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HomeMy WebLinkAboutARB201400021 Plan - Approved 2014-02-24EXTERIOR FINISH & GLASS SCHEDULE G21 EXTERIOR BRICK rG21 ALUMINUM BRISE SOLEIL BR -1 BELDEN, WARM GRAY 3 COLOR BLEND ST 2 YKK THERMASHADE® G21 MAYO BLEND, MODULAR SIZE FINISH: BLACK ANODIZED #YK1 N, 18" PROJECTION X 5 "THICK __�'-� L'i �' J_rL -L _i_- MORTAR: ARGOS, COLOR: SAHARA 1 u -_ OOr STANDARD SQUARE OUTRIGGER WITH RECTANGULAR FASCIA AND PLANAR BLADES PMF -1 PREFINISHED METAL FASCIA ST -3 INTERIOR LIGHT SHELF YKK ALUMINUM INTERIOR LIGHT SHELF SYSTEM COLOR: BLACK ANODIZED TO MATCH STOREFRONT LUMINANCE& FINISH: BONE WHITE UC43350, 18" PROJECTION X 4MM THICK WD -21 WOOD COMPOSITE PANELING RESYSTA CP140 STANDARD PROFILE (AT VESTIBULE WALLS ,CEILINGS, & EXTERIOR CANOPIES) COLOR: SIAM (C -14) 6" W X 12'L X 1/2" THICK (PROVIDE RESFI 2812 - 1/2" THICK FASCIA TRIM @ OUTSIDE CORNERS - RE: DETAILS 2 & 5/ A4.3) EC -1 PARAPET WALL COPING COLOR: BLACK ANODIZED TO MATCH STOREFRONT GS -1 GREEN SCREEN GREEN SCREEN, WALL HUNG TRELLIS PANEL MATTE BLACK, 7 -6 W X 4 -10 H, X 3 THICK MARK THICKNESS TYPE TINT REMARKS EXTERIOR PAINT FOR ARCHITECTURAL METAL G1 1/4" TEMPERED CLEAR SUMTER COATINGS, FLAT COATING FOR EXTERIOR STEEL PT -21 885N3879 / MATTE BLACK (STAIN SHIELD ENAMEL). NOTE: PAINT CAN BE CUT UP TO 15% WITH G2 1/4" ANNEALED ONEWAY GLASS ONE WAY VIEW FROM OFFICE (NOT USED) I � GS -1 BR -1 MINERAL SPIRITS FOR SPRAYING OR UP TO 4% FOR BRUSH ON APPLICATIONS. CONTACT NATIONAL ACCOUNT REPRESENTATIVE FOR ADDITIONAL INFORMATION. G3 1/4" LAMINATED CLEAR EXTERIOR PAINT FOR UTILITY METAL PT SHERWIN WILLIAMS, PRO INDUSTRIAL MULTI - SURFACE ACRYLIC COATING -22C SW2827 / COLONIAL REVIVAL STONE, MUST BE USED WITH PRO INDUSTRIAL PRO -CRYL UNIVERSAL Gl l 1/2" TEMPERED CLEAR BUTT GLAZE PRIMER G21 1" TEMPERED CLEAR INSULATED (PROVIDE 2" MULLIONS @ EXTERIOR WINDOWS WHERE SHOWN) ST -1 ALUMINUM STOREFRONT YKK YES 45F1, THERMALLY BROKEN THIN PROFILE STOREFRONT WITH CENTER SET GLASS FINISH: BLACK ANNODIZED #YK1 N, 2" X 4-1/2" G31 V TEMPERED ACID ETCHED INSULATED (PROVIDE 2" MULLIONS @ EXTERIOR WINDOWS WHERE SHOWN) MINIMUM NON - OPERABLE WINDOWS OPERABLE WINDOWS /DOORS SOLID STEEL DOORS SPECIFICATIONS: DOUBLE PANE WITH LOW E, THERMALLY BROKEN U- VALUE: 0.86 U- VALUE: 0.29 U- VALUE: 0.29 SHGC: 0.74 SHGC: 0.36 REFLECTANCE (OUTDOOR): 8% REFLECTANCE (OUTDOOR): 10% REFLECTANCE (INDOOR): 8% REFLECTANCE (INDOOR): 11% *PER CITY COMMENTS= VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE ELIMINATED. ROOF LINE BEYOND 2 A3.1 TO O —L _ - -s1 - 17- - - -.— -- 1.._ -- -- - - - - - - l- BIR -1 --- - -- JO T _ -------- - - - - ) BR-1 7 1 T - b' - - - - - - - __7 z �- _ - - - - - - - BR _,_ - - - - - - -- - - - -ter 1 r s _LL- - r i - -_- _ -- -- _ -. - _ - - -- - - - -- - _ - - - - - T - - - -1 - - - - - G21 G21 G21 G21 GI GI - - ST -1 - G21 G21 G21 rG21 G21 G21 3 A4.1 G21 G21 G21 G21 G21 G21 -y ST 1 G31 G310 L � f g 1 - I fi i J 4.3 z ST -2 _ 7-' - OT �L G31 G31 L- �O s I T 1 yr- T _J T -- L7 / 7 O O 1 WEST ELEVATION c 1/-F = 1 -u OVERFLOW SCUPPER PT -22C RE: 4AI.8 NORTH ELEVATION 1/4" = l' -0" *CENTER LIGHT FIXTURES OVER OPENINGS. _ 22'- 7 5/8" TOP PLATE rmr- i 10 I/4" TOPyPL,ATE BR -1 _ 16' 10 1 14" 4MF -1 TOP _ PLATE I _ 14'-9" C/L OF LIGHT - 13' -9" C/L SMLIGNY FIXTURE 12' -I 1/4" T /CANOPY O II' -4" E3/HEADER PT -21 I 6' -4" BJWINDOVV SILL I DBR- I 0' -0" FINISH BLAB ©FOLD FELT FLAP AT HEAD AND SECURE IN PLACE MEMBRANE HEAD FLASHING (III"'• Im.U.N. OFOLD UP FELT TO EXPOSE SHEATHING MEMBRANE--\ SILL FLASHING OVERLAP FELT 8" MIN. —FELT EXTERIOR SHEATHING O TAPE CORNERS MEMBRANE JAMB FLASHING MEMBRANE SILL FLASHING DIAGONAL CUT AT CORNER OINSTALL SELF ADHERING MEMBRANE FLASHING TO HEAD (OVERLAP HEAD 3" MIN. AND JAMB FLASHING) ® INSTALL SELF /O ' ADHERING MEMBRANE FELT FLASHING AT JAMBS EXTERIOR (OVERLAP JAMB 3" SHEATHING MIN. AND SILL FLASHING) �rn OCUT FELT AND WRAP AT — JAMBS AND SILL (3' MIN.) OINSTALL SELF ADHERING MEMBRANE SILL Fl_A.gwlNr� " 'FELT EXTERIOR SHEATHING STOREFRONT FLASHING 5 NOT TO SCALE NOTE USE GRACE ICE E WATER SHIELD IN LIEU OF INSULATION SHEET METAL FLASHING- 1/2" GYPSUM REFE=R TO MANUF, SPECS. BOARD -- #30 BLDG. FELT, HORIZONTALLY. BEGIN AT BOTTOM AND WORK UP THE WALL -- -- (PROVIDE 6" MINIMUM LAP), TYP. ! q, 1/2" CDX PLYWOOD SHEATHING 2" MIN. AIR GAP CORRUGATED BRICK TIE EA. SIDE OF JOINT BRICK TIE SPANNING JOINT 16" O.C. (SHALL NOT BE IN THE SAME COURSE AS TIES BRICK VENEER TO WALL) SEALANT - COLOR TO MATCH CONTROL JOINT MATERIAL MORTAR BRICK CONTROL JOINT DETAIL 3 "= l' -0" DOUBLE CONT. 2X12 — T'REATED TOP PLATE MEMBRANE ROOFING P'REFINISHED METAL= FASCIA - FINISH TO MATCH STOREFRONT BLOCKING AS REQ'D- TOP OF PLATE RE+ ELEVATIONS TAPE ALL FELT — EDGES I LAYER OF #30 FELT Y2 "' CDX PLYWOOD SI- IEATHING � TAN ROOFING MEMBR) TREATED 2X10 BLOCKI 2X6 WD. STUDS ® _ 16 " O.C. N CORRUGATED BRICK - TIES ® 16" O.C. BRICK VENEER 2 (LAYERS OF 1/2" PLYWOOD "BLOCKIN " WIDE E LONG ENOU N FASTEN TO TWO ST C WRAP TYVEK OVER BLOCKING VARIES, RE: - - -- -' ELEVATIONS PROVIDE WHIP FOR- LIGHT FIXTURE POWER RE ELECTRICAL WALL MOUNTED LIGHT FIXTURE, RE: ELECT. DIM/GS. I LAYER OF n30 FELT PARAPET DETAIL 3 "= 1' -0" 22'- 7 5/8" TOP PLATE= _ 18'- 10 114" TOP PLATE 16'- 10 114" TOP PLATE _ 13' -9" C/L OF LIGHT FIXTURE 12' -1 114" T /CANOPY 11' -4" B /HEADFQ I' -8" T /f20WLOCK SILL 0' -0" FINISH SLAB G3 - - -- __ .