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HomeMy WebLinkAboutSW1240601_Plansheet - Existing Conditions/Survey_20241001 `" 15"RCP INV:1067.02 PRELIMINARY LEGEND: EX.6"WATER LINE / I NOT FOR CONSTRUCTION DEMOLITION N/F T L SHIRLEY F. DEMOLITION TREES O ++++++ If/ WASHINGTON,JESSIE N/F y5"RCP ++ aa� �\ M.TURNBOUGH, EDDIE WHITESIDE / 5p + IN 1065 i5 + �/ S7 CHARLES A. OHE EXISTING OVERHEAD ELECTRIC LINE — \ / I N/F �� ++++'"++++ 2�03'04. EX.6"WATER LINE / JAMES WHITESIDE RUSSELL TABERNACLE — + + + 48'E WHITESIDES,VIRGINIA EXISTING ELECTRIC POLE / a / CMPINHURCH TRUST \ 69i � +++*++�0s7_ _ — — 21800- / T.GODFREY MICHAEL WHITESIDE N/F cam, \ +,*,++++� \\\�`/ �\ / PIN 1539088441 BETTY J. FORD JAMES A. �� a DB 700 PG 76 ASPHALT -10 �i' — \��� \ / DB 200E PG 126 PIN 1539089389 LOGAN HEIRS X EXISTING FENCE — — I I I / \ ` — — / I v s I PARKING � s� ��� _ � �\� 't DB 89E PG 149 I MAXINE LOGAN W Z7 � N/F 6s ,' ���� PIN 1539180386 300 EXISTING MAJOR CONTOURS - - I p0 /� RUSSELL TABERNACLEf ��4 _ EXISTING 8"PVC II m CME CHURCH TRUST ��� /� i �� \\\����� INV:1052.56 DB 285 PG 439 - - -302 - - EXISTING MINOR CONTOURS p O U ¢ �� I PIN 1539086302 / _ DUKE-EN RGY� Lu Z DB 216 PG 491 /� / \ i RIGHT OF WAS �� A EXISTING POND LJJC/�j� F�� N/F A ASS A ��p6� i�� (DB942 PG8 ) EXISTING PROPERTY CORNER — — EXISTING RIPARIAN BUFFER I 6PQ s� & ' --- EXISTING RIGHT-OF-WAY I I Mq/�/� �\ o �^ ya� — _ — _ — — — — \ \ \SS\ 040 — — — — — EXISTING STREAM I O / S Cif '9 V °� ��° �� _ \ L _ _ _ _ EXISTING STRUCTURES — L EX.6"WATER LINE 6�S v �v A a _ _ � EXISTING TREE LINE — — I 5 ��/SF �// A V �� — — 0 ca o 2 N10°03'15.79"E �SSE �/ �(�� ��� � v � � �� � \ � � � � �� � A — — — � � � EXISTING TREES 41.26' S°3S, / 390 S' V A \ U � Ln EXISTING WETLAND 2S�F�\ /Pta��/S� /RS'\ \ �� �� �� a Ln o U 6 O 0 o \\ \ v v � IRON PIPE SET >LIMIT Q ao II I A V �� ���� ��I •� J SO DISTURBANCE Cn v > LO w — I I v v _ A •� ¢ m — — _ I� �� V A \ v v v� v v vw v A �� \� • (D U GENERAL NOTES: — — _ eqN \ ss " A \ v v \ v vv v �� ��v� �� V cn C z 1. ALL UTILITIES OR STRUCTURES NOT INDICATED FOR REMOVAL OR — "' P/vO/�/ �/� S 3S, v vv� — 0 MODIFICATION ARE TO REMAIN AND BE PROTECTED FROM DAMAGE. I i , O 2. ALL WASTE MATERIAL GENERATED FROM CLEARING AND DEMOLITION I l7 ��?P08S7�N `//j? \ V �� .o�� cO ACTIVITIES SHALL BE DISPOSED OF OFF-SITE IN ACCORDANCE WITH ALL I I \ (a O \ \ \ 'w `n APPLICABLE RULES AND REGULATIONS. LINDA F.SMITH 4/29 &SIDE SETBACK 3. REMOVE TOPSOIL AND STOCKPILE APPROPRIATELY ON-SITE. ON-SITE V A TEMPORARY STOCKPILES SHALL BE LOCATED WITHIN THE CONSTRUCTION PIN 1539085002 WI I I LIMITS. DB 2E PG 583 4. ALL PAVEMENT OR CONCRETE TO BE REMOVED SHALL BE SAW CUT TO U' PROVIDE A STRAIGHT AND UNIFORM JOINT WITH NEW CONSTRUCTION. ANY EXISTING 8"CLAY / EXISTING PAVEMENT, SIDEWALK, CURB & GUTTER, ETC. THAT MUST BE — L wv:loss.5o </N REMOVED TO ALLOW NEW CONSTRUCTION SHALL BE REMOVED