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HomeMy WebLinkAbout019-96 Stonewall Elem. School - Stonewall District - Backfile (2)2r S A REP.. HENSON / VtNARLES TOft FOA la \ACINITY MAP SCALE: 1"=2000' Al 1 SHALL REMOVE EXISTING MASONRY BUILDING OVER THE CURRENT PUMP CHAMBER. CONTRACTOR SHALL SAW CUT AND REMOVE THE EXISTING FLOOR SLAB, GATE VALVE, AND PIPING. CONTRACTOR SHALL REMOVE EXISTING I + STEPS AND PLUG HOLES. NOTM 1. SEE ARCHITECT'S PLAN FOR NOTES ON DEMOLMON OF EXISTING SCHOOL AND SALVAGE OF PLAYGROUND EQUIPMENT. 2. CONTRACTOR SHALL SET STAKES AROUND PROPOSED DRAINFIELD AND STRETCH WARNING TAPE TO LIMIT CONSTRUCTION TRAFFIC OVER THE FIELD. ONLY WHEELED VEHICLES ARE ALLOWED ON THE DRAINFIELD. ONCE THE FILL IS PLACED OVER THE DRAINFIELD AND THE DRAINLINES ARE INSTALLED, THE AREA SHALL AGAIN BE CORDONED OFF. 3. CONTRACTOR SHALL SET STAKES AROUND THE EXISTING DRAINFIELD AND DISTRIBUTION BOXES, AND STRETCH WARNING TAPE TO LIMIT CONSTRUCTION ACTIVITIES IN THIS AREA, 4. CONTRACTOR SHALL REMOVE TELEPHONE LINES. 5. ALL TREES, SHRUBS, AND BUSHES ARE TO BE REMOVED UNLESS SHOWN OTHERWISE. 6. ITEMS INDICATED BY " \ \ \ \ x AND AS INDICATED, ARE TO BE REMOVED BY THE CONTRACTOR. THIS INCLUDES ALL ASPHATLT AND PRIME AND SEAL SURFACE. 7. CONTRACTOR SHALL COORDINATE WITH ALL UTILITY COMPANIES FOR REMOVAL AND COUNTY SCHOOL BOARD OF FREDERICK COUNTY, VIRGINIA 1415 AMHERST STREET 1A 22601 --3888 9.ZTREAGE - 10.0122 10. PROPOSED BUILDING HEIGHT - 24-*fr PROPOSED BUILDING USE: EDUCATION PROPOSED GROUND FLOOR OF BUILDING = 63,932 SF 11. CURRENT ZONING.- RA 12. SETBACKS: FRONT: 60' BACK: 50' SIDE-. 50' 13. LANDSCAPING SHALL BE PROVIDED BY ALLOWANCES IN CONSTRUCTION CONTRACT AND SUBMITTED AT A LATER DATE. 14. 105 TOTAL PARKING SPACES PROVIDED *BASED ON PREVIOUS USES THE SCHOOL SYSTEM FEELS THAT THE EXISTING PARKING IS ADEQUATE AND THE SCHOOL WILL PROVIDE A LETTER IF REQUIRED. 15. STREET ADDRESS' 3165 MARTINSBURG PIKE CLEAR BROOK, VIRGINIA 22624 1 16. ikeT6.�5TLM711 1YW-K&;T: _STVi1dC4P!& 17. IDENTIFICATION NUMBER: 44-A-82 18. NO ENVIROMENTAL FEATURES OR STREAMS EXIST ON THIS SITE. 19. 140 HYDRANT OR FIRE LANE CAN BE BLOCKED BY PARKING, CONSTRUCTION MATERIALS, OR EQU"ENT STAGING, DURING CONSTRUCTION. ACCESS TO THE STRUCTURE MUST BE MAINTAINED AT ALL TIMES FOR EMERGENCY VEHICLES. 20. BURNING OF CONSTRUCTION DEBRIS ON SITE IS STRICTLY PROHIBITED. FIRES FOR THE PURPOSE OF WARMING AND HEATING WATER ARE PERMITTED AFTER NOTIFYING FIRE DEPARTMENT HEADQUARTERS. W 21. USE OF PORTABLE KEROSENE OR PROPANE HEATERS MUST BE IN COMPLIANCE WITH THE STATE FIRE PREVENTION CODE AT ALL TIMES. 1 1 2 CONTRACTOR SHALL REMOVE EXISTING GREASE TRAP AND ASSOCIATED PIPING DO NOT DISTURB EXISTING 3Cr OAK PROVIDE TREE PROTECTION AS SPECIFIED 0 AM K K. PLER, JACK K. WAMPLER, SR. 9tt DB. 690 PG. 228 C) P p 1. N. 33-A- 1 64D U L V T VAC�ANT S-E�. LUNINU: tKA IRS x- } --------------------------- Remains of 5Oak -S'38'14'20 Barbed Wire Fence Y 60,375 e" 3,ox D DistribufAQI ..... A School Speed WILLIAM Si, FREY S G 5 91 DB. 537 PG, 591 P. 1, N. 44-A-97 T V :AN USE: VACANT ZONiING., RA Elec., Tel e. TV. Cable Lines LIMIr Sign t -L-DrOinfid4ld Piping . ... ... ..... 6-28 EXIST ro DRAI IL D V x o, EXISTING Gross DRA. 11ID Areo ONTRACTOR SF ALL REMOVE EXISTING W,0OD SHED COMPACTOR SHALL kWOVE EXISTING DIESEL TANK AND LOAD IT ON THE O*NER'S TRUCK V. = 624.,39 R P A Ton F 26, e Tr Wood She FF= 62 7. 31 REMOVE BY RI V ; il : OWN F( 8 Birch Backstop 12" Pine REMOVE BY -4 Playground OWNER A h Playground LO Equipment Equipmen t T F ro i wo BY Elec, Line IV REMOVE BY 0 44 P QYground CQuipmen t 8 Birch S torm I n en D FF=6,30.4 n 9 �Roof Sh ur t in AP1.1 7" Cedar OSpruce * I-D y Greloc's, Pit N.- un Conc. Fuel Oil Stairwell to Po J Basemen t 1 �, 60' RIGHT--OF-WAY Inv.=622.49 I 15" cmp- v. 2 1, 80 � I �� i ROY LONDON, III D8. 404 PC. 48 P.), N. 44A USE: RESIDENTIAL VE EXISTING E LINE ZONING: RA lt STEEL CASING if OE FIRE HYDRANT- Gravel Driveway TO RETAIN. BENCHMA _0Tr xA.!� t CASING N PIPE (Tv REMAIN) Hayron t ry 0­ 1111, A A, A klev :=-6 2 CONTRACTOR SHALL SAW EXISTING PAVEMENT W. V. -AM! A (:::: 'A /Ol pec., Phone & TV, Coble F U z J. _j 117 Asphalt. ly SidewatkII EXISTING FUEL OIL TANK SHALL BE 'ITop-630.28 RELOCATED ON SITE. CONTRACTOR Line on (,-re t e - Sidewalk inv.-625.'13 SMALL REMOVE CONCRETE PAD. (2) �,-CONTRACTOR SHALL REMOVE < F-F= 634.2 ----------- Brick S 01 6-30 BRiCK &S TONE L1TY OWNER OR OWNER SHALL SCHOOL BUILDING REMOVE EXISTING ELECTRIC LINE AND ELECTRIC POLE COMPLETELY Playground COrc. Sidewalk OWNER Equicimen t PICYground FARY SCHOOL EME"T Equip, REMOVE BY u N WA L!, F (0 izhl Gross OWNER h Area Abandon utility Po U < �pruce Cedar *Holly 7 BENCH �4 A Three ails 30Uok Gravel Li 30 " 18" Cherry 00 Tree 'y Elev, 0 re Concrete and Ben, UP er z REMOV E BY NTRACTOR.. SHALL REMOVE ravel M P) e .3 r- OWNER EXISTING PAD AND BENCH n Q) L0 T-oller Concrete pad oi/er Efe Line and Bench c. in OWNER SHALL. REM ELEC TRIC SERVICE P~ SHALL REMOVE SERVICE POLE (ALL Ej EXISTINGPAD AND BENCH Li OWNER SMALL REMOVE. EXISTING POWER LINE AND POLES 7ro er ir rj *,'e, FROM THE TRAILER TO THE R/W. j OWNER SHALL REMOVE ALL EXISTING TRAILERS, CMU FOUNDATIONS, WOODEN AND CONCRETE Playground STEPS AND DECKS. Equip. x CONTRACTOR SHALL REMOVE CONCRETE FOOTINGS. Playground I BY Equip. REMOVE BY OWNER ACRES Soccer REMOVE BY Coal OWNER Grass Playground Equip. Areo REMOVE BY Soccer OWNER R OVE BY Goal OWNER T" 5 psi A Playground OWNER Equip. WNE Playground yground By Equip. NER ----------- X -------- ---- X X----------- x k, x Wover Wire Fence N 38*15'57" W x '6,?-9.85 2 STONEWALL DISTRICT RURITAN CLUB,INC. DB, 361 PG. 181 M_ A USE: -FAIRGROUNDS ZONING: RA---,. 77- t B - D'�.LY4 SNAPP 712 25 PG. PJ. N. 44A-T-2 Elec., USE: R-ESIDENTIAL Tele. Lin ZONING: RA 2 Grove] Driveway CN CONTRACTOR SHALL EXISTING SIGN DAVID HE RICK 1� Eliec., Te/e. T V, Cable L 08. 405 PG, 122 LIJ Lines P.I.N. 44A-1-3 Ct� USE: RESIDENTIAL ZONING: RA It CONTRACIUK SHALL REMOVE EXISTING ABANDONED UTILITY POLE Old Lo Grovel Driveway Cf Fire Hydrant CONTRACTOR SHALL SAW CUT EXISTING PAVEMENT -Grovel Driveway DAMES STIONEBREAKE- z DB. 444 PG. 691 Oak IrQ Q IN 44A-1-4 O USE: RESIDENTIAL ZONING: RA 2 LMuj OWNER S iAJ.14, V Cob POLE /e Line it I t Gravel Driveway LOLITA MYERS D6. 527 PG. 428 Conc. P.I.N. 44A- 1 -5 Headwall USE: U1 RESIDENTIAL In -v. = 622,08 ZONING: RA 15 CW If, V. F21_3! - - - - - - - - --- - - - - - - - - CID CONTRACTOR SHALL REMOVE EXISTING ETE HEADWALL CLEMENT NEGLEY Cn I E I D8. 817 PG. 357 Q0 P.!. N. 4 4A- 1 - 6 > USE: RESIDENTIAL ZONING: RA < Driveway Elec., Teie. T. V. Coble Lines REMOVE ALL FENCE TO PROPERTY ORN ANTONIA O'CONNELL DB. 569 PG. 695 P.I.N. 44A-1-7 USE: RESIDENTIAL ZONING: RA A 2 School Speed A A Limit Sign 30 15 0 30 60 90 NNW SCALE IN FEET, BRYANT H. ALTIIZ�'. No.25734 Z�6 4 4'� '9 A ANDERSON Engineers Btacksburg, VA AND SU rVeyors Greensboro, NC Richmond, VA ASSOCIATPlanners ES, Inc. Tri-Cities.' TN Cob Val INS so P4 ei 9 V-4 cv POE �F z n:: z Uj :D V) 0 (Y- LL) V) LLj x LL_ z L < C) 12741SP1 1 960712.1016 1 BFHOBFH Al L 3' 3' 4' 4' 4' 4' 19' 4' 3' 1' 3' 3' 3' 2' 12' N 7GOAL ABOVE (TYP) O 0 8" WIDE LINE 18, 2" WIDE LINES LTJ 2" WIDE LINES _z_ 10' 5' 5' 10' 4" " 50' 1 ASPHALT BASKETBALL COURT MARKING PLAN c2 c2 NO SCALE 1 \ I � CD QD SIDEWALK FLARE DETAIL c2 cz NO SCALE 3" MAX SEEDED TOPSOIL 8" VDOT NO 21-A AGGREGATE COMPACTED TO 85% STANDARD PROCTOR COMPACTED SUBGRADE 3 FIRE LANE TYPICAL SECTION c2 cz NO SCALE 717 2" VDOT STD SM-2A 6" VDOT NO 21-A AGGREGATE COMPACTED SUBGRADE PARKING & PAVED PLAY AREA TYPICAL SECTION NO SCALE 1.5" VDOT STD SM-2A 3" VDOT STD B-2 8" VDOT NO 21-A AGGREGATE COMPACTED SUBGRADE BUS DRIVE & SERVICE AREA TYPICAL SECTION NO SCALE LULENGTH: 12" 7. CONTRACTOR SHALL NOTIFY THE LOCAL VDOT RESIDENCY OFFICE o a � 1 Q' Cq W WHEN WORK IS TO BEGIN OR CEASE FOR ANY UNDETERMINED LENGTH 2 "' -A -1 2 !-- I DAVID HEDRICK OF TIME. VDOT WILL ALSO REQUIRE 48 HOURS NOTICE FOR ANY Co -4 Ci° I DB. 405 PG. 122 INSPECTION. a r*; m I P.I.N. 44A-1-3 Q USE: RESIDENTIAL U 8• THE CONTRACTOR WILL BE RESPONSIBLE FOR MAINTAINING W STONEWALL ELEMENTARY i ZONING: RA ADEQUATE FF ELEV=fi30.00 i Q Q E ACCESS TO THE PROJECT FROM THE ADJACENT PUBLIC ROADWAY THROUGH CONSTRUCTION AND MAINTENANCE OF A (64'547 I CONSTRUCTION ENTRANCE IN ACCORDANCE WITH THE VIRGINIA � ©� 36' TAPER • I EROSION & SEDIMENT CONTROL HANDBOOK, SEC. 3.02. (f� I FURTHERMORE, ACCESS TO OTHER PROPERTIES AFFECTED BY THIS '1 8 PROJECT SHALL BE MAINTAINED THROUGH CONSTRUCTION, B-5 B-6 B-9 ; VDOT STD. CG-6 9. CONTRACTOR SHALL ENSURE ADEQUATE DRAINAGE IS ACHIEVED AND VDOT STD. 12' ? �- - - MAINTAINED ON THE SITE DURING AND AT THE END OF CG-7 CONSTRUCTION. 