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Home My WebLink About21-05 11th Elementary School - School - Shawnee - BackfileADJUSTED TM 76-((A))-5 MARK D. SMITH, ET UX DARYL R. RUSSELL, ET UX CHRISTOPHER B. RUSSELL, ET UX INSTRUMENT NO. 000012271 INSTRUMENT NO. 020022179 INSTRUMENT NO. 020022182 85.5124 ACRES (BY SUBTRACTION) ZONE: RA USE: AGRL I: i Oj BUS LOOP } } 6 r 01 / Ell lommlomm PROPOSED ELEMENTARY SCHOOL FFE=714.00 EXISTING MIDDLE SCHOOL BUILDING FFE = 718.67 `u VfLN If- SICK COUNTY, ENT NO. 03C 7 ACRES ADJ RA USE:y 1" 100'-0" ADJUSTED TM 64-((5))-B MARK D. SMITH & ARLENE D. SMITH, DARYL R. RUSSELL, ET UX & CHRISTOPHER B. RUSSELL, ET UX INSTRUMENT NO, 000012271 INSTRUMENT NO. 020022179 INSTRUMENT NO. 020022182 50.3734 ACRES REMAINING (FROM SUBTRACTION) ZONE: RA USE: AGRL N4t32'4I-W 902.69' BRL - - PAVED PLAY IOi� 50, 0 100' 200' 04 TM 76-((A))-138 LAURA S. VANMETER W8. 107 PG. 222 ZONE: RA USE: AGRL If ) / I � o � TM 76-((A))-96 i h FORT HILL FARM, L.P. DB. 754 PG. 1415 ZONE: RA USE: AGRL PROPERTY CURVE TABLE CURVE DELTA ANGLE TANGENT CHORD LENGTH CHORD DIRECTION LENGTH RADIUS Cl 6227'38" 606.35 1036.98 N76'15'01"E 1090.14 1000.00 C2 68'00'18" 1 138.29 229.28 S7328'41"W 243.32 205.00 JWES P64 . BUktNlIXZER & MARY L TAYLOR D6. 600 fWG. 25 ZONE RA USE RES0.. TM 64-((A))-32 MARGARET C. WIIUS, E7 AL 1,67R4 USE oRESIDIW 39 5 � ZWQ4E RA USE TMf 64-((,U)-30 WAKEMAN MWOR LAND TRUS7 DB. 776 PG 6W ZONE PA USE RESIO WAKONN MANOR LAND TRUST D& 776 PC. 6B5 iN 76-((A))-1 20AE AA USE RESID. %974V0041 MOLE GCURi$ WC. D9. 321 PG 05 DB. 635 PG 1171 SEE ALSO: Dd 946 All 362 ZONE: MN-1 USE, R6.SID. TM 76-(1.4))-2 JUBILEE CHR/STNN CEWTER DB. 804 PG. 1458 ZONE• RA USE REMOUS TM 76-((A))-34 GEORGE L MINER D.B 501 PG. J55 ZONE 82 USE CQVMERC14L IN 76-((A))-4 GEORGE & JO W MAZER PARTNERSh7P Da 516 Fr.f09 ZONE.• B1 USE COMMEPCLIL IM 76-((A))-6 - WALLACE PERRY, JR. DR 297 PC 116 ZONE RA USE: AM 774 76-((1))-C DOU2L4S J. KERN & DONNA A KERN D9. 650 PG 50 ZOW RA USE REED. LEGEND EXISTING DEMO NEW DESCRIPTION - - - - 2050 - - - - 2050 --- CONTOURS 075.00 SPOT ELEVATIONS CONCRETE CURB CONCRETE CURB & GUTTER CONCRETE PAD/WALK PAVEMENT -- ---- - ---- ---- GRAVEL ® BUILDING SITE FEATURES - X x X jf- - - - - - - - - - PROPERTY LINE - CENTERLINE OR BASELINE ® BENCHMARK ---- SD ---- ---- SD- - -- -SD- STORM SEWER LINE - - I.} - - CURB INLET [_a - -14 DROP INLET n u - -- u Rao- END SECTION / END WALL QS L7 MANHOLE -G- ----G---- G GAS LINE ----5----- - -5---- -SS- SANITARY SEWER a CO CC ♦ CID CLEANOUT ----W----- ----W--- -W- WATER LINE ® ® ® GATE VALVE S� WATER METER Y FIRE HYDRANT ( Yu. HANDICAP PARKING TREE LINE T T SIGN C SIGNS PROPERTY COORDINATES COORDINATE DESCRIP-1ON NORTHING EASTING 100 PROP COR 7093674.07 11582367.68 101 PROP COR 7093739.28 11582587.50 102 PROP COR 7093985.74 11583594.74 103 PROP COR 7094029.47 11583638.50 104 PROP COR 7093386.11 11584271.70 105 PROP COR 7093125.68 1158388421 106 PROP CCR 7092802.84 11583411.22 I O IM A4-((A))-37 It RUSSELL & R RUSSELL AGM N0. 010012789 / P.1 LASE ACRI. O c \\ 1� ALVUSIE n PARCEL 76- 5 -A IDOL= ACRES ZOW_ RA USE AGR1. Q F GW7 w--___�_ -----D AD!(57ED 71( PARCEL 76- C 106.02 ACRES ZONE RA IASE ACRL TM 76-((1))-I1 LI4D1 B. SHOCKEY OB. 662 PG. 241 ZONE RA USE AGA A PARCEL 10& ACRES ZOAF. RA USE- AGRL rM 64gw)-ale 1NRK D. SWW & ARIEW D. SWiN A57Rl fW NO. 00001=271 zONE fa USE REsmra / ADJUSTED 7M IlY6f D. A� _ & fM. Q1�PIL a/A�pp. ppp2pppp�y1p�22777g1 N0. 020022fB2 ZONE.. RA USE AGM TM 76-((N)-138 LAURA S 14-METER W .. 107 PG 222 ZONE RA USE AGRI. TM 76-((A))-96 FORT HILL FARO, LP. D6. 754 PG 1415 ZONEIBA USE AGRI. LOCATION PLAN SCALE: 1" = 400' GENERAL PLAN NOTES 1. OWNERAEVELOPER: FREDERICK COUNTY SCHOOL BOARD SUPERINTENDENT OF SCHOOLS 1415 AMHERST STREET WINCHESTER, VA 22601 (540) 622-3888 2. ARCHITECT/ENGINEER: OLIVER, WEBB, PAPPAS & RHUDY, INC. 200 COUNTRY CLUB DRIVE PLAZA ONE, BUILDING "E" BLACKSBURG, VA 24060 (540) 552-2151 FAX (540) 951-0219 3. SITE AREA: TOTAL SITE AREA 25.00 ACRES TOTAL DISTURBED SITE AREA 18.50 ACRES 4. ZONING: RURAL AREAS (RA) 5. MAGESTERIAL DISTRICT: SHAWNEE 6. BUILDING INFORMATION: BUILDING HEIGHT 1 STORY - 27' AT GYM BUILDING USE EDUCATIONAL BUILDING AREA 82.585 SQ.FT. (INCLUDING ALTERNATE) FLOOR AREA RATIO = 0.08 7. SURVEY INFORMATION SUPPLIED BY GREENWAY ENGINEERING, WINCHESTER VIRGINIA DATED JAN. 3, 2003 WITH UPDATES ON 1/28/03, 3/13/03, 4/8/03, AND 3/16/05. 8. CONTRACTOR SHALL HAVE A LICENSED LAND SURVEYOR RESET ANY BENCHMARK DISTURBED DURING CONSTRUCTION AND SHALL NOTE THE NEW LOCATION AND ELEVATION ON THE AS -BUILT DRAWINGS. 9. ALL EXISTING SITE FEATURES DAMAGED AS A RESULT OF THE CONTRACTOR'S ACTIONS SHALL BE REPLACED OR REPAIRED AS DIRECTED BY THE ARCHITECT/ENGINEER AT NO ADDITIONAL COST TO THE OWNER. 10. PROPERTY IDENTIFICATION NUMBER (PIN) 64 ((A)) 37C. 11. ALL SIGNS TO BE INSTALLED ON THE SITE SHALL BE ISSUED A SIGN PERMIT BY THE DEPARTMENT OF BUILDING INSPECTIONS PRIOR TO INSTALLATION; CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION OF THIS PERMIT ACQUISITION. PARKING SPACE CALCULATIONS 1 SPACE FOR EVERY 4 STUDENTS 650 STUDENTS = 163 SPACES TOTAL PARKING REQUIRED = 163 SPACES TOTAL PARKING PROVIDED = 167 SPACES TOTAL HQ PARKING REQUIRED = 5 SPACES TOTAL HQ PARKING PROVIDED = 6 SPACES APPROVED BY ZONING ADMINISTRATOR APPROVAL SIGNATURE DATE OF APPROVAL THIS SITE PLAN SHALL BE VALID FOR A PERIOD OF FIVE (5) YEARS FROM DATE OF APPROVAL. CIVIL PLAN SHEET TABLE OF CONTENTS CIA OVERALL SITE PLAN C1.2 DIMENSIONAL PLAN C1.3 DIMENSIONAL PLAN DETAILS C2.1 UTILITY PLAN C2.2 UTILITY PROFILES & DETAILS C3.1 GRADING PLAN C3.2 STORM DRAINAGE PLAN C3.3 GRADING & STORM DRAINAGE PROFILES C3.4 GRADING & STORM DRAINAGE DETAILS C4.1 EROSION CONTROL PLAN C4.2 EROSION CONTROL DETAILS C4.3 EROSION CONTROL DETAILS VICINITY MAP 31 EXIT 313 SI 1% IHNE PROJECT LOCATION - ACCESS FROM JJSTIS DR / ROSA UI ADJACENT TO NEW MDDtE SCHOOL WINCHESTER REGIONAL AIRPORT DR T OFO� TO D. P CERTIFICATE No. 87 s /ORIXAL g�� J <_ � z O cr = s U a � o a I Q M p Z z W U W � J a W w = I- z I- o z U W K W o J w W z Q J n W V J J a \W 0 COORDINATE TABLE COORDINATE DESCRIPTION NORTH14G EASTING 200 BLDG COR 7093680.22 11583283.78 201 BLDG COR 7093272.39 11583398.04 202 BLDG COR 7093270.31 11583295.99 203 BUS LOOP CL 7093704.25 11582738.93 204 BUS LOOPCL 7093735.05 11583174.49 205 FIRE LANE CL 7093690.88 11583181.56 206 FIRE LANE CL 7093182.58 11583167.50 207 MAINCL 7093105.59 11583103.21 208 MAINCL 7093699,16 1158239224 209 DELETED DELETED DELETED 210 DELETED DELETED DELETED 211 MAINCL 7093325,36 11583028.77 212 MAINCL 7093232.48 11582951.22 213 PE FIELD 7093143.32 11583372,68 214 PE FIELD 709301514 11583526.21 215 PE FIELD 7092989.79 11583244.50 216 PE FIELD 7093221,94 11583611.90 217 PEFIELD 7093241.56 11583831.03 218 PE FIELD 7093640.27 11583574.46 219 PE FIELD 7093659.88 11583793.58 220 ALTCL 7093471.18 11582665.31 221 ALTCL 7093564.07 11582742.85 CENTERLINE LINE TABLE LINE LENGTH BEARING L1 472.68 N50'08'32"W L2 255.50 N50'08'32"W L3 198.00 N50'08'32"W L4 121.00 S39'51'28'W L5 255.50 N50'08'32"W L6 121.00 S39'51'28"W L7 251.31 N84'51' 8"E LB 77.67 N39'51'28"E 1-9 222.74 N05'08'32"W L10 158.86 N50'08'32"W L11 134.33 S84'51'28"W L12 261.35 S50'08'32"E L13 218.73 N39'51'28"E L14 18.23 1 N17'30'52"W L15 116.96 N50'08'32"W L16 121.00 S39'S1'28"W L17 9.21 CENTERLINE CURVE TABLE CURVE DELTA ANGLE TANGENT CHORD LENGTH CHORD DIRECTION LENGTH RADIUS C3 45'00'00' 23.82 44.01 N62' 1'28'E 45.16 57.50 C4 45'00'00' 23.82 44.01 N17'21'28"E 45.16 57.50 C5 45'00'00' 23.82 44.01 N27'38'32"W 45.16 57.50 C6 45 '00" 23.82 44.01 N72.38'32"W 45.16 57.50 C7 90,00,00, 55.00 77.78 N84'51'28"E 86.39 55.00 C8 57 22'20' 30.09 52.80 N11'10'18"E 55.07 55.00 C9 22.50 39.22 40.99 40.00 0 0 0 a 80.00' i ° in a Lu N a a0 y Q - 40.00• El' HIGH BASKETBALL 10' HIGH BASKETBALL 8' HIGH BASKETBALL 5' 5' GOAL �. GOAL GOAL FUEL OIL TANK SEE MECH o -. 10.00° r 10.00' TRANSFORMER a YAD•M. EXPOSED AGGREGATE FINISH TOR ON BOTH RAMP SURFACES m q �� SEE ELEC GROUND PROTECTOR 3'-0" DIA 4" THICK, 12" DEEP CONCRETE �' c� z c9 z o y� H o o g GENERATOR ° ° WATERPROOF CEMENT FLASH COLLAR r ACROSS BACK OF HC RAMP ., w Z5 w 5 v m 2.00' . / SEE ELEC ° SEALANT A�,� " H p "`LNG z z d A ° a ° e ;n COT-CONC SIDEWALK w D w D ° a ° I FLAG POLE WOOD WEDGES (LOOSE) � —CONC CURB c�i a > a ° 25.00' c> > ° tl ,. a �, e..> • � VDOT CG-126 ©© 0 z o CONIC LOADING ° POCK GONG STEPS ° . a? d Ncq °•• `. 1 o Q c a 9 0 r`/\\/\\ \ \ /\\�\�i �.•\//\ / �I HANDICAP CURB CUT RAMP (TYP) NO SCALE W G Ill CV �." " q 4 .ALL.STRIPING .SHALL BE .2* WIDE YELLOW. ° - 6' HIGH BOARD INSIDE OFFEN E ° / \ i7 METAL TUBE .• '� � •�� ° off HOPSCOTCH COURTS SHALL - 1" WIDE' YELLOW PVMT MARKING PAINT - - SCREEN FENCE - SHALL BE.FLU H - a FENCE PANELS SHALL W/ SCE OF NC BE CONSTRUCTED a ° d OF "TREX' MATERIAL oe DUMPtTER ° - - TAMP W SCREENED l . DRY SAND as o all s 0 CONSIST OF 12"X12 SQUARES PVMT MARKING PAINT - - - - MECH UNITS °.6"X6" POSTS ° d SEE FOOD INSIDE OF FENCE PRESSURE SERV PLANS SHALL BE FLUSH-/ as PRESSF,D STEEL WEDGES --15.p0' -7.50' 7.50' •• E+ NUMBER BE SHALL • - 5"HIGH • a W/ BACK OF CURB q 02 10.6T 9'-- - , O ;Y4" LIGHTNING GROUND 1 2" ASPHALT SURFACE COURSE p„ d �•" z3 d _ s' SWING GATE ° 4 SPIKE WELDED TO BOTTOM VDOT SM-9.5A 1/47:1 _SLOPE 6. CONIC HIGH ° : ° CONIC LOADING b ^p WOOD POST TO .`AREA PAB 8 °. a PLATE rn HOLD GATE OPEN � 8' HIGH BASKETBALL - 16' HIGH - - BASKETBALL 8' HIGH BASKETBALL ° - . - a 6" AGGREGATE BASEC3UBGRADE GOAL 13.33' 26.6T GQ2L 28.6T 13.33' GOAL G�_? g d ° n a FLAGPOLE BASE DETAIL NO SCALE VDOT 20UBSE w _ c`iw a FIRE LANE SECTIONp ° s NO SCALE p > O A • •y O � -- Q al w PAVED PLAY AREA #1 j a �4 ° LOADING DOCK AREA en 4000 PSI AIR ENTRAINED ASPHALT PVMT AND CONC CONCRETE PAD PAD SHALL MATCH FLUSH 4000 psi CONG. REINF. WITH W R FIBROS REINFORCING ° 10' 5' 0 10' 20' I 1" = 10'-0" ° ,o' S o ,o, z0' o ° ° ° 4 1" = 10-0" 4 ° ° ° ° o --------- —_^ 0 0 1L_ b r rp i \/\ \\ SEE PLAN FOR WIDTH a SLOPE TO DRAIN 1k" MAX .' a •• �� -�� W SIGN LEGEND 6" COMPACTED ,._0.\'\�/\\ AGGREGATE BASE/T/// //////// J ¢ o Z HC OR FIRE LANE SKIN`;%```�`�,\\�,\\,\\,\\\� O � 1 #5 O 12 EW COMPACTED SUBGRADE 4" AGGREGATE BASE COMPACTED SUBGRADE = S 8 -1" 80.00, O PANELBOARD SIGN CONC. LOADING AREA PAD CONCRETE SIDEWALK N 40.00' — NO SCALE NO SCALE ¢o 10 HIGH BASKETBALL GOAL d . 10 HIGH BASKETBALL GOAL 1" DEEP ROUTE 6'-11" r -------- 1" SPACE TO Q a7 ~ Z z 144" I 4" CONCRETE SLAB; SEE STRUCTURAL PLANS FINISHED GRADE 4" ACE OF CURB FREDERICK COUNTY T . ' s TOP OF SIGN TYPICALS NEW ELEMENTARY SCHOOL . 