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HomeMy WebLinkAbout16-99 Orchard View Elementary School - Back Creek - Backfile (2)RUTH C. G IEVORY P.LN. 62-A-34 VIRGINIA K. WINDSOR ZONED: RA P.H.N. 62-A-36 USES ORCHARD A 1pE: ApBO1L11IE - - R ! T PACKING CORP. P.H.►L 74-A-3 ZONED: RA USE: ORCHARD 50' NGtESS / EXE " EASEMENT R III T PAGING CORP. PIN. 74-A-4 ZONED RA USE AGRICULTURAL R III T PACKING CORP. PIN. 74-A-4A ZONED RA USE: AGRICULTURAL i 1 / v R ! T �PACKING CORP. PJ-4 . ( 74-A ZONED. RA ' v USE: ORCHARD OVERALL SITE PLAN 100' Su p, = 100'-0" - R ! T PACKING CORP. PIN. 74-A-4C ZONED RA USE: ORCHARD R ! T PACKING CORP. P.I.N. 6}-A-38 ZONED: RA USE ORCHARD LEO11M DUSTING DEMO NEW DESCRIPTION zoo - 2= OONTORO 02075,00 --- IPOT BIYAROe Oomcmm UAr .-.- a Gum ------- ' CONORM PAWIWALK - - - - �- ►MOOR VAWL - ------- FOINK -- FrApo T LIKE - ----- CE NVBac a IAIRM -f --- bldtyMK ,oT 1101110111 --- C _ _ - _. _- ----- --- - ------ - tY51}- sHaRNH KM UQ DPW KILT - �O Ems-- OD loom --- WANTARY Wm APO CLiANCUT 7MTER U E NATO! VALVE ---- FIRE wymAXT HANOKSV PANOW WOODS LINE SKM %V M 4FH g "e ELECiRIC& LEG W E)OSTN0 DEMO NEW DESCRIPTION • K Povot rati ------ - ------ ---- - -_ -- 014WtAD UTIUTT Lm UNDON INOUND amallRM'Al PrAwAY 111NOG PIp,O[ 2-B PLC OOCUT PROM 7RANWONIM LOGOOa TO OJMCE POLM x MINIMUM OD%w CO DUCT= BY Town Do. uCNIWDUD CAS TOLTWm > rum--- UIOOIOOUD TOD'BOL LIM UIOOIDROIIIO NrOOIKM r" FOR UMfTMO AN4fM P0M PIIo�OE N IM T OUf. UWT RrW TYRE OM-400, POLE MO DOW IIAO - -S- - -- -iP-- --Mir;- -- F LID _ eQ FINAL SITE PLAN APPROVED BY ZONING ADMINISTR , -'-)R AFPRU. gh-7/9 l - - DAT • THIS SITE PLAN SHALL BE VAUD FOR A PERIOD OF FIVE (5) YEARS FROM DATE OF APPROVAL. PARKING SPACE CALCULATIONS TOTAL NO. SiUDENTS 560 PARKING REQUIRED 135 PARKING PROVIDED 119 BY ZONING OIDBMNCL REQUIRED PARKING IS 269E OF STUDENTS PLUS SEATING N AUDITORIUM OR GY114ASWIIN (SCHOOL HAS SEATING N NOTHIER). BASED ON DVERENfE 01H SIMILAR SCHOOL.!. THE SCHOOL SYSTEM FEELS THAT THE PARKING PROVIDED IS ADEQUATE; FREDERICK COUNTY PUBLIC SCHOOLS 'ALL PROVIDE A LETTER OF E7PLANATKN F NECESSARY. SITE DEMOLITION NOTES 1. CONTRACTOR SHALI REMOVE THE EMTNG GRAVEL ROAD THAT ENTERS AND PASSES THROUGH THE S17E THE GRAVEL ROAD AROUND THE WEST AND 'SOUTH OF THE PROPERTY IS TO REPLACE THE EXISTING GRAVEL ROAD AND IS MEIIFFORE TO BE FULLY COMPLETE BEFORE 71HE EX07M ROAD S REMOVED. 2. CONTRACTOR S TO RIWAE THE TWO (2) 24. ONP CULVERTS PASSING UNDER THE DISTING GRAVEL. ENTRANCE. I THE POIKAt POLES AND ASSOCIATED OVERHEAD LINES ARE TO BE REIDCATm BY THE UTILITY OWNER. CONTRACTOR SHALL PAY ALL FEES ASSOCIATED NTH THIS WOW AND COORDINATE WORK WITH THE UTILITY OWNED 4. THE E)OSTING WELL ACROSS THE SOU7HEN PROPERTY LINE SHALL BE ABANDONED ACCORDING TO THE DIRECTION OF THE VRG INNIA DEPARTMENT OF HEALTH. CONTACT KARL EVANS (VOH) FOR PROM ABANDONMENT PROCEDUIiS - (540) 722-3460. CONTRACTOR SHALL RELOCATE THE E)OSTNG SIGNS WITHIN THE R04T OF WAY ALONG ROUTE 625 ACCORDING TO THE DIRECTION OF VOOT. VDOT GENERAL NOTES 1. ALL WORK ON THIS PROJECT SHALL CONFORM TO THE LATEST EDITIONS OF THE VIRGNA DEPARTMENT OF TRANSPORTATION (VDOT) ROAD AND EDGE SPECIFICATIONS, AND STADAROS, THE VIRGNA EROSION AND SEDIMENT CONTROL REGULATIONS AND ANY OTHER STATE, FED7RAL. OR LOCAL REGULATIONS APPLICABLE IN TIE EVENT OF CONFLICT SETMEEN ANY OF THESE STANDAROS. SPEGFlCATIONS OR PLANS, THE MOST STIBNO]VT SHALL GOVERN_ 2. ALL CONSTRUCTION SHALL COMPLY WITH THE LATEST U.S. DEPARTiENT OF LABOR OCCUPATIONAL SAFETY ! HEALTH ADMINISTRATION AND VOW ROUES III REGULATIONS, 3. MEN WO GONG ON VOOT RIOT OF WAY, ALL TRAFFIC CONTROL, METHEIR PERMANENT OR 7EiPORARY, SHALL BE N ACCORDANCE WITH THE GLOW NT EDITION OF VDOT'S WORK AREA PROTECTION MANUAL FU RI ER MORL ALL TRAFFIC CONTROL FLA00ERS MUST OL CERTIFIED N ACCORDANCE WITH VOOTS JANUARY, 1994 (Oft LATEST EDITION OF) ROAD R BRIDGE SPECFICATONS. SECTOR 104.04-G 4. DESIGN FEATURES RELATING TO CONSTRUCTION OF TO REGULATION. CONTROL AND SAFETY OF TRAFFIC MAY BE SUFMCT TO CHANGE AS OEDAED NECESSARY BY VOOT. S. PRIOR 10 NI7IATION O MOOR(, CONTRACTOR SHALL SE IE3PONIW FOR ACQUIRING ALL NECESSARY VOOT LAND USE PERMITS FOR ANY WORK ON VOOT RIGHT OF WAY, 6. F REQUIRED BY THE LOCAL VDOT RESIDENCY OFFICE, A PIECON57RUC'T10N CONFERENCE MUST BE ARRANGED AND HELD BY THE ENGINEER AND/OR OWNER NTH THE ATTENDANCE OF THE CONTRACTOR AND VOOT PRIOR TO H71ATKW OF WORK. 7. CONTRACTOR SHALL NOT" THE LOCAL VOOT RESIDENCY OFF" WHEN WORK IS TO BEGIN OR CEASE FOR ANY tNDETEROtT) LENGTH OF 7RE. VOOT WLL ALSO REQUIRE 46 HOURS NOTICE FOR ANY INSPECTION. S. THE CONTRACTOR WW1 SE RESPONSIBLE FOR MAINTAINING ADEQUATE ACCESS TO THE PROJECT FROM THE ADJACENT PUBLIC ROADWAY TROUGH CONSiRUCTION AND MAINTENANCE OF A CONSTRUCTION ENTRANCE N ACCORDANCE NTH THE VRGNIA EROSION ! SEDBEiIT CONTROL HANDBOOK, SEC, 3.02, FURT ERNIOlE, ACCESS TO OTHER PROPER AFFECTED BY THIS PRO,ECT SHALL BE MAINTAINED THROUGH COIS7RUC7Kft Q 9. THE CONTRACTOR SHALL INSTALL A VOOT 00--12 HANDICAP RAMP ALONG ENTRANCE RADI WHEN DIRECTED BY THE VDOT AT THE TIME OF 4NSPECT1oN, GENERAL NOTES d r A 1. DINER: FFAVERICK COUNTY SCHOOL BOARD r. SUPERINTENDENT OF SCHOOLS 14111 AIBERST STREET IIIIIINCHESIM 22601 2 AROI7K9CT Tom. PAPPAS R RHUDY. INC. 200 COUNTRY CLUB DRIVE PLAZA OE BUILDING 'S' BIAOKS)URB VA 24000 (340) 562-2131 FAX (3 0) 951-0219 3. STE AREA TOTAL STE AREA 37.34" ACRES TOTAL DISTURBED SITE AREA 36.89 ACRES a 4. ZON1NOc RURAL AREAS (RA) i 5. MAGESTE UALDISTRICT: BACK CREEK 0. BUILDING INFORMATION PROPOSED BL LDNG HEIGHT 16'-R' (TYPICAL) MAl4iJ11 "MY PmTTED XOD' (wAx) WW 3 : S PRf>rQ� QIIDING USE EDUCATIONAL PRtp01ED GUI DING AREA 74.00 SOFT. LI� 7. SURVEY INFORMATION SUPPLIED BY MARSH II LEOOE, LA.. V84C E37M VBIaIA DATED APRIL 1S. 1999. 