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Home My WebLink AboutSDP201700020 Plan - Submittal (First) Initial Site Plan 2017-04-03LEGEND EXIST NEW DESCRIPTION 165 TC x 125 TC TOP OF CURB ELEVATION 165 x 125 SPOT ELEVATION 165 TW x 125 TW TOP OF WALL ELEVATION 165 BW X 125BW BOTTOM OF WALL ELEVATION BENCHMARK SANITARY EASEMENT — -- GRADING EASEMENT DRAINAGE EASEMENT UTILITY EASEMENT WATER EASEMENT — — — — — ACCESS EASEMENT STORM DRAINAGE EASEMENT INITIAL SITE DEVELOPMENT PLAN FOR HAN5EN ROAD CHURCH TMP 07800-00-00-073At5 RIVANNA DISTRICT, ALBEMARLE COUNTY, VIRGINIA VICINITY MAP SCALE: 1"=2 Ard4et' 7owwe Pa11k FONTANA .: � CAv�'}�'�' j' OVERd001( $� CONDOS 17 r Vol COTTAGES? JEFFERSON FITS, CONDOS ASHCRO moilticello() SHEET INDEX 1 IMAGE PROVIDED BY GOOGLE MAPS 5HEET C I -COVER 5HEET SHEET C2 - EX15TING CONDITIONS � DEMO 5HEET C3 - 5ITE OVERVIEW/ 5IGHT D15TANCE LINES 5HEET C4 - 51TE PLAN / LANDSCAPING PLAN 5HEET C5 - GRADING UTILITIE5 OWNER / DEVELOPER Owner: Albemarle Land LLC 195 Riverbend Drive Charlottesville VA, 22911 Developer: Core Real Estate and Development 195 Riverbend Drive Charlottesville VA, 22911 ZONING Planned Development Mixed Commercial Entrance Corridor (EC) LEGAL REFERENCE TMP 07800-00-00-073AB — DB 4416 PG 460 DB 4786/17 PLAT BENCHMARK Benchmark for topographic survey is a top of a sewer manhole. Elev. = 536.95' Datum: NAVD88 SOURCE OF BOUNDARY & TOPO Boundary & topograohic survey information provided by: Commonwealth Land Surveying 319 Rio Road W Charlottesville, VA 22901 2/6/17 BUILDING HEIGHT Maximum: 65' Floors above 40' or the third story shall be stepped back a minimum of 15' from the front of the building. Proposed Height: (Church) 45' (Offices) 35' SETBACKS Front Max: 30' from exterior edge of sidewalk Front Min: 10' from exterior edge of sidewalk Side & Rear: Adjacent to RA district boundary Building 50' Parking 20' FLOOD ZONE According to the FEMA Flood Insurance Rate Map, effective date February 4, 2005 (Community Panel 51003CO289D), this property does not lie within the Zone AE 100—year flood plain. PARKING SCHEDULE Proposed Use: Church Required Parking: 1 Space Per 3 Seats in Assembly 660 Seats / 3 = 220 Spaces Required Proposed Use: Office Building Required Parking: 1 Space Per 200 SF of Net Office Floor Area .8* 34,000 SF / 200 SF = 136 Spaces Required Total Number of Spaces Provided: 296 Spaces (includes 8 handicap accessible) WATER & SANITARY SERVICES All water and sanitary sewer services are to be provided by Albemarle County Service Authority. WATERSHED This site is not located within a water