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HomeMy WebLinkAbout047-97 Middletown Elementary School Addition - Opequon - Backfile (2)00 COB G a ENERAL NOIESui o DEVELOPER/ 1. CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND OUND 2 UTIU11ES PRIOR TO CONSTRUCTION. ALL COSTS ASSOCIATED WITH OWNER FREDERICK COUNTY SCHOOL BOARD RELOCAT FH-\ AM REPAIR OF DAMAGED UTILITIES SHALL BE THE RESPONSIBILITY OF SUPERINTENDENT OF SCHOOLS SEE SHE C2 THE CONTRACTOR. 1415 AMHERST STREET 0- REMOVE OF cf�m 18 EXST CON P�06*0 A 2. UTILITIES SHOWN ON THIS PLAN REPRESENT UTIUTY LOCATION AS WINCHESTER, VA 22601 1�6­.LK DETERMINED FORM A FIELD SURVEY AND MAY NOT REPRESENT ALL UNDER- w 0 �ct (540) 662-3888 z - - - - T CdN'C §ftfAL7x - t �A 9 GROUND UTILITIES-NTHIN THE CONSTRUCTON LIMITS. i3 o 0 OPEQUON -o-4 MAGISTERIAL DISTRICT < Uj WSP* a_ z 3. BOUNDARY AND TOPOGRAPHICAL INFORMATION SUPPLIED BY MARSH & LEGGE LAND SURVEYORS, WINCHESTER, VIRGINIA. ZONING - RURAL AREAS (RA) ACRES �' q, 4. ALL CONSTRUCTION SHALL BE IN CONFORMANCE NTH THE VIRGINIA 15.0 RELOCATE EXST WSP SEE Lu \.'•'� iCs t.l DEPARTMENT OF TRANSPORTATION STANDARDS AND SPECIFICATIONS, w SH C2 FOR LOCATION -j wz LATEST EDITION. 3, _j w( Z REMOVE EXST NV,-7 UJ WATER GRATE 7 GRATE (739.49) REMOVE EX METER VAULT J., INTERVAL 2'. lio- , :- , * ot w 0 INV.=736.69 5. CONTOUR I 03 CONC. WALK a INV,= 736.49 <!ui Z REMOVE EXST GRAY. a- mjcL < 6. LOCATIONS AND DEPTHS OF EXISTING UTILITIES ON SITE AND ADJACENT WALK & WOOD FORMS REMOVE EXST PLANTS- TO THE SITE ARE APPROXIMATE ONLY. CONTRACTOR IS RESPONSIBLE FOR AND WOOD FORMS 03, CONTACTING LOCAL UTILITY COMPANIES FOR VERIFICAITON OF UTILITY z pSPiiALl LOCATIONS. P ARKW APPROVED BY cnn 7. GRADE ALL AREAS IN THE VICINITY OF STORM INLETS TO PROVIDE POSITIVE ZONI G ADMINISTRATOR DRAINAGE TO THE INLET. C\2 c1l 8. PROVIDE POSITIVE DRAINAGE AWAY FROM ALL BUILDINGS. REMOVE EXST TREES ID REMOVE EXST SHRUBS RIM=74187 o NV. 9. REPAVE ALL EXISTING PAVED AREAS DISTURBED DURING CONSTRUCTION PER W.�7 � x OVAL SIGNATURE �INV. 7 INV. (74044) J DETAILS ON THE DRAWINGS. r R Y S�JE10. RESEED ALL EXISTING GRASSED AREAS DISTURBED DURING CONSTRUCTION PER ONE STORY 33. 00`­�- SPECIFICATIONS. _----REMOVE EXST CONC. BRICK �INV. (740.93) 1 �l '� *0 DATE OF APPROVAL 0 'co PAD, GRAV. WALK, ELEMENTARY SCHOC- REMOVE �3.00 OF D FORMS 11. PRIOR TO REMOVAL OF ASHPALT SURFACE COURSE, CONTRACTOR SHALL DOCUMENT woo BUILDII`�4u- REMOVE EXST EXST CONC. WALK F.F.E.=743.00 CONC. WALKS THE DIMENSIONS AND LAYOUT OF THE EXISTING BASKETBALL COURT STRIPPING, REMOVE EXST SHRUBS ocl-m AND THE EXACT LOCATIONS AND HEIGHT OF EXISTING BASKETBALL GOALS. CONTRACTOR THIS SITE PLAN SHALL BE VALID FOR A PERIOD SHALL REPAINT THE NEW ASPHALT SURFACE COURSE ACCORDING TO THE EXACT REMOVE EXST TREE OF FIVE (5) YEARS FROM DATE OF APPROVAL. DIMENSIONS OF THE COURT PREVIOUS TOTHE BASKETBALL GOALS AT THEIR HEIGHT ABOVE THE FINISHED ASPHALT SURFACE AND AT THEIR PREVIOUS LOCATIONS AS INDICATED ON THE PLANS. TOTAL BLDG. AREA = 70,704 SQ.FT. REMOVE EXST TREES 12. CONTRACTOR SHALL TAKE ALL PRECAUTIONS NECESSARY TO PROTECT AND ADDITION AREA = 11,142 SQ.FT. PRESERVE ANY TREES NOT INDICATED TO BE REMOVED. THIS INCLUDES BUT IS NOT LIMITED TO PROTECTION OF BRANCHES, TRUNKS, AND ROOTS. HEIGHT OF ALL ADDITIONS 16'-8" CD �REMOVE EXST CONC. WALKS > PLAYGROUNC�13dift a 0*-Ij C) EQUIPMENT bb DI TOP=740.46 INV=7�.? INV-=7 8 > R LOCATE EXST WSP'S- REMOVE EXST TREES SEE SH , C2 FOR LOCATION 0 -^a�/ \ O WATER LINE 30- '\RELOCATE PLAY EQUIP -7 PARKING SPACE CALCULATIONS: AND WOOD FORMS, SE -/ RELOCATE PLAY EQUIP7 03 C2 FOR LOCATION AND WOOD FORMS, SEE TI PEAET SH C2 FOR LOCATION. INDEPENDENT CLAMPING cam, TOTAL NO. STUDENTS 775 REQUIRED qI PARKING REQUIRED 194 94 (EXISTING) PARKING PROVIDED PLAN SEE NOTE 11 THIS SHEET <L CONTRACTOR SHALL REMOA, STORE NOTE: APPROVED LOCK JOINT SYSTEMS .......... cj ZONING ORDINANCE, PARKING REQUIRED IS 25% co BY ZON PROTECT & REINSTALL k5ASKETBALE APPLY ADDITIONAL MAY BE USED IN LIEU OF RODS Z,f 5 Y4" PUMPER GOALS. SEE NOTE 11, '1111S \$HEET. OF STUDENTS PLUS SEATING IN AUDITORIUM OR -40 NI/ "I OUTLET FACING PAINT COAT AFTER AND CLAMPS > J* GYMNASIUM (SCHOOL HAS NIETHER). DI TOP-742M FIRE LANE INSTALLATION WV--735 79 INV.