6. BOUNDARY NFOi MATION FOR DESIGNATED DRA/FELD EASEMENT ®'. SUPPLED BY ARC11TECT/ENOMM (DEW ABOVE} i rl 9. CONTRACTOR SHALL HAVE A LICENSED I" SURVEYOR RESET ANY BDICBMARK WTUIM DRNG OON$TRUC 101 AND SHALL NOTE THE NEW LOCATION AND ELEVA74N ON THE AS-SULT ORAWNOS. U w q am 10. ALL D ISTNG SITE FEATURES DAMAGED AS A REBUILT O7 TEE H� lw CONTRACTORS ACTIONS SMALL SE REPLACED OR REPAIRED AS ci DIRECTED BY THE NICIIITECT)ENONQR AT NO ADOTKOUL COST ` TO THE OWNER. Coo t 11. THERE ARE NO DUSTING-ENVRONIENTAL FEATURES' ON STE WINCH a ° REQUIRE ATTENTION. .. O� d m F N I m DIMENSIONAL LAYOUT NOTES � 1. SIX ARCHITECTURAL SHEETS FOR BUILDING DMEWKOIS co 2. ALL 000404 SHIM ARE 70 FACE OF MADN% FACE OF CURB, EDGE OF PAWMENT. AND PEWEND AAR TO PMM43M LEES. I ALL PARING LOT RADII SMALL BE 5 FEET UNLESS 01HO MBE NOTED. m �c ♦ STANDARD PAN" SPAM SHALL BE O'X20', UNLESS 07HERMISE NOTED. - C °! AND SHALL BE SEPARATED BY PANTED LEES. m w S HANDICAP ACCEMM PARKIN' SPACES SHALL SE 9X20' AID 94ALL BE U 7 yo SEPARATED BY 4 INCH WE PANTED UNIM o 6. ALL VrXRIOt CONCRETE DI'TRY PADS. PA1106, PORGIES AID SIDEWALKS. SHALL BE 4 INCHES TICK. 400D PSI AMR DMAB® COI ORM WMF i-.H O t'p IEBF011® WlIH SW W1.4 X W1.4 OR FIBROUS REIIFORCINCL CONCRETE U c y !MALL BE PLACED OVER A 4 INNCH LAYER OF COMPACTED VGOT TYPE- #57 AGGREGATE. "^ o a ee S 7. OIICIMIE PAD AT LOADING DOCK SHALL BE 6 NOES MOCK, 40M PS AN ENIRANED CONG RIM RE9FORCED NTH /5 BARS • 12 EW. CONCRETE PLACED OVER A 6 NCH LAYER OF OONPACIED VDOT TYPE 21A SHAGGREG `w D swdbA E. S. ALL PADS SUPPORiNG MECHANCAL OR ELECTRICAL EQUIPMENT SHALL BE 10' TICK PLACED ON C OF COMPAC,`TI D VDOT TYPE 21 A AGGREGATE PAM SHALL EXIM r ABOVE GRADE OR 0 ABOVE PAV80ff AND 6- BEYOND MON ENT N EACH DIRECTION AND 94ALL BE RENFORCFD NTH #4 BARS • lY EMI, PLACED 6' CLEAR FROM TOP OF SLAB. 9. COORDINATE EXACT SIX AND LOCATION OF MECHANICAL. AND ELECTRICAL EQUIPMENT PADS NTH EQUIPMENT FURNISHED. J < O O GENERAL UTILITY NOTES = U 1. ALL WATER UK AND SABTARY SEWER C047RMTM SHALL BE V) N CONFORMANCE WITH PROA= >PEpflCAT10NS AND VIRGNA DEPARTMENT OF HEALTH REQULATIONS. 2. CONTRACTOR SHALL CONTACT 'ON UTILFTY' ((600-662-7001) 72 PROR MAwm Cr U7LITES HOURS TO ANY EXCAVATION JH CANSWAXTKIN. F-- 3 UTLIMES 940MN ON THESE PLANS REPRESENT UMTY LOCATIONS AS OEIERi111iID PROM A HELD SURVEY OF AB01E GROUND UTILITY W z FEATUAIES AID RECORD ORAIIIINK CONTRACTOR SHALL BE IES'OiSRLE FOR VERITCATKN OF ALL UTILITY LOCATION; DEPTHS, AND MES PRIOR TO OONSA6UCTI01. IF EX s7M CONOTKNS AREOFF W U RENT THAN THAT WHICHON THE DRANN08. NOTIFY THE ARCHHrWCI;/il BMEOASgNN W 4. THERE MAY EXIST UTILITIES NIGH HAVE NOT BEEN SHOWN ON THE If PLANS AND OF NIGH THERE 15 NO 11115010111D. F ACTIVE UTILITIES Y ARE D CONTERED 04CH WETS NOT INDICATED ON THE DRAMNOS, < CONTRACTOR SHALL CONTACT THE APPROPRIATE UMTY COMPANY U J y AND THE ARCHIMI TA7410W BBEDIA71ELY. CONTRACTOR SHALL #ESiOiE TO TANG: NECESSARY STEPS ITS UTILITY SERVICE ANY IVW/V// DAMAGED UTILITIES AS SOON A! POSSHl.E. 4L. U U Y � Q e EROSION CONTROL NOTES 1. ALL E wsm AND SEDIB mATON CONTROL PRACTICES SHALL BE N m ACCORDANCE WITH TIE VIRGINLA EROSION s SEDIMENT CONTROL HADB00(, LATEST ED1110. 2. INSTALL EROSION CON7R&:PRACIICES AS AS PRACTICAL m SOON N THE LOCATIONS sHm ON THE ORAWBNGS AID N ANY ADDITKNAL LOCA7KNS DEEMED NECESSARY BY 90PECTORS OR LOCAL OFFICIALS Z p 3. EROSION CONMM MEASURE'S SHALL MUM N PLACE AD SHALL BE MAINTAINED BY TIE 00WARACTOR UNTIL, THE AREAS THIEY SERVE HAVE 904 STABILIZED. _ o N 4. CONTRACTOR SHALL MAINTAIN ALL SEEEI AID ROADWAYS FREE OF MUD AND OPT, AID SHALL CONTROL ALL ARBORIE POLLUTANTS AS 5. ANY TEIPQIARY EARTH 9045. DIVERSO14% AND SOL STOOPLES I SHALL BE SIDED FOR T-RAPORARY VEGETA7iVE COVER IWTHN 10 DAYS AFTER GRADING. 6. CONTRACTOR SHALL ADHERE TO ALL PROVISIONS OF THE EROSION p y AND SEM934TAYM CONTROL NARRATIVE INCLUDED WITH THE ENO" CONTROL SPECFICA IGIa G C U C 7. CONTRACTOR SHALL LOCATE IWGRAVEL CONSTRUCTION ENTRANCE AS NECESSARY TO ADAPT TQ FIELD CONDITIONS S. ALL PEOEHNNT SEEDING SHALL BE N ACCORDANCE WITH THE PROJECT SPEK7RCATON SECTION 02900. GENERAL GRADING & STORM DRAINAGE NOTES V. 1. NEW CONTOURS AND SPOT ELEVATIONS SHOWN ON THE PLANS REPRESENT Z W FINISHED GRADE ELEVATIONS, Q O 2. ALL SPOT ELEVATIONS SHOWN AT CURBS REFER TO THE TOP OF CURB. 0- Z I CONTRACTOR'S FTISH ED GRADE ELEVATIONS SHALL BE WITHIN ONE TENTH � OF A FOOT OF PLAN ELEVATIONS. 4. CONTRACTOR SHALL PROVIDE THE OWNER NTH A TOPOGRAPHIC SURVEY OR OTHER DOCUMENTATION KERNIED BY A LICENSED LAND SURVEYOR VERIFYING THE OONTRACTOWS FINISHED GRADE ELEVATIONS AIRE WITHIN 714E SPEC TOLERANCE_ J _y �V a CONTRACTOR SHALL STRIP AND ST0004 E TOPSOIL N APPROVED Q AREAS ON SITE. TOPSOIL STOCKPILES SHALL SE GRADED SD AS NOT TC RRERFETE WITH PROPER Sill DRAINAGE. TOPSOR. STOCKPILES (Y TEMPORARILY SEEDED TO PREVENT EROSION. ALL TOPSOIL �yJ W SHK BE�ON STE. 6. GRADE AROUND ALL BUHLDHNCS TO PROVIDE POSITIVE DRAINAGE AWAY O LLLJ FROM THE BUILDING J - GRADE ALL AREAS N THE NCIMITY OF DRY NIA-TS TO PROVIDE POSITIVE DRAINAGE TOWARD THE INLET. 6 PROVIDE INLET SHAPING AT ALL, NFW MANHOLES AND CATCH BASINS N ACCORDANCE WITH DETAIL, STET CK 9. REFER TO STORM ORAN PROFI. S SkEET CS FOR STRUCTURE INVERTS AND PPE SLOPE INFORMATION- 10. THE CONTRACTOR SHALL SPREAD AND NINE GRADE TOPSOIL, AND APPLY PERMANENT SEIM" IN ACCORDANCE VAIHH SPECIFICATIONS TO ALL DISTURBED UNPAVED AREAS. 1':. ALL ROOFDRAN LINES SHALL BE 6' tAAMETEA UNLESS OTERWSE M07ED AND SHALL BE CONS"ERUCTED Al A WdMU! SLOPE OF 1.00% AND NiH A MNU M COVER OF 2 FEET cl NO POSTED SPEED LIMIT 1 \ Op„- ALONG MIDDLE ROAD; 'y 1 4qy� A FLASHING SIGNALS AND SCHOOL ZONE SIGNAGE TO BE INSTALLED -FOR DIMENSIONAL LAYOUT - OF WORK IN RO.W. A 1 7, PLEASE SEE SH C7 24.15 RT - - - --- -- VA. SEC. PUU TE,628 TYPE 1. N 8951 3S vVwTPVMT _ MIDDLE ROAD N *jPVMT SIGHT DISTANCE - - - T +EP c _ H I -CG--7 � 11 � , -CG-7 OL _` N E 1279.36 FT _ Q - SEE DOODUTION- - - - - - - - ��TA 1i.66 ;10TEt L ; STA 16+30.99 P 4'HIGH x 144' / SEE DEMOLITION SHC1MOUTKON J 36.87' RT �p TYp� 1 NOTE 7- �p A110N tD NOTE S ON SH Ct CG-2SEE DEMaInaH40.1 RT aN sH C1 T' pr4T 2 StIPPOR►W T fi. �i CG e_Rqp I ' 1 ' J CENTER 9GN ON BUS LOOP E ,o p� A STA 81+00.04 TYPE 1 NOTE 5 ON SH CI SEE DEMOLITION A 26+75.77 57+00 0O' RT PV1AT �(>M NOTE 3 ON SH C1 / 57.35 RT 1 61+00 G 6106. j + A 4+ B TYPE 1 Ep PVWT ,w•- 38.91 RT CG-6 + DEMOJTICN i CG-5_� N TE 1 ON SH CI `--STORMWATER 100' BUILDING SETBACK - - - - - _ - - - -�E � - _ MANAGEMENT AREA- , i A _24V2_37 TA 1+ 77 I - -R PT TA T' A /'I F' 157.26 RT 157.45 FIT 37 / ORCHARD - C1r2 I� M �. - T - ,;• Ate'+_ • + m ^ �} I 172.35' RT / 1h yY" 624-00 1 cnv B uB U / �I z n 8 TYPE 1 BUS DRIVE 8 Ep 8 J .