2 a I � m COD4 R4 + 10. ALL WATER AND SEWER LINES WITHIN THE EXISTING OR PROPOSED \ I CG-7 ' <C VDOT RIGHT OF WAY ARE TO HAVE MINIMUM 36" COVER AND, WHEN EQUIPMENT PAD w POSSIBLE, TO BE INSTALLED UNDER ROADWAY DRAINAGE � 26' E ' ' z FACILITIES. ( � � JAMES STONEBREAKER 3 F� v� B-7 B-8 i U z DB. 444 PG. 691 11. ANY UNUSUAL SUBSURFACE CONDITIONS ENCOUNTERED DURING THE C2 C2 tiF P.I.N.44A-1 -4 O 4 a -- 1'55'26"W _ f`�- COURSE OF CONSTRUCTION SHALL BE IMMEDIATELY BROUGHT TO THE V i USE: RESIDENTIAL 14i I 75'65' ZONING: RA ATTENTION OF THE ENGINEER AND VDOT. WORK SHALL CEASE IN w THAT VICINITY UNTIL AN ADEQUATE DESIGN CAN BE DETERMINED BY t 4 DUMPSTER PAD 'x6' CONC. PAD 8.25' (n THE ENGINEER AND APPROVED BY VDOT. __. °° 8 CG-6 CG-7 6.5' 14' 12. ALL UNDERCUT AREAS AND BORROW MATERIALS SHALL BE INSPECTED ' STOP SIGN + AND APPROVED BY VDOT INSPECTOR PRIOR TO PLACEMENT OF FILL. ' 6'x6' CONC. PAD VDOT STD. 0 _ _ .25' 2 CG-7 '� - - --�- 13. ALL ROADWAY FILL, BASE, SUBSURFACE MATERIAL AND BACKFILL OF 6.5' C2 C2 TYPICAL HAi�+iDICAP SIGNS (TYP.) M I UTILITY/STORM SEWER TRENCHES SHALL BE COMPACTED IN 6" LIFTS SIGN or ( • • LOADING � 25.17 ; SEE NOTE 6 00 TO 95% OF THEORETICAL MAXIMUM DENSITY AS DETERMINED BY PROPOSED RS S-STANDARD SPA ES DOCK �18' - - -- - I AASHTO T-99 METHOD A, WITHIN PLUS OR MINUS 2% OF OPTIMUM { BASEBALL/SOFTBALL (9 x20 TYPICAL o MOISTURE FOR THE FULL WIDTH OF ANY DEDICATED STREET RIGHT I FIELD 6'5t F 4 { It k OF WAY. AT THE DIRECTION OF VDOT INSPECTOR DENSITY TESTS 4 83 , 11 1 jSPAa ES 1- 9�9' T�TALC 7 i SIGN '�` C2 C4 15' 15 ' I I I I i { LOLITA MYERS PERFORMED BY A QUALIFIED INDEPENDENT AGENCY SHALL BE I DB. 527 PG. 428 CONSTRUCTED AS REQUIRED IN THE VDOT ROAD AND BRIDGE { 84 ACCESSIBLE S i P.I.N. 44A- 1 -5 _ , " , SPECIFICATIONS. A COPY OF ALL TESTS SHALL BE SUBMITTED TO N41'55 26'W _ B-'; 1 ---N41 55 2_6_W 8 X20 7YPiCAL_�___ USE: RESIDENTIAL 16.32 VDOT STD. CG -6 VDOT STD -r �2TT N_ - - 1$6.�10, VDOT STD. ZONING: RA VDOT PRIOR TO FINAL VDOT APPROVAL, 6.5 VDOT STD. �G-6 CG-7 I o' + { f t 14. IF REQUIRED BY THE LOCAL VDOT RESIDENCY OFFICE, COPIES OF ALL INVOICES FOR MATERIALS WITHIN ANY DEDICATED STREET I SERitIC AREA U; I I t ! ' 1 8 . AC S � .16 ThL � I 12 . 12 CONC. FI�EUNG f b -� -- -f, 12' 12' i 55 I } i .! r 2 RIGHT-OF-WAY MUST BE PROVIDED TO THE VDOT INSPECTOR PRIOR STATION iPAD -10 o - LI TO THE ACCEPTANCE OF WORK. UNIT AND TOTAL PRICES MAY BE � b01 p K' � � � I OBSCURED. +� ; ii ; a 5.75' �r i o f 8t.AGO 1.6 ' fAi.!54 VDOT STD. CG-2 I .� 1 i a �7 ; • j c2 C2- 3 ca ca; 4CID f { I i 85' E 15' f } R 4 ^95-STANDARD SPACES (9'x20 �TYPICAL) __ 1 VDOT STD. C2 C4 f - cnl N EC2 C2 CG-7 2, { 1 I I I 2 I j + CG-6 3�. 7�5, j. I t I I ` 1 I CLEMENT NEGLEY N CONC. FUEL _ c� 8 R S "1 2 1OTAI f { I , oo R24.50 pg. 817 PG. 357 C2 M 1 OIL TANK PAD �--- - 50' BUILDNG SETBACK 19 { -- ---- , - --- 6' . • • 95 I I i 6 R 12' I P.I.N. 44A-1 - 6 { q' `� STOP t _ Ri 2.5' " ? i SIGN I USE: RESIDENTIAL { 11s, ? 'P�}g d i ( ► �t8 PA S- 12' TOTAI j t j ZONING: RA f IRS I I NOTES: 1. ALL DIMENSIONS SHOWN ARE TO MEASURED TO THE FACE OF THE CURB WHERE APPLICABLE. 2. ALL CURB RADII ARE 5' UNLESS SHOWN OTHERWISE. 3. THE WIDTH OF ALL SIDEWALKS SHALL BE 5' UNLESS SHOWN OTHERWISE. 4. ALL EXTERIOR CONCRETE PADS SHALL BE 4" THICK PLACED ON A 4" LAYER OF VDOT 21-A AGGREGATE, REINFORCED WITH 6x6, W1.4xW1.4 WWF OR FIBERMESH. SIDEWALKS SHALL BE 4" THICK PLACED 1 ON A 4" LAYER OF VDOT 21-A AGGREGATE. 5. ONCRETE LOADING DOCK, DUMPSTER PAD, FUELING STATION PAD, AND EQUIPMENT PAD SHALL CONSIST OF 6" OF 4000 PSI CONCRETE REINFORCED WITH #5 0 12 EW AND PLACED ON 6" LAYER OF VDOT 21-A AGGREGATE. 6. PROVIDE ONE HANDICAP PARKING SIGN AT EACH HANDICAP PARKING SPACE SHOWN. PROVIDE ONE ADDITIONAL SIGN IDENTIFYING VAN ACCESSIBLE SPACE. SIGNS SHALL BE METAL MOUNTED ON 4"x4" PRESSURE TREATED POSTS, BOTTOM OF SIGN TO BE 4' ABOVE GROUND ELEVATION. LETTERS ON SIGNS SHALL HAVE A WIDTH -TO -HEIGHT RATIO BETWEEN 3:5 AND 1:1, AND A STROKE- WIDTH -TO-HEIGHT RATIO BETWEEN 1:5 AND 1:10. LETTERS TO CONTRAST WITH BACKGROUND (BLUE LETTERS ON A WHITE BACKGROUND OR WHITE LETTERS ON A BLUE BACKGROUND). 7. SIGNS SHALL BE AS DESCRIBED IN SPECIFICATIONS SECTION 10436, EXACT LOCATION TO BE DETERMINED IN THE FIELD. COORDINATE WITH OWNER'S REPRESENTATIVE. JACK K. WAMPLER, SR. DB. 690 PG. 228 P.I.N. 33-A-164D USE: VACANT ZONING: RA Ln 0 D -0 m X 38_14'20" E 603.75' - - - IRF CA -- -- -� 50' BUILDING SETBACK _ FOOTBALL/SOCCER - 150'x300Un I � w i N o I _ V I o Z to WILLIAM S. FREY DB. 537 PG. 591 P.I.N. 44-A-97 USE: VACANT ZONING: RA 60' RIGHT-OF-WAY A" I R 1 2' 04i VDOT GENERAL NOTES Z ROY LONDON, III 1. ALL WORK ON THIS PROJECT SHALL CONFORM TO THE LATEST VDOT STD. + DB. 404 PG. 487 VDOT STD CG-9D EDITIONS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION t 3 CG-7 P.I.N. 44A-1-1 { C2 C2 CG-6 USE: RESIDENTIAL VIRGINIA ROAD AND EROS ON ANDDGE SEDIME SEDIMENT CONTROL REGULATIONS ANDCATIONS, AND STANDARDS, AHE NYZONING: RA 20' �-►- I '�SIGN .8.I v OTHER STATE, FEDERAL, OR LOCAL REGULATIONS APPLICABLE. IN , f --i, w w THE EVENT OF CONFLICT BETWEEN ANY OF THESE STANDARDS, `f R5p' 138.88' S41'55'26"E ,QS = � z SPECIFICATIONS OR PLANS, THE MOST STRINGENT SHALL GOVERN. FIRE LANE 4 �,aQ ►� 74 88 SIGN2. ALL CONSTRUCTION SHALL COMPLY WITH THE LATEST U.S. { DEPARTMENT OF LABOR OCCUPATIONAL SAFETY & HEALTH I EQUALIZATION BASINS PUMP STATION Soh -b\$ �� SIGN { , c( ADMINISTRATION AND VOSH RULES & REGULATIONS. 75' PAVED PLAY AREA - 100' x 50' R5 ' N CG-7 ,Pop I ,26"E-'' R40 - - - - 3. WHEN WORKING ON VDOT RIGHT OF WAY, ALL TRAFFIC CONTROL, (2) SU FACE SAND FILTERS 4 S54 32- INSTALL VDOT STD. "o+ WHETHER PERMANENT OR TEMPORARY, SHALL BE IN ACCORDANCE WITH fi CG-12 AT MIDPOINT \ THE CURRENT EDITION OF VDOT S WORK AREA PROTECTION MANUAL. NG N C2 C2 12D• B-1 OF CURVE (TYP.) FURTHERMORE, ALL TRAFFIC CONTROL FLAGGERS MUST BE CERTIFIED j 20.92' ( 39.5VDOTIN ACCORDANCE WITH VDOT'S JANUARY, 1994 (OR LATEST EDITION IN HATCHED �REAS B-2 ' a G 7 12' OF) ROAD & BRIDGE SPECIFICATIONS, SECTION 104.04-C. �� I � FIRE LANE TYPICAL SECTION 14' 4 j DOES NOT IPPLY .+ 0 I 4. DESIGN FEATURES RELATING TO CONSTRUCTION OF TO REGULATION, 3 �tc, 36 TAPER 00 ! BILLY SNAPP CONTROL AND SAFETY OF TRAFFIC MAY BE SUBJECT TO CHANGE AS o C2 C2 h `L a h � I DB. 425 PG. 712 DEEMED NECESSARY BY VDOT. BASKETBALL u� IP.I.N. 44A-1 -2 14 Gj + �., r5_1 - USE: RESIDENTIAL I COURT' ZONING: RA 5. PRIOR TO INITIATION OF WORK, CONTRACTOR SHALL BE RESPONSIBLE FOR ACQUIRING ALL NECESSARY VDOT LAND USE -3 a PERMITS FOR ANY WORK ON VDOT RIGHT OF WAY. C2 C2 NO URB p ' 6. IF REQUIRED BY THE LOCAL VDOT RESIDENCY OFFICE, A a o a 4 PRECONSTRUCTION CONFERENCE MUST BE ARRANGED AND HELD BY THE C) o a a Y IGIN 'A' " - -- - - ENGINEER AND/OR OWNER WITH THE ATTENDANCE OF THE CONTRACTOR C2 C2 I } v HEIGHT: 24 I AND VDOT PRIOR TO INITIATION OF WORK. ! Q ON 2 PORTS SUPI I L'j w I t�O o ,ar N FINAL SITE PLAN 5'26 N41__ I P R ED IRS B-12 184 .45 24.11 T 6.00'Iu Z14,$9 N VDOT STD. CG-2 I VDOT STD. - - - - 5 SIGN 'C'l N CG-7 LT11 p c2 c2 629.85' IRS R40' STONEWALL DISTRICT RURITAN CLUB, INC. nD zCz 1 M1- 101 zcl TAME-0 - ANTONIA O CONNELL DB. 569 PG. 695 P.I.N. 44A-1 -7 USE: RESIDENTIAL ZONING: RA 30 15 0 30 60 90 SCALE IN FEET BRYANT H. ALTIZER > No.25734 1100� 'Ths �Ssf O NA L E GA trY d } N C4 ! b O 8 n!� z U �n W 1 U Z o F- I (L jL { IZ O ob O tit 1 po � as w q® O CM 1 O C10i' E+ d Q > d W o W � U w -1 0 0 Z w W n o z Y o I-- w o C� bf o � z rn 0 ry U 0 m d m > o a • • 0) '• m ... P ' a a A e Jt Q n z 0 z W! a 112741 SP1 961002.1438 ! JJG ANDERSON . Engineers Blacksburg, VA AND Surveyors Greensboro, NC Richmond, VA ASSOCIATES, ! n _ TO -Cities, TN NOTES: 1. DRAINFIELD INSTALLATION NOTES: A. THREE INSPECTIONS BY THE VIRGINIA DEPARTMENT OF HEALTH (VDH) ARE REQUIRED. EACH INSPECTION SHALL PASS PRIOR TO BEGINNING THE NEXT CONSTRUCTION SEQUENCE. B. FIRST INSPECTION: PIPE INSPECTION - PRIOR TO INSTALLATION, THE VDH SHALL INSPECT THE DRAINFIELD PIPE. C. SECOND INSPECTION: INSTALLATION - DURING INSTALLATION OF THE PIPE AND BEDDING, ONE INSPECTION BY VDH IS REQUIRED. D. THIRD INSPECTION: PRIOR TO BACKFILLING THE TRENCH WITH SOIL, THE VDH SHALL THE SYSTEM BALANCING. E. CONTRACTOR SHALL SUPPLY DRA!NLfNE RISERS AND STYROFOAM RODS FOR BALANCING DRAINFIELD. 2. CONTRACTOR SHALL REMOVE ALL EXISTING METAL PIPING FROM THE SEPTIC TANK A.' ;, WET WELL. CONTRACTOR SHALL PLUG ALL HOLES AND INSTALL NEW PVC TEE BETWEEN SEPTIC TANK AND WET WELL. ONCE NEW PUMPS AND PIPING ARE INSTALLED, CONTRACTOR SHALL TEST EXISTING SEPTIC TANK AND WET WELL IN ACCORDANCE WITH TECHNICAL SPECIFICATIONS FOR TESTING SEPTIC TANKS. 3. CONCRETE ANCHORS WITH A 'T' DIMENSION OF 0.75' ARE REQUIRED AT ALL PIPE FITTINGS. 4. REFER TO PLUMBING SHETTS P2 AND P3 FOR COORDINATION AND CONTINUATION OF DRAIN LINES AT THE BUILDING. FCSA CONSTRUCTION NOTES: 1. WATER AND SEWER LINES ARE TO BE CONNECTED IN ACCORDANCE WITH THESE PLANS. ' THE LINES SHALL ADDITIONALLY MEET THE REQUIREMENTS OF THE FREDERICK COUNTY SANITATION AUTHORITY. .2. THE CONTRACTOR SHALL COORDINATE WITH AND ARRANGE FOR INSPECTION BY THE AUTHORITY. 3. A DOUBLE CHECK BACKFLOW PREVENTION ASSEMBLY IS TO BE INSTALLED ON ANY LINE (FIRE OR DOMESTIC) THAT GOES INTO THE BUILDING. THE ASSEMBLY IS TO MEET ASSE STANDARD NO. 1015 OR 1013. IF THE ASSEMBLY IS MOUNTED INSIDE THE BUILDING, A REMOTE READOUT IS REQUIRED. 