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HomeMy WebLinkAboutSW3230802_Plansheet - Grading/Drainage Plan_20240530 \\ \\ A \ \ A 1 �� �� / ✓ HELENCARNOR-CORNETT \ Y / Q 0o ° o PIN•56517188810000 \ l \ I 0 co CABARRUS COUNTYZON/NG CR �0e / / ; A �� \ ✓, o , , fA L0rl- 69, co - - 1� I v /� ���0 L o \ \ V �9 U � \ \ \ \ \ _ � C690 cn � I / ��� LnC-) \ - \ o , / 9 o w h� to p \ \ \ x i - • 686 \ \ \ \ w I 1 d O N % 0 'L / \ , � � ,Q o \ • �HP:684.14 \ \ \ \� - - - L \ I / a �f b/ Q i 7;0 Ln l \ / \ \ I \ g \ /� e °9 `•� \\ \ o-� I / Cy�li o Z c U 0000 PAD EL. A8s5.09 ° - \ \ \ \\\ v \ \ / Lo Lj OL z Q84.00 6 PAD EL. OFF-SITE SEWER LOCATION DARRfNW W/B\uRN 685.12 \j Uo PIN:56517017340001 � ao 11994 PG189B A - A Oy / V V A V - �/ (a CABARRU.S'WOWYZON/NG CR s83.8p o w / - I d J �9 E 0 L \ \ V A V 681sa rw / v V / l Q U \ � � `O CHARLESCSLOOP,7R / ��, 2 \ \ \ - 681.57 BW � �, \ � oc °1• N N � \ \ \ \ PlN•56518114950000 ey DR-1862,,PG'199 CR C4BARRUSCOONTYZONING \ p g0 PAD EL. 6g3.80 \ 3.19 A 687.88- \ V - Possib/e ouei/ap :6soss Tw \ 683.80 ROGER AD lf-SMITt� C \ v 680.20 BW 9° o°A V A 688.25 ti, z R ♦♦♦ A i \ 6j 573Sq At r Hp.s 0�j1 \ PAD EL, \ J I P/N'56518017770D00 ♦ o0000 / d' i v 81.82 _-\ `�\ >\ /- ) \ \� 611c.�9 �_7�8 l ssol �� • v � - ' / I A4-YD y7 DB_IDD3EPG.01_81 a°°683.79 - O aa woop 80 680.48 CABARRUSCUN_YZON/N6_a °c � 688.47�O 679.03 BW o - a'AMERICAN °aLOCATION MAP a aENGINEERING 687.76YD a ASSOCIATES a°680.84 TW A3- Da6 N.T.S.680.85 BW (2-VENT HOLE LID MH) 094 SOUTHEAST ° v === I\ A V\\ A V\ � A V\�A\v V\�0\�\- - -� �1`Q�611 9A\ e�'`'Q • � 671.85 k bur HP'673,41 M<o s l 1 A1 �•�� � \ \676.9166W7 8.83 678.77 �\• �•� oM00 \ \A 5-YD I 20' \ HP:6•8 3.OS V• HP:683.64 }I Q�Oa��-,� - - ®✓���i/°♦®t®/O-9F131$19A$8/ o� a�♦ �♦;ao oo°4 6 q�®oa°000000 LP:682.3 °F HDPE -692- 0-YD 6 o-F/Rs_r r/TET6O, ♦♦♦.� AD EL. PVT. c 676.33 0 \ 682.49 682.51 = 684.05 684.05\ N 684.96 684.98 683, ` ��, tt tt \ \ I\ p `� o SDE q n I 1P: 31 D1-OTCB D 90 - \- s ^ m 673.64J AD EL. to N e eF °D oo A ui 8 \ V � � A / \\ V s�673.24 p � � � i•� 1 � � PAD EL. PAD EL. 1 684.05 a sl PAD EL. PAD EL. _ � \ - ,� • 682.52 I � I 6$4.98 PAD EL. \ � � M N r 1 I � � - - � � EAL � - \ 0 677.40 A8-DCD I a I \ I I 91 I - / Q \ o ^ ^ - �ca \ ,r 670.28 ! A9-CB - 6sa.os 684.05 684.97 = 685.12 M� - e I eI e e / 33046 ; O \ 