q+ PV STA = 25+6 + r� AND OVERLAID WITH 2" 0 SM -9.5 ASPHALT CONCRETE o N N �° PVI ELEV = 674.98 N to to PAVEMENT. 04 co > W > A.D. - K - 7.37 > > °D m W w FINISHED GRADE iW w STA: 26+45.16 ELEV 666.00 � COVER= 3.33 9. -10.5590 STA: 21464.13 ELEV: 664.00 1 EXISTING GRADE 0 Z z cr_ 03 m r- o0 +o N Z Q cn to .00 P9 mN N00 0,4- X 0W M n N n ^ d N N OD �c�p co �� �co coco W� `n co coop co co co �� W co co co co to d�- co 4z'lr00 L HJT VV 3"X12" (P.T.) RAILS DIAGONAL o PATTERN 6" X 5/8" 3"X12" (P.T.) GALVANIZED RAILS TO BE LAG BOLTS SET INTO POSTS 28" (3 BOLTS AS SHOWN PER RAIL) " GROUN GROUND �I 8"X8" (P.T.) POST 4.0' NOTES: 'POSTS SPACED 1 • P.T.=PRESSURE TREATED ( 2. FACE OF GUARD RAIL LOCATED 8.0' ON CENTER) 3.0' OFF EDGE OF DRIVE GUARD RAIL DETAIL N.T.S. c•+rvv 1O+UU LOWER SCHOOL ACCESS ROAD (A PORTION OF STATE ROUTE 855) HORIZONTAL SCALE: 1 "= 50.0' VERTICAL SCALE: 1"=20.0' 11' 40 11' I_ 10' �10' = 'll 26+00 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 1/4": l' 1/4":1' F 2 FILL 4' 6"#21/21A AGGR. BASE SUB -BASE MIN. CBR=10 WITH COVEREDPRIME COAT ST. ANNES-BELFIELD INTERNAL ROAD CROSS-SECTION STATE ROAD WIDENING/OVERLAY IMPROVEMENT LOWER SCHOOL ACCESS ROAD TYPICAL CROSS-SECTION N.T.S. _ 2 1 CUT 4' 3' 27+00 720 710 700 690 680 670 660 t5o STA: 28+14.09 ELEV: 648.50 640 630 DATUM ELEV 620.00 28+00 28+14.09 END LOWER SCHOOL ROAD PROJECT COURTYARD DIMENSIONS AISLE DUMPSTER SLAB DUMPSTER DIMENSIONS SLOPE TO GRADING PLAN -; 6"- 3000 PSI CONCRETE PAVEMENT SLAB 6 X 6 WELDED WIRE MESH W2.1 X W2.1 :. REINFORCEMENT 7<• [ 9� 2.099 8"- 3000 PSI CONCRETE PAVEMENT SLAB 2.5» ADDITIONAL REINFORCEMENT IN 10'X10' APPROACH SLAB AREA 6 X 6 WELDED WIRE MESH W2.1 X W2.1 4" - TYPE 21A AGGREGATE SUB -BASE MIN. CBR=10 PAVEMENT COLOR TO BE CHOSEN BY ARCHITECT SERVICE COURT PAVEMENT AND DUMPSTER SLAB TYPICAL PARTIAL -SECTION C A v3�,M�° BOWIE GRIDLEY ARCHITECTS, P.L.L.C. 1010 WSWISIN 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 Is Fox. 434-293-7612 r-0- of KURT M. G.OEOW Uc No. 005649 �0 IOTiAL 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 1 OD% DD SUBMISSION 10/17/08 _ 6 1OOX CD SUBMISSION 2/10/09 SI. Anne I s - Bel field Lower / Middle School Faulconer Drive Charlot tesviile, Virginia GGA 07020 LOITER SCHOOL ACCESS ROAD AND STATE ROAD PLAN AND PROFILE JOB. NO. 07-029-00 DWG. NAME C4 07029SP5.DWG • SCALE 1"=20' "_20, 10 OF 2' BOWIE GRIDLEY ARCHITECTS, P.L.L.C. 1010 WISCONSIN AVE, N.W. SUITE 400 WASHINGTON, D.C. 20007 TEL (202) 337—M 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 T. OP !—KURT M. GLOECKNER Lit No. W%49 �j�11TAL �1 Copyright 0 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 5 100% DD SUBMISSION 10/17/08 6 100% CD SUBMISSION 2/10/09 St. Anne's - Bdfi*dd Loner / Diddle School Foulconer Drive Chorlot tesvIle,, Virginio 8GA 07020 STORM SEWER PROFILES )B. N0. 07-029-00 NG. NAME C2*0 07029SP5.DWG 1 "=20' i1 1 OF 27 670 650 640 630 DATUM ELEV 625.00 0 M c0 I O J W_ Ln X z cin i v X m M w Z W 1 nl W En Z cn = o In p z W n ''�r<i a °' a a o Z0a rn o ►¢- U 3 cn a zw LO r-0 '�t o 0 CV 0 486, 0 O 0 't Uj O CV J^g 11 M o I- X II to OJ _ 1M ZCID J W W J U w > 11 z m 0 j m W <w Q I w p I O I w CL O w 0 0_ O z o O t0 o04 ml F z QI o 00 00 Uj N WUj co N CL O -0 N a, - FINISHED O W EXISTING GRAD tC ++ c z + 2.70% z + o 0w WM an. 619.06 I N 21.50 -1 o EXISTING GRADE o mum Cn N CLASS III CLASS 111 N CLASS III L=12.0' p Z0M 42.00'- 1 R.C.P. ®3.88% 26.2a rn 21.50' 632.53 c0 CLASS III x M 04 C4 C'4 P �g.49 ccoo It CMC o w co cM0 co C j Z V C14 _j II p co O n V_z O 00 CL > z co H3ZZ Z 16 17 co 00U.) cne - Oo i rn 2.13% CD co qtr chi Qhj 0 �� to .04 631.05 11 H p TYPE III GRATE w to co co z M0 t 17 18 CLASS III 47.11' 631.05 630.00 2.23% ADD END SECTION ES -1 18 Z > ~ > z '- o O Z O Z � Z z z 670 650 640 630 DATUM ELEV 625.00 10+00 PROFILE STORM SEWER LINE/ RUN MH17,DI#2B, TO DI#2A a HORIZONTAL SCALE: 1 =20.0' R VERTICAL SCALE: 1"=10.0' 0 Ld w � o M 640 to J W 0 630 0 O 0 0 620H 610 600 DATUM ELEV 595.00 to C F O J W_ Ln X z cin i v X m M w Z W 1 nl W En Z cn = o In p z W n ''�r<i a w + O a a o Z0a �(0 z F o ►¢- U 3 cn a zw 0 O 11 il o m NQ z �N 0 �o0 486, Ln X;5 �Sb c J CV J^g 11 M Q I- X II 0- - 11 w O N Z > > 1M ZCID I 10+ D PROFILE STORM SEWER LINE/ RUN DI#13TO DI#14 HORIZONTAL SCALE: 1"= 20.0' VERTICAL SCALE: 1"=10.0p v ri D D > DRAINAGE STRUCTURE SUMMARY • 1j 640 630 620[ 27. DATUM ELEV 610.00 0 0 N co 660 650 660 640 650 630 640 1620 630 % DATUM ELEV DATUM ELEV 610.00 620.00 to 0 M 0 10+00 PROFILE 10+31.80 10+00 STORM SEWER LINE/ RUN DI#10 TO DI#9 HORIZONTAL SCALE: 1"= 20.0' VERTICAL SCALE: 1"=10.0' DESCRIPTION 10 O ccoo tC O O J > REMARKS W �? m w F -W1.1 Ma zo � CL 0 II O 11O U) 636.54 00 0 O Z M O to O M �o0 634.91 Ln X;5 a T7 0: J N FINISHED GRADE 0'-12" R.C.P 02.70 CLASS lltCID > > co 00 a; of W M U w FI 11 z o 0 j - Z Z 660 650 660 640 650 630 640 1620 630 % DATUM ELEV DATUM ELEV 610.00 620.00 to 0 M 0 10+00 PROFILE 10+31.80 10+00 STORM SEWER LINE/ RUN DI#10 TO DI#9 HORIZONTAL SCALE: 1"= 20.0' VERTICAL SCALE: 1"=10.0' STRUCTURE DESCRIPTION Q INV.IN. INV.OUT SLOPE REMARKS NUMBER cn W w I J w N � N Y � 0 m 0 L=10.0' U) 636.54 1.50% W+ M O to O M U w+ 634.91 3.88% C/) 17 J J 182.16' 630.64 630.40 0.13% X > > DI -3B L=12.0' 634.91 W M W W J M J LU 7 15" R.C.P CLASS III 0 0 I o I a o a. CONVERT GRATE TO MANHOLE F'oulconer Drive to M 04 D p I O z (L=41.90') +NEW 12.0'=53.90' OMANHOLE 0 ;Fi:- N N z m N t•' t0 II N r - F z Z♦ - o J z J d + z + WUj CL O -0 a, w FINISHED GRADE o W EXISTING GRAD o o 27.80' N 619.11 2.70% 10 EXISTING WM 619.11 619.06 I N 21.50 -1 47.11-24" R C.P. 0 2.23% 36.60'-15" R. P® 213% mum R.C.P® o CLASS III CLASS 111 - 15 CLASS III L=12.0' p Z0M In ON 0 rn 21.50' 632.53 c0 1.40% O x M 04 C4 C'4 EXIST] ccoo It CMC o w co cM0 co 11 j Z V C14 _j II p co O n V_z O 15" R.C.P > Zz > z co H3ZZ Z 16 17 CLASS III cne - Oo STRUCTURE DESCRIPTION LENGTH INV.IN. INV.OUT SLOPE REMARKS NUMBER cn W w I J w N � N Y ® DI -3B L=10.0' F^ 636.54 1.50% W+ U 12" R.C.P L=42.0, U w+ 634.91 3.88% C/) 17 V' CLASS III 182.16' 630.64 630.40 0.13% X ® DI -3B L=12.0' 634.91 634.71 CLASS 111 TYPE III GRATE (TOP=632.46) 7 15" R.C.P CLASS III 26.28' 634.71 629.85 18.49% CONVERT GRATE TO MANHOLE F'oulconer Drive to M 04 D 0000 z (L=41.90') +NEW 12.0'=53.90' OMANHOLE ES -1 Z 629.65 Z - 2.08% O z II - z z + ODI -3B L=16.0' 619.86 -0 9 10 12" R.C.P 619.86 a do_ CLASS III 27.80' ` 619.11 2.70% 10 EXISTING WM 619.11 619.06 N DI -7 mum w V) - 15 DI -36 L=12.0' 632.53 15 16 `" R. C. 21.50' 632.53 632.23 1.40% 182.16'-8 (SLEEVED SB1 0 0.13% IPE) CLASS 1111 EXIST] G 15"CMP ®0.607 It 16 DI -3B L=8.0' 632.23 632.03 g M 15" R.C.P 16 17 CLASS III 36.80' 632.03 631.25 2.13% CD 1% DI -7 0 631.25 631.05 11 H p TYPE III GRATE 24" R.C.P z M0 t 17 18 CLASS III 47.11' 631.05 630.00 2.23% ADD END SECTION ES -1 18 ES -1 BIO -FILTER DRAINAGE STRUCTURE SUMMARY STRUCTURE DESCRIPTIO LENGTH INV.IN. INV.OUT SLOPE REMARKS NUMBER cn W w I J w N � N Y © DI -7 72.0' F^ 630.64 00 W+ U 8" SB1 Fc6 U U w+ O 100% DD SUBMISSION C/) 17 23 24 SLEEVED PIPE 182.16' 630.64 630.40 0.13% X ® DI -7 ®2.08% 630.40 630.38 CLASS 111 TYPE III GRATE (TOP=632.46) 23 24 " 15 CMP 53.90 630.38 630.06 0.60% EXISTING 15" CMP F'oulconer Drive to M 04 D 0000 z (L=41.90') +NEW 12.0'=53.90' © ES -1 Z t0 Z - 2.08% O 670 ••• 650 640 DATUM ELEV 630.00 O .* to PROFILE 11+00 STORM SEWER LINE/ RUN ES#18,DI#17 ,DI#16, TO DI#15 HORIZONTAL SCALE: 1"=20.0' VERTICAL SCALE: 1"=10.0' 680 670 670 I 660 660 INV.IN 1 i I 640 cn W w I J w N � N Y ZO 630 630 F^ zo 00 W+ U (75 Fc6 U U w+ O 100% DD SUBMISSION C/) 17 N O w cn W D Q z H W X W N 72.00'-15" R.C.P ®2.08% W 609.78 CLASS 111 ® 1 0 CLASS III CLASS III O W F- WCL LO c; F'oulconer Drive to M 04 D 0000 z BIO -FILTER O Co I Z t0 Z - 2.08% O z 670 670 I DATUM ELEV DATUM ELEV 620.00 610.00 0 O N to 650 640 650 STA: 10+00 ELEV: 634.00 630 40 DATUM ELEV 630.00 10+00 PROFILE 10+50 10+72.00 STORM PIPE/ ES #22 TO ES#21 HORIZONTAL SCALE: 1"= 20.0' VERTICAL SCALE: 1"=10.0' DRAINAGE STRUCTURE SUMMARY DATUM ELEV 620.00 0 4 M t0 660 660 INV.IN 1 650 650 640 w Q J w 1 640 Y ® 630 630 620 DATUM ELEV DATUM ELEV 620.00 610.00 0 O N to 650 640 650 STA: 10+00 ELEV: 634.00 630 40 DATUM ELEV 630.00 10+00 PROFILE 10+50 10+72.00 STORM PIPE/ ES #22 TO ES#21 HORIZONTAL SCALE: 1"= 20.0' VERTICAL SCALE: 1"=10.0' DRAINAGE STRUCTURE SUMMARY DATUM ELEV 620.00 0 4 M t0 660 m to st 1 640Cz 0 OW 650 co o >m 630 wM a. 1 Op 640 00 +Z rn- 620 i O No 630 610 620 600 DATUM ELEV DATUM ELEV 610.00 595.00 10+00 PROS 10+48.00 STORM PIPE/ ES #19 TO ES#20 HORIZONTAL SCALE: 1 "= 20.0' VERTICAL SCALE: 1"=10.0' ori LENGTH INV.IN 1 d• CHARLOTTESVILLE, VA. 22903 w w Q J w 1 1.65% Y ® 0 N ;Th IS < O 00 Z U (75 Fc6 U O O O 100% DD SUBMISSION w + N O m W j D Q z H Z X W N Uj !n w W 609.78 48.00' R.C.P ® 1 OXISTING CLASS III CLASS III 00 r - W F- WCL LO c; F'oulconer Drive to M 04 o w 0000 to BIO -FILTER O Co I 72,0' z - j 2.08% O z II - z z + z 660 m to st 1 640Cz 0 OW 650 co o >m 630 wM a. 1 Op 640 00 +Z rn- 620 i O No 630 610 620 600 DATUM ELEV DATUM ELEV 610.00 595.00 10+00 PROS 10+48.00 STORM PIPE/ ES #19 TO ES#20 HORIZONTAL SCALE: 1 "= 20.0' VERTICAL SCALE: 1"=10.0' d• O 640 > J W O h- 0 630 rn CV c0 O 620 cn 610 m a`�,•600 0 p DATUM ELEV 595.00 O > Z 000 + PROFILE 10+50 10+62.90 STORM PIPE/ DI#14B-1 TO MH#14B HORIZONTAL SCALE: 1'= 20.0' VERTICAL SCALE: 1"=10.0' < ori LENGTH INV.IN t0 d• CHARLOTTESVILLE, VA. 22903 W � I Q J w = 1.65% Y ® O a O 631.94' LU z ® (75 L=8.00' W coW O 100% DD SUBMISSION CONVERT TO CL O Z W j 631.94' U BOTTOM OF �J �J 1 w '"STAIRWELL FOOTING::T 610.78 609.78 60.9 - 12" RCP 01.64% CONVERT TO MANHOLE(MH-") OXISTING CLASS III 00 r - W F- WCL lower diddle c; F'oulconer Drive Charlottesville. Virginia c'o o w 0000 FI o BIO -FILTER O Co I 72,0' 639.00 j 2.08% z z II - z + CC) ETAIL CROSS- SECTION BELOWJ w d• O 640 > J W O h- 0 630 rn CV c0 O 620 cn 610 m a`�,•600 0 p DATUM ELEV 595.00 O > Z 000 + PROFILE 10+50 10+62.90 STORM PIPE/ DI#14B-1 TO MH#14B HORIZONTAL SCALE: 1'= 20.0' VERTICAL SCALE: 1"=10.0' < DESCRIPTION LENGTH INV.IN INV.OUT SLOPE CHARLOTTESVILLE, VA. 22903 19 0 15" R.C.P CLASS III Q o w 631.36 1.65% 1 ® O co 633.14' 631.94' 1.43% 66% DD PROGRESS SET ® Or w L=8.00' W coW 632.53 100% DD SUBMISSION CONVERT TO M DI -3A MODIFIED W j 631.94' 610.78 O �J �J 1 w 60.90' 610.78 609.78 �J' Z CONVERT TO MANHOLE(MH-") OXISTING GRA I W F- WCL lower diddle �� F'oulconer Drive Charlottesville. Virginia eGA 07020 o