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HomeMy WebLinkAbout16-99 Misc Document - BackfileRUTH C. GREGORY P.I.N. 62-A-34 VIRGINIA K. WINDSOR ZONED: RA P.I.N. 62-A-36 USE: ORCHARD ZONED: RA _ USE: AGRICULTURE Ir 1279.56 F _ I CO / R & T PACKING CORP. P.I.N. 74-A-3 ZONED: RA USE: ORCHARD i 50' INGRESS / EGRESS EASEMENT ZONED: RA USE: AGRICULTURAL I I I I --F �� f SOCCER FIELD R & T "PACKING CORP. P.I.N. 74-A-4C ZONED: RA �\ USE: ORCHARD Al 0. �o a R & T PACKING CORP. P.I.N. 74-A-4A ZONED: RA�� USE: AGRICULTURALp 0 OVERALL SITE PLAN- 100' 50' 0 100' 00' 1" 100'-0" - DESIGNATED DRAINFIELD EASEMENT R & T PACIktN0 -CORP. P.I.N. 74--A-4 ZONED: RA` USE: ORCHARD �o /4 05 R & T PACKING CORP. P.I.N. 63-A-38 ZONED: RA USE: ORCHARD ■ . 1�4 a I 44--ji - - LEGEND EXISTING DEMO NEW DESCRIPTION 2050 CONTOURS 02075.00 SPOT ELEVATIONS CONCRETE CURB CONCRETE CURB do GUTTER • CONCRETE PAD/WALK PAVEMENT ------- ------- GRAVEL BUILDING - - _X_ - - _(- - FENCELINE PROPERTY LINE --- - CENTERLINE OR BASELINE ®BM-1 BENCHMARK g1 TEST BORING _ _ _ _ _ _ _ 12"SD STORM SEWER LINE CURB INLET DROP INLET END SECTION 0 OD MANHOLE -SS�8 SANITARY SEWER eco CLEANOUT 1 si WATER LINE WV WATER VALVE FH FIRE HYDRANT HANDICAP PARKING WOODS LINE d► o SIGNS ELECTRICAL LEGEND EXISTING DEMO NEW DESCRIPTION > M a POWER POLE - ---OH E- - OHE OVERHEAD UTILITY LINES UP UNDERGROUND ELECTRICAL PRIMARY SERVICE. PROVIDE 2-5■ PVC CONDUIT FROM TRANSFORMER LOCA70NS TO SERVICE POLES, 36■ MINIMUM COVER. CONDUCTORS BY POWER CO. UNDERGROUND CABLE TELEVISION SERVICE -UTV% - - UT- -- UT UNDERGROUND TELEPHONE LINES UB UNDERGROUND BRANCH CIRCUIT FOR LIGHTING AND/OR POWER. PROVIDE IN MIN 1" CONDUIT. LIGHT FIXTURE TYPE OA,/1-400, POLE AND CONC BASE T H 0-1k% RB. OLIVER � No. � 03543 APPROVED BY ZONING ADMINISTRATOR APPROVAL SIGNATURE $/Z7f DATE OF APPROVAL * THIS SITE PLAN SHALL BE VALID FOR A PERIOD OF FIVE (5) YEARS FROM DATE OF APPROVAL. PARKING SPACE CALCULATIONS TOTAL NO. STUDENTS 550 PARKING REQUIRED 138 PARKING PROVIDED 119 BY ZONING ORDINANCE, REQUIRED PARKING IS 25% OF STUDENTS PLUS SEATING IN AUDITORIUM OR GYMNASIUM (SCHOOL HAS SEATING IN NEITHER). BASED ON EXPERIENCE WITH SIMILAR SCHOOLS, THE SCHOOL SYSTEM FEELS THAT THE PARKING PROVIDED IS ADEQUATE; FREDERICK COUNTY PUBLIC SCHOOLS WILL PROVIDE A LETTER OF EXPLANATION IF NECESSARY. SITE DEMOLITION NOTES 1. CONTRACTOR SHALL REMOVE THE EXISTING GRAVEL ROAD THAT ENTERS AND PASSES THROUGH THE SITE. THE GRAVEL ROAD AROUND THE WEST AND SOUTH OF THE PROPERTY IS TO REPLACE THE EXISTING GRAVEL ROAD AND IS THEREFORE TO BE FULLY COMPLETE BEFORE THE EXISTING ROAD IS REMOVED. 2. CONTRACTOR IS TO REMOVE THE TWO (2) 24" CMP CULVERTS PASSING UNDER THE EXISTING GRAVEL ENTRANCE. 3. THE POWER POLES AND ASSOCIATED OVERHEAD LINES ARE TO BE RELOCATED BY THE UTILITY OWNER. CONTRACTOR SHALL PAY ALL FEES ASSOCIATED WITH THIS WORK AND COORDINATE WORK WITH THE UTILITY OWNER. 4. THE EXISTING WELL ACROSS THE SOUTHERN PROPERTY LINE SHALL BE ABANDONED ACCORDING TO THE DIRECTION OF THE VIRGINIA DEPARTMENT OF HEALTH. CONTACT KARL EVANS (VDH) FOR PROPER ABANDONMENT PROCEDURES - (540) 722-3480. 5. CONTRACTOR SHALL RELOCATE THE EXISTING SIGNS WITHIN THE RIGHT OF WAY ALONG ROUTE 628 ACCORDING TO THE DIRECTION OF VDOT. VDOT GENERAL NOTES 1. ALL WORK ON THIS PROJECT SHALL CONFORM TO THE LATEST EDITIONS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT) ROAD AND BRIDGE SPECIFICATIONS, AND STANDARDS, THE VIRGINIA EROSION AND SEDIMENT CONTROL REGULATIONS AND ANY OTHER STATE, FEDERAL, OR LOCAL REGULATIONS APPLICABLE. IN THE EVENT OF CONFLICT BETWEEN ANY OF THESE STANDARDS, SPECIFICATIONS OR PLANS, THE MOST STRINGENT SHALL GOVERN. 2. ALL CONSTRUCTION SHALL COMPLY WITH THE LATEST U.S. DEPARTMENT OF LABOR OCCUPATIONAL SAFETY & HEALTH ADMINISTRATION AND VOSH RULES & REGULATIONS. 3. WHEN WORKING ON VDOT RIGHT OF WAY, ALL TRAFFIC CONTROL, WHETHER PERMANENT OR TEMPORARY, SHALL BE IN ACCORDANCE WITH THE CURRENT EDITION OF VDOT'S WORK AREA PROTECTION MANUAL. FURTHERMORE, ALL TRAFFIC CONTROL FLAGGERS MUST BE CERTIFIED IN ACCORDANCE WITH VDOT'S JANUARY, 1994 (OR LATEST EDITION OF) ROAD & BRIDGE SPECIFICATIONS, SECTION 104.04-C. 4. DESIGN FEATURES RELATING TO CONSTRUCTION OF TO REGULATION, CONTROL AND SAFETY OF TRAFFIC MAY BE SUBJECT TO CHANGE AS DEEMED NECESSARY BY VDOT. 5. PRIOR TO INITIATION OF WORK, CONTRACTOR SHALL BE RESPONSIBLE FOR ACQUIRING ALL NECESSARY VDOT LAND USE PERMITS FOR ANY WORK ON VDOT RIGHT OF WAY. 6. IF REQUIRED BY THE LOCAL VDOT RESIDENCY OFFICE, A PRECONSTRUCTION CONFERENCE MUST BE ARRANGED AND HELD BY THE ENGINEER AND/OR OWNER WITH THE ATTENDANCE OF THE CONTRACTOR AND VDOT PRIOR TO INITIATION OF WORK. 7. CONTRACTOR SHALL NOTIFY THE LOCAL VDOT RESIDENCY OFFICE WHEN WORK IS TO BEGIN OR CEASE FOR ANY UNDETERMINED LENGTH OF TIME. VDOT WILL ALSO REQUIRE 48 HOURS NOTICE FOR ANY INSPECTION. 8. THE CONTRACTOR WILL BE RESPONSIBLE FOR MAINTAINING ADEQUATE ACCESS TO THE PROJECT FROM THE ADJACENT PUBLIC ROADWAY THROUGH CONSTRUCTION AND MAINTENANCE OF A CONSTRUCTION ENTRANCE IN ACCORDANCE WITH THE VIRGINIA EROSION & SEDIMENT CONTROL HANDBOOK, SEC. 3.02. FURTHERMORE, ACCESS TO OTHER PROPERTIES AFFECTED BY THIS PROJECT SHALL BE MAINTAINED THROUGH CONSTRUCTION. Q2 9. THE CONTRACTOR SHALL INSTALL A VDOT CG-12 HANDICAP RAMP ALONG ENTRANCE RADII WHEN DIRECTED BY THE VDOT AT THE TIME OF INSPECTION. GENERAL NOTES 1. OWNER: 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 37.3499 ACRES TOTAL DISTURBED SITE AREA 35.89 ACRES 4. ZONING: RURAL AREAS (RA) 5. MAGESTERIAL DISTRICT: BACK CREEK 6. BUILDING INFORMATION: PROPOSED BUILDING HEIGHT 16'-8" (TYPICAL) 26'-8" (MAX.) MAXIMUM HEIGHT PERMITTED 35.00' PROPOSED BUILDING USE EDUCATIONAL PROPOSED BUILDING AREA 74,098 SQ.FT. 7. SURVEY INFORMATION SUPPLIED BY MARSH & LEGGE, L.S., WINCHESTER, VIRGINIA DATED APRIL 15, 1999. 8. BOUNDARY INFORMATION FOR DESIGNATED DRAINFIELD EASEMENT SUPPLIED BY ARCHITECT/ENGINEER (SHOWN ABOVE). 9. 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. 10. 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. 11. THERE ARE NO EXISTING "ENVIRONMENTAL FEATURES" ON SITE WHICH REQUIRE ATTENTION. DIMENSIONAL LAYOUT NOTES 1. SEE ARCHITECTURAL SHEETS FOR BUILDING DIMENSIONS. 2. ALL DIMENSIONS SHOWN ARE TO FACE OF BUILDING, FACE OF CURB, EDGE OF PAVEMENT, AND PERPENDICULAR TO PROPERTY LINES. 3. ALL PARKING LOT RADII SHALL BE 5 FEET UNLESS OTHERWISE NOTED. 4. STANDARD PARKING SPACES SHALL BE 9'X20, UNLESS OTHERWISE NOTED, AND SHALL BE SEPERATED BY PAINTED LINES. 5. HANDICAP ACCESSIBLE PARKING SPACES SHALL BE 8'X20' AND SHALL BE SEPARATED BY 4 INCH WIDE PAINTED LINES. 6. ALL EXTERIOR CONCRETE ENTRY PADS, PATIOS, PORCHES AND SIDEWALKS, SHALL BE 4 INCHES THICK, 4000 PSI AIR ENTRAINED CONCRETE, WWF REINFORCED WITH 6X6, W1.4 X W1.4 OR FIBROUS REINFORCING. CONCRETE SHALL BE PLACED OVER A 4 INCH LAYER OF COMPACTED VDOT TYPE #57 AGGREGATE. 7. CONCRETE PAD AT LOADING DOCK SHALL BE 6 INCHES THICK, 4000 PSI AIR ENTRAINED CONCRETE, REINFORCED WITH #5 BARS ® 12 EW. CONCRETE SHALL BE PLACED OVER A 6 INCH LAYER OF COMPACTED VDOT TYPE 21 A AGGREGATE. 8. ALL PADS SUPPORTING MECHANICAL OR ELECTRICAL EQUIPMENT SHALL BE 10" THICK PLACED ON 4" OF COMPACTED VDOT TYPE 21 A AGGREGATE. PADS SHALL EXTEND 6" ABOVE GRADE OR 4" ABOVE PAVEMENT AND 6" BEYOND EQUIPMENT IN EACH DIRECTION AND SHALL BE REINFORCED WITH #4 BARS O 12" EW, PLACED 6" CLEAR FROM TOP OF SLAB. 9. COORDINATE EXACT SIZE AND LOCATION OF MECHANICAL AND ELECTRICAL EQUIPMENT PADS WITH EQUIPMENT FURNISHED. GENERAL UTILITY NOTES 1. ALL WATER LINE AND SANITARY SEWER CONSTRUCTION SHALL BE IN CONFORMANCE WITH PROJECT SPECIFICATIONS AND VIRGINIA DEPARTMENT OF HEALTH REGULATIONS. 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. EROSION CONTROL NOTES 1. ALL EROSION AND SEDIMENTATION CONTROL PRACTICES SHALL BE IN ACCORDANCE WITH THE VIRGINIA EROSION & SEDIMENT CONTROL HANDBOOK, LATEST EDITION. 2. INSTALL EROSION CONTROL PRACTICES AS SOON AS PRACTICAL IN THE LOCATIONS SHOWN ON THE DRAWINGS AND IN ANY ADDITIONAL LOCATIONS DEEMED NECESSARY BY INSPECTORS OR LOCAL OFFICIALS. 3. EROSION CONTROL MEASURES SHALL REMAIN IN PLACE AND SHALL BE MAINTAINED BY THE CONTRACTOR UNTIL THE AREAS THEY SERVE HAVE BEEN STABILIZED. 4. CONTRACTOR SHALL MAINTAIN ALL STREETS AND ROADWAYS FREE OF MUD AND DIRT, AND SHALL CONTROL ALL AIRBORNE POLLUTANTS AS 5. ANY TEMPORARY EARTH BERMS, DIVERSIONS, AND SOIL STOCKPILES SHALL BE SEEDED FOR TEMPORARY VEGETATIVE COVER WITHIN 10 DAYS AFTER GRADING. 