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HomeMy WebLinkAboutSDP200100062 Plan - Approved Minor Amendment 2001-09-26_title.dgn THIS TITLE SHEET INCLUDES A MINOR SITE PLAN AMENDMENT TO THE "KROGER STORE AT PANTOPS" APPROVED PLAN AS FOLLOWS: THE STORE NAME WAS CHANGED THE TOTAL BUILDING O RAr THE TOTAL t OF PARKING SPACES ' REVISED WAS THE TOTAL NO* OF PARKING SPACES PROVIDED WAS REVISED P.PL 1. TITLE SHEET 2-4. GIANT STORE SITE PLAN. 5-7. STORM DRAIN PROFILES 8-9A. WATER AND SEWER PLANS 10-12. WATER AND SEWER PROFILES 13-14. EROSION AND SEDIMENT CONTROL PLAN 15. DRAINAGE AREA MAP 18, PHOTOMETRIC PLAN 18A. STORMWATER MANAGEMENT PLAN BUILDING PERMIT APPLICATION MUST BE ACCOMPANIED BY TH3 APPROPRIATE AUTHORIZATION OF THE ROOFTOP STYLE, TREATMENT AND COLOR SCHEME AS REQUIRED UNDER "REQUIREMENTS FOR APPLICATION PLAN APPROVAL" NUMBER 3. OWNER/DEVELOPER CHARLOTTESVILLE, (804)979-8181, OWNER : PANTOPS GIANT LLC DEVELOPER : PANTOPS GIANT LLC PLAN PREPARED BY: WILBUR SMITH ASSOCIAT'c': TAX MAP & PARCEL : TAX MAP 78, PORT3UNS OF PARCELS 73A9 76 ZONING : PLANNED DEVELOPMENT MIXED COMMERCIAL, ENTRANCE CORRIDOR (ZMA 98-20) MAGESTERIAL DISTRICT: RIVANNA PROJECT LOCATED IN : ALBEMARLE COUNTY. VIRGINIA PROPOSED USAGE : GROCERY STORE AND RETAIL SHOPS TOTAL SITE AREA : 10.78 ACRES. 469+670 SQ. FT TOTAL BUILDING COVERAGE : 86,990 SQ. FT. SIDEWALK COVERAGE : 22.905 SQ. FT. TOTAL OPEN SPACE : 78,688 SQ. FT. PAVED PARKING AND VEHICULAR CIRCULATION: 281,087 SQ. FT. TOTAL EMPLOYEES : 150 PEOPLE MAXIMUM BUILDING HEIGHT 26 FEET PARKING SCHEDULE : GROSS FLOOR AREA : 86.990 SQ. FT. PARKING REQ. : 5.5 SPACES PER 1,000 SQ. FT. (PLANNED DEVELOPMENT -SHOPPING CENTER) TOTAL PARKING REQ'D.: 478 SPACES PARKING PROVIDED : 10 SPACES 539 08w) LOADING SPACES REQ'D : 1 PER 89000 SQ. FT. RETAIL AREA RETAIL SHOPS FLOOR AREA : 31080 SQ. FT. - 4 SPACES REQ'D LOADING SPACES (12'X25') PROVIDED : 4 SPACES BOUNDARY SURVEY : B. AUBREY HUFFMAN AND ASSOCIATES TOPOGRAPHIC SURVEY: WILLIAM BIELL, LOUISA, VA. SITE IS NOT LOCATED IN A RESEIRVOIR WATERSHED. SITE IS NOT LOCATED WITHIN 100 YEAR FLOODPLAIN LIMITS. PLAN DATE : AUGUST 019 2001 PLAN SCALE : 1"' = 30' CONTOUR INTERVAL: 2' ALL ROADS TO BE PRIVATE SIGNAL AT ROLKIN RD. AND ROUTE 250 TO BE CONSTRUCTED AS PART OF DEPARTMENT OF MOTOR VEHICLES SITE. SHOULD QUEUING INTERFERE WITH THE OPERATION OF THE ROLKIN RD. /RTE. 250 INTERSECTION AS A RESULT OF THE 4 -WAY STOP AT THE ROLKIN ROAD/ "ACCESS ROAD" INTERSECTION, ROLKIN ROAD SHALL BECOME FREE FLOWING AND/OR ANALYZED FOR A SIGNAL AT THAT 4 -WAY INTERSECTION. BMP REQUIREMENTS WILL BE MET THROUGH PREVIOUSLY APPROVED FACILITY AS PART OF DEPARTMENT OF MOTOR VEHICLES SITE. ROOFTOP MECHANICAL EQUIPMENT WILL NOT BE VISIBLE FROM THE ENTRANCE CORRIDOR. THIS SITE IS SUBJECT TO THE PROFFERS AND APPLICATION PLAN OF ZMA 98-20. ANY FUTURE PLANS TO EXTEND PUIBLIC TRANSPORTATION ACCESS TO THIS SITE WILL BE INCORPORATED ON THE SITE PLAN FOR REVIEW AND COMMENT BY DEPARTMENT OF PLANNING AND COMMUNITY DEVELOPMENT STAFF. 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 TRANSPORATION (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 PAVING AND DRAINAGE RELATED MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF V.D.O.T. UNLESS OTHERWISE NOTED. 