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HomeMy WebLinkAboutSDP202200054 Plan - Revision 2023-01-04C ......... ° CONG ........ ....... �O7 i�i � / � � C WITH�E HANDRAILS CA YPLANTER \ N (5) 6„ ..°'I�� \\ /� •°..° ( CONCRETE ACCESSIBLE \\ N DNC WITIkI ILSi e EI(5' T NSITIOI� P ANDRA 4" WIDE YEL OW CONC/SDEG THFfR\/) OONC WALLSTRIPE P.) 'O DE \ \, WHITE �� II.. \ -i/ 8- C STRIPE (TYP.) / / CONC. WALL 3'(W) DOOR 3' (W) DOOR 1.3' (W) I s GEOTHER AL LLSUPP AND 10 y.,. (THRESHOLD) OLD) \ SANITARY \ �\ r� ° CANOPY FFE=693.41' (THRESHOLD) RETU N SERVICE NEST (TYP) COLUMN (THRESHOLD) \ �� \ ct ♦ i G 1.010TYP. COLUMN T SEWER U MHS (11) 4" GS/GR (GE THERMAL) PES ♦ S ° 0� 10•OTyP „\ \ N ♦ - ss.96' G m CONNECTION \ TOP=s7s.13' (48" MINIMUM COVER SEE SHEE 800.I D 2/ I,I \ 3'(W)DOOR I / \ \ \ \ INV. 1N=673.74' PVC-LAT 3' (W) I INV. =6 6613' "PVC ��SS44''''�� INV. OUT=66563' 8" PVC C1 18. to ' / INV. 1N=673.44' 8"PVC (NW) DOOR t. b d \ \ \ \ g / g1 / / \ INV. OUT=673.20'8"PVC ADJUST CONE SECTION WWbrr I \ \ \ \ SEE VAULT DETAI ON SHEET 802. I �� a \ OF MANHOLE TOP TO o2 \ 12"DEC 18 / ° Nbs MOVE LID INTO THE s PROPOSED UG ° • '/' CONCRETE SIDEWALK >•! ADJUST CONE SEC�IQN � ENCLOSED \ / 5 ° OF MANHOLE TOP TO '0 VESTIBULE MOVE LID OUTSIDE OF D q q 3'(W)DOOR ® ® GATE _ UGP THE PAVED AREA 3 (WJ DOOR CONC. FFE=693.45' 3'(W D OR CH.. \ \ Q /� e FFE=693.46' CONC. N /R � ° 6" DEC 6" D C (THRESHOLD) FFE=681.36' (THRESHOLD) (BSMT, \ _p \ MATCHLIN SEE SHEET C4.1 ° .. TEMP. ABOVE GROUND 01 WOOD SCREEN WALL \ \ APPROX LOC. TEMP FUEL OIL LINE,. RUN LINES E / I ' ° • 6"DEC :, ,;• , TANK WITH CONTAINME 6 FT HEIGHT GROUND (WITH PROTECTION) AND MA E CONNECTIO 11 yt� °. E1EG,' . p (SEE NOTE #1) FFE=693.42'L1 10 \ EXISTING BURIED LINES OUTSIDE BOIL ING. CONTRACT / °ed; 6'(W)DBL. DOOR O FFE=704.27'L2 \ \ \ SHALL VERIFY LOCATION F EXISTING LIN / °d II , FF -¢¢9 44' 6"DEC R4 ' / I I d" ,� a (2) 6' & -R (GEOTHER AL) P PING CONNECTION MECH A SEE SHF6WcM800. 0 0 6'(W)DBL. DOOR \ \ AD UST GATE o, CONC. FFE=693.43' 12 ADJUST VAULTS, I / ° • ° 3'(W) DOOR ° \ es BACK -FLOW PREVENTER, ALVE PER FFE=693.43' SANITARY Z GRA ING PLAN / 6'(W)DBL. DOOR 3'(W) DOOR \ \ \ Q CONC. (GROUND) HYDRANT AND PIV PER / / ^ UGP APPROX. LOCATION OF EXIST. FIRE LINE CONNECTIOI�ROUNO) PLANTER(TYP) s'(w)Det. DOOR FFE=693.43' ® SEWER \\ \ \ m EVEL 1 FFE=693.40' LEVEL 