w PROFILES AND BIO -FILTER JOB. NO. 07-029-00 I 72,0' 639.00 11 2.08% SAND BIO- FILTER 21 22 II j z + ETAIL CROSS- SECTION BELOWJ tro w -0 z tn00 a do_ oN0 + ` OF' p T_ I WM OO EXISTING GRADE N ESN D Q w V) BOTTOM OF BIOF LTER = 631.46 182.16'-8 (SLEEVED SB1 0 0.13% IPE) EXIST] G 15"CMP ®0.607 It 00 53.90 TOTAL o c0 g M co co co CD 11 0 0 0 11 H 11 H p z M0 t MO c Z z Z 10+00 19 DESCRIPTION LENGTH INV.IN INV.OUT SLOPE CHARLOTTESVILLE, VA. 22903 19 0 15" R.C.P CLASS III 48.0' 632.15 631.36 1.65% 1 ® END SECTION L=84.01' 633.14' 631.94' 1.43% 66% DD PROGRESS SET ® CLASS III L=8.00' 632.73 632.53 100% DD SUBMISSION CONVERT TO O DI -3A MODIFIED L=2.0 631.94' 610.78 ANHOLE(MH-1 �J �J 12" R.C.P CLASS 111 60.90' 610.78 609.78 1.64% CONVERT TO MANHOLE(MH-") OXISTING GRA St. Annes -Bellield lower diddle School F'oulconer Drive Charlottesville. Virginia eGA 07020 STORM SEWER PROFILES AND BIO -FILTER JOB. NO. 07-029-00 END SECTION 72,0' 639.00 637.50 2.08% ES -1 L0001 5 21 22 15" n.C.P CLASS IIII ALTERNATE DI -7 3:1 SLOPE LOCATION TO (MAX) TOP DI -7 REPLACE CLEAN-OUT SOD TURF 632.46 SEE NOTE 1 a., ;31.46a; TOP DI -7 632.46 52.22'-15" C.M.P. DISCHARGE TO VDOT ES -1 AND DITCH 1.0' (� 1.3% SLOPE 1.0' .....75% SAND UNDER 25% TOP SOIL -011111- _ 182 0'-f INV. IN=630.38 AND GRASS ON TOPE I 8" PERFORATED P.V.C. PIPE WITH SOCK 00.13% SLOPE TO D.I. TO DI STORM DRAINS BIOFILTER CROSS SECTION N.T.S. 11+00 PROFILE STORM SEVER LINE/ RUN DI124,#23,TO ES#25 HORIZONTAL SCALE: 1 = 20.0' VERTICAL SCALE: 1"=10.0' NOTE: THE BIO -FILTER AND CONNECTING PIPES ARE THE SOLE RESPONSIBILITY OF ST. ANNES-BELFIELD DRAINAGE STRUCTURE SUMMARY 12+00 STRUCTURE DESCRIPTION LENGTH INV.IN INV.OUT SLOPE CHARLOTTESVILLE, VA. 22903 NUMBER 12" R.C.P Copyright No. Issue - Revision Date 1 4A 4 15" R.C.P L=84.01' 633.14' 631.94' 1.43% 66% DD PROGRESS SET ® CLASS III L=8.00' 632.73 632.53 100% DD SUBMISSION CONVERT TO ® DI -3B L=16.00' 631.94' 631.74' ANHOLE(MH-1 ODI -3B L=10.00' ENGINEERS - SURVEYORS 633.33 508 DALE AVENUE, SUITE A CHARLOTTESVILLE, VA. 22903 Tel. 434-971-1591 Fax. 434-293-7612 12" R.C.P Copyright No. Issue - Revision Date 1 3 CLASS III 60.01' 633.33 632.73 1.00% 66% DD PROGRESS SET ® DI -3B L=8.00' 632.73 632.53 100% DD SUBMISSION CONVERT TO 13 DI -3B L=10.00' ENGINEERS - SURVEYORS 612.33 508 DALE AVENUE, SUITE A CHARLOTTESVILLE, VA. 22903 Tel. 434-971-1591 Fax. 434-293-7612 15" R.C.P Copyright No. Issue - Revision Date 1 13 14 11 CLASS III 44.86' 612.33 605.31 15.65% 66% DD PROGRESS SET 9/5/08 4 1PRwmiNARy SITE PLAN TO CO. 9/29/08 5 100% DD SUBMISSION CONVERT TO 14 MANHOLE 2/10/09 605.31 605.23 ANHOLE(MH-1 OPTIONAL GRAVEL USE 4.0' X182.0' FILTER BED SAND CURTAIN LAYER DRAIN 728.00 SQ. FT. PROVIDED OVERFLOW ,LENGTH =,182.0' W W BIORETENTION AREA W W W VW W W W •V W D.I. -7 W n-0.25% 0.25% W W W=4.0' W W W .1. W TOP OF GRATE W W •v *GRASS W `► 'c' BERM=6.0' INVERT IS SOD 8"-10" ABOVE BOTTOM TO DISCHARGE ERM OF PONDING 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. 650 640 DATUM ELEV 620.00 12+36.38 GLOECKNER ENGINEERING /SURVEYING INC. ENGINEERS - SURVEYORS - PLANNERS - 508 DALE AVENUE, SUITE A CHARLOTTESVILLE, VA. 22903 Tel. 434-971-1591 Fax. 434-293-7612 $4�jLT OF Lr'� Kl Lip No. IOAIAL 43� 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 1PRwmiNARy SITE PLAN TO CO. 9/29/08 5 100% DD SUBMISSION 10/17/08 6 100% Q SUBMISSION 2/10/09 St. Annes -Bellield lower diddle School F'oulconer Drive Charlottesville. Virginia eGA 07020 STORM SEWER PROFILES AND BIO -FILTER JOB. NO. 07-029-00 � DWG. NAME 07029SP5. DWG 12 O F 2 7 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 (2D2) 337-2626 GIDECKNER ENGINEERING /SURVEYING INC, ENONEERS - SURVEYORS — PLANNERS — 508 DALE AVENUE, SUITE A CHARLOTTESVILLE, VA. 22903 Tel. 434-971-1591 Fax. 434-293-7612 LT Op. � IQIRT Y. 6LAECp�t � Ur. Ka 0056!8 Copyright 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 4 100% CD SUBMISSION 2/10/09 St. Anne's -Bel field lower Diddle School Foulconer Drive Charlottesville. Virginia 6GA 07020 WATERLINES PLAN AND PROFILE TO COMPLETE LOOP AND SERVE NEW SCHOOLS JOB. NO. 07-029-00 C3*0 13 OF 27 DWG. NAME 07029SP5.DWG SCALE 1 "=20' BOWIE GRIDLEY ARCHITECTS, P.L.L.C. 1010 WSCONSIN AVE, N.W. SLNTE 400 WASHINGTON, D.C. 20007 TEL (202) 337-0888 FAX 202 337-2626 GIDECKNER ENGINEERING /SURVEYING INC. ENONEERS - SURVEYORS - PLANNERS - 508 DALE AVENUE, SUITE A CHARLOTTESVILLE, VA. 22903 Tel. 434-971-1591 Fax. 434-293-7612 � ,tTH OF `r z, 10.liti II.OEM= is Ur. NO. 005649 I 8� Copyright No. Issue — Revision Date 1 Schematic Design Submission 4/4/08 2 PRELIMINARY SHE PLAN TO CO. 9/29/08 3 100% DD SUBMISSION 10/ 17/08 4 100% CD SUBM3SION 2/10/01] / 10/09 St. Anne's -Bel field Lower diddle School Foulconer Drive Chariot tesville. Virginia BGA 07020 WATERLINES PLAN AND PROFILE TO COMPLETE LOOP AND SERVE NEW SCHOOLS JOB. NO. 07-029-00 C3* I DWG. NAME 07029SP5.DWG 14 OF 27 SCALE 1 "=20' (-� 60" 1 36" 4 4 (225" FOR COMPOUND METER) 18 MIN. t-- 17.r so 37" i 12' MIN. MIINGNUT LOCIONG ASSEMBLY BYPASS - MIN. MIN. NOTES: 1. PROVIDE A 6" THICK GRAVEL BED BENEATH THE METER VAULT. 2. MINIMUM WALL THICKNESS FOR PRECAST OR POUR -IN-PLACE VAULTS SHALL BE 4". MINIMUM WALL THICKNESS FOR VAULTS CONSTRUCTED OF MASONARY BLOCK SHALL BE 8". 3. THE OUTSIDE OF THE VAULT BELOW GRADE SHALL BE COATED WITH AN APPROVED WATER PROOFING COMPOUND. TYPICAL METER VAULT (2" METER) NTS FIG. W -7C GOOD FOUNDATION MATERIAL TD -23 INITIAL BACKFILL ROCKY FOUNDATION MATERIAL 3EDDING STONE * 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 24"MIN INITIAL BACKFILL UNSTABLE g gg gg g SOIL MIN MiN. MN MIN. #68 STONE 68 STONEx�,• �'------- - ---- - ---- - STABLE SOIL OR ROCK 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 NTS FIG. W-2 TD -13 ►IA'R�. I /\Tf1 �►IT ►II /f.T I".r 36"MIN ... .. �• v �.,� • . • VALVE ' � . i •. ..• 8" X 6" r TEE 2500 P.S.I. CONCRETE -. • BASE AND THRUST r '. .4 % -'I ' BLOCK AGAINST UNDISTURBED STABLE SOIL. STEEL PILE 3/4" THREADED RODS TO WHEN THE SOIL IS DISTURBED OR WHEN MAIN IN ALL INSTALLATIONS. A HYDRANT IS LOCATED IN A FILL, ANCHOR RODS SHALL BE GALVANIZED THE VALVE TO THE HYDRANT WITH 2-3/4" OR ASPHALT COATED THREADED RODS IN ADDITION TO POURING CONCRETE. IF NECESSARY, A STEEL PILE SHALL BE USED AS ADDITIONAL SUPPORT 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. 5. FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS WHERE WEEP HOLES ARE ABOVE THE PREVAILING GROUNDWATER ELEVATION. IF REQUIRED TO BE IN WET AREAS, THE WEEP HOLES SHALL BE PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY. TYPICAL FIRE HYDRANT ASSEMBLY DETAIL i A 1 C N.T.S. FIG. W-4 TD -7 METER SIZE DIMENSION DIMENSION DIMENSION STEPS OR APPROVED " A B C 1 1/2' 3'1' 51.0' 3'8' 2' 311' 510' 3'8' 3' 5' MIN. FROM INLET TO OUTLET L 4' 5' MIN. 1 12' MIN. fif MIN. GREATER THAN 4 PROP OSALS VILL BE SUBMITTED. B TYPICAL METER VAULT N.T.S. FIG. W -7A TD -21 FRAME & COVER (SEE FIG. S-1-D,E) SLOPED AREA � PLACE 5' GALV. " WITNESS " POST PAINTED /-BLUE TO INDICATE VALVE LOCATION AS DIRECTED. MARKER LOCATION MAY BE SUBJECT 1 TO HIGHWAY DEPARTMENT APPROVAL. FINISHED GRADE -� 0 ADJUSTABLE VALVE BOX W/ LID GINGHAM & TAYLOR FIG. NO. 4905 Z (SCREW TYPE) OR APPROVED EQUAL Z N M.J. GATE VALVE WATER -i h h 1 I d W h• LINE 2500 P.S.I. CONCRETE /f -2'x 2' BEARING AREA. THRUST BLOCK---\ NOTE: IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE. TYPICAL GATE VALVE NTS FIG. W-5 SIDE VIEW .75' DIAMETER DRILLED IOLE FOR TOUCH READ )NITS. TOP VIEW 3" DIAMETER FLAT BEARING SURFACE UNDERNEATH 24' X 36' ALUMINUM ACCESS HATCH STREET SURFACE OR NON -PAVED AREA "WEDG-LOK" TYPE DEGREE RUBBER COATED STEEL ' I STEPS OR APPROVED " 3'-0" MIN EQUAL CAST IN PLACE OF PRECAST REINFORCED • CONCRETE SECTIONS 12" MIN CU.YD. 0 RING SEALS 1614 " MAX BEND MINIMUM ELEVATION T 11 DIFFERENCE ACROSS M.H. 5" 4'-0" H FROM INLET TO OUTLET L SHALL BE 0.20 FEET. T CONCRETE VARIES DEPTH OF FLOW FILLETS 2.50 CHANNEL TO BE E 0.24 3/4 DIAMETER OF CONTRIBUTING . '-- SEWER. 45 22 1/2 2.00 1.50 A FILLETED INVERT FOR A 2.60 2.52 SMOOTH TRANSITION OF FLOW 2,00 BETWEEN INLET & OUTLET PIPE MIN. 6" BEDDING SHALL BE PROVIDED. W/ NO. 68 STONE NOTE: 1.50 1. BEDDING THICKNESS REQUIREMENT SHOWN IS MINIMUM AND SHALL BE SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS. 2. THE CONSULTANT WILL DETERMINE WETHER MANHOLES SHALL HAVE EXTENDED OR NON -EXTENDED BASES. 3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED INSIDE AND OUT. 3.66 TYPICAL MANHOLE SECTION SHOWING BRANCH TIE-IN NTS FIG. S -I -A 8" TD -1 TD -18 G FOR ALL BENDS 45' MAX 2 L PLUG 1 1 FOR TEE OR WYE FITTINGS WIDEN TRENCH TO ACCOMMODATE ANCHOR IF X45REQUIRED. BEDDING AS REQUIRED SECTION 1-1 45' MAX L 1 T SECTION 2-2 PIPE DEGREE BEND DIMENSIONS VOL. TEE AND PLUGS VOL. SIZE OF (FEET) CU.YD. (FEET) CU.YD. 3 BEND 10/17/08 4 L H T L H T 90 2.50 2.50 3.01 0.24 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 OB. 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 22 1/2 2.66 1.66 2.66 2.16 2.77 2.69 0.26 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 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 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 NTS FIG. W-3 rD-14 FRAME & COVER SEE FIG. S -I -D, E STREET SURFACE OR NON -PAVED AREA SLOPED AREA 1'-0" MAX 2,-0" ERUBBER COATED o STEEL STEPS OR APPROVED EQUAL CAST IN PLACE ' �-- PRECAST REINFORCED CONCRETE SECTIONS WITH "0" RING SEALS 0 OR APPROVED EQUAL 3'-0" MIN THE DROP CONNECTION SHALL BE 0 ONE OF THE FOLLOWING: 5" a. DUCTILE IRON PIPE (CLASS 50) .. b. P.V.C. PIPE BACKFILLED IN 6" 12 MIN LAYERS & COMPACTED BY HAND 16" MAX TAMPERS. 5" c� Ja MINIMUM ELEVATION DIFFERENCE 312-M1.N 12"MIN ACROSS M.H. FROM INLET TO VARIE OUTLET SHALL BE 0.20 FEET A FILLETED INVERT FOR A SMOOTH " TRANSITION OF FLOW BETWEEN INLET & OULET PIPE SHALL BE PROVIDED. . ♦ Q i+. p. mq§�R �:j-% 3/4 DIA OF LARGEST PIPE IN MANHOLE MIN. 6" BEDDING WITH NO. 68 STONE NOTES: 1. BEDDING THICKNESS REQUIREMENTS SHOWN ARE MINIMUM AND SHALL BE SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS. 2. THE CONSULTANT SHALL DETERMINE WHETHER MANHOLES SHALL HAVE EXTENDED OR NON -EXTENDED BASES. 3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED INSIDE AND OUT. 4. SPECIAL CONSIDERATION SHALL BE GIVEN FOR ENTRANCE DESIGN ON SEWERS WITH STEEP SLOPES. TYPICAL MANHOLE WITH DROP CONNECTION NTS FIG. S -1-C TD -3 DETAIL 1/2" MINIMUM AVERAGE WEIGHT RING 190 Ibs. COVER 120 lbs. 310 Ibs. 1 3/8- 7 1/2- 4 /2" 4 3/8" SEWER SERVICE LATERAL CONNECTION NOTES 1. WHERE A SEWER SERVICE LATERAL CONNECTS TO A MANHOLE AND NO INVERT ELEVATION FOR THE SERVICE LATERAL IS INDICATED , THE TOP (CROWN) ELEVATION OF THE SERVICE LATERAL PIPE SHALL BE AT LEAST 0.2' HIGHER THAN THE TOP (CROWN) ELEVATION OF THE THE LOWEST PIPE CONNECTED TO THE MANHOLE. 