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HomeMy WebLinkAboutSDP201400031 Plan - Approved 2014-05-15a INITIAL SITE DEVELOPMENT PLAN FOR FANTOF5 CORNER TMP 07800- 00- 00- 005A05 TMP 07600-00-00-005E305 � TMP 07800- 00- 00 -058G I RIVANNA DISTRICT, ALE3EMARLE COUNTY, VIRGINIA SHEET INDEX CI - COVER SHEET C2 - PROJECT OVERVIEW /SHEET INDEX C3 - EXISTING CONDITIONS * DEMO PLAN C4 - SITE PLAN C5 - SITE PLAN C6 - LANDSCAPE PLAN C7 - LANDSCAPE PLAN C8 - PRIVATE ROAD PROFILE * SITE DETAILS APPROVED PROFFERS Tax Map 78 Parcel 58G1 was rezoned to Highway Commercial per ZMA 2013- 00002. The approved proffer statement is as follows: it 1. Interconnectivity. Contemporaneously with, and as part of, frontage improvements along Stony Point Road (Rt. 20) required in connection with any subdivision plat or site plan for the Property, the Owner shall construct a private road from Stony Point Road (Rt. 20) across the Property to and across TMP 78 -5A to U.S. Route 250, as labeled Road "A" on Exhibit :C -1. The location, aligrunent and design of Road "A" may be adj Listed with approval of the County Engineer. The Owner shall record an easement for the private road granting right of public passage over Road "A" which shall be recorded prior to the request for the first Certificate of Occupancy for the Property. An access easement to TMP 78- 6 shall be provided subject to an agreement between the respective owners to share the cost of maintenance and construction for shared portions of Road "A ". 2. No Certificate of Occupancy until Road "A" is complete. The Owner shall not request a Certificate of Occupancy for any building on the Property until the private road connection between U.S. Route 250 and Route 20 is completed along with entrance improvements as required by the Virginia Department of Transportation. Construction of Road "A" shall be deemed complete when the County Engineer determines the roadway is safe and convenient for traffic. The location of the private road connections may vary in accordance with entrance guidelines provided by the Virginia Department of Transportation. 3. Route 20 Widening. The Owner shall not request a Certificate of Occupancy for any building on the Property until the Owner has constructed a second north bound lane on Route 20 alon4 the frontage of the Property such that two full north bound lanes are provided on Route 20 from its intersection with U.S. Route 250 to the intersection of Road "A" and Route 20. LEGEND VICINITY MAP SCALE: 1 "- 1,00a1 IMAGE PROVIDED BY GOOGLE MAPS sal✓ LiE��- Submittal Type Reviewed and Approved by the Community Development Department Date _ -5 / 151► y File# 3-0 P 2o1 L] - Signature t. L/OWNER / DEVELOPER Pantops Corner, LC. 1100 Harris Street Charlottesville, VA 22903 VZONING TMP 78 - -5A, 