6. CONTRACTOR SHALL ADHERE TO ALL PROVISIONS OF THE EROSION AND SEDIMENTATION CONTROL NARRATIVE INCLUDED WITH THE EROSION CONTROL SPECIFICATIONS. 7. CONTRACTOR SHALL LOCATE THE GRAVEL CONSTRUCTION ENTRANCE AS NECESSARY TO ADAPT TO FIELD CONDITIONS. 8. ALL PERMENANT SEEDING SHALL BE IN ACCORDANCE WITH THE PROJECT SPECIFICATION SECTION 02900. GENERAL GRADING & STORM DRAINAGE NOTES 1. NEW CONTOURS AND SPOT ELEVATIONS SHOWN ON THE PLANS REPRESENT FINISHED GRADE ELEVATIONS. 2. ALL SPOT ELEVATIONS SHOWN AT CURBS REFER TO THE TOP OF CURB. 3. CONTRACTOR'S FINISHED GRADE ELEVATIONS SHALL BE WITHIN ONE TENTH OF A FOOT OF PLAN ELEVATIONS. 4. CONTRACTOR SHALL PROVIDE THE OWNER WITH A TOPOGRAPHIC SURVEY OR OTHER DOCUMENTATION CERTIFIED BY A LICENSED LAND SURVEYOR VERIFYING THE CONTRACTOR'S FINISHED GRADE ELEVATIONS ARE WITHIN THE SPECIFIED TOLERANCE. 5. CONTRACTOR SHALL STRIP AND STOCKPILE TOPSOIL IN APPROVED AREAS ON SITE. TOPSOIL STOCKPILES SHALL BE GRADED SO AS NOT TO INTERFERE WITH PROPER SITE DRAINAGE. TOPSOIL STOCKPILES SHALL BE TEMPORARILY SEEDED TO PREVENT EROSION. ALL TOPSOIL SHALL REMAIN ON SITE. 6. GRADE AROUND ALL BUILDINGS TO PROVIDE POSITIVE DRAINAGE AWAY FROM THE BUILDING. 7. GRADE ALL AREAS IN THE VICINITY OF DROP INLETS TO PROVIDE POSITIVE DRAINAGE TOWARD THE INLET. 8. PROVIDE INLET SHAPING AT ALL NEW MANHOLES AND CATCH BASINS IN ACCORDANCE WITH DETAIL, SHEET C8. 9. REFER TO STORM DRAIN PROFILES SHEET C6 FOR STRUCTURE INVERTS AND PIPE SLOPE INFORMATION. 10. THE CONTRACTOR SHALL SPREAD AND FINE GRADE TOPSOIL, AND APPLY PERMANENT SEEDING IN ACCORDANCE WITH SPECIFICATIONS TO ALL DISTURBED UNPAVED AREAS. 11. ALL ROOFDRAIN LINES SHALL BE 6" DIAMETER UNLESS OTHERWISE NOTED AND SHALL BE CONSTRUCTED AT A MINIMUM SLOPE OF 1.00% AND WITH A MINIMUM COVER OF 2 FEET. m o .,..� I. Cn •�0°+ Z •� a� �+ I- UJuj U a� U j L) 3 > w ; Lj >cr Lli Of U I-- Z O Lv Q �az ..r -1-d ao C\l ►-� • I o [V I ^^CCS a� o ., ,> CQ �CQ �> Ln � �o F-4 U • r-, 0 . I Q O O U Q I Z LCLJ o z G � L>LJ _._J w o Ld i Q W U) Ld clf z U o U i U U W Q o m °' z L17 4) of 0) A o �p U C14 Y Y I o (L im a I b A 00 U ice.+ A A U d V) Q � O a- Z Lj --� V) U --i QCif Q z LLj W O LIJ SCALE: 1 "=20' Z)t999 OUVER, WE88, PAPPAS do RHUDY, !W- 9865CO021-1.00 TWK AUG 02 5:00 pm C2 O i \ + \ � MATCHLINE - SHEET C2 _ \ ++ ��SIGN G MATCHUNE - SHEET C2 MATCHLINE SHEET C3 12' ACCESS ROAD MATCHLINE - SHEET C3 0 HARD \ O �- � \ —' \ �.' \\ ` r-45'0, \ / i ,,� SIGN G TO SEPTIC SYSTEM; 'AO \ �. '� SEE SHEET ST1 FOR 90.0 / /i' ,' �i� ` TYPICAL SECTION �-O --SEE ST" SHEETS Q \ \ \ ,� / �� �\ 15�R� ` COR PUMPS STATION / \ \ CLEAR/REMOVE EXISTINGSTA \ N _ ,' ,' rORCHARD WITHIN THE \ J ` 56 68 2LT 7 00 / 3 % PROPERTY LINES ACCORDING \ TO PROJECT SPECIFICATIONS NO� H8 , 6 ON SH C2 �, SIGN q \ ,2r4 \ ,hry r! � ,�� %TA 24+72.53•O S STA 53+96.55 �` 057, 3 ., \0? 101.75' LT / \ o � - � '� � � \1057.23 RT � � .� •� ,r LIMITS OF CLEARING FOR ►- ,. f. SEE "ST" SN��ETS- --- SIGN ,/ WORK IN DRAINFIELD EASEMENT; Z: v FOR SAND FILTER S_TA_ 25+00.04_ y 'rs / SEE PROJECT SPECIFICATIONS RESERVE ' BEDS AND BUILD1�G 1070.79 RT 1 REGARDING SITE CLEARING WITHIN T i A DRAINFIELD ,'� 6 STA 24+53� ' , � DESIGNATED DRAINFIELD EASEMENT. � , � U \ ' ` 1096.25/ ,SEE "ST" SHEETS \ l ALL WORK WITHIN ( 5 \ STA i" ' \ %2+8081 i 50 NGRESS/ r � DRAINFIELD EASEMENT cr EGRESS EASEMENT \ \ /SEE DEMOLITION-,"�� \ \ � 1109. 1 RT ^ ' , , \ ` 3I�N U 3 ON SH C1 \ ,' \ ' _ _�- - \ c�, r� _ - - _ `�( uo. S' )9• z EXISTING ORCHARD—, �`'� � �1�� �S. uj v\ ^ \ c� "� �i 'i SIGN G� L i%C O Fl i C ACTIVE /,�� DRAINFIELD ol in DRAINFIELD \ EASEMENT ---- RESERVE\ ' - o \ 0 DRAINFIELD � ,' � � � � ... o \ , ! 0 E-� AY RESERVE \ e''�4 ' ' ' N I ACTIVE � . 4 ti \ / RESERVE \ \�\ DRAINFIELD / Q" i \ \ �DRAtNFt£LD � / �, O `, DRAINFIELD EXISTING WELL TO BE ABANDONED ACCORDING TO / V!RGINIA DEPARTMENT OF HEALTH; / \ � ' SEE "ST" SHE E r` 1 \ .,ONTACT KARL EVANS WITH VDH FOR � FOR ALL WORK W!TM►� / \ \ THE DRAINFIELD EASEMENT' PROPER ABANDONMENT PROCEDURES - (540) 722- 3480 ` \ REMOVE EXISTING ABOVE GROUND TANK AND ALL APPURTENANCES INCLUDING PIERS CONC. SLAB AND SMALL SHED- WATERLINE FROM EXISTING \� \ ,Ebb WELL (400't TO EAST) TO BE �_ - _ � ACTIVE ►� q cv ABANDONED IN THE GROUND \ U Q� "" 0 _ � . DRAINFIELD � , , 4 U 4 \ (9003 200' BUILDING ScTBgCK — `- DESIGNATED r~ / T EASEMENT O r` O " , 7 , • .'A .h0 � Q C\2 / O 0) co ACTIVE r� DRAINFIELD RESERVE ' r------- -�- --- // r � W44`` /,` DRAINFIELD / ACTIVE EXISTING ' �ACTIVE \ /' DRAINFIELD / f f WELL CAP ,' ,� , DRAINFtELD , r i 15 000 -CAL 'WATER ' - ,' _ / O / STORAGE TANK TO _' r� ,' / > / SUPPLY SCI: OOL'-S i FIRE HYDRANTS / INSTAt.L NEW WL-- _ WITH 3'-0" MIN. S 75• „ - - - - - - Q /\ 'COVER-----�-PROVIDE 2"PVC CONDUIT 24 52 W >\ / 376.7T Q j \ (WITH 2'-0" MIN. COVER) FT < i \ WITH PULL WIRE FOR FUTURE ELECTRICAL WIRING' --NEW ABOVE GROUND TANK- O �. SEE NOTES AND DETAILS ON, CW F- SKETCHES SK5 AND SK6 L 0 REGARDING THIS` WORK. NEw Q w U o CL (10 r l LLJ 1 Q ?0C� 50' 100' 40' - T - - -- WATER SUPPLY NARRATIVE o fn AN OFF -SITE WATER SUPPLY IS BEING STUDIED BY THE FREDERICK COUNTY SANITATION AUTHORITY. SHOULD THIS WATER SUPPLY � Q BE DETERMINED TO BE ADEQUATE, THE SCHOOL ADMINISTRATION WILL REQUEST THAT PROVISIONS BE MADE TO TIE INTO THIS SYSTEM. 00 A < THE USE OF THIS OFF -SITE WATER SUPPLY WILL ELIMINATE THE NEED FOR THE ON -SITE WATER SUPPLY STRUCTURE THAT IS DEPICTED ON THE SITE PLAN. AN ADEQUATE OFF -SITE OR ON -SITE WATER SUPPLY WILL BE PROVIDED, INSPECTED, AND APPROVED PRIOR TO C° THE ISSUANCE OF A CERTIFICATE OF OCCUPANCY PERMIT FOR THIS FACILITY. N q .�4 O rn A A c> a w �m W w Q I W ry Z Q O (/) I Z z W ME Q c) a- V) ::3 Li >_ KEYPLAN 1 Q 1999 OLIVER, OEM, PAPPAS k R14UDY, NC 9865CO031=1.00 TMN AUG 02 tO 43 om I ' "RCP M "R" TO "0" 12"RCP 0" O "N" �S E SD SCHEDULE AND PROFILES SEE SD SCHEDULE AND PROFILES FO LOCATIONS, INVERTS, ETC. FOR LOCATIONS, INVERTS, ETC. N 7093513. nnnn . iunnr a - - VASEC. ROUTE 628 2911 78952 c� E 115577538.1625 rrririit . 803.25 MIDDLE ROAD� " P 2.60 NInr1► '� - - - - - - - - - - - - - - - - - - - - - , _ -.ELEV 793.06 - - - - - - - - - - - - - - nr N 795.55 -� TO NEW DOT "SPECIAL DESIGN „,,., i ' VDOT SPE L DESIGN ��- '`��-=801.05 2 iP R ,� SE -1 789 67-� rxwn� LIU (SEE NOTE 3 BELOW) IP Q '95.05 BM-1 NOTE 3 BELOW) �---794-IP - --� 792 $10 808 803.00 _ 814- 812 - _ - - ��� - - 794 792 - -- -- \ (3) 24"RCP- - 24 RCP--� N 796 I 1� 0 _ , 7 7 DD p \ 0 9 .0 DD 797.00 _ 797 00® 10 EMERGENC SPILLWAY- 797.00® i " -796 EXTEND (4) 24 CMPs IP 1 A / DD OD DD PS @DD CE - /- - _ - - -794 r 13.42' TO NEW VDOT %0 5 S D O ,ga P TYPE 1 DITCH _�-- -- SPECIAL DESIGN SECTIO \ V OT EW-1 ` ---�` - - - - - �'90. 2 WITH INV = 789.72 " I CONTRACTOR LL INSTALL - \/ =802.12 '___ - - - \ / (SEE NOTE 3 BELOW) VDOT W-1- S A 40+80.00 ULVERT UNDER i i SB INV=80 .17 799.33 CONTRU TION ENTRAN T PASS _ , O `� / -VDOT ES 1 W/ \`, !-_-FLOWS FROM TEMPORARY ION 7a'S.1 VDOT EC-1 O -- - 794- ---- STORMWATER DIKE; FIELD LOCATE - 1.00% MIN I I v DETENTION cp ��� BASIN r. o96 -7 / 0-- _ 1 2 WIDE / - -__ \ DOUBLE GATE, r DD ORCHARD ; / _ I -80 n __� _� �' - - - - - - I 1 800.00 800.20 800.00 I i� I I + 7�s)97%os� i i , C 80� O -. � - ------ DOT EC-1 W/ i -- - -- --- -- --- - --= _ - -- i OP / / VDOT ES-1 00.0 K - ---- --- - --- I' > -00I - - 802.4 12"SD00 T 8 2 90 A xi e - 02.90 - - -�- -- - I ( 801.00 I it I I u rl '7 O - 00 0 1 T132 INV=802.67- 804.00 804.0 .Z! -- T33 Nv �802.67 --- - Y, TB4 - " '� - - - 1 o I �j g �p I !NV=802.67 411S - �7��1; '-Ta I PS °p ! INV=802.6'.I- OSEE STATION -ELEVATION TABLE ON THIS SHEET FOR T8 TBS N 799 8 ' f 800, 20 801.00 802.00 801.00 80 0 j - - STAKEOUT INFORMATION FOR 803 5 � ._j THIS GRAVEL ROAD t': , I V= 797.74 ® /0 ® ® ' 2.O�o 2.09� rn , '� _6.. ----- --- , - -- - � t / / INV=802.67 - CDD /tom 0 CO / Ts 15 804.00 803.00 803.50 j' 18"SO 803.00 / \ / 80 807 20 \ " Bob' 807.00 t TB 16� � 808_00 \ --= BOB o �r 810 g 5 O 5.0 ` J 12. 810.7 0 j ; o� O � 807.20 <b I CO oy 809.00co % 0 812,80 \ % /' I / / PS ? 09 808.00 IP O TB9 / TBS 802.05 ------ 79991 4"50 ( i V=797.88 ® C INV=SLO.2.67 tB7 i , 804.00 T803. 0 - -- - BACK CREEK. _ __ ---- - - - - -- ELEMENTARY SCHOOL. I 6" D- i o ° 804.00 - NV 802. 7 \ \ \ H FFE = 804.67 r" -� \ 01.00 I , 802,40 INV=80 , � LA ® / - - > TT310 / i SEE INSET ON THIS - i SHEET FOR SPOfi ELEVATIONS IN THE j' 'v \ i � �T812 - 2"ED � � O _ -_ LOADING DOCK AREA j INV_80 r TB11 \ j s� 00 804.804.