1 �� ` o 00 0 682.49 682.52 684.98 e ti o PAD EL. oeo H 8 = ,, ' 18 �P I M\ 685.33 I `o / - / ✓ 1 R L,HSTff/fN HAMBf95 PAD EL. - VJ6 lD M \ /rj M V1 M \ '� 0�1 H I wi m �i _ ` r < l:565180 467000D I PAD EL. 1 I: � / PB:11, G43 �e�d � `.,G�NE,.'y ♦�♦♦ 671.2 A11-CB tb o o \°a ^^ N e ,\ e I 686.27 '0 1iUtuuer.R.a V / \ \\\ �\ � \ • � \ Q9 \ ° ARNOL AY 181R�P - - \ A2CBo - - -� a D3-CB / i68 \ A14-C13 ss 671.58 ss 136E ss s ss -ass 15"RCP ^' e / A13-YD c F,,, 12 670.06 - - 674.04 677.37 HP:682.46 Al2 \ \ \ \ \ \ m • 662g6 8�� 671.36 1S• \ - - \ 681.23 CD 0 •► 68 o 683. I \ �6 66gh5 \ Cj0 669.47 OF � - - ►i• \ _ 1 -� � �i �, - •�-� ` � � � � \ \ 61 \ ♦ - - - 682.93 • o 683.66 S4- -1 \\w 682.88 661A1 � \� \ \\ PAD EL g6/o \ � �' 61ti2 m � I n • \ \ � HP:682.03 \ l � �660 � � �� �• l �6g59 v � 6�05�` � � � I l � DEL. I \ V A V A\ 613 30 \ \ \ PAg EC s7zao 62.95 • - . • I - - 4 \b72.24 tin 68i.08 I - - 68Zss z3 - - • y11 o PAD EL. N ssl. 6 \�\� A \��\ i \ 6yA•� \ i��' o a y1ti PLN5651E801�C�0,00_ 610gI - 3�6b \ b tiA \ ; 1 4 681.58 681.08 - 67 1 / OB,4687, 5 - 1 s.go HP, 5.48% PAD EL. 1 I 1 cABARRUs,'ou0rzONiNG-cR \ \ S� i 6� \ 5 16a°�0 y69 ai - • V • 680.32 - 680.10 679.60 682.23 • 1 I O �(I Z �- � \ 661' � � • � 6'j15•L \ � 66899 63045 � 6306'I \ \ 680.32 ° 682.23 � 1 � i' "I\ PAD EL. �o A 1 elsss - - - es1.o3 c e p > I \ 1 \ 5� LLJ 67152 ti 36 6, • PAD EL. 042° \ : I 6$ PAD E•L \ 678.77 680.32 5.74� HP:678.99 67s I I v Fall. P 66938 \ 0• 670.67 6106� /\ I 680.32 W 678 \ � � � \ / q,l►3°�° \ ,� 6� 653A � ` � ' - 674.72 \ PAD EL. e I � I � � \�\� � � \ � � 6 A \ P 66654 � a• / I •� 675.44 �675.22 679.70 1 I � ,'�: : : - - i 66 p9 \ 015-44 s79. • - - - � �4,6 673.5g R/DENHOURROAD25' • \ 669.60 669y0 666�6 / I \ PAD EL. 10.4 - - �\ � \ .�A o% / \ \ • �I \ - &Z6 1 � I � - --- -- -- - (NarcaNsTRbc�O) - - - - - - - - - - I 6 \ I r \ byy. 675.44 - - - f - - - n 60 / _PA,D EL. 4 - • 72 5.7Q� HP;674.09 � � 1 6• 6• 666.76 \63,G, � \ gR NQ'•66 ° - s74.31 2.58 I *�� �� \ ` \ ` 66S' A3�° 00\42° 1 1 3 Days Before Digging IhARTHAM - gf�NS\ \ �\ \ 4• ss669.87 � Vf(vs6s17�1aODoo \ � O i g6 �° g63• � a, I- 6 _ D b • � ^ W� I � - -_ North Carolina 811 D:11076,PG 309�. V � 666' i 1 69.37 A20-CB \ tc �. / 676- 811 or 1-800-632-4949 5g A PAD EL. 1 Remote Ticket Ent B64,PG 7 �� 670, � ✓ � n' i LEGEND CABARRUS�COUNTY2 