2.SEWER LATERALS TAPPED INTO AN EXISTING SEWER MAIN SHALL BE CONNECTED USING A PIPE SADDLE AS MANUFACTURED BY "SEALTITE", OR AN APPROVED EQUAL 3.MINIMUM GRADE FOR SEWER SERVICE CONNECTION SHALL BE 2% (1/4" PER FOOT ) �1Q 4.ALL SEWER LATERALS SHALL HAVE A MINIMUM 2' MIN DIAMETER OF 4". 5.ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER OF 3 FEET. SALT TREATED FINISHED GROUND 2 x 4 MARKER TEMPORARY LOCATION MARKER 0 J m ep0 CONNECT TO BLDG. 0 DISCHARGE POINT < MAIN LINE 45'0'0" MAX PLUG END OF SERVICE LATERAL 2.0� MIN. MINIMUM BLDG. CODE SLOPE IN LINE WYE -TEE PLAN VARIES 5.0' R SEWER SERVICE LATERAL CONNECTION N.T.S. FIG. S-2 25 1 /4" TD -6 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 /2"4 3/4" 1/2" I T TYPICAL MANHOLE FRAME & COVER NTS FIG S -I -D TD -4 %01P, BOWIE GRIDLEY ARCHITECTS, P.L.L.C. 1010 WSCONSIN AVE, N.W. SUITE 400 WASHINGTON, D.C. 20007 TEL (202) 337-0888 FAX 202 337-2826 GLOECKNER ENGINEERING /SURVEYING, INC. ENGINEERS - SURVEYORS - PLANNERS - 508 DALE AVENUE, SUITE A CHARLOTTESVILLE, VA. 22903 Tel. 434-971-1591 Fax. 434-293-7612 � KURT Y. 6LaEG0ER s u� no. or�s4s 01 t�TAL Copyright 0 - 1 sue 'Revision Date 1 Schematic Design Submission 4/4/08 2 SITE PLAN SUBMITTAL 9/29/08 3 100% DD SUBMISSION 10/17/08 4 100% CD SUB46SION 2/10/09 St. Anne's - Belfield lower diddle School Foulconer Drive Chorlot teSville, Virginia 6GA 07020 ALBEMARLE COUNTY SERVICE AUTHORITY WATER AND SEWER DETAILS OB. NO. 07-029-00 3o2 15 O F 2 7 DWG. NAME 07029SP5.DWG SCALE MAGNETIC MERIDIAN 0 10 20 40 SCALE IN FEET NOTE: 1. ALL SANITARY SEWER PIPE WILL BE SCHEDULE 35 PVC PIPE. / 2. ALL SIDEWALK SPECIFICATIONS ARE ON SHEET C1.4 .. .......... ... \ ES o+ AGES \ I 0 1 \ -- \ x � W 2 _ 00+ZIS SP 1 E " v o m ` ' � 0 ''- PROPOSED 0 NEW PUMP STATION Q < Oma\ 06 �,� ,\ 00 c a Xoo \ XII E 0 \ / MH \' EXISTING PCO AKI Ix o Z �G PP�°� 0 ui o r STATION +SID / 5.0 ` 'c0 ( ) P W AV -K E o C{tO GF. Pr y V V 0• �C, Y o ,\FAQ n 1 r � R 5.'� OF. D S 00 G F 0 'r5ti 0 R� $ • 0''8% kZ Q,G "� �GAF. G BOV1 k I 0193 F DOUBL + cn rn ' ' �8 SCN 35 P p` h 5' • B` - ,r�0 O"r\ Q, n' / \ \ / P 0 0 04, SCNE vL ^ . �, N ~'_ r ` �\ PG p Q ' �' '� 1'A� QN, 0 Al"o J\F' L.. 94- v GG•2 + L t /i v \ 4 0 \ �� A 00 G•2 ��P`PN �'12 4S0 4~STsb HO `''� � 1� G `�� '� ,�' 1.O�P\ O� � Q� S2 O O G ` M.H. 4• pBwp, h• Rr2• O S Tyj '' x ` '�� w FR wi s -T;'0' �,o P \ G� �, -� C 6 5 R 10 N. SF \/Nsy e,y aN ov� .......... ........... Z + L R.2 6° X \' .p0 OAN G�yi�G� �P5 \ Q'G �2 G� 00 N ' i `�,j ." P p G• 0.0 0 F. F ADFIIFO '00" povr ° PGS P�°\�' �5 \ \� h Gs O 1PE s co�v pV S BF o �,6y�• 1.4a% m� RM \ ---� --,.low gZ h ,,6 ® N F ) SF / O 5 \5 Q�e) 3, '�0 r� � Oi 9 r -� O.� '_co �,�,�SEO G � 0 _____ ��` � NEW SIDEWA c!► cfl c� 90 L� � � s ---- -�... P, • O• o' AND ENTRY GA =,d '9 \ �O ` ' O •Q �'' 0 '� , \. p F a TTE 2 , F P (A- .00() `eOw \PE +6 SERVICE C URT N \ GN + 56 PVC P oF F 9<� S1 ;01 `' ' O• . -� CO��� O - - .�pP X6"WYE G,0• �63� DO �J' ` w o PSE 1 �'DB VNv • < c� GRE R p PDS ARE GR OW �� ��O�.�cQ, OO x � °Oe•J V Q SD Prn'D\30?o, ANP pP° o R` R DR D1 o SNETYPE I�E M S � GRATE o A CONC w G \ w ®` A-OGo%J1 RJ X 16 N o 0 � ,oma REB 10 W_j'O $E• �S4" PVC PI O G a � C7 Q� �� �- FOOTING DRAIN PIPES (TYP.)-m;�'00I Di coir \ !!! O• � LD,`,{pE G �Q � �` �� ^GR E III TE 4 6"WYE '1= R �, PVC P E0�� ,' roo / �° 1.05 10 32'0, � {- �► �SG� �'' \� '' 3 �s� �'r--- ��h� NOTE: �V' \ o » " 'cE 1. ALL FOOTING " RC? GHED X� _ 34.5 / � Sy 6 � \ � DRAIN PIPES (SPECIFIED BY THE ARCHITECTS PP 12 R S -6 , �' WILL BE CONN ) \ G 6315 85 A. I -� O, x� \ /per•- �� I CONNECTED TO D 4.0 SCHEDULE 35 PIPES E,6 3. ' � p C,. `•OS Y�g /� DIRECTED TO AND CONN q� TO THE MAIN STORM SEWER pt \ SYSTEM AS SHOWN. / MH.0. 10»X100 � l� % 12 X10 X6 TEE +1' -10 ® o { S �'o �� �� +FG6 " PIPE o4 �`' / � �O �� F / �! � �o •yh 5.0-12®0.7%PVC �� o Gj 00 t v, O• ( G' VC PIPE 10 SFO Z. - INVERT IN AT �' le CISTERN=633.5 ® / ��'� O/y\ r Cr �G O / G 6 G \� X00 e% 00" �j k, DIA M.H. a0� Q O 5 G 0• BOLTED TOP /' n CO y64\ /0' •CQ < r=-�Q " PIPE c� � ­?� J P co G o. g4 o J- / lk • 70 tk �- *�.-i e y I /OX 5 w5- O�ov X00\F\ G�Pov'Irv, H. -10 s-� v O \ ,�1 G�c,•- / \�GQ �\�G���G G EXISTING ��PS���\� CONVOCATION � g � O \ 6°• �O F�°P01�P�� �°°��` C E N TE R �4 r - le' o'� cTO REM AIN O o MODIFIED DI -3A �L=2.0' ' BOX __ USE 3.0 MANHOLE WIDTH -3.0 / BOX LS= 6.0" INV. IN 14.75 INV. OU 610.75 NOTE: / EXTEND GRATE ON TOP OF RETAINING WALL f \ \ TO ABUT AGAINST STAIR WELL ADDITION AND / O)/ ADD A FENCE AT THE OPPQSITE END TO PREVENT PERSONS FROM FALLING OFF GRATE. \1Z 1100' el IN, 0 \ \ o 01 4- 0 HDPE (SMOOTH VGALL 60 DIA) �, `�' I "T'I �` ROOF DRAIN STORA E \�O%o •mss •r' , xG FOR IRRIGATION 0 Y \ �G•0' o �' p,��6'4 °° OOT L I E LD o ` m s�, F' `® / �� o w •O O \ 3 Q O -tOP S� o �9 Q` 0 MAI 7' DIAeoLISD O� Q Q w L �y P �� q O '0�'� Q P �,� SEE SHEET P4.1 O O '1�° O F -�� '000I/ OR BOOT DETAIL 63 11 °` O� THEATER MULTILEVEL ENTRANCE DETAIL 0 " P PI p 18" \ D G-1 G0• �\O / o E CLEANOUT CAP o / / 0 5 10 20 R 5.0 FINISHED GRADE LOWER R,S 90.0 -ELBOW �o° / INSET m g• Q o /� SCALE IN FEET 4 CAST IRON PIPE(BOOT)--. I 19 A.C.S.A.= ALBEMARLE COUNTY SERVICE AUTHORITY w 4 -CAST IRON 1/4 BEND - U_ QO SFO x9 i vo-i 4" PVC ROOF DRAIN LEADER 4" PVC WYE to ^ DN RASS 6.0' SIDE ALK R2.0 o \ 1 / o 0 8R o ���0 0 � N + +616.67 � R SLOPE DO R. LOPE O N PVC WYE OR TEE c� S + + 616.50 15.5 6 „ Q' 0* 4.50 \ v POLE O.� O< / N 1 MIN. 1 +00 FLAG <9'P ' `D 7.9 GRANULAR BEDDING 1 0 os / � t \ 1 Cwt _ f EWALK ROOF DRAIN SLOPE P \ �+616.75 DOWN \ \ \ \ COLLECTOR O41111.- ,� ` SEE PLAN \� / � x��j p` / ---IS METE (POTABLE) - � FOR LENGTH,SIZE AND GRADE . Qo •H• / �j \ 3" D.I. WATERL NE NOTE: FOR ROOF DRAIN COLLECTOR OR STORM DRAIN PIPING 12 AND SMALLER, RECEIVING �o \ ROOF DRAIN LEADERS USE TEE OR WYE FITTINGS. J#`,`�.�' RETAINING WALL co DOWNSPOUT CONNECTION 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 OF y'r'P }4��LTH KURT u. aaEacl� 9 tic No. 005649 TONAL Copyright No. Issue - Revision Date 1 Schematic Design SubmWm 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 6 100% CD SUBMISSION 2/10/09 St. Anne's -Belfield lower Middle School Foulconer Drive Charlottesville, Virginia 8GA 07020 SANITARY SEWER AND ROOF DRAINS TO CISTERN PLAN JOB. NO. 07-029-00 DWG. NAME 07029SP5.DWG 16 OF 27 SCALE 1"=20' BOWIE GRIDLEY ARCHITECTS, P.L.L.C. 1010 WSCONSIN AVE, N.W. SURE 400 WASHINGTON, D.C. 20007 TEL (202) 337-M 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 t►�'�yTH OF Df ` U "T NUc. ( gQ�ER �f<c"OR jMAL Copyright No. Issue — Revision Date 1 Schematic Design Submission 4/4/08 2 SITE PLAN SUBMITTAL 9/29/08 3 100% DD SUBMISSION 10/17/08 4 100% CD SUBMISSION 2/10/09 St. Anne's - Belfield Lower Middle School Foulconer Driver Charlottesville. Virginia 8GA 07020 SANITARY SEWER PROFILES OB. N0. 07--029-00 C4. I DWG. NAME 07029SP5.DWG 17 OF 2 7 SCALE 1 "=20' BOWIE GRIDLEY ARCHITECTS, P.L.L.C. 1010 IMSCONSIN AVE, N.W. SUITE 400 09ONGTON, D.C. 20007 TEL (202) 337-0888 FAX (202) 337-2626 GLDECKNER ENGINEERING /SURVEYING INC. ENONEERS - SURVEYORS - PLANNERS - 508 DALE AVENUE, SUITE A CHARLOTTESVILLE, VA. 22903 Tel. 434-971-1591 Fax. 434-293-7612 AZ,TH OF T M. GLOECI G s Uc. No. 005649 jONAL Copyright 1 FINk DESIGN SUBMISS M 7/22/08 2 66% DD PROGRESS SEi 9/5/08 3 RESUBMIT TO DEQ 10/3/08 4 100% DD SUBMISSION 10/17/0 5 1OD% CD SUBMS" 2/10/09 St. Anne 's - Bel field lower Middle School Faulconer Drive Charlottesville. Virginia BGA 07020 THRUST BLOCK- DETAIIS FORCE MAIN PLAN- PROFILE JOB. NO. 07-029-00 C5sl M. NAME 07029SP2.DWG 18 OF 2 7 SCALE 1 "=60' 12' 12' ELEVATION 608.00 ELEV.=607.00 6 INLET PIPE ..rr.. • 3ATrM .I A.1.• AAI TYPICAL INSTALLATION DUPLEX SUBMERSIBLE GRINDER HINGED ACCESS DOOR ALUM. OR STEEL -PORTABLE HOIST MOUNTING SOCKET PUMP STATION NOTE: USE CLEAR FLOW OR EQUAL SUPPLIER SAINT ANNES-BELFIELD LOWER AND MIDDLE SCHOOLS SANITARY SEWER PUMP STATION SIGN EMERGENCY CONTACT INFORMATION TO POWER PANEL IN BUILDING GROUND RODS ALARM LIGHT AND HORN (AUDIO-VISUAL) 50 WATT SODIUM LIGHT �I M II I � CONCRETE FOOTING J)1 WET WELL L—� PORTABLE HOIST INCLUDED 4' DIAM. VENT W/SCREENED WITH PUMPS MUSHROOM CAP 49' LIFTING HEIGHT AS REQ'D. 3.0' MIN. DEPTH OF COVER - PLANNERS - 508 DALE AVENUE, SUITE A SCHEDULE 40 P. V,C. �- 3' • •::.' •',� .;:' i ::: ----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 TREATED 4' X 4' X 10' POST TREATED 2' X 6' BOARDS SCREWED TO POSTS SEALED JUNCTION BOX TYPICAL ELECTRICAL EQUIPMENT ARRANGEMENT NOT TO SCALE SAINT ANNES-BELFIELD LOWER AND MIDDLE SCHOOLS SANITARY SEWER PUMP STATION 30, 4 -WIRE SERVICE FROM BUILDING 480V TVSS 2 1/2' CONDUIT WITH 4 #1 AND 1 #2 GROUND TRANSFORMER SPARE PANEL B 200 AMP 2 1/2' CONDUIT WITH 4 #1 AND 1 #2 GROUND 200 AMP DISCONNECT #2 GROUND 30, 4 -WIRE PANEL A 200 AMP ( GROUND SPARE 2 1/2' CONDUIT WIT —1-� 4 #1 AND 1 #2 GROU 1 PUMP PA L J MOTORS 2' CONDUIT WITH 3 #8N 1 #6 GROOND)O(D 208/1201VAC, 3 0, 4 -WIRE CONTRACTOR PROVIDE TWO LIGHT GFI REC STARTERS, DISCONNECT, 11 AND OVER CURRENT it i) PROTECTIVE DEVICES ALARM HORN AND LIGHT PUMP CONTROL PANEL ALARMS PUMP CONTROLS ONE LINE DIAGRAM NOT TO SCALE 24' FLOAT MTG. BRACKET CHECK VALVE GATE VALVE )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. BOWIE GRIDLEY ARCHITECTS, P.L.L.C. 1010 NISCONSIN AVE, N.YI 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 bLTH OF 4�A KURT M. GLOEaW Uc. Na 005649 _2k 01k �jalVAL �'� Copyright 1 FINk DESIGN SUBMIS W 7/22/0 2 66% DD PROGRESS SET 9/5/08 3 RESUBMIT TO DEQ 10/3/08 4 1 100% DD SUBMISSION 10/17/0 5 100% DD SUBMISSION 2/10/09 St. Anne's - Belfield Lower diddle School Foulconer Drive Charlottesville, Virginia 6GA 07020 PUMP STATION AND FORCEMAIN FOR NEW LOWER AND MIDDLE SCHOOL SITE OB. NO. 07-029-00 � DWG. NAME PUMPSTA.DWG 19 0 F 2 SCALE 186.0' FieldTurf 2.5" with 1.75" infill 2" of top stone, as per specs. 4" of base stone, as per specs. r— 0.5% F.G. .._.----0.59 S.G. ,� 0.5% S.G.- ADS 1."x12" Flat Drain Natural Soil Compacted at 22' on centre to 957o Proctor. Geotextile as per specs lining the trench & under the base. 10" perf. drain ® min. 0.3% slope connect to existing storm drain. TYPICAL FIELD CROSS SECTION NOT TO SCALE GENERAL NOTES: 1.THE FINISHED GRADE IS SLOPED 0.5% FROM CROWN. 