5B HC – Highway Commercial, EC – Entrance Corridor TMP 78 -58G1 HC – Highway Commercial, EC – Entrance Corridor Per Approved Application Plan. ZMA 2013 - 00002. SOURCE OF TITLE Tax Map 78, Parcel 5A, 5B & 58G1: DB 4358 PG 684 ,MAGISTERIAL DISTRICT Rivanna I/BENCHMARK Datum for topography is NAVD88. ®UACE OF BOUNDARY & TOPO Source of Boundary Survey: Compiled from a plat recorded in DB 4358 PG 688. Source of Topography: Two (2),=toot contours shown from an airborne survey under the supervision of James; Hl. Bell, Jr. aerial topography from Louisa Aerial Surveys, Inc. Dated: 10/04/13. Portions shown are based on a ground survey completed on 10/213 and 10/4/13 by Roger W. Ray & Associates, Inc. t,--BUI LDI NG HEIGHT vlaximum: 65' ,/SETBACKS t ublic Streets: 30' Building, 10' Parking. Additional setback of 2' for each 1' of building height over 35'. EXISTING USE Single Family Residence, Electrical Supply Warehouse, Au o –body Shop, Auto Dealership, & Clothing Retailer. CRITICAL SLOPES Slopes greater than 25% are present on this site. See sheet C3. ,,/PROPOSED USE New 17,006 SF Grocery Store, 4,000 SF Retail Building, and Proffered Access Road EXIST NEW DESCRIPTION EXIST NEW DESCRIPTION EXIST NEW DESCRIPTION EXIST NEW DESCRIPTION ✓LAND USE SCHEDULE 165 T x 125TC TOP OF CURB ELEVATION DRAIN INLET (DI) r� ....... TREE LINE 10 10 PARKING COUNT EXISTING Area % 165 X 125 SPOT ELEVATION Q 0 STORM R FENCE 11111 CROSSWALK Ex. Buildings 4,974 SF 1.8 Ex. Pavement 8,746 SF 3.2 /SANITARY MANHOLE 165 T x 125 T TOP OF WALL ELEVATION C PLUG ---- STREAM / HANDICAP ACCESSIBLE AISLE Open ,space 261,144 SF 95.0% Total= 274,864 SF (6.31 ac.) 16"BW x 125BW BOTTOM OF WALL ELEVATION � , � WV ® WATER VALVE &BOX 312-- 12— INTERVAL CONTOUR � CG -12 PROPOSED Area % BENCHMARK 4 FIRE HYDRANT 300— oo— INDEX CONTOUR �. HANDICAP PARKING New Buildings 21,006 SF 7.6% New Pavement 79,606 SF 29.0% New Sidewalk 8,716 SF 3.2% ® STORM SEWER MA ®"' WATER METER Open space 165,536 SF 60.2% CO-2 oG -2 STANDARD 6" CURB NOTE: Total= 274,864 SF (6.31 ac.) �{D RD ROOF DRAIN �-� LIGHT POLE CG -6 CG -6 COMBINATION 6" CURB & 1. THE SIZE OF THE SYMBOLS MAY VARY FROM WHAT IS SHOWN. Total Impervious Area = 109,328 SF (39.8 %) – — �-- SEWER LINE –�– UTILITY POLE GUTTER \- WATERSHEDS W "M 6"W WATER LINE _._....' °c,AS -.�.." GAS GAS LINE °.... ° ° CONCRETE PAVEMENT / This site lies within the Upper Rivanna River Watershed. - .....`°- ..- .._..– .....' __– SANITARY EASEMENT SIDEWALK This site is not within a watershed of a public water supply. WE OHE OVERHEAD ELECTRIC WIRE _ __ _...