4. THE SANITARY AUTHORITY MAINTENANCE DEPARTMENT IS RESPONSIBLE FOR THE ' INSTALLATION OF WATER METERS. BEFORE A PERMANENT METER IS SET, THEY REQUIRE; 1) THE FRAME AND COVER TO BE PROPERLY ALIGNED WITH ITS METER BOX AND YOLK10 BAR; 2) THE FRAME AND COVER TO BE SET TO THE FINAL GRADE OF THE LOT; 3) THE DISTANCE BETWEEN THE TOP OF THE COVER AND THE YOLK BAR BE BETWEEN I 18 AND 21 INCHES; AND 4) ALL COMPONENTS OF THE METER BOX ASSEMBLY BE IN PROPER WORKING ORDER. IT IS THE DEVELOPER'S/CONTRACTOR'S RESPONSIBILITY ! TO HAVE THE METER BOX ASSEMBLY INSTALLED CORRECTLY. ! 63�2 STORM SEWER STRUCTURES i IRS INV.OUT(15")=621.31 < VDOT STD DI-3B 8O VDOT STD. MH-1 ---------------------------- LENGTH=18 TOP=629.0 O1 VDOT STD DI-7 TOP=626.3 INV.IN(BOTH=625.10 , TYPE B GRATE INV.IN(12")=623.5 INV.OUT(15")=625.00 + + ' TOP=625.5 INV.OUT(15")=623.4 O VDOT STD. MH-1 INV. IN=622.50 5 " HDPE END -SECTION 15TQP=629.4 b`;� 83 l INV. OUT=622.40 INV.OUT=623.0 iNV.IN(12")=627.2 i > VDOT STD DI-3C INV.OUT(15")=627.1 + LENGTH=12' O VDOT STD D!-38 TOP=626.7 LENGTH=18' A&A STD. DIY1 INV.IN(BOTH)=623.0 TOP=627 3 TOP=625.5 •� _ INV.IN(12 )=623.5 (12-) 623.5 " INV.OUT(15 )=622.9 INV.OUT(12 )=624.0 INV.O 3 O VDOT STD DI-3C 1� A&A STD. DIY1 LENGTH=12' O7 15" HDPE END -SECTION TOP=625.5 TOP=627.3 INV.OUT=624.00 INV.OUT(12")=624.0 + 53^.2 + INV.OUT(15")=624.5 + \. r r 6-i INV.=624.53- SEPTIC TANK & PUMP STATION LAYOUT NO SCALE A A '.=624.77 _F 4" PVC '.=624.65 8 C3 C4 1500 GAL. SEPTIC TANK 5.5'x10' TYPICAL :. Of I t\ I 9.8 _ BASKEZ ! COUI O I h 4' I + BASKETS SIDEWALI FIRE LAB ,;.:- CHANGE[ 0 Q O Di 0.0 - -� Q r I 6.52 I <C + � r r t_ Z 11� p 30" Oak -ky"l U BENCHMARK Three nails i 30" oak T E Elev. =633 C) Z x30..5 , r r + r t r + r i i + r r f r r r - I ' r....: X 31.8 ' r + r I, r ' TYPICAL • r 7iF... I X �. J ; . � ?'•,. ram. I t ••k , 6_52. ?} I I x SF -x Woven .Wire Fence N 38 `15'5 7" W 3" SCREENED VENT NEW 10" CONCRETE -� SLAB TOP (SEE DETAILS BELOW) NEMA 4 J BOX - ` EXISTING CONC. WET WELL MANHOLE STEPS 1 fi" 0. C. % C3 C4 LAG PUMP ON ELE V. =62 2.40 4" ALARM FLOAT SWITCH ELEV.=622.10 LEAD PUMP ON ELEV.=621.80 PUMP OFF ELE V. = 619.00 `,YACK K. WAMPL DB. 690 PG. 228 P.I.N. 33-A-164D USE: VACANT ZONING: RA STONEWALL DISTRICT RURITAN CLUB, INC. DB, 361 PG. 181 P.I.N. 44-A-81 USE: FAIRGROUNDS ZONING: RA INVERTED FRAME & COVER �10 C3 C4 LOCKING HASP FOR PADLOCK --l+' _ L 7 ...._,.__----- .1-61F G CHAIN GUIDE RAILS 1-1/2- STD. GALV. PIPE - 4" 0" i GROUT AROUND ALLI FORCE MAIN PIPE CONNECTIONS - SEWAGE CUTTER RUMP SECTION A- A E4E VA�TI O� I ! ►l{►I�IlI i�►� 1 jSTOjRACE AEA' 50 36 { I IL=1i8' 'Ho� I H- .3. 0' I W=..O' - I _4 { 2 i STORAGE AREA 50'x26't.. L=11' Ho=3.0' H=4.0' D1=3.0' ' W=3.0' 24.8 VEN SEALED MERCURY 2'- FLOAT SWITCHES 2 RINGS BUTYL RUBBER 2'-0" 0 MH ROPE CAULK OPENING 30" k MIN. STANDARD FLAT- P A61 TOP MH W/STEPS ® 16" O.C. ' EXISTING 4" INFLUENT-/ I FROM SEPTIC TANK I BRICK & MORTAR - ---- OPENING ALUMIt RELOCATED 4"-�I BOLT - INFLUENT FROM 1 COVER SEPTIC TANK L_-_ �- $"x4"x16" SOLID EXISTING WET WELL WALL CONC. MASONRY UNIT ON END CONTROL WIRING IN U.G. 1" C. TO 6" VDOT #21-A CONTROL PANEL IN STONE SCHOOL BUILDING WILLIAM S. FREY DB. 537 PG. 591 P.I.N. 44-A-97 USE: VACANT ZONING: RA -lec., Tele. F V Cable Lines 21.80 60' RIGHT-OF-WAY ROY LONDON, ill DB. 404 PG. 487 P.I.N. 44A-1-1 USE: RESIDENTIAL ZONING: RA Gravel Driveway Gravel Dri ve wa y INSTALL NEW CONC. (SEE DETAIL BELOW) 2" GATE VALVE 2"x2" TEE A - TO DOSING SIPHON PLAN VIEW EAST SIDE PUMP STATION BILLY SNAPP DB. 425 PG. 712 P.I.N. 44A-1-2 USE: RESIDENTIAL ZONING: RA 2'-0" 0 MH OPENING C--� (3)-#5x4'0" 8'-4" (SQ) EACH SIDE PLACE 3RD) 8" 2' 1' 4' 8" n 1 6" 2'-0" (18)-#504 (PLACE SECOND) I i 2'-On ANN - " (9)-#506 8 (PLACE FIRST) (5)-#506 (5)-#502 (PLACE FIRST) (PLACE FIRST) PLAN -- SLAB BOT REINF 8'-4" (SQ) 8" 8" (TYP) EACH OI SIDE (3)-#5 x 2'-3" (3)-#5x3'-6" (3)-#5x6'-O"-v PLAN SLAB TOP REINF 8" 2' 1' 4' 8" 10" 3 -#5 DIAG (5)-#5 2" MIN 2" 1 1/2" CL (TYP) 1" EXIST CONC. WALL REMOVE TOP 10" AND NOTCH OUTSIDE EDGE AS SHOWN ALL WAY AROUND SECTION B- B (TYP) SECTION C-C �Elec., Tele. DAVID HEDRICK T. V. Cable Lines DB. 405 PG. 122 44A-1-3 EXISTING ENH C FLOW PUMP STATION USE: RESIDENTIAL USE: ZONING: RA U C3 C3 NO SCALE Q NOTE: 1. THE EROSION & SEDIMENT CONTROL NARRATIVE SHALL BE CONSIDERED A PART OF THIS PLAN. Gravel Driveway GENERAL EROSION AND SEDIMENT CONTROL NOTES Fire Hydrant ES-1: UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL '- -' -' -- EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CONSTRUCTED AND AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND Gravel Driveway 1 VIRGINIA REGULATIONS VR 625-02-00 EROSION AND SEDIMENT - - - CONTROL REGULATIONS. Q ES-2: THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO THE PRECONSTRUCTION CONFERENCE, ONE WEEK PRIOR TO THE W COMMENCEMENT OF LAND DISTURBING ACTIVITY, AND ONE WEEK PRIOR DAMES STONEBREAKER Z TO THE FINAL INSPECTION. DB. 444 PG. 691 P.I.N. 44A-1-4 O ES-3: ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED USE: RESIDENTIAL PRIOR TO OR AS THE FIRST STEP IN CLEARING. ZONING: RA V) ES-4: A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON THE SITE AT ALL TIMES. ES-5: PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE PLANS (INCLUDING, BUT NOT LIMITED TO, OFF -SITE BORROW OR WASTE AREAS), THE CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FOR REVIEW -- -� -- -- AND APPROVAL BY THE PLAN APPROVING AUTHORITY. .Grove! Driveway ES-6: THE CONTRACTOR IS RESPONSIBLE FOR THE INSTALLATION OF ANY - _ ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT VDOT STD. CLASS I DRY RIPRAP EROSION AND SEDIMENTATION AS DETERMINED BY THE PLAN APPROVING INSTALL IN ACCORDANCE WITH VDOT AUTHORITY. STD. EC-1 SECTION B-B. YE MYERS ES-7: ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL LOLOUSE 527 428 MEASURES AT ALL TIMES DURING LAND DISTURBING ACTIVITIES AND P.I.N. 44A- 1-5 DURING SITE DEVELOPMENT UNTIL FINAL STABILIZATION IS ACHIEVED. USE: RESIDENTIAL ZONING: RA ES-8: DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED FILTERING DEVICE. ES-9: THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES 3 PERIODICALLY AND AFTER EACH RUNOFF -PRODUCING RAINFALL EVENT. ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY. N-REMOVE EXISTING CONCRETE HEADWALL INSTALL 21.3 LF 15" CMP 01.507 CLEMENT NEGLEY DB, 817 PG. 357 P.I.N. 44A-1-6 USE: RESIDENTIAL ZONING: RA Gravel Dri ve wa y �,,Elec., Tele. T. V. Cable Lines School Speed Limit Sign ANTONIA O'CONNELL DB. 569 PG. 695 P.I.N. 44A-1-7 USE: RESIDENTIAL ZONING: RA EROSION CONTROL SYMBOL LEGEND CE TEMPORARY CONSTRUCTION ENTRANCE SF SILT FENCE CIP CULVERT INLET PROTECTION SR SURFACE ROUGHENING DD DIVERSION DIKE ST TEMPORARY SEDIMENT TRAP IP INLET PROTECTION TO TOPSOILING OP OUTLET PROTECTION TOPSOIL STOCKPILE PS PERMANENT SEEDINGINRC SITE PLAN E' VE �pLTH Opt frA -.f"_, DATE.__ �o p f� 30 15 30 60 90 BRYANT H. ALTIZER -- No.25734 SCALE IN FEET "d 4 SSIONAL otOi CL < O a < N � Z P, - -jI R: N z od ,� w •� z z 8 8 Vi V o 0 Q i cc W IL e CL w w x' i }- < z � �_ Q �- a W o W � v w ---� O Q Q Z � W V) 0 w 0 CIS w af U- x Q U � m m j d �- �7 �0 w a .d 0 m a z Q .W n LW v M ZN 0 Z M 0 0 Cr Z Q R 'r. BMKOBMK 961003.1608 i 12741 sp2 1 Y 1 O REINFORCED STEEL STANDARD MANHOLE PER SPEC. FRAME AND COVER m �ICC4 C4 (NOT INCLUDED) I-_ *Wz 24" I.D. �. L O t m 48" DIA. - --� _ 58"------ � m ALT. TOP FOR SHALLOW 1 � MANHOLES i z STEP 0 1 CAST \ (TYP.} C SEAL UNDER CASTING - - - - - - AND ALL JOINTS WITH BUTYL RUBBER ROPE SEALER, AASHTO M-198 w �� Cr co I b STEPS SHALL HAVE * 10 CONTINUOUS ALIGNMENT BETWEEN SECTIONS Go � 5" - 48" DIA. SLEEVE OR GASKET (TYP.} t I 1 BENCH FROM CROWN OF PIPE TO WALL d a ' 2"-4"/FT. SLOPE SECTION NOTE: MATERIALS AND FABRICATION IN ACCORDANCE WITH ASTM C478, CONE SHALL BE OF THE ECCENTRIC TYPE. 8" MIN THICK BED CONNECT PIPE TO SECTION WITH APPROVED FLEXIBLE US WATER -TIGHT SLOF CRUSHED STONE EEVE OR GASKET (INTERFACE OR EQUAL). OF OR T26 THE FLEXIBLE WATER -TIGHT SLEEVE OR GASKET SHALL BE INSTALLED PER THE MANUFACTURER'S RECOMMENDATIONS. SANITARY SEWER PRECAST STANDARD MANS I (ECCENTRIC WITH MONOLITHIC BASE) MH-1 6 SANITARY SEWER MANHOLE c3 C4 NO SCALE BMK(98MK 961003,1608 12741sp2 10" 5/8w 1' 1 1/4" A-1j .PLAN 12" 1 1/4" 1/2w }_j 1 " 1 5/8" 1 /4" ,� 1 /8• 1 /4" FRONT E "ATION INSTALLATION STEPS SHALL BE POURED INTEGRALLY WITH THE MANHOLE SECTION AND NOT MORTARED OR GROUTED LATER ACCESS HATCH 2" CHECK VALVE 2"x2" TEE 1 1 /4" x2" REDUCER A - TO DOSING SIPHON 7" 7" - 2'-0" MH OPENING - 1 1/4 " SCH. 40 GALV. 2" GATE VALVE STEEL DISCHARGE PIPE HYDRAULICALLY SEALED DISCHARGE FLANGE I 1 ---�i�-- U M P S TA TI ON NEMA 4 JUNCTION BOXN i 1O AND U.G. CONDUIT TO PUMP STARTERS IN 5/8" 1' 1 3/8" 3/4" 1/4' cl T_ SIDE ELEILATK}N POLYPROPYLENE PLASTIC: SOLID OUTER •. SHELL ' POROUS MASS ' NO. 3 DEFORMED SECTION STEEL RODS i A -A MATERIALS: POLYPROPYLENE PLASTIC - GRADE 10-1014 "AVISUN CORP." STEEL REINFORCING BAR - CONFORMS TO A.S.T.M. STD A-615 7 MANHOLE STEP c4 C4 NO SCALE 2 RINGS BUTYL RUBBER ROPE CAULK