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HomeMy WebLinkAbout040-95 Sherando High Addition - Opequon - BackfileL 'Y z zz GENERAL NOTES 1. RELOCATE EXISTING SPAULDING MODEL CEII-250 HPS AREA LIGHTING FIXTURE WITH 20 FOOT LONG, r ,flop=738.20 4 INCH SOIJARE STEEL POLE NTH BASE- PROMD€ W€W iOut782 ANCHOR BOLTS, CONCRETE BASE & GROUND ROD TO MATCH EXISTING.ln=30 01 2. UTILITIES SHOWN ON THIS PLAN REPRESENT UTILITY LOCATIONS AS DETERMINED FROM A FIELD SURVEY AND MAY NOT REPRESENT ALL UNDERGROUND UTILITIES WITHIN I °� -i•w- - - _- + , THE CONSTRUCTION LIMITS. LOCATIONS AND DEPTHS OF I Gas Meter EXISTING UTILITIES ARE APPROXIMATE ONLY. CONTRACTOR ° I Js RELOCATE SIGN SHALL BE RESPONSIBLE FOR CONTACTING LOCAL UTILITY �°s Valves COMPANIES FOR VERIFICATION OF UTILITY LOCATIONS. --, -i -g�W 3. ALL UTILITIES AND OTHER STRUCTURES DAMAGED AS A — 1 \ RESULT OF CONTRACTORS ACTIONS SHALL BE REPLACED , ' AND/OR REPAIRED TO A CONDITION EQUAL TO OR BETTER 3 Pine ---- �-------+-EXIS1� PARKING i Tree (t ) ----L� i ; t AREA Lr-HTING COSH TOATHE ROWNER. CONSTRUCTION A? NO ADDITIONAL I 3 + + REMAINI'\iALL I, URE \ ooden °o ' , \ 4 BOUNDARY AND TOPOGRAPHICAL INFORMATION SUPPLIED BY i zca Sned MARSH & LEGGE, LAND SURVEYORS, P.L.C., WINCHESTER, I f ; \ VIRGINIA. I >, i� node I I �� 5. ALL CONSTRUCTION SHALL BE IN CONFORMANCE WITH THE EXISTING FIRE HYDRANT Sn d r -r \ VIRGINIA DEPARTMENT OF TRANSPORTATION STANDARDS AND I AND BOLLARDS SHALL < I ; �- SHEDS TO BE \ I I • � W , A SPECIFICATIONS, LATEST EDITION AND THE FREDERfCK COUNTY REMAIN _ _ I I REMOVED BY OWNER SERVICE AUTHORITY SPECIFICATIONS. j ; Grote Top=739.00 I I \ \ 6. REPAVE ALL EXISTING TO REMAIN PAVED AREAS DISTURBED !Inv.=735.50 I �_6ryy I �"', \ OR DAMAGED DURING CONSTRUCTION AT NO ADDITIONAL COST 0 TO OWNER \ LL, I ck: I ; \ \ 7. RESEED ALL EXISTING GRASSED AREAS DISTURBED DURING \` I o CONSTRUCTION PER SPECIFICATIONS. \\ I I I I I \ `\� 8. DEMOLITION PAVEMENT SECTION IS EQUAL TO NEW PAVEMENT �0 ( i I 1 SECTION SHOWN ON SHEET C5. v� I 3 I I f `\ 1 I 0 \ REMOVE PINE TREES v • cr f � ( 0 I .I � 1� Drop Inlet C I + ;.. 1 I Top=739.10 0 I I i Out=731.10 `` 1\ i In=731.30 3 \\ 13 i \ \ °° \ w l REMOVE CATCH BASIN �-Satellite Dish TO BE RELOCATED / ABANDON IN PLACE ` • SEE SHEET (C3) EXIST PARKING ` AREA LIGHTING - \i FIXTURE T\ S. SWV 1 / r - EXIST PARKING REMAIN----- I `; I ci / , .1 % � ' AREA LIGHTING I Catch Basin LEGEND 1 \ o / ��Q ' E I 0.� � I Top=741.63 FIXTURE TO �+ ,� / , .c, REMAIN Catch Basin Gas Meter -4 Out=738.53 .� ��° EXIST TO BE Top=740.06 I SEE NOTE 1 " I �0 REMOVED, NEW OR OutI ln=7344o 6 _ s E NOTE 1-- ,� - i / '� RELOCATED OR RELOCATED I � � � ' �g PVC h Basin r I � I '` 741•61 13-ABANDONED EXISTING DESCRIPTION AS INDICATED = 24 "CMP e 738.51 I ' ' �.� �/, (SHOWN THIS Manhole SHEET ONLY) r / e W ,� ,1 Rim=741.61 Out=731.45 ' i ! REMOVE CONCRETE - - - - - - - -- - _ 30 _ _ - _ _ - ` In=731.57 AREA LIGHTING FIXTURE [� • SIDEWALK (TYP) ln(15' pvc)=731.85 -0 1_ -- - -- ---- - — -- 11 HC Romp _ ; /� SIGN r - REMOV PAVEMENT AS REMOVE CONCRETE REQUIR D TO CONSTRUCT CURB (TYP) REMOVE INLET NEW CURB PARALLEL WITH I EW PARKING BAYS RELOCATE FIRE HYDRANT REMOVE 10 OF CONC WALK ----END CURB REMOVAL AT BACK FIRE HYDRANT w I { AS A MINIMUM. REMOVE OF EXIST WALK AS A MINIMUM. rNails _TO NEAREST CONTROL JOINT.------ REMOVE TO NEAREST CONTROL JOINT.i -_ _ ❑ - coI — - _W�WATER VALVE �,�-- ° --`N 53'06 02 yy eREMOVE ASPHALT PAVEMENT°co3 AND BASE MATERIAL — ° - — , !- ° SANITARY SEWER CLEANOUT 968- 53' 1 1-4-78"Wf-/-/-74- - - - - - R"W - - - - WATER LINE $"W N / F N / F f1/74 1'GI7'-774 1 „G GAS LINE I "G LINA IN E. A VER C00LE Y N/F— N E F F G R A D 117471f E 71,,47174 _ __ _ c - UNDERGROUND ELECTRIC UNDERGROUND, BRANCH CIRCUIT 3,NO. 10AWG&1,NO. 12AWG UB GND, 3/4" C --24"CMP= _ = STORM DRAIN PIPE °a 1 STORM DRAIN MANHOLE O SITEPLAN - - STORM DRAIN CURB INLET I t SCALE: 1•=30' --------- - — - _ - � ❑ STORM SEWER CATCH BASIN SWV STOP & WASTE VALVE 0 -°-°--°-°-°-Q- CHAIN LINK FENCE —x x--' PROPERTY LINE ` TREE Z BENCHMARK SPOT ELEVATION x 740.38 - - - - - 74-0 - - - - CONTOUR 740 jPAVEMENT CONCRETE CURB (VDOT CG-2) CONCRETE CURB & CUTTER (VDOT CG-6) TRANSITION CURB & GUTTER SECTION TO MATCH CURB HEIGHT SIDEWALK GRAPHIC SCALE 30 D 15 30 so 120 t ar ca rn i d i c .O � tx v C rn GQ� �o �o W n � W OQ � O ^\ N a o Q~ Z �a I C.) 02 O 0 ��Z CC. Q Z d C C.,) o Z U w -� CD Q Q Z O Z Y Q U wLL L.Lri �w U) o Un z rn O 0) (z Q W � v Z1 _j 1 Z O 31 0 3 M U f-� Z Q 0— N40 c0 G LLJ M W �J a 1995 MILLS. ❑.TIFF +U38, NG. 9502CO01 1-1.00 aX OCT 05 11:53 am ( IN FEET ) 1 inch = 30 ft. c 1 w z zz 0 u i I i I I I I I I I I I I Ul I i I I zoo' A2 co o ICD c C _ 6 Iz 3 O D n Iz I m �D i I I I I 5.50' SIDEWALK MATCH EXISTING SIDEWALK WMQ.-,W I R5.00'? s . j N R 5.00' I I ! ! -� 4R W/ HANDRAIL SAWCUT PAVEMENT AT RIGHT ANGLE TO 5 09.00'=45.001'' EXISTING CURB -_- ILIGN 16 ® 9.00=144.00' 6PARALLEL------- TH EXISTING w I FAVEMENT r�� BEGIN STRIPaNG . �I o AT 'PAVtMENT ANGLE BREAK-a---4--1-- �712011 � « 2R c 2 i E R i 2R 10.00 PAVEMENT ~1n CLEAN EXISTING ` 2R z ` 2R ... PAVEMENT AND ►1 24" Oak Tree APPLY STRIPING 2R Elev.=743.93 6 00' SIDEWALK 1 2R 6.00' SI EWALK ZR r 3R - 1 X -- x j r ---- x ---._. x 1 2R i ,fi' GATE -- - �- x x x b � ; -- 11' DOUBLE SWING GATE 6' GATE 280 L.F. CHAIN LINK FENCE, 4' HGT 3 I CONSTRUCT PARALLEL WITH BUILDING ADDITION �= I oCo I �1 �IZ 0 J� I I � I N/F A W E A V E R • - 5.00' DEWALK 1 °D 2 -_ _ _ __ _ 00 50' BUILDING SETBACK ��►' """ --- ice..... 40.00 --- •► TRANSITION NEW CURB TO MATCH EXIST CURB (nP•) N 53,---�,.,._ ' O - 1 968-53* 1 � N/F C 0 0 L N/F- A D Y. 1 1 SITE PLAN - SCALE: 1 "= 30' A RECREATIONAL FACILITIES A 2 ADJACENT PROPERTY OWNERS R1 PRACTICE FIELD GA LINAWEAVER PROPERTY �F HUGHES PROPERTY DB 382, PG 163 DB 669 PG 747 R2 PRACTICE FIELD/BASEBALL RESIDENTIAL VACANT ZONED RA ZONED RA R3 PRACTICE FIELD PROPERTY ID# 86-A-68 PROPERTY ID# 86-A-69 R4 DISCUS B) COOLEY PROPERTY OG COUNTY OF FREDERICK PROPERTY DB 274, PG 343 DB 440, PG 421 R5 SHOT PUT RESIDENTIAL ZONED RA ZONED RA PUBLIC PARK R6 TRACK, FOOTBALL, & SOCCER PROPERTY ID# 86-A-67 PROPERTY ID# 86-A-143 R7 TENNIS GRADY PROPERTY OH FINK PROPERTY DB 697, PG 580 DB 609, PG 567 R8 BASKETBALL RESIDENTIAL RESIDENTIAL ZONED RA ZONED RA PROPERTY ID# 86-A-65 PROPERTY ID# 86-4-6 OD FRYE PROPERTY O BRADDOCK PARTNERSHIP PROPERTY DB 425, PG 442 DB 664, PG 285 RESIDENTIAL RESIDENTIAL ZONED RA ZONED RA PROPERTY ID# 86-A-64 PROPERTY ID# 86-4-5 E� FRYE PROPERTY) MUSSER PROPERTY DB 448, PG 671 DB 426, PG 721 RESIDENTIAL RESIDENTIAL ZONED RA ZONED RA PROPERTY ID# 86-A-64A PROPERTY ID# 86-4-4 3NAL SITE PLAN 30 r-VAT- L 0 GRIMM PROPERTY DB 542, PG 823 RESIDENTIAL ZONED RA PROPERTY ID# 86-A-117A OL 80' RIGHT-OF-WAY om FRUIT LIMITED PARTERNSHIP BD 731 PG 136 COMMERCIAL ZONED B-2 PROPERTY ID# 86-A-80 NQ CONNER PROPERTY DB 179, PG 527 PASTURE ZONED RA PROPERTY ID# 86-A-79 �0 WYMER PROPERTY DB 658, PG 405 PASTURE ZONED RA PROPERTY ID# 86-A-70 P CONNER PROPERTY DB 454, PG 302 RESIDENTAIL ZONED RA PROPERTY ID# 86-A-79 GRAPHIC SCALE 15 30 60 DIMENSIONAL NOTES 1. DIMENSIONS IN PARKING AREAS ARE TO FACE OF CURB UNLESS OTHER WISE INDICATED. SIDEWALKS ARE DIMENSIONED TO BACK OF CURB. DIMENSIONS TO BUILDINGS REFER TO THE FACE OF THE BUILDING. 