�8O ------- -- - ---- , / 1-913 79 91 800,00 800.20 800.00 / \� _ 9.4 __- \_ --------BOO - - 802 ----- EQ4 i J I1 S INV=802.6 &08 INV=802.67 O fA 806- PS 6 SD 804. BM- i 804.00 0 804.� i$IRS fi4 O - _ I N 7092910.3809 � 6"SD- E 11557459.3143 810.50 -� i'1 \ INVA802.67 ` 0 CO ELEV=806.98/�%' '0 0 n \ 802. to ?7.00 803.30 PS 807.20 TB17 i i\ / MATCHLINE - SHEET C4 MATCHLINE - SHEET5 ..._ _. STORM DRAIN STRUCTURE SCHEDULE STRUCTURE TYPE STATION OFFSET TOP ELEV LOWER INVERT STRUCTURE TYPE STATION OFFSET TOP ELEV LOWER INVERT (D ES-1 24+13.15 94.75 RT NA 795.00 OES-1 28+47.81 46.66 RT N/A 789.86 O DI-7 21+63.64 242.54 RT 802.40 797.45 B DI-1 28+40.95 69.00 RT 894.45 790.05 O DI-7 17+88.64 242.17 RT 802.40 800.40 O ES-1 27+56.09 198.98 RT N/A 792.55 OA2 SEE NOTE 3 BELOW 24+42.82 46.42 RT NA 792.75 O DI-7 22+62.40 676.01 RT 800.00 797.25 O DI-7 23+20.08 43.83 RT 797.00 793.85 OMH-1 20+69.76 732.19 RT 803.00 798.40 �\ DI-7 21+02.20 45.45 RT 799.00 795.83 ODI-7 17+31.84 828.35 RT 805.00 803.00 Op Q SEE NOTE 3 BELOW 16+90.34 52.00 RT NA 799.60 OG DI -7 19+41.76 638.89 RT 802.40 799.28 ODI-7 18+64.91 449.04 RT 802.40 800.40 O . DL=6B 23+20.03 39.50 RT 796.99 793.99 O DI-3B L=6' 21+02.05 27.50 RT �2 798.97 795.97 ODI-7 19+47.08 922.12 RT 802.75 801.00 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 4500.00 811.009 500& 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 5524.05 811.067 4300.00 808.215 4800.00 815.199 5200.00 817.677 4350.00 808.913 4850.00 815.898 5250.00 816.060 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 SECTION SHALL CONFORM TO VDOT STANDARD DRAWING NO, 2045, "SPECIAL DESIGN CONCRETE SLAB END TREATMENT." Q 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 ®I 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 Cl REGARDING PERMENANT SEEDING. STORM SEWER NARRATIVE AN ALTERNATIVE STORM SEWER DESIGN IS BEING PREPARED BY THE PROJECT ENGINEER. THIS DESIGN WOULD ALLOW FOR THE ELIMINATION OF THE THREE 24" RCPs LOCATED ADJACENT TO, AND ON THE SOUTH SIDE OF, MIDDLE ROAD. SHOULD THIS DESIGN BE APPROVED BY THE VIRGINIA DEPARTMENT OF TRANSPORTATION AND THE DEPARTMENT OF PUBLIC WORKS, A REVISED SHEET WILL BE SUBMITTED FOR INCLUSION IN THE SITE PLAN. ALL IMPROVEMENTS REQUIRED FOR THE STORM SEWER DESIGN WILL BE IMPLEMENTED PRIOR TO THE ISSUANCE OF A CERTIFICATE OF OCCUPANCY PERMIT FOR THIS FACILITY. MATCHLINE - SHEET C4 s MATCHLINE - SHEET C5 ORCHARD 80 ------------------------- - - -- -- f4.------------- r $04.50 802.33 I 1.00% r r � r I i 802.00 i i I r 804.67 804.10 i i 804.00 r i 802.15® r 5.0un 1 --Ivl A XEE I r i r - � i� i i 804.67 804.00 i -- - - - - i - - - - - - - - - - - - ' LOADING_ DOCK AREA INSET SCALE: 1 "=20' `)0, 0 507 100' 4+J -Nor -------- KEYPLAN VI O �O m Icn :Id '4) � F- � i W U I (Z � V > w LAj 5 c LLJ IU O ! w I i Q _, +d W Ln aJ �1 .. Ln 7::1 toLn o N I � y ^� w O c0 ., c.2 ,� cc �> Ln co L) Q 0 z 0 !V V N� Q Z L,J z L Ww ._J o Lj a w LiJ LLJ 12� z U o U U 0 w 0 m cif tz o z rn Lc) 00 rn A cr O J CV a � v D A Ld w w 0 w Z Q Q LLJ ar_ Of Q Q w 0 z Z IO Q Q --i CL 0 U Lj U) F_ LLJ C 4 ___j ID ' 999 C)LIVER. WEBB, PAPPAS 3 RHUDY, INC. 48650004I=1.00 TW AM 02 5:06 pm PS 807.20 1 ` O' /VL/ \ 8�CID G i N N \ MATCHLINE _ SHEET C2 -� MATCHUNE SHEET C2 / MATCHLINE - SHEET C3 MATCHLINE - SHEET C3 OTMARD / pS DD \� 807.00 r 807.201.5 o ors J q r. 831.41 .m \ \ / Iti 2' W V i 831.91 g a� r P5 807.00 / _ 831� 5 ; l/, / A SF $31.4 w PS w Of SEE "STATION- ELEVATION" TABLE ON SHEET C4 FOR STAKEOUT INFORMATION FOR 'EXISTING ORCHARD- w THIS GRAVEL ROAD Q CIP SFLoa� ao N �L� o a ►n a R= N E_1-4 i~ \ i co GCS o aL o i \ / CQ ' C\l , Ln "' o �Ln Lt EXISTING WELL CAP - - 0 / 0 > ry o W Z uj o / LLi cn 'g U o W - 0 50' 100' I I EROSION CONTROL LEGEND 1 " = 40'-0, — -- z rn cn SYMBOL DESCRIPTION STD. & SPEC. 00 w Q PS PERMANENT SEEDING** 3.32 o � U N SF SILT FENCE 3.05 CE CONSTRUCTION ENTRANCE 3.02 Y Y' O, d Mi r2 IP INLET PROTECTION 3.07 CI CULVERT INLET PROTECTION 3.08 b b b A oo D DD TEMPORARY DIVERSION DIKE 3.09 a a SB TEMPORARY SEDIMENT BASIN 3.14 A A U d ** PLEASE SEE EROSION CONTROL NOTE 8 ON SHEET Cl REGARDING PERMENANT SEEDING. "`'mom (LiJ V m "< L LiJ V Z z Q < N ry n 0 U L.L J to I.-LLJ V) C�3 KEYPLAN C5 99 OUVER. WE88, PAPPAS k RNUOY, INC. (W5 t = ! .00 TW AUG 02 5, 09 pm V i Vl I � O 1 I o ^ t V / •� Z g t� O A U O , � U U z W W CDW ! Q W O I > W i U �.- uC\l i 3 �kf�, za a �-r o .. M--+--� W E- N � C:r � a C� G� o cp a� o .-Q O � > ;-4 _ rt1 O O o I Q O z O U m Q F-- M Z W z F- W W o W a_ \e w W U) W ry } z U o U U U w Q LLJ m U- o U-) 00 C� A O U tp N Y! Y I O I d. i i2-M� a b b � 0 D C� QO 0 A. a� so a A A U d C6 C 1999 OUWR, WEBB. PAPPAS h RHUDY, INC. 98650006 1=1.00 TW( AUG 02 5:10 pm z z to Q Q m� 00x M- :2 CD a rn z V) w o w CL 00 - b �� (n o a Z+ r '" N r- J z Op OU W Z W H Z W U-) It W ra- fa- O U m (n m (n (n N u) m j o r 0 0 a Lo o CEP _ EP 5090'f TO RTE 625 00 pr) Rp 0 (a _o r �+ �_ Ln (o co of p Q Q N ,�60 0 Pr) STA 15+87.21 Op N o U)N �'5 Cn V) M 24.15 RT x - -Cr- _ TYPF o -EXIST 0 NEW o TYPE 1 o Q 0 1 0 - - - - PVMT ,n PVMT cD - ►� - - 00 w PVMT - - - - - - - - - - - - - - - SIGHT D STANCE Q 55 + 2 ORCHARD 0 r-� W a MI LAJ fa Z z ZN H W iQ- C'4 F- m u) Q Q L— — --- - --- If - - -- T - - N- o a a � ��. r` ��, r- cr"� Q� Q+ w 00 z 04 Z N o V)N p -QI Z(_( Q 0 ICD WH-1 N �Q p WF- � (n L� (n O m N, r m N -- 0 N EXIST i STA 29+19.55 X 40.16' RT \ STA 28+ 75.77 57.35' RT It �-- STORM WATER MANAGEMENT AREA-7 STA 26+27.37 j 157.45' RT r R.O.W. DIMENSIONAL PLAN- STA 26+50.00 TO 34+70.78 0 VARIES - 11' TO 24' 1 ; (FROM ONE 11' LANE TO TWO 12 LANES) a• I i to a�'+ to R,;'+ L/IJ IIIV i l •Lm1 fl1 SECTION A STA 10+00.00 TO 16+15.03, AND STA 23+80.53 TO 33+91.73 (WIDENING do RESURFACING) VARiFS CG-7 2 C -11 STA 16+39.99 _ 'Q 3 .87 RT �0�' TYP� 1 \ SIGN � PV�1T B �11 J 51+00 EP PC ISTA 51 +55.77 2294't TO RTE 819 WEST Q2 NO POSTED SPEED LIMIT ALONG MIDDLE ROAD; I 2 CONTRACTOR SHALL STRIPE PAVEMENT \ FLASHING SIGNALS AND SCHOOL ZONE C IN VDOT R G W. ACCORDING TO SIGNAGE TO BE INSTALLED r\ PAVEMENT "ITRIPING PLAN ON SKETCH SK20 N \ �� ZZ -FOR DIMENSIONAL LAYOUT-0 JJJ Q w w OF WORK IN R.O.W. 5 z oo = v PLEASE SEE SH C7 `� �, p o N kY m(n r Q Q `Q co - -- - -- - - o EP O VA. SEC. ROUTE 628 (D 0 N 69-51:35" E --_ -o_ ._. _ .1- o _. -EP_ ., - ----- - - o __TYPE 1_ 1 - ---� - ---- o 2 N MIDDLE ROAD N, I N � C4 PVMT _ - --- - It - - 7 N - - - - SI04 GHT D STANCE ---- r A 2 _ 55 + rEP GG-11 2 `r -CG-7 -C -11 z� IN69'S5'02 E 1279.56 FT /�0 - -24" HIGH x 144" LONG CG�2 BUILDING IDENTIFICATION i A / L \ SIGN ON 2 SUPPORTS; O,Q\ �p�' CG-�-6 'Qg CENTER SIGN ON BUS LOOP SIGN E SIGN A `� 0, `W° STA 61 +08.64 TYP) -SIGN � 163.00' RT PVMT \\ 5,1400 1 -SIGN C �. TYPE 1 61+00 STA 24+32.34 i PV711A7 cv •- 56.91' RT j GG-- --- ` N � a EP- CG-6 100' BUILDING SETBACK 12 WIDE MAN STA 24+32.37 DOUBLE GATE- \ STA 26+27.37 PT STA 56+35 �� ,-f--24,--t-20, +---- -j 157.261 RT 157.45' RT 20 1 24 20` 20 - -2p -f+- i C'G-- 2 000 In j N - --- i - --- -; �G- 2 -- --- F -- - - -- - --- STA 25+ 22.35 m S 172.35' RT 2f -) J ,t U) v h -- + - - -- --- - 62- 00 Ln Q O�� N --- ---- + -- - R.O.W. DIMENSIONAL PLAN STA 10+00.00 TO 26+50.00 U 0 Z j Z Q Q Z OR CygRp o _j w�m A LAJ L cam CO �Qi � � S�00 Ij-j '`� o -JZ > OO U W aN pe) Q+ a-0l Qo =Q - st -- - a wd+ (Ln��c�nm� _ zQ;o Q<IQ E I z ►- ; W m I O A 26'-0" (TWO 12' LANES + 2' GUTTER) 6' - - NEW SURF ACE CC , - � I SAW CUT EDGE TYPE 1 PAVEMENT - OF EXIST PVMT (TYP) EXISTING PAVEMENT SECTION C STA 17+55.36 TO 21 +49.53 (WIDENING do RESURFACING) 001 O TYPE 1 PAVEMENT SI~E SH C8 L VDOT CG-4 2 O q ►- . U LZ z m w g A U UO 3 w 3'> w w j Iz w � U F- z O L+j Z I Q O z O TT _.L > U V) Q F , d- Z Lu ZO L � Li _J W O W a LJ Q W V) w cr_ >= z U o U U U W Q o m o z 0) 0' c AO) o U zp N Y ]C OI m! a: j ^d W Q � o U A A d Nell c1f U) 0 �Q F- >_w QM 3::o Lj_Z oQ F— Z = Q OL C7 ) 1999 OUVER, WEBS, PAPPAS k RHUDY, INC. 86-%=7 1 a 1.00 TWX AUC 02 4 32 pm m 4'-0" TO BACK OF CURB/SHOULDER CD STL TROWEL FIN A r� 100'-0' SEALED CONC AREA LIGHTING FIXTURE 50-0 2" STRIPING TYP. BOLT OR CADWELD GROUND WIRE TO 24 POLE W/ BOLT COVERS, r 1'-0" (TYP) FINISH TO MATCH FIXTURE ----_--- _ -- - POLE BASE --- 3" X 4" GASKETED HAND 6"0 SCH 40 HOLE, FURN & INSTALL IN -LINE STL PIPE W/ CONC 10' MIN. _ _ BALLAST FUSE BUSSMAN "TRON" FILL (PAINT) � PROPOSED WATERLINE PROVIDE GROUT \ dry/ ATH P - OR AS NOTED AS SPECIFIED BETWEEN CONCRETE E ER ROOF FUSE HOLDER o '`411 ``�� �R PEDESTAL AND No. HEB-AD W/No. KTK 5 AMP NPOLE BASE FUSE FOR EACH LUMINAIRE X 45' CHAMFER, TOP OF z o •o UNDISTURBED SOIL CONC 6" ABOVE FINISH GRADE OR COMPACTED BASKETBALL GOALS AND JOINTS BACKFILL \ FINISH GRADE SLOPE CONCRETE I z ' tx z _ EQUIDISTANT ANCHOR BOLTS TOP — A POSTS SHALL BE INSTALLED 8" DIA S D row ACCORDING TO MANUFACTURER'S \ FROM SEWER I - RECOMMENDATIONS BY POLE MFGR O WHITE Cl CLE - LATERAL OR // MAIN SEWER .