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Home My WebLink About20190995 Ver 3_Grading and Drainage 111819 red_20191121Strickland, Bev From: Dan Zurlo <dan@cws-inc.net> Sent: Thursday, November 21, 2019 8:31 AM To: Johnson, Alan Cc: Christine Geist Subject: [External] Re: Preston Development v2 Attachments: Preston Park Grading and Drainage_111819red.pdf • 1 External email. Do not click links or open attachments unless you verify. Send all suspicious email as an attachment to ELort.spam@nc.gov Hi Alan, Please see the attached grading and drainage plans for the site. Again, the project is under 24% imperviousness and therefore not subject to the 401 stormwater review. On Mon, Nov 18, 2019 at 3:19 PM Johnson, Alan <alanJohnsonkncdenr.gov> wrote: OK, It isn't clear which culvert details goes with which impact. Also The stream is about 4 ft wide. The plans show three parallel culverts which would overwiden the channel. I Believe a basic base flow culvert, then the two additional perched on a bench culverts is more practical and feasible in maintaining channel integrity. Also please provide the stormwater layout relative to the project. It appears that SW may discharge into the road culverts. So from what I see, the only change is using a culvert rather than a bottomless culvert. DkVislfln of w atcr RC-%OUrces Alan D Johnson — Senior Environmental Specialist NC Dept. of Environment & Natural Resources (NCDENR) Division of Water Resources - Water Quality Regional Operations 1 610 East Center Ave., Suite 301, Mooresville, NC 28115 Phone: (704) 235-2200 Fax: (704) 663-6040 E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and may be disclosed to third parties unless the content is exempt by statute or other regulation. Daniel Zurlo Project Scientist Carolina Wetland Services, Inc. 550 East Westinghouse Boulevard Charlotte, NC 28273 Cell: 717-460-3466 Office: 704-527-1177 www ewc-ine net 0 U (n a) 2 a 0 M CD I. 0 a 0 a 3 a 0 9 6 0 U I U_ a> a) L 9 0 0 > C9 >. :m u_ a> rn c <n a -O c p U _ V 0 m --- '\ \ � \ KLENBURG OUXY B. 5015, PG. 98 PIN: 205-191- 1 1 lk ° i o� \ �, o ° o / /��y Z' '• - �� \ ( O ) 1\ \ ✓ `� `� O O °11 � _ �' \ fir- ` _ _ �- zl ✓ - - ,( f I J // II \ \ ✓ I �� - _ / \ \ )) l 'TbKEMOMTPROP�RTY1 \ I ) \\ \ , I o ¢ - I I I - - NI(.C�STORSLLC I I ° \ \\ \ \ \ - \ \ _ - - - \ �-o 0 0 0 o I _ ,y - / 1 \ _ I (\� - = Z" r - / 1 _ / ) \ I �� r___ - �� l I °\ \ \ \ \ - ^ 1 - / ((` O 6 °� ) II rr �- � I \ \ 1 J Il%( / \ \ ) L I >� ) __ �'! \ d i J D. 29859, PG. 259 _ \ l �\ \ \ / - - 1 $o' �� ° 1 1 I \ r i, _ �_ � _ _ - ' � ' / �� y l I - � \ \ \ — _ - \ l\� / O✓ o f b ,�'�-' L 1 GODLEY a I \ \ I - - - - - I I ) J _ - 1 ` = ::- - - � I - _c'^ _--_, � _\ - - I '' _ �( C - '�'�% PORTImN OFT C,T 2, l \ O \ \ - i �J ( - \ - \ - c - _ - _t / �!�%%(/ / MB.cS3,PC1 0 I 1 t \�`- �� `� 1``\\!-- ---�� 11.\° ( oa� .'2�PG.892 II `I IO I ( I I I1 ll(_ f-_ `�✓ ,-- ~ �_ \� \ -�( \ ^ ./ �, / j I P/l\�2ID5r071-1 �l\ L- - o I 1 / _ - - - - - 1 f I V 1 1 D.B. 20275, PG. 547 I ( - / - y \ \ //-q 7 1 i- ji `- //i i ) 1 ( R L)ERA58.327ACRES \ , _ r� N \ \ � / - ) i'1 � l� 1 I l I I �I ( ((� 1 1 J / > , - / - o \ \ \ �_ / - --;; / �C ^ \ P/N: 205-094-01 V 1 I 1 I / �. � r / J \ - / - l / �`2`\ _ �, - - I ,��' �-'_� - _ 11 I - JI1)�I/ lr ✓ r r „"' J S \ \ IN -� - % - 1 \ 4 JJ ° ( I \� I K HAR�?l L C \ 0 I I \ - / / - �i % ` \ \ y� _ _ -/ / � o ° ) gP % I �l l I I ` 1 1, / II) 1 \ _ _ / I t \ o ->11 // /i O l 1 \\\\ \ \ ) J / �B. 25830, P 393 0 / � I \ \ \ / / - \ -�s�� \ ° - \ \�\\ r / ✓r LOT WILLIAMGO LEYP OPE, -� I - - - ! __� / r ff,, \ (� \ \ ` ,_ / t \ \ —�- - 1 \ \\ \\ \� - (.�l Q oq �-- \ J 1I - _ l -/ NI I / ) \ \ / \ \ -- ,-� _ \ \ - \ / 1^ \ , I / \ \ \\ / , r ^ M.B. 26/ PG. 6$ i° \ \ ( \ I 1 - i ' I I 1 \ ` \ \ \ I r i - � � / \ , f _ . \\ _ \ / ! , - 1 PIN: 2r95-09W2� . 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COMMON / < I \ \ - ( / / I 1 I Il/ k / r r \\ I I ) - � \ \ \ J - - l / / J J III /Ill \ / \ / r ( / I ' - I - - \ \ / ( / 1Nlf_ \-� / ( �� /! -- \� \ , / �I(q EN SPACE /LOTH / l \ (� \L�\/ - / J , J 1 ,fN -- / / 1 / ^ \ \ l r �rl 11'' 1 / I / - \ - \ ^ \ - ( I ! \ / ( I % • TFtrUP TEES OF SOL i!� �� ll i 1 \ \ - / , / r l i0i / 1 - I I / ` / - - ^ / \ \ \ / ( O - ( 1) \ 1 / \ \ \ - J - _ 11 / I ) \ - - - - ) � - - - _ - LOT ON RE AT1Old•OFJEHOVAH'S II �lI / / 1 \ \ ��) / / ! / / / / )// / / ( \ / r //� IJ1r1 f )I(II 1 )S� / - / r` - ' / 1 / l - r I �( �.._.._.. __ tr .r// \ \\\\O - 1 r \ l \ (\ I J'\ � _ r' - 1 ) � / ( I _ r-// .�/ (1�i1 , ��, J (l / II 1 \ - - - - - ! - \ - _ - o \ ! / _ - \ \ \ - ,� j- 1 / — � �J \ \ I - / � s' `/ I % \ ( / / - ( (^ \ g�(F 1 _ 5�9 1( I % I�, (( / ►(() 1 \ \ - - - - \ - - - t _ /- - \ - _ _) - / I - \, i < 1 LOT 6, j ` \�- '\ \ \ \ \ J � - > J' \- \ \ \ \ > / \ - ( I l `� 6 E - ^ 'J 1 I / )1 ' I i l r t \\\\ O ^ \ _ - - - \ _ - _ - _ /i \\ ( It `� , / ) It\\ / J, / (/ /- \ / " \ C / � I w �� - �!f �l 1(r JII I l - \\� - - - ^ \ / - - - - r - - - - - r ' - - - l % J / 1\ r / �\ / J I r 1 �\ \ r 1 ti ��) V/ J�-/ I J /o rl(" )�( 1I �//-1I\111= - \`^ /- 1 -\` // /! S ' \ \ ` r \ L T 66 S ■ / I L /i \ n - / - / Q S� \ / C, �� c - - \)f I cj l( J / F°'� \r 111 I( ) * \ / ,_ ( ram- / �/ / 1 f JI / (i _ _ - _ / _ / . LOT 67 \\ ( /�`�', \� 1 / \ f 1 \ - ( II1 I Ll / / / �\\1� I \ Irl' ` It` \ \\ 1 �I f \ - - / ^r `- -._= rJ 1 ' "1 --- I X y / / \ � 1 / V 1 \ - II I t >> � ( a.,`/ r ' � ^'1 / f \ l - _ .- - N -t o J _ _ _ r I \ \ / \ \ - 0' - I I III J rj/ / / l / - , / \ / / \ \ ( / ` " \• \ _ r r \ /r / B LOT E / \\ 1 � _ I J ✓` (U 1 I/ f - �- \ 11 I J I /A/ I - _ - // ^� I l \ ✓ r - - ) } / -) \ - - - _ - _ -, - , r �^ ' 4p 1. CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTING 1 \\ / J Q j �, \ _ / / \ ^ \ ( III / ()) / ) i / / \ / - / /// ��^7� J / _ / ! ( / - - ! - _� / \ ) / / G J p r APPROPRIATE PARTIES AND ASSURING THAT EXISTING UTILITIES / - ✓ ( - II J I / ® / \ / ( v �o / \ \�\ / ^ ARE LOCATED PRIOR TO CONSTRUCTION. \ �� / ` L -. r J / I / - -N Q I /�\ t S // ///(/ // �) / / % /� / _ _ _ '1- / ` �/ // r / t\) / )\ ` \ I ,, \ \ \ \\\' I t I T I �- `�/S)/ r //)I `/ I`(off\\Ivj )11I I/ - l - - /- / -' - c - - / /( / �",-�\ - ` r\ _ ) \�� \ I / /I\ \_ _ �/ 2. CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADES USING \ ( - A (� \�Al�r�4a/�� l ��J� ( r \ 1 \CJ \ / ) (Vl�� ( 1( �< / / / - J ' /I / ! v' j - ' - ' / r r ) I J \ fJ \ r I r J / - / \ \\\ T / /- - I I p 1 \ \ r FLAG MEN, ETC. AS NECESSARY TO INSURE SAFETY TO THE \ \ \\ / J�(! _ , _ =- Jf \ ) I 1 - =�f / ! r //// /c / ` -- , �" - / / `\C \% \ - - \ ^ - \ \ t / - 1/ /ia \ I I I r j ^� C / PUBLIC. / \ — \ \� .1 / r --��. = 1 //_- r r \y( J p J / i 1 - _ / ( \ r� l __ ^ C t /Q/ I ( \IU a ' /1/ c // // i \ - ( r / - - ��, \ �\ l /~ \ _ - `� \ / ( \ ` � \\L- _ \ \ 1 J / 1 i _ -i / / - � / /, ( _ .- _ / r ✓ \ � _ J_ / \11 O J \ l LOT,21 3. ALL PAVEMENT CUTS, CONCRETE OR ASPHALT, ARE TO BE \ \\\\ �(/ / \\ - _ - _ \` \ n \ It rr , ti- ( �S^ _ - ,r / - - ! I (_ _ J TTrliC�r ` l I ` /� DEPARTMENT OF TRANSPORTATION AND TOWN OF PINEVILLE NA _ t\ _ , / �, / - _ r \�. / I I \ - L ! / `- '� \ )` _ ._,,, ) j / J J I ( ,1 l T ` I REPLACED ACCORDING TO STANDARDS OF THE NORTH CAROLI J 1 \ _ - - - - - _ \ \��\ \\ / r f`(�"�\� - ��= - j / /, r'' _ - i /1 �- �� - J i \ u L - \ \ /- % - J ` / l\ // 1 ` - / DEPART U -� J \ - - - - _ - 11(J / I \ _1 �! - _ - // JJJiii _ - r - / \ — 1 � ) ✓ - - ✓ � \ - I / � " I UTILITIES SPECIFICATIONS. \ : %�✓i, l ` - / _ - i - - _ _ - J r ii i ( r jib / ( r - \ \ \ �/ 1 , \ \ { r 1 I_��--�/ 1 / J ` 1 I I // -"' > - - \ J)) { 1 / ~.� ,� / �i ` %,/£�' j f % (�� -" / I J \ - I t - _ `- �- _ I / - ( \ \ \ \ / / 4. SHORING WILL BE ACCORDING TO OSHA TRENCHING STANDARDS \ - -' ,- _ .� - _ _ c -' - - / / %1 - \ / / - / \ -' � - � -. .� - , Q t~' f 1 r / PART 1926 SUBPART P, OR AS AMENDED. C) N O 00u N ,� U C z O E Qi w = o ~ m 3: Q 1L1 U 3: C) U —%.0 Ui 11� C�1 11_LL 0 N `° C) ,I'? w M I- (- a r- 5 a W tLI W Qa-X Q w o00 o U 0 CD v] Imo- Imo_ I�- a) G O Z) � Z3 F --- ui 0 0 0 66 -i° w Q Q Q m cl�Q Q w Q o [ I O �O l Q_ l J 2 O a 0 ':�� J 1 W to W J ,M-i o-" w m Of 0) 0)0) LL In z "I ", ", w z w w N N N :: Q '-'mw L-i "D00 o 0�Z O o'- G rL DATE 0 LL < 1211912018 U DRAWN BY A. DALE L0 ck� DESIGNED BY • O • F3 1. HORTON o' • O CHECKED BY • 0 C. TODD > • • w SCALE • U AS SHOWN a • z O • • O am Ln l0 U J 1% Q z�z°� w Q (n a < 0 w z =a J p J a 0z0- z w 1--I J J C) ; z I --I oC w zC) Q �0. a < U ce O JOB NO. 41946 SHEET NO. C-400 6 c a; > .0 0 c a) > (1) 0 YN m s m u) 0 a Q > c m 0 a m w (3) a 0 c m 0 a c m r m Q 0 a? O 3 c m(L 50 a� 26 °Z a' O a� cg c� cc `0 0 a C C m m to a o c w :? C7 3 Zy O m 2 a g x H , y 0 r D 0 Qw ° 3 a 0a 7 y U O O w 2 EN m U c w ) ` aao E a c 0 m om 2 a m a 0 Q y C 0.2 m U -0 c com c c O c (0 ° Qo 0 m t- � E L GRADING NOTES: 1. ON -SITE BURIAL PITS REQUIRE A PERMIT. 2. ANY GRADING BEYOND THE DENUDED LIMITS INDICATED ON THE CONSTRUCTION DOCUMENTS IS A VIOLATION AND IS SUBJECT TO A FINE. 3. GRADING MORE THAN ONE ACRE WITHOUT AN APPROVED EROSION CONTROL PLAN IS A VIOLATION AND IS SUBJECT TO A FINE. 4. ALL FINAL CURB AND STREET GRADES AT INTERSECTIONS SHALL BE COORDINATED WITH INSPECTOR. 5. APPROVAL OF THIS PLAN IS NOT AN AUTHORIZATION TO GRADE ON ADJACENT PROPERTIES. WHEN FIELD CONDITIONS WARRANT OFF -SITE GRADING, PERMISSION MUST BE OBTAINED FROM THE AFFECTED PROPERTY OWNER(S). 6. IN ORDER TO ENSURE PROPER DRAINAGE, CONTRACTOR SHALL MAINTAIN A MINIMUM OF 0.5% SLOPE ON THE CURB. 7. SUBSURFACE DRAINAGE FACILITIES MAY BE REQUIRED IN THE STREET RIGHT-OF-WAY IF DEEMED NECESSARY BY THE INSPECTOR. 8. THE CONTRACTOR SHALL MAINTAIN EACH STREAM, CREEK, OR BACKWASH CHANNEL IN AN UNOBSTRUCTED CONDITION AND SHALL REMOVE FROM THESE AREAS ALL DEBRIS, LOGS, TIMBER, TRASH, JUNK AND OTHER ACCUMULATIONS. 9. ANY CONSTRUCTION OR USE WITHIN THE AREAS DELINEATED AS FLOODWAY DISTRICT FRINGE BOUNDARY LINE OR FLOODWAY DISTRICT ENCROACHMENT BOUNDARY LINE IS SUBJECT TO THE RESTRICTIONS IMPOSED BY FLOODWAY REGULATIONS. 10. MECKLENBURG COUNTY HAS NOT REVIEWED AND DOES NOT ASSUME RESPONSIBILITY FOR THE STRUCTURAL STABILITY OF ANY EXISTING OR PROPOSED RETAINING WALLS ON THE SITE. 11. NON-STANDARD ITEMS (IE: PAVERS, IRRIGATION SYSTEMS, ETC.) IN THE RIGHT-OF-WAY REQUIRE A LOCAL OR STATE ENCROACHMENT AGREEMENT PRIOR TO INSTALLATION. 12. ALL TOWN OF PINEVILLE STANDARD DRAWING NUMBERS REFER TO THE TOWN OF PINEVILLE LAND DEVELOPMENT STANDARDS MANUAL. 13. ALL SIDEWALKS SHALL SLOPE TOWARD ROAD AT 2.0% MAXIMUM. 14. CONTRACTOR SHALL CONTACT INSPECTOR 48 HOURS BEFORE CONSTRUCTION 15. FOR SLOPE CONSTRUCTION 3:1 AND STEEPER THE CONTRACTOR SHALL COORDINATE WITH A GEOTECHNICAL ENGINEER ON THE SUITABILITY OF SOILS PLANNED FOR THESE SLOPES AND FOLLOW RECOMMENDATIONS SET FORTH BY THE GEOTECHNICAL ENGINEER FOR SLOPE CONSTRUCTION. ALL SLOPES SHOULD BE TRACKED TOP TO BOTTOM AND STABILIZED WITH NORTH AMERICAN GREEN S150, OR APPROVED OTHER, STAKED TO MANUFACTURER'S RECOMMENDATIONS. TOP SOIL PLACEMENT ON SLOPES SHALL BE INSTALLED IN A BENCHED PATTERN. STORM STRUCTURE TABLE STRUCTURE # TOP STRUCTURE HEIGHT DESCRIPTION Al 553.96 NCDOT 840.02 CONCRETE CATCH BASIN A3 553.49 7.51' NCDOT 840.02 DOUBLE CONCRETE CATCH BASIN A5 554.06 6.68' NCDOT 840.02 CONCRETE CATCH BASIN A7 553.48 5.58' NCDOT 840.02 DOUBLE CONCRETE CATCH BASIN A9 553.48 5.03' NCDOT 840.02 DOUBLE CONCRETE CATCH BASIN All 554.32 4.92' NCDOT 840.02 DOUBLE CONCRETE CATCH BASIN A13 553.50 7.07' NCDOT 840.02 DOUBLE CONCRETE CATCH BASIN STORM STRUCTURE TABLE STRUCTURE # TOP STRUCTURE HEIGHT DESCRIPTION B1 542.63 NCDOT ES-1 for 30 inch Pipe B3** 544.38 4.86' NCDOT 840.02 CONCRETE CATCH BASIN B5** 544.19 4.57' NCDOT 840.02 CONCRETE CATCH BASIN B7** 546.84 6.30' NCDOT 840.52 PRECAST MANHOLE B9** 547.19 5.81' NCDOT 840.02 CONCRETE CATCH BASIN Bl l** 546.63 4.89' NCDOT 840.02 DOUBLE CONCRETE CATCH BASIN B13** 547.73 5.43' NCDOT 840.02 CONCRETE CATCH BASIN B15** 548.79 6.00' NCDOT 840.02 CONCRETE CATCH BASIN B17** 549.88 6.08' NCDOT 840.02 CONCRETE CATCH BASIN B19** 551.44 6.92' NCDOT 840.02 CONCRETE CATCH BASIN B21** 552.74 7.76' NCDOT 840.02 CONCRETE CATCH BASIN B23** 554.62 9.03' NCDOT 840.02 CONCRETE CATCH BASIN B25** 556.50 10.30' NCDOT 840.02 CONCRETE CATCH BASIN B27** 556.01 8.52' NCDOT 840.02 DOUBLE CONCRETE CATCH BASIN B29** 556.52 8.82' NCDOT 840.02 CONCRETE CATCH BASIN B31** 556.38 8.50' NCDOT 840.02 CONCRETE CATCH BASIN B33** 555.23 6.73' NCDOT 840.02 DOUBLE CONCRETE CATCH BASIN B35** 555.81 6.89' NCDOT 840.02 CONCRETE CATCH BASIN B37** 556.39 7.24' NCDOT 840.02 CONCRETE CATCH BASIN B39** 557.48 7.95' NCDOT 840.02 CONCRETE CATCH BASIN B41** 557.76 8.04' NCDOT 840.02 CONCRETE CATCH BASIN B43 556.31 5.92' NCDOT 840.02 CONCRETE CATCH BASIN B45 555.12 4.16' NCDOT 840.02 CONCRETE CATCH BASIN B47 555.12 3.94' NCDOT 840.02 CONCRETE CATCH BASIN B49 546.57 6.37' NCDOT 840.02 CONCRETE CATCH BASIN B51 546.12 5.67' NCDOT 840.02 CONCRETE CATCH BASIN B53 545.57 4.84' NCDOT 840.02 DOUBLE CONCRETE CATCH BASIN B55 545.57 4.47' NCDOT 840.02 DOUBLE CONCRETE CATCH BASIN B57 546.84 5.51' NCDOT 840.02 CONCRETE CATCH BASIN B59 546.94 5.46' NCDOT 840.02 CONCRETE CATCH BASIN B61 557.17 7.62' NCDOT 840.02 CONCRETE CATCH BASIN B63 556.96 5.90' NCDOT 840.02 CONCRETE CATCH BASIN B65 556.45 4.35' NCDOT 840.02 DOUBLE CONCRETE CATCH BASIN B67 556.45 3.57' NCDOT 840.02 DOUBLE CONCRETE CATCH BASIN B69 557.21 5.66' NCDOT 840.02 DOUBLE CONCRETE CATCH BASIN B71 557.07 4.67' NCDOT 840.02 CONCRETE CATCH BASIN B73 557.07 4.32' NCDOT 840.02 CONCRETE CATCH BASIN B75** 557.76 7.91' NCDOT 840.02 CONCRETE CATCH BASIN B77 557.59 7.55' NCDOT 840.02 CONCRETE CATCH BASIN B79 557.01 6.58' NCDOT 840.02 CONCRETE CATCH BASIN B81 556.59 5.93' NCDOT 840.02 CONCRETE CATCH BASIN B83 556.19 5.20' NCDOT 840.02 CONCRETE CATCH BASIN B85 555.67 4.31' NCDOT 840.02 DOUBLE CONCRETE CATCH BASIN B87 546.76 4.36' NCDOT 840.02 CONCRETE CATCH BASIN B89 546.76 4.14' NCDOT 840.02 CONCRETE CATCH BASIN 16. BOTTOM OF WALL ELEVATIONS (NOTED AS BW) REFERENCE THE BOTTOM OF WALL AT FINISHED GRADE, TYPICAL IN ALL AREAS. REFER TO WALL CONSTRUCTION PLANS BY OTHERS FOR TOP AND BOTTOM OF FOOTING ELEVATIONS. 