� TYPE PVIAT - 1 - ___ _ - ___2 _ _ ./ BLACK CHAINUNK EOIESS EASE ]ETIT L SK,T1 t, t. t ' ■ ■■. ■ - -FUG POLE FENCE AROUND ENTIRE �TI�._;j�+Q .I6_ - • • " p 4 DETENTION POND 14.30 RT GN F i PC STA h' 226 33 !a _ SEE 63+00 / b ,C1 I / , 60 YD x 120 YD �I PLAYING FIELD i / 201 _- SKRR/ D SIGN ' I 1, slu 12' GN F BAC CK' ,REEK i_ 1 / ELEMENTARY SCHOOL j / i I �xa ✓�i4.8%/ � '• !^ TYPE 1 4 BOLLARDS O 5.76' o. /.� SO -- t12.67-- / - .•, PVMT SET 1.50' BACK FROM P 0. PA / OTI1 / r US �.IT , STA 27.01 / / Y FUEL 4G '-SEE C - B STATION CONC. 512.00' RT SHEET FOR G�. / / �� � , DIMENSIONS IN 1&75'xt& 5' 65+00 STA _ �8.47 �' CG-2� LAADAING/SEtVICE >4 15.00 EP F r A / .47 / ��� i ff i 3.7 LT 89' LT - NOTE 2, WEL- . • j '/ / /�• 1' wit' �''� i^ . *• � �� -�'/ � % I , 5, � INV�793. 711 660. ,; ACCESS ROAD TO SEPTIC SYSTEM • 25VR / SEE SHEET ST1 FOR SOFTBALL Fl O TYCAL SECTION -47 � BEGM A / €Z SERAOE PAVED 50Etar WORK THIS P08T ASCALL - - - _ SHALL SHM AND COURT ON THE SHEETS AND A / -SEE W SHEETS PROJECT C SECTION 0� 40 u0 - FOR 93611C TANKS / AND PUMP CHAMBER SANITARY SEE RY LINES c FOR SANITAARY LINES / A, , 1111011H1rA`' . -SEE DEMOLITION NOTE 1 ON SH C1 �_ r ARvTMJOVE EX03M ORCHARD WITHIN W V PROPERTY LINES `, A r ��EOQSTINp TO PROJECT SP6 A ICAT 0 , \ - _ ORCHARD_____ -SEE DEMOLITION- / 60 YD x 120 / YD j NOTE 3 ON SH C1 ', ' / \ PLAYING FIELD,p PLA $`tD / �a 1 ` NA1CFlINE -SHEET C2 \ � ;�yrA.,r� G _ _ \ _ _ _ MATfZ11.ME - SLEET C2 -SHEET C3 - - - S 'S \ \ 12' ACCESS ROAD MATQiJE - SHEET C3 - - -BAR!) - \ 48*(r. \ \ a , f TO SEPTIC SYSTEM; ' \� SEE SHEET ST1 FOR TYPICAL SECTION \ _pi SEE 'ST' SHEETS CENTERLINE LINE TABLE NUMBER DIRECTION DISTANCE L1 S 20'04'S6' E 306.59 FT L2 S 0621 34 W 663.52 FT L3 S 8121 49 E 489.44 FT L4 S 20Y14 E 165.77 FT Lb N 8935 0 E 244.17 FT 5 N 20'W5W W 156.16 FT L7 S 2ODr5r E 531.47 FT L8 S 20W'RFIF 273.80 FT L9 S 512 14 E 15&95 FT L10 N 69- 0 E 135.59 FT L11 N 40Y6 24 E 251.97 FT L12 S 1829'27' E 211.21 FT L13 S 36`S6'34 E 224.33 FT S 24 E 9. FT L75 S 8334'25 E 36&91 FT L16 IS O6 35 W 30.00 FT CENTERLINE CURVE TABLE MJkW DIRECTION CLENGTH FT ALENGTH FT RADIUS FT TANGENT FT DELTA CI S 07'21'4Y E 88.08 8&Bi 200.00 45.15 2526'32' C2 S 06 E 6&66 75.68 50.00 47.22 66' C3 S 65M4 E 106.07 117.81 7&DO 75,00 C4 N 2435 0 E 106.07 117.61 75.00 75.00 C5 S 36'4406 E 32.38 32.78 SO. DO 16.81 31'I18 (b T W44 06 E 6&_M 61.47 50.00 33.74 58'41 44 C7 N 55'05 E 30.70 31.04 '-D0 15.88 29 CS 49 N 10*30E 59.56 6233 60.00 34.31 59711 C0 S 26-4624- E 117.69 117.78 149.02 18.99 20'31'55' C10 IS 6025.29- E 139.65 140.98 150.00 121.72 48 S S1' SANITARY SEWER CLEANOUT SCHEDULE CLEANOUT NUMBER INVERT COI 797.11 CO2 79&41 CO3 800.00 004 798.49 C05 799.19 Coe 799.69 C07 800.10 COB 799.71 009 802.32 min 60248 -CONTRACTOR SHAD. FIELD LOCATE INVERTS FOR ALL CLEANOUTS SHOWN WITHOUT A NUMBER. NOTES THIS SHFFT 1. PROVIDE 12'x12'XB' GRADE MOUNTED QUAZITE TYPE PC GASKETED BOX. PROVIDE 2 No 10 k i No 10 GND FROM FUEL DISPENSER CIRCUIT. 2 PROVIDE 3 No 8 t 1 No 10 GND FROM MCC-2E TO WATER WELL PUMP. 3. PROVIDE 100 AMP, 20OW20 VOLT, 3 PHASE, 4 WIRE HEMA 3R PAWLBOARD WITH 12-1 POLE] 20 A►8BRANCH CIRCUIT BREAKERS. PROVIDE 4 No 6 t 1 No 10 GNO, 1 C TO LM-38. MOUNT ON 6%8' TREATED POST, 3' TO TOP. 4. TO EXTERIOR LIGHTING CONTROLS IN ROOM 246. SEE DIAGRAM SHEET E2. 5. PROVIDE 3' PVC DUCT TO BACKBOARDS IN ROOM 138. COORDINATE MATH U71UTIES CO. 6. PROVIDE 3 No 2 t 1 No 6 GND, 2'C TO SEVER TREATMENT EQUIPMENT. SEE SHEET ST6 FOR ADDITIONAL REQUIREMENTS, 7. PROVIDE ONE TYOE W-70 LIGHTING FIXTURE TO ILLUMINATE SIGN. CONNECT TO EXTERIOR LIGHTING CONTROLS IN ROOM 246. ATER SUPPLY NARRATI AN OFF -SITE WATER SUPPLY S BEING SA MD BY THE FREDERICK COUNTY SANITATION AUTHORITY. SHOULD THIS WATER SUPPLY BE DETERMINED TO BE ADEQUATE, THE SCHOOL ADMINISTRATION WILL REQUEST THAT PROVISIONS BE MADE TO TIE INTO THIS SYSTEM. THE USE OF THIS OFF-S[TE WATER SUPPLY MIL. ELIMNAIE THE NEED FOR THE ON -SITE WATER SUPPLY STRUCTURE THAT IS DEPICTED ON THE SITE PLAN. AN ADEQUATE OFF-SIE OR ON -SITE WATER SUPPLY WILL BE PROVIDED, INSPECTED, AND APPROVED PRIOR TO THE ISSUANCE OF A CERTIFICATE OF OCCUPANCY PERMIT FOR THIS FACILITY. LOADING DOCK AREA DIMENSIONAL INSET SCALE: 1'-20' 20' 0 50' 100 I" = 40'-0" KEYPLAN lit n V w !a'W Y O = 5 V) Qn n F- LAJ Ozz U W J Lu Y < LLd v Lj 1.L Z U U � a m SHEET — — — — — — _ MATCFQ)E - SHEETYAT0%:tiE - 9EET C2 FT C2 _ — — \ _ �I ���dlpl G � 7t1 SIGN�MATCH NE - SHEET C3 MU ARO \ \ 43q' \ / I SFEiT� 1�` ��� f TO SEPTIC SYSTEM — �\ TYPICALSEE SHEETST SECTI1 ROADC \�V,-SEE 'ST' SHEETS 1 / -FOR PUMPS STATI CLEAR/REMOVE EXISTING ORCHARD WITHIN THE \ \ STA +57. PROPERTY LINES 1 - ` \ 55.4E' LT \ :� i i TOO PROJECT SPECtTC NS ND � o ON SH C2 SKIM STA S�+Ye.sa \ I�• ' A 24+7253 \ \ ry w 101.75 lr \ Ogg \7067.23 RT / ^,'• , , SEE •ST' SIGN / LIMITS IN DRNNFlNEID FOR `\� FOR SAND lLDl(4 7 . \ SEE GARDINGCSITEE CLEARING SPECIFICATIONS J� RESERVE BEDS AND BILLD:lB i' 1070.79 RT DESIGNATED DRANFIEID EASEMENT. DRAINFlELD STA 24+53. 1096.25 SEE •ST' SHEETS ` \ I � j ALL WORK WITHIN SO' INGRESS/—/ \ i \ \ STA 2 ✓lO.G1 DRAINFIELD EASEMENT EGRESS EASEMENT \ \ ` SEE DEMOU \ IIOY. RT \ TE 3 ON SIN CIri N� _ - - -_- -_ _- . \M EXISTING ORCHARD �-- _�� r---- - ----� \ `? c I I � � _-----------� SICNOf RESERVE ORNNFRID - - - - - --' - - - y RESERVE / - _-_- - DRAPIIFELD RESERVE / EXISTING WELL TO BE "� O` DRAtfi.1D - - - ,-r / ABANDONED ACCORDING TO \ L \ -_ _` - - - VIRGINIA DEPARTMENT OF HEALTH; \ \ �� SEE •S1' SH CONTACT KARL EVANS WITH VDH FOR \ 1 FOR ALL WORK WI C - _ �� `-� -_ PROPER ABANDONMENT PROCEDURES 1HE DRAINFlEID EASDMEN -- _ _ ��• �^ _ _ _� (540) 722-34M — _- - - - - - - - / REMOVE EXISTING ABOVE GROUND TANK AND ALL APPURTENANCES \ \ i -_ - - - - — - INCLUDING PIERS, CONC. SLAB. AND �� \ ���_ / SMALL SHED; WATERLINE FROM EXISTING \ • / ^`� - - - - - - - - /' WELL (400'3 TO EAST) TO BE �^ `I — _ -_•- -.'- - �_�_.` / ABANDONED IN THE GROUND ' \ tarSETBACK '6L&'NC DE90NAIM ✓� — — — / / -_-_ _-_-_ - -_ EASEMENT / ; vS Y ' MC _ _ _ _ RESERVE - _ _ _ _ _ _ _ _ _ _ _ _ _ _ - _ _ - _ _ _ - _ _ - _ _ _ J DRA)HRELD I '`K _ _ _ _ _ _ _ _ _ r _-_- / / ------ ------------------- 1 - - - - -- -- --- - - - ------t-+-__------__- ---- _ _ _ /'//,' • /' / / -. 