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HomeMy WebLinkAboutSW6210901_Plansheet - Existing Conditions/Survey_20210908I ! f f ! f ! N/F ! LVAZIADRAG Nf I ETAi ! FETERNDOCI(ERYN ! �N ! LJeed6oak.165 � LYr118oak. PIE .� P29 � e 128 Deed Page.281 I PIN o.:69?25f101426 f P/NNO, 6942 51/0 1025 J Accessary f Bldg. Lfj " --� S W2635" E 869.49' N/P BI&EHOVAESS CHURCH, INC DeedBook;1247 Deed Page:829 PI k 694251701020 0 I j fNIP JAMESMCRAE1100f I DeedBook:143 Deed Page 380 PIN No. 690 5170 f 1 Woods woods) LO 0 1 o VF o /� / HERMANL SANDERS r "'y � / / DeedBcak:1078 (�� Dee dPage.B75 P1NN . 694251801024 ��'� ice' / /' �''J � •� NIF�- MARYGVPENTHOMAS PVELBORN DeedSook695 f�-� o� Deed Page.314 O PINNo.: 25170 W21 �� i 'Hoods Woods 0 SAND8ILL6 CENTER FOR RENTAL HEAL iH o DeedPage,328 i / p PIN No. 694251901021 q � // / % i/ Co / a / o Q // ,— — `— / / / / ,5`RCP INV.IN=29T.68 I IN'd.0UT=297.68 I. o I 15, RCP NVJN=298.10 NV.Oi T=29730 a ' woods' 0 - /on FIRE HYDRANT TGM � 5'JJ FLANGE BOLT ON FH ELEV=301,56 299 — — — o�Qmea / b � ® 24" RCP INV.IN=295A3 INV,QUT=293A5 i % J � .✓/ � �%� i� FO UTILITY STATEMENT THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY INFORMATION AND EXISTING DRAWINGS. THE SURVEYOR MAKES NO GUARANTEES THATTHE UNDERGROUND UTILITIES COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN-SERVICE OR ABANDONED. THE SURVEYOR FURTHER DOES NOT WARRANT THAT THE UNDERGROUND UTILITIES SHOWN ARE IN THE EXACT LOCATION INDICATED ALTHOUGH THE SURVEYOR DOES CERTIFY THATTHEYAR E LOCATED AS ACCURATELY AS POSSIBLE FROM INFORMATION AVAILABLE. THE SURVEYOR HAS NOT PHYSICALLY LOCATED THE UNDERGROUND UTILITIES. 19AAW111001il Oki THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES SHOWN ON THIS DRAWING ARE BASED ON ABOVE GROUND EVIDENCE OR INFORMATION GATHERED DURING THE FIELD SURVEY PORTION OF THIS PROJECT, AS SUCH, THIS INFORMATION IS SPECULATIVE IN NATURE ONLY AND SHOULD NOT BE CONSTRUED AS FACT, THERE MAY ALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED, THE EXACT LOCATIONS OF THE UNDERGROUND UTILITIES SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO THE START OF ANY AND ALL CONSTRUCTION, SSMH RIM=3oo.1� INV(LOCKED) D �.���' SSMOD RIM=298,38 1 FIRE HYDRANT INVIN=296.36 INV,OUT=296.36 � 8"PVC WATERLINE ® BUILDINGS TO BE REMOVED PAVEMENT TO BE REMOVED UTILITIES TO BE REMOVED TREES TO BE REMOVED Or N ROSION CONTROL NOTES: AN EROSION AND SEDIMENTATION CONTROL PERMIT SHALL BE REQUIRED BY NCDEO PRIOR ko TO START OF CONSTRUCTION. 00, 1 i BEFOREYOU DIG ® ALL EXISTING BOUNDARYAND TOPOGRAPHIC INFORMATION TAKEN FROM A LAND SURVEY / �. STOP z � � ,�- � PREPARED 8Y; McNEILL SURVEYING AND LAND PLANNING, PLLC CALL i 800832.4949 a z / N.C. ONE -CALL CENTER / FSTHE LAW Know w at's below. o STREAMMETLAND NOTE: Call Ore yoU�. ' THERE ARE NOEXISTING WETLAND AND/OR STREAM FEATURES ONTHE PARCEL. CONTROLCORNER EIP NAD831201, J�PHICSCALE FLOOD ZONE NOTE: NC GP5 GRID COORDINATES 60 0 30 60 120 240 N: 450,040 93 SUBJECT PROPERTY IS NOT LOCATED WITHIN A SPECIAL FLOOD HAZARD ZONE PER FEMA E:1,921,622A4 FLOOD INSURANCE RATE MAP (FIRM) #3710942500J WITH AN EFFECTIVE DATE OF 1Y1712006. FLOOD ZONES ARE SUBJECT TO CHANGE BY FEMA. INCH = 60 FEET CONSTRUCTION NOTE ALL MA TERIALS AND CONS TRUCT10N UETHODS PER THE LA TES TEDITION OF THE OFRAEFORD SPL'CIF1CAT10NSANOSTANDARD DETAILS DEMOLITION NOTES 1. ALL WORK TO BE ACCOMPLISHED IN STRICT ACCORDANCE WITH ALL LOCAL ORDINANCES, CITY OR STATE. 