17. HIGH DENSITY POLYETHYLENE (HDPE) STORM DRAINAGE PIPE INSTALLED WITHIN EXISTING OR PROPOSED PUBLIC STREET RIGHT-OF-WAY MUST BE APPROVED BY THE TOWN/COUNTY INSPECTOR PRIOR TO ANY BACKFILL BEING PLACED. BACKFILL MATERIAL MUST BE APPROVED BY THE TOWN/COUNTY INSPECTOR PRIOR TO PLACEMENT OF THE MATERIAL WITHIN THE PUBLIC STREET RIGHT-OF-WAY. 18. PRIOR TO THE CERTIFICATE OF OCCUPANCY, CONTRACTOR TO PROVIDE SEALED AS -BUILT SURVEY OF DETENTION SYSTEM AS REQUIRED BY LAND DEVELOPMENT. 19. PE SEALED SHOP DRAWINGS FOR RETAINING WALLS MUST BE SUBMITTED TO COUNTY ENGINEER PRIOR TO CONSTRUCTION. 20. PRIOR TO INSTALLATION, PE SEALED SHOP DRAWINGS FOR UNDERGROUND DETENTION SYSTEMS MUST BE FURNISHED TO TOWN/COUNTY ENGINEERING FOR APPROVAL. 21. THE PURPOSE OF THE STORM DRAINAGE EASEMENT (SDE) IS TO PROVIDE STORM WATER CONVEYANCE. BUILDINGS ARE NOT PERMITTED IN THE EASEMENT AREA. ANY OTHER OBJECTS WHICH IMPEDE STORM WATER FLOW OR SYSTEM MAINTENANCE ARE ALSO PROHIBITED. STORM PIPE TABLE PIPE # DIA FROM - TO UPSTREAM DOWNSTREAMINVERT INVERT SLOPE LENGTH DESCRIPTION A2 24" A3 - Al 545.98 545.66 0.53% 60.88 LF 24 inch RCP A4 24" A5 - A3 547.38 546.08 0.51 % 253.82 LF 24 inch RCP A6 24" A7 - A5 547.90 547.48 0.56% 75.00 LF 24 inch RCP A8 18" A9 - A7 548.45 548.25 0.83% 24.00 LF 18 inch RCP A10 18" All -A9 549.40 548.75 0.65% 100.00 LF 18 inch RCP Al2 18" A13 - A3 546.43 546.19 1.00% 24.00 LF 18 inch RCP STORM PIPE TABLE PIPE # DIA FROM -TO UPSTREAM DOWNSTREAMINVERT INVERT SLOPE LENGTH DESCRIPTION B2 36" B3 - B1 539.52 539.30 0.21 % 106.31 LF 36 inch CLASS IV RCP B4 36" B5 - B3 539.67 539.55 0.50% 24.00 LF 36 inch CLASS IV RCP B6 30" B7 - B5 540.92 539.67 0.54% 230.00 LF 30 inch CLASS IV RCP B8 30" B9 - B7 541.38 540.92 0.55% 84.38 LF 30 inch CLASS IV RCP B10 30" Bl l - B9 541.74 541.38 0.53% 67.44 LF 30 inch CLASS IV RCP B12 30" B13 - Bl l 542.30 541.74 0.52% 106.77 LF 30 inch CLASS IV RCP B14 30" B15 - B13 542.79 542.30 0.53% 92.95 LF 30 inch RCP B16 30" B17 - B15 543.80 542.79 1.08% 93.94 LF 30 inch RCP B18 30" B19 - B17 544.52 543.80 0.54% 133.97 LF 30 inch RCP B20 30" B21 - B19 544.98 544.52 0.54% 85.42 LF 30 inch RCP B22 30" B23 - B21 545.59 544.98 0.50% 120.81 LF 30 inch RCP B24 30" B25 - B23 546.20 545.59 0.50% 120.81 LF 30 inch RCP B26 30" B27 - B25 547.49 546.20 0.50% 260.00 LF 30 inch RCP B28 30" B29 - B27 547.70 547.49 0.50% 42.31 LF 30 inch RCP B30 30" B31 - B29 547.88 547.70 0.50% 36.86 LF 30 inch RCP B32 24" B33 - B31 548.50 547.88 0.51 % 122.40 LF 24 inch RCP B34 24" B35 - B33 548.92 548.50 0.51 % 83.13 LF 24 inch RCP B36 24" B37 - B35 549.15 548.92 0.52% 43.86 LF 24 inch RCP B38 24" B39 - B37 549.53 549.15 0.50% 75.51 LF 24 inch RCP B40 24" B41 - B39 549.72 549.53 0.52% 36.77 LF 24 inch RCP B42 18" B43 - B41 550.39 549.72 0.52% 128.80 LF 18 inch RCP B44 18" B45 - B43 550.96 550.39 0.50% 113.58 LF 18 inch RCP B46 15" B47 - B45 551.18 551.06 0.50% 24.00 LF 15 inch RCP B48 24" B49 - B5 540.20 539.62 0.50% 116.44 LF 24 inch RCP B50 18" B51 - B49 540.45 540.20 0.50% 50.91 LF 18 inch RCP B52 18" B53 - B51 540.74 540.45 0.50% 57.21 LF 18 inch RCP B54 15" B55 - B53 541.10 540.99 0.50% 22.00 LF 15 inch RCP B56 15" B57 - B55 541.33 541.10 0.50% 46.60 LF 15 inch RCP B58 15" B59 - B57 541.48 541.33 0.50% 29.94 LF 15 inch RCP B60 18" B61 - B31 549.55 548.63 2.00% 46.04 LF 18 inch RCP B62 18" B63 - B61 551.06 549.65 2.01 % 70.00 LF 18 inch RCP B64 15" B65 - B63 552.10 551.31 2.01 % 39.31 LF 15 inch RCP B66 15" B67 - B65 552.88 552.75 0.54% 24.00 LF 15 inch CLASS IV RCP B68 15" B69 - B63 551.55 551.31 2.00% 12.00 LF 15 inch RCP B70 15" B71 - B69 552.40 551.65 2.04% 36.77 LF 15 inch RCP B72 15" B73 - B71 552.75 552.60 0.63% 24.00 LF 15 inch RCP B74 24" B75 - B41 549.85 549.72 0.54% 24.00 LF 24 inch RCP B76 24" B77 - B75 550.04 549.85 0.52% 36.77 LF 24 inch RCP B78 18" B79 - B77 550.43 550.14 0.50% 58.00 LF 18 inch RCP B80 18" B81 - B79 550.66 550.43 0.51 % 44.81 LF 18 inch RCP B82 15" B83 - B81 550.99 550.76 0.52% 44.64 LF 15 inch RCP B84 15" B85 - B83 551.36 550.99 0.52% 70.74 LF 15 inch RCP B86 15" B87 - B7 542.40 541.49 1.00% 91.03 LF 15 inch RCP B88 15" B89 - B87 542.62 542.50 1.00% 12.00 LF 15 inch RCP 22. ANY BUILDING WITHIN THE 100+1 STORM WATER ELEVATION LINE IS SUBJECT TO THE RESTRICTIONS OF THE (MECKLENBURG COUNTY) SUBDIVISION ORDINANCE, SECTION 7.200.8. 23. "AS -BUILT" DRAWINGS AND PLANS OF THE STORM DRAINAGE SYSTEM, INCLUDING DESIGNED DITCHES, MUST BE SUBMITTED PRIOR TO SUBDIVISION FINAL INSPECTION TO THE COUNTY ENGINEERING DEPARTMENT IN ACCORDANCE WITH COUNTY SUBDIVISION ORDINANCE. 24. AS-BUILTS FOR ALL APPLICABLE DETENTION STRUCTURES AND BMP MEASURES ARE REQUIRED. AS-BUILTS ARE TO INCLUDE LATITUDE AND LONGITUDE FOR CENTER OF MEASURE, AND INLETS AND OUTLETS OF ALL STRUCTURES. ELEVATIONS ARE REQUIRED FOR ALL MEASURES AS WELL AS DIMENSIONS OF ALL MEASURES. 25. ALL DISTURBED AREAS MUST BE SEEDED AND MULCHED WITHIN 14 CALENDAR DAYS. 26. SLOPES SHALL BE GRADED NO STEEPER THAN 2:1. FILL SLOPES GREATER THAN 10' REQUIRE ADEQUATE TERRACING. 27. A GRADING PLAN MUST BE SUBMITTED FOR ANY LOT GRADING EXCEEDING ONE ACRE THAT WAS NOT PREVIOUSLY APPROVED. 28. COORDINATE ALL CURB AND STREET GRADES IN INTERSECTION WITH INSPECTOR. NOTES: 1. SOME STRUCTURES REQUIRE INLET SHAPING AS NOTED ON THE STORM STRUCTURE TABLES. REFER TO DETAIL ON SHEET C-720. 2. FOR DUAL PIPE SYSTEMS, THE INNER PIPE SHALL BE LOCATED GENERALLY UNDER THE CURB WITH THE OUTER PIPE BEING OFFSET BEHIND THE CURB LOCATED MORE GENERALLY IN THE PLANTING STRIP. 3. CONTRACTOR SHALL PROVIDE SEALED ENGINEERED DRAWINGS TO ENGINEER OF RECORD FOR STRUCTURES WITH DUAL PIPES PRIOR TO INSTALLATION. STORM STRUCTURE TABLE STRUCTURE # TOP STRUCTURE HEIGHT DESCRIPTION Cl 543.73 NCDOT ES-1 for 36 inch Pipe C3** 545.58 5.06' NCDOT 840.02 DOUBLE CONCRETE CATCH BASIN C5** 545.58 4.87' NCDOT 840.02 DOUBLE CONCRETE CATCH BASIN C7** 546.92 6.06' NCDOT 840.02 CONCRETE CATCH BASIN C9** 548.78 7.53' NCDOT 840.02 CONCRETE CATCH BASIN Cl 1** 549.38 7.54' NCDOT 840.52 PRECAST MANHOLE C13** 547.36 5.06' NCDOT 840.02 CONCRETE CATCH BASIN C15** 547.38 5.00' NCDOT 840.02 CONCRETE CATCH BASIN C17** 548.33 5.72' NCDOT 840.02 CONCRETE CATCH BASIN C19** 548.93 5.92' NCDOT 840.02 CONCRETE CATCH BASIN C21** 550.53 6.66' NCDOT 840.02 CONCRETE CATCH BASIN C23** 550.42 5.95' NCDOT 840.02 CONCRETE CATCH BASIN C25** 550.41 5.83' NCDOT 840.02 CONCRETE CATCH BASIN C27** 550.83 6.01' NCDOT 840.02 CONCRETE CATCH BASIN C29** 551.70 6.45' NCDOT 840.02 CONCRETE CATCH BASIN C31** 552.28 6.78' NCDOT 840.02 CONCRETE CATCH BASIN C33** 552.28 6.68' NCDOT 840.02 CONCRETE CATCH BASIN C35** 552.73 6.69' NCDOT 840.02 CONCRETE CATCH BASIN C37** 556.27 8.55' NCDOT 840.02 CONCRETE CATCH BASIN C39** 557.00 6.75' NCDOT 840.02 DOUBLE CONCRETE CATCH BASIN C41** 557.00 6.14' NCDOT 840.02 DOUBLE CONCRETE CATCH BASIN C43** 557.61 6.53' NCDOT 840.02 CONCRETE CATCH BASIN C45 557.59 6.43' NCDOT 840.02 CONCRETE CATCH BASIN C47 557.62 6.28' NCDOT 840.02 CONCRETE CATCH BASIN C49 558.33 6.42' NCDOT 840.02 CONCRETE CATCH BASIN C51 560.07 7.90' NCDOT 840.02 CONCRETE CATCH BASIN C53 560.07 7.79' NCDOT 840.02 CONCRETE CATCH BASIN C55 559.11 6.56' NCDOT 840.02 CONCRETE CATCH BASIN C57 558.34 5.46' NCDOT 840.02 DOUBLE CONCRETE CATCH BASIN C59 558.90 5.79' NCDOT 840.02 CONCRETE CATCH BASIN C61 558.65 5.48' NCDOT 840.02 CONCRETE CATCH BASIN C63 557.63 3.95' NCDOT 840.02 CONCRETE CATCH BASIN C65 546.97 5.94' NCDOT 840.02 CONCRETE CATCH BASIN C67** 547.92 6.02' NCDOT 840.04 OPEN THROAT CATCH BASIN C69** 546.12 4.06' NCDOT 840.02 DOUBLE CONCRETE CATCH BASIN C71** 548.10 5.15' NCDOT 840.02 CONCRETE CATCH BASIN C73 547.15 3.75' AREA DRAIN - 12" BASIN C75 547.16 3.36' AREA DRAIN - 12" BASIN C77 547.11 5.06' NCDOT 840.02 CONCRETE CATCH BASIN C79 547.05 4.89' NCDOT 840.02 CONCRETE CATCH BASIN C81 548.92 4.37' NCDOT 840.02 CONCRETE CATCH BASIN C83 552.50 6.45' NCDOT 840.02 CONCRETE CATCH BASIN C85 552.85 5.85' NCDOT 840.02 CONCRETE CATCH BASIN C87 556.27 7.90' NCDOT 840.02 CONCRETE CATCH BASIN C89 557.62 5.04' NCDOT 840.02 CONCRETE CATCH BASIN C91 558.09 5.15' NCDOT 840.02 DOUBLE CONCRETE CATCH BASIN C93 549.01 5.51' ZF806 TRENCH DRAIN 29. CONTRACTOR IS RESPONSIBLE FOR ENSURING DRAINAGE ACROSS THE INTERSECTION. 30. THE COMMUNITY ENCROACHMENT LINE MUST BE CLEARLY MARKED PRIOR TO ANY GRADING AND THE MARKED LINE MUST BE MAINTAINED ON SITE UNTIL FINAL GRADING IS COMPLETED. 31. A MINIMUM OF 12-INCHES OF SOIL COVER IS REQUIRED TO PROOF RILL DIRECTLY OVER CLASS IV RCP. IN AREAS WHERE LESS THAN 12-INCHES OF SOIL COVER IS PROVIDED, BACKFILL SHALL CONSIST OF ABC STONE RATHER THAN SOIL TO ACHIEVE SUBGRADE. IN AREAS WHERE LESS THAN 12-INCHES OF ABC STONE WILL BE PLACES, INCLUDING THE ABC STONE REQUIRED BENEATH THE CURB, PLACE TENSAR BX1200 GEOGRID AT THE SUBGRADE LEVEL PRIOR TO PLACING AND COMPACTING THE FINAL 6-INCH LAYER OF ABC STONE. THE GEOGRID SHALL EXTEND A MINIMUM OF 3 FEET BEYOND OUTSIDE EDGE OF PIPE. WHERE THIS CONDITION EXISTS,; PROOF ROLLING SHOULD NOT BE PERFORMED AT THE SUBGRADE LEVEL WHERE PIPE COVERAGE IS LESS THAN 12-INCHES. INSTEAD, PROOF ROLLING SHOULD BE PERFORMED AT THE FINISHED ABC STONE LEVEL PRIOR TO THE PLACEMENT OF CURB. STORM DRAINAGE NOTES: 1. ALL PIPE TO BE INSTALLED AND BEDDED PER MANUFACTURER'S SPECIFICATIONS. 2. NO VEHICULAR TRAFFIC SHALL BE ALLOWED ACROSS PIPES UNTIL A MINIMUM OF 2' OF COMPACTED COVER HAS BEEN INSTALLED. 3. ALL PIPES AND STRUCTURES IN PUBLIC RIGHT OF WAYS TO MEET NCDOT STANDARDS. ALL PIPE TO BE RCP IN PUBLIC RIGHT OF WAY. 4. ALL CONSTRUCTION TO MEET OR EXCEED NCDOT AND LOCAL STANDARDS. 5. ALL CURB INLET TOP ELEVATIONS ARE AT EDGE OF PAVEMENT. STORM PIPE TABLE PIPE # DIA FROM -TO UPSTREAM INVERT DOWNSTREAM INVERT SLOPE LENGTH DESCRIPTION C2 36" C3 - Cl 540.52 540.40 0.10% 114.82 LF 36 inch CLASS IV RCP C4 30" C5 - C3 540.71 540.55 0.67% 24.00 LF 30 inch CLASS IV RCP C6 30" C7 - C5 540.87 540.71 0.53% 29.52 LF 30 inch CLASS IV RCP C8 30" C9 - C7 541.25 540.87 0.50% 75.21 LF 30 inch RCP C10 30" C11 - C9 541.84 541.25 0.510 114.52 LF 30 inch RCP C12 30" C13 - Cl l 542.30 541.94 0.55% 65.22 LF 30 inch CLASS IV RCP C14 30" C15 - C13 542.38 542.30 0.66% 12.05 LF 30 inch CLASS IV RCP C16 30" C17 - C15 542.61 542.38 0.61% 37.75 LF 30 inch CLASS IV RCP C18 30" C19 - C17 543.01 542.61 0.58% 68.88 LF 30 inch RCP C20 30" C21 - C19 543.87 543.01 0.54% 159.96 LF 30 inch RCP C22 30" C23 - C21 544.47 543.96 0.75% 67.88 LF 30 inch RCP C24 24" C25 - C23 544.58 544.47 0.50% 22.02 LF 24 inch CLASS IV RCP C26 24" C27 - C25 544.82 544.58 0.50% 48.88 LF 24 inch CLASS IV RCP C28 24" C29 - C27 545.25 544.82 0.68% 63.56 LF 24 inch CLASS IV RCP C30 24" C31 - C29 545.51 545.25 0.85% 31.12 LF 24 inch RCP C32 24" C33 - C31 545.61 545.51 0.85% 12.00 LF 24 inch RCP C34 24" C35 - C33 546.05 545.61 0.85% 51.81 LF 24 inch RCP C36 24" C37 - C35 547.72 546.05 0.85% 197.06 LF 24 inch RCP C38 24" C39 - C37 550.25 547.72 0.85% 296.59 LF 24 inch RCP C40 18" C41 - C39 550.86 550.70 0.67% 24.00 LF 18 inch RCP C42 18" C43 - C41 551.08 550.86 0.50% 42.53 LF 18 inch RCP C44 18" C45 - C43 551.16 551.08 0.50% 16.02 LF 18 inch RCP C46 18" C47 - C45 551.34 551.16 0.50% 36.88 LF 18 inch RCP C48 15" C49 - C47 551.91 551.59 0.50% 64.60 LF 15 inch RCP C50 15" C51 - C49 552.17 551.91 0.50% 51.89 LF 15 inch RCP C52 15" C53 - C51 552.28 552.17 0.50% 22.00 LF 15 inch RCP C54 15" C55 - C53 552.55 552.28 0.50% 53.14 LF 15 inch RCP C56 15" C57 - C55 552.88 552.55 0.50% 66.48 LF 15 inch RCP C58 15" C59 - C57 553.11 552.88 0.52% 44.82 LF 15 inch RCP C60 15" C61 - C59 553.17 553.11 0.50% 12.00 LF 15 inch RCP C62 15" C63 - C61 553.68 553.17 0.50% 101.65 LF 15 inch RCP C64 15" C65 - C7 541.03 540.87 0.50% 31.81 LF 15 inch RCP C66 24" C67 - C9 541.90 541.35 0.51 % 108.05 LF 24 inch RCP C68 18" C69 - C67 542.06 541.90 0.50% 31.86 LF 18 inch CLASS IV RCP C70 15" C71 - C69 542.95 542.06 0.58% 154.55 LF 15 inch RCP C72 10" C73 - C71 543.40 543.05 0.58% 60.15 LF 10" HDPE C74 10" C75 - C73 543.80 543.40 0.56% 71.39 LF 10" HDPE C76 15" C77 - C11 542.05 541.84 0.59% 34.88 LF 15 inch RCP C78 15" C79 - C77 542.16 542.05 0.50% 22.80 LF 15 inch RCP C80 15" C81 - C19 544.55 544.30 1.14% 22.00 LF 15 inch RCP C82 15" C83 - C33 546.05 545.71 0.53% 63.82 LF 15 inch RCP C84 15" C85 - C35 547.00 546.80 0.79% 25.30 LF 15 inch RCP C86 15" C87 - C37 548.37 548.25 0.50% 24.00 LF 15 inch RCP C88 15" C89 - C47 552.58 552.33 1.04% 24.00 LF 15 inch RCP C90 15" C91 - C57 552.94 552.88 0.50% 12.00 LF 15 inch RCP C92 8" C93 - C67 543.50 543.00 1.08% 46.25 LF 8" HDPE AR0< ES S S 3r03F' ''"I'll,,"Im im R,� 10/31/2019 o E N O 00 u N uj U z o ,E w � E = o L Q W U pU-ip w of lL O O LLLn a O N Lu1-0 uw 1 7M C70 �o �Q X =c�Ln" U p _0 o M 0 _ �C� ~ � N O o ��.o LnCD Mo w O J w -,D ~ U J J O J � J ~ W co Of N LLc~nz w z w J - J za :i� ;� �t�ow ova oc O w z a oc U 0 O W w w a OU O OU w O O O O > U U U Lij O Q Q Q �O O RO W W W 0 W W W rn rn rn 0 0 0 Lu � r Q DATE 1211912018 DRAWN BY A. DALE DESIGNED BY 1. HORTON CHECKED BY C. TODD SCALE AS SHOWN w J 0 D N Q Ln w U (n o p�Q� z z � Lu J 0 0 z � u U Lu 2 Q �z� J OO z z z_ � Lu J J O Lu Lu Lu p� z O �0 0 Paz � z z 0 Q JOB NO. 41946 SHEET NO. C-401 "STRUCTURES REQUIRE INLET SHAPING. REFER TO SHEET C-720 FOR DETAIL. L_ "STRUCTURES REQUIRE INLET SHAPING. REFER TO SHEET C-720 FOR DETAIL. STORM STRUCTURE TABLE STRUCTURE # TOP STRUCTURE HEIGHT DESCRIPTION D1 543.19 NCDOT 838.80 CONCRETE ENDWALL D3** 546.56 7.10' NCDOT 840.02 CONCRETE CATCH BASIN D5** 546.18 5.86' NCDOT 840.02 CONCRETE CATCH BASIN D7** 546.18 5.74' NCDOT 840.02 CONCRETE CATCH BASIN D9** 547.00 6.30' NCDOT 840.02 CONCRETE CATCH BASIN D11** 547.00 6.18' NCDOT 840.02 CONCRETE CATCH BASIN D13** 549.77 8.25' NCDOT 840.02 CONCRETE CATCH BASIN D15**tr 549.01 6.08' NCDOT 840.02 CONCRETE CATCH BASIN D17**tt 547.85 4.45' NCDOT 840.02 DOUBLE CONCRETE CATCH BASIN D19**tt 548.77 4.92' NCDOT 840.02 CONCRETE CATCH BASIN D21** 548.79 4.82' NCDOT 840.02 CONCRETE CATCH BASIN D23** 549.50 5.27' NCDOT 840.02 CONCRETE CATCH BASIN D25** 550.39 5.85' NCDOT 