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION 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. MAXIMUM ALLOWABLE FILL OR CUT SLOPE IS 2:1. WHERE REASONABLY OBTAINABLE LESSER SLOPES OF 4:1 OR BETTER ARE TO BE ACHIEVED. 5. PAVED OR RIP RAP LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE DIRECTOR OF ENGINEERING, OR HIS DESIGNEES, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 6. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES, LATEST EDITION. 7. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE CLASS III. 8. ALL EXtCAVATION FOR UNDERGROUND PIPE INSTALLATION SHALL COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY ( 29 CFR PART 1926 ). 9. IT SHAILL BE THE CONTRACTORS RESPONSIBILITY TO CHECK ALL DIMENSIONS, SITE CONDITIONS, FINAL GRADING AND FIELD LAYOUT ON THIS PROJECT AND REPORT ALL INCONSISTANCIES TO THE ENGINEER, SURVEYOR, ARCHITECT AND OWNER. SHOULD THE CONTRACTOR FAIL TO COMPLY WITH THE ABOVE HE WILL ASSUME TOTAL RESPON?SIBILITY FOR ANY ERRORS AND INCONSISTANCIES. 10. THE SPILLOVER OF LIGHTING FROM PARKING AREA LUMINAIRES ONTO PUBLIC ROADS AND PROPERTY IN RESIDENTIAL OR RURAL AREAS ZONING DISTRICTS SHALL NOT EXCEED ONE-HALF ( 1/2 ) FOOT CANDLE. 11. ALL SEIRVICE UTILITIES ARE TO BE PLACED UNDERGROUND. 12. IN LIEU OF CONCRETE STORM DRAIN PIPE ADS N-12 CORRUGATED POLYETYLENE PIPE MAY BE USED IN CONJUNCTION WITH BEDDING TYPE PB -1- 13. ALL CONSTRUCTION AND MATERIALS SHALL COMPLY WITH THE STATE BUILDING CODE IN EFFECT AT THE TIME OF CONSTRUCTION. 14. EACH OUTDOOR LUMINAIRE EQUIPPED WITH A LAMP WHICH EMITS 31000 OR MORE INITIAL LUMENS SHALL BE A FULL CUTOFF LUMINAIRE OR A DECORATIVE LUMINAIRE WITH FULL CUTOFF OPTICS. GENERAL INSPECTIONS DEPARMENT : FIRE OFFICIAL iE ZONING DEPARTMENT / o.l ALBEMARLE COUNTY SERVICE AUTHORITY t PLANNING DEPARTMENT f zx4 ad ENGINEERING DEPARTMENT �;le, 4 &Vokjr �Fi3vr� VIRGINIA DEPARTMENT OF TRANSPORTATION VIRGINIA DEPARTMENT OF HEALTH WE THE UNDERSIGNED DEVELOPER(S)UNDERSTAND THAT APPROVAL OF THIS PLAN BY THE (COUNTY OF ALBEMARLE DOES NOT NECESSARILY INDICATE VIRGINIA DEPARMENT OF TRANSPORTATION (VDOT)APPROVAL OF THE PLAN. APPROVAL OF THE PLAN BY THE COUNTY DOES NOT IN ANY WAY RELIEVE ME OF MY RESPONSIBILITY IN OBTAINING FINAL VDOT APPROVAL PRIOR TO THE ISSUANCE OF BUILDING PERMITS AND/OR CERTIFICATES OF OCCUPANCY. WATER & SEff ER CONDITIONS 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY INSPECTORS.. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER SERVICE AUTHORITY OFFICIALS AT THE START OF WORK. 2. THE LOCATION OF EXISTING U T ILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN. ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL ON HIS OWN INITIATIVE LOCATE ALL UNDERGROUND LINES AND STRUCTURES AS NECESSARY. 3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH IGENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS AS ADOPTED BY THE ALBEMARLE COUNTY SERVICE AUTHORITY ON JANUARY 15, 1998. 4. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING 'MISS UTILITY ' (1 800 552 7001 ). 6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF 3 FEET OF COVER MEASURED FROM THE TOP OF PIPE, OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATER LINES, ETC. 7. ALL WATER AND SEWER APPURTENANCES ARE • - f! ROADSIDE 8. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. 