2.THE ELEVATION OF THE EXISTING CONCRETE EDGE TO BE MEET, IF REGRADING IS NECESSARY. 3.THE PERIMETER DRAINS TO BE CONECTING WITH EXISTING OUTLETS. DIRECTION AND SLOPE TO BE DETERMINED. 4. ALL DIMENSIONS, GRADES, CONNECTIONS TO BE VERIFIELD BEFORE CONSTRUCTION. ARTIFICIAL TURF FIELD (SIZE /SEE SITE PLAN. SCALE: 1" = 20.0' 45' 10" Perimeter Drain CLEANOUT DETAIL NOT TO SCALE Top of concrete curb flush Top of soil flush with final grade of base with top of infill fieldturf Grass ,�! (3/4" pile exposed above infill) 1 3/4" (same as Soil depth of infill) FieldTurf folded over and glued to curb '0O00 � , v Q Concrete Crushed Stone curb FIELDTURF AT GRASS EDGE NOT TO SCALE DETAIL OF CAP FieldTurf glued directly to the plate. Aluminun plate, 8" x 8" x 8 gauge (min.) Weld the plate toe, Aluminum �. 6" min.2 guage (min.) Outer dia. DETAIL OF COLLAR (TOP VIEW) 9 Fill gap with epoxy or caulking 6" dia. cleanout Collar made from recycled plastic 2x4's NOTE: 1. ALL DETAILS PROVIDED BY FIELDTURF .1 J.A 3Nti BOWIE GRIDLEY ARCHITECTS, P.L.L.C. 1010 IMSCONSIN AVE, N.W. SUITE 400 WASHINGTON, D.C. 20007 TEL (202) 337-0888 FAX (202) 337-2626 GLOECKNER FieldTurf glued to lid 8" square Square lid welded to the round — PLANNERS — pipe (ext. dia. of the pipe 1/8" CHARLOTTESVILLE, VA. 22903 less than the interior diameter 6" min of the cleanout riser) (see detail) 6" FieldTurf nailed to collar Issue - Revision Collar made from recycled 1 plastic or treated lumber 4/4/08 2x4's, seal space between SITE PLAN SUBMITTAL collar and pipe with epoxy 3 or caulking.(see detail) 7 M E i I Crushed stone base v 5 SDR 32.5 v m -Solid wall CX v HDPE cleanout 45' 10" Perimeter Drain CLEANOUT DETAIL NOT TO SCALE Top of concrete curb flush Top of soil flush with final grade of base with top of infill fieldturf Grass ,�! (3/4" pile exposed above infill) 1 3/4" (same as Soil depth of infill) FieldTurf folded over and glued to curb '0O00 � , v Q Concrete Crushed Stone curb FIELDTURF AT GRASS EDGE NOT TO SCALE DETAIL OF CAP FieldTurf glued directly to the plate. Aluminun plate, 8" x 8" x 8 gauge (min.) Weld the plate toe, Aluminum �. 6" min.2 guage (min.) Outer dia. DETAIL OF COLLAR (TOP VIEW) 9 Fill gap with epoxy or caulking 6" dia. cleanout Collar made from recycled plastic 2x4's NOTE: 1. ALL DETAILS PROVIDED BY FIELDTURF .1 J.A 3Nti BOWIE GRIDLEY ARCHITECTS, P.L.L.C. 1010 IMSCONSIN 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 of Lr� KURT M. we s lie. No. OM649 13 4 CA IDIVAL Copyright No. Issue - Revision Date 1 Schematic Design Submission 4/4/08 2 SITE PLAN SUBMITTAL 9/29/08 3 100% DD SUBMISSK)N 10/17/08 4 100% CD SUBMMON 2/10/09 St. - s Ann ' e Bel field lower diddle &tod Foulconer Drive Chorlot tesville,, Virginia 6GA 07020 DETAILS ARTIFICIAL SURFACE ATHLETIC FIELD OB. N0. 07-029-00 C6eO5.DWG PDWG.NAME 0 OF 27 0' �T�I�I��P 60-.214 ,', _ s uiViVRS1,TY0�, V1R61M'A. FOS AifiON t !� , / ' ;! / ,' ,' (f Jf ,' J rf ' ff , ' r" ' ! ; / f rr / ' i// J i J' ( / I 1 , / J � / / / , - I t ► + ` } \TMP\ 60 24 ! ! 1 t 1 J fo / 1 C/`0, §UNRI �E EN10R! LI • 1 r tS * a r ,, ' l► 1 1 / / l r 1! l Landscape Notes. t 1 t \ ! 1 \ 1 r ! ! i /!/� . .�. •, / i = ! ! � ( � I , •'' / i / , / 1 J l ! 1 ) tI �1r4 'E F%1AU`LCgN R,t S ILIFIE !E T t t DtB.\t 27112 ! P.632 r__ - 1 t ! ! r r r J f r J l/ 1 / i 1 J 1 lVNI1V R IW a VI ,GI ' IA� F�L�NQA I ! \ DaB. 2597 I P.c� 0� ► r ! t fit / ! 1 ! ? ! ( 1 J t f 1 ' / ' / / / / ! J t 1 j r ! i r ! r 1. All site plantings oftraas and shrubs shall ba allowed to reach and be maintained at mature hcigh - t \ t q 1 ! 1 O' I/• 1 f j , ! I r? f l f / ! j I I t t 1 ! I 1 1 ! f ' r D.B. 110 8 r P./ 121 /� ! !I t ! ! ! ! r ! TMP 1 , / i r 1 ' ! ! : r ! , 1 8 0– 24 / / ! r \ , \ E f , , J the topping of trees is prohibited. Shrubs and trees shall ba pruned minimally and only to support the d.B! 27?+2 \ P.t 3 5t 1 1 1 t \ ' t 1 / f f r ! ! ! r'� I ! ! � ; ! ? ! ! � , 1 1 ; c r , } t ! + ! 1 ; \ 1 \ ` 1 1 rl Z6N r 1 t i ! , ! ! ! ; 1 1 1 ! , H�1 NT R F'AUILCO�IER,+ SR. LIFE ESTATE / J 1 1 , + 1 ! 1 1 ! ! i , ► ! ! ! bV 11 health of the nt. D;B. t 8�5 r P. t69 ! i t 1\ ! t tD R®„ - ,/ / J ! I ; { f 1 ! I 1 1 / 1� 1 + ! 1 \ 1 1 1 1 ! i ! 4 NVERSIflY�.F VIRGINIA /FOU DAYIONZONED\RSA ! ! ! ! r \ r N -DAB. 2712!25 I! ,34! --- i t ► t i ; ! 1 D.B. 75, Pi 696r�hV4No REAR - � � --.,.. - ,.�' \ \ ZbNE RA ! I I r ► { ! f 1 ! ! 1 `r ! + \ ! t t ! 1 1 I 4 t ! i t r 1 \ ! f 1 I 1 ! r f J r _ -- _ - _ _ - , %" • - - ,2e ` J ! ! s1�ea't� 26 arjd 27 for 14bxing plan: 1 } , i � 11 I ! ! I i I \ ► } ! ! t ! 1 1 l f 1 i / - - _ _ � �� - ; ! ! \ ' - _ i } 1 1 ' ! ! l ! I I !' I ) l• 1 ! / �`; _ AR SEr ' BqC{� r I ; \ \ ► , t ! ( , 1 t ! ! \ \ t r \ , it \ Ea�h o)tdo'> it luminalM ea�utpped w't� a Wfnnp w*h a�mits 3,000 or more lumens shall ba full cutoff r t ! }, 1 ! 1 1 ! t 1 t 1 1 / t b } y 1 J ! cJ •. �� w \ t ! 1 1 \ } / ' / t t I t } I --- _�. �, . \ '�a3, • \ 1 I t i ! , \ \ \ \ lu tn� re a�d iI ba arranged o shield refla�t ad Dint a6 and adjacent roads. �} E Cistif �g T,i�ea }dna \ \ \ 1 t r t ng Y J ng Pr'oPe .� �+ ! 'I t ' *� ' - — - - — - - ` \ \ ! \ ! r \ t 1• Z. The lloVw faro outdoor luminaire e a Dint as shall not exceed t ! ! \ \ l I 111 , 1 \t I , c -`- t , \ \ �� ! i I ! ! \ ! \ / , r 1 } ; tl 1 �. ; ! ( �- •. \ \ HA N INN( 1 7 / 1 \ 1 1 r � �` - -' ! \ \ t 1 1 ►\ 1 ! ► + t \ ' - - } FEi�E\ \ �' ` \.� . , \ \ ( \ ! 1 1 \ r / i\ \ t ! ' ! \ half iJ2 TOOT. Candia. �' ;' 1 / /' / .0-proper - - ,. ' ng-��noP 1 \ ' \ ! I \ `� \ \ \ \ \ 1 , + } 1 t , + ►! t t I ti t XI STI N •-� - -- ( ` ',' % - , { ! \ \ PRA TICE IELD I , ! _ _ .� _ r / •\ ! 1 r / / T F/ 6,0'-5 / / ,� a - i I \ ' L_.( `� / /; - -- - `-- _ ';''- `�'- �-� .• } -- ' �_ ' f ' i `�` \ ` \ \ , \ Ii \\ \' \ ` /�� ' // RE'T RS' AN{fi-S#TORS -T -UVA (i 1 TER .;" -L / �, t } / -�. C 10 Id CE 0� $RACE' AjUD- E MG9T ®r> / , r i i i ! r� \ \,. ` \ \ /'�' DIB. 130 'F' 331 / \ � ... / ° .._ / ��� N38 01 ` ` ` _ � / r % ' / / O�EI of. � -- / / ,i `` _,. / •. TMP\ 60t--57F �- COMMON ELT OF\ VI'RG N t , � " � � ' ` ` � _ \ � • �J + i' � ,' / r/ %/ . i , \ I I ! ' VIRGINIA DEKA T E T �} TRAN9PpRTA ON ! I� ! , 1 ! i t \ \ \ \ \ � � � %, � ", . : ;' / •! I / _ / / I � \ 1 1 I !,- Tnl� Unatp t ' / ! / I � �- D.P. 8s1 f� 9t ! ` 1; 1 t t 1 tf! IST I , ! i I I , \ \ \ \ / % r / ell ! .i ! EXISTING r 1 /, .1// , �' r t !' t 1 t r 1 dZ ILP ! 1 t 1 1 _ v \ \ ° / i ZONED t R11 ! 1 t + ! ! ► t \ \ !. Ifo ► + i ! \ \ \ \ \ \ \ -` , i / / / , ! \ PRE-SCHOOL N / t .� � .- i / / t > � / a alb On �y / E \ `\ ! i ; ► } ! ' 1} ` ` t 1 ' ! 1 ! ! \ \ r \ c�' 1 1p '' _ — � ` -� _. _ _ J � i / - / 1 r �. ! / \ \ ' t \ \ l J r � ` \ 7 ,�i'• � . r /' /, ! ! f , _ _ .,� i� / %, i `�'j It r ( .-. . f � / % i ` r r! • \ � !' 1 '` � S 1 / / / ' ! / _, i % / � ' / 1 t t 'r + 1 1 4 \ 1 •, r \ 1 1 ,1f 1 ! J \ T pN J \ �, / % ..._ / l /, \ t � '� i \ 1 \\ � \ \t l ; \ r+ \\ \ \ r \ + ! j i I f f � ti o\ �\ P' r ; = i' ! \ r 1 I � . Ji / r // J �,,` �` � � % rrf / / / r' J r f' � � • ....'"/�I i'J 1 �i!/ 1\\ cp 1 \ \ \ 1 t I � \ 1 ! 1 k ! 1 � 1 i I t , \, r i r ` \ I\ it'-- - / �/ � `\ \ ♦ ! �/ r // !r `;, j i if�%/ / ! \ \ \ 1 + , \ 1 ! ! ! I' I 1 ! ? i t i t i I i \ / \\ \ \ �% �/ \ ` C11 %� `•`�'' Red cella &t6 1 EXISTING GYMNASIUM ,�\ 3 LEVELS •- (�- j J - J r i. . J' ! ° \ •; \ \ \ 1 1 ! � 4 i t 1 i , { , ! 1 l � � � � � l 1 , •%i \ , • � ; •�'}� ! J 1 r / , / I � \ � t 1 t \ ; 1 � ! } � ! I I � t ! ! I ! � ! i( - / ! r/% \ \�\ ` � `•`• -- .. 1 ! i i J 1 / t \ t 1 \ \ ! 1 t 1 ► 1 1 ! ? I I ! ! 1 ! EXISTING SOFTBALL FIE,Lb 1 1 ! ! \ \ 1 t 1 I\ 1 { JIIJEI EIT \ ► / ► a r �,; \ \ a� \ \ ! `. J i �n� KJIMV / / f { � r \ 1 \ r, ! ! t \ 1 \ 1 � � + ! ! f ! ; '' / i ' r I , \ of / � • "�-� \ \ ----- -._._ _ f , r ! ! l „ ; t \ � / � ' J i r / I .\ / � / i ,\ \ �, .\ \ `� l �•-_ ---_._ -_._ --..._ _ ..../r ' � + j � t l ' \ I / % / i / \ 55�\E� \ \ \ t t /' 1 1� , \/ / , \ \ \ \ PROPOSED PLAYING FIELD l ! !fiP/./ � � \ t � r �- ' - � r f � . ` 0 � I / 1 1 ! ! 1 �►--r o �\ r \ t \ \ � 412 \ \ ! \ ! EXISTING , CONVOCATION ./i ii, j' \'\ �� `•` `� `\ / \` // / i/ / .:;��j/f r ! CENTER � \ \ \ \ 1 ; •' - • � % \ Trac Li to to rt,,,,,, -. i1 J t c Tree protwWon required , //, �/� <, \ \ \ � \ o % % / - � _ r � / i ♦ f f / � -- ! ` ' ITMP §0-f) 7E \ 1 t ! ! 1 t ! t 1 ! I I 1! \ 2.s Ti ON 'COMWONV1� L •OF V ! I!' i i 1 I f 1\ MN ,�! \ � ! � , ! i • ° • J 1 11 / / t / t W N \ / ///• / 1 1 J �A , VIRGINIA i , ! 1 11 f f I H• �� -- -- � ' � ' / r \ p � F i ATION LY .\ ` ♦ \ Q %• /• \ / / /•, / / j , / F ,�1Ns� jfi�iT6QN1i 1 I i 1 f \ �� ` i / r / ,'�/IRGIf�IA E A TME�1� OAR 1 _ - -- `" + ! � � yo I i \ '\ ;- D.B. 1 g86! P. 39\1 � I ! I I j I ! I ! I ! I ! I I I / ! ! ! .; - ZONE R11 t 1 1 ! + { I t 1 � ! ( ! !�! 1!!Ifi, }! 1 t /1 $ t r• .\ u, \ / / r 1 r j / %J i + i 1 \ t ! ! l ! I ! ' I i i ! c ! + ` , \ `! ; ► �° ! r jt, �. ' .ti / _ .. .,..:..• ` \ \ OT LL' D TENNIS COURTS ► ; It requirad /� _ - `•� \\� ! r \ - _ f; / f r l ! \ / r I( 1 i !; t 1 I I I I; I • _ `- /I / / I ! ( i t ! ! ? t ! ! 1 r 1 I I 1 o r •t _ - �� /'�' ' ' r X`` / / ! i ! J ! ? i ( \ _ •, / / cV / i / % / ! i I It 11(Jf It1 11 1 r �i \ ♦ \rY -- - -' / I l i 1 1 ! f I ! ! I ( 1 \ 1 ' `�`� � \ \ '\ , •` � .•.1 � � / / J. ! l // / 1 1 ! f I i ! r f ► ! ! I ! 11 , �: \ `l� \ r ,.: •�:` ll••� ;/;r / OJ 1 , i J 1 1 1 1! is I ♦ �11 1.. _ / / \ \ ♦� 'r,: / / 1 � ' 1 1 ' -" 1 - •,' �` �` '• t � _'- `� ;. "•' / f fQ 1 \! I - �, ``� \ ♦ / , / / / / J , J / r l 1 J 1 ! 1 (� S ! ! 1 %/ ` `, `• hitPUNJAM t �, �/ J / 1 ' J l 1, 1 ( r -_ / J • _ / , / \` PLA ARFJ� / !/ /� - - r�,/ - } / ! ; / Glu(1 �2-4 t "I W / r/ _ - % \� I t �•\` \� `. \ ' _ f EX TENNIS COURTS,3 - - l► 1 J •• E j J ' X53 ♦`,, cal. \_- // J J ? 't i 1 ; } ; rt 1 1 i !, \ o� 1 /i �'1 1 1 ' i 10 \; �! `�� \♦\� `; on \ ' ! d � ! ` 1 ! ` / i ��\ ♦ PLAYA J - - \ _ -- d r 11 I PROPOSES ; `\ •, \ � t � / ! J / 1 ! ! ` `,I 1 r ! ► ! . t ACTIVITY} OURTYAI�ID ; / .�.':; ; r' ,'This Shen for Land5cape doll ,bc,'%%' r" m0 �t�t�/ `• /'� fi ``\ Jf ` ' •♦ �/ f - J // /' flan Only it ♦-- P OPOSED .}. - % t _�: `� \ CoQ' ARKIN `••� + ; / ' ' _---------- -- / _ / ��: / �" AREA \ ��/-•�+��- ,,M / (yam ! _ _ / / ,.yam/� n it ,J 6► \ ,\ ` \ I O \ --'`/= _ = _ N f 59k0n oantw at 1V" !t /' / �! _. - �\ ` I -- - _ _ _ = -_ _ _ _ _� - _ . �'� '- _ - ` _ - - - ,�� • 1 t `, oflat prior to plants ILI TMP 69- / / •' � � � � _ HUN ' = T� �AUI�CON€(�,• SR. E�STAT � i, ! r,I�p�• G ` � i , G i%-1 ..