13.000 cat WATT3t, _ i `~ -� ___- _- - _ _ _ _ _ -r _ _ -- _ - / \ / STORAGE TANK TO „� _ _ _ -- - - - - - - - -�- __-_- - - - SUPPLY SCHOOL'S L FIRE HYDRANTS INSTALLNEW rti--- / / \/ WITH 3'-0' MIN. \`_ _ S 7524'52' W `�----_-~_ CAVR PROVIDE 2'PVC CONDUIT _ _ - - 378.7 (WITH 2'-0• MIN. COVER) �\ - 1 FT _ ' WITH PULL WIRE FOR FUTURE \ / ' j i / / \ \ �\ \ / ELECTRICAL WIRING _ J \\ / >" - NEW ABOVE GROUND TANK; - -. SEE NOTES AND DETAILS ON SKETCHES SK5 AND SK6 REGARDING THIS WORK. w Qp /---------------- - hI. 20' 0 50' 100' I' = 40'-0" ATER SUPPLY NARRATI AN OFF -SITE WATER SUPPLY IS BEING STUDIED BY THE FREDERICK COUNTY SANITATION AUTHORITY. SHOULD THIS WATER SUPPLY BE DETERMINED TO BE ADEQUATE, THE SCHOOL ADMINISTRATION WALL REQUEST THAT PROW90NS BE MADE TO TIE INTO THIS SYSTEM. THE USE OF THIS OFT -SITE WATER SUPPLY WILL ELIMINATE THE NEED FOR THE ON -SITE WATER SUPPLY STRUCTURE THAT IS DEPICTED ON THE SITE PLAN. AN ADEQUATE OFT -SITE OR ON -SITE WATER SUPPLY WILL BE PROVIDED, INSI'ECTED, AND APPROVED PRIOR TO THE ISSUANCE OF A CERTIFICATE OF OCCUPANCY PERMIT FOUR THIS FACILITY. NN �p N O N I m y a. F� Cd co N u> w tlo� C. 7 U Py V . O Nwt.. s m t as a J W a� za 0 zz w< �J o� 0-1 I~ M / / ' / RCP FROM 'RTO 12'RCP FROM '0' TO `- - - SD'SCHEDULE AND PROFILES /r SEE SO SCHEDULE AND PROFILES 8QQ ' LOCATIONS, INVERTS, ETC. / FOR LOCATIONS, INVERTS, ETC. - - - ��xn 4AROUTE 628 E 709J513.2911 789.52 ! �/1CL 795.55-. .1 N 603.25-�_ ROAD ,.` _ ..EC V li b 2` IV►I 11AAI� L. -VDOT DESIGN An.v - - - .�:. TO NEW T SPECIM..gESIGN ,.. � R . (SE£ NOTE 3 _ p C 9'ap5 BM-1 _ - 806- _ - NTE 3 BELOW) --794-----..� ----- I; 803.792--- -- / J 24 --- 4 RCP - N S 26 m 0 0 797. 797.00 =_ 41 f >- ,' P DO OQ P$ OD 796 794 1 4T 22'' TO NEW VDOT CONTR 106 - . TYPE 1 pTCH WITH INV - 7W72 WO 1 ACT�1 M�TALL _ ©ESPECIAL DESIGN SE / INV-T 17 STA 40+80.00 799.33 �PORARV f8- �T t►�ER ® - / o 1 VDOT ES-1 W/ / (SEE NOTE 3 BELOW) DINE; FIELD LOCATE - 1.00% MIN 7 t VDOT EC-t 794 DEI�EN� oa ro J I BASIN U W JCK' ./r�%, - _ --- 79612• WIDE // ,\°j• A acI DOUBLE GATE �ORCHARD m b 800.20 800.00, 797 /h\ ' r�•. u In c i 1 i 41 Ib C / VDOT EC-1 TITS/ _ � VDOT ES-1 � u8024 7 I I co O I I r r / / 7.85 _-bob ro r 810.50 O � �o ,V 808 B0 01, Om R312.W - ' 20 - I 812.80 � a \ o O / / .00 SEE 'STATION -ELEVATION' TABLE ON THIS SHEET FOR STAKEOUT INFORMATION FOR THIS GRAVEL ROAD 804.00 .�03. I / ///////// ABACK CREEK/ ELEMENTARY SCHd F.2.104V 004 .FFE /$A4.67/ dr 0 m b ` TB76� 85 /O O OO _ G 802. 804, 00 \ 803.30 803. 807.20 \ \4 i 807. 808.00 810.70 / 807.20 /,- 809.00 40 / O �.00 / .7 / 807.20 7917 7 / STORM DRAIN STRUCTURE SCHEDULE STRUCTURE TYPE STATION OFFSET TOP ELEV LOWER INVERT STRUCTURE TYPE STATION OFFSET TOP ET.EV LOY" INVERT OES-1 26+47.81 46.88 RT WA 789.88 O ES-1 24+13.15 94.75 RT NA 795.00 ODI-1 25+40.95 69.00 RT 094.45 790.D5 O DI-7 21+63.84 242.54 RT 802.40 797.45 OES-1 27+55.09 19&98 RT WA 792.55 O DI-7 17+8&64 242.17 RT 802.40 800.40 O DI-7 22+82.40 67&01 RT 800.00 797.25 O© SEE N03 24+42.82 46.42 RT NA 792.75 BELOW OMH-1 20+69.76 732.19 RT 803.00 79&40 O DI-7 23+20.08 43.83 RT 797.00 793.85 ODI-7 17+31.84 M35 RT 805.00 803.00 O 01-7 21+02.20 45.45 RT 7".00 795.1&3 O DI-7 19+41.76 63&89 RT 802.40 799.28 O� SEE NTE 3 BELOW /8+90.34 52.00 RT NA 799.60 O01-7 18+64.91 449.04 RT 802.40 800.40 © 23+20.03 39.50 RT 796.99 79&99 L-63.9 ODI-7 19447.08 922.12 RT 802.75 801.00 O 01-330 21+02.05 27.50 RTA 798.97 795.97 103.00 ` 80300 F E) 801.00 - I acl �(3 N by s I bm • D03 I I Y / 79fl 800.20 801.00 802.00 801.00 90 0 -797.74 ® 2,03_ ® 2.0X m 802.05 / 79S 91, / 0 a SEE INSET ON TES I / , , O S I SHEET FOR SPOT - ELEVATIONS IN ItHE LOADING DOCK iAREA�/ / U V) --- --- 79 9 800.00 800.20 800.00 9.4 806 ' I I LAI Z -IRS --a02- N 7092910.3809 / E 11557459.3143. _ / �- - /' ( /' ,' J CIO ELEV-806.98 �- IX / `Ld Nn i 0 ap0" // /' 00 ob f� Y 6 V I � MATCHU E - SHEET 04 _ - - YATpIIE - SIEFT CB STATION - ELEVATION TABLE FOR NEW GRAVEL ROAD AROUND WEST AND SOUTH OF SITE STATION ELEVATION STATION ELEVATION STATION ELEVATION STATION ELEVATION 4000.00 806.648 4400.00 809.612 4900.00 816.596 5300.00 814.N3 4038.35 80&045 4450.00 810,310 4950.00 817.295 5323.38 813.687 4050.00 805.882 4500.00 811-009 5000.00 817-993 5350.00 812.917 4100.00 805.639 4550.00 811.707 505000 818.692 5400.00 1 811.963 4138.35 805,957 4600.00 812.405 5082.83 819.150 5423.38 811.737 4150.00 806.119 4650.00 813.104 5100.00 819.322 5450.00 811.560 4200.00 806.818 4700.00 813.802 5150.00 819.044 5500.00 811.227 4250.00 807,516 4750.00 814.501 5182.84 81&232 5524.05 811.067 4300.00 808.215 4800.00 815.199 5200.00 817.677 4350.00 608.913 1- 4 85000 815,998 5250,00 816.060 Nu 1 cY. 1. ALL DI-7 INLETS SHALL HAVE TYPE II GRATES. 2. STATION AND OFFSET TO ENOWALL IS TO THE CENTER OF THE FACE OF WALL 3. ALL DOWALLS FOR MULTIPLE PIPES INDICATED AS VDOT SPECIAL DESIGN SECTION SHALL CONFORM TO VOOT STANDARD DRAWING NO. 2045. 'SPECIAL DESIGN CONCRETE SLAB END TREATMENT.' m I 1 / I / 1 / / Ix ' / I O fp / \ I / •g v -EXISTING \ _ - ORCHARD , o - / LAJ Q .� MATC/EilE - SHEET a - - -'-•' '- - - 0 - - MATGILNE - SHEET C5 / _ Q Z Q EROSION CONTROL LEGEND SYMBOL DESf7W710N STD. At SPEC. PERMANENT SEEDI G" 3.3Y._-- -- SLY FENCE 3.05 OONS7RUC110N ENTRANCE &02 IP INLET PROTECTION 107 CULVERT INLET PROTECTION &OB �D TEMPORARY DIVERl101/ DICE a09 58 TEMPORARY SED11MENT BASIN &14 .A PLEAS SEE EROSION CONTROL NOW 8 ON SHEET Cl REGARDING PIERIENANT SEEDING. STORM SEWER NARRATIVE AN ALTERNATIVE STORM MM DESIGN IS BEING PREPARED BY THE PROJECT ENQNEER. THIS DESIGN WOULD ALLOW FOR THE RAINATION OF THE Ma 24' RCP4 LOCATED ADJACENT TD, AND ON THE SOUTH SNDE OF. MEDDLE ROAD. SHOLU THIS DESIGN BE APPROVED BY THE VIRGINIA DEPARTMENT OF TRANSPORTATION AND THE DEPARTMENT OF PUBLIC Wows, A REVISED SHEET MILL BE SUBMITTED FOR NCUDSION IN THE STE PLAN. ALL IMPROVEMENTS REQUIRED FOR THE STORM SEWER DESIGN WILL BE IMPLEMENTED PRIOR TO THE ISSUANCE OF A CERTIFICATE OF OCCUPANCY PERMIT FOR THIS FACIUTY. - - 0_---------- /J � 1�433 • J x �. s ` i ! ,• y 1 Nin804.67 ;Qp 804.00 I '•• 802,15® '. x � s.oaz �. 1 1 1 I 1 ! 804.67 804.00 1 LOADING DOCK AREA INSET SCALE: 1'-20' 1" = 40'-0' 20' 0 50, 100' Q LLJ of w 0 < I Z Z Q � V KEYPLAN w U 1"- w c 0 i St SEE 'STATION -ELEVATION' TABLE ON SHEET C4 FOR STAKEOUT INFORMATION FOR THIS GRAVEL ROAD "At� sHEET C2 r — uA-- s1EET C3 / i J � Jf /� \ / r I / \ J J / r f / r r � I 1 \ / / r \ �'10 / +\ = CAP J \ >0720 �y \80700 i M A704 NE - SHEET C2 YATCHU E - SHEET C3 — � O PS J / , I EXISTING ORCHARD / � I `-- - - - - -- 610 EROSION CONTROL LEGEND SYMBOL DESCR PTIGN SM. t SPEC. PEWAtENT-SEEDNO- 3m 3.08 SILT PENCE CONSTRWTION ENTRANCE JIM IP INLET PROTECTION &07 CULVERT INLET PROTECTION &08 TEMPORARY CrYMS ON OOM 3AY $8 TEMPORARY SEDINIE/T BASIN &14 «� PLEASE SEE EROSION CONTROL NOTE E ON SHEET Cl REGAROM PERME►//ANT SEEDNQ 20' 0 i" = 40'-0" �S� 50' 100' b v b v d v w a a A A U W� m Q Z Q Q W Q Z Z Q J 0- U U LJ W (n � 114 wed IN M E F _ 820 alp a � a10 4 _,.....