supply protection area. LIGHTING Proposed lighting and photometrics will be shown with the final site plan submittal. LAND USE STORM SEWER RD RD ROOF DRAIN _-S=_ 29,833 SEWER LINE s"w 6"w WATER LINE GAS GAS GAS LINE OHE OHE OVERHEAD ELECTRIC WIRE UGE UGE UNDERGROUND ELECTRIC OHT OHT OVERHEAD TELEPHONE LINE UGT DGT UNDERGROUND TELEPHONE LINE D [ C11 DRAIN INLET (DI) O O STORM/SANITARY MANHOLE C E PLUG 9"v Total 56 13 69 17 50 67 WATER VALVE & BOX ♦ 4- FIRE HYDRANT ® Two 8,960 SF Office Buildings WATER METER 12 INTERVAL CONTOUR LIGHT POLE w/ Associated Parking f UTILITY POLE oo — INDEX CONTOUR PROPERTY LINE ADJACENT PROPERTY LINE CG -2 _______ VACATED PROPERTY LINE BUILDING SETBACK CG -6 �� PARKING SETBACK SANITARY EASEMENT — -- GRADING EASEMENT DRAINAGE EASEMENT UTILITY EASEMENT WATER EASEMENT — — — — — ACCESS EASEMENT STORM DRAINAGE EASEMENT INITIAL SITE DEVELOPMENT PLAN FOR HAN5EN ROAD CHURCH TMP 07800-00-00-073At5 RIVANNA DISTRICT, ALBEMARLE COUNTY, VIRGINIA VICINITY MAP SCALE: 1"=2 Ard4et' 7owwe Pa11k FONTANA .: � CAv�'}�'�' j' OVERd001( $� CONDOS 17 r Vol COTTAGES? JEFFERSON FITS, CONDOS ASHCRO moilticello() SHEET INDEX 1 IMAGE PROVIDED BY GOOGLE MAPS 5HEET C I -COVER 5HEET SHEET C2 - EX15TING CONDITIONS � DEMO 5HEET C3 - 5ITE OVERVIEW/ 5IGHT D15TANCE LINES 5HEET C4 - 51TE PLAN / LANDSCAPING PLAN 5HEET C5 - GRADING UTILITIE5 OWNER / DEVELOPER Owner: Albemarle Land LLC 195 Riverbend Drive Charlottesville VA, 22911 Developer: Core Real Estate and Development 195 Riverbend Drive Charlottesville VA, 22911 ZONING Planned Development Mixed Commercial Entrance Corridor (EC) LEGAL REFERENCE TMP 07800-00-00-073AB — DB 4416 PG 460 DB 4786/17 PLAT BENCHMARK Benchmark for topographic survey is a top of a sewer manhole. Elev. = 536.95' Datum: NAVD88 SOURCE OF BOUNDARY & TOPO Boundary & topograohic survey information provided by: Commonwealth Land Surveying 319 Rio Road W Charlottesville, VA 22901 2/6/17 BUILDING HEIGHT Maximum: 65' Floors above 40' or the third story shall be stepped back a minimum of 15' from the front of the building. Proposed Height: (Church) 45' (Offices) 35' SETBACKS Front Max: 30' from exterior edge of sidewalk Front Min: 10' from exterior edge of sidewalk Side & Rear: Adjacent to RA district boundary Building 50' Parking 20' FLOOD ZONE According to the FEMA Flood Insurance Rate Map, effective date February 4, 2005 (Community Panel 51003CO289D), this property does not lie within the Zone AE 100—year flood plain. PARKING SCHEDULE Proposed Use: Church Required Parking: 1 Space Per 3 Seats in Assembly 660 Seats / 3 = 220 Spaces Required