41 o VAPOR BARRIER ---NEW 4• POROUS FILL 2'R \//\//\// '- w � W w 0 6.00' -^I 4 o GN PANEL(S)\\/\\�\ �O o _ \\/ //\//\// �SURzFACEr LJJ J a 1--12.00' 6.00' \r� �i�/%/%//��/%�/� ep w --77 18"X18" BROKEN LINE SIGN A COMPACTED SUBGRADE // �_. \ BASE F- IN ONE CORNER NO SCALE /� ¢ = r- i 1TREA PRESSURE TREATED PAST BUILDING SLAB CONCRETE COMP SUBGRADE Z V I 48"� d N4MaE 1 IL¢ SLOPE PTO W RDS P� UP RED WITH 1/2• T wHI,E BORDER STOP 1 SECTION DETAIL NO SCALE VDOT STANDARD /� \! Y w w w ° - BASKETBALL GOAL :'O. .I .p0 - - - o m B' HIGH BASKETBALL DRAIN WATER AWAY FINAL GRADE f 0'-O" ° EACH SIDE OF OCTAGON p SIGN B 6 CURB (C G — 2 i NO SCALE W 2" VDOT sM-9.5A ° O z . - GOAL ALL STRIPING SHALL - F,,, 4"0 POST HO FILLED W/ CO .� -CONTINUE POST AND CONCRETE DOWN 36" NO SCALE SURFACE COURSE 3" VDOT IM-19.OA INTERMEDIATE COURSE r--8" VDOT 21-B BASE g o 0 0 ¢ 4 ,yg•_�I 1. L . - 12 BE- 2" WIDE YELLOW . PVMT MARKING `PAINT _ _ WOODEN MONUMENT BELOW FINAL GRADE —TYPE -TYPE SIGN DETAIL BUSES ONLY 1 SIGN C _ /\/�\\/\\/\\/\�/\\ \�RSE (COMPACTED) //\�/\�/\\�/�/ COMPACTED SUBGRADE TYPE 1 FINISH FACE OF CURB THE BUTTER OF THE CURB GRADE 'I 4" R2• AND GUTTER MAY BE a CONSTRUCTED PARALLEL TO L �.. THE SLOPE OF SUBSURFACE �I=il fO _' COURSES PROVIDED A 4 MINIMUM DEPTH OF 7" IS T 4 MAINTAINED 0 y SCALE , NO SCALE PAVEMENT DETAIL THIS AREA MAY BE 1D' HIGH - BASKETBALLS GOAL o . �. D' HIGH BASKETBALL GOAL NO SCALE CONCRETE AT THE CONTRACTOR OPTION OF E 11 g• Y-0" 1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE - A A L)) d I 48"^; <- VISITORS 2• CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 psi IF PRECAST. T SERVICE 1 3. THIS CURB IS TO BE USED WHEN DESIGN SPEED IS 40 MPH OR LESS ON RURAL 45 MPH OR LESS IN DEVELOPED URBAN do SUBURBAN AREAS. HIGHWAYS AND V) PAVED PLAY AREA #28" WOODEN MONUMENT -TYPE SIGN; SEE DETAIL ON THIS SHEET SIGN D NO SCALE 2" VDOT SM-9.5A SURFACE MIX �Q VDOT STANDARD CURB AND GUTTER (CG-6) J MONUMENT - / . 10' S' 0 10' 20' _.-....-... VDOT 21-8 BASE / \/C \/ \� O - COURSE (COMPACTED) \/ii\///�///\�/j�///\� NO SCALE W 0 1" = 10'-0" RESERVED ! PARKING METAL SIGN - CHARACTERS I AND BACKGROUND SHALL BE ® 7EGGSHELL, :WOODEN TYPE SIGN; SEE f DETAIL ON THIS SHEET I 10 COMPACTED SUBGRADE TYPE 2 Z Q J - 9 _i MATTE, OR OTHER i NON -GLARE SURFACE MAI®p�l PENALLY SIGN BELOW _ I METAL FIRE LANE SIGN - a FIRE BACKGROUND SHALL BE EGGSHELL, MATTE, OR OTHER PAVEMENT DETAIL NO SCALE STD. VDOT CG-6 OR CG-2 (CG-6 SHOWN) EXPANSION JOINT °- J Q ] f=0-37.6 (MTL) LANE NON -GLARE SURFACE PLAN FOR WIDTH w Q 4'-0' (AST VAN SPACE Oaft STM BOL SIN STAINLESS STEEL EYELET r 2" VDOT SM-9.5A SURFACE MIX / SLOPE N :r 1 4":1'-0"(MAX.) fO N z a i ( PROVIDE X* PLASTIC i 3•-0' COATED STEEL CABLE BETWEEN POSTS AT PAVED i FIRE LANE ENTRANCES 21-B BASE - , r �f \/ C/, ~ COURSE (COMPACTED) \\//� i .. St W _ x NOTE. STAINLESS STEEL COMPACTED SUBGRADE COMPACTED SUBGRADE 2 -0 1 • FABRICATE SIGN PANELS OF 16 go. ALUM. RING W/ LOCK yqg; AGGREGATE BASE 4000 PSI CONIC. REINF. W/ FIBERMESH TYPICAL r CROSSWALK DETAIL 2• USE NON -CORROSIVE HARDWARE FOR ATTACHING SIGN TO POST. HC PARKING SIGN 1 FABRICATE SIGN PANELS OF 16 go. ALUM. 2. USE NON-CORROSIVE LANE RSIGNATIACHING SIGN TO POST. TYPE 3 PAVEMENT DETAIL TYPICAL CONCRETE WALK AND CURB AND GUTTER SECTION ri Q NO SCALE NO SCALE NO SCALE NO SCAB V 1 ■ Y NO SCALE jwz m X � 720 720 FINI ED EXI TING G 46 MIN GRADE 710 710 COVER MIN 700 CLE 700 690 690 NN 00 r.n OWN 00 nn�n'n NM N� 00 ON OM vN G� iN O� i'1 MM1 [V N� ,Orp 00 --m�+n �OoO 20+00 21+00 22+00 23+00 24+00 50' 25' 0 50' 100' WATER LINE PROFILE HORIZONTAL SCALE: 1" = 50'-0" 10' S' 0 10' 20' VERTICAL SCALE: 1" = 10'-O" �1 EM CAP \ \ AONNECT EXIST / 45' BEND-\ 1/ 20' WA R / EASE NT / UE E 20' WATER EASEMENT 45' BEND PROPOSED GAS LINE T BY GAS COMPANY ' SEE NOTE 7 i I i B"X6" TEE FH ASSEMBLY (6') W/ BOLLARDS (2) 5' FROM EDP r 90' E I i TOP=712.00 I TOP=708.34 IN=701.24 IN=703.42 j� I I OUT=701.04 C QUT=7n.'; 99 l D l i 1 / 20' SEWER- /_ EASEMENT b \ \ °AIOT MH 1 1 / 11 s T -714. I -697. 1 1 I I OU =697. 6 i i ' 20' SEWER i I I EASEMENT CORE DRILL EXIST SSMH -& I ( INSTALL WATERTIGHT BOOT G - -- --- - 5% --- n --- --- -- --- --- --,K EXIST SSMH 1 TOP= 709.00 A4- - - - - - - - - EX INV IN=701.80 1 EX INV OUT=695.50 ' \ NEW INV IN=695.70 20' WATER EASEMENT - - - - - - -- - - - - FH ASSEh W/ BOLLA 5' FROM PROPOSED ELEMENTARY SCHOOL FFE=714.00 8'X8" TEE 8'GV 8" PLUG (TAPPED) 2" FIP °i 2" CURB STOP N VDOT MH-1 TOP=713.02 co wve7.70 IN=707.22 31 OUT=707.02 I 2" MECH WATER SERVICE _3 4"SS - CO INV=7.85� j T t 8" WATER SERVICE c+ SIAMESE CONNECTION 31 .I GAS BY GAS CO I 20• WATER I MENT (III I G _ ND L- -U 2 ' Rg0' BENDET0 GSLIEBY GAS COMPANY SEE NOTE 7e2" SEWER�.I EASEMENT I I � 20' SEWER EASEMENT MH-1 O TOP=710.13 IN=705.57 8"X6' TEE FH ASS LY W/ BO RIX J / I / I I I I I � J � 50' 1" = 50'-0" 15 0 50' 100' NOTES FOR INSIDE SERVICE INSTALLATION 1. BOTH WATER SERVICES (DOMESTIC AND FIRE) SHALL BE METERED, AND EACH SHALL HAVE A DOUBLE CHECK BACKFLOW PREVENTION ASSEMBLY. 2. FCSA SHALL REVIEW THE MECHANICAL DRAWINGS CONTAINING THE DOMESTIC AND FIRE SERVICE METERS AND BACKFLOW PREVENTION DEVICES, AND APPROVE THE DESIGNS AND MATERIALS. 3. REFER TO FCSA CONSTRUCTION NOTES 10 AND 11. 4. FOR MATERIAL REQUIREMENTS REFER TO FCSA STANDARDS & SPECIFICATIONS - SECTION 2, PART 2, PARAGRAPHS 7 & 8. GENERAL UTILITY NOTES 1. ALL WATER LINE AND SANITARY SEWER CONSTRUCTION SHALL BE IN CONFORMANCE WITH PROJECT SPECIFICATIONS AND FREDERICK COUNTY SANITATION AUTHORITY SPECIFICATIONS. REFER TO THE FCSA CONSTRUCTION NOTES ON THIS SHEET. 2. CONTRACTOR SHALL CONTACT 'MISS UTILITY (800-552-7001) FOR MARKING OF UTILITIES 72 HOURS PRIOR TO ANY EXCAVATION OR CONSTRUCTION. 3. UTILITIES SHOWN ON THESE PLANS REPRESENT UTILITY LOCATIONS AS DETERMINED FROM A FIELD SURVEY OF ABOVE GROUND UTILITY FEATURES AND RECORD DRAWINGS, CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF ALL UTILITY LOCATIONS, DEPTHS, AND SIZES PRIOR TO CONSTRUCTION. IF EXISTING CONDITIONS ARE DIFFERENT THAN THAT WHICH IS SHOWN ON THE DRAWINGS, NOTIFY THE ARCHITECT/ENGINEER IMMEDIATELY. 4. THERE MAY EXIST UTILITIES WHICH HAVE NOT BEEN SHOWN ON THE PLANS AND OF WHICH THERE IS NO RECORD. IF ACTIVE UTILITIES ARE ENCOUNTERED WHICH WERE NOT INDICATED ON THE DRAWINGS, CONTRACTOR SHALL CONTACT THE APPROPRIATE UTILITY COMPANY AND THE ARCHITECT/ENGINEER IMMEDIATELY. CONTRACTOR SHALL TAKE NECESSARY STEPS TO RESTORE UTILITY SERVICE TO ANY DAMAGED UTILITIES AS SOON AS POSSIBLE. 5. WATER METERS AND BACKFLOW PREVENTION DEVICES SHALL BE LOCATED INSIDE THE BUILDING AND ARE SHOWN ON THE PLUMBING PLANS. 6. THE GREASE INTERCEPTOR FOR THE KITCHEN SHALL BE LOCATED INSIDE THE BUILDING AND ARE SHOWN ON THE PLUMBING PLANS. 7. THE PROPOSED WATER MAIN AND GAS SERVICE LINE SHALL BE INSTALLED IN SEPARATE TRENCHES SEPARATED BY A COLUMN OF UNDISTURBED EARTH. F.C.S.A. CONSTRUCTION NOTES 1. THE AUTHORITYS WATER AND SEWER STANDARDS AND SPECIFICATIONS ARE AVAILABLE AT WWW.FCSA-WATER.COM. 2. THE WATER AND SANITARY SEWER PORTION OF THESE PLANS ARE VALID FOR TWO YEARS FROM DATE OF FCSA APPROVAL. 3. WATER AND SEWER LINES ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THESE PLANS AND SHALL MEET ALL AUTHORITY REUUIREMENTS. 4. THE CONTRACTOR SHALL COORDINATE WITH, AND ARRANGE FOR INSPECTION BY, THE AUTHORITY. 5. WHEN AN EXISTING WATER MAIN IS TAPPED FOR THE INSTALLATION OF A HEW LINE: A) THE AUTHORITY SHALL FURNISH ALL LABOR AND MATERIAL. B) THE DEVELOPER/CONTRACTOR MUST: 1. MAKE APPLICATION AND PAY DEPOSIT. 2. MARK THE TAP LOCATION. 6. THE CONTRACTOR SHALL TIE-IN A NEW SEWER LINE TO AN EXISTING MANHOLE BY CORE DRILLING THE MANHOLE. 7. EXACT LOCATIONS OF WATER AND SEWER SERVICES ON NEW LINES ARE TO BE COORDINATED WITH THE AUTHORITYS INSPECTOR. B. THE AUTHORITYS MAINTENANCE DEPARTMENT SHALL FURNISH AND INSTALL ALL WATER METERS THROUGH 2" IN SIZE. IT IS THE DEVELOPER'S/CONTRACTOR'S RESPONSIBILITY TO HAVE THE METER BOX ASSEMBLY INSTALLED CORRECTLY. BEFORE A PERMANENT METER IS INSTALLED: A) THE METER BOX, WITH ITS FRAME AND COVER, MUST BE PROPERLY ALIGHED WITH THE COPPERSETTER. B) THE FRAME AND COVER SHALL BE SET TO FINAL GRADE. C) THE DISTANCE BETWEEN THE TOP OF THE COVER AND THE COPPERSETTER SHALL BE BETWEEN 18 AND 21 INCHES. D) ALL COMPONENTS OF THE METER BOX ASSEMBLY SHALL BE IN PROPER WORKING ORDER. 9. FOR WATER AND SEWER SERVICES THAT CONNECT TO EXISTING LINES: A) THE LOCATION OF THE SERVICE LATERAL IS TO BE COORDINATED WITH THE AUTHORITYS ENGINEERING ASSISTANT. B) AN APPLICATION FOR SERVICE MUST BE MADE AND FEES PAID BEFORE WORK WILL BEGIN. C) THE AUTHORITY SHALL FURNISH AND INSTALL ALL 5/8", 3/4', AND 1' WATER SERVICES. D) FOR ALL 1 1/2" AND 2" WATER SERVICES, THE AUTHORITY SHALL MAKE THE TAP AND BRING THE PIPING TO THE PROPERTY LINE. THE CONTRACTOR SHALL FURNISH AND INSTALL THE METER VAULT ASSEMBLY. THE AUTHORITY WILL INSTALL THE METER. E) THE AUTHORITY WILL INSTALL ALL SEWER LATERALS. 10. ANY WATER SERVICE LINE MUST HAVE A BACKFLOW PREVENTION ASSEMBLY (DOUBLE CHECK VALVE OR RPZ, AS REQUIRED). THE ASSEMBLY MUST MEET ASSE STANDARD NO. 1015 OR 1013. 11. ALL FIRE LINES SHALL HAVE A FIRE SERVICE METER ASSEMBLY AND A BACKFLOW PREVENTION ASSEMBLY (DETECTOR DOUBLE CHECK VALVE OR RPZ, AS REQUIRED). THE ASSEMBLY SHALL MEET ASSE STANDARD NO. 1048 OR 1G47, RADIO READ REMOTES ARE REQUIRED. WATER LINE COORDINATES NUMBER DESCRIPTION NORTHING EASTING 300 CONN TO EXIST 7093708,33 11583061,75 301 8"X8" TEE 7093688.60 11583065.03 302 45°BEND 7093597.55 11583080.15 303 DELETED DELETED DELETED 304 90'BEND 7093413,42 11582926.42 305 90'BEND 7093241,24 11583132.66 306 FH ASSEMBLY 7093298.30 11583172.48 307 8"XB" TEE 709334,5.71 11583219.88 308 DELETED DELETED DELETED 309 DELETED DELETED DELETED 310 DELETED DELETED DELETED 311 BLDGCONN 7093367,71 11583225.22 312 FH ASSEMBLY 7093498.21 11582987.84 313 FH ASS EMBLY 709359Z57 11583487.31 SANITARY SEWER SCHEDULE SSMH TOP INV IN INV OUT NORTH EAST A 709.00 695.70 695.50 7093331.63 11582101.07 B 714.00 697.46 697.26 7093573.85 11582303.30 C 712.00 701.24 701.04 7093614.75 11582446.53 D 708.34 703.42 703.22 7093358,40 11582753.58 E 710.13 705.57 705.37 7093105.58 11583056.42 F 713.02 707.22 707.02 7093331,65 1 11583245A6 _1 a O z O s U (� C i� Q M O Z z LJ c U L w LJJ O J d LLJ F- N O Z W Y U x L d `d J � w Ld C2.1 I MEN NAME= moomin MEMNON ME MENNEN NIEMEN UNIONS NONEvi MINE �1111111110 =■��Ifi� ovionimmonow WOMEN! �■■�� ■III'■��■I��. 