2. RADII IN PAVEMENT AND CURBING ARE 5.00' (TO TOP, FACE OF CURB) UNLESS OTHERWISE INDICATED. 3. PARKING SPACES ARE 9'x2O' AND ARE SEPARATED BY 4"-WIDE PAINTED LINES UNLESS NOTED OTHERWISE. 4. SEE ARCHITECTURAL SHEETS FOR EXACT BUILDING DIMENSIONS. VERIFY BUILDING DIMENSIONS PRIOR TO BEGINNING CONSTRUCTION OF FOOTINGS. 5. PROVIDE ONE HANDICAP PARKING SIGN ON NORTH SIDE OF EXISTING CONCRETE WALK AT HANDICAP PARKING SPACE SHOWN. SIGN SHALL BE METAL MOUNTED ON 4"x4" PRESSURE TREATED POST, BOTTOM OF SIGN TO BE 4'-0" ABOVE GROUND. LETTERS ON SIGN SHALL HAVE A WIDTH -TO - HEIGHT RATIO BETWEEN 3:5 AND 1:1 AND A STROKE -WIDTH - TO -HEIGHT RATIO BETWEEN 1:5 AND 1:10. LETTERS TO CONTRAST WITH BACKGROUND (BLUE LETTERS ON A WHITE BACKGROUND OR WHITE LETTERS ON A BLUE BACKGROUND). A26. LOCATION: OPEQUAN MAGESTERIAL DISTRICT, FREDERICK COUNTY, VIRGINIA SITE AREA: 40.00 ACRES ZONING RA -RURAL AREA USE: 1250 STUDENT PUBLIC HIGH SCHOOL PROPERTY (86-A-117) IDENTIFICATION NUMBER: OWNER/ FREDERICK COUNTY PUBLIC SCHOOLS DEVELOPER: R. THOMAS MALCOLM, DIVISION SUPERINTENDENT 1415 AMHERST STREET P.O. BOX 3508 WINCHESTER, VIRGINIA 22601 (540) 662-3888 ARCHITECT MILLS, OLIVER, AND WEBB, INC /ENGINEER: PHIL PAPPAS, PROJECT MANAGER DRIV E E COUNTRY RY CLUB D 20 SOU 0 PLAZA ONE, BUILDING E BLACKSBURG, VA 24060 (504) 552-2151 ZL 7. PARKING REQUIRED: 313 SPACES INCLUDING 8 HCPD PARKING PROVIDED: (1 SPACE PER 4 STUDENTS x 1250 STUDENTS) 161 STAFF 484 STUDENT 11 VISITOR 22 HCPD 8 BUS 686 TOTAL A28. THE FREDERICK COUNTY BOARD OF ZONING APPEALS APPROVED A 7 FEET SIDE YARD VARIANCE FOR THE SHERANDO HIGH SCHOOL ADDITION ON NOVEMBER 21, 1995 AS EVIDENCED BY BZA CASE #023-95. cd 0 � �o OvL S 39'27'28 W 38.24' S 30'41 ' 02" W 100.00' 120 0 S 58*33' 27" E 373.93' 3 s C- �J p 0 MIM U) N 54'51'25" W 316.49' EXISTING BUILDING NEW ADDITION r — — 3 � & JOA CC l ^I C I I R1 J 51'06101" W S 39'27'28" W 2 84 45' 38.24' O ti 0 58'33' 2 E S 5819' 2fi" E 164.71' 461.52' 00 �loo R8 lul I R7 N 3 R6 o I :- __ ui oo Gn MR S_53'O6'0_2" E 68.53' D Q Ui u) I r' r o� a z z z Cn . m ® ,_ a O Z ui ` .w. y as tC�r o w a' w C �I a r • � m �— ) - DM o _w � E CID z CQ v F 0 0 Q cn (D I C> CJ co Cn � t— V W f ^ V 0 O CD W Cn &-o r-- i z _•J z I -(Z�I 4! 1 i � z O U) z W rrr - — 9502C0021-1.00 Ok+? NOV 22 (INS') 1 inch = 30 ft. A A EXISTING SITE BOUNDARY SCALE: 1" = 500' C2 u..s. vu .c.•� c Sao, �nW. 9502COOJ 1=t.Of1 lDt OCT 18 4:11 pm 741 At i 1 OA REPLACE CURB INLET WITH NEW MANHOLE TOP=742.00 INV. IN=733.06 24") INV, IN=734.50 6"-SEE SH P1) INV. IN=733.80 15") INV. OUT=732.9 (30") I �g VDOT STD DI-38 L=6' TOP=739.39 (SEE MANHOLE ACCESS PANEL DETAIL SH C5) i 7-) Grate Top=739.00 INV. IN=734.20 I 11' Inv.=735.50 INV. OUT=734.10 Sri Cn cV � c I Catch Basin Top= 740.06 out=734.06 NEW ln=734.16 � � __ - - -. _ A i PROVIDE TREE j PROTECTION OVDOT STD DI-1 TOP = 739.65 INV. OUT= 736.00 OCONSTRUCT NEW MANHOLE CENTERED ON NEW WALK AND OVER EXISTING LINE TOP=741.10 (FLUSH WITH NEW CONC WALK) FLOW LINE INVERT=732.00 INV. IN=732.03 (30") OCONSTRUCT NEW MANHOLE CENTERED ON NEW WALK TOP=741.85 (FLUSH WITH NEW CONC WALK INV. IN=738.85 (3 - 4" PIPE CONTRACTOR SHALL FIELD VER F INV. OUT=738.18 Top=738.20 Y Out=729.82 ' r In=730.01 '1 X I f � M ❑ I r r J_ I 1 r ❑ � r r rr LDrop T SHALL MATCH "'ROP INLET TOP .. • rPAVEMENT SHALL ,MATCH EXITING I SIDEWALKk. ` 1010IP - VDOT STD CG-12 >� -------------- manhole Rim=741.61 )ut=731.45 n=731.57 n(15" pvc)=731.85 0000 i w l / 6ps", 2. 0 BENCHMARK___- ❑ , 43.8 - - 1: 3 Nails In " N 53'06'02" W -= a - ' n 120 LF-15 RCP -° ❑ - z 44.9 42 _ 14 yak Tree - - s 76' 20 LF-15" STORM DRAIN PIPE 6.0 43.9 rlev.=743.93 CL. III ®1.50� _�- I �` ALIGN WITH CENTER OF DITCH 47.1 � 44 4.9 968.5- 3'r--�----- 7 4 \\\---NEW PAVEMENT 47.1 i i ---- MATCH EXISTING GRADE -- -- -- ' L I N A W E A V C O O E N '` I I3 ER Y tiE�r N/F I �11 � 1 SAD Y N � ' rn U) c� v 1 I �Co V- l SITE PLAN - SCALE: 1 "= 30' I 1 i PAVEMENT SHALL MATCH EXISTING GRADE 1. SET POSTS AND EXCAVATE A 4"X4" 2. STAPLE WIRE TRENCH UPSLOPE ALONG THE LINE THE POSTS. OF POSTS. J 3. ATTACH THE FILTER FABRIC TO THE WIRE FENCE AND EXTEND IT INTO THE TRENCH. FILTER FAE 5 NG TO 4. BACKFILL AND COMPACT THE EXCAVATED SOIL. EXTENSION OF FABRIC AND WIRE INTO THE TRENCH. CONSTRUCTION OF A SILT FENCE NO SCALE NOTE: STRAW BALES MAY BE USED IN LIEU OF FABRIC AROUND CATCH BASINS. BALES SHALL BE IMBEDDED 4" INTO GROUND AND SECURELY STAKED IN PLACE. THIS METHOD IS APPLICABLE WHERE THE INLET DRAINS AN AREA WITH SLOPES LESS THAN 5% AND SHEET OR OVERLAND FLOWS ARE LESS THAN 0.5 CFS (TYP). THE METHOD DOES NOT APPLY TO AREAS RECEIVING CONCENTRATED FLOWS, SUCH AS IN A STREET OR HIGHWAY MEDIAN. A A 1 "x2" WOOD POSTS 3' LONG CATCH BASIN 01101 AD nD CABRIC P'ABRIC ) GROUND SECTION A -A CATCH BASIN PROTECTION (BP) NO SCALE 0 o 00 p GRAVEL FILTER 12„ WIRE MESH RUNOFF WATER FILTERED WATER _ -I i 1 1i SEDIMENT III III �12 CONCRETE GUTTER J I CURB INLET SPECIFIC APPLICATION THIS METHOD OF INLET PROTECTION IS APPLICABLE AT CURB INLETS WHERE PONDING IN FRONT OF THE STRUCTURE IS NOT LIKELY TO CAUSE INCONVENIENCE OR DAMAGE TO ADJACENT STRUCTURES AND UNPROTECTED AREAS, GRAVEL CURB INLET SEDIMENT -FILTER GRADING AND STORM DRAINAGE NOTES 1. RAISE OR LOWER MANHOLE TOPS AND VALVE BOX COVERS AS NECESSARY TO PLACE TORS ARID COVERS FLUSH NTH €TRIAL GRADE, 2. COORDINATE WORK WITH SCHOOL PERSONNEL TO MINIMIZE INTERFERENCE WITH SCHOOL ACTIVITIES. 3. REFER TO PLUMBING PLAN, SHEET P1, FOR ALL UTILITY WORK IN BUILDING FOOTPRINT AREA AND UNDER FLOOR SLAB. 4. ALL NEW CONCRETE WALKS AND CURB & GUTTER SHALL MEET FLUSH WITH EXISTING CONCRETE. 5. THIS PLAN REPRESENTS SITE CONDITIONS IN COMPLETED STATE. FOR DEMOLITION ITEMS SEE SHEET C2. EROSION CONTROL NOTES: 1. UNLESS OTHERWISE NOTED, ALL EROSION AND SEDIMENTATION CONTROL PRACTICES SHALL BE IN ACCORDANCE WITH THE VIRGINIA EROSION AND SEDIMENTATION CONTROL HANDBOOK, LATEST EDITION. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL GUIDELINES AND PROVISIONS SET FORTH IN THE EROSION CONTROL NARRATIVE. 2. THE PLAN APPROVING AUTHORITY SHALL BE NOTIFIED BY THE CONTRACTOR ONE WEEK PRIOR TO THE PRECONSTRUCTION CONFERENCE, ONE WEEK PRIOR TO COMMENCEMENT OF THE LAND DISTURBING ACTIVITY, AND ONE WEEK PRIOR TO THE FINAL INSPECTION. 