= 735 54 REMOVE ASPHALT INV.=735,761" DISCREPENCY BETWEEN REQUIRED PARKING AND ON VDOT R\W, RECESS VALVE SURFACE COURSE < RELOCATE EXST---:,,, 00 (BASE COURSE TO MP SEE SH C2 0: d tj¢ PARKING PROVIDED ADDRESSED BY LETTER TO BOX TOP 4" MINIMUM; OTHER- 2 REMAIN) WISE SET AT EXISTING OR PROPOSED Fri-brATION PLANNING DEPARTMENT FROM FREDERICK COUNTY (D ir FINISH GRADE PUBLIC SCHOOLS. Lr) REMOVE EXST GRAY. FORMS WALK & WOOD co m I/ ww > z Po INSTALL GATE VALVE PROVIDE EXTENSION IF ck� NEEDED TO MEET FIELD CONDITIONS --A OUTSIDE OF PAVEMENT 6 z: CD Z C� 4000 psi CONC. REINF. WITH F POSSIBLE 0 6x6 - Wl.4xWI.4 WWF, OR RIM� 741 92 M INV.=73441 FIBROUS REINFORCING INV,=7.34.69­- S "'4; 7) (�I� �o ' SEE PLAN FOR WIDTH E l: WATER LINE 0 V4" R W 5A CL 00 �o ml 7, UJ ?K SLOPE TO DRAIN (V4:jT) < Z V) D 4 0 CD 0 ITE DEMOLITION PLAN \\''\\''' \\ LAj 30f 0. 5 YD CLEAN STONE USE TIE RODS (3/4") FOR NO. ANCHORAGE (GALVANIZED OR x: FOR DRAINAGE VDOT o 68 USE CONCRETE BEARING RUST PROOF TREATED) Lu 4" CRUSHED STONErY COMPACTED SUBGRADE PAD WITH PVC OR AC PIPE u- SECTION CONCRETE SIDEWALK- FIRE HYDRANT INSTALLATION- 16 NO SCALE 2 NO SCALE cy) > cc 0 rn Z 20'-Ow DIRECTION OF FLOW -2" VDOT TYPE SM-2A ASPHALT D -0 '�It6 TOP COURSE MATERIAL dL�l AIL �1- 0 (a - SILT FENCE DROP INLET CL' 0 m c PROTECTION 1. SET POSTS AND EXCAVATE A 4ovX4" 2. STAPLE WIRE FENCING TO o I zgg 1 3" MAX SEEDED TRENCH UPSLOPE ALONG THE LINE THE POSTS. r) 6" VDOT TYPE 21-A AGGREGATE SEE 0- TOPSOIL TABLE 2 X 4' WOOD FRAME OF POSTS. SUBBASE MATERIAL DROP INLE-' 0., 0 0: fo o' BELOW > WITH GRATE 0 Xx T --c'RAME 8" LOOSE MATERIAL COMPACTED SUBGRADE 1,5' MAX. �- -.�' r j�\\\j\�j�\\j\tij\�f\\f�\\�\%\\`��� TYPE 21 A 2 0 /-CLEANOUT ADAPTER & THREADED PLUG "M P\I 01"N" SUBGRADE '\-- � �� ~ 4�'''� ASPHALT PLAYGROUND GATHER FIRE LANE TYP SECTION -FOR CLEANOUT PLUGS IN CONCRETE EXCESS z AT CORWERS 3. ATTACH THE FILTER FABRIC TO 4. BACKFILL AND COMPACT THE TYP PAVEMENT SECTION- NO SCALE OR ASPHALT, SEE SPECIFICATIONS < THE WIRE FENCE AND EXTEND IT EXCAVATED SOIL. NO SCALE GRADE SURFACE PERSPECTIVE VIEWS INTO THE TRENCH. CLEANOUT ADAPTER AWAY FROM CLEANOUT LL & THREADED PLUG .-SM-2A ASPHALT PATCH, GROUND SURFACE J TWICE THICKNESS OF 45' BEND STAKE EXISTING PAVEMENT ,,----COMPACTED VDOT #10 0 < SEE PLAN FOR WIDTH 12" SECTION (2- MIN.) Zz MIN. TACK COAT FABRIC x Lli SUPPORT RISER EXIST PAVT 18 C) 7- 0 V MIN 45* BEND UJ Z EXTENSION OF FABRIC AND �j I WIRE INTO THE TRENCH. �r C) < ELEVATION OF STAKE AND 6- COMPACTED VDOT #10 TYPE 3, CLEANOUT 1 FABRIC ORIENTATION DETAIL Ao SAW CUT 3c) STONE OR SAND AT TOP LAJ 12 '�)CDD pc)�5 TRENCH PAVEMENT EDGE OF BACKFILL IN FOR BENDS GREATER THAN 45* FILTER FABRIC MIN. C) \2- PRIME COAT TWO 1/2- (#4) STEEL RODS 12- TO cn C) 18- LONG (RODS NOT REQ'D IF IRON CLEANOUT C) SPECIFIC APPLICATION 0 C) (ZD or \J-- COMPACTED GRAVEL BASE OR STEEL PLUG IS USED) 0 WYE 45* BEND 22 1/2' BEND 11 1/4 BEND ADAPT THIS METHOD OF INLET PROTECTION IS APPLICABLE WHICRE THE BEND 56 1/4' 1 2 0 1 1 v ORE 7/,� INLET DRAMS A RELATIVELY FIAT AREA (SWPE NO GREATER ,, ,, ,, 67 1/2 2 1 0 THAN 5%) w THE DOM SHEET OR OVERLAND nOWS (NOT x BURIED CLEANOUT. PLUGG I CS3.) ARE TYPICAL THE METHOD SHAU NOT P ENT EXTENSIONSMICZEDIN AV78 3/4 1 2 1 1 APPLY TO 24UM RECEIVING CONCENTRATED FWWS, SUCH AS NO SCALE FOR USE WITH ALL CLEANOUTS IN 2 ON I A R.1 z =14 A, IN STREET OR HIGHWAY MIDIANS. YARDS OR AS SPECIFIED ON PLANS 90* 1 1 1 -3 1 0 0 A SILT FENCESOURCE: N.C. trokm and adama coutd mmia aw maIm PUM 3.07-1 CONSTRUCTION OF- FITTINGS REQUIRED FOR EACH TYPE 3 CLEANOUT cl C 1998 MLLS, a- VIER & V&88 ' INC 9716COOl 1-2.00 -UK FEB O 8:22,3m 345.95' CUKRETE x SIT FWW 1 x� 1, �t i +/ P 1 N 91 �7 8 USE: EDUCATION ZONE: RA PIN: 84-A-100 COMMONWEALTH OF VIRGINIA NOTES THIS SHEET: STATE BOARD OF COMMUNITY COLLEGES (LORD FAIRFAX COMMUNITY COLLEGE) ddM 1. ALL DIMENSIONS TO THE BUILDING REFER TO THE FACE OF THE BUILDING. N 27'14 18 W / _ 2. ALL DIMENSIONS TO THE CURB OR CURB AND GUTTER REFER TO THE FACE -- - OF THE CURB O O --r^ — — FaE —----Q-=_ ----- — -- — — ` _ _ N dcw N __ -__ Ln A � -- toj I W 24.98 FHA,— RELOCATED FH 2 / PLACE "90" AND ADD 38.45" NW WA Q36 00 ETER LINE -" - - Z;Z, QtiQ - A -- A 29.03' /A% CAW. 15.0012 ACRES \ ` B 510 _ P 1 0 RELOCATED WSP - - w�0// DB 656 - P 85 1 t l S t , , t � � •� � 1 1 15 ,\ 26Ar5 t t \. 