840.02 CONCRETE CATCH BASIN D27 551.28 5.88' NCDOT 840.02 CONCRETE CATCH BASIN D29 552.39 5.89' NCDOT 840.02 CONCRETE CATCH BASIN D31 553.23 5.28' NCDOT 840.02 CONCRETE CATCH BASIN D33 553.83 5.23' NCDOT 840.02 CONCRETE CATCH BASIN D35 554.36 5.21' NCDOT 840.02 CONCRETE CATCH BASIN D37 556.35 4.75' NCDOT 840.02 CONCRETE CATCH BASIN D39 557.66 4.77' NCDOT 840.02 CONCRETE CATCH BASIN D41 558.34 4.64' NCDOT 840.02 CONCRETE CATCH BASIN D43 558.35 4.30' NCDOT 840.02 CONCRETE CATCH BASIN D45 547.85 3.92' NCDOT 840.02 DOUBLE CONCRETE CATCH BASIN D47 548.48 4.18' NCDOT 840.02 CONCRETE CATCH BASIN D49** 550.40 5.25' NCDOT 840.02 CONCRETE CATCH BASIN D51** 550.97 5.51' NCDOT 840.02 CONCRETE CATCH BASIN D53** 551.82 5.97' NCDOT 840.02 CONCRETE CATCH BASIN D55** 551.88 5.81' NCDOT 840.02 CONCRETE CATCH BASIN D57** 551.52 5.12 NCDOT 840.02 DOUBLE CONCRETE CATCH BASIN D59** 551.52 5.00' NCDOT 840.02 DOUBLE CONCRETE CATCH BASIN D61 553.59 5.19' NCDOT 840.02 CONCRETE CATCH BASIN D63 554.60 5.42' NCDOT 840.02 CONCRETE CATCH BASIN D65 557.09 5.99' NCDOT 840.02 CONCRETE CATCH BASIN D67 557.25 5.85' NCDOT 840.02 CONCRETE CATCH BASIN D69 552.39 4.64' NCDOT 840.02 CONCRETE CATCH BASIN D71 554.36 4.38' NCDOT 840.02 CONCRETE CATCH BASIN D73 556.35 4.42' NCDOT 840.02 CONCRETE CATCH BASIN D75 553.59 4.38' NCDOT 840.02 CONCRETE CATCH BASIN STORM PIPE TABLE PIPE # DIA FROM - TO UPSTREAM INVERT DOWNSTREAM INVERT SLOPE LENGTH DESCRIPTION D2 42" D3 - D1 539.46 539.39 0.22% 34.80 LF 42 inch RCP D4 42" D5 - D3 540.32 539.60 0.51 % 140.17 LF 42 inch CLASS IV RCP D6 42" D7 - D5 540.44 540.32 0.50% 24.00 LF 42 inch CLASS IV RCP D8 42" D9 - D7 540.70 540.44 0.51 % 50.91 LF 42 inch CLASS IV RCP D10 42" D11 - D9 540.82 540.70 0.50% 24.00 LF 42 inch RCP D12 42" D13 - D11 541.52 540.82 0.51 % 137.96 LF 42 inch RCP D14 36" D15 - D13 542.93 542.40 0.51 % 104.70 LF 36 inch RCP D16 30" D17 - D15 543.40 542.93 0.50% 94.71 LF DOUBLE 30 inch CLASS IV RCPt D18 30" D19 - D17 543.85 543.40 0.50% 90.47 LF DOUBLE 30 inch CLASS IV RCPt D20 30" D21 - D19 543.97 543.85 0.51 % 23.74 LF 30 inch CLASS IV RCP D22 30" D23 - D21 544.23 543.97 0.52% 50.02 LF 30 inch CLASS IV RCP D24 30" D25 - D23 544.54 544.23 0.59% 52.49 LF 30 inch RCP D26 30" D27 - D25 545.40 544.64 0.75% 101.57 LF 30 inch RCP D28 30" D29 - D27 546.50 545.50 0.89% 112.69 LF 30 inch RCP D30 24" D31 - D29 547.95 547.05 1.05% 86.08 LF 24 inch RCP D32 24" D33 - D31 548.60 547.95 1.06% 61.59 LF 24 inch RCP D34 24" D35 - D33 549.15 548.60 1.05% 52.45 LF 24 inch RCP D36 18" D37 - D35 551.60 549.60 1.02% 196.46 LF 18 inch RCP D38 15" D39 - D37 552.89 551.70 0.90% 131.80 LF 15 inch RCP D40 15" D41 - D39 553.70 552.99 1.02% 69.92 LF 15 inch RCP D42 15" D43 - D41 554.05 553.80 1.14% 22.00 LF 15 inch RCP D44 15" D45 - D17 543.93 543.73 0.83% 24.00 LF 15 inch RCP D46 15" D47 - D45 544.30 543.97 0.82% 40.08 LF 15 inch RCP D48 24" D49 - D25 545.15 545.02 0.59% 22.00 LF 24 inch RCP D50 24" D51 - D49 545.46 545.15 0.59% 52.42 LF 24 inch RCP D52 24" D53 - D51 545.85 545.46 0.66% 58.65 LF 24 inch RCP D54 24" D55 - D53 546.07 545.85 0.66% 33.49 LF 24 inch RCP D56 24" D57 - D55 546.40 546.07 0.68% 48.46 LF 24 inch RCP D58 24" D59 - D57 546.52 546.40 0.75% 16.00 LF 24 inch RCP D60 18" D61 - D59 548.40 547.06 1.15% 117.02 LF 18 inch RCP D62 15" D63 - D61 549.18 548.65 1.00% 52.77 LF 15 inch RCP D64 15" D65 - D63 551.10 549.25 1.00% 184.61 LF 15 inch RCP D66 15" D67 - D65 551.40 551.20 0.95% 21.09 LF 15 inch RCP D68 15" D69 - D29 547.75 547.55 0.91 % 22.00 LF 15 inch RCP D70 15" D71 - D35 549.98 549.75 1.05% 22.00 LF 15 inch RCP D72 15" D73 - D37 551.93 551.70 1.05% 22.00 LF 15 inch RCP D74 15" D75 - D61 549.21 549.05 1.00% 16.00 LF 15 inch RCP STORM STRUCTURE TABLE STRUCTURE # TOP STRUCTURE HEIGHT DESCRIPTION G1 549.20 NCDOT 838.80 CONCRETE ENDWALL G3** 550.80 6.42' NCDOT 840.02 CONCRETE CATCH BASIN G5** 550.79 6.14' NCDOT 840.02 CONCRETE CATCH BASIN G7** 550.11 4.42' NCDOT 840.02 CONCRETE CATCH BASIN G9** 551.40 5.26' NCDOT 840.02 CONCRETE CATCH BASIN G11** 552.71 6.12' NCDOT 840.02 CONCRETE CATCH BASIN G13** 554.33 7.19' NCDOT 840.02 CONCRETE CATCH BASIN G15** 554.85 7.17' NCDOT 840.02 CONCRETE CATCH BASIN G17 554.01 5.46' NCDOT 840.02 DOUBLE CONCRETE CATCH BASIN G19 555.76 5.58' NCDOT 840.02 CONCRETE CATCH BASIN G21 557.49 5.72' NCDOT 840.02 CONCRETE CATCH BASIN G23 558.53 5.66' NCDOT 840.02 CONCRETE CATCH BASIN G25 559.56 5.68' NCDOT 840.02 CONCRETE CATCH BASIN G27 560.61 6.14' NCDOT 840.02 CONCRETE CATCH BASIN G29 560.73 5.58' NCDOT 840.02 CONCRETE CATCH BASIN G31 559.78 3.98' NCDOT 840.02 CONCRETE CATCH BASIN G33** 554.54 5.86' NCDOT 840.52 PRECAST MANHOLE G35 551.35 NCDOT ES-1 for 24 inch Pipe STORM PIPE TABLE PIPE # DIA FROM - TO UPSTREAM INVERT DOWNSTREAM INVERT SLOPE LENGTH DESCRIPTION G2 30" G3 - G1 544.38 544.20 0.28% 65.70 LF 30 inch RCP G4 30" G5 - G3 544.65 544.53 0.50% 24.01 LF 30 inch RCP G6 30" G7 - G5 545.69 544.65 0.50% 206.55 LF 30 inch CLASS IV RCP G8 30" G9 - G7 546.14 545.69 0.51 % 87.66 LF 30 inch CLASS IV RCP G10 30" G11 - G9 546.59 546.14 0.51% 87.66 LF 30 inch RCP G12 30" G13 - G11 547.14 546.59 0.51 % 107.84 LF 30 inch RCP G14 30" G15 - G13 547.68 547.14 0.50% 107.85 LF 30 inch RCP G16 24" G17 - G15 548.55 547.88 0.63% 105.96 LF 24 inch RCP G18 18" G19-G17 550.18 548.95 0.74% 165.83 LF 18 inch RCP G20 15" G21 - G19 551.77 550.48 0.93% 138.80 LF 15 inch RCP G22 15" G23 - G21 552.87 551.87 1.18% 85.02 LF 15 inch RCP G24 15" G25 - G23 553.88 552.97 1.09% 83.22 LF 15 inch RCP G26 15" G27 - G25 554.47 553.98 0.58% 85.02 LF 15 inch RCP G28 15" G29 - G27 555.15 554.57 0.57% 101.29 LF 15 inch RCP G30 15" G31 - G29 555.80 555.25 0.57% 95.83 LF 15 inch RCP G32 24" G33 - G17 548.68 548.55 0.60% 21.72 LF 24 inch RCP G34 24" G35 - G33 549.10 548.68 0.61 % 68.62 LF 24 inch RCP •� �.� s 35 03 / / o E N O 00 V N uj U z o ,E E w = o L Q w U pU-ip W p! �aLoo^ aL � w Lu Imo- I�- M Z Z Z (7OU)o a a Q x w OO O OO Q pU 0o Imo- a� O o o 0 0 0 o Q Q Q W �1 � �O O �O U W W W J Cl- Q- � **STRUCTURES REQUIRE INLET SHAPING. REFER TO SHEET C-720 FOR DETAIL. O � Cn � J W W W J M-i C4 � � w co Of N O) 0) Ol STORM STRUCTURE TABLE STORM PIPE TABLE LL (n z o 0 0 wz_w w N N N STRUCTURE # TOP STRUCTURE HEIGHT DESCRIPTION UPSTREAM DOWNSTREAM Q J Q PIPE # DIA FROM - TO SLOPE LENGTH DESCRIPTION z > p o "� M INVERT INVERT � w o 11 546.32 NCDOT ES-1 for 12 inch Pipe '- 12 12" 13 - 11 545.45 545.15 0.89% 33.56 LF DOUBLE 12 inch CLASS IV RCP DATE 13 546.57 NCDOT ES-1 for 12 inch Pipe 0 < 1211912018 U DRAWN BY A. DALE vi DESIGNED BY • o • (D 1. HORTON • 0 CHECKED BY • ~ • • p C. TODD w w SCALE • U AS SHOWN a • z 0 > 0 "STRUCTURES REQUIRE INLET SHAPING. REFER TO SHEET C-720 FOR DETAIL. tFOR DUAL PIPE SYSTEMS, THE INNER PIPE SHALL BE LOCATED GENERALLY "CONTRACTOR TO PROVIDE SEALED ENGINEERED DRAWINGS FOR REVIEW BY UNDER THE CURB WITH THE OUTER PIPE BEING OFFSET BEHIND. TIMMONS GROUP FOR STRUCTURES WITH DUAL PIPES PRIOR TO INSTALLATION. N L!•) 0 l0 ,--I i U **STRUCTURES REQUIRE INLET SHAPING. REFER TO SHEET C-720 FOR DETAIL. C) n/ z J z 1< W � v7 ��0 z v W uz== ,� � U J O O (,%) z z w W Lu � z � p� cn "CONTRACTOR TO PROVIDE SEALED ENGINEERED DRAWINGS FOR REVIEW BY tFOR DUAL PIPE SYSTEMS, THE INNER PIPE SHALL BE LOCATED GENERALLY TIMMONS GROUP FOR STRUCTURES WITH DUAL PIPES PRIOR TO INSTALLATION. UNDER THE CURB WITH THE OUTER PIPE BEING OFFSET BEHIND. O z 0 JOB NO. 41946 SHEET NO. C-402 STORM STRUCTURE TABLE STRUCTURE # TOP STRUCTURE HEIGHT DESCRIPTION E1 550.79 NCDOT 838.80 CONCRETE ENDWALL E3 550.81 6.75' NCDOT 840.02 CONCRETE CATCH BASIN E5tt 549.44 4.61' NCDOT 840.02 CONCRETE CATCH BASIN E7tt 549.20 4.01' NCDOT 840.02 DOUBLE CONCRETE CATCH BASIN E9tt 550.39 4.40' NCDOT 840.02 CONCRETE CATCH BASIN E11 552.66 5.66' NCDOT 840.02 CONCRETE CATCH BASIN E13 554.85 5.40' NCDOT 840.02 CONCRETE CATCH BASIN E15 557.04 5.54' NCDOT 840.02 CONCRETE CATCH BASIN E17 557.04 5.09' NCDOT 840.02 CONCRETE CATCH BASIN E19 557.84 5.04' NCDOT 840.02 CONCRETE CATCH BASIN E21 558.42 5.12' NCDOT 840.02 CONCRETE CATCH BASIN E23 549.20 3.63' NCDOT 840.02 DOUBLE CONCRETE CATCH BASIN E25 550.39 4.14' NCDOT 840.02 CONCRETE CATCH BASIN E27 552.66 4.81' NCDOT 840.02 CONCRETE CATCH BASIN STORM PIPE TABLE PIPE # DIA FROM - TO UPSTREAM INVERT DOWNSTREAM INVERT SLOPE LENGTH DESCRIPTION E2 30" E3 - E1 544.06 544.00 0.28% 21.10 LF 30 inch RCP E4 30" E5 - E3 544.83 544.11 0.50% 143.47 LF 30 inch CLASS IV RCP E6 24" E7 - E5 545.19 544.85 0.50% 68.39 LF DOUBLE 24 inch CLASS IV RCPt E8 24" E9 - E7 545.99 545.19 0.50% 158.90 LF DOUBLE 24 inch CLASS IV RCPt E10 24" E11 - E9 547.00 545.99 0.50% 200.00 LF 24 inch CLASS IV RCP E12 18" E13-Ell 549.45 547.50 1.01% 192.87 LF 18 inch RCP E14 18" E15 - E13 551.50 549.55 1.01% 192.87 LF 18 inch RCP E16 15" E17 - E15 551.95 551.75 0.83% 24.00 LF 15 inch RCP E18 15" E19 - E17 552.80 552.05 0.81 % 92.96 LF 15 inch RCP E20 15" E21 - E19 553.30 552.90 0.89% 44.91 LF 15 inch RCP E22 18" E23 - E7 545.57 545.44 0.54% 24.00 LF 18 inch CLASS IV RCP E24 18" E25 - E9 546.25 546.08 0.71 % 24.00 LF 18 inch CLASS IV RCP E26 15" E27 - E11 547.85 547.65 0.83% 24.00 LF 15 inch RCP STORM STRUCTURE TABLE STORM PIPE TABLE STRUCTURE # TOP STRUCTURE HEIGHT DESCRIPTION PIPE # DIA FROM - TO UPSTREAM INVERT DOWNSTREAM INVERT SLOPE LENGTH DESCRIPTION F1 539.90 NCDOT ES-1 for 24 inch Pipe F2 24" F3 - F1 538.20 537.65 0.35% 152.88 LF 24 inch CLASS IV RCP F3 542.67 4.47' NCDOT 840.52 PRECAST MANHOLE F4 24" F5 - F3 538.83 538.20 0.35% 179.78 LF 24 inch CLASS IV RCP F5 542.68 3.86' NCDOT 840.02 DOUBLE CONCRETE CATCH BASIN F6 18" F7 - F5 539.08 538.83 1.25% 19.95 LF 18 inch CLASS IV RCP F7 543.15 4.07' TPLDS 20.35 DROP INLET F8 15" F9 - F5 539.03 538.83 0.50% 40.92 LF 15 inch CLASS IV RCP F9 542.52 3.49' NCDOT 840.02 CONCRETE CATCH BASIN F10 15" F11 - F9 539.15 539.03 0.50% 24.00 LF 15 inch CLASS IV RCP F11 542.52 3.37' NCDOT 840.02 CONCRETE CATCH BASIN STORM STRUCTURE TABLE STRUCTURE # TOP STRUCTURE HEIGHT DESCRIPTION J1 543.07 NCDOT 838.80 CONCRETE ENDWALL J3 ** 545.23 5.69' NCDOT 840.02 CONCRETE CATCH BASIN J5 ** 544.82 4.89' NCDOT 840.02 DOUBLE CONCRETE CATCH BASIN J7 ** 544.82 4.77' NCDOT 840.02 DOUBLE CONCRETE CATCH BASIN J9 ** 546.66 5.79' NCDOT 840.02 CONCRETE CATCH BASIN J11** 547.05 5.99' NCDOT 840.02 CONCRETE CATCH BASIN J13** 546.87 5.67' NCDOT 840.02 CONCRETE CATCH BASIN J15 546.68 5.11' NCDOT 840.02 CONCRETE CATCH BASIN J17 546.68 4.85' NCDOT 840.02 DOUBLE CONCRETE CATCH BASIN J19 547.54 5.34' NCDOT 840.02 CONCRETE CATCH BASIN J21 548.72 6.12' NCDOT 840.02 CONCRETE CATCH BASIN J23 549.91 5.57' NCDOT 840.02 CONCRETE CATCH BASIN J25 551.96 5.04' NCDOT 840.02 CONCRETE CATCH BASIN J27 553.35 4.85' NCDOT 840.02 CONCRETE CATCH BASIN J29 548.32 6.07' NCDOT 840.02 CONCRETE CATCH BASIN J31 548.32 5.57' NCDOT 840.02 CONCRETE CATCH BASIN J33 546.44 4.34' NCDOT 840.02 DOUBLE CONCRETE CATCH BASIN STORM PIPE TABLE PIPE # DIA FROM - TO UPSTREAM INVERT DOWNSTREAM INVERT SLOPE LENGTH DESCRIPTION J2 30" J3 - J1 539.54 539.42 0.27% 43.99 LF 30 inch RCP J4 30" J5 - J3 539.93 539.64 0.52% 55.67 LF 30 inch CLASS IV RCP J6 30" J7 - J5 540.05 539.93 0.50% 24.02 LF 30 inch CLASS IV RCP J8 24" J9 - J7 540.87 540.10 0.70% 110.00 LF 24 inch CLASS IV RCP J10 24" J11 - J9 541.06 540.87 0.55% 34.44 LF 24 inch RCP J12 24" J13 - J11 541.20 541.06 0.59% 23.56 LF 24 inch RCP J14 24" J15 - J13 541.57 541.20 0.51 % 72.02 LF 24 inch RCP J16 24" J17 - J15 541.83 541.57 0.52% 50.19 LF 24 inch RCP J18 24" J19 - J17 542.20 541.83 0.53% 70.00 LF 24 inch RCP J20 24" J21 - J19 542.60 542.20 0.54% 74.68 LF 24 inch RCP J22 18" J23 - J21 544.34 543.02 1.77% 74.68 LF 18 inch RCP J24 18" J25 - J23 546.92 544.54 1.82% 130.95 LF 18 inch RCP J26 18" J27 - J25 548.50 547.12 1.40% 98.61 LF 18 inch RCP J28 18" J29 - J13 542.25 541.60 1.65% 39.51 LF 18 inch RCP J30 18" J31 - J29 542.75 542.35 1.67% 24.00 LF 18 inch RCP J32 15" J33 - J15 542.10 541.87 1.14% 20.24 LF 15 inch RCP STORM STRUCTURE TABLE STRUCTURE # TOP STRUCTURE HEIGHT DESCRIPTION K1 547.29 NCDOT ES-1 for 36 inch Pipe K3** 551.89 7.88' NCDOT 840.02 CONCRETE CATCH BASIN K5 ** 552.87 8.25' NCDOT 840.02 CONCRETE CATCH BASIN K7 ** 552.95 8.02' NCDOT 840.02 CONCRETE CATCH BASIN K9 ** 552.76 7.53' NCDOT 840.02 CONCRETE CATCH BASIN K11 ** 552.18 6.64' NCDOT 840.02 CONCRETE CATCH BASIN K13 ** 552.18 6.48' NCDOT 840.02 CONCRETE CATCH BASIN K15 ** 552.29 6.27' NCDOT 840.02 CONCRETE CATCH BASIN K17 ** 552.71 6.23' NCDOT 840.02 CONCRETE CATCH BASIN K19 ** 552.71 5.82' NCDOT 840.02 CONCRETE CATCH BASIN K21 ** 551.79 4.66' NCDOT 840.02 CONCRETE CATCH BASIN K23 551.42 4.09' NCDOT 840.02 DOUBLE CONCRETE CATCH BASIN K25 554.43 5.38' NCDOT 840.02 CONCRETE CATCH BASIN K27 554.43 4.48' NCDOT 840.02 CONCRETE CATCH BASIN K29 551.42 3.67' NCDOT 840.02 DOUBLE CONCRETE CATCH BASIN K31 ** 552.29 5.74' NCDOT 840.02 CONCRETE CATCH BASIN K33 ** 551.35 4.61' NCDOT 840.02 CONCRETE CATCH BASIN K35 ** 551.07 4.12' NCDOT 840.02 DOUBLE CONCRETE CATCH BASIN K37 554.18 5.38' NCDOT 840.02 CONCRETE CATCH BASIN K39 556.47 5.75' NCDOT 840.02 CONCRETE CATCH BASIN K41 556.47 5.16' NCDOT 840.02 CONCRETE CATCH BASIN K43 551.07 3.77' NCDOT 840.02 DOUBLE CONCRETE CATCH BASIN K45 ** 551.33 5.28' NCDOT 840.02 CONCRETE CATCH BASIN K47 550.54 4.16' NCDOT 840.02 DOUBLE CONCRETE CATCH BASIN K49 550.62 4.12' NCDOT 840.02 DOUBLE CONCRETE CATCH BASIN K51 551.68 4.88' NCDOT 840.02 CONCRETE CATCH BASIN K53 551.68 4.44' NCDOT 840.02 CONCRETE CATCH BASIN K55 552.61 4.67' NCDOT 840.02 CONCRETE CATCH BASIN K57 553.40 4.85' NCDOT 840.02 CONCRETE CATCH BASIN K59 554.74 4.98' NCDOT 840.02 CONCRETE CATCH BASIN STORM PIPE TABLE PIPE # DIA FROM - TO UPSTREAM INVERT DOWNSTREAM INVERT SLOPE LENGTH DESCRIPTION K2 36" K3 - K1 544.01 543.96 0.25% 19.83 LF 36 inch RCP K4 36" K5 - K3 544.62 544.10 0.51 % 102.78 LF 36 inch RCP K6 36" K7 - K5 544.93 544.72 0.54% 39.04 LF 36 inch RCP K8 36" K9 - K7 545.23 545.03 0.52% 38.80 LF 36 inch RCP K10 36" K11 - K9 545.54 545.33 0.52% 40.21 LF 36 inch RCP K12 36" K13 - K11 545.70 545.64 0.50% 12.00 LF 36 inch RCP K14 36" K15 - K13 546.02 545.80 0.56% 39.60 LF 36 inch RCP