1 SERVICE FINAL GRADING PLAN 4 % C CONTRACTOR PROTECT DURING CONSTRUCTION BLD LINE BLDLINE STAGE ASSEMBLY AREA PROPOSED \\ \ \ \ \ 6FE=69BL. DOOR ( ) MOVEMENT \ \ \ © I PROPOSED GENERATOR TO BE INSTALLED AFTER FFE=ss3.43' TURN DOWN SLAB \ � cO BACK- w /• / I 6' (W) DBL. DOOR REMOVAL OF COOLING TOWER. FFE=693.43' 3'(W) DOOR ADDITION ADD -ALTERNATE 1. ELE N UT IT I FFE=693.62' SEE SHEET C9.0 APPROXIMATE LOC 20 FT WIDE OVERHEAD EX FIBER OPTICS VAULT. IMP 56-64E SECTIONAL "GARAGE" DOOR CONTRACTOR TO PROTECT CLEANOUT AND ASSOCIATED UTILITY LINE I A CONTRACTOR TO VERIFY x 24' / COUNTY SCHOOL BOARD OF 2 6" RISERS \ m \ ' \ \ / $AN / t EXISTING CROZET O LOCATION PRIOR TO / / " APPPROX. LOCATION OF 12' PVC DOMESTIC WATERLINE. ALBEMARLE COUNTY, VIRGIN/A Q WITH CENTER HANDRAIL CONSTRUCTION. w /(2 JG CONTRACTOR TO FIELD VERIFY PRIOR TO CONSTRUCTION. ELEMENTARY DB. 1044, PG. 498 e4 �. i o \ RELOCATE AND PROTECT WATERLINE ACCORDINGLY. SCHOOL BUILDING DB. 1098, PG. 703 a 102' 2 6" RISERS WITH CENTER HANDRAIL APPROXIMATELOC / / I / PROPOSED 6'(W) DBL. DOOR ZONED: RA (RURAL AREAS) O I \ \ \ EXCOMMLINE. / KITCHEN FFE=70233' MULTI -LEVEL LANDSCAPE RETAINING WALL (TYP.) ° LANDSCAPE RETAINING WALL (TYP.) I \ \ / APPROX. LOC PER ELECTRICAL PLAN. MASONRY, BLOCK& FRAME (2 FT HEIGHT) _,_ _ (2 FT HEIGHT) i CONTRACTOR TO VERIFY ADDITION I \ a REFER TO ELEC. SITE PLAN FOR ROUTING, SCHOOL FACILITY ADD -ALTERNATE 3. SEE SHEET C9.1 8 7" RISERS WITH I \ LOCATION PRIOR TO / / SIZES, QUANTITIES, AND SECTIONS CROZET E.S. STORY STEPS COURTYARD C I \ \ \ P CENTER HANDRAIL CONSTRUCTION. / _ dG (1407CROZETAVENUE) (ASSEMBLY AREA) "NO PARKING ANY / s / 6'(W) DBL. DOOR (8) 7" RISERS WITH n CONCRETE ACCESSIBLE I \ p�II / FFE=7o235' 6'(W)DBL. 6'(W)oBL. DOOR i' RAMP WITH HANDRAILS TIME" SIG AI / /' d o=704.32' CENTER HANDRAIL / CURB ® ® ® ® ® ® ® ® ® ® ® ® ® ® ® BLACK OMEGA FENCE 15'WIDTHUN RGROUND / 6'(W)OBL. DOOR CAST IN PLACE CONCRETE R° TO=678.66\ RAMP WITH GATE (5FT TALL) r UTILITYEASEMEN FORV/RGINI / LOADING DOCK SEE ARCH. PLANS :. `FFE=704.30' ,. f I / / RS' ( ) 1 RETAINING WALL (TYP.) + ' d' I INV. IN=664.93'8 VC (N) OUTF LL #2 (V RM DA "B")\ ELECTRIC BOWER COMP NY / o ° ° PROPOSED INV. IN=664.87'8" VC(W) ' DB. 1101, P . 