}.__ . -` � - - __ __ _ _ -L, _ � _- - - L �. -�_i __�'-� L'i �' J_rL -L _i_- 11- 1 u -_ OOr T 1 -- - -_ - T 1�S_� i _ - L BR -1 I � GS -1 BR -1 WEST ELEVATION c 1/-F = 1 -u OVERFLOW SCUPPER PT -22C RE: 4AI.8 NORTH ELEVATION 1/4" = l' -0" *CENTER LIGHT FIXTURES OVER OPENINGS. _ 22'- 7 5/8" TOP PLATE rmr- i 10 I/4" TOPyPL,ATE BR -1 _ 16' 10 1 14" 4MF -1 TOP _ PLATE I _ 14'-9" C/L OF LIGHT - 13' -9" C/L SMLIGNY FIXTURE 12' -I 1/4" T /CANOPY O II' -4" E3/HEADER PT -21 I 6' -4" BJWINDOVV SILL I DBR- I 0' -0" FINISH BLAB ©FOLD FELT FLAP AT HEAD AND SECURE IN PLACE MEMBRANE HEAD FLASHING (III"'• Im.U.N. OFOLD UP FELT TO EXPOSE SHEATHING MEMBRANE--\ SILL FLASHING OVERLAP FELT 8" MIN. —FELT EXTERIOR SHEATHING O TAPE CORNERS MEMBRANE JAMB FLASHING MEMBRANE SILL FLASHING DIAGONAL CUT AT CORNER OINSTALL SELF ADHERING MEMBRANE FLASHING TO HEAD (OVERLAP HEAD 3" MIN. AND JAMB FLASHING) ® INSTALL SELF /O ' ADHERING MEMBRANE FELT FLASHING AT JAMBS EXTERIOR (OVERLAP JAMB 3" SHEATHING MIN. AND SILL FLASHING) �rn OCUT FELT AND WRAP AT — JAMBS AND SILL (3' MIN.) OINSTALL SELF ADHERING MEMBRANE SILL Fl_A.gwlNr� " 'FELT EXTERIOR SHEATHING STOREFRONT FLASHING 5 NOT TO SCALE NOTE USE GRACE ICE E WATER SHIELD IN LIEU OF INSULATION SHEET METAL FLASHING- 1/2" GYPSUM REFE=R TO MANUF, SPECS. BOARD -- #30 BLDG. FELT, HORIZONTALLY. BEGIN AT BOTTOM AND WORK UP THE WALL -- -- (PROVIDE 6" MINIMUM LAP), TYP. ! q, 1/2" CDX PLYWOOD SHEATHING 2" MIN. AIR GAP CORRUGATED BRICK TIE EA. SIDE OF JOINT BRICK TIE SPANNING JOINT 16" O.C. (SHALL NOT BE IN THE SAME COURSE AS TIES BRICK VENEER TO WALL) SEALANT - COLOR TO MATCH CONTROL JOINT MATERIAL MORTAR BRICK CONTROL JOINT DETAIL 3 "= l' -0" DOUBLE CONT. 2X12 — T'REATED TOP PLATE MEMBRANE ROOFING P'REFINISHED METAL= FASCIA - FINISH TO MATCH STOREFRONT BLOCKING AS REQ'D- TOP OF PLATE RE+ ELEVATIONS TAPE ALL FELT — EDGES I LAYER OF #30 FELT Y2 "' CDX PLYWOOD SI- IEATHING � TAN ROOFING MEMBR) TREATED 2X10 BLOCKI 2X6 WD. STUDS ® _ 16 " O.C. N CORRUGATED BRICK - TIES ® 16" O.C. BRICK VENEER 2 (LAYERS OF 1/2" PLYWOOD "BLOCKIN " WIDE E LONG ENOU N FASTEN TO TWO ST C WRAP TYVEK OVER BLOCKING VARIES, RE: - - -- -' ELEVATIONS PROVIDE WHIP FOR- LIGHT FIXTURE POWER RE ELECTRICAL WALL MOUNTED LIGHT FIXTURE, RE: ELECT. DIM/GS. I LAYER OF n30 FELT PARAPET DETAIL 3 "= 1' -0" 22'- 7 5/8" TOP PLATE= _ 18'- 10 114" TOP PLATE 16'- 10 114" TOP PLATE _ 13' -9" C/L OF LIGHT FIXTURE 12' -1 114" T /CANOPY 11' -4" B /HEADFQ I' -8" T /f20WLOCK SILL 0' -0" FINISH SLAB *PER CITY COMMENTS VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE ELIMINATED. BR -1 EC -1 DF- ROOF LINE BEY PT -22C EAST ELEVATION 3 2.1 BR -1 I I EC -1 I EM:FD-1 _ i L ,L L J J L - T!- - -- - -- - - - - -- - 1 -- - - - - -� - - zL t _L � -JUIN 1 -, _T - L 1 � r EXTERIOR FINISH & GLASS SCHEDULE G31 EXTERIOR BRICK ALUMINUM BRISE SOLEIL OBELDEN, BR 1 WARM GRAY 3 COLOR BLEND 2 O YKK THERMASHADE® G31 MAYO BLEND, MODULAR SIZE ST FINISH: BLACK ANODIZED #YK1 N, 18" PROJECTION X STHICK MORTAR: ARGOS, COLOR: SAHARA STANDARD SQUARE OUTRIGGER WITH RECTANGULAR FASCIA AND PLANAR BLADES PMF PREFINISHED METAL FASCIA ST -3 INTERIOR LIGHT SHELF YKK ALUMINUM INTERIOR LIGHT SHELF SYSTEM -1 COLOR: BLACK ANODIIZED TO MATCH STOREFRONT LUMINANCE®, FINISH: BONE WHITE UC43350, 18" PROJECTION X 4MM THICK WD -21 WOOD COMPOSITE PANELING RESYSTA CP140 STANDARD PROFILE (AT VESTIBULE WALLS ,CEILINGS, & EXTERIOR CANOPIES) COLOR: SIAM (C -14) 6" W X 12'L X 1/2" THICK (PROVIDE RESF12812 - 1/2" THICK FASCIA TRIM @ OUTSIDE CORNERS - RE: DETAILS 2 & 5/ A4.3) EC -1 PARAPET WALL COPING COLOR: BLACK ANODIZED TO MATCH STOREFRONT GS -1 GREEN SCREEN GREEN SCREEN, WALL HUNG TRELLIS PANEL MATTE BLACK, 7' -6 "W X,4'- I 0"H, X 3" THICK MARK THICKNESS TYPE TINT REMARKS EXTERIOR PAINT FOR ARCHITECTURAL METAL PT -21 SUMTER COATINGS, FLAT COATING FOR EXTERIOR STEEL 885N3879 / MATTE BLACK (STAIN SHIELD ENAMEL). NOTE: PAINT CAN BE CUT UP TO 15% WITH G1 1/4" TEMPERED CLEAR MINERAL SPIRITS FOR SPRAYING OR UP TO 4% FOR BRUSH ON APPLICATIONS. CONTACT G2 1/4" ANNEALED ONE:WAY GLASS ONE WAY VIEW FROM OFFICE (NOT USED) NATIONAL ACCOUNT REPRESENTATIVE FOR ADDITIONAL INFORMATION. G3 114" LAMINATED CLEAR EXTERIOR PAINT FOR UTILITY METAL SHERWIN WILLIAMS, PRO INDUSTRIAL MULTI - SURFACE ACRYLIC COATING PT -22C SW2827 / COLONIAL REVIVAL STONE, MUST BE USED WITH PRO INDUSTRIAL PRO -CRYL UNIVERSAL G11 1/2" TEMPERED CLEAR BUTT GLAZE PRIMER G21 1" TEMPERED CLEAR INSULATED (PROVIDE 2" MULLIONS @ EXTERIOR WINDOWS WHERE SHOWN) ALUMINUM STOREFRONT G31 1" TEMPERED ACID ETCHED INSULATED (PROVIDE 2" MULLIONS @ EXTERIOR WINDOWS WHERE SHOWN) ST -1 YKK YES 45FI, THERMALLY BROKEN THIN PROFILE STOREFRONT WITH CENTER SET GLASS FINISH: BLACK ANNODIZED #YK1 N, 2" X 4-1/2" MINIMUM NON - OPERABLE WINDOWS OPERABLE WINDOWS /DOORS SOLID STEEL DOORS SPECIFICATIONS: DOUBLE PANE WITH LOW E, THERMALLY BROKEN U- VALUE: 0.86 U- VALUE: 0.29 U- VALUE: 0.29 SHGC: 0.74 SHGC: 0.36 REFLECTANCE (OUTDOOR): 8% REFLECTANCE (OUTDOOR): 10% REFLECTANCE (INDOOR): 8% REFLECTANCE (INDOOR): 11% r�_ . _L ST -1 TT mss-- �s G21 G21 s �- ST -2 T z ; G21 _G21 ZYT- _J: _ST7 r 4 - \ 7s x. 7 LT, EC -1 PMF -1 RR -1 G31 G31 rT ST 2 �r T G31 G31 -' - - i T� T - -rs GS -1 G31 1_ r ,- -' - - - - Z-_r- _ - r - - r l __ - L r�=r�i _ L,L rr BR -1 6T -22C *NOTE', ALL ELECTRICAL SOUTH ELEVATION PAINT PT-22C METER - G f 1/4" = 1' -0„ SIGNAGE UNDER SEPARATE PERMIT - NOT IN CONTRACT - G31 G31 ss �__ T ! 