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HomeMy WebLinkAboutSDP200800009 Plan - Approved 2008-08-25ROCK BRANCH ROAD (RT 779) TAYLORS GAP ROAD (RT 710) U 0 TAYLORS GAP, ROAD (RT 710) 9 PlW STATM SITEI b VICINITY MAP SCALE: 1"=500' O OWNER: RIVANNA WATER do SEWER AUTHORITY 695 MOORES CREEK LANE CHARLOTTESVILLE, VA 22902 PHONE: 434 - 977 -2970 FAX: 434 - 979 -0698 CONTACT: JENNIFER WHITAKER AGENT: O'BRIEN do GERE 4435 WATERFRONT DRIVE SUITE 205 GLEN ALLEN, VA 23060 PHONE: 804 - 270 -3515 FAX: 804 - 270 -5808 CONTACT: ROBERT E. BELL, PE TAX MAP: 87 PARCEL NUMBER: 87 -25C1 MAGISTERIAL DISTRICT: SAMUEL MILLER DISTRICT COUNTY: ALBEMARLE COUNTY STATE: VIRGINIA USE: WELL HOUSE PUMP STATION ZONING: RA VARIANCES: N/A ZONING PROFFERS: N/A NOTE: ALL IMPROVEMENTS SHALL COMPLY WITH THE ALBEMARLE COUNTY SERVICE AUTHORITY'S GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS, APPROVED ON OCTOBER 5, 2007. IF THERE ARE ANY DISCREPANCIES BETWEEN THE PROJECT SPECIFICATIONS AND THE ALBEMARLE COUNTY SERVICE AUTHORITY'S GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS, THE ALBEMARLE COUNTY SERVICE AUTHORITY'S GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS SHALL GOVERN. SOURCE OF TOPOGRAPHY: FROM DEPARTMENT OF COMMUNITY DEVELOPMENT —GDS (YEAR 2000) AND FIELD RUN SURVEY SOURCE OF SURVEY: FIELD RUN SURVEY BY PRECISION MEASUREMENTS ON OCTOBER 2007 US GEOLOGICAL SURVEY DATUM: NAVD 88 do NAD 83 TOTAL SITE ACREAGE: 2.75 ACRES TOTAL DISTURBED AREA: 0.43 ACRES BUILDING AREA /N0. OF STORIES /HEIGHT: 204 SF /ONE STORY /14.6 FT FINAL SITE DEVELOPMENT PLANS RED HILL SCHOOL ROAD, TAYLORS GAP ROAD, AND MONACAN TRAIL ROAD (U.S. ROUTE 29) ALBEMARLE COUNTY SERVICE AUTHORITY CHARLOTTESVILLE, VA MAY 9 2008 APPROVALS SIGNATURE DATE DEPARTMENT OF COMMUNITY DEVELOPMENT PLANNER /ZONING KEY MAP fl 19 12,T - 16V ENGINEER WATER MAIN PLANINSPECTIONS MONACAN TRAIL ROAD (RT 29) WATER MAIN PLAN AND SITE PV of AR9 w . {QpiBY61 8 W'C70 DEPARTMENT OF FIRE RESCUE STATION HOUSEfD•2-I-08 ALBEMARLE COUNTY SERVICE AUTHORRY C -7 8 I Y.tOB VIRGINIA DEPARTMENT OF TRANSPORTATION OP.I ZCI1NNZi0 6(-vg/2$ID8 HEALTH DEPARTMENT L -1SCoQ' GLEN ALLEN 4435 WATERFRONT DRNE, SUITE 205 GLEN ALLEN, VA 23060 PHONE: 804- 270 -3515 o p v ROBERT E. BELL, JR. Lic. No. 037293 e4 § 6 'rpNL R IS A V40LAYM OF LAW FOR ANY PER9o11 UNLESS ACTING UNDER THE DI C 011 OF A LJCONED FMISSINAL ENODEE R 10 ALTO im DOCUMENT. INDEX TO DRAWINGS COVER COVER C -1 GENERAL NOTES AND LEGEND C -2 KEY MAP C -3 RED HILL SCHOOL ROAD (RT 760) do TAYLOR GAP ROAD (RT 7 WATER MAIN PLAN C -4 MONACAN TRAIL ROAD (RT 29) WATER MAIN PLAN AND SITE PV LAYOUT C -5 SITE PLAN LAYOUT AND GRADING PLAN FOR PROPOSED PUMPIN STATION HOUSE C -6 EROSION AND SEDIMENT CONTROL PLAN C -7 EROSION AND SEDIMENT CONTROL NOTES do DETAILS C -8 MISCELLANEOUS DETAILS C -9 MISCELLANEOUS DETAILS L -1 SITE PLAN LAYOUT do LANDSCAPE PLAN M -1 PROPOSED PUMPING STATION HOUSE PLAN AND SECTIONS M -2 EX. RED HILL ELEMENTARY SCHOOL WELL HOUSE, DEMOLITION AND MODIFICATION PLAN A -1 ABBREVIATIONS do GENERAL NOTES A -2 PLANS, SECTION & ELEVATIONS A -3 DETAILS do SCHEDULES S -1 GENERAL NOTES S -2 PLANS S -3 SECTIONS S -4 SECTIONS do DETAILS S -5 DETAILS E -1 SYMBOL LIST do SCHEDULES E -2 PLAN do ONE —LINE DIAGRAM E -3 DETAILS & MOTOR WIRING DIAGRAM 6643.41381.0000 2408 0 -Br*r. & Gm En7neem, tm. 1. ANY DAMAGE TO EXISTING UTILITIES CAUSED BY CONTRACTOR OR ITS SUBCONTRACTORS SHALL BE CONTRACTOR'S SOLE RESPONSIBILITY AND REPAIRED AT CONTRACTOR'S EXPENSE. 2. TIHE PROJECT BASE MAPPING WAS PREPARED USING THE ALBEMARLE COUNTY SERVICE AUTHORIIYS (SERVICE AUTHORM GIS DATABASE AND AUGMENTED WITH SURVEY DATA BY PRECISION MEASUREMENTS, INC. DATED OCTOBER 2001. UTILITIES DEPICTED ARE BASED ON LIMITED FIELD MARKINGS AND AS -BUILT DATA. THE CONTRACT DOCUMENTS DO NOT GUARANTEE THE EXISTENCE, NON - EXISTENCE OR LOCATION OF UTILITIES. CONTRACTOR SWILL VERIFY THE EXISTENCE AND LOCATION OR THE NON - EXISTENCE OF UTILITIES. AT LEAST 48 HOURS PRIOR TO ANY EXCAVATION OR CONISTRUCTION, CONTRACTOR SHALL NOTIFY THE FOLLOWING UTILITIES: 1. MISS UTILITY 1 -800- 552 -7001 2. COMCAST 1 -800- 266 -2278 3. AMERICAN ELECTRIC POWER 1 -434- 522 -4288 4. EMBARQ 1 -434- 971 -2654 5. MCI 1 -800- 289 -3427 CONTRACTOR SHALL ARRANGE IN A TIMELY MANNER, TO HAVE THE VARIOUS UTILITIES LOCATED, AND TO HAVE THEMREMOVEDORRELOCATED, OR TO DETERMINE THE METHOD OF PROTECTION ACCEPTABLE TO THE RESPECTIVE OWNER, IF THE METHOD OF PROTECTION IS NOT OTHERWISE SPECIFIED. CONTRACTOR SHALL CONDUCT ITS WORK IN THE VICINITY OF EXISTING UTILITIES IN ACCORDANCE WITH THE RESPECTIVE UTILITYS RULES AND REGULATIONS. ANY COST INCURRED FOR REMOVING, RELOCATING OR PROTECTING UTILITIES SHILL BE BORNE BY CONTRACTOR UNLESS INDICATED OTHERWISE. CONTRACTOR SHILL EXCAVATE TO LOCATE BURIED UTILITIES FAR ENOUGH IN ADVANCE OF ITS WORK TO ALLOW FOR HORIZONTAL AND /OR VERTICAL ADJUSTMENTS TO ITS WORK AND /OR THE UTILITIES. NO ADJUSTMENT IN COWENSATION OR SCHEDULE WILL BE ALLOWED FOR DELAYS RESULTING FROM CONTRACTOR'S FAILURE TO CONTACT AND COORDINATE WITH UTILITIES. 3. WHEN THE WORK CROSSES EXISTING UTILITIES, THE EXISTING UTILITIES SHALL BE ADEQUATELY SUPPORTED AND PROTECTED FROM DAMAGE DUE TO THE WORK. WHERE INDICATED, STORM DRAINS SHALL BE REPLACED PER VDOT REQUIREMENTS. ALL METHODS FOR SUPPORTING AND MAINTAINING THE EXISTING UTILITIES SHALL BE APPROVED BY THE RESPECTIVE UTILITY COMPANY AND /OR THE PUBLIC UTILITIES MANAGER. CONTRACTOR SHILL EXERCISE CARE TO INSURE THA IT THE GRADE AND AUGNMENT OF EXISTING UTILITIES ARE MAINTAINED AND THAT NO JOINTS OR CONNECTIONS ARE DISPLACED. BACKFILL SHALL BE CAREFULLY PLACED AND COMPACTED TO PREVENT FUTURE DAMAGE OR SETTLEMENT TO EXISTING UTILITIES. ANY UTILITIES REMOVED AS PART OF THE WORK, AND NOT INDICATED TO BE REMOVED OR AB*DONED, SHALL BE RESTORED USING MATERIALS AND INSTALLATION EQUAL TO THE UTILITY'S STANDARDS. 4. CONTRACTOR SHALL NOTIFY LANDOWNERS, TENANTS AND THE AUTHORITY PRIOR TO THE INTERRUPTION OF ANY SEWCES. SERVICE INTERRUPTIONS SHALL BE KEPT TO A MINIMUM. 5. CONTRACTOR SHALL COORDINATE WITH THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT) AS APPLICABLE TO LOCATE SIGNAL LOOP DETECTORS AND CONDUITS IN ORDER TO AVOID DAMAGE TO THEM. CONTRACTOR SHILL REIMBURSE THE CORRESPONDING OWNER FOR REPAIRING ANY DAMAGE TO SIGNAL LOOP DETECTORS AND CONDUITS CAUSED BY CONTRACTOR'S FAILURE TO SO COORDINATE. 6. SOME OVERHEAD CABLES HAVE NOT BEEN SHOWN ON THE DRAWINGS OR ARE SHOWN APPROXIMATELY. THE CONTRACTOR IS REQUIRED TO COMPLY WITH THE VIRGINIA OVERHEAD HIGH VOLTAGE LINE SAFETY ACT (SECTIONS 59.1 -406 THROUGH 59.1 -414, CODE OF VIRGINIA, 1950 AS AMENDED). THE CONTRACTOR IS REQUIRED TO VISIT THE SITE AND NOTE THE POSITION OF OVERHEAD CABLES AND OTHER FEATURES PRIOR TO SUBMITTING HIS BID. 7. PROFILES ARE NOT DEPICTED. WHERE PIPE DEFLECTION IS REQUIRED EITHER IN PROFILE OR FOR HORIZONTAL CHAWGES IN DIRECTION, CONTRACTOR SHALL LIMIT PIPE DEFLECTION TO BOX OF TIME MANUFACTURER'S ALLOWABLE VALVE FOR JOINT DEFLECTION. CONTRACTOR SHALL MAINTAIN 3 -FOOT MINMAUM COVER IN ALL AREAS. 8. JOINT RESTRAINT SHILL BE PROVIDED USING THRUST BLOCKS IN ACCORDANCE WITH THE SERVICE AUTHORITY'S STANDARD DETAILS. JOINT RESTRAINT SHALL BE PROVIDED AT ALL FITTINGS, ALL TERMINAL CONNECTIONS AND WHERESPCCIFICALLYDEPICTEDINTHEPLANSANDTIE -IN DETAILS. 9. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH VDH 12 VAC 5- 590 -1150, AS INCLUDED IN THE SPtCIFICATIONS. 10. WHERE PROPOSED MAINS ARE CONSTRUCTED BELOW SEWERS, CONTRACTOR SHALL NOTIFY ENGINEER AND SHALL CONSTRUCT REPLACEMENT SEWER OF AWWA APPROVED PIPE IN ACCORDANCE WITH VDH REGULATIONS. 11. ALL WATER MAIN CROSSINGS OF EXISTING SEWER MAINS SHALL INCLUDE A POURED IN PLACE CONCRETE CRADLE SUPPORT TO PREVENT SAGGING OF THE EX. SEWER. CRADLE SHALL BE POURED IN PLACE TO FULL EXTENT OF CROSSING. 12. UNLESS OTHERWISE INDICATED, ALL WATER MAINS SHALL BE DUCTILE IRON, THICKNESS CUSS 52 WITH CEMENT MORTAR LINING AND ASPHALTIC COATING INSIDE AND OUT. 13. ALL MATERIALS SHOWN TO BE DEMOLISHED AND /OR REMOVED AS PART OF THIS CONTRACT SHALL BE DISPOSED OF IN ACCORDANCE WITH ALL APPLICABLE LOCAL, STATE, AND FEDERAL REQUIREMENTS. FMION CONTROL do WORK AREA PROTECTION AND MAINTENANCE 1. UNLESS OTHERWISE INDICATED. ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE CONSTRUCTED AND MAINTAINED IN ACCORDANCE TO THE MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK. 2. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE FIRST STEP TO LAND DISTURBING ACTIVTTIES AND SHALL BE MADE FUNCTIONAL BEFORE UPSLOPE LAND DISTURBANCE TAKES PLACE. 3. CONTRACTOR SHALL PUCE ADDITIONAL SILT FENCE AROUND ALL SOIL AND GRAVEL STOCKPILES. 4. ALL DISTURBED AREAS ARE TO DRAIN TO SEDIMENT CONTROL MEASURE AT ALL TIMES DURING LAND DISTURBING ACtIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL STABILIZATION IS ACHIEVED. 5. DURING DEWATERING OPERATIONS, WATER SHALL BE PUMPED INTO AN APPROVED FILTERING DEVICE. EFFLUENT SHALL BE DISCHARGED IN A MANNER THAT DOES NOT ADVERSELY EFFECT FLOWING STREAMS OR OFF-SITE PROPERTIES. 6. CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND AFTER EACH RAINFALL EVENT. ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OR THE EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY, AT NO ADDITIONAL COST TO THE CONTRACT. 7. AT THE COMPLETION OF CONSTRUCTION, ALL SEDIMENT CONTROLS SHALL BE REMOVED AND ALL AREAS SHALL BE STABILIZED. 8. UNLESS OTHERWISE NOTED, UNDERGROUND UTILITY LINES SHALL BE INSTALLED IN ACCORDANCE WITH THE FOLLOWING STANDARDS IN ADDITION TO OTHER APPLICABLE CRITERIA: A. NO MORE THAN 300 LINEAR FEET OF TRENCH MAY BE OPENED AT ONE TIME. B. EXCAVATED MATERIAL SHALL BE PLACED ON THE UPHILL SIDE OF TRENCHES. C. RESTABIUZATION SHALL BE ACCOMPLISHED IN ACCORDANCE WITH THE CONTRACT DOCUMENTS AND APPLICABLE STANDARDS. D. APPLICABLE SAFETY REGULATIONS SHALL BE COMPLIED WITH. i,TH o eFj D 8.18 •o!r x ci ROW E BELL, JR. 1; ql _ 410NAL rr1 9. IN GENERAL, ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE CHECKED DAILY AND AFTER EACH SIGNIFICANT RAINFALL THE CONTRACTOR SHALL PERFORM THE DETAILED MAINTENANCE INSTRUCTIONS OUTLINED IN THE HANDBOOK FOR EACH STRUCTURAL AND VEGETATIVE MEASURE PROVIDED. THE FOLLOWING ITEMS SHALL BE CHECKED IN PARTICULAR: A. EROSION CONTROL STRUCTURES SHALL BE CLEANED WHEN THEY REACH 50% CAPACITY. B. SEEDED AREAS SHALL BE CHECKED REGULARLY TO ENSURE THAT A GOOD STAND IS MAINTAINED. AREAS SHALL BE FERTILIZED, RESEEDED AND MULCHED AS NEEDED. C. ALL ADJACENT ROADWAYS SWILL BE KEPT CLEAN. FILL SHALL NOT BE SPILLED ONTO THE ROADWAY. D. THE CONTRACTOR SWILL PROVIDE DUST CONTROL AS REQUIRED. E. THE AREAS OF CONSTRUCTION SHALL REMAIN IN STABLE CONDITIONS AT THE CLOSE OF EACH DAY. EROSION CONTROLS SWILL BE MONITORED AT THIS TIME, MAINTAINED AND REPAIRED OR REPLACED IF NECESSARY. F. AN ADEQUATE RESERVE OF EROSION CONTROL MATERIALS SHALL BE ON SITE AT ALL TIMES FOR EMERGENCY OR ROUTINE REPLACEMENT AND SHALL INCLUDE MATERIAL TO REPAIR SILT FENCES AND OTHER DEVICES USED TO STABILIZE THE SITES. G. THE CONTRACTOR SHALL PROTECT EXISTING VALVES, MANHOLES, ETC. FROM BEING COVERED. 10. TOPSOIL AND SEEDING REQUIREMENTS ARE AS FOLLOWS: A. THE CONTRACTOR SHALL PROVIDE PERMANENT SEEDING FOR ALL, BUT NOT LIMITED TOO, DISTURBED LAWN AREAS, GRASS MEDIANS, GRASS LINED AND VEGETATIVE LINED DITCHES, ETC. B. TOPSOIL, SEEDING RATES, FERTILIZER AND TOPSOIL PREPARATION REQUIRES ARE AS SPECIFIED IN THE CONTRACT DOCUMENTS. 11. CONTRACTOR SHALL, AT HIS EXPENSE, MAINTAIN THE WORK SITE IN A CLEAN AND ORDERLY APPEARANCE AT ALL TIMES. ALL DEBRIS AND SURPLUS MATERIAL COLLECTED SHALL BE DISPOSED OF OFF THE WORK SITE BY CONTRACTOR, AT HIS EXPENSE. 12. EXISTING LAWNS, TREES, SHRUBS, FENCES, UTILITIES, CULVERTS, WALLS WALKS, DRIVEWAYS, POLES, SIGNS, RIGHT -OF -WAY MONUMENTS, MAILBOXES AND THE LIKE SHALL BE PROTECTED FROM DAMAGE DURING THE WORK. ANY DAMAGE CAUSED TO SUCH ITEMS SHALL BE REPAIRED OR REPLACED BY CONTRACTOR AT NO ADDITIONAL COST. PROPERTY PINS DISTURBED BY CONTRACTOR THAT ARE NOT SHOWN ON THE PLANS TO BE DISTURBED SHALL. BE RESTORED BY A LICENSED SURVEYOR AT CONTRACTOR'S EXPENSE. 13. CONTRACTOR SHALL EMPLOY EROSION CONTROL DEVICES AND METHODS AS REQUIRED TO MEET THE REQUIREMENTS AND INTENT OF THE SERVICE AUTHORITY EROSION CONTROL ORDINANCE AND SHILL COMPLY WITH THE DRAWINGS CONTAINED HEREIN. CONTRACTOR SHALL PROVIDE THE NECESSARY DIVERSION DITCHES, DIKES, TEMPORARY CULVERTS, AND SILT FENCE REQUIRED TO PREVENT MUD AND DEBRIS FROM BEING WASHED ONTO THE STREETS OR PROPERTY. CONTRACTOR'S VEHICLES SHALL BE KEPT CLEAN TO PREVENT MUD OR DUST FROM BEING DEPOSITED ON STREETS. 14. CONTRACTOR SHALL CLEAN UP, RESTORE, SEED AND MAINTAIN ALL DISTURBED AREAS IMMEDIATELY UPON COMPLETION OF WORK ON EACH SITE. TOPSOIL„ SEED, FERTILIZER AND MULCH SHILL BE PLACED IN ACCORDANCE WITH THE VIRGINIA EROSION AND CONTROL SEDIMENT CONTROL HANDBOOK, 3RD EDITION 1992 AND CITY STANDARDS ON ALL DISTURBED AREAS. A PERMANENT STAND OF GRASS ADEQUATE TO PREVENT EROSION SHALL BE ESTABLISHED ON ALL AREAS NOT RECEIVING PAVEMENT PRIOR TO FINAL ACCEPTANCE. 15. AS DETERMINED BY THE SERVICE AUTHORITY, ANY DEFECTIVE. FAULTY, CRACKED, OR BROKEN SIDEWALKS, DRIVEWAYS, HANDICAP RAMPS OR CURB do GUTTER AS A RESULT OF THIS CONSTRUCTION SHALL BE REMOVED AND REPLACED PRIOR TO FINAL ACCEPTANCE. NO ADDITIONAL PAYMENT WILL BE MADE FOR SUCH WORK. EARTHWORK AND SITE CONDITIONS 1. UNLESS OTHERWISE NOTED ON THE PLANS OR IN THE SPECIFICATIONS, ALL FILL MATERIALS SHALL BE COMPACTED TO 957 OF THEORETICAL MAXIMUM DENSITY AS DETERMINED BY AASHTO T -99 METHOD A. WITHIN PLUS OR MINUS 2% OF OPTIMUM MOISTURE, FOR THE FULL WIDTH AND DEPTH OF THE FILL. ALL FILL MATERIAL UNDER PAVED AREAS SHALL BE VDOT #21B CRUSHED STONE COMPACTED IN 6 INCH DEEP LIFTS AS DIRECTED BY PROJECT INSPECTOR OR PUBLIC UTILITIES MANAGER. 2. ALL MATERIALS AND INSTALLATION DETAILS SHALL CONFORM TO THE ALBEMARLE COUNTY SERVICE AUTHORITY STANDARDS AND ALL OTHER APPLICABLE SERVICE AUTHORITY ORDINANCES. 3. ANY UNUSUAL OR UNANTICIPATED SUBSURFACE CONDITIONS SHALL BE IMMEDIATELY REPORTED TO THE SERVICE AUTHORITY. 4. CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS AND LOCATIONS PRIOR TO BEGINNING WORK, AND IMMEDIATELY NOTIFY THE PUBLIC UTILITIES MANAGER OR HIS DESIGNEE IN THE EVENT THERE ARE ANY DISCREPANCIES BETWEEN SUCH CONDITIONS AND THOSE SHOWN ON THE PLANS AND SPECIFICATIONS. 5. BENCH MARKS ARE AS NOTED ON DRAWINGS. HORIZONTAL AND VERTICAL DATUM ARE NAD 83 AND NAVD 88, US SURVEY FEET. 6. COMPACTION TESTING OF THE SOILS IN VDOT RIGHT OF WAY SHALL BE CONDUCTED BY AN INDEPENDENT AGENCY WITH THE RESULTS SENT TO CHARLOTTESVILLE RESIDENCY OFFICE. CONCRETE AND ASPHALT 1. ALL MATERIAL INSIDE FORMS SHALL BE CLEAN AND FREE OF ALL ROCKS AND OTHER LOOSE DEBRIS. SUB -BASE MATERIAL SHALL BE COMPACTED BY MECHNWAL. MEANS. REMOVE ALL STANDING WATER FROM AREA INSIDE FORMS. 2. CONCRETE SHALL NOT BE PLACED UNLESS THE AR TEMPERATURE IS AT LEAST 40' FAHRENHEIT IN THE SHADE AND RISING. CONCRETE SHALL NOT BE PLACED ON FROZEN SUBGRADE. 3. CONCRETE SHALL NOT BE PLACED UNTIL STEEL DOWELS HAVE BEEN INSTALLED IN EXISTING CONCRETE IN ACCORDANCE WITH THE SERVICE AUTHORITY STANDARDS. 4. ALL EXISTING CURBS. CURB do GUTTER AND SIDEWALK TO BE REMOVED, OR DAMAGED BY THE CONTRACTOR SHALL BE TAKEN OUT TO THE NEAREST JOINT. 5. EXISTING ASPHALT CONCRETE PAVEMENT SHALL BE SAW CUT AND REMOVED AS PER THE SPECIFICATIONS. REMOVAL SHALL BE DONE IN SUCH A MANNER AS TO NOT TEAR, BULGE OR DISPLACE ADJACENT PAVEMENT. EDGES SHALL BE CLEAN AND VERTICAL, IN A SINGLE RECTANGULAR SHAPE AND ALL CUTS SHALL BE PARALLEL OR PERPENDICULAR TO THE DIRECTION OF TRAFFIC. 6. DISPOSAL OF ALL EXCESS MATERIAL IS THE RESPONSIBILITY OF CONTRACTOR, AND SHALL BE PERFORMED IN ACCORDANCE WITH ALL APPLICABLE FEDERAL, STATE, AND LOCAL REGULATIONS. 7. LIMITS FOR REPAVING ARE DEPICTED ON THE PLANS. CONTRACTOR SHALL MILL AND OVERLAY ENTIRE ROADWAY WIDTH. ALL AFFECTED STRIPING SHALL BE REPLACED IN ACCORDANCE WITH VDOT STANDARDS. LIMITS FOR MILL AND OVERLAY SHALL EXTEND A MINIMUM OF 20 FEET BEYOND LIMIT OF TRENCHING OR OTHER IMPACTS. 