9. A BACKFLOW DEVICE WILL BE REQUIRED FOR ALL METERS w .; yVW 712i1®i r SCHEDULE OF LANDSCAPE MATERIALS AND CANOPY COMPUTATIONS SYMBOL TREE BOTANICAL & COMMON NAME CALIPER HEIGHT TOTAL HEIGHT TOTAL WIDTH CANOPY QUANT(1'Y TOTAL CANOPY 17.5' KEY " VARIETY " AT PLANTING AT PLANTING 10 REARS /0 YEARS l0 YEARS PLANTED l0 YEARS � T I MALUS (SPP) 2f2" 12'-14, 26S 17.5' 240 23 5,520 SO. FT. *1 CRAB APPLE 1 ILLEX',,CORNUTA DWARF BURP 640 HOLLY ; ; ` T- 4 RED (SWAMP) MAPLE 2%2" 12'44' 31' 20' 314 �Q1) T 2 QUERCUS RUBRA !�2" II' 3!' 20T' 337 5 1,675 SQ. FT. ., 2l' RED OAK 216 24 5,/84 SO. FT. SYRINGA RETICULATA W C yy�� WW T- 2A QUERCUS RUBRA %2 " 6' 25' 25' 491 6 2,946 SQ. FT, PLATANUS X ACERIFOLIA RED OAK r O N ('^'1 PRUNUS (SPP) T- 3 CHERRY - KWANSAN 2Y2" 12'-)4' 26.5' 17.5' 240 31 7,440 SQ. FT. TOTALS - INTERIOR LANDSCAPING CANOPY 24,838 SO. FT. T- 4 ACER RUBRUM RED APPLE 2V2" I2'-14' 31' 20' 314 17 5,338 SQ. FT. T_ 5 JAPANESE LILAC TREE S'YRINGA RETICULATA 2V2" I2' -lam 2f 16.6E 216 24 5,184 SQ. FT. LONDON PLANE TREE T- 6 PLATANUS X ACERIFOLIA 2%2' 12'-/4' Jr 23' 452 3 1,356 SQ. FT. T- 8 DOGWOOD 2%2" 7' 19' 14° 154 47 7,285 SQ. FT. T- 9 GOLDEN RAIN TREE 2%2" 7' 12T 27' 573 47 26484 SQ. FT. T-10 FRAXINUS AMERICANA � l2 I2' 27' 22.95' 414 / 413 SO. FT. AMERICAN BEECH T -10A FRAXINUS AMERICANA Y2" 6' 16' 8' 50 8 400 SO FT. w AMERICAN BEECH T-11 JUNIPEROUS VIRGIN/ANA EASTERN RED CEDAR 6' - 8' 29 l0' 79 8 632 SO. FT. T- 11A JUNIPEROUS VIRGINIANA 3' - 4' l0' 5' 20 H 220 SQ. FT. EASTERN RED CEDAR T-12 LIRIODENDRON TULIPIFERA TULIP POPLAR 1X2" l3' 38' 285' 638 10 6,380 SQ. FT. T- 12A LIRIODENDRON TULIPIFERA %2" 61 30, °5' 177 /0 /770 SQ. FT. TULIP POPLAR T- l3 PINUS STROBUS 6° - 8' 36' 18' 254 39 9,924 SQ. FT. WHITE PINE T- 13A PINUS STROBUS 3' - 4' 24' l0' 79 9 71/ SQ. FT. WHITE PINE T-14 NYSSA SYLVATICA BLACK GUM /Y2" IK 23' 15.3' 184 /0 1840 SQ. FT. T- 14A NYSSA SYLVATICA Y2" 6' 18' 12' 113 4 452 SQ. FT. BLACK GUM TOtTALS - TREE CANOPY 86,370 SQ. FT. ru CANOPY COVERAGE AND CALCULATIONS INTERIOR LANDSCAPING CALCULATIONS SITE AREA 469,670.00 SO FT. ARE �-,BarANICAL & COMMON NAME CALIPER " VARIETY " AT PLANTING HEIGHT AT PLANTING TOTAL HEIGHT 10 YEARS TOTAL WIDTH /0 YEARS CANOPY l0 YEARS QUANTITY PLANTED TOTAL CANOPY l0 YEARS T- I MALUS (SPP) 2Y2" 12'44' 26.5' 17.5' 240 23 5520 SQ. FT, CRAB APPLE TOTAL SITE CANOPY KEY 3 u AT PLAITING l0 YEARS `° „ T- 3 PRUNUS (SPP) 2%2" 12°44° 26.5' J7.5' 240 31 7,440 SQ F7' CHERRY - KWIANSAN Au 1 ILLEX',,CORNUTA DWARF BURP 640 HOLLY ; ; ` T- 4 RED (SWAMP) MAPLE 2%2" 12'44' 31' 20' 314 20 5,338 SQ. FT. ACER RUBRUM z W2 i TOTAJ.S - SHRUB CANOPY \ 700 SO,. FT. T- 5 JAPANESE LILAC TREE 2%2" 12'-14' 2l' 16BIr 216 24 5,/84 SO. FT. SYRINGA RETICULATA W C yy�� WW T- 6 LONDON PLANE TREE 2V2" J2'-14' 3l' 23' 452 3 1,356 SQ. FT. PLATANUS X ACERIFOLIA ZZ r O N «fir TOTALS - INTERIOR LANDSCAPING CANOPY 24,838 SO. FT. xVro'�o � __.,._•.�__,_ , __... - �, .. � .r"" ,:�''"� "gym.„.,...<,m �.::� ' y l , _ - r .- A F ” 7 r- /OX. CANOPY COVERAGE 46,967.00 SQ. FT. CANOPY PROVIDED TREES 86,370 SQ. FTI, SHRUBS 700 SQ. FT TOTAL 87,070 SQ. FT. EXCESS CANOPY COVERAGE 40JO3 so.; 'FT. 857. INTERIOR LANDSCAPING CALCULA7VNS SITE AREA 469,670 SO. FT. r< BUILDING AREA 86,ilW SO. FT. %WALKWAYS 18,802 SO. FT - t ISLANDSO GRASSY AREAS 77,294 SQ. FT. R. NET PAVED AREA /VEHICULAR ACCESS 266584 -SQ. Fr. 61X OF SITE REQUIRED" INTEP)bR LANDSCAPING 14,330 SO. FT. PROVIDED INTERIOR LANDSCAPING 24,838 SQ. FT, 10,509 `SO. FT. 1 - 8' I 4J ov .. t s 0 h 11 r ' S i s , t . r( e S 4 y ^ ,, r' 4f : , f ; -� A� 'w \ "�. ''y °x,,, , f /r,. '•yw.,�` S "t,�, _ `�'n-w.M _ - �c: y i to 01 - frl i 'S ty Y< �sem. ,"'.4: �` ��',.,. �'�`*, i h'\. '" \ !