K16 24" K17 - K15 546.48 546.12 0.60% 60.00 LF 24 inch RCP K18 24" K19 - K17 546.89 546.75 0.64% 22.00 LF 24 inch RCP K20 24" K21 - K19 547.13 546.89 0.55% 43.85 LF 24 inch RCP K22 18" K23 - K21 547.33 547.13 0.52% 38.62 LF 18 inch RCP K24 15" K25 - K23 549.05 547.43 0.90% 180.34 LF 15 inch RCP K26 15" K27 - K25 549.95 549.70 1.14% 22.00 LF 15 inch RCP K28 15" K29 - K23 547.75 547.63 0.55% 22.00 LF 15 inch CLASS IV RCP K30 18" K31 - K15 546.55 546.40 0.68% 22.00 LF 18 inch RCP K32 18" K33 - K31 546.74 546.55 0.50% 38.18 LF 18 inch RCP K34 18" K35 - K33 546.95 546.74 0.55% 38.43 LF 18 inch RCP K36 15" K37 - K35 548.80 547.05 0.95% 184.58 LF 15 inch RCP K38 15" K39 - K37 550.72 548.90 1.71 % 106.24 LF 15 inch RCP K40 15" K41 - K39 551.31 550.82 2.04% 24.00 LF 15 inch RCP K42 15" K43 - K35 547.30 547.15 0.94% 16.00 LF 15 inch RCP K44 24" K45 - K11 546.05 545.85 0.53% 37.50 LF 24 inch RCP K46 24" K47 - K45 546.38 546.05 0.53% 61.99 LF 24 inch CLASS IV RCP K48 24" K49 - K47 546.50 546.38 0.55% 22.00 LF 24 inch CLASS IV RCP K50 18" K51 - K49 546.80 546.50 0.59% 50.94 LF 18 inch RCP K52 15" K53 - K51 547.24 547.05 0.79% 24.00 LF 15 inch RCP K54 15" K55 - K53 547.94 547.34 0.79% 76.02 LF 15 inch RCP K56 15" K57 - K55 548.55 548.04 0.79% 64.52 LF 15 inch RCP K58 15" K59 - K57 549.76 548.65 1.00% 110.57 LF 15 inch RCP STORM STRUCTURE TABLE STRUCTURE # TOP STRUCTURE HEIGHT DESCRIPTION M1 548.00 2.94' NCDOT ES-1 for 36 inch Pipe M3** 554.15 9.43' NCDOT 840.02 CONCRETE CATCH BASIN M5** 554.22 8.87' NCDOT 840.02 CONCRETE CATCH BASIN M7** 554.01 8.49' NCDOT 840.02 CONCRETE CATCH BASIN M9** 554.58 8.85' NCDOT 840.02 CONCRETE CATCH BASIN M11** 555.41 9.29' NCDOT 840.02 CONCRETE CATCH BASIN M13** 555.52 9.17' NCDOT 840.02 CONCRETE CATCH BASIN M15** 555.31 8.79' NCDOT 840.02 CONCRETE CATCH BASIN M17** 556.02 9.17' NCDOT 840.02 CONCRETE CATCH BASIN M19** 556.64 9.34' NCDOT 840.02 CONCRETE CATCH BASIN M21 ** 556.64 9.06' NCDOT 840.02 CONCRETE CATCH BASIN M23** 556.36 8.27' NCDOT 840.02 CONCRETE CATCH BASIN M25** 555.35 6.55' NCDOT 840.02 CONCRETE CATCH BASIN M27** 554.02 3.99' NCDOT 840.02 DOUBLE CONCRETE CATCH BASIN M29 554.82 4.02' NCDOT 840.02 CONCRETE CATCH BASIN M31 555.73 4.23' NCDOT 840.02 CONCRETE CATCH BASIN M33 555.93 4.10' NCDOT 840.02 CONCRETE CATCH BASIN M35 553.14 6.70' NCDOT 840.02 CONCRETE CATCH BASIN M37 552.31 5.01' NCDOT 840.02 DOUBLE CONCRETE CATCH BASIN M39 554.42 4.92' NCDOT 840.02 CONCRETE CATCH BASIN M41 555.41 8.76' NCDOT 840.02 CONCRETE CATCH BASIN M43 556.16 9.11' NCDOT 840.02 CONCRETE CATCH BASIN M45 556.14 8.29' NCDOT 840.02 CONCRETE CATCH BASIN M47 554.38 5.53' NCDOT 840.02 DOUBLE CONCRETE CATCH BASIN M49 555.60 5.38' NCDOT 840.02 CONCRETE CATCH BASIN M53 553.58 6.23' NCDOT 840.02 CONCRETE CATCH BASIN M55 552.16 3.96' NCDOT 840.02 CONCRETE CATCH BASIN M57 556.02 6.62' NCDOT 840.02 CONCRETE CATCH BASIN M59 556.32 8.67' NCDOT 840.02 CONCRETE CATCH BASIN M61 553.22 4.67' NCDOT 840.02 DOUBLE CONCRETE CATCH BASIN M63 553.22 4.07' NCDOT 840.02 DOUBLE CONCRETE CATCH BASIN M65 556.23 7.16' NCDOT 840.02 CONCRETE CATCH BASIN M67 557.34 7.44' NCDOT 840.02 CONCRETE CATCH BASIN M69 557.39 6.74' NCDOT 840.02 CONCRETE CATCH BASIN M71 554.51 2.94' NCDOT 840.02 DOUBLE CONCRETE CATCH BASIN M73 553.59 2.94' NCDOT 840.02 CONCRETE CATCH BASIN M75 554.02 3.79' NCDOT 840.02 DOUBLE CONCRETE CATCH BASIN M79 555.61 3.16' NCDOT 840.02 CONCRETE CATCH BASIN STORM PIPE TABLE PIPE # DIA FROM -TO UPSTREAM INVERT DOWNSTREAM INVERT SLOPE LENGTH DESCRIPTION M2 36" M3 - M1 544.72 544.67 0.21 % 25.64 LF 36 inch RCP M4 36" M5 - M3 545.35 544.81 0.52% 103.57 LF 36 inch RCP M6 30" M7 - M5 545.52 545.35 0.51 % 33.24 LF 30 inch RCP M8 30" M9 - M7 545.73 545.52 0.53% 39.48 LF 30 inch RCP M10 30" M11 - M9 546.12 545.73 0.62% 63.38 LF 30 inch RCP M12 30" M13 - M11 546.35 546.12 0.53% 43.33 LF 30 inch RCP M14 24" M15 - M13 546.52 546.35 0.72% 23.74 LF 24 inch RCP M16 24" M17 - M15 546.85 546.52 0.74% 44.81 LF 24 inch RCP M18 24" M19 - M17 547.30 546.85 0.80% 56.20 LF 24 inch RCP M20 24" M21 - M19 547.58 547.40 0.82% 22.00 LF 24 inch RCP M22 24" M23 - M21 548.09 547.68 1.09% 37.45 LF 24 inch RCP M24 24" M25 - M23 548.80 548.19 1.09% 55.86 LF 24 inch RCP M26 18" M27 - M25 550.03 549.40 0.60% 104.75 LF 18 inch RCP M28 15" M29 - M27 550.80 550.28 0.60% 86.56 LF 15 inch RCP M30 15" M31 - M29 551.50 550.90 0.80% 75.09 LF 15 inch RCP M32 15" M33 - M31 551.83 551.60 1.01 % 22.67 LF 15 inch RCP M34 18" M35 - M3 546.44 545.75 0.62% 111.29 LF 18 inch RCP M36 15" M37 - M35 547.30 546.54 0.73% 104.52 LF 15 inch RCP M38 15" M39 - M37 549.50 547.40 1.37% 152.74 LF 15 inch RCP M40 18" M41 - M11 546.65 546.55 0.83% 12.00 LF 18 inch RCP M42 18" M43 - M41 547.05 546.75 0.71 % 42.12 LF 18 inch RCP M44 18" M45 - M43 547.85 547.15 0.60% 116.73 LF 18 inch RCP M46 18" M47 - M45 548.85 547.95 0.55% 162.85 LF 18 inch RCP M48 15" M49 - M47 550.22 548.95 1.19% 107.09 LF 15 inch RCP M50 15" M79 - M49 552.45 552.33 0.55% 22.00 LF 15 inch CLASS IV RCP M52 15" M53 - M13 547.35 546.35 0.55% 181.88 LF 15 inch RCP M54 15" M55 - M53 548.20 547.45 0.52% 143.26 LF 15 inch RCP M56 15" M57 - M17 549.40 549.10 1.36% 22.00 LF 15 inch RCP M58 24" M59 - M19 547.65 547.40 0.63% 39.53 LF 24 inch RCP M60 24" M61 - M59 548.55 547.75 0.52% 155.22 LF 24 inch RCP M62 18" M63 - M61 549.15 549.05 0.63% 16.00 LF 18 inch RCP M64 15" M65 - M59 549.07 548.75 1.93% 16.54 LF 15 inch RCP M66 15" M67 - M65 549.90 549.30 1.60% 37.48 LF 15 inch RCP M68 15" M69 - M67 550.65 550.20 2.00% 22.49 LF 15 inch RCP M70 15" M71 - M47 551.57 551.45 0.55% 22.00 LF 15 inch CLASS IV RCP M72 15" M73 - M53 550.65 550.54 0.50% 22.00 LF 15 inch CLASS IV RCP M74 15" M75 - M27 550.23 550.13 0.63% 16.00 LF 15 inch RCP s 3r03F' . P1 iF 1`\►1�% %%% 2019 / / o E N O V N uj U z o ,E E w � --, = o L Q w U � DU -ip 0-' 1L O O �Ln 0-0 N - O � M Z Z Z �ou'o a a Qaj x w OO O OO Q U 0 o ~ a� o o 0 0 0 Ln M o Q Q Q w �� O O O U W W W J Cl- Q_ � O O � � J � W W W JM-i � Cl'- � w co N Q � U Ol 01 Ol 1L cn z ^' 0 0 0 w z w w N N N Q J ~ Q �"� w O ��z oo'- G O DATE 1L z 1211912018 U DRAWN BY A. DALE vi DESIGNED BY • o • (D 1. HORTON • 0 CHECKED BY "STRUCTURES REQUIRE INLET SHAPING. REFER TO SHEET C-720 FOR DETAIL. • ~ • • o C. TODD w w SCALE • U AS SHOWN a • z O in > 0 0 **STRUCTURES REQUIRE INLET SHAPING. REFER TO SHEET C-720 FOR DETAIL. N L!•) 0 l0 ,--I i U z uj J z Q Ll.l J V) ° 0 z v W Wiz== ,� � U J O O (,%) z z � LL WLu z p� cn NOTES: SOME STRUCTURES REQUIRE INLET SHAPING AS NOTED ON THE STORM STRUCTURE TABLE. REFER TO SHEET C-720 FOR DETAIL. Z 0 JOB NO. 41946 SHEET NO. C-403 STORM STRUCTURE TABLE STRUCTURE # TOP STRUCTURE HEIGHT DESCRIPTION L1 544.50 NCDOT ES-1 for 30 inch Pipe L3 548.97 6.65' NCDOT 840.02 DOUBLE CONCRETE CATCH BASIN L5 549.44 5.16' NCDOT 840.02 CONCRETE CATCH BASIN L7 550.44 4.64' NCDOT 840.02 CONCRETE CATCH BASIN L9 552.24 4.54' NCDOT 840.02 CONCRETE CATCH BASIN L11 549.47 6.07' NCDOT 840.02 CONCRETE CATCH BASIN L13 550.45 6.20' NCDOT 840.02 CONCRETE CATCH BASIN L15 551.35 6.75' NCDOT 840.52 PRECAST MANHOLE L17 552.09 6.69' NCDOT 840.52 PRECAST MANHOLE L19 551.79 5.89' NCDOT 840.02 CONCRETE CATCH BASIN L21 551.79 4.06' NCDOT 840.02 CONCRETE CATCH BASIN L23 551.70 3.78' NCDOT 840.02 CONCRETE CATCH BASIN L25 551.81 3.80' NCDOT 840.02 CONCRETE CATCH BASIN L27 551.25 3.02' NCDOT 840.02 DOUBLE CONCRETE CATCH BASIN L29 552.12 3.29' NCDOT 840.02 CONCRETE CATCH BASIN L31 551.25 5.35' NCDOT 840.02 DOUBLE CONCRETE CATCH BASIN STORM PIPE TABLE PIPE # DIA FROM - TO UPSTREAM INVERT DOWNSTREAM INVERT SLOPE LENGTH DESCRIPTION L2 24" L3 - L1 542.32 542.25 0.33% 21.02 LF 24 inch RCP L4 18" L5 - L3 544.28 543.22 1.07% 99.20 LF 18 inch RCP L6 15" L7 - L5 545.80 544.58 1.20% 101.36 LF 15 inch RCP L8 15" L9 - L7 547.70 545.90 1.00% 180.00 LF 15 inch RCP L10 24" L11 - L3 543.40 542.60 0.78% 102.15 LF 24 inch RCP L12 18" L13 - L11 544.25 543.50 0.75% 100.00 LF 18 inch RCP L14 18" L15 - L13 544.60 544.35 0.74% 33.79 LF 18 inch RCP L16 18" L17 - L15 545.40 544.70 0.78% 90.00 LF 18 inch RCP L18 18" L19 - L17 545.90 545.60 1.29% 23.31 LF 18 inch RCP L20 18" L21 - L19 547.73 547.60 0.57% 22.89 LF 18 inch RCP L22 18" L23 - L21 547.92 547.73 0.52% 36.79 LF 18 inch CLASS IV RCP L24 18" L25 - L23 548.01 547.92 0.51 % 17.58 LF 18 inch CLASS IV RCP L26 15" L27 - L25 548.23 548.01 0.51 % 43.01 LF 15 inch CLASS IV RCP L28 15" L29 - L27 548.83 548.23 0.51 % 117.69 LF 15 inch CLASS IV RCP L30 15" L31 - L17 545.90 545.50 0.51% 77.82 LF 15 inch RCP STORM STRUCTURE TABLE STRUCTURE # TOP STRUCTURE HEIGHT DESCRIPTION N1 551.75 3.21' NCDOT ES-1 for 24 inch Pipe N3 555.99 6.41' NCDOT 840.02 DOUBLE CONCRETE CATCH BASIN N5 556.71 6.46' NCDOT 840.02 CONCRETE CATCH BASIN N7 556.77 5.82' NCDOT 840.02 CONCRETE CATCH BASIN N9 557.03 5.90' NCDOT 840.02 CONCRETE CATCH BASIN N11 557.24 5.81' NCDOT 840.02 CONCRETE CATCH BASIN N13 557.69 5.74' NCDOT 840.02 CONCRETE CATCH BASIN N15 557.69 5.57' NCDOT 840.02 CONCRETE CATCH BASIN N17 557.22 4.87' NCDOT 840.02 CONCRETE CATCH BASIN N19 556.68 4.01' NCDOT 840.02 DOUBLE CONCRETE CATCH BASIN N21 557.32 4.36' NCDOT 840.02 CONCRETE CATCH BASIN N23 557.32 4.24' NCDOT 840.02 CONCRETE CATCH BASIN N25 557.65 4.28' NCDOT 840.02 CONCRETE CATCH BASIN N27 557.83 3.81' NCDOT 840.02 CONCRETE CATCH BASIN N29 557.83 3.69' NCDOT 840.02 CONCRETE CATCH BASIN N31 557.79 3.99' NCDOT 840.02 CONCRETE CATCH BASIN N33 557.79 3.52' NCDOT 840.02 CONCRETE CATCH BASIN N35 556.68 3.70' NCDOT 840.02 DOUBLE CONCRETE CATCH BASIN N37 557.65 3.57' NCDOT 840.02 CONCRETE CATCH BASIN STORM PIPE TABLE PIPE # DIA FROM - TO UPSTREAM INVERT DOWNSTREAM INVERT SLOPE LENGTH DESCRIPTION N2 24" N3 - N1 549.58 549.50 0.44% 19.00 LF 24 inch RCP N4 18" N5 - N3 550.25 549.65 0.72% 83.55 LF 18 inch RCP N6 18" N7 - N5 550.95 550.25 0.60% 117.52 LF 18 inch RCP N8 18" N9 - N7 551.13 551.05 0.67% 12.00 LF 18 inch RCP N10 18" N11 - N9 551.43 551.23 0.54% 36.75 LF 18 inch RCP N12 18" N13 - N11 551.95 551.53 0.64% 66.00 LF 18 inch RCP N14 15" N15 - N13 552.12 552.05 0.58% 12.00 LF 15 inch RCP N16 15" N17 - N15 552.35 552.12 0.63% 36.77 LF 15 inch RCP N18 15" N19 - N17 552.67 552.35 0.64% 50.30 LF 15 inch RCP N20 15" N21 - N19 552.96 552.67 0.55% 52.77 LF 15 inch RCP N22 15" N23 - N21 553.08 552.96 0.55% 22.00 LF 15 inch RCP N24 15" N25 - N23 553.37 553.08 0.66% 43.84 LF 15 inch RCP N26 15" N27 - N25 554.02 553.67 0.57% 61.00 LF 15 inch RCP N28 15" N29 - N27 554.14 554.02 0.55% 22.00 LF 15 inch RCP N30 15" N31 - N13 553.80 553.25 1.50% 36.77 LF 15 inch RCP N32 15" N33 - N31 554.27 554.15 0.55% 22.00 LF 15 inch CLASS IV RCP N34 15" N35 - N19 552.98 552.77 0.95% 22.00 LF 15 inch RCP N36 15" N37 - N25 554.08 553.95 0.59% 22.00 LF 15 inch CLASS IV RCP STORM STRUCTURE TABLE STRUCTURE # TOP STRUCTURE HEIGHT DESCRIPTION 01 544.82 NCDOT ES-1 for 36 inch Pipe 03** 550.36 8.61' NCDOT 840.02 CONCRETE CATCH BASIN 05** 550.61 8.34' NCDOT 840.02 CONCRETE CATCH BASIN 07** 550.99 8.52' NCDOT 840.02 CONCRETE CATCH BASIN 09** 551.47 8.64' NCDOT 840.02 CONCRETE CATCH BASIN 011 551.47 8.57' NCDOT 840.02 CONCRETE CATCH BASIN 013 551.26 8.16' NCDOT 840.02 DOUBLE CONCRETE CATCH BASIN 015 552.85 8.75' NCDOT 840.02 CONCRETE CATCH BASIN 017 553.50 8.56' NCDOT 840.02 CONCRETE CATCH BASIN 019 554.07 8.82' NCDOT 840.02 CONCRETE CATCH BASIN 021 554.66 9.15' NCDOT 840.02 CONCRETE CATCH BASIN 023 555.42 9.42' NCDOT 840.02 CONCRETE CATCH BASIN 025 555.42 9.14' NCDOT 840.02 CONCRETE CATCH BASIN 027 556.04 9.24' NCDOT 840.02 CONCRETE CATCH BASIN 029 556.54 9.39' NCDOT 840.02 CONCRETE CATCH BASIN 031 556.54 9.16' NCDOT 840.02 CONCRETE CATCH BASIN 033 556.88 9.10' NCDOT 840.02 CONCRETE CATCH BASIN 035 556.88 8.88' NCDOT 840.02 CONCRETE CATCH BASIN 037 550.27 5.77' NCDOT 840.02 DOUBLE CONCRETE CATCH BASIN 039 551.65 5.45' NCDOT 840.02 CONCRETE CATCH BASIN 041 552.70 5.69' NCDOT 840.02 CONCRETE CATCH BASIN 043 553.75 5.92' NCDOT 840.02 CONCRETE CATCH BASIN 045 551.71 8.69' NCDOT 840.02 CONCRETE CATCH BASIN 047 553.69 9.79' NCDOT 840.02 CONCRETE CATCH BASIN 049 554.57 10.07' NCDOT 840.02 CONCRETE CATCH BASIN 051 555.23 10.33' NCDOT 840.02 CONCRETE CATCH BASIN 053 555.90 10.60' NCDOT 840.02 CONCRETE CATCH BASIN 055 556.66 10.91' NCDOT 840.02 CONCRETE CATCH BASIN 057 556.85 10.85' NCDOT 840.02 CONCRETE CATCH BASIN 059 556.49 9.99' NCDOT 840.02 CONCRETE CATCH BASIN 061 556.06 8.31' NCDOT 840.02 CONCRETE CATCH BASIN 063 556.04 5.64' NCDOT 840.02 CONCRETE CATCH BASIN 065 551.71 8.31' NCDOT 840.02 CONCRETE CATCH BASIN 071 554.36 5.44' NCDOT 840.02 DOUBLE CONCRETE CATCH BASIN 073 554.36 5.66' NCDOT 840.02 DOUBLE CONCRETE CATCH BASIN 075 552.85 8.40' NCDOT 840.02 CONCRETE CATCH BASIN 077 554.66 8.81' NCDOT 840.02 CONCRETE CATCH BASIN 079 555.07 8.62' NCDOT 840.02 CONCRETE CATCH BASIN 081 554.60 7.30' NCDOT 840.02 DOUBLE CONCRETE CATCH BASIN 083 554.60 7.00' NCDOT 840.02 DOUBLE CONCRETE CATCH BASIN 085 553.74 9.24' NCDOT 840.02 CONCRETE CATCH BASIN 087 556.44 8.69' NCDOT 840.02 CONCRETE CATCH BASIN 089 551.26 7.98' NCDOT 840.02 DOUBLE CONCRETE CATCH BASIN "STRUCTURES REQUIRE INLET SHAPING. REFER TO SHEET C-720 FOR DETAIL.. STORM STRUCTURE TABLE STRUCTURE # TOP STRUCTURE HEIGHT DESCRIPTION P1 547.09 NCDOT ES-1 for 24 inch Pipe P3 552.28 6.76' NCDOT 840.02 CONCRETE CATCH BASIN P5 551.73 5.66' NCDOT 840.02 CONCRETE CATCH BASIN P7 551.33 4.93' NCDOT 840.02 DOUBLE CONCRETE CATCH BASIN P9 552.19 5.29' NCDOT 840.02 CONCRETE CATCH BASIN P11 553.44 6.06' NCDOT 840.02 CONCRETE CATCH BASIN P13 555.67 7.45' NCDOT 840.02 CONCRETE CATCH BASIN P15 557.71 8.71' NCDOT 840.02 CONCRETE CATCH BASIN P17 557.10 7.42' NCDOT 840.02 CONCRETE CATCH BASIN P19 556.56 6.66' NCDOT 840.02 CONCRETE CATCH BASIN P21 556.89 6.80' NCDOT 840.02 CONCRETE CATCH BASIN P23 556.34 5.59' NCDOT 840.02 CONCRETE CATCH BASIN P25 556.34 5.50' NCDOT 840.02 CONCRETE CATCH BASIN P27 555.57 4.47' NCDOT 840.02 DOUBLE CONCRETE CATCH BASIN P29 555.57 4.27' NCDOT 840.02 DOUBLE CONCRETE CATCH BASIN P31 556.47 5.12' NCDOT 840.02 CONCRETE CATCH BASIN P33 556.47 4.67' NCDOT 840.02 CONCRETE CATCH BASIN P35 555.66 5.18' NCDOT 840.02 CONCRETE CATCH BASIN P37 554.76 3.81' NCDOT 840.02 