1- G31 G31 -_ -L1Sr- ] r l T z- r I _E .. 1 3 SIGNAGE UNDER A3.1 A2.1 SEPARATE PERMIT - NOT IN CONTRACT EC -1 _ 22'- 7 5/8" TOP PLATE 1:. I - PMF - 1 2 f' I SIM BR -1 18'-101/4 TOP PLATE f z 16- 10 1/4„ TOP PLATE 7 -1- L 1 _ _r z- r rte' r�� 13' -9" C/L OF LIGHT ��� =I-��- � J�, -_- �-. Tz �z� �-� � -r_-- � � �� � T� - - FIXTURE Ls - X11 1,- �. JOIN S rs-z�� r DT-1 �- - L ; T- 12' -I I14" T /CANOPY z_J__ 14 II' -4" B /HEADER - - 1 _ - GI GI 1� J_- A4.2 T — TT= G21 G21 _� IF — F — — — 11 r1 �- PT -21 _L �I (I II _ II 41 II GI GI L, G21 G21 I L. _ _J L - - _J L . - - l l 6' -4" B /WINDOW SILL T#J L _ �1_ r 7 WD -21 177 - II II I G3 -_ JL - -_JI s_ GS -1 _ -I1 II G ��z_ � L - I I - 3 -1- - 1L - _ - - I' -8" B /WINDOW SILL �Tr �J_ s - _ LL - ' L I L1-;-J -r' � z��- �L� -' rJ�- J�� J r � 0'-0" FINISH SLAB I BR -1 I WD -21 J BR -1 PIPE BOLLARD RE1 CIVIL *CENTER LIGHT FIXTURES OVER OPENINGS. G31 G31 z J_ G31 G3i :J- BRICK JOINT LEGEND - RE: 4A2.1 CONTROL JOINTS 01 ALIGN WITHJAM (2)ALIGN WITH WALL 4. L ��T *CENTER LIGHT FIXTURES OVER OPENINGS. 22' 7 5/8" OlL TOP PLATE OVERFLOW EC -1 18'- 10 1114'*' - SCUPPER- - TOP PLATE (PT -22C) RE: 4/AI.8 PMF -1 _ 16' 10 114" r- ���� - - - - -- - - TOP PLATE in �I I 4 T_ - -= L - - -_ �� BR -1 13' -9" C/L OF LIGHT FIX TURE ZL r r 9' -4 B /CANOPY MDP - - 7 6 -4 B /WINDOW SILL - - I - r_ _J._ I r-I- r I i -- T - r L I PT 21 GS 1 I, _Ft, 1'-8" - 1' -8" B /WINDOW SILL r= z - - -- r -r1JS ` z� � - =- r _ - -- - -- ,.z L. . r z _ -7 -. ` 0'-0" FINISH SLAB CT PT -22C CABINET* PIPE BOLLARD REt CIVIL -2 ARCHITECTS E +H ARCHITr-CTS, P.C. 750 OLD HICKORY BLVD. SUITE 250 BRENTWOOD, TENNESSEE 37027 PHONE: 16151 377 -3111 FAX: 16151 377-0978 STORE Pantops FSU S08A Pantops Drive Charlottesville, VA SHEET TITLE EXTERIOR ELEVATIONS VERSION: V9.1 ISSUE DATE: 8 -2013 Job No. : - - -- Store 31# 87 Date :2/24/14 Drawn By : -- Checked By: -- Sheet A -2.2 F� _:,_ <} U V N r- 1- n h y ; CI) $,1 - =`� _ // 00 TP i ALBEMARLE COUNTY GENERAL CONSTRUCTION NOTES LEGEND OF E &S CONTROL MEASURES GRADING LEGEND FOR STORMWATER MANAGEMENT PLANS SYMBOL DESCRIPTION 553.25Tc Tc= TOP OF CAP UNIT,Tw =TOP OF WALL (3" 1. ALL DAMS AND CONSTRUCTED FILL TO BE WITHIN 95% OF MAXIMUM DRY DENSITY AND 2% OF OPTIMUM 1 �. 553.00 Tw BELOW TOP OF CAP - TYPICAL SEE PLAN SHT5. )• C -6.0 & C -6.1. MOISTURE CONTENT. ALL FILL MATERIAL TO BE APPROVED BY A GEOTECHNICAL ENGINEER. A i IP INLET PROTECTION 6EOTECHNICAL ENGINEER IS TO BE PRESENT DURING CONSTRUCTION OF DAMS. / 7,. CULVERT INLET CL547.20 ELEVATION AT CENTERLINE OF ROAD 2. PIPE AND RISER JOINTS ARE TO BE WATERTIGHT WITHIN STORMWATER MANAGEMENT FACILITIES. I L - � 0 PROTECTION P547 20 PAVEMENT ELEVATION 3. FOR TEMPORARY SEDIMENT TRAPS OR BASINS WHICH ARE TO BE CONVERTED TO PERMANENT LO ^ o o t -S F SF SILT FENCE FL547.2 FLOW -LINE ELEVATION (GRASS /JUTE CHANNEL) 543.2x' .' ' �' v STORMWATER MANAGEMENT FACILITIES; CONVERSION IS NOT TO TAKE PLACE UNTIL SITE IS O MG F 4 `� ❑ �� Q rn o a STABILIZED AND PERMISSION HAS BEEN OBTAINED FROM THE COUNTY EROSION CONTROL INSPECTOR. - 542.65 �` - � � SILT FENCE GROUND ELEVATION '. TP L C (J\ P542.78 1�m pro v o ' h o� a , 547.0 w �' C >, , F6� 0 X TP G547.2 u �il �,,j„ y' 11 HP HIGH POINT OR MG \• CD ROCK CHECK DAM P543.60 ` 553.25 Tw AQ N , 1 ` o y W N C ' \ 5 .5 T „, TP PS PERMANENT SEEDING MG MATCH EXISTING GRADE MG _ � "' , .y � _ \j 1 \ , ,� o, , ,�. .. 553.25 Tw 10= 4.0OTw -- __`_ ✓`. h,01 - - - - - - PROPOSED RIDGE LINE A 5 85 1 _ ✓45 h <� _ 547 21 , N o SAL °� yv TES: R co -- 8 1.0 ALL AREAS NOT OTHERWISE SPECIFIED TO RELIEVE k� 1�ti CL /MG L5A4.05 ` - w 543.3 CG -6 - STD. CATCHING SECTION / CATCHING \c. k0\� '\:_ _ CL, 544.06 /- G547. �.- ^ 0 V M SECTION rl CL /MG C� 543:97,. _ 6 a,- m o (� P543,99 CL /HP 543.67 PS VEGETATI ULCH, S TOPSOILED AND ___P543 /44 ' _� _ _ PERMANENTLY SEEDED.B OR MPER O S G5 543.86 N tibS CL -0- ..543 62` S - __. _ o - f \ CG -6 - MODIFIED CATCHING SECTION IJIG -- MG P543.82 43.73 '/ -'-_. - _ 543.36- CL . -` _ / o _ _ _ n :_ �;yl+l: - �o - 2. SEE EROSION AND SEDIMENT CONTROL PLANS FOR (TRANSITION AREA) \ 1 . / 543.72 X543.36 - __ D ADDITIONAL E &5 MEASURES CG 6R STD SPILLING SECTION P543.65� _ D - n.'.%� '$q,15_Tc ^� _ DETAILS, NOTES, AN 1» � ' i h p Q ' S1• q1 . aY.5EM4.S G 3. ..7..7 . .5�4�5 ti..54443..165. .Lh}._ jJ� .x . 1 .., . ..E.. - i „ - X -5°'4� - "-3`- - .-' . -5 - _ P5d�4. 3.5 . 0 .- ���- - _- -••- - -___ ` :2 ___ ° _ . -� � Q A E - _ `�f IO q - � p . _ 5' - _ �- -_ � � . `s� a , v z• i q i • Ly b Sr � �� . �" .. , a'; t, >5.5, _ s 9 - NOT ILLUSTRATED. 3186. P543.60 552.83 . ...... P54340 d �` 543.55 L f xw� R 543.36_ 1 CG 6 - MODIFIED SPILLING SECTION P50 °\� 552.33 ( TRANSITION AREA ) 5 0 4 RO P543.1 . r' a; STEEP SLOPE A REAS (SLOPES BETWEEN / • (, r r / ' I ! .. \ `�' h I' 547. 2+ .\ � . `.. 5.. d 3.0�s ........'.'.' _ _rr i ,. 54.5 .4 , `: ',........... l..-! .i P ......'............. :_r . . _ - _ ._ �o 545.3_ - + I m 55 G ,,_ .,cr ) � .. _ - _ �_ --_ ,�: � • •w -., • .. �! '. �f; � 33 %AND 5 0% ) SHALL BE STABILIZED WITH 00 o C 00 h LOW MAINTENANCE GROUNDCOVER PS d ..... w _ _ (GROUNDCOVER THAT DOES NOT REQUIRE SEE LANDSCAPE PLAN. MOWING) .. 