_ �"°".• �'°'y,. _ >r l - . - "'-•. 9i.;x 't`',. 3"Y F „ a "v g, m v : -.. _ i ,, ., . ° " :~,,, `,. ' ._ a "`^.• / 4 � >< 2 f , s w (F ,.:r k -<^.. ^• -°`ye, 'a„ �, `*,,,.4 :fi� - , '"a. � �' �`' i "�14; ;"` v/ w� _v w „i u f 3 W _ ,i ...\krroger 30sitel.dgn IMP. PL MATCH LINE -SEE SHEET NO. 3. 22 xw zo -4-1 0.4cd 04 04 " V C�2 I- o �ii� o co m 19ur- Q0 .' N -im I i a 0�02 6.4 W Lu2 SHRUB SHRUBS }' \ H qHT TOTAL HtIGHT TOTAL WIDTH CANOPY QUANTITY 3", TOTAL SITE CANOPY KEY 3 u AT PLAITING l0 YEARS `° „ l0 YEARS l0 YEARS 1 'PLANTED l0 YEARS C7 Au 1 ILLEX',,CORNUTA DWARF BURP 640 HOLLY ; ; ` 3' 4' \ 5' 0' 35 ti 700 5' OIC s. z W2 i TOTAJ.S - SHRUB CANOPY \ 700 SO,. FT. 7 - __.,._•.�__,_ , __... - �, .. � .r"" ,:�''"� "gym.„.,...<,m �.::� ' y l , _ - r .- A F ” 7 r- /OX. CANOPY COVERAGE 46,967.00 SQ. FT. CANOPY PROVIDED TREES 86,370 SQ. FTI, SHRUBS 700 SQ. FT TOTAL 87,070 SQ. FT. EXCESS CANOPY COVERAGE 40JO3 so.; 'FT. 857. INTERIOR LANDSCAPING CALCULA7VNS SITE AREA 469,670 SO. FT. r< BUILDING AREA 86,ilW SO. FT. %WALKWAYS 18,802 SO. FT - t ISLANDSO GRASSY AREAS 77,294 SQ. FT. R. NET PAVED AREA /VEHICULAR ACCESS 266584 -SQ. Fr. 61X OF SITE REQUIRED" INTEP)bR LANDSCAPING 14,330 SO. FT. PROVIDED INTERIOR LANDSCAPING 24,838 SQ. FT, 10,509 `SO. FT. 1 - 8' I 4J ov .. t s 0 h 11 r ' S i s , t . r( e S 4 y ^ ,, r' 4f : , f ; -� A� 'w \ "�. ''y °x,,, , f /r,. '•yw.,�` S "t,�, _ `�'n-w.M _ - �c: y i to 01 - frl i 'S ty Y< �sem. ,"'.4: �` ��',.,. �'�`*, i h'\. '" \ !_ �"°".• �'°'y,. _ >r l - . - "'-•. 9i.;x 't`',. 3"Y F „ a "v g, m v : -.. _ i ,, ., . ° " :~,,, `,. ' ._ a "`^.• / 4 � >< 2 f , s w (F ,.:r k -<^.. ^• -°`ye, 'a„ �, `*,,,.4 :fi� - , '"a. � �' �`' i "�14; ;"` v/ w� _v w „i u f 3 W _ ,i ...\krroger 30sitel.dgn IMP. PL MATCH LINE -SEE SHEET NO. 3. 22 xw zo -4-1 0.4cd 04 04 " V C�2 I- o �ii� o co m 19ur- Q0 .' N -im I i a 0�02 6.4 W Lu2 N_ ti 2 FZ^ C7 oW N M NZ Q Z u z W2 i 7 - C W C yy�� WW IL IL LC K ZZ r O N «fir ti N M Z u C W C yy�� WW LC K SHEET N0. 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I I , < q � in I 11 , % `, J__ T11 �ANDSCAPING INCLEIVINATING TREES im, i �_, 1, '-, 1,�11 ­ ��'I,, , , � , _ * 1,1 ,,, V,_---,- , . ,ill � ___ 11, L�", .141 'M� I'll �, V) Irl- \ . �_, ,", i,l� I I � ,� , - I . I%" --I III, � . - I � - , , ,--. I -11 I - - � I'L . , k "' . � ' ki �� I I � In * ,, I -.1 N" -r 1� �,�, 't _11�=_,,& "I'll',,.-, ,, ' L , I I � _"'�L ___ �,"," '_� _� 'Llil_.111' T -, "Il 11 -­ , - -1 - , z o I 30r. I 1-1 , .... C,_, , ,1,,."% ,, WA.,� ENTRAW - -ON EAST S!L ..w, - W,�311 � � 7, 10 --- z l I _11" 1, \. � _ , , ry la I F , �,',l` , t:,_�-- ," I � , " , ,� . I ; 11 I, 14 \ - � , , ly, I", ji. " I I I " I i . 11 3D �4 Q 11 - , , `-, _. � 4�, R" 9 ", I � � u _r. _ _ _,�_ �� I ", , - - " 11,,�, . tl!��,., _ � if � , , , , I \, , �Ll � �,� ­�' , r I -L, ,; ", � . \ .1 1 4 ---7,%,.-- 1, "', I \ t -, �_ 4 ,_l, �1:11_1111_1_1' w, = , - - ,� ,_ __ " c ,,,, 11 I 1 I'll, ... 1.1-_--- 1 ll l -k" �` �, - � E t A,& ��. ll, 11_�, �m I --.