�'''' U N I V,E I-T'� SOF, r \ a . t j I i .- r - �' "•• ' �` ` • ,� ��P / /! / / / / S VIR_GiNIA-'�'OUN•�ATION - t .� G � ••� \ �••� ' / / D. B. Z'71 �, -- �' � 3'�5 - / ht t�yptca ��, ' ! �' J ♦ / / , D.B./875 P. ,6'9�'" -� A i ' li9�� \ ;s .�•' fr /` / '� r r ZONED F A' /' / i Tree Lina to Romain r' \ . =.. •• ! r P / r / Tree protection to be used = ' - tng EXISTING ml* M no shown on sheet l `\ \ � \, ew to � \ 10' on 8' D.I. WATERLINE 101,41a 0 \ WITH 20' EASEMENT: / / PERRY BASEBALL FIELD 1-too HD (SMOOTHVOL� so DIA) CENTERED ON J --- ' , no ROOF D IN STORAGE` \ ` ' FOR IRR BION ONLY\ \ \ AS-BUILT WATT UNE ,tom to ' CYJ r ,• _ _ -' Altamte 2.5" cal. Red Map[* 2.5" cal. Nil Cvwn Zelco�va ! `� PR POSED FILA INGIFIEL , ` / -I- Planted 4a on Car ter (T I I i i '! Q ` if ' ,' ,' Tr" I y If ��� ;r ;OPOSED MjbDLE SC ` / PLAY A o LIN \ ' • \ / / 111 0/ / ♦ / / Sheet L3.0 41•8.i��� • - •�r�-r•M�'--r.7/ _ -'' ! - TM� 60"` 24 ' _ _ _ _ _ - - p, HUN'ER FAULCONER, S LIKE ESTATE) ! ! \ ` v _ _ - _ ,�-�' UN 'VERSITY/OF VIRGINIA FOUNDAT,ON ,J Q� eA ITMV 6p-2,4 0 _ , _ `� �., f � ,...:... ..:....:.................- � :.__ . \ D.$. 2712 1 P. 325 `i } \ 1' ✓,���{,l ( , i H TER RAULCON �SR.--LIFE ESTATE % - - \ ! J I � - --'� .„.�� t D.B. 875 !'�. 696 t ' � North f / t f U�lI RS Y 0� �f INIA FOU�DA7'i N rice Sion G_._ ._ _ -� r \ ! j i ; /fT , Q / _ ,�.>~ ! ZONED RA \ \ i i I DAB. 127x12 P. 2 - - - - _ _ 3 Scale: 1" = 50' 1 from F sfi�rlg 1 ` \ S0 0 50 100 150 Twee pratactton to be used if Dr:B. j 8�5 P! 696 - � _ - - - - } 710t�ED) RA i/a shoat 13 - _ .. -' -� \ \ \ , � f � / ` ` -. "fir -'� \ .,..-•i `J,` L2zo ` 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 CIVIL ENGINEER Gloeckner Engineering & Surveying, Inc. 508 Dole Avenue, Suire-A Charlottesville, VA 22903 434.971.1591 LANDSCAPE ARCHITECT The Cox Company 220 East High Street Charlottesville, VA 22902 434.295.7131 MEP ENGINEER Dunlop and Partners 2112 W. Labumum Avenue, Suite 205 Richmond, VA 23227 804.358.9200 Na. Iss,e-rtevWon Daae 1 max ARB 13Jon 09 1 ReMbnsDerAR6 23Jan 08 St. Anne's • Belfield Lower I Middle School Landscape Plan L1.0 Sheet 21 of 27 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 CIVIL ENGINEER Gloedcner Engineering & Surveying, Inc. 508 Dale Avenue, Suite -A Charlottesville, VA 22903 434.971.1591 LANDSCAPE ARCHITECT The Cox Company 220 East High Street Charlottesville, VA 22902 434.295.7131 MEP ENGINEER Dunlap and Partners 2112 W. Labumum Avenue, Suite 205 Richmond, VA 23227 804.358.9200 No. Issue - Revision Date 1 Revisions w ARB 13 Jan 09 1 I Revisiolm mARB 1 23 Jan 09 S4. Anne's • Belfield Lower l Middle School Fa*w bW Landscape Plan %0,owwa. L3.0 Sheet 23 of 27 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 CIVIL ENGINEER Gloedmer Engineering & Surveying, Inc - 508 Dale Avenue, Suite -A Charlottesville, VA 22903 434.971.1591 LANDSCAPE ARCHITECT The Cox Company 220 East High Street Charlottesville, VA 22902 434.295.7131 MEP ENGINEER Dunlap and Partners 2112 W. labumum Avenue, Suite 205 Ridunond, VA 23227 804.358.9200 sbubffo 011111111 No. due-rteubion Hale 1 Re*aisper ARB 13Jon 08 1 Reveiamper ARB I 23JenW St. Anne's • Belfield Lower l Middle School F=WwRoW Carlottesvige, Virginia X903 Landscape Pian L4.0 Shoot 24 of 27 TOSIGN TO BE RELOCATED TO SITE L1.0 L2.0/ scnie NOT .oscnI e PLANT SPACING AS PER PLAN. ADJUST SPACING AS NECESSARY TO EVENLY FILL PLANT IKIrn =r% 2" MULCH INSTALLED BEFORE PLANTING SLOPE PLANTING BED FOR POSITIVE DRAINAGE �y o ° 0 12" MIN. PLATING SOIL. USE STORED EXISTING TOPOSOIL AND/OR IMPORTED TOPSOIL 6.O GROUNDCOVER PLANTING DETAIL, too 1 L2.00 SCALE: NOT ,oSCALE NOTE: STAKE TO FIRST BRANCHES AS NECESSARY FOR FIRM SUPPORT WIRE SHALL NOT TOUCH OR RUB ADJACENT TRUNKS OR BRANCHES MULCH 3" DEEP IMMEDIATELY AFTER PLANTING AND WATER THOROUGHLY. FORM SAUCER WITH 3" HT WATERING BERM BACKFILL PIT WITH STORED EXISTING OR IMPORTED TOPSOIL TOY FULL. WATER TO SETTLE SOIL, THEN BACKFILL TO FINISHED GRADE. 3 X BALL DIA. 2" X 2" HARDWOOD STAKES DRIVEN FIRMLY A MINIMUM OF 18" INTO THE SUBGRADE PRIOR TO BACKFILLING 2 STRAND 12 GAUGE GALV. WIRE TWISTED AND ENCASED IN RUBBER HOSE 6 - 9" FROM TOP OF STAKE 2 WIRE SUPPORTS SHALL BE USED ON MAIN STRUCTURAL BRANCHES $.O MULTI -TRUNK TREE STAKING, L1.00 I L2.00 SCALE: NOT ,oSCALEL1.00 I L2.00 SCALE: NOT TO SCALE LANDSCAPE PLANTING SCHEDULE ABBREVIATION QTY BOTANICAL COMMON SIZE NOTES Qr 9 Quercus rubra Northern Red Oak B&B, 3.5" Cal. 4,869 SQ. FT. Ar35 8 Acer Rubrum Red Maple B&B, 3.5" Cal. Cercis canandensis Zs 12 Zelkova Serrata "Village Green" Zelkova B&B, 2.5" Cal. 6,762 SQ. FT. Ar25 21 Acer Rubrum Red Maple B&B, 2.5" Cal. Acer Rubrum (3.5" cal) Tm 8 Taxus x media "Hatfieldii Hatfield Yew B&B, 4' to 5' 375 SQ. FT. Fa 15 Fraxinus americana White Ash B&B, 2.5" Cal. Taxus x media "Hatfieldii Ls 5 Liquidambar styraciflua Sweetgum B&B, 2.5" Cal. 1,440 SQ. FT. Ac 2 Amelanchier canadensis Shadblow Serviceberry B&B, 5to 6' Malus spp. Ce 11 Cercis canandensis Eastern Redbud B&B, 6'-8' 1,057 SQ. FT. JV 7 Juniperus virginiana Eastern Red Cedar B&B, 5' to 6' Cf 10 Cornus florida Flowering Dogwood B&B, 6' to 7' Msp 3 Malus spp. Crabapple B&B, 5' to 6' Vp 24 Viburnum prunifolium Blackhaw Viburnum #3 Cont., 1W-24' Vp2 1 Viburnum prunifolium Blackhaw Viburnum B&B, 3' to 4' Vo 16 Viburnum opulus European Cranberrybush #3 Cont., 2'-3' Va 22 Viburnum spp. Mapleleaf Viburnum #3 Cont., 2'-3' to 5 Ilex opaca American Holly #3 Cont., 2'-2.5 Ig 294 Ilex glabra 'Shamrock' "Shamrock" Inkberry Holly #3 Cont., 2'-2.5 Ic 119 Ilex cornuta dwarf Buford Holly #3 Cont., 2-2.5' Cv 3 Chionanthus virginicus White Fringe Tree B&B, 4' to 5' Mg 6 Magnolia grandiflora Southern Magnolia B&B, 5' to 6' Rh 1 23 Rhododendron spp. Rhododendron & Azalea varieties #3 Cont., 2'-2.5' Rh2 23 Rhododendron spp. (depending on local availability & #3 Cont., 2'-2.5 Azl 38 Rhododendron spp. using a mixture of flowering colors) #3 Cont., 2'-2.5' Az2 27 Rhododendron spp. #3 Cont., 2'-2,5' Cc 3 Carpinus caroliniana American Hornbeam B&B, 2 to 2.5 Cal. Ns 7 Nyssa sylvatica Blackgum B&B, 2" to 2.5" Cal. Pt 1 Pinus spp. Loblolly Pine B&B, 6' to 7' Ca 3 Cedrus atlantica "Glauca" Blue Atlas Cedar #3 Cont., 2'-2.5 Cl 15 Clethra ainifolia Summersweet Clethra #3 Cont., 18" to 24" Mc 20 Myrica cerifera Southern Waxmyrtle #3 Cont., 18" to 24" Vinca Minor Periwinkle 2 114' 10,170 SF 945 Liriope muscari "Big Blue" "Big Blue" Liriope 1 gal. 4,787 SF 580 PANICUM VIRGATUM "HEAVY METAL" Switchgrass 1 gal. 3360 SF SET TOP OF ROOTBALL 1" MIN. ABOVE FINISHED GRADE MULCH 3" DEEP IMMEDIATELY AFTER PLANTING AND WATER THOROUGHLY. MAINTAIN SAUCER ON LOWER SIDES OF PLANT TO RETAIN WATER BACKFILL PIT WITH STORED EXISTING OR IMPORTED TOPSOIL TOY FULL WATER TO SETTLE SOIL, THEN BACKFILL TO FINISHED GRADE. L 20" + BALL DIA. ORIGINAL GRADE OF SLOPE CUT AND REMOVE BURLAP FROM TOP 2/3 OF ROOTBALL "5.O SHRUB PLANTING ON SLOPES, L1.00 I L2.00 scnie. NOT roSCALE • PLANT SO THAT TOP OF ROOT BALL IS EVEN WITH THE FINISHED GRADE • PAINT ALL CUTS OVER I" DIA. • FLAG GUYING WIRES WITH SURVEYOR TAPE RUBBER HOSE 1" DIA. GUYING WIRES 2 STRAND TWIST 12 GUAGE WIRE 3 2"X4"X24" PRESS TREATED STAKES - TOP OF STAKE 6" ABOVE GROUND SPECIFIED PLANTING MIX WATER & TAMP TO REMOVE AIR POCKETS SPREAD fiFORM • � MI SAUCER Got .... 3 X BALL DIA. TREE CANOPY CALCULATIONS (@ 10 YRS) QTY SPECIES AREA/PLANT AREA/SPECIES 7 Juniperus virginiana 16 SQ. FT. 112 SQ. FT. 9 Quercus rubra(3.5" cal) 541 SQ. FT. 4,869 SQ. FT. 12 Zelkova Serrata (2.5" cal) 510 SQ. FT. 6,120 SQ. FT. 11 Cercis canandensis 124 SQ. FT. 1,364 SQ. FT. 294 Ilex glabra 'Shamrock' 23 SQ. FT. 6,762 SQ. FT. 21 Acer Rubrum (2.5" cal) 452 SQ. FT. 9,492 SQ. FT. 8 Acer Rubrum (3.5" cal) 510 SQ. FT. 4,080 SQ. FT. 3 Chionanthus virginicus 125 SQ. FT. 375 SQ. FT. 15 Fraxinus americana 424 SQ. FT. 6,360 SQ. FT. 8 Taxus x media "Hatfieldii 47 SQ. FT. 376 SQ. FT. 5 Liquidambar styraciflua 288 SQ. FT. 1,440 SQ. FT. 10 Cornus florida 124 SQ. FT. 1,240 SQ. FT. 3 Malus spp. 99 SQ. FT. 297 SQ. FT. 7 Nyssa sylvatica 151 SQ. FT. 1,057 SQ. FT. TOTAL PROPOSED CANOPY 43,944 SQ. FT. IMPERVIOUS SURFACE CALCULATIONS TYPE AREA AC PERCENT OF TOTAL PROJECT AREA 13 100.0970 BUILDING FOOTPRINT 1.3 10.091 PARKING/ROADS 1 2.6 1 20.47o PARKING LOT LANDSCAPE AREA CALCULATIONS TYPE AREA AC NOTES PARKING/ROADS 2.6 8 INTERIOR LANDSCAPE 0.28 10.8% OF PARKING AND CIRCULATION SET TOP OF ROOTBALL 1" MIN. ABOVE FINISHED GRADE FORM SAUCER WITH 3" HT WATERING BERM BACKFILL PIT WITH STORED EXISTING OR IMPORTED TOPSOIL TOY FULL WATER TO SETTLE SOIL, THEN BACKFILL TO FINISHED GRADE. 4K� �� 0 to •o �ICIICI 20" t BALL DIA. LANDSCAPE CALCULATIONS TOTAL NEW PARKING SPACES 80 TREES REQ'D PER SPACE 1/10 TREES REQUIRED 8 NEW TREES PROVIDED 12 MULCH 3" DEEP IMMEDIATELY AFTER PLANTING AND WATER THOROUGHLY. CUT AND REMOVE BURLAP FROM TOP 2/3 OF ROOTBALL 4.0 SHRUB PLANTING LI.00 LZ.00 7 SCALE: NOT TO SCALE • PLANT SO THAT TOP OF ROOT BALL IS EVEN WITH THE FINISHED GRADE • PAINT ALL CUTS OVER I" DIA. 2,0 \ TREE PLANTING -GUY WIRES NOTE: STAKING AS REQUIRED SPREAD (MULCH 2" DEPTH 2 STRAND TRISTED 12 GUAGE PLANTING AND WATER GAL. WIRE ENCASED IN 1" DIA. THOROUGHLY.) Z RUBBER HOSE J °1 . w HARDWOOD STAKES 3 STAKES 2"X 2" DRIVEN (MIN. 18") FIRMLY INTO SUBGRADE PRIOR TO BACKFILLING v LU STAKE -4" ABOVE FIRST BRANCHES LL U Z PLANTING PIT DEPTH IS AVERAGE FORM - w =DISTANCE BETWEEN TRUNK FLARE AND BOTTOM OF ROOT BALL, LESS 2" AND (CAREFULLY EXPOSE TRUNK FLARE IF NECESSARY) 0 SPECIFIED PLANTING MIX WATER & TAMP TO ''- REMOVE AIR POCKETS 2,0 \ TREE PLANTING -GUY WIRES NOTE: STAKING AS REQUIRED SPREAD (MULCH 2" DEPTH IMMEDIATELY AFTER PLANTING AND WATER Z THOROUGHLY.) Z - MULCH . 