HomeMy WebLinkAboutSDP202100061 Plan - Approved 2021-07-21 a
MOUNTAIN VIEW ELEMENTARY W ,.,
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MODULAR CLASSROOM SITE PLAN AMENDMENT
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ALBEMARLE COUNTY,VIRGINIA
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SCOPE OF WORK: (9 -
THE PROJECT CONSISTS OF THE IYSTALLA'10N OF A MODULAR CLASSROOM BUILDING CONTAINING 8
CLASSROOMS.ANCILLARY WORK ITEMS INCLUDE UTIL'.TY COVNECTI.S.ADA ACCESS.AND EIRE TRUCK V
ACCESS.
PROJECT INFORMATION: UTILITY OWNERS:
wAER. ODLNTY OF ALBETMARLE SCHOOL BOARD ELECTRIC' DONiMON VIRGINIA POWER ININI
401 MCIhTIRE ROAD
CHARLOTTESVILLE.VA 22902 PHONE VOID(MOPS WTERNET CONTRACTOR)
CONTACT•JOE LETTER,.
EMAIL /LETTERIOK12ALBEMARLEORD WATER: ALBEMARLE COUNTY SERV'CE AUTHORITY
ENGM Wt UNE•GRADE CIVIL ENGINEERS STORM SEWER: ALBEMARLE COUNTY
113 dTH STREET NE
CHARLOTTESVILLE,VA 22902 SANITARY£EW F F•AI CEMAM E COUNTY SERVICE AUTHORITY mmmww
CONTACT:DANIEL C.MER.PE
PHONE: 434.2620169 ammoi
SURVEYOR 16.1 SURVEYING t2005 SUWE,
32 BERHIAAR�RCLE
HARLOTTE=Ii.VA 22901
CONTACT:JO'_KELLEIt
PHONE: 464 974.1417
PARCEL INFO PARCEL M:09100-0600-01300
1757 AVOW STREET CO.
CHARLOTTESVILLE.VA 22902
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LEGAL AREA:15 98 AC
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STANDARD w ,wz =
ABBREVIATIONS (I)O 8 0
ABAN ABANDON 10 INSIDE D AMETER R&D REMOVE AND DISPOSE LLJ . LV
ACRES LA LANDSCAPED AREA RSA REMOVE AND RESETDC O J J
Dl ADJUST if LINEAR FEE I R&S REMOVE AND STACK > Q C. I--
A
AIN ADJUST MA'E LOD UNITS CF DISTURBANCE SB SOUTHBOUND z
ASPH ASPHALT LT LEFT SF SQUARE FEET LtJ
MO MAXIMUM SSD STOPPING SIGHT DISTANCE
COBASELINE MIN MIN NUM STA STATION I-
RLDG BUILDING ME MATCH EXISTING SW SIDEWALK
BM BENCHMARK z
NIC NOT 74TO
TITAN TEMPORARY �` SHEET INDEX O g
CENTERLINE
hi S NOT TC SCALE TRANS TRANSITION
CF CUBIC FEE NB NOR'HBOUND TYV TYPICAL t tr�
CG CURB AND GUTTER CC ON CENTER d } SHEET WARS SHEET TITLE
WB W'ES'BOUND
COVC CONCRETE 00 OUTS'DE DIAMETER WSEL WATER 3UPFACE ELEVATION t+ C0.0 TITLE SHEET
COUNT CONSTRUCTION PRKG PAIN;NI i J ,��
DI ORryP INLET FR01 PROTECT ,�' r 1 GENERAL NOTE$ 0
DND DO NOT DISTUR9 PROP PROPOSEDC1.O EXISTNG CONDITIONS AND DEMOLRgN PLANQ
EB EASTBOUND PVMT PAIEMEYT31.0,„?.
C2.0 SITE AND U11UTY RAN
FI El.EVATION PM PALtMFVTMARKINNG 1 , CI.T CONSTRiJCT10NDE1AlLS
EX EXISTING REM REMOVE •'V i r
END FOUNDATION ROW RIGHT-0,10 k. - _ Ir' A0.0 SURVEY
GRVL. GRAVE,. RT R1M4I i
1 4 TOTAL SHEETS
HC HANDICAP ' `ALIGNMENT/GRADING ° y SUBMITTAL LOG
ABBREVIATIONS 1 G PROJECT,/ \t SUBMISSION NO.DESCRIPTION RECIPIENT SUBMIT'A_DATE W TH OF
LOCATION MAP LOCATION ,Y, 0R ,,, `�
BC BACK OF CURB PCC POINT Cr COMPOUND CURVATURE ir 1 SOD.FOR CIF VT APPROVAL MB_MARL_COUNT PiJBLIC SCHOOLS 0/07.2021
BF. BOTTOM OF RAMP F1 POINT CF INTERSECT ON `` A =s%' 2 100,FOR CUM APPROVAL ALBEMARLE COUNTY PUBLIC SCHOOLS 0-'20,12021 1 r>,..r:-. L
RV. 8.1N VERTICAL CURVE STATION PNi POINT 7 •`/ qr.,,,,,
LyBVCE BEGIN VERTICAL CURVE ELEVATION PR PROPOSED ELEVATION '
BW BOTTOM Cf WALL PRC POINT OF REVERSE CURVATURE
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D OR A DELTA ANGLE PT POINT CF TANGENCY ) h � 4,
FG EXISTING GRADE: PVC POINT CF VERTICAL CURVATURE } 1
EP EDGE OF PAVEMENT PV POINT OF VERTICAL INTERSECTION L. j •1 ` ) u�l"T '' ,+
EVCS END VERTICAL CURVE STATION R'T POINT CF VERT...1...Y• !r / �)UN Al.LI.F�
EVCE END VERTICAL CURVE ELEVATION R RADIUS l/. '! W O J \
FG FINISHED GRA.")F..
TAV TANGENT DISTANCE APPROVED DQ'I
FL ROWLNE 'C TOP OF CURB gfe o741
SUBMISSION NO.