3f0 / I / ° ° (6) 6" RISERS WITH HANDRAIL CANOPY ' (4 FT HEIGHT) / Z d ' E N CLASSROOM INV. OUT=664.84' "PVC CONTRACTOR T� ( ;. ° d „ (SE NOTE 5) a ,. <• ADDITION I k \ PROVIDE TEMPOR RY GREASE TRAP, SEE MEP PLANS 8 ° ° ` I RE ENX Y PLANTED WHIPS PROVIDE PO ION OF 3' W OBL.ADD-ALTERNATE 4. 31' . $i , 3' (WJ DOOR j, ° e! 'a 5P / I I W ERLINE FLAGPOLE -_ __ - - _ _ _ - OVERHEAD FIBER DOOR SEE SHEET C9.1 BLACK OMEGA FENCE / / SKETCH, BASED 6' d °, ., •. d' ADA RAMP WITH HANDRAILS '1\ 8' OPTICS LINE 6URING I I ON CSA GIS J OUTDOOR SITTING AREA 'S s e •':.d 9d a ' I / ° ! d e n { ° WITH GATE (5FT TALL) CONS41RUCTIODf / (SEE ARCH. PLANS) ' d ' ?° PLACE CONCRETE CROSSW LK STRIPING SEAT WALL W/ BACKING ° • Q' CURB RAMP d ° ` b' ' SEAT WALL A. RETAINING WALL (TYP.)\\ 5' r 1 •.8 ' .e (4) 6" RISERS 4:. ' 10 • ° JR$ ) SEE ARCH. PLANS w a , (TYP') WITH HANDRAIL ° 20' (3 FT HEIGHT) I O \ 1 ° • '...d �$ ° 6' SEE NOTE 5 I \ \ ° °'" WITH HANDRAILS (3) 6' x 5' DU PS (3) 6" RISERSO 3 ()TOP=698.05' W EN�LOU P ° .d . (3) 6„ RISER .. ; .. "N .°, �. b b b + . , ed VDOT HR-1 INV. IN=680.35'8"PVC ° ° WITH HANDRAIL CURB RAMP a c a ARKIN EIRE LAt�f�SIGN I INV. OUT=680.25'8"PVC I 12 ° 15 NO PARKING FIRE tl ° - d.. '° a .d' ° e a° .° I I I I I R3 0. LANE" SIGN L . =2$' =- d • 5.8b' \ \ \ °..8q. ° d �_ S�'VK B CG-12 CURB �' •• Q d I I I I 13 ,. _2 I I I CURB •°° °d d „ND pARKy CG-12 O°°o �8) BOLLARDS°° o FLUSH CURB e A EP BIKE RACKS CG ° 7 I % I 2 . R5' '-♦-- �_ "NO PARKING t ^ CROSSWALK (2x) 7 LOOP I + \ \ \ I m I RAMP FIRE LANE" SIGN CROSSWALK w= DETECTABLE WARNING STRIP ° ° REMOVE FLAG�LE-- FIRE LANE" SIGN �� GSTRIPING (TYP.) - - -BIKES a, D I 7' I ER STRIPING TYP. - S S L I S G WITH "N PARKIN ANY CURBS P ROD TO 4 ADA PARKING SI S _ I G Iy, EE HEET C1.4 I y o w �y _. �� �� O - -- - S S tiv WITH DRAILS I \ I I TIME" SIGN yC 14 PAINTED YEL W EXIST. CURB BE PLACED ON TOP OF -� w \ FIRE LANE RB = I EXIST. FLAG POLE = 6' I WATE MAIN PAINTED YELLOW CG-2 aETAINiN ALL WITH LARDS R15' I I I II I • • • • (2) ADA PARKING q FIRE LANE CURB \ °. $PFETY:RAII I N ......... 8 4j B ib b 8_ b 6„ -�I CG-12 ' 4 CG-12 CG=12- q g q q q :STRUCTU. LA. WINGS. I \ \ I ........ �UGU -UGP- OWN-- GP t" -UGP UG R26' a (3:5FT:HEIGHTj: I \ I R LOCATE 8" WATERLINE I N r UGP - ° e" 12^ 6" R50' I \ I 20'A6SAWATERLINE I I U CONC. SWK --- 5' a CG-2' �G-y7 _'4' G-2. 