8. SUB BASE MATERIALS IN VDOT RIGHT OF WAY SHALL BE COMPACTED BY MECHANICAL MEANS AND TESTED FOR THE CORRECT BEARING PRESSURE, RECORDED AND SENT TO VDOT. 9. ALL CONCRETE USED IN VDOT RIGHT OF WAY THAT IS EXPOSED TO ENVIRONMENTAL CONDITIONS SHALL BE AIR ENTRAINED AND CLASS 3 AND CLASS 4. DRAINAG 1. CONTRACTOR SHALL EXERCISE CARE, ESPECIALLY AT INTERSECTIONS AND GUTTER LINES, TO PROVIDE POSITIVE DRAINAGE. ANY AREAS WHERE WATER IS IMPOUNDED AS A RESULT OF THIS CONSTRUCTION SHALL BE CORRECTED BY CONTRACTOR AT NO ADDITIONAL COST. POSITIVE DRAINAGE OF ALL ROADWAY AREAS TO THE STORM DRAIN INLETS OR OTHER ACCEPTABLE DRAINAGE CHANNELS SHALL BE MAINTAINED AT ALL TIMES. 2. CONTRACTOR SHALL MAINTAIN EXISTING STREAMS, DITCHES; DRAINAGE STRUCTURES, CULVERTS AND FLOWS AT ALL TIMES DURING THE WORK. CONTRACTOR SHALL PAY FOR ALL PERSONAL INJURY AND PROPERTY DAMAGE WHICH MAY OCCUR AS A RESULT OF FAILING TO MAINTAIN ADEQUATE DRAINAGE. 3. ALL PIPES, DRAINAGE INLETS, AND OTHER STRUCTURES UNCOVERED DURING CONSTRUCTION SHALL BE INSPECTED BY THE SERVICE AUTHORITY BEFORE BEING BACKFILLED OR BURIED. THE SERVICE AUTHORITY MAY REQUIRE CONTRACTOR, AT NO ADDITIONAL COST, TO UNCOVER AND RE -COVER SUCH STRUCTURES IF THEY HAVE BEEN BACKFILLED OR BURIED WITHOUT SUCH INSPECTION. VEGETATION 1. PRIOR TO REMOVING ANY TREES, CONTRACTOR SHALL MEET WITH THE PROPERTY OWNERS AND THE SERVICE AUTHORITY TO REVIEW THE LIMITS OF CONSTRUCTION AND OBTAIN PERMISSION TO REMOVE TREES REQUIRED TO DO THE WORK. 2. TREE AND PLANT ROOTS OR BRANCHES THAT MAY INTERFERE WITH THE WORK SHALL BE TRIMMED OR CUT ONLY WITH THE APPROVAL OF THE OWNER AND THE SERVICE AUTHORITY. ANY TREES OR PUNTS WHICH ARE SHOWN TO REMAIN THAT DO NOT INTERFERE WITH THE WORK, BUT ARE DAMAGED BY CONTRACTOR OR HIS SUBCONTRACTORS, SHALL BE REPAIRED OR REPLACED BY CONTRACTOR AT NO ADDITIONAL COST. TRAFFIC AND SIGNAGE 1. THE CONTRACTOR SHALL MAINTAIN VEHICULAR AND PEDESTRIAN ACCESS TO ALL PROPERTY OWNERS ALONG THE PROJECT ALIGNMENT. 2. CONTRACTOR SHALL PROVIDE NECESSARY REFLECTORS, BARRICADES, TRAFFIC CONTROL DEVICES AND /OR FLAG PERSONS TO ENSURE THE SAFETY OF ITS WORKERS AND THE PUBLIC AND SHALL COMPLY WITH THE DRAWINGS CONTAINED HEREIN. CONTRACTOR SHALL MAINTAIN SAFE AND PASSABLE PUBLIC ACCESS TO PROPERTIES AND THE PUBLIC RIGHT -OF -WAY DURING CONSTRUCTION. 3. EXCEPT AS OTHERWISE AUTHORIZED IN WRITING BY THE SERVICE AUTHORITY, THE WORK SHALL BE COORDINATED AND PERFORMED IN A MANNER SO THAT ALL EXISTING FIRE HYDRANTS SHALL BE ACCESSIBLE AT ALL TIMES DURING THE WORK. 4. CONTRACTOR SHALL NOTIFY PROPERTY OWNER(S) FIVE (5) BUSINESS DAYS IN ADVANCE OF BLOCKING ANY ENTRANCE. NO ENTRANCE SHALL BE BLOCKED FOR MORE THAN TWELVE (12) HOURS IN ANY 24 HOUR PERIOD WITHOUT APPROVAL OF THE PROPERTY OWNER, EXCEPT WHERE NEW ENTRANCES ARE CONSTRUCTED. 5. THE CONTRACTOR SHALL COMPLY WITH VIRGINIA WORK AREA PROTECTION MANUAL AND THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. PERMITS 1. CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS, INSPECTIONS, BONDS, AND OTHER APPROVAL RELATED ITEMS IN ACCORDANCE WITH THE CONTRACT DOCUMENTS, LOCAL, STATE, AND FEDERAL POLICIES. PERMITS REQUIRED INCLUDE: VDOT LAND USE PERMIT (SUPPLIED BY OWNER). VIRGINIA DEPARTMENT OF HEALTH (VDH) WATERWORKS PERMIT (TO BE SUPPLIED BY OWNER), EROSION AND SEDIMENT CONTROL PERMIT (SUPPLIED BY OWNER), AND A BUILDING PERMIT (SUPPLIED BY OWNER). PROPOSED SEQUENCE OF CONSTRUCTION 1. THIS PROPOSED SEQUENCE OF CONSTRUCTION HEREIN IS A GUIDELINE ONLY. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR SEQUENCING HIS WORK ACTIVITIES TO MEET SCHEDULE AND REQUIREMENTS FOR CONSTRUCTION SPECIFIED IN THE CONTRACT DOCUMENTS. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL SUBMIT A DETAILED SEQUENCE OF CONSTRUCTION INCLUDING CONSTRUCTION PHASING, TESTING, AND TIE -IN ACTIVITIES. 2. INSTALL EROSION AND SEDIMENT CONTROL MEASURES PER PLANS AND IN ACCORDANCE WITH APPLICABLE PERMIT REQUIREMENTS. 3. CONTRACTOR SHALL TEST PIT AND VERIFY LOCATIONS AND DEPTHS OF EXISTING MAINS, SEWER LATERALS, AND SERVICE LINES FOR TIE -INS AND ALL OTHER AREAS NOTED BY THE SYMBOL* PRIOR TO CONSTRUCTION. NOTIFY ENGINEER IF REVISIONS TO PLANS ARE REQUIRED. 4. CONSTRUCT PROPOSED PUMPING STATION HOUSE AND BELOW GRADE PIPING PER PLANS. 5. APPROPRIATE TRAFFIC CONTROL MEASURES INCLUDING SIGNAGE AND DETOUR SHALL BE SET UP AND REMOVED DAILY IN ACCORDANCE WITH APPLICABLE VDOT STANDARDS. 6. PRESSURE TEST, DISINFECT, AND SAMPLE PROPOSED WATER MAINS AND WELL HOUSE SYSTEM. 7. UPON ACCEPTANCE OF PROPOSED WORK COORDINATE WITH THE SERVICE AUTHORITY FORCES FOR ISOLATION AND TIE -IN MAIN TO NEWLY INSTALLED WATER MAIN. PROVIDED A MINIMUM OF 2 WEEKS NOTICE TO THE SERVICE AUTHORITY TO PROVIDE ISOLATION OF EXISTING US ROUTE 29 MAN FOR TIE -IN. 8. PERFORM FINAL SURFACE RESTORATION ACTIVITIES. CONTRACTOR SHALL PROTECT IN PLACE ALL SURFACE FEATURES TO THE DEGREE POSSIBLE AND SHALL LIMIT WORK IMPACTS TO THE AREAS DEPICTED IN THE PLANS. WHERE REQUIRED FOR CONSTRUCTION THE CONTRACTOR SHALL REMOVE AND REPLACE ALL EXISTING SURFACE FEATURES IN LIKE AND KIND TO EXISTING, OR BETTER CONDITION. FEATURES TO BE REPLACED ARE NOT SPECIFICALLY DEPICTED ON THE PLANS. THIS NOTE SHALL APPLY TO ALL SURFACE FEATURES INCLUDING, BUT NOT LIMITED, TO EXISTING CURBS, GUTTERS, SIDEWALKS, VEGETATION, PAVEMENT, AND SIGNAGE. 9. CONTRACTOR SHALL NOTE THE VDOT REQUIREMENTS FOR TIMING OF FINAL PAVEMENT MILL AND OVERLAY TO COINCIDE WITH WARM WEATHER. CONTRACTOR'S BID SHALL INCLUDE PROVISIONS FOR PLACEMENT AND MAINTENANCE OF TEMPORARY PAVEMENT PRIOR TO FINAL MILL AND OVERLAY. 10. CONSTRUCTION WITHIN THE VDOT RIGHT -OF -WAY SHALL BE BETWEEN 9 AM AND 3:30 PM MONDAY - FRIDAY. LEGEND PROPOSED GRAVEL OVERLAY FLOW METER LIMITS OF DISTURBANCE PROPOSED MILL AND OVERLAY FT-1 TEE SILT FENCE PROPOSED WATER MAIN 101 UPWARD TEE DIVERSION DIKE PROPOSED PROPERTY LINE i.-I BUTTERFLY VALVE CULVERT INLET PROTECTION SYMBOL PROPOSED UTILITY EASEMENT M BALL VALVE CE CONSTRUCTION ENTRANCE PROPOSED FENCE AIR VALVE DD DIVERSION DIKEEXISTINGPROPERTYLINE 01 90' VERTICAL BEND EXISTING UTILITY EASEMENT SF SILT FENCE 90' HORIZONTAL BEND OHE EXISTING OVERHEAD POWER 45' HORIZONTAL BEND CIP CULVERT INLET PROTECTION G,5 EXISTING GAS LINE O STRAINER E -- EXISTING ELECTRICAL LINE HOSE BIB DC DUST CONTROL N GATE VALVE O TEMPORARY STABILIZATION IQI FLOW METER PS PERMANENT STABILIZATION R 6 A 1ADLAIM OF LAW FOR ANY PERSON, 7W DR VM NIB PIE NM AT ?!E SCALE WA70 N 7FE 7IRE HACK. UNLOS ACING USER M 0NIEC110N OF A PVCCtWCn N 7FE VAND 'GALE MAY E MlIRODIM TEEN DAWN MEW DIRIIRIEM 70 ALTER IM DOGJAEfff. ARE IErIl00 MI BY ANY WAHL LASE 7FE QWW SCALE sAR N NE 7ME RRL= 10 DEIEIIYRIE 7NE ACRK SCALE OF INNS DR IMM IN CHARGE OF REB ALBEMARLE COUNTY SERVICE AUTHORITY DESIGNED BY GFR CHECKED BY REB RED HILL WATER SYSTEM DRAWN BY YLM 0 05/09/08 fi ISSUED FOR BID N0. DATE REVISION 1 2007 0 O'BRIEN a (SERE, INC. CIVIL FILE W. OW.413891 -0001 DATE C GENERAL. NOTES Z.S 6,. MAY coosANDLEGEND 2 CL o t 00 PL 0 N 8 U 3 I 0 t LAJ R IS A VUA710H OF LAIN FOR ANY PEPWK UNLESS ACT= UNM l E 0NEC 0M OF A O , LIMNIEDI BUML 70 AVB TNS WCU1ENT assROMPTEeEU.. Lic No. 037293 IN CHARGE OF REB DESIGNED BY GFR CHECKED BY REB s l °NAL ECG DRAWN BY YL.M TINS DIMiwM VMS PROW4ED AT TI# SCALE MICJITM N 1!E IME NLOM BVCCIN11M N 1!E STATED SCALE MAY BE WINOCIUM WHEN DIWWWIS ARE WOW= K ANY MEANS. UK TIE QIM WC MILE W N T0E 71RE RM 10 COMM 7 E ACTUAL SCALE OF TINS DIIWK 0 t 05/09/08 ( ISSUED FOR BID NO. DATE REVISION INIT. 2007 0 013RIEN & OERE, INC. AWEMARLE COUNTY SERVICE AUTHORITY RED HILL WATER SYSTEM CML KEY MAP valQ c- FILE NO. NK&41381 -0002 DATE I C MAY 9 2m I N I ,I I I . 1. I I I I ' I PROPOSED 4 -90" H. BEND LQZE CONTRACTOR SHALL I EMOVE AND DISPOSE OFIIPROPOSED4" DIP WATER MAIN —T IN CONTRACT) STING HYDROPNEUMATIC T ADJACENT TO EX. WELLBYACSl1 —NOT IN CONTRACT) ' PROMOS 4" DIP WATER MAIN HOU (IN CONTRACT) BY ACSA —NOT' IN—C.ONTRACT) Z _ PROPOSED 4 — H. D I ' _ _ _ (BY ACSA —NOT IN C EX. l IAL CONDUIT PROPOSED 4 " -45' H. BEN 3 10 -3 4 CONDUffw 1 ^ I ROAD ART 10 , (BY ACSA —NOT IN CO GOP PROPOSED 4" DIP WATER NITt`n- _ • I ' P 4" DIP WATER MAIN PROPOSED 4 " (3) 4 " G.V. (BY ACSA —NOT IN CSEDSA —NOT IN CONTRACT) ' I ' (BY ACSA —NOT IN 0 C G NOm INKIND (APPROX. LF IN CONTRACT) Z °l of 0 / , CONTRACTOR T RE p - - 2584 , RAIN 4" PLUG AN CONNECT 0 EX. SYSTEM ( CONTRACT)EX ST RM DRAIN PROPO 4" DIP MAIN (IN CO T)I I / PAVE NT OVERLAY EX. WELL HOUSE AND 47 12) PER ROPNEUMATIC TANK Tq BE UTILITY 5 T EN OUT OF SERVICE DUN PER ED IHLL C -8 T K TO BE DISPOSED. BLOCK ELEMETARY EXI NG WALL TO MATCH ' EX. I254 ' I - - SCHOOL PLANS UL.. (IN CONTRACT) POS D 4" DIP WATER MAIN, ' X2" R UCER, do1 25 4 RED HILL WA R METER (IN CO ELEMENTARY ROPOS 3"X2" REDUCER do MA SCHOOL 2" -22.5 H. BEND (IN CONTRACT 3889 CO ECT T EX. 3" WATER MAIN IN O T) ' EX. 3 4 -1" ONDUR I EX. 3" ATER S RVICE i I \ 3890 SED 4 0 DIP WATER MAIN 41 BY —NOT IN CONTRACT) X 0 waft Or IAJ I I I I 6 j Ij Q PROPOSED E A BLOW 'OFF /T BY ACSA— T IN CO i TH R 5 A VIOLA71ON OF LAW FOR TOPOGRAPHY SURVEYANYPOISON. 1FIS OIMLyNIG MMIS PIEPAIED AT TfE SCALE NNICAIED N TfE TALE SOCK. y UNLESS AiCMG MM TFE oN1Ex M OF A NACCIAMCES N 1FE STAIM SCALE MAY K N111001 M WHEN 01IM S FROM DEPARTMENT OF COMMUNITY DEVELOPMENT -GDS (YEAR 2000)Cott ! LKSM OIOIIEER, 10 ALTER 1FIS DOCIAiW ARE IEPROMM BY ANY MEANS. USE INE QW IC SNE VA N 1!E WE 10 -100 8 RM 10 DEIOMNIE THE ACRML SOME OF IM DIIIwK I- eEll, JR. %: No. 037293 IN CHARGE OF REB ALBEMARLE COUNTY SERVICE AUTHORITY CIVIL FILE NO. 0o ` A' DESIGNED BY GFR CHECKED BY REB w " 43.4/ 361 -0003 I =so REDRED HILL WATER SYSTEM RED HILL SCHOOL ROAD RT 7 C-3ftATFr°NAL S DRAWN BY YLM 0 05 /09 /oe ! ISSUED FOR BID r do TAYLOR GAP ROAD 710 NO. DATE REVISION INIT. zoos 0 013HIEN a GERE, INC.WATER MAIN P A%Y 9. II N m OD I I I 9730I I 6 0 4"X4" TEE & (2) 4" G.V. BY ACSA- ° PROPOSED 4" DIP WATER MAIN BY ACSA —NOT IN CONTRACT) Fo — FO — FO — EX. EMBARQ FIBEROF91C LINE FO EX MCI FIBEROPTIC LINE - - X20 PROPOSED 4" DIP WA N Fo — — ACSA -NOT IN C OONACAN S. ROTRAL RO X00 45' H. BEND — ACSA -NOT CO 690 6 EROPTIC UN 80 ' 1 w - - - -- — ' — — PROPOSED 4 .5' H. BEND 730 BY ACSA -NOT IN ' - - - - — — — — Lu 1 PROPOSED 4" WATER MAIN o (BY ACSA —NOT Il CONTRACT) 740 3017 1 0 Q lo° I I 30 9 I SE L ROAD 660 6405 M= PROPOSED 4" DIP WATER MAIN BY ACSA -NOT IN CONTRACT) O F - -- S o DIRECT \\ 6 70 — - -- - - -- - -- °- - -- _ - _ VO4T CG- ' BURIED ELECTRICAL E CE °tip R CONDUITS ,D LEPHONEELECTRIC /7E P LDER RISER POLE -- cn ROAD PROFILE \_ EX. MCI FlBEROPTIC LINE 76.58cn BUILDING J.S - 201. 80' _ -_ _ X50 EX. GUARD RAIL A MAIN *, P \ IN PLACE) A T.M. 81 PAR. 25C \ \ (IN CO \ \\ °yA 75' y 6 ----- - - -___ -- --DANIEL GEI_ OR ANGELA L. OAKEY FRONTs \ o - - D.B. 2286 P. 489 \ \ ° SETBACK 6 , -? O - - - D.B. 1793 P. 202 Z __ ______ — D.B. 61 3 P. 167 (PLAT) 58.17' FROM NW BUILDING CORNER 55.62' FROM SW BUILDI CORNER ° - - - - - - \ S I 0 x PROPOSED PUMPING ST SE \ \ \ ° yA Qc $ - \ o h T . / I OUTER DIMENSIOi 13.3 X 1 .3 } A ° 5,a . _REFER TO SHEET kt 1) \ \ ti + P Q s T MM. 7 P , 2 5 R APPALAC N PO R CO. do \o I I RIVANNA ATER, A o D.B. 404 P. 6, 539 LAT) PROPOSED EXTERIOR BUILDING SEWER AU ORI* HYDROPNEUMATIC I CORNER T14P 87- C \ °tip 640 ----------- ___ - - -- _ -__ qI . N. 3875659.47 lQT W \°E: 114456 0 2.750 ACRES APPROX. LIMITS OF P ZONED `RA \ \ ACQUISITION BY RWSA i I POSED WELL D.B. 3515 P \ 369 ° tip o NIP \oyq 011. TOPOGRA H 25' SIDE DISCHARGE LINE v Q . v v MtTS PROPERTYFROMDEPARTMENAPPROX. OFCOMMUNITYDEVELOPMENTGDS (YEAR 2000) SETBACK — — — — — — — — — — _ — — — — — — — — — — — — — — — — — — — —, EX. RED AtoT11 \-- \ 1 HILL WELL #S REAR__ - - -- - -- I,TH 0 R IS A 1AOIA101 OF LAW FOR MY PER K INNS DIN IM WAS PROW41D AT 7 E SCALE NNICAIED N THE TIME BLACK \ \ SETBACK \ \ lRi -- -- - -- -- -- - - -- - --EIN ACING tNNEft 7W ONECIIION OF A MMGGAIACES N 1NE STAIm SCALE MAY BE NAIIOOLICm INWNIGSWHENO N 4 '51' - w a02.s3' UCIMI DIONIDIt. TO AL70 710 DOCLAEM ARE IENIOO = BY ANY ME/MIS. USE THE Q WNNC SCALE OR N IM ITRE 57.43 SW Gl BLACK TO DEn MSE 7W ACMAL 3M OF IM OINM C B CORNER 8 v E eEU, JR. CIVIL FILE NO. No. 037293 IN CHARGE OF REB ALBEMARLE COUNTY SERVICE AUTHORITY T DESIGNED BY GFR CHECKED BY REB M0 TRAIL ROAD R 1 2 ' 3.4 38 -0004 o ( . " =50 ` i olaE RED HILL WATER SYSTEM ) C -4 WATER MAIN Ps1 NAL $'PRAWN B YLM 0 1 05/09/08 ISSUED FOR BID AND SITE PLAN LAYOUT MAY 9 ' WN NO. DATE REVISION INIT. 2007 O O'BRIEN & c3ERE, INC. 2 CL to ri r Go r M olo, fINV= 624.59' NG DENOTES 5PAVEM v Q (IN CONTRACT) C -8 tx PROPOSED 4" G.V. BY ACSA -NOT IN CONTRACT) tx PROPOSED 4" DIP WATER MAIN PROPOSED 4 " -90' H. BEND (RJ) BY ACSA -NOT IN CONTRACT) (BY ACSA -NOT IN CONTRACT) MONACAN TRAIL ROAD17' OF 4" DIP do 4" PLUG ( U. S. ROUPAST9H. BEND TE 29)SA -NOT IN CONTRACT) 0 2 OF ° S 59.p - FO PA MENT °y CG -11 EFO _ IMP \ 20' OF --- _ FO — FO — Fo PAVEMENT EX. 6' SHOULDER F FO - FO ._ PAST IMPACT 12' GRA ---_ MCI ACCESS \ FO — F0 FO _ FlBEROPTIC LINE " PROPOSED PER R ---- — — — - EX. OWD RiNt (IN CONTRACT) C -8 , — wr , ONTRACTOR EX. ARDGU RAIL " — • —cG TRACTORN: 3875715.25 \ E: 11445782.11 t °y G AND CONNECT TO (PROTECT IN PLACE) EXftNG SYSTEM (IN\, ONTRACT) 12" ALL 12" HEADWALL - - - PARTIALLY BURIED \ \ \ --,-S _ 83' 07'09 PARTIALLY BUR PROPOSED 4" \ PROPOSED \ o OT M O N . 20.60' _ _ _ - - _ INV= 6 30.9 5' INV= 6 30.9 5' D CONTRACTOR TO , I I /\ 4 " -45' H. B \ (RJ) CAP EX. WELL 4 WIRE (IN CONTRACT) I (IN CONTRACT) \ FENCE IN CONTRACT) FENCE P SED 8' Na 3875760.36 \ \ \ \ WELL WELL vD 0 T M ON ONICRETE P I \ ' E: A445837.49 \ 0 75' \ IN CONTRACT) P \ ` DIP PROPOSED 10 --. 'GATE SED 16' WATER PROPO MNN (RJ) ELECTRIC TOWER - - -- 4' WIRE FENCE TO 9 (APPROX. t LF) MATCH EXISITNG C -8 25'" y IN CONTRACT) PROPOS , I \9 (IN CO \ \ \ y ED I A HYDROPNEUMATIC PROPOSED 4' WIRE \ \ \ \ TANK (IN CONTRACT)z I --- - - - - -- fERM TTNkTCWI EX. WIRE FENCE TO BE REMOVED (APPROX. Old I E)1PNG (IN CONTRACT) \ - - - - \o 23 LF) WITHIN FENCED PERIMETER AND TO - PROPOSED PUMPING STATION HOUSE \o \ \LI MITS OF PROPOSED GRADING. CONTRACTOR TO w JcD (REFER TO SHEET M -1) \ \ RIVANNA WATER do o B E END POST ON EX. 4' FENCE AT THE = , i, ' — ` y MINATION SITES. REMOVE AND DISPOSENEW X \ ° OF THE EX. FENCE OFF -SITE. I EXTERIOR BUILDING CORNER SEWER AUTHORITY N: 3875659.47 \ TMP 87 -25C \ \ APPROX. LIMITS OF PROPERTY " OT W ACQUISRIQN BY RWSA I E: 11445786.70DI 2.750. ACRES 4 WIRE o 12' PtOPOSED i PROPOSED 4" G.V. ZONED RA \ 0 % FENCE GRRAAVEL (IN CONTRACT) D.B. 3515 "P 369 \ \ \ -_avi= 657.71 Z B M = 6 5 7.71 ACCESS DRIVE \ ° -y \ \ SPIKE IN SPIKE IN TO EX. WELL I PROPOSED 4" SCH 80 PVC \ \ \ °\ 8" TREE I I WELL DISCHARGE LINE RJ) APPROX. 100 LF) \ IN CONTRACT) PER W -2 oy - 25' I C -8 ` \ \ OAKE Y, DANIEL L & ANGELA L OAKEY, DANIEL L & ANGELA L- DB 2286, PG 489 I I \ \ \ DB 2286, PG 489 DB 613, PG 167 (PLAT) SETBACK I I PROPOSED 8' CHAIN LINK \ ° So GO \ \° DB 613, PG 167 (PLAT) TM: 87, PARCEL 25C I I . FENCE PER \ TM: 87, PARCEL 25C APPROX. LIMITS OF PROPERTY7Y ACQUISITION BY RWSA tx'/ ° SoIL- - - -- --- - - - - -- - -- ----------- -\`.-- -- - - - -- EX. RED HILL WL11#5 CONTRACTOR SHALL INSTALL I PROPOSED PUMP, PUMP COLUMN WkH 35' PITLESS CASE AND ADAPTER, AND REAR \ ROD-- ALPROVIDEANADDITION WELL PUMP SETBACK \ \FOUND FOR STORAGE IN THE WELL HOUSE.) ` 602.83' ITE PLAN LAYOUT A 1 " -30' TH Qp If IS A NOIAIION OF LAW FOR AW PER90N, 7M 011MIAIIC US PRETAIIED AT IM SCALE MIDICAIED w 7W mlE LOGC. LKM ACTM UIDER IM DNIEC110N OF A DVM MM N 7W STAIED SOME WAY K INTROMM WM DIYrR = LICENSED 000KM 10 AL1E 1IMS DOCUIEM. ARE NEN1oMM BY AW MEWS. USE IME 0VR C SCALE swt N 1ME ME 11-1 OCKK 10 DETOI 7W AL"RML SCALE OF 1NS DI NIMIPw ERT E BELL. JR. 1; c. No. 037293 IN CHARGE OF REB DESIGNED BY GFR CHECKED BY REB 1 " -30' ONAL $G DRAWN BY YLM GRADING PLAN GQ Q tx fi EL. —f.90 f INV= 624.59' i - i MONACAN TRAIL ROADU.S. ROUTE 29 Oyer ACTUAL LOCATION T BE COORDINATED WITH F POWER COMPANY FO F o 5 \° DOT N. Luknmv OS - - - E OF \ \ 64 \ . / \° GRA OAb \ \ tip \Oy UM OF CLEARING \ . 