WIT TOP OF I�,,'1�1,,Cy`f PROJECT 1907100
HP HIGH POINT TOP OF RAMP r i
NV INVERT 'VI TOP OF WALL 174
T ME WORK O F
7' 1
LEVGTH /7,1/4, 7 1,/
LP LOW POINT STA STATION -/L O
LVC LENGTH OF VERTICAL CURVATURE ' OFF`-POlhi l'') yg
PC PONLENGTH
OF CURVATURE OFF OFFSET .-
VICINITY LINE + G R A p E
MAP LOCATION MAP CO.0
SCALE:1"=30,000' SCALE:1"=1,000'
GENERAL CONSTRUCTION NOTES: UTILITIES: CONCRETE AND ASPHALT:
, A.t CXASTRUCTX:N ME.THOM AND MATERIALS SRN.I BE IN ACOORDAVCE WITH THE MNRENT M.7N..DEPARTMENT Of TRANSPORTATION ROAD AND 1. PRIOR TO CONSTRUCTION OR EXCAVATION,THE CONTRACTOR SHALL A55UME RESPONSiBILoy OF LOCATING ANY AND ALL UNDERGROUND LC'.ILITIES!PUBLIC T.. ALL MATERIAL INSICE FORMS SHALL BE CLEAN AND FREE OF ALL ROCKS.AND OTHER LOOSE DEBRIS.SUBBASE MATERIAL SHALL EE CCMPACTED EY' W .
BRIDGE STANDARDS ANC SPECIFICATIONS 140OT REM'S)V REI NA EROS ON ANC SED-MINT CONTROL HANDBOOK THE RULES AND REGULATIONS OR PRNATEI THAT M.EXIST WWTHIN OR CROSS THROUGH THE AREA OF CONSTRUCTION WHETHER CR NOT THEY ARE SHOWN ON THE PLANS.PRIOR TO ANY MECHANICAL iREA. Z
WATER AND SANITARY SEWER CONSTRUCTION SPECIFICATIONS AND STANDARDS FOR THE PLAN APPROVING AUTHORITY AND ANY OTHER APPLICABLE CONBTRUCDON ACTMTY.THE CONTRACTOR SHALL CALL MISS UTILITY OE VIRGINA Al 1.800.552-7(101.THE CONTRACTOR SWILL PE REFER...,FOR 2 NG RITE SHALL NOTE RACED UNLESS THE NR TEMPERATURE IS AT LEAST 40 DEGREES FAHRENHEIT(F)IN THE SIM.AND RISING
EFDEHAI.,STATE,OR I OCAI.ORDINANCES,CODES.AND LAWS. REPAIRING,AT MIS SOLE EXPENSE,ANY EXISTING LTILRY DAMAGED DURING CONSTRUCTION. Q -
IS
3. CONCRETE SHALL NOT RE PEALED L ATR STEEL DOWELS HAVE BEEN INSTALLED IN EJOSTNG CONCRETE IN ACCORDANCE WITH COUNTY OF ALBEMARLE yy
2. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL CONDITIONS.MATERIALS,DIMENSIONS LOCATIONS AND EXISTING ELEMENTS TO REMAIN IN 2, THE PLAY DOES NOT GUARANTEE THE ElF5TENCE.NONEXISTENCE,SIZE,TYPE,lOGT10Y,ALIGNMENT.OR DEPTH Of ANY OR ALL UNDERGROUND U5L0TE5 STANDARDS. f
OR OTHER FACILRIES.Vh1ERE SURFACE FEATURES;MANHOLES,CATCH BASING,VALVES.ETC.ARE UNAVAILABLE Op INCONCLUSIVE.INFORMATION SHOWN � rr
THE FIELD BEFORE PROCEEDINGS WiTH ANr WORK,CONDITIONS VARY FROM WHAT 1S REPRESENTED IN THE DRAWINGS,THE CONTRACTOR SHALL MAY RE FROM UTILITY OWNERS RECORDS ANC,.ELECTRONIC LINE TRACING.THE RELABIUTy OF WHICH tS UNCERTAN.THE CONTRACTOR SHALL 4, 112•PREMOLDED EXPANSION JOINT MATERIAL SHALL BE PLACED AT A MAXIMUM OF 30'INTERVALS ON NEW SIDEWALK,CURB,CURB L GUTTER,AT
IMMEDIATELY NOTIFY THE ENGINEER. PERFORM TEST EXCAMAOtX$OR D1HER INVEsnGAT10N AS NECESSARY TO VERIFY LOCATION AND CLEARANCES. EACH END OF DRIVEWAY ENTRANCES.AT EACH END OF HANDICAP RAMPS,SOME POINT ON ENTRANCE WALKS AND STEPS ADJUSTMENTS.AND ALONG I 2
BLHLDINGS AND WALLS WHERE NEW CONCRETE SIDEWALKS ARE PLACED AGAINST-HEM.
G. EXISTING CONSTRUCTION SHOWN IN THESE DRAWINGS SHALL BE USED.AS REIATNE REFERENCES AND ARE TO BE VERIFIED INTHE FIELD BY THE 3. WHEN THE WORK CROSS.EXISTING UTIL,IES,THE EXISTING UTILITIES SHALL BE ADEQUATELY SUPPORTED AND PROTECTED FROM THE DAMAGE DUE TO .
CONTRACTOR IF DEEMED CRITICAL FOR PROPER EXECUTION OF THE WORK. THE WORK.ALL METHODS FOR SUPPORTING AND MAINTAINING THE EXISTNG UTILITIES SHALL BE APPROVED BY THE RESPECTIVE UTILITY COMPANY 5. ALL DOSING CURBS.CURB&GUTTER,SIDEWALK AND STEPS TO BE REMOVED SHALL BE TAKEN OUT TO THE NEAREST JOINT.OEMOUTION AND
AND/OR THE ENGINEER.CONTRACTOR SHALL EXERCISE CARE TO INSURE THAT THE GRADE AND ALIGNMENT OF EXISTING LTIUTTES ARE AWNTAINED WD DISPOSAL COST TO BE INCLUDED Pt OTHER UN,BID ITENAS.NO SEPARATE PAYMENT WILL BE MADE FOR THIS WORK.