03 _ t `" p r i t N' -- 20.©' LIMITS OF NEWIZp.24 2 - WIDE, LTYP )(20, --A \ 2 1 --A 1 0 Cn LOCATED WSP'S \ PLAYGROUND \ EQUIPMENT C N 1 , AY��yND 3" 4.00' `\ 5' \ 59.15' e , P� 9.10 ,o --- R LO ATED PLAY5.60' t '1PN�N PLR�ROONO CEQUIP ................ \ �aA�a 40.00' 23.20' "9l� ............... . 89.10' RELOCATED MP ���� 5.00' .'. '.'......:'.•..... ;. .:. . C� RELOCATED PLAY EQUIP f 1� ! R ALLEb, BA�}CETBALL o GOALS (AN HORED RIOR TO�� " \ REMOVAL. SEE NOTE 11, SHEET Cl. 1\ SEE NOTE 11 SHEET C1 to t0 � 1\ LIMITS FIRE LANE AN f r�0©� OF � � Row U7 ;, CA , r � , dW AIR-'s dNt 1 o ,1 03 1 1 - _ N Al E BEGIN NEW WALK 26.35 AT EXST #IALK EDGE NEV CO WALK nib •' ,'` a . y -tl a ONE STORY BRICK ELEMENTARY SCHOOL BUILDING F.F.E. = 743.00 f 59.85' 3.00' \ 03" \� I dvy „£ SaCCER Ga �- dW 722.06' 0 O A 0 W RKMIG LOT `,per ©3' 1tt 1; `nw ALL PAVEMENT SHOWN - FADED s FADED & DASHED IS Z APPROXIMATE ONLY (NO FROM A FIELD SURVEY) t , 29.65' 03• i \lei \vA NEW CO WALK i •# 0 \ ' 24.30' ' ' O dery 03, \ \` O .i \ E O 4' 014, FLAGPOLE\ \ OFFS \d"h K, \ \ P •�� SQ .too SITE DIMENSIONAL PLAN MIDDLETOWN REAL ESTATE GENERAL PARTNERSHIP USE: UNKNOWN ZONE: RA PIN: 84-A-78 S 27'09'41 " E EXISTING LEGEND NEW © STORM SEWER MANHOLE N/A ,18' PEP STORM SEWER SD CURB INLET N/A DROP INLET N/A EXSPN..SEWER SANITARY SEWER CO° CLEANOUT Co W T " EX. 8W M WATER LINE N/A a WATER VALVE N/A Q FH FIRE HYDRANT FH CONCRETE SIDEWALK CURB N/A - CURB AND GUTTER N/A --- --'= CONTOUR 702 FENCE - --x #�fo METAL LIGHT POLE *t, MP METAL POST one wp WOOD POST *WP o �'�� WOOD POWER POLE C OP -ASP WOOD SIGN POST e j�Sp TREE N/A EX. SPOT ELEVATION /-- 699.00 WOODS LINE N/A USE: UNKNOWN ZONE: RA .£O >� PIN: 94-A-78 ENTION 1 Ty R82.30' / �XTEND P V.EMENT AS INDICA�ED R 26.15' • rt, cyK -Alp a ® s0 .� p s • / S 2 7'09' 41 " E �40D OFFSET ,£® _ J /t ._ 137.00' — — -- , -dam — — -- - TO ROUTE 11moo. j ® z' 0,1 ♦A ,X rri CURVE TABLE MUSTANG LANE 60' NON-EXCLUSIVE RIGHT OF WAY DB 656 - P 88 i Lj { ,w. {ern A i r t { ja. t Z� � O z a. s z! = 031L) & W lE w a o CL20-< Qz C) : U V) m Z C)LLJ ~ z° v O W Q F z O LJ c.> a � w � M LLJ a O � z rn A Z o �. U Yi �! F- Y ~ O m a �'' I b r�o A b � O d z Q" z O V) z W W (10 Q v3m Ml; Ls, OL VER & w%, NC- 971600021-1.00 IWK FEB 03 8:50 arr NUMBER DELTA ANGLE DEGREE OF CURVE (ARC) CHORD DIRECTION TANGENT RADIUS ARC LENGTH Cl 44'17'16" 69'38'15" S 31 *05'10" W 33.48 82.28 63.60 C2 80'46'24" 219*03'53" N 79'36'40" W 22.25 26.15 36.87 C2� I U�z 0� L . P FQu1P�ND N S0 M5P ri 1° wSF ' k f r ; SF�, x I ' ; I , r 4 � x' \ `I a , 5 0 1 � x \ duo \ \ PLAYGROUND EOUIPWENT� , >C i 732.10 P�AYGR��NO NO PROJECTION OF PIPE ABOVE GROUND LINE TOP OF FILL ,. OF FILL ,. OF FILL GROUND. GRCUNO • • �ii� •i•••� � '• •••ice' � .' �•••� �j ':•ii � i �'/ ... ...EARTH ... .... R a/iv�••iiY f . vise✓i . __ %��i� . BEDDING t 4' BEDDING MATERIAL IATERIAL MATERIAL &IMENSION T101E MAINT 1 ••- PER,• • • • • Of NORMALAX 1 ► 1 • f BE MAINTAINED TO THE TOP OF THE PIPE FOUNDATION SOFT. YIELDINCh OR MAY BE ELIMINATED UNDER ENTRANCE P14 ROCK FOUNDATION OTH"SE UNSUITAW MATERIAL 0 ERE DIRECTED BY ENGINEER CULVERTS LESS THAN d-36' ,, TABLES H HEIGHT OF COVER MEASURED FROM THE TOP OF DRAINAGE STRUCTURE TO • AND OYER FINISHED GRADE. f SPECIFICATIONS - METHOD R • FOLLOWSOTHERWISE•, • , ..., .,,.