43 5435.43- .... . . P542.90 � AOII. 543.04 .... . f ; '-� . ' -. - • z - --- �--- -_ -- - -- ;. - •� % ` - _� - - (.A � _.... ~ a - - ❑ �3 , - t - r: � _ "` --- -__ o� c 2 --- -- _ c• 543::6- �� 1 ';1 - - - ' J J ° 542 85 F�rrs.�.° °• h,.� i � �� � G.4z.7 -a- `�. az:96= 543.80 _ STORM STRUCTURE SCHEDULE: 543.20 \ P542.90 S, 3130 547.99 �<0 548.42- I 542.7 '.� '.." + a� _ VDOT MH -1 W/ T -DI -2 TOP UNIT CZ VDOT MH -1 W/ T -DI -1 TOP (DI 1 "' .. .... ......... v P54 .22 / c� �� cn I I Al F F 112, SS RIM 540.33 FRAME & GRATE) W/ CATCH .6 _ - 6 `\ d 1 61 80 61 80 73 _... \\ 47. \ O ✓ ,.1 I INV IN 536.75 (F1 A1) C 4.6 C 4.6 BASIN INSERT BASKET. C 4.6 ax -I � P547,98 .......... - - 5456 ° 547.83` : ~', R INV OUT 535.80 (A1 B1) ee RIM 540.75 iG 5 8.47$�� t SF 3i / ( -�� .,.,. P542.50\ - - e ti 'l FL 538.30+ �1 /,r, 4.60 - - -- - - - - -. - <' S y' INV IN 532.14 (C3 C2) 536f I ' - - - 5 y- 8 4781 i 5419.3b /'' A2 VDOT DI 2C, L =6 �`� 543:0 �s P545. 5 P546.6 548.16 5� ^�f 62 INV OUT 532.04 (C2 -C1) J 54 . \ % �� - - \J �J� � `� -_� 45. � � \ \ 't CL RIM 542.10 \ P542.47 543:00 l 547,83 C -4.6 ( �.,, 1 / = P542/47 543.00 l ° \ r u 4 O 1 r 1 /f INV IN 536,70 R5 -A2 C3 L l a 2.4�, } _...�.. ( ) 6' �6 VDOT T -MH -2 (MODIFIED) AS .� _7 ` P542.55 542:50 _ _ 540- I -` -� r - _\ P542.45 PY42.72 t� P5d 3 .3 545.20 �� tit 11 D E�2 P54 , INV OUT 536.00 (A2 -134) OUTLET CONTROL STRUCTURE. 70 80 \ / 550 t9' G n9' k C 4.7 C-48 � � I P546. � `�• :. � + 'i '� !. ' 5` ,��'�L h a B1 VDOTIB -1 MODIFIED RIM 541.95 ee 0 o j P545.30 546.55 l+ 0 9,9 -/ -' G c RIM 541.00 71 INV IN 533.30 (B1 C3) \> > „' en�l 546.05 546.0 \546.00 ( ` C \,��_ INV IN 535.65 Al -B1 C 4.7 INV OUT 533.20 (C3 C2) 545 70 1 b 4° / ( ( ) x 00 \ 55 56 P545.70 n INV IN 533.39 B2 -B1 VDOT 18" ES -1 W VDOT EC -1 \ qJ° bti INV IN 533.39 B4 -61 -4.5 / 0 0 ( INV OUT 533.34 61 C3 INV OUT 518.05 1 ° . 54 . ;a- °• I ( ) (1.5 SY, CLASS Al, A1 DETAIL 1) 1, PS r)�I N .. / \ P544.96 y _, 4 .50 545.9 P545.42 ' 11 �� 49 37 L/ p `55 E . ticck �� � cA,1 1 ( ) ,0 ` , i l ! �` 1 i 48 p •� ,I 539 S4 .4 \ P5�72 / 5.40 - k�- __1 - - -T - y ' S r�36 \ \ 62 6' VDOT T MH 2 D2 VDOT DI 3B, L =8' I ?�'i. \.i4 . � y ,. 80 RIM 524.25 64 / - .� - 541 87 C 4.8 C 4.6 ti1 \ /� �. /' ' v \ w4' V IN 533.56 (63 -62) INV IN 518.72 (D3 -D2) 111 - tl, l��,jj_ 1,i N` m 66t%��1 oK•1 rn o ^1`79. `•i•� J NV OUT 533.56 (82 -B1) {NV OUT 518.68 (D2 -D1) 0.75 543 :20_`_'- 544.12 v tr - �:- `,N of °` i _a 544.70 v+ 375 °° \ �J# B3 D3 ( / ) 541.0 v �, I / 541.70 \ 544.20 II ' 1 549.55, t y J �- , 5' VDOT T -MH 2 VDOT DI 3A W TYPE A NOSE 64 1 ' \ �\ P544.00 544.58 - RIM 545.18 80 RIM 524.12 tQ ' 540.58 548•p. 12, CL R' �. '' 46 INV OUT 533.92 (B3 -62) C 4.8 INV IN 519.00 (D4 -D3) e 149.5 I;r• INV OUT 518.96 (133 -132) J ( 64 5� I ' `�� i �1• � „ / ' , �-/ � � � I /// 54 . � ;' � 's �F' . 6'0 VDOT T -M H -2 W/ T -DI -1 541.90 4 0 ° . _ 54 , `' S 4.50 Z �' 1/ �qy TOP (DI 1 FRAME &GRATE) W/ 80 73 D4 VDOT DI 3C, L =8' RIM 541.40 G / 5 4.00 PS 11 S49 ' ? y CATCH BASIN INSERT BASKET C 4.8 C -4.7 RIM 524.00 64 141$b D4 S�! 4 RIM 541.85 INV IN 520.80 D5 IP 4 X10 ) 1 1 548.16 �, 1 C4.6 P-a 7,83 540.33 `- '0'="^'�� / i I I�, /' n 1 CL � � Y� ,` : q,F� � „�- INV )N 535.67 (A2 -84) INV OUT 519.27 (D4 -D3) RIM I \` (Cf 001 d� - 3 *; .tRS� INV IN 533.69 (B5 -B4) 1 f{ u� 543.68._ I' / I '- ) Z 5 0% INV OUT 533.69 B4 -B1 VDOT 18" ES 1 W VDOT EC 1 55 56 -c�,# .148.16 Ob �- -�". -_ ( ) D5 / ee - FS40.19 P �; v # ;Y l` �a / 5: C 4.5 C-45 h " 540.52 W, " 43 P543.10 - Y 57:66 48 x (1.5 SY, CLASS Al DETAIL 1) ` -15 -, P '47 02 P548.1T �q g,0 ! �6, `�•/` , \� BS 6' � VDOTT -MH -2 i v� "' � INV IN 521.20 540.02 / l- % rr` - ' ., C= 4 I NV IN 53 .82 66 -65 80 P540.25 P54125r_1 �' `r - ' ; Z+ 6g -' I l , ( ) C -4'8 D6 EX. 18" FLARRED END SECTION 0_ w 54 3 x r 1 . / 6 I7 rya lNV OUT 522 76 /` 1, � 1.10 l 546 85 , , hytaJ INV OUT 533.82 (B5 B4) jP -� / 543.50 ` u �� 12 e,1G 541.7 42.601 ,O 541.25 / '`wn rr ; rrr �- 64 543 0 n a M, 00 1 ll # }: 46 =a ' " 66 5' 0 VDOT T -MH -2 D7 535 58 `� / = 541.85 �/� N - 2p / ° P545.53° ; ry_ v VDOT Dl 3E, L =8 W /UTILITY SPACE MG 5'ih�' \ 41 0 ' ' P5 / / ) RIM 545.30 80 63 P541.75 Q, , ao , � u, �. � ° t ;' � RIM 531.00 O 00 r-y ry N ,-1 2 V C / �_ � P 4 535.10 #, J' 40,5 p54 ,p' 44' @1.36% N N / RIM I ^ ti „ `, } P545.51 ° I �. INV OUT 533.90 (66 B5) C 4.8 C -4.6 P535,07 (�� i INV OUT 525.99 (EX. 18" RCP) 55 Jc.,_1 a S 55.76' st <' j I / M "; 'n � �'� ' •� � ', 423' � � "� / � �:3 . / ' _ AS `' L CBL - C1 VDOT 18" ES -1 W VDOT EC -1 55 56 F1 12X6 FILTERRA UNIT W/ 2 SMALL `\� ,r, Gh c, ih \ `, ✓ , P542.40 i \ 5 36 PRC ' ( C 4.5 C 4.5 ( ) s I f. r { -____ 40 SY CLASS Al, A1, DETAIL 1 542.85 P5 _��. - \ . t +Z6' 6� INV 531.80 TREES SEE LANDSCAPE PLAN 60 _ ! /ter <r � � � � 42.��j / � 1 � � � .9g 5� RIM 540.75 1.48 541.52 a �- J , 542: x`31. 544 + ( ) el u, .`541.74 � 542.15 _ `h , 542.35 P542�20 � - A�_.. =; l ) _ / � `fie �, #' ;' � I � , � �� � I INV OUT 537.25 F1 -A3 L 1' '= 1 •,.,� 3� _lag . ` •l . / y r P�42.3)J 541.6 � $ ,ts o. o r I .;1 ' C / / 542.67 x ° ° ! y3'rY r'=- „ ° v, , 1. 42.74 _ - si _ 1 :. ." # ti__ ,a,, to ,° \• r �� n: .... C3 ..`r. rn b; �.° ^ rv. ry 't"'_... ii P541. 5 <,-, m ,34..44 �, � 542.24 -54..2 &�tk i � NOTE: N \ v Nv 54p.43 P 2 F S#4 . 