% 7"`IIIII��!I, L , "" �­,_ V., I - 'Ill `,`�!, __1 1� p � , 211 I ;: ;: ;: " � - \ � " _ I .11 ,,,, ­,,� -1 _11', I L - , �� w I I I " I �`111 " l,e-l", ", " 'F*, \--.,)-x , ,_ ,, -J�,, �.�DRAJN*E �XONG "ESS RD AS PER'PANTOPS CONVENIENC L I a: , - , ,,, \, � � , I "� _ '. . ", �'-, _- " �, i I (0 ,,Y, , "" _� f�&"L)J?AINA�E IN VICINITY Of- HE Mi&V_ 2: N I KANUt kk, " IN \ r . l ' - �, I _� '­� ' ' 1K\ " - " _�,� 4 , \ ___,_'_;'_­_. ),,- -__�,�ill� ., ,. _:4 _, �.�L �, � .,4­-.,x,ENT0r �",,,, " � -, - , � SEP .- -1 �_ ; ­ �­ "",� -1, . I.", � I ____ �i __ _�"__` - 'I F r 19 w I !_ - / I i 11 , 4- ��'11 - I �111�_,'� NL�,�', . 'GR-HDW BEAkt , L .� �, � . 'Sm i t��­ ,�,, , , - "", 11 , N I , _ �, . 1'� � - ` k � � P$l , I K- I "', ;��­ 1, ,,,iw ',, ', \ , 1�1".`L I _r " " I -,SERVICE AkD FIRE LINE LAyouT FOR GIANT STORE AND 1, . � *­% , - ­ -­,­ , - "I " ". 1, 111'� ' ' - .r HE NO. I ,,, _,- L*, '1� L" .1 " 2 ­ � -I, ,:�,Izl I ­� I �\ '�_ 11 ": "'.- 77 7 - , - 3 - , - , ' , \ I "� ',"�'�;L '�, ",!'l -*% ,1� \ I',, _ __� \ � _ I .1 �z i ISEP ?' WING - - 1I , , ,�, , �. ) ;k , � --l-', , � .' 'e� __�'�",. � " F� -\, , � I 1, I ,� �,, �T�.� � � , 1, �T I -il- , -_� \ � - " IjR, 0UNDE&--­.,, \ " t�' p, RMSE4 � I - � ") ", , ,��,, S15UTION ( I \ \ , , , t _1� i � :� _� "_,,��_ , -,, " 1, , \ \ � I � L#D�CAPING LAYOOT .AS PERARBREVIEW COMMENTS MATCH LINE - SEE SHEET NO. 4 � , Z. --, 1�' 1,�, 1�", \ \__1`1-1 \ " \ ­1�11'�,;, e, _1� � t � -, II� I �1`i , � � " ) : � _,�� , =:L� N 7 \ \1' � ,, ��, 1-1 __ - I--- -0 -_p :70 ro- _-I '3 .10- ... ___ . OF 16 ...A �_gn 09/19/01 05-1111- 46 Cps4lr ?/I /*I Il r z -4 as cla V / CD � c CD \INO to% © o cn ,s u 43 CO CO �COCQ E�� --4� �c WrwHr=4 SHEET NO. OF Sir �►! � b / � w h y z n c +n. w G O a � d � 0 N W 8 i- g e t < L? d C C � at M i w M Z ZN y y y SHEET NO. OF Sir �►! � b / � w h y z z c = G SHEET NO. OF Sir �►! � b / � LUMINAIRE SCHEDULE Symbol Label Qty Catalog Number Desciription Lamp File Lumens LLF MH Tilt 1 KVE3 1000M R4SC PREMIUM SQUARE AREA ONE 1000 -WATT CLEAR 437.5 757.6 A 4 LIGHT WITH R4 BT -37 METAL HALIDE, 98120210,ies 107800 0.72 509.9 700.3 25.0 DISTRIBUTION. HORIZONTAL POS. 3 D 340.0 631.3 KVE3 1000M R4SC PREMIUM SQUARE AREA ONE 1000 -WATT CLEAR 25.0 GO B 2 LIGHT WITH R4 BT -37 METAL HALIDE, 98120210.ies 107800 0.72 25.0 0.0 5 DISTRIBUTION. HORIZONTAL POS. 481.7 25.0 25.0 0.0 KVE3 1000M R4SC PREMIUM SQUARE AREA ONE 1000 -WATT CLEAR D 564.4 D 11 LIGHT WITH R4 BT -37 METAL HALIDE, 98120210.ies 1078000,72 D 661.8 556.3 DISTRIBUTION. HORIZONTAL POS. 0.0 8 D 629.6 ARCHITECTURAL ONE 400 -WATT CLEAR 25.0 0.0 C 21 WFL3 400M HPM BUILDING -MOUNTED ED -28 METAL HALIDE, ItI8265.ies 32000 0.72 25.0 0,0 10 FLOODLIGHT, HPM HORIZONTAL POSITION. 332.7 25.0 25.0 0.0 DISTRIBUTION D 824.5 TYPES "i TYPE "'C" --CUTOFF WALL PACK (PHOTO SHOWS IN THE VERTICAL POSITION NOT HORIZONTAL AS MOUNTED) LUMINAIRE LOCATIONS No. Label X Location Y Z MH Tilt 1 A 437.5 757.6 25,0 25.0 0.0 2 A 509.9 700.3 25.0 25.0 0.0 3 D 340.0 631.3 25.0 25.0 GO 4 D 422,5 568.4 25.0 25.0 0.0 5 D 527,8 481.7 25.0 25.0 0.0 6 D 564.4 631.5 25,0 25.0 0.0 7 D 661.8 556.3 25.0 25.0 0.0 8 D 629.6 400,8 25.0 25.0 0.0 9 D 755.7 481.7 25,0 25.0 0,0 10 D 722.0 332.7 25.0 25.0 0.0 11 D 824.5 250.3 25.0 25.0 0.0 12 D 866.0 401.5 25.0 25.0 0.0 13 D 