11. �.,'' _r ��aJrn 15110 �!? ■ ��.�!!N■'4.iilMYl:he7S�df1 �j._ ■� I�� ■I _-�!■4!,l�1!!!!�'�l��■II��`.. . _,_....., MEN��.»��ii�ll�■��■il��■II�_r��sl.Ml.l _ IIIEE MEN 1100 r rr 4r rr rr rr rr rr rr rr rr r rrw4crr rr rr rr rr SANITARY SEWER PROFILE i�!l�E�l��fii�i•��_��_�_�_�_�_i•�i•Rl'�ilfiRl' 4MMM r r:r��■i_��li�ii•ii_i.■i_��i•■i•i':�■■ in a ME A 1101powmi��I-- ��■ '_ __ ■■ -�J. ■■ M• m ■�ii i•�� M�-■=1l Ima_FINE M -A■_ 111111�■�- 1♦. IME■I --_-■ 1001 UNMOOR INNEE =MEMO- -�__�--- -_-__■_1■_ is MEN In Komi 01111111111 r .. rr rr rr rr rr rr r• - general bnkfill gensmilbackfill ( note) 24° Baia baeld ll 24• select backfill (sae ncos) (see rwb) O.D. O.D. 6. 1/20.0 �� sWna STANDARD CONCRETE ARCH general wcMHl general beckf0l (-.1) (see note) B° e" 8 _ 8• 24'select b.&M 2 V sslecl badtBil fees note) (sae note) along oD 1f20.D. 8" 8" wntlete cortcmle CONCRETE CRADLE CONCRETE ENCASEMENT NOTE: To be comp"d to 95%of ASTM D89B maximum denaity. TRENCH & BEDDING Figure 1 WATER LINE PROFILE 50' 25' 10 50' 100' HORIZONTAL SCALE: 1" = 50'-0" 10' 5' 0 10' 20' VERTICAL SCALE: 1" = 10'-0" A A 6:• a e" minimum• minimum I rom, ware INp3 �' L '� mecnine ax�vetron limit get.- x ` gate vaHe trench bMom & boxes & wx undhNmetl eaM steno bedding TEE, WYE, OR PLUG TYPICAL SECTION In Ilea of wood tinning the 110ing may be wrppetl w ih •denobs henA excavatlon pie athYlene end the UrMre10 poured to mmPlelelY surround •D" = 12 min, Px 1P end emalir pipe tlt Mting anti aga BI u/Itlletultced sal. The beazing dimenaiorre °0' - i6' mm. iW 121Nu 20' pipe ageinsl untlieturbeU Boll shall remain ee BhbNn aee chart below for A, B, C Clmenabm. CONCRETE DIMENSIONS FOR HORIZONTAL THRUST BLOCKS "8' mimmu Pipe Plugs, Wyea& 111/4•and 221/Y wandw •p Ole. Tees Bends eentls •p A B C A B C A B C d w 11a' as' i'6' tlg OF 01W 04Y 1'a' 2-T v a, 10' 1'-6' 0'@' 1'-6' 1'-P ow V-T 1'-9• 0-9- 2-B" t7 1'-9• 1'-0• 7-0' 1'3 1."1'.B' 2-0' 10, 1C 2-1 1'-0' 3'd 1'$ i'-0' 2-0° 2-0' i'-0' 1. 1'a' 3'-9' 1'4T 1'a' 2-0° 3'-0' 1'a' 4'-9' 26' 24Y Y'C 4'4Y 1'-9' 1'4i 2W" 2a' 1'-B' 6'-0' • 11 1/4° THRU 90° BENDS wit .(1 rods �, ,0 t M beetled in movriaefi thrust blocks. " key FRTNG SIZE ROD SIZE NO, RODS EMBEDMENT d iy'ey 12'&LESS 6 2 w 14--20' 8 2 w V m n VERTICAL SENDS area 11-14• -1 2° 46° Mne bedding 8' - - - 1.3 10, - - 1.8 3.7 THRUST BLOCKS FOR VERTICAL 1Y - 1.2 2.8 5.5 UP BENDS SHALL BE THE SAME 14" 0.5 1.7 3.9 7.6 AS FOR HORIZONTAL BENDS. 16' 0.9 2.3 5.1 - Ir 1.4 3.2 8.3 W 2.2 4.6 7.8 - CONCRETE THRUST BLOCKING Flgun 2 STL TROWEL FIN SEALED CONC 6"0 SCH 40 STL PIPE W CONC FILL (PAINTS I z SLOPE CONCRETE w TOP I COMPRESSIBLE II JOINT ILLE Va'0 WELDED 1 KEY - iv L _j 1•-0" n KEY 1'-6.n CONC BOLLARD DETAIL NO SCALE 1'p M.xatle�ep am+Me,+r+O�m - lacmmnrk«� vNen%rNuppetl mesrNce mtrb _ _ mpNup me,d end jlo.+z ww.e Note:tlraedl%Wo rtl %, mr.nr+snr GATE VALVE Fleur, sessse BM aawpaev R byge-sd Baas, Brla%tl W tl•er4 eep ylepr Ier r%t ® . ,w,ar�ut�pwmHr. / pl�imuM EV P/ran Mbp dma 8pR2t BmFeba //A a00 R . dW // ryes eONdea�e Eo. belwH ��, rr�Ll "'10 rp 1 equen wenebsltlapea i xaxsox s•a.w p I'b�eHy W( Is VALCA,eicMW'gemunisu AWuem 114- 11- 11-PmdM emaeIPMSV.Kla) wM W %Mtl seaat,dr ,'" mrosi.eaws ioreuoe,es,tl" Slone :*+.✓"eC4,. dimx I baalwe 6oR x, wye rMM� 8oRx1 tl' ewd Be ° sden w.nanrwlm mpe rem•a arse 4'dpeatm% mNmre,- Mob: ato f.1eb ps-Ye9 .es,-n SUH35 e°alanadeadi9 mwnwwetlNBbp dm%naly-ab . iM le'arp GRAVITY SEWER SERVICE LATERAL SEWER CLEANOUT Reur 19 FI91%e 1r Hevieea Mae es rna�mam r,paretl Pka��^bw aM ridetl till"+' r z e0'tlie. Y 1'd O uwsi alodi eW1AP0 IMnuL tlhectlm d xdh0 n b epprowd pb, m ineidmtlun conaeM p�d+'dr,xCrep 1 4 emr mr w qps eaNmae% I _ rke dax arow swdmr iocr. revxx eBeYq FIRE HYDRANT ASSEMBLY Figure 8 Were Mm �mp Paa B•mmM-I trP otnirHMaBreOe npevemivaereuunNu dnenv"earedea MellWaet2a'Mn. ebax9rede'nurereeritaeut ws•xrwM idr.rum w4•son"eb rmwwr Kss" salvrswrt'mw pl'm.c, miaWc.xalMGlee 400ep% 1w Ay.l cem�ev cre�"°wl ^mrswdmavmw e�%e,)asu�ra m - rwtladmapnw )-wM fteriret • - IL. Mmak tivwdaimmat a, mrwceen.ctlsi. eomr '"r' ___ _ • ��de.sm..rll lxmrimraapm elr.r wtlom mfamdw.w iwddpe a m e'esaemarxre No]6s: 1. swa,de rmsr,mm�err anew «Hsre a xpwowea pslvmmMmwem, wsweOlMorm mrm. n�lu.rrt dmdae em.w. Two mar .r.onude .m:.enem ergs wm. anwb mebp a w�p aluanermmannde eemre nuy ea W aum'eana eonenrmx grew. a. swa ra m b desetl ww,a mrnabiamm Is dmaHerea�as. s. vial mp cuenB rMl eeura aneMtlav n"nndePaor may msamawa. STANDARD MANHOLE flgur,l bko ko 0 10 O 06E- N a m C/] C� «S to D dam' nk A•�CQ mo a % o o o 62 r�►�►'' -E --i Q O Z o s U V 1 I Q po r7 � o Z z LLJ ~ c U L W 7 LIJ O J W F- _ ¢ z F ' o Z � W Y LLJ w J w w LL_I Il- V J F- LIJ 0 W J_ LL. O Of n F- _J F- C2.2 0 4 730 730 AIM MIF- 720 720SIMMONS MINE ==E�A��l MISSION 710 710 700 700 O 1.34'I RIMINI IN 690 690 Illh- ONE 680 680 190. 10+00 20+00 IBM --- - -- - 10+00 11A N I u� O O Q 3 C3 U 50' 25' 0 50' 100' HORIZONTAL SCALE: 1" = 50'-0" U 0 10' 5' 0 10 20' 0 0 VERTICAL SCALE: 1" = 10'-O" r7�17�111�� 7�� 7 !'•f la�l��ii �lii!■'I�IiIF�I��!�1��Ei�� 'il',� iI�+11'ilr+.��ll._��__��II�� II■��II■ �� ii��i� ' •• i�iiiiiir'�a� �s�'��II��II■��II■��iirQ��ii •• ilsi'�i�■i�'itrit•��iiliiiiiil:r.,r.��iee'�*� � "��.��II:—_�_��_�Il��ii ��+sl�111��■��■�I•��R■��Qpl��p7!_�� psi ESE''��!©��E'��■��_®©��Ei .:. � • ��.� • �� rrrrrrrrr�� • Cirri + •• i�n.+.��"!"°��II III■��il■� �110��Y7■�X�'i■ii�7A.�F$i7�1 -� ...II�.r�..�llli1 I •1 ��■III i�� i� ■�_�_■ I_��(fi■�ICrii� r' ��1■�� it=!■l'l��la�! ��II� iiif�4li■� iQ['El�l■��3�\�■III J O z O s U a Q M O ZZ W � c U W 0 W o_ = a z I— o Z 0 W Y W o W � ca.s �sasa�o �o©oo�v �oaoso STRAIGHT 0 1 1 0 THRU 11 1 4' 1 1 0 BEND 22 1 2' 1 1 1 ao 33 3 4' 1 1 1 45' 1 2 0 EROSION CONTROL NOTES EROSION CONTROL MAINTENANCE NOTES EROSION CONTROL LEGEND SYMBOL DESCRIPTION SYD. & SPEC. 1. ALL EROSION AND SEDIMENTATION CONTROL PRACTICES 1. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE SHALL BE IN ACCORDANCE 'NTH THE VIRGINIA EROSION & CHECKED WEEKLY AND AFTER EACH RAINFALL PRODUCING CE CONSTRUCTION ENTRANCE 3.02 SEDIMENT CONTROL HANDBOOK, LATEST EDITION. RUNOFF TO ENSURE THAT THEIR STRUCTURAL INTEGRITY AND FUNCTIONALITY IS MAINTAINED. ® �p INLET PROTECTION 3.07 j 2. ALL EXISTING EROSION CONTROL MEASURES WHICH SERVE SILT FENCES WILL BE CHECKED TO SEE THAT THEIR THIS SITE SHALL REMAIN IN PLACE AND SHALL ® CIP CULVERT INLET PROTECTION 3.08 MAINTAINED BY THE CONTRACTOR UNTIL THE AREAS 2. AS THEY STRUCTURAL INTEGRITY AND FUNCTIONALITY IS MAINTAINED, SERVE HAVE BEEN STABILIZED. CONTRACTOR SHALL THERE IS NO RUNOFF BEING DIVERTED AROUND THE FENCE, REMOVE ALL EROSION CONTROL MEASURES THAT SERVE AND THERE IS NOT AN EXCESSIVE AMOUNT OF SEDIMENT TEMPORARY DIVERSION DIKE 3.09 THIS SITE ONCE THE AREAS THEY SERVE HAVE BEEN BUILT-UP BEHIND THE FENCE. STABILIZED, AND STABILIZATION HAS BEEN APPROVED IN ST TEMPORARY SEDIMENT TRAP 3.13 WRITING BY FREDERICK COUNTY INSPECTORS. 3. ALL SEEDED AREAS WILL BE CHECKED REGULARLY TO SEE THAT A GOOD STAND IS MAINTAINED. AREAS WILL BE _ 3. CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL FERTILIZED AND RESEEDED AS NEEDED. --- C STORMWATER CONVEYANCE CHANNEL 3,17 _ MEASURES AS DEEMED NECESSARY BY INSPECTORS OR ® OP OUTLET PROTECTION 3.18 LOCAL OFFICIALS. 4. CONTRACTOR SHALL ADHERE TO ALL INSTRUCTIONS GIVEN BY INSPECTORS OR LOCAL OFFICIALS.\ 4. CONTRACTOR SHALL MAINTAIN ALL STREETS AND ROCK CHECK DAM 3.20 ROADWAYS FREE OF MUD AND DIRT, AND SHALL CONTROL 5. SEDIMENT TRAPPING DEVICES WHICH POND WATER SUCH AS �� ALL AIRBORNE POLLUTANTS AS NECESSARY. SEDIMENT TRAPS SHALL BE DEWATE BY PUMPING TO AN �.'l PS PERMANENT SEEDING 3.32 I I � ADEQUATE CHANNEL THROUGH ADEQUATE SEDIMENT FILTERING DEVICES SUCH AS SILT FENCE OR CHECK DAMS. 5. ANY TEMPORARY EARTH BERMS, DIVERSIONS, AND SOIL STOCKPILES SHALL BE SEEDED FOR TEMPORARY VEGETATIVE COVER IMMEDIATELY AFTER INSTALLATION. 6. THE CONSTRUCTION ENTRANCE SHALL BE MAINTAINED BY TOP DRESSING STONE PERIODICALLY IN ORDER TO PREVENT \ SED 'TRAP 0` 6. CONTRACTOR SHALL LOCATE THE GRAVEL CONSTRUCTION TRACKING OF MUD ONTO ADJACENT ROADWAYS. ' 23$ AC ENTRANCE AS NECESSARY TO ADAPT TO FIELD CONDITIONS. 2y'W SE7-A 800 CONTRACTOR SHALL MOVE THE CONTSTRUCTION ENTRANCE 7. ENVIRONMENTAL PROTECTION: PROVIDE PROTECTION, FROM ITS LOCATION AS SHOWN ON THE PLAN ONLY AS OPERATE TEMPORARY FACILITIES AND CONDUCT i ST ! ST xw APPROVED BY FREDERICK COUNTY INSPECTORS. CONSTRUCTION IN WAYS AND BY METHODS THAT COMPLY 7. PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE WITH ENVIRONMENTAL REGULATIONS, AND MINIMIZE THEPOSSIBILITY THAT AIR, WATERWAYS AND SUBSOIL MIGHT BE `, li 1, O APPLIED TO DENUDED AREAS WITHIN SEVEN DAYS AFTER CONTAMINATED OR POLLUTED, OR THAT OTHER UNDESIRABLE , i _ -\ i FINAL GRADE IS REACHED ON ANY PORTION OF THE SITE. EFFECTS MIGHT RESULT. AVOID USE OF TOOLS AND ', / \ NEW,TREE LINE' I , 1 O , NEW TREE LINE` TEMPORARY SOIL STABILIZATION SHALL BE APPLIED WITHIN EQUIPMENT WHICH PRODUCE HARMFUL NOISE. RESTRICT / , os SEVEN DAYS TO DENUDED AREAS THAT MAY NOT BE AT USE OF NOISE MAKING TOOLS AND EQUIPMENT TO HOURS FINAL GRADE BUT WILL REMAIN DORMANT (UNDISTURBED) THAT WALL MINIMIZE COMPLAINTS FROM PERSONS ON OR FOR LONGER THAN 30 DAYS. PERMANENT STABILIZATION NEAR THE SITE. MAINTAIN EROSION CONTROL DEVICES. SHALL BE APPLIED TO AREAS THAT ARE TO BE LEFT COMPLY WITH ALL LOCAL CODES PERTAINING TO THESE DORMANT FOR MORE THAN A YEAR. ISSUES. 8. PROVIDE SURFACE ROUGHENING AT ALL SLOPES WHICH ARE 8. COLLECTION AND DISPOSAL OF WASTE: COLLECT WASTE 3:1 OR GREATER TO AID IN STABILIZATION. FROM CONSTRUCTION AREAS AND ELSEWHERE DAILY. \ / 1 COMPLY WITH REQUIREMENTS OF NFPA 241 FOR REMOVAL - ---- / / EXISO LINE T TREEXINE M' 9. DURING CONSTRUCTION OF THE PROJECT, SOIL STOCKPILES OF COMBUSTIBLE WASTE MATERIAL AND DEBRIS. ENFORCE '` ,i' /' E TREE,' LINE 1 EXIST THE LINE SHALL BE STABILIZED OR PROTECTED WITH SEDIMENT REQUIREMENTS STRICTLY. DO NOT HOLD MATERIALS MORE `� \ !' , ' 'O '' I ' 1 ', \ '1 TRAPPING MEASURES. THE CONTRACTOR IS RESPONSIBLE THAN 7 DAYS DURING NORMAL WEATHER OR 3 DAYS WHEN FOR THE TEMPORARY PROTECTION AND PERMANENT THE TEMPERATURE IS EXPECTED TO RISE ABOVE 80 STABILIZATION OF ALL SOIL STOCKPILES ON SITE AS WELL DEGREES F. (27 DEGREES C). HANDLE HAZARDOUS, / .' ' 1 «�• ' � ' ' ' ,' r � 1 / 1 ' � ±// / / AS SOIL INTENTIONALLY TRANSPORTED FROM THE PROJECT. DANGEROUS, OR UNSANITARY WASTE MATERIALS �, \ / , ` ••-• ^-••-• / r 1 \ !.._..._. ..1 708•-mil I I l4 % , / '\ / \ ,1 1 , , I l I SEPARATELY FROM OTHER WASTE BY CONTAINERIZING \ _ /DD 10. SEDIMENT TRAPS, PERIMETER DIKES, SEDIMENT BARRIERS PROPERLY. DISPOSE OF MATERIAL IN A LAWFUL MANNER. , _ - - « \ ' , _ _ >' i ' O� 7� AC AND OTHER MEASURES INTENDED TO TRAP SEDIMENT SHALL 20'X40' BE CONSTRUCTED AS A FIRST STEP IN ANY LAND DISTURBING ACTIVITY AND SHALL BE MADE FUNCTIONAL BEFORE ANY UPSLOPE LAND DISTURBANCE TAKES PLACE. O 11. THE LIMITS OF CLEARING SHALL BE STAKED BY A LICENSED LAND SURVEYOR AND SHALL BE CLEARLY MARKED BY STAKES AND FLAGGING TREES TO REMAIN ALONG THE LIMIT _ _ _ _ _ - - - - _ , � Ps LINE. ALL AREAS OUTSIDE THE LIMITS OF CLEARING SHALL --- _ ' I REMAIN UNDISTURBED. THE LIMITS OF CLEARING SHALL BE % / \ MARKED PRIOR TO THE PRE -CONSTRUCTION CONFERENCE. `, r _ _ PS !