•BACKFILL MATERIAL IN ACCORDANCE302.07 OF THE ROAD AND BRIDGE. ;rp •p FkjS UP To •' (NO PROJECTION OF :.EMBANKMIENT .f LIP TO 30- (PIPE PROJECTION ABOIT GROUND LINE.) BEDDING REOUIREWkNTS DETAILED LINDER METHOD A, PROJECTION CONDI90N, ARE APPLICABLE TO METHODFILLS BI AND 82. PIPE BEDDING DETAIL - VDOT STANDARD PB-1- NO SCALE ��� �¢¢ - daM i 1 i 0 ENV 735.90 `� °� a S £0 1 dsm-�y0 ° � 1 \ . dery \ 0 s 0 dYt � O � sc,cGtR \ \ EDGE OF PAVEMENT GO p,1. \ \ � ASPHALT SURFACE EDGE Of PAVEuENT #_ SITE GRADING. DRAINAGE & ESC PLAN r=3o NOTES THIS SHEET: 1. CONTRACTOR SHALL RAISE THE EXISTING MANHOLE FRAME AND COVER TO BE SET FLUSH WITH THE FINISHED SIDEWALK SURFACE. ASPH�T PARKjw LOT r 1 n s uo, 1rn `O to s �r OD . t �0 r � rr �� rr rt a a ! r „i. O �d7w „ rr s 0 „ „s 0 // f r ®��,,'�," !I "JA g ta�tP , 0 303 1, t► SF 730 1 732 734 736 '38 19 4' i r" M _. .OtL.N... M N N 11 �so 1 12 - COMPACTED BACKFILL INITIAL BACKFILL SEE SECTION 523.03 "flOT SPECS EROSION COMM NOTES: 1. UNLESS OTHERWISE NOTED, ALL EROSION AND SEDIMENTATION CONTROL PRACTICES SHALL BE IN ACCORDANCE VWTH THE VIRGINIA EROSION AND SEDIMENTATION CONTROL HANDBOOK, LATEST EDITION. 2. ALL EROSION AND SEDIMENT CONTROVIRAPPING MEASURES ARE TO BE: PLACED AND FULLY FUNCTIONAL PRIOR TO OR AS THE FIRST STEP IN CLEARING OR GRADING. 3. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON THE S17E AT ALL TIMES. 4. CONTRACTOR IS RESPONSIBLE FOR COMPLIANCE WITH ALL STATE EROSION CONTROL LAWS AND REGULATIONS WHERE APPLICABLE TO OFFSITE DISTURBED AREAS SUCH AS BORROW AREAS, FILL AREAS, etc. CONTRACTOR SHALL PREPARE AND OBTAIN APPROVAL OF EROSION CONTROL PLANS FOR THESE AREAS. 5. CONTRACTOR SHALL INSTALL ANY ADDITIONAL EROSION CONTROL MEASURES DEEMED NECESSARY BY THE OWNERS AGENT/INSPECTOR OR THE PLAN APPROVING AUTHORITY AT NO ADDITIONAL COST TO THE OWNER. 6. 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. 7. CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND AFTER EACH RUNOFF-PRODuaNG RAINFALL EVENT. ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY. 8. PERMANENT OR TEMPORARY 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 IMLL 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 9. SOIL STOCKPILES SHALL BE STABILIZED OR PROTECTED WITH SEDIMENT TRAPPING MEASURES. 10. 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. 11. STABILIZATION MEASURES SHALL BE APPLIED TO EARTHEN STRUCTURES SUCH AS DAIS, DIKES AND DIVERSIONS IRATELY AFTER INSTALLATION. 12. 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 BE THE LOCAL PRO(;RAIIr! ADMUSTRATOR. TRAPPED SENT AND THE DISTURBED SOIL AREAS RESULIWG FROM THE DISPOSITION) OF TEMPORARY MEASURES SHALL BE PERMANENTLY STABIl IZED TO PREVENT FURTHER EROSION AND SEDWNTATION, 13. CONTRACTOR SHALL DEPOSIT ANY EXCESS FILL MATERIAL AND/OR VEGETATION REMOVED FROM THE SITE AT AN OFFSITE LOCATION IN ACCORDANCE WITH APPLICABLE LOCAL REGULATIONS. EROSION CONTROL LEGEND SYMBOL. DESCRIPTION STRD. & SPEC. PS PERMANENT SEEDING 3.32 SF SILT FENCE 3.05 I P INLET PROTECTION 3.07 COMPACTED BACKFILL INITIAL BACKFILL SEE SECTION 523.03 VDOT SPECS V2 0. D. 4" MIN. IMPACTED 1CKFILL NITIAL BACKFILL 3EE SECTION 523.03 VDOT SPECS V MIN rzu.u. N AGGREGATE -' O.D. + 24" � AGGREGATE O.D. 57 OR #58 24" BEDD � O.D. + 24 #57 OR #58 k BEDDING BEDDING TYPE 2 TYPE 3 TYPE 1 NOTES: 1. WHERE THE TRENCH BOTTOM IS IN ROCK, IT SHALL BE 2, WHERE PIPE FOUNDATIONS ARE YIELDING, PIPE FOR PIPE LESS THAN 12" EXCAVATED TO A MINIMUM OF 8" BELOW THE BOTTOM SHALL BE BEDDED ON A MINIMUM OF 8" BEDDING DIA., THE TRENCH WIDTH OF THE PIPE AND BACKFILLED WITH BEDDING MATERIAL. MATERIAL. MAY BE 36" MAXIMUM WATER AND SANITARY SEWER FACILITIES UTILITY BEDDING AND PROTECTION VDOT STANDARD UB-1- NO SCALE 'J2 o .a v � ' Q to Cl ►---+ ' > E� � o A .pmt� A ..r h rr ►�.1 C h� c Wool.!" I C Z C > CIO - Ir "— Z rr� CDL.Li Z ■ . . Q o L� a- Z u_j � Q t¢— Z O i--- U W Y _.M U_ Q (Y w © 0 O O Z o � Y Y' k O Q- n- b�0 '-w > p Z W J Q Z ---� �t 0 X Cr 0~ Z O '. 0 U L 0 Z 0 Q Cr V) C� O x W W F-- C1') 0 Z 1998 ML _S, OL:VER k WEBB, INC. Pi 6r-003 10C TLIK jX14 TO 9:47 am n P sg6 - P 200 1 i r - c a GENERAL NOTES: o re) ' DEVELOPER cQ4 I T 1. CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND / UTILITIES PRIOR TO CONSTRUCTION. ALL COSTS ASSOCIATED WITH OWNER - FREDERICK COUNTY SCHOOL BOARD Q` RELOCAT FH-` - r. nM SEE SHE C2 REPAIR OF DAMAGED UTILITIES SHALL BE THE RESPONSIBILITY OF SUPERINTENDENT OF SCHOOLS ^, Z /r THE CONTRACTOR. 