NG.G�\ Al8-CB Qa Ri fi7p \ 674.31 % , z \ \ I http://ne811.org/remoteticketentry.htm \ \ v \ � �-� A �AD EL. A17-CB �p i a• \ � o m � sl 6 '0 � 67 1 674. � �. . . '/ 1 � � \ ( \\ \ \ 666.96 \ "K4'' 43 66 GS 6 I I I�, o a 4.3 31 u y , 1 SIDEWALKS \\ \ \ 666g6 15 663 p I PAD EL. 1 ,16° �, TAYLORKASTNE, --� STIPULATION FOR REUSE y \ \\ \ \ ` 6360 3 \ PAD EL. \ I , -�81 - 668.g1 - - \ ; h ' PIN,-56519031050000 \\ \• 96 0 ^,, 6 67 81 _ - \ 6.1�?. OB 1s091,PG 181 THIS DRAWING WAS PREPARED FOR USE OPEN SPACE ` \\ \ \ ` \ \ yy6 `^ A3 6U.48 ) 4a 20' A25-DI o•s1 - - - 1 e I I CABARRuscOUNTVZONinGCR ON THE SPECIFIC SITE, NAMED HEREON, \\\\ \ \ \ R n s \ MI. HP \ 6� CONTEMPORANEOUSLY WITH ITS ISSUE S \ s �8- - - 6.46% s6s_37 I II / \ DATE AS LISTED, HEREON, AND IT IS NOT DI DROP INLET \\ \ \. \ NQ 66R10 \ \ 6644 66069 E • - HP;667.56 \ 669.5g - sss.17 1 / / L SUITABLE FOR USE ON A DIFFERENT CB CATCH BASINV�\ \� 86 g19 - - - - 666.26 68 \ 669.59 - - 1 �/ � \ \ � � 662• � 6� se6.ao PROJECT SITE OR AT A LATER TIME. \\ ` A16-YD fie' o - I • �,�/ I USE OF THIS DRAWING FOR REFERENCE OR RCP REINFORCED CONCRETE PIPE PAD EL. I^O I EXAMPLE ON ANOTHER PROJECT REQUIRES \ \ I \ r \ (, - 667.87 667.87 7.29% \I A21-CBI \ 669.59 - THE SERVICES OF PROPERLY LICENSED FES FLARED END SECTION \ 1 `'Q`x '- A19-DI �I I �' - `� �' , ARCHITECTS AND ENGINEERS. REPRODUCTION 661.25 A -CB / \ / - " s69,59 / _ SSWE SANITARY SEWER EASEMENT \\ ` \ �! , v PAD ELF - 9.53'� \ 669 • °O I / 6jz - \ OF THIS DRAWING FOR REUSE ON 667.87 \ -� ss 20 �/ , /r:z \ ANOTHER PROJECT IS NOT AUTHORIZED SIDE STORM DRAIN EASEMENT ` \\ .1 A, I - A22-CB 8' CP 15„ VT. \ AND MAY BE CONTRARY TO THE LAW. 1 � A P 661.91 CP D4-CB 1 / V� EX.CATCH BASIN&PIPE \\ \ ( \ 662.90 - 667.87 667.87 - - - SDE I yy - - EX.STORM DRAIN&PIPE PROPERTY LINE \ �\ 28-FES ��\ 661.32 A23-CB ° `° A22A-CB \ \ Q E1-CS ADJACENT PROPERTY LINE 1 \ ' 6 S �� 663.30 \ �.A� A TORM A27-DCB� s 661.73 8' - V 66s.6s \ RNOLD ^ / �'' - - - - - - SETBACK LINE I �4�0'� � ,� 5 'PUBLIC R� e / LAu 6BaNP�oP LLCP EASEM s PIN.5650B919160000 ss ss EX.GRAVITY SEWER - E2-FES s 67 670.80 �� I C4BAR COUNTYZON/ R�� UT UT UT EX.UNDERGROUND TELEPHONE LINE �1. \ oe - O80 �e; OP E-i A24-CB G G EX.GAS LINE O� f � .y'/ 663.79 \cn\ \ n m iO m I a E ou ou ou EX.OVERHEAD UTILITIES I \ �� \ �' \ - e663.79 `en ^ "' `^ °' c °p 670.38 • y I a oe oeOP oe EX.OVERHEAD ELECTRIC ` \\ \ �?