2. WITHIN THE SUBJECT PROPERTY, THE INTENT IS TO HAVE A CLEAN, CLEAR SITE, FREE OF ALL EXISTING ITEMS NOTED BE REMOVED IN ORDER TO PERMIT THE CONSTRUCTION OF THE NEW PROJECT. 3. ALL ITEMS NOTED TO BE REMOVED BY THE SELLER SHALL BE ACCOMPLISHED PRIOR TO THE CLOSING OF THE REAL E TATE TRANSACTION. ALL OTHER ITEMS NOTED TO BE REMOVED SHALL BE DONE SO AS PART OF THE CONTRACT F GENERAL CONSTRUCTION, 4. REMOVE AND DISPOSE OF ANY SIDEWALKS, FENCES, STAIRS, WALLS, DEBRIS AND RUBBISH REQU G REMOVAL FROM THE WORK AREA IN AN APPROVED OFF SITE LANDFILL. 5, THE CONTRACTOR SHALL SECURE ALL PERMITS FOR HIS DEMOLITION AND DISPOS OF His DEMOLITION MATERIAL TO BE REMOVED FROM THE SITE. THE CONTRACTOR SHALL POST BONDS AND P PERMIT FEES AS REQUIRED.. BUILDING DEMOLITION CONTRACTOR SHALL BE RESPONSIBLE FOR PERMITS A €SPOSAL OF BUILDING DEMOLITION DEBRIS. 6. THE DETAILED PLANS MAY NOT REFLECT ALL UTILITIES ON TH E OR SURROUNDING STREETS AND PROPERTIES. THE CONTRACTOR SHALL VERIFY LOCATIONS AND EXIST OF UTILITY SERVICES PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL CALL UTILITY LOCATE, 72 HOURS PRIOR T ONSTRUCTION. 7. THE CONTRACTOR TO REMOVE ALL UTILIT TO EXISTING STRUCTURES WHETHER SHOWN OR NOT OR ARRANGE FOR THE APPROPRIATE UTILITY COMPANY CUT AND CAP SERVICE PIPING AT THE PROPERTY LINE OR MAIN (AS REQUIRED). ALL SERVICES MAY NOT BE SH ON THIS PLAN, 9, FOR ALL ITEMS NOTE BE REMOVED- REMOVE NOT ONLY THE ABOVE GROUND ELEMENTS, BUT ALL UNDERGROUND ELEMENTS AS WELL IN ING BUT NOT NECESSARILY LIMITED TO: FOUNDATIONS, GRAVEL FILLS, TREE ROOTS, OLD PIPES, ETC, 10. BAG L ALL EXCAVATIONS RESULTING FROM THE DEMOLITION WORK TO MEET THE REQUIREMENTS FOR FILL OUTLINED IN THE EOTECHNICAL REPORT. . 11. THE CONTRACTOR SHALL PROTECT ALL IRON PINS, MONUMENTS AND PROPERTY CORNERS DURING CONSTRUCTION, ANY CONTRACTOR DISTURBED PINS, MONUMENTS, ETC, SHALL BE RESET BY A LICENSED LAND SURVEYOR AT THE EXPENSE OF THE CONTRACTOR. 12. THE CONTRACTOR SHALL RESTORE ANY UTILITY STRUCTURE, PIPES, PAVEMENT, CURBS, SIDEWALKS OR LANDSCAPED AREAS DISTURBED DURING DEMOLITION TO THEIR ORIGINAL CONDITION TO THE SATISFACTION. 13. ALL BUILDINGS, FOUNDATION WALLS AND FOOTINGS INDICATED ON THIS PLAN TO BE REMOVED FROM SITE. CONTRACTOR SHALL SECURE ANY PERMITS AND PAY ALL FEES AND PERFORM CLEARING AND GRUBBING AND DEBRIS REMOVAL PRIOR TO COMMENCEMENT OF GRADI NG OPERATIONS. 14. ASBESTOS AND ANY OTHER HAZARDOUS MATERIAL SHALL BE REMOVED BY THE GENERAL CONTRACTOR USING A LICENSED HAZARDOUS MATERIAL CONTRACTOR, Q H CONSULTANT: TRIANGLE SITE DESIGN, PLLC 4004 BARRETT DR, STE 101 RALEIGH, NC 27609 (919) 553.6570 LICENSE #P-0619 mlowder@trianglesitedesign.com Spout Springs Holdings; LLC Attn. Allen Jordan 275 South Bennett Street Southern Pines, NC 28387 (919) 693-1700 johnallenjordanjr@g mail,com • This document, togetherwith the concepts and designs presented herein, as an instrument of services, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Triangle Site Design, PLLC shall be without liability to. Triangle Site Design, PLLC. 0 W 0 CS Drawn Checked Approved Project No, 002003 Original Submittal Date: August 23, 2021 Title EXISTING CONDITIONS PLAN Sheet No. D1.,O