3. 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. 4. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON THE SITE AT ALL TIMES. 5. 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. 6. 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. 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 SHALL BE PUMPED INTO AN APPROVED FILTERING DEVICE. DISCHARGED IN A MANNER THAT DOES NOT ADVERSELY AFFECT FLOWING STREAMS OR OFF -SITE PROPERTY. 9. 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. 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. 11. SOIL STOCKPILES SHALL BE STABILIZED OR PROTECTED WITH SEDIMENT TRAPPING MEASURES. 12. 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. 13. STABILIZATION MEASURES SHALL BE APPLIED TO EARTHEN STRUCTURES SUCH AS DAMS, DIKES AND DIVERSIONS IMMEDIATELY AFTER INSTALLATION. 14. EXCAVATED MATERIAL SHALL BE PLACED ON THE UPHILL SIDE OF TRENCHES FOR UNDERGROUND UTILITIES. 15. 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. 16. 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 STD. & SPEC. PS PERMANENT SEEDING 3.32 SF SILT FENCE 3.05 IP INLET PROTECTION 3.07 GRAPHIC SCALE 30 0 15 30 40 120 ( IN FEET ) 1 inch - 30 ft o m c� . �o co tlC W W b v O w N 0. o �Q2 A Q2 .a nz � t U ut V1 . r.y C E(v Z Q I- z 0 Q m 0 C O CO jU^� V I U w 0 O _ 13- >- O U.j Q ►- Z Q U) 0 Z Y � w W � 17 o u7 z rn CN ad �- c° w V) o ,r z1 _t ZI 0 0 1 m 3r. CD�# a� u a A Q U d W O Q Q J Z � Q U � W Z 0 ~ Q Z tcr- Uj V I.1_J w {) C4 v 19M mus, OUVER k WE88, INC. 9502CO04 1=1.00 LDl SEP 18 1 3' pm NO SCALE GENERAL BACKFILL 24" CAREFULLY COMPACTED SELECT BACKFILL STONE AGGREGATE Q WATER MAIN TRENCH BEDDING NO SCALE 3" MIN. 12" MAX. 3" OR 4" REINFORCED CONC. OR BRICK ADJUSTING RINGS 24" I.D. /ST--------T� Z_ I 001 I \\ } oI STEP- 0 i CAST IN PLACE a \ 1 STEPS SHALL HAVE I �— CONTINUOUS ALIGNMENT I o # BETWEEN SECTIONS I. I J Ln = I i �= ► r 1 _ I I co r i � I I L � I I I I w ' cn I m � � 24" MAX. I 8" MIN. THICK BED OF CRUSHED STONE 5" 48" DI A. 5" SECTION NOTE: MATERIALS AND FABRICATION IN ACCORDANCE WITH ASTM C478, CONE WILL. BE OF THE ECCENTRIC TYPE. CONNECT PIPE TO SECTION WITH APPROVED FLEXIBLE WATER -TIGHT SLEEVE OR GASKET (INTERSPACE OR EQUAL). STORM SEWER PRECAST STANDARD MANHOLE ECCENTRIC WITH MONOLITHIC BASE NO SCALE SEAL UNDER CASTING AND ALL JOINTS WITH BUTYL RUBBER ROPE SEALER, AASHTO M-198 BENCH FROM CROWN OF PIPE TO WALL 3"/FT. SLOPE 2500# CONCRETE �/4" R -- 1\ 4" CRUSHED STONE —' 0 i C4 PAVEMENT REPAIRS NO SCALE S-5 ASPHALT PATCH, TWICE THICKNESS OF EXISTING PAVEMENT SECTION (2`' MIN.) TACK COAT EXIST PAV'T PRIME COAT --COMPACTED GRAVEL BACKFILL, SEE PIPE BEDDING DETAIL 4000 psi CONC. REINF. WITH 6x6 - W1.4xW1.4 WWF, OR FIBROUS REINFORCING SEE PLAN FOR WIDTH SLOPE TO DRAIN (1/4"/FT) i — 7- COMPACTED SUBGRADE CONCRETE SIDEWALK NO SCALE PIPE 1 112 STD RAILING NOTE: SEE SITE PLAN FOR � \ NUMBER OF RISERS. < w _ o �p v7 1'-0" FACE OF TREAD z AND � OF PIPE �0. / w FACE OF RAILING TREAD — �! 1/2" boo oho CHEEK WALL ~ `° 0 �I I #4010" E. W. w 1'-0„ 1' W o 0 ` Oo QQo ' EXTERIOR STAIR SECTION 3/4"=1'-0" 1 EXT. STAIR ELEVATION 3/4"=1'-0" AILING WALL WALK TACK COAT -- - -� PRIME COAT COMPACTED SUBGRADE PRIME COAT COMPACTED SUBGRADE PB-' NO PROJECTION OF PIPE ABOVE GROUND LINE TOP OF FILL TOP OF FILL. TOP OF FILL -.--._ GROUND LINE _ __ _._. G N _ _ _.._ __ _ D LINE _ -- -_ - _ _ G T?=,e, �- Ltd R;"ix�'�! _ ... _ . y t D f`'`:`r�If�l;,rl'j,. D ✓ .� '�. `/j 1E D �/`//`\.`i1,'v�,- •, r d EARTH d -ROCK OR d EARTH x UNYIELDING SOIL 1- MIN. � o D '� f MIN. -L , MIN.100 0 ,, , f BEDDING ` !i ,=/ �/ BEDDING 4" BEDDING MATERIAL .�. � MATERIAL X MATERIAL k /''' !�`Yi\�/>� ,c� /• !�✓� "X" DIMENSION TO BE MAINTAINED " PER FOOT FIRM BEARING SOIL TO THE TOP OF THE PIPE 2 X X OF H, MIN 8" NORMAL EARTH FOUNDATION 24" MAX. "X" DIMENSION TO BE MAINTAINED TO THE TOP OF THE PIPE. FOUNDATION SOFT, YIELDING, OR MAY BE ELIMINATED UNDER ENTRANCE PIPE ROCK FOUNDATION OTHERWISE UNSUITABLE MATERIAL WHERE DIRECTED BY ENGINEER PIPE PROJECTING ABOVE GROUND LINE FI TOP OF FILL----,, TOP OF FILL - , TOP OF LL N N L D V. I ti _ MlPI D D MIN © _ _. _ - _ _t��N D !N - _ - Y R X d k _ GROUND N d d -GROU D GROUND LINE LINE MIN. 0 0 UNYIELDING SOIL MIN., o D� 4t' EARTH MIN.1'' D 4" BEDDING EARTH MATERIAL' ," BEDDING FIRM BEARING SOIL OR BEDDING z PER FOOT X MATERIAL DEPTH SHO^ ON PLANS OF H, MIN 8" X i MATERIAL 24" MAX. NORMAL EARTH FOUNDATION ROCK FOUNDATION FOUNDATION SOFT, YIELDING, OR OTHERWISE UNSUITABLE MATERIAL CULVERTS LESS THAN d=36" X=D+12"MIN, D + 24" MAX. CULVERTS WHERE d=36" AND OVER X = D + 36" METHOD "A" PIPE BEDDING SHALL BE USED AS FOLLOWS UNLESS OTHERWISE NOTED ON PLANS: RIGID PIPE FILLS UP TO 30' (NO PROJECTION OF PIPE ABOVE GROUND LINE.) FILLS UP TO 30' (PIPE PROJECTION ABOVE GROUND LINE.) SECTION NEW PAVEMENT SECTION NO SCALE FLEXIBLE PIPE AS SHOWN ON TABLES H = HEIGHT OF COVER MEASURED FROM THE TOP OF DRAINAGE STRUCTURE TO FINISHED GRADE. - BEDDING MATERIAL IN ACCORDANCE WITH SECTION 302.02 OF THE ROAD AND BRIDGE SPECIFICATIONS. f l - BACKFILL MATERIAL IN ACCORDANCE WITH SECTION 302.07 OF THE ROAD AND BRIDGE SPECiFIGATIONS. EMBANKMENT BEDDING REQUIREMENTS DETAILED UNDER METHOD A, PROJECTION CONDITION, ARE APPLICABLE TO METHOD 81 AND B2. PIPE BEDDING DETAIL - VDOT STANDARD PB-1 NO SCALE �C o t O CV i U-) m a C4 of A SECTION NEW ATHLETIC FIELD DRIVE PAVEMENT SECTION NO SCALE 2'-11" PLAN STD. VDOT CG-6 (SEE VDOT ROAD AND BRIDGE STANDARDS FOR FURTHER DETAILS) TYP. WALK -SEE PLAN FOR WIDTH CONSTRUCT FLUSH WITH EXISTING PAVEMENT r SLOPE 1/4"• 1'-0"(MAX) N 6" 2'-0" 4000 PSI CONC. REINF. W/ 6 X 6 - W1.4 X W1.4 WWF CRUSHED STONE COMPACTED SUBGRADE TYPICAL CONCRETE WALK & CURB AND GUTTER SECTION NO SCALE STEEL COVER PLUG LIFTING EYE CONC FILL — PIPE SLEEVE ACCESS PANEL CONC MH & COVER SECTION MANHOLE ACCESS PANEL ale / 'its" ANGLE FRAME / IW VCT STEEL PAN 7/ r � e CN 1 1 WELD p *%` I e / .00 TAILS d A O U or U � A 134 uj z CQ � C1t 1 7 O� � O � O � V � d W b G4 a� o W � a A +n In I Z 1 J N in �� V1 ' G a� CQ EF z O Q F-- Z C� > Q m co (D (D z Ci) h— V w C..