5 --- --- ------ CONC.SWK --- -- --- - - --- -1 \ e.. , - ° i CURB °, EASEMENT- - D - --- - - -- --- ------ --- ---- - - -- -r -- - --- --- ---- -- --- -- --- --- ---- D --- -- -- ♦HAND H}�LE. STUB UP FUTURE ;. INTE YELL W ' ' ion •'•; b °• \":�; \ \off \ \ EV CHARGING CONDUITS. a FIR LA E B 13 1$'.'.'.' '....'.'.'.'.'........'.'.'. 1 O CU O ... ... •° ..:. � 12"DEC I I .... ... ....;..;....'..'..' '..'..'.' BUILDING , I I I ....'.'......'.'.'.'.. .....'. '. '.'. I: '..... .. ... �. .... .... .. co OVERHANG \ I 1......................... �....... o I I I R4' R4' CG-2 RF 8' 8' 8'-1�9'�I (12SPACES) EXIST. CURB I I I EXIST. CURB \ vN STOP SIGN AND R5' - \ RESTRIPE EXISTING (6) CONC. WHEELS, 5' 5' RESTRIPE EXISTING j U - STOP BAR- - PARKING SPACES -STOPS_ - _ _ - - - - - - - - - PARKING SPACES - (MANAGED) STEEP SLOPES ,, I I PAINTED YELLOW . ° \ z I RELOCATE POWER (6) CONC. WHEEL 4" WIDE WHITE I I I RELOCATE FIRE LANE CURB LINE AND TIE IN LIGHT (5 SPACES) I (5SPACFs) STOPS STRIPE (TYP.) (12SPA CES) STOP SIGN AND RF PAINTED YELLOW 1 0 I I POWER LINE R3' R3 POLE SERVICE IST. CURB STOP BAR ° Z I I I a FIRE LANE CURB 60' W W. I I "NO GAR TRAFFIC I ... P') 4" WIDE WHI E I I RELOTE POWER N ° "NO PARKING \ BETVEN TF�E HOURS OF I I O SO' SPACE L NG, O I I © LINE AND TIE I LIGH PAINTE YELLOW I U ° FIRE LANE" SIGN \ I 30AM - 8:30AM AND 1 24' I POTENTIAL NEW POLE SERVIC -FIRE NECURB I 5' II2:OOPIv� - 3:OOFIM MONDAY - I I EP SCHOOL S N EP 26' F IDAY" SIGN. N CURB 4" WIDE WHITE O CONT CTO TO SUBMIT I c7 I cuRe 4" WIDE WHITE D I ROOF F SIG THROUGH I I I ........ IPE TYP. GP (T\ P) STR P. �UBMIT AL PR CESS FOR . I APPROVAL. �.. .. 13 '..'.'.'.'.'............ ...... 4. IPE' . ITE'.'.. 1 .................. 18j......... '.'.'.'.'.' R14' - I I I x I ? CG 2 .' I .. STR PE, 2" ONG, D \ . I INO PAF� MEC�SIGN R10 R10' Rg, CG 2 10' PACE . j I N R5' g, R5' . l . I - - 'FRONT SETBACK d \ • IORETENUION R3' / CONCRETE I I II I I U \ 4" WIDE WHITE - - (TYP.)- SIDEWALK FACICITY� I NO�EFT T RN SIGN �o STRIPING (TYP.) 24' - - - - - \ U z I U y� STOP SI N AND -- .. D N I (R3-2 I I m l \ R 9' STOP B -91 I I ti UJ (TYP.) R R20' RZ RZ' R20' CG-2 a ° R56' EMERGENCY ACCESS I I I I I R10' CG_2 .............. ..... ...ftE ... I ................. 156 LF o . .. .. ... . . I WO .'.'.'..'.'.'.'.'...:..:... .....::............R10z0'R74' ' � • ..........'...... .. ... ... ... .. .. ... .. ... REINFORCED TURF GRASSPAVE2 OICG-2...'.'.'.'...'.'.'.'...............'