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HomeMy WebLinkAboutSP201700010 Plan - Approved Special Use Permit 2018-05-09LEGEND W WATER LINE UGC UNDERGROUND COMMUNICATIONS (EX.) WV® WM 0 WATER VALVE / METER - OHE + OHC - OVERHEAD ELECTRIC AND COMMUNICATIONS (EX.) FHA FIRE HYDRANT OHC OVERHEAD COMMUNICATIONS (EX.) YH-& YARD HYDRANT BOUNDARY / RIGHT-OF-WAY LINE BOA ® BLOW -OFF ASSEMBLY IF IRON FOUND S SANITARY SEWER LINE (EX.) BPF BENT PIPE FOUND coo CLEANOUT IPF IRON PIPE FOUND SSMH ® SEWER MANHOLE SETBACK LINE - - EXISTING STORM DRAIN LINE - - EASEMENT LIMITS -SD-SD-SD- PROPOSED STORM DRAIN LINE - CENTERLINE DI DROP INLET ---- CONTOUR LINE (EX.,/ PROP.) SDMHO STORM DRAIN MANHOLE 3:1- (-2.50%- DEGREE! DIRECTION OF SLOPE FD 0 FLOOR DRAIN + 479.70 SPOT ELEVATION G GAS LINE (EXISTING) HP HIGH POINT GV ® GM Q GAS VALVE / METER LP LOW POINT UP.a UTILITY POLE E-� ■� DITCH WITH LINING LP Y LIGHT POLE -"'-' -'-- DITCH I SWALE GUY e GUY WIRE WATER COURSE EM o ELECTRIC METER BM* BENCHMARK MB o MAILBOX CMP CORRUGATED METAL PIPE 0 TRANSFORMER PVC POLYVINYLCHLORIDE PIPE PED ❑ UTILITY PEDESTAL FFE FINISHED FLOOR ELEVATION OHE OVERHEAD ELECTRIC (EX.) FES FLARED END SECTION LINE TABLE LINE LENGTH BEARING L1 15.93' S85'52'08"W L2 26.63' S03°50'36"E L3 17.80' N89°58'23"E L4 17.16' N51'52'11"E i-- 1"L"•WILU // / W G�HERRY / 14" WILDS �,,.Z'"✓ /DBL WILD CHERR �1 INE fi W CHERRY r• 01 UR ` DJ 453 37 � ` _. r SURVEY & TOPOGRAPHY 1. TOPOGRAPHIC SURVEY PREPARED BY TERRA ENGINEERING AND LAND SOLUTIONS, PC, CHARLOTTESVILLE, VIRGINIA, JULY 8, 2008. 2. BASE MAP IS A COMPILATION OF A PREVIOUS TOPOGRAPHIC SURVEY BY OTHERS, A PARTIAL NEW TOPOGRAPHIC SURVEY BY TERRA ENGINEERING AND LAND SOLUTIONS, PC AND ALBEMARLE COUNTY GIS MAPPING. 3. THE ELEVATION DATUM IS THE SAME USED FOR BELVEDERE BOULEVARD CONSTRUCTION. OLD BENCHMARK WAS DESTROYED BY CONSTRUCTION OF RIO ROAD AND WILL BE RESET FOR FINAL SITE PLAN. 4. THE MERIDIAN IS BASED ON BEARING OF LINE ALONG NORFOLK SOUTHERN RAILWAY AS SHOWN ON PLAT RECORDED IN DEED BOOK 535 PAGE 402. 5. CONTOUR INTERVAL PROVIDED BY TERRA ENGINEERING AND LAND SOLUTIONS, PC IS 2 FOOT. 6. THIS PLAN DOES NOT GUARANTEE THE EXISTENCE OR NON-EXISTENCE OF UNDERGROUND UTILITIES. PRIOR TO ANY CONSTRUCTION OR EXCAVATION, THE CONTRACTOR SHALL VERIFY THE EXISTENCE AND LOCATION OF, OR THE NON-EXISTENCE OF, UNDERGROUND UTILITIES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING "MISS UTILITY" (1-800-552-7001). 7. NO TITLE REPORT FURNISHED. OTHER EASEMENTS, ETC. MAY AFFECT PROPERTY. 8. THE BOUNDARY LINES ALONG NORFOLK SOUTHERN RAILWAY AND CATEC ARE BASED ON A RECENT FIELD SURVEY. THE RIGHT-OF-WAY ALONG RIO ROAD IS BASED ON THE VDOT HIGHWAY PLAN SHEET 7 & 8 LAST REVISED 5-24-07 FOR {° PROJECT 0631-002-128. ROAD RIGHT-OF-WAY SUBJECT TO REVISION UPON RECEIPT OF ADDITIONAL VDOT DATA. 'f 9. SHADED AREAS REPRESENT MANAGED STEEP SLOPES. 