� U » » FERNCO SERIES 1000 ,� 18 DIA CONC BASE (VERIFY MATERIAL) / //j COMPRESSIBLE w 15 -0 4 -0 FLEXIBLE COUPLING 1 GALV STEEL //� / \\�\� c0 I i - o W/ NO. 305 STAINLESS CONDUIT I JOINT FILLER -� w i STEEL CLAMPS N i EACH END _ 4- #6 VERT, 3" COVER o PLAN # #4 ® 12 HORIZ � _Z > �-- PROVIDE ONE PIPE JOINT I f _ EXCAVATE AS REQ'D & PROVIDE7:o SUPPORT TO PREVENT DEFLECTION i ?"� WELDED 1 _ I j 6 ------ -------------- - - - ---- --- -- --- - - - - , N o . 6 BARE COPPER KEY —� ,% 04 EDGE OF PAVEMENT-� 18'D� GROUND WIRE, BOND. - -._ !0 TO STEEL POLE & 6' COIL � U W�a r - tw - -- AT BOTTOM OF FOUNDATION BASKETBALL COURT STRIPING SEWER - WATERLINE cc �' 3 FT MIN DEPTH I i� u NO SCALE TO SOUTH OF SCHOOL BUILDING DETAIL — AREA LIGHTING FIXTURE KEY 0 FERNCO NO SCALE ! �Ln NOTES: ��? PIPING 1. ALL LINES SHALL BE 2 WHITE STRIPING PAINT UNLESS OTHERWISE INDICATED. + 6 BEDDING CONC Ems., VDOT # 58 t NEW SECTION STONE ,O a✓ DUCTILE IRON CLASS 50 4000 PSI CONCRETE PAD ASPHALT PVMT AND CONC OR PVC SDR 18 CLASS 150 -� WATERLINE PAD SHALL MATCH FLUSH -- -- 100'-0" ---- 3 FT MIN DEPTH SECTION _ _ o o BOLLARD DETAIL 50'-0" w NOTE: THIS DETAIL APPLICABLE FOR CROSSINGS WHERE SANITARY OR 2 STRIPING TYP. 2 1 -0 (TYP) STORM SEWER OCCURS UNDER WATERLINE AND WHERE ------- -- - --------------------------- WATERLINE OCCURS LESS THAN 18" ABOVE SANITARY o OR STORM SEWER 6" AGGREGATE BASE COURSE 1._0.. C) 00 WATER -SEWER CROSSING DETAIL 20'-0" _,­4 C112 -10 ' - FOUR SQUARE "COURT" (TYP) NO SCALE ##5 ® 12 EW --, COMPACTED SUBGRADE �'---- 3" MAX SEEDED f TOPSOIL y CONIC. LOADING AREA PAD NO SCALE 8" COMPACTED MATERIAL � A o l TYPE 21 A i -- COMPACTED SUBGRADE -- - - 2 VDOT SM-12.5A SURFACE COARSE. TOP COARSE MATERIAL FIRE LANEDETAIL �► NO SCALE i 6' TYP. �9' 6" 'VDOT 21-A BASE COARSE 4000 psi CONC. REINF. WITH _ ----HOP SCOTCH "COURT" (TYP) ` (COMPACTED) �" f-- 6x6 - W1.4xW1.4 WWF, OR o�. R --1 FIBROUS REINFORCING \ --- COMPACTED SUBGRADE SEE PLAN FOR WIDTH = d it SLOPE TO DRAIN ?" T 0 U EDGE OF PAVEMENT' SIDEWALK FLARE DETAIL ASPHALT PLAYGROUND OOtf NO SCALE ! > ASPHALT PLAY AREA STRIPING PAVEMENT SECTION / N 0 SCALE /��/�i U NO SCALE TO WEST OF SCHOOL BUILDING \� ��i/��i���i���/����`��� �� �� �x� x� \�� U) 4" COMPACTED NOTES:` ' AGGREGATE BASE COMPACTED SUBGRADE-- / Q VDOT SM-12.5A SURFACE COURSE L� 1. HOP SCOTCH "COURTS" SHALL BE MADE OF 24"x16" RECTANGLES USING 1 STRIPING PAINT, " I "COURTS" \ -3 VDOT BM-25.0 CONCRETE SIDEWALK E-- 2. FOUR SQUARE COURTS SHALL BE 8 x8 TOTAL; EACH OF THE I ` _ ' _. _�INTERMEDIATE COURSE ►� FOUR SMALL SQUARES ARE 4'x4' USING 1" STRIPING PAINT. i -�-- LATERAL NO SCALE z - 8" VDOT 21-8 BASE COURSE O 3. ALL NUMBERS ON HOP SCOTCH AND AND FOUR SQUARE "COURTS" �� (COMPACTED) W Z SHALL BE 12" HIGH USING 1" WIDE LINES. ) C t- 4 ALL LINES SHALL BE 2" WHITE STRIPING PAINT UNLESS OTHERWISE INDICATED. 6' TAPER 58'--0" 6' TAPER " U - — COMPACTED SUBGRADE - m W w _ TAPER CURB D _J 0 z WITH RAMP, w TYPE 1 TYP-- --- z-- -------- - - — --- — - - _� � �--�--.� PAVEMENT SECTION -_—__ _ - _ � Q / ! SLOPE �� SLOPE Y t- \ ! �. - TOP OF CURB W to NO SCALE DN 1:12 I DN 1: 12 Q FLUSH W/ PVMT 3 L►J ! T I O ~ I Z BRANC q - BRANCH - - _ Z EXPOSED AGGREGATE �- EXPOSED AGGREGATE Y FINISH FINISH U DIRECTION OF FLOW `� '�, a �., \ ! � - , --, " VDOT SM-12.5A SURFACE COURSE TYPICAL HANDICAP RAMP Q w INTERMEDIATE COURSE & CURB CU T 6" VDOT 21-B BASE COURSE NO SCALE -SEE BE NTH �� \ \ \ \ �`. COMPACTED TABLE AND INVERT HHALL BE SMOOTH LAND SEMMEDIRCULAR�NCSHAPE, CONFORMING \\X� (COMPACTED) BELOW TO THE INSIDE OF THE ADJACENT SEWER SECTION. CHANGES IN — COMPACTED SUBGRADE Z DIRECTION OF FLOW SHALL BE MADE WITH A SMOOTH CURVE OF AS LARGE A RADIUS AS SIZE OF MANHOLE WILL PERMIT. t(0 � Q STD. VDOT CG-6 OR CG-2 — 00 TYPE 2 (CG-6 SHOWN) o rn A 2'-0" 2'-0" VDOT STANDARD IS-1 INVERT SHAPING ico C�- LEANOUT ADAPTER PAVEMENT SECTION EXPANSION JOINT--; v N ........................... & THREADED PLUG NO SCALE NO SCALE TYP. WALK -SEE. I PLAN FOR WIDTH m SLOPE ' : � � � � ; a. \ FOR CLEANOUT PLUGS IN CONCRETE 1/4": SLOP(MAX.) `° iv i• I OR ASPHALT, SEE SPECIFICATIONS e a s GRADE SURFACE Q a .. D AWAY FROM CLEANOUT _ .�4 0 a� a 12 � �.-. / 6 45' BEND a 0 2'-0" -COMPACTED VDOT #10 FACE OF CURB uj 1„ Y'. Y4" T -,_ T w STONE OR SAND TO L L4000 PSI CONC. REINF. W/ 6 X 6 - .�' 18.E SUPPORT RISER FINISHED GRADE- \ 4 ' - 2"R 3 MqX w1.4 x w1.4 WWF OR FIBERMESH \� 1 6" VDOT 21-A -COMPACTED AGGREGATE BASE CLEANOUT ADAPTER 45' BEND r //e,//.//i./�i.�(i.//�.//..///,���//� (COMPACTED) & THREADED PLUG COMPACTED SUBGRADE COMPACTED SUBGRADE GROUND SURFACE / / , TYPE 3 CLEANOUT 00 /\\%\�! S- URFACE — \� TYPICAL SECTION FOR NEW TYPICAL CONCRETE WALK AND �, /�//\//\// \\�\\/\\�� FOR BENDS GREATER THAN 45°\;� BASE GRAVEL ROAD AROUND SITE CURB AND GUTTER SECTION \/\/\/ -- - \ \ \ CLEANOUT NO SCALE NO SCALE 0 WYE 45' BEND 22 1 2' BEND 11_ 1 4' BEND ADAPT " I COMP SUBGRADE BEND 56 1/4' 1 2 0 1 1 CONCRETE 6 COMPACTED VDOT #10 78.3/4' 1 2 1 1 1 /\ /\ 1 3 0 0 1 / \ STONE OR SAND AT TOP 90 �\ OF BACKFILL IN TRENCH `� Z N W TWO 1/2m 8 LONG (\\(RODS NOT REQ D'IF" ITO RON FITTINGS REQUIRED FOR EACH TYPE 3 CLEANOUT VIDOT STANDARD GRASS LINING '3 Q r a r n OR STEEL PLUG IS USED) CURB CGi2 2 __ (18 -6 f)X (7 -0 f) 18" SQ J BURIED CLEANOUT PLUG NO SCALE 1.00 7b CONSTANT MINIMUM SLOPE , (2)#3 TIES --� (4)#5 W,� STD HOOK AN T IN U #5®12 EW (2)#5 CONT LAP FOR USE WITH ALL CLE OU S �, AT CORNERS YARDS OR AS SPECIFIED ON PLANS TYP E 1 DITCH NO SCALECD - 1 it. 00 1/2" WHITE BORDER SIGN LEGEND SECTION 1 BUSES SERVICE RID-- DO NOT NO SCALE C2 ca RED ""TM '�" --� PARKING _ WHITE BORDER STOP Y T AREA RED ENTER ONLY 4 X4 POST do SIGN NOTES: 1. COORDINATE SIZE OF PAD AND PIERS WITH THE SHOP DRAWINGS OF EQUIPMENT SUPPLIED. 6"R 2. ANCHOR BOLT SIZE, SPACING, NUMBER AND LOCATION SHALL BE IN 5 EACH SIDE ACCORDANCE WITH THE SHOP DRAWINGS OF THE EQUIPMENT SUPPLIED. OF OCTAGON - --- - -- - 17 -___ _j PANELBOARD SIGN SIGN A SIGN B SIGN C SIGN D SIGN E NO SCALE NO SCALE NO SCALE NO SCALE NO SCALE C 8 ^y� 1999 WViR• WSW, PAPPAS & RHUCY• NC 9%500081-1.00 T)1K AUG 02 5,10 pm rn rn rn;rn a� RUTH C. GREGORY P.I.N. 62-A-34 VIRGINIA K. WINDSOR ZONED: RA P.I.N. 62-A-36 USE: ORCHARD ZONED: RA USE: AGRICULTURE 1279.56 F J 3 NUMaW,, I 00tol - �r to- ui cv1,N BUS LOOP BARKING / ; R do T PACKING CORP. P.I.N. 74-A-3 ZONED: RA USE: ORCHARD 50' INGRESS / EGRESS EASEMENT ZONED: RA USE: AGRICULTURAL SOCCER FIELD R & T PACKING CORP. P.I.N. 74 A-4A ZONED: RA USE: AGRICULTURAL i I {I � I I � I I ' - I I I I I - - ` �LI; + R & T PACKING CORP. P.I.N. 74-A-4C �\ C ZONED: RA \ USE: ORCHARD IN ti \, i• 6 6�p 8p b + 3 moo" �O IN,00 Ilk DESIGNATED DRAINFIELD Q� . 08" EASEMENT Fr\ OVERALL SITE PLAN- 100' 50' 0 100' 0' 1 " = 100' 0" -- - 0 R & T PACKING CORP. P.I.N. 74-A-4- ZONED: RA USE: ORCHARD 76 r y 71�FT \S 9. R & T PACKING CORP. P.I.N. 63-A-38 ZONED: RA USE: ORCHARD RECEIVED AUG 2 7 1999 DEPT, OF RANNINGIDEVELOPMENT JWAU SITE PLAN, L■■ 1 km a v'' igikwikim LEGEND EXISTING DEMO NEW DESCRIPTION 205G - 2050 CONTOURS 02075.00 SPOT ELEVATIONS CONCRETE CURB CONCRETE CURB do GUTTER CONCRETE PAD/WALK PAVEMENT GRAVEL C7 BUILDING _x_ _ FENCELINE PROPERTY LINE --- _ - CENTERLINE OR BASELINE ®BM_1 BENCHMARK TEST BORING - - - - - - - 1 2"SIB--- STORM SEWER LINE CURB INLET �OD DROP INLET END SECTION 0 OD MANHOLE -�-� SANITARY SEWER eco CLEAN OU T WATER LINE *WV WATER VALVE 4(FH FIRE HYDRANT HANDICAP PARKING WOODS LINE ap o SIGNS ELECTRICAL LEGEND EXISTING DEMO NEW DESCRIPTION e K 9 POWER POLE ---- 0HE - OHE OVERHEAD UTILITY LINES UP UNDERGROUND ELECTRICAL PRIMARY SERVICE. PROVIDE 2-5" PVC CONDUIT FROM TRANSFORMER LOCATIONS TO SERVICE POLES, 36" MINIMUM COVER. CONDUCTORS BY POWER CO. -UTV UNDERGROUND CABLE TELEVISION SERVICE -- UT-- UT UNDERGROUND TELEPHONE LINES UB UNDERGROUND BRANCH CIRCUIT FOR LIGHTING AND/OR POWER. PROVIDE IN MIN 1" CONDUIT. LIGHT FIXTURE TYPE OA11-400, POLE AND CONC BASE APPROVED BY ZONING ADMINISTRATOR APPROVAL SIGNATURE <XZ'7 `j DATE 6F APPROVAL T H cF OBERT B. OLIVER c� No. t :A� 03543 THIS SITE PLAN SHALL BE VALID FOR A PERIOD OF FIVE (5) YEARS FROM DATE OF APPROVAL. PARKING SPACE CALCULATIONS TOTAL NO. STUDENTS 550 PARKING REQUIRED 138 PARKING PROVIDED 119 BY ZONING ORDINANCE, REQUIRED PARKING IS 25% OF STUDENTS PLUS SEATING IN AUDITORIUM OR GYMNASIUM (SCHOOL HAS SEATING IN NEITHER). BASED ON EXPERIENCE WITH SIMILAR SCHOOLS, THE SCHOOL SYSTEM FEELS THAT THE PARKING PROVIDED IS ADEQUATE; FREDERICK COUNTY PUBLIC SCHOOLS WILL PROVIDE A LETTER OF EXPLANATION IF NECESSARY. SITE DEMOLITION NOTES 1. CONTRACTOR SHALL REMOVE THE EXISTING GRAVEL ROAD THAT ENTERS AND PASSES THROUGH THE SITE. THE GRAVEL ROAD AROUND THE WEST AND SOUTH OF THE PROPERTY IS TO REPLACE THE EXISTING GRAVEL ROAD AND IS THEREFORE TO BE FULLY COMPLETE BEFORE THE EXISTING ROAD IS REMOVED. 