Proposed Use: Office Building Required Parking: 1 Space Per 200 SF of Net Office Floor Area .8* 34,000 SF / 200 SF = 136 Spaces Required Total Number of Spaces Provided: 296 Spaces (includes 8 handicap accessible) WATER & SANITARY SERVICES All water and sanitary sewer services are to be provided by Albemarle County Service Authority. WATERSHED This site is not located within a water supply protection area. LIGHTING Proposed lighting and photometrics will be shown with the final site plan submittal. LAND USE SCHEDULE EXISTING Area % Road 29,833 SF 11.15% Sidewalk 10,839 SF 4.05% Open space 226,863 SF 84.80% Total= 267,535 SF (6.14 ac.) PROPOSED Area % Building 33,234 SF 22.71% Pavement 97,577 SF 66.68% Walkways 15,527 SF 10.61% Impervious area 146,338 SF 54.70% Open space 121,197 SF 45.30.% Total= 267,535 SF (6.14 ac.) SIGNS All signs shall conform with the MUTCD Guidelines. ITE TRIP COUNT ��p,LTH OF 1 U JUSTHIMP c 'o.45183 y SIONAL EXISTING USE AM PM TREE LINE Use Description ITE Qty in out Total in out Total Vacant Land Church 560 15,314 SF 7 6 13 8 6 14 —•--•— FENCE PROPOSED USE Office 710 35,840 SF 49 7 56 9 44 53 STREAM Total 56 13 69 17 50 67 15,314 SF Church and Two 8,960 SF Office Buildings 312— 12 INTERVAL CONTOUR w/ Associated Parking 300— oo — INDEX CONTOUR CG -2 CG -2 STANDARD 6" CURB CG -6 CG -6 COMBINATION 6" CURB & GUTTER SIGNATURE BLOCK DATE CONCRETE PAVEMENT / SIDEWALK RIPRAP D CURRENT DEVELOPMENT PLANNER ASPHALT O GRASS EC -2 MATTING CURRENT DEVELOPMENT ENGINEER EC -3 MATTING 0 0 WETLAND ALBEMARLE COUNTY SERVICE AUTHORITY 10 10 PARKING COUNT FIRE OFFICIAL CROSSWALK HANDICAP ACCESSIBLE AISLE /FN //FT CG -12 ARCHITECTURAL REVIEW BOARD HANDICAP PARKING BUILDING OFFICIAL NOTE: 1. THE SIZE OF THE SYMBOLS MAY VARY FROM WHAT IS SHOWN. VIRGINIA DEPARTMENT OF TRANSPORATION ��p,LTH OF 1 U JUSTHIMP c 'o.45183 y SIONAL 1 I � I I I I_ I 0 = 23°03'4 R = 50 I �� I / / / 0 00'� I 1 / � �I T = 102.00 L = 201.25 TO 53 .67 IN 23 07 0 T 5/ 2.8 `cc' II S) 8 ' i � TOP: 548.56 78-73131+ v v i v Q W � � IN: 539.26 HANSEN ROAD PROFESSIONAL OUT: 539.11 CENTER LLC ET AL. ZONING: PLANNED DEVELOPMENT � _ �QLu MIXED COMMERCIAL TOP: 529.91 Q -r� v vv ♦ ; �/ IN: 517.01 v OUT: 516.81 / / TO BE RELOCATE "� i py I ' v / / TOP: 536.95 • � •� � �: 1�� IN: 527.15- -vv v OUT: 527.05 i M,- ENT w� 78-73A1 RIVANNA RIDGE CHARLOTTESVILLE LLC (/ -iceA 11.10 ACRES ZONING: PLANNED DEVELOPMENT y MIXED COMMERCIAL - TOP. 533-20 ' �' / �' / IN-- /-525.6-1 / P:18. ° 509 O4 �_ V I i i i / _ - / i / z / / , I zz / I i 2y�15 _ —-- 3�-------- / / u I TREELINE TBR ALBEMARLE LAND LLC 10.97 ACRES ZONING: PLANNED ED DEVELOPM MIXED COMMERCIAL = 14°16'3 I ---- ---- - - 40p-' R = 300.00 T = 37.57' 1 \ �, --_- 78-73AB II Ili �— -- ALB�MAR"LE LAND -LLC--- L = 74.74 �� - / i li I I \ 6.14 -S RIP RA , ,,� �ONING:_PL�iQNED DEVELOPMENT TBR 78-36A+ __ ORM PIPE � \f , \ � ��- �-- _-----._ -- MIXED C9MM�CIAL VIRGINIA SCHOOL BOARDS � � � �� ` `. � �� -- -_ - --- _..