1 - UNDISTURBED SOIL X1.0 TREE PLANTING - VERTICAL STAKES itoo I Lz.ao SCALE NOT .oSCALE 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 CIVIL ENGINEER Gloeckner Engineering & Surveying, Inc. 508 Dale Avenue, Suite -A Charlottesville, VA 22903 434.971.1591 LANDSCAPE ARCHITECT The Cox Company 220 East High Street Charlottesville, VA 22902 434.2959131 MEP ENGINEER Dunlap and Partners 2112 W. laburnum Avenue, Suite 205 Richmond, VA 23227 804.358.9200 No. Issue - Revision Date 1 Revisions WAM 13 Jan 09 1 RW in pe M M Jan 09 St. Anne's • Belfield Lower l Middle School h 10 Landscape Details and Calculations L5.0 meet Z5 of 27 i �$4* kw*sdww Dow, UOWM Ricins 847a GENERAL 1531 Orrup five downili R are fill" cut-off daxlra- Go &" ght fixtures having a spun aluminum bell ftam ow Styled shade that is available in two types of extar- aarnla. Sion rings. Attached to the upper, Pat= of the spun aluminum bell shade is an aluminum casting Which acts as a means of coupling the fixture to an 1531 R -M tract• pet � Pw assortment of arms. All fixtures be" sealed and go 00 "" -e rotatable optica and are available with flat, sa& claw or frosted glass. BALLAST HOUSING Q°"°• The ballast is housed in the„ t>pplX section Of the 1831 FWad Edge (F) cog apmnm aluminum shaded and is easily acoeasible by mans of two tool -less miry doors. The ballast tray can be detached from the fixtlNle ager removal of one wing nut, lock v and unclipping two acts Of electrical quick disconnect connectors. ELECTRICAL The fihtue shall be UL or F.T.L. listed. RLD. balksta shall be high power factor with lamp starting down to -30 degrees C. Medium and Mogul porcelain sockets are 4KV rated, The ballast tray assembly is connected to the lamp socket and line supply via quick discatuLat connectors for ease of replecer ilt. FIXTURE ASSEMBLY The 1531 fixtures shall be made of 11 ga, spun aluminum and having an outside distill of 31 a x 21 W in height (21 ''yr on P). Tool -leas entry allows easy access to lamp Bud ballast. A spring type latch allows access 10 lamp >. while two itional captive thumb screws provide a moos to Boom the quick ranoval add ballast tray. Two decorative edge rings aro available, either round (R) or flared (F). An optional hmWtraigM (*M is available to ensure a plumb fixture installation even with unievd foundations. OPTICAL OPTIONS MGH MNO STAR-SHIE LDs Roof Optics distribution Shall be delivered b # * •. multi-segmented roof mourned reflecror systema which y eianntate vide full art -off. The retlectOf cavity shall be mede�f --i- Flat Ina modelstglYla9lutati 3 (R03H-S), Typprovide ad -off performance, Roof : e S (ROSH -S) horiz=W are aysilabte fcrafe�urtt 1> LrIT IY0 Roof Optics Type 2 (R02H-L), Type 3 (R03H-L), Type 4'(RO4K_Lj Type 5 last oNssfslt (R05WL), horizontal and Type 3 (R03V L) and Type 5 (ROSV.L) vertical lamp Sam available for mogul base lamps. • tCa+ltlsaed ow baait P+RPJ s4ay trw trw V 1 RM FO 80 21 yr 1 V=C S FMtOm ga0 ry ! >! ® OWN W 1531R 183/fROM FroaH14 Rot Opaes Flashed Flat 8hem Fraahed lap I INIM Glias Ghp stem t _ _ ! Aare iE- xa• ! t i�-"- 1 � t eF dr 1 ! .j .� 0A8Y4eAmm OA Twin Ann 05 MIDIS Arm i STaM1/atrm OCStmisArm Oc7*bArm i-ar � �r ,,J/fir � `\jY(/�p'.' _ �•- _ N V. •�+ A �- � �� G t r� r,�, j � IJ U � M• OD 8bada Amt OD TvAn Arm of abgb Ann OE iMM Ana OF Bingle Arm OF Talo Amt .j I.aar. or OJ :rMm•s.i OL 00 8YmPeArm oG T*M Ann OH Atm Of Atm r t GBrIMAL- rte - fl tatty dworahe pat dlan W aVmvA cm4 os .om wa. oomtaMdoa MIs tI y2' diaameW ant atamdaaatflulad base stall be arbaed Tib a imb airmpr siwrAr m1 shR. TLe model siattbe Sl -kW tldbng i39o0 ordl3le811 fbr cw* sac poles CON$TRucTkM The bate *M be desiynd vita fblrtxv fabs sad be music of haat wak 336 army not OAWINM >r tau tiM M 314• thick flooroud as as WqW pmt ort a bra, 7110pall dwil be doubleamwiam tLYY Melded Uk aauy and aaaemaily to the bap fbradded sbc gUL TW -096 tapeead 4 4"be neeft all 6053 axtradod elaudlmus mod tacapcaed a a TIG « TbP atipelb atlaipt WR thaE be wade ofASTM 6063 sanded aaelalmam ted tempered to a Tib aoeditiwl 7be arsr10l BOW sbaltwatt b wade of A371d 6061 musle, ah�Wiaral and smapi to a Thi cooditimn a tad! tate a decoaiva (Mild r OJ). Loos, alloy � cast #&Pcrtd f1uu1N thus b SW e MI& of 100ty wdL 319 INSTAI ATION BoWa mild "V typo ardor bolls dingle p ockled Grp peivMcgliall and =Aw bok sone sMUbe �btocavedpep IM 1110111 hwlvw- Foal trig be provided whh a postal Surd sioumbd on tae base flea oppotik tib mm dos: rr.1r r M• a asa rr,41061 'rota. aramao11 AOastsoon•• 'ear Masa.. rNar, M e•r aw nrar- --------^-^ •r-..N•+wrar•ar-taw+rot-.awn TYPE A smumv AmbilectlowDown Iiii SpwScaftne, s-3ae .-cur arwvn rarllvslza AMaMM1�ewnWa POWTWPOianrara pi MWMP � OP11Dt OPltOan Rotex 1a. a•rh OPQ�AI[gW1a uaMtPeeawll mxn�Mltef me..'weialrea) IYCrTi/fl�PR/YOLA - SIA n 090 / ITKO •y{•..•1ti'.....5 .'A y}•5..:e��:a:� =cool HAMOM I:DtTtfRes w.varreraa,e-.,,w nr ea.a Cast AlMsmittam -Extruded poke 1112" Diameter Base x 41"High iwmweaaAteMs OOOPar Momma .1■Tr0//VOL7a • 4 r•rOD r-roD W. 38 _ _' T4 roto 39 _ _' TS 3B FPL soD r-r0o 38 FPS Or10'12'14' _-' OrIfIrviv 01'10.12.14• _ _' 3807 TPP OrIfirlelf, or SMOOM TAPERED101FERED SMOOTH ISTRAGNf tS1RAllTNi 111UPERED SHAFT SHAFT F� F� FLUTED SWIFT la"M sTmaaN► dlnfT 11, Mn m0V01r 25OWS A AAKIEAWARE SPECNTAt. 31MFi roto rat • TOMH • RO2H a ONM• loam• AW,aOAMEO • 8I awdbh Mon 0 0 B CD F-••••lrr•tM..rrt _aO■rMr..r.r.a.,.... eve_-_.----_ • itO6H-8• --------^-^ •r-..N•+wrar•ar-taw+rot-.awn TYPE A smumv AmbilectlowDown Iiii SpwScaftne, s-3ae .-cur arwvn rarllvslza AMaMM1�ewnWa POWTWPOianrara pi MWMP � OP11Dt OPltOan Rotex 1a. a•rh OPQ�AI[gW1a uaMtPeeawll mxn�Mltef me..'weialrea) IYCrTi/fl�PR/YOLA - SIA n 090 / ITKO •y{•..•1ti'.....5 .'A y}•5..:e��:a:� =cool ArdlNtlO&M Down t/plr M AMM t ill A PHOTOCELLS "M ONW son Phowoells shall be either the thereto bi-metal button type or the electronic button type. On single post top fumy" the photocell shall be mounted in the fitter and pro -wired to ballast, On multiple head fixture assemblies photocells ilhall be mouthed in dw pole sl 4 on an access plate and we rut pre-wirod as ballast nous. ins assemblies and fitters aro packaged separately for ase of wiring to sourca. The them bi-metal photocell shall be- designed to turn on at 1.0 footcandle and m tuoff at not more than 5 footcandles. The electronic button type photocell is instant on and a 5-10 second turn ofrend shall turn on ed 1.5 footcandles with a tarso -off at 2-3 footrxadles photocells ere either 120 vole or 208 tivu 277 volt, ARAM All suets are made of cast aluminon and/or extruded aluminum. Arno with dcoo- sative filigree leave meticulously detailed scroll work and ack- ens. All frdurm will have its fitter 11 1y a macedmrved br either welded to the arm a will be nmarhacecal- h' attached at the fskxory, to ensure arcs will be plumb, secure and levrd over the life of the installation, Bach arm chap be bolted to a post mount adepter, which is welded to the pole b maim proper alignment to the base Arms are pro-wir ed for ease Of installation. FINISH Print to ooatiBge each aaSembly shell be chemically caned and etched in a 5-sMp Washing ayslan which includes apcdiDe caning, ri ill phosphOnie etdmsg to. verse osmosis water riming, and non-chmm Willing t0 assure corrosion resistance end exce11er1t adhesion for the finish coating. The finish coating WWI be caxroatati- mapy VPW semi -$toss- AW durable polyester powder balaed at 400 degrees fa a durable and matpaior. Dolor rlslerldve finish. Our optional antique Verde Green finish and Swedish Iron frlish aro hand brushed using a 3 -step procaas Tha total assem- bly shall be wrapped in Sbockproe wrapping or fnify enclosed in corrugated cartom VWtRANTY lave -year limited warranty. Sot product and finish wssxattty guide for details. NTEERG 566 LMNO SAre. Rosele. IL SM72.647-386-3100 • Fax 717-588-3440 LIGHTING "'' � can rani: sem. iffiffi- 11 stnwpoks Carl Cana Poles mmooaathlosarstwr Pwcw OPUM Faa!n a100ELr1Ela1palAFT lalawr op. Paas Part Number Sa r tin is Pert Number Selection MODEL as s1tAFr 1110011E NEIOW 5101111 GRADE ABM • T4: r -r TipMad Stnol .39 .00 • RT4 r•r UPI" I SM00 -O8• A G -39 • OC - rFPt 4•r 9 w Fin : �4 r Tapal • to Ac Ti r SMdglrt FMAeO • RFPsk 6• �FAuaod • 17 AS lYpamd Flubd- • RN. r Stril�c Slroael • 14' AG tTm•r Rf P • PP& Br- Saab • tt S 9saigtSmooNm -IV AG - r r_ �- how tr POST FIMSWS FMNSHES am CEMM CAP STANDARD core O 0 AM E i a Reg11rW1 OK Block• VM a 's0" }Dco •BOC • ve VYrde Groin • RT Rat ❑ `. J . GR � �R •FCC •FBG Pak Crwn • CM CtaRotn L ► : Si . - iTFCCC • Aez - a old tan FN OHPAOr ° •B �1 1,B fBIaW • WANK sSCC : pPg Dork & s • TT Tao Tbno ®SCO -04 N 1M10Q au' 39A - Sk" selanr Ann moxas (r1 PCD- Phob Control mpim now" ft p°10 an not pale O an door on pub DCO• Da10he b n ft tln Pub Otdr Dalt • Dar01e 9atnr malAmN mart aaas oL i i ten bola sMs of 1M pole SH • sppkartalb fer 8 On - Ground FM hhemlpher I -n mR1811D RPRRRe4 VW Wants b 1110 Pols � SBAR-SIrgL smmlr Mpm a a and Ring SCOIGFB- SCO altars oa tier DSM. Dl M POmd All an - Sir Bracket mown I: POW whet Ground GroundfamR Amos molrron of skle on pole b 11kxe signs BMekripa(b bw 1� I111PN coin a t1wase plrm Alan on Mur side • of ounls�Hook mown an tlla pde PAgi-DOoonIMrlh Plr Nets w pob loticid 11 Wb pioneer logs dokwra8ans Mill Did g am. so Caft Capp $ 90C. W corso ssel spaW Comm Cap E3 FCC• FMM gym► Cop TFCC -Ti FWM Cans, cap LIGHTING JL E%V IL6M72.84E71--3400 • Fex 847.58s.3440 TYPE C OM61 H42PLTSPL '�viecam �s RVI -13 6' Splay Lens Reflector Horizontal Dol hts CAL NO: TifPE: PRo1EClr PRODUCT INFORMATION ApPlleadetu An4.dpad,luaaddD alarwrrMm4rm•pyel5aiamioayroelb.a«e•r farm ds16e■afine4maemraaoGgir'FiamogaandraaiaaMimgeyedvtuala� Mae[ WOrem d 7ij. O1 aonids4 aanopp4 FaR6„ wabmaarilm and afiiaa specifications Divi 12M.06 -x) � I o01 s I0pIm Pv+wfa0erairwadraispaaMdetiemA., *1 aload _wire• ar2I cbm; am ler 120lrwgt,?77vallipufa°t•O• �. $am twoleaer (Ness era mor '`- •°'�•~ aw ON taw 0W we vie "Ir ON as Lwr•wrM" it awdl•I�ra`r"�larflar >e ae g at s s r do Aa A Lae .0. Jct. AN AM A. .•• aa4rraaraas.eaemae K aT o• ep r% •P •r et a 2 �:.Rom Pea-RWaionA- A- ill. 16grpgalsrdwd - Pmand •n -W Aa mwkodeln amWQ Quirts ap b An i/N• a bmpw6mmrmdC•dnwlrMmvrNdr ,an 6a :z=- ?T bWb rbzr:z aw " A ,•Prat./. brmp• pati rpaaUy010O1 ;, Ri _ a r _ 4.a�a,Preater w twaw S lar P•bhle, abrtkptwiroypalteyantkg�.aalirti`"DI"osllliaritl aapatadp9lctrlxatnioMdappio &k&Ao.dtpid.Naarbor FL Faros 159&* COMM 01132w/C*X2q tar a1A2ger/cx24y, C11au er er.a 0OTdW/024CII WN/0i24% 3W/Ci?Aq 6. Aaadba ire • 6a• tete• A375oabk cud 14 acme• :% ww niaadfadvrMrtoPv,ar■rsordvomd�inatlrardRe t- �bOw-ur`�-10-'!d fi►tJtalr�lrfibg reit •i b 6 NI?AMG L' �--- -�,_. �-�._..._ 7 0plead y+w -.6 syarr iri.dr *`: LL" -• -- ��-mss -i�rrt�.aa rs�2rt1/r°ni°rpl°'a Ainirrnafso.ndisieeea.�paR ToiMa�for a .a�.putLa�Lirdlldaa�feraabtwlemirriaw«edaiaky � �'� �a�sfortMaOlAlrrnlrGrd � aa.111 aeda M iagm`v' s=ae dra.,Mu..y `- CATALOG SYSTEM AND OPTIONS CW MCFaa•feaCI&Vno"UWM OMNH02lL310"l T2f/277 A1mr0A I=" to"hon a 4air� to" `•T OVA1wim11 - 2'"mi�� a2ImT TdpbTrb.Q'L CWL dtrh�"1 Q CMvler M 120�it71 2dFr ul ,i tTA.CFL semi � r a wrwb dterm �7 300 It ttr mmFb L6.G/ arK dad Oahe, sey Ina OP !Doll o.a4Qt slut ler Fl•dd all: 10091 o.ed Cil OL10iR•F•.ri+ MaaaGyaase l2a 13 an orad Cit 0r3 rarity taeaa C.,*.