• ' _ / ' _,' 12. THE CONTRACTOR SHALL SCHEDULE A PRE -CONSTRUCTION CONFERENCE WITH FREDERICK COUNTY INSPECTORS PRIOR TO ANY LAND DISTURBING ACTIVITIES. THE ARCHITECT ENGINEER SHALL BE NOTIFIED AT LEAST ONE WEEK PRIOR / �/ / , ` �• �, ' / ' ,' ' ' ' - TO THE PRE -CONSTRUCTION CONFERENCE. o I oil DD I I , , .� ® o , , I PS ---- - `I Ps Sip 04 01 ST i --69� PROPOSED \ ------ �® � ' ELEMENTARY SCHOOL _ \ '\ \ -- -- -------i / ,,. FFE=714.00 ------- --- - \-- ------ --- --------I- /' /� / `-- -- -•t� J ; i' �.'/ '� ' �1 �' 706- PS 211 IP - o a' _ ry ® / 00 -- --- -- 4 j/ \ -fps)--- DID r V Q r 70P 6J ---- DD CMEi 1I. _ _ _ _ _ _ _' - - _ - - _ l- _ �--72 - - i 710 - T -------------------- ----------------------------- / ---,a `b - 71a ` i 1 ,' ' _ '1•` �_ / i _ _ _ _ _ L I� YID _ _ _ _ O 1iiAP is0.66 AC , 1. \ 1\ ' 1 ,' J' .---• ,`'� I ( , �>76,14 ,12O t ` , 1 **THIS PLAN IS FOR EROSION CONTROL PURPOSES ONLY** 1' = 50'-0" 50' 25' 0 50' 100' 1 a O z O s U V) a 0 � I Q � M O z z Lj U W Lj O J LA Q z f- O Z U L.Li w Ld W J o Of w ----- CONSTRUCTION OF A SILT FENCE BLOCK AND GRAVEL DROP INLET BLOCK & GRAVEL CURB INLET STONE CONSTRUCTION ENTRANCE (WITH WIRE SUPPORT) SEDIMENT FILTER SEDIMENT FILTER 1. SET POSTS AND EXCAVATE A 4'X4' 2. STAPLE WIRE FENCING TO THE POSTS, TRENCH OPSLOPE ALONG THE UNE OF POSTS, WIRE SCREEN CONCRETE BLOCK CURB INLET 70' MIN, EXISTING _ PAVEMENT �- 5:1 i FILTER CLOTH 6" MIN. q (OPTIONAL) SIDE ELEVATION��- EXISTING GROUND 70' MIN. T FLOOZY B WASHRACK 10, MIN. III III WIRE SCREEN CONCRETE BLOCK -� (OPTIONAL) � 4'-�� GRAVEL FILTER 3. ATTACH THE FILTER FABRIC TO THE WIRE 4. BACKFILL AND COMPACT THE GRAVEL FILTER 1, 0' MIN, FENCE AND EXTEND R INTO THE TRENCH. EXCAVATED WL 12, MIN." r- EXISTING W � � PAVEMENT FILTERED WATER R NOFF OVERFLOW W TER WITH FILTERED WATER SEDIMENT OVERFLOW .'. / RUNOFFWATE- •'y>x WITH VDOT M1 �� POSITIVE DRAINAGE 10' MIN, / - COURSE AGGREGATE B TO SEDIMENT - SEDIMENT _ TRAPPING DEVICE J " MUST EXTEND FULL WIDTH �/ DROP INLET OPERATIONOF S AND EGRESS PLAN VIEW ��'` - WITH GAtE SEDIMENT ARE SCREEN i ! / FLOW / = 2" X 4" W000 STUD CURB INLET 12' MIN. SEDIMENT IR _III SPECIFIC APPLICATION 3' MIN. SPECIAL APPLICATION EXTENSION OF FABRIC AND WIRE INTO THE TRENCH, 3' MIN. THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE HEAVY FLOWS ARE EXPECTED AND WHERE AN OVERFLOW THIS METHOD OF INLET PROTECTION IS APPLICABLE AT FlLTER FABRIC CAPACITY IS NECESSARY TO PREVENT EXCESSIVE PONDING CURB INLETS WHERE AN OVERFLOW CAPABUTY 1S NECESSARY FILTER CLOTH SECTION A -A AROUND THE STRUCTURE. TO PREVENT EXCESSIVE PONDING IN FRONT OF THE STRUCTURE. WIRE 6'-7• I I," I - GRAVEL SHALL HE VDOT p3. 357 OR f/5 COARSE AGGREGATE. 4 GRAVEL SHALL BE VDOT p3, #357 OR #5 COARSE AGGREGATE SOURCE: Adapted from Installation of Straw and Fabric Filter Barriers for Sediment Control, PLATS. 9A5-I - A A)aal SOURCE: VA. DSWC PLATE. 3.07-3 SOURCE: VA. DSWC PLATE 3,07-8 TEMPORARY SILT FENCE INLET PROTECTION ';��DRAIN SPACE NO SCALE SC ALE CALE R NF R N R T VAESC STD. &SPEC. 3.05 VAESC STD. &SPEC. 3.07 EI ❑CEO COCE E SECTION B-B TEMPORARY SEDIMENT TRAP SOURCE: ADAPTED from 1983 Maryland Standards for Soil erosion and Sediment Control, and Va. DSWC Plate 3.02-1 PIPE OUTLET CONDITIONS A A 1' 1 VARIABLE" CONSTRUCTION ENTRANCE �� ARIABLE NO SCALE VAESC STD. & SPEC. 3.02 ORIGINAL GRASS LINING WITH 3da GREVND STABILIZATION MATS d0 1.0' PIPE OUTLET TO FLAT 67 CU. YO./ACRE AREA WITH NO DEFINED ry ; VARIABLE" SILT FENCE CULVERT INLET PLAN VIEW CHANNEL STORMWATER PROTECTION L e 67CU. YU/ACRE CONVEYANCE CHANNEL �{ ENDWALL 0 x -� (EXCAVATED) 4- MAX. FlLTER CLOTH ORIGINAL NO SCALE VAESC STD. &SPEC. 3.17 caouND df ELEV. SECTION A -A mT� CL01H xET w e'-a': RecolNel®® roR strtme PSRon,REa 'SEE PLATE 3.13-1 COARSE AGGREGATE" CLASS I RIPRAP TOE OF FILL -CULVERT A T CROSS SECTION OF OUTLET 3 A 3da (MIN.) 0 do CLASS I RIPRAP 1- LEXG H (IN FEEE AREA ROCK CHECK DAM !DCHANNEL T B��- (IN AC.) DEFINE - - --- PLAN VIEW � DIVERSIO DIKE N 2 ACRES OR LESS OF DRAINAGE AREA: L \_ a. TO OF FILL a >. d - 1 FILTER SILT FENCE SECTION A -A -F �_ (OPTIONAL) "STANCE TOWARDS6' MINIMUM EMBANKMENT IF FLOW rnaxR CIXYI'H xEr w e-R"; Reco»a:Nnm FOR ENTIRE PERndRER (DOWNSTREAM VIEW) IS NOTES: 1. APROGROUT®RIPRAP, RIPRAP, GABION BASKICT, 0 CONCRETE. �L c � 2. Ia IS THE LENGTH OF THE RIPRAP APRON AS CALCULATED � �_ �_ �_ VDOT 1 FLOW / �_ N USING PLATES 3.18-3 AND 3.18-4. � � / (' � � �� COARSE AGGREGATE t a. a m 1.5T AN a THE YAXIHUM STONE DUMETER, BUT HOT COARSE AGGREGATE LESS THAN a wCHES. OPTIONAL STONE COMBINATION AREA i Source: Va. DSWC Plate 3.18-1 EXCAVATED / FILTER CLOTH ICJ FI nW hR�a7 M OUTLET PIPE SIZE MEDIAN STONE SIZE (d50) APRON LENGTH UPSTREAM WIDTH DOWNSTREAM WIDTH r ** COARSE AGGREGATE SHALL BE VDOT $3, //357 OR jj5 OUTLET (PERSPECTIVE VIEW) 2-10 ACRES OF DRAINAGE AREA: 1 s" 3 18" 0.9' 4.5' 4.5' 6.0' 5 15" 0.9' 9.0' 3.75' 10.25 8 24" 0.9' 11.0' 6.0' 13.0' 125, SOURCE: VA. DSWC FLAIL. 3.15-2 U -UWIV--L I (CLASS Al) FILTER CLOTH ° 0OUTLET PROTECTION MINIMUM TOP WIDTH (W) (OPTIONAL) NO SCALE VAESC STD. & SPEC. 3.18 (DOWNSTREAM VIEW) 'AASHTO AM43CE SILT FENCE 5. /56 S 57 COARSE AGGREGATE RIP RAP TO REPLACE SILT �ENCESN "HORSESHOE "WHEN REQUIRED FOR SEDIMENT VDOT #, HIGH VELOCITY OF FLOW IS EXPECTED COARSE AGGREGATE TRAP EMBANKMENTS N SOURCE: ADAPTED from VDOT Standard Sheets and Va. DSWC PLATE, 3.08-1 CULVERT INLET PROTECTION NO SCALE VAESC STD. & SPEC. 3.08 N TEMPORARY DIVERSION DIKE 1 0 Compacted Soil 0 U 18" min. - -Flow 0 U NAP N0. TEMPORARY SEDIMENT TRAP SIZE CHART GRAVEL SPILLWAY EMBANKMENT (H) DEPTH OF EXCAVATION SIZE LENGTH (L) WIDTH (W) HEIGHT OF OUTLET (Ho) 1 13.9 FT 2.5 FT 2.0 FT 3.0 FT 2.5 FT 25'W X 80'L 2 16.8 FT 2.5 FT 2.0 FT 3.0 FT 2.5 FT 30'WX801 3 5.6 FT 2.5 FT 2.0 FT 3.0 FT 2.5 FT 20'W X 40'L 4 17.2 FT 2.5 FT 2.0 FT 3.0 FT 2.5 FT 30'W X 801 5 13.7 FT 2.5 FT 2.0 FT 3.0 FT 2.6 FT 25'W X 75'L 6 4.0 FT I 2.5 FT 1.8 FT 2.8 FT 1.8 FT 20'W X 40'L ACCORDING TO HEIGHT OF now EMBANKMENT (FEET) ° CLASS I RIPRAP W ( SOURCE: VA. DSWC PLATE. 3.20-1 F��^I "- H° w SPACING BETWEEN CHECK DAMS 1.5 0.5 2.0 2.0 1.0 2.0 2.5 1.5 2.5 3.0 2.0 2.5 L = THE DISTANCE SUCH THAT POINTS HO H 4.0 3.0 3.0 A AND B ARE OF EQUAL ELEVATION 4.5 3.5 4.0 5.0 4.0 4.5 EXCAVATED AREA A B MAX. DEPTH = 4' I L ORIGINAL GROUND ELEV. I N-- 4.5' min. o I SOURCE: VA. DSWC PLATE. 3.13-1 3 CJ SOURCE: VA. DSWC PLATE 3.09-1 SOURCE: VA. DSWC PLATE. 3.20-2 _ TEMPORARY DIVERSION DIKE TEMPORARY SEDIMENT TRAP ROCK CHECK DAM NO SCALE VAESC STD. & SPEC. 3.09 NO SCALE VAESC STD. & SPEC. 3.13 NO SCALE VAESC STD. & SPEC. 3.20 0 _J a O z OT S /1 V Q O Q 6 Z z W F- c U G W W� J a W W } F- F Z \W 0 / W uj W W Z 0 '_ V ) O W C4.2 I 0 SOURCE: VA. DSWC PLATE. 3.14-3 CONCRETE ANTI -SEEP COLLAR (3) #4 EA SIDE OF PIPE -3000 psi 6" MIN CONCRETE SEE RISER DETAIL FOR PIPE DIA N BONDING COMPOUND AROUND PIPE 1 _ 4.2' I r 1 RECOMMENDED DEWATERING SYSTEM FOR SEDIMENT BASINS PROVIDE ADEQUATE STRAPPING Z_ POLYETHYLENE CAP DEPTH VARIES AS PERFORATED POLYETHYLENE" REQUIRED DRAINAGE TUBING FOR" DRY " 8' DIAMETER STORAGE _1 WET FERNCO-STYLE " COUPLING STORAGE DEWATERING ORIFICE, SCHEDULE 40 STEEL STUB 1-FOOT MINIMUM, 5.2DIAMETER CORRUGATED METAL RISER NOTE: WITH CONCRETE RISER, USE PVC SCHEDULE 40 STUB FOR DEWATERING ORIFICE DRAINAGE TUBING SHALL COMPLY WITH ASTM F667 AND AASHTO M294 (SOURCE: VA. DSWC A L PLATE. SOURCE: VA. DSWC SEDIMENT BASIN SCHEMATIC ELEVATIONS CREST OF EMERGENCY / SPILLWAY DESIGN HIGH WATER %.(25-YR. STORM ELEV.) -t os' MIN. 1.0' RISER CREST 67 C.Y./ AC. DEWATERING " DRY " STORAGE DEVICE 67 C.Y./ AC. " WET STORAGE SEDIMENT CLEANOUT POINT (" WET STORAGE REDUCED TO 34 C.Y./ ACRE) DESIGN ELEVATIONS WITH EMERGENCY SPIILLWAY DESIGN HIGH WATER t (25-YR. STORM ELEV.) o ri MIN. 0.5' Z MIN. 1.0' 67 C.Y./ AC... E DRY " STORAGE - - RISER CREST 67 C.Y,/ AC. DEWATERING WET " STORAGE DEVICE SEDIMENT CLEANOUT POINT DESIGN ELEVATIONS WITHOUT EMERGENCY SPILLWAY (RISER PASSES 25-YR. EVENT) SOURCE: VA. DSWC PLATE. 3.14-2 r MINIMUM STORAGE VOLUME AND SEDIMENT STORAGE 67 C.Y./ AC:' DRY "STORAGE DEWATERING DEVICE 67 C.Y./ AC. WET ' STORAGE SEDIMENT CLEANOUT POINT (" WET " STORAGE REDUCED TO 34 C.Y./ ACRE) SOURCE; VA. DSWC PLATE. 3.14-1I ANTI- VORTEX DEVICE DESIGN PRESSURE RELIEF HOLES 1/2" DIA A O O PLAN VIEW TACKWELD --'-'- - '- ALL AROUND .._._.. _._...� ' 5" + I 12" MIN. - 1 _ SUPPORT BAR SIZE SPACER 2 BAR (#8 REBAR) (TYPICAL) J6" DIAMETER SECTION A -A TOP STIFFENER (IF REOUIRED) IS 1 1/4" X 1 1/4" X 1/4" ANGLE WELDED TO TOP AND n n ORIENTED PENNrnI An m ISOMETRIC CORRUGATIONS TOP IS 14 GAGE CORRUGATED METAL OR 12 GAGE 1/8" STEEL PLATE. PRESSURE RELIEF HOLES MAY BE OMMITTED, IF ENDS OF CORRUGATIONS ARE LEFT FULLY OPEN WHEN THE TOP IS ATTACHED. CYLINDER IS 14 GAGE CORRUGATED METAL PIPE OR FABRICATED FROM 1/8" STEEL PLATE. NOTES 1. THE CYLINDER MUST BE FIRMLY FASTENED TO THE TOP OF THE RISER. 2. SUPPORT BARS ARE WELDED TO THE TOP OF THE RISER OR ATTACHED BY STRAPS BOLTED TO TOP OF RISER. PLATE. 3.14-4 DEWATERING SYSTEM SEE DIET THIS SHEET ANTI -VORTEX DEVICE EMBANKMENT TOP SEE DETAIL THIS SHEET ELEV - 709.19 - - - - - - 2 TOP RISER=TOP CMP RISER 1 DEWATERING TUBE R 706.19 - RIS INV 5.2. ORIFICE-704.69 INV = 699.00 POND CLEANOUT ELEV-703.41 BOT OF POND ELEV 699.00 0 RISER 95% COMPACTION OVER BASE PLATE •,,/�/ 4AS' ONTTIN000�S F ��// 12' n 3/4' STEEL BASE PLATE ANTI -SEEP COLLAR (TYP) LOCATE 2 FEET MINIMUM FROM PIPE JOINTS, 2 COLLARS 0 15.4' MAX SPACING 1 MAX) 1 TEMPORARY SEDIMENT BASIN SECTION NO SCALE SED TRAP #1\, 2.31, AC SE ,'1 25'X8O' r , I DD , REE LINE,' J` , I I/ 'f PS LINE r. , �'o r ' - DD r / I r �C OP , 1 E ' / j 1 ------ , SAD TR #4 2.