- -_ - _ ._-. _..-- -.. _. FINISHED GRADE..._... o91 s . _ B10 — - - -- a00 - ------ ------,---------------�- _ Ewl GRADE 8� •000 a <8 7a0 > 2 Z Zv ja_ - _ . _._ . _. __ - - _. - ..... -. _ - _ ... _ .... .. > - - - - ♦ ♦ 7 e I ae 770 1R18S0 _ tOnfB 30I34 - 770 "A E•is pEwleleNc s1sFEM � Dn THIS SNBET A-FIRtSHED GRADE // /-EMT"c MADE TOP _EMBANKMENT =_ELEV 797.00 _ -- — TOP R151911-70P o 1u� 793.X -ELEV -- - - - 9W 3.0' OI+;FTCE�793.00 INV = 790.25 PQD CLF/IIIOIIT BEw79i00 - BOT OF POND ELEV 790.25 O RISER \ / 95x COMPACTION OVER BASE PLATE 1/4' STEEL BASE PLATE alp (_" BZO $ _. mo 810 FINISHED G-W .. .... .. ..... ..... .. .fffr4.. ._... aw — — — — 800 9p 7!0 790 7a0 rn G _.._ . ... . _ .. - _.. ._ _ 780 iTe a>T• > 770 400.00 - IL _. 770 215.98' - (3) z4'N FENCE POE YDOT DI-7 -- 5 ANTI -VORTEX DEVICE W/ TYPE I GRATE SEE DETAIL THIS SHEET TOP 794.75 / �- 24" CLP RISER 3�MAX� (�) 1 ANTI -SEEP 5' - 24' QP t'-d SEE DETAIL THIS T NV . 790.25 -� 20,25' - 24"RCP 11.WX iY 30'X48" - 1/4" STEEL PLATE 'WELDED TO CHIP 90LT AND PROVIDE WATERTIGHT SEAL AT ENDWALL FACE PROW 24" DIA HOLE IN PLATE CENTERED ON HEADWALL OPET191G N Y _ 820 n. A S W o 1 1&8Y - 30'RCP O t = NOTES 1. MARK POND CLEANOUT ELEVATION ON RISER SUCH THAT WHEN SEDIMENT REACHES THIS LEVER, THE POND SHALL BE DREDGED TO ITS ORIMAL CONTOR& 2. INSTALL RISER AS INDICATED FOR USE AV TEMPORARY SEDIMENT POND. UPON COMPLETION OF CONSTRUCTION AND STABIUZA11ON OF SITE. REMOVE RISER, 5' OF CMP AND STEEL PLATE ON FACE OF HEADWALL AND GRADE TO DRAIN IN ACCORDANCE WITH SITE GRADING PLAN. THEN BOLT AND SEAL STEAL ORIFICE PLATE WITH TRASH RACK TO FACE OF HEADWALL AS DETAILED ON THIS SHEET. SEDIMENT BASIN RISER DETAIL NO SCALE FENCE POST 1 W' LENGTH, GRASSED TOP OF DAM EL - 797.00 EMERGENCY SPILLWAY _ 8r CROWN AT 0.25" / V SLOPE ELEV . 79&00 1'-0' /-- - - - ------ 2 -�7 1 DAM CENTERLIIE caNTROLLEo ��— 1:1 MAX TIP J l�4_-K}�' rMIN- I POND EMBANKMENT SECTION NO SCALE CUTOFF TRENCH MIN DEPTH 2'-0* BELOW LOWEST LEVEL OF ACCEPTABLE INSITU MATERIAL (3) /4 EA SIDE OF PPE -- 120.71' - (3) 24-RCPv O OLNX 04 r ?=3 00lgilE { 9' MN i It —NI01✓AD PPE DETAIL - ANTI -SEEP COLLAR NO SCALE STORM DRAIN PROFILES O 3d ES-1 ''A/1rY PLATE (30"X487) FIt m HFAnWA1 I IN ■■■■■■■' ■■ :w-r■ ��11��■1`1� •■!.■■IL-■.. L-VDOT EW-1 BOTTOM OF BAR TO RE ON CONCRI __. -- -- -`__. - - _. _ _. _- _._ --__• _.- -- ---.. K - . _ - _ _..-- -_.. _ .. _ _ _. _. _..-.�-_�._ -' . __. .__._. _ _ LSE _ .. p ^V .. .. _ ..- _..._... ...._...__.. _.-.. .._ .. OgJalo ___ z 810 � r�FIq� .PGV - ._. _.. �FINISHED GRADE — — — ... __. ow — Soo l r� Qa27C __ . __ _ 371.ar - la 0_ —c _ __ _ . __ _ GRADE GRADE _ 790 _El9STNG — -_ 790 _ _ p 7B0 F n n 780 1 = 93 77D _. __ _._ ..- __ ____.. __ _- .. ._ ._ _... .. _. _ __ .._.. _.. ._ .. _._ __... _._ .. __- 77D imao. 20' 0 50' 100' HORIZONTAL SCALE; T" = 40'-0" 10' 5' 0 10' 20' VERTICAL SCALE; 1" = to'-O" - NOTE% 1. TRASH RACK SHALL BE CONSTRUCTED OF MNIMUM 1/4' GALVANIZED STEEL BARS 2 TRASH RAC( SHALL BE TACK WELDED TO THE 1/4' STEEL PLATE WHICH SHALL BE BOLTED AND SEALED TO 11 E HEADWALL THE BOTTOM OF THE TRASH RACK SHALL REST ON THE BASE OF THE HEADWALL * TRASH RACK SHALL HAVE 2' GEAR SPACE BETWEEN STEEL BARS BOTH HORIZONTALLY AND VERTICALLY. 4. CONTRACTOR MAY SUBSTITUTE A COMPARABLE OEM AS APPROVED BY THE ENGMFm. TRASH RACK DETAIL NO SCALE PROVIDE ADEQUATE STRAPPING - - TACK WELD -- CORRUGATED METAL RISER --- A POLYETHYLENE CAP ; o - A *PERFORATED POLYETHYLENE P 5' DIA. DRAINAGE TUBING TOP —----. I FERNCO-STYLE COUPLING 3.0' DIA. DEWATERING ORIFICE, Sl SCHEDULE 40 STEEL STUB SI 1-FOOT MINIMUM D NOTE: MATH CONCRETE RISER, USE PVC SCHEDULE 40 STUB r FOR DEWATERING ORIFICE *NOTE TO DESIGNER: THIS DESIGN IN ACCORDANCE TO ST'D & SPEC 3.14 OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK. * * DRAINAGE TUBING SHALL COMPLY WITH ASTM F667 AND AASHTO M294 DEWATERING SYSTEM FOR SEDIMENT BASINS J Ic O z O = s U V) Q n t` W i LLI LLI Y WLd rn cr Z U Y i§ U Q m E A � o U ap N i 'p m d D C q a�i tom, A 0. — 16 GA CORRUGATED METAL OR G q U e 14 GA STEEL PLATE TOP A -?' DIA PRESSURE RELIEF HOLES. HOLES MAY BE OMITTED IF TOP IS CORRUGATED AND ENDS OF CORRUGATIONS ARE LEFT FULLY OPEN WHEN TOP IS ATTACHED. BAR SUPPORTBARS(BELOW) MELD INOF TO LIE CYLINDER 1- 24" RISER DIA. 9EY:IIIXA=A ANTI -VORTEX DEVICE NO SCALE Iml F S090'3 TO RTE 625 2 B le i sm 1PD CONTRACTOR SNAIL STRIPE PAVEMENT o H ".� �_ w rsi rsi ri '� NN YDOT R.O.W. ACCORDING TO d+ $ /.c F m A _o F C M $ $ o C - PAVQI�iNT STRIPING PLAN ON SKETCH SK20 1D _ _ FOR DNMENSIONAL LAYOUT _. $ g._ <g-- _.. _ ._ OF WORK IN R.O.W. YI rif ~ �i gig G rif , t 1 m N N d v~i ed PLEASE SEE SH C7 ---- - - -- -- l 24.1 RT -EP O - TYPE 1 _. ..a. vA_ SEC:_. TE 628 PVWTo n ' PiAHT � +wIDDIE ROAD SIGHT -CG-7 1 L S A 1_6+39.99 =� 3Q-13�� -RT P. TYPE: 1 \ - 24' NK,71 x 144'NTIF LONG Ii_ PVWT BUILDING IDENTIFICATION �.� SIGN B SIGN ON 2 SUPPORTS; � CENTER SIGN ON BUS LOOP i 1 � 51+00 i EP , 100' BUILDING SETBACK TA 1+ 77 .�i PT ORCHARD 3 CG-2 9 �In ,eCp b < N 6 c. L- STORMWATER MANAGEII T AREA/ STA �e1+27.37 E 157,45' RT �NI� H+OK a:rA d i)iu~i LAI —7 -- - EP R.O.W. DIMENSIONAL PLAN STA 10+00.00 TO 26+50.00 U I --------- STA -, 9+19.58 40.16 RT R.O.W. DIMENSIONAL PLAN STA 26+50.00 TO 34+70.78 vmn-Z!L11'TOW ,,. (FROM ONE tY LAW TO TTA 12 l_ VGSTW PAVW(T - —1 IEW �I � Mom' 1' s 1' 1• : 1' T TYPE 1 PAVF]E)IT SAW CUT ®a THE i PA1A]pT► OF E W PWT (TYP) SEE SH C6 EXISN61C PAYOEXT SECTION A STA 10+00.00 TO 16+15.03, AND STA 23+80.53 TO 33+91.73 (\FETING Ns KSLWACM) EXISTING ORCHARD - zis [1161E If LANES + 2' OUnE10 "• // OF OWPWT (TYP) OWIMS�TI ON BB STA 16+15.03 TO 17+55.36. AND STA 21+49.53 TO 23+80.53 (TEOM t RESLWACNG) TYPE 1 PAYEIENT 9E SH C8 MOOT C" Q TO *EST \\ NO POSTED SPEED LIMIT ALAMO MILE ROAD: FLASHING. SNCNALS AND SCHOOL ZONE SIGNAGE TO BE INSTALLED �- 1 W�W< c4 EP .