1 \ a \ffl ED \ N TO lk " PIP NO. 8 5 - 0) - I AINLE5S 1111111 11 SCREEN \ _ - - - OUTU7 \ \ \ c° = , ROPOSEll PING STATI I x — F.F.E. .50 0N 4 0 i 655 1 \ \o 6 0 `D X12 \ \ FO RD N 89'24'51 W 602.83 \ S \ EA SCALE 1 " =30' TOPOGRAPHY SURVEY: FIELD RUN BY PRECISION MEASUREMENTS ON OCTOBER 2007 AWEMARLE COUNTY SERVICE AUTHORITY eoe RED HILL WATER SYSTEM 0 05/09/08 t ISSUED FOR BID NO. DATE REVISION INIT. 200 o UMIEN a GERE, INC. SCALE: VERT. 1 " -10' HORIZ. 1 " -30' CML FN.E NO. SITE PLAN LAYOUT AND 443.41381 —Coos C -5 GRADING P F PROPOSED PUMPING TA ON DOUSE MAY '. 20a° EL \TRIC TOWER 0 +00 0 +62 PROP. ACCESS ROAD I 2 CL ro M 1. C ENTRANCE AND INSTALL GRAVEL CONSTRUCTION ENTRANCE AS SHOWN. ALL CONSTRUCTION SHALL ENTER AND EXIT VIA SITE CONSTRUCTION ENTRANCES ONLY. DURING WET WEATHER C S. DRIVERS OF CONSTRUCTION VEHICLES SHALL BE REQUIRED TO WASH THEIR WHEELS t B ENTERING HIGHWAY. 2. C AND STRIP AROUND THE SITE PERIMETER FOR INSTALLATION OF EROSION AND SEDIMENT C MEASURES. c 3. IN ALL SILT FENCE, DIVERSION DIKES, AND TREE PROTECTION AS SHOWN ON PLANS. 4. MENCE CLEARING OF SITE, STRIP AND STOCKPILE TOPSOIL AT LOCATION SHOWN ON PLANS. 5. ST DARD & SPEC. 3.02 IS ADEQUATE DUE TO THE LACK OF AVAILABLE WATER TO THE SITE. S LD THE TEMPORARY CONSTRUCTION ENTRANCE NOT BE MAINTAINED PROPERLY OR AN ESSIVE AMOUNT OF SOIL FOUND TRACKED ONTO THE PUBLIC ROADWAY. THEN A PAVED C STRUCTION ENTRANCE, WATER TANKER TRUCK WITH 2 PRESSURE WASHERS AND A SETTLING MAY BE REQUIRED BY THE EROSION AND SEDIMENT CONTROL PROGRAM ADMINISTRATOR. G Q v tx HATCHING TES EXISTING SL 25X (YYP.) a') S 0. FO p E PHASE 11 1. COMMENCE CUT AND FILL OPERATIONS. 2. BEGIN BUILDING CONSTRUCTION. 3. COMPLETE REMAINING EARTHWORK TO SUBGRADE ELEVATIONS AND PLACE BASE MATERIAL. 4. INSTALL GRAVEL ROADWAY, PLACE TOPSOIL AND SEED ALL EARTH AREAS PROMPTLY. 5. GRADING SHOWN IS FOR INITIAL GRADING /EROSION AND SEDIMENT CONTROL OPERATIONS. SEE SHEET C -5 FOR FINAL GRADING UPON REMOVAL OF SEDIMENT TRAP. 6. UPON COMPLETION OF THE PROJECT AND APPROVAL BY THE PROJECT ENGINEER AND LOCAL OFFICIALS, THE AREA MUST BE RESTORED TO ITS ORIGINAL CONDITION. ALL EROSION AND SEDIMENT CONTROL MEASURES TO BE REMOVED FROM THE SITE, UNLESS OTHERWISE DIRECTED BY THE LOCAL COUNTY OFFICIAL. ll MONACAN TRAIL RU.S. ROUTE ROAD UTE 29) Fo py TS HATCHI G DEN — EXISTIN SLOP GREATER THAN X (TYP.) FO iSR ° •) \ / 2:1 SLOPE MAX. SEE S EET C -5 o \ TAYLORS ROAD RT 710) a Mo U'N TRAIL ROAD TAYLORS GAP, ROAD (RT 710) 'PUMP STATION SITE RED HILL SCHOOL ROAD U VICINITY MAP SCALE: 1 " =500' MONACAN TRAIL ROADU.S. ROUTE 29 FO ..____ e OFF 7///// 1 I Ion 6WIE WELLWELL1r ,.t•f1 • + / /% .•ter r jol, i T —LIM OF TR o \ DOT N. --- - -__- HAT DEN o PROPOSED \ \\ TER THAN M OF THE \cl \ \ 645 DD \ \ \ \ yA i a . 4 DD OF I DC P CONTRO MITS _ \ OF 34 x DC P C MTTS – o DI E ! I E TO CE AC D DIM E ! I MOVE BANCE TO DCE G FAC DI D MOVEM ST D G DI ION _ MN C U \ \ _-_ –_ - - - -- ' bN N, \AND C U N \ \oIo , o •— x \ \ \ do ING AREA 05O \ \z = 657.71' \ \ c-) \ \ = 657.71 TP \ x / , \ \ \ \ \ SPIKE IN , ' / — - \, \ \ \O SPIKE IN LIM OF DI CE \ \ LIMITS OF DI CE \ 6 , \ \ \ \ 655 DD OAKEY, DANIEL L & ANGELA L f ` SS \AKEY, DANIEL L & ANGELA L 655 DD \ I ! -- '- - 2 .RED ECL 5 \ \DB 2286, PG 489 ! ED 5 \ \ b \DD _ oODB613, PG 167 (PLAT)DB 613, PG 167 (PLAT) 0 I -- \ \ G \ o TM: 87, PARCEL 25C TREE C I \ \ o TM: 87, PARCEL 25C TREE C G o v – RO 5- j — ----- ---- \ EROSION AND SEDIMENT CONTROL PLAN — PHASE I PRE — DEVELOPMENT EROSION AND SEDIMENT CONTROL PLAN — PHASE II (POST DEVELOPMENT) SckLE 1 " =30' SCALE 1 v— ps v— TH R IS A VKXA71ON OF LAW FOR ANY PERSON, 7M DRAMRIO 03 PIEPPIIIIED AT 7NE SGILE WCAIED N 7W ME lAOK TOPOGRAPHY SURVEY: vlp p LUESS ACFM IN= M DNloC = OF A MrMNVM N 7 E STATm SCALE MAY K MROMM WHEN OR 11N FIELD RUN BY PRECISION MEASUREMENTS ON OCTOBER 2007 O tJODISED DIONE!] in m 7m um DOCI AIE IEPII vwn ov ANY urma. Inc %w CRIMINC SCALE S N 7w wn r PLEASE REFER TO PLAN SSHEET CC -7 FFOR EXISTING SOIL BOUNDARIES PLAN, GENERAL CONSTRUCTION NNOTES, EE &S GGENERAL NOTES, AND E &S DETAILS. 0/8.46 SM m IIZIU E THE AL'RK SCALF OF TNIS DRMIIIII v E. BELL. JR. ;: Lic. No. 037293 IN CHARGE OF REB ALBEMARLE COUNTY SERVICE AUTHORITY W o, 4 DESIGNED BY GFR CHECKED BY REB 1 - = 'm . 0 ! OlIIIl RED HILL WATER SYSTEM 0 NA4 B DRAWN BY YL.M 0 05/08 /09 T ISSUED FOR BID T NO. DATE REVISION INIT. 2007 O O'BRIEN 3 GERE INC. CIVIL EROSION AND SEDIMENT CONTROL PLAN FILE NO. 9443.41381 –CO nAT E MAY 9. 2008 cabzplop 66- le C-6 M- I GENERAL CONSTRUCTION NOTES 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT -OF -WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION AND CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. 5. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL•VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED. 6. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. 8. UNLESS OTHERWISE NOTED, ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE- CLASS III. 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). GENERAL CONSTRUCTION NOTES FOR EROSION AND SEDIMENT CONTROL PLANS 1. THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO THE PRE- CONSTRUCTION CONFERENCE, ONE WEEK PRIOR TO THE COMMENCEMENT OF LAID DISTURBING ACTIVITY, AND ONE WEEK PRIOR TO THE FINAL INSPECTION. 2. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULATIONS VR 625 -02 -00 EROSION AND SEDIMENT CONTROL REGULATIONS. 3. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE FIRST STEP IN CLEARING. 4. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON THE SITE AT ALL TIMES. 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. 6. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE PLAN APPROVING AUTHORITY. 7. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL STABIUZATIONS ACHIEVED. 8. DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED FILTERING DEVICE. 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 IMMEDIATELY. 10. ALL FILL MATERIAL TO BE TAKEN FROM AN APPROVED, DESIGNATED BORROW AREA. 11. ALL WASTE MATERIALS SHALL BE TAKEN TO AN APPROVE WASTE AREA EARTH FILL SHALL BE INERT MATERIALS ONLY, FREE OF ROOTS, STUMPS, WOOD, RUBBISH, AND OTHER DEBRIS. 12. BORROW OR WASTE AREAS ARE TO BE RECLAIMED WITHIN 7 DAYS OF COMPLETION PER ZONING ORDINANCE SECTION 5.1.28. 13. ALL INERT MATERIALS SHALL BE TRANSPORTED IN COMPLIANCE WITH SECTION 13 -301 OF THE CODE OF ALBEMARLE. 14. BORROW, FILL OR WASTE ACTIVITY INVOLVING INDUSTRIAL -TYPE POWER EQUIPMENT SHALL BE LIMITED TO THE HOURS OF 7:OOAM TO 9:OOPM. 15. BORROW, FILL OR WASTE ACTIVITY SHALL BE CONDUCTED IN A SAFE MANNER THAN MAINTAINS LATERAL SUPPORT, OR ORDER TO MINIMIZE ANY HAZARD TO PERSONS, PHYSICAL DAMAGE TO ADJACENT LAND IMPROVEMENTS. AND DAMAGE TO ANY PUBLIC STREET BECAUSE OF SLIDES, SINKING, OR COLLAPSE. 16. THE DEVELOPER SHALL RESERVE THE RIGHT TO INSTALL, MAINTAIN, REMOVE OR CONVERT TO PERMANENT STORMWATER MANAGEMENT FACILITIES WHERE APPLICABLE ALL EROSION CONTROL MEASURED REQUIRED BY THIS PLAN REGARDLESS OF THE SALE OF ANY LOT, UNIT, BUILDING OR OTHER PORTION OF THE PROPERTY. 17. TEMPORARY STABILIZATION SHALL BE TEMPORARY SEEDING AND MULCHING. SEEDING IS TO BE 75 LBS /ACRE, AND IN THE MONTHS OF SEPTEMBER TO FEBRUARY TO CONSIST OF A 50/50 MIX OF ANNUAL RYE GRASS AND CEREAL WINTER RYE. OR IN MARCH AND APRIL TO CONSIST OF ANNUAL RYE, OR MAY THROUGH AUGUST TO CONSIST OF GERMAN MILLET. STRAW MULCH IS TO BE APPLIED AT 80LBS /10OSF. ALTERNATIVES ARE SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. 18. PERMANENT STABILIZATION SHALL BE LIME AND FERTILIZER, PERMANENT SEEDING, AND MULCH. AGRICULTURAL GRADE LIMESTONE SHALL BE APPLIED AT 90 LBS /1000SF, INCORPORATED INTO THE TOP 4 -6 INCHES OF SOIL FERTILIZER SHALL BE APPLIED AT 1000 LBS /ACRE AND CONSIST OF A 10 -20 -10 NUTRIENT MIX. PERMANENT SEEDING SHALL BE APPLIED AT 180 LBS /ACRE AND CONSIST OF 95X KENTUCKY 31 OR TALL FESCUE AND 0 -5X PERENNIAL RYEGRASS OR KENTUCKY BLUEGRASS. STRAW MULCH IS TO BE APPLIED AT 80 LBS /100SF. ALTERNATIVES ARE SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. 19. MAINTENANCE: ALL MEASURES ARE TO BE INSPECTED WEEKLY AND AFTER EACH RAINFALL ANY DAMAGE OR CLOGGING TO STRUCTURAL MEASURES IS TO BE REPAIRED IMMEDIATELY. SILT TRAPS ARE TO BE CLEANED WHEN 5OX OF THE WET STORAGE VOLUME IS FILLED WITH SEDIMENT. ALL SEEDED AREAS ARE TO BE RESEEDED WHEN NECESSARY TO ACHIEVE A GOOD STAND OF GRASS. SILT FENCE AND DIVERSION DYKES WHICH ARE COLLECTING SEDIMENT TO HALF THEIR HEIGHT MUST BE CLEANED AND REPAIRED IMMEDIATELY. 20. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE REMOVED WITHIN 30 DAYS OF FINAL SITE STABILIZATION, WHEN MEASURES ARE NO LONGER NEEDED, SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. R IS A VIOLATION OF LAW FOR ANY PERSON, Off UNLESS ACING UNDER THE ONIEC = OF A k; LICBOW DION M TO ALIM TMS DWJMB f. 49 •le •q` v IMMI E BELL' M. IN CHARGE OF REB NO. 037M DESIGNED BY YLM CHECKED BY REB NSONAL is DRAWN EY YLM THOS DRANNIG MIS PWARW AT THE SCALE NOIW O IN THE 7ME SLACK SIACCLN %= N THE STATED SCALE MAY SE Kn1ODUI,'ED HMEN 01WW GS NE IElROOUCED SY ANY MEANS. USE THE OIMPMC SCALE W N THE 7ME SLACI( M OEnME THE ACRML SCALE OF TMs DIIIwINIC. EROSION CONTROL NARRATIVE PROJECT DESCRIPTION THIS PROJECT IS LOCATED OFF MONACAN TRAIL ROAD (ROUTE 29) IN THE SAMUEL MILLER DISTRICT OF ALBEMARLE COUNTY, VIRGINIA. THE PARCEL IS ZONED RA AND HAS A PARCEL ID OF 87 -25C1. THE PARCEL WILL ACCOMMODATE A 204 SF STRUCTURE AND 10,000 GALLON HYDROPNEUMATIC TANK, ALONG WITH AN ACCESS ROAD LEADING TO THE PROPOSED BUILDING AND A SECURITY FENCE ENCLOSING THE PROPOSED STRUCTURE AND TANK. THE TOTAL PARCEL AREA IS 2.75 ACRES AND THE TOTAL ACREAGE OF LAND DISTURBANCE IS 0.43 ACRES. EXISTING SITE CONDITIONS THIS PARCEL IS CURRENTLY AN UNDEVELOPED LOT. THE LOT'S TERRAIN VARIES FROM 10% TO 20% SLOPES. IT IS HEAVILY VEGETATED ALONG THE VDOT RIGHT -OF -WAY FOR ABOUT 60 -100 FT INTO THE SITE. THE SITE DRAINS TOWARDS AN EXISTING DITCH ALONG ROUTE 29 AND IS EVENTUALLY PIPED UNDERNEATH ROUTE 29 TO THE MIDDLE BRANCH TRIBUTARY. ADJACENT AR_FAS THE ADJACENT PARCELS SURROUNDING THE SITE ARE RESIDENTIAL LOTS. THE CLOSEST HOME TO THE PROPOSED STRUCTURE IS APPROXIMATELY 900 FT. THE NEAREST INTERSECTION IS APPROXIMATE 1,900 FT (TAYLOR GAP ROAD) AND THE NEAREST UNNAMED TRIBUTARY IS APPROXIMATELY 35 FT NORTHWEST OF THE SITE. THE OUTFALL OF THE TRIBUTARY WILL BE CLEANED AS REQUESTED BY COUNTY OFFICIALS. DIVERSION DIKES AND SILT FENCING WILL BE USED TO PREVENT SEDIMENT FROM REACHING THE STREAM. OFF -SITE AREAS THERE WILL BE NO OFF -SITE LAND DISTURBANCE. S S.: CULLEN LOAM SOIL (19C) IS THE ONLY SOIL TYPE PRESENT WITHIN THE ENTIRE SITE. THIS SOIL CLASSIFICATION IS DESCRIBED AS DEEP, STRONGLY SLOPING, AND WELL DRAINED. TYPICALLY, THE SURFACE LAYER OF THIS SOIL IS REDDISH BROWN LOAM ABOUT 8- INCHES THICK. THE SUBSOIL IS MOSTLY RED OR DARK RED CLAY LOAM ABOUT 52- INCHES THICK. THE SUBSTRATUM TO A DEPTH OF 67- INCHES IS MOSTLY RED, YELLOWISH RED, AND YELLOWISH BROWN LOAM. PERMEABILITY AND AVAILABLE WATER CAPACITY ARE MODERATE. SURFACE RUNOFF IS RAPID. THE HAZARD OF EROSION IS SEVERE. THIS SOIL HAS GOOD TILTH. THE SUBSOIL HAS MODERATE SHRINK -SWELL POTENTIAL. THE ORGANIC MATTER CONTENT IS LOW TO MODERATE, AND THE NATURAL FERTILITY IS MEDIUM. THIS SOIL IS COMMONLY MEDIUM ACID TO STRONGLY ACID THROUGHOUT, BUT REACTION IN THE SURFACE LAYER IS VARIABLE BECAUSE OF LOCAL LIMING. BEDROCK IS GENERALLY AT A DEPTH OF MORE THAN 5 FEET. THERE ARE NO CRITICAL AREAS WITHIN THIS SITE. A77ir J.V.. STONE CONSTRUCTION .ENTRANCE 7M' MW CX12TM A ANCIENT s: 1 07 PALTER cLOTN r KRI. A 2TiTAILEE XW SIDE ELEVATION EROSION AND SEDIMENT CONTROL MEASURES Source: Adapted troy L_ MaWand Standards for Sail Plate 3.03.1ASERIESOFEROSIONANDSEDIMENTCONTROLMEASURESSHALLBEUTILIZEDTOPREVENTEROSIONPROBLEMSandVa. DSWCDIVERSIONDIKESSHALLBEUSEDTODIVERTRUNOFFANDTOCHANNELIZETHESTORMWATERTOWARDSTHESILTFENCE. SILT FENCE WILL BE INSTALLED TO DECREASE THE VELOCITY OF SHEET FLOW AND DETAIN SMALL AMOUNTS OF SEDIMENT FROM LEAVING THE SITE. SILT FENCE OUTLET PROTECTION WILL BE PLACED IN THE LOWEST PARTS WHERE THE SILT FENCE IS LOCATED TO ALLOW RUNOFF OF TO DISCHARGE IMMEDIATELY IN THE EVENT OF A HEAVY RAINFALL TREE 1992 PROTECTION IS INSTALL TO ENSURE THE SURVIVAL OF DESIRABLE TREES TO REMAIN ON SITE AND SERVE AS A BUFFER FROM ADJACENT PROPERTIES AND ROUTE 29. DUST CONTROL SHALL BE PROVIDED ACCORDINGLY TO REDUCE SURFACE AND AIR MOVEMENT OF DUST DURING LAND DISTURBANCE. FINALLY, TEMPORARY STABILIZATION SHALL BE APPLIED WITHIN SEVEN DAYS TO DENUDED AREAS THAT MAY NOT BE AT FINAL GRADE BUT WILL REMAIN DORMANT (UNDISTURBED) FOR LONGER THAN 30 DAYS. I "^___ PERMANENT SOIL STABILIZATION SHALL BE APPLIED TO DENUDED AREAS WITHIN SEVEN DAYS AFTER FINAL GRADE IS CONSTRUCTION OF A SILT FENCE WITH WIRE SUPPORT) 1. SET P06TS me 0XCJ1A1" A exe 2. STAPLE WIRE FENCING TO THE POSTS. TRENCN UPSLOPE AUM THE LIVE OF POSTS. 1 rLOI 3. ATTACH THE FILLER FAINK TO THE WINE FENCE AND Dn$ID IT INTO THE INDI ?I. FLOA EXTENWm OF FA/Alt AND UK INTO THE TRENCH. FsLWR FA61MC rreE It 3.38 REACHED ON ANY PORTION OF THE SITE. PERMANENT STABILIZATION SHALL BE APPLIED TO AREAS THAT ARE TO BE °r LW LEFT DORMANT FOR MORE THAN A YEAR. METHODS OF PERMANENT SOIL STABILIZATION SHALL COMPLY WITH THE PROMW K= VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND AS DIRECTED BY COUNTY OFFICIALS.AN OF STOR_MWATER RUNOFF CONSIDERATIONS a" me G THERE WILL BE NO INCREASE IN PEAK RUNOFF RATES. PROP06E0 OV40M CALCULATIONS NO CALCULATIONS ARE REQUIRED FOR THIS EROSION AND SEDIMENT CONTROL PLAN. i MRI, s •,,,v EXISTING SOIL BOUNDARIES SCALE: 1 " -500 NOT TO SCALE 0 r 65/09/ 08 ISSUED FOR BID NO. DATE REVISION INIT. 2007 0 O'BRIEN a CERE INC. MMER[ 6RIPLNIE IS LESS "M 5' ,f, CONSTRUCTION OPERATIONS RELATIVE TO THE LOCATION OF PROTECTED TREES Source: PxWic Fagififies Mamial. Vol. III, Fairfax Co., Va., 1976 Plate 3.38 -1 VIRGINIA EROSION AND SEDIMENT CONTROL REGULATIONS MINIMUM STANDARDS 1. SEDIMENT BASINS do TRAPS. SEDIMENT BASINS, SEDIMENT TRAPS, PERIMETER DIKES, SEDIMENT BARRIERS, AND OTHER MEASURES INTENDED TO TRAP SEDIMENT SHALL BE CONSTRUCTED AS A FIRST STEP IN ANY LAND- DISTURBING ACTIVITY AND SWILL BE MADE FUNCTIONAL BEFORE UPSLOPE LAND DISTURBANCE TAKES PLACE. 2. STABILIZATION OF EARTHEN STRUCTURES. STABILIZATION MEASURES SWILL BE APPLIED TO EARTHEN STRUCTURES SUCH AS DAMS, DIKES, AND DIVERSIONS IMMEDIATELY AFTER INSTALLATION. 3. VEHICULAR SEDIMENT TRACKING. WHERE CONSTRUCTION VEHICLE ACCESS ROUTES INTERSECT PAVED OR PUBLIC ROADS: PROVISIONS SHALL BE MADE TO MINIMIZE THE TRANSPORT OF SEDIMENT BY VEHICULAR TRACKING ONTO THE PAVED SURFACE. WHERE SEDIMENT IS TRANSPORTED ONTO A PAVED OR PUBLIC ROAD SURFACE, THE ROAD SURFACE SHALL BE CLEANED THOROUGHLY AT THE END OF EACH DAY. SEDIMENT SHALL BE REMOVED FROM THE ROADS BY SHOVELING OR SWEEPING AND TRANSPORTED TO A SEDIMENT CONTROL DISPOSAL AREA. STREET WASHING SHALL BE ALLOWED ONLY AFTER SEDIMENT IS REMOVED IN THIS MANNER. 4. REMOVAL OF TEMPORARY MEASURES. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SWILL BE REMOVED WITHIN 30 DAYS AFTER FINAL SITE STABILIZATION OR AFTER THE TEMPORARY MEASURES ARE NO LONGER NEEDED, UNLESS OTHERWISE AUTHORIZED BY THE PROGRAM AUTHORITY. TRAPPED SEDIMENT AND THE DISTURBED SOIL AREAS RESULTING FROM THE DISPOSITION OF TEMPORARY MEASURES SHALL BE PERMANENTLY STABILIZED TO PREVENT FURTHER EROSION AND SEDIMENTATION. ALBEMARLE COUNTY SERVICE AUTHORITY RED HILL WATER SYSTEM Sourm A&VW him Sherwood and Wp= Rate 3.05 -1 TEMPORARY SEDIMENT TRAP v I vA11MM ORKRNAL vAwA1LE GROUND ELEV. 640 5 67 CU. YD. /ACRE 2•FAD". STORAGE & 0.27ACX97 -11.1 CY 25 CU. YO. PRONGED 631. 