$ , AC ST 30' 80' I N --- 1 o 2 MIN DEPTH 50.GO LF 24' SO 0 2.DO% -CUTOFF TRENCH EXCAVATED INTO EXISTING GRADE /------------------ #1' SED TRAP #2 2.80 AC aI ST`--- ,/ r , cos DD NEW TREE LI I AP i PS E b' TREE IP 1 ' DD , , I O SED AP #5 .29', AC �45X75 ST, 1 // I , r , I , , I I - 7' / DD I , I I ' , I ` I` PSI/ SEDIMENT TRAP GRADING PLANS 30' 20' 10' 0 30' 60' 1" = 30'-0" NOTES: 1. CONTRACTOR SHALL MAINTAIN BASIN UNTIL AREA WHICH IT SERVES HAS BEEN SATISFACTORILY STABILIZED. 2. MARK POND CLEANOUT ELEVATION ON RISER SUCH THAT WHEN SEDIMENT REACHES THIS LEVEL, THE POND SHALL BE DREDGED TO ITS ORIGINAL CONTOURS. VDOT ES-1 END SECTION WITH RIP RAP OUTLET PROTECTION INVERT = 698.00 TEMPORARY SEDIMENT BASIN CHART PRINCIPAL SPILLWAY BASIN TOP OF DAM DEWATERING CLEANOUT BOTTOM OF RISER ANTI -VORTEX NO. OIA CREST ELEVATION ORIFICE ELEV ELEVATION WET STORAGE DIA x HEIGHT ELEVATION 1 36 IN 54 IN X 17 IN 706.19 709.19 704.69 703.41 699.00 E TREE LINE EXIST TREE\LINE I I � D SED TRAP'#3 i ST 0.94 AC 20'X40' I I I I ' DDI I I , I , t , 1 1 _ , r , O� DD DP / ST '- L _ SED TRAP 0.66 AC - 20'X40' i i rt ,r J c O O = 5 U U) Q Q � o Z z LJ.J ~ c U L W LIJ 0 J D. Lo L, It Z LiJ Y U D Ld o J W LiJ Ll C4.S So O O .6. A W p O z .� 0::, .0 4 .a z z a� w A w M J a <�a Z V W O V-4 C cd E-- N a a� CCS o co ram^ CQ A cd m no0 �o to O • CQ J a o z o = s U Cn a Q M O Zz LLJ F- W W 0 W w �- = a < H �— O Z W W ``' 0 J W w � o z O IV A 'n O U 00 0 o a. O O P.hp0 U i0i E6ml z M.I N ADJUSTED TM 76-((A))-5 MARK D. SMITH, ET UX DARYL R. RUSSELL, ET UX CHRISTOPHER B. RUSSELL, ET UX INSTRUMENT NO. 000012271 INSTRUMENT NO. 020022179 INSTRUMENT NO. 020022182 85.5124 ACRES (BY SUBTRACTION) ZONE: RA USE: AGRL BUS LOOP / 6 03 I m // 71; PAVED PLAY / LANt PLAY EQUIP 14�4"i AREA PROPOSED ELEMENTARY SCHOOL FFE=714.00 ADJUSTED TM 64-((5))-B MARK D. SMITH & ARLENE D. SMITH, DARYL R. RUSSELL, ET UX & CHRISTOPHER B. RUSSELL, ET UX INSTRUMENT NO, 000012271 INSTRUMENT NO. 020022179 INSTRUMENT NO. 020022182 50.3734 ACRES REMAINING (FROM SUBTRACTION) ZONE: RA USE: AGRL N4432_41'W 902.69' BR_ IL PAVED PLAY OFA Ir ON lffl'm --ter ■ 4' ■ �mm�emmmmmn��im�^^�wiu� � ATHLETIC c /- FIELD 10 BUS -- PARKING PLAY SPACES EQUIP AREA S50'08'32'E - 1359.42' ORIGINA 4-((A))-37C THE C SCHOOL BOARD OFF RICK COUNTY, VIRGI A I . UMENT NO. 03001029 5297 ACRES ADJUSTED ONE: RA USE: 00 EXISTING MIDDLE SCHOOL BUILDING FFE - 718.67 5 ERNE / 100' 50, 0 100' 200' 1" = 100'-0" TM 76-((A))-138 LAURA S. VANMETER WB. 107 PG. 222 ZONE: RA USE: AGRL / 0 0 r' ^/ TM 76- A Z h FORT HILL(FAR)M9LP. DB. 754 PG. 1415 ZONE: RA USE: AGRL 106 PROPERTY CURVE TABLE CURVE DELTA ANGLE TANGENT CHORD LENGTH CHORD DIRECTION LENGTH RADIUS Cl 62'27'38" 606.35 1036.96 N76 '01" 1090.14 1000." C2 68'00'18" 138.29 1 229.28 1 S73 8' 'W 1 243.32 1205.00 TM B4." JAMES P. d UW L. TAYLOR Da BOO PO 25 ZONE.RA USE RESID. TM 64-((A))-32 M4RG RET C. WRLIS, ET AL /1Y RUMEM D7003945 Z0W_USE RA !SE• RE570. TM 64-((A))-30 WAK£M4N MINOR LAND TRUST D6. 776 PG. W5 ZONE, RA USE RESID. 7M Bh(! LAND ✓/ WAKEAEIN MINOR LAND TRUST TM 76-((A))-1 2�• M L�. SHOWlDOAH MOBILE COURT$ INC. Da 321 PG 693 Da LU5 PG 1771 SEE ALSO' Da W6 P'C 3W ZONE, 04-1 USE- RESID. TM 76-rlN)-2 JUHNEE CHRISTI" CENTER i Da 804 PG 1458 ZONE RI USE ROX,YOUS TM 764(A))-3A GEORGE L. MILLER D.d 502 PC. 335 ZONE. 62 USE- COMMERCW. 7M 76-((A))-4 GEORGE d JONN MELD? PARTNERSMP D& sib PG. 109 ZONE B2 USE.- COMMEhCYLL TM 76-((A))-6- WALLACE PERRY, JR. OIL 297 PG 216 ZONE. RA USE AGRI. LEGEND EXISTING DEMO NEW DESCRIPTION - - - - 2050 - - - - - 2050 CONTOURS ®75.00 SPOT ELEVATIONS CONCRETE CURB CONCRETE CURB & GUTTER ` CONCRETE PAD/WALK ----------- PAVEMENT -- - - - - - - - - - - - GRAVEL ® BUILDING X X -Xx- --)E X- SITE FEATURES - - - - - - PROPERTY LINE _ CENTERLINE OR BASELINE ® BENCHMARK ---- SD ---- ----SD----- -SD- STORM SEWER LINE CURB INLET } - -4,DROP INLET - u 040- END SECTION / END WALL O 000 MANHOLE G ----G---- G GAS LINE ----5----- ----5----- -SS- SANITARY SEWER 0 CO CC • CO CLEANOUT ----W---- ---W---._- -W- WATER LINE ® ® ® GATE VALVE WATER METER 7' FIRE HYDRANT HANDICAP PARKING TREE LINE T T SIGN C SIGNS PROPERTY COORDINATES COORDINATE DESCRIPTION NORTHING EASTING 100 PROPCCR 7093674.07 11582367,68 101 PROPCOR 7093739.28 11582587.50 102 PROP COR 7093985.74 11583594.74 103 PROP COR 7094029.47 11583638.50 104 PROP COR 7093386,11 11584271.70 105 PROP COR 7093125.68 11583884.21 106 PROP COR 7092802.84 11583411.22 �✓_ �% 106.02 ACRES ZdfE RA USE ACRI. ADUUS6- PARCEL 7M LL FARM. 78-(MA-A fLDO. 734 FARM, LP 15 106.02 ACRES OB. 754 PG 1415 7M 76-110))-C �� ZONE RI USE AGRI ZONE • R1 USE AGM DOLM.LAS E.J. KERN d DONNI A KENN OB. 650 PG 346 ZONE RI USE.. RESID. *"SU%w TM &'!' 07/ ANg 7 M USE AGM. TM 76-((0-138 LAURI S NorAAE ER W& 107 PG. 222 2OW RA USE. AGR. 'M GVDI a SMICKEY LOCATION PLAN & / Da M2 PC. 241WE ZLRA USE AM SCALE: 1' = 400' GENERAL PLAN NOTES 1. OWNE"EVELOPER: FREDERICK COUNTY SCHOOL BOARD SUPERINTENDENT OF SCHOOLS 1415 AMHERST STREET WINCHESTER, VA 22601 (540) 622-3888 2. ARCH]TECTANGINEER: OLIVER, WEBB, PAPPAS & RHUDY, INC. 200 COUNTRY CLUB DRIVE PLAZA ONE, BUILDING 'E' BLACKSBURG, VA 24060 (540) 552-2151 FAX (540) 951-0219 3. SITE AREA: TOTAL SITE AREA 25.00 ACRES TOTAL DISTURBED SITE AREA 18.50 ACRES 4. ZONING: RURAL AREAS (RA) 5. MAGESTERIAL DISTRICT: SHAWNEE 6. BUILDING INFORMATION: BUILDING HEIGHT 1 STORY - 27' AT GYM BUILDING USE EDUCATIONAL BUILDING AREA 82,585 SOFT. (INCLUDING ALTERNATE) FLOOR AREA RATIO = 0.08 7. SURVEY INFORMATION SUPPLIED BY GREENWAY ENGINEERING, WINCHESTER VIRGINIA DATED JAN. 3, 2003 WITH UPDATES ON 1/28/03, 3/13/03, 4/8/03, AND 3/16/05. 8. CONTRACTOR SHALL HAVE A LICENSED LAND SURVEYOR RESET ANY BENCHMARK DISTURBED DURING CONSTRUCTION AND SHALL NOTE THE NEW LOCATION AND ELEVATION ON THE AS -BUILT DRAWINGS. 9. ALL EXISTING SITE FEATURES DAMAGED AS A RESULT OF THE CONTRACTOR'S ACTIONS SHALL BE REPLACED OR REPAIRED AS DIRECTED BY THE ARCHITECT/ENGINEER AT NO ADDITIONAL COST TO THE OWNER. 10. PROPERTY IDENTIFICATION NUMBER (PIN) 64 ((A)) 37C. 11. ALL SIGNS TO BE INSTALLED ON THE SITE SHALL BE ISSUED A SIGN PERMIT BY THE DEPARTMENT OF BUILDING INSPECTIONS PRIOR TO INSTALLATION; CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION OF THIS PERMIT ACQUISITION. PARKING SPACE CALCULATIONS 1 SPACE FOR EVERY 4 STUDENTS 650 STUDENTS = 163 SPACES TOTAL PARKING REQUIRED = 163 SPACES TOTAL PARKING PROVIDED = 167 SPACES TOTAL H.Q PARKING REQUIRED = 5 SPACES TOTAL hiC PARKING PROVIDED = 6 SPACES APPROVED BY ZONING ADMINISTRATOR APPROVAL SIGNATURE DATE OF APPROVAL * THIS SITE PLAN SHALL BE VALID FOR A PERIOD OF FIVE (5) YEARS FROM DATE OF APPROVAL. CIVIL PLAN SHEET TABLE OF CONTENTS C1.1 OVERALL SITE PLAN C1.2 DIMENSIONAL PLAN C1.3 DIMENSIONAL PLAN DETAILS C2.1 UTILITY PLAN C2.2 UTILITY PROFILES & DETAILS C3.1 GRADING PLAN C3.2 STORM DRAINAGE PLAN C3.3 GRADING & STORM DRAINAGE PROFILES C3.4 GRADING & STORM DRAINAGE DETAILS C4J EROSION CONTROL PLAN C4.2 EROSION CONTROL DETAILS C4.3 EROSION CONTROL DETAILS VICINITY MAP EXIT 313 o NINCHESTER WINCHESTER REGIONAL AIRPORT m MNE LN LAURELW'OOD DR JUSTIS DR PROJECT LOCATION ACCESS FROM JUSRS DR / ROSA IN ADJACENT TO NEW MIDDLE SCHOOL W PAPoCINS MILL RD �Fp�TH TODD .PP _1 a o z O K = s U (n G � o Q M E- 6 Z z LLJ Lc U W LJ_J U J a uJ } _ � z I- a o Z U LLJ Y LLJ Wp J w LJ_1 Z Q n LLJ I- C/) J J Q Of LLJ O CERTIFICATE No. 14, g' �� C 1.1 COORDINATE TABLE COORDINATE DESCRIPTION NORTHING EASTING 200 BLDG COR 7093680.22 11583283.78 201 BLDG COR 7093272.39 11583398.04 202 BLDG COR 7093270.31 11583295.99 203 BUS LOOP CL 7093704.25 11582738.93 204 BUS LOOP CL 7093735.05 11583174.49 205 FIRE LANE CL 7093690.88 11583181.56 206 FIRE LANE CL 7093182.58 11583167.50 207 MAINCL 7093105.59 11583103.21 208 MAINCL 7093699.16 11582392.24 209 DELETED DELETED DELETED 210 DELETED DELETED DELETED 211 MAINCL 7093325.36 11583028,77 212 MAINCL 7093232.48 11582951.22 213 PE FIELD 7093143.32 11583372.68 214 PE FIELD 7093015.14 11583526.21 215 PE FIELD 7092989.79 11583244.50 216 PE FIELD 7093221.94 11583611.90 217 PE FIELD 7093241.56 11583831.03 218 PEFELD 7093640.27 11583574.46 219 PE FIELD 7093659.88 11583793.58 220 ALTCL 7093471.18 11582665.31 221 ALTCL 7093564.07 11582742.85 CENTERLINE LINE TABLE LINE LENGTH BEARING L7 472.68 N50'08'32"W L2 255.50 N50W'32"W L3 198.00 N50.08'32"W L4 121.00 S39'51'28"W L5 255.50 N50'08'32"W L6 121.00 S39'51'28"W L7 251.31 N84.51'28"E L8 77.67 1139.51'28"E L9 222.74 N05'08'32"W L10 158.86 N50'08'32"W Ltt 134.33 S84'51'28"W L12 261.35 S50'08'3 "E L13 218.73 N39'51'28"E L14 18.23 N17*30'52"W L15 116.96 N50'08'32"W L16 121.00 539'51'28"W L17 9.21 CENTERLINE CURVE TABLE CURVE DELTA ANGLE TANGENT CHORD LENGTH CHORD DIRECTION LENGTH RADIUS C3 45'00'00" 23.82 44.01 N62'21'28"E 45.16 57.50 C4 45'00'GO" 23.82 44.01 N17'21'28"E 45.16 57.50 C5 45'00'00" 23.82 44.01 N27'38'32"W 45.16 57.50 C6 45'00'00" 23.82 44.01 N72'38'32"W 45.16 57.50 C7 90,00,00" 55.00 77.78 N84'51'28"E 86.39 55.00 C8 57 22'20" 30.09 52.80 N11'10'18"E 55.07 55.00 C9 22.50 39.22 7' 40.99 40.00 O O o 80.00' — a ° an W to N Q CD J CO G 6' HIGH 40.00' 10' HIGH 8' HIGH BASKETBALL- g L BASKETBALL GOAL BASKETBALL GOAL 5' 5' FUEL OIL TANKI j+ -`- 10.00' i O 10.00' ° SEE MECH ° TRANSFORMER d Lp N SEEEXPOSED AGGREGATE FlNISH F ON BOTH RAMP SURFACES o SEE ELEC 3'-0" DIA GROUND PROTECTOR—\ y 4" THICK, 12- DEEP CONCRETE ACROSS BACK OF HC RAMP ? z o oj. g ° a GENERATOR WATERPROOF CEMENT .x z z m a' 2.D0' SEE QtEC a T FLASH COLLAR SEALANT 1 .'r Ask pAYMG GOF w w ra N \ GONG SIDEWALK > a a WOOD WEDGES (LOOSE) I FLAG POLE '--CONC CURB v > > r17 ° d ' 25.00— ©© z ° s VDOT CG-12B CONIC LOADING POCK ° (SONG STEPS ° M ... p < �".. ,. / Q c /\ j/�// ( e:. \\/\\/\ a HANDICAP CURB CUT RAMP (TYP) NO SCALEcli ALLSTRIPING SHALL BE 2" WIDE YELLOW. 6' HIGH BOARD ° d° - INSIDE OFFEN E ° SCREEN FENCE / \ M METAL TUBE •�'� 15. 0' HOPSCOTCH COURTS SHALL 1` WIDE YELLOW PVMT MARKING PAINT - SHALL BE FLU H a ° FENCE PANELS SHALL W/ SCE of NC BE CONSTRUCTED ° d OF "TREX" MATERIAL a DUMPSTER ° ° TAMP W/ SCREENED ' > DRY SAND •d w " „ O - ' - - m ° .� CONSIST OF 12•XI2 NUMBER BE SQUARES PVMT MARKING PAINT - - SHALL - HIGH - - - - - - MECH UNITS a.6"X6" POSTS °-- a d ui - SEE FOOD INSIDE OF FENCE PRESSURE SERV PLANS SHALL BE FLUSH - -da - ° TREA - - - - - W/ BACK OF CURB ° .4 C 62 10.6T 9'-- ° STEEL WEDGES - o $'y" LIGHTNING GROUND 7.50' 7.50' 2" ASPHALT SE SUVDOTESM-9RSA Q-i m E. N .