2. CONTRACTOR IS TO REMOVE THE TWO (2) 24" CMP CULVERTS PASSING UNDER THE EXISTING GRAVEL ENTRANCE. 3. THE POWER POLES AND ASSOCIATED OVERHEAD LINES ARE TO BE RELOCATED BY THE UTILITY OWNER. CONTRACTOR SHALL PAY ALL FEES ASSOCIATED WITH THIS WORK AND COORDINATE WORK WITH THE UTILITY OWNER. 4. THE EXISTING WELL ACROSS THE SOUTHERN PROPERTY LINE SHALL BE ABANDONED ACCORDING TO THE DIRECTION OF THE VIRGINIA DEPARTMENT OF HEALTH. CONTACT KARL EVANS (VDH) FOR PROPER ABANDONMENT PROCEDURES - (540) 722-3480. 5. CONTRACTOR SHALL RELOCATE THE EXISTING SIGNS WITHIN THE RIGHT OF WAY ALONG ROUTE 628 ACCORDING TO THE DIRECTION OF VDOT. VDOT GENERAL NOTES 1. ALL WORK ON THIS PROJECT SHALL CONFORM TO THE LATEST EDITIONS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT) ROAD AND BRIDGE SPECIFICATIONS, AND STANDARDS, THE VIRGINIA EROSION AND SEDIMENT CONTROL REGULATIONS AND ANY OTHER STATE, FEDERAL, OR LOCAL REGULATIONS APPLICABLE. IN THE EVENT OF CONFLICT BETWEEN ANY OF THESE STANDARDS, SPECIFICATIONS OR PLANS, THE MOST STRINGENT SHALL GOVERN. 2. ALL CONSTRUCTION SHALL COMPLY WITH THE LATEST U.S. DEPARTMENT OF LABOR OCCUPATIONAL SAFETY & HEALTH ADMINISTRATION AND VOSH RULES & REGULATIONS. 3. WHEN WORKING ON VDOT RIGHT OF WAY, ALL TRAFFIC CONTROL, WHETHER PERMANENT OR TEMPORARY, SHALL BE IN ACCORDANCE WITH THE CURRENT EDITION OF VDOT'S WORK AREA PROTECTION MANUAL. FURTHERMORE, ALL TRAFFIC CONTROL FLAGGERS MUST BE CERTIFIED IN ACCORDANCE WITH VDOT■S JANUARY, 1994 (OR LATEST EDITION OF) ROAD & BRIDGE SPECIFICATIONS, SECTION 104.04-C. 4. DESIGN FEATURES RELATING TO CONSTRUCTION OF TO REGULATION, CONTROL AND SAFETY OF TRAFFIC MAY BE SUBJECT TO CHANGE AS DEEMED NECESSARY BY VDOT. 5. PRIOR TO INITIATION OF WORK, CONTRACTOR SHALL BE RESPONSIBLE FOR ACQUIRING ALL NECESSARY VDOT LAND USE PERMITS FOR ANY WORK ON VDOT RIGHT OF WAY. 6. IF REQUIRED BY THE LOCAL VDOT RESIDENCY OFFICE, A PRECONSTRUCTION CONFERENCE MUST BE ARRANGED AND HELD BY THE ENGINEER AND/OR OWNER WITH THE ATTENDANCE OF THE CONTRACTOR AND VDOT PRIOR TO INITIATION OF WORK. 7. CONTRACTOR SHALL NOTIFY THE LOCAL VDOT RESIDENCY OFFICE WHEN WORK IS TO BEGIN OR CEASE FOR ANY UNDETERMINED LENGTH OF TIME. VDOT WILL ALSO REQUIRE 48 HOURS NOTICE FOR ANY INSPECTION. 8. THE CONTRACTOR WILL BE RESPONSIBLE FOR MAINTAINING ADEQUATE ACCESS TO THE PROJECT FROM THE ADJACENT PUBLIC ROADWAY THROUGH CONSTRUCTION AND MAINTENANCE OF A CONSTRUCTION ENTRANCE IN ACCORDANCE WITH THE VIRGINIA EROSION & SEDIMENT CONTROL HANDBOOK, SEC. 3.02. FURTHERMORE, ACCESS TO OTHER PROPERTIES AFFECTED BY THIS PROJECT SHALL BE MAINTAINED THROUGH CONSTRUCTION. Q2 9. THE CONTRACTOR SHALL INSTALL A VDOT CG-12 HANDICAP RAMP ALONG ENTRANCE RADII WHEN DIRECTED BY THE VDOT AT THE 11ME OF INSPECTION. GENERAL NOTES 1. OWNER: 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 37.3499 ACRES TOTAL DISTURBED SITE AREA 35.89 ACRES 4. ZONING: RURAL AREAS (RA) 5. MAGESTERIAL DISTRICT: BACK CREEK 6. BUILDING INFORMATION: PROPOSED BUILDING HEIGHT 16'-8" (TYPICAL) 26'-8" (MAX.) MAXIMUM HEIGHT PERMITTED 35.00' PROPOSED BUILDING USE EDUCATIONAL PROPOSED BUILDING AREA 74,098 SQ.FT. 7. SURVEY INFORMATION SUPPLIED BY MARSH & LEGGE, L.S., WINCHESTER, VIRGINIA DATED APRIL 15, 1999. 8. BOUNDARY INFORMATION FOR DESIGNATED DRAINFIELD EASEMENT SUPPLIED BY ARCHITECT/ENGINEER (SHOWN ABOVE). 9. 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. 10. 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. 11. THERE ARE NO EXISTING "ENVIRONMENTAL FEATURES" ON SITE WHICH REQUIRE ATTENTION. DIMENSIONAL LAYOUT NOTES 1. SEE ARCHITECTURAL SHEETS FOR BUILDING DIMENSIONS. 2. ALL DIMENSIONS SHOWN ARE TO FACE OF BUILDING, FACE OF CURB, EDGE OF PAVEMENT, AND PERPENDICULAR TO PROPERTY LINES. 3. ALL PARKING LOT RADII SHALL BE 5 FEET UNLESS OTHERWISE NOTED. 4. STANDARD PARKING SPACES SHALL BE 9'X20', UNLESS OTHERWISE NOTED, AND SHALL BE SEPERATED BY PAINTED LINES. 5. HANDICAP ACCESSIBLE PARKING SPACES SHALL BE 8'X20' AND SHALL BE SEPARATED BY 4 INCH WIDE PAINTED LINES. 6. ALL EXTERIOR CONCRETE ENTRY PADS, PATIOS, PORCHES AND SIDEWALKS, SHALL BE 4 INCHES THICK, 4000 PSI AIR ENTRAINED CONCRETE, WWF REINFORCED WITH 6X6, W1.4 X W1.4 OR FIBROUS REINFORCING. CONCRETE SHALL BE PLACED OVER A 4 INCH LAYER OF COMPACTED VDOT TYPE #57 AGGREGATE. 7. CONCRETE PAD AT LOADING DOCK SHALL BE 6 INCHES THICK, 4000 PSI AIR ENTRAINED CONCRETE, REINFORCED WITH #5 BARS ® 12 EW. CONCRETE SHALL BE PLACED OVER A 6 INCH LAYER OF COMPACTED VDOT TYPE 21 A AGGREGATE. 8. ALL PADS SUPPORTING MECHANICAL OR ELECTRICAL EQUIPMENT SHALL BE 10" THICK PLACED ON 4" OF COMPACTED VDOT TYPE 21 A AGGREGATE. PADS SHALL EXTEND 6" ABOVE GRADE OR 4" ABOVE PAVEMENT AND 6" BEYOND EQUIPMENT IN EACH DIRECTION AND SHALL BE REINFORCED WITH #4 BARS O 12" EW, PLACED 6" CLEAR FROM TOP OF SLAB. 9. COORDINATE EXACT SIZE AND LOCATION OF MECHANICAL AND ELECTRICAL EQUIPMENT PADS WITH EQUIPMENT FURNISHED. GENERAL UTILITY NOTES 1. ALL WATER LINE AND SANITARY SEWER CONSTRUCTION SHALL BE IN CONFORMANCE WITH PROJECT SPECIFICATIONS AND VIRGINIA DEPARTMENT OF HEALTH REGULATIONS. 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. EROSION CONTROL NOTES 1. ALL EROSION AND SEDIMENTATION CONTROL PRACTICES SHALL BE IN ACCORDANCE WITH THE VIRGINIA EROSION & SEDIMENT CONTROL HANDBOOK, LATEST EDITION. 2. INSTALL EROSION CONTROL PRACTICES AS SOON AS PRACTICAL IN THE LOCATIONS SHOWN ON THE DRAWINGS AND IN ANY ADDITIONAL LOCATIONS DEEMED NECESSARY BY INSPECTORS OR LOCAL OFFICIALS. 3. EROSION CONTROL MEASURES SHALL REMAIN IN PLACE AND SHALL BE MAINTAINED BY THE CONTRACTOR UNTIL THE AREAS THEY SERVE HAVE BEEN STABILIZED. 4. CONTRACTOR SHALL MAINTAIN ALL STREETS AND ROADWAYS FREE OF MUD AND DIRT, AND SHALL CONTROL ALL AIRBORNE POLLUTANTS AS 5. ANY TEMPORARY EARTH BERMS, DIVERSIONS, AND SOIL STOCKPILES SHALL BE SEEDED FOR TEMPORARY VEGETATIVE COVER WITHIN 10 DAYS AFTER GRADING. 6. CONTRACTOR SHALL ADHERE TO ALL PROVISIONS OF THE EROSION AND SEDIMENTATION CONTROL NARRATIVE INCLUDED WITH THE EROSION CONTROL SPECIFICATIONS. 7. CONTRACTOR SHALL LOCATE THE GRAVEL CONSTRUCTION ENTRANCE AS NECESSARY TO ADAPT TO FIELD CONDITIONS. 8. ALL PERMENANT SEEDING SHALL BE IN ACCORDANCE WITH THE PROJECT SPECIFICATION SECTION 02900. GENERAL GRADING & STORM DRAINAGE NOTES 1. NEW CONTOURS AND SPOT ELEVATIONS SHOWN ON THE PLANS REPRESENT FINISHED GRADE ELEVATIONS. 2. ALL SPOT ELEVATIONS SHOWN AT CURBS REFER TO THE TOP OF CURB. 3. CONTRACTOR'S FINISHED GRADE ELEVATIONS SHALL BE WITHIN ONE TENTH OF A FOOT OF PLAN ELEVATIONS. 4. CONTRACTOR SHALL PROVIDE THE OWNER WITH A TOPOGRAPHIC SURVEY OR OTHER DOCUMENTATION CERTIFIED BY A LICENSED LAND SURVEYOR VERIFYING THE CONTRACTOR'S FINISHED GRADE ELEVATIONS ARE WITHIN THE SPECIFIED TOLERANCE. 5. CONTRACTOR SHALL STRIP AND STOCKPILE TOPSOIL IN APPROVED AREAS ON SITE. TOPSOIL STOCKPILES SHALL BE GRADED SO AS NOT TO INTERFERE WITH PROPER SITE DRAINAGE. TOPSOIL STOCKPILES SHALL BE TEMPORARILY SEEDED TO PREVENT EROSION. ALL TOPSOIL SHALL REMAIN ON SITE. 6. GRADE AROUND ALL BUILDINGS TO PROVIDE POSITIVE DRAINAGE AWAY FROM THE BUILDING. 7. GRADE ALL AREAS IN THE VICINITY OF DROP INLETS TO PROVIDE POSITIVE DRAINAGE TOWARD THE INLET. �I_;�_IA ors q p O :` •� ' Z U Z d] UJ O a� A :m U 0 3 LJ 3 5 LJ LLJ 5 w r U i- z p CD � Q <1 <z u nt I I6 ►-� • CQ a 0 � N a I GCS O ca •� A � rn A s~ C\2 ::I-o 4.0 I n �> �o • Ln U . 14 o � �c Q OC\l Q O O s Z U V) r Q I zo W z G � Ld Ld _I o W n Q W V) L LJ Of z U o U i V U W Q � m � O z 0) am L 00 a M 0 U �p 04 Y Y i O a � b 0 a A A U d V) z LLJ Q __j 0 C z LLJ -� I- C/) U Q Q z Lj Lv O Ld 8. PROVIDE INLET SHAPING AT ALL NEW MANHOLES AND CATCH BASINS IN ACCORDANCE WITH DETAIL, SHEET C8.V -Dy 9. REFER TO STORM DRAIN PROFILES SHEET C6 FOR STRUCTURE INVERTS 2 7 199 AND PIPE SLOPE INFORMATION. 