AND REPAIRED PER SPECIFICATIONS AND DETAILS OR TO MATCH EXISTING CONDITIONS pe 390 JS / (WHETHER OR NOT SHOWN ON THE DRAWINGS TO BE REMOVED). UTILITY 8 ��' INSTALLATIONS MAY UTILIZE OPEN CUT OF PAVEMENTS UNLESS INDICATED �FP 5075 / / / v v / / / • : •\ OTHERWISE. TRENCH IN EXISTING ASPHALT SHALL BE PATCHED PER �t� PAVEMENT REPAIR DETAIL. • ��� 5. PROTECT ALL ADJACENT PROPERTIES,THE GENERAL PUBLIC AND ALL OF THE _ _ + EXISTING 8"CLAY / / °�^/ \ \ i \ IL I , 6 10 �r OWNER'S FACILITIES. SHOULD DAMAGE OCCUR, NOTIFY THE ENGINEER — — — _ / � � � �+ / \ \ �, � i \ � / / / � / � / EMERALD VILLAS NC LLC � i � IMMEDIATELY. — INV:1068.23 ���� /�//F ++ / \ \ \ °�° / v A / / PIN 1539077950 ��• 6. THE CONTRACTOR SHALL EMPLOY A QUALIFIED UTILITY LOCATOR SERVICE TO — —7 4 P/N F �, �+ / / / °���V i _ / / / / � DB 2077 PG 4223LOCATE ALL UNDERGROUND UTILITIES ELECTRICAL, TELEPHONE, GAS CABLE AND FIBER DNG, BUT OPTIC)WITOHIN THITED TOE LIMITS Qe 8 s p�8�/� V / °��� AC:5.19 OF CONSTRUCTION. (a 0 �I++"+ \ \ �o S % / / / e' 7. VERIFY ALL ILLUSTRATED KNOWN UNDERGROUND ELEMENTS. EXERCISE 62 +++ \ \ / \ / 46 REASONABLE EFFORTS TO PROTECT ANY UNKNOWN UNDERGROUND I I++++ ELEMENTS.NOTIFY THE ENGINEER IMMEDIATELY IF UNKNOWN ELEMENTS ARE — _ / / / DISCOVERED THAT WOULD NECESSITATE MODIFICATION TO THE PROPOSED _ DESIGN. LIMITS OF DISTRUBANCE(TYP.) + I \ \ / \ 8. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH APPLICABLE LOCAL, l �+ ++ \ �06 / — — v U) STATE AND OSHA REGULATIONS. — 4/ /v/ +,+ + . — 9. EXISTING MANHOLES, VALVE BOXES, VAULTS, CLEANOUTS, UTILITY POLES, N� F +,�,+, �\ ETC.TO REMAIN WITHIN THE GRADING LIMITS SHALL BE ADJUSTED AS NEEDED — P/N IS Stij ++++ \ TO FUNCTION PROPERLY WITH THE PROPOSED FINISHED GRADES(WHETHER �e2 396)S /T/y +++1+++ \ / �/ /\ F .9 1 INDICATED OR NOT TO BE MODIFIED). N/F A�, 03 +✓4++++ — — — _ _ _ _ J 10. GENERAL CONTRACTOR TO COORDINATE ALL PEDESTRIAN ACCESS PATHS, RAY S.BROWN S83 +++�+ / /V A / \ v 6- LOCATIONS,LIGHTING,ETC.WITH OWNER. co PIN 1539074882 p++++1+++ // / / V �a5s� _ _ _ — �� _ 11. CONTRACTOR SHALL INSPECT ALL EXISTING SIDEWALK AND SHALL REPLACE DB 8E PG 591 /4 +�+++ ///\/�\j/V /� ,�054� — �, OR REPAIR ANY BROKEN OR DAMAGED SECTIONS. _ ++�+++. / / _J 12. CONTRACTOR SHALL COMPLY WITH RUTHERFORD COUNTY CONSTRUCTION ` _ +�++f+:o. / /� //V /� / i Qy2� i / — i _ _ _ — — ' — — � >_ STANDARDS AND SPECS. _ +/++�+++a " / / / �05�°�/ �� — — — — ' — — — — — — — N/F o ++ ++ + + �' � / �/ 105 �i — — — � — � � o N O ++:+X+ + � / / / a9 — — — — — — — — / — — VLADIMIR NECHAYEV Z U EXISTING CONDITIONS NOTES / / I + + + / / / / / �o i i o z o 1. BOUNDARY AND FIELD TOPOGRAPHIC SURVEY PROVIDED BY BATEMAN CIVIL SVETLANA NECHAYEV Lu O SURVEY COMPANY,JANUARY 2024. +t+ / / / / ' — PIN 1539079897 Q 2. ADDITIONAL BASE INFORMATION PER RUTHERFORD COUNTY GIS. N/F �+++++p++l++ / / / / ����� j / — _ _ _ _ _ — — —� DB 1 122 PG 866 Q o z z 3. PROJECT SITE IS NOT LOCATED WITHIN ANY SPECIAL FLOOD HAZARD AREAS R,qy S g ++ ++++ �� // / / °�yV / _ _ �/ E OR FUTURE CONDITIONS FLOOD HAZARD AREAS, AS SHOWN ON FIRM PANEL _ PI ROWIV ����(++!"