4. CONTRACTOR SHALL BERESPONSIBLE FOP ALL MST CONTROL MEASL'PES. THAT NO JOINTS OR CONNECTI01.5 ARE DISPLACED.BAC:WU SHALL BE CARER;LLY PLACED MO(XMAPACTED TO PREVENT FUTURE DAMAGE OR G OUSTING ASPHALT CONCRETE PAVEMENT SHALL BE SAW CUT AND RENA...AS PER ICATHE SPECIFICATIONS.REMOVAL SHALL BE DONE IN SUCH A CC W
5. PROVIDE.ADEQUATE PROTECTION FOR THE EXISTING BUILDINGS,BUILDING OCCUPANTS.VEHICLES AND OEDESTR'ANNS.AT ALL TIMES IN ACCORDANCE SETTLEMENT TO ExSSTNG UTLITIES.ANY MUTES REMOVED AS PART OF WORK,AND NOT'NDICA.TED TO BE REMOVED DR ABANDON..SHALL ER AS ALL 3E MANNER TO NOT TEAR.BULGE OR DISPLACE ADJACENT PAVEMENT.EDGES SHALL BE CLEAN AND VERT ,ALL CUTS SHA_L BE PARALLEL OR
WEN OSHA AND ALL APRIJCABLE STATE AND LOCAL CODES. RESTORED WI.WI.MATERIALS AND INSTALLATION EQUAL TO THE UTILITY'S STANDARDS.
DARDS. J
PERPENGCA.AR 10 THE DIRECTION OF TRAFFIC •
4. CONTRACTOR SHALL NOTIFY LANDOWNERS TENANTS A`q THE ENO'N£ER A MINIMUM Of 72 HOURS PRIOR TO THE INTERRUPTION OF ANY SERVICES. DISPOSAL.OF ALL EXCESS AND DEMOLRION MATERIAL G THE RESPOYSIBIUTY(lf THE(XJNIRACTO".
G. MATERIALS AND EQUIPMENT SHALL BE STORED IN APPROVED AREAS TO PREVENT IMPACTS ON VEHICLES A.PEDESTRIANS CONTRACTOR SHALL BE SERVICE INTERRUTIIONS SHALL BE KEPI TO A MINIMUM. � 0 ;
FULLY RESPONSIBLE FOR MEASURES TAKEN TO ENSURE VF_FICJLAP AND PEDESTRIAN SAFETY THROUGH THE ENTIRE DURATION OF THE WORK.SAFETY
IS PARAMOUNT. 5 RELMATEO ITEMS IN 5 DEWALK.READ W'ARYY ANO OR AOIACENTALAREA51T0 NNTCH FINISFIED GRADE.ccs-s ARE T 0 B ENCL LUOEO UNDER THEOVARIOIJS GENERAL SURVEY NOTES:
7. EQUIPMENT AND MATERIALS S tAL.L P.E STORED IN DESIGNATED AREAS AND SHALL.NOT ENCUMBER THE OWNERS OPERATIONS.SURROUNDING RIGHT EID ITEMS.NO SEPARATE PAYMENT WILL BE M41DE
OF WAY,OP ADJOINING GROUNDS. 6. PER THE VIRGIN IA DEPARTMENT OF HEALTH WATERWORKS REGULATIONS(PART II,ARTICLE 3,SECTION 12 VAC S590 THROUGH 6301.ALL BUILDINGS THAT TOPOGRAPHY SOURCE:ACTUAL GROUND SURVEY(20051
8. ALL WORK AREAS SHALL BE CLEARED ONLY. HAVE THE POSSIBILITY OF CONTAMINATING THE POTABLE WATER DISTRIBUTION SYSTEM(HOSRTALS.INDUSTRIAL SITES.BREWERIES.ETC.)SHALL HAVE A BASIS OF DAR..HORIZONTAL'NADE3 VIRGINIA SOUTH ZONE
BAG.OW PREVENT.DEVICE INSTALLED WITHIN THE FACILITY.THIS DEVICE SHALL MEET SPEORCADONS OF THE VIRGINIA UNIFORM SINEW DE VERTICAL:NAVD$8
9. CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTION Of BUILDINGS ADJACENT TO WORK AREAS.CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDING CODE.SHALL BE TESTED IN REGULAR INTERN...AS REQUIRED,AND TEST RESULTS SHALL BE SUBMRTED TO THE REGULATOR,'COMPLIANCE NOTE:THE EXISTING SITE FEATURES SHOWN HEREIN HAVE BEEN EIEL0 VERIFIED AT THE TIME OF THIS APPLICATION.ADDRIONAL LLI
COSTS OF DAMAGES RESULTING FROM CONSTREICTION.ACTIVITIES ADMINISTRATOR N TiE DEPARTMENT OF UTILITIES. SITE FEATURES INSTALLED AFTER THE ORIGINAL SURVEY WAS CONDUCTED HAVE BEEN DEPICTED USING FIELD MEASUREMENTS
7. ALL BUILDINGS THAT MAY PRODUCE WASTES CONTAINING MORE THAN ONE HUNDRED(TOOT PARTS PER MILLION OF FATS,OIL,OR GREASE SHALL INSTALL A AND AERIAL PFgT03RAMMETR C CIGTTIZATION.
10.SECTION CUTS AND DETAIL CALLOLRS INDICATED IN TH.r DRAWINGS ARE TYPICAL FOR THE PROJECi THEY ARE TO 8E CONSIDERED TYPICAL FOR SIMILAR
CONDITIONS AND HAVE NOT BEEN SHOWN EVERYWHERE THEY APPLY, .EASE TRAP THE GREASE TRAP SHALL MEET SPECIFICATIONS OF THE VIRGINIA UNIFORM STATEWIDE BUILDING CODE,MAINTAIN RECORDS OF CLEANING SUGGESTED CONSTRUCTION SEQUENCING: Z
ARO MAINTENANCE,AND BE INSPECTED ON REGULAR INTERVALS BY THE REGULATORY COMPLIANCE ADMINISTRATOR IN THE DEPARTMENT
ARTT OF UTILITIES.
1L CONTRACTOR SHALL 8E SOLELY RESPONSIBLE FOR JOB SITE SAFETY. B. CONTACT THE REGULATORY COMPLIANCE ADMINISTRATOR AT 97030M WITH ANY QUESTIONS REGARDING THE GREASE TRAP OR BACKROW PREVENPON
12.CONTRACTOR IS RESPONSIBLE FOR CCORD'NATION OF ALL CONSTRUCTION. DEVICES. 1. PROTECT ADJACENT AREAS FROM DAMAGE DUE TO CONSTRUCTION ACTYITIES.