10. THE CONTRACTOR SHALL SPREAD AND FINE GRADE TOPSOIL, AND APPLY MPL OF f PERMANENT SEEDING IN ACCORDANCE WITH SPECIFICATIONS TO ALL DISTURBED UNPAVED AREAS. 11. ALL ROOFDRAIN LINES SHALL BE 6" DIAMETER UNLESS OTHERWISE NOTED AND SHALL BE CONSTRUCTED AT A MINIMUM SLOPE OF 1.00% AND WITH A MINIMUM COVER OF 2 FEET. C1 I' - NO POSTED SPEED LIMIT 1 ORck ALONG MIDDLE ROAD; + qRQ FLASHING SIGNALS AND SCHOOL ZONE SIGNAGE TO BE INSTALLED r 2 rn r- A c FOR DIMENSIONAL LAYOUT ' OF WORK IN R.O.W. STA 15+87.21 O p ` - - p\ 1 l / PLEASE SEE SH C7 h�ry �p I 24.15' RT '`OO -�.Y x O �- - - �r r / {y - X��'� - - , x o�O _ - - - - TYPE 1 PVMT ORCHARD i SEE DEMOLITION -- NOTE,2 ON SH Cl -- - - o o Q o o EP 0 VA. SEC. ROUTE 628 0 Q� o 0 0 0 N 69'51 35 E 0 0 0 eb PVMT N MIDDLE ROAD N N N N N PVMT 04 - - - --- - - L r-- - _ - - ------------- - ---SIGHT DISTANCE-- ---` ------------ ----- - - - - ---- - -- - --- -SIGHT DISTANCES - -- --------------------- ---- - _ _ =1= _ = Q55 + CG-7 2 �2 - 550 + ; - - -� EP _CG-7� 2 tG-11 -CG 7 2 Cb-11Q �, 74 CQ-1 / JO o �� N 69'S5 02 E 77TYPr \-SEE DEMOLITION STA 16+ 39.99 -- � `- _ 'S 11 38.87' RT � - SEE DEMOLITION 24 HIGH x 144 LONG NOTE 2 ON SH Cl �R TYPjE 1 NOTE 7� BUILDING IDENTIFICATION NOTE 5 ON SH C1CG-2 � 2 ; �� % PVMT SIGN ON 2 SUPPORTS; 0%Q CG4- �� SEE DEMOLITION SIGN B CENTER SIGN ON BUS LOOP SIGN E-1 SIGN A a �` I �� NOTE 5 ON SH C1 STA 61+0864 1 S GN \ \ NJ --' -SEE DEMOLITION `y( STA / 163.00' RT PVMT \ NOTE 3 ON SH Cl 57., 57+,00 :D SIGN 'C `. 1+ 0 51+00 G� TYPE 1 61-r00 STA 24+32:34 I PVMT cV{•-- 56.91 RT EP-- CG-6 - CG-6 a'w EP SEE DEMOLITION i140TE 1 ON SH Cl -- STORMWATER - - 100' BUILDING SETBACK �-- --t- ---�' --- - - - - MANAGEMENT AREA STA 24+32.37 - �'-l�1DE-- - � � / L I DOUBLE GATE STA_26+2..37 JI ~ PC STA 51 +55.77 M PT STA 56+35 5 #012��'-2' - - ' ' - ; 157.26' RT?.45' RT20 j-�-244 20 20 G ---- / 2 � I o Y ----- f• r i -' a ^-CG--2 -- STA 25+22.35 00 LL_' + I m FS6 ---- -- j i 172.35' RT / 2-4- 0 � ( ,Ij �` u7 No hh ,' 6 � 00 I / / Q------- = - I o U B U B U G ---------,- _1 I N N --- I r a o BUS DRIVE o EP- oo Q , TYPE 2-�- i / I Z _TYPE 1 PVM -- , PVMT - --- - - L5 - - - -- --- -- - ---- - _T > -, 50' INGRESS/-/ I Ln `-CG-2 �n .- - _ BLACK CHAINLINK EGRESS EASEMENT _ SIGN T a ■ s a a ■ a FLAG POLE / FENCE AROUND ENTIRE - STA 52+69.� --- - DETENTION POND-38 V ' o ® _ 14.50' RT ' SIGN F_�_ ul) +� _ ' ' ' a �?L I - - - - P. c�o -00 M I b BLDG CORNER co i I STA 1 + 9,3. 07/ I 0 r- - - -------------225.33 --------- I 288 52' RTj ao _ SEE DEM LITIOt� 63+00 j PC STA 43{�06. BLDG CORNER HC SIGN TYP CENTERED- %� � NOT�Y N SH �C1 I / + I �� STA 18+55.06 ON EACH SPACE 1 FT. � ' 300.62 RTFROM BACK OF WALK ���L%% / ' 4'1'S cv I Z. lNV=$.02.67_x - - 4 w'w EP 3/ Q 60 YD x 120 YD + J ' 45' BEND TYP. �- PLAYING FIELD 1L_ v� �� + CO Ll 7 •4 C - ID ' L 00, R { 13 j I I15 15' o 7.00' CO C WALK N r-4"SS NO 4 20: % INV=801.92 NOTE 5� UB / CONCRETE PAD,, SIGN / T FOR CONDENSOR UNIT } I p CONCRETE PA CG,-2� NOTE j31 64+00 , 0 4"SS FOR HEAT PUMP J0 10 1 00 P r / 4 SIGN F , INV-80 42 EIUS PA KIN 0 + - 8 FROM 8L()G TO SS JA + 1 4 p 12' ( ��" I ��� /SIGN F 03 BACK CREEK - _-- - - - - ----___--, ' '' 19o.a ' Rif �� LOADING I I ;TYPi I I p� got j ELEMENTARY SCHOOL DOCK / o / 1 FFE = 804.67 � � � � TYPE 1 4 BOLLARDS ® 5.75' c. A � -- 112.E 7 -- -- - - 50' x Y00' y ; PVMT SET 1.50' BACK FROM P o0 PA D 4"SSA- + UB 0 NO TE I / / PLA/Rq UB + + / I STA 26+27.01 � + SEE INSET ON CONC. FUEL G �-CONC. FULL B } 1 VZ_ + THIS SHEET FOR STATION D OIL T N PAD 512.00' RT OS 05 , DIMENSIONS IN 18.75 x18. 5 65+00 C2 M2 CG- 2) LOADING/SERVICE STA 64 6.47 i \. --- . ---•- sQ -- AREA 15.00 I 6' FROM BLDG TOSS C ° E P -� 6 5 31.4 7 / 18.00` g � 1 7 ' FROM BLDG rt0 SS 4"SS , '' _ r r STA +31.47 �S 2, 1 B D INV=800.1% SEE DEMOLITION , 5.00 LT ,' '+ N07 3 ON SH C1 i �/ .4b / G� , BLDG CORNER N ' �\ S�A 44+88.63 STA 20+09.11 "^ PUMP r / 02 5$3.85' RT 25.33 + / 0 W9 LT - NOTE 2 r b' 'l r r r ,^� (� / `� I 5 'R WELL j Pv o o EA MENT h I , r ?O,- T i SIGN G roo cD INV=795.50 •`' P' , `V 50.00 / O ALA 21 + 54.70 2 �� ASS• C 660.00 RT-12' ACC ROAD / C01 SS " SS ACCESS �\ - T \ i ;� TO SEPTIC SYSTEM; 250'R / F �� 2 4�8 / + >r SEE SHEET ST1 FOR SOFTBALL FIELD �GN .� 3 ' ' TYPICAL SECTION / S 41.7� Na �� SEPTIC YSTEM BEGINS AT �r AS�KETBALL 50' x 100' z . ' THIS POI T• ALL SEWERAGE QAL��TYP)PAVED H v0-i� WORK B OND THIS POINT ; + r _ _ _gASI�ETBALt,_ _ _ _ _ _ , _ _ _ _ _ _ _ SHALL B SHOWN AND SPEC IED r , Off/ C6 COURT = ON THE T" SHEETS AND r \. - ----- - - - -- - SEE "ST" SHEETS PROJECT PEC SECTION �740 g/ L10 FOR SEPTIC TANKS AND PUMP CHAMBER r , Q / 0 SIGN Gj SIGN G i / 0 / SEE "ST" SHEETS IGN G \ �� FOR SANITARY LINES / SIGN / -SEE DEMOLITION NOTE 1 ON SH Cl �CLEAR/REMOVE EXISTING-J \, \` � RCHARD WITHIN THE POPERTY LINES ACCORDING `` EXISTING TO PROJECT SPECIFICATIONS , ` \ _ ORCHARD --SEE DEMOLITION / 60 YD x 120 YD r �� NOTE 3 ON SH Cl \� ` \_ / PLAYING FIELD ��,/I� , '\ ` s 20nPLAYING�IELD / I .9 0 / � MATCHLINE - SHEET C2 SIGN G _ MATCHLINE - SHEET C2 _ MATCHLINE -SHEET C3 S IGNG �\ 12' ACCESS ROAD MATCHLINE - SHEET C3 OR CHARD \ 745V/ / 1 TO SEPTIC SYSTEM; Q) \ p CENTERLINE LINE TABLE NUMBER DIRECTION DISTANCE L1 S 20'04'58" E 306.59 FT L2 S 05'21'34" W 563.52 FT L3 S 81*21'49" E 489.44 FT L4 S 20'04'58" E 155.77 FT L5 N 69'55'02" E 244.17 FT L6 N 20'04'58" W 156.16 FT L7 S 20'04'58" E 531.47 FT L8 S 20'04'58" E 273.80 FT L9 S 51 *23'14" E 158.95 FT L10 N 69'55'02" E 135.59 FT L11 N 40'16'24" E 251.97 FT L12 S 16'29'27" E 211.21 FT L13 S 36'56'34" E 224.33 FT L14 S 83'54'24" E 9.58 FT L15 S 83'54'25" E 355.91 FT L16 S 06'05'35" W 30.00 FT /� SEE SHEET ST1 FOR -90'0' ;� �� �'�� TYPICAL SECTION 'sT ---SEE "ST" SHEETS PUMPST T CENTERLINE CURVE TABLE NUMBER DIRECTION CLENGTH FT ALENGTH FT RADIUS FT TANGENT FT DELTA Cl S 07'21'42" E 88.08 88.81 200.00 45.15 25'26'32" C2 S 38'00'08" E 68.66 75.68 50.00 47.22 86'43'23" C3 S 65'04'58" E 106.07 117.81 75.00 75.00 90'00'00" C4 N 24'55'02" E 106.07 117.81 75.00 75.00 90100'00" C5 S 35'44'06" E 32.38 32.78 60.00 16.81 31 *18'16" C6 S 80'44'06" E 58.81 61.47 60.00 33.74 58'41'44" C7 N 55'05'43" E 30.70 31.04 60.00 15.88 29'38'38" C8 N 10*30'49" E 59.56 62.33 60.00 34.31 59*31'10" C9 S 26'45'24" E 117.69 17.78 49.62 18.99 20'31'55" C10 S 60'25'29" E 139.85 40.98 50.00 21.72 46'57'51" SANITARY SEWER CLEANOUT SCHEDULE CLEANOUT NUMBER INVERT C01 797.11 CO2 798.41 CO3 800.08 C04 798.49 C05 799.19 C06 799.69 C07 800.10 C08 799.71 C09 802.32 Col 802.46 **CONTRACTOR SHALL FIELD LOCATE INVERTS FOR ALL CLEANOUTS SHOWN WITHOUT A NUMBER. NOTES THIS SHEET 1. PROVIDE 12"x12"X6" GRADE MOUNTED QUAZITE TYPE PC GASKETED BOX, PROVIDE 2 No 10 & 1 No 10 GND FROM FUEL DISPENSER CIRCUIT. 2. PROVIDE 3 No 8 & 1 No 10 GND FROM MCC-2E TO WATER WELL PUMP, 3. PROVIDE 100 AMP, 208Y/120 VOLT, 3 PHASE, 4 WIRE NEMA 3R PANELBOARD WITH 12-1 POLE, 20 AMP BRANCH CIRCUIT BREAKERS. PROVIDE 4 No 6 & 1 No 10 GND, 1"C TO LM-38. MOUNT ON 6"x8' 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 WITH UTILITIES CO. 6. PROVIDE 3 No 2 & 1 No 6 GND, 2"C TO SEWER TREATMENT EQUIPMENT. SEE SHEET ST6 FOR ADDITIONAL REQUIREMENTS. 7. PROVIDE ONE TYOE 08/1-70 LIGHTING FIXTURE TO ILLUMINATE SIGN. CONNECT TO EXTERIOR LIGHTING CONTROLS IN ROOM 246. WATER SUPPLY NARRATIVE 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 WILL REQUEST THAT PROVISIONS BE MADE TO TIE INTO THIS SYSTEM. THE USE OF THIS OFF -SITE WATER SUPPLY WILL ELIMINATE THE NEED FOR THE ON -SITE WATER SUPPLY STRUCTURE THAT IS DEPICTED ON THE SITE PLAN. AN ADEQUATE OFF -SITE OR ON -SITE WATER SUPPLY WILL BE PROVIDED, INSPECTED, AND APPROVED PRIOR TO THE ISSUANCE OF A CERTIFICATE OF OCCUPANCY PERMIT FOR THIS FACILITY. --------------------- .---- - - - - -- ---------------- - DUMPSTER ECG-2 I TRANSFORMER--, 4 .00 + QLi DIESEL GENERATOR 0 CONCRETE PAD ; z Q FOR LOADING DOCK 4,000-GAL FUEL o OIL TANK �, o u 0 + COOLING o TOWER fT7T� r i Qj � ` 3 EG-2 a 0 U-- z o / ' - L / + CG-2 r , `f------,.�- .:----- - - - - ------ - - - - + - --------- LOADING DOCK AREA DIMENSIONAL INSET 2 0' 0 5 C 100' • _ 40,-0„ T KEYPLAN I q b o ,0 � z 'k i Z UJ � I U oiw wjw LJ �> I Q ©Ia z ^. «� ao car ►--•-•� • [ C'2 rn c a, � o � �-� o^" a� N I a� C'CS � o o nt .