� 0 O = m O � < ~ z :D I'- c„ o z Y Q U_ w L LJ nw w C� 6 U-) z 0) CN o rn A �- a t✓i i ' I o g m' 0 3 oc I � � aJ cu .) o s. A A U V) < F-- W 0 LjJ F- ® 1995 MILLS, OUVER k WEBB. INC 95020005 1=1.00 !A OCT 05 12•. a Pm NO SCALE INDEX OF DRAWINGS Cl SITE DEMOLITION PLAN C2 SITE DIMENSION PLAN C3 SITE UTILITY PLAN C4 SITE GRADING, DRAINAGE, SEDIMENT & E C PLAN CS SITE DETAILS Al FLOOR PLAN, SCHEDULES &DETAILS A2 PARTIAL FLOOR PLANS &DETAILS A3 BUILDING ELEVATIONS, REFLECTED CEILING PLAN AND FURNISHINGS & FLOOR PATTERN LAYOUT PLAN A4 EXISTING &NEW ROOF PLANS, SECTIONS &DETAILS A5 BUILDING SECTIONS, WALL SECTIONS &DETAILS A6 MISCELLANEOUS DETAILS 31 FOUNDATION PLAN &NOTES S2 ROOF FRAMING PLAN, SECTIONS &DETAILS Pt PLAN, SCHEDULES &DETAILS P2 DETAILS M1 MECHANICAL FLOOR PLAN (DUCTWORK) M2 MECHANICAL FLOOR PLAN (PIPING} M3 MECHANICAL FLOOR PLAN (PIPING) M4 MECHANICAL DETAILS &SCHEDULES Et ELECTRICAL LIGHTING FLOOR PLAN E2 ELECTRICAL POWER &SIGNAL FLOOR PLAN E3 ELECTRICAL PARTIAL FLOOR PLANS &RISER DIAGRAMS E4 ELECTRICAL PANELBOARD SCHEDULES PROJECT No. 34-30B FREDERICK COUNTY, VIRGINIA VICINITY MAP A B B R E V I A T I O N S a AT CONST CONSTRUCTION FFE FINISHED FLOOR ELEVATION KW KILOWATT PRIM PRIMARY SWBD SWITCHBOARD & AND CONT CONTINUOUS FH FIRE HYDRANT PRV PRESSURE RELIEF VALVE SWGR SWITCHGEAR AB ANCHOR BOLT, AUGER BORING CONTR CONTRACTION, CONTRACTOR FHC FIRE HOSE CABINET L LOUVER, LENGTH, LENGTH OF CURVE PS PULL SWITCH ABS AIR BREAK SWITCH CONV CONVERTER, CONVECTOR FIG FIGURE LA LIGHTNING ARRESTOR PSI POUNDS PER SQUARE INCH 3 WAY THREE WAY ABV ABOVE COP,CU COPPER FIN FINISH LAV LAVATORY PSF POUNDS PER SQUARE FOOT 3/C THREE CONDUCTOR AC AIR CONDITIONING, ASBESTOS CEMENT, CORR CORRIDOR FJ FELT JOINT LBS POUNDS PSIG POUND —FORCE PER SQUARE INCH GAGE 3/P THREE POKE ASPHALTIC CONCRETE CID NONREINFORCED CONCRETE PIPE FL FLOOR, FLASHING LC LEAD COVERED PT POINT, POINT OF TANGENT T TILE, TOP, TANGENT ACB AIR CIRCUIT BREAKER CPT CARPET FLUOR FLUORESCENT LL LIVE LOAD PVC POINT OF VERTICAL CURVE, POLY VINYL CHLORIDE T&B TOP AND BOTTOM KQN� S TO 40, ACSR ALUMINUM CONDUCTOR STEEL REINFORCED CR CEILING REGISTER FPH FROST PROOF HYDRANT LLH LONG LEG HORIZONTAL PM POINT OF VERTICAL INTERSECTION TC TOP OF CURB �- � ACST ACOUSTIC CRS CORROSION RESISTANT FPM FEET PER MINUTE LLV LONG LEG VERTICAL PVT POINT OF VERTICAL TANGENT TEL TELEPHONED WINCHESTER AD .AREA DRAIN CSK COUNTER SUNK FIR FRAME LT LIGHT TEMP TEMPERATURE, TEMPORARY �(b ADJ ADJUSTABLE CT CERAMIC TILE, CURRENT TRANSFORMER FS FULL SIZE QT QUARRY TILE TERM TERMINAL AFF ABOVE FINISHED FLOOR CTR CENTER FT FOOT, FEET, FLOOR TILE MACH MACHINE TH TOTAL HEAD (PUMPS) AL ALUMINUM CW COLD WATER FTG FOOTING MAS MASONRY R RADIUS, RISER, RUBBER SHEATH THRSLD THRESHOLD 81 ALT ALTERNATE CWB CAPILLARY WATER BARRIER MATL MATERIAL RA RETURN AIR THRU THROUGH AMP,A AMPERE GA GAGE MAX MAXIMUM RAO RADIUS TP TEST PIT ANOD ANODIZED D DEPTH, DEEP, DEGREE OF CURVATURE, GAL GALLON MBH THOUSAND BTU PER HOUR RCP REINFORCED CONCRETE PIPE TR TOP REGISTER / AP ACCESS PANEL DIAMETER, DRYER GALV GALVANIZED MD MANUAL DAMPER RD ROOF DRAIN, ROAD TS TOP OF STEEL, TOP OF SLAB APPROX APPROXIMATE D PNL DISTRIBUTION PANEL GL GLASS MECH MECHANICAL RECP RECEPTACLE TW TOP OF WALL STEPHENS ARCH ARCHITECTURAL DB DRY BULB, DECIBEL, DIRECT BURIAL GLE GLOSS ENAMEL MET METAL RED REDUCING TYP TYPICAL ARR ARRESTOR DEMO DEMOLITION GPM GALLONS PER MINUTE MFG MANUFACTURER REF REFERENCE, REFRIGERATOR CITY ASB ASBESTOS DET DETAIL GR GRADE MH MANHOLE, MOUNTING HEIGHT REFL REFLECTIVE UG UNDERGROUND ASPH ASPHALT DH DRILL HOLE GND GROUND MID,MDL MIDDLE REG REGULATOR, REGISTER UH UNIT HEATER AT ACOUSTICAL TILE DIA DIAMETER GSU GLAZED STRUCTURAL UNIT MIN MINIMUM, MINUTE REINF REINFORCEMENT 631 AWG AMERICAN WIRE GAGE DIM DIMENSION GW GROUND WATER MISC MISCELLANEOUS REQD REQUIRED V VENT, VOLT, VALVE, VINYL DL DEAD LOAD GWB GYPSUM WALL BOARD MO MOTOR OPERATED, MASONRY OPENING REV REVISION V ASB VINYL ASBESTOS 641 PROJECT B BOTTOM, BATH DMPR DAMPER GYP GYPSUM MP MEDIUM PRESSURE RF ROOF VAC VACUUM BD BOARD DN DOWN MTD MOUNTED. RI RUBBER INSULATED VB VINYL BASE SITE BHP BRAKE HORSEPOWER DO DITTO H,HGT HEIGHT MTG MOUNTING RL RAIN LEADER VC VARNISH CAMBRIC, VITRIFIED CLAY BLDG BUILDING DS DOWNSPOUT HB HOSE BIBB MWP MEMBRANE WATERPROOFING RM ROOM VCP VITRIFIED CLAY PIPE 7 SHERANDO BLW BELOW DW DRYWALL, DISHWASHER HD HEAVY DUTY, HIGH DENSITY RO ROUGH OPENING VCT VINYL COMPOS111ON TILE PARK BM BEAM DWD DRINKING WATER DISPENSER HDW HARDWARE N NORTH RPM REVOLUTIONS PER MINUTE VENT VENTILATING BN BULL NOSE DWG DRAWING HGSW HORN GAP SWITCH NC NON CORROSIVE VERT VERTICAL BR BOTTOM REGISTER HM HOLLOW METAL NDC NOSE DOWN CURB 1 PH SINGLE PHASE VEST VESTIBULE 36 BRG BEARING E EAST HORIZ HORIZONTAL NEUT NEUTRAL S SOUTH VOL VOLUME BSMT BASEMENT EA EACH HP HORSEPOWER, HIGH POINT NIC NOT IN CONTRACT SAN SANITARY SEWER VS VENT STACK BTU BRITISH THERMAL UNIT EAT ENTERING AIR TEMPERATURE HR HOUR NO. NUMBER SATC SUSPENDED ACOUSTICAL TILE CEILING VTR VENT THRU ROOF EC EMPTY CONDUIT HS HIGH STRENGTH NOM NOMINAL SC SPECIAL COATING, ACRYLIC VWC VINYL WALL COVERING CL CENTERLINE EF EACH FACE HVAC HEATING, VENTILATING AND AIR CONDITIONING NTS NOT TO SCALE SCH SCHEDULE SHERANDO CAP CAPACITY EFF EFFICIENCY HVY HEAVY SD SPUTTER DAMPER, STORM DRAIN W WIDTH, WASTE, WATER, PARK CC CENTER TO CENTER EL ELEVATION HW HOT WATER, HEADWALL OA OUTSIDE AIR SECT SECTION WATT, WEST, WASHER CEM CEMENT ELEC ELECTRIC HWL HIGH WATER LEVEL OC ON CENTER SERV SERVICE W/ WITH CFM CUBIC FEET PER MINUTE EMER EMERGENCY HZ HERTZ OCB OIL CIRCUIT BREAKER SGE SEMI --GLOSS ENAMEL W/0 WITHOUT CI CAST IRON EMT ELECTRICAL METALLIC TUBING OD OUTSIDE DIAMETER SH SHEET WWBB WET BULB CIP CAST IRON PIPE EP EPDXY ID INSIDE OPNG OPENING SKCP SUSPENDED KEENE'S CEMENT PLASTER WC WATER CLOSET CIR CIRCULATING EQ EQUAL IN INCH OPP OPPOSITE SL SLOPE CJ CONTROL JOINT, CONTRACTION JOINT EQUIP EQUIPMENT INSUL INSULATION, INSULATED OPR OPERATE SMH SANITARY MANHOLE WD WIDTH, WINDOW DIMENSION, WOOD CKT CIRCUIT EVAP EVAPORATIVE INT INTERIOR OSD OPEN SITE DRAIN SP STATIC PRESSURE, SINGLE POLE WN WATER HEATER, WALL HYDRANT TO SCALE: 1`=20W CL CLEAR, CLOSET EW EACH WAY INV INVERT OVHD,OH OVERHEAD SPC SUSPENDED PLASTER CEILING WL WATER LEVEL HARRISONBURG CLG CEILING EWC ELECTRIC WATER COOLER SPDT SINGLE POLE, DOUBLE THROW WP WATERPROOF, WEATHERPROOF CMP CORRUGATED METAL PIPE EXH EXHAUST JAN JANITOR P PIPE, PAINT, PAINTED SPEC SPECIFICATION WS WASTE STACK, WATER SURFACE, CMPA CORRUGATED METAL PIPE ARCH EXIST EXISTING JB JUNCTION BOX PART'N PARTITION SPST SINGLE POLE, SINGLE THROW WATERSTOP CIVIL) CONCRETE MASONRY UNITS EXP EXPANSION, EXPOSED JC JANITOR CLOSET PB PULL BOX SQ SQUARE I WT WEIGHT, WALL TILE CND,C CONDUIT EXP JT EXPANSION JOINT JCT JUNCTION PI POINT OF INTERSECTION ST STREAM, SINGLE THROW, STREET, STEAM WWM WELDED WIRE MESH CNDS CONDENSATE EXT EXTERIOR, EXTINGUISHER JST JOIST PIV POST INDICATOR VALVE STA STATION CO CLEANOUT JT JOINT PJF PREFORMED JOINT FILLER STD STANDARD X--STR EXTRA STRENGTH CODP CLEANOUT W/ DECK PLUG 4 WAY FOUR WAY PL PLATE, PLASTIC LAMINATE ST'L STEEL XFMR TRANSFORMER COL COLUMN F FAHRENHEIT, FIRE KCP KEENE'S CEMENT PLASTER PLAS PLASTER STOR STORAGE CONC CONCRETE FABX FIRE ALARM BOX KIT KITCHEN PLNJ PAPER AND LEAD NEOPRENE JACKET STR STRUCTURE 2:1 2 HORIZONTAL TO 1 VERTICAL CONC—S CONCRETE, STEEL TROWELED & SEALED FD FLOOR DRAIN, FIRE DAMPER KO KNOCK OUT PLYWD PLYWOOD SUP SUPPORT 1 ON 2 1 VERTICAL ON 2 HORIZONTAL COND CONDUCTOR FDN FOUNDATION KV KILOVOLT PNL PANEL SUSP SUSPENDED CONN CONNECTION FDR FEEDER KVA KILOVOLT —AMPERE PRELIM PRELIMINARY SW SWITCH DEFLECTION ANGLE PRESS. PRESSURE �H REVISIONS DATE �� ��.TM ------ � SEPTNCB, DATE 95 UP APPAS/ f No. 3079 10 9502 SET NO, MILLS OLIVER & WEBB INC R4"Ll- 44 7 H APPROVED B THE Z NING ADIMINSTRATOR f. '. t SHEET Nth, r 4B 3 018649 CEPTIFICAtE No- Ti 5C - _X "lP T.