2 INSTALL PERIMETER CONTROL MEASURES AS INSTATED ON PLANS INCLUDING SAFETY FENCE.SILT FENCE,AND TREE PROTECTION. ammo
13.SMARMS IN THE DRAWINLaM ARE.1 TO SCALE. 9. ALL WATER UYES,SEWER LINES,AND FIRE LINES FROM THE MAIN TC THE STRUCTURE MUST HAVE A VISUAL INSPECTION PERFORMED 8,THE BUH_DING 3. 'MST.CLEAR AND GRUB ERNS.LNG GROUND COVER AND DEMOLISH EXISTING ITEMS MARKED FOR DE VOLITION
DF PAp'MENT
id.ALL WORK SHALL RE LAID-CLOT PRIOR TO INSTALLATION OF NEW WORK BASED ON MEASUREMENT OF EXISTING CONSTRICTION AND EXISTING 4. GRADE SITE TO RN,GRADES PER FLAYS. Ini
CONSTRUCTION DESIGNATED TO REMAIN AS PART OF TSE PROJECT.DO NOT START INSTALLATION Cf WORK UNTIL LAY-OUT IS CAMRLETE AND POTENTIAL ND EARTH WORK A N D SITE CONDITIONS: 5. FORM A INSTALL CONCRETE WORK.
CONFLFC IS HAVE BEEN DENTIFIED AND ADDRESSED. 6. STABILZE ALL AREAS AND REPAIR ANY EROSION AND REMOVE ANY SEDIMENT.
15.THE CONTRACTOR SHALL BE HELD RESPONSIBLE'OR ALL DAMAGE TO THEPROPER,EXISTING BUA DIY.AND ADJACENT GROUNDS AND PROPER CAUSE ETV EXCEPT AS OTHERWISE SHOWN ON THE PLANS 7. INSTALL NVE S SITE FINISHES.
.ALL CUT$AND FILLS SHALL BE NO GREATER THAN 3:1 8. DRESS MD ID OVERSEED All DISTURBED AREAS AS NECESSARY TO AFFECT PERMANENT VEGETA'1VE COVER.
THE CARELESSNESS OR NEGLECT OF HIS WORKMEN.DAMAGE TO PORTIONS OF THE PROPERTY NOT SUBJECT TO WORK UNDER THE CONTRACT SHALL BE 2 UNLESS CIFERWISE NOTEC ON THE PLANS OR IN THE SFECEFlCATIONS,TELL FILL MATERIALS SWAL:BE COMPACTED TO 95,OF THEORETICAL MAXIMUM
REPAIRED TO THE FULL SATISFACTION OF THE OWNER AND ENGINEER.AT THE CONTRACTORS EXPENSE. S. REMOVE PERIMETER CONTROL MEASURES.
DENSITY 4S DETERMINED BY AASFATO T-99 METHOD A.1Mi1'IN PLUS OR MINUS 7>',OF OPTIMUM MOISTURE.FOR THE FULL WIDTH AND'HE DEPTH OF THE
16.PROTECTION OF THE WORK.PROTECT EFFECTIVELY ALL MATERIALS AND EQUIPMENT DURING THE ENTIRE?ERDD OF CONSTRUCTION.REP,. FILL.
MATERIALS AND EQUIPMENT DAMAGED.LOST OR STOLEN WITHOUT ADDITIONAL COST TO THE OWNER. 3. THE CONTRACTOR SHALL ADD.CHANGE OR RELOCATE EROSION AND SEDIMENT CONTROLS AT THE DIRECTION OF THE:AUNTY OF ALBEMARLE E&S
17 PROTECT EXISTING MATERIALS DURING INSTALLATION OF TEMPORARY PROTECTION AND CONSTRUCTION.DO NOT DEFACE OR REMOVE EXIST. INSPECTOR TO THEIR 5A ITS°ACT ON AT ND ADDITIONAL COST TO THE OWNER. .}}
MATERIALS IF INTENDED TO STAY.ATTACHMENTS OF TEMPORARY PROTl.0.TO EXISTING CONSTRUCTION SHALL BE APPROVED BY THE ENGINEER 4. ALL GRADING AND IMPROVEMENTS TO BE CONFINED TO THE PROJECT AREA UNLESS OTHERWISE INDICATED. MIX TAN - 1$
P4104 TO INSTALLATION. 5. PROPOSED GRADES SHALL BE RE1D ADJUSTED TO CONFORM TO THE INTENT OF THE TYPICAL SECTIONS.A SMOOTH GRADE SHALL BE AWYTAINED FROM ELEMEMA BENCHMARK TIE 70WV AT BUILDINI�CORNER
18,OBTAIN ENGINEER REVIEW AND WRITTEN APPROVAL IN THE FORM OF A CONSTRUCTION CHANGE DIRECTIVE OR SUPRLEMENTAL INSTRUCTION BEFORE THE BASELINE TT)THE PROPOSED EDGE.PAVEMENT OR FACE OF CURB TD PRECLUDE THE FORMING Of FALSE GLITTERS AND/OR...NG OF WATER ON SCHOOL •
MAKING CHANGES OR ADDITIONS TO CONSTRUCTION OR REMOVING MATERIALS THAT WERE INTENDED TO REMAIN. ALL PAVED SURFACES. A w • H
19.NOTIFY ENGINEER OF VISIBLE CHANGES IN THE INTEGRITY OF MATERIALS OR COMPONENTS WHETHER DUE TD ENVIRONMFJYTAL CAUSES INCLUDING 6. CONTRACTOR SHALL MAINTAIN A SMOOTH GRADE TO TFE PROPOSED£AGE 0�PAV£MFM OR FACE OF CURB 1D PIROMDE POSIIIV'E CRAINGE ON ALL PAYED FSPORtfwEy W
SURFACES.ANY AREAS WHERE WATER IS IMPOUNDED SH41LL BE CORRECTED BY CONTRACTOF AT NO AOD'TTONAL EXIST.p0S,1VE DRAINAGE Of ALL Z
810LOG'CAAI ATTACK.L'V DEGRAITATiON,FREEZING OR TFUWING OR CLE TO STFLCTUtAI_DEFECTS INJCLIigMG CRACKS,ML'VE:MENT OR DISTORTION.DO ROADK'AY AREAS 70 THE STORM DRAIN INLETS OR OTHER ACCEPTABLE DRAINAGE CFEAJNELS AS NOTED ON THE PLANS IS REQUIRED. J f • 1 / I i