..'...........'.'.'.'..'.'.'.'.'..'.'.'.'.' SIGN > \ CONTECH URBANGREEN "STIC PAVERS) \ T I I I I"D NOT (2) FIX DLLARDS 4„ WIDE WHITE : • G- T < • 1 q A OUTFALL #1 (VRRM DA „A„) I I NTE - ES WITH D-RIN yq\ STRIPE (TYP.) 20'WATERLINEE4SEMENT- GP I I ON SIGN FOR ALBEMARLE COUNTY •,° 'UUF 9 I I I \ \ SERV/CEAUTHOR/TY R25' O ( 1 8"DEC 8- DEC / I I III I HIGFi�ONTRAST \ \ DB. 11s3, PG. 28 �' I PAINTED YELLOW FIRE LANE CURB OF \ 6"DEC \"DEC l I YELLOW TRIPING (TYP.) \ PAINTED Y LLOW FIRE LANE CURB i� 4" WIDE WHITE I I I I I O \ / \ AI N STRIPE OF 4" WIDE WHITE � �APPROX TREE PAVEMENT 12' a.°. STRIPE TYP. DRIPL/NE(TYP.) _ J 12' 2-4" FIBER OPTICS (TYP.) - T\�o�n EC STRIPING - - OF b \ 8"DEC --- UFO 12' 1Z 5 - uF CONDUITS - - FHA I I II I I I I (1)-3/4" ONDUIT (POWER) R20' - _ � - DEC(1)-2" CONDUIT (FIBER) 4" WIDE WHITE OC ' I 1 10' R25' VE. I I I C9 "NO P� KING ANY T CURB STRIPE __ 4' TI E SIGN APPROX. THE UFO `� 3 REMOVABLE BOLLARDS R10' 750' TD ST. GEORGE A I I I � TRANSITION R20' I `}_ _ _�� O APPROX. I m I \ I VARIABLE WIDTH POLE LINE _ ° _ EP I I I I EASEMENT FORV/RG TIE IN NEW FIBER OPTICS I- I _ ELECTRIC POWE OMPANY LINE TO EXISTING - o MODIFIED CG-12 TYPE TO gALLAR2 DR. I I II i O8. 1101, PG. - - - �_� RZ j A CURB RAMP EP APPROX.9� ----- I I / R2' REPAINT RTION OFOEXIST. 6" CLASS-52 DIP II CROSSWALK � EP MUTCD STD ' _ _ _-UFO- woo I II - - TURN ARROWS � _ _ £URB I \ pHP OHS P SLOPES EXIST. STOP BAR.MONI _- I MANAGED) EXIST. STOP I TO CONTRACTOR >_ o I -� CON - UFO _ C LOCATECONNECT TO SIGN R45' EP - .UFO _ EXISTING WATERLINE ®HP� I -- j I ® -UF011- REPLACE CROZET 6" g� I R45' H EP _ CON PING SLEEVE AND VALVE. T AVENUE UFO- _ _---__- � CONCRETE SOH SAN� --_-- "DO NOT ENTER- dHo CROZE � I CURB ��UFO� ____-- -_ SIDEVIJ S- 810 ^ C(jt� _ BUSES ONLY" SIGN d STATE ROUT NAR. WIDTH RIM _ _ _ _ _ --- oN IL GRAVEL STOP SIGN AND VE. Ho EP -UFO- = off P ENTR. MHS TO ST. GEORGE A DB. 1096, PG. 741 E� _ -UFO_ _ _- _ _-- -� - EP TOP=704.14' STOP BAR APPROX. 1,275' Ho C&G TO St Gg E- _ --� oHP- 065' C' _ INV. IN=692.25'8"PVC �W- APPROX. 1, INV.OUT=692.03EP _---_ - oHP�- LEGEND: BALARDDR' oHP .375 PPROD OHP CONC. SWK EP C&G _ CONC. SWK v, a 10,4 STEEP SLOPES (MANAGED) OHp- a .