- 34 1.i5 a*. INDEX OF DRAWINGS Cl SITE DEMOLITION PLAN C2 SITE DIMENSION PLAN C3 SITE UTILITY PLAN C4 SITE GRADING, DRAINAGE, SEDIMENT & E C PLAN C5 SITE DETAILS Al FLOOR PLAN, SCHEDULES &DETAILS A2 PARTIAL FLOOR PLANS &DETAILS A3 BUILDING ELEVATIONS, REFLECTED CEILING PLAN AND FURNISHINGS & FLOOR PATTERN LAYOUT PLAN A4 EXISTING &NEW ROOF PLANS, SECTIONS &DETAILS A5 BUILDING SECTIONS, WALL SECTIONS &DETAILS A6 MISCELLANEOUS DETAILS S1 FOUNDATION PLAN &NOTES S2 ROOF FRAMING PLAN, SECTIONS &DETAILS P1 PLAN, SCHEDULES &DETAILS P2 DETAILS M1 MECHANICAL FLOOR PLAN (DUCTWORK) M2 MECHANICAL FLOOR PLAN (PIPING) M3 MECHANICAL FLOOR PLAN M4 MECHANICAL DETAILS &SCHEDULES E1 ELECTRICAL LIGHTING FLOOR PLAN E2 ELECTRICAL POWER &SIGNAL FLOOR PLAN E3 ELECTRICAL PARTIAL FLOOR PLANS &RISER DIAGRAMS E4 ELECTRICAL PANELBOARD SCHEDULES PROJECT No. 34-30B FREDERICK COUNTY, VIRGINIA aeeREviaTioNs � VICINITY MAP 0 AT CONST CONSTRUCTION FFE FINISHED FLOOR ELEVATION KW KILOWATT PRIM PRIMARY SWBD SWITCHBOARD & AND CONT CONTINUOUS FH FIRE HYDRANT PRV PRESSURE RELIEF VALVE SWGR SWITCHGEAR k AB ANCHOR BOLT, AUGER BORING CONTR CONTRACTION, CONTRACTOR FHC FIRE HOSE CABINET L LOUVER, LENGTH, LENGTH OF CURVE PS PULL SWITCH ABS AIR BREAK SWITCH CONV CONVERTER, CONVECTOR FIG FIGURE LA LIGHTNING ARRESTOR PSI POUNDS PER SQUARE INCH 3 WAY THREE WAY ABV ABOVE COP,CU COPPER FIN FINISH LAV LAVATORY PSF POUNDS PER SQUARE FOOT 3/C THREE CONDUCTOR q AC AIR CONDITIONING, ASBESTOS CEMENT, CORR CORRIDOR FJ FELT JOINT LBS POUNDS PSIG POUND --FORCE PER SQUARE INCH GAGE 3/P THREE POLE ASPHALTIC CONCRETE CP NONREINFORCED CONCRETE PIPE FL FLOOR, FLASHING LC LEAD COVERED PT POINT, POINT OF TANGENT T TILE, TOP, TANGENT ACB AIR CIRCUIT BREAKER CPT CARPET FLUOR FLUORESCENT LL LIVE LOAD PVC POINT OF VERTICAL CURVE, POLY VINYL CHLORIDE T&B TOP AND BOTTOM }'�'� TO ACSR ALUMINUM CONDUCTOR STEEL REINFORCED CR CEILING REGISTER FPH FROST PROOF HYDRANT LLH LONG LEG HORIZONTAL PM POINT OF VERTICAL INTERSECTION TC TOP OF CURB m' WINCHESTER ACST ACOUSTIC CRS CORROSION RESISTANT FPM FEET PER MINUTE LLV LONG LEG VERTICAL PVT POINT OF VERTICAL TANGENT TEL TELEPHONE AD AREA DRAIN CSK COUNTER SUNK FR FRAME LT LIGHT TEMP TEMPERATURE, TEMPORARY f ADJ ADJUSTABLE CT CERAMIC TILE, CURRENT TRANSFORMER FS FULL SIZE QT QUARRY TILE TERM TERMINAL AFF ABOVE FINISHED FLOOR CTR CENTER FT FOOT, FEET, FLOOR TILE MACH MACHINE TH TOTAL HEAD (PUMPS) AL ALUMINUM CW COLD WATER FTG FOOTING MAS MASONRY R RADIUS, RISER, RUBBER SHEATH THRSLD THRESHOLD 81 ALT ALTERNATE CWB CAPILLARY WATER BARRIER MATL MATERIAL RA RETURN AIR THRU THROUGH AMP,A AMPERE GA GAGE MAX MAXIMUM RAD RADIUS TP TEST PIT ANOD ANODIZED D DEPTH, DEEP, DEGREE OF CURVATURE, GAL GALLON MBH THOUSAND BTU PER HOUR RCP REINFORCED CONCRETE PIPE TR TOP REGISTER AP ACCESS PANEL DIAMETER, DRYER GALV GALVANIZED MD MANUAL DAMPER RD ROOF DRAIN, ROAD TS TOP OF STEEL, TOP OF SLAB S4 APPROX APPROXIMATE D PNL DISTRIBUTION PANEL GL GLASS MECH MECHANICAL RECP RECEPTACLE TW TOP OF WALL ,STi�'PHE11is ARCH ARCHITECTURAL DB DRY BULB, DECIBEL, DIRECT BURIAL GLE GLOSS ENAMEL MET METAL RED REDUCING TYP TYPICAL ARR ARRESTOR DEMO DEMOLITION GPM GALLONS PER MINUTE MFG MANUFACTURER REF REFERENCE, REFRIGERATOR CITY ASB ASBESTOS DET DETAIL GR GRADE MH MANHOLE, MOUNTING HEIGHT REFL REFLECTIVE UG UNDERGROUND ASPH ASPHALT DH DRILL HOLE GND GROUND MID,MDL MIDDLE REG REGULATOR, REGISTER UH ,UNIT HEATER AT ACOUSTICAL TILE DIA DIAMETER GSU GLAZED STRUCTURAL UNIT MIN MINIMUM, MINUTE REINF REINFORCEMENT 6 �1 AWG AMERICAN WIRE GAGE DIM DIMENSION GW GROUND WATER MISC MISCELLANEOUS REQD REQUIRED V VENT, VOLT, VALVE, VINYL DL DEAD LOAD GWB GYPSUM WALL BOARD MO MOTOR OPERATED, MASONRY OPENING REV REVISION V ASB VINYL ASBESTOS 641 PROJECT B BOTTOM, BATH DMPR DAMPER GYP GYPSUM MP MEDIUM PRESSURE RF ROOF VAC VACUUM BD BOARD DN DOWN MTD MOUNTED RI RUBBER INSULATED VB VINYL BASE 31TE BHP BRAKE HORSEPOWER DO DITTO H,HGT HEIGHT MTG MOUNTING RL RAIN LEADER VC VARNISH CAMBRIC, VITRIFIED CLAY BLDG BUILDING DS DOWNSPOUT HB HOSE BIBB MWP MEMBRANE WATERPROOFING RM ROOM VCP VITRIFIED CLAY PIPE 7 SHERANDO BLW BELOW DW DRYWALL, DISHWASHER HD HEAVY DUTY, HIGH DENSITY RO ROUGH OPENING VCT VINYL COMPOSITION TILE PARK BM BEAM DWD DRINKING WATER DISPENSER HDW HARDWARE N NORTH RPM REVOLUTIONS PER MINUTE VENT VENTILATING BN BULL NOSE DWG DRAWING HGSW HORN GAP SWITCH NC NON CORROSIVE VERT VERTICAL 636 BR BOTTOM REGISTER HM HOLLOW METAL NDC NOSE DOWN CURB 1 PH SINGLE PHASE VEST VESTIBULE BRG BEARING E EAST HORIZ HORIZONTAL NEUT NEUTRAL S SOUTH VOL VOLUME BSMT BASEMENT EA EACH HP HORSEPOWER, HIGH POINT NIC NOT IN CONTRACT SAN SANITARY SEWER VS VENT STACK BTU BRITISH THERMAL UNIT EAT ENTERING AIR TEMPERATURE HR HOUR NO, NUMBER SATC SUSPENDED ACOUSTICAL TILE CEILING VTR VENT THRU ROOF EC EMPTY CONDUIT HS HIGH STRENGTH NOM NOMINAL SC SPECIAL COATING, ACRYLIC VWC VINYL WALL COVERING CL CENTERLINE EF EACH FACE HVAC HEATING, VENTILATING AND AIR CONDITIONING NTS NOT TO SCALE SCH SCHEDULE SHERANDO CAP CAPACITY EFF EFFICIENCY HVY HEAVY SD SPUTTER DAMPER, STORM DRAIN W WIDTH, WASTE, WATER, PARK CC CENTER TO CENTER EL ELEVATION HW HOT WATER, HEADWALL OA OUTSIDE AIR SECT SECTION WATT, WEST, WASHER CEM CEMENT ELEC ELECTRIC HWL HIGH WATER LEVEL OC ON CENTER SERV SERVICE W/ WITH CFM CUBIC FEET PER MINUTE EMER EMERGENCY HZ. HERTZ OCB OIL CIRCUIT BREAKER SGE SEMI -GLOSS ENAMEL W/0 WITHOUT CI CAST IRON EMT ELECTRICAL METALLIC TUBING OD OUTSIDE DIAMETER SH SHEET WB WET BULB CIP CAST IRON PIPE EP EPDXY ID INSIDE OPNG OPENING SKCP SUSPENDED KEENS S CEMENT PLASTER WC WATER CLOSET CIR CIRCULATING EQ EQUAL IN INCH OPP OPPOSITE SL SLOPE f CJ CONTROL JOINT, CONTRACTION JOINT EQUIP EQUIPMENT INSUL INSULATION, INSULATED OPR OPERATE SMH SANITARY MANHOLE WD WIDTH, WINDOW DIMENSION, WOOD SCALE: 1"=2000' CKT CIRCUIT EVAP EVAPORATIVE INT INTERIOR OSD OPEN SITE DRAIN SP STATIC PRESSURE, SINGLE POLE WH WATER HEATER, WALL HYDRANT TO CL CLEAR, CLOSET EW EACH WAY INV INVERT OVHD,OH OVERHEAD SPC SUSPENDED PLASTER CEILING WL WATER LEVEL HARRISONBURG CLG CEILING EWC ELECTRIC WATER COOLER SPDT SINGLE POLE, DOUBLE THROW WP WATERPROOF, WEATHERPROOF CMP CORRUGATED METAL PIPE EXH EXHAUST JAN JANITOR P PIPE, PAINT, PAINTED SPEC SPECIFICATION WS WASTE STACK, WATER SURFACE, CMPA CORRUGATED METAL