1415 AMHERST STREET o A IO \ REMOVE 0 OF �,- d,W 2. UTILITIES SHOWN ON THIS PLAN REPRESENT UTILITY LOCATION AS WINCHESTER, VA 22601 I� _ - stoEwAl_iF - - - - - - - - EXST CON `oWALK �, DETERMINED FORM A FIELD SURVEY AND MAY NOT REPRESENT ALL UNDER- 40) 662- 3888 �► m - - - - - - - - - - - - - - -` colic ©+� ' ' `ti A0 GROUND UTILITIES WITHIN THE CONSTRUCTON LIMITS. (5 ) °� z �! _. u- WSP* ,�; :M , MAGISTERIAL DISTRICT - OPEQUON Q W ~ •° �`�.�Ir F °\ 3. BOUNDARY AND TOPOGRAPHICAL INFORMATION SUPPLIED BY MARSH & Z 0. diW �" �4Po `�k\`..��`• '4 _' LEGGE LAND SURVEYORS. WINCHESTER, VIRGINIA. ZONING -RURAL AREAS (RA) 0 jp� �4Q� 4. ALL CONSTRUCTION SHALL BE IN CONFORMANCE WITH THE VIRGINIA 15.0 - ACRES Y SIx RELOCATE EXST WSP, SEEc _\, s• c� w SH 2 FOR LOCATION fi'��ys o� \` ��T t _ _ DEPARTMENT OF TRANSPORTATION STANDARDS AND SPECIFICATIONS, w IW w A \\ WATER ` d w - GRATE 04� GRATE 739.49 � � LATEST EDITION. a!0zaUwREMOVE EXST ivffTER VAULT ; > IiVV.=7} # r 3 INV.=73&.69 ) 5�LZ 03 CONC. WALK •� z/­ 6.5. CONTOUR INTERVAL = 2'. REMOVE EXST GRAY. Qc 9p{ w ¢ w z J 1pMIV.=736 49 c>v � WALK �c WOOD FORMS �c� LOCATIONS AND DEPTHS OF EXISTING UTILITIES ON SITE AND ADJACENT °" Q REMOVE EXST PLANTS TO THE SITE ARE APPROXIMATE ONLY. CONTRACTOR IS RESPONSIBLE FOR AND W000 FORMS CONTACTING LOCAL UTILITY COMPANIES FOR VERIFICAITON OF UTILITY �Qlq z LOCATIONS. . pARK0, �� APPROVED BY gv cnn 7. GRADE ALL AREAS IN THE VICINITY OF STORM INLETS TO PROVIDE POSITIVE ZONING ADMINISTRATOR w D ' DRAINAGE TO THE INLET. '� \ • Q I > ' ' �- 8. PROVIDE POSITIVE DRAINAGE AWAY FROM ALL BUILDINGS. REMOVE EXST TREES - 1 i t • REMOVE EXST SHRUBS �O NV.'-i4 6� x 9. REPAVE ALL EXISTING PAVED AREAS DISTURBED DURING CONSTRUCTION PER c wtt�Va7 INv (740L44) ` �' DETAILS ON THE DRAWINGS. APPROVAL SIGNAT E o CtvE STORY 33 00'f S'��`�- s 10. RESEED ALL EXISTING GRASSED AREAS DISTURBED DURING CONSTRUCTION PER g O REMOVE EXST CONC. BRICK `��-'" r.� .* -INV. 740.93)) SPECIFICATIONS. �,G _--'�-PAD, GRAV. WALK, E�ENENT�RY SCHOOL 5•ir,'REMOVE 33.00' OF �!►",may~ DATE OF AP ROYAL I & WOOD FORMS � EXST CONC. WALK 11. PRIOR TO REMOVAL OF ASHPALT SURFACE COURSE, CONTRACTOR SHALL DOCUMENT BUILDING REMOVE EXST --1 THE DIMENSIONS AND LAYOUT OF THE EXISTING BASKETBALL COURT STRIPPING F.F.E.=743.n0 CONC. WALKS �� Q� -REMOVE EXST SHRUBS ` �d�W AND THE EXACT LOCATIONS AND HEIGHT OF EXISTING BASKETBALL GOALS. CONTRACTOR * THIS SITE PLAN SHALL BE VALID FOR A PERIOD REMOVE EXST TREE sr� �_� SHALL REPAINT THE NEW ASPHALT SURFACE COURSE ACCORDING TO THE EXACT OF FIVE (5) YEARS FROM DATE OF APPROVAL. e DIMENSIONS OF THE COURT STRIPPING PRIORTO REMOVAL, AND SHALL RESET THE sgy BASKETBALL GOALS AT THEIR PREVIOUS HEIGHT ABOVE THE FlMSHED ASPHALT cz - SURFACE AND AT THEIR PREVIOUS LOCATIONS AS INDICATED ON THE PLANS. REMOVE EXST TREES ', TOTAL BLDG. AREA = 70,704 SQ. FT. 12. CONTRACTOR SHALL TAKE ALL PRECAUTIONS NECESSARY TO PROTECT AND ADDITION AREA = 11,142 SQ.FT. PRESERVE ANY TREES NOT INDICATED TO BE REMOVED. THIS INCLUDES BUT IS NOT LIMITED TO PROTECTION OF BRANCHES, TRUNKS, AND ROOTS. 1 HEIGHT OF ALL ADD 1 TI ON S = 16 8 REMOVE EXST CONC. WALKS ! 1 c, o CQ PLAYGROUND EQUIPMENT,� \ Or D# TOP= 740.46 y dlW [i------�, . _ ��'fi v U •� INV.-736.56 ; j tf� INV.=736.58 _ Tom. RE'COCATE EXST WSP'S �� ��' SEE SH 02 FOR LOCATION REMOVE EXST TREES �,' 3.4 ,'`� - WATER LINE E ;..� a - RELOCATE PLAY EQUIP . i � / � � ,G AND W000 FORMS, SEE �,' ,` �/ F c� PARKING SPACE CALCULATIONS. "k. �( RELOCATE PLAY EQUIP 9 �H C2 FOR LOCATION ,WSp �AND WOOD FORMS, SEE-7 oa , / - - l - - \ `� SH C2 FOR LOCATION%', qti y�,.. / ��.�, INDEPENDENT CLAMPING 03\� TOTAL N0. STUDENTS 775 © o "I�``sl• ` PARKING REQUIRED 194 REQUIRED 4 PARKING PROVIDED 94 (EXISTING) SEE NOTE 11 THIS SHEET. f}���4 F.'j'� 1 \� PLAN I CONTRACTOR SHALL REMO STORE, << ���c,°J \'�` \`,,� y v � NOTE: APPROVED LOCK JOINT SYSTEMS PROTECT & REINSTALL A ETBALL ts;� y co BY ZONING -ORDINANCE, PARKING REQUIRED IS 25% GOALS. SEE NOTE 11, IS HEET. ` *�v,' �,' F� OF STUDENTS PLUS SEATING IN AUDITORIUM OR 5 Y4" PUMPER APPLY ADDITIONAL MAY BE USED IN LIEU OF RODS 1 ����,,,.; PAINT COAT AFTER AND CLAMPS GYMNASIUM (SCHOOL HAS NIETHER) OUTLET FACING ' a T4P= 742.52 4 , FIRE LANE INSTALLATION INV.