--CG-11 • -CG- 7 , .CG-7 T A P - N WW E 1279.56 FT - - - - CG- 2 6 ,41 I\ SIGN E '� rCG STA 61+0&64 TYPE 1 SIGN A, 163.00' RT PVMT \\ 57+00 61 f00 SIGN C 1 \.\ TYPE 1 y-TA _Z4± ._�4 PVMT — OG--6 + 55.91' RT // L.—. _.... 1. I —*' 12 WIDE STA 24+3237 DOUBLE GATE. 137. RT MAN TA 26+27. STA 56+35 I, 157.45' RT Cr--2 25+22 35 1 172.38' RT 62+Oo 0 12' LANES + T W: 1•77`77�-v TYPE i PAVEMENT- SAW CLR EDE OF DDT PWT (TYP) EXWW PAVOEM SECTION C STA 17+55.36 TO 21+49.53 (VDOM & N®tFACM) TYPE 1 PA%UAW S!E SH C6 YT10T CO-4 0 C7 CLEAMOUT ADAPTER • THREADED PLUG OR0M SURRFACE 10t<-d W--e 2' STWM TIP. I 0��dF­ BAS ETBA L GOALS AND 0�1 C♦' POSTS SHALL BE DWAILED S ACCORDING TO MANJFACnf f 01A 0E RECOMMENDATIONS I-15,-V, 4'-0' EDGE OF PAVEMENT BASKETBALL COURT STRIPING NO SCALE TO SOUTH OF SCHOOL BUILDING NOTES: 1. ALL LINES SHALL BE r MATE STRIPING PANT UNLESS OD40M E INDICATED. 10NY-0' eo-0" I FOUR SQUARE -O0URr (TIP) OP SCOTCH 'COURT' (TIP) EDGE OF PMEIOR . ASPHALT PLAY AREA STRIPING NO SCALE TO WEST OF SCHOOL BUILDING NOTES 1. HOP SCOTCH 'COURTS" SHALL BE MADE OF 24'x16' RECTANGLES USING 1' STRIPING PANT. 2 FOUR SQUARE "COURTS' SHALL BE WAV TOTAL. EACH OF THE FOUR SMALL SQUARES ARE 4'xV USING 1' STRIPING PANT. S. ALL NUMBERS ON HOP SCOTCH AND AND FOUR SQUARE 'COURTS' SHALL BE 12' HIGH USING 1' WIDE LINES. 4. ALL LINES SHALL BE 2' WHITE STRIPING PANT UNLESS OTHERWISE INDICATED. 1dEpPACION ATT/010 OF BACI(FIb ILL IN TRENCH ROCIS larTWO La � tZ REOb 1F IRON OR STEEL Is USED) BURIED CLEANOUT PLUG FOR USE 'ITN ALL CEANOUTS IN YARDS OR AS SPECIFIED ON PLANS I= sm yr TQ STOP ..RE �1=11IR 8' ENN SIDE BUSES ONLY DIRECTION OF FLOW ----SEE TABLE { �--B�ELLOOW OUT ADAPTER Nk THREADED PLUG 1%4w-FOR CLEANOUT PLUGS IN CONCRETE —OR ASPHALT, SEE SPECIFICATIONS GRADE SURFACE AWAY FROM CLEANOUT 45' BEND COMPACTED VDOT #10 t8STONE OR SAND TO SUPPORT RISER 45' BEND TYPE 3 CLEANOUT FOR BENDS GREATER THAN 45' CLEANOUT a MrvF a5• RFNn 9,2 1/w RFNn 11 1/&• RFNn ADAPT �oaoov FITTINGS REQUIRED FOR EACH TYPE 3 CLEANOUT —) PARKING 4'-0' TO BAC( OF Q 10uDE1t --- — AREA LIGHTING FIXTURE BOLT OR CADWELD 24' POLE W/ BOLT COVERS, GROUND WARE TO FINISH TO MATCH FIXTURE POLE BASE - — - 3' X 4' GASKETED HAND HOLE, FURN h INSTALL IN -LINE 141 MIK PROPOSED WATERLINE PROVIDE GROUT BALLAST FUSE BUSSMAN "IRON' WEATHERPROOF FUSE -HOLDER Olt AS�� AS SPECIFIED BETWEEN CONCRETE No. HEB-AD W o. KTK 5 AMP PEDESTAL AND POLE BASE FUSE FOR EACH LUMINAIRE 4' X 45' CHAMFER, TOP OF UNDISTURBED SOIL d CONC 6' ABOVE FINISH GRADE OR COMPACTED BACKFILL EQUIDISTANT —FINISH GRADE SEWER ANCHOR BOLTS rLATERAL OR J BY POLE MFGR SEWER / y��/\ 18' DIA CONC BASE MATERIAL) FERNoo SERFS 1000 FLEXE E COUPLING 1" GALV STEEL "10 W NO. 3 S ASS CONDUIT - -- I STEEL 11 PLAN EACH END 4- #6 VERT, 3` COVER PLAN 3-#10, 1 YIt'C — /4 0 12` HORIZ �] PROVIDE ONE PPE JOINT -- EXCAVATE AS REQT) ! PROVIDE SUPPORT TO PREVExT DEITEC710N � No. 6 BARE COPPER 18`DIA GROUND WARE, BOND TO STEEL POLE k 6' COIL AT BOTTOM OF FOUNDATION WATERLINE SEW� J 11NFT DEPTH DE AIL - AREA LIGHTING FIXTURE FERNOO NO SCALE Yo .. PPIIG 6' BEDDING - VDOT / 58 NEW SECTION STONE DUCTILE IRON CLASS 50 n 4000 PSI CONCRETE PAD - ASPHALT PVMT AND CONC OR PVC SDR 18 CLASS 150 WATERLINE PAD SHALL MATCH FLUSH TI N 3 F7 MN DEPTH — : m NOTE: THIS DETA6. APPLICABLE FOR CROSSINGS WF#RE SANITARY OR STORM SEWER O=IRS UNDER WATE%1E AND W►ElE WATERLINE OCCURS LESS THAN 1r ABOVE SANITARY OR STORM SEWER 6' AGGREGATE BASE COURSE WATER —SEWER CROSSING DETAIL NO SCALE 05 • 12 EW COMPACTED SUBGRADE CONC. LOADING AREA PAD NO SCALE 6' 1�� �,_ SIDEWALK FLARE DETAIL NO SCALE INVERT CHANELS INIALL BE FORMED WITH CONCRIEW AS 940MN AM SHIMS BE MOM AND SEN-CIRCULAR INN SHAPE. OONF01e11IIG TD THE INSIDE OF THE ADJACENT SEVER SECTION. CNANBES N DIRECTION OF FLOW SHALL BE MADE WRH A WOOTN CURVE OF AS LARGE A RADIUS AS SCM OF MANHOLE WILL PEW. VDOT STANDARD IS-1 - INVERT SHAPING NO SCALE —FACE OF CUR! FINISHED GRADE 4' - 2'R ACE BASE -- -- COMP SUBGRADE CONCRETE —61I VDOT STANDARD CURB (.CG-2) 02 NO SCALE 1/2' ANTE BOIOBt SERVICE �_— - DO NOT AREA '— ENTER 2" VDOT SM-12.5A SURFACE COARSE i TOP COARSE MATERIAL 6' VDOT 21-A BASE COARSE (COMPACTED) COMPACTED SUBGRADE ASPHALT PLAYGROUND PAVEMENT SECTION NO SCALE -2' VDOT SM-12.5A SURFACE COURSE r VDOT BM-25.0 INTERMEDIATE COURSE - 8' VDOT 21-B BASE COURSE \ \ (COMPACTED) \ --- COMPACTED SUBGRADE TYPL 1 PAVEMENT SECTION NO SCALE GRASS UNNG 'S'• 1.00 S CONSTANT WIG" SLOPE TYPE 1 DITCH NO SCALE SIGN LEGEND • - 4'X4' POST ! SIGN PAEIBOARD SIGN STL TROWEL FIN SEALED CONC 6*0 SCH 40 STL PIPE W CONIC FILL (PAINTS - -- --- I � SLOPE CONCRETE TOP I COMPRESSIBLE JOINT FILLER _ z F r. WELDED v I KEY N > -� g L-J W�v 0 — OON W .d N rJ .-0 ' mo KEY ^d N � a BOLLARD DETAIL BOLLARD cd cz m._(fcq a 3' MAX SEEDED TOPSOIL o u 4' m e' COMPACTED MATERIAL _ S-, Q ; o TYPE 21A n y . .•. COMPACTED SUBGRADE 88 N m 0 of REELANE DETAIL 4000 Pal COLIC. ROW. MTN J A90111EGATE BASE COMPACTED SUBGRADE CONCRETE SIDEWALK NO SCALE r TAPER 66'-0" Ii TAPER TAPERWITH RA • TOP Or CURB FLUSH W PVMT b EXPOSED AGGREGATE EXPOSED AGGREGATE FINISH FINISH TYPICAL HANDICAP RAMP & CURB CUT NO SCALE J 0 = 5 V) 1.� n Q � WW z LLJ WU� J O Ld a Y LLJ WN W z U Q m A STD. VDOT CG-8 OR 00-9 (CCT6 SHOWN) - 7 0 EXPANSION JDNT-7 / WAtlS-� PLAN FOR � oil 46 �I 1 i!! V4' I'-G'(MAX) A A U L 4000 PSI CON- RERIF. WV 6 x 6 - WIA X WI.4 LURE OR FBER4ES H Z! --COMPACTED AGGREGATE BASE COMPACTED SUBGRADE TYPICAL CONCRETE WALK AND CURB AND GUTTER SECTION NO SCALE (W-ri) x (r—d% ,r (2)03 7n (4)05 WV STD HOOK "2 EW (T)05 CONT SLAP a so J, 1 a� SECTION NO VALE NOTES 1. COORDINATE SZE OF PAD AND PIERS WTH THE SHOP DRAWINGS OF EQUIPMENT SUPPLIED. 