67 CU. YD. /ACRE REO'D. STORAGE 0.27ACX67- 11.1 CY 2' 21 CU. YD. PROYM 535 5 ( EXCRA70) FILTER CLOTH GROUND A124* COARSE AGGFA ATE CLASS I IMPRiW CROSS SECTION OF OUTLET CLASS I RMIIMP LENGM (e1 FEET) - 1.6' - 0.27 AC X 6 v i Move COARSE AGGREGATE SHALL E VWT #3, #357 OR #5 OUTLET (PERSPECTIVE VIEW) SOl1RCE: VA. DSWC TFMPORARY DIVERSION DIKE Compacted Soil 19 min. Flow 0iffi llll.0 ;C 4.5' min. 5auoe: Va. DSWC Sidi WIN CIVIL EROSION & SEDIMENT CONTROL NOTES do DETAILS Phte 3.09 -1 cehtgk 6-6- FILE NO. 0 3.41361 -0007 DATE C-7 AW 9, zoos PLATE. 3.13 -2 4. S%CKFtu AND COWOCT rHE EXOVNHED SOIL. GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL INITIAL BACKFlLL STABLE SOIL ROCK SCRAPE THE BOTTOM OF THE TRENCH. REMOVE ALL STONES TO INSURE THE PIPE DOESN'T REST ON ROCK AND THEN COMPACT THE SOIL OR PROVIDE A 4" BEDDING OF 68 STONE. FOUNDATION IN POOR SOIL UNDER -CUT CONDITION NOTE : DEGREE BEND DIMENSIONS 1.NO ROCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER LINES. 2.NO ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL BE ALLOWED CU.YD. ABOVE THE INITIAL BACKFILL. BEND SCREDI MATDML 3.THE INITIAL BACKFILL SHALL BE PLACED AND COMPACTED IN 6" LIFTS. 4.NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED T IN THE TRENCH. 90 2.30 5.BELL HOLES SHALL BE DUG OUT IN ALL CASES. 6.MARKING TYPE SHALL BE PROVIDED IN TRENCH PER ACSA DETAILS. 45 DUCTILE IRON WATER 2.80 0.15 PIPE INSTALLATION BEDDING 2.50 NIS FIG. W -2 TD -13 PLACE 5' GALV. " WITNESS ' POST PAINTED BLUE TO INDICATE VALVE LOCATION AS DIRECTED. MARKER LOCATION MAY BE SUBJECT f TO HIGHWAY DEPARTMENT APPROVAL FINISHED GRADE --- ADJUSTABLE VALVE BOX W/ LID BMNGHAM & TAYLOR FIG. NO. 4805 77 SCREAM TYPE) OR APPROVED EQUAL t N M.J. GATE VALVE G FOR ALL BENDS 1 I 1 711 R LLLLLLLL 111111 PIPE DEGREE BEND DIMENSIONS VOL,TEE AND PLUGS VOL.. SIZE of WELL CA MiG MKFEIVAL CU.YD. y ,y,yyMETiNiiADIAMETER (b) CU.YD. somm LDWH 00 BEND SCREDI MATDML N/A L H I T 1 L H T MOTOR HORIOWER 90 2.30 2.50 3.01 0.24 4" & 6"45 2.00 2.25 2.80 0.15 2.00 2.25 2.50 0.15221/2 1.50 2.00 2.52 0.10 11 1/4 1.501 2.00 2.50 0.10 90 3.66 3.16 3.21 0.48 8"45 22 1/2* 2.66 1.66 2.66 2.16 2.77 2.89 0.26 0.13 3.16 2.91 2.66 0.32 11 1/4 1.66 2.161 2.67 0.13 90 4.63 3.83 3.42 0.83 0" & 120 45 3.33 3.58 2.95 0.43 3,83 4.00 2.83 0.52 22 1/2 2.33 2.58 2.86 0.24 11 1/4 1.83 2.33 2.84 0.18 I I I 2500 P.S.I. CONCRETE a 2'x 2' BEARING AREA. THRUST BLOCK a a a 1 1 1 7/ 1 i 71 000 ,•Q.•pp0,• 0 VKVE 6 71 I#. n SEE GRADING P A. SURFACE • - a . OFHJD(9.5A OVERLAY & AVED ROADS. GRADE SHALL BE FOR PROPOSED AGGREGATE BASE EQUAL. TO EXISTING GRAVEL ROAD GRADE COURSE-21B B. BASE • • EXISTING MHML CUT EDGj.5A ASPHALT • PROVIDE A SMOOTH RIDE AND NEATLY AFTER BACKFILL IS PLACED. 6 OF VDOT 21 B STONE COMPACTED TOC. AGGREGATE SUB BASEi,` >,```i /ipii,i / i i i i /i Ii Ii i y /O /i0iOii AT LEAST 95X OF DRY DENSITY. D. SUB-GRADE: 95X COMPACTED BEDDING MATERIAL G /iYii GYiGYi /i /iYi7iYi7i i7iIi /i /i% / yLG 95R COMPACTED FILTER FABRIC SUBGRADE GRAVEL ROAD DETAIL 4 C -5 NOT TO SCALE z E SURFACE COU BASE COURSE N (A) AGGREGATE SUB BASE (C) BEDDING 1iMATERIAL GENERAL NOTES: 1. PAVING TO BE PLACED WITHIN FIVE (5) DAYS OF UTILITY INSTALLATION (21B STONE TO BE BROUGHT UP TO STREET SURFACE AND MAINTAINED DURING FIVE (5) DAY INTERIM 2. ROLLING AND COMPACTION EQUIPMENT TO BE SUITABLE TO OBTAIN 95X COMPACTION. PAVEMENT AND PATCH DESIGN 5 C -3,5 NOT TO SCALE m i A ,j, 0 IT IS A VIOLATION OF LAW FOR ANY PElWK UNLESS ACING LNM THE DIMION OF A O UCEIEED ON EER TO ALTER THIS DOMWIT. v ROBERT E BELL. JR. 5 Lic. No. 037293 IN CHARGE OF REB DESIGNED BY GFR CHECKED BY REB ONA4 g DRAWN BY YLM 7 NOT TO SCALE 1 4 REDUCER PROPOM 3' PUMP COLUMN 10' DU. WK HOLE TO A - DEPTH OF i3' FILLED W/ CEMENT GROUT IS OF WELDED S 0, 0.322 WALL STEM WELL NOTE: 1. ALL RODS AND FASTENERS SHALL BE GIVEN TWO COATS OF ASPHALTIC PANT AFTER ASSENLY. 2. CONTRACTOR SHALL ENSURE THAT THE COLLAR BEARS AA W UNDISiUR1110 SOL FOR THE M INII AI DIM IDISIONN SHOWN. 3. DMENSIONS SHOWN BEYOND THE TRENCH WIDTH ARE ANSOLUTE MINIMUM. B• THE TRENCH WIDTH IS LARGER rd oskl- CONSTRLr-gv N, THE COLLAR DIMENSIONS SHALL INCREASE ACCORDINGLY. BUILDING WALL FINISHED EXPANSION JOINTGRADE SLOPE 1/4' PER FT. L L W I I COMPACT SUBGRADE TO 957 VDOT TYPE 1, WELDED WIRE FABRIC DENSITY (MODIFIED PROCTOR) SIZE #21 -B 4 "x4" MESH 1. CONCRETE SHALL BE 4000 P.S.I. (MIN.) AIR ENTRAINED CONCRETE. 2. ALL EXPANSION JOINTS SHALL BE FILLED WITH BITUMINOUS FILLER MATERIAL. 3. CONCRETE SURFACE SHALL BE BROOM FINISHED PERPENDICULAR TO THE DIRECTION OF TRAVEL CONCRETE PAD DETAIL 10 NOT TO SCALE C -5 wai 3 PIIOPI 2 TII 3 71 . SUN ERSINLE PUMA/ t MOTOR GOLLDS MODEL 1LrGlM 4 ' , OF ) 5' i•i LB18888! RV AR LEE C'• _* MNAHNCTOR sN1ILL INS1ALL PRA! Arlo PLLMP COLLAIN WITH PITL M CITE AND ADAPTER. RED HILL WELL 5 - ALBEMARLE COUNTY NOT TO SCAU ALBEMARLE COUNTY SERVICE AUTHORITY CIVIL 0110 RED HILL WATER SYSTEM o 05/09/08 ; ISSUED FOR BID MISCELLANEOUS DETAILS N0. DATE REVISION INIT. 2007 0 011RIEN a GERE, INC. FILE NO. 4W.41 Mill -ON DATE C-8 MAY 9. 2004 THIS now IAMB PREPL11Hm AT THE SCALE =am N TIE TITLF BLOCK. INMCaNr= N THE STATED =41 MAY E MITIIOO = WHEN DRMIIW AIE IWMIOD M dY ANY MEANS, UK THE OIIA'HMC !CALF eAR N THE TIRE HACK 10 OEroH m THE mm SCALE of THIS aMIfo1G. 1. THRUST BLOCKS ARE REQUIRED WHENEVER,„TINE MUM : CHANGES DIRECTION, CHANGES NOTE IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE. SRS, DEAD ENDS AND AT VALVES. 2. USE 2500 P.S.I. CONCRETE. 3. NO CONCRETE SHALL BE POURED ON ANY PART OF THE "4r. CROSS ANCHOR RESTRAINTS FOR VALVES TYPICAL GATE VALVE NTS NTS CONCRETE THRUST BLOCKS Fig. W -3C FIG. W -5 NTS Added FW 11 FIG. W - M-31 PROPOSED TD -18 TD-14 A THICK CONCRETE APRON EXISI OROI - SECTION 2 -2 WELL Na 5 PLOT HOLE DEPTH ow WELL CALM DIAMETER (In) WELL CAMM LEHM (R)03 WELL CA MiG MKFEIVAL GAUNIAM ZED STEEL y ,y,yyMETiNiiADIAMETER (b) somm LDWH 00 SCREDI MATDML N/A IEM PUMP CAPACITY (fm)22 DESIGN PLLMP TOH (ft)Igo lE H ( 400 MOTOR HORIOWER 3 MNAHNCTOR sN1ILL INS1ALL PRA! Arlo PLLMP COLLAIN WITH PITL M CITE AND ADAPTER. RED HILL WELL 5 - ALBEMARLE COUNTY NOT TO SCAU ALBEMARLE COUNTY SERVICE AUTHORITY CIVIL 0110 RED HILL WATER SYSTEM o 05/09/08 ; ISSUED FOR BID MISCELLANEOUS DETAILS N0. DATE REVISION INIT. 2007 0 011RIEN a GERE, INC. FILE NO. 4W.41 Mill -ON DATE C-8 MAY 9. 2004 THIS now IAMB PREPL11Hm AT THE SCALE =am N TIE TITLF BLOCK. INMCaNr= N THE STATED =41 MAY E MITIIOO = WHEN DRMIIW AIE IWMIOD M dY ANY MEANS, UK THE OIIA'HMC !CALF eAR N THE TIRE HACK 10 OEroH m THE mm SCALE of THIS aMIfo1G. 1. THRUST BLOCKS ARE REQUIRED WHENEVER,„TINE MUM : CHANGES DIRECTION, CHANGES NOTE IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE. SRS, DEAD ENDS AND AT VALVES. 2. USE 2500 P.S.I. CONCRETE. 3. NO CONCRETE SHALL BE POURED ON ANY PART OF THE "4r. CROSS ANCHOR RESTRAINTS FOR VALVES TYPICAL GATE VALVE NTS NTS CONCRETE THRUST BLOCKS Fig. W -3C FIG. W -5 NTS Added FW 11 FIG. W - M-31 PROPOSED TD -18 TD-14 A THICK CONCRETE APRON EXISI OROI - SECTION 2 -2 FABRIC TIES AT 12" INTERVALS (TYP.) 1 4"TC BARS STEEL 1 5/8 PIPE BRACE AT GATE, CORNER OR END SECTION c 4 "f OR 6 GATE PIPE, 00 IaI 3 "0 END OR CORNER POST 4 3/8" TRUSS RODS w/YURNBUCKLES (TYP.) FINISHED GRADE ANGLE OF 45 DEGREES AWAY FROM THE PUMPING STATION HOUSE. 2. CHAIN LINK FENCE. POSTS. AND ALL APPURTENANCES TO BE BLACK VINYL — COATED. SUPPORT SADDLE GRINNELL FIGURE 259 OR EQUAL) PIPE STANCHION, SCH. 40 STEEL PIPE, SIZE AS REQ'D, PER SCHEDULE 4) EPDXY ANCHORS, FOR— SIZE SEE SCHEDULE CLASS 150 STEEL SUP —ON — FLANGE, FLAT FACED. SIZE "B" TO MATCH STANCHION PIPE SEE SCHEDULE BELOW PROVIDE 3 STRANDS OF 4 POINT BARBED WIRE AND HOLER, VERTICAL EXTENSTION (TYP.) 2.875" C GATE PO: PIPE SIZE A' 7 GAUGE TOP TENSION WIRE W/ 1 "x6" TURNBUCKLE AT END AND PULL POSTS (SEE HINGE AND END CAP DETAIL THIS SHEET) 1 /8" DU. WEEP HOLE THRU ONE iWALLONLY 1/4 SHIM do GROUT UNDER — FACE OF FLANGE AS REQ'D. DETAIL NOTES: 1. STANCHION STYLE PIPE SUPPORTS TO BE PAINTED PER SECTION 09900. CONCRETE FLOOR s . SuPPOaT SCHEDULE PIPE SIZE INCHES)A•B' (MIN.)ANCHOR SIZE 2 m 2.50 1 5/8 "0 PIPE 0.625 A r BOTTOM RAIL (TYP) I r --------------------------- --- - - - -- I F I° j 1.75" MW IM DRILLED HOLE FOR TOUCH READ UNITS. I r. TOP VIEW 9 GAUGE ALUMINUM p I TIES 12" OC I , ".I I . TYPICAL METER VAULT N.T.S. FIG. W -7A DETAIL NOTES FENCE D ETAI L 1. BARBED WIRE SWILL BE POSITIONED AT AN NOT TO SCALE ANGLE OF 45 DEGREES AWAY FROM THE PUMPING STATION HOUSE. 2. CHAIN LINK FENCE. POSTS. AND ALL APPURTENANCES TO BE BLACK VINYL — COATED. SUPPORT SADDLE GRINNELL FIGURE 259 OR EQUAL) PIPE STANCHION, SCH. 40 STEEL PIPE, SIZE AS REQ'D, PER SCHEDULE 4) EPDXY ANCHORS, FOR— SIZE SEE SCHEDULE CLASS 150 STEEL SUP —ON — FLANGE, FLAT FACED. SIZE "B" TO MATCH STANCHION PIPE SEE SCHEDULE BELOW PROVIDE 3 STRANDS OF 4 POINT BARBED WIRE AND HOLER, VERTICAL EXTENSTION (TYP.) 2.875" C GATE PO: PIPE SIZE A' 7 GAUGE TOP TENSION WIRE W/ 1 "x6" TURNBUCKLE AT END AND PULL POSTS (SEE HINGE AND END CAP DETAIL THIS SHEET) 1 /8" DU. WEEP HOLE THRU ONE iWALLONLY 1/4 SHIM do GROUT UNDER — FACE OF FLANGE AS REQ'D. DETAIL NOTES: 1. STANCHION STYLE PIPE SUPPORTS TO BE PAINTED PER SECTION 09900. CONCRETE FLOOR s . SuPPOaT SCHEDULE PIPE SIZE INCHES)A•B' (MIN.)ANCHOR SIZE 2 m 2.50 7.00 0.625 STANC PIPE SU NOT TO SCALE A ,S •TH 0 R IS A VIOLAI N OF LAW FOR ANY PERSON,F D UNLESS ACIM UNDER 1HE 01=110N OF A O r,,p UCOM DIONIM M ALIM IM OOCUWW s c ROBERT E. BELL, JR. UC. No. 037293 IN CHARGE OF REB o DESIGNED BY GFR CHECKED BY REB sSfONA 4 `1G DRAWN BY YLM BARBED WIRE EXTENSION ARM, 3 STRAND 45' SLANTED OUT AWAY FROM WWTF) 0 2.716/FT MIN., "H" TYPE LINE POST 2j "O PIPE LINE POST TYP-) I o ao r\ FENCELINE POST DETAIL 8 NOT TO SCALE C -5 4' -0" E 4' MAN GATE DETAIL 12 NOT TO SCALE C -5 0 05/09/08 , ISSUED FOR BID NO. DATE REVISION FOOTING 1 A' —n" rVV IRA C CWIMG CATF r T.lrW7lfv1INr a.1% Ill !!Ill 9.1 rai .>> III I TD -21 INIT. 2W7 0 aBRIEN a GERE, INC. A SIDE VIEW BI I r --------------------------- --- - - - -- Ij 1.75" MW IM DRILLED HOLE FOR TOUCH READ UNITS. r. r TOP VIEW C i i p 3 DIAME7ERR FLAT W TH ACE I I I I J 24" X 36" ALLOAOUM ACCESS HATCH TYPICAL METER VAULT N.T.S. FIG. W -7A TD -21 INIT. 2W7 0 aBRIEN a GERE, INC. ALBEMARLE COUNTY SERVICE AUTHORITY RED HILL WATER SYSTEM CIVIL TD -23 MISCELLANEOUS DETAILS FILE NO. 643.41361-0000 DATE W 9, 200A C -9 M -1 MALLEABLE IRC TYPE LATCH W FOR PADLOCK 1.900" O.D., c PIPE FOR GATT PERIMETER FRS 1HS DIMING WAS PfUMM AT IIE SCALE I NICAIED IN 11E 1IRF KOCIL WC U ACES IN THE STALED SCALE MAY BE NIRODUCED WHEN 011AM = ARE WNOO= BY ANY MEAM UK THE QR% 1C SCALE BAR N 11E YME K= rD DEIE N E THE ACRIAL SCALE OF INS oral M NOT TO SCALE NOT TO SCALE 22X FOR 00WOtM IEM) •: Is MK 1 I1. WINQWff LOCKNG A31 MRY srPASs MN. ILA NOTES 1. PROVIDE A 6" THICK GRAVEL BED BENEATH THE METER VAULT. 2. MINIMUM WALL THICKNESS FOR PRECAST OR POUR —IN —PLACE VAULTS SHALL BE 4". MINIMUM WALL THICKNESS FOR VAULTS CONSTRUCTED OF MASONARY BLOCK SHALL BE 8 ". 3. THE OUTSIDE OF THE VAULT BELOW GRADE SHALL BE COATED WITH AN APPROVED WATER PROOFING COMPOUND. TYPICAL METER VAULT (2" METER NTS FIG. W -7C r. r ALBEMARLE COUNTY SERVICE AUTHORITY RED HILL WATER SYSTEM CIVIL TD -23 MISCELLANEOUS DETAILS FILE NO. 643.41361-0000 DATE W 9, 200A C -9 M -1 MALLEABLE IRC TYPE LATCH W FOR PADLOCK 1.900" O.D., c PIPE FOR GATT PERIMETER FRS 1HS DIMING WAS PfUMM AT IIE SCALE I NICAIED IN 11E 1IRF KOCIL WC U ACES IN THE STALED SCALE MAY BE NIRODUCED WHEN 011AM = ARE WNOO= BY ANY MEAM UK THE QR% 1C SCALE BAR N 11E YME K= rD DEIE N E THE ACRIAL SCALE OF INS oral M NOT TO SCALE NOT TO SCALE 22X FOR 00WOtM IEM) •: Is MK 1 I1. WINQWff LOCKNG A31 MRY srPASs MN. ILA NOTES 1. PROVIDE A 6" THICK GRAVEL BED BENEATH THE METER VAULT. 2. MINIMUM WALL THICKNESS FOR PRECAST OR POUR —IN —PLACE VAULTS SHALL BE 4". MINIMUM WALL THICKNESS FOR VAULTS CONSTRUCTED OF MASONARY BLOCK SHALL BE 8 ". 3. THE OUTSIDE OF THE VAULT BELOW GRADE SHALL BE COATED WITH AN APPROVED WATER PROOFING COMPOUND. TYPICAL METER VAULT (2" METER NTS FIG. W -7C 12" ALL PARTIALLY BUR INV= 630.95' FENCE WELL n PROPOSED GATE 635 S 89' 49 I 8" M S 83 ,E 20 COUNTY OF A REwRR E CONSERVATION PLAN CHECKLIST TO BE PLACED ON LANDSCAPE PLANS HANDBOOK PP III - 284 - 111 -297 FOR COti1PLETE PECIFICATIONS) 1. THE FOLLOWING ITEMS SHALL BE SHOWN ON THE PLAN: TREES TO BE SAVED; LIMITS OF CLEARING (OUTSIDE DRIP LINE OF TREES TO BE SAVED); LOCATION AND TYPE OF PROTECTIVE FENCING; GRADE CHANGES REQUIRING TREE WELLS OR WALLS; PROPOSED TRENCHING OR TUNNELING BEYOND THE LIMITS OF CLEARING. 2. MARKINGS: ALL TREES TO BE SAVED SHALL BE MARKED WITH PRINT OR RIBBON AT A HEIGHT CLEARLY VISIBLE TO EQUIPMENT OPERATORS. NO GRADING SHALL BEGIN UNTIL THE TREE MARKING HAS BEEN INSPECTED AND APPROVED BY A COUNTY INSPECTOR. 3. PRE — CONSTRUCTION CONFERENCE: TREE PRESERVATION AND PROTECTION MEASURES SHALL BE REVIEWED WITH THE CONTRACTOR ON SITE. 4. EQUIPMENT OPERATION AND STORAGE: HEAVY EQUIPMENT, VEHICULAR TRAFFIC AND STORAGE OF CONSTRUCTION MATERIALS INCLUDING SOIL SWILL NOT BE PERMITTED WITHIN THE DRIP LINES OF TREES TO BE SAVED. 5. SOIL EROSION AND STORMWATER DETENTION DEVICES: SUCH DEVICES SHALL NOT ADVERSELY AFFECT TREES TO BE SAVED. 6. FIRES: FIRES ARE NOT PERMITTED WITHIN 100 FEET OF THE DRIP LINE OF TREES TO BE SAVED. 7. TOXIC MATERIALS: TOXIC MATERIALS SHALL NOT BE STORED WITHIN 100 FEET OF THE DRIP LINE OF TREES TO BE SAVED. 8. PROTECTIVE FENCING: TREES TO BE RETAINED WITHIN 40 FEET OF A PROPOSED BUILDING OR GRADING ACTMTY SHALL BE PROTECTED BY FENCING. FENCING SHALL BE IN PLACE AND SHALL BE INSPECTED AND APPROVED BY A COUNTY INSPECTOR PRIOR TO GRADING OR CONSTRUCTION. 9. TREE WELLS: WHEN THE GROUND LEVEL MUST BE RAISED WITHIN THE DRIP LINE OF A TREE TO BE SAVED, A TREE WELL SHALL BE PROVIDED AND A CONSTRUCTION DETAIL SUBMITTED FOR APPROVAL. 10. TREE WALLS: WHEN THE GROUND LEVEL MUST BE LOWERED WITHIN THE DRIP LINE A TREE TO BE SAVED, A TREE WALL SHALL BE PROVIDED; AND A CONSTRUCTION DETAIL SUBMITTED FOR APPROVAL 11. TRENCHING AND TUNNELING: WHEN TRENCHING IS REQUIRED WITHIN THE LIMITS OF CLEARING, IT SHALL BE DONE AS FAR AWAY FROM THE TRUNKS OF TREES AS POSSIBLE. TUNNELING UNDER A LARGE TREE SHALL BE CONSIDERED AS AN ALTERNATIVE WHEN IT IS ANTICIPATED THAT NECESSARY TRENCHING WILL DESTROY FEEDER ROOTS. 12. CLEANUP: PROTECTIVE FENCING SHALL. BE THE LAST ITEMS REMOVED DURING THE FINAL CLEANUP. 13. DAMAGED TREES: DAMAGED TREES SHALL BE TREATED IMMEDIATELY BY PRUNING, FERTILIZATION OR OTHER METHODS RECOMMENDED BY A TREE SPECIALIST. ANY LEYLAND CYPRESS ALONG THE SOUTHERN BOUNDARY OF ROUTE 29 DAMAGED DURING PIPELINE INSTALLATION SHALL BE REPLACED. NOTE• IT IS THE DEVELOPER'S RESPONSIBUM TO CONFER WITH THE CONTRACTOR ON TREE CONSERVATION REGUREMEbUL OWNER SIGNATURE DATE CONTRACT PURCHASER SIGNATURE DATE T -1 Ul c0 , tE 6 NI APPROX qqy§MO B RWSA It o0 M SPIKE IN OAKEY, DANIEL L & ANGELA I nR ? ?R(3 PC 4RQ 7 PLAT wAuN 75' S \ \ 'S, EL C TR I C TOWER UM OF TREE O ING f4 14 \O I PUMP WAY \ E R &ING ` \o N HOUSE SEWER AU \ \ \ \ x EL. 648. 7 - 25C \ O LOT W gas PROPO CRIES \ \ \ \ EUMATIC ZONED R \ \ \ \-S, \ ANK P. 369 \\ \\ \ \ I* * SED 4" WE \ \ \ \ \ \ DISCHARGE Al -- * ROPOSED 8' \ \ \ \ I * LINK BLACK \ \ \ \ of 11IN P" COATED) O \ 655 - -- * I * RED N tL WELL#S I \O L) E) 613, PG 16 TM: 87, PARCEL 25C g \ 6 APPRO . LIMITS AC SMON RO Ile N 89 W 602.83 \ \ FO an on am on Ift ON Imo. / T - _ PUNT KEY QTY COMMON NAME I SITE PLAN LAYOUT &LANDSCAPE PLAN 8 XCUPRESSOCYPARIS LEYLANDII SCALE 1 " =20' T -2 r f M TH p R LS A NDlA710M OF tJN FOR Miff PEll90N,FNS DMRNNIG FAILS PIEPAIED AT TFE SCALE NrDIGTED N THE TITLE RRL,od(. 10' O.C. o y LKM ACING UNDER 7NE DWICIION OF A 9VCOUIML.'E5 M NE STALED SCALE WAY RITE NIRODUCED 004 DRwq 50_6•10' O.C. O 8 1JC0= DIONM TO ALTER THNS DWAOR.ARE IETRODUCED O MY MEN& USE TFE OIIMFNC SCALE W N THE TIRE mm m WON" THE AICWX SCALE OF flNS DRAR Mo "a • l8 .O S -1 12 ILEX GLABRA 0 ROBERT E. BELL, JR. i; 6' O.C. SHRUBS 12 I Lic. No. 037293 IN CHARGE OF REB p ,A DESIGNED BY SDS CHECKED BY REB , 20 0 20 40 1 07 '16/08 ADD TREE OPENING off Sti &*DRAWN BY IH O t --05/09/08 ' ,ISSUED FOR -BI0 — NO.DATE REVISION FO an on am on Ift ON Imo. / T - _ PUNT KEY QTY WTAIi M NY1 X COMMON NAME CALJPER/HT.COMMENTS T -1 8 XCUPRESSOCYPARIS LEYLANDII LEYLAND CYPRESS 5' -6' T -2 12 JUNIPERUS VIRGINWrA EASTERN RED CEDAR 5' -6'10' O.C. T -3 13 THUJA OCCIDENTALIS NIGRA DARK AMERICAN ARBORVITAE 50_6•10' O.C. TREES 33 S -1 12 ILEX GLABRA INKBERRY 5'6' O.C. SHRUBS 12 ALBEMARLE COUNTY SERVICE AUTHORITY RED HILL WATER SYSTEM INIT. 2007 0 01RIEN 3 (SERE, INC. - CIVIL SITE PUN LAYOUT do LANDSCAPE PUN 0912dos 6-6- FILE NO. 4643.413131 —L001 DATE L _ MAY 9. 