� \ 664.92 a 668.99 668.99 \ 663.45 663.79 663.79 ,^„ 664.92 www EX.WATER LINE 2� Muin 671.33 x x x EX.FENCE C6 I 671.33 \ n� I Iti' v 1 x \ w V 1 �"� � G� C5-FES PAO EL. I I � --•�--- PR.SWALE 6 .07\ �?� a / v h PAD EL. o PA EL. `n / PAD EI/. •�- a _ O 663.79 66�4.92 668.�9 PAD 671.33 663.43 \ 663.79 663.79 664.92 664.92 668.99 668.99 1 STEM3 d \ `1 \ �� � ✓ 663.79 I SSE I \ I� I \ 671.33 � c N . : . . . , � �p / \� ♦ C3-DI 663.08 - - - - - ;''II ��7 O C2-DI I P:661.87 - 88 C4-DI "'/�✓�j - J HP:662.05PE EXISTING WETLAND NOTE EXISTING INTERMITTENT A ����. 12" DP 12 HDPE C1-DI - /� ' `/ 1�-i NORMAL HIGH WATERLINE ` \ 666.02 667.36 (NHWL)1,970 SF D THE SITE CONTAINS AN EXISTING JURISDICTIONAL - (2 VENT HOLE LID MH) �, INTERMITTENT CREEK LOCATED IN THE SOUTHWEST ` D7-FES 6 D6 JB - „6 _ _ _ \ e 1 \V: - - - - - - - - - - JOB NUMBER: C220003 CORNER OF THE SITE. THERE ARE NO OTHER EXISTING _ _ 40'CLASS"C"BUFFER � 6 - BY B M -� - �- \ c 66 6 \ c 662.24 \ _ - - - - - y 1 w s5 ss 55 S b �� 61 - - - - - WETLANDS LOCATED ON SITE. _ - - - - - F DESIGN \ C -- - - w_ m - �fi \- - - - -_- - _ -- - - - - - - III DATE. 6/14/2022 - �� ti Ex Edge ofPavement - 6 SHEET TITLE: � 601PU31ICRIW N I \ E'yAge0fPavem_ent -W--W--W--W--W--IN -N--W-� N WI II \ �W--Wj`--Vy--W--y�--�y�VV -�W--W�-W -W - _ __ _- - - - - - - - - - - - GRADING C - - - - - OE 0E--OE--0E--0E--0 °m --W ` -W -W \ -�a--w -�N_w-w--w--W--W-- - - ` oe - -- - --oE=- -oE--of--oE oE-- - o �/O E--oE- E -_ - - - -- - -=oE--of-=oE > --W--W--W--W--W- - � I I -/- E �oE S E _\� E 0 - - - - - - - - - - - -�°E- I , I/ SAWCUT&MATCH I m o� - o�� \ ( s� ` EX.PAVEMENT I PLAN GRAPHIC SCALE �E-- I Inv 642,18 ` \ N r \ Cv 10 \ \ \ \ A ° � AM PACE \ \ �� II X 6 KfNTBFRER/CHS P/N.56508906610000 r7 50 0 25 50 100 I \ CUNM/NGHAM \ �PIN7�6507 MAN,// �O \ PIW-56507983500000 o I o DAN/EL I LYON � A 5360D00 OB.11034,PG 107 \\ GREENACRESREAL LLC PlN 5650797 SOOOD \ OB,10670,PG.397N I N 5 I DB 8140,P6 18 \ ` 590,PG'177 I C ARRUSCOUNTYZONING CR CABARRUSCOUNTYZON/NG•CR SHEET NO.: U D8:11 I PG 178 \ P/N 56507855370 00 RRUSCOUNTY�QN/NGC/� CABAR SCOUNTYZONIN(i CR C490 IN FEET ) � BARRUS l NTYZON/NG C i II III l DB 8101,PG CABARRUSCOUNTYZON/NG-RL1 inch = 50 ft. 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