2. ANCHOR BOLT SIZE, SPACING, HQANNR AND LO CA71ON SHALL BE WH ACCORDANCE WITH THE SHOP DRAW140$ OF THE EQUIPMENT SUPPLIED. m SIGN C NO SCALE 5090't TO FITE 625 SOLID 24" YELLOW BARS DOIJIBLE 4" YELLOW \' SINGLE 4" WHITE I _ - �' OR DIMENSIONAL LAYOUT \� OF WORK IN R.O. W. ) $TA 7 ' ` -- PLEASE SEE SH C7 DOUBLE 44 YELLOW - - - - - - - - - - - ------ -- - - -- --- — - T--4 Nl DOUBLE 4 YELLOW SINGLE 4" WHITE A I 2' LINE, 4' SPACE 38 87' R � i I � IN LINES,"I AT ENTRANCE 111 SI I E q" WHITE SINGLE 4" WHITE, 2' LINE4' SDA(r- , 4" WH I TE ----------- :G-7 -11 DfIL 51+00 I 1 4P -. I 4" YELLOW o---- -P VA SEG. RO1TF VI, -_--- a' r a MIDDLE ROAD �C _ -- NOTE 7!1;"\ SD 4"If 1. ` 157100 1Cx7' I --------------------------------- ------ DOUBLE 4" YELLOW •Y LE-4" YELLOW _ SOLID - 24" YELLOW BAR se• 911Dr ---- DOUBLE GATE-\ J STA 26+27.37 LEO III PLAN C B -_—�R--- - GAIN. E---I SECTION X-X END VIEW END-SECT)ON DIMENSIONS GAM. A I B C D I E 12- 4 2'-0' 2'-0' 4 -0' 2'-0' t5' 6' 2'-3" 1'-9' 4'-0' 2'-6' 1B' 9' 2'-3' 1'-9' 4'-0' S-O" 24' 9t5' 3'-7' 2'-6' '-149' 4'-0' 30' 1'-0' 4'-8' '-7TA' '-1 %' 5'-0' CONCRETE TO BE 40M PSI MINIMUM. VDOT FLARED END SECTION (ES_1,1 - - - -- -- -- - - - -------- ----- ------ ---- - _ - - - ------ - -------- -- ------------------------- _ _ _ - fA 9�19_55 DOUBLE,"4" YELLOW T6 RT 77 / _ .. _A —_ c^—�— CG-II It ' .rre ene 111., t a I 1�1 I 1 \ e Red— b M e I ljj a Mw.n en ptene 1 16 ( \ U 51-1 .pp,-,hh .an. d.ay.y W V1 Eepanewn ,fpR.f f� et..w 1.nt nwe.eT =� I Nat wwlh'a' 2'-O'era 16 Rh—.n lyerca te -- HALF PLAN jr- WWI Gully u OfGVfle, kne 0� Cw0 a S'd. SN of wM n.t m tw.w.ww., .,n S,eet... Cam- J . CG 1 ,M 1.6 ..M to bwpltn rM w.t.,n1.M1 [v,.1W y..np, SECTION A -A I'a'"GT10M STANDARD CONNECTION FOR STREET INTERSECTIONS AERRENCL lot VIRGO" Of AARTMENT TRANSPOR TATgN 20) OB VDOT PAVEMENT STRIPING PLAN 20' 0 I" = 40'-0" - �— THE BOTTOM OF THE CURB AND THIS AREA MAY BE ��_ n GUTTER MAY BE CONSTRUCTED CONCRETE AT THE II PARALLEL TO THE SLOPE OF THE OF iSUBSURFACE COURSES PROVIDED CONTRACTOR -- -- - 7" -!- r-� ----�i A MINIMUM DEPTH OF Y IS MAINTAINED Pa ITEM MAY BE PRECAST OR CONCRETE TO BE AIR CAST W PLACE ENTRAINED. 4001D PSI VDOT COMBINATION 4" CURB & GUTTER (,C NO SCALE f ,1 RADIAL PLAN TYPICAL ALTERNATE RADIAL PLAN FOR USE AT APPLICABLE STREET etiCa.wteE-- CONNECTIONS AND COMMERCIAL I1ww, s..e VOIK A,.coo.se A ENTRANCES OR swerot ce-Is ..., 203 a, "` :T:'� 'ter `�:•.•. f 7 .. A. TANGENT PLAN - •/• :a.,f. n....r er..... re s-to-+..«. t'-�� ISOMETRIC VIEW SECTION A -A ir.n •.... mq..< u."w , r"",a..."•. w"wi `w:e':.. "�".«..w"'. ....sv... ...Pw. ,T, .Ywr.• Cr./tw. titww' ..t..�wtw «,.<.w r.,.. r,,.,t s. w.s. �t r «,r.. r +•..<..r •all 4 SECTION 8-8 —_... _...___. ■r..«wr ....•,.r.ew.,.w..,. .a sr.r.r.r.... .. CURB RAMP (PERSONS WITH MOBILITY IMPAIRMENTS) I poi NO POSTED SPEED UIMT ALONG MIDDLE ROAD; FLASHING SIGNALS AND SCHOOL ZONF ——SIGNAGE TO BE INSTALLED 2294't TO RTF 819 WEST DOUBL9 4" YELLOW i 1 1 1 1 N R9' n2 E zS t2 9,56 FT � e' 4" WHITE i'F' .`TA 61, )8.64 ' F�'6T➢OURLE 4" YELLOW 6 -j 24'— SPECIAL DESIGN CONCRETE SLAB END TREATMENT 2.20-92 SPECIAL DESIGN SECTION A DRAWW NO. 2045 w Prop. PipeArch Pipe L)-- A PLAN VIEW Ir' Pipe .d ltvckness 3• He. Nuts Tlwaods for Dolls and nuts we Americo, Standard Coarse Threod Series Closs 2 Fit. Approsimole dimensions for Hook Bolls. DETAIL -A NOTES: ALL concrete to oe 4RIo Est. Hook Colts 18" C.C. wi Oa re41re0 when Structure rs ono ate. of more Ihon IS'. Four itch Gitunrtited faer pipe may be coded on the oullel end as deemed necessary by the Project Enpinew. The reinforcement is to be Placed in occordwce with Sect. 414 of the Vwynia Department of Tronspoelolions Rood and &49e Specifications Doled Jarway 1991 Hook Dal maler,afaholmee( the current ASTM A•307. Bats shas Da 901.mlited to meet the current ASTM A-153. For okw,wwwn pipe, hook bats shotbe protected with one of the fo4o.inq. 8ilvmos Gc 50. 8itw+wstic M, or COncOtt 8 50 .here contocl is mode botwsen pipe and hook Dolts. BASIS OF PAYMENT Basis of payment is to be each• complete in PIOCe.which shall incWe dwelled wife lohric. hook bolls, concrete. and other items ncidentai to plocnp the moleriot. PIPE ARCH SIZE Min. Dist. Between Pipe Arches (X) 17" X 13'• to 24" X IS" 12" 24" X )a- to 71- X 47" 1/3 Spon (Spon/3) Above 71" X 47" 30" 61 t00 ! — SINGLE 4" WHITE, 2' LINE, 4' SPACE SINGLE 4" WHITE DOUBLE 4" YELLW i2'\MITE STOP BAR DOUBLE GATE Ii11Fp11fED 9PM / t 41111! _OA77N Ilk W" ALT. TOP FOR SHALLOW MANHOLES (FLATTOP) r MN. 12' MAX r OR 4' REIFORM COIIC. OR BRICK ADIUNRNO SIM I ---sue' STEP- CAST N PLACE , \ Welded r e to6rlc rl6' STEPS SHALL .%0E � • (6.6. w2.9.w2.9) —L a $ 1 BET9&.FN SECTIONS ALIGNMENT � . L 1P'I f� SECTION A -AL ! 2-111' MAX • Or MN. THICK BED OF CRUSHED STONE A Cz Rw m vo pC\ N m o. U 1 aIT 00CD U m Q c) 6n fem J � Oa S V) L.LJ Z U J W a Y < LLI V) W U U � Q m SEAL UNDER CASTING AND ALL JOINTS I97H BUT"- RU98ER ROPE BEARER AASIM M-190 o Obi z u � A i O m U 1V o ti q u m q q A U d j BENCH FROM CROW OF PIPE TO WALL r/FT. SLOPE 2600r GONcREw SECTION NOTE MATERIALS AND FABRICATION N ACCORDANCE UM ASTM 0478, CONE WL BE OF 11E EOCENTNC TYPE CIO9ECT PFE TO SECTI011 WTH APPROVED FUMI E WRITER -TIGHT SEE1,E OR GASI I:T (NTERVACE OR E•OUAL). VDOT PRECAST STANDARD MANHOLE (MH-1 ECCENTRIC VATH MaNOUTMC BASE No SCALE SK20 .etesw.-,s �r, Ac m s w ► .... ...... --.: .... e. a PRELIMINARY SITE PLAN SCALE: 1" = 100' AREA TABULATIONS TOTAL SITE AREA = 37.4 ACRES DEDICATED DRAINFIELD AREA = 9.5 ACRES n In■ A N 1y1�� Cd O� o�d® 4 z J O O wC) w� U � Y � U m Z Z w o J � w cr w 0 w Q J w U) Q _Z J w ^w CL 0 &iCK511 1-1rw ercoCOEr� FEE16��8:M- PRELIMINARY SITE PLAN SCALE: 1" = 100' AREA TABULATIONS TOTAL SITE AREA = 37.4 ACRES DEDICATED DRAINFIELD AREA = 9.5 ACRES Q z J a 0 w w cn U � Y H U mZ w z W o J � W af w 0 cr EL Z a J CL W H U) 0f a Z J w w y iv 8 K812 1=105 C5E EEB15 8:35M �J E- w w �w a °' Xv Xo rwpafw U cr Ir> �, z >z 003 N Z D s -JD Z nLo O Z Q jz zJD O Z � DZ N~o ZD OO F- O00n �O Z NNU �rxN�� o OX� w xly 0 xUCr Srw zU Q - w a ZU wwzari z U o �Q O0o o O o 0� ��`'0( 0� Zoz 0 0� � ' oc� o� Zoz w O oZ w Zoz p� �_J �Z p°' O oaQF G pNo F-0 F-p t` �J�Z t` �Q U F-p DMZ FF-Q C� F-p �D�Q U FF-Q J II .