3 DObt:,"r�t ` .. ITJ Ni ul If) d to r /„ ��• l 'cF� � p'� � m' -- .�' its. o_ o- 543.03 •� ^ a :, ,'.'.'.' - - 542.48 + + +' � I � � / -� _.� � � -, ��,.�- ��' -� Fit p�k 69 1. RIM ELEVATIONS ILLUSTRATED FOR CURB INLETS IS THE ELEVATION AT TOP OF CURB AT INLET. Y l �.' :, � 'r .... _Iv � P541 6 •• '`�. _ % �- ar12.83✓ - � °o �� y3 0, 6 54,2.53 mot'' N �I } u, 4 k1 lT� Jr ,�,ti�` 52 � ,,.� \ s � • .• u' '^" '�' �^' -n . +542..3$ -� " <r �r `� �"4 '$' `' F,t1` 2. BEDDING AROUND DRAINAGE STRUCTURES SHALL BE IN ACCORDANCE TO VDOT DSB -1. F, + , ! \... „Y 51$9` • + / , ti / P,�42 K10 c by C 4.5 ' h\ ,• ., a1=.. - - '" o.' �•o 0 e -' a ay w '� ,. ooOOOCC °�cO °co °ao°aoacoae a °p .... !JJ � 1 - ...542:25... - ° ° _ ° n, ° ... ........... ............• _ . --- � 53 \ t. �,, , .. Y { 5di o .. °° °, ° 543,02. ....5 .90.. 1c 5 55 # , \ S S, 2;93 o., . 543.06....... / - L - - / 5 { \. 1' 3. INVERTS SHALL BE SHAPED IN ACCORDANCE TO VDOT STD. IS -1 UNLESS SPECIFICALLY NOTED OTHERWISE . .... S rC' .' ''M ri ....... 2. .542- 8 , s _ � � � .542.5 542.40 1_ e 54 ... .. - _ -- ,• _ - . _._ .. -... _ .......542.56 .... ........ _ ,- hL �? --a•; { . l� \ ` ¢ x -- �.- •' t?-`^ -�. - s s =+ > .: ., - 4. PROVIDE INLET PROTECTION AT ALL INLETS -SEE EROSION AND SEDIMENT CONTROL PLANS FOR DETAILS. ..... ... _ _ 42 m..:- 543.15 r F i �5 o f ` 1/ 54 9.29 5 ;. - 5. STEPS SHALL BE PROVIDED PER VDOT STD. ST -1 IN ALL STRUCTURES WITH HEIGHTS H GREATER THAN OR 54 !/ -_ 54255., tr..l.... _I ....t. a3rl ,� .m .. I p 0 ' ( ) J ,�> P534.15 \ � .,. i \ (.. �'Y� , ... M. i o v^i- o o r- �` --543. 8.... ter; •t � a� % �\, _5t \ \ 1 _ �._ Al _ �_ 541:72. u, .., �) ( C 4.5 J �-�,• MG , \ 15_- � �� � • .542.75:':'.. _.. M N ,.; m °1 ..... .... .. �'• 1 \Y Cj� -�-- r' EQUALTO4. �\ \d .... ." � bd3;08 .: � �("-' � 2, % " t 5 .., r.-._ �n ,n rn °n � 543,25 I r.. �� � m � �� ! "_ \ ""' o "' "' _ 543.25 6. NOSE OF ALL CURB STRUCTURES SHALL BE TYPE B UNLESS SPECIFIED OTHERWISE). 23 xr r ) 1 .n, 543.22 543.25 543 l ..... 1\ � -P�k25 C�1 41• ISIE \,. ��I• 543.22 R3 k�� , e ; ;1 / / u CBL 2 y"YO J 42.15 .. L \ `80 _ `"�.'... ... � -'._ u, i. � ..... .. .... I < �,�ir� � � ,- S� I .1, •g ,51. __. - '"` STORM SEWER PIPE SCHEDULE: 542.8. 543.00 r.- I 533.30 HP { J. £ 534,10 , . h ', 542.7 - W_ } ` V` 2� 542;30 `F*i�'..+ \ . " ..... � FF- 543.25 ,� o f, STY l k ' �\ 2 „ D % 27' - 18 CL IV RCP @ 0.88/0 TO ��', „ \ h+;� \ \ s t 1 TO Al ( ) • �.' . � � - - � t 6 6 PVC (S DR 35 @ 1/ MIN �J � �.• F - .,C�" 5530.49 13 ( k. e, P533.46 ,r \• _ \a �� L " 7 W(� ,� ' ( ✓ F� �G0 `' `I INV UP 537.30• INV DN 537.00 INV UP 532.04; INV DN 531.80 't �zhj yJ i. MG 41h S \ t y V `� 2% - / C, G 1 ` cDi a \ 1 3 1 ' \ oo , = }> - / Q _ 1% " - ___ a� 1 t y ��, TO 61 35' - 18" RCP @ 0.43% D5 TO D4 10'- 18" RCP 4.00 ° / .' . �. ... o @ o M N o '7! 2n5% ; �� 1/. �, Rij INV UP 535.80; INV DN 535.65 INV UP 521.20; INV DN 520.80 - - - n o HP o h6ti 3 IP / 542.15..... .. L - - 33' - 18" RCP @ 1.00% 30 - 18 RCP 0.90% '..'..''.. .....;,, - N I'....'.'. ^ r- -. �, P536.17 k 53 =11 +4 c;� t5 I g A2 T B4 D4 TO D3 @ 7.. f _ G542.5 N 6.17 F y, 66 INV UP 536.00; INV DN 535.67 INV UP 519.27; INV DN 519.00 r � o :. 1., 543.25 543.25 2 ` c_ RlM 53365 �'. 7 STEP /� R /4 15 - _. 63 TO B2 142' 48" RCP @ 0.25/0 24' 18" RCP @ 1.00% N \ �j s , 5 2.50.. + -� D3 TO D2 - m m 4 S� \,. (� , 542.65 543.183 INV UP 533.92; INV DN 533.56 INI- 5.0.39 - - INV UP 518.96; NV DN 518.72 1 _ M f _. -- - 7- STEP � ...542186... .' \ F 542.64 _ 3 :fs o FJ ; `- y __ -� _� 71' - 48" RCP @ 0.25% + 542.04 2/ M h B2 TO 61 o - \ \ 6542.2 G542,5 542.36 1.5% ° / g 3� �jT� - 60' - 18" RCP @ 1.05 G54- G542.5 " C �r5 2 b 2 5° 4y�' j �£y, INV UP 533.56; INV DN 533.39 TO D1 INV UP 518.68; INV DN 518.05 °.."r'' i N % - D2 O ( N N .. R1. •. -y 533.33 % \ � _ --'''� 31' - 48" RCP @ 0.25 s N ..... , l ? �/ I A` 66 TO B5 C -�._ `,,,�- y " ... ' N I ....... �... .- `34 � y 542:75/'•' "'' °' � � INV UP 533.90; INV DN 533.82 0 (MIN) �. �`� �' �M M BL � 18 8 PV 104% CHISELED , �•. 'a'o ^ ^... .. �, J 111 Q rSO i _ �u G'4 �6f R1 TO R2 @ I i ELEV.= 533.63 4, � ;r -_ ..... is3° . .:. _. ., \. - _- r-• . • , : • - - 3�.... -': 542.25-.': =1 ,�u5 2,T �T -: gih4�s �c, c;'h 2 v,: \vj , . _ o....'...... .i . ..... ... .... .... �� " Y 1 E 52 -48" RCP @ 0.25% o M I \ 6 i _ ............. ......... ........:..'.... :.1.8, . '. . '.. ` 532 S£ _ B5 TO B4 41' 8" PVC @ 1.04/ (MIN) P532.92 NAVD 88`. ::. ti \\ o ) R2 TO R4 541.88 '..'. :.'.'.'.. 7 542:20..' INV UP 533.82; INV DN 533.69 9 l 54.2. 54138 -- Qa� . ° I_ , o '.I....J 1.22. ...1 i - .' .'.' ........ t 123' 48" RCP @ 0.25/0 20 8 PVC @ 1.04/0 (MIN) \� :........ ........ 4 . ..'.... ) :... - '.'.'.'.'.'.'.'.'.'. . '.'.'.'.'. '.' ...542.30...'.'.'.'.'.'.'..' ..'.. " / L g �yy h g B4 TO 61 R3 TO R4 GRADING AND DRAINAGE :.. \ \__v l)......'. . '.'.'...`..: 41 I.�'.'..'.'... .... .41.83 ....... ...591.80 .......... ... 53'.6 20 - 1� 1c INV UP 533.69, INV DN 533.39 I -rr` o ......... .... .. 5 ,50 „.. I [' 541:33.'.. ra- :, 0.06 - a �7 ✓ _ 0 R4 TO R5 35 8" PVC 1.04 /0 MIN T.B.M. 121 18' RCP @ 0.88/0 CALL -OUT NOTES: r'.. ----' _ . -:�. - � /�( !� � _, .. ...t......' ........... _ .: j -. -_', `• �' ,' � s� >J � , , � ', c3 To cz 0 0 ' � `\ .. 541.00 � �£� �� � @ (MIN) RIM. .. 