CONCRETE CATCH BASIN STORM PIPE TABLE PIPE # DIA FROM - TO UPSTREAM DOWNSTREAMINVERT INVERT SLOPE LENGTH DESCRIPTION 02 36" 03 - 01 541.75 541.49 0.21 % 126.55 LF 36 inch RCP 04 30" 05 - 03 542.27 542.20 0.58% 12.00 LF 30 inch RCP 06 30" 07 - 05 542.47 542.27 0.54% 36.77 LF 30 inch RCP 08 30" 09 - 07 542.83 542.47 0.55% 66.00 LF 30 inch RCP 010 18" 011 - 09 542.90 542.83 0.58% 12.00 LF DOUBLE 18 inch RCP 012 30" 013 - 011 543.10 542.90 0.52% 38.22 LF 30 inch RCP 014 30" 015 - 013 544.10 543.10 0.51 % 196.43 LF 30 inch RCP 016 24" 017 - 015 544.94 544.57 0.53% 70.12 LF 24 inch RCP 018 24" 019 - 017 545.25 544.94 0.51 % 61.28 LF 24 inch RCP 020 24" 021 - 019 545.51 545.25 0.52% 49.91 LF 24 inch RCP 022 18" 023 - 021 546.00 545.60 0.51 % 78.85 LF 18 inch RCP 024 15" 025 - 023 546.28 546.15 0.59% 22.00 LF 15 inch RCP 026 15" 027 - 025 546.80 546.38 0.57% 74.00 LF 15 inch RCP 028 15" 029 - 027 547.15 546.90 0.57% 43.84 LF 15 inch RCP 030 15" 031 - 029 547.38 547.25 0.59% 22.00 LF 15 inch RCP 032 15" 033 - 031 547.78 547.48 0.68% 43.84 LF 15 inch RCP 034 15" 035 - 033 548.00 547.88 0.55% 22.00 LF 15 inch RCP 036 18" 037 - 03 544.50 544.10 1.24% 32.27 LF 18 inch RCP 038 15" 039 - 037 546.20 544.80 1.01 % 139.30 LF 15 inch RCP 040 15" 041 - 039 547.01 546.30 1.00% 71.09 LF 15 inch RCP 042 15" 043 - 041 547.82 547.11 1.00% 71.30 LF 15 inch RCP 044 30" 045 - 09 543.02 542.83 0.52% 36.81 LF 30 inch RCP 046 24" 047 - 045 543.90 543.02 0.51 % 171.42 LF 24 inch RCP 048 24" 049 - 047 544.50 544.10 0.53% 75.30 LF 24 inch RCP 050 24" 051 - 049 544.90 544.60 0.52% 57.41 LF 24 inch RCP 052 24" 053 - 051 545.30 545.00 0.53% 56.52 LF 24 inch RCP 054 24" 055 - 053 545.75 545.40 0.53% 65.49 LF 24 inch RCP 056 24" 057 - 055 546.00 545.85 0.57% 26.49 LF 24 inch RCP 058 24" 059 - 057 546.50 546.30 0.52% 38.75 LF 24 inch RCP 060 18" 061 - 059 547.75 547.00 0.60% 124.98 LF 18 inch RCP 062 15" 063 - 061 550.40 550.10 1.86% 16.09 LF 15 inch RCP 064 15" 065 - 045 543.40 543.22 0.82% 21.94 LF 15 inch RCP 070 18" 071 - 073 548.92 548.80 0.75% 16.00 LF 18 inch RCP 072 18" 073 - 061 548.70 547.85 0.55% 153.55 LF 18 inch RCP 074 15" 075 - 015 544.45 544.30 0.68% 22.00 LF 15 inch RCP 076 15" 077 - 021 545.85 545.61 1.09% 22.00 LF 15 inch RCP 078 15" 079 - 077 546.45 545.95 1.27% 39.38 LF 15 inch RCP 080 15" 081 - 079 547.30 546.55 1.19% 63.09 LF 15 inch RCP 082 15" 083 - 081 547.60 547.40 1.25% 16.00 LF 15 inch RCP 084 15" 085 - 047 544.50 544.35 0.67% 22.28 LF 15 inch RCP 086 15" 087 - 059 547.75 547.50 1.56% 16.00 LF 15 inch RCP 088 18" 089 - 013 543.28 543.12 0.73% 21.97 LF 18 inch RCP STORM PIPE TABLE PIPE # DIA FROM - TO UPSTREAM DOWNSTREAMINVERT INVERT SLOPE LENGTH DESCRIPTION P2 24" P3 - P1 545.52 544.84 0.36% 186.33 LF 24 inch RCP P4 24" P5 - P3 546.07 545.78 0.52% 55.75 LF 24 inch RCP P6 24" P7 - P5 546.40 546.07 0.51 % 64.49 LF 24 inch RCP P8 24" P9 - P7 546.90 546.40 0.53% 94.15 LF 24 inch RCP P10 24" P11 _P9 547.38 546.90 0.51 % 94.15 LF 24 inch RCP P12 24" P13 - P11 548.22 547.38 0.51 % 165.19 LF 24 inch RCP P14 24" P15 - P13 549.00 548.22 0.51 % 152.85 LF 24 inch RCP P16 24" P17 - P15 549.68 549.00 0.51 % 133.15 LF 24 inch RCP P18 24" P19 - P17 549.90 549.68 0.51 % 42.74 LF 24 inch RCP P20 24" P21 - P19 550.09 550.00 0.56% 16.00 LF 24 inch RCP P22 24" P23 - P21 550.75 550.09 0.54% 121.71 LF 24 inch RCP P24 18" P25 - P23 550.84 550.75 0.56% 16.00 LF 18 inch RCP P26 15" P27 - P25 551.10 550.84 0.60% 43.40 LF 15 inch RCP P28 15" P29 - P27 551.30 551.10 0.91 % 22.00 LF 15 inch RCP P30 15" P31 - P23 551.35 550.95 1.06% 37.81 LF 15 inch RCP P32 15" P33 - P31 551.80 551.45 1.59% 22.00 LF 15 inch RCP P34 15" P35 - P19 550.48 550.00 0.52% 91.04 LF 15 inch RCP P36 15" P37 - P35 550.95 550.48 0.52% 91.04 LF 15 inch RCP STORM STRUCTURE TABLE STRUCTURE # TOP STRUCTURE HEIGHT DESCRIPTION Q1 548.69 NCDOT ES-1 for 18 inch Pipe Q3 553.64 6.21' NCDOT 840.02 DOUBLE CONCRETE CATCH BASIN Q5 554.38 5.13' NCDOT 840.02 CONCRETE CATCH BASIN Q7 555.39 4.69' NCDOT 840.02 CONCRETE CATCH BASIN STORM PIPE TABLE PIPE # DIA FROM -TO UPSTREAM DOWNSTREAMINVERT INVERT SLOPE LENGTH DESCRIPTION Q2 15" Q3 - Q1 547.43 547.25 0.85% 21.21 LF 15 inch RCP Q4 15" Q5 - Q3 549.25 548.00 2.01 % 62.16 LF 15 inch RCP Q6 15" Q7 - Q5 550.70 549.50 1.99% 60.25 LF 15 inch RCP STORM STRUCTURE TABLE STORM PIPE TABLE STRUCTURE # TOP STRUCTURE HEIGHT DESCRIPTION PIPE # DIA FROM - TO UPSTREAM INVERT DOWNSTREAM INVERT SLOPE LENGTH DESCRIPTION R1 548.44 NCDOT ES-1 for 15 inch Pipe R2 15" R3 - R1 547.39 547.32 0.53% 13.19 LF 15 inch RCP R3 551.48 4.09' NCDOT 840.02 CONCRETE CATCH BASIN R4 15" R5 - R3 547.70 547.40 0.50% 60.00 LF 15 inch CLASS IV RCP R5 550.88 3.18' NCDOT 840.02 CONCRETE CATCH BASIN STORM STRUCTURE TABLE STORM PIPE TABLE STRUCTURE # TOP STRUCTURE HEIGHT DESCRIPTION PIPE # DIA FROM - TO UPSTREAM INVERT DOWNSTREAM INVERT SLOPE LENGTH DESCRIPTION S1 550.94 NCDOT 838.80 CONCRETE ENDWALL S2 42" S3 - S1 543.00 542.65 0.52% 67.51 LF 42 inch RCP S1A 550.90 NCDOT 838.80 CONCRETE ENDWALL S2A 42" S3A - S1A 543.00 542.65 0.53% 65.84 LF 42 inch RCP S1 B 550.96 NCDOT 838.80 CONCRETE ENDWALL S213 42" S313 - S1 B 543.00 542.65 0.53% 65.79 LF 42 inch RCP S3 551.42 NCDOT 838.80 CONCRETE ENDWALL S3A 551.35 NCDOT 838.80 CONCRETE ENDWALL S3B 551.51 NCDOT 838.80 CONCRETE ENDWALL o E N O 00u N U C z o ,E w � E = o L Q W U DU-ip o LL o o^ �Ln a ui 71 C70�o z J } 1\ �Q xx af u- U -0 o M 0 W I'D _ �C� ~ � N O o ��.o LnCD Mo w O J W 1-1 �� U J J O J � J ~ w 00 1Y N Q I_ U 1L cn z 11wzw J - J za :i� ;� '-' w ova oc O 1L z a oc U U) 0 O W W W a OU O OU w OO O O > U U U Q W W W Cl- Q_ Cl- W W W rn rn rn 0 0 0 Lu r Q DATE 1211912018 DRAWN BY A. DALE DESIGNED BY 1. HORTON CHECKED BY C. TODD SCALE AS SHOWN N Ln l0 i U z J z Q LU J ) � U0 z v W uz== U J O O (%) z z LL > 0"I W Lu �F--- cn 0 0 z 0�1 JOB NO. 41946 SHEET NO. C-404 L L U U, 75 a N 0 c 0 a 0 a 3 7 0 Q 0 0 v U U U) 0 m c� T LL c U) 72 0 U rn V 0 co L \ \ I 1 I LOT 54 Lo 1 / 00 z1 I I / \`\ \�\ �� \ l �\\ v ,\ \—,\ \\ I B43 hNN _ I 5 U Lu LOT 56 \ \ \ \ \ \ \ PR0f2ERTY G U) \\ II , I / / ��\ /� \� \ `�\ LINE MB42Pr- 757 y\ CAR��'�, ES S 3 03 - .,��.TOP H ER , TI7-�///uuuu'" 10/31/2019 LEGEND 700 MINOR CONTOURS 700 MAJOR CONTOURS \ - fI' II • I , I I , I I L _l `\`\`\ I ,/ \ \\ \\\� \ ss\ \ \ \` \l I'illllil111 '�� % I► 13 PROP INLET IMATCHLINE SHEET C406 I - - - - \ \\ ` '\ \ / LOT57 \ \ \` \ s� � l /\ 558 \ 1\'I'IIIII 111'�I 1 �� J / �� /� ter/ T� B45 \ \I\ \ I I ; I 1 I� 13 SLAB TOP INLET --- ) I % // / r / //`\ \ \ \ `� �\ ssF\ \ �,j \ \\ ►I 11111�III (IIII" ' ❑O CURB INLET 7 \ `<s \ � \A,, �� , 1 III I I \ 1 DOUBLE CURB INLET I I \ \ I If I LOT58 MB 42 PG 757 LOT\60 EXISTING RIDGELY �1 SUBDIVISION LOT61 A5 / f LOT 62 \ ` MB. 42, PG. 33 / "� LOT 63 I / 5' STRIP COMMON OPEN SPACE ,/ 1% l / LOT 64 > \ LOT 65 / ( / / 11 �1 LOT 66- 1 CONTRACTOR TO MIN. V i / 2.00% SLOPE ON DITCH LOT68 � 1 � LOT 69 u M / CONTRACTOR TO EXTEND EXISTING A , A PIPE 10.5' TO PROPOS D HEADWALL — � / / \ \ I 1 / / I 1 — _ — / / • (NCDOT STANDARD D�AWING 838.01) (MAINTAIN EXISTING PIPE SLOPE) r\ TIE TO EXISTING SIDEWALK TIE O EXISTING f ( I \\ \ / \ S/ �g / 1 CRANFORD DRIVE 6OT2 LOT � �A\ ss \ \ `� ✓ Q !� TIE TOUISTING / I SIDEWALK l 1 ✓ I /i 1 \ I 1 SSS co it it — — — � e4� ■ ,/ 1� \cam/ \ \ \ I l �If( / \\ till''' 1 II'Ij\\ I \1 \1 I fl Qo STORM PIPE )' 7 III1111, STORM MANHOLE LEXISTING 60'FORCE I 111 I1 I , I I I I MAIN SANITARY III SEWER EASEME T I I I I IIII I r ,700 SPOT ELEVATION \ \ \ \ I f� rI I / / \ i �\ \ \ O'Li \ I I I,�I� IIII I I I I FFE: 700.00 FINISHED FLOOR `s if I I I I I' I I I I I I ELEVATION FGE: 700.00 FINISHED GARAGE ELEVATION FM-w(I III 1 I I I I , I A11 \\ \/ \ / f I I I i I i I I i I I IIIII I I I PE: 700.00 PAD ELEVATION IIIIIII I� �I IIIII f11 EXISTING 60' \ ll I I I I I I I FPE: 700.00 FLOOD PROTECTION CHARLOTTE WATER \ I I IIIII+III IIIII I I 1 1 ELEVATION SANITARY A IITAR SEWER I I I II I I II I I I( J I I I I (I I I ENT FLARED END 1 ��6 - - \ / 'O I I III I I I I ►IIIII 0 SECTION W/ RIP RAP AllQ ----- I'�1'fII�II�/ IIIII ,,I� APRON 1 \ /•5y1 \ �� ` 11 IIIIIIIII` 'I''I+III OUTLET CONTROL / , I , \\\ 1, ► II'I'I I +' I i TI' ;III 1 r� STRUCTURE 1 , / � \ � � \\IIIII III ► f � I I/� / / / / 9 I I ' ( I I I1111,11 1 v 1 IIIII I f 10 1 III I I i I I ► I I 'll�ll I I I \� I I I/ fi r' I / I 0OR'TIO(N OF EXISTING I I 'IIIII (I IIIII + I I I WE'TDS TO REMAIN 1 IIII I III I I I I 1 l liIIII I IIIII /II IIIII/,l �I I 11IIIIIIII III/I/I,l' 1'/ 1 I-- 557- )111''I I I/ r 1 111 I I ( if I I I I I I II I 1 1 li IIII 1 ))Ill Ifl/1// //,1 / 1 PROPO\SED TREE II i I \ / / �fll111(I i III LINE, PII I i 1 I ! I a� 010, l l / I I l PINOPERTI/ 1 r ( \ / 1 li h /' IIIII/ / 1 I I Ill I , I f/ it IIIIIINIF /IIII I I I I,fi� / \TRUSTEIkS OF SOUTH / it// I I I If 1 r f 11 COAPREGATI,ON OF JEHOVAH'S / 11 I i l I I / /IIIIIII ' I ��73 ,l I�'f II1''//t1 DB30017P / ( PID # 2050'1107 1Jill, I' Ill I I I f//�/ \ / ) / 1 IIIIIl I l I l l 1'r, f/ f till I I \ 1 ,,1/III / 1 IIIllrlllll/ // I r / IIIII( /It 1\ Irl III►l , / \\ 8 J fill I//I 1 / � � �� 'II�I'f'� I I► \�' / /fIIIII� dill/ 1 \ / /I II I I I I/ '1/,/ IT I / '(I'll( 1 II/ll, ' IT 11 1) I , I I l,) I /' it �'l l' dill, / if I I I I' f I I I I TOWN OF DAD#21 co I/I / It 11►►►, , IN (iI11 1 // Ill/ 1l f l I \ SCALE 1 "=40' „I f / r I 0 40' 80' I IIII 5y6 I ,I II �'1 I I /IIIIII 1►I'i0 ' 1 J 11//'III ( I i I 0 IIII I f l l I 1( I - -1 111 o- I Jl'1/l�' f I/ l I I 1 �� • a (�'I 1. CONTRACTOR IS FULLY RESPONSIBLE 1FOR CONTACTING APPROPRIATE PARTIES AND ASSURING THAT EXISTING UTILITIES ARE LOCATED PRIOR TO CONSTRUCTION. 2. CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADES USING 1 ( / If / / , I / ' I \ �i� FLAG MEN, ETC. AS NECESSARY TO INSURE SAFETY TO THE i� �i� / PUBLIC. i 3. ALL PAVEMENT CUTS, CONCRETE OR ASPHALT, ARE TO BE REPLACED ACCORDING TO STANDARDS OF THE NORTH DEPARTMENT OFTLINA TRANSPORTATION AND TOWN OFF PINEVILLE UTILITIES SPECIFICATIONS. 4. SHORING WILL BE ACCORDING TO OSHA TRENCHING STANDARDS PART 1926 SUBPART P, OR AS AMENDED. o ;_ N O CO U N N U o z E a) E Lu = o a w v Lu QcLL o0 a O N W i n d � M O Ln cl F, �a w<x � = c j LL -0 0 N ko _ co ~ � N 0 CD .>—� 4In � Inn w O J w U J J O JH,-i w w LL Lnn z 0�1 O U U U w O0 0 u u u Lu Z Z Z Q Q Q O OO O aaa Q Www „ CE CE CE rn rn rn O O O Lu 00� DATE 1211912018 DRAWN BY A. DALE DESIGNED BY J. HORTON CHECKED BY C. TODD SCALE AS SHOWN U) l0 1 U 0 a z z z W J cn �QQ z u a Uz�(D ooz z Z I --I two -jV);� J Q W z Q a U � 0 JOB NO. 41946 SHEET NO. C-405 3.71 ' S FGE=555.45 71 ' 80 79 78 77 76 75 74 73 72 PE=560.39' \ 69 \ PE=555.70' 70 cp \ 38 3 383 / FFE=555.43 81 \ I I I I I FFE=56 2 ` ■ ` \\ I I J / I// 1 I \ t `�Nnumq�r��' / GE=554.84 \ I FGE=560.54 \ \ \` FFE=563.3# 'L �j N •C qR0 ' E=555.09' FGE=563.37J \ \ I I - / •.• \ 82 `\ 9E=560.79' / \ \ M H I N E SHEET F • •. ' D27 I ` I I I I // PE-5// ` \ \ ` o •Ess/ 9 V FGE=554.23 / ``J60 �FE=562. s/ I I \ ( I \ PE=554.48' \ ` \\/ \ 555 � - , 3U.034'�75 FFE=561.� FGE=562.93 I I I I r L - - - FGE=560.54 _ i I \ \ 1 �• PE=561.37' / / ISTORM DRAINAGEENOREE DRIVE � ` PE-562�9' � \II I I is '• N•j ; � =554.08 _ --- -4--EASEMENT- - -- ---- / \ I I III I I 1 I I \ iipHER %% 64 (22' R/W) �_ s /`�i��3.5/ / / G31 \ I ( IIIII I / / / 1 �iLL�rr►� 10/31/2019 I I r PE=553.75' \ \ - - - - `� \ \` FFE=562.70 1 / 84 \ �/ / 3 I 557 `\ / I FGE=562.70 36 ` ` I 1 IIIIIII III 1 1 I / FFE=562.02 \` \ PE=562.37I II ( ( III 1 / I I I \ 67 FGE=560.35 \ \ I III I I' I I / LEGEND o PE=561.69 \ \ ► II 562 , I \\ \III I I I III 700 MINOR CONTOURS o 0 FFE=553.57 \ \ , / I I I \ ` / ` ✓ I - 35 \ ,IIIII I I I i )I rj �I \ \ FFE=562.60 I I ( I _ _ 700 MAJOR CONTOURS / FGE=553.57 i 94 93 ti 92 Lo orn 91 90 iT 89 88 Ln 87 86 I / 1 I I III I ;_ � uLn ,n a» \ � FGE=562.02 N I I PE=553.24' D5 Q - Lo I in uLO - Ln Ln0 to \ 1 ' co I 1 1 1 1 1 I I 1 1 f f Lu � E STORM Lo Lo �s� Loo PE=562.27" ,n / I I 85 DRAINAGE ® 8 i M COS O I I I I X-CS FFE=562.02 I C53IIII / ® PROP INLET = O FFE-557.59 FFE=5581 FFE=558.71 FFE=559.7 I FFE=560.5 FFE=560.39 FE=560.45l 1 I I III ( H L 9 FFE=560.14 FE=560 59 .14± AC. FGE=560.35 1„ I I I I EASEMENT i tr) 0.19±AC FGE=556.42 FGE=557.0 FGE=55 .5 FGE=558.0 FGE=559.3 GE=559.5 GE=560.45 66 FGE=558.47 GE=558.92 \ PE=561.69 C61 \ 1 I ) it / a Lu v 8 D59 STORM PE=557.25' I PE=557.8�' PE=558.40' I PE=559.37 I PE=560.19' I PE=560.05 PE=560.12' STORM I I I III (I I I 1 p SLAB TOP INLET DRAINAGE J I PE=559.80 PE=560.26 C45 \ ) f! 1 ` DRAINAGE N I 1 1 111) 1 �Luc � -1O _ J _ J � C59 0 \ IIII I , LL o ^o EASEMENT I I I I I EASEMENT I C51 I C 2 FFE=562.35 o LLB _ I I I I I I I 11` ❑O CURB INLET a O 4 cn cn cn I I I I I a Ln Z / \ 43 560 FGE=561.77 34 uoj co 25' BUFFIFR\ IIII I IIII � Lu 2 O 1 D55 4 I C 14 \ 559 PE=562.02' ' I \\ ! I I I I / I I// a Ei a W W W \ I I) I I I l l f i I Om DOUBLE CURB INLET U O V) \\I IIII \ 1 (III z��X UOOO 560 I IIIIIII / IIII 111 STORM PIPE Q = L; - w U u U oll I I� /� I (� � V cn D52 i i - \ co 1 r\ I I I 0 a CD I, C85 �,. C87 EMMETT DRIVE � C41 o C47 � C48 C49 I - m I � ,�, �I I I I TI I ( I / � � o z Z Z Z -- _-- _ _ --_ _ _ _- _ c4 _-_ L LRESIDENTIAL COLLECTOR_ _ _-_ _-- - - - -- _ _-_L_- --_ _ --_ _ _ __ / _ EMMETT 357 _ I �o ^ \ I IIII I °' `o O C35 C37 U SS r STA 10+00 TO 34+52.53) C3� U U - (18' R `r' I `� \l 111 I I 1 1 III (I o 70o STORM MANHOLE o un (60' R/W C89 - - m- °" I - 11 IIII (I ( '� SPOT ELEVATION ; O O O C36 ■ C38 ■ m I \I )IIIIIII \ I I I w O _ I Cco zzz - - - - � - - - - - - C91 559 , I \ I � I I I FFE: 700.00 FINISHED FLOOR ,�, I� Q Q Q STORM DRAINAGE t✓ 2 / �5�j - - - - - I - 33 I I \ \ l I I 1 I I I 1 / r � r -� `� \ J\ \ I I'� I I I I\ 1 I ELEVATION o� Z Z Z FFE C25 EASEMENT C31 \ I 1 559 T I 558 I 558 I ' FGE=559.85 ; v \ 1 I I IIII -r-' IIII 1\ ( FGE: 700.00 FINISHED GARAGE O OO O 559 I cb \ ( !IIIII ,,� _ I I PE=560.1O� 1 I ��, (, I (I I IIII / ELEVATION J a 560- I I I I I I STORM DRAIN,1j% I I I I I - FFE=556.10 FFE=556.68 u� FFE- 57.38 FFE=557.83 �� FFE=558.41 FFE=558.98 ' ' FGE=555.52 I FGE=556.09 uu� FGE=5 .791 I FGE=557.25 u� GE=557.821 I FGE=558.40 I FFE=559.56 I FFE=560.12 I FFE=560.4 I FFE=560.4 I FE=560.78 I FFE=560.26 EASEMENT ► Jill, O O O I I � I I I FFE=559.71 I I I FFE=559.37 I FFE=559.47 I FFE=559.84 I FE=560.44 I FFE=560.44 I ss C63 I I) I I III I I I 1I PE: 700.00 PAD ELEVATION uj W W W 0r / PE=558.07 PE=558.65' FGE=558.97 FGE=559.54 FGE=559.8 FGE=559.8 GE=559.62 FGE=559.10 d I / I \ / / / PE=555.77' I PE=556.34' uu� PE=557. 