NOT PROCEED WITH WORK IN QUESTION UNTIL DIRECTED BY THE ENGINEER. _ / S T 'E >T a
CONTRACTOR SHALL MAINIAM EXISTING STREAMS,DITCHES.DRAINAGE STRUCTURES.CHILVERT AND'LOWS AT ALL TIMES DURING THE WORK. `, 1 Z
20 WHERE MISSING FEATURES ARE INDIATED TO E REPAIRED OR REPLACED,PROVIDE FEATURES WHOSE DESIGNS ARE BASED ON ACCURATE CONTRACTOR SHALL PAY FOR ALL PERSONAL INJURY AND PROPERTY OHMAGE WINCH MAY OCCUR AS A RESULT Cf FNUhXi TO MNNTAN ADEQUATE f NI}, ` !I I I
DUPLIfAT O.RATHER TMAN ON CONJECTURAL DESIGNS.SUBJECT TC APPROVAL OF THE ENGINEER, DRAINAGE. /. ! W
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21.WHERE WORK REQUIRES EXISTING FEATURES TO BE PUNNED,CLEANED ANO REUSED,PERFORM THESE OPERATIONS WITHOUT DAMAGE TO THE S. ALL PIPES,DVS AND OTHER STRUCTURES SHALL BE INSPECTED BY THE ENGINEER 3EFORE BEING BACKS LLED OR BURIED.THE ENGINEER MAY REQUIRE ,% ,r' I.. 1 y �� I T C
MATERIALS THEMSELVES,TO ADJACENT MATERIA:-S,OR TO THE SUBSTRATE AMEN CLEANING,MATCH SAMPLES OF EXISTING MAT. S THAAT HAVE CONTRACTOR,AT NO ADDITIONAL COST,TO UNCOVER AND RE-COVER SUCH STRUCTURES IF THE HAVE BEEN RACKFlLLED OR BURIED WITHOUT SUCH r �.� l Y O� I -- Q Q
NST'ECT10N. r. }' , ...- " J J1J Z 7 t f�
BEEN CLEANED AND IDENTIFIED FOR ACCEPTABLE CLEANING LEVELS.AVOID OVER CLEANING TO PREVENT DAMAGE TO EXISTING INTERIMS DURING . C
CLEANING. 9. ALL STORM CHANNELS.DRAINS,AND SEWER SYSTEMS SHALL BE CLEANED UPON COMPLETION OF THE PROPOSED WORK.SEDIMENT,CHEMICALS,AND/OR 1 i 4 G
22.TEMPORARY MATERIALS MAY BE NEW OR USED.BUT MUST BE ADEQUATE IN FOR REQUIRED USAGE.MUST NOT CREATE UNSAFE CONDITIONS AND MUST DEBRIS REMOVED FROM THESE SYSTEMS SHALL BE REMOVED AND DISPOSED OF PROPERLY. / t 1 -J y
NOT VIOLATE REQUIREMENTS OF APPLICABLE CODES AND STANDARDS. 10.ALL ROOF DRAINS SHALL DISCHARGE IN A MANNER NOT TC CAUSE A PUBLIC NUISANCE AND NOT OVER SIDEWALKS, �>� ' '� w ILJ yT O
23.CONTRACTOR SHALL PROVIDE AND M.AINTNV ADEQUATE F RE PROTECTION IN THE FORM OF FIRE EXTINGUISHER OR 0 ER EFFECTIVE MEANS OF MAINTENANCE OF TRAFFIC: �'. BENCHMARK TIEDOWN AT PROPOSED ~z
EXTINGUISHING FIRE,READY'FOR MEANT ELSE,DISTRIBUTED AROUND THE PROIECT ANC IN AND ABOUT TEMPORARY.INRAMMNB.E STRICTURES ... I= MODUL.ARCLASSROOM CORNER i (O
DURING CONSTRUCTION OF WORK.EXISTING FIRE HOSE CONNECTIONS SHALL BE ACCESSIB_E AT ALL TIMES BY FIRE DEPARTMENT PERSONNEL , TEMPORARY STREET CLOSURE PERM,REOJIREO FOR CLOSURE OF.,,,,,ALAS.PARKING SPACES AND ROADWAYS AND G,,EJECT TO APPROVAL BY THE 11J W
CE
MATERIAL SAND DEBRIS SHALL NOT BE STORED IN FROM OF THE CONNECTION.THUS PREVENTING ACCESS.'HE CONTRACTOR SHALL COORDINATE COUNTY OF ALBEMARLE TRAFFIC ENGINEER. ♦ O J
ACSS PROGFEXIRFS WT.THE. TEMPORARY FIRE MARSHALL 2. THE VIRGINIA WORK AP.PROTECTION vAhUAL AND THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES iMLJTT;D1 SHALL GOVERN MILL BENCHMARK TIE-DOWN >O EI Li'24.GASOLINE AND OTHER FLAMMABLE LIQUIDS SHILL BEM STORED AND DISPENSED FRO UL LISTED SANE TV CONTAINERS IN CONFORMANCE WITH THE TRAFFIC CONTROL OPERATIONS THROUGHOUT CONSTRUCTION OF THIS PROJECT.ADHERENCE TO APPLICABLE PROVISIONS OF THE MANUAL IS REQUIRED (+X 1.-10'.0 10 20 Z CC i Z
NATIONAL BOARD OF FIRE UNDERWRITERS"RECOMMENDATIONS. OF THE CONTRACTOR EVEN THOUGH DETAILED REFERENCE TO ALL SUCH Fti0VIS10N1S MAY NOT BE CXININNED IN THE PLANS. (r)W LLJ
GENERAL NOTES Q COQ OD 0
25.SLJBMTTALS ARE NOT REODSED I1 CONTRACTOR ELECTS TD USE THE PROPRIETARY PRODUCTS LISTED.SUBMITTALS WILL BE REQUIRED IF CONTRACTOR 3. ALL EXESI LNG RESIDENTIAL MID COMIMERC5AL.ENTRANCES SHALL BE MAINTAINED AT ALL TIMES,UNLESS OTHERWSE DIRECTED BY ME ENGINEER. /- J Q
WISHES TO USE Al TFR1ATE PRODUCTS.ALL ALTERNATE PRODUCTS ARE SUBJECT TO REVIEW AND APPROEN-OVINE ENGINEER AND OWNER. 4. NO TEMPORARY PAVEMENT MARKING SHALL BE ALLOWED ON THE RNA:ASPHA`?SURFACE COURSE. Z U