-735.79 �`� `c� REMOVE ASPHALT � � \ �,' WV.-735.54 / �� Q, \ SURFACE COURSE +NV.=73�.7s f ��� RELOCATE EXST / DISCREPENCY BETWEEN REQUIRED PARKING AND R ON VDOT R\W, RECESS VALVE BASE COURSE TO , O �o' 00 Q 'BASE) MP SEE SH C2 / �, PARKING PROVIDED ADDRESSED BY LETTER TO BOX TOP 4 MINIMUM; OTHER - MAIN) TATION / ti{�' I ? WISE SET AT EXISTING OR PROPOSED - PLANNING DEPARTMENT FROM FREDERICK COUNTY z ,� FINISH GRADE PUBLIC SCHOOLS. _ > p�ND/ REMOVE EXST GRAV. WALK & WOOD FORMSco PROVIDE EXTENSION IF z K � d � NEEDED TO MEET FIELD INSTALL GATE VALVE --_�_l _^ E ar CONDITIONS Z / OUTSIDE OF PAVEMENT o / / �s ti ^' IF POSSIBLE W =� Z Ri�1=741.9 % _ 8� 4000 psi CONC. REINF. WITHt- 6x6 W1.4xW1.4 WWF, OR W Q w y z FIBROUS REINFORCING -, 734.42 � � � ..J O \\ C`` `/ v4 R SEE PLAN FOR WIDTH WATER LINE C� i coo?PN (f P 35g x } (1ui •- SLOPE TO DRAIN Y4 T '? Z T M I TI ON PLAN %\/�\//\�� a °G `°/� o o o Sl E D E OL \� \ , J w Ile \\\\\\\ J c� \1//�i/�/�\\�\\\/ 0.5 YD CLEAN STONE USE TIE RODS (3/4) FOR \\j\r��\i�f �'��/i\�j/��!/��i�\ FOR DRAINAGE VDOT N0. ANCHORAGE (GALVANIZED OR wn 68 USE CONCRETE BEARING RUST PROOF TREATED) uj 4" CRUSHED STONE COMPACTED SUBGRADE PAD WITH PVC DR AC PIPE SECTION CONCRETE SIDEWALK- FIRE HYDRANT INSTALLATION- o , NO SCALE 2 NO SCALE .✓ 7 rn Z 20_'--0- �R- -- DIRECTION OF FLOW ----------------- -- 2" VDOT TYPE SM--2A ASPHALT i t SILT FENCE DROP INLET G TOP COURSE MATERIAL _ 0 PROTECTION 1. SET POSTS AND EXCAVATE A 4"X4" 2. STAPLE WIRE FENCING TO A t ~i ~ ? ____ 3 MAX SEEDED SEE I TRENCH UPSLOPE ALONG THE LINE THE POSTS. fi�, VDOT TYPE 21-A AGGREGATE �_ f X 4' WOOD FRAME DROP INLE- OF POSTS. o, ,o o TOPSOIL TABLE -d b WITH GRATEac1oo�oo �� SUBBASE MATERIAL / �, OC BELOW \\/\\�\\' \\�\\/\\/\\\/\ - 8" LOOSE MATERIAL 1.5' MAX. I - FRAME '4 //\//\'/ `/\//\// // // // // // // / � i _ � l ��\\/\\/\\/\\/\\/\\ COMPACTED SUBGRADE A \//\/�\//\f/\1/, /\x\/\/\IK/�\/�\�\�:\I�\��\, TYPE 21A 2�-Ott 2�-QI, - I-' LEANOUT ADAPTER &THREADED PLUG 8' MIN. I �\ \,i\,�\;�\,\ . \,�\,�\,�\ \,\,. -•-- ---- COMPACTED SUBGRADE yj Y. , 4" fi ASPHALT PLAYGROUND -� I I ExCESS I FIRE LANE - TYP SECTION- -FOR CLEANOUT PLUGS IN CONCRETEAT CORNERSTYP PAVEMENT SECTIONz 3. ATTACH THE FILTER FABRIC TO 4. BACKFILL AND COMPACT THE NO SCALE OR ASPHALT, SEE SPECIFICATIONS THE WIRE FENCE AND EXTEND IT EXCAVATED SOIL. NO SCALE Q PERSPECTIVE VIEWS INTO THE TRENCH. GRADE SURFACE P CLEANOUT ADAPTER AWAY FROM CLEANOUT Cl.. & THREADED PLUG I - SM-2A ASPHALT PATCH, Z I sTArcE I y �' I I !`` TWICE THICKNESS OF GROUND SURFACE - < f-�'r• 45 BEND O i III " / EXISTING PAVEMENT COMPACTED VDOT 1 _ Q SEE PLAN FOR WIDTH 12 SECTION (2" MIN.) # 0 ' - /\ \\ /-STONE FABRIC- / MIN. TACK COAT / \ \ \ W _ _ ;�%• � ;��,= ;_. � � � /i /% /%• \\ \\ \\ \ � SUPPORT RISER � EXIST PAV'T \ \ \ % // // 18 ID ~�-i-' _ Y MIN i; \/� \\/\\ t '%e� .\ I- �t II{I EXTENSION OF FABRIC AND \/\\/\\/�\ Vc //\/�//\%// 45' BEND C) WIRE INTO THE TRENCH. o //\//\;� ti \/\ Z 1 ELEVATION OF STAKE AND ° o o o00 \ / s" COMPACTED VDOT 10 TYPE 3 CLEANOUT 4 FABRIC ORIENTATION DETAIL A M a o�� �� SAW CUT \i\\ ^ �\/ STONE OR SAND AT TOP W FILTER FABRIC -- µIN. �� d _ PAVEMENT EDGE \ "OF BACKFILL IN TRENCH E O R BENDS GREATER THAN 4 5 ` �`• __.. EJ - T�L WO 1/2 (#4) STEEL RODS 12 TO (� C PRIME COAT 18" LONG RODS NOT REQ'D IF IRON CLEANOUT MESPECIFIC APPLICATION �� ° --COMPACTED GRAVEL BASE OR STEEL PLUG IS USED) 0 WYE 45' BEND 22 1 2' BEND 11 1 4' BEND ADAPT \ \ ARE THIS METHOD of nvi.�rt PROTECTION Is APPLICABLE WHERE THE BEND 56 1/4' 1 2 0 1 1 ,/, INLET DRAINS A RlUTIMY FLAT AREA (SLOPE NO GREATER , \/ G THAN 5%) WHERE THZ INLET SHEET OR OVERLAND FLOWS (NOT i�\//\�/\ //\'/\//�//EXTENSIONSBURIED CLEANOUT , P LU s7 ,,2• 1 2 1 0 1 EXCEEDING 1 C.F.S.) ARE TYPICAL THE METHOD SHALL NOT ; `i�`�/ /,,,�\�\\\ PAVEMENT .� APPLY TO lNI= RECEIVING CONCENTRATED FLOWS, SUCH AS \ .