200e N 00 NOTES 1. REFER TO DETAIL 1 AND 2 ON THIS SHEET FOR PARTIAL PIPING SECTION NEW. 2. DASHED LINE WORK REPRESENTS BELOW GRADE PIPING. 3. ALL BALL. VALVES SHALL BE BRONZE BODY, SOLDER OR THREADED, TEFLON SEATS AND SEALS, STAINLESS STEEL BALL, PLASTIC COVERED STEEL HANDLE, 150 PSI. 4. COMPRESSED AIR PIPING SHALL BE COPPER TUBING MEETING ASTM B88. TYPE L. FITTINGS SHALL BE WROUGHT COPPER MEETING ANSI /ASME B16.22. JOINTS SHALL BE SOLDERED GRADE 957H. MEETING ANSI /ASTM B32. 5. FLOOR DRAIN SHALL BE 8-1/2 ROUND ADJUSTABLE TOP TYPE. SET FLUSH WITH FLOOR SMITH MODEL 2350, OR EQUAL) 6. BRONZE 150 LBS. W.S.P. COMPANION FLANGE MATH A DIELECTRIC FLANGE KIT AND THREADED OUTLET. 40X2" BRONZE REDUCING BUSHING. 7. PROPOSED 2" X 1/4* REDUCING TEE. 8. WELD 2" COUPLING INTO 8" BLIND FLANGE (WITH GASKET) FOR CONNECTION TO 2" STAINLESS STEEL PIPING. INSERT THREADED NIPPLE AND DIELECTIC UNION. 9. PROVIDE A JOINT ON THE D.I.P. 5' OFF BUILDING FOUNDATION TO PROVIDE FOR DIFFERENTIAL SETTLEMENT. 10. FLEXIBLE TUBING SHALL BE 1/4 PARFLEX TFE TUBING WITH QUICK CONNECTS. PROPOSED 3/8" FLEX TUBING TO RUN AGAINST WALL. 11. PROPOSED 2" FLOW METER TO HAVE STANCHION STYLE PIPE SUPPORT PER DETAIL 11 ON SHEET C -8. 12. THE CHEMICAL FEED PUMPS MAY HAVE A HARD TIME BREAKING PRIME DUE TO SUCH LOW FLOWS. SHOULD THIS OCCUR, DILUTE SOLUTION AND INCREASE FEED RATE PROPORTIONALLY. DESIGN FLOW IS 0.04 GAL. /HR OR 0.96 GAL /DAY. NoOCI SOLUTION MIX 15.4 GAL OF 12.5x NCOCI IN 14.6 GAL OF WATER. AQUAMAG MIX 261 ML OF AQUAMAG SOLUTION IN 3,524 ML OF WATER OR 2.07 GALS OF AQUAMAG IN 27.93 GALS OF WATER. t 17 LEGEND 3 0 g W z 0 W 1-1/2 VACUUM BREAKER, SOLENOID MODEL V138 -151, AIR VALVE BY JOHNSON 30 PROPOSED 10,000 GAL. 1 HYDROPNEUMATIC TANK M -1 PRESSURE RELIEF VALVE, SERIES 30L BY WATTS SOLENOID VENT VALVE - 20 I I 28 -1 I it*] r A 32 a . L FLOOR DRAIN TO-\DAYLIGHT - 6 "0 HOT DIPPED GALVANIZED STEEL PIPE WITH NO. 8 MESH (0.05 "0) STAINLESS STEEL. SCREEN OVER OUTLET 10' PROPOSED / C ONE -STORY / / FE PUMPING STATION HOUSE 204 SF F.F.E. - 648.50 13 24 i 5 L/ 21 E a F16 9 1 -J 10 32 r - 19 1515 24 6 11 31 27 22 12 27 32 26 7 26 32 rl 23 24 15 7 5 I 5' ( - 3)- , -, l 1 PROPOSED 4" AWWA C900 SCH 80 PVC FROM EXISTING RED HILL WWELL#5 2 PROPOSED 4" AWWA C906 -99 DIPS MJ ADAPTER 3 PROPOSED 4" DIP (RJ) 4 PROPOSED 4" GV 5 PROPOSED 4" DIP TEE MATH TAPPED BLIND FLANGES AND 3/4" COPPER PIPING 6 PROPOSED 3/4" SAMPLE TAP (3/4" STAINLESS HOSE BIBB) 7 PROPOSED 2" X 1/4 REDUCING TEE FITTING (SEE NOTE 7) 8 PROPOSED AQUAMAG INJECTION LINE (3/8" FLEX TUBING -SEE NOTE 10) 9 PROPOSED AQUAMAG METERING PUMP (2ND PUMP FOR BACK -UP) 10 PROPOSED 30 GALLON POLY AQUAMAG TANK (19.5 "X29.5 ") 11 PROPOSED 2" FLOW METER (NEPTUNE -MODEL NO.) (SEE NOTE 11) 12 PROPOSED SODIUM HYPOCHLORITE INJECTION LINE (3/8" FLEX TUBING -SEE NOTE 10) 13 PROPOSED SODIUM HYPOCHLORITE METERING PUMP (2ND PUMP FOR BACK -UP) 14 PROPOSED 30 GALLON POLY SODIUM HYPOCHLORITE TANK (19.5 "X29.5 ") 15 PROPOSED 2" STAINLESS STEEL BALL VALVE 16 PROPOSED 8" FLANGE TO 2" STAINLESS STEEL ABOVE GRADE (SEE NOTE 8) 17 PROPOSED AIR COMPRESSOR AND TUBING 18 19 PROPOSED PROPOSE BRACKET. 4" DIP 90' WITH TAPPED BLIND FLANGE 3KWN, 24OV, 30 UNIT HEATER W/INTEORAL THERMOSTAT AND WALL MOUNTING MOUNT AT 7' -0 "t A.F.F. TO BOTTOM OF HEATER. t j R 6 A NOLA710H OF L/N FOR ANY PERSON, C $Z' 0 UNLESS ACIM LOWIER 1!E ONIM 10N OF A O k LWNINNm Gomm 10 Aum im NiEI ff F001 E ALL. S: IN CHARGE OF RES Lic. No. 03 W t DESIGNED BY GFR CHECKED BY REBoa4 tiassIDNALS DRAWN BY YI.M 14' - PIPELINE: WORK SHOWN OFFSET CFROMWALL. FOR CLARITY. HOWEVER, PIPING SHALL BE INSTALLED AS CLOSE #3 STONE TO TO THE WALL AS POSSIBLE. PREVENT EROSION C PROPOSED PUMPING STATION HOUSE -PLAN C SCALE: 1/2 0 i ' -0" C 1MS OMM1>fIG WAS MNM AT 1FE AGILE INiIQM IN 1!E ME NLOM WCU MCEE N 71E STATED WA MIA' E III WHEN ONr rE AWE 1IIML10 I K ANY MNFMN<. UK 11E 4WfW W U WIN N 11E 1OU Ate( 111 E WE ACRK ME E 11M NON. 2' 12' P 6 2 M -1 20 PROPOSED 4" DIP (TO DISTRIBUTION) 21 PROPOSED 4" PVC FLOOR DRAIN WITH 6" GALV. STEEL DRAIN LINE (SEE NOTE 5) 22 PROPOSED 2" X 2" TEE FOR WELL BLOW -OFF 23 PROPOSED DEHUMIDIFIER (GRANGER GD55S OR APPROVED EQUAL) 24 PROPOSED 2" STAINLESS STEEL PIPING 25 PROPOSED 4" DIP FLANGE TO 2" STAINLESS STEEL ABOVE GRADE (SEE NOTE 6) 26 PROPOSED 1/4 STAINLESS STEEL BALL VALVE 27 PROPOSED 3/4" STAINLESS STEEL BALL VALVE 28 H TANK CONTROL PANEL 29 PROPOSED 2" FLANGED CONNECTION FOR PRESSURE SWITCH 30 PROPOSED 2" FLANGED CONNECTION FOR LEVEL SNATCH 31 PROPOSED 2 DRUM POLY -SPILL PALLET 32 PROPOSED STANCHION STYLE PIPE SUPPORT (SEE DETAIL 11 ON SHEET C -9) 33 tPROPOSED 3/4" HOME MM FOR MAKEUP W ATE.R 1 M -1 b 4 SOME EQUIPMENT HAS BEEN LEFT OUT FOR PIPING CLARITY. 4' ALBEMAI;LE COUNTY SERVICE AUTHORITY 2 " =,' -o" RED HILL WATER SYSTEM 0 05/09/08 ISSUED FOR BID N0. DATE I REVISION INIT. 2007 0 OWWN a GERE, INC. SCALE: 1/2"=l'-O MECHANIC& PROPOSED PUMPING STATION HOUSE PLAN AND SECTIONS FILE NO. 6643.413151 -M001 DATE M -1 WAY 9. 20015 C M O N m EX. SOLENOID AIR VALVE EX. AIR COMPRESSOR MOUNTED ON WALL BRACKETS Q EX. 6" STORM DRAIN EX. SIGHT GLASS EX. 6" FLOOR DRAIN 14 "X 14 "X 1 B" DEEP CONCRETE PIT EX. HYDROPNEUMATIC TANK TO BE TAKEN OUT OF SERVICE AND TANK TO BE DISPOSED. BLOCK EXISTING WALL TO MATCH EX. MATERIAL. VACUUM BREAKER EX. FLOAT CONTROL EX. WATER LINES TO BE CAPPED 1 EX. BUTTERFLY VALVE EX. AIR COMPRESSOR STARTER EX. WELL PUMP S1AR' ERS EX. 3" WATER SERVICE TO BUILDING TO BE CUT AND CAPPED EX. CHEMICAL FEED PUMP (TYP. 2) TO BE REMOVED) EX. ELECTRICAL PANEL CUT do CAP EX. 3" WM IN CONTRACT) PROPOSED 2" -22.5 H. BEND c 3 0 N 8 W 3 0 0 W t i i M m a EXISTING RED HILL ELEMENTARY SCHOOL WELL HOUSE - DEMOLITION PLAN SCALE: 1/2"— V —0" NOTE HATCHING DENOTES PIPING AND FITTINGS TO BE REMOVED. PROPOSED 2" WATER METER PER ,o PROPOSED 2" TYPE 'K' COPPER WATER SERVICE IN CONTRACT) TH 0* y r arts FAMI E ALL. J t Lic. No. 037293 QSjONAL R 6 A VIOLA110N OF LAM FOR AW rDOW LWL W ACFMIa LOW AE OMIC 0M OF A IJC®= 840INM W ALM 110 IWAK IN CHARGE OF REB DESIGNED BY GFR CHECKED BY REB DRAWN BY YLM EX. 3" 710 D X16 FWMl 0 AT WE !CALF M 11E WE I LOM BVCM MM N TIE i'pI® MU 11111W E INN== 1 I[I W ALA = K AW IIriMR. UK 11E OM IC =ME W N IM 11RF om l0 it m 11E ACPAL AML OF IM 1/2 " =1' -0" s EX. SOLENOID VENT VALVE Q EX. CURB AND GUTTER EX. UNKNOWN UTILITY PER RED HILL ELEMENTARY SCHOOL PLANS. CONTRACTOR SHALL IDENTIFY UNKNOWN UTILITY AND RELOCATE AS REQUIRED TO INSTALL METER AND VAULT. WATER SERVICE SHALL BE MAINTAINED TO THE SCHOOL CONNECTION TO THE SCHOOL'S EXISTING SERVICE SHALL BE MADE DURING THE WEEKEND OR A SCHOOL HOLIDAY AND COORDINATED WITH THE SCHOOL AND ACSA. ACSA WILL PROVIDE THE 2" WATER METER. IN CONTRACT) EXISTING RED HILL ELEMENTARY SCHOOL WELL HOUSE - PROPOSED PLAN SCALE: 1/2"m l'-O* 0 05/09/06 j ISSUED FOR BID NO. DATE REVISION NIT.22007 0 OWWN i GERE,1W. EX. 3" WATER SERVICE EX. 3 #4 -1 " CONDUIT mf/vk 6r S ARLE COUNTY SERVICE AUTHORITY RED HILL WATER SYSTEM MECKVO AL D(. RED HILL ELEMENTARY SCHOOL WELL HOUSE DEMOLITION PLAN, . AND MOdIFlCATtON PLAN FILE NO. 6643.41361 —MIEN DATE MAY 6, 20015 M -2 2 Dw CJ CL CANTIL CEM CEMENT CH AN or CH CHANNEL CL CENTERLINE CLG ARCHITECTURAL ABBREVIATIONS CLEAR CMU CONCRETE MASONRY UNITS COL COLUMN COMBO r 'w CONCRETE CONSTRUCTIONCONTT CONTT JT CONSTRUCTION JOINT CONT CONTINUE / CONTINUOUS 0 AB AT ANCHOR BOLTS CONTR MR ABRASIVE COORDINATE ADWL ADDITIONAL CORRUG ADJ ADJUSTABLE CHEMICAL RESTRAINT FINISH AFF ABOVE FINISHED FLOOR CSK ALT ALTERNATE COUNTERSUNK SCREW ALUM ALUMINUMI APPROVED wJw APPD APPROX APPROXIMATE SPECIFICATION ASPH ASPHALT ww B OR WT ace Dw CJ CONTROL JOINT CANTIL CEM CEMENT CH AN or CH CHANNEL CL CENTERLINE CLG CEILING CLR CLEAR CMU CONCRETE MASONRY UNITS COL COLUMN COMBO COMBINATION ace Dw CJ CONTROL JOINT CANTIL CANTILEVER CEM CEMENT CH AN or CH CHANNEL CL CENTERLINE CLG CEILING CLR CLEAR CMU CONCRETE MASONRY UNITS COL COLUMN COMBO COMBINATION CONIC CONCRETE CONSTRUCTIONCONTT CONTT JT CONSTRUCTION JOINT CONT CONTINUE / CONTINUOUS CONT'D CONTINUED CONTR CONTRACT / CONTRACTOR COORD COORDINATE CORR CORRIDOR CORRUG CORRUGATED CRF CHEMICAL RESTRAINT FINISH CRS COURSES CSK COUNTERSINK CSK SCR COUNTERSUNK SCREW CTR CENTER E#_j'TH JS IT IS A Y ATM OF LAW FOR My PERSON. y "L MM ACTING LOW 1HE DIVE MM OF A r ; UCE>= 040M , m ALTER TINS D=I EIIr. O ROBE BRODO KI'U Lie. N 04 973 ;0- IN CHARGE OF NJD i wx J' 0 DESIGNED BY CWE CHECKED BY CWE ss1 NAL DRAWN BY RJB or now BACKFILL A DIRECTION NORTH FAC FACTORY PAINTED FINISH OC ON CENTER FD FLOOR DRAIN / FOOTING DRAIN O.F. BATT INSULATION NEW DOOR SYMBOL FDN FOUNDATION OH OPENING 1 K FE FIRE EXTIHGVISHER OPP OPPOSITE FF FACTORY FINISH BRICK FFE FINISH FLOOR ELEVATION FIN GR FINISHED GRADE OPO _ _ _ _ _ _ FIN FL FINISHED FLOOR _ _ _ _ _ _ = CELL VENT/WEEP VENT P U M P FUCY FIXTURE PAR PARALLEL ROOM ROOM NAME AND ROOM NUMBER DESIGNATION FIN FINISH PA CONCRETE CAST STONE, AND /OR FL or FLR FLOOR PL PLATE • • : PRECAST CONCRETE FR FRS PLWD PLYWOOD FT FEET PLUMB• PLC CONC. MASONRY UNIT (CMU) FTG F00TING PNL PANEL __4 SLOPE FV FIELD VERIFY PR PAIR PRE POWER ROOF EXHAUSTER GRAVEL. PREFAB PREFABRICATED DATUM PREFIN PRE FINISHED PRI PRIMARY :: : • ' : GROUT OR MORTAR w PRMLD PRE MOLDED `t' :' ,:: ` w -3 LOUVER DESIGNATION P.T. PURE TREATED GA GAGE / GAUGE PT PAINT / PAINTED GALV GALVANIZED PVC POLYVINYL CHLORIDE PLYWOOD GB GRADE BEAM / GRAB BAR PVr PAVEMENT < & GL GL SS GR GRADE PwE POWER WALL EXHAUSTER STRUCTURAL SHAPES IN CROSS — SECTION GRD GROUND A -17 GS GALVANIZED STEEL •Q ELEVATION TAGS GVL GRAVEL QUAIL QUALITY WOOD BLOCKING QTY QUANTITY 2 SHIM — rw17 RAD RADIUS HD HEAD RD ROOF D N WOODHOWHARDWARE HGT FAT RECT RECTANGLE / RECTANGULAR HM HOLLOW METAL REF RICE HORIZ HORIZONTAL REINF REINFORCE i i i RIGID BOARD INSULATION FOR FOUNDATIONS, HP HIGH POINT REQvD REQUIRED SUBS. ROOFS. AND CAVITY WALLS FE FIRE EXTINGUISHER HVAC HEATING, VENTILATING AND AIR CONDITIONING REV RElASION / REMO RFG ROOFING RM ROOM RO ROUGH OPENING 9' Dw DD DECK DRAIN DEG DEGREE INSI DET DETAIL INCL DEMO DEMOLISH / DEMOLITION SITE /CAL DIA DIAMETER SCH DWG DIAGONAL / DIAGRAM INSULATION / INSULATED DIM DIMENSION INT DIV DIVISION SECONDARY EMERGENCY ROOF DRAIN DL DEAD LOAD o DN DOWN DR DOOR DWG DRAWING SHEET DWL DOWEL 2 SIMILAR REVERSED Si STEEL JOIST wJw SPEC SPECIFICATION JST JOIST 0 SQUARE JT JOINT SS STAINLESS STEEL U EJ STD O EA EACH STIFF EF EACH FACE VEL STL or ST ELEVATION W ELEC ELECTRIC / ELECTRICAL STORAGE ENGR ENGINEER IL EQ EQUAL EQUIP EQUIPMENT L EQUIV EQUIVALENT SYMMETRICAL. / SYMMETRICALLY ES EXPOSED STRUCTURE 3 EW EACH WAY POUND EXC EXCAVATION LOS EXH EXHAUST EXP STR EXPOSED STRUCTURE B EXIST OR EX EXISTING LENGTH / LONG EXP EXPANSION / EXPOSED i EXT EXTERIOR r LEV LONG LEG VERTICAL T/ OR T.O.TOP OF LP E#_j'TH JS IT IS A Y ATM OF LAW FOR My PERSON. y "L MM ACTING LOW 1HE DIVE MM OF A r ; UCE>= 040M , m ALTER TINS D=I EIIr. O ROBE BRODO KI'U Lie. N 04 973 ;0- IN CHARGE OF NJD i wx J' 0 DESIGNED BY CWE CHECKED BY CWE ss1 NAL DRAWN BY RJB or now BACKFILL A DIRECTION NORTH FAC FACTORY PAINTED FINISH OC ON CENTER FD FLOOR DRAIN / FOOTING DRAIN O.F. BATT INSULATION NEW DOOR SYMBOL FDN FOUNDATION OH OPENING 1 K FE FIRE EXTIHGVISHER OPP OPPOSITE FF FACTORY FINISH BRICK FFE FINISH FLOOR ELEVATION FIN GR FINISHED GRADE OPO _ _ _ _ _ _ FIN FL FINISHED FLOOR _ _ _ _ _ _ = CELL VENT/WEEP VENT P U M P FUCY FIXTURE PAR PARALLEL ROOM ROOM NAME AND ROOM NUMBER DESIGNATION FIN FINISH PA CONCRETE CAST STONE, AND /OR FL or FLR FLOOR PL PLATE • • : PRECAST CONCRETE FR FRS PLWD PLYWOOD FT FEET PLUMB• PLC CONC. MASONRY UNIT (CMU) FTG F00TING PNL PANEL __4 SLOPE FV FIELD VERIFY PR PAIR PRE POWER ROOF EXHAUSTER GRAVEL. PREFAB PREFABRICATED DATUM PREFIN PRE FINISHED PRI PRIMARY :: : • ' : GROUT OR MORTAR w PRMLD PRE MOLDED `t' :' ,:: ` w -3 LOUVER DESIGNATION P.T. PURE TREATED GA GAGE / GAUGE PT PAINT / PAINTED GALV GALVANIZED PVC POLYVINYL CHLORIDE PLYWOOD GB GRADE BEAM / GRAB BAR PVr PAVEMENT < & GL GL SS GR GRADE PwE POWER WALL EXHAUSTER STRUCTURAL SHAPES IN CROSS — SECTION GRD GROUND A -17 GS GALVANIZED STEEL •Q ELEVATION TAGS GVL GRAVEL QUAIL QUALITY WOOD BLOCKING QTY QUANTITY 2 SHIM — rw17 RAD RADIUS HD HEAD RD ROOF D N WOODHOWHARDWARE HGT FAT RECT RECTANGLE / RECTANGULAR HM HOLLOW METAL REF RICE HORIZ HORIZONTAL REINF REINFORCE i i i RIGID BOARD INSULATION FOR FOUNDATIONS, HP HIGH POINT REQvD REQUIRED SUBS. ROOFS. AND CAVITY WALLS FE FIRE EXTINGUISHER HVAC HEATING, VENTILATING AND AIR CONDITIONING REV RElASION / REMO RFG ROOFING RM ROOM RO ROUGH OPENING 9' IBC INTERNATIONAL BUILDING CODE INSI INCL NCLUDED / INCLUDING S/C SITE /CAL IND INFO INDUSTRIAL. INFORMATION SCH SCHEDULE INSUL INSULATION / INSULATED SECT SECTION INT INTERIOR SERD SECONDARY EMERGENCY ROOF DRAIN INV INVERT SF SQUARE FOOT SIM SIMILAR SHT SHEET SIM REV SIMILAR REVERSED Si STEEL JOIST wJw SPEC SPECIFICATION JST JOIST SQ SQUARE JT JOINT SS STAINLESS STEEL STD STANDARD STIFF STIFFENER STL or ST STEEL STOR STORAGE S STRUCTURE / STRUCTURAL Zw susP SUSPEND OR SUSPENDED L ANGLE SYM SYMMETRICAL. / SYMMETRICALLY LAM LAMINATE LB POUND LOS POUNDS LF LINEAR FEET wTw LG LENGTH / LONG LL H LONG LEG HORIZONTAL T TOP LEV LONG LEG VERTICAL T/ OR T.O.TOP OF LP LOW POINT Lv LOUVER TH THICK T HRD THREAD OR THREADED w . w TOO TOP OF BLOCK NI TSOD TOP OF DUCT MAN.MANUAL TOF TOP OF FOOTING MATL MATERIAL TEL.TOP OF LOUVER MAX MAXIMUM TOS TOP OF SLAB OR TOP OF STEEL MD METAL DECK TOT TOTAL MECH MECHANICAL TOW TOP OF WALL MET METAL TYP TYPICAL MFG MANUFACTURING MFR MANUFACTURER us MIN MINIMUM MISC MISCELLANEOUS LION UNLESS OTHERWISE NOTED MOD MODIFICATION U/S UNDERSIDE MP METAL PANEL USBC VIRGINIA UNIFORM STATEWIDE BUILDING CODE MS METAL STUD MTD MOUNTED MTL METAL VACVAC VIRGINIA ADMINISTRATIVE CODE VERT VERTICAL wNw wn N NORTH W/0 WITHOUT N/A NOT APPLICABLE W/WITH NF NEAR FACE W WEST NIC NOT IN WD WOOD NO. OR i NUMBER WLD WELD / WELDED NOM NOMINAL WP WATER PROOFING NS NEAR SIDE WRF WATER RECLAMATION FACILITY NTS NOT TO SCALE WT WEIGHT 710 DROM WAS PREPAIEC AT THE 3042 NOIGA7ED N 7HE 7IT E KOCIL DVMNMAM N THE STATED SCALE MAY K NiTROOUICED WHM 0WW = ARE 111IM000CED eK MY MEML UK TINE N VPM SGALF IM N 11E TRLE BLOCK 10 DETEIME 1HE ACRK SM OF TINS DRUM NO. DATE REVISION INIT. 2007 0 OSRIEN a GERE, INC. ALBEMARLE COUNTY SERVICE AUTHORITY RED HILL WATER SYSTEM we' WON .. r I 1 1 I 1 DETAIL INDICATOR 1 * ft omm vow an* A - 5 STRUCTURAL COLUMN GRID LINES AND INDICATOR METHOD OF SECTIONING The drawing upon which a section, view or detail has been takenandthedrawinguponwhichthesetion, view or detail has beenshowniscross — referenced with symbols as follows: DRAWING WHERE SECTION IS TAKEN The number in the upper half of the circle is A -2 the section number. The bottom number refers to the drawing number on which the section can be found. DRAWING WHERE SECTION IS SHOWN SECTION @ This is shown under each section. The top number is the section number. The bottom N.T.S. number refers to the drawing number whom the section has been taken. 4!! r& aelzsfi: ARCHITECTURAL PUMP STATION ABBREVIATIONS GENERAL NOTES FILE NO. 8134.3.41381 Ai 11 DATE I A -1 APRIL. 