541.04....... f # ,• '��1 , \. 3f �t s, - t, INV UP 533.20; INV DN 532.14 j TOP OF CURB h 541:30. .... t . :„ f, rl + ;:)':, m o 529.94 ) 530.15 ,. 3 .2�y -} : - <. �: � . '.;� 'i`.4,� _- 5' - 8" PVC 1.04% MIN 1. CONTRACTOR SHALL VERIFY LOCATION OF ALL UTILITIES PRIOR TO � �--' - - -: _.� `--� r- 5-`' �`- � � -/ �` ., 4_ }+ °: I , '..�? :, .. , " .'.' '.: +.. - .2q / °'.', "' _ T ; - � +' -";�* � f �`'X � K -, �, r r,' � � h V. =533. R4 TO A2 �° (MIN) _ 1 J � )1 ELE 53 EXCAVATION. SHOULD A CONFLICT EXIST, NOTIFY ENGINEER. s�a5 \ aJ ,:_ , c a 529.61 y.- -• k• NAVD 88 - k.... NOTE 2. PROPOSED OVERSIZED HDPE STORM SEWER PIPING NETWORK AS �- B / .. .. \ \ wr 1 + STORMWATER MANAGEMENT FACILITY (SYSTEM ). ( , \ ; -. + �-' -_ + - . ' . ' •� � + � ' .''� �'' ' _ -- 1� ` }•�. „ °�+� `5, s,.•.. • > ^,I' `�ck� _ SPECIFIED LENGTHS OF PROPOSED RCP STORM DRAIN INDICATE HORIZONTAL DISTANCE FROM CENTER OF , ,., . , r _ -,- „• � i, .:, , ^ ry �� ;„�> �� » � s; „, , , /�,,.. - �_ STRUCTURE TO CENTER OF STRUCTURE ROUNDED TO THE NEAREST WHOLE NUMBER. 3. STEEP SLOPE AREAS. STABILIZE STEEP SLOPE AREAS WITH LOW MAINTENANCE GROUNDCOVER IN ACCORDANCE TO ALBERMARLE `. f tt ` _ - - PVC STORM DRAIN PIPE SHALL CONFORM TO SDR 35 FOR PIPE SIZES 8" THRU 12"), PVC STORM DRAIN PIPE � _ ..-• COUNTY CODE -SEE LANDSCAPE PLAN. _.. -� :. , _ � � ,535 , ,: ,� , '.; SPECIFICALLY NOTED OTHERWISE. HDPE Py_- _ . P527.63 T'. -- �'E ;. '' _ �� - -� PIPE SHALL BE ADS N -12 DUAL WALL PIPE WITH WATER -TIGHT JOINTS. E 72 �' s \ TC 4. STORM SEWER CLEANOUT -SEE DETAIL •___. ",__ \ w � O _ . _., - -- G G� I --- _- ._..•,. - _ ---- -• 'k ' 1�i` _ U � _ _ _ _.... ::._� - --JC V�C�_ - 4--'-" 4fl \�' ' .,,----,_ .- ---^ - 5. PROPOSED RETAINING WALL (TYP. OF 2) SEE RETAINING WALL j (S PLANS (C -6.0 AND C -6.1). \ y 3 ;; - - - -- � l _ _ -__.. - - -_. - - -- - - - -- f-- •- - ----- -- 530.10 \ 3z.v -_ - �; _ - - _ JUTE - m ry �' Q- " PLC , > as 5 -- -�- t \ 6. SAWCUT /REMOVE EXISTING PAVEMENT PER VDOT STD. MP -2. \ E'•'•� . m _N �, =. - ". OBI. ��_ / ,-a',, � d•�p ;; _ - ti -R /N _ ` , -- _ � _ ,_-- -- � 65 e } \ c� 0£9 'i a3= 1 _ k. f - S 96 - - v_ - w� JUTE 7. PROPOSED BUILDING, PARKING LOT, CONCRETE DRIVE -THRU e• ~ �5 'Q # ,y g� 525.04 ,_ + _ - -''' - +2' 1 - ACCESS LANE RETAINING WALL AT DRIVE -THRU ACCESS LANE AND � ' TP �. 5~ � . _...., TP - -- -� - -- .- �, , , .,a �,• " .. �: ,.r, 524.71 --__ SIDEWALKS SHALL BE SUPPORTED BY FILL MATERIAL PRIMARILY IN 11 /�� _ � � s,i� - -- / __ _ - „., - '- sa-•,w ,, ,. . __ G „, - ,'�„ a w ,~�� �-.�.:- -`-'" ~ -" - -' __.. 12 _ % r" - 7 ,, t .575 a_ -527 2 ..... 528,90 -_ _ -_ � ... S ,.., :, ,- a:,..? � `! /,, � '� a _,_ �„ �_ ., � _ - - - --- ---, EXCESS OF 2 . SEE FILL MATERIAL NOTE (SHEET C -5.2), / .. _ - -y�� -_ 6Z � . _ ., „ •,;, :: --_ 4;.� <. '� •� ,;; �, . " ;� - _ ..- •_ ___. -- -._ cat• __ `: - � _ _ 11 i �� ..:" " x" r, 15. sv•, C., D4 P523.92 / - NEW RIM ,_+. • . -, , . ) -D r/ �� - - -- 110LF ±0.70% GEOTECHNICAL ENGINEERING REPORT (BY OTHERS), AND ,._ . _ _ .,_ 529.90 � � � °�- r ',;� ,; .. ���- `- a . �, �, .. _ _. 2 __ ._{ res @ ' �_ -, 8ZS •.. ... _ - .1_- ,. 9_ - - - - - �---- ATP i _ -. , u�bi. .: ° s' - 1r. - ' rC . VD JUTE M RETAINING WALL PLANS FOR FILL MATERIAL REQUIREMENTS. _� - r . , .- �. J .�, . #� ,.,. , , 1 - _ , P523.96 ----S - -_ 'L _- 525 S`F ,,•"� �-__ -. -� W/ OT EC 1 MESH ,= .;t _ - -- - SHOULD A CONFLICT EXIST, NOTIFY ENGINEER. QUALITY CONTROL "' " ' 530.00 ' r .16, LZS '- •��' - • ---`" "' �- - -- - -`' _ - - - � � / - - _. - -- _. - -- __ � ��� DITCH D1 -EX.DI a 5r zs� INSPECTOR ASSIGNED BY OWNER SHALL BE ON SITE DURING "' -° - - -yf I - P/N(FJ N.T.S. PLACE OF FILL MATERIAL. 573 PLACEMENT MAT - .51 - �F-- - 30.07 MG H t• �� ~ J ' �- _:� _,y . , , � , \� - i , _ _ __- - - 8. PROPOSED PERMANENT GRADING AND MAINTENANCE EASEMENT 531.70 - � 530.15 L ..... _ c-`' ._._ ---- - ,_------ '-- •---'--- x - ., J _ -2�. 5 ,_ -- h , 24 u u r 0q 23.61° d Bye - 31 _- _� -� 7 9 $24,55 v v m- �:_ -QT -_ _ PS TO BE RECORDED -SEE LAYOUT PLAN. � ------- `�,--- �- FL517.8 v _ 6• - - -- 531.61 - -- 8 -RGP. . __. . , y C'`• ....... . r ...524.5..".. , A.I. , _ `"�- �_ - - _ -__ 9. NOTE N USED. - 6 . .. .. . . .. .... .. .. .. - � - � ----�. -- T �. p ....' ° . -.. . - -- NOT U _ MG 528.40 t1 ! 527.23 MG h ..F1 - ... L .. 1.. .... " _ P522.00'` 7 ry N - -' 532.00 y3 ...... 528.25 527.53 5 !b - - 524.50..... , II P523.85 -- - U PS _� ~y - _ _ - MG _53_1.5__7\__- i -� SF �c gE MG < <� 525.45 ytiy5' ,�I .. .. P523.44 52 - - _ FL517.6 _` 10. PROPOSED LUXOR ROAD EXTENSION (PRIVATE ROAD) - SEE PLAN e� - - - ; - -J; F5 S F S ` 5 1 31.00 SF s _,�< h1' 524.60 �? - ----iN --�_ - .521. --- __. _ ,_• CD -_ --.,. SHEETS C -5.0 AND C -5.1 FOR PROFILE AND PAVEMENT MARKING '- -- �F RIM ' F r '_ •- ' � -- -= '- . _,_ _ _. 524.12 1 0 °... ... INFORMATION. SEE PLAN SHEETS C- T.1 THRU C -T.3 FOR °� -- -• '` ---- _ "- - - -' - . ,. _.. _ .. O 523.0 ; .... ......... .... - g, ._ r �.9 P526.86( ±) \ c . 27 - 519` - - _ SIGNALIZATION REQUIRMENTS AT INTERSECTION WITH RICHMOND a 0 u, "' "- SF - - -- MG MG h P52.4.74 - -_.. 522.82 21.77 ` ROAD, SEE SHEET C -T.4 FOR TEMPORARY TRAFFIC CONTROL PLAN / ,� 0. 7 529.30 521.45 \ DETAILS. P53 . MG -{ N ry -- P531.71 RICHMOND ROAD STATE ROUTE 250 - - _ _. , a -, gb' 5 MG �c --- 11. APPROX. LIMITS OF DISTURBANCE. ` � ,., 52 . � '�� S �� J �`9 _ _- -- ----- - ``-- .