PIPE ARCH EXIST EXISTING J8 JUNCTION BOX PART'N PARTITION SPST SINGLE POLE, SINGLE THROW WATERSTOP CMU CONCRETE MASONRY UNITS EXP EXPANSION, EXPOSED JC JANITOR CLOSET PB PULL BOX SQ SQUARE WT WEIGHT, WALL 11LE CND,C CONDUIT EXP JT EXPANSION JOINT JCT JUNCTION PI POINT OF INTERSECTION ST STREAM, SINGLE THROW, STREET, STEAM WWM WELDED WIRE MESH CNDS CONDENSATE EXT EXTERIOR, EXTINGUISHER JST JOIST PIV POST INDICATOR VALVE STA STATION CO CLEANOUT JT JOINT PJF PREFORMED JOINT FILLER STD STANDARD X-STR EXTRA STRENGTH CODP CLEANOUT W/ DECK PLUG 4 WAY FOUR WAY PL PLATE, PLASTIC LAMINATE STL STEEL XFMR TRANSFORMER COL COLUMN F FAHRENHEIT, FIRE KCP KEENE'S CEMENT PLASTER PLAS PLASTER . STOR STORAGE CONC CONCRETE FABX FIRE ALARM BOX KIT KITCHEN PLNJ PAPER AND LEAD NEOPRENE JACKET STR STRUCTURE 2:1 2 HORIZONTAL TO 1 VERTICAL CONC-S CONCRETE, STEEL TROWELED & SEALED � FD FLOOR DRAIN, FIRE DAMPER KO KNOCK OUT PLYWD PLYWOOD SUP SUPPORT 1 ON 2 1 VERTICAL ON 2 HORIZONTAL COND CONDUCTOR FDN FOUNDATION KV KILOVOLT PNL PANEL SUSP SUSPENDED CONN CONNECTION FDR FEEDER KVA KILOVOLT -AMPERE PRELIM PRELIMINARY SW SWITCH Q DEFLECTION ANGLE PRESS. PRESSURE REVISIONS DATE NO. DATE 1 SEPT 95 HIL IP FPAS - ' -2t 25 milS Nv. 3079 �� 7 �d4 9 5 0 2mmmm Iq , ►' � ss SET NO. R - APPROVED THE ZONING ADIMINSTRATOR DATE At SHEET NO. WR IF LB, OUVEIR SIM R FORYIP, � ' No CERTIFICATE NO. 0543 -1 �� � � d 8649 Tl r h- ss k �' _ _., r41 +1a 01995 ►pLLS, OUVEF A VCES, WC. 95020001 t=1.4) IX OCT 05 11:53 am z. �I 0 N r7 =A_ A2 t C_n I C 00 Z I� ID X C IZ I NE I F I 5.50' SIDEWALK T HE ; MATCH EXISTING w i SIDEWALK WIDTH - I o l /—R5.00' 4R W SAWCUT PAVEMENT AT -1 —.. ...... / HANDRAIL RIGHT ANGLE TO --- r� 5 ® 9.00=45.00 EXISTING CURB ------- —� --------- LLIGN '16 ® 9.00'=144.00PARALLEL � � FTH A EXIS VEMENTTING y� I I i- + BEGIN STRIPING +� $I ; AT fPAVEMENT I o f i ANt LE BRE ASK — o- I - - j t, 1 F r 2R a- 2R B_,JCHMARK - i0'.00' PAVEMENT 2R Tin , -CLEAN EXISTING 3 Nails in 2R o� �, PAVEMENT AND 24., Oak Tree 2R ;..:• APPLY STRIPING 2R Elev.=743.93 6.00' SIDEWALK v� 2R 6.00' SI EWALK 2 x --- - x 3R x ' 2R 6 GATE- 1l�' DOUBLE SWING GATE 6' GATE -' I -280 L.F. CHAIN LINK FENCE, 4' HGT ! 3 CONSTRUCT PARALLEL WITH BUILDING ADDITION ° Co 1 IN QN I N I i z+ -DCo I Z d _Jf • '1 N/F N/F N A W E A V E R C 0 0 L E Y 1 1 A2 RECREATIONAL FACILITIES R1 PRACTICE FIELD R2 PRACTICE FIELD/BASEBALL R3 PRACTICE FIELD R4 DISCUS R5 SHOT PUT R6 TRACK, FOOTBALL, & SOCCER R7 TENNIS R8 BASKETBALL o� I 0 0 00 i N �I (I } :J 5.50' SIDEWALK - ?o 00 - - Q o a a - -- - V) o l rn .: 2 - - ,�,'�,.: 50' BUILDING SETBACK LINE__ 00 - - - TRANSITION NEW CURB '- - 40.00' — �+ TO MATCH EXIST CURB (TYP.) N/F G R A D Y SITE PLAN SCALE: 1 "= 30' A2 ADJACENT PROPERTY OWNERS GA LINAWEAVER PROPERTY DB 382, PG 163 RESIDENTIAL ZONED RA PROPERTY ID# 86-A-68 Bo COOLEY PROPERTY DB 274, PG 343 RESIDENTIAL ZONED RA PROPERTY ID# 86-A-67 n GRADY PROPERTY DB 697, PG 580 RESIDENTIAL ZONED RA PROPERTY ID# 86-A-65 Do FRYE PROPERTY DB 425, PG 442 RESIDENTIAL ZONED RA PROPERTY ID# 86-A-64 Eo FRYE PROPERTY DB 448, PG 671 RESIDENTIAL ZONED RA PROPERTY ID# 86-A-64A Fo HUGHES PROPERTY DB 669 PG 747 VACANT ZONED RA PROPERTY ID# 86--A-69 OG COUNTY OF FREDERICK PROPERTY DB 440, PG 421 ZONED RA PUBLIC PARK PROPERTY ID# 86-A-143 �H FINK PROPERTY DB 609, PG 567 RESIDENTIAL ZONED RA PROPERTY ID# 86-4-6 0 BRADDOCK PARTNERSHIP PROPERTY DB 664, PG 285 RESIDENTIAL ZONED RA PROPERTY ID# 86-4-5 J MUSSER PROPERTY DB 426, PG 721 RESIDENTIAL ZONED RA PROPERTY ID# 86-4-4 YINAE SITE PLAN P DVED _ ,M DATE ._.4;k- 30 968, 53' Ko GRIMM PROPERTY DB 542, PG 823 RESIDENTIAL ZONED RA PROPERTY ID# 86-A-117A OL 80' RIGHT-OF-WAY om FRUIT LIMITED PARTERNSHIP BD 731 PG 136 COMMERCIAL ZONED B-2 PROPERTY ID# 86-A-80 G) CONNER PROPERTY DB 179, PG 527 PASTURE ZONED RA PROPERTY ID# 86-A-79 0 WYMER PROPERTY DB 658, PG 405 PASTURE ZONED RA PROPERTY ID# 86-A-70 Po CONNER PROPERTY DB 454, PG 302 RESIDENTAIL ZONED RA PROPERTY ID# 86-A-79 GRAPHIC SCALE 15 30 so DIMENSIONAL NOTES 1. DIMENSIONS IN PARKING AREAS ARE TO FACE OF CURB UNLESS OTHER WISE INDICATED. SIDEWALKS ARE DIMENSIONED TO BACK OF CURB. DIMENSIONS TO BUILDINGS REFER TO THE FACE OF THE BUILDING. 2. RADII IN PAVEMENT AND CURBING ARE 5.00' (TO TOP, FACE OF CURB) UNLESS OTHERWISE INDICATED. 3. PARKING SPACES ARE 9'x20' AND ARE SEPARATED BY 4"-WIDE PAINTED LINES UNLESS NOTED OTHERWISE. 4. SEE ARCHITECTURAL SHEETS FOR EXACT BUILDING DIMENSIONS. VERIFY BUILDING DIMENSIONS PRIOR TO BEGINNING CONSTRUCTION OF FOOTINGS. 5. PROVIDE ONE HANDICAP PARKING SIGN ON NORTH SIDE OF EXISTING CONCRETE WALK AT HANDICAP PARKING SPACE SHOWN. SIGN SHALL BE METAL MOUNTED ON 4"x4" PRESSURE TREATED POST, BOTTOM OF SIGN TO BE 4'-0" ABOVE GROUND. LETTERS ON SIGN SHALL HAVE A WIDTH -TO - HEIGHT RATIO BETWEEN 3:5 AND 1:1 AND A STROKE -WIDTH - TO -HEIGHT RATIO BETWEEN 1:5 AND 1:10. LETTERS TO CONTRAST WITH BACKGROUND (BLUE LETTERS ON A WHITE BACKGROUND OR WHITE 'LETTERS ON A BLUE BACKGROUND). A26. LOCATION.- OPEQUAN MAGESTERIAL DISTRICT, FREDERICK COUNTY, VIRGINIA SITE AREA: 40.00 ACRES ZONING RA -RURAL AREA USE: 1250 STUDENT PUBLIC HIGH SCHOOL PROPERTY (86-A-117) IDENTIFICATION NUMBER: OWNER/ FREDERICK COUNTY PUBLIC SCHOOLS DEVELOPER: R. THOMAS MALCOLM, DIVISION SUPERINTENDENT 1415 AMHERST STREET P.O. BOX 3508 WINCHESTER, VIRGINIA 22601 (540) 662-3888 ARCHITECT MILLS, OLIVER, AND WEBB, INC /ENGINEER: PHIL PAPPAS, PROJECT MANAGER 200 COUNTRY CLUB DRIVE PLAZA ONE, BUILDING E BLACKSBURG, VA 24060 (504) 552-2151 A27. PARKING REQUIRED: 313 SPACES INCLUDING 8 HCPD PARKING PROVIDED: (1 SPACE PER 4 STUDENTS x 1250 STUDENTS) 161 STAFF 484 STUDENT 11 VISITOR 22 HCPD 8 BUS 686 TOTAL A28. THE FREDERICK COUNTY BOARD OF ZONING APPEALS APPROVED A 7 FEET SIDE YARD VARIANCE FOR THE SHERANDO HIGH SCHOOL ADDITION ON NOVEMBER 21, 1995 AS EVIDENCED BY BZA CASE #023-95. 0 db �o �L S 39'27'28 W 38.24' - S 30'41'02" W 100.00' 0 o 0 58'33' 2 E S 58'19' 26" E S 5833'27" E 164.71' 461.52' 373.63' F 00 3 n Icn s �Irn R8 M IM ZoIM R7 N ullN 54'51'25" W 316.49' ��---- --� � 3 R6 00I n Lo Zia R4 Cn NoM EXISTING BUILDING w i6"_ 0 120 i FNEW ADDITION I- 3 I b oo O o N I a ( f ^I 0) I I R1 �* N 51'06'01" W ____S 39 27'28" W 248.45' 38.24' 0 0 to m v 0 N \ , 1 1 O A z 0 ZI I A Z NI i+ m a a w Z 0 I V Ri 1Lo O OI Z A W �i 4 a Qj QI nib o N 4 I z o o� o c.