26.CONTRACTOR SHALL CALL MISS UPL,Y AT 1.800.552.7001 BEFORE CONSTRUCTION COMMENCES. 5. THE CONTRACTOR SHALL MAINTAIN ALL LANES OF TRAVEL OPEN FROM 6.30 AM TO ROO AM AND 3:00..I TO 5:00 PM UNLESS DEEMED'JYNECESSARY BY O
THE ENGINEER.SHORT PERIODS OF ONE WAY RAGGING OPERATIONS LAV BE CONDUCTED OUTSDE THE HOURS MENTIONED ABOVE. ISO FIRE FLOW CALCULATIONS:
2'TREE MID PLANT ROOTS OR BRANCHES THAT MAY INTERFERE WITH THE WORN SHALL BE TRIMMED OR CUT ONLY WITH THE APPROVAL OF THE OWYNER -
AND ENGINEER.ANY TREES OR PLANTS WHICH ARE SIIOWN TO REJMNN THAT DO NOT INTERFERE WITH THE WORK.BUT ARE DAMAGED BY CONTRACTOR 6. ALL TRAFFIC SIGNALS SHALL BE ADJUSTED AS DEEMED NECESSARY EY THE ENGINEER PRIOR TO ANY TRAFFIC CHANGES. 2
OR HIS SUB-CONTRACTORS.TORS.SHALL RE REPLACED EN CONTRACTOR AT NO AEXNii(WAL Ct)Sl AIM•7. WHEN WORK IN THE EXCAVATION AREA IS DISCONTINUED FORA SHORT PERIOD OF TIME,AS AT NIGHT,THE CONTRACTOR SHALL BACKRLL THE CUT AREAS ",' Hydrant Flow "'Emuly
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ADJACENT TO THE BUSTING PAVEMENT WITH A'FILLET OF MATERIAL'.THE FILLET SHALL BE COMPOSED Of THE SAME MATERIAL(EXCAVATION,BORROW,
IISf1 '�rttr "`"`'
2R.ACCES,5IBLE ROUTES AND FEATURES MUST MEET tOC A117.1-09 BASE COURSE ETC.)ALL COSTS FOR PLACING AND REM0VIN0 THIS FILLET OF MATERIAL SHALL BE INCLUDED IN'HE PRICE BIO FOR OTHER BD ITEMS OF +�..�...�:~.. Test Report �
WORK AREA PROTECTION AND MAINTENANCE. WsTiNGS ON HIS PROJECT,AGGREGATE ADDITIONAL BASE WRLBEALLOWEO
B. EXISITNNO SURFACE,AGGREGATE BASE AND SUBBASE MATERIAL WINCH WILL BE DEMOLISHED OR OBLITERATED DUPING CONSTRICTION AND WHICH IS y.,...,..w.,,y 'OeO e:l u v r.r
SUITABLE FOR MAINTENANCE OF TRAFFIC AS DETERMINE:,BY THE ENGINEER,SHALL 13E SALVAGED AND UTILIZED'OR MAINTENANCE OE TRAFFIC PRIOR TO 1n.,.r,,,.
L CLEARING AND GRUBBING SHALL BE CONFINED TO THOSE ARE.NEEDED FOR CONSTRUCTION.AND AS SHOWN N THE DRAW NOS. THE USE OF COMMERCIAL MATERIAL WHEN NOT SPECIFIED AS A SEPARATE PAY ITEM.THE REMOVAL.AND SALVAGING OF EXISTING SURFACES AND
AGGREGATE BASE AND SUBBASE MATERIAL W.T BE MEASURED AND PAID P.AS REGULAR Ek."TIOh IN ACCORDANCE WITH SECTION 303 CC THE VDOT ''""""''.." V'
2. D STURBEO AREAS BEYOND THE ROADWAY CURB AND WHERE INDICATED ON THE PLANS SWILL RECEIVE TOPSOIL AS NECESSARY AND 45 DIRECTED. POND AND BRIDGE SPECIFICATIONS
SEEDING MIXTURE SHALL BE DETERMINED BY THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK SECTION 3.32 "'"r 11.
3. CONTRACTOR'S PERMRTED TO WORK IN THE PUBLIC RIGHT-OF-WAY AND ANY TEMPORARY OR PERMANENT EASEMENT SHOWN ON THE PLANS. 9. CONSTRUCT ALL INTERSECTIONS AND DR'VElMAY5 UNDER TRAFFIC. ..a,....HIPLA a,y
HOWEVER.CONTRACTOR SHALL NOTIFY PROPERTY OWNER1.51 FORTYEIGH(T(481 HOURS PRIOR TO WORKING ON ANY PRIVATE PROPERTY TO COORDINATE 10.IF USED.TEMPORARY TRAFFIC BARRIER SERVICE SHALL BE INSTALLED AND REMOVED SO AS NOT TO PRESENT ANY BLUNT END OR WIZARD TO'HE ..............r.H"_-,
ACCESS Ah0 TO DETERMINE-A STORAGE ARIA FOR MATERIALS I'NEEDED COORDINATION OF AO.SS TO PUBLIC RIGHT-OF--WAY AND STORAGE OF MOTORING PUBLIC. _,..I..w L'm.w1µH...Air.LXOM.µ.,.,,.flY..41..-N...1,i4,
MATERIALS THEREON SHALL BE COORDINATED WITH THE ENGINEER.CONTRACTORS FAILURE TO NOTIFY AND COORDINATE WITH PROPERTY OWNERS ,CON,,,,,JR SHALL NOTIFY TRAfEJ'PROVIDERS A,,,,,,,A, KS OF TWO WEE PRIOR TO A.,IMPACT OR DfSM1PTION TO REG,.SERVCE OR stops,
AND/OR THE ENGINEER MAY RESULT IN DELAYS.NO ADDITIONAL COMPENSATION OR TIME FOR PERFORMANCE WILL BE GIVEN FOR ANY SUCH DELAYS. r.........n a .,or H,....«,...(..I ..',H...it...Hw I
12.ALL EAST;NG PAVEMENT MARKINGS()INFLICTING WITH PROPOSED CONSTRUCTION PAVEMENT MARKINGS:IF USED)SHALL BE ERADICATED.