11 2008 I 00 I it I II t I II co I II II co I II I n too 1 A -2 CONCRETE SLAB W/ BROOM FINISH. SEE SITE/CIVIL a DRAWINGS. a 15' -4" Q SLAB ELEVATION a: 3' =4" 5' -4" AT DOOR J. a 648' -2" 8" CMU (TYP.) z 0 100 X i r TPUM(t00M 100 -"\ FIN FL EL 648' -6 HYDROPNEUMA11C TANK < FLOOR PLAN SCALE: 1 /4 " -1' -0" WEST ELEVATION SCALE: 1/4*- l ' -0" r$ ' p , IT IS A VIOLATION OF LAW IN MY PEHZSOK A'L UNLESS ACING LNIM THE ONION OF A O j Z LICENSED DMNEER. TO ALTER TINoCIJISD BIT O ROBERT BRODOWSK V Lic. NN, 04 973 > IN CHARGE OF NJD W wEC wEcC) DESIGNED BY CHECKED BY ssl0lv,G DRAWN BY RJB 1 xG HARDI— PLANK FASCIA OD HYDROPNEUMATIC ODTANK HARDI PLANK SIDING < 1x4 CORNER TRIM (1W.) OC EL 648' -6" & IF 7,, - TENS DRIMiM US PIEPAIED AT THE 'GALE INWATED IN THE TITLE BLOCK NMiOCU KES N THE SWED ME MAY OE INIRODIX.'ED WHEN DRS OMS ARE M941OOM BY ANY MOM UK TIE CWHHIC SrAIE OR N THE TIRE BLACK TO OVEIHHrINHE THE ACRIAL SCALE OF TINS NMH>N & in ve ,s^Ll1T['fW" inAl O ROOF PLAN SCALE: 1/4"-l'—O" HARDI PLANK SIDING WALL MOUNTED LIGHT FIXTURE. SEE ELECT. DWG'S. ELECTRIC UTILITY METER. SEE ELECT. DWG'S. — GENERATOR INLET. SEE ELECT. DWG'S. OD STEEL DOOR AND FRAME PAINTED. — DATE I REVISION SHINGLE VENT < 30 YR. ARCHITECTURAL AOASPHALTSHINGLES SECTION 1 SCALE: 3/8 -1 —0 -2 30 YR. ARCHITECTURAL AOASPHALTSHINGLES SHINGLE VENT O HYDROPNEUMATIC TANK < > LEGEND O ROOF SHINGLES CERTAINTEED CORP. COLOR: WEATHERED WOOD 0 C CORP. COLOR: WARM SAND i FIN FL EL 648' -6" NORTH ELEVATION SCALE: 1/4"— l'—O" G eon INIT. 1 2007 0 O'BRIEN & GERE, INC. ALBEMARLE COUNTY SERVICE AUTHORITY RED HILL WATER SYSTEM C SIDING PLANK SIDING FACTORY FINISH COLOR: KHAKI OD FASCIA /EXTERIOR DOOR ANK MATCH CERTAINTEED SOFFIT COLOR: WARM SAND ARCHITECTURAL PUMP STATION PLANS SECTION do ELEVATIONS e6(2eo8 66" FILE NO. 6443.41381 X002 DATE A- 2 APRIL. 11 2008 AIR SPACE BEVELED 2x6 PT WOOD BLOCKING ALUM. DRIP EDGE OD 1 x9 HARDI— PLANK FASCIA CONT. BENT PL SEE SRTUCT. DWG'S. O8 VENTED VINYL SOFFIT O30 YR. ARCHITECTURAL ASPHALT SHINGLES --- ICE do WATER SHIELD 40 MIL. --- 30# FELT ROOF TRUSS 8 SEALANT —- OC HARDI PLANK SIDING --' TYVEK 1/2" PLYWOOD SHEATING 7Wadgh.-Mp INSULATKN 2x8 PT WOOD BLOCKING SILL SEALANT 8" CMU BOND BEAM HORIZONTAL JOINT REINFORCEMENT EVERY OTHER COURSE BARRIER 8" CMU 1-1/2" RIGID WALL INSULATION (R -7.5) W/ 1-1/2"' 'Z' FURRING O 24" OC DETAIL A SCALE: 1-1/2 —1 -2 1-1/2 RIGID WALL INSULATION (R =7.5) W/ 1-1/2 a 'Z' FURRING O 24" OC TYVEK 1/2 PLYWOOD SHEATHING — VAPOR BARRIER OHARDI PLANK SIDING BACKER ROD AND FIN. GRADE SEALANT 1-1/2" C CHANNEL. 25 GA. SEALANT n Eo HORIZONTAL JOINT REINFORCEMENT EVERY OTHER COURSE 8" CMU FIN. FL_ FL 648' - 6" r , m MINE@"'A- 2 DETAIL B SCALE: 1 -1 A -2 SEALANT ALONG EDGE OF SHINGLES ALUM. DRIP EDGE OD 1 x6 HARDI— PLANK FASCIA — SEALANT — 00 HARDI PLANK SIDING CONCRETE SLAB AND FOUNDATION. SEE STRUCTURAL DRAWINGS. 2' 2 RIGID INSULATION 2' 0 1-1/2 RIGID WALL INSULATION (R =7.5) W/ 1-1/2" 'Z' FURRING O 24" OC TYVEK 1/2" PLYWOOD SHEATHING — VAPOR BARRIER DETAIL D SCALE: 1 -1 2 A -2 AO30 YR. ARCHITECTURAL ASPHALT SHINGLES —I ICE do WATER SHIELD 40 MIL. 30/ FELT ROOF TRUSS — I HORIZONTAL JOINT—\\ VAPOR BARRIER EVERY REINF O COURSE HARDI PLANK SIDING m• .. FLASHING on TYVEK ONEwas SHINGLE VENT 0 1d38: AIR SPACE STEEL LINTEL 1 hAFA FLASHING 1 .:: I i SEALANT son3.5 CROSS VENT INSULATED SEE STRUCT PANEL (R-12.1) W/ 1 AIR DWI A _,,PT WOOD BLOCKING SPACE pull V 1 x4 HARDI PLANK TRIM 1-1/2"' METAL DECK 10 HARDI PLANK TRIM 2x6 PT WOOD BLOCKING 30 YR. ARCHITECTURAL ASPHALT SHINGLES O 3.5" CROSS VENT INSULATED PANEL (R- 12.1) W/ 1 AIR SPACE 1-1/2" METAL DECK INFILL DECK FLUTES WITH BATT. INSUL 1-1/2* C CHANNEL. 25 GA. FASTEN TO METAL DECK O 12" OC ROOF TRUSS TOP OF CMU EL 659' - 10" 2x8 PT WOOD BLOCKING SILL SEALANT 8" CMU BOND BEAM HORIZONTAL JOINT REINFORCEMENT EVERY OTHER COURSE CMU SEALANT. TYP. HM FRAME DOOR HEAD DETAIL H - SCALE: 1 1 /2 " -1' -0" A-2 1-1/2" RIGID WALL INSULATION (R =7.5) W/ 1-1/2"' 'Z' FURRING O 24" OC TYVEK 1/2 PLYWOOD SHEATHING 8" CMU > VAPOR BARRIER HARDI PLANK SIDING OC SEALANT fj`I WOOD BLOCKING 1 x4 HARDI PLANK TRIM OCN 1 x4 FIARDI PLANK TRIM OC SEALANT SEALANT HM FRAME WITH (3) PT TREATED WD. SHIM JAMB ANCHORS GROUT SOLID. TYP. DOOR JAMB DETAIL SCALE: 1 1/2"-1'-0* A-2 ESHOL.D FL EL.. 648' - 6 THRESHOLD FULL BED OF SLANT GENERAL NOTE: 1. ALL NAILS AND SCREW TYPE FASTENERS SECURED TO PRESSURE TREATED WOOD SHALL. BE DOUBLE DIPPED GALVANIZED OR STAINLESS STEEL. SEE SCHED. S D1 DOOR TYPE NOT TO SCALE DOOR SILL DETAIL S -, o SCALE: 1 1/2"-l'—O" A-2 0 W 2 v I d0 D- r SCALE: 1 -1 2 =1 —0 -2 e ,p,LTH w R 5 A VIOLA71ON OF LAW FOR ANY PERSON. 7w DRIINMIG INNAS PRI:TAIED AT 11E SGILE W070 N M WILE SLACK. UNLESS AcTM UNDER 1FE DNIE1C110N OF A NAACUIIMS IN THE STATED SCALE MAY BE Nt1R000Cm wNEN DWMtiMOS w UCodED DOMEM 10 MM INNS DOCUMENT. ARE IeIIDDUCED fff ANY ME/Mi. UK WE WA MC SCALE MIAR N 7NE 718,E if RACK 10 DE1E W flE Xrd& SW OF fliS DRIP.. O ROBERT BRODOWSKIV Lic. Ng. 2973 a IN CHARGE OF NJD klvlvioV%L DESIGNED BY CWE CHECKED BY CWE RJBDRAWNBY N0. DATE In 1 L!L SEE 0' -2" WED. ,.- (TAI VtkA go 6-6 REVISION INIT. 2007 o OSREN a GERE, ANC. ALBEMARLE COUNTY SERVICE AUTHORITY RED HILL WATER SYSTEM ARCHITECTURAL PUMP STATION DETAILS & SCHEDULES FILE NO. 10.41381 —/4003 DATE APRIL, 11 2006 A -3 ROOM FINISH SCHEDULE A u ROOM LOCATION FLOOR NORTH WALLS EAST SOUTH WEST CEILING REMARKS ROOM N0. Fl NO.. ROOM NAME MAT. FIN.MAT. FIN.MAT. FIN. MAT. FIN. MAT. tFIN.MAT. FIN. HGT. CONC. PT CMU PT CMU PT CMU PT CMU PT I EXP. CONST.1 PT I —PAINT HM DOOR AND FRAME 1 1 FRAME TYPE 100 PUMP ROOM NOT TO SCALE DOOR SCHEDULE DOOR LOCATION DOOR DOOR FRAME LABEL HDWR REMARKS DOOR SET N0. N0.ROOM ROOM NAME TYPE MAT.WIDTH HEIGHT THK. FINISH TYPE MAT. HEAD JAMB SILL FINISH 100 100 PUMP ROOM D1 HM 3' -0" 7' -0"1 -3/4" PT F1 HM I H -1 I J -1 S -1 PT SEE SPEC. —100 VtkA go 6-6 REVISION INIT. 2007 o OSREN a GERE, ANC. ALBEMARLE COUNTY SERVICE AUTHORITY RED HILL WATER SYSTEM ARCHITECTURAL PUMP STATION DETAILS & SCHEDULES FILE NO. 10.41381 —/4003 DATE APRIL, 11 2006 A -3 t M t r_q971K. " 11144 l : _ 1. 3: _ m L 10 1 1. WORK SHALL COMPLY WITH THE VIRGINIA UNIFORM STATEWIDE BUILDING CODE (2003 EDITION). 2. SECTIONS AND DETAILS SHOWN ON DRAWINGS ARE TYPICAL. USE SIMILAR CONSTRUCTION AT LOCATIONS NOT SPECIFICALLY DETAILED. 3. EXAMINE AND COMPARE STRUCTURAL DRAWINGS WITH ARCHITECTURAL, MECHANICAL. PLUMBING. SITE. ELECTRICAL AND PROCESS DRAWINGS. VERIFY LOCATIONS AND DIMENSIONS OF CHASES. INSERTS, OPENINGS. SLEEVES, DEPRESSIONS, AND OTHER PROJECT REQUIREMENTS NOT SHOWN ON THE STRUCTURAL DRAWINGS. 4. VERIFY LOCATION OF EXISTING UNDERGROUND SITE UTILITIES PRIOR TO THE START OF WORK AND COORDINATE LOCATION WITH STRUCTURAL DRAWINGS. NOTIFY THE ENGINEER OF ANY CONFLICTS IN WRITING. DO NOT PROCEED WITH AFFECTED WORK UNTIL CONFLICTS HAVE BEEN RESOLVED. 5. ADEQUATE TEMPORARY BRACING OF CONSTRUCTION ELEMENTS SHALL BE PROVIDED FOR FOUNDATIONS. ABOVE GRADE WALLS, STRUCTURAL STEEL AND OTHER STRUCTURAL SYSTEMS, FOR WIND AND /OR CONSTRUCTION LOADS. BRACING SHALL BE MAINTAINED AT ALL TIMES DURING CONSTRUCTION OPERATIONS PRIOR TO STRUCTURAL ELEMENTS REACHING THEIR SPECIFIED DESIGN STRENGTH AND /OR REACHING THEIR COMPLETED FORM AS SHOWN ON THE CONTRACT DRAWINGS. DESIGN AND MAINTENANCE OF SAID BRACING SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. S. THE CONTRACTOR SHALL FIELD VERIFY EXISTING CONDITIONS do DIMENSIONS PRIOR TO THE START OF WORK. 1. FOUNDATION DESIGN IS BASED ON GEOTECHNICAL ENGINEERING REPORTS BY EARTH ENGINEERING dt SCIENCES, INC.. DATED NOVEMBER 2. 2006 AND DECEMBER 18. 2006. a. NET ALLOWABLE SOIL BEARING PRESSURE: 10000 P.S.F. (BEDROCK) 2000 -3000 P.S.F. (SOIL) b. MODULUS OF SUBGRADE REACTION: 100 P.C.I. c. MINIMUM FOOTING DEPTH: 3' -0" BELOW FINISH GRADE 2. PLACE FOUNDATIONS ON 12 INCH THICKNESS OF #57 CRUSHED STONE. COMPACT EXISTING SUBGRADE PRIOR TO PLACEMENT OF FOUNDATIONS. 3. COMPACTED BACKFILL: BACKFILL SHALL BE COMPACTED TO NOT LESS THAN 95X OF MAXIMUM DENSITY ACCORDING TO A.S.T.M. D1557. PLACE BACKFILL AND FILL MATERIALS IN LAYERS NOT MORE THAN 8 INCHES IN LOOSE DEPTH. 4. WHERE BACKFILL IS PLACED ON BOTH SIDES OF A FOUNDATION WALL, CARE SHALL BE TAKEN DURING THE BACKFILLING OPERATIONS TO INSTALL BACKFILL EVENLY ON OPPOSITE FACES OF THE WALL. THE MAXIMUM DIFFERENTIAL OF FILL HEIGHT SHALL BE 12 INCHES. DO NOT DAMAGE WALL CONSTRUCTION WITH COMPACTION EQUIPMENT. 5. BACKFILL TO TOP OF FOOTINGS AS SOON AS POSSIBLE AFTER PLACING CONCRETE. 6. BACKFILL AGAINST BELOW GRADE BASEMENT WALLS AFTER FLOOR SLAB IS SUPPORTING T/WALL OR PROVIDE TEMPORARY SUPPORT FOR T/WALL UNTIL FLOOR SLAB IS IN PLACE AND HAS REACHED DESIGN STRENGTH. 7. TOPSOIL. ORGANIC MATERIAL AND ANY NATURAL OR MANMADE DEBRIS SHALL BE STRIPPED FROM THE SITE TO THE DEPTHS REQUIRED OR NOTED. THESE AND OTHER DELETERIOUS MATERIAL SHALL NOT BE USED AS BACKFILL UNDER ANY STRUCTURAL AREA do SHALL BE REMOVED FROM THE SITE. 8. UNSUITABLE SUBGRADE, IF ENCOUNTERED, WILL BE UNDERCUT AND REPLACED WITH LEAN CONCRETE OR SELECT GRANULAR FILL MATERIAL AS ORDERED BY THE GEOTECHNICAL ENGINEER. 9. FOUNDATIONS OR SLABS SHALL NOT BE PLACED IN WATER, ON SATURATED SUBGRADES. NOR ON FROZEN SUBGRADES. IN -PLACE FOUNDATIONS AND SLABS SHALL BE PROTECTED FROM FROST PENETRATION UNTIL PROJECT IS COMPLETE. 10. FOUNDATION ELEMENTS SHALL BE CENTERED IN EACH DIRECTION UNDER SUPPORTED STRUCTURAL MEMBERS UNLESS NOTED OTHERWISE ON THE DRAWINGS. MINIMUM FOOTING PROJECTION SHALL BE 1' -0" U.O.N. 11. THE CONTRACTOR SHALL PROVIDE SUPPORTS, WHETHER SHEETING. SHORING OR BRACING SUCH THAT NO HORIZONTAL MOVEMENT OR VERTICAL SETTLEMENT OCCURS TO EXISTING STRUCTURES, STREETS OR UTILITIES ADJACENT TO, OR ON THE PROJECT SITE. 12. THE CONTRACTOR SHALL PROVIDE STABLE SIDES AND BOTTOM OF EXCAVATION DURING CONSTRUCTION BY SHORES, SLOPES OR BENCHED SIDES. THE DESIGN AND INSTALLATION OF THE EXCAVATION BRACING SHALL BE IN ACCORDANCE WITH OSHA SHORING PRACTICES AND BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. fl: l • liq :mi Ok • 1 1. CONCRETE WORK SHALL CONFORM TO REQUIREMENTS OF THE AMERICAN CONCRETE INSTITUTE (A.C.I.) 301, "SPECIFICATIONS FOR STRUCTURAL CONCRETE ". A.C.I. 318, BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE", AND A.C.I. 350. "CODE REQUIREMENTS FOR ENVIRONMENTAL ENGINEERING CONCRETE STRUCTURES ". 2. CONCRETE SHALL HAVE A MINIMUM 28 -DAY COMPRESSIVE STRENGTH AS SHOWN: UNIT WEIGHT MIN. STRENGTH O 28 DAYS (P.S.I.) a. CONCRETE EXPOSED TO FLUID b. WALLS, PIERS, FOOTINGS. MATS. do RETAINING WALLS c. SLAB ON GRADE 145 VTR 145 3. PORTLAND CEMENT USED FOR CONCRETE WORK SHALL COMPLY WITH A.S.T.M. C -150 FOR TYPE 1 /II CEMENT. 4. NORMAL WEIGHT CONCRETE SHALL CONTAIN FINE AND COARSE AGGREGATES COMPLYING WITH A.S.T.M. C -33. THE MAXIMUM SIZE OF COARSE AGGREGATES SHALL BE OF SIZES SUITABLE FOR PLACEMENT IN STRUCTURAL ELEMENTS CONSIDERING THEIR SIZE AND REINFORCEMENT CONFIGURATION. 5. CONCRETE PLACED UNDER COLD WEATHER CONDITIONS THAT MAY BE EXPOSED TO SUBSEQUENT MOISTURE AND FREEZING CONDITIONS PRIOR TO REACHING DESIGN 6. CONSTRUCTION JOINTS SHOWN ON THE DRAWINGS ARE MANDATORY. OMISSIONS, ADDITIONS OR CHANGES SHALL. NOT BE MADE EXCEPT WITH THE SUBMITTAL OF A WRITTEN REQUEST, TOGETHER WITH DRAWINGS OF THE PROPOSED JOINT LOCATIONS, FOR APPROVAL BY THE ENGINEER. 7. WHERE CONSTRUCTION JOINTS ARE NOT SHOWN, OR WHEN ALTERNATE LOCATIONS ARE PROPOSED, DRAWINGS SHOWING LOCATION OF CONSTRUCTION AND CONTROL JOINTS AND CONCRETE PLACING SEQUENCE SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL PRIOR TO THE PREPARATION OF_ THE REINFORCEMENT SHOP DRAWINGS. 6. CONCRETE SHILL BE PLACED WITHOUT HORIZONTAL CONSTRUCTION JOINTS EXCEPT WHERE SHOWN OR NOTED. VERTICAL CONSTRUCTION JOINTS AND STOPS IN CONCRETE WORK SHALL NOT BE MADE AT MID -SPAN OR AT POINTS OF MAX. SHEAR. 9. CONCRETE SLABS ON GRADE, INCLUDING CONCRETE PLACED ON STEEL DECK, SHALL BE PLACED SO THAT THE SLAB THICKNESS IS AT NO POINT LESS THAN THAT INDICATED ON THE CONTRACT DRAWINGS. ADJUST SUBGRADE ELEVATIONS TO ACCOUNT FOR SLOPED SLAB ON GRADE SURFACES. 10. CHAMFER EXPOSED CORNERS OF CONCRETE 3/4 INCH. 11. CONCRETE WALLS SHALL HAVE POCKETS FOR BEAMS dt SHELVES FOR STRUCTURAL SLABS NOT MONOLITHIC WITH WALL. PROVIDE 8" MINIMUM BEARING FOR BEAMS AND 4" MINIMUM BEARING FOR SLABS J.O.N. 12. CONCRETE BEAMS SHALL BE MONOLITHIC WITH SLABS. HORIZONTAL JOINTS IN STRUCTURAL SLABS AND BEAMS ARE NOT ALLOWED. 13. PIPES AND CONDUITS RUNNING HORIZONTALLY IN SLABS: a. PLACEMENT: CENTERED IN DEPTH OF SLAB b. MAXIMUM OUTSIDE DIAMETER- 1/3 SLAB THICKNESS c. SPACING: AT LEAST THREE DIAMETERS ON CENTER. COVER SHILL BE MAINTAINED do EMBEDMENTS SWILL NOT CONTACT REINFORCEMENT. 14. CAST INTO CONCRETE ACCESSORIES REQUIRED BY ARCHITECTURAL FINISHES AND MECHANICAL EQUIPMENT. COORDINATE LOCATION AND QUANTITY WITH ARCHITECTURAL AND MECHANICAL DRAWINGS. 15. AT CONSTRUCTION JOINTS, PROVIDE A SHEAR KEY 1 1/2 IN. DEEP x 1/3-JOINT-WIDTH. ALSO PROVIDE A TENSION CLASS "13" LAP OF REINFORCING. USE ROUGHENED JOINT WHERE INDICATED ON THE DRAWINGS. 16. SLAB, BEAM, AND JOIST TOP REINFORCING CONTINUOUS OVER A SUPPORT SHALL EXTEND TO THE 1/3-POINT OF THE CLEAR SPAN UNLESS INDICATED OTHERWISE ON THE DRAWINGS. SLAB, BEAM. AND JOIST TOP REINFORCING AT A DISCONTINUOUS END SHALL TERMINATE IN A STANDARD 90 DEGREE HOOK INTO SUPPORTING BEAMS AND WALLS. 17. LOCATE CONSTRUCTION JOINTS IN BEAMS AND STRUCTURAL SLABS IN THE CENTER -1/3 OF SPAN, AND NOT CLOSER THAN 3 FT. FROM AN INTERSECTING BEAM. f1: hl • :i Z • 1. REINFORCEMENT WORK OF DETAILING, FABRICATION AND ERECTION SHALL CONFORM TO BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE A.C.I. 318) "CODE REQUIREMENTS FOR ENVIRONMENTAL ENGINEERING CONCRETE STRUCTURES (A.C.I. 350) ". - A - C]. DETAILING MANUAL - 1988 (SP - 66) "CRSI MANUAL OF STANDARD PRACTICE (MSP I)" AND "STRUCTURAL WELDING CODE - REINFORCING STEEL (A.W.S. D1.4) ". 2. STEEL REINFORCEMENT, UNLESS NOTED OTHERWISE, SHALL CONFORM TO THE FOLLOWING: a. BARS, TIES AND STIRRUPS . . . A.S.T.M. A615 GRADE (Fy - 60.000 P.S.I.) b. REINFORCING TO BE WELDED SHALL CONFORM TO A.S.T.M. A706 (Fy - 60,000 P.S.I.) OR MILL TEST REPORTS SHALL BE SUBMITTED SHOWING CARBON EQUIVALENT. 3. MINIMUM CONCRETE PROTECTIVE COVER FOR REINFORCEMENT OF NON- ENVIRONMENTAL ENGINEERING CONCRETE STRUCTURES SHALL BE AS FOLLOWS U.O.N.: a. UNFORMED SURFACES CAST AGAINST AND PERMANENTLY IN CONTACT WITH EARTH . .3.0" b. BUILDING SURFACES FORMED IN CONTACT WHERE THERE IS A CONFLICT BETWEEN WITH EARTH OR EXPOSED TO WEATHER. BAR SIZE 6 THROUGH #18 BARS . . . . . . . . .2.0" 5 BARS AND SMALLER . . . . . . . .1.5" c. BUILDING SURFACES NOT IN CONTACT WITH 1 -L43 OR EXPOSED TO WEATHER (WALLS AND SLABS) 14 AND #18 BARS . . . . . . . . . . . .1.5" 11 BARS AND SMALLER . . . . . . .0.75" d. BUILDING BEAMS, GIRDERS AND COLUMNS - 1/2x5/16 PRINCIPAL REINFORCEMENT. TIES, L4x3STIRRUPSANDSPIRALS . . . . . . . . . .1.5" 4. MINIMUM CONCRETE PROTECTIVE COVER FOR LIQUID CONTAINING STRUCTURES SHALL CONFORM TO "CODE REQUIREMENTS FOR ENVIRONMENTAL ENGINEERING CONCRETE STRUCTURES (A.C.I. 350) 5. WHERE CONTINUOUS REINFORCEMENT IS CALLED FOR, IT SHALL BE EXTENDED CONTINUOUSLY AROUND CORNERS AND LIPPED AT NECESSARY SPLICES OR HOOKED AT DISCONTINUOUS ENDS. 6. LAPS SHALL BE CLASS B TENSION LAP SPLICES, UNLESS NOTED OTHERWISE. 7. WHERE REINFORCEMENT IS NOT SHOWN ON THE CONTRACT DRAWINGS, PROVIDE REINFORCEMENT IN ACCORDANCE WITH APPLICABLE DETAILS AS DETERMINED BY THE ENGINEER. IN NO CASE SHALL REINFORCEMENT BE LESS THAN THE MINIMUM REINFORCEMENT PERMITTED BY THE APPLICABLE CODES NOR LESS THAN THE FOLLOWING: a. BEAM STIRRUPS: #4 O 12" O.C. b. BEAM STIRRUP SUPPORTS: 1-#5 O EACH STIRRUP BEND c. FACE REINFORCEMENT IN BEAMS OR PORTIONS OF BEAMS: #4 O 12" O.C. d. STRUCTURAL SLABS: 0.0018 x GROSS CONCRETE AREA IN EACH DIRECTION e. STRUCTURAL COLUMNS: 0.01 x GROSS CONCRETE CROSS SECTIONAL AREA f. STRUCTURAL BEAMS: 0.0033 x GROSS CONCRETE CROSS SECTIONAL AREA. g. DOWELS FROM TOP OF CONCRETE WALLS TO CONCRETE SLABS: MAIN SLAB REINFORCING: #4012" TEMPERATURE & SHRINKAGE: #4012" COMPRESSIVE STRENGTH OR EXTERIOR CONCRETE WORK EXPOSED TO FREEZE / THAW 8. EXTEND DOWELS TO THE 1/4-POINT OF SLAB SPAN. CYCLING SHALL BE AIR- ENTRAINED TO 5 -7X AIR CONTENT. HOWEVER, SLAB FLATWORK 9. WHERE REINFORCEMENT IS SHOWN IN SECTION. REINFORCEMENT IS CONSIDERED TYPICAL TO RECEIVE A HARD- TROWEL FINISH SHALL NOT BE AIR ENTRAINED. WHEREVER THE SECTION APPLIES. 16. WELDING OF REINFORCEMENT SHALL CONFORM TO A.W.S. D1.4 (INCLUDING PREHEAT REQUIREMENTS). ONLY BARS INDICATED ON DRAWINGS TO BE WELDED SHALL BE WELDED. 