10.PROJECT DATA: ; TAX MAP AND PARCEL NUMBERS: 61-153A1 ZONING:'R4 UNDER ZMA 99-18 WITH SP99-75, SP-2004-0045 VARIANCE AND WAIVERS: VA 79-43 AND COOPERATIVE AND OFF -SITE PARKING ;. DEED BOOK 440 PAGE 291 PARCEL LIES IN THE AIRPORT IMPACT AREA AND THE STEEP SLOPES -MANAGED OVERLAY DISTRICTS. l� 3 ASPHALT \ti e PARKING •y f -5 `f` "''}''3• TOP - 462.82 INV. OUT - 460.26 TOP - 466.85 INV. IN (EAST) - 461.76 INV. OUT (NORTH) - 459.94 O� 60 $8' # INV. OUT - 459.68 X X ' G' \ �grC(Q O "` TOP - 469.48 \ INV. IN - 462.49 INV. OUT - 462.53 OQ o f \\Z13 .. TOP - 467.27 �� r INV. IN - 458.87 INV. OUT - 458.10 /2- �\ ; TOP - 469.02 VU 130.35' \ SI\\ t. BFFE to ASPHALT 453.00 �,d° DRIVE '" \ \\ ' LIGHT 2 STORY BRICK t � m 'HT \ \\ Ao o CHURCH 46E`0 �. U (E1VAG; �..' l ut�IT�j 12' ilylD�'�LCSCK � �;-: .I' : ,�• f, ,� . R l :-WALL W/ "16" CAP & HANDRAIL s i'. COVERED H {UB PORCH W/,, BRICK F 'Y.., COLUMNS << -HANDICAP `Fi 'WEEL, ANDIC l' DI UR I RAMP WI � �\STOP (TYP.) T P 45 .87 HANDRAILS ELEC. IN .45 .13 10",W E P I N G X WOOD HANDICAP ,''CHERRY STOO�SIGN CURB FLU5.1-r LOW \ ASPHALT W/PAV.F ENT � SHRUBS # PARKING ,r " ' 1 SCALE: 1" = 30' Technical Education Center" DB 508 PG 425 5 ZONED R4 ( IN FEET) 1 inch = 30 ft. 120 F HOSED AGGREGATE CONC. WALK 5/8 W M ii UJ \ CP, \ASPHALT DRIVE 84' rr PED UTILITY ;. v...........�/A.ULT 2 ( N ALK Community Department File# G p�O1 - 10 Approved,by theT'Iolb ard of Supervisors Date N �c Si natre � I ner ,fl z a a cn w z Z Z (j � 0� Z � ON w 'cCi t--10.4 b I' M 0� eta J era te SCALE: ISSUED: DRAWN: DESIGN: REVISIONS. 1 7-28-17 2 10-16-17 AS NOTED 04/17/2017 AE SLD IC OUNTY COMCOMMENTSMENTS All rights reserved. No part of the material protected by this copyright (plans, ideas, designs, sections or details expressed on these plans) unay be reproduced, changed or utilized in any form or by any nneans, electronic or mechanical, including photocopying, scanning, or by any other means of retrieval system without written permission from Terra Engineering and Land Solutions, PC. Also, these plans may not be assigned to a third party without first written authorization of Terra Engineering and Laud Solutions, PC. ©'TERRA ENGINEERING AND LAND SOLUTIONS, PC SHEET T C100 J,N, 1705 1 ,OF 3 VICINITY MAP SCALE: 1" = 2000' BUILDING ELEVATION NOTE: Building elevations visible from Rio Road shall not be blank walls. Instead, building elevations shall incorporate at least two of the following types of elements: fenestration, architectural detailing with a minimum projection of 6 inches, or recesses/projections in the building wall with a minimum depth of 18 inches. These features shall be distributed across the entire elevation. Compliance with this condition shall be determined by the Director of Planning or designee prior to approval of the church's final site plan. MAINT. ACCESS DUMPSTEjR PAD / rr! Al f r f /, STREET TREE (50' SPACING, TYP.) 1 �� Ct t1 j ! FES .� 4 40 ( x^ SD 19, I f,-... /S-,T0,­RMWATE:R---1.ES MANAGEMENT f, FES sow RISER.,, I " SDMH I I f .'` Jam/ '✓((/ ............ i f r r O f f 1 ;SDI' {h. .� � .,. , f tf� j>f�1�,'"f � ,,� ids' ' �':..:;r..,,� ,•�,I�• ( If I 1( f f 1 i Y � f t r / ROPOSED LAYOUT 40 P � / 1 / SCALE: 1" = 40' / co i / GRAPHIC SCALE 0 20 40 80 ( IN FEET) 1 inch = 40 ft. \ / WL f CONNECTION / / / / / / co �- ACSA CONNECTION MH UA I tU EXISTING OFFSITE SEWER CONNECTION (NTS) -/ SITE DATA. / BUILDING AREA: 21,450 S.F. +/- BUILDING HEIGHT: 30' +/- T ONLY REGULAR PARKING SPACES: 194 HANDICAP SPACES: 5 �a VAN SPACES: 1 TOTAL PARKING SPACES: 200 Community L)e�,E- 14t rl department File#"` - Approved y the board or upervis= Date �--p V g azure a r LEGEND W WATER LINE UGC UNDERGROUND COMMUNICATIONS (EX.) WV® WM O WATER VALVE / METER - OHE + OHC - OVERHEAD ELECTRIC AND COMMUNICATIONS (EX.) FHA ( FIRE HYDRANT OHC OVERHEAD