4. CONTRACTOR SHALL,AT HIS EXPENSE.MAINTAIN THE WORK SITE IN A CLEAN ANC ORDERLY APPEARANCE AT ALL TIMES.ALL DEBRIS AND SURPLUS ........... Rt.E.R....u 0,1 .....1'..i.......R #014 0,`i,
MATERIAL COLLECTED SHALL BE DISPOSED OF 0,THE WORK SITE BY CONTRACTOR,AT HIS EXPENSE 13.INSTALLATION AND REMOVAL Cf TEMPORARY TRAFFIC CONTROL DEVICES SHALL BE IN ACCORDANCE WiTH THE SECTION 8E125 Of THE WORK AREA ,..»r•ww .�ti.v..«y a +.Au..z r.tr1..I PROTECTION MANUAL. 1
5. EXISTING LAWNS,TREES.SHRUBS,FENCES,UTILITIES,CULVERTS.WALLS.WALKS.DRNEWAYS.POLES,S GNS.RIGHT OF WAY MONUMENTS.MAILBOXES T:YLE -1
AND THE LIKE SMALL BE PROTECTED FROM DAMAGE DURING T.WORK.ANY DAMAGE CAUSED TO SUCK ITEMS SHALL BE REPAIRED OR REPLACED BY 14 USE APPROPRIATE SIGNS TO SHIFT PEDESTRIAN TRAFFIC AS NEEDED Mit.W..M rh.- r�.�-. p v
CONTRACT"CIA AT NO ADDITION COST.PROPERTY PINS DISTURBED BY CONTRACTOR THAT ARE NOT SHOWN ON THE PLANS TO BE DISTURBED SHALL.BE ',S.CONTRACTOR SHALL ASSURE ENCS OF TEMPORARY CONCRETE BARRIER RE USED)DO NOT OBSTRUCT IN r+ WU•M+A�
INTERSECTION SIGHT LINES. A.. u.a1 ..
II,'t
RESTORED BY IICFYSED SURVEYOR AT TEE CONTRACTORS EXPENSE. .. ......,...,...........,.... „-
S. REGULATIONS.MEASURES
'HE INFORMAT A CONTAROL EROSION AND INED NT INTHE CONSTRUCTION SHALL
SST UCTIION PL O puRsuArfr R APFRO AND NVA/PTH +CE WS"SHALL NO WYAfR RELIEVE THE D L� FIRE PREVENTION: , �,a
CONTRACTOR OR HIS AGENT OF ANY LEGAL RESPONSIBILITY WHICH VA,BE REQUIRED EN THE CODE OF VIRGINIA OR ANY ORDINANCE ENACTED BY THE 9I ON Ati f•�
COUNTY OF ALBEMARLE.CONTRACTOR SHALL RROVIDE THE NECESSARY DN0#04ON DITCHES.DIKES.OR TEMPORARY CULVERTS REQUIRED TO PREVENT = SMOK!NCl SHALL NOT BE ALLOWED ANYWHERE ON CAMPUS.'NO SMOKING'SIGNS SHALL 8E POSTED AT EA.BURRING SITE AND WITHIN EACH BUILDING 4.� ��-T5,. ���t+y.
DURING CONSTRUCTION PER L'IRGINIA STATEWIDE FIRE FREVENI QN CODE '�^�'...
AAUC ANC DEBRIS FROM BEING WASHED ONTO THE STREETS OR ADJACENT PROPERTY.CONTRACTOR'S VEHICLES SHALL 3E KEPT CLEAN TO PREVENT
MUD OR OUST FROM BEING DEPOSITED ON STREETS.ND AREA SHALL EF LEFT DENUDED FOR MORE THAN SEMEN 47,CAI ENDAR DAYS. 2. OVERHEAD WIRING 0R OTHER OVERHEAD OBSTRUCTIONS SHALL NOT OE LOWER THAN 13 FEET 6 INCHES OVER A PUBLIC STREET PER THE VIRGINIA 1r4.081..ww.58 =ft APPROVED CLOT
7. CONTRACTOR SHALL DLEAN UP,RESTORE SEED AND MNNTUN ALL DISTURBED AREAS AMA EDIATELY UPON COMPLETION OF WORK.TOPSOIL SEED. STATEWDE FRE PREVENTION CODE. ."' SUBMISSION N0. 2
FERTILIZER AND MOLCH SHALL BE PLACED IN ACCORDANCE WITH COUNTY OF ALBEMARLE STANDARDS ON ALL DISTURBED AREAS A PERMANENT STAND 3, CONTRACTOR SHALL ENSURE THAT BUILDING STREET NUMBERS ARE pW NLY VISIBLE FROM THE FRONTAGE STREET AT ALL TIMES DURING CONSTRUCTION
OF GRASS ADEQUATE TO PREVENT EROSION SHALL BE ESTABLISHED PRIOR TO PNAL ACCEPTANCE ALL EROSION AND SEDIMENT CONTROLS SHALL BE FOR EMEROEYCY RESPONDERS.PER VIRGINIA STATEWIDE FIRE PREVENTION CODE. 1+P98 Wt.., PROJECT 1907100
REMOVED WM.30 DAYS AFTER THE PROJECT IS STAB'LIZED.IMS18i 4, AN APPROVED WATER SUPPLY FOR FIRE PROTECTION SHALL BE MADE AVAILABLE AS SOON AS COMBUSTIBLE MATERIALS ARRIVE ON SITE WASTE AND
8. FOR FURTHER REQUIREMENTS AND DETAILS OF TREE PRESERVATION,#CANTING,EROSION AND SEDIMENT CONTROL.REFER TO THE VRIGIN85 EROSION COMBUSTIBLE DEBRIS SHALL BE REMOVED FROM THE smolt.AT THE END OF EACH DAY.0 DISPOSED OF IN ACCORDANCE WITH VIRGINIA STATEWIDE THE WORK 0 F
AND SEDIMENT CONTROL HANDBOOK. FIRE PREVENTION CODE. t(N E G R A D E
