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HomeMy WebLinkAboutSW5220302_Plansheet C1.0 - Existing Conditions_Survey_20220406/ EjCISiING 10' P31VC ENER I I I I I I I I I l I ,I 1N1%= 381.4 \ \ \ \ \ ` UJ \ \ \ \ \ \ I / / I I III I I 1 ' 1 1 I \ \ \ \ , � 1 l \ \ \ \ \ \ \ \ 1 / GAS LlN EASEMEPIT \ \ \ 1 \ INV = ,381. 4' I IIII I I I I \ \ III IIII I I 1 l 1 \ \ \ INV. \ � \ 81.4' ` \ \ \ \ \ \ 1 O \ \ I \ � �\ Pam. 1992 CAR 2 FESS / / /\\ \\ \ GRAVEC��--,k l' I I 1 \ EXISTING CONC. HEADWALL \ , , ,f // () �0/ RCMP / / / / / / / , / / / / / 1 1 \ \ \ \ \ \ \ \ \ \ EXISTING WATER VAUL T I III I \ \ � \ \ \ \ �\ � \ � \ \ ` \ ` ` �/�/ / / / � .. I \ \ \ / J / // // // / // I I \ \ \\ \ \\ \ \ \ \ \ ,-+ % / / / O , / / / \ I ' / / I / / / /I /TBM-BFrNC TEE /N 8/' PINE I I 0 3 3 612 / / / / / / / I \ \ \\ \ \ \ \ \ \ / I \ _ / / / / \ 3 \ I/�I/22 / i / I I r� I N iID 88 LE4/ 4 2.57 I GINS ♦ . I \ / , \ 'P / / / ? -� / / / � / / I 11 lI \ ' i L' \ \ \ I / i/iEssY � . /�/ I \ \ 1 / IEX/3�T/N{3�70'Pl?O / l ( \ �i I I \ \ / I �_p �. �8 RAYNs SS/OlV I / I �' 1 i 1 i i i i$5 - --� - / / / / / / _/ _ - / / / k- \ `$ X / / / / IE ERGYT / / / CONTROL POINT (RE R & CAP) �i���,s $�,�NS�,��� I I I_V GATE a �'I 1 rrnnr" I I 1 \ > , / /� / / \ \ \ 1 ASPHALT x� / / �,�/ I I I I \ \ �(N 38 - �- - - / / / \ \ \ l� s� / L,1NE EASE NT / l l / / / / / / / / lNV = 485,/3' l , _ _ oo �� Ao o a - -Q _ _ _ / / / / - I ► \ \ \ \ \ / / I / 1 / \ I 1 I , p a 12818, PG. 989 I / l l LOCALIZATION POINT r' o _ T , \ \ \ '� E STING F/m VAUL T / / 1 1 / / I / I 1 I NC GRID NAD 83/NSIkS2007) / ' Y N=748569.73' 1 o _ _ / D/STR/CT DR/l/E - SR 1774 / / / n - -F _ _ / ��� 1 I \ 3 / / I / / E=� 085686.64' 1 _ -- A% XISTING CA7 VAUkT ► I I NAVD'8� ELEV. = 4 8 83' /7ir - I T / / / \ \ RECORD DRAWING j /- fir/ 3 ' - ` _ _ - % - _ \ /NV =1428.51 COMBINED FACTOR = 9.99990990 -� 387. a 9 ��- R/W - �'�_ rn (SEE DOTE N 6) / N M - d - I 7 - - w-- 431.4 I I �I I / THIS DOCUMENT DEPICTS THE ORIGINAL I I I / \\I�� / / / ' XI,S'fl /P - - - - - _ _ yam_ d N N -1__/ / / / I I I I EXISTING SEWER MANHOLE \� \\\ / f _ t0_ - _ - _ - - - �_�� - - � N N �- I 1 1 L DESIGN REVISED TO INCLUDE I \ \\\\ \ \ \ \\ ^ - if / / 4 _ 1 _ - _ - _ _ - - - -- _ _ - _ _ - - - _ _ - - _a - - `r v C" CONSTRUCTION PHASE REVISIONS AND I \ / _ - - _ -��_-_ems + v t*� c� N c� / / I RIM = 401.9 \ \ \\\ I \ / // 5 / / / / _ _ 2 - 1 - _ - - _ _ - _ _ _ _- - - - - - - - _� - _ M M -�- - - / I I l l / AS -BUILT INFORMATION FURNISHED INV /N (S) = 