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
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DEMOLITION TREES
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If/ WASHINGTON,JESSIE N/F
y5"RCP ++ aa� �\ M.TURNBOUGH, EDDIE WHITESIDE
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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
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300 EXISTING MAJOR CONTOURS - - I p0 /� RUSSELL TABERNACLEf ��4 _ EXISTING 8"PVC
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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
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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
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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+++ \ / �/ /\
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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
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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. — — — — —
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PIN 1539074695
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�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
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/ 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
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DB 283 PG_467— _ / — — _ — ]_
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