954.9 321.9 25,0 25.0 0.0 14 A 910.0 191.2 25.0 25.0 0-0 15 C 862.4 144.4 18.0 18.0 0.0 16 C 833.7 110.0 18,0 18.0 0.0 17 C 815.1 99.5 18.0 18.0 0.0 18 A 653.6 110.6 25.0 25,0 0.0 19 C 775.2 131.4 18.0 18,0 0.0 20 C 707.2 183.9 18.0 18.0 0.0 21 C 634.7 227.5 18.0 18-0 0.0 22 C 598,7 182.4 18.0 18.0 0.0 23 C 560.6 155.4 18.0 1&0 0.0 24 C 505.2 199.4 18.0 18.0 0,0 25 C 477.6 188.0 18.0 18.0 GO 26 C 464.4 193.7 18.0 18.0 00 27 C 430.8 220.4 18.0 18.0 (11.0 28 C 403.4 242.3 18.0 18.0 0.0 29 C 394.8 287,6 18.0 18.0 0.0 30 C 352.1 321.8 18.0 18.0 0.0 31 B 247.5 479.2 25.0 25.0 0.0 32 B 311.2 376.5 25.0 25.0 0.0 33 C 395.0 391.4 18,0 18.0 0.0 34 C 344.5 471.7 18.0 18.0 0.0 35 C 255.5 563.0 18.0 18.0 0.0 36 C 285.9 602.0 18.0 18.0 0.0 37 C 273.9 529.1 18.0 18.0 0.0 38 C 669.3 215.1 18.0 18.0 0.0 AN, STATISTICS Description Avg Max Min Max/Min AvglMin GIANT PANTOPS 4.3 fc 27.7 fc 0.0 fc NIA NIA Plan View Scale 1"= 50' Af 0 <__i " .01 K_ Designer JPM, LC Date Aug 13 2001 Scale 1 If = 501 Drawing No. GiANT1.VSL 16 of 16 2&QE2 04 r xz p .;-i WA,U °r tj ,t 4 OFA , z 1NJ0 > rr ' o� v v3 _ v J Q LL 41 i { , { , { _ I cic_ ice' , ' I i c Qf �I j , m 0 H }! c� m �- M V) 0 � Z 0 ® W to Gl � � W w 0 U Li M I FUNCTIONAL CLASSIFICATION AND TRAFFIC DATA 1 t TITLE SHEET 2 ROLKIN ROAD -STA 1375 TO 19*75 itoAo DESIGN SPEED (MPH) DE SIGN AD VDOT CLASSIFICATION 3 ROLKIN ROAD -STA 19.75 TO 26.00 r+aasEN Bono 30 2820 uRevr LocN. 4 ROLKIN ROAD -STA 26.00 TO 31+50.08 ROLKIN ROAD 30 2156 RURAL LOCAL STA 77.60 TO 31.25 5 HANSEN ROAD -STA 13.25 TO 15.75 accEss Roar 25 3092 uReaw LocK 6 HANSEN ROAD -STA 15*75 TO 20.21.36 ROAD PLANS AND PROFILES FOR 7 ACCESS ROAD STA 0.82.03 TO 6.00 8 ACCESS ROAD STA 6.00 TO 8.72GIANT � �e AT � 9-13 SIGNING & PAVEMENT MARKING PLANS ANTOn.-S SIT'hr- 14-16 STORM DRAINAGE PROFILES 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 TRANSPORATION (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. CONSTRUCTION INSPECTION OF ALL PROPOSED ROADS WITHIN THE DEVELPOMENT WILL BE MADE BY THE COUNTY. THE CONTRACTOR MUST NOTIFY THE DEPARTMENT OF ENGINEERING 1296-56611 48 HOURS IN ADVANCE OF THE START OF CONSTRUCTION 3. 4. 5. 6. 7. LAI 9. 10. 11. 12. 13. 14. 15. 15. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926) EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND MUST BE INSTALLED PRIOR TO ANY CLEARING. GRADING OR OTHER CONSTRUCTION. UPON COMPLETION OF FINE GRADING AND PREPERATION OF THE ROADBED SUBGRADE, THE CONTRACTOR SHALL HAVE CBR TESTS PERFORMED ON THE SUBGRADE SOIL. THREE (3) COPIES OF THE TEST RESULTS SHALL BE SUBMITTED TO THE COUNTY. IF A SUBGRADE SOIL CBR OF 10 OR GREATER IS NOT OBTAINABLE. A REVISED PAVEMENT DESIGN SHALL BE MADE BY THE DESIGN ENGINEER AND SUBMITTED WITH THE TEST RESULTS FOR APPROVAL. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTALIZED. SEEDED AND MULCHED. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL:VERTICAL). WHERE REASONABLY OBTAINABLE. LESSER SLOPES OF 4:1 OR BETTER ARE TO BE ACHIEVED. SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WITHIN THE PUBLIC RIGHT-OF-WAY OR WITHIN EASEMENTS PRIOR TO ACCEPTANCE BY THE COUNTY. ALL DRAINAGE OUTFALL EASEMENTS ARE TO BE EXTENDED TO A BOUNDRY LINE OR A NATURAL WATERCOURSE. GUARDRAIL LOCATIONS ARE APPROXIMATE. EXACT LENGTH LOCATION AND APPROPRIATE END TREATMENTS WILL BE FIELD DETERMINED AT THE TIME OF CONSTRUCTION. ADDITIONAL GUADRAIL MAY BR REQUIRED AT LOCATIONS NOT SHOWN WHEN, IN THE OPINION OF THE DIRECTOR OF ENGINEERING. OR THE DIRECTOR'S DESIGNEE+ IT IS DEEMED NECESSARY. WHEN GUARDRAIL IS REQUIRED+ IT SHALL BE INSTALLED FOUR (4) FEET OFFSET FROM THE EDGE OF PAVEMENT TO THE FACE OF GUARDRAIL+ AND ROADWAY SHOULDER WIDTHS SHALL BE INCREASED TO SEVEN (7) FEET. WHERE URBAN CROSS SECTIONS ARE INSTALLED. ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT CG -9(A. B OR C) WHERE RURAL CROSS SECTIONS ARE INSTALLED. ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT STANDARD PE -1. PAYED. RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED TO STABILIZE A DRAINAGE CHANNEL WHEN. IN THE OPINION OF THE DIRECTOR OF ENGINEERING. OR THE DIRECTOR'S DESIGNESS. IT DEEMED NECESSARY. rim' �, (�� ! I I �., � I ��, I•, ., I:, IIS �, i , � (�� Wil lK(Clioldlaol "If 1101pla w A 0 11 A MINIMUM CLEAR ZONE OF EICttT t8) FEET FROM THE EDGE OF PAVEMENT SHALL BE MAINTAINED ON ALL RESIDENTIAL SUBDIVISION STREETS. COMPLIANCE WITH THE MINIMUM PAVEMENT WIDTH SHOULDER WIDTH AND DITCH SECTIONS. AS SHOWN ON THE TYPICAL PAVEMENT SECTION DETAIL. SHALL BE STRICTLY ADHERED TO. EXCEPTIONS WILL NOT BE ALLOWED. UPON COMPLETION OF THE ROADWAY CONSTRUCTION. STREET NAME SIGNS SHALL BE INSTALLED BY THE DEVELOPER AT ALL STREET INTERSECTIONS. SIGNS AND THEIR INSTALLATION SHALL CONFORM TO "ALBEMARLE COUNTY STREET NAME SIGN REQUIREMENTS". THE DEVELOPER SHALL BE RESPONSIBLE FOR MAINTENANCE OF SIGNS UNTIL ROADS HAVE BEEN ACCEPTED. ROAD PLAN APPROVAL IS SUBJECT TO FINAL SUBDIVISON PLAT VALIDATION. SHOULD THE FINAL PLAT FOR THIS PROJECT EXPIRE TO SIGNING AND RECORDATION. THEN APPROVAL OF THESE PLANS SHALL BE NULL AND VOID. TRAFFIC CONTROL OR OTHR REGULATORY SIGNS OR BARRICADES SHALL BE INSTALLED BY THE DEVELOPER WHEN, IN THE OPINION OF THE DIRESTOR OF ENGINEERING. OR THE DIRECTOR'S DESIGNEE. THEY ARE DEEMED NECESSARY IN ORDER TO PROVIDE SAFE AND CONVENIENT ACCESS. ALL SIGNS OR OTHER REGULATORY DEVICES SHALL CONFORM WITH THE VIRGINIA MANUEL FOR UNIFORM TRAFFIC CONTROL DEVICES. ,I .�vP7reL . l - w/VV OWNER / DE VEL OPER PANTOPS GIANT L L C P. 0. BOX 8147 CHARLOTTESVILLE VA 22808 l 804 i 979-8181v FAX < 804 i 296-3810 THIS SHEET INCLUDES A MINOR SITE PLAN AMENDMENT I TO INCLUDE THE FOLLOWING: A w ----------------------------- THIS SHEET CONTAINS A MINOR SITE PLAN AMENDMENT AS FOLLOWS. THF PIPE S17F F'RnU STR l9r% Tf) UQ ri4AAfrFn FRI)U IR" Tn 9, ACCESS ROAD PI. 2M6l.96 DELTA • 8'55° 6.691T. T - 38.43 L ! 76.72 CTA 10,.70 QC LJ A A I C C Al EM _ J 4 J'11� V VL�1.J✓ �rVL_ J..� I ttVnLJ r�- . i e 0 1' �Y V4' : N 4` NYDRAUUC CEMENT CONC. SIDEWALK fTYPJ zt f f .59'RT ,. i f - t J— t t I t t — t tit I t J - .�;.a.a�•.�.�:.rss,-_ — - t t 31 ! ��s.;" msf=su-,e�:.'. ACCESS RD. 27'-0" ,STD. CG -6 V4 V4 r PARKING LOT '__-- -STD. CG -2 A✓ STD. CG -6-1 /ST'D. UD -3 U. STA. 0.82 TO STA. 3.25 10 1. .. s .. ..... .. - .. ... -._ . _ ... .. ) .. .... ,. k .. ..... _ _ ... -_ ... _ R .. _.. .. . .. _..... ._..... .. .. ... __. .. ... - ,. _ .. _.. -.. _.. _ . _.- _.... .. _. ,.._. 1 r } .. _ .._ .... .. __. 7. .7 �y ' ...� i,,em��,mam7_7M xe. - W W $. _._._.. .. ... ... ....... ... .. a y - WQZ W' ._.__. _._.r. . -.