__. ,,- - ST / � _� - - __ --��TBR _-�_-"_„ / b ASSOCIATION ET AL. �� - - - �� ' / ZONING: PLANNED DEVELOPMENT �� - - -- - - - " -�' �- - �_ _ _ %- �/ �'�� MIXED COMMERCIAL liw - -- ' --- EASEQtNi v / RQ1 KW - N 3024'20" w SPEED LIMIT 25 MPH 5 6.96' i�g» AC -FESS ASEMENT/ 37°02�,'27,> T = 115.61' L = 223.12' 5o11 Divide 13E- Catoctin very 5tc 7 1 B- Kabun clay loam 7 1 C- Kabun clay loam j��NLTH OF 1 �O U JUSTHIMP c o. 45183 k�'VSIONAL "�G 40 • 40 :0 120 ■ ■ ■ ■ ■ .0 / ( I 1 \ II ) I i 1 I - I / i 1-10 0 1 / DO 78-73131+ HANSEN ROAD PROFESSIONAL CENTER LLC ET AL. ZONING: PLANNED DEVELOPMENT MIXED COMMERCIAL / 1 78-73A1 \ I RIVANNA RIDGE CHARLOTTESVILLE LLC I 1 \ \ 1 1 .10 ACRES HANSEN ROAD TO BE STRIPED ( x / I I \ ZONING: PLANNED DEVELOPMENT FOR 50 PARKING SPACES / \ ' / I ` MIXED COMMERCIAL 78-36A+ VIRGINIA SCHOOL BOARDS ASSOCIATION ET AL. ZONING: PLANNED DEVELOPMENT MIXED COMMERCIAL - - - - ----- ----------- ---- — / FHA - ,� - - - - _ -- ,�' � 78-73AA ALBEMARLE LAND LLC 10.97 ACRES ZONING: PLANNED DEVELOPMENT ,,- -- �- ,- / / '-� ,/ / -- /�' / MIXED COMMERCIAL \ 15314 SF x I II U.F.E. = 530-�-- ----- - /� II I \ �.F.E� - 516 r_T_T-T-T / -/ \ I I I L— I—T I T-T-T-��- _ Y/ r I I I \ v I I I I I I I I I IIx \ \ — 16 X � \ \�` �\ �� _ - _ _- __- _-- -- --------- iI— i II I-�I I w -_II I _II li• ��(8,960/8,96---I--I — f ------ ___ / FFE-='531.0 (8 X60/8 960) -FFE� 529.0 l- "�ms acs I1 I j 29�� b , F7 - - - - - - - - - - - - - - - - - - - - - - -- - > - - -RQI KW / SPEED LIMIT 25 MPH ROLKIN ROAD TO BE WIDENED FOR 63 ADDITIONAL SPACES NLTH OF �O o � � U JUST HIMP c o. 45183 � SIONAL 40 • 40 :0 120 ■ ■ ■ ■ ■ .0 x o Ix I ��rn I Bin a I 0 N Me /-Z- 0 d.0, ° \ FHA EW M 92'R x LANDSCAPE SCHEDULE • Plant Symbol Planting Type Min. Cal./Height Canopy Quantity Total Canopy + Large Shade Tree 3.5" Cal. 700 35 24500 X Large Shade Tree 1.5"-1.75" Cal. 700 11 7700 Large Shade Tree 2.5" Cal. 700 18 12600 Medium Shade Tree 2.5" Cal. 315 6 1890 Flowering 115 21 — Ornamental Total Canopy 46690 X 15,314 SF U.F.E. = 530 L. F. E. = 516 WM 3, 1 \ ° 63 — 9'x18' parking sp es ° — —'x18' handica x ° 8 x1$ ' van acpes pa ee — — — isers I"� 4 \ 15'R / X x \ ° X ---I---f4t—I--,-- i O I [[�� I. I I I I I