� ... ,a C c\1 ^, ao >1 rn • �ILA ' o � >e J 0 Z 0 I U Q F- I d' Z Ld Z Lj _J w O L.li CL W W V) L.L! cr_ � U o U y U U w Q 0 m � O z I +n 0000 o' Q O U co N Y' YI O) a -I � m+ CL C7 40 D A A U d w Q w w Q -J Lli Q Of Z Q O c I zz W Q J M n F- F_ V I J '.- 1 er„em n„ec rroo o,ov,e tow ,nv wr 865CO02 1-1 00 TMK AUG 02 5 00 pm C 2 WATER SUPPLY NARRATIVE 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 WILL REQUEST THAT PROVISIONS BE MADE TO TIE INTO THIS SYSTEM. THE USE OF THIS OFF -SITE WATER SUPPLY WILL ELIMINATE THE NEED FOR THE ON -SITE WATER SUPPLY STRUCTURE THAT IS DEPICTED ON THE SITE PLAN. AN ADEQUATE OFF -SITE OR ON -SITE WATER SUPPLY WILL BE PROVIDED, INSPECTED, AND APPROVED PRIOR TO THE ISSUANCE OF A CERTIFICATE OF OCCUPANCY PERMIT FOR THIS FACILITY. 40'-0" Wig' 0 50' 100' 1" = KEYPLAN rn cn \ awe A a q o . O m .� z LLJ U a p A U W W U Z W Q j< z i� W a r, -- bt ' 4 �o a � o � a� N I � a � o .. -, CQ .o s~ C\) q �o 9 ILn ^ an 0 v� Q C U co C\2 _I _a 0 z 0 Z � U U? Ly Q Z W z mI- W W o W x a_ Q W W N L.L. r z U o U U U w Q m o z a' rn O U CO N YI Y OI CL b 40 b c4 a a Q --J L1J Q ctf Z Q O to I L.L J Z C Q m n CO c'999 OLIVER, WF98, PAPPAS R RHUUY. INC. 9W500031-1.0C TW K AUG 02 * 43 am C31 w1wb uuvt-K, MUM Y —A-1 t mm'u" IIYL 9865M41-1.00 -W AUC 02 5 08 pm I � � i A O O Z LJ • � U a? a O rn A U W W U Z LJ U I Q �az ►-� ' > Cl b� In (� lid, r..� O ►-� O y 3 N � � a GCS O ^ >� ^� CQ A � oa --+ .� q cat -+ o -, ao • r O Q o Q Q Z 0 o C) U) Q� Z W z F- W _1 w o W a Ile Q W n W ry > ~ Z U o U U U W Q LLJ m o 00 O) A cr O U �p N Y Y 0 ► a. a! aI mf a b b 6 a 0 0 a A A C> -0� V Q z Q w N� 0 0 z Z 0 Q Q r 0 U LLJ Cn F— W C5 W IWSJ UtJWK, Vktlti, VAYI'til & KHUUT, INU. 996SC0051=1.00 TW AUG 02 5:09 pm 820 a- ch w 0 810 ,- 0 m 1 790 U-) Ln 780 if z 770 IF-01 820 00 --TII > LJ 810 i> Of w m FINISHED GRADE 684.50' 24mSD 0 0.65% --7EXISTING GRADE il co ,o Ej= LJ -i LJ Li EXiST1NG GRADE 0�- 0 > FINISHED GRADE 153.34 12 SD 0 0.51% J 2 12'SU- 0 0.51 00 jfj D 0 c: N J C5 820 820 L 00 00 It r- w > > "J W LU 0 0 0 91 �7 >� Q 810 I 810 800 0 790 790 00 o to V) (N 00 C'� 1� 00 US to ro) 00 Oi co 780 780 780 L D 0z 00 7 Z > > > > > > z z Z Z z z z 1 770 157.34 204.81 770 I _770 p 0 z 820 I v ~ 0 i z 05 if > Uj -i LU 810-1- Q- - FINISHED GRADE 0 E)CISTING GRADE 800 D E 0 0 $ j i Lj 820 00 00 CC > __j _> I > LJ W i,LJ Li 0a- - 0­ :yt FINISHED GRADE OP cr 0 ": 810 EXISTING GRADE - - - - - - - - - - - - - - - - - - - - - - - - - -- 800 - - - - - - - - - - - - - - - - - - - - - - - - - L o -4 820 -j 177 W w I 810 FINISHED GRADE 371.00' EXISTING GRADE 0 ofLn LAJ U) 7f3r It cr) I- (/) lv-*- r , ) ! 78r Ln ct) > >1 r > z z 40C DO 7 i75.00 zF- ( 0 8 2 0' c6 Z -Li1 j 0 81 G, n. 4-09-91' (3) 24"RCIPe 0 215.88' (3) 2,eF-CO-s -6-0.§-jX - - - - - - - 790 120 71(3) 24"RCPS- 0 0.91x 0 780 rn 770 , i.9 -- - --- 00 x0f U- L- 00 00 OD a) didi if ZK 0 z z z 6.0 1 VIN DEWATERING SYSTEM SEE DET THIS SHEET VDOT DI-7 ANTI -VORTEX DEVICE W/ TYPE I GRATE TOP = 794.75 EMBANKMENT TOP SEE DETAIL THIS SHEET =ELEV 797.00 3 (MAX TOP RISER=TOP 24" CMP DEWATERING TUBE RISER -ELEV 793.35 P4 1 10' 3 (MAX) 1 INV 3.0" ORIFICE=793.00 ANTI -SEEP COLLAR _ -- - / SEE DETAIL THIS SI-EET 5' - 24" CMP INV 790 2` T POND CLEANOUT ELEV=792.00 B -------------- BOT OF POND INV = 790.25-11 ELEV 790.25 0 RISER ---------- - 95% COMPACTION 9, 20,25 24\�/j// ��/ o �/ /i ////�� \ "RCP 0 1.00% OVER BASE PLATE--- 1/4- STEEL BASE PLATTE 18 87 -iO-RCP 0 1 .00% ,/� \// / ��//\/ 30 -X48- - 1/4- STEEL PLATE WELDED TO CMP 3'-0" BOLT AND PROVIDE WATERTIGHT SEAL AT ENDWALL DACE PROVIDE 24" DIA HOLE IN PLATE, CENTERED ON HEADWALL OPENING NOTES: 1. MARK POND CLEANOUT ELEVATION ON RISER SUCH THAT WHEN SEDIMENT REACHES THIS LEVER, THE POND SHALL BE DREDGED TO ITS ORIGINAL CONTOURS. 2. INSTALL RISER AS INDICATED FOR USE IN TEMPORARY SEDIMENT POND. UPON COMPLETION OF CONSTRUCTION AND STABILIZATION 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 18"SD 0 0.66%, Uj 0 0 z 00 0DLL t�x � 0 0 Co Wr Lic6 u)"- -L r- - 0 w 0) cb 00 M mc) r- (7) m tic 0 11 r- rl_ 1 780 :D 0 z V) 0 0 5 ZZ > > > > cn 'K V) �A zp > > > > Z z z z Z z z z 200,66 351.34 770 z K Ln Uj Tco: n OCL a820 82 00 af Of (-9 11> I LAJ 10 11 >L.LJ LAI LLJ LAJ CL 0 0 FINISHED GRADE EXIS7'Nu GP' -DE FINISHED '';BADE gnu Soo % OOT - 2 SD a 0.I y 92 88.00 15 SD 0 0.82% :kADL 0 Ll- LL. P 0) 0) U-) 1*') pen) if 0 If z z z z 122 71 7702117.88 STORM DRAIN PRC.FILE --FENCE POST 100? LENGTH, GRASSED TOP OF DAM EL = 797 JO EMERGENCY SPILLWAY 6 0. --+ CROWN AT 0.25" 1' SLOPE ELEV = 796.00 77 2 3 Z 3 C;:>-- DAM CENTERLINE PPOND-7 CONTROLLED FILL CUTOFF TRENCH MIN DEPTH 2*-0" BELOW LOWEST 1: 1 MAX, TYP 4' 0' LEVEL OF ACCEPTABLE INSITU MATERIAL -'j r-M I N POND EMBANKMENT SECTION NO SCALE mm MM No moll II it11 MMEMMIN NMI MM MM11 EC-1 %4" THICK STEEL PLATE (30*X48") BOLTED AND SEALED TO HEADWALL 20, 0 5 0' _E. 1" 4''-(J" 10' 5' G 10' 20 V: -0mr-ow-im -,Nor-- JEL-JEL-AE- JW PROVIDE ADEQUATE STRAPPING I/At-N VVtLU TO STEEL yLATE (TYP) TACK WELD CORRUGATED METAL RISER --ca - POLYETHYLENE AP PERFORATED '-)OLYETHYLENE 5" DIA. DRAINAGE TUBING It 11 U III, I - I I \ "FERNCO-STY E COUPLING i 0 It if 0 L vz 3.0" DIA. DF-WATERING ORIFICE, SCHEDULE 40 STEEL STUB BOTTOM OF 1-FOOT MINIMUM/ BAR TO REST BOTTOM of ON CONCRETE BAR TO REST VDOT EW-1 ON CONCRETE 2 NOTE- WITH CONCRETE RISER, USE PVC SCHEDULE 40 STUB FOR DEWATERING ORIFICE NOTE TO DESIGNER: NOTES: 1. TRASH RACK SHALL BE CONSTRUCTED OF MINIMUM 1/4- GALVANIZED STEEL BARS. THIS DESIGN IN ACCORDANCE TO ST'D & SPEC 3.14 OF 2. TRASH RACK SHALL BE TACK WELDED TO THE 1/4- STEEL PLATE WHICH SHALL BE THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK BOLTED AND SEALED TO THE HEADWALL. THE BOTTOM OF THE TRASH RACK SHALL REST ON THE BASE OF THE HEADWALL. DRAINAGE TUBING SHALL COMPLY WITH ASTM F667 3. TRASH RACK SHALL HAVE 2" CLEAR SPACE BETWEEN STEEL BARS BOTH HORIZONTALLY AND AASHTO M294 AND VERTICALLY, 4. CONTRACTOR MAY SUBSTITUTE A COMPARABLE DESIGN AS APPROVED BY THE ENGINEER. DEWATERING SYSTEM FOR SEDIMENT BASINS TRASH RACK DETAIL NO SCALE - NO SCALE 01 790 o O 00 780 C z 770 1 1 z Z L'J :2 0 m U 0 C) LLj LLJ LLJ < LLJ o > W©I� Of z -.4 44 tap c\2 > C tz E- N I lot GCS O O 4r, > c\2 Z 4A c\2 0 z0 0 0 < �' z LLJ z LLJ U-1 0 Lj a_cr LLJ L.Li (10 Li Of zF- 0 0 0 y C) 0 ctf ULI < 0 LLJ m x LL- L0 W 00 cr) 0 CI-4 0 I CL a Tal CL T% ho 0 $.4 A � � a V) -j < < C) 0 o W Lj- 0 cr- (I- ?99 XIVER, WEBB. PAPPAS & RHUDY, NC. 50006 i=1.00 TMK AUG 02 5: 10 pm 12 �Iw a re) ZN O C3 Q O LJLN m(n� r OR cNgRO I a z z Q a w co > O M � m a. o a� Z m QD W O� Lr� i ON Q i Z+ t+ + I J z O a _ - cv r-Lr) 00w Z Z �t m m ~n gym~ 0 c C/)oN A A A �r-I Ly It.I LLJ ,N W arCj W CV dry) F- Q� F- Q+ x �00 =N om ZN O ZN p co Q Zt—I Li 0 p C.� Q wH O m (n O C5 N WF-1 r-- m Cr) O t N N 1 / - STORMWATER MANAGEMENT AREA STA 26+ 27.37 157.45' RT 7 A2 1 N N 1 A + + rr •�t ' ui O a) Q cD Q N 00 STA 15+87.21 r- �' t 24.15' RT -------- -------- - --- -- -- ------------------- -EP - - - - oo - - - -� XI T- - - o - 0 TYPE 1 PVMT__ PVMT EP i 1, fl � • o \-EXIST t \\_ STA 29+19.55 40.16' RT STA 28+75.77 57.35' RT ORCHARD 5090'f TO RTE 625 �Rc�'gR0 I col 00 +cy+►- 0 co cD tz +Q� O N (n o to N 9 - �P h0 . 0 0 '' 1� 00 N SIGHT D STANCE _ 55 + `r 2 CG- 7A C -11 o4 STA 16+39.99 3 .87' RT TYPE 1 PVtAT SIN B J' d 51 •+• 00 qP PC STA 51 +55.77 ("G-- 2 j O 2+ 0 �ln O U•) O U U 0 Z Z Q Q 0/�Ch I o m O a cn r O wpm \ o Q cD � J'ow 0 o0Ua �aa, _. CO 0 Cn EP o - - - o EP R.O.W. DIMENSIONAL PLAN STA 26+50.00 TO 34+70.78 VARIES - 11' TO 24' 11' , (FROM ONE 11'-LANE TO TWO 12 LANES) . I �__XISIING PAVEMENT i 6' _ 10.83't 10.83't VARIES NEW SURFACE COURSE 4 ( 1' Y4" 1, d SAW CUT EDGE TYPE 1 PAVEMENT - TYPE 1 PAVEMENT -' SEE SH C8 OF EXIST PVMT (TYP) EXISTING PAVEMENT - SECTION A STA 10+00.00 TO 16+15.03, AND STA 23+80.53 TO 33+91.73 (WIDENING do RESURFACING) -EXISTING ORCHARD PVMT 2294't TO RTE 819 WEST NO POSTED SPEED LIMIT 2 ALONG MIDDLE ROAD; 2 CONTRACTOP 'SHALL STRIPE PAVEMENT FLASHING SIGNALS AND SCHOOL ZONE / IN VDOT R.C. W. ACCORDING TO SIGNAGE TO BE INSTALLED / - PAVEMENT STRIPING PLAN ON SKETCH SK20 ui aM / ---FOR DIMENSIONAL LAYOUT--- B Q �o + w w Z Z OF WORK IN R.O.W. Z N PLEASE SEE SH C7 w� o v U mtln N Q Q o� x 00 o EP o VA. SEC. ROUTE 628 O 0 - N 69'51'35" -E-- - �- -- ----- - -� - - - \ -- --- -. EP --1- - - -- -- - TYPE 1 -- o* - o N MIDDLE ROAD N N N j PVMT rt -CG iv SIGHT DISTANCE EP A 2 55 + �G-11 -CG-7 ,-C�-11 A �1 69'55'02 E 1279.56 FT -24" HIGH x 144" LONG ~ BUILDING IDENTIFICATION A0, .R CG = 2 � A2 ----- `4GN ON 2 SUPPORTS; l 1Q O CG+6- 'QA CLNTER SIGN ON BUS LOOP SIGN E - SIGN A �` � �� \ STA 61+08.64 TYPr 1 SIGN J _ I - 63.00' RT -- - PVMT 57+00 /-SIGN C TYPE 1 61�00 0 STA 24+32.34 PVMT N..