STANDARD FLAT -TOP MH WITH STEPS ® 16" O.C. 8%4"x16" SOLID -� CONCRETE MASONRY UNIT ON END 6" VDOT 21-A STONE HOPPER BOTTOM BOTTOM = 619.00 F SECTION A- A 11 WEST SIDE PUMP STATION C3 c4 NO SCALE CONTROL WIRING IN U.G. 1" C. TO CONTROL PANEL IN SCHOOL BUILDING SEALED MERCURY FLOAT SWITCHES A ""�4" INFLUENT FROM SEPTIC TANK MANHOLE 4' 0 FIBERGLASS -LOCKING HASP FOR PADLOCK �- 3" SCREENED VENT TOP = 629.8 NEMA 4 J BOX GUIDE RAILS 1-1/2- STD. GALV. PIPE co a e 18" - ELEV. 622.93 LAG PUMP ON & IN V. IN ELEV. 622.63 ELEV. 622.40 LEAD PUMP ON ELEV. 619.70 STANDARD KNOCKOUTS ACCESS HATCH I �-- --- 18" X 18" MI -- -? OPENING �- I' -- ---- L ---- --� STD. PRECAST SEPTIC TANK ` J HATCHES &SS PIPE STUBS -------- FOR FIELD INSTALLATION pL A� I OF INSPECTION PORTS (BELOW�GR�OUND) SEE DETAIL CO-B & CO-T FOR ALTERNATIVE SURFACE " 18"a I CONC. j TREATMENT OF INSPECTION COUPLING CONC. -" APRON jF PORTS. -- & PLUG \/ 5-' 6PVSCH.0 VARIABLE DEPTH 6' PIPE a MIN. 12 -18 TYP. FERNC0 CONCRETE - e-- - - MANHOLE ADAPTER ACCESS HATCH (OR SIMILAR) (NOTE 1) 8' p (NOTE 2) - �---_ CUM �- ALL JOINTS WITH LACE8" nLEANOUT I l � P. 0.35XDEPTH NEAT PLAND CEMENT& APPLY UPSTREAM !I INLET & OUTLET TEES TO g I' MASTIC SEALER 12" -_ BE P.V.C. TO MATCH PIPE S.D.R. SHOWN OR 4" MIN. - BUTYL ROPE PRECAST > CAULK CONTINU- REINFORCED OUS AROUND CONCRETE PERIMETER I{ SLUDGE (AASHTO M-198) � 6" SAND OR VDOSTONE 25 R w V O C� O �Owoo_ � O C �O #2600 NOTES: 1. STD. 6' PVC SCH. 40 PIPE STUB CAST INTO HATCH LID FLUSH WITH LID BOTTOM. 2. SET INLET INVERT 1.5"t0.5" ABOVE OUTLET INVERT. 3. LENGTH (L) TO LIQUID DEPTH (D) TO WIDTH (W) RATIO SHALL BE 2:1:1 .S L:D:W S 3:1:1. SEPTIC TANK ST-1 8 SEPTIC TANK e3 C4 NO SCALE GROUT AROUND PIPE AT CONNECTION W/30" RCP -- -- I i NEENAH R-4040 t LIGHT DUTY GRATE I i PLM r i ­4 .0. o! Li . 30" DIA. RCP, a BELL END UP CCY Uj BENCH FROM CROWN aOF PIPE TO WALL W , �. ,� 3"/FT. SLOPE 01 . � 2500# CONCRETE ;r ) o 0o Co 000 po (D C � VDOT NO. SECMN 26 STONE STANWD IN YARD 13 YARD INLET C3 C4 NO SCALE FREDERICK COUNTY SA"TATION AUTHORITY COMBINATION AIR RELEASE AND I AIR VACUUM VALVE � --- ---- FIGURE 11--------- -- --- I 1 AIR RELEASE VALVE C3 C4 FREDERICK COUNTY SANITATION AUTHORITY CONCRETE THRUST BLOCKING FIGURE 2 2 CONCRETE ANCHOR C3 C4 FREDERIac COUNTY SANITATION AUTHORITY FIRE HYDRANT ASSEMBLY FIGURE 9 5 FIRE HYDRANT C3 C4 FREDERICK COUNTY SANITATION AUTHORITY GATE VALVE FIGURE 8 9 GATE VALVE C3 C4 1/4" 3/8" 2 SLOTS 11/ ❑❑❑ ❑❑❑❑O A A 3/4" ❑❑❑❑ ❑❑❑ I SEWER 3/8" 1 �+- V-7 5/8"rw TOP OF t M'ER 1'-9 3/4" � -� 1'-9 3/4' p07MM Ji OF C 3/4" USE SOLID COVER AND " 1 1/2" CONCEALED LIFTING HOLE 1 1/4 3/8 3/4-�{� 3/4" i WHEN TOP IS BURIED r, BELOW GRADE 3/4" " 1" 3/4" 3 , 1 ' -8 1 /8" •"+ SECTION A -A 1 /4w B BE CAST THE THERS DEPRESS ON SIN HALL j TOP OF COVER 1 " WIDE AND RAISED I( 3/8" HGH AS SHOWN PLAN MANHOLE FRAME AND COVER SHALL BE SIMILAR TO VDOT 1" i ' -10" - ---�-i STANDARD 106.02. VDOT 1'-8 1/4" APPROVED DUCTILE IRON FRAME 7/8" AND COVER MAY BE SUBSTITUTED TZA3/4" APPROXIMATE WEIGHT 8" CAST IRON 3/4' FRAME: 239±12 LBS. ; 5" 2'-0" ---- � � COVER: 137f7 LBS. i - --j LLL / i SEWER PROJECT j SECTION B-B STANDARD MANHOLE FRAME do C4� M 10 FRAME AND COVER C c4 C4 NO SCALE STL TROWEL FIN SEALED CONC I \ l 6"0 SCH 40 STL PIPE W/ CONC I I FILL (PAINT) � 1 z f 116 SLOPE CONCRETE 4 TOP I COMPRESSIBLE I JOINT FILLER 7M I 1 Z _ � I o I-...�,h...l....._....... IF 3/4 0 WELDED I KEY TT 0 KEY V-6" CONC I i I I f i 14 BOLLARD c2 C4 NO SCALE \I RV F I I fllVVJ Rr-WU I"VR 33 3/4' DEFLECTION) 18" SQUARE PAD CLEANOUT ADAPTER VDOT TYPE A3 CONCRETE & THREADED PLUG - 1" 6" ZGRADE SURFACE SET HEIGHT AS AWAY FROM CLEANOUT REQUIRED 45' BEND -- �--- COMPACTED VDOT NO. 10 STONE OR SAND 18" TO SUPPORT RISER DIRECTION OF FLOW i-• - 24"--{ FOR BENDS LESS THAN 45 FITTINGS REQUIRED FOR EACH CLEANOUT 22 1/2' 11 1/4' CLEANOUT 0 WYE 457 BEND BEND BEND ADAPT - STRAIGHT THRU 0 1 1 0 0 1 BEND 11 1/4' 1 1 0 1 1 22 1/7 1 1 1 0 1 33 3/4' 1 1 1 1 1 45' 1 2 0 0 1 ,!J 3 CLEANOUT C3 C4 NO SCALE r- CLEANOUT ADAPTER & i THREADED PLUG ROAD SHOULDER OR PAVEMENT 2" MIN. CLEARANCE NEENAH R-1916 OR EQUAL 5/8" ANCHOR BOLTS IF COVER IS IN ROAD SHOULDER v e a FLASHING 6 24" SQUARE - COMPACTED VDOT CLASS VDOT #26 STONE A3 CONC. PAD TO INVERT OF CLEANOUT 151 BUILDERS FELT CLEANOUT COVER - TRAFFIC BEARING (FOR USE WITH ALL CLEANOUTS IN PAVEMENT OR AS SPECIFIED ON PLANS) 4 CLEANOUT COVER c3 C4 NO SCALE OPERATION SEQUENCE 1. A RISE IN THE WATER LEVEL CLOSES THE LEAD 5. A CONTINUED DROP IN THE LEVEL OPENS THE LAG PUMP FLOAT SWITCH, STARTING THE LEAD PUMP. PUMP FLOAT SWITCH, THEN THE LEAD PUMP FLOAT 2. AN INCREASED WATER LEVEL CLOSES THE ALARM FLOAT SWITCH. THE PUMPS ARE KEPT OPERATING BY SWITCH. THE REMOTE ALARM LIGHT TURNS ON AND THE AUXILIARY CONTACTS M1X AND M2X ALARM RELAY CLOSES, CAUSING THE AUTOMATIC DIALER 6. A CONTINUED DROP IN THE LEVEL OPENS THE TO OPERATE. "ALL OFF" FLOAT SWITCH, SHUTTING OFF BOTH 3. A CONTINUED RISE IN WATER LEVEL CLOSES THE PUMPS. LAG PUMP FLOAT SWITCH, STARTING THE LAG PUMP. 7. AN ALTERNATOR AUTOMATICALLY SWITCHES LEAD 4. AS THE LEVEL DROPS, THE ALARM FLOAT SWITCH AND LAG PUMPS ON SUCCESSIVE PUMP CYCLES. OPENS AND SHUTS OFF THE ALARM LIGHT. U.G. 2" CONDUIT TO SCHOOL BLDG- n I f I � ISA 30A .--o-r� 2 HP PUMP -o \3oA T 2 HP PUMP WEST SIDE PUMP STATION EAST SIDE PUMP STATION PUMP STARTERS " TO PF1 1 PUMP NO.1 FAILED Mix A iPUMP NO.1 RUN Mix -{ ETM ELAPSED TIME PUMP NO.1 OLi CONTACTOR -PUMP NO.1 CRA FLOAT LAG PUMP ON H1W PR1 PUMP NO.1 RUN �A ALTERNATOR FLOAT FLOAT Toe PR2 PUMP NO.2 FAILED ALL PUMPS OFF LEAD PUMP ON CRA M2X A PUMP NO.2 RUN �'" 2 ELAPSED TIME PUMP N0.2 I M2X OL2 M2 CONTACTOR -PUMP NO.2 HTR2 HAND AUTO OFF PR2 PUMP NO.2 RUN "TR' "R, HIGH TEMP. RESET PUMP NO.1 RESET HTRi H7R2 Rs HIGH TEMP. RESET PUMP NO.2 RESET I HTR2 ALARM FLOAT I SWITCH PUMP CONTROL PANEL DIAGRAM 1. SAFETY DISCONNECTS, PUMP STARTERS, PUMP CONTROLS, AND CONTROL TRANSFORMERS, TO BE PROVIDED BY PUMP MANUFACTURER IN ONE NEMA 1 ENCLOSURE FOR EACH PUMP STATION.�aLTH p� L 2. ALL CONTROL WIRING FROM PUMPS TO PUMP CONTROL PANEL SHALL BE RUN UNDERGROUND o THOMAS G. IN A 1" DIA. CONDUIT. PUL EN It 3. ALL UNDERGROUND CONDUIT RUNS SHALL MEET MINIMUM COVER REQUIREMENTS PER NFPA 70.r Y 4. BONDING AND GROUNDING WIRING IS NOT SHOWN ON DRAWINGS, BUT SHALL BE PROVIDED AND J©� 7- INSTALLED PER NFPA 70. �o�� N°' 17929���c�`� sSIONAL0 12 PUMP CONTROL PANEL DIAGRAM C4 C4 NO SCALE BRYANT H. ALTIZER v No.25734 ANDERSON Engineers Blacksburg, VA AND Surveyors Greensboro, NC Richmond. VA ASSOCIATES, Inc, Planners Tri-Cities, TN - }01-1 Q Z Q > z� 4 W I W o Z W � W LLJ I_ Q Z W c~n O v U 0of W C/ O c0 z Ln 0) A it Q UCD Q Q > mmon .. 4) 00, 'o m 4D a 4 GREASE TRAP C3 C5 NOT TO SCALE Ems 4'-6" so -�1 11-6" V-6" --------------------� to I j k N I I } I I cV I I iL------------------- PLAN NOT TO SCALE 2'-0" MANHOLE FRAME & COVERS PRECAST VAULT REINFORCED 1000 GAL. FOR H2O LOAD RATINGS I RISERS GREASE TRAP I I TO GRADE I 6" DI A. VENT 17 8" CD i 4" THICK CONCRETE to BAFFLE WALL A C5 C5 2" F �\ PUM 2" INLET PIPE FROM PUMP STATIONS INV.IN=630.00 PRECAST 6' MANHOLE W/ FLAT TOP DRILL 1/4- DRAIN HOLE 1'-0" R t° 8"x3O" r FLOW PORT r SECTION C NOT TO SCALE ICD DOSING SIPHON TANK / „ _ , - It 3" DISCHARGE PIPE INV.OUT=628.50 2" PVC RISER WITH GALV. SCREENED VENT CAP 2'-6" X 2'-6" ALUM. ACCESS HATCH TOP ELEV.=631.00 `1 r' . - TOP FOUNDATION ELEV=630.00 .11 IN Ems rpmllwi SIPHON TRAP GROUTED IN PLACE AND OVERFLOW PIPING INSTALLED AT SITE. TREAT EXISTING CONCRETE EDGES WITH CONCRETE BONDING AGENT. PVC OVERFLOW PIPE SHALL BE INSTALLED IN TEE WITHOUG SOLVENT CEMENT TO ALLOW REMOVAL FOR DRAINING SIPHON. KOBMK 1 961003.1729 1 12741-05 IKIVPRTp,n PPAAAP SECTION1/2 p B L--(; C5 r- DRILL 3/4" DRAIN HOLE AT BASE OF ELL 1 32" FREEBOARD ABOVE SAND PLAN „=1,O„ 1/2 SURFACE SAND FILTERS AS SHOWN ,..., rn7V C4 11,1%/ -077 A Z 3 EQUALIZATION BASIN r� I rr, A ..,.,. , RINGS BUTYL RUBBER ,PE CAULK =CAST 4' J TOP M H i 8" TO EQUALIZATION BASIN 14'-0" 'ENING A L HYDRAULICALLY SEALED FLOW DRAINFIELD PLAN DISCHARGE FLANGE 1/211=1 'O" 5 EQ BASIN PUMP CONTROL PANEL DIAGRAM c5 c5 AS SHOWN OPERATION SEQUENCE 1. THE 24-HOUR TIMER WITH ADJUSTABLE START AND STOP TIMES WILL LIMIT THE PUMP OPERATING TIMES TO PRE-SET PERIODS DURING THE DAY. 2. A RISE IN THE WATER LEVEL CLOSES THE LEAD PUMP FLOAT SWITCH, STARTING THE LEAD PUMP WHEN THE TIMER CONTACT IS CLOSED. 3. PUMP WILL CONTINUE TO RUN UNTIL TIMER CONTACT OPENS OR PUMP OFF SWITCH OPENS. 4. AN INCREASED WATER LEVEL CLOSES THE ALARM FLOAT SWITCH. THE REMOTE ALARM LIGHT TURNS ON AND THE ALARM RELAY CLOSES, CAUSING THE AUTOMATIC DIALER TO OPERATE. 5. A CONTINUED RISE IN WATER LEVEL CLOSES THE LAG PUMP FLOAT SWITCH, STARTING THE LAG PUMP WHEN THE TIMER CONTACT IS CLOSED. 6. AS THE LEVEL DROPS, THE ALARM FLOAT SWITCH OPENS AND SHUTS OFF THE ALARM LIGHT. 7. A CONTINUED DROP IN THE LEVEL OPENS THt LAG PUMP FLOAT SWITCH, THEN THE LEAD PUMP FLOAT SWITCH. THE PUMPS ARC KEPT OPERATING BY AUXILIARY CONTACTS M1X AND M2X WHEN THE TIMER CONTACT IS CLOSED. 