�i CL . _ 8' SWING GATE 4 °- a- - - SPIKE WELDED TO BOTTOM I 1/4":1 SLOPE 6"X6"X36" HIGH a ° CONC. LOADING,b W000 POST TO 'AREA .PAD o a - - d . PLATE 2'-O" DIA 8' HIGH BASKETBALL 10' HIGH BASKETBALL 8' HIGH BASKETBALL HOLD GATE OPEN - d ° '� ° a BBASE " AGGREGATE CS°UBGRADE GOAL GOAL GOAL • C4G_2 8, ,a a 4 d FLAGPOLE BASE DETAIL VDOT 21-BSE --13.33' 26:6r 26.67' 13.93' NO SCALE „o k C12 a FIRE LANE SECTION v,.I > d $ 30kO' NO SCALE w a Q.% U mto a ° PAVED PLAY AREA I ° - - d °4a a LOADING DOCK AREA. 4000 PSI M CONCRETE APAD ENTRAINED PADHSHALL MATCHPVMT OFLUSH W R BROUNC 4000 SI REINFORCING CONC. RENF. WITH ccqmw -w d I 10' S' 0 10' 20' I ° a 10' . 5' 0 10' 20' d a 1" l0'-0". — - — — — — - - — 1 b SEE PLAN FOR WIDTH v �►�� 1" = 10'-0" ° d 4 d a d o o°O� L_ v/r/ / '%/`� 2//�\//� SLOPE TO DRAIN Ya" MAX SIGN LEGEND 6" COMPACTED ,•_o" /\\�\\//\\ \ \ \ \ \ \ \ \\ \ \ \ \\ AGGREGATE BASE \ Q HC OR FIRE LANE SIGN #5 0 12 EW COMPACTED SUBGRADE 4" AGGREGATE BASE 5 8'-1" COMPACTED SUBGRADE = 45" � P""°�OAR° SIGN CONC. LOADING AREA PAD CONCRETE SIDEWALK (Un m NO SCALE NO SCALE >_ OW MOO' 40.00' 10' HIGH ASK GOAL d - TO' HIGH BASKETBALL BASKETBALL GOAL - 1" DEEP ROUTE 6 -11 r__----� ,• SPACE To o Z z I 144" I� 4` CONCRETE SLAB; SEE STRUCTURAL PLANS 4. FINISHED GRADE FACE OF CURB 2"R FREDERICK COUNTY . S. m TOP OF SIGN TYPICAL NEW ELEMENTARY SCHOOL 1i " - '. a VAPOR BARRIER 4" POROUS FILL ;� Lt-I ~ w o I o PANEL(S) 9�NEW /�/\\/\ \/\�\\�% a J d .GN 6.00' - 12.00'---I . �}-6:00'- \/\�\�/\ / /\/\\/ \/ /✓/\�/\�/��/✓�//j�// co \\/\\/ SURFACE 0- w BROKEN LINE SIGN A \� COMPACTED SUBGRADE !. \/ BASE /r " Q H o IN ONE CORNER NO SCALE _ F- z - o PRESSURE , TREATED TREATED POST BUILDING SLAB COMP SUBGRADE CONCRETE 16"I ~ U Z I 'W"'' N MBER a 1 SLOPEIC U TO PO _ RED WITH 1/2• I WHITE BORDER STOP SECTION DETAIL NO SCALE VDOT STANDARD G 6 CURB 2) > w J W NIGH BASK -TBALL - a DRAIN WATIER AWAY FINAL GRADE �" �� SIDE (CG— NO SCALE w _ _ _ _ _ GOAL° .4BASKETBALL 8' HIGH 0•-0. OF OCTAGON o I. 1 GOAL 4"� POST HO 8A 4"0 PO W/ CO a SIGN B NO SCALE 2" VDOT SM-9.SA SURFACE COURSE 3" VDOT IM-19.OA z° d Z) O G Q - - ALL STRIPING SHALL P.VMT MARKING PANT BE 2" M E YELLOW CONTINUE POST AND CONCRETE DOWN 36" BELOW FINAL GRADE WOODEN MONUMENT —TYPE SIGN DETAIL INTERMEDIATE COURSE _o ¢--�8" VDOT 21-8 BASE COURSE (COMPACTED) //\T\!r\\�i.\/�� FINISH FACE OF CURB TME eoTFOM of THE CURB GRADE4" GUTTER MAY BE I �.�I T BUSES 0\/i�\�\\j\�\\�\y'\ 1 ^, 2 ONLY 1 SIGN C COMPACTED SUBGRADE TYPE 1 RZ" (�`pI° ELEL TO a '(1 + THE SLOPE OF SUBSURFACE II.II m COURSES PROVDEPTH OF A .°. MINIMUM DEPTH OF Y IS I -I - 4 MAINTAINED a $ $ b 1G' HIGH BASKETBALL ;D' HIGH BASKETBALL NO SCALE PAVEMENT DETAIL THIS AREA MAY BE - CONCRETE AT THE r-ii-�I(fll=�Ilf - OPTION OF E p o O■ a �_ . GOAL $ _ GOAL I 48`--- NO SCALE CONTRACTOR - 8" 2'-O• . �. <- VISITORS I T SERVICE 1. THIS ITEM MAY BE PRECAST OR CAST N PLACE 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 pal IF PRECAST. 3. THIS CURB IS TO BE USED WHEN DESIGN SPEED IS 40 MPH OR LESS ON RURAL 1 HIGHWAYS AND 45 MPH OR LESS IN DEVELOPED URBAN do SUBURBAN AREAS, N PAVED PLAY AREA #2 WOODEN MONUMENT -TYPE SIGN; SEE DETAIL ON THIS SHEET SIGN D NO SCALE 2" VOOT SM-9.5A SURFACE MIX VDOT STANDARD CURB AND GUTTER (CG-6) J WOODEN MONUMENT- TYPE SIGN; SEE DETAIL ON THIS SHEET �. . 10' 5' 0 1" 10'-0" 1111611116� 10' 20' ----------- � RESERVED ! PARKING METAL SIGN -CHARACTERS r _ 8• VDOT 21-B BASE \CCOURSE (COMPACTED) COMPACTED SUBGRADE NO SCALE Lli Z Q EGGGSHELL. MR � TYPE 2 n rc MATTED NON -GLARE SURFACE SIGN BELOW o ff11Ktt�MllY]l 31 _ METAL FIRE LANE SIGN - FIRE a BACKGROUND SUL BE EGGSHELL, MATTE, OR OTHER PAVEMENT DETAIL NO SCALE OR CG-2 STD. SHOWN) _ (CGEXPANSION JOINT TYR WALK <[ o 7.6 (MR) LANE NON -GLARE SURFACE -SEE PLAN FOR WIDTH O Ei VAN - VAN ACCESSIBLE SIGN o ill f 4" o� PLMSSiRE MOUNTED BELOW SYMBOL SIGN 4 -0• (AT VAN SPACE ONLY) ( STAINLESS STEEL EYELET r PROVIDE r PLASTIC COATED STEEL CABLE BETWEEN POSTS AT PAVED FIRE LANE ENTRANCES\�\��\\\\//\\ 2` VDOT SM-9.5A SURFACE MIX 1--6" VDOT 21-8 BASE COURSE (COMPACTED) SLOPE m +' 1/4'• 1'-0"(MAX.) ;r z W * 6" _ m NOTE: I STAINLESS STEEL COMPACTED SUBGRADE COMPACTED SUBGRADE 2'-0' FABRICATE SIGN PANELS OF 16 ga. ALUM. NOS: RING W/ LOCK AGGREGATE BASE 4000 PSI CONIC. REINF. W/ FlSERMESH TYPICAL .- CROSSWALK DETAIL 2, USE NON -CORROSIVE HARDWARE FOR ATTACHING SIGN TO POST. HC PARKING SIGN , FABRICATE SIGN PANELS OF 16 ga. ALUM. 2. USE NON-CORROSIVESIGN FIRE LANE RTO POST. SIGNATTACHIN TYPE E 3 PAVEMENT PAVEMENT DETAIL TYPICAL CONCRETE WALK AND CURB AND GUTTER SECTION NO SCALE NO SCALE NO SCALE NO SCALE ■ NO SCALE Imi oil r'---_�---�_ F.C.S.A. CONSTRUCTION NOTES 1. THE AUTHORITY'S WATER AND SEWER STANDARDS AND SPECIFICATIONS ARE AVAILABLE AT WWW.FCSA-WATER.COM. 2. THE WATER AND SANITARY SEWER PORTION OF THESE PLANS ARE VAUD FOR TWO YEARS FROM DATE OF FCSA APPROVAL 3. WATER AND SEWER LINES ARE TO BE CONSTRUCTED IN ACCORDANCE NTH THESE PLANS AND SHALL MEET ALL AUTHORITY REUQIREAENTS. 4. THE CONTRACTOR SHALL COORDINATE MATH, AND ARRANGE FOR INSPECTION BY, THE AUTHORITY. 5. WHEN AN EXISTING WATER MAIN IS TAPPED FOR THE INSTALLATION OF A HEW LINE: A) THE AUTHORITY SHALL FURNISH ALL LABOR AND MATERIAL. B) THE DEVELOPER/CONTRACTOR MUST: 1. MAKE APPUCATION AND PAY DEPOSIT. 2. MARK THE TAP LOCATION. 6. THE CONTRACTOR SHALL TIE-IN A NEW SEWER UNE TO AN EXISTING MANHOLE BY CORE DRILLING THE MANHOLE. 7. EXACT LOCATIONS OF WATER AND SEWER SERVICES ON NEW LINES ARE TO BE COORDINATED WITH THE AUTHORITY'S INSPECTOR. S. THE AUTHORITY'S MAINTENANCE DEPARTMENT SHALL FURNISH AND INSTALL ALL WATER METERS THROUGH 2' IN SIZE. IT IS THE DEVELOPER'S/CONTRACTOR'S RESPONSIBILITY TO HAVE THE METER BOX ASSEMBLY INSTALLED CORRECTLY. BEFORE A PERMANENT METER IS INSTALLED: A) THE METER BOX, NTH ITS FRAME AND COVER, MUST BE PROPERLY AUGHED WITH THE COPPERSETTER. B) THE FRAME AND COVER SHALL BE SET TO FINAL GRADE. C) THE DISTANCE BETWEEN THE TOP OF THE COVER AND THE COPPERSETTER SHALL BE BETWEEN 18 AND 21 INCHES. D) ALL COMPONENTS OF THE METER BOX ASSEMBLY SHALL BE IN PROPER WORKING ORDER. 9. FOR WATER AND SEWER SERVICES THAT CONNECT TO EXISTING LINES: A) THE LOCATION OF THE SERVICE LATERAL IS TO BE COORDINATED NTH THE AUTHORITYS ENGINEERING ASSISTANT. B) AN APPLICATION FOR SERVICE MUST BE MADE AND FEES PAID BEFORE WORK WILL BEGIN. C) THE AUTHORITY SHALL FURNISH AND INSTALL ALL 5/8", 3/4-, AND 1' WATER SERVICES. D) FOR ALL 1 1/2- AND 2' WATER SERVICES, THE AUTHORITY SHALL MAKE THE TAP AND BRING THE PIPING TO THE PROPERTY UNE. THE CONTRACTOR SHALL FURNISH AND INSTALL THE METER VAULT ASSEMBLY. THE AUTHORITY WILL INSTALL THE METER. E) THE AUTHORITY WALL INSTALL ALL SEWER LATERALS. 10. ANY WATER SERVICE UNE MUST HAVE A BACKFLOW PREVENTION ASSEMBLY (DOUBLE CHECK VALVE OR RPZ, AS REQUIRED). THE ASSEMBLY MUST MEET ASSE STANDARD NO. 1015 OR 1013. 11. ALL FIRE LINES SHALL HAVE A FIRE SERVICE METER ASSEMBLY AND A BACKFLOW PREVENTION ASSEMBLY (DETECTOR DOUBLE CHECK VALVE OR RPZ, AS REQUIRED). THE ASSEMBLY SHALL MEET ASSE STANDARD NO. 1048 OR 1047. RADIO READ REMOTES ARE REQUIRED. WATER LINE COORDINATES NUMBER DESCRIPTION NORTHING EASTING 300 CONN TO EXIST 7093708.33 11583061.75 301 8"X8" TEE 7093688.60 11583065.03 302 45°BEND 7093597.55 11583080.15 303 DELETED DELETED DELETED 304 901BEND 7093413.42 11582926.42 305 90'BEND 7093241.24 11583132.66 306 FH ASSEMBLY 7093298.30 11583172.48 307 8"X8"TEE 7093345.71 11583219.88 308 DELETED DELETED DELETED 309 DELETED DELETED DELETED 310 DELETED DELETED DELETED 311 BLDGCCNN 7093367.71 11583225.22 312 FH ASSEMBLY 7093498.21 11582987.84 313 FH ASSEMBLY 7093597.57 11583487.31 SANITARY SEWER SCHEDULE SSMH TOP INV IN INV OUT NORTH EAST A 709.00 695.70 695.50 7093331.63 11582101.07 B 714.00 697.46 697.26 7093573.85 11582303.30 C 712.00 701.24 701.04 7093614.75 11582446.53 D 708.34 703.42 703.22 7093358.40 11582753.58 E 710.13 705.57 705.37 7093105.58 11583056.42 F 713.02 70T22 1 707.02 1 7093331.65 11583245.16 ��.�!!T�NI1!!:M1ili�7�iM1��!A�A�s■11�■��■II��- �� ■I��IS!!I!*l�l�!!��■II■'��r,..,._..___ .�� .. �I��.��■Ii�■��III•��i��■II��'.,L.,...4� ._._.��. I��l�ll��:it��1� .. �I-�.��■III•■�!l��il a,��lt��l��ra��■■��1� ��.��■II�1�1��'��-'-'��1•x'b��i'�I�I�iii��.��■■i'iL(il��1� ��RW hii■iiiiYYi��.��.��.�� ■■�- 41 .. 41 .. .. 1/ .• e1 : .. • 41 . .. 41 41 14 .• - .. - SANITARY SEWER PROFILE IMP ti1...iIll1rt4'''7�-■�-�t't�-I'• ----II-�I�L��'ill■� nF'7i_ff �-■ �-�1�-I�-----I�� ltl��■�� U.-As 1 ��■��Il�I��.i i' 1 ■�!Flm� , ��_�<E:!ii�'S�--I�Wirif��-�if`.::i•31),_��'Ii L-.a�� ,, II ��■��I��I��■��■ill■�_ STANDARD CONCRETE ARCH relea baaKnn 1ae) 20.0 CONCRETE CRADLE CONCRETE ENCASEMENT NOTE: To be compacted to 95%o1 ASTM DOSS ma.Jmum denaiy. TRENCH & BEDDING Figure 1 elect batlRll nob) WATER LINE PROFILE 50' 25' 0 50' 100' HORIZONTAL SCALE: 1" = 50'-0" - - - - - 10' 5' 0 10' 20' VERTICAL SCALE: 1" = 10'-0" A A• a.. grade tre h minimum I--•� I•-s" mir-nn. corm bOaN lyP:. mach ne excavation llmll gate vaWB gal,.1. trench m botto 8 A bat urx %Wlb d earth stone bedding TEE, WYE, OR PLUG TYPICAL SECTION In Ilea of wood forming the Prang may be wrapped wlih •d.- hand ex -ban pdyettrylena, entl tt,e Concrete pous0 to mmplelely surlw,rM :1Y = 17 nun. for 10' anc smaller pipe , g fining and aaggaanns, undlalurDed oW. The bearing dimeraiOne •D' = tg min. M tr iNu 20• pipe against undleWrbed .11 sheN ramaln m shown. aae Chan below for A, B, C dlmen b . CONCRETE DIMENSIONS FOR HORIZONTAL THRUST BLOCKS me, minimum-, pk feB"& illand221/2° 45°B "BV ^N j\ DUL P A B C A B C A B C V. 1'-0' O-9• 1'-0• m-B" 0.9• 0"' 1'3" oqr t'-9' 5' V-T 014 1'3• 01-W ly a-8' tIr 0'-7 Z.31 I 1'4p 0•-r I.-V T-V (Z r3• 1'-9' V4r 2-G r7 1'-9• 1'-0• i''T 1'-T 1'-0° 2-0• V-v 914Y 1 r3' 1'-0• 3' 1'g If 74Y 1'O 4-016' 2'6 1'-3- 2-V 1'O 1'"7 74Y Po. "T 4W 20' 7 1'-0' 4-0" 1' 1- 7-0' 7T 1'$ 514Y ' 11 1/4• THRU 90• BENDS ernC Cdad in cancret"e C1r�uat doGm. +' F to Ff12-& SS 6 SQQNO. ROD EMBEDMENT �)ff 178LESS 6 2 301 S 2 W yJl%!II 14' - 20" 38' Cote VERTICAL BENDS I sae 1-1 4 atone batldh,B B' - - - 1.3 1.1 2.3 1.6 3.7 THRUST BLOCKS FOR VERTICAL 17 - 1.2 2.8 5.5 UPBENDS SHALL BE THE SAME 14' 0.5 1.7 3.9 7.6 AS FOR HORIZONTAL BENDS. 1S, 0.9 2.3 5.1 - 18• 1.4 3.2 6.3 - 20' 22 4.5 7.8 - CONCRETE THRUST BLOCKING Figure 2 STL TROWEL FIN SEALED CONC 13"0 SCH 40 STL PIPE CONC FILL (PAIN SLOPE CONCRETE TOP I COMPRESSIBLE JOINT FILLER-, 4S' 2d I A I ISQS7 'O V4 0 WELDED ~ I KEY---ST0- r iv 11 -0. "7 KEY 1'-8" CONC BOLLARD DETAIL IRMI4Ln7 a°a - 4 4- bwno� aw ad» wNam.wNggm aauael°e1 a ease am1 Qx w..aa 12xgrpe Nor. Ha eem Yan re A.alAa'rYvaAw GATE VALVE Flpen 7 1- ORAW7VSEWER SERVICE LATERAL F1gure 14 b.j- r lgaae a•aaaaN4ula. ar pe.