-- 56.91' RT -- CG-6 wia EP 1 CG-6 -- - N 100 BUILDING SETBACK MAN WIDE STA 24+32.37 DOUBLE' GATE STA 26+27.37 PT STA 56•t----f3-i0 157.26' RT 157.45' RT 20-f-220 �24—}-200-/ - 2 - - - ;---- - STA 25+22.35 z 172.35' RT- --� - --- _ _ 62- 00 — R.O.W. DIMENSIONAL PLAN. STA 10+00.00 TO 26+50.00 3�1 A 26'-0" 11(TWO 12' LANES + 2' GUTTER) EXISTING PAVEMENT 6' 10.83't I 10.83'f I 15.17't I, NEW SURHACE�COURSE Y4" 1' Y4" 1' TYPE 1 PAVEMENT / ISAW CUT EDGE TYPE 1 PAVEMENT OF EXIST PVMT (TYP) Sf E SH C8 E)GSTING PAVEMENT L VDOT SECTION C CG-4 2 STA 17+55.36 TO 21 +49.53 (WIDENING do RESURFACING) Q, rn �- n w m a f C •O m jLn ^, F- 1 Iw U W O A IO U v�3 Iw w;w Of I U oO w j Q v q cv aC ~ U5 (10 o 40 a� N I rcor Cd a C� o cD D C) _ A o m hO 0 • �""'� O U J Q O Z 0 5 0 Q I Z w0 I— w _J w 0 w a- i Q wF- w Ct z 0 o U y U U W Q o mIt z L0 A< a� O (p U N I Y ; Y O [L , O F3 � '� � O b0 V i+ O Q >_ w Q Q 0 Q Z T- i 01999 OW&R, WEBS. PAPPAS k RHUDY, NC. i865C0071-1.00 TVK AUG 02 4 32 pm C 7 4'-0" TO BACK OF CURB/SHOULDER STL TROWEL FIN 100'-0" - SEALED CONC AREA LIGHTING FIXTURE w 1,_0. (TYP)_p 2" STRIPING TYP. BOLT OR CADWELD — 24' POLE W/ BOLT COVERS, GROUND WIRE TO FINISH TO MATCH FIXTURE ------ -- ---- -- --- - � — , -- -- -- ------ - i POLE BASE 3" X 4" GASKETED HAND 6"0 SCH 40 GHQ` HOLE, FURN & INSTALL IN -LINE STL PIPE W/ CONC O 10' MIN. BALLAST FUSE BUSSMAN "TRON" FILL PAINT ��y�J� a Gig. � ---- --- ---- �- PROPOSED WATERLINE PROVIDE GROUT C OR AS NOTED AS SPECIFIED BETWEEN CONCRETE ;i WEATHERPROOF FUSE -HOLDER �5 V-0 ) PEDESTAL AND No. HEB-AD W/No. KTK 5 AMP FUSE FOR EACH LUMINAIRE ?" X 45' CHAMFER, TOP OF z UNDISTURBED SOIL \ CONC 6" ABOVE FINISH GRADE - OR COMPACTED \ o � � �� JOINTS BACKFILL ---- \ FINISH GRADE SLOPE CONCRETE - BASKETBALL GOALS AND I I '�}----- - POSTS SHALL BE INSTALLED EQUIDISTANT -8" DIA S D ��` ACCORDING TO MANUFACTURER'S FROM SEWER ANCHOR BOLTS _ TOP -- -� RECOMMENDATIONS Bl POLE MFGR / WHITE CI CLE LATERAL OR MAIN SEWER " I " COMPRESSIBLE FERNCO SERIES 1000/�//��/ - 18 DIA CONIC BASE �--- — 15 - 0 4'-Om (VERIFY MATERIAL) FLEXIBLE COUPLING 1 " GALV STEEL \\\!%j\ ��\�/���// j o W/ NO. 305 STAINLESS ` r \ STEEL CLAMPS CONDUIT - h° \ JOINT FILLER ul 04 EACH END �-- r 4- ##6 VERT, 3" COVER PLAN #4 ® 12" HORIZ _ - Z PROVIDE ONE PIPE JOINT EXCAVATE AS REQ'D & PROVIDE �� ---- U�� o ---------------------- - - ---- --- -- ----- - --- --- ------ - -- 17 SUPPORT TO PREVENT DEFLECTION '?"0 WELDED I tY ------ -- --- ---- -- ��--- No. 6 BARE COPPER KEY -y N'j EDGE OF PAVEMENT -' 18 �IA GROUND WIRE, BOND - 0 TO STEEL POLE & 6 COIL _ _ -� AT BOTTOM OF FOUNDATION T BASKETBALL COURT STRIPING SEWER WATERLINE -r_3 FT MIN DEPTH r NO SCALE TO SOUTH OF SCHOOL BUILDING MOWN& DETAIL — AREA LIGHTING FIXTURE _ 1'-0" FERNCO NO SCALE , KEY NOTES: O � �� � PIPING 1'-6„ 1, ALL LINES SHALL BE 2" WHITE STRIPING PAINT UNLESS OTHERWISE INDICATED. P p 6" BEDDING CONC DOT NEW SECTION STTONE# 58 DUCTILE IRON CLASS 50 ;� 4000 PSI CONCRETE PAD ASPHALT PVMT AND CONIC OR PVC SDR 18 CLASS 150 - WATERLINE PAD SHALL MATCH FLUSH 100,—°" SECTION 3 FT MIN DEPTH - c _ BOLLARD DETAIL -A of v 50'-0" C^'- • NOTE: THIS DETAIL APPLICABLE FOR CROSSINGS WHERE SANITARY OR ` °1 -- f - 2 STRIPING TYP. �- 1'-0" (TYP) STORM SEWER OCCURS UNDER WATERLINE AND WHERE --- --------------- -----------�----------\-------------------------- - -; WATERLINE OCCURS LESS THAN 18" ABOVE SANITARY I o OR STORM SEWER 6" AGGREGATE BASE COURSE 1>-0" WATER -SEWER CROSSING DETAIL " i�- 20'-�" " FOUR SQUARE COURT` (TYP) _10 NO SCALE #5 ® 12 EW COMPACTED SUBGRADE 3" MAX SEEDED CONIC. LOADING AREA PAD TOPSOIL NO SCALE 8" COMPACTED MATERIAL i TYPE 21 A 0 _ 64---- COMPACTED SUBGRADE -- 2" VDOT SM-12.5A SURFACE COARSE --- FIRE LANE DETAIL TOP COARSE MATERIAL NO SCALE - 6 '-6" �� 6' R $6" VDOT 21-A BASE COARSE 4000 psi CONC. REINF. WITH I (COMPACTED) 6x6 - W1.4xW1.4 WWF, OR i- -- HOP SCOTCH "COURT" (TYP) R -� 0 FIBROUS REINFORCING cD -- - - - COMPACTED SUBGRADE �� _ SEE PLAN FOR WIDTH - -- - -- --- - -- - - - - -- - - - - - - - --- -- - - -- --- - - - - - -- -- -- - -- - - - - - EDGE of PAVEMENT- SIDEWALK FLARE DETAIL ASPHALT PLAYGROUND SLOPE TO " DRAIN ?T I N a e : NO SCALE ASPHALT PLAY AREA STRIPING - PAVEMENT SECTION NO SCALE NO SCALE TO WEST OF SCHOOL BUILDING00 4 COMPACTED NOTES: AGGREGATE BASE -COMPACTED SUBGRADE - 1. HOP SCOTCH "COURTS" SHALL BE MADE OF 24%16" RECTANGLES '`____2" VDOT SM-12.5A SURFACE COURSE USING 1 STRIPING PAINT. , 2. FOUR SQUARE "COURTS" SHALL BE 8'x8' TOTAL: EACH OF THE IN VDOT BMCONCRETE SIDEWALK FOUR SMALL SQUARES ARE 4'x4' USING 1" STRIPING PAINT. ; ! $ LATERAL NTERMEDIATEE COCOURSE 3. ALL NUMBERS ON HOP SCOTCH AND AND FOUR SQUARE "COURTS" 8" VDOT 21-B BASE COURSE NO SCALE SHALL BE 12" HIGH USING 1" WIDE LINES. (COMPACTED) 4. ALL LINES SHALL BE 2" WHITE STRIPING PAINT UNLESS OTHERWISE INDICATED. \ 6' TAPER 58'-0" 6' TAPER - COMPACTED SUBGRADE - m TAPER CURB Z 3 J WITH RAMP, TYPE 1 I - O TYP-�, i Z - - — <11 �c _ PAVEMENT SECTION -- - —��, - ---- - - — ---- i NO SCALE _SLOPE._; I ��� TOP OF CURB _.SLOPE DN 1:12 FLUSH W/ PVMT DN 1: 12 3 / w b z / 1-_--- - BRANCi it -BRANCH z _ -- -- -- -- 1----- - t �TFR I EXPOSED AGGREGATE �� y z - q� EXPOSED AGGREGATE FINISH FINISH DIRECTION OF FLOW VDOT SM-12SURFACE COURSE - TYPICAL HANDICAP RAMP -i__INTERMEDIATE � COURSE & CURB CUT 6" VDOT 21-B BASE COURSE NO SCALE ---SEE INVERT CHANNELS SHALL BE FORMED WITH CONCRETE AS SHOWN (COMPACTED) TABLE AND SHALL BE SMOOTH AND SEMI -CIRCULAR IN SHAPE, CONFORMING BELOW TO THE INSIDE OF THE ADJACENT SEWER SECTION. CHANGES IN DIR€C11ON OF FLOW SHALL BE MADE WITH A SMOOTH CURVE OF ---- COMPACT€D SUBGRADE AS LARGE A RADIUS AS SIZE OF MANHOLE WILL PERMIT, STD. VDOT CG-6 OR CG-2 TYPE � (CG-6 SHOWN) - ----� �2'-0" 2'_-0"--CLEANOUT ADAPTER VDOT STANDARD IS-1 -- INVERT SHAPING EXPANSION JOINT-� / PAVEMENT SECTION , & THREADED PLUG NO SCALE NO SCALE TYP. WALK -SEE % PLAN FOR WIDTH -FOR CLEANOUT PLUGS IN CONCRETE -- SLOPE OR ASPHALT, SEE SPECIFICATIONS 1/4":1'-0"(MAX.) t° cv n GRADE SURFACE \`', o o / AWAY FROM CLEANOUT o o - 12 r— - ►�- t_ 6' 45 BEND o m 2'-0" /--COMPACTED VDOT #10 - -- STONE OR SAND TO � --FACE OF CURB Y4"�T v+"�T .� ,. 18» SUPPORT RISER FINISHED GRADE 4 2"R M�X,1 / T` 31 MAX 4000 PSI CONIC. REINF. W/ 6 X 6 - W1.4 X W1.4 WWF OR FIBERMESH �aj (COMPACTED) COMPACTED AGGREGATE BASE CLEANOUT ADAPTER 45 BEND & THREADED PLUG ------COMPACTED COMPACTED SUBGRADE --- COMPACTED SUBGRADE GROUND SURFACE TYPE 3 CLEANOUT �.\ \- � SURFACE ' °0 =CE _ TYPICAL SECTION FOR NEW TYPICAL CONCRETE WALK AND FOR BENDS GREATER THAN 45" BASE GRAVEL ROAD AROUND SITE CURB AND GUTTER SECTION CLEANOUT ±-'�----- NO SCALE NO SCALE 0 WYE 45' BEND 21/2' BEND 11 1/4' BEND ADAPT - — COMP SUBGRADE \\/ STONEORSAND COMPACTED A�TTOP CONCRETE ---- j 6" j \ / OF BACKFILL IN TRENCH - z_ N TWO 1/2" (#4) STEEL RODS 12" TO VDOT STANDARD GRASS LINING 'S 18" LONG (RODS NOT REQ'D IF IRON FITTINGS REQUIRED FOR EACH TYPE 3 CLEANOUT OR STEEL PLUG IS USED) CURB (CG— 2) 2 18 SQ _ (18'-6"f) X (7'-0"f BURIED CLEANOUT PLUG NO SCALE 1.00 CONSTANT MINIMUM SLOPE (TYP) (2)#3 TIES -\ -- (4)#5 W/ STD HOOK FOR USE WITH ALL CLEANOUTS IN �� ---- r - -- #5012 EW r- (2)#5 CONT LAP YARDS OR AS SPECIFIED ON PLANS TYPE 1 DITCH C14- I AT CORNERS NO SCALE ---- -- - - — �------- ,• �� \ In •. +♦ --- t � 1 1/2" WHITE BORDER-, SIGN LEGEND SECTION 1 RED W TH 1/2" BUSES SERVICE RED - DO NO NO SCALE STOP ,�„� C2 c$ -� PARKING -�'- \� T WHITE BORDER �, ONLY T AREA RED ENTER 4w X4. POST & SIGN NOTES: 1. COORDINATE SIZE OF PAD AND PIERS WITH THE SHOP DRAWINGS OF EQUIPMENT SUPPLIED. 5' EACH SIDE 6`R 2. ANCHOR BOLT SIZE, SPACING, NUMBER AND LOCATION SHALL BE IN OF OCTAGON ACCORDANCE WITH THE SHOP DRAWINGS OF THE EQUIPMENT SUPPLIED. PANELBOARD SIGN SIGN A SIGN B SIGN C SIGN D. SIGN E. NO SCALE NO SCALE NO SCALE NO SCALE NO SCALE BEND -1 56 1/4' 1 2 0 1 1- 67 1/2' 1 2 1 0 1 78 3/4' 90' 1 1 1 2 1 3 1 0 1 0 1 O� r A , b o 'm a U w' O � S w 0 I Q o Z o U U) cr Q t\ Q F Z LJ OZ L � LLj _I W O LJ ch a_ i� W L j cn LLJ I- j U O 0 3. 0 U ix Li Q o M W � o rn L 00 A cr_ 0 U ca cV �c! acI o a a b b b A .s4 0 �o V) Q F _ Ld 0 ®'M OLIWR, WEBB. PAPPAS k RMUDY, INC 9%5C008 i=t00 IAK AOG 02 5 10 pm