�D Q J II F-p QoZU / _� F-� J II D Q J II F(_)� w i J II .. Q J II U� .. U� U Z� F-QW z 11,w cn F- WF- Q U zW Q> cnwF- �-v z w NwF Q> N Q> w 90 / UX Q� w� F- Q> NP Z_x Q> W w J / > N W� � � .i F- LLI - % D F- W m W J Q J Q (� Z �./j F- (� Z X (n Z o o Q () Z i J m r- U Z X N Z 8 J Q J M Z O X (n w V Z J Z Q } p / Q> O O O U li, J �z W W W U W_ Q Z W W w oU Q W �'I W I Q LµI W OU W� p a J F- U a c Q w p (n a 0 a I w 0 cn t (/) p W D ' �o D as LIMITS OF GRADING az II Uw n z wz�J F- J z Uw cn aZ wZ F- do Uw Wz aZ _ vp aZ ao DQwz 1 UU O aW O O >Wr w O F- �� O >W� F- -� w O O O -� Z ( wJ 1 p z w RCjy a o 5w �_ o Q g I` � o F-F Q �w b >w Q NF TJ 000 �� LLI Ld G J z�- a qR0 `' '- a �- '' �a >w o > C Oa op =, O > 0 o� F- c 1= I I aQ Q p O, Joo oU mo- ow dU oU � ci oU 3 Owoo I O- > J op p- J gyp_ OU �/%' �- F- ZW Ow Ow w rriJ�Z W wzW iLr G�_j W wzFr 0w OJQ_Z wz� 0Lu M a pw OW I� UI/ c�►=o am am �cn r-�wai: �cn wQa am �,,W : �cn aaa am rnwao trQa >V) >cn am UZQw / Z D D cn U - C , w ` - a w Q _ 804 = ' `\ I LIMITS OF GRADING \ /' m Q U - _ - r 800 \ I �- - , _ - - \800 ; 798 - \� 794 f 792 - - i hY A� 1 1 1 ------------- 804 802 - _ -CH---- - 798 - 796 - - - - _ - - / - 7 - Z9y - - h - - - - 92 - -nnnn - - - - - ' �- Min 80 798 \ 796 IRS 7 -------- -i- and - ------ ------------------ - --- ------ ---- - - 15 12"RC -1 - - -- - - n N 70935132911 Inun► - - - I++ + ` ` VA. SEC. ROUTE 628 - P ® 3.00% TO ES- ES-1 OUT F Q AT 15.0% ++III+11 U ------------- -- - 78952 v+uxl W/ EC-,1; SEE SD SCHEDULE FOR SEE SD SC EDULE FOR LOCATION 115577538.1625 N 803 25 / MIDDLE ROAD LOCATION AND INV OF STRUCTURE _ _ _ AND INVER_ OF STRUCTURE _ _ _ _ _ELEV 793.06 - - --------------- -- -- T INV=VDOS IP R _ - 795: 55 E 1 W/ 1, - _ - 789.E 7 r x rF+► r , , _- - _ - - "� un+ -- - - - ` _ _ - INV=792.3 - - - - .✓ -�., - - _ - - - - - _- - _ ►,u INV=794.73 IP Q 5 OS BM-1 794 _ - - 80 - -- -- - 0 \ VDOT ES-1, INV=800. - - - 792 = 806 - - - -- - / 812 - 810 808 802.75 / - _ -YPE 2 DITCH _ - _ - - 814 TYPE 2 DITCH 794 792 / \ r ® 796 ® 10 EMERGENC SPILLWAY 797.0 o o VDOT ES-1, INV=792.83 Q ill pp, DD797.00- EXTEND (4) 24"GNPs 797.0 797.00 kill b- IP VDOT -1 INv=7 o PS DD CE �0 5 DD `- VD W/ EC-1, DD DO ES 95 0 DD -,g8 P - - - _ 1 J IN8 CONTRACTOR INSTALL VOOT W-1 S A 40+80.00 55.00' - (1) 14"x23" RCP J CULVERT UNDER ' / \ INV=80 .17 ELLIPTICAL CULVERT; 799.33 CONTRUCTION ENTRANCE TO PASS VDOT ES-1 W/ / 1 " PROVIDE MIN 1.0'COVER / I I 51.00 - (1) 14 x23 CP 7 1 DO 802 2 ; ELLIPTICAL CULVERT; UNDER ENTRANCE DIKE; FIELD LOCATE - 1.00% MIN VDOT EC-1 I PROVIDE MIN 1.0 COVER cpo / I I / UNDER ENTRANCE r, 0 PS 00 ORCHARD ff I \ \ - _ ! I DD 800.00 i T 1 8000 - ( I--- 1 - ( - 1f 00 802.4 12"SD~ I/ / I --- -- - - - - - \ - L 802.90 • • - a - Y 02.90 _ I Q T 100 \ 0 1 )10 ,l I o T84 T83 N B'�2 fi7 0802.67 f INV= 802 I / °�- OD o i D SEE "STATION -ELEVATION" ►� / xTABLE ON THIS SHEET FOR TB6 TB5 803 5 / 799.81 2.0% STAKEOUT INFORMATION FOR I I THIS GRAVEL ROADil I V=797.74 (/ ' o! Co • PS D r f 07.85 N 0 � g08 it 810.50 2'J 1.5 ° I f 812.80 81 .7 I� �8r iTcy ;, � � N N I � _ '�C fl g I / INVJLJ=802.67 I TB9 TB8 4 M �•p� \_w /Co C IN 3x802,67TB7 804,00 T803. 0 8�8 ��806 O`O TB 161 O � 8 5 5.0 IP/ 0' 810.70 / O / I / / I o TB17 803.5 STORM DRAIN STRUCTURE SCHEDULE STRUCTURE TYPE STATION OFFSET TOP ELEV LOWER INVERT STRUCTURE TYPE STATION OFFSET TOP ELEV LOWER INVERT OES-1 28+47.81 46.66 RT N/A 789.86 (DES-1 24+13.15 94.75 RT NA 795.00 ODI-1 28+40.95 69.00 RT 894.45 790.05 O DI-7 21+63.64 242.54 RT 802.40 797.45 OES-1 27+56.09 198.98 RT N/A 792.55 O DI-7 17+88.64 242.17 RT 802.40 800.40 ODI-7 22+62.40 676.01 RT 800.00 797.25 OMH-1 20+69.76 732.19 RT 803.00 798.40 ODI-7 17+31.84 828.35 RT 805.00 803.00 ODI-7 19+41.76 638.89 RT 802.40 799.28 O pl-7 18+64.91 449.04 RT 802.40 800.40 O DL=6B 23+20.03 37.50 RT 796.99 793.99 Oj DI-7 19+47.08 922.12 RT 802.75 801.00 O - DL68 21+02.05 25.50 RT 798.97 795.97 802.40 807.00 ? 09 ® 802.05 BACK CREEK , ______- _____- ELEMENTARY SCHOOL �� i T % - INV= 80.6 Soo. oo FFE = 80 4.6 7 IN, If r SEE INSET ON THIS SHEET FOR SPO+ r \ ELEVATIONS IN THE / CO C LOADING DOCK /AREA S TB12 INV=$02�.677 1 TB11 ,/ a 804.00 \ T�'l3 p 802 6"SD INVp 8082. INV=802.67 6„SD a U li Cr / 0 99.5 ro / 794911 I V= 97.88 MEG* PS uvv=so _ - 804. _ BM- ; ®804.00 0 804.gQ -TE1`4 N 7092910.3809 / ____80 2 6"SD E 11557459.3143 0 7 ELEV-806 98 12�5% -co 796 794 13.42' TO NEW VDOT TYPE 1 DITCH SPECIAL DESIGN SECTION - - �0. WITH INV = 789.72 OPS 794 STORMWATER 801.8 PS r DETENTION / BASIN 79612' WIDE J °� DOUBLE GATE O` DD - 800.00 797 0 / c VDOT EC-1 W/ PS OP VDOT ES-1 I - i - r 2.0% 4(10 DD /Qi N, i r 82 i � r + / 000 800.00 801.8 800.00 800 B02 804- 806 1 + I DD / CIO IN 2.6 0 Co 802. TB15 804.00 D 803.30 803 00 800 00 L ISO 803.50 IIf' 803.00 r E �80 807.00 DD / f - J / f 1 �EXISTING ORCHARD _ _ _ �x/ i MATCHLINE - SHEET C4 MATCHLINE - SHEET C5 ` STATION - ELEVATION TABLE FOR NEW GRAVEL ROAD AROUND WEST AND SOUTH OF SITE STATION ELEVATION STATION ELEVATION STATION ELEVATION STATION ELEVATION 4000.00 806.648 4400.00 809.612 4900.00 816.596 5300.00 814.443 4038.35 806.045 4450.00 810.310 4950.00 817.295 5323.38 813.687 4050.00 805.882 4500.00 811.009 5000.00 817.993 5350.00 812.917 4100.00 805.639 4550.00 811.707 5050.00 818.692 5400.00 811.963 4138,35 805,957 4600.00 812.405 5082.83 819.150 5423.38 811.737 4150.00 806.119 4650.00 813.104 5100.00 819.322 5450.00 811.560 4200.00 806.818 4700.00 813.802 5150.00 819.044 5500.00 811.227 4250.00 807.516 4750.00 814.501 5182.84 818.232 1 5524.05 811.067 4300.00 808.215 4800.00 815.199 5200.00 817.677 4350.00 808.913 4850.00 815.898 5250.00 116.060 NOTES: 1. ALL DI-7 INLETS SHALL HAVE TYPE III GRATES. 2. STATION AND OFFSET TO ENDWALL IS TO THE CENTER OF THE FACE OF WALL. 3. ALL ENDWALLS FOR MULTIPLE PIPES INDICATED AS VDOT SPECIAL DESIGN SECT10N SHALL CONFORM TO VDOT STANDARD DRAWING N0. 2045, "SPECIAL DESIGN CONCRETE SLAB END TREATMENT." EROSION CONTROL LEGEND SYMBOL DESCRIPTION ST'D. & SPEC. PS PERMANENT SEEDING** 3.32 SF SILT FENCE 3.05 CE CONSTRUCTION ENTRANCE 3.02 IP INLET PROTECTION 3.07 CI CULVERT INLET PROTECTION 3.08 DD TEMPORARY DIVERSION DIKE 3.09 SB TEMPORARY SEDIMENT BASIN 3.14 ** PLEASE SEE EROSION CONTROL NOTE 8 ON SHEET C1 REGARDING PERMENANT SEEDING. n �V) r1�� �:�J ll © � MATCHLINE - SHEET C4 MATCHLINE - SHEET C5 i ORCHARD / ' 20' 0 50' 100' '/------,�--'--�- -- - --'f - - j f- - - - - -- r \ - .•' i / ,� �,/ i' i / 6,04.50 802.33 I 1.00% I ., I I Lj f' ;. i i / uTJ sIT 02.00o , 804.67 *04.1a0 804.00 02.115 ' J i EE] c MAXLl r X/ r r r Ii 804.67 804.00 r r /,---- ------- - -------- ---- LOADING DOCK AREA INSET SCALE: 1 "=20' KEYPLAN (1) Cd Q C C ♦, • py P. t~ U a, A a z 1a bt 1 �-� 4 C�2 aA c °. O .:: tV I a� � a GCS ^� w o tC a) o C •moo �> rL-r t•, o� Z dam' 0 to V , ' r"♦ U Q CQ � O z OCc I Vl ry Q r Q w Z w _J w o w� w LLI o w ry z U o U .i U Uilf w Q M w o z Y i rn wco A N o U �p N cn CL r2 b b. C �b o LJ w w Q Z Q Q Li I..i. Q w Z z Q U U W � LJ V 48 C4 01,999 OUVER, WEBB. PAPPAS & RHUDY, INC