--apes. rew�e.r., Y ,rer �o u" adva t10WR0 DETAIL sEan d raing m r W wweE pea' 1° neelbbn cod. va4 „e.a..ra.ec r tan.-a11d w i4 a'• d4rlrl. m+am I'w'•aw ara,ar%aeaa- I,mrwy raw Naa1 rar.lal II FIRE HYDRANT ASSEMBLY V Figure a VVVV ran Iran olrwntapwahm° pine �aareon n4 oven. aoewlype r7,n°ub ew Q r�0MM7�rlae'� 'BEKDr nn0 hneae MooNPI -1-W law b4rk Een Soas,wye - apR2, 4a°ewla ,�„ "re ea,s1 e•aal.wmaq . LEANOUT BEWER Cnipaname Nan m $ nvd�woeN s: m'•0ix11n on'n1++«euvrow mw.n.. ad,aa IW a1Wl 4aw•grtlen rrmrna•a epee •b wd fi' awxrd4t iadp°Wt k°•aoridate raev Dew RrW eelaaanam mq.i,,•nal mvaYAB1NG1m 4arope .m�•m ma wla �." °wbn�"no _ as eyaravw.,a mwdnlwlnaw°nNeaa4 w� wnrdKw aam°'•r"aold'�"ndmo4 aa4r ar.wl trdot°. r arleve awe rvrnas: 1. alnsale.eatiw:»r nere."eana wavedavmvree wMnranwer mgaeN abl4 r4b1Yv. xa°laanaeal deveuan.meaa lw°Incnr yr w"�."aaaN.an,erwn..rvwrea Ilr aa. sueFhaa ll elv°eaon n manr,o.lrem, ^•a e. w •rvm44m w11ax41x moo . vae m w way Ana m.nnnm lam in.,rw„le,,, d1gW e. Flat lap va4ane+lull ee usae on snen"w mennwe I4 n. a bsl64alam14 i I STANDARD MANHOLE Flgars 11 J a O Z O s U U C Q M O Zz W U W W O J a W W F f•- N O Z W C) > W LOU J W W C2.2 I STORM DRAIN SCHEDULE NUMBER TYPE TOP INVERT NORTH EAST 3 ES-1 MA 698.50 7093717.91 11582589.26 4 D15 704.37 701.04 7093704.10 11582T78.75 5 ES-1 4A 699.75 7093611.45 11582595.45 6 M 704.75 701.42 709347250 11582624.72 7 (BASE) D15B 709.60 703.60 7093391.57 11582797.34 7(ALT) DI-3B 707.76 703.09 7093466.52 11582707,56 8 ES-1 NA 694.75 7093119,16 11583782.82 9 DI-1 703.50 696.20 7093170.46 11583589.51 10 MH-1 710.15 699.75 7093149.42 11583355.75 11 DI-i 708.00 700.75 7093083.33 11583277,00 12 DI-1 706.30 701.75 7092991.75 11583200.55 13 DI-8 706.67 703.75 7093144.66 115B3017.40 14 DI-3B 710.64 705.65 7093252.61 11583005.91 15 DI-3B 711.02 706.35 7093273.54 11582938.71 16 MH-1 711.85 707,50 7093349.91 11583068.80 17 MH-1 712.50 709.00 7093246.88 11583239.01 18 DI-1 713.00 709.50 7093309.72 11583233.36 19 DI-1 711.00 702.10 7093334.12 11583574.78 20 DI-1 711.30 702.90 7093327.58 11583502.08 21 MH-1 712.50 704.60 7093497.51 11583486.78 22 DI-1 711.00 705.80 7093591.54 11583416.00 22A MH-1 712.25 707.00 709367246 11583363.29 23 MH-1 712.60 707.80 7093691.22 11583291.34 24 DI-1 713.00 708.50 7093653.62 11583240.94 25 1 DI-1 1 713.00 709.50 7093576.85 1 11583176.85 [a N Iwo lim N — M=��WW- MEE 730 n 730 g 720 720 IBM,! 710 710MNEMONIC oil Im 700 - 700sliml p ®1.34 M MEN ONE 690 690 EEWM z!=IEWEEmk�2 �imm��m K u 680 680 190. ' 10+00 11+00 12+00 VIE I a"al mm- IM MEN NEE NNE "IjE amm IM m EN EE m- a"-m. m RIM IM M 0 MEN i 0 0 Q 0 0 50' 25' 0 50' 100' U HORIZONTAL SCALE: 1" = 50'— 0" 0 10' 5' 0 10' 20' 0 0 VERTICAL SCALE: 1" = 10'-0" -Ills i■��--��._-_ ■--�---��_---I__ ko E3� �i>F�i�i�l�■�I�Fl��i3��1i•�E� �� • I�� I■I��■�II�Gi��IF��.�yrri�Gi��la' �I �ii �11 ��I��I ��II ��i i Ill�i \ ■� Illll.11lr�_.IIIIIIIIII. I��1■ �-■III-�� .y�-��.y��--� • I.-■IIIII•7e1!!�-■III. • I1.1� ■I��-I■IIIIIIIIIIIII. li'��II��■il 4 • ��—�—� ��■��. ��■�� _---■-IIIII.IIIII. _--IIIIIIIIIIIIIIIII■■-IIII-I_ in Cz J o z O s U �Q � a Q M O Zz W � w W 0 J a W � � = a z F-- U1 0 U W Y W o J w W U- ca.a ko E3� �i>F�i�i�l�■�I�Fl��i3��1i•�E� �� • I�� I■I��■�II�Gi��IF��.�yrri�Gi��la' �I �ii �11 ��I��I ��II ��i i Ill�i \ ■� Illll.11lr�_.IIIIIIIIII. 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I��1■ �-■III-�� .y�-��.y��--� • I.-■IIIII•7e1!!�-■III. • I1.1� ■I��-I■IIIIIIIIIIIII. li'��II��■il 4 • ��—�—� ��■��. ��■�� _---■-IIIII.IIIII. _--IIIIIIIIIIIIIIIII■■-IIII-I_ in Cz J o z O s U �Q � a Q M O Zz W � w W 0 J a W � � = a z F-- U1 0 U W Y W o J w W U- ca.a �-■III-�� .y�-��.y��--� • I.-■IIIII•7e1!!�-■III. • I1.1� ■I��-I■IIIIIIIIIIIII. li'��II��■il 4 • ��—�—� ��■��. ��■�� _---■-IIIII.IIIII. _--IIIIIIIIIIIIIIIII■■-IIII-I_ in Cz J o z O s U �Q � a Q M O Zz W � w W 0 J a W � � = a z F-- U1 0 U W Y W o J w W U- ca.a 4 • ��—�—� ��■��. ��■�� _---■-IIIII.IIIII. _--IIIIIIIIIIIIIIIII■■-IIII-I_ in Cz J o z O s U �Q � a Q M O Zz W � w W 0 J a W � � = a z F-- U1 0 U W Y W o J w W U- ca.a in Cz J o z O s U �Q � a Q M O Zz W � w W 0 J a W � � = a z F-- U1 0 U W Y W o J w W U- ca.a m �sasso �o©osv �oaosv STRAIGHT 0 1 1 0 0 THRU 11 14' 1 1 0 1 BEND 22 1 2' 1 1 1 0 33 4' 1 1 1 1 45' 1 2 0 0 C3.4 EROSION CONTROL NOTES EROSION CONTROL MAINTENANCE NOTES EROSION CONTROL LEGEND SYMBOL DESCRIPTION STD. & SPEC. 1. ALL EROSION AND SEDIMENTATION CONTROL PRACTICES 1. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE SHALL BE IN ACCORDANCE WITH THE VIRGINIA EROSION & CHECKED WEEKLY AND AFTER EACH RAINFALL PRODUCING CE CONSTRUCTION ENTRANCE 3.02 SEDIMENT CONTROL HANDBOOK, LATEST EDITION. RUNOFF TO ENSURE THAT THEIR STRUCTURAL INTEGRITY AND FUNCTIONALITY IS MAINTAINED. ® Ip INLET PROTECTION 3.07 / 2. ALL EXISTING EROSION CONTROL MEASURES WHICH SERVE 2. SILT FENCES WALL BE CHECKED TO SEE THAT THEIR THIS SITE SHALL REMAIN IN PLACE AND SHALL STRUCTURAL INTEGRITY AND FUNCTIONALITY IS MAINTAINED, ® CIP CULVERT INLET PROTECTION 3.08 MAINTAINED BY THE CONTRACTOR UNTIL THE AREAS THEY SERVE HAVE BEEN STABILIZED. CONTRACTOR SHALL THERE IS NO RUNOFF BEING DIVERTED AROUND THE FENCE, REMOVE ALL EROSION CONTROL MEASURES THAT SERVE AND THERE IS NOT AN EXCESSIVE AMOUNT OF SEDIMENT TEMPORARY DIVERSION DIKE 3.09 THIS SITE ONCE THE AREAS THEY SERVE HAVE BEEN BUILT-UP BEHIND THE FENCE. STABILIZED, AND STABILIZATION HAS BEEN APPROVED IN ST TEMPORARY SEDIMENT TRAP 3.13 WRITING BY FREDERICK COUNTY INSPECTORS. 3. ALL SEEDED AREAS WILL BE CHECKED REGULARLY TO SEE THAT A GOOD STAND IS MAINTAINED. AREAS WILL BE -..._..._...- C STORMWATER CONVEYANCE CHANNEL 3.17 3. CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL FERTILIZED AND RESEEDED AS NEEDED. _ _ MEASURES AS AS DEEMED NECESSARY BY INSPECTORS OR 4. CONTRACTOR SHALL ADHERE TO ALL INSTRUCTIONS GIVEN ® OP OUTLET PROTECTION 3.18 LOCAL OFFCIALS. 4. CONTRACTOR SHALL MAINTAIN ALL STREETS AND BY INSPECTORS OR LOCAL OFFICIALS. O „ �•---•-�- CD ROCK CHECK DAM 3.20 ROADWAYS FREE OF MUD AND DIRT, AND SHALL CONTROL 5. SEDIMENT TRAPPING DEVICES WHICH POND WATER SUCH AS ALL AIRBORNE POLLUTANTS AS NECESSARY. SEDIMENT TRAPS SHALL BE DEWATERED BY PUMPING TO AN PS PS PERMANENT SEEDING 3.32 ADEQUATE CHANNEL THROUGH ADEQUATE SEDIMENT FILTERING DEVICES SUCH AS SILT FENCE OR CHECK DAMS. 5. ANY TEMPORARY EARTH BERMS, DIVERSIONS, AND SOIL STOCKPILES SHALL BE SEEDED FOR TEMPORARY THE CONSTRUCTION ENTRANCE SHALL BE MAINTAINED BY VEGETATIVE COVER IMMEDIATELY AFTER INSTALLATION. 6. TOP DRESSING STONE PERIODICALLY IN ORDER TO PREVENT i SED 'CRAP j1`` 8. CONTRACTOR SHALL LOCATE THE GRAVEL CONSTRUCTION TRACKING OF MUD ONTO ADJACENT ROADWAYS. 2.3T AC SED TRAP /2 1 ENTRANCE AS NECESSARY TO ADAPT TO FIELD CONDITIONS. 9 /y' ZSO AC CONTRACTOR SHALL MOVE THE CONTSTRUCTION ENTRANCE 7. ENVIRONMENTAL PROTECTION: PROVIDE PROTECTION, ! 2S,' OPERATE TEMPORARY FACILITIES AND CONDUCT ! ✓/ 30'x80' FROM ITS LOCATION AS SHOWN ON THE PLAN ONLY AS 5f /O APPROVED BY FREDERICK COUNTY INSPECTORS. CONSTRUCTION IN WAYS AND BY METHODS THAT COMPLY WITH ENVIRONMENTAL REGULATIONS, AND MINIMIZE THE 7. PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE POSSIBILITY THAT AIR, WATERWAYS AND SUBSOIL MIGHT BE ® APPLIED TO DENUDED AREAS WITHIN SEVEN DAYS AFTER CONTAMINATED OR POLLUTED, OR THAT OTHER UNDESIRABLE I I - - _ '� FINAL GRADE IS REACHED ON ANY PORTION OF THE SITE. EFFECTS MIGHT RESULT. AVOID USE OF TOOLS AND 1 'I /� / \ NEW iTREE LINE 1°e ® NEW TREE LINE TEMPORARY SOIL STABILIZATION SHALL BE APPLIED WITHIN EQUIPMENT WHICH PRODUCE HARMFUL NOISE. RESTRICT SEVEN DAYS TO DENUDED AREAS THAT MAY NOT BE AT USE OF NOISE MAKING TOOLS AND EQUIPMENT TO HOURS - 1 ' + FINAL GRADE BUT WILL REMAIN DORMANT (UNDISTURBED) THAT WILL MINIMIZE COMPLAINTS FROM PERSONS ON OR I FOR LONGER THAN 30 DAYS. PERMANENT STABILIZATION NEAR THE SITE. MAINTAIN EROSION CONTROL DEVICES. SHALL BE APPLIED TO AREAS THAT ARE TO BE LEFT COMPLY WITH ALL LOCAL CODES PERTAINING TO THESE DORMANT FOR MORE THAN A YEAR. ISSUES. / , 8. PROVIDE SURFACE ROUGHENING AT ALL SLOPES WHICH ARE 8. COLLECTION AND DISPOSAL OF WASTE: COLLECT WASTE ' ' - 3:1 OR GREATER TO AID IN STABILIZATION. FROM CONSTRUCTION AREAS AND ELSEWHERE DAILY. COMPLY WITH REQUIREMENTS OF NFPA 241 FOR REMOVAL -- / / EXIST TREEXNE , MO LINE OF COMBUSTIBLE WASTE MATERIAL AND DEBRIS. ENFORCE 0D ,i` E TREFy' LINE I EXIST THE LINE 9. DURING CONSTRUCTION OF THE PROJECT, SOIL STOCKPILES / 7 , \ \-------- SHALL BE STABILIZED OR PROTECTED WITH SEDIMENT REQUIREMENTS STRICTLY. DO NOT HOLD MATERIALS MORE TTHAN 7 DAYS DURING NORMAL WEATHER OR 3 DAYS WHEN RAPPING MEASURES. THE CONTRACTOR IS RESPONSIBLE FOR THE TEMPORARY PROTECTION AND PERMANENT THE TEMPERATURE IS EXPECTED TO RISE ABOVE 80 STABILIZATION OF ALL SOIL STOCKPILES ON SITE AS WELL DEGREES F. (27 DEGREES C). HANDLE HAZARDOUS, AS SOIL INTENTIONALLY TRANSPORTED FROM THE PROJECT. DANGEROUS, OR UNSANITARY WASTE MATERIALS �� / ,' ` �••-' """ lob SEPARATELY r SEPARATELY FROM OTHER WASTE BY CONTAINERIZING ' \ DD ' ' ' D SED TRAP\#3 10. SEDIMENT TRAPS, PERIMETER DIKES, SEDIMENT BARRIERS PROPERLY. DISPOSE OF MATERIAL IN A LAWFUL MANNER. - - ----- _ \ ' "-- /' O I I .. ( o.e4 AD AND OTHER MEASURES INTENDED TO TRAP SEDIMENT SHALL i' {t \ _ i 1 I �--20'X40' "--- ' BE CONSTRUCTED AS A FIRST STEP IN ANY LAND DISTURBING ACTIVITY AND SHALL BE MADE FUNCTIONAL BEFORE ANY UPSLDPE LAND DISTURBANCE TAKES PLACE. 11. THE LIMITS OF CLEARING SHALL BE STAKED BY A LICENSED ® LAND SURVEYOR AND SHALL BE CLEARLY MARKED BY STAKES AND FLAGGING TREES TO REMAIN ALONG THE LIMIT - ------ _ ',O LINE. ALL AREAS OUTSIDE THE LIMITS OF CLEARING SHALL REMAIN UNDISTURBED. THE LIMITS OF CLEARING SHALL BE MARKED PRIOR TO THE PRE -CONSTRUCTION CONFERENCE. ' = , ' PS`- �' / 12. THE CONTRACTOR SHALL SCHEDULE APRE-CONSTRUCTION CONFERENCE WITH FREDERICK COUNTY INSPECTORS PRIOR TO ANY LAND DISTURBING ACTIVITIES. THE ARCHITECT ENGINEER SHALL BE NOTIFIED AT LEAST ONE WEEK PRIOR TO THE PRE -CONSTRUCTION CONFERENCE. _® `____-- ----- - "---'-"'O III - -- r , _____ _ _ O / o� / . / sow #4 / 2.- _ \�� '��_ - _ - i IP - ' ----- --- __>/�✓ o O -----? = SF8�\IAC -- g� �� \ \ \ �� _\ ----- - _ JOB - PROPOSED 6 _ \�'`� --- - '\` ,O / .'