4' PE=557.50' FGE=558.54 FGE=558.2 FGE=558.31 FGE=558.68 GE=559.28 FGE=559.2 , eS I I I 1 PE=559.22' I PE=559.79' PE=560.10' PE=560.10' PE=560.45' PE=559.93' PE=559.37' PE=559.03' PE=559.14' P 559.51' PE=560.11' PE=560.11' o FFE=560.43 ' ' III III 1(1 I O j j j ' ' / I 32 co I I I II / I FPE: 700.00 FLOOD PROTECTION J � W LLW W ' \ 1 2 3 I 4 5 00 I 6 7 m I 8 9 10 11 I 12 13 I 14 rn 15 I 16 17 18 Lo FGE=559.85 I PROPOSEd �' / ro Lo , "' i BLACK CHAIf� I I IIII I ► I I I I ELEVATION , ; ' COS LINK FENC ) I I IIII 11 1 II 11 Lu rn rn rn PE=560.10' o-•i w B7 Lo III (III I ' I ( I I FLARED END U. U) z . . . 0.31±AC. \ C 3 I I ►,IIII' 0 W O O O I I I I I I 71 I I SECTION W/ RIP RAP z_ w r, N N FFE=560.06 I ' 1 ( (/ Q O O - L L L L L L L L L L I- L - I \ PROPERTY I I APRON O g J Q O N M ' I I I I 31 I o II 1111 II11111 _ \ 558 S B7 FGE=559.48 0 1 / I ,Zy o > O \ \ \ S / PE=559.73' Lo I I I I I row to cp O I I I I (/ ! I I I I I I I I' I I ■ OUTLET CONTROL c, I o o \ / A" If \ ` - 's� _ 555 l� 557 _ 558 _ 69 III 1 I I ( I (I I I I 1 \\ \ STRUCTURE DATE m ■ - - Lo \ � IIIIIII I I( //I I( O 2- --- - - - - --- 5 _ BENE $LIR/VTVREET - --- g - --� - --- B27 - - 2$ - - - 55� - - - -� I I / 1 1\ I I IIII I I I (IIII (�\ \ 1 1///' , z k2iB o m B6 i h / \ III I I I I 12/19/2018 / - - - - - - - - - - - - - m I 00 I FFE=559.69 30 co h \ / I I I 1 1 III \ I 1 \ a i FGE=559.11 L0 556 I Lo I I \ / 11 IIII I IIII ► /) \ / 11' \ \ / \ \ I ,555;-- - 557 -- - ---- - ----557558 60 u� ,� / /1\ v DRAWN BY �� I �i i PE=559.36' I 111 III ( 1 1 III I I/ v 558 559- _ I PROPOSED \11III11 I �I1111 \� J I \\ \ \ \ \ A. DALE / / \,^� ^ I I TREE LINE TYP 1 \ \ / cn �9 �4j� \ ) / I \\ �y6� ItrPROPOSED�TREE ST RM DRAINAGE i T 1f 1 I I I 9 8 8 w ( 1 I III _ �r I DESIGNED BY i \ \ EASEMENT B31 DROA NA 11 FGE=558.56 66 I _ a,� ! ' (III 1) I 1 1 1 I I \ \ 1 11 ' • _ ' FFE=559.32 JI 1111111111I II7/ \ I O \ / - EASEMENT PE=558.22' 29 \ I LINE, TYP. COS I I B6 FGE-558.74 I Z 1 / 1 ) I I / 1 ► I ► I l 1 I 1 1\ • U J. HORTON �\ / \ \ I / I PE=558.99' olv Lo , - ¢i I I 1111 (III )IIIIII \ - • 0 CHECKED BY \ sh ® \ .c \ ' SS>\ '� FFE�§58.56 I I \ \ ' �\ EXISTING I 20 I I - i EXISTINGI I I 1 ( II - _ • 41 I I I II / \ \i Lu C. TODD y EXISTING 60' CHARLOTTE \ � - y u� FGE=557.97 NORFOL j11111 1 I I 1 I 11 rI_ , (' > WATER SANITARY SEWER \ ` / � / I PE=558�2' fjFFE-558.95 28 \ / \ \ \ , WETLANDS EASEMENT / \ I • SCALE / T• SSQ/ �( \ \ \ \ I I L If FGE=558.2' / RAILROAD III 1 I IIIIII 1 \ \ l ) I _ � u� SOUTHE 1 J 1 w \ \ / EXISTING 60' CHARLO�E ( I 558 \ I I I PE=558.62' i n I 1 \ W TER FORCE MAIN SANITA Y \ 1 / I - - - - D .�� - I OF WAY /�' ') I , I I I I i I I \ \ / \ 1 1 1 • Q AS SHOWN \ \ \ I 1 .� O / \ \ SEWER E SEMENT , i \ I hL -�557� h t I ) z /\ \ \ \ \ ��'Li 1 FFE=558.86 �pl� I I I \ I IIIII'' ! (\I i I I I III / / • p 21 FGE=557.70 011 - I I \ IIII / \ / \ \ ► \\\/iii ` \ I Lu I 0 - FFE=558.94 III I I 1 I > o \ _ I 1` _ Lu PE 558.53' O a v _ 27 / ) III III ► I I I / 1 / \ LL �I� I FGE=558.36 z 1 ) II I 1 I - - - - a wI� LPE=558.61' I I 1 II ( 1 \ / 0 ,\ , Q'°r U0N B85 I 1►I IIIII I/ /IIII 1\ I I / O \ / EXISTING 57 CHARLOTTE II 1 \ \ I �w�l<� \ WATER FORCE MAIN l \ \ ` - _ - , \ `\ a I FFE=559.23 I� \ / SANITARY SEWER \ r - \ \ \ - �� , ' B33 22 FGE=557.57 I i L\ I ' \\\� 1 \ J 11/ EASEMENT \ _ \ 1 Al\\ i 8 PE=558.90 FFE=559.31 I I \ \\I1 I \ (1111 / \ `, \\ \ I I I 26 I N I 11j11 1 1 1 11 11 EE 558 985 , I I I 1 I I f //////1 I ) I / I IIIII II L I a» T I IIIIIII 1 II (I 1 /( i//� / ^ / ` \ \ \\ I \ ��-s ss8 \ I I ■ - - Lo LL�'ODCL FFE=559.54 - _ 23 - I1111 it FGE=557.88 / Lo I PE=559.21 I I I / I I / \ \ \ 1 11111I 1 I I ( 1 I I \Lo /) ) LOT 47 I II (I I ) I I I I I r I �� FFE=559.31 � B 31 I I I J 1(I I I I ( II/ ) 11 � I 1 FGE=558.14 25 1 I 1111 1 1 I 1 1 111 1 / \ 1 ' \ \ FFE=559.55 \ PE=558.98' I 1111 I) I ► I/ 1 / - I \ r/ o 0 011111111111 II IIIII \ 1�\/I� N 24 FGE=558.38 i ) - , 1 IIII ) I I / / ( U ) ( LOT 48 ) - \ \ \ \ �'� \ \ 1 L`nn PE=559.22' I �\ I I IIIII I , 1 it l0 \ ► � \ \ I \� 1 ,II ( --'\ \\I�\ \\�� \\%`/ �- \ \ � I I(11III, II I111111I1 \ I II IlN I I I I I, \ I l 00 I \I \ \ / /' LOT49 // / \�� \\ \� \\ \ \\\ w 3 - 1 11 \ \ \ \ \ \ MB. 47, PG. 601 ( ( LOT50 1 \ All \ 1 LOT51 COS \ I \ I MB. 47, PG. 607 \ \ \ \ \ \ ^ \ / \ " I SOT 52 I\,r\\ MB. 43,IPG. 167 \ \ / LOT53 \ 1 I \ \ \ oo yj I LOT55 Lu >/' LOT 56 \ \ \ \ \ \ PRORERTY \LINE MB. 42, PG. 757 \ \ \ \ \ \ \ \ \ \ \ \ LOT57 -- _--__----�IbIjkT-CHLI 1E-SHEET C405 ` \ \o - - / 1 111111111 O IIII fit ---w-� - -- ' B79 _;;'IIIII I it I I 11j11�11 �I``t, 0 Q �I111IIIIIII II IIIIII i� Z z z 5g 1/� I 1 11 IIII II !IIIII I �� /�1 J 5 � / �1'111111111 ll III �� W < O Q iI IIIIIIiII/I'I I ,r � I e'' z U Lu B41 CO STORM DRAINAGE = Ja (II I IIIII I IIII/ / / J O O z B I- ill E�EME-� I I I I IIIII I I I I I I� I(I II ( 1 i z I -I I I I I I 11 / I j11I I Q LLI 0 ' / I r I �'11111I111 I I ! I hill I z J Q J I I II 11 I I 11 IIII I J �--� J - I ;►'I;►I I' I I (11'' '1 I I j rr�nn Q m I .Lo / \ r �,►;� IO I, W d V ' J / \ IIIIII III I / /)II IIII I' 'i IIII I U 'i 1II1) I 1111 I I I _ Ii I r\ 11111 IIII i % I'll I O J, f IIII I I 1 I / � ' z Lo Lo ' // / \\ Jill 11 '1 1 I I B43 00 h g�I \1 I',Ij1111111! \�II1111111 I Z Lo / i�5y ( 11�111111 I / II(III 1 I �i �\ \ 1 11111111 I I1j11 \ I II'111itI , \\\''tillIII /I I SCALE 1"=40' I111 III ) i \ / I I I \ I I now 0 40' 80' l 558'\/ / 1(111i(11 II(l1111 I 0 j,- \ \ 558-� � � \ 1 1 I I I , __ IIIIII IIII / \ ' \11\111 IIII I�11 I I 1. CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTING APPROPRIATE PARTIES AND ASSURING THAT EXISTING UTILITIES ARE LOCATED PRIOR TO CONSTRUCTION. B45 \ I I Ill 2. CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADES USING JOB NO. I 1 \ Ii 11 1 I I I III \ 1 FLAG MEN, ETC. AS NECESSARY TO INSURE SAFETY TO THE PUBLIC. \ IIII . 1\ 1 IIII 11 I ► 11'II , 41946 ' ' \ \ ►, I (11111 III ( I 111I 1 3CONCRETE ASPHALT, REPLACED ACCORDING TO STANDARDS OF THE NORTH CAROLINA I (1 I \ DEPARTMENT OF TRANSPORTATION AND TOWN OF PINEVILLE SHEET NO. ■ / I� 'Ctij/ \ \ I I 11I111 I (l I I ,\\ \ UTILITIES SPECIFICATIONS. 14 SHORING IILLBEACPORDINGTOOSHA TRENCHING STANDARDS C-406 PART 2 0 c m 2 U C d 0 w m 0 0 Q C a m 0 a m 0 co m c 1= (6 n `o 0 3 -0CL �O oCL U 2 z wo :2 2 0:E T � m o a � c ro coN CL o 0° U 3 zN O� 2 Q g x H o w o o w v 0 '= 2 Y N� o w U O N O O U w 2 E N (6 = w o O O a� ;_ U N 0 a �U o �o (2 � U 2 U) O N O O U Q O N ;_ L U) L- 11IIIlilt I IIIIIIII/ Z� \ 1 1 / \ 1 1// l l l I 1 IIII I I I I I I I I ( OCAR J U -/ I I \ / , /,/ // 1 r I I IIII ► j �,. ....•.�/'--, I'/p•;•oFESS/0�.,•/L ' -' ` l\ II I ' 1 \ ` ' // \1 / ,' % ; `► J (' ► l ,' (I' I' 11 ; I I I I I i ( f ,I _ S 9 :7 oo- 1.1..1 \� J II I I l \\ 11 I �� \ �� l ! l l� /Il,l 1_IIII�I�III1f/ o 3 03 rl I I \ / / \\ \ �\ // // / I li I II I I 1 I •'•.•ti,.� IIIII / C NE G U) - / I I � / / \ 1 1 � / / / / ,- " I I I I IIIIIII , 1 � _ _ - - .�� S�''••.........••'' �,. "'.� 31 2019 /��10 \ _ < //Ill Il�lllll(I JI Illllllll/ /r I N/F I I \\ 1 1 ('�// ' II I I IIII I i I III' LEGEND \ \ \ KELLER-CRESCENT CO. INC. I I I `- 1 I I \ I( I l DB 17785 PGv985 1 I 1 \ I / / J /// / IIII 1 l 11 11 1 11 I I I I I I I I/ o f 1 \ \ MB. 42 PG. 341 / \ �/ i / t� ` \ \ I I I I cv o \ \ 1 I / IIII (/ I 1 1 II IIIIII 1 1 700 MINOR CONTOURS co N \ \ I PID # 20508116 / / ` / / - - - III 1 I 1 / \ ` \ 1 I 11 \ I I / / / / /' I r J \ \ \ /IIIIIII ' II I I III III 11 1 / 700 MAJOR CONTOURS z 0 1 / / I I ll I IIIII I I I a) E t II li'I 1 I ® PROP INLET I / _ _ _ / J I / / / / /\ I< / \ l I I /11 \ \ \ \ 1 I II I I II 1 \ /- --- _ \ \ \ // // I //// // / /( / \/ ��-\ f \ \11►IIII I I \ I (IIIII1I 111 a~ W Q < SLAB TOP INLET o V- �o 1 1 w" r\ ocLLoO / 11j illIl11 I' 0CURB INLET a O ram4 � Oz v1 � v1 Lu � ^ I- , I- ` /'ICI _/ \ / / i I _I I1►II III f IIIIIII I/ a ern f- ZZZ IIIIIIIIIIIr\ IIIIII 11 0 DOUBLE CURB INLET c0�pGo a W W W \IIIIIIIIII I IIIIIIII�I U f Q 4 o w U U U III II 1 I wx cn 000 1111 �U ul) III II 1 1 I111111111 STORM PIPE o La O O Z Z Z ra o z STORM MANHOLE _ 00 kill,, SPOT ELEVATION ~ 1 111111111 t11I1�1'� �700 g`° w OOO 1� \' / /' \ / ( II . I1�;111o•I- � 1t< En o z z z 1 1 I ► I \ ' J / / / / /' f 1 / ' I 11�j II ko !`� ► ' I tol11. 1111 f - FIFE: 700.00 FINISHED FLOOR Lu Q Q Q 1 ,( 1 II 1 _I i II III III ) ELEVATION o Lu z z z \ III IIII IIIIII I I I I ,� --______ � � / � IIIIIII ll IIII, \� 000 1 / _ _ / 1 1 / ' / / ► - -�----� /' \1l I 1I1 II11111 I1II1I111IIIIII I1 I IIII Ii1Ill1I 11Il1Il( I FGE: 700.00 FINISHED GARAGE of awWO awWO � /i If I IIIIIELEVATION J ��/ t IIIIIIII " 6riIii � 111 IIII iPE: 700.00 PAD ELEVATION IIIIIIIIlI (ItiU)ti1 PROPERTY LINE/ WW III 1 1 IIII Ir FPE: 700.00 FLOOD PROTECTION � W 1 L II I Ii M aaa IIII II ELEVATION ww� i 11111 IawWO 1714 \ QwU rnrnrn ---- - \ \ I �`\ r / ,---- - / �J -I - - i � - 1 I II11i11111111 III11111111 FLARED END LLcnz OOO -- ---- - - - -- / \ 000 1100, \(\I//"IIIIII I(I'lllllt ,\ 0 SECTIONW/RIP RAP JzLu � �� I/ I \' 11 Ill l Ill fill 11111 APRON z � _ Q o N M /' \\ \ 1 Il/1 1111 l Ill I I I I I I IIIII OUTLET CONTROL (A co Lu z O o o -�-� ��/__\\111(III111I IIII 11,11 C a - - - - - - - - - - - - 0- / _ \\ // 111 I11 I I I I IIIII ll I� STRUCTURE 0 � � \ L- 11 IIII Jill hill O DATE 56 / I -562_--' I / (! II111 11 IIIII I III'► z -__--- I1I(; Illli'It IIIII I I I\ f I Q 1211912018 ' Il 11 IIII J II 1 - - - ' - - / i _ J \ 1 / / / t %/l/j1111i1 I I I I III 111 I (/\- 1 I I I DRAWN BY I I � 1 1 U / I I\11II►Il 1, I I Illllllll \ \ I A. DALE _ \_ 7 \ / y I 111j I( I III IJilI t� I II/I vi ,-/ ' 100' BUFFER \\ / / // I I /t/ �� /J/III I (� �I I II I III I hill l I DESIGNED BY }// i 1 - \ - / / / /' I ! 1 11`Il\\`ll1 1j111111Ir^ IJ/I I • O -� If J. HORTON // \ 1 i / _ ✓/ / / \\\11 1 1 I I 1/ / _ EXISTING 68' DUKE % _ /' I 1 \ \I \ I I Illlll ll� IIIII 1 (�I 1 I I • O CHECKED BY I / / / III I I I) / ( 0 i I I POWERR/W `L 560- ��/ m _--- --,� 11 1 I f I I I► I 1 1 • / � I � / (� , \ I I \ II 11 I III I lIl I I\\ I 1 `� i - \ I \ / I / / 1 II 1 II I1 I \ 1 I Lu \ \ i / IIIIlIll11 l IIIIII(( /t \'I • \ I 1 llIll III 1 I I l l ll \ 1� ( // I w C. TODD IIr I 11 l 1 / • • SCALE �� \ / I / / ,C9S 1 / ``; I II j11111 11 �II Illlll \ ( _ - - - - - - \ \ 1 ✓ / // Il \C\ ��/ I I /\ l 1 11I�IIII111 I I I 1 I I I IIIII\II\II Q AS SHOWN �It � \ \ \ / i I h� �� / /1 <I 1 (IIIIII Ill ' I IIIII I I' I JI • O \ � > Id) 1111Ilk 42"BLACKOAK � \\\ \\ O l till I / PROPOSED TREE ` � LINE, TYP. / I 1 \ � � �\/ ' , ' / / �� \ <✓' // \ f /' I111111I11i -\ 000\ i / �ss) / I 11 11 I I II I I IIII Ilk ' 556 �'1'11( IIII I l 1111 1 \\ 1 I 1 11 III EXISTI G• 1'30' IORIFOLK \ W0N,_ 55 100' BUFFE 1 SOUT�ERN �AILROAD \ ' � / / / / 15' STORM 1 \ 5 � ` � / / / I I I I Jill I I I 1 iRI�IMT\OF �Ai I III I \I \ z "t \ / DRAINAGE / S54 1 I II1 \1 II � / EASEMENT `r 1 1j11►II III !I I ` J U. \ // / G33 3 553 r 1 / (I I l l l l l l\ 1 1 l I IIII (I \� 1 1 1 I 552 U W \\ 550- l 1 /1 I I I I I I I III I )l to/I I l�r, h I I\ I U) \ \ 3 _ _ -- -- - - \ � I / \I IIIIII(/ I IIII I I \ � l0 Q w \ \ G17 M 553 555 ' i I /► I I I I f^ I I 1 1 111 \ \ \ EASEMENT G15 - - - - - _ 2 STORM DRAINAGE 555 -556 11�1 IIIII / _J / �/^� �" vJ AIDAN ALLEY I (18' RNV) J I 1 I/ 1I1 / I I Ill l 1 �1 O Q 1 ,7G13 555 556 I I 25M�� /vI!1l1l1I1 III 1I I/I III l ( � J wOco Q 556 J559 z v II I II �I II I II I�CI� I I I I II II II \( ,I1 I II II II lI I IlIIl I 1 I/ I IIIII 1I1lI\/ Vizm Wo I Jill I)ill I III � �� s� -1 I IIIlllI co � 560� J O 4g lit' 54 53 52 50 49 48 47 46 IIll IIl1 111 I QG11 56 11 1 0 Z V LLi FFE=556.88 - - FFE=55g.9 FFE=559.93 I �' / 44 / `/ I ' 1 IIII 1 If 11 I I I ill z J Q 57 Cco FFE-557.3 FE=556.88 FFE=557.25 FFE=558.20 FFE=558.57 FFE=559.38 / o \ I I (I ,-, FFE=557.4 Lo I GE=556.88 I FGE=556.88I I FFE=557.62I I I I 1 I I I / / / \ - I I I I J V/ ,,�.�// \ \ I �� GE=557.3 FGE=556.67 FGE=557.62 FGE=557.99 FGE----��8.3 FGE=558.80 FGE=559.34 Lo / / I I 1 1 I 1 / I Ill Lu L.L \ \ FFE=557.47 r GE=557.47 I I I PE-556.55 PE=556.92' I FGE=557.04 I PE=557.87' I PE=558.24' I T'E=558.62' I PE=559.59' FFE=560.21 I 43 ^ \ \ `S6 / 1 1 I( 11 I I O U J W (17 \ \ I PE=557.02' ( E=556.54' I I I I I I PE=559.05' I I I - O I \ r I I I I I I' 1 ill 11 Z `JJ 58 GE=557.47 `,�E=557.14' PE=557.29' FGE=560.21 \ � I O / E=557.14' ` I ( I I I FFE=560.83 / / ) Lo 1 111 I FFE=556.80 PE 559.87' / I FGE=560.83 / / � � \ � / \ ( � � / I 1 I l I I 1 1 1 I III , ` � Q � tl / \ 59 \ FGE=556.80 / PE=560.49'/ FE=561.45 / 42J �cp�` \� \ I / lilt I I I I I I I1 / U \ PE=556.47' ,s, 556 - FFE=556. `SSS /_f 558 559 \ \ / /PEE 56611115 / <' / h/ , \� ` \ I I Pill I 1 1 I / 1 1 I III \ \ FGE=556.08 / FFE=562.07 i G 7 l25' BUFFER i j I (1 Il s PE=5 75' � FGE=562.07 1 O i 56 PE=561.74' / V I \ I 1 1 I \ \ 60 �• \ D33 [�35 < J D37 D39 � 41 � 41 6 \ I I / I FFE=555.3 \ CRANFO IVE 0 I / I I lit I I \ FGE=555.36 I 3 D34 0 - - cp - --- - D36 -moo F�IDENTIAL - N - - - - D38 -- \ \ /� FFE=562.69 / / `\ �s�7 EASEMENTSTORM DRAINAGE I \ I Il l I1 1 I I � z 032 _�-O STA 0 TO 28+94.4) p _ FGE=562.69 III I 1 1 1 I 1 I O� \ I \ (50' \ �40 PE=562.36' / 40 \ `\ \ I \\ l ) I 11 I \ F =55464 \ 29 / 3p /D71 D73 D43� `y \ / / I o;1i P 554.30' \ - - - - - - O /FFE=563.28 \ cr 1 I I I I I I II I FGE=_II i `I II II I I�5I II II FG\E=563.28 III \l/l62 555 S9 `cE=562.95' 1lI /lIl II I 'I l 1 lI \I\ I\l 1 -/ \ j SCALE 1 "=40' FFE 554.2\ 9 39 i (IIII I E FFE=559.21 E55395' FE-556.64 FFE=557.23 FE=557.8� FFE=557.52 E=58.3 FFE=558.8...FFE=563.37 0 40' j. 80' FGE=556.06 556.64 FGE=557.22I FGE=557.52 E4I EEIE7 Eo3 FGE=563 FFE=55PE=5$631' PE=556.89' pE=557.47' pE=557.18'F4E=5806' E55895'1 E55939' E55984E56019FGE=560.7PE=563.04 71 IIi I 3.71 FGE=55079 78 77 76 75 74 73 72 PE=560.39V�// `FRI] 3 / PE=555. 