►Se 27T, t•tvet vTIwR tat ""rift Mw.wa4k 7L 120r 01a0triq,ABrwaseA; »H Warranty 'rrolersi e4lie aweiatl..aAaRlsap.e�•. 4 !ioo OMamIm3NlAMPat 7J•iill( iiiiilxiT�jnli,miilelF{;flfe ��•��� 00 .PHiUPS I K l%W svecsllEeTe RVI -13 REVMLA11010 Feetaid LMmf wkh WIIke p 02 R 1 It"reased Splayaf�-a s X110 0 aD K JS aS a,* Rapat Number: 20687 ... e : as 21 IaYt 1 al oto oto .o sF a1 foarra., w«. R 32,5 va 2 u a4 x 3a 34 as Lamp: (l I CFM42W 2u 1 ^' . =r sot W 191 ac.6 3 3a 3D a 30 a 29 Toad L•mena: 3200 . Is.3 • :,_.' ".:. 4s 2■Y WS 44at a 30 1s 39 a 20 a Rxtwo Ef(ieianay . 38.896 93 Fr `- .. u 4sa 3►7 a » 2s b 211 n 23 6 2e 22 25.12 27 a IES Foe- F20667JE5 hi ::;.:::: r.' :? '�ws 7 y 2a 2s 10 22:0 S/MH Ratio - Os, 0.9 •......:: :::ia:::: Is 412 f7d 0 n 19 aD h 20 17 47 S 012 000 baaw Angle: 65.46 0 aw 9 20 17 xh 19 17 M 10 19 I• 17 14 17 )• 1 111 r o Jjjj ecu r. cur ac ft „•a"M'-p Prsalsd Lens rarillm WhHe 90 0 1 RSd splay s s ss1 o sot >4 u 34 3232 Repaint Number: 20722 30 /a■"ror"er .mow n 1• 13 sac 1 30 2P $020 29 U Laay-: (2) �6W 2u0 w V u 1S33 2 cu b 20V n 26 Toldaera Lu s: 3600 as O 97 27p 3 26 23 X 23 2523 13A 45 lar 177 3292 4 2322 2a 22 2320 F&Wr• dfiidency: - 28.9X . 3S w'�S y` S 22 30 2220 3020 IES File: F20722IES • 20 n 2017 20 v �i� a7 ::-::• 4„ xos 7 19 17 w v Ia n S/AA" to" .0.9,1.1 'a as a Deal Angle6.61 41 73V 117 ,16 1714 1714 u u lel'4 u u 0 nt 771 10 l4 13 t/ la It la r f cern reeeeiaT �- �•tarWai-raaD -���•� aC: p i• so sPrlgf1011C 11�P11a.W,111! willl!Opins 90 2 2 50 30 10 30 '•-M`�••�• Splay - as • 7 1193 0 a 47 40 " Nat Ruin Number: 20688 va ,� � ' ''::: 7$ s N 2211 1 a ae a oto 4P » Lome= ()1 CFM42W 4s N a a25d 2 n N U x N p 20 t _' SDS 177 I" V 3 34 x 3a 30 33 29 Tad Israel 3200 10f , y� 2q . oto a ae a 29 2a Fi:d•n Efiidrley: - 40.Or, tJ - s 2t 2S 2S925 27 23 IES File: F20688JES /' 2s aM 401 4 , n 2s » 2522 S/MH Rain - 1.3, 1.3 u 1 Is 699 4a 7 b m n p 23 20 • S dq d12 R 22 19 a 17 = 17 Be= Angle: 86.91 u : 9 me., b 1a I9 I7 -'--� o dis 415 10 19 id I7 le 17 t4 Pris111wee L411a vmriHm W11i1te -man As All Awn a Is 90 1 2 ecu a mr Ita9esasdd Spiry ltd N. s s +Ia o x x 36 x 30 u 335 Report Number. 20721 ,- � n 19 32 fps 1 U 33 U 40 312 32 �P: (2) CFQ26W a ZA? 4s p 73 2450 2 3026 V 20 2020 Told !amens: 3600 N 116 114 3194 3 30 2D 20 2• 21 2t 45 NI 219 4S2s A 26 U 23 27 I b Fixture t3fieianey .32.0% q N 3510 3•a s 23 20 2520 2s 20 IES File: F20721.IES is C..:'^i » ,r a! d 2219 2010 20 I9 rot 711 7 7017 2017 1917 S/M" to" - 1.0. 1.0 .. 7r::::::::::t I9 1• 1714 171: I beam Angle 67.53 v 4e -.cur s n? 9 n u 1714 17 --'•^ 0 7X0 TRI 10 14Ia 16 14 /• u 'Riv6•Ord`all0•X474•aAawaeecO.miMdaeedOGa.lrCrmoRrSaaatara. TDarwrwirrfe.apOrDl.yOsaal«,,-.bplyb/.: CardmPararCaeBainwsdald66wuRsawrraE 70iGeimo, SOxMblr, 201kHaer 0011.90 haw .02 h.w .07 A&MkodpMaeeal.AlaMOM" waaa&I, aumall k#Aepe«a o m e c3 0-" • o*kill A LOHIWM a acts CANADIAN r4isKm L I C N T I N c Ia-r a•2A42A7u aitt4@Jt1iW1 ear0903.29tW0"mxr• ti it11 TYPE B Noted rI w Am&, ai w m small DVLA" BRM822/BRM826 SCHOOL BOLLARDS "WMAL OMCRPTIOM: Grdc* BAAISM dans lap and BRMBW barbel by IaRrred S ch" ace dt OrorML mlllbf111 IMnnk10a0n and apMfa apacrnpi A hip►dranpNm BmMalind alas" tenon tlwolphoul ahs knP of ala knilaha ptaddes acid wndd realetrin RuDeed adnldsd a11d asst a abucft rah ■inane ap"sand NRmmrm6lp assseyeaadlroubN4raa atrMas, 0 -Top DowTup 911@IX IIMONr 1rATrAOa VOLUM FNM - of rnlM mrrMaArrrimMapr*daHrlta,a MMCO•MarrsMplrriraa.yrftn salaleaaarra.■ a1Ae7iawrl■aerat ra1Mt■■w4ardrameaNaorerlprearaa•-akrLMmwawrra■y. iliaU OFAM22 Daus Top senna Bo- 4r MOM part; Top ikom and t- ar HAMOM I:DtTtfRes larreoums 120 •1O4 iwmweaaAteMs OOOPar Momma .1■Tr0//VOL7a oP,les oP,lO,u P■wt �.. /��® '' m BapkIDouble sRACKEr .. LAM t FIMBrlF.b STAiMARD • 1531FoA ARMs . sf1P8 : Tmrarea : • OB , OSW6 • 7OFP8 HPSWNEO BK Brae ;' IM OE OOI'VY�B • 1001P1 • 9W8/001ME0 . POT T dared • FFG . OE , 011 • 1'J01PB • • "P8150a1E0 : � Park prNn OF 25OWS � :SG �811001110 Tedurad • OPTICS WAS • TOMH • RO2H a ONM• loam• AW,aOAMEO • 8I awdbh Mon • COM• • OL 1501111 • Mai1 • itO6H-8• • 175W • 6"7511M • OD DarkBmpaoTerYYW • RGQH L . ON • tOLTAM 20 - �1 • . MKOWU M • OMT Ol�YrorW pray • Ro L . � • R01111•l IVINGUIS , 240 �� MOM001MOG Tao<brad • OM Oldvlbrkpray • RO5v4L TYPE •277 a?PLT �PLT26 • tt05KL •8"11 - 480 - 42PLT • 57KT • PLT42 FMNall CUm M • PLT57 • V*fr Wills Taxkw*d ` aNOl1T (120-V7) • ToPLT . Pill • 11tH woo (Dpe-) 80pi PLHSO Civ IlDaral Alumbleaa Pahl • as"• PL"a5 • WW WBWmWslack oPYloNs - 120"• PL"120 • vtBR WsWOWW Brown • PECI Phdoed4 tuM 120 vat . &CAM • CO Cater • PE02 Photocell Mal 200-777 Vail ' 13M' • RT Root • PEC7•E Awbod-Elsobal 120 Va ' Oli • 01 Old Yan • PEC2-E 11110w:me4EMatrdc2n-=%tt • QLt83• • TT Two Tar» • FNB singhe Fun and Noider-120,277 vba ' CM Cwbm mMc1 • RID Dud Fleas ant 1 kldr•208 240,480 vbR ,a -,Maw a p«r1a■n seam • OR Omit Re•sbRoeme FlongshvW •a tat> • 361a•e le 120 rat ower a Mason one em rn is Standard roar Awad w b 115woos. •Mad base - «ry, •can«uv«tnutarmwTwr now.M. STNIME%U 565 LaWMMAw. Roelk. IL80172.847-588-3400 LIGHTING MOW $$O mhbesaEghftoom • Fax 847-586-3140 Errlae; Axnm 5.0 ArdlNtlO&M Down t/plr M AMM t ill A PHOTOCELLS "M ONW son Phowoells shall be either the thereto bi-metal button type or the electronic button type. On single post top fumy" the photocell shall be mounted in the fitter and pro -wired to ballast, On multiple head fixture assemblies photocells ilhall be mouthed in dw pole sl 4 on an access plate and we rut pre-wirod as ballast nous. ins assemblies and fitters aro packaged separately for ase of wiring to sourca. The them bi-metal photocell shall be- designed to turn on at 1.0 footcandle and m tuoff at not more than 5 footcandles. The electronic button type photocell is instant on and a 5-10 second turn ofrend shall turn on ed 1.5 footcandles with a tarso -off at 2-3 footrxadles photocells ere either 120 vole or 208 tivu 277 volt, ARAM All suets are made of cast aluminon and/or extruded aluminum. Arno with dcoo- sative filigree leave meticulously detailed scroll work and ack- ens. All frdurm will have its fitter 11 1y a macedmrved br either welded to the arm a will be nmarhacecal- h' attached at the fskxory, to ensure arcs will be plumb, secure and levrd over the life of the installation, Bach arm chap be bolted to a post mount adepter, which is welded to the pole b maim proper alignment to the base Arms are pro-wir ed for ease Of installation. FINISH Print to ooatiBge each aaSembly shell be chemically caned and etched in a 5-sMp Washing ayslan which includes apcdiDe caning, ri ill phosphOnie etdmsg to. verse osmosis water riming, and non-chmm Willing t0 assure corrosion resistance end exce11er1t adhesion for the finish coating. The finish coating WWI be caxroatati- mapy VPW semi -$toss- AW durable polyester powder balaed at 400 degrees fa a durable and matpaior. Dolor rlslerldve finish. Our optional antique Verde Green finish and Swedish Iron frlish aro hand brushed using a 3 -step procaas Tha total assem- bly shall be wrapped in Sbockproe wrapping or fnify enclosed in corrugated cartom VWtRANTY lave -year limited warranty. Sot product and finish wssxattty guide for details. NTEERG 566 LMNO SAre. Rosele. IL SM72.647-386-3100 • Fax 717-588-3440 LIGHTING "'' � can rani: sem. iffiffi- 11 stnwpoks Carl Cana Poles mmooaathlosarstwr Pwcw OPUM Faa!n a100ELr1Ela1palAFT lalawr op. Paas Part Number Sa r tin is Pert Number Selection MODEL as s1tAFr 1110011E NEIOW 5101111 GRADE ABM • T4: r -r TipMad Stnol .39 .00 • RT4 r•r UPI" I SM00 -O8• A G -39 • OC - rFPt 4•r 9 w Fin : �4 r Tapal • to Ac Ti r SMdglrt FMAeO • RFPsk 6• �FAuaod • 17 AS lYpamd Flubd- • RN. r Stril�c Slroael • 14' AG tTm•r Rf P • PP& Br- Saab • tt S 9saigtSmooNm -IV AG - r r_ �- how tr POST FIMSWS FMNSHES am CEMM CAP STANDARD core O 0 AM E i a Reg11rW1 OK Block• VM a 's0" }Dco •BOC • ve VYrde Groin • RT Rat ❑ `. J . GR � �R •FCC •FBG Pak Crwn • CM CtaRotn L ► : Si . - iTFCCC • Aez - a old tan FN OHPAOr ° •B �1 1,B fBIaW • WANK sSCC : pPg Dork & s • TT Tao Tbno ®SCO -04 N 1M10Q au' 39A - Sk" selanr Ann moxas (r1 PCD- Phob Control mpim now" ft p°10 an not pale O an door on pub DCO• Da10he b n ft tln Pub Otdr Dalt • Dar01e 9atnr malAmN mart aaas oL i i ten bola sMs of 1M pole SH • sppkartalb fer 8 On - Ground FM hhemlpher I -n mR1811D RPRRRe4 VW Wants b 1110 Pols � SBAR-SIrgL smmlr Mpm a a and Ring SCOIGFB- SCO altars oa tier DSM. Dl M POmd All an - Sir Bracket mown I: POW whet Ground GroundfamR Amos molrron of skle on pole b 11kxe signs BMekripa(b bw 1� I111PN coin a t1wase plrm Alan on Mur side • of ounls�Hook mown an tlla pde PAgi-DOoonIMrlh Plr Nets w pob loticid 11 Wb pioneer logs dokwra8ans Mill Did g am. so Caft Capp $ 90C. W corso ssel spaW Comm Cap E3 FCC• FMM gym► Cop TFCC -Ti FWM Cans, cap LIGHTING JL E%V IL6M72.84E71--3400 • Fex 847.58s.3440 TYPE C OM61 H42PLTSPL '�viecam �s RVI -13 6' Splay Lens Reflector Horizontal Dol hts CAL NO: TifPE: PRo1EClr PRODUCT INFORMATION ApPlleadetu An4.dpad,luaaddD alarwrrMm4rm•pyel5aiamioayroelb.a«e•r farm ds16e■afine4maemraaoGgir'FiamogaandraaiaaMimgeyedvtuala� Mae[ WOrem d 7ij. O1 aonids4 aanopp4 FaR6„ wabmaarilm and afiiaa specifications Divi 12M.06 -x) � I o01 s I0pIm Pv+wfa0erairwadraispaaMdetiemA., *1 aload _wire• ar2I cbm; am ler 120lrwgt,?77vallipufa°t•O• �. $am twoleaer (Ness era mor '`- •°'�•~ aw ON taw 0W we vie "Ir ON as Lwr•wrM" it awdl•I�ra`r"�larflar >e ae g at s s r do Aa A Lae .0. Jct. AN AM A. .•• aa4rraaraas.eaemae K aT o• ep r% •P •r et a 2 �:.Rom Pea-RWaionA- A- ill. 16grpgalsrdwd - Pmand •n -W Aa mwkodeln amWQ Quirts ap b An i/N• a bmpw6mmrmdC•dnwlrMmvrNdr ,an 6a :z=- ?T bWb rbzr:z aw " A ,•Prat./. brmp• pati rpaaUy010O1 ;, Ri _ a r _ 4.a�a,Preater w twaw S lar P•bhle, abrtkptwiroypalteyantkg�.aalirti`"DI"osllliaritl aapatadp9lctrlxatnioMdappio &k&Ao.dtpid.Naarbor FL Faros 159&* COMM 01132w/C*X2q tar a1A2ger/cx24y, C11au er er.a 0OTdW/024CII WN/0i24% 3W/Ci?Aq 6. Aaadba ire • 6a• tete• A375oabk cud 14 acme• :% ww niaadfadvrMrtoPv,ar■rsordvomd�inatlrardRe t- �bOw-ur`�-10-'!d fi►tJtalr�lrfibg reit •i b 6 NI?AMG L' �--- -�,_. �-�._..._ 7 0plead y+w -.6 syarr iri.dr *`: LL" -• -- ��-mss -i�rrt�.aa rs�2rt1/r°ni°rpl°'a Ainirrnafso.ndisieeea.