\/ FOR USE WITH ALL CLEANOUTS IN 78 3/4 1 2 1 1 1 IN STRUT OR HIGHWAY MnUNS. NO SCALE i YARDS OR AS SPECIFIED ON PLANS 90' 1 3 0 0 1 CONSTRUCTION OF A SILT FENCE S}[lRM: N.C. Irosiou uA Sodinm , Control PIminim mW Dula Manual. I9N6 'PLATE 3.07-1 FITTINGS REQUIRED F 0 R EACH TYPE 3 CLEANOUT 1 Q 1988 MLLS. OL.VER k WEBS, INC. 97ui4`0G1 1=2.00 TMK FN 03 F:22 yn \ MIk7VT FWW 1 l P.I.N. 91 — A— 78A 15.0012 ACRES DB 510 — P 160 DB 656 — P 85 �t \ U1 \ Z W d>t x\ VIA \ x, o \ 1 r 1 rp \ t \ \ X x t0 c0 N1\. x 55 F Zgtti- 23 .£ o PLAYGROUND EOUIPMENT' USE: EDUCATION 1 ZONE: RA PIN: 84-A-100 845.95' 23.20'�T 89.10'Z,\ RELOCATED MP ,J RELOCATED PLAY EQUIP R ALLE BA ETBALL 0 GOALS (AN HORED RIOR TO`� REMOVAL. SEE NOTE 11, SHEET Cl. SEE NOTE 11 SHEET Cl 303 COMMONWEALTH OF VIRGINIA STATE BOARD OF COMMUNITY COLLEGES (LORD FAIRFAX COMMUNITY COLLEGE) N 27*14'18" W 0 0 \ m o 'Ilk 4 -__--BEGIN NE`+V WALK AT EXST —ALK EDGE 6 �o NEW CONq WALKdtw �w `s E1 z, t > eo PAR wo SOT ; diw 4SHOWN--- . ALL PAVEMENT y `y 3 FADED & DASHED IS ' 1 APPROXIMATE FILSURVEY tt , t O 29.65' 03. 0 4• I \\ 1 s qv DL �`. \! NEW CO WALK, ! jQ 24.30' 1 O .4® K.t \ \ d9l o PI.AYGR�ND \ 0 E�ytiPMEN \ \ \ ` \ 3.01 dvv I SocGP.R GpP1- dw 722.06' ��FFSE �. 1. k` .£ 13dSM dSN \ 'O o �; USE: UNKNOWN ZONE: RA s C PIN: 94-A-78 tb O, ® MLP � hILPO" EXST DETENTION FApUTY R82.30' b EXTEND P VEMENT. NOTES THIS SHEET: 1. ALL DIMENSIONS TO THE BUILDING REFER TO THE FACE OF THE BUILDING. 2. ALL DIMENSIONS TO THE CURB OR CURB AND GUTTER REFER TO THE FACE OF THE CURB. EXISTING LEGEND NEW ® STORM SEWER MANHOLE N/A --18• _ STORM SEWER 6D SD CURB INLET N/A DROP INLET N/A EX SAN SEWER SANITARY SEWER ----"''� COO CLEANOUT co r EX. 8"WM WATER LINE WATER N/A WATER VALVE N/A Q FH FIRE HYDRANT F,H _ - _ _ _ _ _ - _ CONCRETE SIDEWALK CURB N/A CURB AND GUTTER N/A — - - -y �02 CONTOUR 702 — " -----___ FENCE 1( METAL LIGHT POLE MF' METAL POST me -WP WOOD POST c'WP a 4*/0 WOOD POWER POLE c 0p ° 4'SA WOOD SIGN POST 1%Sp TREE N/A EX. SPOT ELEVATION 699.00 'wn WOODS LINE N/A \ \ / CA D S INDIIla t \ 33.00' ®4•Qa 1 1 \ •� ® \ _ 3.00' -- EDGE OF PAVEMENT I � ASPHALT SURFACE EDGE OF PMUENT o � o I OAF z .� jo o •i L r • { i t up i jO 60.00' �• S 27 09 41 E OFFSET � —— T 137.00 --- ,£ TO ROUTE 11..E j z 0 - - ------= MUSTANG LANE 60' 0) NON ---EXCLUSIVE SITE DIMENSIONAL PLAN �- (AU1 DBG6560F PA88 30' ql MIDDLETOWN REAL ESTATE GENERAL PARTNERSHIP USE: UNKNOWN ZONE: RA PIN: 84—A-78 S 27'09'41" E I I i ._.— CURVE TABLE NUMBER DELTA ANGLE IDEGREE OF CURVE (ARC) CHORD DIRECTION TANGENT RADIUS ARC LENGTH Cl 44*17'16" 69'38'15" S 31'05'10" W 133.48 82.28 63.60 C2 80'46'24" 219*03'53" N 79'36'40" w 199.25 26.15 36.87 c mLLJ W �u ® r7 tss 0 a �a iw �a z � G 4 O •� O wl U C9 •� C� W C3 � �ai�w Gi G LLJ I W Z W W q y W a<�aa s . 4 bU CQ ►..—, .[ cli o Q ^., c:d N � tv pm" C� a G'CS � o cQ •� A � rn q Cat CL? Zbe a � eh 0 C\lMw .__j Q C Z U V� LO 0-01 I Q �t- ~ z zo 0 z Boa U L Q 5 LLJ Q Q Z O 1— U J 0 U w W © M LAJ L..Af../. {f, � 0 ') z .� > cd a O r- J Y! Y� i O m Cl O o C� Ci U d ® 1998 MI.L$, 01, kR & K%, .NC. 9716CO02 1=1.0C 'W F8 03 8:50 om.. C2 1 yz V C£ L' P'LPYGRkww aUtp�E ti41- 6y O JAl 1; raWSF ,J ; �o , l 1 + SF r � ' r + , X r , ( I J r ; 1 I + x` x , PLA7ourr� 'l �33.55 EOUiPMENT��', ' x 732.10 PuAYGpt0 � Nt Eou x, �cR0� o p E ll-NZ it NO PROJECTIONABOVE •• OF FILL TOP � II I GROUND GROUND UNE-_- GROU14D LINE �` . „•,., a , .erg.*.. � 1� 11+V � «., -! • •. • • I / EARTH -R" OR EART+i 10 DING �/�%���f/� .. 4- BEDDINGfilf/%/dd.�jMATERIAL.T IMAL r�I►ri•@.q►�� a�` , „ .: , PER.. .. .Y. OF THE PIPE. H OF IN NOWAL EARTH • •' . DIMENSION. . . THE TOPSOFT. YIELDINGiOR MAY BE DER ENTRANCE PIPE • a i► . OTHERWISE MATERIAL. �ELIMINAr LESS THAN d-3f," ' SHOWNCULVERTS HEIGHIT OF • FROM OF DRAINAGE CULVERTS YMERE d-36* AND • s FINISHED GRADE. @M BEDDWG MATERIAL 114 ACCORDANCE NTH SECTION 302-02 OF THE ROAD AND BRIDGE SPEWCATIONS. MET�= *A* PIPE BEDDING SHALL BE USED AS FOLLOWS UNLESS OTHERNSE NOTED ON PLAN& BACKFILL MATERIAL :N ACCORIDA14CE WITH SECTION 302.07 OF THE ROAD AND BRIDGE SPECIFICATIONS. RAW 11y S UP TO 30' (NO PROXCTION OF PFE ABOVE EMBANKMENT •• • UP TO 30' (PIPE PROJECTION ABOVE GROUND UNE.) BEDDING REQUIREMENTS DETAR-M LINDER METHOU A, Pf?OJECT" CONDITION, ARE APPUCABLE TO METHODF[LLS 81 . 