COMMUNICATIONS (EX.) BOUNDARY / RIGHT-OF-WAY LINE YH YARD HYDRANT NOTES: BOA ® BLOW -OFF ASSEMBLY IF IRON FOUND 1. For the two sides of the building that will face Rio Road, features such as S SANITARY SEWER LINE (EX.) BPF BENT PIPE FOUND windows, doors, and/or changes in plane to the building faces will be IPF IRON PIPE FOUND provided in accordance to the neighborhood model principle for buildings coo CLEANOUT SETBACK LINE and spaces of human scale. SSMH 0SEWER MANHOLE — — — EXISTING STORM DRAIN LINE — — EASEMENT LIMITS 2. The egress only entrance onto Rio Road East is subject to approval of an —SD —So —SD— PROPOSED STORM DRAIN LINE — CENTERLINE Access Management Exception by VDOT. DI 0 DROP INLET ---- CONTOUR LINE (EX. / PROP.) SDMH O STORM DRAIN MANHOLE 3:1— E-2.50%— DEGREE / DIRECTION OF SLOPE * Permanent utility easement for dominion virginia power, central telephone company of virginia and n-telos FD 0 FLOOR DRAIN -F 479.70 SPOT ELEVATION G GAS LINE (EXISTING) HP HIGH POINT GV(D GM O GAS VALVE / METER LP LOW POINT TRAFFIC: UP0 UITILITY POLE SIF-E-- 0—M DITCH WITH LINING Parking space requirement per section 4.12 of the zoning ordinance 1 space LP � POLE -� • • • — • • � �— DITCH / SWALE per 3 fixed seats OR per 75 s.f. whichever is greater LIGHT GUY e GUY WIRE _ : • WATER COURSE 160 500 seats / 3 = 167 spaces OR EM — ELECTRIC METER BM+ BENCHMARK 15,000 s.f. / 75 = 200 spaces MB o MAILBOX CMP CORRUGATED METAL PIPE lil TRANSFORMER PVC POLYVINYLCHLORIDE PIPE FFE FINISHED FLOOR ELEVATION PED 0 UTILITY PEDESTAL OHE OVERHEAD ELECTRIC (EX.) FES FLARED END SECTION z apt w z z Z�� o w o z O1 U) 6H S'V � i=H M Z HP� �P� f� eve SCALES AS NOTED ISSUED- 04/17/2017 DRAWN. AE CHECKED: SLD REVISION& 1 7-28-17 COUNTY COMMENTS 2 10-16-17 COUNTY COMMENTS All rights reserved. No part of the material protected by this copyright (plans, ideas, designs, sections or details expressed on these plans) may be reproduced, changed or utilized in any form or by any means, electronic or uneclianical, including photocopying, scanning, or by any other means of retrieval system without written permission from Terra Engineering and Land Solutions, PC. Also, these plaits may not be assigned to a third party without first written authorization of Terra Engineering and Land Solutions, PC. ©'TERRA ENGINEERING AND LAND SOLUTIONS, PC SEEET C240 J.N. 1705 2 OT' 3 5'd 5' 5( 4� 4f 4, 4( 4! 4� 4: 4,' 4 5'e 51 5( 44 41 4, 4( 4; 42 4: 4: 4 SECTION 2 PROFILE SCALE: 1" = 20' 520 510 500 490 480 470 460 450 440 430 420 410 Communit vevut.,,,,it:,m Department File# Approved by the Board of Supervisors Date V , Signature - lar i a z w u) z w O Z wZ� ' Y� (� P4 Uu P4 �P .:l SCALE: ISSUED. DRAWN. DESIGN: CHECKED: REVISIONS: ASH NOTED 04/17/2017 AE SLD All rights reserved. No part of the material protected by this copyright (plans, ideas, designs, sections or details expressed on these plans) may be reproduced, changed or utilized in any form or by any weans-, electronic or mechanical, including photocopying, scanning, or by any other means of retrieval system without written permission from Terra Engineering and Laud Solutions, PC. Also, these plans may not be assigned to a third party without first written authorization of Terra Engineering and Land Solutions, EC. ©'TERRA ENGINEERING AND LAND SOLUTIONS, PC S- H l T C3ol J.N. 1705 3 ,OF 3