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Home My WebLink AboutSP201700010 Resubmittal Special Use Permit 2017-10-16LEGEND W WATER LINE UGC UNDERGROUND COMMUNICATIONS (EX.) WV 0 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 0 BLOW -OFF ASSEMBLY IF IRON FOUND S SANITARY SEWER LINE (EX.) BPF BENT PIPE FOUND CO 0 CLEANOUT IPF IRON PIPE FOUND SSMH 00 SEWER MANHOLE SETBACK LINE — — EXISTING STORM DRAIN LINE — EASEMENT LIMITS —sn sn—SD— PROPOSED STORM DRAIN LINE — CENTERLINE DI ❑ DROP INLET ---� CONTOUR LINE (EX. / PROP.) SDMH 0 STORM DRAIN MANHOLE 3:1— E-2.50%— DEGREE / DIRECTION OF SLOPE FD 0 FLOOR DRAIN +479.70 SPOT ELEVATION G GAS LINE (EXISTING) HP HIGH POINT GV® GM O GAS VALVE / METER LP LOW POINIT UP0 UTILITY POLE ■—■ -W DITCH W17H LINING LP-0 LIGHT POLE —'' DITCH / SVNALE GUY d GUY WIRE WATER CC7URSE EM a ELECTRIC METER BM* BENCHMARK MB n MAILBOX CMP CORRUGATED METAL PIPE m TRANSFORMER PVC POLYVINYLCHLORIDE PIPE PED 0 UTILITY PEDESTAL FEE 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 IZ:;,vviw 14" WILD I_I-I — Z CHERRY 10" & 10" CHERRY INE LF1I 0 DBL WILD . CHERRY O r 16" WILD UR ' TO 453 37 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. WV 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 oonocory BRICKCOLUMNS 11 z (L z w I�re Z ® O Wi Cfr) �r co - SCALE. ISSUE DRAWN: DESIGN: CHECKED: REVISIONS: 1 7-28-17 2 10-16-17 ;AS NI O ' i 4/17/2017 A, SLD COUNTY COMMENTS COUNTY COMMENTS All sights rerved. N- part wf tha material lirotectesl by this copyright ,(plams, ideas, designs, sectio,as or details cxped ova tliest plaaas) may be reprod—cl, changed or wilizcd in any Tc rm or by amp mneans, eflcctrotuic or mcchanaical, inclmdh,g photucoipyimg, scaamtimg, or by amy o1he, tmeal olf retrieval systei without written pern issiun f o i, 'e Engim ring and Land S.hakioms, PC. Al-, these puns m y not be assig-1 to a third party without ffitst .vritte avtho,iza'tiaam cff "ff'etca ff?atginccring grad Land uu4ntioms, PC. tDTEIUll A rNGINI?LIUNG AND LAND SOLU rIONS, PC SHEET _L ci 40 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. GRAPHIC SCALE 40 0 20 40 80 ( IN FEET) 1 inch = 40 ft. WIL CONNECTION' (.SAT E U / / co �— ACSA CONNECTION MH EXISTING OFFSITE SEWER CONNECTION (NTS) SGRE:EN HE,G 9 10 `` SITE DATA, BUILDING AREA: 21,450 S.F. +/- y N N� o. _ �j° EXIT ONLY BUILDING HEIGHT: 30' +/- `2� REGULAR PARKING SPACES: 194 4 '*� HANDICAP SPACES: 5 VAN SPACES: 1 1 0 SHADE TREE ,..: TOTAL PARKING SPACES: 200 (TYP. x20) 10 � y , 1 ✓✓ LEGEND —W WATEIR LINE UGC UNDERGROUND COMMUNICATIONS (EX.) WV¢& WM O WATEIR VALVE / METER — OHE + OHC — OVERHEAD ELECTRIC AND COMMUNICATIONS (EX.) FHA {} FIRE HYDRANT OHC OVERHEAD COMMUNICATIONS (EX.) YH (�} YARD HYDRANT BOUNDARY / RIGHT-OF-WAY LINE NOTES: BOA G BLOWI-OFF ASSEMBLY IF IRON FOUND 1. For the two sides of the building that will face Rio Road, features such as BPF BENT PIPE FOUND windows, doors, and/or changes in