383.4' \\ l l h \ ca I / / _ - _ - - _ - _ _ _ _ - - - - _ - _ _ _ - M - - _ _ I _ / IN -PART BY OTHERS. of 1 / / _ - - - - _ 2 7 6 _ �_- d �+ v / 69.7� (TIE �1' / / / � ► I s \� II \ I o_ o � // // _ - _ - -_-_ 4 _ - - _ _ -- � -- �-- �_ - _ UG EX. UTILITY VAULT iP � j v �----__-�_-L INV OUT (N) = 383.4' I �2 \\` m M� \ \ \ N ( (/ / / / /� - - _ - - 4 - 4 4 - - - - - - _ - _ `� I C° o �- I I / WHILE THE AS -BUILT INFORMATION IS BELIEVED TO BE RELIABLE, THE vf 111-IIII \ Z I / / I ( / / - - _ - - 4 - - - \ \ _ - _ _ �- UGP� \ I I I I / DESIGNER CANNOT ASSURE ITS TBM-BENCHT/EIN 18°POPLAR 1 \ I a \ II 1 I \ m (I m I I ► RESPONSIBLE FOR THE ACCURACY OF I IIII I ►.� \ \ - - z ACCURACY, AND THUS IS NOT NA VD '88 ELEV. = 393.34' 1 \ M 1pI\III II 1 j I I I �_ I I 7o I I 1 I / / - _ ` _ \ \ - - - _ POWER EASEM_E_N_T I _ \_ ° Q l THIS DOCUMENT OR FOR ANY ERRORS �N\\\\,I\111,', \\ x`1 \11 mllllll Illll II I I I / / -- �� 1 \ tl I II \1 D lID l / / //// // / \ \\\ �� / , \ \ \ \ \ \ \ OR OMISSIONS WHICH MAY HAVE BEEN / / � / \ \ \ \ �� \ \ \ y Q � �' \ / ( / INCORPORATED INTO IT AS A RESULT. \ I + I _ - - / ` \ THOSE RELYING ON THIS DOCUMENT EXISTING CONC. HEADWALL 1 0 111 III\ I , I ► 17v I / \ \ \ \ \ rn I II t 11 \ D l D I O \ / Q r? \ \ \� .TOP OF HEADWALL = 392.1' \ 1 � 1 I�IN ,\ \I �I I I \ I I Z 1 Z \ I I 1 / / / � � \ \ ` - _ ` - _ - _ 4 / / \ \ \ \ \ \ I 57,po p / \ � \ \ \ \ \ I I / / / ARE ADVISED TO OBTAIN INDEPENDENT \ \ \ \ • \ \ \ \ \ 1 + 1 1 1 \ \ /„� j II $ , I ,1 I Q]`N 54'd 143'�Y \ \ 1 \ I 1 / ( l / APPVERLYINGN OF FORTS ANYCCURACY PURPOSEBEFORE 11 T I I / / \ \ \ \ 1 15"RCP l \\ ' I 1 I � `\ \` 4 I oo .� o \ � �\\\ \\ \ i \\ \\ \35.9' \ \ \11 INV. = 445.6' EXISTING SEWER MANHOLE \ 4 - - _ _ _ I I \ \ \ I \ a \ \ I \ \ \ 1 1 1 1 I l / ( 1 E \ RIM = 394.3 y II \II1111 III \ 1, 1 - - _ \ INV IN = 387.1' � � � I I\\ I I �\ I I I I I I \ 1 I �\ \\ pp�� 1 I \ \EXIST/NG DROP INLET ( l \ \ \ \ \ \ () - x a II �II ( \ I l 1 IZ► 1 \ ( / / \ \ \�I 2 - / 1 I \ \ \ \ I / / \ \ 1 ' \\ \ \ I 1 1 \ 1 I l i \ s - , _ _ 1 1 I \ \ \ GRATE = 451.4 ► I l / \\ \\ \\\ INV OUT (N) = 385.3 I 11.\\ ( I I I col I k 1 1 / / I \ I I I 1 1 1 0 `" E \r j ll I I C 1,'I \ \ \ I 1 I I / l / \ - - - / \ ` \ INV OUT (W) = 447.6' I I 1 0 w U.Z \ I \ \ � \ \ \ \ � \� •l� ((� I �� I 1 / I , I O � z � .• j \\\I\\ I\� I l I In \ \ I / / / / / g \ � \ - 48- - - _ 'INV.