— r RIPRAP GRADING EASEMENT FL ZONE vOO D O UCE UGE D UNDERGROUND ELECTRIC ••. . DRAINAGE EASEMENT S ASPHALT T --alT ---- -° OHT OVERHEAD TELEPHONE LINE GRASS According to the FEMA Flood Insurance Rate Map, effective date February 4, 2005 (Community UTILITY EASEMENT Panel 51003CO287D), portions of this property lie within a Zone AE 100 –year flood plain. DOT UGT UNDERGROUND TELEPHONE LINE •- -••• –• – WATER EASEMENT EC -2 MATTING ACCESS EASEMENT Bam EC -3 MATTING TRIP GENE RATIO N PROPERTY LINE _ STORM DRAINAGE EASEMENT � WETLAND The initial plan shows the concept for development, trip generation figures and turn lane warrants — – – — ADJACENT PROPERTY LINE will be provided with the final site development plan. VACATED PROPERTY LINE BUILDING SETBACK __X PARKING SETBACK O � U JUSTIN M. SHIMP �> Lic. No. 45183 O �' ��sSFO1VAL 1�G \ f --------------- \\ \ _� \ a \ \ k =may a • ..\ + * t. .•i: +¢', a t. a+ s .s :. F — I I — ' ) !1 °7a p ,.i`i`i: #<::::.. \ \\ \ \ _ _ - -�`' -�• \� \ \ \\ _ —_J / _ _ _ _ ` � : . `•�. - -- - \� T.M. 7�8 -5E`- �. �` - - - - - -- `\ -- _ -- 00 x SHEETS 4 .:6;: • \.\ `\ ; ____ -_ -- , -�- \ \\ � \ \\ � \ �__ _ - - - - - - � ; ; }, ; , ; � SHEETS 5 & 7 mm-W Mim m m 111/4" m -M M11111111111,1�11 MP �tyy :w.— .mr— �a— ar— cv+— sna —zsv- \\ - \ c,0 x ° \ \ \ \ \ T.M. 78�� 0 I ° 00 \ \ \ } 1 I i LO LO N11 it i QO x LO I ��:, `Jf / / / /\/\ \ \' \ k .• '� \\ � t 0 4� I to LO 4�1 �� �} �\ ' r, r4� I I \ X \ � I y,•I v 0 }� LC L� l v Q0 QO \� u� x § \ ^ns s''° ' + — \ •• ---- \ \ \ } I 0 1LS]J � to fir) x T�M. 78 -5p ; P`7 \ \ \ � r)x I l I \ x Cj ' ID to CY) q1 •�' v7 Ky \b �� �'• � Ks '\ \ \ raj r j fa /r w�yi x K°Y r \\ (S� \\ x to to in to OD F, i1r) LO to Go 91V 0 b gib. Ubn °S r'J� �, }} Kai L6 to 00 n c� / in / `\ CNO r-) x i 50 0 50 100 150 `s' m IN \ +— (6 '\b } to i`7 x U Scale: 1 " =50' \ C • a O U CO • U Z w N W �-+ W ^Z It Z v W L W V Z � V) `1 Z w wa D N O \� h N �1 W Q w >> a W v � J _ i Z_ W Q 0 � O W � Q W N U p,LTH o� � U JUSTIN M. SHIMP Lic. No. 45183 SIONAL W l� z W W �(Z O V 1 � U N 0 W C L— w O W C) 0 n 0'I z LL z (� Li. z W n� z W D 0 0 W U W W 0 J W QJ W \ M - J Z Q Date 03/24/2014 Scale 1 )) =50' Sheet No. 2 OF 8 File No. 1 2.025 ............. t {o r> ?•: 0 ✓ CV �J9 •t w k 0 \ f --------------- \\ \ _� \ a \ \ k =may a • ..\ + * t. .•i: +¢', a t. a+ s .s :. 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Ubn °S r'J� �, }} Kai L6 to 00 n c� / in / `\ CNO r-) x i 50 0 50 100 150 `s' m IN \ +— (6 '\b } to i`7 x U Scale: 1 " =50' \ C • a O U CO • U Z w N W �-+ W ^Z It Z v W L W V Z � V) `1 Z w wa D N O \� h N �1 W Q w >> a W v � J _ i Z_ W Q 0 � O W � Q W N U p,LTH o� � U JUSTIN M. SHIMP Lic. No. 45183 SIONAL W l� z W W �(Z O V 1 � U N 0 W C L— w O W C) 0 n 0'I z LL z (� Li. z W n� z W D 0 0 W U W W 0 J W QJ W \ M - J Z Q Date 03/24/2014 Scale 1 )) =50' Sheet No. 2 OF 8 File No. 1 2.025 0 Qi 0 V � • 0 O 0 0 z N W W �Z It v W W d p� w o V) o =_ V) w � w�, F � r� N N W V Q W J_ Z 21-1 W � Q� �o W J 1 w O _ N U ALTH of � �q� O U JUSTIN M. SHIMP �> Lie. No. 45183 o roNaL 1 � Z W 0 =� F--- o (I °- 1 U zzo 00 U � z_O � W W � o ry .. Q ir 0 Z U. V Z g Q. Z W Z 0. 