82. PIPE NO SCALE )ING DETAIL - VDOT STANDARD PB-1- FIRE LANE (dCM 742.75 '- . _-- N \ C)dlYl �� G oI \ > S �� .�0 \ 9C � \ U I� b••i � \ � ASPHALT PARKING LOT I � j. `•; % J Cf Cn" ` Z s INV 0 CO = 740 9 SEE OTE 1, THIS SHEET 2" SANITARY SE 0 3" 1 INV = 41.00 � _ - - _j ONE STORY INV = 740.75 - - - } - - RIC ELEMEN A RYK KSCHOOL INV 741.00 - - BUILDING $ ,� j o 1 F.F.E.=743.00 742.90 ' ,•��' 1 e� -IN -' 739.40 j je FLAGPOLEdin a INN ` r� 10 \ S - tt"r INV 737.55 ,�. „f0 95'�sr >`• :tNV:.: 39.25 1\ t ............ , t PS ,r o 10 .9 `� t STO tt Al,' tt � .f E3 t t pdiYV a N 742.85 > tt ' !! r 42jo '/ r� / It .. 1 SF J 0 't _ 1 ENV - 735.90 O 0 M 1S C3 El y- ------------------ - ---- -- --------- - = - ----- -� 730 732 \ d�W .. "E Q 734 tl 736 r • ,� 738 ® 4"❑ �/ ` \ I �' dA "F � � di1V Z3 : ' 0 MLP ^ � 4"e �- E OF PAVEMENT Spt fGE"R � \ EDGE ca GOAD } ASPHALT SURFACE_ t dlY SITE GRADIN. )RAINA( NQTE$ ,THIS SHEET: 1. CONTRACTOR SHALL RAISE THE EXISTING MANHOLE FRAME AND COVER TO BE SET FLUSH WITH THE FINISHED SIDEWALK( SURFACE. M Al Al AI N At AI S , jp . I F �� N 1 12 -- COMPACTED BACKFILL INITIAL BACKFILL SEE SECTION 523.03 X/ f)T SPECS Yz O.D. AGGREGATE #57 OR #58 BEDDING TYPE 2 EROSIQN CONTROL. NOTES: 1. UNLESS OTHERWISE NOTED, ALL EROSION AND SEDIMENTATION CONTROL PRACTICES SHALL BE IN ACCORDANCE WITH THE VIRGINIA EROSION AND SEDIMENTATION CONTROL HANDBO01(, LATEST EDITION. 2. ALL EROSION AND SEDIMENT CONTROL%TRAPPING MEASURES ARE TO BE PLACED AND FULLY FUNCTIONAL PRIOR TO OR AS THE FIRST STEP IN CLEARING OR GRADING. 3. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON THE SITE AT ALL TIMES. 4, CONTRACTOR IS RESPONSIBLE FOR COMPLIANCE WITH ALL STATE EROSION CONTROL LAWS AND REGULATIONS WHERE APPLICABLE TO OFFSITE DISTURBED AREAS SUCH AS BORROW AREAS, FILL AREAS, etc. CONTRACTOR SHALL. PREPARE AND OBTAIN APPROVAL OF EROSION CONTROL PLANS FOR THESE AREAS. 5. CONTRACTOR SHALL INSTALL ANY ADDITIONAL EROSION CONTROL MEASURES DEEMED NECESSARY BY THE OWNERS AGENTANSPECTOR OR THE PLAN APPROVING AUTHORITY AT NO ADDITIONAL COST TO THE OWNER. 6. 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. 7. 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. 8. PERMANENT OR TEMPORARY 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. 9. SOIL STOCKPILES SHALL BE STABILIZED OR PROTECTED WITH SEDIMENT TRAPPING MEASURES 10. 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. 11. STABILIZATION MEASURES SMALL BE APPLIED TO EARTHEN STRUCTURES SUCH AS DAMS, DIKES AND DIVERSIONS IMMEDIATELY AFTER INSTALLATION. 12. 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 BE 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. 13. CONTRACTOR SHALL DEPOSIT ANY EXCESS FILL MATERIAL AND/U VEGETATION REMOVED FROM THE SITE AT AN OFFSITE LOCATION IN ACCORDANCE WITH APPLICABLE LOCAL REGULATIONS. EROSION CONTROL LEGEND SYMBOL DESCRIPTION ST'D. & SPEC. PS PERMANENT SEEDING 3.32 SF SILT FENCE 3.05 I P INLET PROTECTION 3.07 COMPACTED BACKFILL INITIAL BACKFILL SEE SECTION 523.03 VDOT SPECS V2 0, D. 4" MIN. O.D. + 24a' TYPE 3 COMPACTED BACKFILL - INITIAL BACKFILL SEE SECTION 523.03 VDOT SPECS rro - D. 4" MIN - AGGREGATE #57 OR #58 BEDDING TYPE 1 NOTES: t. WHERE THE TRENCH BOTTOM IS IN ROCK, IT SHALL BE 2, WHERE PIPE FOUNDATIONS ARE YIELDING, PIPE FOR PIPE LESS THAN 12" EXCAVATED TO A MINIMUM OF 8" BELOW THE BOTTOM SHALL BE BEDDED ON A MINIMUM OF 8" BEDDING DIA., THE TRENCH WIDTH OF THE PIPE AND BACKFILLED WITH BEDDING MATERIAL. MATERIAL. MAY BE 36" MAXIMUM WATER AND SANITARY SEWER FACILITIES UTILITY BEDDING AND PROTECTION VDOT STANDARD UB-l_ NO SCALE <I< u cl, ko N } ..fir OJ a CLS _ >� �aC\l rn Q CC9 ! dbW I• j I Q C) Z O Of _ > U cn m Z p Z ~ m U J p o WLLJ Q < H d 0 1- U LRJ �c _..J U Lit a Q w O z rn > V 1 ' Y} ! Yf 0 I �1 :! m: �- I Z � W � C� Q Z -j <t 0 CL: � ~ C�l Z .,0 0 U Z LL Z 0 Q cj:f V) 00 W (W f- cn o Z C 3 198 M4! S, 0_7VER & W88, INC.