� �c I >rn �Q v W b \I Mrd QJ c N 0. > p CQ 0. CQ Z Ca QZ 0 Q m 0 rn I Q Cl o !U V ! z r V w 0 N Q F-- Z o Q h- V) U Z d 0-001 � Ld w o � V J o �n z rn a °' A AJ c�. ) 0 zi o 3 n. rrz 1�I 3 b b > Cf) a - -1- 1-11 ­11. __l 1-1, MCM t�il.DO P NVV 22 :'0 ;�. ( IN FEET 1 Inch = 30 fL A A2EXISTINQ SITE BOUNDARY SCALE: 1" = 500' C 2 t r62 L4_ z z 0 UTILITY NOTES 1. RELOCATE EXISTING 10 FOOT FIBERGLASS SATELLITE ANTENNA ALONG WITH SUPPORT POST AND PLATFORM. PROVIDE NEW SIGNAL AND CONTROL WRING IN 2-1 1/2 INCH PVC DUCTS. SEE SH E2 FOR CONTINUATION. E CONTRACTOR SHALL MAINTAIN CONTINUOUS, UNINTERRUPTED SERVICE OF SATELLITE ANTENNA DURING SCHOOL HOURS. CONTRACTOR SHALL SCHEDULE RELOCATION OF THE SATELLITE ANTENNA AFTER SCHOOL HOURS AND SHALL SEQUENCE Gas Meter CONSTRUCTION TO ASSURE SATELLITE IS BACK IN OPERATION BY THE START OF THE NEXT SCHOOL DAY. I I- j fir! I Gas valves ADJUST VALVE BOXES FLUSH WITH PAVEMENT 2. WATER EASEMENT SHOWN FOR NEW WATER LINE AND J EASEMENT SHOWN TO BE VACATED ARE TO BE LEGALLY 8"w RECORDED BY THE SCHOOL BOARD PRIOR TO ACCEPTANCE ~ r { a -�---EXIST, PARKING OF THE WATER LINE BY FREDERICK COUNTY SANITATION AREA bGHTING AUTHORITY. EASEMENT ARE SHOWN IN THEIR DESIGN FIXTURE 'SMALL LOCATIONS. EASEMENT IS TO BE 20' WIDE, CENTERED REMAIN ON THE WATER LINE UTILITIES. uj W SF 3. REFER TO SHEET P1 FOR CONTINUATION OF UTILITIES UNDER BUILDING. j 'G10 1" x 4. GAS SERVICE LINE SHOWN ON THIS SHEET AND THE ....... . DEMOLITION SHEET SHALL BE CONSTRUCTED BY OTHERS. .......... 0 U- 5. WATER LINE SHALL BE INSTALLED TO FREDERICK COUNTY uj SERVICE AUTHORITY SPECIFICATIONS. CLASS NEW WATER MAINS SHALL BE DUCTILE IRON, 52 PIPE. Ln C14 -4—ADJUST VALVE BOX TO MATCH FINAL GRADE U z uj x W....... x ..T ............ ... ... .... .... (10 CONNECT TO ....... G__ EXIST GAS NEW GAS EXIST PARKING MAIM /-REGULATOR AREA LIGHTING ............. VD0. STD 12 FIXTURE TO ........ J _�'Swv [-EXIST PARKING REMAIN AREA LIGHTING EXISTING 20' WIDE FCSA WATER LINE EASEMENT TO BE VACATED FIXTURE TO REMAIN 14 NEW BUILDING -------------- ONNE& TO EXIST WATER MAIN ADDITION C' -7-1-,P-7- -7 -7 F. F. 742.60 N 55*06'200 _77_/_,r_7_77 7 7 7 _7 W 26.88' RELOCATED EXIST FIRE Z 77 -Z HYDRANT ASSEMBLY z -Z -Z-/ -Z Z_z pz -Z ------------- SEE NOTE CONNECT TO EXIST B GAS MAIN AC!= S 34*53'40" W 32.33' WATER MAIN CONNECT TO EXIST WATER MAIN . ........................ ...... - - - - - - - - - - - - - - - - - - - - ___!L55 ____ N 79*53'40" E 44.101 071 VA . .... ........ VA 20' WIDE FCSA WATER LINE EASEMENT (SEE NOTE 2) 00 p BENCHMARK ri —6 1-11 JF BENCHMARK Nails N 53-06'02- W 3 Nails it 24" Oak Tree _mm_ __Q 7;;;; Eiev. 743.93 968.53, x ' X X x x ------ I I I I 3 L N A N F C N / F N A V E L E y N E F N / F GRAD IN � j I SITE PLAN- SCALE: 1"=30' _4 .750--- 750 ---- --- ------ 36" MM -CARVE - - - - - - - - - - - - - - - - - - - - - - - - -40- ---------- ----------- t ---------- A.- - EXfST WATER M -WATER M N 730 f4EW -8 WATER 720 ul 4 Axj_m z Cr T 4-- 10+00 114 .00 -,----'12+00 3+00 14+00 15+00 AWATER LINE PROFILE VER T: i ts = i 6, HORZ: 1"=30' GRAPHIC SCALE 30 0 15 30 60 ( IN FEET ) I inch = 30 ft 120 o i A A 0 o -f-4 z 9Z4 U- 1 0 z Q m to C11) I ELS C") < 2 0 13� 15 ID 0 CDrtt- C) T_ C) c5 Cn LLj :1 C) x CL C) uj l'- < z Z) r'l V) 0 C) 117100 ot� LAJ LIJ C) LAJ ry LL_ AI i 6 Ln z (7) 0 u') Co CL L.Lj V) Z) z 0 1 :2 0 � �'. n 3 -. mm l > O Ci995 mIL!,S, OUVER & WEE19. NC 9502CO03 1-1.00 tDL OCT 16 +ilpm C 3 i Y I t OREPLACE CURB INLET WITH NEW MANHOLE TOP=742.00 ` INV. IN=733.06 24") INV. IN=734.50 6"-SEE SH P1) INV. OUT=33.32 9 1(30") B�VDOT STD DI-3B L=6' TOP 739.39 (SEE MANHOLE ACCESS PANEL DETAIL SH C5) Grate Top=739.00 Inv.=735.50 INV. OUT=734010 Sri \ \ Si Q0 0 0 I 0 , I ( 0 0 ; 0 Cys I N � �0 li l \ \ I \ \ I o ;I f 0 f ' tit0 0 rem w zz 0 01 OVDOT STD DI-1 TOP=739.65 INV. OUT=736.00 OCONSTRUCT NEW MANHOLE CENTERED ON NEW WALK AND OVER EXISTING LINE TOP=741.10 (FLUSH WITH NEW CONIC WALK) FLOW LINE INVERT=732.00 INV. IN=732.03 (30INV. IN= 7. INV. OUT 731 9i ((30�) r Top= 738.20 r " Out=729.82 I In=730.01 o. + + X + I + + x + r +' i II+ CONSTRUCT NEW x + MANHOLE CENTERED + , ON NEW WALK + 51 TOP=741.85 (FLUSH WITH ' + NEW CONC WVFY + + INV. IN=738.85 (3 - 4" PI :.. + CONTRACTOR SHALL FIELD I x I INV. OUT=738.18 I � I+ a - ------------------- II ' a••= I I I PAVEMENT SHALL MATCH py " ! !EXITING DROP INLET TOP PAVEMENT SHALL MATCH EXISTING GRADE STD CG-12 SWV I I f Catch Bas , Top- 741 6 Catch Basin - --- -- - --__ - - out=738. r /i Top= 740.06 IP out=734.06 NEW BUILDING " ADDITION - REPLACE 10 LF OF EXISTING PIPE .O r I� I 24"C,up - _ SEE NOTE 3 F.F•=742.60 AT SAME SLOPE AND INVERTS -SEE NOTE 3 f r 40 LF-12" it :' `Manhole j PIPE 0 1.58% ,,_;_ �+ Rim=741.61 ---- - - - - -- - - - -}: �, Out=731.45 A -- -- --r----------------------30"CMP -- -- - --fY; In-7 1 7 W RCP CL. II ® 1„58%19 L = ln(15 p4c)=7.31.85 ; I�B------------- -------------- PROVIDE GUTTER SHALL MEET Ip TREE EXISTING PAVEMENT FLUSH PROTECTION - �C W00 2. o i 4 - _. BENCHMARK N 5° i 3.8 4U 1 3 Naiis ;n !� 3.06 0"" 2_2' w z 24" Oak Tree " ( ---120 LF-15 RCP 44.9 42 1 �- _- o_ CL. III 1.50� 20 LF-6" STORM DRAIN PIPE--' .D - 43.9 Elev.=743.93 1 _ ° ALIGN WITH CENTER OF DIT 47.1 44.946 96$ 5� `� = -' ---_x x • 7 4 1-- NEW PAVEMENT r I ! x x x-x x 47. r r r - MATCH EXISTING GRADE L I N A W E A V E R C O O L E Y N/ F 3 N E F F N/F I ! 000 r C R A D Y 4 r r � r OD r r r r SITE PLAN - SCALE: 1 "=30' I r i . 1. SET POSTS AND EXCAVATE A 4"X4" TRENCH UPSLOPE ALONG THE LINE OF POSTS. 3. ATTACH THE FILTER FABRIC TO THE WIRE FENCE AND EXTEND IT INTO THE TRENCH. FILTER FAB 4" 2. STAPLE WIRE FENCING TO THE POSTS.i. 4. BACKFILL AND COMPACT THE EXCAVATED SOIL. EXTENSION OF FABRIC AND WIRE INTO THE TRENCH. CONSTRUCTION OF A SILT FENCE NO SCALE NOTE: STRAW BALES MAY BE USED IN LIEU OF FABRIC AROUND CATCH BASINS. BALES SHALL BE IMBEDDED 4" INTO GROUND AND SECURELY STAKED IN PLACE. THIS METHOD IS APPLICABLE WHERE THE INLET DRAINS AN AREA WITH SLOPES LESS THAN 5% AND SHEET OR OVERLAND FLOWS ARE LESS THAN 0.5 CFS (TYP). THE METHOD DOES NOT APPLY TO AREAS RECEIVING CONCENTRATED FLOWS, SUCH AS IN A STREET OR HIGHWAY MEDIAN. A A 1 T P 1 "x2" WOOD CATCH BASIN POSTS 3' LONG ABRIC FABRIC ) GROUND SECTION A -A CATCH BASIN PROTECTION (BP) NO SCALE GRAVEL FILTER 1211 WIRE MESH RUNOFF WATER �. FILTERED WATER I I -I I I I Ill 1 2 SEDIMENT III CONCRETE GU TIER CURB INLET SPECIFIC APPLICATION THIS METHOD OF INLET PROTECTION IS APPLICABLE AT CURB INLETS WHERE PONDING IN FRONT OF THE STRUCTURE IS NOT LIKELY TO CAUSE INCONVENIENCE OR DAMAGE TO ADJACENT STRUCTURES AND UNPROTECTED AREAS, GRAVEL CURB INLET SEDIMENT FILTER NO SCALE 30 0 GRADING AND STORM DRAINAGE NOTES 1. RAISE OR LOWER MANHOLE TOPS AND VALVE BOX COVERS AS NECESSARY TO PLACE TOPS AND COVERS FLUSH WITH FINAL GRADE. 2. COORDINATE WORK WITH SCHOOL PERSONNEL TO MINIMIZE INTERFERENCE WITH SCHOOL ACTIVITIES. 3. REFER TO PLUMBING PLAN, SHEET P1, FOR ALL UTILITY WORK IN BUILDING FOOTPRINT AREA AND UNDER FLOOR SLAB. 4. ALL NEW CONCRETE WALKS AND CURB & GUTTER SHALL MEET FLUSH WITH EXISTING CONCRETE. 