70 38 D 9FE=555.43 FFE=563.3 GE=554.84 FGE=560.54 j 11 33811 lit FGE= 1 a E=555.09' PE=560.79' PE=563.04' 82 \� \ I I I ` \ \ \ 1\ 69 - \ \ �, I \ \ \ \\\ \ /- -� - 1. CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTING I I i< // ` �/ ll ` \\ � I \ 1 \ \ \ \ ( / APPROPRIATE PARTIES AND ASSURING THAT EXISTING UTILITIES D27 FFF=rrA 81 \ I' �JH / / (� ARE LOCATED PRIOR TO CONSTRUCTION. V , FGE=554.23 \� \\ / 555 / \ ` 60 r��FFE=562.03/ I l 1 JOB NO. / \ PE=554.48' iti\ D75 L I _ ` FFE=551.71 \ \ I I I 1 / I / 2. CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADES USING GE=562.93 /� F F FLAG MEN, ETC. AS NECESSARY TO INSURE SAFETY TO THE O�j \ 83 FGE=560.54 \ PE=562. 9' / / / ` A L I `-� H ` �\ 1 o ' I I I PUBLIC. 41 946 PE=561.37' I I 3. ALL PAVEMENT CUTS, CONCRETE R ASPHALT, ARE TO BE 68 c*� 1 u I o o s _ _ . REPLACED ACCORDING To STANDARDS OF THE NORTH VILLE NA / STORM DR I GL� ENOREE DRIVE _ _ ` / DEPARTMENT OF TRANSPORTATION AND TOWN OF PINEVILLE SHEET NO. •/=554.08 -- - - --- - - -�/ \ � c9 \ / \ co I III I I I 1 I 1 \ 5 F0P=553.50 \ p D62 EASEMENT > 64 (22- R/W) _� `n / I I I I l I 1 1 / / / 1 UTILITIES SPECIFICATIONS. O / PE=553.75' `\ Il\4. SHORING WILL BE ACCORDING TO OSHA TRENCHING STANDARDS C-407 __ 5 PART 1926 SUBPART P, OR AS AMENDED. l FGL=553.70 \ / \ - �\ - - - - - - _ / / \ o \ ° lry� ` , \\ FFE=553.71 1 PE=554.53' \ / �/ / i p O K17 \ I p / 25' PO E FFSET / / p o� I �h D15 0� / / / FGE=553 8' /\\ 245 Y E. � o \ \ � \ U, \ PE=553.38' / \ T CLEAR ZONE SEE / o ` \ J7 / / / o o \ f \ . ' O`� CA R0 \ DETAIL SHEET C-701 / o � � - / ' / ° ° \ _/ \ dO �\ \ / \ / `��' ••••SS••••• C /FE=555.25 \ ` / 0 \ 88.15'± } - - �� 7 0 \ h / / \ .` O F E / O • •.• '. FGE=554.08 0 0 / ' ` \ ' 64 '1' : y \ _ \ / / o ` -' IV�AT� ��I N E- H E ET C409� / / \ FFE=553.19 / \ D27 StO3 9 �t'E=554.91' o / / \ i -� , / / l = 244 / / / ° / �� '/ o �� c i , / , . \ ,jE=552. - \ \ \ \ 0 o \ / i% / - - \ ° o p ( / \ PE=552.866 V 3 ° ° PROPOSED GRADE ATo 0 1 / \ \ 54.89 \ \ / / / / I ° ° r ` `S4S `s47 / POWER LINE CROSSING: o - \ i , ' \F2/,� \ D47 / ' _ �'i��s''•• NE :' ` ��`• 53.72 , / / O o \` / 545.2± o o- - / - / / / (k \\T \ / \ / / �' OPHER •� ```�� 4.55' o p / , / o p/ \ \ 1 i O- TO FFE=552.86 ' ��uuuU�� / J5 / (3) 48" RCP 0 0 _ i STOR \ Q� 10�31 �2019 243 \ / h� / 0 p ° o v `sSzs \ 0 ° ° / 1 / /5G�0 / i / DRAINE �'\cc / FGE=551.70 / \ \ / p ° L/ ', _ f EASEMEN PE=552.53 Q / o ° 0 / o / / \ `\ 542 / O \ TEM RY TIMBER OR i / \ �O '/ \ 13/ l J \ \ ft 65 \ / i i - o/ \ L B DGE TO BE / h C CONTRACTOR2 TO \ LEGEND 1.28± AC. OF IMPERVIOUS AREA / jvl / VIDE SEAL o ED PRI R TO PER 1`f ' c>I WITHIN FLOODPLAIN. MITIGATION J3 4S ISSUEB'BY UPACE. / , \ �/ ' \ Q\ / / oN o / 0 0 PROVIDED BY 2.03±AC. OF TREE o / / / / � \ENGINEERED INGS Q78 • / � / 700 MINOR CONTOURS co u / \ / 0 o SAVE AND 0.53± AC. OF / `SA B / _ f ` O/ / \ R STRUCTURES TH \ \ \ / 0 o o O O o 0 REPLANTING FOR BUFFER / / 2 / / ' / �� / DUAL PIPES, T �� \ / FFE=553.57 700 MAJOR CONTOURS z o MITIGATION. SEE SHEET L-200 FOR \Y / / .� \ \ \ /FGE=553.57 B K3 K1 ° t g Ov x' / / \ CONTRACTOR TO \ D21 \ / E o BUFFER IMPLEMENTATION NOTES. / 'Q \ PE�-p�53.24' w +, \ J / o ° v STORM/ \ S `\T/ h� \\ ��j�� \IN LTALL OUTER PIPE P ' D19 �o D25 \ ' 85 I ® PROP INLET o DRAINAG� 7 - oxo.9� S� �� ;oo . / F- � �x o .- Q W v� / p O EASEMENT / T�O< qti jo `O \ l O D SLAB TOP INLET / h0` ° o ° / ' / / / / 2xo� O pg w`p �Q ` \ l .� i 2 D49 Lu'c M o 0 0 0 0 ° / �` 80J��S' S / Aa / \ �15' STORM \. Q LL Z 0 0 0 0 / / \` �� 5 , C) DRAINAGE / / / ❑G CURB INLET w O r4 O /O ° / / / / S / �o J EASEMENT i \ D23 / a W °� M Z Z Z o O 0 0 ° / / / // / / �/' I/ Sr2\ \ \D7 / \ 73 \ \ \ 00 0 DOUBLE CURB INLET z cn o �\ DO- 0 UUU 0 0 °`, STORM PIPE < a ;v Q cn O O O EXISTING 81' DUKE 1 I S FORM / \ _ I� w U U POWERR/W \� / DRATIGE to S \ Hh D52 -o o / I EASEMENT ° p \ S / a a I / EXISTING 60' h _�_ �o STORM MANHOLE cn �a o z Z Z Z 0 0 O / 71 / CHARLOTTE WATER \ i _ 00 0 HEADWAL / / SANITARY SEWER C -7 C2$ / / / / I I 1 \. s \ EASEMENT 0/ ,/ � o o � / 11 '° / � \ � / 700 SPOT ELEVATION o o U U U huh / Ox/ _ % I 11 / / o I / S\. I. / / � ' � �� / \ \ \ ° D5 I \ Cos FFE: 700.00 FINISHED FLOOR w o � Q Q Q / PP Ill / \\ \ - i � /) � I O � I / \ \ 0.20± AC. /' ELEVATION o w Z Z Z NO DEVELOPMENT TO OCCUR WITHIN AP OF BAN / / 1 1 ` I l / _ \ \ C23 4 STORM DRAINAGE -I THE DUKE ENERGY EASEMENT PRIOR TO // / 1 l o - / C25 EASEMENT O O O / I 1 / / / /� / / C3 FGE: 700.00 FINISHED GARAGE � � � COMPLETION OF THE POLE RELOCATION // 1 1 ° � 20' STORM C3 ' / / ' \ / � PROJECT BY DUKE ENERGY. A � - / ENTERL NE / � ELEVATION V W W W O,r� TEMPORARY STREAM CROSSING SHALL / /� C 11I1 � �° DRAINAGE \ BE ALLOWED AT THE ORSON OAKS / / p _ / U / CROSSING TO ALLOW FOR PLACEMENT F p EASEMENT _ - / \ ./ O 106 \ \ \ \ / G \�PE: 700.00 PAD ELEVATION O O / OF FILL ON THE WEST SIDE OF THE / I _ o C93 �/ h�j \ FFE=552.10 ' O j j j 541 STREAM. EMMETT DRIVE WILL BE USED / 1 / / C1 +A FGE=550.43 / % FPE: 700.00 FLOOD PROTECTION , M U U U LLf AS A CONSTRUCTION EASEMENT, BUT / / S S! C65 - \ CE CE CE W NO CHANGE IN GRADE IS ALLOWED AT \ / / / / 4 /- ^ 1 \PE=551.76 C21 / ELEVATION � w 00 00 _ \ i G2 C5 \ \ \ \ g Lu / THE EMMETT DRIVE CROSSING. I / 1 0 / - .� I / / \\ 107 \ \ \ / / , COS a � U rn / CONTRACTOR TO PLACE THE / / �� / 1 0 / 0 G6 / , � \ 0.31± AC. \ FLARED END LL cn z O O o 5. CR�� J _ , �� \ FFE=551.82\ / 0 / NECESSARY SIGNAGE AND FLAGS TO o \ / / �� / I / \ 0 SECTION W/ RIP RAP W z ui w N N N NDIST o / FGE=550.15 , L \ \ \ 540 NOTIFY WORKERS OF LO OVERHEAD\ O EN SPACE I I I l ° / / \ \ o / C6 / i II PE=551.48 / / ��'�_ J / \ \ / APRON Q ; o \ \ \ POWER LINES. _ ' p , V - N M o \ p° / / / C� \` / \ 108 \ / \ / V)MZ _ / \ OUTLET CONTROL 0 I o / \\` C // / / \ FFE=551.3�\ / ,/ \ \ \� \ / �� a STRUCTURE ce m DATE o / , \ \ FGE=549.69 \ / \ , O I / o v° v z / I LL IO \ `\ G / O �� FFE=553.6�\ , \ a 1211912018 \\ FGE=553.63 0 9 / C9 ' 4��0 FFE=550.99\ �, / \ PE=553.30 \ \ \ ,/ 't V DRAWN BY o °I / / ' \` I I FGE=549.32 GQPPo�cp� \ / p ° / o h / / SS I \E=550.66 / O ^ox / / \ \ 95 A. DALE \� 0 0 O o / o h0' 110 FFE=553.19 i o / FFE=550.59 \ / / FGE=553.19 , �° , �7� A 7GE=548.92 \ �� \ �9 1 0O DESIGNED BY 0 0 / , B59 / I PE=550.26 / \\\ 96 \ / n / _ ti0 PE=552.86' / Z�ht • U J. HORTON 0' p o ' / `n G , \ h � \\�7\ \ �' \ ° ° o o ° - r / ' m / FE=552.7� / , / \ • � CHECKED BY \ - / B 7 \ / , FGE=552.76 \ \\\ \ 8 \' \ `� \ ' ` C 5 / / \ PE=552.43' \ ,{ / O • o C. TODD C17 hCF O \ 97 \ \ // Lu ° o SCALE \ �O _r ` ° / OQ B51 \ �cS\ C 3 '\`b /FFE=552.33 \ / _ \\ ° o o ° o •/ i. i _ / G / \ /i�`L JQ'/ • U AS SHOWN \ \ p o / / ��G spa \ 4 C81 FGE=552.33 \ h , Q 0 0 �� /�� C 12 C' \ PE=551.99' \ / �/� hh w O / z - o o �- o, �� A, �' \ \ V 98 o //0 ^ ��P/ZO 8� eS2 �� I /� FFE551.8(\ ��/^ / / > o o/oxo 00 \ h �� /' / FGE=551.80 \ / / \ 6 / \ \ y31 01 / �/ / �� PE=551.47' \ / �r� O \ O � \ 546 / 99 \ / / B 17 i \\ / o o/ / , / / / �/ B49 \ _ `_ _ y�� _ - / FFE=551.64 \ / \ w Ek EXISLA S �o O , / ` '/ / B53 --- - C79 / FGE=551.06 z 0 100 isQ� _ _ 0 ° �\ / / 00 I s � � I � � ` rFE=551.07 151 p p h�b/ COS �� F EE550.749 \ \ \ � / � / -0 0- / 54� 87 B 8 / FFE=550.5 101 STORM / 1 FGE=549.92 DRAINAGE / \ 1 0 / / /,\4 �� B8 FFE=549.94 �E=550.17' \ �G�Q /' / EASEMENT /� I \ FGE=548.82 FGE=549.36 cS� FGE=549.07I I IPE=549.61' \ 102 \ _ \ � � PE=549.32' I PE=549.0T I 103 \ / �15 O _ \ \\ \ I 104 o p DRAINAGE � 63 � e� 105 � � / � / / � F� � 1 I N (EASEMENT B5 _ ' p h / / \ O o 0 Piz ° ' \ \ 548 ° / � / � 813 `� / / I o _ �/ EXISTING 60' CHARLOTTE 1 (n J 0 0 o I ' �6) 9- _ - 11 WATER FORCE MAIN / \ z Q a 0 0 547 I SANITARY SEWER EASEMENT / \ Lu U 53g 0 0 o I 20' STORM I / / \ U r n o r DRAINAGE I / \ V w _ - - - - - - - EASEMENT i54$ / / J O O z - - - - I-� � C) Q 0 0 0 - - - - - - - - - z ��/1 W Q ° op y�5------- -� L Cos i--i VI J o I MB. 47, PG. 607 J � o I > I -a - - FM-� - W rrnn \ � -per oM_� 00 o 0 0 0 ��FM-�_\ � z V I o o FM -� _ I \ Q _ r � ^ d 3 - -- -- -- I O ° O ° F - - FM --� - I U Li --- ------ - -� F F7 00000 00000000o -FMB--- 0 0 0 -FMB - _ o _---- c,� � 0 0 0 0 0 0 0 0 0 ------ F4- - - ---- -- d 5-X �� J Lo I /7 00 L � 2 ---- --- I I 0 0 0 0° 0 p �-� O _ - - - - FM 0 0 ° o LOT 37 LOT 38 p 0 0 I PROPERTY �p 0 o LOT39 I LINE Q FM FM -FM-� - ' ® o p O p o 0 p p I 00 I o I LOT40 I LOT41 I I LOT43 I I LOT45 FM-� - 0 0 0 p 0 0 0 op o I I I LOT44 I LOT46 0.53±AC. REPLANTING FOR BUFFER ® o 0 0 0 00 MITIGATION. SEE SHEET L-200 FOR I ' 0 0 0 0 0 00 00 00 Co BUFFER IMPLEMENTATION NOTES. I - I SCALE 1 "=40' _-- Cb _ - O _ 0 40' 80' _ o I I I I I I / I I I I PROPERTY \ 0 0 MB. 47, PG. 607 O O P/D # 20502117 LINE i \ \ 0 o ML 1 JOHNS MILLER, ✓R. & / \ I I I REBECCA B. MILLER o 0 DB 6719 PG. 435 (TRACT 3) ~ Lo - -I W / ooF�pQ00 W O a QVE O p O ° o o O z 1. CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTING - L ►�� O O O O O- 0- p ° o O p O APPROPRIATE PARTIES AND ASSURING THAT EXISTING UTILITIES �lhy� U ARE LOCATED PRIOR TO CONSTRUCTION. O p ° O O 2. CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADES USING JOB NO. �F GD o FLAG MEN, ETC. AS NECESSARY TO INSURE SAFETY TO THE Go 0 0 0 0 0 0 0 PUBLIC. 41946 O O O O 3. ALL PAVEMENT CUTS, CONCRETE OR ASPHALT, ARE TO BE - I I ui O o O w REPLACED ACCORDING TO STANDARDS OF THE NORTH CAROLINA O O O ° DEPARTMENT OF TRANSPORTATION AND TOWN OF PINEVILLE SHEET NO. O p Q = UTILITIES SPECIFICATIONS. I O O O O 4. SHORING WILL BE ACCORDING TO OSHA TRENCHING STANDARDS C-408 p PART 1926 SUBPART P, OR AS AMENDED. 0 c U 0 0 w m 0 0 Q C a m 0 a 0 c m c m v- m n .o 0 0 3 c �CL �O 0 OCL Ur 2?z wO :2 2 0 c T � m o E � c ro coN CL o c ZN O 2 Q g x o w r 0 0 o '= a3 Y M L w U O N O O U L 2 E w m N o O O a� E U N a -c (6 U o U o O• M U 2 cN U)c N O O U Q O N H >_ L 560 •'"cAR w MATCHLINE-SHEET C410 3 03 =..�oFEss'°�9:�'; s - l ss0 I 1 I \ I I , i '• NE 660 °"s'��PHE?, E27 � I �,,111110 10/31 /2019 LEGEND o 1= \ \ N/F I \ \\ \\ I I II II \\ 700 MINOR CONTOURS o 0 U N HAROLD FGRIFFITHS ` \ N/F \ I I I E 6 I / II II \ \ 10306 /NDUNIFSTRIAL, LLC 700 MAJOR CONTOURS DB 18467PG. 513 \ DELINGER INVESTMENTS, LLC \ DB. 22�80 PG. 36 I \ I I \ DB 27889 PG. 426 = 562 PlD # 20508111 o' \ `\ PID # 26508110 \ \ I I \ MB. 42 PG. 341 ® PROP INLET \ 7 \ \ \ I \ E PID # 20508107 ~ W U 13 SLAB TOP INLET o v _ 3 / I \ ` I I I I I ' /\ / ce y6 o� PID#20508117 I ` I I I II I , I // _ I ! ❑O CURB INLET a O NLu � oLu z HAROLDFGRI ITHS, TRUSTEE \ \1 \ \ \ \ / j I\ 1 I 11 u I j I \ /� - \ I1 II 0 DOUBLE CURB INLET z c cn o a- � � � OF THE HARO F. GR/FFITHS \ REVOCA LE TRUST 564 \ \ \ ` \ 1 I ,\ I I / / - _ - - \ / +' I\ DB 274 PG. 768 \ ` \ I l I I 1 _ - - MB5PG.68 /f�\�:\_ �\ - / // /-\1 I 1' I I II l\ ' I /I I I //'/��\\\1\1\ \I // STORM PIPE <_�LL Q OUOOOU -ao I- 1 cc CD Z STORM MANHOLE _ � � 0 > cy)�' I `� I I I I 1 I 0� \ \ 1 1 1 1/ / / s > SPOT ELEVATION L N cn 0 0 0 j J'+ Q\ ' , I ,IIII I/ \� \ 1 1 I I 1 J \ En C) � O \ \ s5, \ /� \` _ - - \ Il 1 I I 0 o M " \ I \ I IIII / 1 1 I I I r FFE: 700.00 FINISHED FLOOR 1u I\ Q Q Q _- b 563 \\ \\ \\ - I rn I o c) I 1 I I I III I J \ \\\` \ I \\ : �1\\\ - - 565 \ \� \ ► II 1 1 I \ 1 I IIIIII I III I ELEVATION o ,,, Z Z Z w _• 564 / \ 1 i / 11 I w �\ \ \\ \\ \\-�\\� -\\\ I' 1 \ \ wQoo --' � \ \ \��\\\\\\ %��\ �_=570 IIII//c�0 \ \ \ I �Z+CO / I I 1 IIII II �/ /� S / O O O \ \ l \ II \ I wl I III I r / FGE: 700.00 FINISHED GARAGE =575 � \\ \\ w I - - - - \ \\ - \ \ I / II II / > I �r I I 1 I II II I / ; ,/ r ELEVATION u W W W _�- _'-- �i-� \\\\� \\\\\ lL�68p,��\\\1\cI/III I / w� , „I �i�/�I aaa r -s82, 1\i \ \ \\I`II�I1I,I�I I I I / `n �' I 1 I 1 `\\\\ am I I O O O PE: 700.00 PAD ELEVATION of W W W ic�� \ \\\ \\\ \ �\ \ \ I �,I u�.,ll IIII i i I PROPERTY I i 1 1 _ �., \ � � I FPE: 700.00 FLOOD PROTECTION � W W W LINE / R/W \ \ I / I H \!�\ \\\ \\ \�\\\ / �, IIIIIIII III / Lo , / I ELEVATION ,,,00 \\\\\\\\ / I�111 1111�11 I r I w_ FLARED END / % 1\\\\\\\ \\� \� ✓ 1 l\\II I III 14 I / �I I r I LL V) z II 1\ II 0 SECTION W/ RIP RAP J z Lu w N N N \ \\�_ \\ / III'll► IIIII r I / ' / I I / I I I ''^^ APRON Q J Q l\O ti C14 11 I I v J � O N M �n / 1 \ _ / Z > \ \ \ \ \ \ \ \\ \� /rl IIII _ _ - _ I 1 OUTLET CONTROL ~ o • - \ \\\\ \\/i� III IIr E 4 of cocY, <�j I r / �I I E 5 \ I I 1 / Z STRUCTURE DATE �� \ \\\`\\/ // / I _ I / I I LL -L \ \ // 60 - ` \ 9 I I I I _ = a 1211912018 / \ -- / / , I I I I a =57 - / r / U DRAWN BY A. DALE G DESIGNED BY ' \ G h / < l 1 \ \ / r / \ \ \ \ O ass J. HORTON ��/\\\ \ ---_ • � CHECKED BY I� I ,,� I \ ` � / � f • o C. TODD Lu 100' BUFFER \ � � / / / / � � \ 1 \ / \ _ � SCALE g` \ _ - - / NO DEVELO M NT TO OCCUR WITHIN THE DUKE ENERGY EASEMENT PR OR TO COMPLETION OF U \ EXISTING 60' CHARLOTTE WATER - \ r CONTRACTOR TO / I I 1 T++E POn RELOCATION PROJECT BY DUKE ENERGY. A TEMPORARY STREAM CROSSING SHALL BE \ \ • Q AS SHOWN SANITARY SEWER EASEMENT - - - - - ' ' ' I r INSTALL OUTER PIPE IN I I \ ALLOWED AT THE ORSON OAKS CROSSING TO ALLOW FOR PLACEMENT OF\ILL ON THE WEST \ • z PLANTING STRIP, TYP. I \ / - SIPE OF THE STREAM. EMMETT DRIVE WILL BE USED AS A CONSTRUCTION EASEMENT, BUT NO i 0 IN GRADE IS ALLOWED AT THE EMMETT DRIVE CROSSING. CON -TRACTOR TO PLACE THE i �/ • 119 - \ / / I NECESSARY SIGNAGE AND FLAGS TO NOTIFY WORKERS OF LOW OVYRHEAD POWER LINES. i \ / ON > I/ / I E7 I \ s / ' / / CONTRACTOR TO \ =554.93 / J23 \ \ - - - \ \ r I / PROVIDE SEALED 8 I \ \ 1 / I \ / ONUS 555.18' / 118 / SS \ �'-� -_ ' / r ENGINEERED DRAWINGS E 2 I / f / \ \ 1 \2 �� \ \ 100' BUFFFR� i ,FOR STRUCTURES WITH I E 3 / \ \ , i E=5 .80 J21 \ / / DUAL PIPES, TYP. I \ �� ONO/ \ �\ ''Pz- 55 .47' \ \ ' / w ' PROPOSED GRADE \ i / �� 1 /\ do 117 /// \ \. \ \ / / / I I I I co AT POWER LINE �\ CROSSING: 548.95± / �\ K55 FFE=554.45 / \ \ E5 `\ /'7 PROPERTY LINE / FGE=553.28 / / \ PROPOSED 22' FI I I ONE PE=554.12, / 116 / / Qp` \ ACCESS EA8�MENT W POLE LIMITS , _ �� ` \ S J19 \ \ J / doop OF GRADING I I EXISTING POWER / �� ✓ r RESTRICTION (25') \ \ 1 / /FFE=553.72 2 \ p I LINE TO BE ONUS FGE=552.55 / / / / J /�� \ / �\ \ I RAISED \ \\ 1 \ \ \ \ cr PE-553.39' 115 // \ / �, � � \ \ \ \ \ \ STORM DRAINAGE / U/ EXISTING 68' DUKE i \ \ \ 549 W / 1 / OH POWER R/W I \ � \\ \ \ \\ Lf) /FE=553.25- EASEMENT _ PROP/SED / L/ FGE�52.08 / \7 J17 / `547 \ LOCATION OF Kfi3 \ PE=552.92/ 114 / / �$ - J --- \ NEW POLE 1 \ \ \ \ \ \ rl FFE=552.71 /FGE=551.54 ��h^ / / PE=552.37' /F E=552.05 FGE=550.88 Q / w J 554.45 K51 \ PE=551.72/ 112 549 SIRE ACCESS ROAD \ \ \ \ I ' h� I \ < Q Q 553.28/ / / \ , STORM DRAINAGE �6 / \ \ \ 100' BUFFER /AMENITY 54.12' / �` 55 \ / / FFE=551.29 J15 / \ EASEMENT �5 \ i\ \ Ion 100' BUFFER PROPERTY LINE / Z U a /FGE=550.12 \. \ _ / Lu FFE-553.77 \ / \ PE-550.