-... -. -. -,4s .._. ..._.........._.fi_.._.. . .,-,__..... .. a...._ .. .. a ui �---7-7-77-77t7=7.-.­- t7 _ts�rF� W Ve _ __ �...._. --. -..- .. .. ..--. ... ... �..-._ S .. .. ... .. 5 .. .. �. . .... -.- 9 s s e 3 a' s g 9 t E a a rl ''^^ ///�� (/�� p�er// 33 i yy; tt V/ Vl � `,! {i. REGION I FWA SATE 3 INSET 'A' NOT TO SCALE A PROJECT ROUTE PROJECT StIEET KROGER STORE 7 ACCESS ROAD 15" ASPHALT CONCRETE TYPE SM -2A F ASPHALT CONCRETE BASE COURSE TYPE BM -2 8' AGGREGATE MATERIAL TY. I, NO. 21-B F:. < ..mF«,....m-.. n�.�oaw. ..m-.mw�m�, r-rvw=+.xwe... ,nsru..r.rrra, mnurmv_ae. _ .wxMa-..�_..., .n-,ro.- .{-....n mae�,�,�. - .,ua•,.n -c.-wx w.a�mwr m. mmaa.. 'L A Q W (_J cD Q E X vsu .scm;wrm.rm<sca.. Q Doi T ... � 0 1p A Q W (_J cD Q W 1 i i I I 1 I�I I 1 I I I 1 1 i IZI I i I i I iii j I I I i iii i I I >1 10 1 m m >j Q I W W 0 d m W CK Z p Ld > W CD 0 to V) U) o LLJ I — — — THIS SHEET CONTAINS A MINOR SITE PLAN AMENDMENT AS FOLLOWS. - THE PIPE SIZE FROM STR.125 TO 114 CHANGED FROM /8" TO 24% STORM DRAINAGE LAYOUT FROM STR.119 TO NEW STR.WI CHANGED TO RFF/ Fr- T "PANTnPS MNVFNIFNCE CENTER SITE PLAN. z J Q FHWA STATE REGION 3 1 VA 8" r T -a 74 ' r �a / • (r" 4' HYDRAUbC CEMENT EV BALK ayp.) CONC. SID INSET 'A' NOT TO SCALE ,,. PROJECT~ ROUTE PROJECT SHEET KQ KROGER STORE ACCESS ROAM 8 PARKING LOT 'D. CG -6 PGL /� Ii+s,, : I' --V4, : r STD. CG2 • f4' ; r 2� 27 STD. CG -6 STA. 8#22 TO STA. 8#72 x NOTE: TRANSITION FROM ADVERSE CROWN AND SPILL GUTTER STA 8*22 RT TO NORMAL CROWN STA 8#72 RT @ I -T ASPHALT CONCRETE TYPE SM -2A 5' ASPHALT CONCRETE BASE COURSE TYPE BM -2 8- AGGREGATE MATERIAL TK I, NO. 2(-B ACCESS ROAD STA. I#00 TO STA. 8#25 CD UD s LD 4 '( ■ 8_ _ ....... ,, .... ... ......_. _ - ,_.. .,... .. .. ..... ...... ..... ._, .. .. .......... .. _. .,. .... ... .... _....... _ _-.._...._._._. ... _ _. __....... _.... _ .... _. ...... �. Y... H z E ➢. .. ... .... _ _ _,... .. ...... ..... .. .. _. .. „_ � y g -�... . -t 's' R 2 Lai ;. a � a 1 v , r u ,,.-.� «..,.._..._d,_�.�,�,..,., ,.��.,».�.o..u,..,c �.:,,..�.=.:arm-, ,:.,,.,, < ..�,-w ,�.....�•.,s :.. ate,.: ... a.:�-�,.:, ...m.,...�.,..,sYNR,..,.:..�.,�..,��..-�,y:.,..t.. ., _ 00-0 94 x. d § 3 :mom a� 's. sr�N was s�� r ' i w cc0 PLAN NO. FILE NO. EET F— . CDw A o0 o° Lu j ;Qlcc r °�'iaC CLJ� O m 0 m of W o(a- ui w � z o of 0- V) A ROLKIN ROAD Pl - 19#6227 (ROLKIN) DELTA - W1Y578O`RT. T - 37241 \ L - 618.94 \ R - 44200 \ PC - /58986 (ROLKIN) \ PT - 22.0880 (ROLKIN) ROLKIN ROAD (PRIVATE) PLAN R` 1 SCALE. l - 2a PAVEMENT MARKING LEGEND SSWL - SINGLE SOLID WHITE UNE (4' UNLESS OTHERWISE NOTED) SSYL - SINGLE SOLID YELLOW UNE (4' UNLESS OTHERWISE NOTED) DSYL - DOUBLE SOLID YELLOW UNE (4') WWL - WIDE WHITE UNE (24') SDWL - SINGLE DASHED WHITE UNE (241) FINA rtutnaL AIL) '>/ ,v t SHEEr #a REGION STATE PROJECT ROUTE PROJECT GIANT STORE 3 VA 9 SIGNING AND R'MD• SEE INOATION OF ROLKIN FOR THIS SHEET INCLUDES A MINOR SITE PLAN AMENDMENT WHICH INCLUDES THE FOLLOWING. - REVISED PAVEMENT MARKING PLAN FOR ROLKIN RD.TO COINCIDE WITH REVISED ENTRANCE LOCATION A SIGNING & PAVEMENT MARKINGS ROLKIN ROAD SCALE: r - 29 m C) SHEEN' NO. 9 s R Q e I i I 1 icc I I 1�1�1 J IQIr� I ' I I I i i I J J ' J I I > m I o M a M>1 j ® 0 > w ( c L D Z) w w V) V) o v w i -------------------------------------------------------------------------- ------------- ------------------ ----