1. MASONRY CONSTRUCTION SHALL_ CONFORM TO SPECIFICATION FOR MASONRY STRUCTURES A.C.I. 530.1) U.O.N. 2. STRENGTH OF MASONRY MATERIALS SHALL BE AS FOLLOWS: a. CONCRETE MASONRY UNITS SHALL BE NORMAL WEIGHT, GRADE N. TYPE 1. CONFORMING TO A.S.T.M. C -90 AND HAVE A MINIMUM COMPRESSIVE STRENGTH OF 1900 P.S.I. ON THE NET AREA. b. MORTAR SHALL CONFORM TO A.S.T.M. C -270 TYPE M OR S. c. GROUTS SHALL CONFORM TO A.S.T.M. C -476 WITH A MAXIMUM AGGREGATE SIZE OF 3/8 IN. AND A MINIMUM COMPRESSIVE STRENGTH OF 3,000 P.S.I. GROUT TESTS SHALL BE CONDUCTED IN ACCORDANCE WITH A.C.I. 530. d. REINFORCED MASONRY SHALL HAVE A STRENGTH F'm =1500 P.S.I. F'm IS THE COMPRESSIVE STRENGTH OF THE MASONRY AT 28 DAYS AS DETERMINED BY PRISM TESTS. 3. ALL VERTICAL REINFORCEMENT FOR CONCRETE MASONRY SHALL BE A.S.T.M. A -615, GRADE 60. ALL SPLICES SWILL BE LAPPED 48 BAR DIAMETERS MINIMUM. 4. REINFORCED MASONRY WALLS SHALL HAVE BOND BEAMS AT BOTTOM OF WALLS NOT DOWELED INTO CONCRETE FOUNDATIONS, AT EACH FLOOR LEVEL. AT ROOF LEVEL, AT TOP OF WALLS, AT MAXIMUM SPACING OF 10 FEET AND AS INDICATED IN THE DRAWINGS. BOND BEAM REINFORCING SHALL EXTEND INTO AND BE CONTINUOUS WITH INTERSECTING BOND BEAMS. FILL BOND BEAMS WITH COARSE GROUT. 5. CONCRETE MASONRY WALLS, UNLESS OTHERWISE INDICATED, SHILL HAVE LADUR TYPE HORIZONTAL JOINT REINFORCEMENT MADE OF 9 GAUGE SIDE AND INTERMEDIATE BARS OF COLD DRAWN STEEL WIRE MEETING THE REQUIREMENTS OF A.S.T.M. A -82, AS MANUFACTURED BY "DUR -O -WALL CORPORATION" OR EQUIVALENT. HORIZONTAL JOINT REINFORCEMENT SHALL BE PLACED AT 16 INCHES O.C. VERTICALLY U.O.N., 2 COURSES ABOVE AND BELOW OPENINGS (EXTENDING 2 FEET BEYOND OPENING EDGE). AND SHALL HAVE A HOT DIP GALVANIZED FINISH IN ACCORDANCE WITH A.S.T.M. A153 - CLASS B -2. INTERMEDIATE BAR SPACING SHALL BE 16 INCHES O.C. 6. FILL BLOCK CORES CONTAINING REINFORCEMENT FULL WITH GROUT. CROSS WEBS CONTAINING REINFORCEMENT ARE TO BE MORTAR BEDDED. 7. THE BASE OF EACH CELL IN WHICH A VERTICAL BAR IS PLACED SHALL HAVE A CLEAN -OUT HOLE OF SIZE 2" BY 3" MINIMUM. S. PRIOR TO GROUTING CELLS, BARS AND CELLS MUST BE INSPECTED. 9. THE BEARING BLOCK BENEATH BEAMS OR OTHER CONCENTRATED LOADS SHALL BE GROUTED SOLID FOR A WIDTH OF AT LEAST 2' -0" AND A DEPTH OF AT LEAST 3 COURSES (2' -0') MINIMUM. 10. AT MASONRY WALLS: PROVIDE ONE (1) #5 VERTICAL REINFORCING BAR AS FOLLOWS: a. AT CORNERS, b. WITHIN 16 INCHES OF EACH SIDE OF WALL OPENINGS, c. WITHIN 8 INCHES OF EACH SIDE OF CONTROL JOINTS, d. WITHIN 8 INCHES OF ENDS OF WALLS. PROVIDE TWO (2) #5 REINFORCING BARS AS FOLLOWS: e. HORIZONTAL IN BOND BEAMS AT BOTTOM OF WALLS NOT DOWELED INTO CONCRETE FOUNDATIONS, AT EACH FLOOR LEVEL.. AT ROOF LEVEL AND AT TOP OF WALLS. f. HORIZONTAL IN BOND BEAMS ABOVE AND BELOW MASONRY OPENINGS. EXTEND BOND BEAMS 40 BAR DIAMETERS EACH SIDE OF OPENINGS. 11. AT MASONRY WALLS PROVIDE A MINIMUM VERTICAL REINFORCEMENT OF #504' -0" U.O.N. 12. REINFORCED MASONRY PIERS /PILASTERS SHALL HAVE 3/16 INCH DIAMETER. MILL GALVANIZED, CLOSED WIRE TIES AT 8 INCHES O.C. VERTICALLY UNLESS NOTED OTHERWISE. 13. BONDING METHODS, TIES, LINTELS AND ACCESSORIES SHALL BE APPROVED BY THE ENGINEER. 14. MASONRY OPENINGS MORE THAN 16 INCHES WIDE IN NEW OR EXISTING CONSTRUCTION REQUIRE LINTELS. OPENINGS IN MASONRY SHAH_ HAVE LINTELS IN ACCORDANCE WITH THE FOLLOWING SCHEDULE UNLESS OTHERWISE INDICATED: MAX. OPENING 4"THICK WHERE THERE IS A CONFLICT BETWEEN 8" THICK BAR SIZE 3' -0"1 -1_3 1/20 1 /2x1 /4 2-0 1/20 1/20/4 4' -0"1 -L43 1/20/4 2-L43 1/20/4 5' -0"1 -L4x3 1/2x5/16 2-L4x3 1/2x5/16 6' -0"1 -L5x3 1/2x5/16 2-L5x3 1/2x5/1 6 7' -0"1 -L6x3 1/20/8 2-L6x3 1/20/8 FOR WALLS LARGER THAN THE ABOVE THICKNESSES. USE MULTIPLES OF THE ABOVE PIECES. LINTELS SHALL BE 1' -4" LONGER THAN MASONRY OPENINGS. LONG LEGS SHALL BE VERTICAL. WHERE LINTEL ABUTS COLUMNS OR WALLS, PROVIDE CONNECTION TO SUCH. SUBMIT SHOP DRAWINGS OF CONNECTION DETAIL FOR APPROVAL. 15. OPENINGS FOR, OR AROUND. UTILITIES, DUCTS, AND STRUCTURAL MEMBERS SHALL BE FILLED IN WITH MASONRY. 16. WHERE MASONRY PARTITION WALLS EXTEND TO DECK /FLOOR /ROOF OR AROUND STRUCTURAL MEMBERS AN APPROPRIATE CLEARANCE (1" MIN. - 2" MAX.) SHALL BE PROVIDED TO PREVENT TRANSFER OF GRAVITY LOADS INTO PARTITIONS. GAPS SHILL BE SEALED FOR FIRE SEPARATION AND /OR SOUND TRANSMISSION AS INDICATED ON ARCHITECTURAL DRAWINGS. LATERAL BRACING OF TOP OF PARTITION SHALL BE AS SHOWN ON DRAWINGS. 17. ADEQUATE TEMPORARY BRACING FOR WIND AND CONSTRUCTION LOADS SHALL BE PROVIDED AT ALL TIMES DURING INSTALLATION OF MASONRY UNTIL SUCH TIME AS THE MASONRY HAS REACHED ITS DESIGN STRENGTH AND THE STRUCTURE IS IN ITS COMPLETED FORM. DESIGN, STAGING AND INSTALLATION OF TEMPORARY BRACING SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. MINIMUM MASONRY BRACING REQUIREMENTS SHALL BE AS INDICATED IN "STANDARD PRACTICE FOR BRACING MASONRY WALLS UNDER CONSTRUCTION" AS PREPARED BY THE COUNCIL FOR MASONRY WALL BRACING. 18. MASONRY ANCHORS SWILL BE 1/2-INCH DNA., HILTI HIT HY -20 MASONRY ANCHORS W/ SCREEN TUBES UNLESS INDICATED OTHERWISE. MIN. ANCHOR LENGTH IS 3 1/8 0 . AWEMARLE COUNTY SERVICE AUTHORITY RED HILL WATER SYSTEM DESIGN CRITERIA FLOOR LIVE LOAD: EQUIPMENT AREAS: 250 P.S.F. OR 3 KIPS OONCENTRATED OFFICE do PERSONNEL ASSEMBLY AREAS: 100 P.S.F. OR 2 KIPS CONCENTRATED STAIRS do EXITS: 100 P.S.F. OR 0.3 KIPS CONCENTRATED WALKWAYS & ELEVATED PLATFORMS: 60 P.S.F. ROOF SNOW LOAD: GROUND SNOW (Pg): 25 P.S.F. FLAT ROOF SNOW (Pf): 20 P.S.F SNOW EXPOSURE (Ce): 0.9 SNOW THERMAL (Ct): 1.0 SNOW IMPORTANCE (Is): 1.0 WIND LOAD: BASIC WIND SPEED: 110 M.P.H. WIND IMPORTANCE: 1.15 WIND EXPOSURE: "C" HEIGHT do EXPOSURE COEFFICIENT: VARIES NET DESIGN PRESSURES MWFRS: VARIES NET DESIGN PRESSURES COMPONENTS dt CLADDING: VARIES EARTHQUAKE-- SEISMIC USE GROUP: I BUILDING CATEGORY: 11 SEISMIC IMPORTANCE (le): 1.25 So: 0.301 S 1: 0.085 Sds: 0.312 Sd 1: 0.136 SITE CLASS: SEISMIC DESIGN CATEGORY (SDC): "C" BASIC SEISMIC FORCE RESISTING SYSTEM: VARIES RESPONSE MODIFICATION COEFFICIENT (R): VARIES RESPONSE MODIFICATION COEFFICIENT (Cs): VARIES DESIGN BASE SHEAR: VARIES ANALYSIS: EQUIVALENT LATERAL FORCE PROCED TENSION DEVELOPMENT AND LAP SPLICE LENGTHS F'c- 4000psi SIZE 10.WHERE THERE IS A CONFLICT BETWEEN LOCATION OF COLUMN VERTICAL. BARS AND BEAM BAR SIZE ONCR•MM c in.) TOP BARS IN) HORIZONTAL BARS, THE COLUMN BARS SHALL REMAIN IN THEIR DESIGNATED POSITIONS CLASS B CLASS B AND BEAM BARS LOCATIONS SHALL BE ADJUSTED. CLASS B 11.REINFORCEMENT SHALL BE CONTINUOUS THROUGH CONSTRUCTION JOINTS UNLESS 16 12 16 OTHERWISE SHOWN. 0.75 60 78 12.COLUMN DOWELS SHALL BE SET AND POSITIONED SO AS TO BE ENCLOSED BY THE 1.00 12 16 COLUMN TIES. 16 1.00 50 13.PROVIDE DOWELS FROM FOUNDATION TO MATCH BAR SIZE AND NUMBER OF REINFORCING 1.50 12 16 IN THE SUPPORTED ELEMENT, UNLESS NOTED OTHERWISE. 1.50 37 14.REINFORCEMENT SHALL NOT BE TACK WELDED OR HEATED FOR BENDING. 2.00 12 15.INSTALLATION OF REINFORCEMENT SHALL BE COMPLETED AT LEAST 24 HOURS PRIOR TO 2.00 33 43 THE SCHEDULED CONCRETE PLACEMENT. NOTIFY ENGINEER OF COMPLETION AT LEAST 33 2.50 12 24 HOURS PRIOR TO THE SCHEDULED COMPLETION OF THE INSTALLATION OF 16 2.50 33 REINFORCEMENT. 25 32 R IS A VIOLATION OF In FOR ANY PERSON,TINS DIIwm la Mown AT TIE SCALE MICa11ED N 11E WU HOCK. 24 15 UNLESS ACING UNDER TIE DMIMN OF A MIACClWoES; N 11E STATED SCALE MAY SE MIIIODUCED WHEN DRAM M SCALE 9M N THE 1RlE 0.75 l UCOM DW*ER TO ALJER NSI DWAlOfl:AK PEPIIOD M NY ANY LEN& USE TIE W PN IC 74 1.00 O Z 20 IL= TO DEIEIMIE TIE ACIWIL SCALE OF INS DIIMNM 16 1.00 80 48 62 1.50 O ROBERT BRODOWSKI RFB 12 16 1.50 V IN CHARGE OF 36 2.00 Lic. N 04 973 20 12 IND.Pro / w DESIGNED By BRC CHECKED BY RFB NOT TO SCALE 38 2.50 15 20 12 16 2.50 37 DRAWN BY 29 38 5 0.75 28 36 DATE REVISION INIT. 2007 0 OBRIEN a GERE, INC. AWEMARLE COUNTY SERVICE AUTHORITY RED HILL WATER SYSTEM DESIGN CRITERIA FLOOR LIVE LOAD: EQUIPMENT AREAS: 250 P.S.F. OR 3 KIPS OONCENTRATED OFFICE do PERSONNEL ASSEMBLY AREAS: 100 P.S.F. OR 2 KIPS CONCENTRATED STAIRS do EXITS: 100 P.S.F. OR 0.3 KIPS CONCENTRATED WALKWAYS & ELEVATED PLATFORMS: 60 P.S.F. ROOF SNOW LOAD: GROUND SNOW (Pg): 25 P.S.F. FLAT ROOF SNOW (Pf): 20 P.S.F SNOW EXPOSURE (Ce): 0.9 SNOW THERMAL (Ct): 1.0 SNOW IMPORTANCE (Is): 1.0 WIND LOAD: BASIC WIND SPEED: 110 M.P.H. WIND IMPORTANCE: 1.15 WIND EXPOSURE: "C" HEIGHT do EXPOSURE COEFFICIENT: VARIES NET DESIGN PRESSURES MWFRS: VARIES NET DESIGN PRESSURES COMPONENTS dt CLADDING: VARIES EARTHQUAKE-- SEISMIC USE GROUP: I BUILDING CATEGORY: 11 SEISMIC IMPORTANCE (le): 1.25 So: 0.301 S 1: 0.085 Sds: 0.312 Sd 1: 0.136 SITE CLASS: SEISMIC DESIGN CATEGORY (SDC): "C" BASIC SEISMIC FORCE RESISTING SYSTEM: VARIES RESPONSE MODIFICATION COEFFICIENT (R): VARIES RESPONSE MODIFICATION COEFFICIENT (Cs): VARIES DESIGN BASE SHEAR: VARIES ANALYSIS: EQUIVALENT LATERAL FORCE PROCED TENSION DEVELOPMENT AND LAP SPLICE LENGTHS F'c- 4000psi SIZE ONCR' c in.) TOP BARS IN) OTHER BARS (IN)BAR SIZE ONCR•MM c in.) TOP BARS IN) OTHER BARS (IN) CLASS CLASS B CLASS B CLASS B CLASS B 3 0.75 12 16 12 16 7 0.75 60 78 46 60 1.00 12 16 12 16 1.00 50 65 38 50 1.50 12 16 12 16 1.50 37 48 28 37 2.00 12 16 12 16 2.00 33 43 25 33 2.50 12 16 12 16 2.50 33 43 25 32 4 0.75 19 24 15 20 8 0.75 74 96 57 74 1.00 15 20 12 16 1.00 62 80 48 62 1.50 15 20 12 16 1.50 47 61 36 47 2.00 15 20 12 16 2.00 37 48 29 38 2.50 15 20 12 16 2.50 37 48 29 38 5 0.75 28 36 21 28 f9 0.75 90 117 69 90 1.00 22 29 17 22 1.00 76 99 58 76 1.50 19 25 15 20 1.50 57 74 44 57 2.00 19 25 15 20 2.00 46 60 36 47 2.50 19 25 15 20 2.50 42 54 32 42 6 0.75 37 48 29 38 10 0.75 108 140 83 108 1.00 31 40 24 31 1.00 92 120 70 92 1.50 22 29 17 22 1.50 70 91 54 70 2.00 22 29 17 22 2.00 57 74 44 57 2.50 22 29 17 22 2.50 48 62 37 48 NOTES: 1. TABULATED VALUES ARE BASED ON GRADE 60 REINFORCING BARS AND NORMAL- WEIGHT CONCRETE. 2. TENSION DEVELOPMENT LENGTHS AND TENSION LAP SPLICE LENGTHS ARE CALCULATED PER ACI318 -02, SECTIONS 12.2.3 AND 12.15 RESPECTIVELY. 3. LAP SPLICE LENGTHS ARE MULTIPLES OF TENSION DEVELOPMENT LENGTHS: CLASS A = 1.OLd AND CLASS B - 1.3Ld (ACI 318 -02. SECTION 12.15.1). 4. CENTER -TO- CENTER SPACING OF BARS IS ASSUMED TO BE GREATER THAN TWICE THE CONCRETE COVER PLUS ONE BAR DIAMETER, SO THAT THE VALUE OF "c" IS GOVERNED BY CONCRETE COVER RATHER THAN BY BAR SPACING.. 5. TOP BARS ARE HORIZONTAL BARS WITH MORE THAN 12 IN. OF CONCRETE COVER CAST BELOW THE BARS. 6. FOR LIGHTWEIGHT CONCRETE, MULTIPLY THE TABULATED VALUES BY 1.3. adZS'loTtrtr STRUCTURAL PUMP STAITION GENERAL NOTES FILE NO. 6643.41381 -S001 DATE S -1 APRIL. 11 2008 2 CL oS 3 0 3 S I t ROBERT BRODOWSKI -V Lie. N 04 973 Of tom, spIVA_Lv 1 1 S -3 41 FOUNDATION & SLAB PLAN SCALE: 1/2" - 1' -0" PLAN NOTES: 1. COORDINATE WALL OPENING FOR TANK WITH MECHANICAL. DRAWINGS. AND TANK SUPPLIED. 2. TOP OF FOUNDATION WALL ELEV.- 648.50' U.O.N. 3. WALL FOOTING (W-1) SHALL BE 2'- 0 "x1' -0" W/ (3) — #5 CONT. 15' -4" 5 I H.P. 648.50' 4C. SLAB T /FND EL. 646.00' TYP•) Iti i op-1 L 1 — 00 ao 3 3" r" ROOF FRAMING PLAN SCALE: 1/2" - 1' -0" Ica= WEB DIAGONAL BRACING (WD) SWILL BE 362S162 -68 CFMF CONNECTED TO TRUSS WEB W/ (3) 1/4-14 TEK SCREWS AT EACH TRUSS MEMBER. BOTTOM CHORD DIAGONAL. BRACING (0=) SHALL BE 362S162 -66 CFMF CONNECT TO EACH TRUSS BOTTOM CHORD W/ (2) 1/4-14 TEK SCREWS PER TRUSS. CONTINUOUS HEEL BRACING (CM) SHALL BE CS16 16 GAL. X 1 J" CONTINUOUS STRAPPING AS MANUFACTURED BY SIMPSON STRONG —TIE. ATTACH TO EACH TRUSS W/ (2) #12 TEK SCREWS. PLACE STRAPPING UNDER ROOF SHEATHING. HEEL BLOCKING (H6) SHALL BE 12 GA, BENT PLATE EXTENDING FROM TRUSS TO TRUSS. ATTACH PLATE TO EXISTING ROOF DECK/TRUSS BLOCKING W/ #12 TRUEGRIP SCREW W/ 3/4" EMBEDMENT O 8" 0 /C. CUP BLOCKING PLATE TO EACH TRUSS. ATTACH ROOF DECK TO BLOCKING PLATE W/ DESIGNATED ROOF SHEATHING FASTENERS O 12" O.C. BOTTOM CHORD BRACING (MB) SHALL BE 362S162 -68 CFMF CONNECT EACH TRUSS BRACE TO TRUSS BOTTOM CHORD W/ 2) 1/4-14 TEK SCREWS PER TRUSS. 1" N 9 me 12 GA BENT PL. CONT. 4 12 PLAN NOTES: 1. PERMANENT TRUSS BRACING IS REQUIRED FOR STABILITY OF THE STRUCTURAL ROOF SYSTEM. REMOVAL OR ALTERATION OF BRACING MEMBERS SWILL NOT BE ALLOWED. 2. COORDINATE QUANTITY AND LOCATION OF PERMANENT WEB BRACING & WEB DIAGONAL BRACING W/ TRUSS DESIGNS. U.O.N. BY TRUSS DESIGNER. AS A MINIMUM. PROVIDE THE NUMBER OFROWSOFBRACINGINDICATEDONPLAN, LOCATED AT CENTER POINT OF COMPRESSION WEBS. 3. TEMPORARY CONSTRUCTION BRACING SHALL BE PROVIDED BY THE ROOF TRUSS ERECTOR AS FOLLOWS: A. TOP CHORD LATERAL BRACE: 362S 162 -68 AT 6' -0" O.C. MAX. CONNECT TO TRUSS W/ (2)- 1/4 "/14 TEK SCREW PER TRUSS. PROVIDE 1 AT EACH WALL & 1 AT EACH SIDE OF T.C. BREAK. B. TOP CHORD DIAGONAL BRACE: 362S 162 -68 AT 10' -0" O.C. MAX. CONNECT TO TRUSS W/ (4)- 1/4 " -14 TEK SCREWS PER TRUSS. DO NOT SPLICE DIAGONAL MEMBERS * C. BOTTOM CHORD LATERAL BRACE; 362S 162 -68 AT 10' -0" O.C. MAX. CONNECT TO TRUSS W/ (2)- 1/4 "/14 TEK SCREWS PER TRUSS. D. BOTTOM CHORD DIAGONAL BRACE: 362S 162 -68 AT 10' -0" O.C. MAX. CONNECT TO TRUSS W/ (2)- 1/4 "/14 TEK SCREWS PER TRUSS. DO NOT SPLICE DIAGONAL MEMBERS * 4. SPLICES IN HORIZONTAL LATERAL BRACES SWILL EXTEND OVER TWO TRUSS MINIMUM. 5. TEMPORARY BRACING MAYBE BE USED AS PERMANENT BRACING WHERE MEMBER SIZE. SPACING LOCATION AND ATTACHMENT MEETS OR EXCEEDS REQUIREMENTS OF PERMANENT BRACING. 6. 11FI-1 SWILL BE It 7" x 3/4" x 0' -7" W/ (2)-1/2" HEADED STUDS. (`TYP.) 7. METAL ROOF DECK SHALL BE GALVANIZED 1 1/2" TYPE B. 20 GA. DECK. DECK TO BE ATTACHED TO SUPPORTS WITH #10 TEK SCREWS USING 36/7 PATTERNS. FASTEN SIDE LAPS WITH #10 TEK SCREWS, 4 PER SPAN. R IS A M A M OF LAW FOR ANY PERSON, 7MS ORAMNIO WAS PI AIM 9 IM SCALE INDICATED IN 7M: ME BLOCK IJN<ESS AC7NIC LWO 7FE DIF EMM OF A NIAm M 7w STATED SCALE MAY K MMOMM *0 MOW L ,— LICOISED 040NEM 70 AM THIS DOMM U ME I IRMCM NN ANY MEMM. UK 7NE GRAB C SCALE W M 7NE TLE W SM 10 DEE MME W XPJPL SOME OF 7MS olwMNC. ALBEMARLE COUNTY SOME AUTHORITY STRUCTURAL FILE No. FIN CHARGE OF RFB RED HILL WATER SYSTEM PUMPING STATION d643.413>3q-SOO2BRCRFB 1/2 I -On 0 DATE s _ 2 DESIGNED BY CHECKED BY APRIL. 11RAEPLANS N0. DATE REVISION INIT.DRAWN BY 2007 0 asREN a cam, INC. I 5024" VERT.op 4 SPACES AT 3' -9 1/2" - 15' -2" 2L— L3.5x3.5x5 16 CMW SEE NOTE 5 I I I I WALL I I i I I T /LINTEL EL. 659.83' I WD I I I I I I i Bm we I I I I I I I I I I LT. GAGE METAL ROOF TRUSS (TYP.) 5024" VERT. T/WALL EL. 659.83' ROOF FRAMING PLAN SCALE: 1/2" - 1' -0" Ica= WEB DIAGONAL BRACING (WD) SWILL BE 362S162 -68 CFMF CONNECTED TO TRUSS WEB W/ (3) 1/4-14 TEK SCREWS AT EACH TRUSS MEMBER. BOTTOM CHORD DIAGONAL. BRACING (0=) SHALL BE 362S162 -66 CFMF CONNECT TO EACH TRUSS BOTTOM CHORD W/ (2) 1/4-14 TEK SCREWS PER TRUSS. CONTINUOUS HEEL BRACING (CM) SHALL BE CS16 16 GAL. X 1 J" CONTINUOUS STRAPPING AS MANUFACTURED BY SIMPSON STRONG —TIE. ATTACH TO EACH TRUSS W/ (2) #12 TEK SCREWS. PLACE STRAPPING UNDER ROOF SHEATHING. HEEL BLOCKING (H6) SHALL BE 12 GA, BENT PLATE EXTENDING FROM TRUSS TO TRUSS. ATTACH PLATE TO EXISTING ROOF DECK/TRUSS BLOCKING W/ #12 TRUEGRIP SCREW W/ 3/4" EMBEDMENT O 8" 0 /C. CUP BLOCKING PLATE TO EACH TRUSS. ATTACH ROOF DECK TO BLOCKING PLATE W/ DESIGNATED ROOF SHEATHING FASTENERS O 12" O.C. BOTTOM CHORD BRACING (MB) SHALL BE 362S162 -68 CFMF CONNECT EACH TRUSS BRACE TO TRUSS BOTTOM CHORD W/ 2) 1/4-14 TEK SCREWS PER TRUSS. 1" N 9 me 12 GA BENT PL. CONT. 4 12 PLAN NOTES: 1. PERMANENT TRUSS BRACING IS REQUIRED FOR STABILITY OF THE STRUCTURAL ROOF SYSTEM. REMOVAL OR ALTERATION OF BRACING MEMBERS SWILL NOT BE ALLOWED. 2. COORDINATE QUANTITY AND LOCATION OF PERMANENT WEB BRACING & WEB DIAGONAL BRACING W/ TRUSS DESIGNS. U.O.N. BY TRUSS DESIGNER. AS A MINIMUM. PROVIDE THE NUMBER OFROWSOFBRACINGINDICATEDONPLAN, LOCATED AT CENTER POINT OF COMPRESSION WEBS. 3. TEMPORARY CONSTRUCTION BRACING SHALL BE PROVIDED BY THE ROOF TRUSS ERECTOR AS FOLLOWS: A. TOP CHORD LATERAL BRACE: 362S 162 -68 AT 6' -0" O.C. MAX. CONNECT TO TRUSS W/ (2)- 1/4 "/14 TEK SCREW PER TRUSS. PROVIDE 1 AT EACH WALL & 1 AT EACH SIDE OF T.C. BREAK. B. TOP CHORD DIAGONAL BRACE: 362S 162 -68 AT 10' -0" O.C. MAX. CONNECT TO TRUSS W/ (4)- 1/4 " -14 TEK SCREWS PER TRUSS. DO NOT SPLICE DIAGONAL MEMBERS * C. BOTTOM CHORD LATERAL BRACE; 362S 162 -68 AT 10' -0" O.C. MAX. CONNECT TO TRUSS W/ (2)- 1/4 "/14 TEK SCREWS PER TRUSS. D. BOTTOM CHORD DIAGONAL BRACE: 362S 162 -68 AT 10' -0" O.C. MAX. CONNECT TO TRUSS W/ (2)- 1/4 "/14 TEK SCREWS PER TRUSS. DO NOT SPLICE DIAGONAL MEMBERS * 4. SPLICES IN HORIZONTAL LATERAL BRACES SWILL EXTEND OVER TWO TRUSS MINIMUM. 