�0' li - ' ELEMENTARY SCHOOL _�o / ----- \ ` -L\------- -- --- --- --------i I ' d - _ FFE=714.00 IP ' `\ / _ --- �' 29 AC ST PS �fEl IP ----- �.7�� ,}J� Oar .,I,�d , ' -- J ti \----__-7 7 ovo , -tx 10 PS II r O 7O61 /DID CE Ax nip fa 1.4 -� pry,/?t2--------------- - ------- - - - - -j 71 714 _ l0 65 AC lb __ ____ _ __ 71 __ J I i t i I r **THIS PLAN IS FOR EROSION CONTROL PURPOSES ONLY** 1^ - 50,_0„ 50' 25' 0 50' 100' -- .-i o tw U �� • q 1/ r.b� \n 5 ID 0 roo® OVO G y. aF �N � I cz cz o m �"tI cv A 0 cv p •�o U .� I i u7 a� N ens w In Cd In Cd O 02 J a O z ICE O 5;C _ / Q 0 � I Q d o zz LJJ - uj W 7 LLJ O _J a Q z F-Ln o Z LLJ Y U 0_ LLJ o J Ld LJJ l C4.1 11 CONSTRUCTION OF A SILT FENCE BLOCK AND GRAVEL DROP INLET BLOCK & GRAVEL CURB INLET STONE CONSTRUCTION ENTRANCE (WITH WIRE SUPPORT) SEDIMENT FILTER SEDIMENT FILTER 1. SET X4 POSTS AND EXCAVATE A 4"" 2. STAPLE WIRE FENCING TO THE POSTS. TRENCH UPSLOPE ALONG THE UNE OF POSTS. CURB INLET WIRE SCREEN CONCRETE BLOCK 70, MIN, EXISTING �- 1 3• :1 MOUNTABLE i 7 FILTER CLOTH 6" MIN. A OPTIONAIE BERM I I ( / - 1 / �_� • SIDE ELEVATION �` Jill EXISTING GROUND 70' MIN.TT 1 B 1 FLOW - III - J III 0' MIN. WIRE SCREEN CONCRETE BLOCK B �- 4- WASHRgCK (OPTIONAL) GRAVEL FILTER --'� 3. ATTACH THE FILTER FABRIC TO THE WIRE 4. SACKFUL AND COMPACT THE GRAVEL FILTER 1, 0' MIN. FENCE AND EXTEND IT INTO THE TRENCH. EXCAVATED SOIL. WIRE SCREEN 12' MIN�� I"- EXISTING PAVEMENT FILTERED WATER flUNOFF OVERFLOW I WA R WITH FILTERED WATER - r SEDIMENT MENT a OVERFLOW ' WATER V➢OT kl ~� POSITIVE DRAINAGE 1�SE N. �; �/ DI ' p•_e' COURSE AGGREGATE B TO SE➢IMENT _ TRAPPING DEVICE _ / I IIII-TMTTP7=MT1 " MUST EXTEND FULL WIDTH / III /JI �./ DROP INLET R 1 OOF INGRESS PERATION AND EGRESS PLAN VIEW ��"�,/ _ J /o ? - WITH GATE SEDIMENT . GGG-(f✓ff✓✓' _ / Ge-=� / WIRE SCREEN r- FLOW / ' 2" X 4" WOOD STUD �o CURB INLET 12' MIN. II =III SPECIFIC APPLICATION 3" MIN. EXTENSION OF FABRIC AND WIRE INTO THE TRENCH. SPECIAL APPLICATION 3" MIN. THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE THIS METHOD OF INLET PROTECTION IS APPLICABLE AT HEAVY FLOWS ARE EXPECTED AND WHERE AN OVERFLOW RLTER FABRC CAPACITY IS NECESSARY TO PREVENT EXCESSIVE PONDING CURB INLETS WHERE AN OVERFLOW CAPABILITY IS NECESSARY FILTER CLOTH AROUND THE STRUCTURE. TO PREVENT EXCESSIVE PONDING IN FRONT OF THE STRUCTURE. SECTION A-A�� I ='''l III WIRE 6'-7" _I�'"' - - • GRAVEL SHALL BE VDOT #3, #357 OR #5 COARSE AGGREGATE. •GRAVEL SHALL BE VDOT (/3, #357 OR #5 COARSE AGGREGATE SOURCE: Adapted from Installation of 3traW end Fabrie Filter Barriers for Sediment Control, PLATE. 3,05-1 SOURCE: VA. DSWC PLATE. 3.07-3 SOURCE: VA. DSWC PLATE 3,07-8 Shaaaod A 17m. TEMPORARY SILT FENCE INLET PROTECTION NO SCALE NO SCALE VAESC STD. & SPEC. 3.07 T SPEC. 3.05 VAESC STD. & REINFORCED CONCRETE ➢RAIN SPACE SECTION B-e TEMPORARY SEDIMENT TRAP SOURCE: ADAPTED from 1983 Maryland Standards for Soil erosion and Sediment Control, and Va. DSWC Plate 3.02-1 PIPE OUTLET CONDITIONS A A 1' VARIABLE xi�_ CONSTRUCTION ENTRANCE --�- � ARIABLE NO SCALE VAESC STD. & SPEC. 3.02 GROUND GRASS LININ3dELEV. STABILIZATION MAT PIPE OUTLET TO FLAT - 67 CU. YD./ACRE AREA WITH NO DEFINED - j VARIABLE• SILT FENCE CULVERT INLET CHANNEL ry P»N `��" STORMWATER PROTECTION 67 GG YD,AGRE �-- LB � CONVEYANCE CHANNEL ENDWALL FILTER CLOTH ORIGINAL NO SCALE VAESC STD. & SPEC. 3.17 t GROUND ELEV. -dF- �' *SEE PLATE 3.13-1 COARSE AGGREGATE" CLASS I RIPRAP SECTION A -A MTKIR CLOTH EEY IN e"-S'; RECOMMENDED FOR ENTIRE PMUUMR TOE OF FILL CULVERT A �- CROSS SECTION OF OUTLET 3: A 3do (MIN.) O CLASS I RIPRAP C % /j i do LENGTH (IN FEET) = ROCK 1. H+-� CKDr+M DRAINAGE AREA PIPE OUTLET TO WELL �- DEFINED CHANNEL DIVERSION 2 ACRES OR LESS OF DRAINAGE AREA: PLAN VIEW - DIKE TOE OF FILL d (OPTIONAL) SILT FENCE - SECTION A -A IN RECOMMENDED \ �_ • SISTANCE TOWARDSEMBANKMENM IF FLOW NOTES: 1. APRON LBBNG LMAY BE RIPRAP, ROUTW RIPRAP. �® FOR ENTIE PEtmTETER (DOWNSTREAM VIEW) FLOW BASKET, OR CONCRETE. VDOT1 2. La IS THE LENGTH OF THE RIPRAP APRON AS CALCULATED USING PLATES 3.18-3 AND 318-4. x j / �-r COARSE AGGREGATE 9. d = 1.5 TIMES THE MAXIMUM STONE DIAMETER, BUT NOT COARSE AGGREGATE / ](C LE59 THAN a OPTIONAL STONE CO i1/rBIN/' TION Source: Va. DSWC Plate 3.18-1 � EXCAVATED ILTER CLOTH _\'��/�\ FLOW ?7 ' l 1 e v 1 s1 [ a AREA .--_____�� i FLOW h OUTLET PIPE SIZE MEDIAN STONE SIZE (d50) APRON LENGTH UPSTREAM WIDTH DOWNSTREAM WIDTH / •%COARSE AGGREGATE SHALL BE VDOT #3, #357 OR #5 OUTLET (PERSPECTIVE VIEW) 2-10 ACRES OF DRAINAGE AREA: AmI B• 3 18" 0.9, 4.5' 4.5' 6.0' 5 15" 0.9' 9.0' 3.75' 10.25' 8 24" 0.9, 11.0' 6.0' 13.0, - z.5 (CLASS Al) �UUKCE: VA. II PLA', -5 v � ° v ° u ° 519" I OUTLET PROTECTION `P�°N"' �- MINIMUM TOP WIDTH (W) ° *AASHTO M43 #3, #357, /#5, #56 OR #57RSE AGGREGATE RIP RAP NO SCALE VAESC STD. &SPEC. 3.18 REQUIRED FOR SEDIMENT (DOWNSTREAM VIEW) VDOT #1 TO REPLACE SILT FENCE IN " HORSESHOE " WHEN HIGH VELOCITY OF FLOW IS EXPECTED COARSE AGGREGATE TRAP EMBANKMENTS ° N SOURCE: ADAPTED from VDOT Standard Sheets and Va. DSWC PLATE. 3.08-1 CULVERT INLET PROTECTION NO SCALE VAESC STD. & SPEC. 3.08 N TEMPORARY DIVERSION DIKE I 'D 2 Compacted Soil 0 U o IB" min. •-Flow w U RAP N0. TEMPORARY SEDIMENT TRAP SIZE CHART GRAVEL SPILLWAY EMBANKMENT (H) DEPTH EXCAVATION SIZE LENGTH (L) WIDTH (W) HEIGHT OF OUTLET (Ho) 1 13.9 FT 2.5 FT 2.0 FT 3.0 FT 2.5 FT 25'W X 80'L 2 16,8 FT 2.5 FT 2.0 FT 3.0 FT 2.5 FT 30'W X 801 3 5.6 FT 2.5 FT 2.0 FT 3.0 FT 2.5 FT 20'W X 40'L 4 17.2 FT 2.5 FT 2.0 FT 3.0 FT 2.5 FT 30'W X 80'L 5 13.7 FT 2.5 FT 2.0 FT 3.0 FT 2.6 FT 25'W X 75'L 6 4.0 FT 2.5 FT 1.8 FT 2.8 FT 1.8 FT 20'W X 401 ACCORDING TO HEIGHT OF FLOW ° , 3, 0 0 EMBANKMENT (FEET) ° CLASS 1 RIPRAP W 1 SOURCE: VA. DSWC PLATE. 3.20-1 �� "- H0 "- SPACING BETWEEN CHECK DAMS 1.5 0.5 2.0 2.0 1.0 2.0 2.5 1.5 2.5 3.0 2.0 2.5 L = THE DISTANCE SUCH THAT POINTS �,. 3.5 2.5 3.0 HO H 4.0 3.0 3.0 A AND B ARE OF EQUAL ELEVATION 4.5 3.5 4.0 5.0 4.0 4.5 EXCAVATED AREA A L - B MAX. DEPTH = 4' ORIGINAL GROUND ELEV. I I F-- 4.5' min. o SOURCE: VA. DSWC PLATE. 3.13-1 3 a SOURCE: VA. DSWC PLATE 3.09-1 SOURCE: VA, DSWC PLATE. 3.20-2 TEMPORARY DIVERSION DIKE TEMPORARY SEDIMENT TRAP ROCK CHECK DAM NO SCALE VAESC STD. & SPEC. 3.09 NO SCALE VAESC STD. & SPEC. 3.13 NO SCALE VAESC STD. & SPEC. 3.20 0 CD .P r Q y O V > A� rn ti-i a1 an O A rti CD O N W W =w J a O -0- s 1 U V) Q Q M O Zz LL_i I- c U G W LIJ O J CL Lu ~ � O Z U Li J LAJ 0 W Lv U) J a W 0 J O Z O U Z O x Ld C4.2 SOURCE: VA. DSWC PLATE. 3.14-3 CONCRETE ANTI -SEEP COLLAR (3) #4 EA SIDE OF PIPE - 3000 psi 6" MIN CONCRETE SEE RISER DETAIL FOR PIPE DIA N a BONDING COMPOUND AROUND PIPE I 4.2' I r 1 RECOMMENDED DE WA TERING SYSTEM FOR SEDIMENT BASINS PROVIDE ADEQUATE STRAPPING POLYETHYLENE CAP DEPTH VARIES AS ELD PERFORATED POLYETHYLENE' REQUIRED _-- - AIN DRAINAGE TUBING fOR" STORAGE _ 8" DIAMETER WET " FERNCO-STYLE " COUPLING STORAGE DEWATERING ORIFICE, SCHEDULE 40 STEEL STUB i-FOOT MINIMUM, 5.2• DIAMETER CORRUGATED METAL RISER NOTE: WITH CONCRETE RISER, USE PVC SCHEDULE 40 STUB FOR DEWATERING ORIFICE DRAINAGE TUBING SHALL COMPLY WITH ASTM F667 AND AASHTO M294 SOURCE: VA. DSWC A N SEDIMEAT BASIA SUREMAIlU ELE VA TIONS CREST OF EMERGENCY SPILLWAY DESIGN HIGH WATER (25-YR. STORM ELEV.) MIN. 7,0' 0.5' MIN. 1.0' RISER CREST D C.Y. DRY ' SAC. TORAGE DEVICEERING 67 C.Y./ AC. WET " STORAGE ' SEDIMENT E STORAGE REDUCED POINT (" TO3O 4 CY/ ACRE) DESIGN ELEVATIONS WITH EMERGENCY SPILLWAY DESIGN HIGH WATER (25-YR. STORM ELEV.) o MIN. MIN. 1.0' E 67 C.Y./ AC. DRY STORAGE RISER CREST 67 C.Y./ AC. DEWATERING WET STORAGE DEVICE SEDIMENT CLEANOUT POINT DESIGN ELEVATIONS WITHOUT EMERGENCY SPILLWAY (RISER PASSES 25-YR. EVENT) SOURCE: VA. DSWC PLATE. 3,14-2 r MINIMUM STORAGE VOLUME AND SEDIMENT STORAGE 67 C.Y./ AC. DRY "STORAGE DEWATERING DEVICE 67 C.Y./ AC. WET STORAGE SEDIMENT CLEANOUT POINT (" WET " STORAGE REDUCED TO 34 C.Y./ ACRE) SOURCE; VA. DSWC PLATE. 3.14-1 PLATE. 3.14-15 SOURCE: VA. DSWC ANTI- VORTEX DEVICE DESIGN PRESSURE REUEF HOLES 1/2" DIA A O O PLAN VIEW 54" TACKWEI ALL ARI #6X 1 SPACER (TYPICA 35' DIAMETER SECTION A -A MIN. T BAR SIZE iIAR) TOP STIFFENER (IF REQUIRED) IS 1 1/4" X 1 i/4" X 1/4" ANGLE WELDED TO TOP AND O ORIENTED PENDICUI AR Tn ISOMETRIC CORRUGATIONS TOP IS 14 GAGE CORRUGATED METAL OR 12 GAGE 1/8" STEEL PLATE. PRESSURE RELIEF HOLES MAY BE OMMITTED, IF ENDS OF CORRUGATIONS ARE LEFT FULLY OPEN WHEN THE TOP IS ATTACHED. CYLINDER IS 14 GAGE CORRUGATED METAL PIPE OR FABRICATED FROM STEEL PLATE. NOTES: 1. THE CYLINDER MUST BE FIRMLY FASTENED TO THE TOP OF THE RISER. 2. SUPPORT BARS ARE WELDED TO THE TOP OF THE RISER OR ATTACHED BY STRAPS BOLTED TO TOP OF RISER. PLATE. 3.14-4 I DEWATERING SYSTEM SEE DET THIS SHEET ANTI -VORTEX DEVICE EMBANKMENT TOP SEE DETAIL THIS SHEET ELEV = 709.19 TOP RISER=TOP 1 DEWATERING TUBE 36' CMP 706.19 - RISER INV 5.2' ORIFICE•704.69 INV = 699.00 POND CLEANOUT ELEV-703.41 BOT OF POND ELEV 699.00 ® RISER 95% COMPACTION OVER BASE PLATE 3/16" FILLET WELD � 3/4' STEEL BASE PLATE 8'-0' ANTI -SEEP COLLAR (TYP) LOCATE 2 FEET MINIMUM FROM PIPE JOINTS, 2 COLLARS 0 15.4' MAX SPACING TEMPORARY SEDIMENT BASIN SECTION NO SCALE SED TRAP #f , 2.3?AC SE 25'i80' TREE LINE , ! ®1� LINE ' , r I DD! , / I I / ab - 6 ,' OP I I -- SED TRAP #4 2.8' AC ST 3080' 1 ` o l 2 MAX � 1 1 2' MIN DEPTH _ - 50.00 LF 24" SD O 2.00% CUTOFF TRENCH EXCAVATED INTO EXISTING GRADE / ------------------ SED TRAP #2 2.80 AC 30'X80- _ _ _ _ _ r DD NEW TREE LII` 8 � t` , 1 i OPS E TREE 'o`: _ IP 1 DD ' , 1 ' r , I SED AP #5 .291 AC / - �VX75' / Sl! I I ' t r / � I r , 1 � 1 ! PS I r I ! 1 SEDIMENT TRAP GRADING PLANS 30' 20' 10' 0 30' 60' 1" = 30'-0" NOTES: 1. CONTRACTOR SHALL MAINTAIN BASIN UNTIL AREA WHICH IT SERVES HAS BEEN SATISFACTORILY STABILIZED. 2. MARK POND CLEANOUT ELEVATION ON RISER SUCH THAT WHEN SEDIMENT REACHES THIS LEVEL, THE POND SHALL BE DREDGED TO ITS ORIGINAL CONTOURS. VDOT ES-1 END SECTION WITH RIP RAP OUTLET PROTECTION INVERT = 698.00 TEMPORARY SEDIMENT BASIN CHART PRINCIPAL SPILLWAY BASIN TOP OF DAM DEWATERING CLEANOUT BOTTOM OF RISER ANTI -VORTEX NO. DIA CREST ELEVATION ORIFICE ELEV ELEVATION WET STORAGE DIA z HEIGHT ELEVATION 1 36 IN 54 IN X 17 IN 1 706.19 709.19 704.69 703.41 699.00 1 I 11 I 1 11 E TREE,' LINE EXIST TR E\\LINE ' 1 , 1 , 1 p�D SED TRAP\#3 ST 0.94 AC 20'X40' I ' - --- I � 1 DD , I I 1 t 1 1 _ __ ------------ I mmm ! �0 DP ! y SED TRAP 0.66 AC ' - 20'X40' D .. I , , io 0 z U s 2 U U > � I Q � F- o Z z W c U L W W U _ -I Q_ W � � ZD Z W Y \ U / W Jo W LLJ V) _J Q W C) J Z 0 U Z 0 in 0 ry W C4.S