=438.9' \ 11 j( l l/ I �I I l \ \ � ¢ \ \ \ \ I EXISTING SEWER LINE IS / / )��,M 1 \ I l I - \ 1 I I - \ _ _ _ _ - - - - - \ I \ ` 11 I I I Q I l I \\ \ \ \ SUBJECT TO ANY PUBLIC x II l / �� \ I \ I I I I I 1 \ \ I 1 \ I 1 \ / \ \ _ / \ \ v 1 \ \ \ \ _ 49- _ / I \ \ 111~`�� lll(III l 1 I I O wcWd�n�i III I 1 co I r \ 1 \ ---- I r I \ I // � I \ \ RECORDS FOR AN EASEMENT q II \Q I\� I \ \ _ \ _ I I I _ \ I I 111I 11 //I �� 1 \ \ \ - I I I I / // / RCP I , �, w N cn r� I \ \\ \I 1 CONVEYANCE THAT WAS NOT 1 1j11 rp�0 // / I I I1 I I 1 l \ \ \ \ 1 \ \ + \ _ \ \ - _ / I I \ / /p �/ �-__ 1 ,;,�-''\ o C o cn FOUND BY SEARCHING THE WAKE kk N \ \ \ �` � °� 1 I / 1 w COUNTY REGISTER OF DEEDS. \\ \ rn \ \ L 1 / / / / �� .� I 1 1 I + + \x \\ \� 9�. I I 1 l I cn`I 9 I 4 \ _ _ I �Il IIII I I 11 1 1 \\ \g II 39 \ \ \ `\ -4 -- // / �� 1 v X I I 1 1 I I I I ► \ �� \\ I / / / / I EXIST/NG DROP /NLET , / / / / �I = ? J � rn I 1 I I I II II I 1 \ \\ g3 I l� �\ / _ / / „ a v¢ / ( GRATE = 451.5' / I► I I III I I I l 1 1 I �\ 3 / l �, \ --- 4 / / / / / u_ I 2LL l I 1 I l l 1 1 l III I l, l I 1► 1 I I 1 1, 1 I I I\• \c2 \\\\ 1\11\ � lNV IN (E) = 449.2' / / -j z o O - \ INV IN - 449.3' O o Ln n I I I I I III 1 ► I�/.\ \\\/ 4� /' /l / I l I \ \ \ / 1 \ / / / / / lNV OUT (W) = 443.E > I I I I I I I I I I 1 l 1 I I 1 I EXISTING SEWER MANHOLE II\ \ s �\ //�� //� / / I I 1 \ \ \ \ \ \ \ \ 4 5 / _I _ - / / / / / , / / a� i /// / i / l I I ? ~ ao I I I I I I I I I III RIM = 397 1' ,\�\ \ '�/ \\ / Ill I ` \ ` I I I I I I I I I I \ , I =; 9 \\ \'�\ \ � \ \ \ \ / / / � r/ �/ / / / /WOODS / / �/� / l �/ l / � / � , O INV IN (S) = 389.8 1\\ w oMy �� / / \ \ \ / / _ _ _ / I / / b / I INV OUT (N) = 389.7' oo \M? +' \ ` _ C _ _ O O/ / Lu Lu A / / / _ / / / // / / �// / / u�i rn �. O \ \ \ \ \ \ / / as / / / / I DATE t \ �\ _ \ \\ \\\ \\ \ \ 37_// 21 JAN2022 \ \ \ \ \ \ x1a,\c� I I \ \ \ \ \ EXISTING SEWER LINE RUNS "' I/- I ` \ \ \ \ \ \ \\\ \ \ \ �\�\'oy� � \ \\ / / I / // �/ ////l Ill l WA \ \ \ \ \ \ \ \ THROUGH BOX CULVERT 1 "� 3 / _ ` - - _ _ • \ \ \ \ \ \ \ � \ \ � ` Illl\ a ' - _9�\ \02 R� \ \ \ � DESIGNED BY -- _� � sr, \ \ /'c DEMOLISH EXISTING FENCE / / / ( 113y 39 �� ` ` \ \'S o �z ��� 401-:400, TREE CLEARING IN I J I / h' / O h W / TBM-BENCHTIE IN 12"P/NE ` \ \ ��� ` \ ` R/W ALLOWED BY 1 p _ / / / / / M / ( Q O Z ( FS \ \ \\ \ - - _ -gpp� _ NAVD '88 ELEV. = 398.91' '� _�� ` '�� \ NCDOT 1 \ \ EXISTING CONC. HE �- -� - ��, - \ `n V l I \ \ \ \ _ _ _ _ - - - - - - -404- _ \ \ \ \` 7� 6BOXCULVERT - - - - --- 06 ------ ��\`\gyp\ �� 45 "\ R^ Il / / / I /(/a ( VI ( • FS \ \ \ TOP OF HEAD WALL = 399.1 ' _ _ 410_ EXISTING 6 