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HomeMy WebLinkAboutSP201700010 Plan - Submittal (First) Special Use Permit 2017-04-17LEGEND IN WATERLINE UGT UNDERGROUND COMMUNICATIONS (EX.) `�' UUINS I HUI� I IUN. ULU I�tIN(�HIVIHFtK VVAS UL51 FiUYtU 13Y C�UIV51 HU I IUN Ut HIU WV®I WMQ WATER VALVE / METER OHT+OHTV — OVERHEAD COMMUNICATIONS AND CABLE (EX.) WV ROAD AND WILL BE RESET FOR FINAL SITE PLAN. FHA FIRE HYDRANT OHT OVERHEAD COMMUNICATIONS (EX.) \ \ }, 4. THE MERIDIAN IS BASED ON BEARING OF LINE ALONG NORFOLK SOUTHERN BOUNDARY (RIGHT-OF-WAY LINE �n' RAILWAY AS SHOWN ON PLAT RECORDED IN DEED BOOK 535 PAGE 402. �,, '; YH YARD HYDRANT �5. CONTOUR INTERVAL PROVIDED BY TERRA ENGINEERING AND LAND SOLUTIONS, BA BLOW OFF ASSEMBLY IF IRON FOUND PC IS 2 FOOT. O�, BPF BENT PIPE FOUND", S_ SANITARY SEWER LINE (EX.) ;�� `4 6. THIS PLAN DOES NOT GUARANTEE THE EXISTENCE OR NON-EXISTENCE OF IPF IRON PIPE FOUND ��` ����` '` UNDERGROUND UTILITIES. PRIOR TO ANY CONSTRUCTION OR EXCAVATION, THE COO CLEANOUT SSMH SEWER MANHOLE SETBACK LINE a5 �� ` `� t;, ��., CONTRACTOR SHALL VERIFY THE EXISTENCE AND LOCATION OF, OR THE EASEMENT LIMITS 3�� , ?a NON-EXISTENCE OF, UNDERGROUND UTILITIES. THE CONTRACTOR SHALL BE _ = EXISTING STORM DRAIN LINE RESPONSIBLE FOR NOTIFYING "MISS UTILITY" (1-800-552-7001). —sn sn—SD— PROPOSED STORM DRAIN LINE — CENTERLINE IF:,', �� ; � t ✓ � \ �,, 7. NO TITLE REPORT FURNISHED. OTHER EASEMENTS, ETC. MAY AFFECT DI DROP INLET CONTOUR LINE (EX. / PROP.) f j 0 `t PROPERTY. ---- r r s ✓` 1 \��° ? ��a` SDMHO STORM DRAIN MANHOLE 3:1— X2.50%— DEGREE /DIRECTION OF SLOPE vf 8. THE BOUNDARY LINES ALONG NORFOLK SOUTHERN RAILWAY AND CATEC ARE FDO FLOOR DRAW 1479.70 SPOT ELEVATION / °{ fL' �Uk' °�a��%, ��` BASED ON A RECENT FIELD SURVEY. THE RIGHT-OF-WAY ALONG RIO ROAD IS t HP HIGH POINT BASED ON THE VDOT HIGHWAY PLAN SHEET 7 & 8 LAST REVISED 5-24-07 FOR GAS LINE (EXISTING} PROJECT 0631-002-128. ROAD RIGHT-OF-WAY SUBJECT TO REVISION UPON GV01 GM Q GAS VALVE /METER LP LOW (POINT RECEIPT OF ADDITIONAL VDOT DATA. U�7 UTILITY POLE ■—■ f ■—■ DITCH WITH LINING t �` 9. SHADED AREAS REPRESENT SLOPES OF 25% AND/OR GREATER. DITCH / SWALE 10. PROJECT DATA: LP LIGHT POLE WV %', �o �� , TAX MAP AND PARCEL NUMBERS: 61-153A1 GUY o� GUY WIRE WATER COURSE f �:; ! ZONING: R-6 UNDER ZMA 99-18 WITH SP99-75, SP -2004-0045 BM BENCHMARK EM o ELECTRIC METER VARIANCE AND WAIVERS: VA 79-43 AND COOPERATIVE AND OFF-SITE PARKING MB- MAILBOX CMP CORRUGATED METAL PIPE DEED BOOK 440 PAGE 291 M \, TRANSFORMER PVC POLY'VINYLCHLORI DE PIPE FFE FINISHED FLOOR ELEVATION PED ❑ UTILITY PEDESTAL i `✓, ' ,.v\, GUARDRAIL OHE OVERHEAD ELECTRIC (EX.) FES FLARED END SECTION l4 " GUARDRAIL f r , i . •' j. 0—MM, 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 w z, > Z ' ul z� J m SCALE: ISSUED: DRAWN. DESIGN: CTIECITED: REVISIONS: 0 AS NOTED 4/17/2017 A SLD All rights reser,ed. No par: of rhe material protected iby 'this copy,igh,t �(phns, ideas, designs, sections or details expressed on rh se plans) pray be reproduced, changed or ufflized un any Foran or by any it—tire, electronic or nueehaaracal, inclnn ling photos®pyi.g, scanning, or by any other i neans oG retrieval s+vsteara }yathouk wrik:ear permission Crom'Terra Enginreering and Land 3o�aVions, PC. Aiso, ¢hese oDhris may noir be assigned to a third parry aviithou¢ first written androrizaRion of Terra Engineering and Land Solus:ioana, PC. © TERF--k ENGINEERUNG AND LAND SOLUTIONS, PC S E T cl(00 I.N. 1705 1 OF 3 1 _ MANAGEMENT , r `Z >. a PROPOSED LAYOUT 40 GRAPHIC SCALE 0 20 40 80 (1N FEET) 1 inch = 40 ft. iON S CALE: ISSUED. DRAWN: DESIGN. CFIECI ! ; D, REVISIONS: A S NI'll 1 ED 04/17/2017 AAE SLD All rights rc -v¢ d. No pari of i'i- n>lterial protected by thus copyri h'r (plans, ideas, designs, sections or details espres-d ozn ::heave plans) may be reproduced, changed or utilized in any Lori or by any means, electronic or nnechanical, ineluding ph.wcopying, scanning, or by any other ancans of rctrie'21 system tiv'athoast lvtiicten peranission Lrosn'Terra Engineering and Lend Solutions, PC. Also, these plans icy not be assigned to a third par[y witlnoui' rtirst zvrut[cn xadwrizutuoai of Terra Engineering and Land Solud.ns, IP(' © TERRA ENGINEERING _' iti D LAND SOLL TIONS, PC SBEET 2 . 0 J,I�. 1X05 2 ;OF 3 z w z c L w Z�' co \ ��l .. r Ln ~ F� �I S CALE: ISSUED. DRAWN: DESIGN. CFIECI ! ; D, REVISIONS: A S NI'll 1 ED 04/17/2017 AAE SLD All rights rc -v¢ d. No pari of i'i- n>lterial protected by thus copyri h'r (plans, ideas, designs, sections or details espres-d ozn ::heave plans) may be reproduced, changed or utilized in any Lori or by any means, electronic or nnechanical, ineluding ph.wcopying, scanning, or by any other ancans of rctrie'21 system tiv'athoast lvtiicten peranission Lrosn'Terra Engineering and Lend Solutions, PC. Also, these plans icy not be assigned to a third par[y witlnoui' rtirst zvrut[cn xadwrizutuoai of Terra Engineering and Land Solud.ns, IP(' © TERRA ENGINEERING _' iti D LAND SOLL TIONS, PC SBEET 2 . 0 J,I�. 1X05 2 ;OF 3 64%41 grelm w Onto] ME SCALE: 1 " = 20' SECTION 2 PROFILE SCALE: 1 " = 20' SCALE; ISSUED: DRAWN: DESIGN: CHECKED: REVISIONS: AS NOTED �04/17/2017 AE SLD All sights --vedNo p= of[he material pro-,cL,d by fl,is oopy,ight (plmisj id � 'U"[Qsigms, —d.ut — details s,,pre2scd 011 Tll-. PLI") may b� changed urucilized in any f.rm—try any —a—' sl..Iroidc or Land PC. Also, i1ese pim rn.y not be - sigincd to a third party without. fimt wikn uuth.riz,ition of Terra Engineering and Land SvhiLions, PC. (0 TERRA ENGENEERING AND LAND SOLUTIONS, PC SHEET C3,31 J.X 1705 30F 3