0 0 J U' W > W W J 0 rr W Q F- N J W Q m p J _ Q Z Date 03/24/2014 Scale 1 " =50' Sheet No. 3 OF 8 File No. 12.025 1 11. IN 1 R262.0' \ �—\ A 4 E\AS —EM IE R 38.0' FHA \ I v \ �. I A. 10 / I x10''. ste � :.P6 A A• •s ". ---- .- _------ _-- .- •--- -- ---- I \ HORIZONTAL CURVE #2 I \ A57.67' R250.00' `�� 020 \ \ I \ \ _ I \ I TMP \ \ LC J Icn \ \ / % \ �I0 r� -476 / �\ PANTS LC / � I ZOTHRIFT USE: AUTO REPAIR SHOP i D.B. 35f8 -097 I USE: STORE ZONE : HC �E 1 I I t TMP 78 -6\ \ ` O&B PARTNERSHIP IA \R 6 HC 1 NED \ \ US� DEALERSHI I I \ \ \ \ \ Ate/ HORIZONTAL CURVE 3 clq \ A57.67' o I / / \ R250.00 ' i / \ \ o v; ^� "v M D13'13'02* ° -I°s _ \410 ......... . \ II�III 1 I i I / II IIII, � il�ll � 420 ACC E SEM T 4 a a ME 64, j / I I � t TMP 78 -6\ \ ` O&B PARTNERSHIP IA \R 6 HC 1 NED \ \ US� DEALERSHI I I \ \ \ \ \ Ate/ HORIZONTAL CURVE 3 clq \ A57.67' o I / / \ R250.00 ' i / \ \ o v; ^� "v M D13'13'02* ° -I°s _ \410 ......... . \ II�III 1 I i I / II IIII, � il�ll � 420 ACC E SEM T 4 a a ME 64, j 4- O J N U V c v �w a� E o- c°� n / L /a� I° �\ v 0� M N ` \ 3 O L0 N o W ` F- 00 o � � a� v U U —j C c U ° v U 3 y M cn, O EcL O .• o��W TH of U JUSTIN M. SHIMP Lie. No. 45183 O �' �� SZONAL � � \ \ ---- .- _------ _-- .- •--- -- ---- I _ — \ TMP 78 -5E ` --_ \ \ I _ ' \ PANTOPS LC \ ` D.B. 2976 -576 \ ( TMP / \ , I I ANTOPS LC J \ 17-5C— % D.B. 2934 -476 ZONED: HC \\ PANTS LC / � I ZOTHRIFT USE: AUTO REPAIR SHOP i D.B. 35f8 -097 I USE: STORE ZONE : HC 4- O J N U V c v �w a� E o- c°� n / L /a� I° �\ v 0� M N ` \ 3 O L0 N o W ` F- 00 o � � a� v U U —j C c U ° v U 3 y M cn, O EcL O .• o��W TH of U JUSTIN M. SHIMP Lie. No. 45183 O �' �� SZONAL � � \ 10,0 YR ' / \ \ / FL,OODP AIN J I I pEs \ \ LINE \ •, • r I I I _ I tv.. :\s. r / / v \- y v:+ S ; , :v \ 1 0 .............. ............................... ......:.x:,. \, <..:.YY: <.YYYYY:.Y:.Y:. YYY: YY: .;::;:.YYYYYYYYYYYYYYY::::::::. ...:.:.,,:kon / \ ....... ...:.. \,.. ,... ....> ............................... ..............E. .Ynv.,.. ..,........ ......................... .......: ............... r.. 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C FoS • 4.00 SF Plant Symbol Plant Type • Large Shade Tree Large Shade Tree • Large Shade Tree Flowering Ornamental • Flowering Ornamental o Flowering Ornamental Screening Tree Screening Shrub • Screening Shrub 0 1 0 IN 2" OF SM -9.5A SUPERPAVE 000 000 000 000 000 0000 00 00 000000000000010 000 — VDOT #21A BASESTONE III III III —IIII I i COMPACTED SUBGRADE CBR =10 TO BE FIELD VERIFIED TYPICAL PAVEMENT SECTION FOR PARKING & TRAVELWAYS Not To Scale 1.5" OF SM -9.5A SUPERPAVE 3" — ASPHALT CONCRETE BASE COARSE TYPE BM -25.0 OOOOOOOO 00000000000001000 6" — VDOT #21A BASESTONE COMPACTED SUBGRADE — III — III — III III —III— CBR =10 TO BE FIELD VERIFIED TYPICAL PAVEMENT SECTION FOR PRIVATE ROADS Not To Scale 0v 0v 0v v 0v 0v v 0v 0000000000 4" — 3,000 PSI CONCRETE 4" — VDOT #21A BASESTONE COMPACTED SUBGRADE CBR =10 TO BE FIELD VERIFIED TYPICAL SIDEWALK SECTION Not To Scale 425 420 415 410 405 400 395 390 385 380 375 370 365 360 355 350 345 340 335 (D 0 d' M SET TRUNK PLUMB. SEE PLANS FOR EXACT LAYOUT AND SPA TREE TIES, SEE S 1-112" SQ. OAK SET 180 DEGREE APART Ill \�1Ly► :L�IZl17��11a APPLY 2" OF MUl PLANTING AND Wi THOROUGHLY 4" COMPACTED E, WATERING BERM EXISTING GRADE PLANTING PIT. SE FOR EXACT REQUI PLANTING SOIL, A PLANTING SOIL Al' REMOVE BURLAP STRING FROM TOF OF ROOT BALL UNDISTURBED S01L- I 4 TREE PLANTING DETAIL C8 Not To Scale 0 Ln 0 SEE PLANS FOR EXACT LAYOUT. SPACE PLANTS AS SPECIFIED IN PLANT LIST OR AS SHOWN. ADJUST SPACING AS NECESSARY OR AS DIRECTED BY SET SHRUB PLUMB. TOP OF LANDSCAPE ARCHITECT. KOOTBALL SHALL NOT BE MORE THAN I" ABOVE FINISHED GRADE MULCH 2" DEEP 0 IMMEDIATELY AFTER o4� O� 4 4 REMOVE BURLAP FROM PLANTING AND WATER ° 4 TOP 1/3 OF KOOTBALL THOROUGHLY. 4 Q C. F 3" TALL WATERING PLANTING PIT. ° BERM PREPARED SOIL FOK SHRUBS r- FINISHED GRADE t�=u =L11 I I I SOIL SURfACE ROUGHENED O BIND NEW SOIL _ 5 SHRUB PLANTING DETAIL C8 Not To Scale U.,Sr.'RTI. 20 /STONY POI T ROAD i TMP 78 -5E \ TMP 78 -58G I KT� 0 FFS TE SANITARY CONNECTION D ETAI L SCALE: 1 " =30 �� �� rlr IM■111■MII■ If �rM �IIIIII�M 1 • • _ �3 •• ` • / ��Z�� �� � �. III {�II�IIIIrrIIII�IIIIIIIIMIIII ■III i"� w• .. •• �' �i •• • a, / � ' � � v• • � ���� I III II .��1111�11 ■I ur ../ • r/ iii • :i . r ,� U.,Sr.'RTI. 20 /STONY POI T ROAD i TMP 78 -5E \ TMP 78 -58G I KT� 0 FFS TE SANITARY CONNECTION D ETAI L SCALE: 1 " =30 10 +00 11 +00 12 +00 13 +00 14 +00 15 +00 16 +00 17 +00 18 +00 19 +00 20 +00 NEW PRIVATE ROAD PROFILE C8 SCALE: HORZ: 1"=40' VERT: 1"=10' 425 420 415 410 405 400 395 390 385 380 375 370 365 360 355 350 345 340 335 Q'�- S V r� V w4 w` rt (0 Q7 O m( I_ r\� oc N L L v L w [ 0 = I d. fi i J 1 1 N O 2 N w > > w � J zV) QW �o W J Q O I N U 4�p,LTH OF �q� O v JUSTIN M. SHIMP � Lie. No. 45183 o SIONAL o J n Q U N W t1J F— w 0 0 C1� V Z J I— Z W Z Q. O J 0 W W W � LW Q rf VJ J W Q m F- J _ Q Z Date 03/24/201:4 Scale N %A Sheet ,No. 8 OF'8 File No. 12.025 �� �� rlr IM■111■MII■ If �rM �IIIIII�M • • • _ �3 •• ` • ��Z�� �� � �. III {�II�IIIIrrIIII�IIIIIIIIMIIII ■III i"� w• .. •• �' �i •• • a, ' � � v• • � ���� I III II .��1111�11 ■I ' ../ • r/ iii • :i . r ,� ■�Nr ���I�����I II��IM■ � ■I ■I�I�I�N• .••�•••.•��•� ■�.� 'r�■rl■r■Ilrlll■II #IIIII■IIIN■■II■1■■ r r �• r • III IILI � r � t ■ I�II�I ■IIIIIIIIMIIIIIIIIIIIIIII! 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