�paR ToiMa�for a .a�.putLa�Lirdlldaa�feraabtwlemirriaw«edaiaky � �'� �a�sfortMaOlAlrrnlrGrd � aa.111 aeda M iagm`v' s=ae dra.,Mu..y `- CATALOG SYSTEM AND OPTIONS CW MCFaa•feaCI&Vno"UWM OMNH02lL310"l T2f/277 A1mr0A I=" to"hon a 4air� to" `•T OVA1wim11 - 2'"mi�� a2ImT TdpbTrb.Q'L CWL dtrh�"1 Q CMvler M 120�it71 2dFr ul ,i tTA.CFL semi � r a wrwb dterm �7 300 It ttr mmFb L6.G/ arK dad Oahe, sey Ina OP !Doll o.a4Qt slut ler Fl•dd all: 10091 o.ed Cil OL10iR•F•.ri+ MaaaGyaase l2a 13 an orad Cit 0r3 rarity taeaa C.,*.►Se 27T, t•tvet vTIwR tat ""rift Mw.wa4k 7L 120r 01a0triq,ABrwaseA; »H Warranty 'rrolersi e4lie aweiatl..aAaRlsap.e�•. 4 !ioo OMamIm3NlAMPat 7J•iill( iiiiilxiT�jnli,miilelF{;flfe ��•��� 00 .PHiUPS I K l%W svecsllEeTe RVI -13 REVMLA11010 Feetaid LMmf wkh WIIke p 02 R 1 It"reased Splayaf�-a s X110 0 aD K JS aS a,* Rapat Number: 20687 ... e : as 21 IaYt 1 al oto oto .o sF a1 foarra., w«. R 32,5 va 2 u a4 x 3a 34 as Lamp: (l I CFM42W 2u 1 ^' . =r sot W 191 ac.6 3 3a 3D a 30 a 29 Toad L•mena: 3200 . Is.3 • :,_.' ".:. 4s 2■Y WS 44at a 30 1s 39 a 20 a Rxtwo Ef(ieianay . 38.896 93 Fr `- .. u 4sa 3►7 a » 2s b 211 n 23 6 2e 22 25.12 27 a IES Foe- F20667JE5 hi ::;.:::: r.' :? '�ws 7 y 2a 2s 10 22:0 S/MH Ratio - Os, 0.9 •......:: :::ia:::: Is 412 f7d 0 n 19 aD h 20 17 47 S 012 000 baaw Angle: 65.46 0 aw 9 20 17 xh 19 17 M 10 19 I• 17 14 17 )• 1 111 r o Jjjj ecu r. cur ac ft „•a"M'-p Prsalsd Lens rarillm WhHe 90 0 1 RSd splay s s ss1 o sot >4 u 34 3232 Repaint Number: 20722 30 /a■"ror"er .mow n 1• 13 sac 1 30 2P $020 29 U Laay-: (2) �6W 2u0 w V u 1S33 2 cu b 20V n 26 Toldaera Lu s: 3600 as O 97 27p 3 26 23 X 23 2523 13A 45 lar 177 3292 4 2322 2a 22 2320 F&Wr• dfiidency: - 28.9X . 3S w'�S y` S 22 30 2220 3020 IES File: F20722IES • 20 n 2017 20 v �i� a7 ::-::• 4„ xos 7 19 17 w v Ia n S/AA" to" .0.9,1.1 'a as a Deal Angle6.61 41 73V 117 ,16 1714 1714 u u lel'4 u u 0 nt 771 10 l4 13 t/ la It la r f cern reeeeiaT �- �•tarWai-raaD -���•� aC: p i• so sPrlgf1011C 11�P11a.W,111! willl!Opins 90 2 2 50 30 10 30 '•-M`�••�• Splay - as • 7 1193 0 a 47 40 " Nat Ruin Number: 20688 va ,� � ' ''::: 7$ s N 2211 1 a ae a oto 4P » Lome= ()1 CFM42W 4s N a a25d 2 n N U x N p 20 t _' SDS 177 I" V 3 34 x 3a 30 33 29 Tad Israel 3200 10f , y� 2q . oto a ae a 29 2a Fi:d•n Efiidrley: - 40.Or, tJ - s 2t 2S 2S925 27 23 IES File: F20688JES /' 2s aM 401 4 , n 2s » 2522 S/MH Rain - 1.3, 1.3 u 1 Is 699 4a 7 b m n p 23 20 • S dq d12 R 22 19 a 17 = 17 Be= Angle: 86.91 u : 9 me., b 1a I9 I7 -'--� o dis 415 10 19 id I7 le 17 t4 Pris111wee L411a vmriHm W11i1te -man As All Awn a Is 90 1 2 ecu a mr Ita9esasdd Spiry ltd N. s s +Ia o x x 36 x 30 u 335 Report Number. 20721 ,- � n 19 32 fps 1 U 33 U 40 312 32 �P: (2) CFQ26W a ZA? 4s p 73 2450 2 3026 V 20 2020 Told !amens: 3600 N 116 114 3194 3 30 2D 20 2• 21 2t 45 NI 219 4S2s A 26 U 23 27 I b Fixture t3fieianey .32.0% q N 3510 3•a s 23 20 2520 2s 20 IES File: F20721.IES is C..:'^i » ,r a! d 2219 2010 20 I9 rot 711 7 7017 2017 1917 S/M" to" - 1.0. 1.0 .. 7r::::::::::t I9 1• 1714 171: I beam Angle 67.53 v 4e -.cur s n? 9 n u 1714 17 --'•^ 0 7X0 TRI 10 14Ia 16 14 /• u 'Riv6•Ord`all0•X474•aAawaeecO.miMdaeedOGa.lrCrmoRrSaaatara. TDarwrwirrfe.apOrDl.yOsaal«,,-.bplyb/.: CardmPararCaeBainwsdald66wuRsawrraE 70iGeimo, SOxMblr, 201kHaer 0011.90 haw .02 h.w .07 A&MkodpMaeeal.AlaMOM" waaa&I, aumall k#Aepe«a o m e c3 0-" • o*kill A LOHIWM a acts CANADIAN r4isKm L I C N T I N c Ia-r a•2A42A7u aitt4@Jt1iW1 ear0903.29tW0"mxr• ti it11 TYPE B Noted rI w Am&, ai w m small DVLA" BRM822/BRM826 SCHOOL BOLLARDS "WMAL OMCRPTIOM: Grdc* BAAISM dans lap and BRMBW barbel by IaRrred S ch" ace dt OrorML mlllbf111 IMnnk10a0n and apMfa apacrnpi A hip►dranpNm BmMalind alas" tenon tlwolphoul ahs knP of ala knilaha ptaddes acid wndd realetrin RuDeed adnldsd a11d asst a abucft rah ■inane ap"sand NRmmrm6lp assseyeaadlroubN4raa atrMas, 0 -Top DowTup 911@IX IIMONr 1rATrAOa VOLUM FNM - of rnlM mrrMaArrrimMapr*daHrlta,a MMCO•MarrsMplrriraa.yrftn salaleaaarra.■ a1Ae7iawrl■aerat ra1Mt■■w4ardrameaNaorerlprearaa•-akrLMmwawrra■y. iliaU OFAM22 Daus Top senna Bo- 4r MOM part; Top ikom and t- ar F Fulb0 8110 tWrrmd180'311 asraaeui+Mennalarrtarlwraw ■aatrre�Tx»pa poe,a:snaa I�a►7wboe FAx Mshtsf7ws •p•P ja17001 PKaani rrar Pm"' ••a'A�■aw.rM caress swish cuss. two" Woman r Age or.t. r .rf.■tf « Y Mane .rot:-rrrfrtrr cola•, renis Ga•dl'o Lldara b a Phap; Vicup brand PHILIPS BOLLARD BRM822/BRM826 SCHOOL BOLLARDS pENEAAL Edi OaabD buMnd 8dad Baird it a, dis stud br as "'k 35u • tofu NO iwrir dRekm'aR end M•. 32• 42s ELECTRICAL The, a"- bap Pdaoaabd lempllaldu is Ono 120 am, umpv map 7WM so"Per a2TRP d i5 IS a higher. Plig dhaon10atD we Mad by IA. br are at SOD VAC 15/t a Nplw. loom" 70HPS 42TRP are LOWER HOIIbMiOI .125• (318 sad w Q069 T5 ■sorted aarrhsa Mien 0orr11ds b 710 mmp argot d Ore mratag MnOa Mr1 bur µ) ww "caws bxbab.iraeaMtbl■afarkwmoaOw 2n, eo►eolw sad10M ars aatlheche hO w wom Pelwo kepi LENS i OPTICAL SYST9t A aiy Dodebd pyall -d ad■aede ben mmnmlW cud b ceased iA baba Wh a diAus did play} palligi Each kadr10lre MWM a We and shrubs neskhera dacpgaSpmay appMd, e'n'Rer oared tuMrad Am �a n- � iafawaairlrssefidarayardtleauabwrwirse mbwslae10 mMllmwoawadanpaprab►wnwt AM LABELS: N blMmini bow UL a CUL t dwo sppG**) Wet hacMion Iebeb at* tafxtatbn. pt�u and ddsAb laA bwbd ft be,, belle i f 00ida0 ria 710 nc'namB memcM1 ■a'O1 sty aoMM M tient Ma oanrtaksoai. •m,a,��e1M pal9adNad81p1 IROMRmbmB aArar..wrm•raraa«.4e•■ ' swat NOTE. Foamysuppled it I Flats .haler •aeee• fMrpNle•rA1C Int« bora. 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Godeo t.ighanp rim not honor mmRY ch tt for Ytoosraet a11d1orape 4 311- Nos Ckb Praamt0ld trout loom b use taa city (lame" mppibd%mphlaw e2' 1laapa-► • ar lelM sal wooseey 31 Crmadl Opwwlp (Dpe-) w,atea0 aM4amp P+oi+meDn r Dhea: P•amaN e0r PrDPcapn 1 iW * tN• Per cma A4 aa4 ".ad.eraa.KrMrlhr� aressumn[tess, beeh'e a�amom ee>mmu �a r�rp�ar •� We P-" -am ea Garde Udrag b a ft Fp VvW brand saws• PHILIPS TYPE D NOleati Jos Type: 110 LAVE 1 i 1 MINI SCONCE OTa1ERAL DEBt"IPTrOF1: TM HO L010 oonlbb N high onpa and tv wW Pwfmra ace rah dadpm and aorollllcaorm ••crN1y a wndMrk sadiecYraTM tl1 UNA" marcs Nn tmemotwnd tretdoo too L01R wBm ttaaDb atyarg r++genr e1ORmpmllD sad InbgrRy a anMleNotl tt 1p bruin p -i AiolAoepwbnnrwego ft ho Web bvti eaesocfsle wh"hacwtipePooduc"R broombow-arlpalwhg 0arlaldraheoctrdaletol4a■etba atildbin d � d Mix: Add b ads ■0a11dep atsamriml hane1k tbalm el8dnt and boor�nco.la"lon,ldon.brt yLr+vvbolera.Wda.l».daacooveorribegoft CUTOFF PERFORMANCE rt hsaanallaa Insbaad in ills nonny daaapr wceMal ale" a NM pbp b110 proaW lei aioN prbrmasky F9awk OMitlMabM WATTAat van" eT11a11 ol•rlofa mrrM•M•rr•atM4Mrepaamnaaaw MIYteU!•N•PRM/MY �t�.�KltlrarMw■N rwa+Prlr•siM�r•�rsiirs.hrwwlaarwwwr.MawawM r•.rr•s••wit tri ��"�7 Ill a.paadMwttapa +rr4re.ar FT Fer4w711aow srrrarwapar, J Illi■ t awrparmtY 8oatee 11,®10mr WA*TMow sa«rarrmill Rwr9m 01 fba cecobTernperrum 11111' M•dumTww r.-.rrra•nr•-y i1Ion Resolve; eeosa �++•Fa•r•raaw■ar« WOMAN, Y arw•am•a. • 4asra■ * e...e • aur a--4r4a./r4a•.m• . . .r.wr.a.nr . . . . . we mere 14 L2 I IMP, 1Pak iw►/arrer,r • • • tlt� - � IT !e IR sB >IN alt rA os NIt Arra.....a.fY.MI......«w+.ar.....,..IM.r.n.p. • • • ark«oft ftbc.a.uy wr..to.r.rawn.rMank • • . Lr4aAaaaae wharf«ltria/r, • • • BRP awas,patlt F FrmrN+•F•'aNaManvayra.lMa.sra...a BLP UNA PBM PCB 6near1Typ• FnOl000nYg Arwarar.r nape IFP whw Palm OL goair NP laaa■M Aamaarm Parr WLU WM toeae ooa br Inrefrd Moue" Baleso" Viewaaa.W►.wtge,mtar OC OPaow edor Pato Ys same Mounted ft brbrSiffbwoe ON" meemew•.wa 4a.ryg6yay,-«arc 4eaOap►w06Aalala4 special OObr PalYa g04Cp yPWk 4f.m•a•wawa•wrarA a.awwaarrwrrr4wtwraruer«.w"vrr 4..4.I,w ■.r etas.. 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ImOtt"a....«.w."'iw�• `. i.aw".'>iai.a.,..■. lldNsmss batadaPamri+MnPdet+IMgr++rmyortd P1w1igtwwo)awm mdbmmwkwfolnhsdyrbwbwamiiasea .'k"w'awr"'..,aaiw •rw��anasra.rrr. Iimienaa YissleaaM Ya8d4aiiem EMU. a aM...«a•'OwR. •4'■•a.mr.«r E"9 w 41"K tHlp i1Ne�sor Irk s riib ~worm Ins It rtsrc *ria a*••+a..ar-serer are # be bM, A ha Mid is aooerblm rasglfhelMrlMMby, Glad EIIC ri d/aatarOULMaL T- wr•aar I j • !tor �•r= ' 1 aures = E cia•Y aN' Lj Lsaw ; ! ,, i 0 OL an= n.»•. ^I adatasrFs Plan • OWAy9Yyca.M beemeepe r is rear •r re b.rr.lraa sad Lar Oloara a■em mraaarra Garen 0eelaawa Iya•.reh, maowaaosrrara■aaasasot,wasna•4raroawrrrkh, a" 450 reeaNa asst• C•v•�Tk seep wDl�a7p PUO a'aa-1100 Rik fly 7aF7■ae a��"yberwat+.a Ma•reraawrarwerwa�la.•ar� aW'kyry ren-.rrM►r+ute.r.ar Bra, rr+�u air. Gardoo Ldatgis a TNpa t7'uP Oram a -.am■■ PHILIPS EACH OUTDOOR LUMIll EQUIPPED WITH A LAMP THAT EMITS 3,000 OR MORE INITIAL LUMENS SHALL 13E A FIAT. CUTOFF LLNMRE. THE SPILLOVER OF LIGHTWG FROM LUMINAIRES ONTO PUBLIC ROADS AND PROPERTY IN RESIDENTIAL OR RURAL AREAS ZONING DISTRICTS SHALL NOT EXCEED ONE HALF FOOTCANDLE TYPE E W1 k 1 2 3 BOWIE • GRIDLEY ARCHITECTS, P.L.L-C. 1010 WISCONSIN AVE, N.W. SUITE 400 WASHINGTON, O.C. 20007 TEL. (202) 337-0888 FAX (202) 337-2626 CIVIL ENGINEER Gloatlater Engineering 80 Surveying, Inc. 508 Dale Avenue, Suite -A ChOdOttesville, VA 22903 434.971.1591 LANDSCAPE ARCHITECT The Cox Company 220 East High Street ChOdMetiville, VA 22902 434.295.7131 MEP ENGINEER Dunlap and Partners 2112 W, laburnum Avenue, Suite 205 Richmond, VA 23227 804.358.9200 COUnity Review Board Approval Anne's Belfield Lower1 Middle School FNiicM Road IHi� Ills Z. A RB Submission Dir 1,2006 FIXTURE DETAILS Issue - Revision Date ARB Comments 1201/08 ARB Comments 1/15/09 ARB Caluner>fs 1/23/08 Anne's Belfield Lower1 Middle School FNiicM Road IHi� Ills Z. 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(202) 337-0888 FAX (202) 337-2826 CML ENGINEER Gloedmer Engineering 8 Swvering, Inc. 508 Dale Averaie, SuH�e-A Chario»esvtlle, VA 22903 434.971.1391 LANDSCAPE ARCHREC'f The Cox Company 220 East High Street Charlo»esville, VA 22902 434.295.7131 MEP ENGINEER Dunlop and Portners 2112 W. Laburnum Avenue, Suite 205 Ridanond, VA 23227 804.358.9200 ���'I ��` Revi�r Bard Ap�ov� SL Anne's •Belfield LowerlMiddie School � FaWcceer � Chmiottesvige, Virginia Z�3 No. Issue - Revision Date 1 ARB Gaturielits 12!01108 2 ARB G�rrunents 1115109 3 ARB Gomments 1123109 SL Anne's •Belfield LowerlMiddie School � FaWcceer � Chmiottesvige, Virginia Z�3 L!_ 0 m � ARB -Submission December 1, � m 0 ELECTRICAL «s m SITE >L a m t .� 3 27 OF 2'7 U O i d