• CONCRETE SIDEWALK GRAVEL ROAD C/HO NOTES: � OHP- _d 1. � �� CONTRACTOR SHALL PROVE OE1ilIP RARY ABOVE GROUND OIL FUEL TANK WITH CONTAINMENT TO SERVICE HEAVY DUTY CONCRETE REINFORCED TURF THE SCHOOL NG-F {HE WINTER MONTHS WHILE CONSTRUCTION IS ONGOING. CONTRACTOR IS TO MAINTAIN d O TANK SO THAT ACPS CAN KEEP IT FILLED; THERE SHALL BE NO GAP IN AVAILABILITY OF FUEL OIL WHILE SCHOOL IS IN SESSIONS DURING THE TRANSITION TO THE TEMPORARY TANK. REFER TO ARCH/MEP HEAVY DUTY ASPHALT BIORETENTION PLANTINGS DRAWINGS FOR FURTHER DETAILS AND UTILITY ROUTING. 68 abN 111111 2. A KNOX BOX SHALL BE REQUIRED FOR THE PROPOSED BUILDING ADDITIONS. CONTRACTOR SHALL COORDINATE WITH THE FIRE MARSHAL'S OFFICE FOR FINAL LOCATION. LIGHT DUTY ASPHALT P°°�� MULCH PLAY AREA 3. EACH OUTDOOR LUMINARE EQUIPPED WITH A LAMP THAT EMITS 3,000 OR MORE INITIAL LUMENS SHALL BE A FULL �p�DDpD CUTOFF LUMINARE AND SHALL BE ARRANGED OR SHIELDED TO REFLECT LIGHT AWAY FROM ADJOINING RESIDENTIAL DISTRICTS. SEE SITE PHOTOMETRIC SHEETS FOR ADDITIONAL INFORMATION. ASPHALT TO BE MILLED & OVERLAID STONE DUST 4. BIORETENTION BASINS MAY NOT BE CONSTRUCTED UNTIL ALL CONTRIBUTING DRAINAGE AREAS ARE STABILIZED. SCALE 1"=20' 5. BIORETENTION FACILITIES MUST BE CONSTRUCTED IN ACCORDANCE WITH WP0202000039 PLAN. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR CONCRETE RETAINING WALLS TO CIVIL AND STRUCTURAL EXPOSED AGGREGATE GRAVEL FILTER STRIP ENGINEERS FOR APPROVAL PRIOR TO CONSTRUCTION. 0 20' 40' V M 1) 0 VMDO Architects vmdo.com 434.296.5684 200 E Market Street 2000 Pennsylvania Ave NW Ste 7000 Charlottesville, VA 22902 Washington. DC 20006 TIMMONS GROUP YOUR VISION ACHIEVED THROUGH OURS. eCb marle County Public Schools ALBEMARLE COUNTY PUBLIC SCHOOLS CROZET ELEMENTARY SCHOOL ADDITION, RENOVATION AND SITE IMPROVEMENTS 1407 Crozet Avenue, Crozet, VA 22932 VDOE Project Number 002-34-00-101 VMDO Project Number 1284 Checked By Designed By Drawn By cyan A Cichocki Z Lie. No. 53741 71$A5 .4V, B. CICHOCKI K. ROESER K. ROESER ISSUES AND REVISIONS NO. SUBMITTAL DATE 1 FINAL SITE PLAN & WPO PLAN SUBMISSION 10.AUG.2020 2 FINAL SITE PLAN RESUBMISSION #1 25.NOV.2020 3 WPO PLAN RESUBMISSION #1 02.DEC.2020 4 FINAL SITE PLAN & WPO PLAN SUBMISSION 05.FEB.2021 5 SIGNATURE SET 18.MAR.2021 6 WPOAMENDMENT#1 28.MAY.2021 7 WPOAMENDMENT#2 24.AUG.2022 8 MINOR SITE PLAN AMENDMENT #1 24.AUG.2022 9 MINOR SITE PLAN AMENDMENT #1 RESUB. 24.00T.2022 10 MINOR SITE PLAN AMENDMENT #1 RESUB. 3.JAN.2023 LAYOUT & UTILITY PLAN C4.0