BOX CUL VERT _4054 - - \ - - 44 - - _ _ _ / l ► O \ \ \ 07 INVERT OUT = 390.8' ��_ _ _- _ _ _ - 408- - - - - - - - = c\\ \ \ \ 4 \ \ \ / / I / IIf/ ( 1 I I 1 ( v I 1 • SCALE \ _ 410411 --/\���� \ \ \` \ A \ 1 \ / 7c \ \ I / / J I �/ 1 / I /l I / I I I O h O' NTS \ '- �-------412 - _-_-r/N �`: ��\ \� !Q \ \ \ �J B \ 2' ( I ���� \ • _ _ _ _ - _ _ _ _ -_T = _ _ __ _ _- __ = 413414 - - = GR/per ` - - - ---_--_ -_-_3 - -__--=4�5- - - _----- - 416 -- ch --------_-_� -418CD --� I ' ' / I / I I I I I + \ ~ TBM- TOP OF BOLT \ I-_1 LU z NAVD'88ELEV.=448.58' ` w Q Q - - _FA PR�,�€C-T�ST�=3009F1� _ _ - _ _ 1 R/W ALLOWED BY _ / 14 r / \ \ /. � \ \ �( /1 Y� �� \� J U J L- �/f / \JEX/STINiS 7O' PROGRESS \ ` _ - _ _ _ _ _ _ _ / r C \ ENERGY TRANSMISSION U \ I I / / / CONS RUCTI \\ \ ` --LINE EASEMENT WAIT I \ \\ \ \ \ / ` � \/\ D.B. �2818, PG. 189 \ \ � \ \ � z o \ \-l\ O / cy (VAR/ NCDOT\R/W o , J \ \ - � I\ O /------- - - - - -- - - - - -- - -_- B"E161.57' --- ^ Q C -------- ---_ _ - - - - -- - -- - - - - -- -_ _ _ _ - 14503'(T/E) Ln Q z w EXISTING CONDITIONS LEGEND CURVEEtADIU )ARC L NGTH CHORD LENGTH CHORD ARING DELTA NGLE\ C1 522/.13' 438.82' / 438.78' / S 7 °19'29",E" 2°38'26'\C2 522.13' / 45.86' / 45.86' , S 74°52'0" E 0°16'3Y TEMPORARY BENCHMARK EXISTING GUARD RAIL POWER POLE - - -SAN- - - EXISTING UNDERGROUND SANITARY SEWER LINE SIGN EXISTING RIGHT-OF-WAY CONTROL POINT (REBAR & CAP) P/L PROPERTY LINE (NOT SURVEYED) Q EXISTING IRON PIPE, STAKE, REBAR OHP OVERHEAD ELECTRIC/POWER + SPOT ELEVATION T UNDERGROUND TELEPHONE _x_ EXISTING FENCE • COMPUTED POINT (NO POINT SET) - - -G- - - EXISTING UNDERGROUND NATURAL GAS LINE 0• EXISTING NAIL NEAR FENCE CORNER - - -UGP - - EXISTING UNDERGROUND ELECTRIC LINE Q EXISTING SANITARY SEWER MANHOLE - - - Uoarv- - - EXISTING UNDERGROUND CA TV ❑ EXISTING CONCRETE RWMONUMENT - UFO- EXISTING UNDERGROUND TV FIBER OPTIC LINE TO EXISTING TELEPHONE MANHOLE - - - w- - - EXISTING UNDERGROUND WATER LINE o❑ EXISTING U/G VAULT EXISTING WOOD LINE 8 EXISTING CA TV PEDESTAL ® EXISTING WATER VALVE v EXISTING U/G GAS VALVE A0 EXISTING BOLLARD KEY NOTES A REMOVE EXISTING TREES B BRUSH/SPARSE TREE CLEARING C REMOVE R/W FENCE DEMOLITION NOTES 1. ALL EXISTING STRUCTURES AND UTILITIES SHALL BE REMOVED AS NEEDED TO ALLOW NEW CONSTRUCTION. IN GENERAL, FEATURES INDICATED IN BOLD ON THIS PLAN SHALL BE REMOVED. UNDERGROUND ELECTRICAL LINES MAY BE ABANDONED IN PLACE OUTSIDE OF NEW BUILDING LIMITS. COORDINATE PROPER ABANDONMENT WITH UTILITY COMPANY. 