I I I TAI I I I I I I I I I I I I� L-1-7-,92-OLIII I I I 2 1 risers I ° A— -S-F — 05I each I— — I. I. I I I I I I I TAI S _I— —I— — (8, 960/8, 960) f�fI � f�- B' --a1-7 92 S� FFE = 531.0 - (8,960/8,960) I I II II IBI l I-1 1 -0- --a ,- --so 2 Ibwdr Plaryng,l s -I - - - I 18 ri r X X 0.5' achX Xrx(-x x ° ) (:: X 63 - 9'x20' parking spaces � NEW DI - ROI KIN ROAD SPEED LIMIT 25 MPH FFE = 529.0 -,- -,- -,- -I- B FF- - 518.E _ - 20 Ibw�r Uevbl earl inc spades I I I I I I I I I I I I I I I I I 1 rs ach ° O<5' X ° x ° X ° X11 I I I I I I I JX11 _I I I I jx NEW DI -3 IN= 20' 01, � N N W FQ (n W F J (n J Z W Q � 0 W J Q o z N U ��p,LTH OF 1 U JUSTHIMP c o. 45183 w ��sSIONAL "��o 30 0 30 .• •0 SCALE: 1 30' � \ Q °C 0v Z LL � � z � oC a� z�LU Z a0 0 0 U > � W 0 J FwQ N W Q Z� Date 4/3/17 1 Scale 1 "= 30' Sheet No. C4 OF 5 File No. 16.025 [� � 0 ` 0 Z I Z I r I N W Z _ �Z vW WZ w oI = w� rZ V 1 I CC 0 I II I I I I = N F- �, I w� (n TO:): 53 67I II \I F � IN 2307 \ 1 I 0 T 5 2.8 I I I I II Z w w I 1 \\ \ o z I / TOP: 548.56 / I~LLj \ IN: 539.26 / 30 1 I \ \\ \\ = OUT: 539.11 LTH IN �A OF / � r / ( 31.1 \ p EW I- r \� / y I / U JUSTc. o. 45 83MP r / 1-\N TOP: 536.95 w4 / \ 6 IN: 527.15 I I OUT: 527.05 / / �sSjONAL / GASB r I \ \�� \�\ / /CA GAS GAS -z- / T it Q4 32. / 1 T P. 5 3- .6 1'I r 1 W� ENS / / / // /� // // / // // // /� co 18. s ZS, S SUT: 509 Os r Z = rl • �� I ,� s NEW D�-3C I �v 31. 3. \'�� ' \/ //�/�// /�/ /�/ 17� o / r ew F I \ \ S 29.5 FH �S WM �S \ �� _ - - - 36.0_ 34.0 - 30 s 8" �02 L - - / I = 1 1 1 W - Q - I 1 I 11 1 ,314 SF =w w , c II \ U. E. = 530 -----------/ I I I L. F. = 516 - - - TOP: 507. I I -T-T T _ - - Fw `� �° / 5 I IN: 01.9 I I I I I I I _L -I- I- T-, � ou 501.7 ) I I \ I I I I I I I� I I I I I LJ --I I I � I-�--I---� // // .5/ , � � / � W f vV--��I I I I I 1 j 1 1 I (8,960/8 96fl - ---FFA=5310 .- / 0) 1s, 6 ( 0 96 , � 1177 8.0 / / J L29 UJI I - TOP: 495.8 / 28 --,--,---- / I--I--I- �- ��Wltr e q �C`�qC-�--S e - - �� /� 48 / / �� / /� W I I J- -I--f-T I I 1 I I = / IN 3 / � � - __------------ ------ ---- ----L--��z= ��I _ I -� �� 48 Dl - TOP: 5 2 70 �_ ��------_--------- � ---_ �------- � __ _- �'4 � IN: 49 F '502 �---�_ -----_ --- - --- AOR TC G OUT: 4 .70 ------- __ - --------- N: 496.11 - - _ N: 491. , - 06.0 UT: 491.3 --� j/ J M �/ /// 75 W / 2 AIN 1-0 P: / / / ` / IN: 478.95 Q OUT 488.66 // / �/ NEW DI -3C \ IN: 492.23 R01_ OUT: 484.43 SPEED LIMIT 25 MPH EW D �3 �� --- Date 4/3/17 _-------____ ---- __ OUT: :_49 _--- ----- -� EASEMENT NEW DI -3C / - / Scale Sheet No. 30 0 30 60 90 C5 OF 5 File No. SCALE: 1 " = 30' 16.025