5. THIS PLAN REPRESENTS SITE CONDITIONS IN COMPLETED STATE. FOR DEMOLITION ITEMS SEE SHEET C2. EROSION CONTROL NOTES: 1. UNLESS OTHERWISE NOTED, ALL EROSION AND SEDIMENTATION CONTROL PRACTICES SHALL BE IN ACCORDANCE WITH THE VIRGINIA EROSION AND SEDIMENTATION CONTROL HANDBOOK, LATEST EDITION, CONTRACTOR SHALL BE RESPONSIBLE FOR ALL GUIDELINES AND PROVISIONS SET FORTH IN THE EROSION CONTROL NARRATIVE. 2. THE PLAN APPROVING AUTHORITY SHALL BE NOTIFIED BY THE CONTRACTOR ONE WEEK PRIOR TO THE PRECONSTRUCTION CONFERENCE, ONE WEEK PRIOR TO COMMENCEMENT OF THE LAND DISTURBING ACTIVITY, AND ONE WEEK PRIOR TO THE FINAL INSPECTION. 3. 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. 4. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON THE SITE AT ALL TIMES. 5. 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. 6. CONTRACTOR SHALL INSTALL ANY ADDITIONAL EROSION CONTROL MEASURES DEEMED NECESSARY BY THE OWNERS AGENT/ NSPECTOR OR THE PLAN APPROVING AUTHORITY AT NO ADDITIONAL COST TO THE OWNER, 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 SHALL BE PUMPED INTO AN APPROVED FILTERING DEVICE. DISCHARGED IN A MANNER THAT DOES NOT ADVERSELY AFFECT FLOWING STREAMS OR OFF -SITE PROPERTY. 9. 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. 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. 11. SOIL STOCKPILES SHALL BE STABILIZED OR PROTECTED WITH SEDIMENT TRAPPING MEASURES. 12, 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. 13. STABILIZATION MEASURES SHALL BE APPLIED TO EARTHEN STRUCTURES SUCH AS DAMS, DIKES AND DIVERSIONS IMMEDIATELY AFTER INSTALLATION. 14 EXCAVATED MATERIAL SHALL BE PLACED ON THE UPHILL SIDE OF TRENCHES FOR UNDERGROUND UTILITIES. 15. 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. 16. 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 ST'D. & SPEC. PS PERMANENT SEEDING 3.32 SF SILT FENCE 3.05 IP INLET PROTECTION 3.07 GRAPHIC SCALE 15 30 so o rn G �O � c1t I etm 0 U yc W n � W W •d W a N a 0. r�1 � OA � � I pry 01-1 r=1CQ I-- z: C) ._.. F-- z z 0 01-1 > 0 Q m 0 .._J 0 C U Z U w 0 IZ O w F- r� M ~ Cn O c� Z Y Q 0 0f � Ld w CK Ll- z Q N O WLd F- 0 U r- zI J zI 01 O' �i g! 0� 01 �I mi ctj I , I a� ro a ca d w W V Z Q z J CL Q x U LL1 r ^w V _Z < Z LLJ ^� LLJ W ® 1995 HILLS, .iuvm h w8B, MC. Qrnxma tit nn I -Ix SFf 18 1:31 om (IN') 1 inch = 30 ft. C4 8" , O.D. 8" STONE AGGREGATE GENERAL BACKFILL 24" CAREFULLY COMPACTED SELECT BACKFILL Q WATER MAIN TRENCH BEDDING NO SCALE 3" MIN, 12" M AX. 3" OR 4" REINFORCED CONC. OR BRICK ADJUSTING RINGS 24" I. D. IT I �I I� SECTION NOTE: MATERIALS AND FABRICATION IN ACCORDANCE WITH ASTM C478, CONE WILL BE OF THE ECCENTRIC TYPE. CONNECT PIPE TO SECTION WITH APPROVED FLEXIBLE WATER -TIGHT SLEEVE OR GASKET (INTERSPACE OR EQUAL). STORM SEWER PRECAST STANDARD MANHOLE ECCENTRIC WITH MONOLITHIC BASE NO SCALE 1/4" R PAVEMENT REPAIRS NO SCALE SEE PLAN FOR WIDTH S-5 ASPHALT PATCH, TWICE THICKNESS OF EXISTING PAVEMENT SECTION (2" MIN.) TACK COAT EXIST PAV'T PRIME COAT COMPACTED GRAVEL BACKFILL, SEE PIPE BEDDING DETAIL 4000 psi CONC. REINF. WITH 6x6 - W1.4xW1.4 WWF, OR FIBROUS REINFORCING a SLOPE TO DRAIN (Y4"/FT) f' �.% (�*,C� . -a�., 1= \ `...t {y-�{( �� �,tri �i; 1^Il �t r;74�.� %�f f xl - ,/ ~t � / 'Z i' r � �' /'��f i' �4 '� �\� `/ -{�f� •'� > �i �l w � \f �,f �� f � � �f !' � �� 4" CRUSHED STONE COMPACTED SUBGRADE CONCRETE SIDEWALK NO SCALE SEAL UNDER CASTING AND ALL JOINTS WITH PIPE 1 1 /2 STD RAILING BUTYL RUBBER ROPE SEALER, AASHTO M-198 NOTE: BENCH FROM CROWN OF PIPE TO WALL 3"/FT. SLOPE 2500# CONCRETE 0 I CV SEE SITE PLAN FOR J NUMBER OF RISERS. < � W o �O c!1 1' -0" 1'-0" 1'-0" uj FACE OF TREAD z AND OF PIPE �0- �� N FACE OF RAILING TREAD 1 112" O 0�0., ~ o CHEEKWALL� `- o o CV I #4010" E. W. o QQ O Oo a O �O O EXTERIOR STAIR SECTION 3/4"=1'-0" I EXT. STAIR ELEVATION 3/4"=1'-0" AILING WALL WALK TACK COAT PRIME COAT COMPACTED SUBGRADE PRIME COAT COMPACTED SUBGRADE PB-1 NO PROJECTION OF PIPE ABOVE GROUND LINE TOP OF FILL. TOP OF FILL—^ TOP OF FILL GROUND LINE GROUND LINE .. ..,..,.._ _. GROUND ItNE %" ,",�, -:.._.._. r �";;� `•�r�t' '�',.rr'= ,' d f d J } EARTH x -ROCK OR �d EARTH f� UNYIELDING SOIL X MIN. i D i o ... 4" BEDDING MIN.''-0 , o j - . BEDDING i .c " MATERIAL MIN.''—D ' ° J fi''y� BEDDING t� T '' MATERIAL X a - - MATERIAL "X" J r DIMENSION TO BE MAINTAINED TO THE TOP OF THE PIPE 2" PER FOOT X F1 a {� t.. FIRM BEARING SOIL OF H, MIN 8" X NORMAL EARTH FOUNDATION 24" MAX "X" DIMENSION TO BE MAINTAINED TO THE TOP OF THE PIPE. FOUNDATION SOFT, YIELDING, OR ' MAY BE ELIMINATED UNDER ENTRANCE PIPE ROCK FOUNDATION OTHERWISE UNSUITABLE MATERIAL WHERE DIRECTED BY ENGINEER PIPE PROJECTING ABOVE GROUND LINE TOP OF FILL TOP OF FILL TOP OF FILL - M�+i D D a{ - D I4ttIV _. I d d GROUND - �`.: d GROUND GROUND f. ,. ~LINE Y. tiC.LINE c� _ _ x' LINE _ . ROCK. MIN. D OP MIN.,'° D _,—.r��,` %' UNYIELDING SOIL MIN. �©p i.11t'l,F'�� ; EARTH 4" BEDDING EARTH MATERIAL` '—" PER FOOT X BEDDING 2 FIRM BEARING SOIL OR� BEDDING DEPTH SHOWN ON PLANS MATERIAL OF H, MIN 8" I �- I X 1 MATERIAL 24' MAX. NORMAL EARTH FOUNDATION ROCK FOUNDATION FOUNDATION SOFT, YIELDING, OR OTHERWISE UNSUITABLE MATERIAL CULVERTS LESS THAN d=36" FLEXIBLE PIPE X = D + 12" MIN AS SHOWN ON TABLES D + 24" MAX. H = HEIGHT OF COVER MEASURED FROM THE TOP OF DRAINAGE STRUCTURE TO CULVERTS WHERE d=36" AND OVER FINISHED GRADE. X = D + 36" - BEDDING MATERIAL IN ACCORDANCE WITH SECTION 302.02 OF THE ROAD AND BRIDGE SPECIFICATIONS. METHOD "A" PIPE BEDDING SHALL BE USED AS FOLLOWS UNLESS OTHERWISE NOTED ON PLANS: ��'''` - BACKFILL MATERIAL IN ACCORDANCE WITH SECTION 302.07 OF THE ROAD AND BRIDGE SPECIFICATIONS. RIGID PIPE (� FILLS UP TO 30' (NO PROJECTION OF PIPE ABOVE L_J - EMBANKMENT GROUND LINE.) FILLS UP TO 30' (PIPE PROJECTION ABOVE GROUND LINE.) BEDDING REQUIREMENTS DETAILED UNDER METHOD A, PROJECTION CONDITION, ARE APPLICABLE TO METHOD 81 AND 82. PIPE BEDDING DETAIL -- VDOT STANDARD PB-1 NO SCALE SECTION NEW PAVEMENT SECTION NO SCALE - Q CV cV O I I (cn m_ CV La-. O �,. SECTION NEW ATHLETIC FIELD DRIVE PAVEMENT SECTION NO SCALE STD. VDOT CG-6 (SEE VDOT ROAD AND BRIDGE STANDARDS FOR FURTHER DETAILS) TYP. WALK -SEE PLAN FOR WIDTH — CONSTRUCT FLUSH WITH EXISTING PAVEMENT SLOPE d- 1/4":1'-O"(MAX.) 0 cv i- 6" 2'-0„ 2' -1 1 " 4000 PSI CONC. REINF. W/ 6 X 6 - W1.4 X W1.4 WWF CRUSHED STONE COMPACTED SUBGRADE TYPICAL CONCRETE WALK & CURB AND GUTTER SECTION NO SCALE ol / IA" ANGI E FRAME �\ PAN -- a tV �� / SECTION MANHOLE ACCESS PANEL DETAILS NO SCALE co co c b p 0 0 t � U i G7 0 • o rn � �o 02 1 d � rr �0 co O � W ao a� w N td 0/� , ai > +f� � ca V C\2 -� o t12 E-� z O Q F--- z ca G1 af > 0 o O O U co cn z t— V w o 0 ckf CL 0 �-- z o III z Y Q U IEy o LLJ w _ ck:: V) z rn a� CL rn A uj 0 r z zl o'I 3 0 3t m a� i0. ��. 0 ! 995 MILLS, OU kR k WE38. INC. 9502CO05 1=1.00 tDL OCT 05 12: ♦1 pr,