8. A CONTINUED DROP IN THE LEVEL OPENS THE "ALL OFF" FLOAT SWITCH, SHUTTING OFF BOTH PUMPS. 9. AN ALTERNATOR AUTOMATICALLY SWITCHES LEAD AND LAG PUMPS ON SUCCESSIVE PUMP CYCLES. U.G. 2" CONDUIT TO SCHOOL BUILDING EQUALIZATION BASIN -___30A PUMP STATION m PUMP STARTERS 3 MP PUMP t 0 T L 0 t�" J 3 HP PUMP 2 ° T+ TIMER { 15A IoFf HAN TO Toy PF1 � PUMP NO.1 FAILED A --}PUMP NO.1 RUN Mix I ET''' ELAPSED TIME PUMP NO.1 t a1 CONTACTOR -PUMP NO.1 i CRA FLOAT LAG PUMP ON HTM l i PUMP NO.1 RUN T1 o---� CRA ALTERNATOR i FLOAT ALL PUMPS OFF FLOAT LEAD PUMP M2 PR2 + I PUMP N 0.2 FAILED ON CRA M2X I `-� A PUMP NO.2 RUN 2 oELAPSED TIME PUMP NO.2 ){ M2X ; OL2 I M2 CONTACTOR -PUMP NO.2 1 HTR2 I I HAND AUTO F D� PR2 PUMP NO.2 R U N "'R' T HT HIGH TEMP. RESET PUMP NO.1 RESET HTR1 i I t HTn "T R2 HIGH TEMP. RESET PUMP NO.2 RESET HTR2 i ' ALA,RMIJ -~ FLOAT SMATCH PUMP CONTROL PANEL DIAGRAM NOTES: 1. SAFETY DISCONNECTS, PUMP STARTERS, AND PUMP CONTROLS TO BE PROVIDED BY PUMP MANUFACTURER IN ONE NEMA 1 ENCLOSURE FOR EACH PUMP STATION. 2. ALL CONTROL WIRING FROM PUMPS TO PUMP CONTROL PANEL SHALL BE RUN UNDERGROUND IN A 1" DIA. CONDUIT. 3. ALL UNDERGROUND CONDUIT RUNS SHALL MEET MINIMUM COVER REQUIREMENTS PER NFPA 70. 4. BONDING AND GROUNDING WIRING IS NOT SHOWN ON DRAWINGS, BUT SHALL BE PROVIDED AND INSTALLED PER NFPA 70. 30" FILTER SAND' 10 COURSES 8" BLOCK & 4" CAP BLOCK = 7'-0". PROVIDE - 4" SOLID PVC HORIZONTAL REINFORCING EVERY OTHER COURSE. PROVIDE #6 REBAR GROUTED ry, .::::, 4 SOLID IN BLOCK O 16" C-C. W 1 r HEADER PIPE i (TO EQ. BASIN) 3" VDOT NO. 8 STONE 3" VDOT NO. 68 STONE - MIN. 3" VDOT NO. 3 STONE - 4" CONC. SLAB (SLOPE O 1"/FT TO HEADER PIPE) 4" PERF. PVC SECTION B 1/2 IF= 1 P-OP9 ls�y SALTIi OF Tr o CAL * D. UPT No. t 6376 SIQNAL AN DERSON Engineers Blacksburg, VA [�Az AND Surveyors Greensboro, NC Richmond, VA ASSOCIATES, Inc. I Planners TI7-cities, TN • o� O .-r R 400 A w W w,w W a O � l W I� a� 0 Cq • W E+ }- Q Z z¢ W � I W _J W F- U W W 0 O a Q > F- W <Q V) O c, U 0 Of w d w LL CD z 1- U � Q O U O o U :2� m n a- a' ti 4 E .. A .L.� C 5 4, J�,o. V Z nleY 10 -4,"', S. A 217 Tn" "f`7`!I­!!�7­"`-, 777`77777� SI )k 14SII 3? 4 )0I REST AREA -Z EPHENSON 761 6604 OL ARLES -10ft ROA VICINITY MAP SCALE: 1"=2000' NOTES: 1, SEE ARCHIIECI S PLAN FOR NOTES ON DEMOLITION OF EXISTING SCHOOL AND SALVAGE OF PLAYGROUND EQUIPMENT. 2. CONTRACTOR SHALL SET STAKES AROUND PROPOSED DRAINFIELD AND STRETCH WARNING TAPE TO LIMIT CONSTRUCTION TRAFFIC OVER THE FIELD. ONLY WHEELED VEHICLES ARE ALLOWED ON THE DRAINFIELD. ONCE THE FILL IS PLACED OVER THE DRAINFIELD AND THE DRAINLINES ARE *WALLED, T14E AREA SHALL AGAIN BE CORDONED OFF. .3. CONTRACTOR SHALL SET STAKES AROUND THE EXISTING DRAINFIELD AND DISTRIBUTION BOXES, AND STRETCH WARNING TAPE TO LIMIT CONSTRUCTION ACTMM IN THIS AREA. 4. CONTRACTOR SHALL REMOVE TELEPHONE LINES. 5. ALL TREES, SHRUBS, AND BUSHES ARE TO BE REMOVED UNLESS SHOWN OTHERWISE. 0 6. ITEMS INDICATED BY 0 \ \ \ '& AND AS INDICATED, ARE TO BE REMOVED BY THE CONTRACTOR. THIS INCLUD ALL ASPHI AND PRIME AND SEAL SURFACE. 7. CONTRACTOR SHALL COORD04ATE WITH ALL UTILITY COMPANIES FOR REMOVAL AND RELOCATION 0 E�,IkLL -EXISTIM OIXEMR 71 �D(� PEY: COUNTY SCHOOL BOARD Of FREDERICK COUNTY, VRGRM 1415 AMHERST STREET 22,601 9.TTREAGE - 10.0122 10. PROPOSED BUILDING HEIGHT - 24'Ir I I^ AVI \141� SAW CUT AND REMOVE THE EXISTING FLOOR SLAB, GATE VALVE, AND PIPING. CONTRACTOR SHALL REMOVE EXISTING STEPS AND PLUG HOLES. WILLIAM S. FREY JACK K. WAMPLER, SR. DB. 537 PG. 591 D8. 690 PG. 228 P.I.N. 44-A-97 PJ.N. 33-A-164D USE: VACANT USE: VACANT ZONING: RA ZONING: RA Y" -y -------- _ ------ IRS 3�87 4��Q Y ti Remains of S 15" Oak f ak i Barbed Wire fen Elec., Te, TV Cable Lines -A k, . . ...... A40S 4 er % Mosier. 603. 75' x D1,9tr1bU4ior! !Q - - - - - - - - - - - - - - - -- T -4 ......... It School Speed-- 'Z Limit s- �,�Drainfield Piping 60' RIGH'-OF-WAY 4 147) EXIST t 1 huflonROA DPAI ELD Inv. -62. 49 Z_ I DIIII 15 i CVP 21.80 E-XIS771VG Gross k �tj DRAINFIELD j Area /-CONTRACTOREMOVE EXISTING WOW SHED Sisf�u t ROY LONDON,111 CONTRACTOR SHALL. kCYVE EXISTING DIESEL TANK rMVrVz0Uj Oulu 14%7 U,-W-: Uj UE3. 40/ AND LOAD IT ON THE CWW*:P*S TRUCK PROPOSED GROUND FLOOR OF BUILDING 63.932 SF P.I.N. 44A-1-1 r -624.,30 v- USE: RESIDENTIAL 11 CURRENT ZONING: RA iesel ZONING: RA C\,j I REMOVE EXISTING LINE P ch"I'M Ton b er"FROM 120 STEEL CASING 12, SETBACKS: I t -26. 5. 7 hte Box FRONT: 60' 6 BACK: 50" C N. 44A ." USE: RESIDENTIAL E TIAL US ING. 70N RA SIDE: 50' S e%', t ic Wood Shed . I . 11 - t FF�= 62 7_31 ice _ AT A LATER DATE. 13 LANDSCAPING SHALL BE PROVIDED BY ALLOWANCES IN CONSTRUCTION Z CONTRACT AND SUBMITTEDREMOVE BY REMOVE FIRE HYDRANT- -Grovel Driveway OWNER Birch FCSA TO RETAIN. Bockstop 14. 105 TOTAL PARKING SPACES PROVIDED /r 12- Pine *BASED ON PREVIOUS USES THE SCHOOL SYSTEM FEELS THAT THE EXISTING REMOVE BY 2 A PARKING IS ADEQUATE AND THEh A 13ENCIAIA CN Playground OWNER EIO�ISTING 12" CASING PIPE TO REMAIN 15.STREET ADDRESS: SCHOOL WILL PROVIDE A LETTER IF REQUIRED. V� Equipment ground Q0 Exqomen t Fire H oil t Ydr 3165 MARTINSBURG PIKE 6 D r CLEAR BROOK, VIRGINIA 22624 Dec: Line V 31`0 E1ev,:=62Ak24v 01A 1114 REMOVE BY y Oak j CONTRACTOR SHALL SAW EXISTING PAVEMENT V Tu nd Equipment Fog F" >1 f. t-KVrttM I T WUN I tr M^ I IV" MWOMEJ1" -t-I 8 Birch BILLY SNAPP ?n d 18. NO ENVIROMENTAL FEATURES OR STREAMS EXIST ON THIS SITE. FF=6,30.49 0of Sh 19. NO HYDRANT OR FIRE LANE CAN BE BLOCKED BY PARKING, CONSTRUCTION MATERIALS. OR EQUIPMENT STAGING, DURING CONSTRUCTION. ACCESS TO THE 17' Cedar 0 Conte y STRUCTURE MUST BE MAINTAINED AT ALL TIMES FOR EMERGENCY VEHICLES. Grease FF=630.45-,� i w k Pit ON DEBRIS ON SITE IS STRICTLY PROHIBITED. FIRES FOR A ha 20. BURNING OF CONSTRUCT! $0 TER ARE PERMITTED AFTER THE PURPOSE OF WARMING AND HEATING WA P, un Conc NOTIFYING FIRE DEPARTMENT HEADQUARTERS. Stairwell to; Pod 21. USE OF PORTABLE KEROSENE OR PROPANE HEATERS MUST BE IN COMPLIANCE Pasemen t , WITH THE STATE FIRE PREVENTION CODE AT ALL TIMES. 6�?o F-F=623.59 Asphalt Sidewalkfl EXISTING FUEL OIL TANK SHALL BE-/ II( ITop=630.28 RELOCATED ON SITE. CONTRACTOR Concrete In v, = 6 25.13 SHALL REMOVE CONCRETE PAD. L--) I I .. , " Sidewalk < 0 Playground OWNER Equiprrient CONTRACTOR SHALL REMOVE PlGy9r0Und REMOVE BY EXISTING GREASE TRAP AND Equip- OWNER ASSOCIATED PIPING A h < E?E-NCH A Rk- Z 7l�re!q 1 0 ils 3011 Oak 00CherrX U 7ree 4nk Ele v. - F 5 09 Concre to ad *S and 8., DO NOT DISTURB z REMOVE BY NTRACTOR, SHALL REMOVE Z_ OWNER EXISTING PAD AND BENCH EXISTING 3(f OAK PROVIDE TREE n PROTECTION AS j Q:) SPECIFIED Concrete Pod and Bench R SHALL REMOVE EXISTING MASONRY BUILDING PIII TI ^IIACHIE'LM PUMP f-UAUCbI f%f%&rMAfVr^0 CILJAI i ITJ G BRICK & STONE SCHOOL BUILDING STONEWALL E LE M ENTA,�_�V Grovel N, Xo re roi/er 1,Grovel S T i rol De OWNER SHALL N N. E IC SERVICE E POLE (ALL LO _ Trooier Trailer .T OWNER %I REMOVE ALL EXISTING TRAILERS, - CMU FOUIIM, WOODEN AND CONCRETE STEPS AND DECKS. CONTRACTOR SHALL REMOVE CONCRETE FOOTINGS. Playground Equip, REMOVE BY OWNER FF= 6 34.2 1, IS H 0 0 L (100 1-- *Cedar IHolly C) IRS x is X x x '5 7" W _��Woven Wire Fen N 38 &15 Ce Io, STONEWALL DISTRICT RUR4TAN CLUB, Ih1C. D8, 361 PG. 181 P.I.N. 44-A-81 USL: FAiRGROUNDS ZONING: RA-.-, 42741SP11 f 960712,1016 E3FH*f3FH e D D f D8. 425 PG. 712 P.Ii.N, 44A-1-2 6`2 6 - Elec, USE: RESIDENTIAL ZONING: RA le. 7Line, Elec., Phone 1-1,0SPruce & T, V. Cable 44 Gravel- Driveway CN CONTRACTOR SHALL VE EXISTING SIGN Elec. /L ine NTRACTOR SHALL REMOVE Elec., Tele. DAVID HE RICK Brick Signer 9y-00p, 0 T. V. Cable Lines DB. 405 PG. 122 ii n it ct~ P.I.N. 44A-1-3 OWNER OR OWNER SHALL 0 USE: RESIDENTIAL REMOVE EXISTING ELECTRIC LINE ZONING: RA Iry AND ELECTRIC POLE COMPLETELY. ,ZCC'nc, 51dewalk SHALL REMOVE EX6TING ABANDONED UTILITY POLE (Grass AI Abandoned Gravel DrivewayUtility Pole (J� Spruce Fire Hydrant /� LC) CONTRACTOR SHALL SAW CUT EXISTING PAVEMENT Gravel Driveway 4- LLJ JAMES STONEBREAKE D6. 444 PG. 691 0 6" oak ac I.N. 44A-1-4 USE: RESIDENTIAL ZONING: RA ij tin t.1 TY OWNER S REL(rATE POLE Lj TV. Cable Lin QCSTING POWERSLINE Gravel Driveway AND POLES FROM THE TRMI TO THE Playground Equip. ,AEMOVE BY Plo,yground Equ'ip, ROWNBY ov E_By___ Playground BIER Equip, IcYground BY Equip. LOLITA KIYERS DB. 52/ PG. 428 - Cont. P.I.N. 44A-1-5 Headwall USE: RESIDENTIAL In v. = 622.08 1I ZONING: RA 15)) CII!, 2 V 521.,31 Lli n CONTRACTOR SHALL REMOVE n EXISTING ETE HEADWALL " LO M 'CLEMENT NEG7LEY U-) DB. 817 PG, 357 ti 11 I.N. 44A-1-6 USE: RESIDENTIAL tv ZONING: RA ifs [Gravel Driveway Elec., Tele. TV (Cable Lines REMOVE My FENCE TO PROP ORN ANTONIA O'CONNELL D8. 