--- -_ 10 00 522.82 ' • - �' � �� 5 � � 12. REQUIRED FILL BETWEEN STATIONS 11 +95.74 AND 12 +79.99, AS CBL /MG 521.06 ' " =� -_ �� - I� _ -- _ JUTE WELL AS THE FILL BETWEEN STATIONS 13 +27.37 AND 13 +46.19 IS o �i �I 6 ��5 ANTICIPATED TO EXCEED 5'. SEE LUXOR ROAD EXTENSION PLAN � o' - _- __ cn �, w JUTE , 1 � -- AND PROFILES (SHTS. C -5.0 & C -5.1) FOR ADDITIONAL - - `- -- -_ ,,, r z ±2,5' 41 �- INFORMATION AND ROAD SECTIONS AT STATIONS 12 +20, 12 +40,? 2 (MAX);' EXCURB INLET 12 +70, AND 13 +40 _1 �U a9�t`0:,� oh C�' 0 I 2, I l I._.._- __ ----- ' 6� V 410 11 y0 6. yh• ��,kU t-� 5 Gti' `am; h� 32LF @ ±4.1% a___ - _ _. _ _-_- GRATE ELL y 1 JUTE MESH I!= 518.53 V �r _ -, - ___ _. �___ _I I 20 10 0 20 40 f • L 1, W/ VDOT EC 4 � a v r F [ 5� Y - � : �` �.��° as 3�" S�J'� "'� • �i 5200 Buffington Rd. Atlanta Georgia, 30349 -2998 Revisions: Mark Date By 0 Mark Date By 0 Mark Date By H op 1�G1 DUNN Lie. No. 41830 01.30.2015 ��ssI�NAL ,�Cs V A• Q) 1.1�• F- (tj O rn z 00 � �N^ m o =mom � zN O >< �ww zY • hQ = Q Ln ,m Q a ZLU ?: <,* • LU � M 00 O N U d. �0(D o = O> m a L _ (/•I ,3 a w STORE #3187 FSU S06 Pantops Drive Albemarle Co. Virginia COUNTY APP. NO.: SDP201400018 SHEET TITLE GRADING AND DRAINAGE PLAN DWG EDITION 9.1 ISSUE DATE: 8 -2013 Job No. :22100 Store :03187 Date : 01/30/15 Drawn By : H &D Checked By: H &D Sheet C -10 _ _ - -= - -- 6 RIM TY,M07 16 y1c,k'�1 ' E� s>MMH � h� t � DITCH D6 -D5 i a0 c. 1�'6h 5� - 46 c9t 11 hti'�0 N.T.S. I I -v Scale in Feet 1 inch= 20 ft. h� q1' INV -52217 ( 5ti tEYig c _4:` .•,:°� f�cr/ � ht�l�,1c�, - `"rch � I?� r? ��Gh ��� th-- _. -_.__ - .-- �_.� -„ - ___ i i ` I:/ mo` �/ O� 7 4 'Oc �r�9 �A T NOW OR FORMERLY WESTMINISTER- CANTERBURY OF THE BLUE RIDGE D.B. 1502, PG. 503 D.B. 1594, PG. 87 (PLAT) PARCEL ID: 07800- 00- 00 -055A6 ZONED:PRD In��� nm nn� SIZE gym.- °a►�:n nod ►�r►' LARGE SHADE TREES I0 I _• ASB G it 1 AAIr1Qr`A017 0AI r"I It ATinnle PARKING LOT TREE REQUIREMENTS 1 TREE PER 10 SPACES NUMBER OF SPACES: 64 NUMBER OF TREES REQUIRED:; 7 NUMBER OF TREES PROVIDED: 10 PARKING LOT LANDSCAPE COVERAGE REQUIREMENTS PARKING LOT AND ACCESS AISLES: 22,900 SF COVERAGE REQUIRED: 1,145 SF 5 %) COVERAGE PROVIDED: 1,482 S;F 6.5 %) (AREA SHOWN IS FOR TREES LAND SHRUB AREAS WITHIN PARKING LOT AND DOES NOT INCLUDE TURF" AREAS WITHIN PARKING LOT OR PERIMETER PLANTINGS AND STREET TREES) TREE CANOPY COVERAGE REQUIREMENTS: TOTAL LOT AREA: 80,053 SF LOT AREA OUTSIDE OF PROPOSED AND EXISTING EASEMENTS: 62,621 CANOPY REQUIRED: 6,262 SF (10 %) CANOPY PROVIDED: 9,230 SF (15 %) (CANOPY AREA PROVIDED DOES NOT INCLUDE TREES PLANTED ADJACENT TO PROPOSED INGRESS /EGRESS EASEMENT AND AREAS OUTSIDE PROPERTY BOUNDARY LINES NOR ANY EXISTING TREES) LANDSCAPE DESIGN BY: MOORE, VLNA #987 County of Albemarle Conser ,vation Plan Checklist - To be placed on Landscape Plans (13arlidbook, pp III- 284 -111 -297 for complete specifications) 01/30/15 DATE V1SIBILI I Y UI- ALL MtCHAINICAL LQUIPMLIN I t -KUIVI I tit I. The following items shall be shown on the plan: ENTRANCE CORRIDOR SHALL BE ELIMINATED. ❑ Trees to be saved; ❑ Limits of cleating (outside dripli ne of trees to be saved): ❑ Location and type of protective fencing; ❑ (SEE PLAN SHEETS C -3.0 AND C -3.2) 2. Alarldnas: _ ❑ All trees to he saved shall be marked with print orribbon at a height clearly visible to equipment opera1ois. - ` - - 4 ❑ No grading shall begin until the tracee marking has been inspected and approved by a County Inspector. 1 - ` - EX.20 REAR PRRK /NG SBL 3. Pre - Construction Conference: - - ❑ Tree preservation and protection rueasures shall be reviewed with the contractor on site. 3 ' SB/105 4. Equipment Operation and Storage: ❑ Heavy equipment, veliiculai traffi c and storage of cansh-uction materials including soil shall not be permitted `within the chiplines of trees in be saved. 5. Soil Erosion and Stortmr�aicr Detention Devices: r, , r ,t a � ��� %h = --- ❑ Such devices shall not adversely affect trees I be saved. REAR ©LDG .SBL 6. Fires: ASB /1 -- - ❑ Fires are not pennitled m thin I0G1 feet of the dripline of trees to be saved- - 7. Toxic A °Iaterials: ❑ Toxic materials shall not be stored within 100 feet of the dripline of trees to be. saved. 8. Protective Fencing: ❑ Trees to be retained within d0 feet of a proposed building or grading activity shall be protected by fencing. \ EX.24' /NG'RE,SS & ❑ Fencing shall he in place and shall be inspected grid approved by a County Inspeclor prior to grading or consiniction. - EX.30' /NGRESS' &EGRESS '.93120, po.,08 EGRE S qSE /RENT fASEA4EN1 '99.2503, PO..73- 76( 9. Tree Wells: '.9.3120, PC¢D,g pG73_7gp ❑ ZA/hen the ground level must be raised vtrithin the dripline of a tree lobe saved, a tree well shall be provided and a consiniction detail r acv= (PM _ submitted for approval. A zt y1,1 10. Tree Walls: ❑ vVhen the gromid level must be lowered within the dripline a tree to be saved, a tree wall shall he provided; and a construction rletai] submitted for approval. + z rt 1 11. Trenchina and Tunnelinw. LOT 1 -� _•__ =1 -_ -LASE /1 ❑ �t hen trenching, is required within the limits of clearing,. it shall be done as fu away from the irllnks of trees as possible.. Tunneling (PROPOSED) - - - -- under a large tree shall be considered as an alternative -when it is anticipated that necessmy trenching will destroy feeder roots. 