plane to the building faces will be SANITARY SEWER LINE (EX.) provided in accordance to the neighborhood model principle for buildings CO COO CLEAPVOUT IPF IRON PIPE FOUND and spaces of human scale. SSMH 0 SEWE R MANHOLE SETBACK LINE — -- � — EXISTIING STORM DRAIN LINE — EASEMENT LIMITS 2. The egress only entrance onto Rio Road East is subject to approval of an _Sp_SoSD— PROPOSED STORM DRAIN LINE — CENTERLINE Access Management Exception by VDOT. DI F-1 DROP INLET CONTOUR LINE (EX. / PROP.) * Permanent utility easement for dominion virginia power, central telephone SDMH O STORIM DRAIN MANHOLE 3:1— F2.50%— DEGREE / DIRECTION OF SLOPE company of virginia and n-telos FD O FLOOR DRAIN + 479.70 SPOT ELEVATION —G GAS LINE (EXISTING) HP HIGH POINT GV® GM O GAS VALVE / METER LP LOW POINT TRAFFIC:—� uP� UTILITY POLE -�—� DITCH WITH LINING Parking space requirement per section 4.12 of the zoning ordinance 1 space ;- - DITCH / SWALE per 3 fixed seats OR per 75 s.f. whichever is greater LP LIGHT POLE GUY d GUY WIRE WATER COURSE 1160 500 seats 13 = 167 spaces OR EM o ELECTRIC METER BM+ BENCHMARK ■ 15,000 s.f. / 75 = 200 spaces p CMP CORRUGATED METAL PIPE J MB o MAILBOX TRANSFORMER PVC POLYVINYLCHLORIDE PIPE PED ❑ UTILITY PEDESTAL FFE FINISHED FLOOR ELEVATION —OHE OVERHEAD ELECTRIC (EX.) FES FLARED END SECTION Z CL Ui o Z Ga ZQ Z 4i Cn (i 4 SCALE- ISSUE D. DESIGN: CHECKED: 1 7-28-17 2 10-16-17 ASNOTED 04 /17/2017 d E COUNTY COMMENTS COUNTY COMMENTS rAil riglaks reeerqea. Yo Mari of ilne aaaakerial garoTea;ted b} t}ais sopyrigpak fj1>Itaras� icl+;as, aesigns, xskioaas ®r aetails espressecl oea t'he�e plans) naa3- �e rel>ruan cca, cla:angcd or wkip iced iaa vaj- i'oxaaa ar by any cancans, eleskronic or nnc cl�anical, hadnding ph.toeapyh g, scanning, am by any otiaer nasana of rest riev al systeau iviklaatak tvritteaa l�eaanissian frorna "l'erra Esngiraccriarg ana Lana Sal"kians, PC, Al-, fliese plans may not be assigned to a third party without first wrMen annpaori-tion of Terra Eagh,a ing :and 1anri Salukions, PC. �9 TERRA EP;CINEERING AF:?D LAND SOLI Tp'IDNS, PC. SHEET J.N.0 /71 4()U 1705 2 OF 3 5'9 5' 5( 4� 4s 4', 4( 4! 4� 4; 4, 4' 51 5'I 5( 44 4� 4, 4( 4' 42 4: 4, 4 SCALE: V = 20' SECTION 2 PROFILE SCALE: V = 20' z w z 0 w za z At Q z r ram- �+ :,,:,, e % b L SCALE. - ISSUED: DESIGN - CHECKED: All rights t--ed. No part of the sn.aterial protected by This copyright (plaDs, ideas, designs, sections or dlel:nils expressed on these plans) may be reprodwced, changed or wtilised in any dorm or by any means, electronic - nstchanioal, including pinctoccpying, scanning, or by any other uneans of rclrity al systtnn , itlnout ♦vrilne❑ p-mksian t'ronn Terra Engineering and Laud Bulutions. PCB. Also, then plans may anent be assig—.a to a third party v,ith—t fast my itten audiurizali2 n of Terri Eangineeiring and Laud Solutions, PC. 0TERRA ENGINEERING A. -ND LAND SOLUTIONS, PC SHEET C3 1 a J.N. 1705 3 OF 3