569 PC. 695 P.I.N. 44A-1-7 USE: RESIDENTIAL ZONING: RA School Steed Limit sign 30 30 60 90 SCALE IN FEET o.II C) /-7 BRYANT H. ALTIZEr>, No.25734 ks'tv ANDERSON Engineers Blacksburg, VA AND Surveyors Greensboro, NC Richmond, VA ASSOCIATES, Inc. Planners Tri-Cittles, TN 4M z < 12 12 M1 0 1 1*1 0 z W 91 0 .M11 I W'.4 z z iA 0. A1 z on 00 04 z < z LLJ f 0'3 1 x a_ < LLJ V) 0 0 � LLJ Lli W_ Ll- z ICY) x L0 < C) co I M ce © CL a_ .0 10 IL < __j 1 0 n 00 00 L:�i .Li x LIJ C1 Al L 3' 3' ' 4 ED [E4' 4' 4' 19, 4' 3' 1' 3' 1 3' 1 3' 2' 12' N 7GOAL ABOVE (TYP) a 0 8" WIDE LINE 18, 9' 2" WIDE LINES SriI I 2" WIDE LINES 1 10' 5' 5' 10' 4" " 50' ASPHALT BASKETBALL COURT MARKING PLAN C2 C2 NO SCALE 2 SIDEWALK FLARE DETAIL c2[C2 NO SCALE �3" MAX SEEDED TOPSOIL 8" VDOT NO 21-A AGGREGATE COMPACTED TO 85% STANDARD PROCTOR COMPACTED SUBGRADE 3 FIRE LANE TYPICAL SECTION c2 C2 NO SCALE 2" VDOT. STD SM-2A 6" VDOT NO 21-A AGGREGATE COMPACTED SUBGRADE PARKING & PAVED PLAY AREA TYPICAL SECTION NO SCALE 1.5" VDOT STD SM-2A 3" VDOT STD 8-2 8" VDOT NO 21-A AGGREGATE COMPACTED SUBGRADE NO SCALE NOTES: 1. ALL DIMENSIONS SHOWN ARE TO MEASURED TO THE FACE OF THE CURB WHERE APPLICABLE. 2. ALL CURB RADII ARE 5' UNLESS SHOWN OTHERWISE. 3. THE WIDTH OF ALL SIDEWALKS SHALL BE 5' UNLESS SHOWN OTHERWISE. 4. ALL EXTERIOR CONCRETE PADS SHALL BE 4" THICK PLACED ON A 4" LAYER OF VDOT 21-A AGGREGATE, REINFORCED WITH 6x6,-W1.4xW1.4 WWF OR FIBERMESH. SIDEWALKS SHALL BE 4" THICK PLACED ON A 4" LAYER OF VDOT 21-A AGGREGATE. 1 5. ONCRETE LOADING DOCK, DUMPSTER PAD, FUELING STATION PAD, AND EQUIPMENT PAD SHALL CONSIST OF 6" OF 4000 PSI CONCRETE REINFORCED WITH #5 ® 12 EW AND PLACED ON 6" LAYER OF VDOT 21-A AGGREGATE. 6. PROVIDE ONE HANDICAP PARKING SIGN AT EACH HANDICAP PARKING SPACE SHOWN. PROVIDE ONE ADDITIONAL SIGN IDENTIFYING VAN ACCESSIBLE SPACE. SIGNS SHALL BE METAL MOUNTED ON 4"x4" PRESSURE TREATED POSTS, BOTTOM OF SIGN TO BE 4' ABOVE GROUND ELEVATION. LETTERS ON SIGNS SHALL HAVE A WIDTH -TO -HEIGHT RATIO BETWEEN 15 AND 1.1, AND A STROKE -WIDTH -TO-HEIGHT RATIO BETWEEN 1:5 AND 1:10. LETTERS TO CONTRAST WITH BACKGROUND (BLUE LETTERS ON A WHITE BACKGROUND OR WHITE LETTERS ON A BLUE BACKGROUND). 7. SIGNS SHALL BE AS DESCRIBED IN SPECIFICATIONS SECTION 10436. EXACT LOCATION TO BE DETERMINED IN THE FIELD. COORDINATE WITH OWNER'S REPRESENTATIVE. JACK K. WAMPLER, SR. I DB. 690 PG. 228 P.I.N. 33-A-164D USE: VACANT ZONING: RA Q 0 01611 IRS C I 1 1 75' I O L0 I 1 i I C2 C2 L Z 20' I � I I I PROPOSED I BASEBALL/SOFTBALL i FIELD I 1 i o EAFA IIIIIIIIIIIIIII� 629. 85.0 R407 STONEWALL DISTRICT RURITAN CLUB, INC. DB. 361 PG. 181 36' TAPE P.I.N. 44-A-81 USE: FAIRGROUNDS ZONING: RA WILLIAM S. FREY DB. 537 PG. 591 P.I.N. 44-A-97 USE: VACANT ZONING: RA 60' RIGHT-OF-WAY ROY LONDON, III DB. 404 PG. 487 P.I.N. 44A-1-1 USE: RESIDENTIAL ZONING: RA BILLY SNAPP DB. 425 PG. 712 P.I.N. 44A-1 -2 USE: RESIDENTIAL ZONING: RA DAVID HEDRICK U) DB. 405 PG. 122 w P.I.N. 44A-1 -3 rz USE: RESIDENTIAL U ZONING: RA 2 Q W JAMES STONEBREAKER Z DB. 444 PG. 691 P.I.N. 44A-1 -4 O USE: RESIDENTIAL ZONING: RA LOLITA MYERS DB. 527 PG. 428 P.I.N. 44A- 1 -5 USE: RESIDENTIAL ZONING: RA CLEMENT NEGLEY DB. 817 PG. 357 P.I.N. 44A-1 -5 USE: RESIDENTIAL ZONING: RA 2 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. 9. CONTRACTOR SHALL ENSURE ADEQUATE DRAINAGE IS ACHIEVED AND MAINTAINED ON THE SITE DURING AND AT THE END OF CONSTRUCTION. 10. ALL WATER AND SEWER LINES WITHIN THE EXISTING OR PROPOSED VDOT RIGHT OF WAY ARE TO HAVE MINIMUM 36" COVER AND, WHEN POSSIBLE, TO BE INSTALLED UNDER ROADWAY DRAINAGE FACILITIES. 11. ANY UNUSUAL SUBSURFACE CONDITIONS ENCOUNTERED DURING THE COURSE OF CONSTRUCTION SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE ENGINEER AND VDOT. WORK SHALL CEASE IN THAT VICINITY UNTIL AN ADEQUATE DESIGN CAN BE DETERMINED BY THE ENGINEER AND APPROVED BY VDOT. 12. ALL UNDERCUT AREAS AND BORROW MATERIALS SHALL BE INSPECTED AND APPROVED BY VDOT INSPECTOR PRIOR TO PLACEMENT OF FILL. 13, ALL ROADWAY FILL, BASE, SUBSURFACE MATERIAL AND BACKFILL OF UTILITY/STORM SEWER TRENCHES SHALL BE COMPACTED IN 6" LIFTS TO 95% OF THEORETICAL MAXIMUM DENSITY AS DETERMINED BY AASHTO T-99 METHOD A, WITHIN PLUS OR MINUS 2% OF OPTIMUM MOISTURE FOR THE FULL WIDTH OF ANY DEDICATED STREET RIGHT OF WAY. AT THE DIRECTION OF VDOT INSPECTOR DENSITY TESTS PERFORMED BY A QUALIFIED INDEPENDENT AGENCY SHALL BE CONSTRUCTED AS REQUIRED IN THE VDOT ROAD AND BRIDGE SPECIFICATIONS. A COPY OF ALL TESTS SHALL BE SUBMITTED TO VDOT PRIOR TO FINAL VDOT APPROVAL. 14. IF REQUIRED BY THE LOCAL VDOT RESIDENCY OFFICE, COPIES OF ALL INVOICES FOR MATERIALS WITHIN ANY DEDICATED STREET RIGHT-OF-WAY MUST BE PROVIDED TO THE VDOT INSPECTOR PRIOR TO THE ACCEPTANCE OF WORK. UNIT AND TOTAL PRICES MAY BE OBSCURED, FINAL SITE PLAN �iP ED ATEz��4� ANTONIA O'CONNELL 30 15 0 30 60 90 BRYANT H. ALTIZER 9 DB. 569 PG. 695 P.I.N. 44A-1 -7 No. 25734 USE: RESIDENTIAL ZONING: RA SCALE IN FEET o� $hsjoll w4 �SSI�NAL E�Gti FAOR AN DERSON Engineers B1a s�,lg, VA AND S W rveyors DreersboroV NC N w I m to {'m z �n z D V Z Lr U o Q O a a- a z Z alf Q I M W o W � U w 0 0 z w o W n z Y O Ckf �— w w C z Ln x L0 ¢ o m i mm o � o � a F7A;P 040 2 :k Al k� 3" SCREENED VENT rag VEN INSTALL NEW CONC. TOP (SEE DETAIL BELOW) r~- NOTES: 1. DRAINFIELD INSTALLATION NOTES: A. THREE INSPECTIONS BY THE VIRGINIA DEPARTMENT OF HEALTH (VDH) ARE REQUIRED. EACH INSPECTION SHALL PASS PRIOR TO BEGINNING THE NEXT CONSTRUCTION SEQUENCE. B. FIRST INSPECTION: PIPE INSPECTION - PRIOR TO INSTALLATION, THE VDH SHALL INSPECT THE DRAINFIELD PIPE. C. SECOND INSPECTION: INSTALLATION - DURING INSTALLATION OF THE PIPE AND BEDDING, ONE INSPECTION BY VDH IS REQUIRED. D. THIRD INSPECTION: PRIOR TO BACKFILLING THE TRENCH WITH SOIL, THE VDH SHALL THE SYSTEM BALANCING. E. CONTRACTOR SHALL SUPPLY DRAINLINE RISERS AND STYROFOAM RODS FOR BALANCING DRAINFIELD. 2. CONTRACTOR SHALL REMOVE ALL EXISTING METAL PIPING FROM THE SEPTIC TANK A' : WET WELL. CONTRACTOR SHALL PLUG ALL HOLES AND INSTALL NEW PVC TEE BETWEEN SEPTIC TANK AND WET WELL. ONCE NEW PUMPS AND PIPING ARE INSTALLED, CONTRACTOR SHALL TEST EXISTING. SEPTIC TANK AND WET WELL IN ACCORDANCE WITH TECHNICAL SPECIFICATIONS FOR TESTING SEPTIC TANKS. 3. CONCRETE ANCHORS WITH A 'T' DIMENSION OF 0.75' ARE REQUIRED AT ALL PIPE FITTINGS. 4. REFER TO PLUMBING SHETTS P2 AND P3 FOR COORDINATION AND CONTINUATION OF DRAIN LINES AT THE BUILDING. FCSA CONSTRUCTION NOTES: 1. WATER AND SEWER LINES ARE TO BE CONNECTED IN ACCORDANCE WITH THESE PLANS. THE LINES SHALL ADDITIONALLY MEET THE REQUIREMENTS OF THE FREDERICK COUNTY SANITATION AUTHORITY. .2. THE CONTRACTOR SHALL COORDINATE WITH AND ARRANGE FOR INSPECTION BY THE AUTHORITY. 3. A DOUBLE CHECK BACKFLOW PREVENTION ASSEMBLY IS TO BE INSTALLED ON ANY LINE (FIRE OR DOMESTIC) THAT GOES INTO THE BUILDING. THE ASSEMBLY IS TO MEET ASSE STANDARD NO. 1015 OR 1013. IF THE ASSEMBLY IS MOUNTED INSIDE THE BUILDING, A REMOTE READOUT IS REQUIRED. 4. THE SANITARY AUTHORITY MAINTENANCE DEPARTMENT IS RESPONSIBLE FOR THE INSTALLATION OF WATER METERS. BEFORE A PERMANENT METER IS SET, THEY REQUIRE; 6U_'.6 t I 1) THE FRAME AND COVER TO BE PROPERLY ALIGNED WITH ITS METER BOX AND YOLK I BAR; 2) THE FRAME AND COVER TO BE SET TO THE FINAL GRADE OF THE LOT; 3) i THE DISTANCE BETWEEN THE TOP OF THE COVER AND THE YOLK BAR BE BETWEEN I 18 AND 21 INCHES; AND 4) ALL COMPONENTS OF THE METER BOX ASSEMBLY BE { IN PROPER WORKING ORDER. IT IS THE DEVELOPER'S/CONTRACTOR'S RESPONSIBILITY I TO HAVE THE METER BOX ASSEMBLY INSTALLED CORRECTLY. � 1 r I STORM SEWER STRUCTURES 6'5 I ! IRS INV.OUT(15")=621.31 �4 VDOT STD DI-36 8> VDOT STD. MH-1 LENGTH=1$ TOP=629.0 < VDOT STD DI-7 TOP=626.3 INVAN(BOTH=625.10 r TYPE B GRATE INVAN(12")A 623.5 INV.OUT(15"=625.00 ' TOP=625.5 INV.OUT(15 )=623.4 INV. IN=622.50 5 15 HDPE END -SECTION O VDOT STD. MH-1 INV. OUT= 6 22.40 " TOP=6 29.4 �'��'` O INV.OUT=623.0 INVAN 12" =627.2 O2 VDOT STD DI-3C INV.OUT(15")=627.1 LENGTH=12' VDOT STD DI- 36 TOP=626.7 LENGTH=18' A&A STD. DlY1 TOP=627.3 Y' INV.IN(BOTH)=623.0 fNV.iN 12")=623.5 TOP=625.5 fNV.OUT(15")=622.9 INV.oUT(15")=623.3 INV.OUT(12")=624.0 ; = < VDOT STD DI-3C 1� A&A STD. DIY1 LENGTH=12' < 15" HDPE END -SECTION TOP=625.5 'r TOP=627.3 INV.OUT=624.00 INV.OUT(12")=624.0 INV.OUT(15")=624.5 r< rL 1 ' 1 r '2V o 6- I I TO DOSIN( INV.=624.53- SEPTIC TANK & PUMP STA110N LAYOUT NO SCALE '.=624.90 '.=624.77 _F 4" PVC '.=624.65 8 C3 C4 1500 GAL. SEPTIC TANK 5. 5'xl 0' TYPICAL n ' BASKETS SIDEWALI FIRE LAIC .; CHANGE[ Q 0 r -� 0.0 Q I 1 30 1 r f- W ' b���- 84 i s*'L U Oak r >; BENCHMARK Three nails i 30" oak T W „ L Ele 30.5 v. = 633 o' 1 � 1 _. � 1 r t 1 1 ' r r � F r J r r ' r I � r i r x31.8 r r � ' ! TYPICAL . I 31.8 Or f ... I t 1 n 9J - x _ x =, x Woven . Wire Fence N 38'15'57" W NEW 10" CONCRETE -� SLAB TOP (SEE DETAILS BELOW) NEMA4JBOX EXISTING CONC. WET WELL MANHOLE STEPS 16" O.C. 7 C3 C4 LAG PUMP ON ELEV.=622.40 4" ALARM FLOAT SWITCH ELEV.=622.10 LEAD PUMP ON ELEV.=621.80 PUMP OFF El EV.=619.00 62;',gACK K. WAMPL'r DB. 690 PG. 228 P.I.N. 33-A-164D STONEWALL DISTRICT RURITAN CLUB, INC. DB. 361 PG. 181 P.I.N. 44-A-81 USE: FAIRGROUNDS " ZONING: RA INVERTED FRAME & COVER 1 (� C3 C4 LOCKING HASP FOR PADLOCK - _____...._...._._.._.....__._.___ .._......._-........ LI F G CHAIN GUIDE RAILS - 1-1 /2" STD. GALV. PIPE - 4.iO» i GROUT AROUND ALLI FORCE MAIN PIPE CONNECTIONS SEWAGE CUTTER RUMP SECTION A -A STO At {L-1 E A. EA f 501x36 I j I Ho 3.0 H= .0 W= .0` STORAGE AREA 50'x26` L=11' Ho=3.0' H=4.0' D1=3.O' ' W= 3.0' SEALED MERCURY 2' FLOAT SWITCHES 2 RINGS BUTYL RUBBER 2'-0" MH I ROPE CAULK OPENING 30" A E MIN. STANDARD FLAT- 7 TOP MH W/STEPS ® 16" C3 - C4 0. C. EXISTING 4" INFLUENT FROM SEPTIC TANK BRICK & MORTAR -- - - -- OPENING F-:b ALUMR RELOCATED 4"� BOLT - I COVER INFLUENT FROM SEPTIC TANK Qo--- L pk - 8"x4"x16" SOLID EXISTING WET WELL WALL CONC. MASONRY UNIT ON END CONTROL WIRING IN U.G. 1" C. TO 6" VDOT #21-A CONTROL PANEL IN STONE SCHOOL BUILDING WILLIAM S. FREY DB. 537 PG. 591 P.I.N. 44-A-97 USE: VACANT ZONING: RA -1ec., Tele. V. Cable Lines 21.80 60' RIGHT-OF-WAY ROY LONDON, III DB. 404 PG. 487 P.I.N. 44A-1-1 USE: RESIDENTIAL ZONING: RA Gravel Driveway 01 --- IZ� Gravel Driveway 2" GATE VALVE 2"x2" TEE A -TO DOSING SIPHON 2'-0" 0 MH OPENING PLAN VIEW EAST SIDE PUMP STATION C7 (3)-#5x4'0" 8'-4" (SQ) EACH SIDE PLACE 3RD) /5\ 8" 2, 1, 4, I 8" $" 1 s" 2'- O" (18)-#504 I O� I OAP i (PLACE SECOND) i 2'-0" 1 i6 BILLY SNAPP DB. 425 PG. 712 P.I.N. 44A-1-2 USE: RESIDENTIAL ZONING: RA (9)-#5®6 (PLACE FIRST) (5)-#5� (5)-#502 (PLACE FIRST) (PLACE FIRST) C--� PLAN - SLAB BOT REINF 8'-4" (SQ) 8" I 8" (TYP) -- - -- EACH SIDE 0" (3)-#5 x 2-3' (3)-#5x3'-6" (3)-#5x6'-0"-j' PLAN - SLAB TOP REINF � 10" 3 -#5 DIAG 2" MIN 2" 1 1 /2" CL (TYP) 1" EXIST CONC. WALL REMOVE TOP 10" AND NOTCH OUTSIDE EDGE AS SHOWN ALL WAY AROUND �• • 10" (TYP) SECTION C-C Ln Elec., Te/e. DAVID HEDRICK LvLj T. v. Cable Lines DB. 405 PG. 122 r P.I.N. 44A-1-3 � ' EXISTING ENH CE FLOW PUMP STATION USE: RESIDENTIAL ZONING: RA U C3 C3 NO SCALE F N OTE: 1. THE EROSION & SEDIMENT CONTROL NARRATIVE SHALL BE CONSIDERED - - - APART OF THIS PLAN. � Gravel Driveway r GENERAL EROSION AND SEDIMENT CONTROL NOTES Fire Hydrant ES-1: UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL -- -- -- -' EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CONSTRUCTED AND L AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS - - - OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND Gravel Driveway ' VIRGINIA REGULATIONS VR 625-02-00 EROSION AND SEDIMENT - - - -' CONTROL REGULATIONS. ES-2: THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO THE PRECONSTRUCTION CONFERENCE, ONE WEEK PRIOR TO THE W COMMENCEMENT OF LAND DISTURBING ACTIVITY, AND ONE WEEK PRIOR JAMES STONEBREAKER TO THE FINAL INSPECTION, DB. 444 -1G. 4 P.I.N. 44A-1-4 ES-3: ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED USE: RESIDENTIAL PRIOR TO OR AS THE FIRST STEP IN CLEARING. ZONING: RA ES-4: A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON THE SITE AT ALL TIMES. ES-5: PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE PLANS (INCLUDING, BUT NOT LIMITED TO, OFF -SITE BORROW OR WASTE AREAS), THE CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FOR REVIEW --- -- -- -- AND APPROVAL BY THE PLAN APPROVING AUTHORITY. Grovel Driveway ES-6: THE CONTRACTOR IS RESPONSIBLE FOR THE INSTALLATION OF ANY ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT VDOT STD. CLASS ! DRY RIPRAP EROSION AND SEDIMENTATION AS DETERMINED BY THE PLAN APPROVING INSTALL IN ACCORDANCE WITH VDOT AUTHORITY. STD. EC-1 SECTION B-B. LOLITA MYERS ES-7ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL DB. 527 PG. 428 MEASURES AT ALL TIMES DURING LAND DISTURBING ACTIVITIES AND P.I.N. 44A-1-5 DURING SITE DEVELOPMENT UNTIL FINAL STABILIZATION IS ACHIEVED. USE: RESIDENTIAL ZONING: RA ES-8: DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED FILTERING DEVICE, 3 ES-9: THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND AFTER EACH RUNOFF -PRODUCING RAINFALL EVENT. ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MADE - - - -E-*4s-ram 4-5 - - - IMMEDIATELY. EROSION CONTROL SYMBOL LEGEND REMOVE EXISTING CONCRETE HEADWALL INSTALL 21.3 LF 15" CMP 0 1.50% CE TEMPORARY CONSTRUCTION ENTRANCE SF SILT FENCE CLEMENT NEGLEY DB. 817 PG. 357 CIP CULVERT INLET PROTECTION SR SURFACE ROUGHENING P.I.N. 44A-1-6 USE: RESIDENTIAL ZONING: RA DIVERSION DIKE ST TEMPORARY SEDIMENT TRAP Gravel Driveway (JP)INLET PROTECTION TO TOPSOILING r-Elec., Tele. OP OUTLET PROTECTION TS TOPSOIL STOCKPILE T. V. Cable Lines -- -- -- -- PERMANENT SEEDING ;IIVAL SITE PLAN 4PR,VED Oo"SALTH oFGr� ATE 1� Z_I .,� ANTONIA O'CONNELL 3Q 5 0 .30 60 90 BRYANT H. ALTIZER DB, 569 PG. 695 P.I.N. 44A�-1-7 No. 25734 USE: RESIDENTIAL SCALE IN FEET � ZONING: RA L c /of 719pt- �SSIDNA _4V, School Speed Limit Sign ! 0) N C4 O C4 r-I m .o a aIP4 z z cc Q U U Q 8 ~ E Cr W_ x cc W CL a. xi d d� a..-1 aQ v� w u W a �CSz � I 04 a ci �H �-- Z Q > Q W � W o _J z W � U w � p Q >: �- Iw- z W n o z O �-- W 0 cr Z rn A Q U CD d Q > a_ m m o a- 'd 'd m +� , • 0. 'So Fq ad m A. z Q n W U D N z cc 0 0 cn rY z 4 6 W a. KOBMK 1 961003.1608 12741sp2 Y Tn REINFORCED STEEL ri O STANDARD MANHOLE PER SPEC. � FRAME AND COVER a cr m �C4C4(NOT INCLUDED) *MZ �-7 z �_ 24" I.D. M `r KM Q jj m ! �- 48" DIA. ----'i - 58" DIA. - 5" j(TYP. ) SEAL UNDER CASTING AND ALL JOINTS WITH BUTYL RUBBER ROPE SEALER, AASHTO M-198 STEPS SHALL HAVE CONTINUOUS ALIGNMENT BETWEEN SECTIONS SLEEVE OR GASKET BENCH FROM CROWN OF PIPE TO WALL 0 2"-4"/FT. SLOPE 2500# CONCRETE 10 NOTE: MATERIALS AND FABRICATION IN ACCORDANCE WITH ASTM C478. CONE SHALL BE OF THE ECCENTRIC TYPE. 8" MIN. THICK BED CONNECT PIPE TO SECTION WITH APPROVED FLEXIBLE OF CRUSHED STONE WATER -TIGHT SLEEVE OR GASKET (INTERPACE OR EQUAL). VDOT #25 OR #26 THE FLEXIBLE WATER -TIGHT SLEEVE OR GASKET SHALL BE INSTALLED PER THE MANUFACTURER'S RECOMMENDATIONS. SANRARY (ECCENTRIC WITH MONOLITHIC BASE MH-1 r6" SANITARY SEWER MANHOLE c3 C4 NO SCALE 11/16" 1" 1 " 8 3/4" �• ti 1o• 5/8" . • A 1. 1 1 4" A_-0j - F 12" --.� } 1 1/4- 1 /2» 1/4" 1/8" 1 /4r f' = ELEVATION IN STEPS SHALL BE POURED INTEGRALLY WITH THE MANHOLE SECTION AND NOT MORTARED OR GROUTED LATER 2'" CHECK VALVE ACCESS HATCH 2"x2" TEE 1 1 /4"x2" REDUCER A TO DOSING SIPHON 7" -- 5/8" 1' 1 3/80 3/4" 1 /40 SIDE N POLYPROPYLENE STIC: SOLD OUTER R.ELL •POROUS MASS CS ' NO. 3 DEFORMED SECTION STEEL RODS A A POLYPROPYLENE PLASTIC - GRADE 10-1014 "AASUN CORP." STEEL REINFORCING BAR - CONFORMS TO A.S.T.M. STD A-615 7 MANHOLE STEP c4 c4 NO SCALE CONTROL WIRING IN U. G. 1 " C. TO CONTROL PANEL IN SCHOOL BUILDING SEALED MERCURY FLOAT SWITCHES A _j INFLUENT FROM SEPTIC TANK � I I 2'-0" MH OPENING--' MANHOLE 4' 0 FIBERGLASS 11/4" SCH. 40 GALV. 2" GATE VALVE- I STEEL DISCHARGE PIPE HYDRAULICALLY SEALED DISCHARGE FLANGE PLAN VIEW PUMP STATION NEMA 4 JUNCTION BOX LOCKING HASP 1 AND U.G. CONDUIT TO FOR PADLOCK PUMP STARTERS IN 3" SCREENED C4 C4 SCHOOL BUILDING f _ VENT 1/4- S.S. BOLTS } " (6 REQ'D) 4 -0 TOP = 629.8 LIFTING CHAIN 10-1 /4" 2 RINGS BUTYL RUBBER ROPE CAULK I NEMA 4 J BOX 30" 4'- On STANDARD FLAT -TOP MM MIN. WITH STEPS ® 16" O.C. I GUIDE RAILS 1-1/2" STD. GALV. PIPE Gov o ooa% �0�17o�Qc�Oo�O1oO° c 4" 8"x4"x16" SOLID CONCRETE MASONRY GROUT AROUND ALL UNIT ON END FORCE MAIN PIPE CONNECTIONS 6" VDOT 21-A STONE SEWAGE CUTTER PUMP HOPPER BOTTOM 1 4 O _T � n f BOTTOM = 619.00 4 1 1 Go e- a e SECTION A - A_ 2'-6" 12" 18" +� ELEV. 622.93 LAG PUMP ON & INV. IN ELEV. 622.63 ALARM ELEV. 622.40 LEAD PUMP ON ELEV, 619.70 STANDARD KNOCKOUTS l` JJ ACCESS HATCH I I-- --- 18" X 18" MI ---- --. I OPENING i -- --- - - STD. PRECAST SEPTIC TANK I L_ I HATCHES &SS PIPE STUBS -------- FOR FIELD f INSTALLATION OF INSPECTION PORTS. (BELOW GROUND) SEE DETAIL CO-B & CO-T FOR ALTERNATIVE SURFACE 6" THREADED ? 8w0 I TREATMENT OF INSPECTION COUPLING CONC. APRON PORTS. & PLUG I-- 15'� /� S CH On MIEN,112"-1LE 80 TYP. I FERNCO PVCPTH P PEA CONCRETE - i - MANHOLE } ADAPTER HATCH � SIMILAR) (NOTE E 1) 8"TYP. {NOTE 2) scum.. FILL �PE 1 8. Typ. 0.35XDEPTH ALL JOINTS WITH NEAT PORTLAND CLEANOUT UPSTREAM pp CEMENT & APPLY I 12" INLET & OUTLET TES TO P MASTIC SEALER BE P.V.C. TO MATCH PIPE ' S.D.R. SHOWN OR 4" MIN. BUTYL ROPE PRECAST CAULK CONTINU- REINFORCED I _ ( OUS AROUND CONCRETE PERIMETER SLUDGE i (AASHTO M-198) > - � o 0 0 0 0 6" salvo OR �Ppo YOU V#26DOTSTONE R U 0 0 NOTES: SECTIO 1. STD, 6" PVC SCH. 40 PIPE STUB CAST INTO HATCH LID FLUSH WITH LID BOTTOM, 2. SET INLET INVERT 1.5"t0.5" ABOVE OUTLET INVERT. 3. LENGTH (L) TO UQUID DEPTH (D) TO WIDTH (W) RATIO I SHALL BE 2:1:1 S L:D:W & 3:1:1, SEPTIC TANK '-! 8 SEPTIC TANK c3 C4 NO SCALE GROUT AROUND PIPE AT CONNECTION W/30" RCP NEENAH R-4040 LIGHT DUTY GRATE 30" DIA. RCP, } BELL END UP 1 ; + _ BENCH FROM CROWN ` OF PIPE TO WALL • 3"/FT. SLOPE 601..'ter 12 i. 2500# CONCRETE �+ �0 C Go acckj0 Oc0 Co VDOT NO. 26 STONE -�SEC TIO STANDARD YARD INLET Y. -fi .� - 1•,. ,.. .. e. � .'1v� a , > _,r $ .. „ .. ,: .. •'•. ,. .. .. x mac oourrrr sArxrAna+ AunH0RITr COMBINATION AIR RELEASE AND AIR VACUUM VALVE FIGURE 11 1 AIR RELEASE VALVE C3 C4 FREnERIac couNrr sMxrAnow AunaaRIrr CONCRETE nRusr eLoaaNc Flg1Rf 2 2 CONCRETE ANCHOR C3 C4 mac couHrr sArxrAna+ AUTHORITY FIRE HYDRANT ASSEMBLY FIGURE 9 5 FIRE HYDRANT C3 C4 i FREoERIac couHrr SANITATION AUTHORITY GATEVALVE FlOURE 8 i GATE VALVE C3 C4 1/4- 3/8 2 SLOTS I 3/4" x 1 1 /2» ❑ ❑ L- �- 3/4" ❑❑❑❑❑❑L_! SEWER ❑ ❑ ❑ V-7 5/8" TOP OF CdV£R V-9 3/4" » QOTTOM OF COVER �" 3/4" 1 -s 3/4 USE SOLID COVER AND 3/8" 1 1 /4»r3/4 1 1/2" CONCEALED LIFTING HOLE °.