9. AN EROSION AND SEDIMENT CONTROL CONTRACTOR CERTIFICATION E.S.C.C.C)'S REQUIRED FOR ALL LAND DISTUR3ANCE ACTNITES. 5. OPERATIONS INVOLVING THE USE OF CUTTING AND WELDING SHALL BE DONE IN ACCORDMCE WET"CHAPTER 35 OF THE VIRGINIA STATEWIDE FIRE
111 THE CONTRACTOR SHALL PROPERLY INSTALL AND VNNTA'N EROSION AND SEDIMENT CONTROLS FCR THE LIFE 0.THE PROTECT:AND ROUTINELY CHECK PREVENTION CODE. (\/
COYTRO_DEVICES E.7R fE.DURING AND AFTER STORM EVENTS. 6. FIRE EXTINGUISHERS SHILL 13E PROVIDED WITH NOT LESS THAN ONE APPROVED PORTABLE FIRE EXTINGUISHER AT EACH STAIRWAY ON ALL FLOOR LEVELS ti P WHERE(X3MBUSTIBLE MAIERUAI.S HAVE ACCJ,IMLLATED IN ACCORDANCE WITH THE VIRGINIA STATEWIDE FIRE PREVENTION CODE. 1
. VEH CII.AR ACCESS FOR FIRE FIGHTING SHALL SE PROVIDED AT ALL CONSTRUCTION AND DEMOLITION SITES AND TO WITHIN 10C FEET OF TEMPORARY 0R w// /' CO.
PERMANENT FIRE UEPARTMENI CONNECTIONS.VEHICULAR ACCESS SHALL RE(-ARABLE Of SUPPORTING FIRE APPARATUS AND VEHICLE LOADING UNTIE? / /�"
ALL WEATHER CONDITIONS IN ACCORDANCE WIN THE VIRGINIA STATEWIDE FIRE PREVENTION CODE. III
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_____•...„,......_____,,,'
`WJ / BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY.
Epn . • '+ f �, .....„:„/
I / •6n'„ / MAP 5100300a28D8 51003C0107D DATED'FEBRUARY/,.05
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!WIMP.Y ANO✓ORER MY ORIGINAL DAV61 WA.,
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• ~ • G•7.X / / I HEREBY CERTIFY THAT THIS TOPOGRAPHIC SURVEY.TO THE
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VE BEST OF MY PROFS SSN?�IAL KNOWLEDGE AND BELEF,IS
3/A•�00 } • KSESS700 CORRECT.0 COMPLIES WITH THE MIND.•PROCEDURES
Nu6e.04 i -- - -""'--" AND STANCARDS ESTABLISHED BY THE ViiGMA STATE
LEGE/� V BOARD OF ARCHITECTS,PROFESSIONAL ENGINEERS.LAND
t Y SURVEYORS,CERTFIED LANDSCAPE ARCHITECTS AND
DM BRGH TREE a i'�TT.M INTERK)R DESIGNERS
CO+CLEAN OUT \ ♦' i
71 ORANAGE 61LET /a_--'• 67t.f. /• g NOTE.THE LOCATION OF DOS,.UNDERGROUND UTILITIES
OP pOAL POST /MI T•Ap2R f '' / IS SHOWN M AN APPROXIMATE WAY DM, UTIL TES ARE
LP•LIGHT v0_E ♦ •MAO / \ i a LOCATED USING UTILITY COWANY LOCATICAS,CITY/COUNTY
MAG*MAGNOLIA TREE \ a / r UTILITY NAPS,.FELD VERFICATION.THE CONTRACTOR
e PFE BOLLARD ♦ / �' D ( SHAH DETERMINE THE EXACT LOCATION Oi All EXISTMIG
PYC+POLYVINYL CHLORIDE PIPE ` / 1� P t UTILITES BEFORE COMMENCING WORK THEE AGREE TO BE
RCP.REINFORCED CONCRETE Pe+E •1rIEE1/ 6tH.7! yt FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WH•CH MIGHT
•=SION 1 ) \ BE OCCASIONED BY HIS FAILURE TO EXACTLY LOCATE AND
4PR SPRUCE TREE 6' PRESERVE ANY AND ALL UNDERGROUND UTUTES.
44MH.4AMTARY MANHOLE //- -L'-'----
/ /7I)-,SVr/-STORMDRAWMANHOLE `/WMV WATER METER YAU:T / MSS UTILITY K PROJECT A11N<<^01601-O0A
Wl0 WIU.OW OAK TREE i
12TREE25•R•TREE 25• CROWN SPREAD WODD
.500.5C=SPOT ELEVATION NNCNl3+Mto
-•-•--FENCE/HOD.. N.
/
PI ANTE
3 ,rap.wE TOPOGRAPHICSURVEY OF
•BTORN CRA«,OE LNE
�• +""' j a,F,"LTH oo y A PORTION OF
+ L INC LN ?°. f' MOUNTAIN VIEW ELEMENTARY SCHOOL
�•`.,�;,, SU VETINO o(4'4$ `r'> TAX MAP 91 PARCEL 13
sc NFEt hnovoMon kINH¢ify moor. CHRISTOPHER B.KEAN ALBEMARLE COUNTY, VIRGINIA
LIC.NO.2378 SCALE-1•-20'
'" o u so is 632 BEFKMAA CIRCLE tivl 30,702
06 30-2G2/ GONTOI R hTERVAI:2'
CHARLOTTESVILLE•VIRGINIA 77901
P # Z CFCCE"/J/-D7/-H/11 C7N7j�,R�;'ICQ YAti�'65 VERTICAL DATUM
VAX:131-171•T775
0 o Itlfw.YN)OMIIW WyblyCan (,110 0 5100_I$,11.9 c c�r ,.1.006,•7 C I