2. ANY EXISTING PAVEMENT, ETC. THAT MUST BE REMOVED TO ALLOW NEW CONSTRUCTION SHALL BE REMOVED AND REPAIRED PER THE SPECIFICATIONS AND DETAILS OR TO MATCH PRE -CONSTRUCTION CONDITIONS (WHETHER OR NOT SHOWN ON THE DRAWINGS TO BE REMOVED). 3. ALL UTILITIES OR STRUCTURES NOT INDICATED FOR REMOVAL OR MODIFICATION ARE TO REMAIN AND BE PROTECTED FROM DAMAGE. 4. ALL WASTE MATERIAL GENERATED FROM DEMOLITION ACTIVITIES SHALL BE DISPOSED OF OFF -SITE IN ACCORDANCE WITH ALL APPLICABLE RULES AND REGULATIONS AND RECYCLED TO THE GREATEST EXTENT POSSIBLE. 5. THESE PLANS DO NOT ASSUME ANY LIABILITY FOR ANY EXISTING INFORMATION BOTH SHOWN AND NOT SHOWN ON THE SURVEY AND ANY CHANGES TO THE EXISTING CONDITIONS THAT MAY HAVE OCCURRED AFTER THE SURVEY WAS ISSUED. CONTRACTOR SHALL VERIFY ALL EXISTING SITE CONDITIONS PRIOR TO CONSTRUCTION. 6. INSTALL SAFETY FENCE PRIOR TO BEGINNING OF CONSTRUCTION PER SPECIFICATIONS AND DRAWINGS. ALL CONTRACTORS SHALL VISIT THE SITE AND OBSERVE EXISTING CONDITIONS PRIOR TO BIDDING. 7. PRIOR TO DEMOLISHING EXISTING STRUCTURES, MAKE AN INSPECTION FOR ANY HAZARDOUS MATERIALS. CONTACT ENGINEER IMMEDIATELY IF ANY HAZARDOUS MATERIALS ARE DISCOVERED. ALL WORK TO BE PERFORMED IN ACCORDANCE WITH APPLICABLE FEDERAL, STATE AND LOCAL REGULATIONS. 8. VERIFY ALL ILLUSTRATED KNOWN UNDERGROUND ELEMENTS. EXERCISE REASONABLE EFFORTS TO PROTECT ANY UNKNOWN UNDERGROUND ELEMENTS. NOTIFY THE ENGINEER IMMEDIATELY IF UNKNOWN ELEMENTS ARE DISCOVERED THAT WOULD NECESSITATE MODIFICATION TO THE PROPOSED DESIGN. 9. PROTECT ALL ADJACENT PROPERTIES, THE GENERAL PUBLIC AND ALL OF THE OWNER'S FACILITIES. SHOULD DAMAGES OCCUR, REPAIR IMMEDIATELY AS DIRECTED BY THE ENGINEER. 10. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH APPLICABLE LOCAL, STATE AND OSHA REGULATIONS. 11. ALL EXISTING VAULTS, MANHOLES, STORM DRAIN STRUCTURES, CLEANOUTS, ETC. SHALL BE ADJUSTED AS NEEDED TO MATCH FINISH GRADE. 12. ALL CONSTRUCTION SHALL BE IN STRICT ACCORDANCE WITH NC STATE CONSTRUCTION STANDARDS, SPECIFICATIONS, AND DETAILS. 13. DEMOLITION AND PATCHING OF PAVEMENT AND OTHER EXISTING PAVED SURFACES IN ADDITION TO THAT INDICATED ON THIS PLAN SHALL BE PERFORMED AS REQUIRED TO CONSTRUCT AND INSTALL NEW UTILITIES. ALL SUCH DEMOLITION AND PATCHING SHALL BE INCLUDED IN THE BASE BID SCOPE OF WORK. co 00 0 Q z SCALE 1 "=50' 0 50' 100, U < U W O C� F- V/ z w U7 z J o z Lu u Q (D J z Lu J C) a0az z � J O 0 Q N U uz�z oz>V) Q (1) O w Q V) U� J O o M O z � JOB NO. 42866 SHEET NO. C1.0 o CL -v O (1) Cr W� v a� v) �z O o :2 c I- L_