•�-�{ }�`-}�- 3/4" + WHEN TOP IS BURIED �l �� BELOW GRADE 3/4 1 3 " 3/4" 2„ T 3/8- 1/4 kl T SECTION A -A 1/4" NOTE: THE LETTERS "SEWER" SHALL BE CAST IN THE DEPRESSION IN TOP OF COVER 1 " WIDE AND RAISED 3/8" HIGH AS SHOWN PIAN MANHOLE FRAME AND COVER SHALL BE SIMILAR TO VDOT 1" 1'-10" STANDARD 106.02. VDOT I APPROVED DUCTILE IRON FRAME 7/8" 1'-8 1/4" --i AND COVER MAY BE SUBSTITUTED 3/4* APPROXIMATE WEIGHT 8" CAST IRON 3/4" FRAME: 239± 12 LBS. COVER: 137±7 LBS. -� 5" ---- 2'-0" --= 3/4" SEINER PROJECT SECTM B-UMBARD MAN FRAME do COMER 10 FRAME AND COVER C �C4 NO SCALE STL TROWEL FIN SEALED CONC N 6"0 SCH 40 } } STL PIPE W/ CONC FILL (PAINT) } } } f• } I - - to } SLOPE CONCRETE } } TOP } a i i COMPRESSIBLE } } JOINT FILLER } } i z a I 3/4"0 WELDED KEY _ _. ... ; ,.... _._. _. f_" N p I - j U L- -J KEY i CONC i I } t U kf"v ninrvva RGW v rvn 33 3/4' DEFLECTION) LM 18" SQUARE PAD VDOT TYPE A3 CONCRETE - GRADE SURFACE AWAY FROM CLEANOUT 18" �'-- 24"-1-J CLEANOUT ADAPTER & THREADED PLUG r a ' SET HEIGHT AS REQUIRED -- 45' BEND COMPACTED VDOT NO. 10 STONE OR SAND TO SUPPORT RISER DIRECTION OF FLOW FOR BENDS LESS THAN 4V FITTINGS REQUIRED FOR EACH CLEANOUT 22 117 11 1/4' CLEANOUT 0 WYE 45' BEND BEND BEND ADAPT. STRAIGHT THRU 0 1 1 0 0 1 BEND 11 1/4 1 1 0 1 1 22 1/7 1 1 1 0 1 33 3/4' 1 1 1 1 1 45' 1 2 0 0 1 f 3 CLEANOUT c3[C4 N 0 SCALE r- CLEANOUT ADAPTER & I THREADED PLUG ROAD SHOULDER OR PAVEMENT 2" MIN. CLEARANCE } - NEENAH R-1916 OR EQUAL 5/8" ANCHOR BOLTS IF COVER IS IN ROAD SHOULDER 4 - FLASHING 6»:1 24" SQUARE- COMPACTED VDOT CLASS VDOT #26 STONE A3 CONC. PAD TO INVERT OF CLEANOUT 15# BUILDERS FELT CLEANOUT COVER - TRAFFIC BEARING (FOR USE WITH ALL CLEANOUTS IN PAVEMENT OR AS SPECIFIED ON PLANS) 4 CLEANOUT COVER C3[C4 NO SCALE OPERATION SEQUENCE 1, A RISE IN THE WATER LEVEL CLOSES THE LEAD 5. A CONTINUED DROP IN THE LEVEL OPENS THE LAG PUMP FLOAT SWITCH, STARTING THE LEAD PUMP. PUMP FLOAT SWITCH, THEN THE LEAD PUMP FLOAT 2. AN INCREASED WATER LEVEL CLOSES THE ALARM FLOAT SWITCH. THE PUMPS ARE KEPT OPERATING BY SWITCH. THE REMOTE ALARM LIGHT TURNS ON AND THE AUXILIARY CONTACTS M1X AND M2X ALARM RELAY CLOSES, CAUSING THE AUTOMATIC DIALER 6. A CONTINUED DROP IN THE LEVEL OPENS THE TO OPERATE. "ALL OFF" FLOAT SWITCH, SHUTTING OFF BOTH 3. A CONTINUED RISE IN WATER LEVEL CLOSES THE PUMPS. LAG PUMP FLOAT SWITCH, STARTING THE LAG PUMP. 7. AN ALTERNATOR AUTOMATICALLY SWITCHES LEAD 4. AS THE LEVEL DROPS, THE ALARM FLOAT SWITCH AND LAG PUMPS ON SUCCESSIVE PUMP CYCLES. OPENS AND SHUTS OFF THE ALARM LIGHT. U.G. 2" CONDUIT TO SCHOOL BLDG� \\\n I I ITT I � WEST SIDE PUMP STATION EAST SIDE PUMP STATION o- f PUMP STARTERS j 2 HP PUMP 1 U \1aA E---o-� 2 HP RUMP I 2 0) 15A HANDAUTO TDt PF1 PUMP NO.1 FAILED Mix i A PUMP NO.1 RUN } mix ELAPSED TIME PUMP NO.1 � 1 OL1 cA CONTACTOR -PUMP N0.1 FLOAT LAG PUMP ON HTR1 PRs PUMP NO.1 RUN ALTERNATOR FLOAT FLOAT 1O2 PR2 PUMP N0.2 FAILED ALL PUMPS OFF LEAD PUMP ON CRA M2X A - PUMP NO.2 RUN 2ELAPSED TIME PUMP NO.2 M2x GL2 M2 CONTACTOR -PUMP NO.2 HTR2 HAWOrF PR2 PUMP NO.2 RUN HTM 0 HT R; HIGH TEMP. RESET PUMP NO.1 RESET HTR1 i HTR2 Rz HIGH TEMP. RESET PUMP NO.2 RESET IHTR2 FLAT S'1NTCH PUMP CONTROL PANEL DIAGRAM NOTES: 1. SAFETY DISCONNECTS, PUMP STARTERS, PUMP CONTROLS, AND CONTROL TRANSFORMERS, TO BE PROVIDED BY PUMP MANUFACTURER IN ONE NEMA 1 ENCLOSURE FOR EACH PUMP STATION. 2, ALL CONTROL WIRING FROM PUMPS TO PUMP CONTROL PANEL SHALL BE RUN UNDERGROUND IN A 1" DIA. CONDUIT. 3. ALL UNDERGROUND CONDUIT RUNS SHALL MEET MINIMUM COVER REQUIREMENTS PER NFPA 70. 4. BONDING AND GROUNDING WIRING IS NOT SHOWN ON DRAWINGS, BUT SHALL BE PROVIDED AND INSTALLED PER NFPA 70. 0� 12 PUMP CONTROL PANEL DIAGRAM C4 C4 NO SCALE THOMAS G. PUL N II -� o����l01VAL �Ot � f � N4A.6X pfi �t BRYANT H. AU ZER v No. 25/734 2 N I I 0 f i U Z Z CZ Q U � n 1� zU z o�Al S or v v ww I Z p Q W ff W w d is w 0-�`'a Cr ix c j< 0 Q ry CD Q > Q L-J I W _i Z W F- ui --I O Icr_ LL Q F-- Iw- Z Y O - LL1 � r � V J � L` xCD °�' A Q 0 U 0 a m Q m > 0 a_ .. po 0 .. 11 WEST SIDE PUMP STATION C3 c4 NO SCALE KOBMK ; 961003.1608 i 12741sp2 13 YARD INLET C3 C4 NO SCALE 14 BOLLARD c2 c4 NO SCALE ANDERSON Engineers Blacksburg, VA AND Surveyors Greensboro, NC Richmond, VA ASSOCIATES, Inc. Planners Tri-Cities, TN C4 4 GREASE TRAP C3 C5 NOT TO SCALE e �+ 4'-6" 1'-6" j V-6" ----------- - - - - - - --� I I I I I 4 1 I o is I I f ! cv i I L- - - - - - - - - ---------J PLAN NOT TO SCALE 2'-0" MANHOLE r FRAME & COVERS PRECAST VAULT REINFORCED /1000 GAL. FOR H2O LOAD RATING RISERS GREASE TRAP �I TOGRADE 1 6" DI A. VENT -- 8" t0 I 4" THICK CONCRETE M BAFFLE WALL t m { fi. it-0" s 6„ cn 8"x30" FLOW PORT r SECTION C NOT TO SCALE C5 C5 DOSING SIPHON TANK 3" DISCHARGE PIPE INV.OUT=628.50 2" PVC RISER WITH GALV. SCREENED VENT CAP 2'-6" X 2'-6" ALUM. ACCESS HATCH \ TOP ELEV.=631.00 , . i . / L ^ 2 r -7 TOP FOUNDATION 2" INLET PIPE:'777��_ ELEV=630.00 FROM PUMP STATIONS INV.IN=630.00 PRECAST >: 6' MANHOLE T W/ FLAT TOP -tT � r- B C5 C5 DRILL 3/4" DRAIN HOLE AT BASE OF ELL 32" FREEBOARD ABOVE SAND l Ki \/17DTC'n r:_D A RA?: SECTION rD- 1/2 "=11_0" c5 C5 2 SURFACE SAND FILTERS C3 I C5/AS SHOWN PLAN 1/2 "= 1 ,00 1 DRILL 1 /4"ANGE TOP=628.20_ FLANGE TOP=628.20�� DRAIN HOLE ` I SIPHON TRAP GROUTED IN PLACE AND OVERFLOW PIPING INSTALLED AT SITE. TREAT EXISTING CONCRETE EDGES WITH CONCRETE BONDING AGENT. PVC OVERFLOW PIPE SHALL BE INSTALLED IN TEE WITHOUG SOLVENT CEMENT TO ALLOW REMOVAL FOR DRAINING SIPHON. 1t ` 8"X16" FOOTER WITH 2 �- 4" CONC. SLAB WITH NEOPRENE OR BIT. MAT #4 BARS CONTINUOUS 6 x 6- 8 x 8 WWF EXPANSION JOINT 0 (SLOPE 0 1"/FT TO WALLS TYPICAL UNDERDRAINS) SECTION A 1/2 "=1 /_0" C5 C5 EQUALIZATION BASIN RINGS BUTYL RUBBER 1PE CAULK 0 I r --CAST 4' J TOP MH � - 8" TO EQUALIZATION BASIN 10 COURSES 8" BLOCK & 4" - CAP BLOCK = 7'-0". PROVIDE HORIZONTAL REINFORCING EVERY OTHER COURSE. PROVIDE #6 REBAR GROUTED SOLID IN BLOCK 0 16" C-C. 14'-- 0" 'ENING A rl1UR/AULILrPNLLI JLt1LLlJ FLU" VRMlP4FfLLU PLAN DISCHARGE FLANGE 1/2 "=1 ' 0" 5 EQ BASIN PUMP CONTROL PANEL DIAGRAM c5 c5 AS SHOWN QPERATION SEQUENCE 1. THE 24-HOUR TIMER WITH ADJUSTABLE START AND STOP TIMES WILL LIMIT THE PUMP OPERATING TIMES TO PRE-SET PERIODS DURING THE DAY. 2. A RISE IN THE WATER LEVEL CLOSES THE LEAD PUMP FLOAT SWITCH, STARTING THE LEAD PUMP WHEN THE TIMER CONTACT IS CLOSED, 3. PUMP WILL CONTINUE TO RUN UNTIL TIMER CONTACT OPENS OR PUMP OFF SWITCH OPENS. 4. AN INCREASED WATER LEVEL CLOSES THE ALARM FLOAT SWITCH. THE REMOTE ALARM LIGHT TURNS ON AND THE ALARM RELAY CLOSES, CAUSING THE AUTOMATIC DIALER TO OPERATE. 5. A CONTINUED RISE IN WATER LEVEL CLOSES THE LAG PUMP FLOAT SWITCH, STARTING THE LAG PUMP WHEN THE TIMER CONTACT IS CLOSED. 6. AS THE LEVEL DROPS, THE ALARM FLOAT SWITCH OPENS AND SHUTS OFF THE ALARM LIGHT. 7. A CONTINUED DROP IN THE LEVEL OPENS THE LAG PUMP FLOAT SWITCH, THEN THE LEAD PUMP FLOAT SWITCH. THE PUMPS ARE KEPT OPERATING BY AUXILIARY CONTACTS M1 X AND M2X WHEN THE TIMER CONTACT IS CLOSED. 8. A CONTINUED DROP IN THE LEVEL OPENS THE "ALL OFF" FLOAT SWITCH, SHUTTING OFF BOTH PUMPS. 9. AN ALTERNATOR AUTOMATICALLY SWITCHES LEAD AND LAG PUMPS ON SUCCESSIVE PUMP CYCLES. _�F U.G. 2" CONDUIT TO SCHOOL BUILDING EQUALIZATION BASIN PUMP STATION PUMP STARTERS _ l 3 HP PIMP i 1 o l }t -_3OA o- 3 HP PUMP � � I 2 T1 TIMER 1sA HAND AUTO TD1 PFl PUMP NO.1 FAILED Mtx A PUMP NO.1 RUN mix ELAPSED TIME PUMP NO.1 at 1 --� M1 CONTACTOR -PUMP NO.1 CRA FLOAT LAG PUMP ON HTR1 PR7 PUMP NO.1 RUN fl '--i ORA ALTERNATOR FLOAT FLOAT ALL PUMPS OFF LEAD PUMP TD2 PR2 PUMP NO.2 FAILED ON CRA M2x A PUMP NO.2 RUN L--`--1 TM ELAPSED TIME PUMP NO.2 M2X OL2 ►� CONTACTOR -PUMP NO.2 HTR2 HAND AUTO OFF PR2 PUMP NO.2 RUN - ----� " ' Ri HIGH TEMP. RESET PUMP NO.1 RESET I HTR1 HTR2 HT R2 HIGH TEMP. RESET PUMP NO.2 RESET IHTR2 o--ALkW o---o ALARM l�J FLOAT SWITCH PUMP CONTROL PANEL DIAGRAM NOTES: ---- 1. SAFETY DISCONNECTS, PUMP STARTERS, AND PUMP CONTROLS TO BE PROVIDED BY PUMP MANUFACTURER IN ONE NEMA 1 j NLTH op r� ENCLOSURE FOR EACH PUMP STATION.a THOMAS G. 2. ALL CONTROL WIRING FROM PUMPS TO PUMP CONTROL PANEL SHALL BE RUN UNDERGROUND IN A 1" DIA. CONDUIT. 4 a PULLFN, 3, ALL UNDERGROUND CONDUIT RUNS SHALL MEET MINIMUM COVER REQUIREMENTS PER NFPA 70. ! /0 ,-7_ 4. BONDING AND GROUNDING WIRING IS NOT SHOWN ON DRAWINGS, BUT SHALL BE PROVIDED AND INSTALLED PER NFPA 70. No. 1792 "IO NAL E�'C'`C, F L71 . 3" VDOT NO. 8 STONE J 3" VDOT NO. 68 STONE - MIN. 3" VDOT NO. 3 STONE 3" P VC - 4" CONC. SLAB . (SLOPE ® 1 "/FT TO HEADER PIPE) 4" PERF. PVC SECTION B 1/2 71 = 1 1 - O?y 1�!� 4" SOLID PVC HEADER PIPE W (TO EQ. BASIN) o CALjL!(4 D. UPTO A C_ 4f 0 16376 �sSIONAL �ti Q Q W � I W o � z LW �- U W 0 O W x a. Q W >: Q W v z Y O W ry Ll- 0) z • U � A O U O v I M o CL CL A A v da BMK@6MK 1 961003.1729 1 12741-05 ANDERSON Engineers Blacksburg, VA AND Surveyors Greensboro, NC Richmond, VA ASSOCIATES, Inc. Planners Tri-Cities, TN