69,611 SQ. FT. 1.5980 ACRES F ITAX MAP 78 PARCEL 55A8 NSW /1 f I F CLEAR I I �I a ` - 3p FFrO/Vj' gLe 12. Cleanup: ❑ Protective fencing s'liall be the last items removed during the final cleanup. 14 -8' 30. F - - -- v 13. Damaged Trees: ❑ Damaged trees shall be treated irrnmediately by pnming; fertilization or oilier methods recommended by a tree specialist. NOTE: 11' IS THE DEJ7EI,OPFR'S RF,SPONSIBILITY TO CONFER I ITII TILE CONTRACTOR ON TREE CONSERVATION LOT 1 PLAT SHOWING SUBDIVISION FOR REQUIREMENTS. TMP 78 -54A MARTHA JEFFERSON HOSPITAL EAST MEDICAL OFFICE BUILDINGS D.B. 2503, PG. 73 -76 (PLAT) NOW OR FORMERLY STEEP SLOPE AREAS (SLOPES BETWEEN THE MARKET PLACE OF VIRGINIA LC 33% AND 50 %) SHALL BE STABILIZED WITH D.B. 320, PG. 408 LOW MAINTENANCE GROUNDCOVER (SEE r ��� - � -'k3 PARCEL ID: 07800- 00- 00 -055A8 ? i PLANT LIST - BELOW). ZONING: PRD USE: MEDICAL OFFICE PLANT LIST ABBREVIATION BOTANICAL NAME COMMON NAME SIZE SPACING UQ ANTIIY CANOPY ALLOWANCE LARGE SHADE TREES ASB Acer saccharum 'Bonfire' BONFIRE SUGAR MAPLE 3.5" CALIPER AS SHOWN 13 254 SF NSW Nysso sylvatica 'Wildfire' BLACK GUM WILDFIRE 3.5" CALIPER AS SHOWN 12 181 SF Z Zelkova serrata 'Green Vase' GREEN VASE ZELKOVA 2.5" CALIPER AS SHOWN 7 306 SF ORNAMENTAL TREES CV Chiononthus virginicus WHITE FRINGE TREE 6' - 7' AS SHOWN 8 125 SF PCT Prunus cerafera 'Thundercloud' THUNDERCLOUD PLUM 6' - 7' AS SHOWN 11 143 SF MLG Magnolia grandiflora 'Little Gem' LITTLE GEM MAGNOLIA 6' - 8' AS SHOWN 3 82 SF LARGE SHRUBS BTHP Berberis thunbergii 'Helmond Pillar' HELMOND PILLAR BARBERRY 30" MIN. 2' O.C. 25 5 SF EJGS Euonymus japonicus 'Greenspire' GREENSPIRE EUONYMUS 30" MIN, 2' O.C. 35 18 SF TOEC Thujo occientalis 'Emerald Green' EMERALD GREEN ARBORVITAE 4' MIN. f4' O.C. 44 10 SF MEDIUM SHRUBS f5' h x 3-11 0 AXGK Abelia x grondifloro 'Kaleidoscope' KALEIDOSCOPE ABELIA 24 '/ 3 GALLON MIN. 4' O.C. 66 - CCSS Caryopertis clanodensis 'Sapphire Surf' SAPPHIRE SURF CARYOPTERIS 24 "/ 3 GALLON MIN. 3.5' O.C. 64 - HRS Hypericum 'Red Star' RED STAR HYPERICUM 24 '/ 3 GALLON MIN. f3' O.C. 63 - ICST Ilex crenota 'Soft Touch' SOFT TOUCH HOLLY 24 '/ 3 GALLON MIN. t4' O.C. 77 - NDM Nandina domestics 'Muraski' FLIRT NANDINA 24 '/ 3 GALLON MIN. 2' O.C. 84 - OHG Osmanthus heterophyllus 'Goshiki' GOSHIKI FALSE HOLLY 24 '/ 3 GALLON MIN. AS SHOWN 23 - GROUND COVERS /PERENNIALS HDL Hemerocallis 'Red Hot Returns' RED HOT RETURNS DAYLILY 1 GALLON 24" O.C. 112 - LMPI Liriope muscari 'Peedee Ingot' PEEDEE INGOT LIRIOPE 1 GALLON 12 " -18" O.C. 394 - LMWN Lamium maculatum 'White Nancy' WHITE NANCY LAMIUM 1 QUART MIN. 24" O.C. 166 - SB Stachys byzantina IAMB'S EAR 1 QUART MIN. 24" O.C. 1008 - VINES (GREEN SCREENS) LSMW Lonicera sempervirens 'Major Wheeler' MAJOR WHEELER HONEYSUCKLE 1 GALLON PER MFG. PER MFG. - RECOMMENDATIONS RECOMMENDATIONS NOTE: ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, AND BE MAINTAINED AT, MATURE HEIGHT; THE TOPPING OF TREES IS PROHIBITIED. SHRUBS AND TREES AHSLL BE PRUNED MINIMALLY AND ONLY TO SUPPORT THE OVERALL HEALTH OF THE PLANT. PLANT LEGEND J ASB O AXGk CCSS EJGS HDL HRS ICST LMPI LMWN LSMW 6 NDM NSW OHG PCT TOEC TP TREE PROTECTION LANDSCAPE GENERAL NOTES 1. ALL LANDSCAPING METHODS AND MATERIALS TO BE IN ACCORDANCE WITH THE CITY OF ALBEMARLE COUNTY ZONING ORDINANCE AND ALL APPLICABLE LANDSCAPE ORDINANCES. 2. ALL PLANT MATERIALS ARE TO BE WATERED IMMEDIATELY UPON INSTALLATION. PLANTINGS ARE TO RECEIVE SUPPLEMENTAL WATER AT TIMES OF LIMITED RAINFALL DURING THEIR ESTABLISHMENT PERIOD. 3. ALL PLANTING AREAS ARE TO RECEIVE A MINIMUM COVER OF 2" OF HARDWOOD MULCH OR OTHER ACCEPTABLE MULCH MATERIAL. 4. LANDSCAPE INSTALLER IS RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES WHICH MAY OR MAY NOT BE SHOWN ON THIS PLAN. IF CONFLICTS EXIST BETWEEN PROPOSED PLANTING AREAS AND ANY UTILITIES CONTACT ENGINEER OR LANDSCAPE DESIGNER. 5. ALL PLANT MATERIALS ARE TO BE WARRANTED FOR 1 YEAR FROM THE DATE OF COMPLETION OF INSTALLATION. ANY REPLACEMENT PLANTS SHALL BE ADDITIONALLY WARRANTED FOR A PERIOD OF 1 YEAR FROM THEIR REPLACEMENT. 6. ALL PLANT MATERIALS SHALL CONFORM TO THE STANDARDS SET FORTH IN THE CURRENT EDITION OF 'AMERICAN STANDARD FOR NURSERY STOCK'. 7. PROVIDE TREE PROTECTION WHERE INCIDICATED. SEE TREE PROTECTION DETAIL ON L -1.1. 20 10 0 20 40 Scale in Feet 1 inch= 20 ft. NOTE: THIS PLAN DOES NOT GUARANTEE THE LOCATION OF EXISTING UNDERGROUND UTILITIES. CONTRACTOR TO DETERMINE ACTUAL LOCATION AND DEPTH OF ALL UTILITIES PRIOR TO MOBILIZATION. IF CONFLICTS EXIST, NOTIFY ENGINEER. BEFORE DIGGING CONTACT "MISS UTILITY" AT 811.1 xr , 4, ;y I r OW-WY ERR. ,l 1 "tfWA"xi E 5200 Buffington Rd. Atlanta Georgia, 30349 -2998 Revisions: Mark Date By 0 Mark Date By 0 Mark Date By LTH opt l O C� o JAMES M. DUNN Lic. No. 41830 slo NAL • to V �- . a� C= = 00 of rZ O rn z ®IZ �>> 00 N 2 m rn O � zN� 0 C7w`i z�� < C1A =QU) 06 - C= U) Z :' L W oW M 00 U1 W U L E- o ° vo 0 >m T L i (n ;twk eft EaW �lt�r�i=, °4r M AIJ14yy STORE #3187 FSU S06 Pantops Drive Albemarle Co. Virginia COUNTY APP. NO.: SDP201400018 SHEET TITLE LANDSCAPE PLAN DWG EDITION 9.1 ISSUE DATE: 8 -2013 Job No. : 22100 Store :03187 Date : 011/301/15 Drawn By : H &D Checked By: H &D Sheet LS -1.0