+(++++ / / / / / Qa — — — — L.L #3710153900J(ZONE X)DATED JULY 02,2008. _ N 153907488� / jjj++++.�++/++'+ / // / / / / v 0 j / �_ i _ _�� Lu 4. EXISTING CONDITIONS AS SHOWN ON THESE PLANS ARE GENERAL AND Dg 8E PG 591 +++J'+ +++'�+ ILLUSTRATIVE IN NATURE AND DO NOT INCLUDE MECHANICAL, ELECTRICAL / ++ + AND MISCELLANEOUS STRUCTURES. IT IS THE RESPONSIBILITY OF THE co + +++ + ++ / / / / / / °��' i — — — _ _ — W CONTRACTOR TO REVIEW THE PROJECT SITE AND FAMILIARIZE WITH ACTUAL + f / / v / N / — — — — — i FIELD CONDITIONS PRIOR TO BIDDING AND COMMENCING WORK. IF FIELD — +�++++I+ CONDITIONS ARE FOUND TO BE SIGNIFICANTLY DIFFERENT THE CONTRACTOR — / yy++++�+�++++ / / �� �� \/ /�° o�� ��� — — — SHALL NOTIFY THE PROJECT LANDSCAPE ARCHITECT OR ENGINEER 4 + / % LIMITS OF DISTRUBANCE(TYP.) IMMEDIATELY. — ��++ + - 5. SURVEY INFORMATION BY OTHERS. ENGINEER HAS NOT VERIFIED THE ACCURACY OF COMPLETENESS OF THE INFORMATION PROVIDED AND SHALL N/F `+ + +J,+ / / \ / / -1032 NOT BE RESPONSIBLE FOR ERRORS OR OMISSION THAT MAY BE RAY S. BROWN �� +++++ / ��� / / — �os0 INCORPORATED AS A RESULT.THIS SHALL NOT BE CONSIDERED A CERTIFIED PIN 1539074788 +��+ / / / —r029- SURVEY. — — — — — DB 8E PG 591 � _ / _ — +�+++ +� — f'- - - - - - - - +�+ 1021 4 N/F P7 ,o2a � �(c CIO� C� BURTCHUS LATHAN + / / / / / �/ i — _ PIN 1539074783 �� V� / 4U J O DB 477 PG 388 o a ,oi� - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - \� ��� \��� \ �� — Z �� �� /) O &SIDE SETBACK N/F BURTCHUS LATHAN PIN 1539074695 / DB477PG388 Lu LLJ SPINDALE / � � � � \ V AVA\ V� �� �� - - _ _ - - - - — EMERGENCY N/F / v v v v �� Vim_ — _ _ _ SUPPORT; MA v v v v �� v _ — _ — _ _ — _ AUXILIARY Altq A PRVITT / ��RG�N N/F V� v vv �� v v — — — — — _ — PIN AI DPINg 15 �/E3 ErEp / P ��D�IF / �A A��\ \� V A V — 1539078421 �V 07 / pg 15390754�EY / N/F — �� v w — _ — — — - DB 283 PG 467 SOT Pg 4 PPG 524 / pg 4 P G 66g5 / PIN ASS `/� — \ \ \�\= — _ __ — — — N/F I Design BY: TSG ALL CONSTRUCTION TO BE IN ACCORDANCE WITH LOCAL MUNICIPALITY, S3, 4 &5 ass / IOTs �sg / Dg 7143 °764ps / N/F_ � - \ \\ — — — WANDAM. E NCDEQ AND NCDOT STANDARDS, SPECIFICATIONS, AND DETAILS (PORT�ONOF l 6� 7 / P�Sss /VIRGINIA . FFY �` — ;; — — — LYNCH,JOHNNY I Date: o9.os.24 PIN 153907648 / \N/F\ _ N76o _ — EUGENE, NAD83/NAVD88 / DB 756 PG 360 / EVAJ_.\BFAT� _ — 53'26.60-,w _ _ ALLISON S. I Project#: P230604 PIN 153907-7433 — 164.0o. _ 20'REAR SETBACK _ PHILLIPS,AND REV# DATE DESCRIPTION SCALE 1"=40' / / / PG 4 PG LOT 058 / DB 11 C 508 N/F OTHERS N ` \ / EVA R LOGAN HEIRS _f _ N/F_ PIN 1539078379 SHEET 0 40' 80' / / PIN 16 PG 4$5 EM1 RR D�ALErd�Y�_ _ DB 991 PG 222 � —SUPPORT - - t _ _ �T C1OO m / PIN 1-53907842-t- DB 283 PG_467— _ / — — _ — ]_ Q