5. TEMPORARY BRACING MAYBE BE USED AS PERMANENT BRACING WHERE MEMBER SIZE. SPACING LOCATION AND ATTACHMENT MEETS OR EXCEEDS REQUIREMENTS OF PERMANENT BRACING. 6. 11FI-1 SWILL BE It 7" x 3/4" x 0' -7" W/ (2)-1/2" HEADED STUDS. (`TYP.) 7. METAL ROOF DECK SHALL BE GALVANIZED 1 1/2" TYPE B. 20 GA. DECK. DECK TO BE ATTACHED TO SUPPORTS WITH #10 TEK SCREWS USING 36/7 PATTERNS. FASTEN SIDE LAPS WITH #10 TEK SCREWS, 4 PER SPAN. R IS A M A M OF LAW FOR ANY PERSON, 7MS ORAMNIO WAS PI AIM 9 IM SCALE INDICATED IN 7M: ME BLOCK IJN<ESS AC7NIC LWO 7FE DIF EMM OF A NIAm M 7w STATED SCALE MAY K MMOMM *0 MOW L ,— LICOISED 040NEM 70 AM THIS DOMM U ME I IRMCM NN ANY MEMM. UK 7NE GRAB C SCALE W M 7NE TLE W SM 10 DEE MME W XPJPL SOME OF 7MS olwMNC. ALBEMARLE COUNTY SOME AUTHORITY STRUCTURAL FILE No. FIN CHARGE OF RFB RED HILL WATER SYSTEM PUMPING STATION d643.413>3q-SOO2BRCRFB 1/2 I -On 0 DATE s _ 2 DESIGNED BY CHECKED BY APRIL. 11RAEPLANS N0. DATE REVISION INIT.DRAWN BY 2007 0 asREN a cam, INC. I 1 n a8 r BENT PL (TYP.) 1 I:= B r- t 8 CI PLAN DOWEL SIZE ANI SHALL MATCH C REINF. FINISHED GF til 0 r V ROBERT BRODOWSKI Lic. No. 2 13 Sl V R 6 A VIOLAI= OF LAN FOR ANY POEM L ESS ACIM MR 1FE O=IION OF A uoE m Emotimt. 10 ALm THS Domooff. IN CHARGE OF RFB DESIGNED BY BRC CHECKED BY RFB DRAWN BY RAE TFNS OIMM W WS PI EPMED AT ?FE SCALE NNICAM N 11E ME NLOM NM=NMOES N TIE STATED SCALE WAY BE XTRO UCED WHEN DIMMMOS ARE IEPRONOW NK ANY LEANS. UK ?!E QWN C SCALE MR N 7 E ME K=10 DEMNNE 1IE ACTUAL SCALE OF ,FNS O MM 2'x8' WOOD BLOCKIP ITCHED W/ 1/2 DIA. T ANCHORS W/ 6" EDMENT O 2' -0" O.0 ARCH. DET. A ON A- G oe NO. I DATE I REVISION j INIT. 2007 0 OWWN a cERE, INC. SECTION r2 SCALE: 'S -2 ALBEMARLE COUNTY SERVICE AUTHORITY RED HILL WATER SYSTEM STRUCTURAL PUMP STATION SECTIONS TSUC5 ATTACHMENT 1 — #10 TEK SCREWS 4D (5) #10x1 -1/2" WOOD SCREWS PER YP.) Tl-- FILE NO. 6643.41381 —S00 DATE APRIL. 11 2008 S -3 rTTF-) ........... I - - `/ ASPHALT IMPREGNATED FIBER BOARD 1/4 JOINT I PROTECTION BELOW GRi OU SW FACE c TYPE THREE JOINT SEAL t CUT ALT. HORIZ. REINF. E.F. MONOLITHIC INTERSECTION FIRST POUR CONTRACTION JOINT DETAIL AT NON— LIQUID RETAINING STRUCTURE W NOT TO SCALE DETAIL NOTES: 1. MAXIMUM SPACING BETWEEN JOINTS, 25 FEET O.C. 2. DETAIUNG OF CONCRETE REINFORCING SHALL NOT BEGIN UNTIL THE CONTRACTOR PROVIDES THE FABRICATOR WITH A FINAUZED JOINT LAYOUT THAT HAS BEEN REVIEWED BY THE ENGINEER. 3. STAGGER WALL AND SLAB /FOOTING CONSTRUCTION JOINTS 4' -0 MINIMUM. APPLY CURING COMPOUND TO SLAB EDGE IMMEDIATELY AFTER FORM IS REMOVED LUBRICATE THIS END OF DOWEL N r--j " xx i N x \ f , L/2 L/2 SECOND POUR TOTAL DOWEL LENGTH "L" SLAB —ON —GRADE CONSTRUCTION JOINT DOWEL SCHEDULE SLAB DEPTH "X IN.) DOWEL DLk IN.) TOT. DOWEL LENGTH (IN.) L ENTER TO ENTER (IN.) 5 -6 3/4 16 12 7 -8 1 18 12 r - 9-71,1 1/4 18 12 SLAB —ON —GRADE CONSTRUCTION JOINT DETAIL NOT TO SCALE 3/4" CHAMFER AT EXPOSED CORNERS MA 6- I 1 Z o PLACE VERTICAL BARS AT BENDS MI CORNER BAR Li END BAR g o .z TYPE 3 JOINT 24 BAR DIA.) SEAL ro 16 MIN. I N TANK SADDLE T /PIER EL. 649.83' 4) — #4 TIES AT3 "O.C. mum BAR 10' -0 MIN 15' -0 MAN N o z o m N i I l" DIA. F1554 -36 HEADED ANCHOR RODS W/ 12 MIN. EMBEDMENT (TYP.) 1'44" 18) — #6 VERT. BARS FINISHED GRADE w #4 TIES AT 10" O.C. I a CONTRACTION JOINT (TYP.) SCHEMATA HORIZONTAL 3 C BUILDING WALL JOINT & REINF. DETAIL 0 8 NOT TO SCALE ,I I DETAIL NOTES: 1. CORNER, INTERSECTION, AND END WALL REINFORCING SHALL BE SAME SIZE AND SPACING AS HORIZONTAL REINFORCING U.O.N. WHERE REINFORCING IS NOT THE SAME IN EACH WALL THE HEAVIER REINFORCING SHALL EXTEND AROUND THE CORNER. 2. LAP SPLICE CLASS "B" TOP BAR LAP SPLICE. to 3. STAGGER WALL AND FOOTING CONSTRUCTION JOINTS 4' -0" MINIMUM. O THE MAXIMUM DISTANCE BETWEEN WALL JOINTS SWILL NOT EXCEED X5012 E.W.,O c B 4' -0"T do Z 25' IN LENGTH. SECTION 1 001 DKSCALENTIES p' R IS A VIDlAl10N OF LAIN FOR IWr PER90N, THIS ORIIMW WS PIEFAIED AT 11E SCALE NDICAIED N 1HE ME eDCK. r U SCAM S -2 I IiESS AM= LMM 7W Drm I OF A ov=WclES TMM WAY NfIt10DIJCED R#MA=o rZ uco D QroaE 70 Am ells Doan m RrrSOOl n Of MY Iws. UK WE oR lac xx W ME . OM 10 DEFUME IM WJAL SM of TdS CROW O R B BRODOWSKI V L . No. 2 73 IN CHARGE OF BRC i /d W 3/4 =1 —0 .. O DESIGNED BY BRC CHECKED BY RFB1% s NAL DRAWN BY RAE IND. DATE REVISION INT. zoos o aeRN a cam, INC. 6" 0 i 12" COMPACTED STONE BASE ALBEMARLE COUNTY SERVICE MTHORITY RED HILL WATER SYSTEM STRUCTURAL PUMP STAITION SECTIONS & DETAILS dBlzOo8 6(r FILE NO. 6W.41301 —SOD DATE APRIL.. 11 2008 S -4 SECTION K2 SCALE: 1 v:0 S -2 I t O INN 5 N cr- 3 B Ir t VO ROBERT BRODOWSKI Lic. Na. 042973 dG 461i /md i' 7 10 \!.'!L'. CMU GLES AT 16 "O.C.T&9 GRIND BOT. WELDS FLUSH NOT TO SCALE DETAIL NOTE 1. INSTALL UNDER SHORED CONDITIONS ONLY. CMU INSTALL CMU VERTICAL REINF. AND STUDS IN SAME CORES. EXTEND VERTICAL REINF. TO TOP OF WF 3/4" DIA. x 6" LG. STU ANCHORS AT 2' -0" O.C. SOLID MASONRY UNITS 2 5/8" MIN. THICKNESS STEEL LI NTEL DETAILS DOUBLE ANGLE OR WIDE FLG. LINTEL — 8 " BEARING TYP•)3/16 V 4 BEARING PL. SEE LOOSE BEARING PLATE DETAIL do SCHEDULE ON SHEET S- 3 2) —3/4" DIA. x 6" LG. STUDS CENTERED ON BEARING PLATE. MASONRY OPENING STEEL LINTEL BEARING DETAIL NOT TO SCALE CMU 12' - 8" ROOF TRUSS CONFIGURATION SCALE: 1 " - 1' -0" POLYURETH JOINT SEALANT BACK UP MATERIAL CMU BOND BREAKER OR SMOOTH SURFACE FLOOR SLAB EDGE OF SLAB BEYOND BOTTOM do SIDES MAIN SLAB REINF.--72 3/4" CHAMFER i z L ISOLATION JOINT MAT U ML TYP•) ISOLATION JOINT DETAIL FOR SLAB ON GRADE NOT TO SCALE DETAIL NOTES: 1. WEB CONFIGURATIONS SHOWN ARE SCHEMATIC. FINAL LOCATIONS AND CONFIGURATIONS SHALL BE PROVIDED BY TRUSS FABRICATOR. 2. THE TRUSS MANUFACTURER SHALL SUBMIT SHOP DRAWINGS FOR TRUSS WORK PRIOR TO THE START OF FABRICATION. 3. SEE DRAWING S -1 FOR DESIGN LOADS. 4. COORDINATE LENGTH OF TOP CHORD EXTENSION AT ROOF OVERHANG WITH ARCHITECTURAL DRAWINGS. PROVIDE REINFORCED TOP CHORD WHERE REQUIRED. 5. q CMU — CENTERLINE OF 8" CMU BEARING WALL. TERMINATE REINF. BARS 1 " 2 INCHES FROM EACH END • GRADE WALL OROFTHRESHOLD (tiYP.) GRADE BEAM PEDESTRIAN DOOR THRESHOLD DETAIL NOT TO SCALE DETAIL NOTES: 1. THIS DETAIL IS TYPICAL FOR SLAB THICKNESS' OF 8 INCHES OR MORE. R IS A VKXA71M OF LAW FOR AI1r PERM TM DRUM WS PQEI NI D AT 71E SCALE NNICATED N 7N: TRL.E BLOCK. MESS A1L.YW LOW 71E DNECf10N OF A MIACClN1RM N THE SMED SCALE MAY BE NIROOUCED WHOI DRAINNM UCOGED QIONMX 70 ALTER 7FNS 0OCI4E1If. ARE REPRODUCED BY AW MEWS. USE 7NE GIMPING SCALE BAR N 71E ME i BLOCK 7O DEMMAE 7NE AMK SCALE OF 7NS DRINK.. FN CHARGE OF RFB DESIGNED BY BRC CHECKED BY RFB DRAWN BY RAE 1 " =1' -0" 200 ©o'sRN d. cRE, urc. ALBEMARLE COUNTY SERVICE AUTHORITY RED HILL WATER SYSTEM STRUCTURAL PUMP STATION D 81 -SO05FDAME S -5 1 20080. N DATE REiASION IN IT. VARIES 8" MIN.) 2CL 18 h 00 O IH I1 PANEL NO.: PP -1 MOUNTING: SURFACE APPLICATION: POWER PANEL PANEL TYPE: SEE SPECIFICATIONS LOCATION: WELL HOUSE MOTOR STARTER AUXILIARY PHASE / FREQUENCY: 3 00 HZ ABOVE FINISHED FLOOR L-L VOLTS: 240 MOTOR CIRCUIT L-N VOLTS: 120 CONTACT, N.O. OR N.C. BUSBAR AMPS: 225 APPROXIMATELY FAULT CURRENT RATING: 18,000 PROTECTOR MAIN CB AMPS: 200 PANEL NOTES: EQUIPPED WITH GROUND BUS EMERGENCY LIGHTING UNIT b_1 j EQUIPPED WITH FULL SIZE NEUTRAL BUS 6V PAR36 2OW SEALED INDICATES C.B. EQUIPPED NTH "LOCK-ON" DEVICE INDICATES C.B. IS GFCI TYPE 5 mA FOR RECEPTACLE CIRCUITS, 30 MA FOR HEAT TRACING CIRCUITS CONTROL POWER TRANSFORMER PFUASE Ii Bil I •::I I : :•Iy 4L-INDUSTRIAL) 5 111 'L4ZI pal C.B.CIRCUIT C.B.MkSE K FT. 2-LAMP ENCLOSED 91;5 CONDUIT NEUTRAL EOC CKT LOAD TRIP!NUMBER TRIP!LOAD CKT CONDUIT NEUTRAL EOC SIZE SIZE SIZE MAPS DESCRIPTION POLES A B C POLES DESCRIPTION AMPS SIZE SIZE SIZE ITT• i1t7 . mmr.4mr1wrM NEENG—a PANELBOARD SCHEDULE NOT TO SCALE CONDUIT AND WIRE SCHEDULE NOT TO SCALE 3 o cS W cn t5 cnS 0 wICI a ix 3 W w M U W WO 1, :7 4 . M k r H I D WALL PACK CIRCUIT BREAKER OR M -1 M -1 MOTOR STARTER AUXILIARY AFF ABOVE FINISHED FLOOR MOTOR CIRCUIT OR N CONTACT, N.O. OR N.C. COATED APPROXIMATELY l PROTECTOR CEP EMERGENCY LIGHTING UNIT b_1 j Ell 6V PAR36 2OW SEALED ZLECTRICAL SERVICE MAIN C C PT CONTROL POWER TRANSFORMER Bil I •::I I : :•Iy 4L-INDUSTRIAL) 5 111 'L4ZI pal BEAM HALOGEN IK ELEC. FT. 2-LAMP ENCLOSED 91;5 F321`8 LOW-MERCURY O MOTOR (PLANS) ELETRONIC 2-LAMP EXISTING fXr THERMAL OVERLOAD i7A FV*;4 ENERGY SAVING FLUOR. GREEN OR GROUNDING CONDUCTOR RAPID START I.D.IDENTIFICATION M MOTOR OR MOTOR STARTER-FUSE COIL W /DESIGNATION MCP OL MOTOR CIRCUIT PROTECTORPUMP OVERLOAD OR T PRESSURE SWITCH 0 H A PH PHASE R RED INDICATING LIGHT W /COLOR HAND- OFF -AUTO SE SERVICE ENTRANCE DESIGNATION AND PUSH- L"71 iFiL i. r •.: • _ . •.. a a•. _ .s... _ '1r VAC VOLTS ALTERNATING CURRENT moo W- WHITE, G- GREEN, A- AMBER, W WHITE B -BLUE, Y- YELLOW) Eli NON -FUSED DISCONNECT SWITCH uiL' LEVEL SWITCH i 1 1 .• •.: :1 7 .a . i _.ail _i. i ri _r. . ,: u • Ala . .i r af • . .. i _ i1 PRESSURE SWITCH SINGLE POLE TOGGLE SWITCH W i _. .: . 1 l 513 NI. :7. CONDUIT AND WIRE SCHEDULE NOT TO SCALE 3 o cS W cn t5 cnS 0 wICI a ix 3 W w M U W WO 1, :7 4 . M k r H I D WALL PACK CIRCUIT BREAKER OR M -1 M -1 MOTOR STARTER AUXILIARY AFF ABOVE FINISHED FLOOR MOTOR CIRCUIT OR N CONTACT, N.O. OR N.C. COATED APPROXIMATELY l PROTECTOR CEP EMERGENCY LIGHTING UNIT b_1 j Ell 6V PAR36 2OW SEALED O, 1 C PT CONTROL POWER TRANSFORMER Bil I •::I I : :•Iy 4L-INDUSTRIAL) 5 111 'L4ZI pal BEAM HALOGEN DISTRIBUTION ELEC. FT. 2-LAMP ENCLOSED 91;5 F321`8 LOW-MERCURY O MOTOR (PLANS) ELETRONIC 2-LAMP EXISTING fXr THERMAL OVERLOAD i7A FV*;4 ENERGY SAVING FLUOR. GREEN OR GROUNDING CONDUCTOR RAPID START LIGHTING FIXTURE SCHEDULE NOT TO SCALE IT IS A VIOLAYM OF LAW FOR ANY PERSON, UNLESS ACTM UNDER THE DNIECI OF A LICIDISED ENCNIEFR, 10 ALTER THIS DoaMW i IN CHARGE OF REB Lia. No. 3795 yZwpw DESIGNED BY CDJ CHECKED BY JWK Avl DRAWN BY TWQA THIS DRWW MS PREIDAAFD AT THE SCALE NDKWATED N THE TIRE MDCK. INACCURAM N THE STATED SCALE WAY BE N TROOlM VIEW 01110NCS ARE REPRODUCED IN ANY MAf W USE THE GWWINC SCN.E BAR N THE TITLE BLACK 10 DETEINK THE ACTUAL SCALE OF THIS DRAWNC. NOT TO SCALE A AMPERE OR AMBER CIRCUIT BREAKER OR M -1 M -1 MOTOR STARTER AUXILIARY AFF ABOVE FINISHED FLOOR MOTOR CIRCUIT OR N CONTACT, N.O. OR N.C. APPROX.APPROXIMATELY l PROTECTOR CEP CONCRETE EQUIPMENT PAD O,MOTOR STARTER COIL (SCHEMATIC)CPT CONTROL POWER TRANSFORMER CIRCUIT CONNECTIONDISTR.DISTRIBUTION ELEC.ELECTRONIC O MOTOR (PLANS)EX.EXISTING fXr THERMAL OVERLOAD G GREEN OR GROUNDING CONDUCTOR I.D.IDENTIFICATION M MOTOR OR MOTOR STARTER-FUSE COIL W /DESIGNATION MCP OL MOTOR CIRCUIT PROTECTORPUMP OVERLOAD OR T PRESSURE SWITCH 0 H A PH PHASE R RED INDICATING LIGHT W /COLOR HAND- OFF -AUTO SE SERVICE ENTRANCE DESIGNATION AND PUSH-SELECTOR SWITCH S.S.STAINLESS STEEL R TO -TEST FEATURE (R -RED, VAC VOLTS ALTERNATING CURRENT moo W- WHITE, G- GREEN, A- AMBER, W WHITE B -BLUE, Y- YELLOW) Eli NON -FUSED DISCONNECT SWITCH DUPLEX RECEPTACLE. (20 AMP LEVEL SWITCH UNLESS OTHERWISE NOTED) PRESSURE SWITCH SINGLE POLE TOGGLE SWITCH Q METAL HALIDE WALLPAK FIXTURE GENERATOR RECEPTACLE FLUORESCENT LIGHTING FIXTURE (TYPE H H SHOWN) v TELEPHONE OUTLET EMERGENCY BATTERY UNIT WITH NO. OF HEADS INDICATED DOOR LIMIT SWITCH p COMBINATION MAGNETIC MOTOR STARTER INTRUSION ALARM)ABBREVIATION INDICATES TYPE: FVNR, FVR, RVAT, 2S 1 W, 2S2W, SST X 2 #12, 1 #12G. ABBREVIATIONS AND SYMBOLS NOT TO SCALE EIGHT IS "ABOVE DOOR SILL"; GLARE HIELD, POLYCARB. LENS, DARK RONZE FINISH ATH MOUNTING SHELF, 15 MINUTE OFF - ELAY RELAY, SELF -TEST DIAGNOS URFACE MOUNTED, ACRYLIC LENS, L. LISTED FOR WET LOCATIONS 1 NO. DATE REVISION INIT. 2WO o O' BRIEN a GERE, INC. ALBEMARLE COUNTY SERVICE AUTHORITY RED HILL WATER SYSTEM ELECTRICAL SYMBOL LIST do SCHEDULES 6G - o4fzsm FILE NO. 6643.41381 -E002 DATE E -1 MAY 2, 2008 limwe. 2.tw R 6 A VRA M OF LANK FOR ANY PERSON. UNLESS ACTM UDDER THE DWAMION OF A LJCDM EM VEER. M ALTER THIS DWAM IN CHARGE OF REB DESIGNED BY CDJ CHECKED BY JWK DRAWN BY TWM ldh r 2 1 $—On ELECTRIC UTILITY SERVICE 240/120V 30 4W 60HZ GENERATOR INLET MANUAL TRANSFER SWITCH PANELBOARD PP -1 ELECTRIC UTILITY METER ELECTRICAL SERVICE MAIN CIRCUIT BREAKER GROUND ROD IN TEST WELL PORTABLE 6ENERATOR7 NOT IN CONTRACT 2 PANELBOARD PP -1 e SODIUM HYPOCHLORITE FEED PUMP CORROSION INHIBTOR FEED PUMP WALLPAK NO. 2 MOTION SENSOR NO. 2 SERVICE CONDUCTORS OELECTRIC UTILITY REVENUE METER 200/225 01 ELECTRICAL SERVICE c MAIN CIRCUIT BREAKER p 200 AMP 3 POLE SOLID NEUTRAL MANUAL TRANSFER SWITCH 3 ) 1 3KW J w U J LAJ OW W W to W CK W W O n Q Z D_U W_ J W W Q W V) U-3 w O O U w p w Q 0 U Li Q IQ\ 1. FOR DETAILED DESCRIPTION OF EQUIPMENT REFER TO SPECIFICATIONS. 2. FINAL LOCATION OF ELECTRICAL SERVICE RISER POLE AND DIRECT BURIED CONDUIT ROUTING TO BE COORDINATED WITH ELECTRIC UTILITY. w W J LAJ O2U O N- 0—p Q Z D_U J UwWW V) U-3 w ONE -LINE DIAGRAM NOT TO SCALE O 200 AMP 3 POLE 4 WIRE PLUS GROUND GENERATOR INLET. MATCH OWNER'S PORTABLE GENERATOR PLUG. O PACKAGE AIR COMPRESSOR MOTOR STARTER FURNISHED WITH COMPRESSOR. O3 STUB -UP REINFORCING STEEL USED FOR GROUNDINGELECTRODE12" AFF. TINS DRWM 03 PREPARED AT THE SCALE NWATED N THE flTLE BLOCK. NACCURRM N THE STATED SCALE WAY BE NTROOUCEO WHEN DWMM ARE REPRODUCED BY ANY MEANS. USE THE CI %'c4W 9MLE BAR N THE ME BLOCK TO DErOWNE 7W ACTUAL SCALE OF THIS ORMIM NO. I DATE ONIEMd99E REVISION I INIT. 1 2008 O'BRIEN & GERE, INC. LIGHT FIXTURE IS FOR MAINTENANCE PURPOSES ONLY. MOTION SENSOR LIMITS ILLUMINATION TIME TO 15 MINUTES. ALBEMARLE COUNTY SERVICE AUTHORITY RED HILL WATER SYSTEM ELECTRICAL PLAN & ONE -LINE DIAGRAM FILE NO. W[23{s8 bfr 6643.41381 -E001 DATE MAY 2. 2008 E -2 r .... • . 1 _ r • I • • . • - - • - APPALACHIAN POWER CO. SERVICE POLE WEATHERHEAD WIRES CUT TO LENGTH IN ACCORDANCE WITH APPALACHIAN POWER CO. REQUIREMENTS APPALACHIAN POWER CO. ELECTRIC REVENUE METER FINISHED GRADE RISER CONDUIT FASTEN TO POLE WITH 2 HOLE STRAPS 5 FT. ON CENTER. HEIGHT IN ACCORDANCE WITH APPALACHIAN POWER CO. REQUIREMENTS C 100 C102 ENTRANCE AIN CIRCU RISER POLE AND ELECTRICAL SERVICE ENTRANCE DETAIL SCALE: NONE TELEPHONE TERMINAL. LARD 6 GEC IN 1 " CONDUIT ELEC. SERVICE MAIN CIRCUIT BREAKER GROUND BUS 6 GEC IN 1 " CONDUIT IN STARTER OYPICAL.) T1 T2 M' SUBMERSIBLE 13 M 30 MOTOR 1" • TIME METER 6 BONDING JUMPER IN 1 " CONDUIT SUBMERSIBLE PUMP CORD — CONTACTOR (SEE SPECIFICATIONS) OL L2 0- -0 - 24OV.3# Goo L3 0--- - --+-• — — SUPPLY G . r - - - - - -- --------------------------- --- - - N WELL PUMP MOTOR STARTER CONTROL WIRING DIAGRAM SCALE: NONE METAL WATER SERVICE PIPE 6 GEC IN 1 " CONDUIT ABOVE GROUND BELOW GROUND 6" STEEL WELL CASING FOOTING AT — OUTSIDE CORNER OF BLDG. i, PROVIDE A NON— STRUCTURAL #4 (MIN.) REBAR (APPROX 20') WITH RIGHT ANGLE BEND INSIDE FOOTING FOR CONCRETE— ENCASED GROUNDING ELECTRODE GROUND ROD IN TEST WELL 24" MIN. r7 C -4 GROUNDING SCHEMATIC NOT TO SCALE IT IS A NOTATION OF LAW FOR ANY PERSON. UNLESS ACTING UNDER 71E OIREC'IION OF A LICENSED DM *M M ALTER 7M DOC U E I(r. IN CHARGE OF REB Uo. M. 37M Z•!w DESIGNED BY Cal CHECKED BY JWK DRAWN BY CDJ NOT TO SCALE DIRECT BURIED CONDUIT SECTION SCALE: NONE te/ &4 ALBEMARLE COUNTY SERVICE AUTHORITY ELECTRICAL FILE NO. RED HILL WATER SYSTEM 6643.41381 —E oaoe E - DETAILS do DATE N0. j DATE j REVISION INR. 20oe0 aeRi 3QERE, INC. MOTOR WIRING DIAGRAM MAY 2. 2008 7M 01M 6 WAS PREPARED AT 7W SCALE NNDK,A70 M 1NE ME BLAM 04A000WM IN THE STATED SCALE MAY K INTRODUCED WHEN DOW0116S ARE REPRODUCED BY ANY NEAHIS. USE THE QWW SCALE IUR IN THE TITLE ITLM m DETOUK THE ACRML SCALE OF THIS DRAWING. w ..,.. C100 C108