� h4`/ / '-' � /FGE=553.19 ) , 111 / C�" N PE=553.44' / \ \� /FE=550.76 / 32 J33 \ / \ __ J z 248 / K49 . OR / FGE=549.60 �Q� \ \ \ BUFFER 547 \ / /O Z s/ S PE=550.43' P \ . Q s ,o� oti � G 11 PROPOSED GRADE AT POWER L LINE CROSSING: 548.50± / / 1--1 (n J i60, T�o� E2 I / / J V 'Q 22X �FC� J13 °� D� \ EXISTING POWER I/ i ,/ / O UJ W '0 ,�\ STORM \ LINE TO BE RAISED / \ / I / STORM DRAINAGE i Z v OJ'Q _ DRAINAGE \ / EASEMENT \ \ EXISTING R/W KE y4y / I ( EASEMENT d / � rQ1 FFE=554.81 POWE\ -,,ACCESS EASE ENT ` (3) 42" / / / / \ U / O COMMUNITY \ DB #32957 P . 24 , I \ CIRCULAR RCP FGE=554.81 / � \ K45 PE=554.47' / \�. , 1 FLOOD FRINGE \ / ` c5� / G9 S J11 --_ J TEMPORARY TIMBER OR STEEL CQS 247 / / \ FEMA FLOOD \ �Y\ / ,5�� BRIDGE TO BE USED PRIOR TO / \ 60 1 FFE=554.81\ / % \ / I > 0 G5 PERMIT ISSUED BY USACE. / / ,/ I \ FFE=55f O FGE-554.8� \ \ ' FRINGE \ /0 0 \ / \ d 1 PE=554.47' / _ / / \ o ° °o \ / ` \ / / / / / l \ FGE=55E / \ Y 246 / \ . J9 " / / \ gel o / / • \\ I PE=555. PROPOSED ° ( / �� / \ 11 / 547 \ ° \ HEADWALL �� C - - ` F=554.64 \\ / � o 0 0 0 0 0 0 0 0 o ego 0 0 0 0 0 0 0 0 0°° °°°° � \ \ 2 _ �� P 554.30' \� / / \° ° G3 - - _ G6 / / \ 62 \ SCALE 1 "=40' 0 0 0 0 0 0 0 0 0 0 0 0 0 0 gi° ° o 0 0 o CREEK \ -- \ \ \ FFE=554.2\\ \/ S� o / o 0 0 0 0 0 0 0 / / \° CENTERLINE \ \` 20' STORM 7 / \ FGE=553.70 \ vNOR K9 46 / / APPROXIMATE \ t STORM DRAINAGE I / f / o ° \ TOP OF BANK \ DRAINAGE ( / \ PE=553.95'I / 0 40' 80' / K EASEMENT \ v ` / \�" / / \ ` \ EASEMENT FFI=554.86 I \ I .O 0 / ° ° \ �\ / �- = ' J 3 \ l FGL=553.70 r 0\ / / ° ° \ fir/ \ - / / \ FFE=553.7\ PE=554.53' \ / ° ° \ / �O ` \ \ FGE=553.13 K17 \ 0 25' POE FFSET 0 ° h D15 f \� 245 Y Tz \ T CLEA ZONE SEE O / / / ° ° \ / \ \` PE=553.38' \ I� DETAIL SHEET C-701 0 0 �FE=555.25 \ � r 1 0 0 \ \ 88.15'± / / ° ° o o \ FGE=554.08 { 1 0 \ , Q ` 64 \ �/ 1. CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTING - \ / \ D27 / APPROPRIATE PARTIES AND ASSURING THAT EXISTING UTILITIES \VE=554.91' ' - o �\ / o ° / \ \ FFE=553.19 ARE LOCATED PRIOR TO CONSTRUCTION. 244 o i o°�� \ ,� � , \ ARE=552. NSIBLEFORCADES JOB NO. \ \ / ° °° / / / �` \ PE=552.8 / 2 FLOAG MENTOETCSAS NECRESPESSARY TO INSURPLACIE SAFENG TY TO TO THE USING ° 0 , ` �s / PROPOSED GRADE AT MATCHLINE-SHEET C40 , \ i / �� ,/ PUBLIC. ^ / 54.89 / ° ° \ `SS/S �7 / / POWER LINE CROSSING: o �,� \ D47 \ `i'1946 / \ ��/// �3. ALL PAVEMENT CUTS, CONCRETE OR ASPHALT, ARE TO BE 53.72 \ , / o \ 545.2± ° ° �\� / \\j / \ / / _ REPLACED ACCORDING TO STANDARDS OF THE NORTH CAROLINA \ ° 0 ` ° , DEPARTMENT OF TRANSPORTATION AND TOWN OF PINEVILLE SHEET NO. 4.55'243 \ p^ o o J5 (3) 48" RCP 0 0 0 ° ° STOR \ O�:O FFE=552.86 UTILITIES SPECIFICATIONS. \ \ / !rj cS 0 0 i DRAINA E FGE=551.70 / O ° ° / `�S ° � / EASEMEN PE=5521.7 4 / / 4. SHORING WILL BE ACCORDING TO OSHA TRENCHING STANDARDS C-409 PART 1926 SUBPART P, OR AS AMENDED. 0 c U 0 0 w m 0 0 Q 0- 0 c m c m v- m a .o 0 0 3 c L co L 11\I I 1 rr \> I r I I 1 I I/ / ,' 1 // I — \ \ / _ _ — — — — — — — — — — — — W W— / W V✓ W� �W— — — W� — W W W i / ' _ J INDUSTRIAL DRIVE ss _ i (60'R/WMB. 14PG. 14'3r— \ - ____ E214r, — i ) / CC) E19 ■ II \\ I I I/ /� / a _------564 � \ \ L _ \ IN I \ I STORM I — l II DRAINAGE If I EASEMENT W15 Ilool E 7 7 / \ / PrROP�RTY 555 ` / / / / _ _ I I l LIME/ RNV G _ _ _ _ ' II \\ OlN \\ ,' _— ---/ l — // N/F I HAROLD F GRIFFITHS \ N/F I \ j JIt I I 1 / \ \\ /r N/F \ / _ DB 18467PG. 513 I DELINGER I VESTMENTS, LLC DB. 2�780 PG. 36 / \ I I EXISTING O co U � -1 O 1 1 \ \ 10 06INDUSTRIAL, LLC^ — \ 556' — „ — — PID # 20508111 I — I PID # 0508110 FENCE Lu Q �(D_ w z oo , \ \ \ \ I _ _ _ — _ \ I 1142 PG. 3416 \\ \ 'SS�--- — --�—_-1 // — I I \ / I WLLJ /' \ \ PID#20508107 / —558--__— ----'— — �- 1 \ J I r sLulco _�' I /Lu — 560, h / f I \ 13 ( \ 1 I 1 1 , \ EXISTING 81' DUKE I \ J 1 \ POWER R/W56 \ — / r— \\\\ ��` � / I '�� I l MATCHLINE-SHEET C409 IN, \ \ I I I E27' I I Es s / o�.•%'�., s = 3 03 — �PIHERI� 11/2019 LEGEND of 700 MINOR CONTOURS o 0 N uj U 700 MAJOR CONTOURS z 0 a) E Lu ® PROP INLET a � 13 SLAB TOP INLET Q w v " �H —io Lo ❑O CURB INLET a O N o o cn w YJ M Om DOUBLE CURB INLET O cn o z z z STORM PIPE Q = w OO 0O 0O ULn QQ STORM MANHOLE cn cc CDz Z Z Z o � �00 ><--700 SPOT ELEVATION o CD U u U w p p p FIFE: 700.00 FINISHED FLOOR w ^ Q Q Q ELEVATION o w FGE: 700.00 FINISHED GARAGE O OO O ELEVATION J a a a PE: 700.00 PAD ELEVATION O O 0 FPE: 700.00 FLOOD PROTECTION J M W W W ELEVATION _j I ; -4 ' W N rr rn rn rn FLARED END LL U) z .. . 0 SECTION W/ RIP RAP J z LL uj APRON C7 Q o N M ' Lu 13 OUTLET CONTROL o �' o o STRUCTURE DATE LL 1211912018 oe U DRAWN BY s 2 SCALE 1 "=40' 0 40' 80, A. DALE °C DESIGNED BY • O • = J. HORTON • O CHECKED BY • o C. TODD • • w w SCALE u Q AS SHOWN • z O • > O 0�1 Ln l0 1 U 0 a z z z W < —i J (n � Q � z u a Uz=(D ooz Z 1--I z �wCl 0 J Q� W z Q a U � 0 z 1. CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTING APPROPRIATE PARTIES AND ASSURING THAT EXISTING UTILITIES ARE LOCATED PRIOR TO CONSTRUCTION. JOB NO. 2. CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADES USING FLAG MEN, ETC. AS NECESSARY TO INSURE SAFETY TO THE PUBLIC. 41 946 3. ALL PAVEMENT CUTS, CONCRETE OR ASPHALT, ARE TO BE REPLACED ACCORDING TO STANDARDS OF THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION AND TOWN OF PINEVILLE UTILITIES SPECIFICATIONS. 4. SHORING WILL BE ACCORDING TO OSHA TRENCHING STANDARDS PART 1926 SUBPART P, OR AS AMENDED. SHEET NO. C-410 AE / FFE=559.74 1Lo FGE=559.15 1 �' �� / �� ✓ / \ 209 PE=559.40' 282 / ■ `y\_ \FFE=559.02 \ FGE=559.02 M33 i j FFE=559.06 FGE=558.4E \PE=558.68' 274 PE=558.73' / --E=559. / ��$if �� FGE-558.43 21 o , PE=558.68" , 283 FFE=553.58FFE FGE=558.58 / \ \ / FGE= �E=558.2- 27300 Lo PE=5 \211 PE=558.48' \ / 284 \ - ` FFE=557.84 j 49 p M79 \ FGE=557.84 1 FFE=558.03 = v / FGE=556.86 \ 4 212 PE=557.70' � � U \FFE=557.31 �C� 2 FGE=557.31 PE=556.97' /\�O C \ FF E=557.2\ \ PE=556.92' 286 \, ` OA 213 % / \ / FFE=556.88 FGE=556.88 \ % PE=556.54' / \ FFE=556.97 ■ 71 / FGE=555.81 � M2 214PE=556.664' / 0 / �\ 287 v \` FE=556.33 \ E5 E=557.0\ FGE=555.17 \FGE=5�7.05 PE=556.00, \ PE=556.7 ' \ 545-2--P `0 ° 0 0 288 ° ° o �`9 �Sj \ \` FE=5P.42-- FGE=555.25 \ / C-OL 6.25 /E55/ PE=556.08' =7.09' \FPE=546 O\ 216 0 � /l FFE=557.96 \ 6q \ M3 FFE`/ FGE=556.80� �_-555.68 PE=557.63' \ _ / PE=556�51' \ ss Gjh 217 FPE=546 \ / h/FF28 \ FGE=557.2E ,FGE=556. 2 . \PE=55$.11' 46X./ \ 218\\ \ �i 45 / FGE=556.5�� \ \ FG=557.94' J\ -GE? 57.11 PRbPbSED �\ \ X�222 F E LINE /FE=558.02� _ S � h FGE=556.85 \�28+_ AC OF IMPER I AREA / O ° �� ® PE=557.69� \ �\ WITHIN FLOODPLAIN. MITIGATION o S \ ` 223 4 PROVIDED BY 2.03±AC. OF TREE o \ / / \ SAVE AND 0.53± AC. OF REPLANTING FOR BUFFER / �y( U FERI IMPLEMENTATION NTATION2NOTEES. / � ■ \ � LE ` FFE=560.02132 _ FGE=560.02 % 17 J27 ��U �OF ESS 104i� � 10 T PE=559.69'556 = S / 131 \ / 1 I / J25 cs , \ FFE=560.11 P21 1 1 I ' cS� �` P2■9 Q27``S`s6P' 2�5 \FPGE�E==560.1/1 5597125 -I 124123 -II123 I'I _122 I II II 4♦`\ `/ / '''�/sq•`• ��•ti�•� •P�.G� i EiINEE R••'•%%` FFE=557.9FFE=557.5 � FFE=557.09 t►ol1/, 1 /20191� ��l 27 E-558.44 991 FGE=557.5 FGE=557.09FFE-556.65 IF121 �\ GE=558.44 PE=557.66' PE=556.76' FGE=556.65 FE=556.28/ 9� oD E=558.11' . PE 556.32' 120 7.37 FGE-558.89 E .62' PE=558.56' E55595 FE=555.66 LEGEND 129 FGE=555.07 119 o556 cv STORM 700 MINOR CONTOURS co N ' DRAINAGE FFE-559.5 \ /EASEMENT \ FGE=559.55 f - 555 \ \ / PEE5554183/ 118 / 700 MAJOR CONTOURS z FFFF E=557.5\ I 130 PE=559.2� / -i K57 i / w -b E FFE= .80 FGE=557.00 1 \� /FGE=5 .22 ® PROP INLET PE=557.25' \ FFE=559.55 271 / / P31 FGE=559.55 _ _ - - - - K5$ F- PE=559.21' K41 - _ PE=55 .47' H _ � 11 � SLAB TOP INLET W v \ Q oM FO 'FE=554. °C LL r /FFE=558.14\ �Q / FGE=553 o '9 K39 �, ❑O CURB INLET a O N � o � cn � Lu FGE=557.56 �� tip �' ` �\ / - PE=554.1 Lu PE=557.8� P33 �So-� / �� i ' �\ ks Om DOUBLE CURB INLET cn W W W 270 / S'i/'G ti Q�� fig\ P� o/ \ / 6 U O o G � z�� °L / FE=558.44 \ J \` O�c,O \\P Ol � STORM PIPE < _ a w U U U \ FGE=557.86 k0 0 �1 u' p V -a o 2 9'-558.11' / \ �6 / STORM \ 8 �/ ` STORM MANHOLE U) a CD z / h ,/ / DRAINAGE �\ \��SA 00 O O O -0 � rljO hh \ \` EASEMENT \ 700 SPOT ELEVATION ~ o CD U U U / 2:FFE=559.24 ,n %� \ FGE=558.08 \ �, / \` \ COS , '11�` w p O o Q PE-558.9y/ / K37 \ 0.21_ AC. /� \ \ FFE. 700.00 FINISHED FLOOR w Q Q Q J COS / �\ / /FFE=555.22 ELEVATION CD 0.19± AC. FGE: 700.00 FINISHED GARAGE PE=554.8� / 250 K5 ELEVATION u W W W 257 / S •\ / / FFE=554.45 J a �/ FGE=553.28 O O O FE=557.45 h'\ / \ � / PE=554.1 � PE: 700.00 PAD ELEVATION � � � � ` FGE=557.45 h \ \ / 249 / 1� O '" U) '" \ � 256 IFFE 53.77 FPE: 700.00 FLOOD PROTECTION � LLI LLW W , cjhrO M69 \ PE=55 .1 J , , ELEVATION Lu - 00 FGE=553.19 � o C2 CE C2 FE=556.67 P,1�=553.44' w FFE=558.91 / \�6 / g N 67 FGE=556.67 �� F \ FLARED END aL z o 0 0 STOR� � � / / FGE=557.74 / �` ■ / C \ / / 24g � Q � U DRAINAGE \ \ PE=558.5 � K 5 PE=556.33' 255 M23 / / / / \ �c h� 0 SECTION W/ RIP RAP W z Lu w r\, N �, SEMENT 267 / p 4j , J < \ \ \ 291 / \ /� / FFE=558.75 \ \ FE=555.96 / K bh / / 47 APRON z o \ / ( N X FGE=557.08 / /FGE=555.38 / \ / ;.30 PE=558.4 / ` PE=555.63' 254 \ co z O O O-i / \ / / \ / \ OUTLET CONTROL c - a 14'/ M21 ' �\ 266 /FFE=557.88 \ 0, 9R> ( ✓ / FFE=555.27 / c�, / . STRUCTURE ce DATE OS l M65 / FGE=556.21, / \ �� Lp / FGE=554.69 K35 `E- \ / LL // , 265 / O � � C/ / 253 '`rSg � � 12/19/2018 /FFE=557 05 \ JF \ /E=554.58 / / \ \` K45 / U DRAWN BY M59 / FGE=555.38, M57 PE=556.72 / \ \ \ PE=554.24' / �\ / A. DALE /\ /� 264 / N � cn M1� FGE=555.37 �` /� SS / oo � 3 / /FGE 553.85 � DESIGNED BY 6' / PE=556.21' i \ / / / Y • O � � � PE=553.52' K31 ■ � v z 263 � \ � \ / � / 251 11 • � J. HORTON 292 / /FFE=586.00 \ `� ✓ / FE=554.07 / `�' 1 FFE=558.04 / / \ \ / FC�E=556.00, / ■ \` K23 / / ' GE=554.07 / // 0 \ • � CHECKED BY FGE=558.04 / \ `\ / 2RE=555.66' / PE-553.73' K15 PE=557.71/ A ZZ.• / /FFE=555.89 \ • Lu o C. TODD FGE=555.89 21 15 �/ STORM / A K9 � SCALE FEr57.75 tq AINAGE r / PE=555.55' / \ /FGE=557.17 h/ EAS ENT M61 261 / '`r22 � u AS SHOWN PE A57.42' 294 / FFE=556.03 /FGE=555.45 FF!=554.86 • z0 \ \ 0 /FFE=556.88 \�;L/y \ \ / / / 2 0E=555.70' / 8 l FGL=553.70 � _ / FGE=556.30 R\09 / / PE=554.53' • %kl�\PE=556.55/ 295 `� / FE=555.46 \� 245 S • FGE=554J �` \ \ 'SS6,\ �Ss ✓ / FFE=556.62 / / hh PE=555.1 \ ' 0 FGE=555.45 259 ' \ \ \ �\ �E_555.20 & � a` tHStMtNI \ ° I \ ( / � \- \ //FFE=552697 ` \ S�/ / /rrt=oo4.aa ° % FGE=553.72 o FFE=556.66�E=554.55'O 1 26 / ° to \ `L 1 FGE=555.49 FGE=555 / ■ s ,% �// / h`o \ \ 243 \ Q� ° \° \ 1 M5 0 � � 1 PE=556.33' / / \` SQ M73 / 2(38 / / / \ O \ \\ - FE=554.52 \ �� ° I / / /FFE=556.29� \ ✓ FFE-55jr188 / i� \ \ / FGE=553.36 / \ \ ° \� \ \ ° 1 FGE=555 3 60 \ / l FGE-555.88 / \ 00 \� \ I �/ O ` \ M PE=555.96/ PE�55.5� / 299 / /\ �` 23 / / N. \ E=554.1242 ° / ° 1 / 226 / ;2i�L \ L . /` \ \ o \ \� \ \ D� `\. FE=555.92\ /S�q ✓ / FE= '56.08 - \ N \1- / M53 \ CF \ / FGE=555.50 `� /FFE-554.17 / / U) o _\ \ \ \ I / / \ \ / FGE=554.76 / 9 ` PE=555.75' �\ o \ \ \ \ \ \ O \ 1 1 \ \ \ 5 27-555.59/ ' ` Y \ / ` L 19 \\ EE 553 803' \ K3 / \ ° 0 \ \\ ,I\ ° '\ \ SS \�� \ _/ FFE=555.55 �SQ \ COS \ / S\ 241 \ \ \ \ O \ 7 \ \ ` 0.-16 U\ FPE:5 4'FGE=554.39 10 PE555.2 co ./FFE-553.7' -SAVE o ° \ 228 27 \FGE=552.62 Q o o °x /FFE=555.18� IN PE=553.46' - O FGE= ool 240TORM� °°^ PE 1o 229 SEMEN � oG0Q ° ^/.SE=552.34U��R°° o 0 TCLEAZOYGE=553.65 E=553.1 dn- ° o7\° DETAIL SHEET C-701 PE=554.48PE=54Z9 � w O 0L31 U o\\ FFE=554.44 FE=55_ E=553.28 J Q7rnO ° oO° Qo soO / / PE-553 (V0 =552.9\N46.6 W 238-- 7ZQJaIL,-�.Ln-/I \\//\ h . I IIFGE\=551.7-9 9 GE= E=552Lu 62 o 5-_ 0\ �P2 FFE-553.85 .PE_546.6' 0 w °FGE=552.69 FFE=553.26 FGE=551.84 237 542- ° PE=552.67'00 / -fFE Z Q o/ 0 6O UNDISTURBED PE=553.52' .FGE=552.10FPE=546.6 a \ PE=552.93' 236� U ACRES CO ° OPEN SPACE OD FRI o /'O 233 FPE=546.6 _ ^ °O542\ o o \ S\ \/ 234 v,\ COMMU 0OI '\o oNTINEA� CHM% \ _ \ �\ I \\ �V A �Q o O ''cp \ \ O \ t\ FEM \ FLOOD- �\ \ 0/0 O \ 0 40 \ FRI �\ \ \ ♦ 1 ° \ \ , \ - _ \\� oo " �6 \ /I \ �, _ e i / STORM DRAINAGE V \\ o \ EMA o \�\ \ \ \ \ �\ \ \ \ �- L4 / '�' / EASEMENT FLOODWAY o ! \ O \ 5 \ -�-- \\ \ \ -s39_ \°\\ \ \ o - 0 ° \ \ \ \ \\�6 ((b»� I \ \ \ \ \ / \ t 1 / 547- _ �/ 545 / _ 547 546 / - J / NOR \_ \`/ o \� / / o°°° 544 I //' / / 0 40' 80' o / \ 1 ° _ \� °Q ��\ \\ \ \ \ O / \ // 0 0 0 ° ° �\ 5380 \I \\\\`�- \ \� \ \o dO \�� ^/ / / O °-°- - O5 O o \\°� � � ° //O �o O � cb ° 537 O��\'\\ \ \ \ O o / \ °\\ 1.28± AC. OF IMPERV US AREA1 \ G 60' CE T ^o \ �� \\ \ \+ 1 /�h 007 �! o� \ \ Y / / �/ WITHIN FLOODPJI AI MITIGATIOON \ \ °i - \\ \ q0 I / / / o _ / - PROVIDED BY 2.03± AC. OF TREE r y TARP O\�\ O \ 10 cs / \ \/ 4S� ° .� \\ �\ / / / SAVE AN9.U53± AC. OF / / /\� CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTING EASE NT \ O Q / EXISTING 81' / APPROPRIATE PARTIES AND ASSURING THAT EXISTING UTILITIES \ o \ 1 \ \ \O T \' J I / ° , REP L} ING FOR BUFFER / - / ARE LOCATED PRIOR TO CONSTRUCTION. \�O/ O�\\\ \ \ \ I\\ \ ,/ I\\� '\ / / / DUKE POWER R/W MITIGATION. SEE SHEEYL-200 FOR / JOB NO. t3° \ O ` \ \ b��° ` / �°' ° \ _ \ / / BUFFER IMPLEMEN TION NOTES. 2. CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADES USING W \ \\ O \ /�\� FLAG MEN, ETC. AS NECESSARY TO INSURE SAFETY TO THE -O � \ \ \ \ \ \Q° \ / O PUBLIC. \/ \ \ ° \\\ \ /\ / / / / \/ `l J3. ALL PAVEMENT CUTS, CONCRETE OR ASPHALT, ARE TO BE 41 946 ° \\Q ° p O REPLACED ACCORDING TO STANDARDS OF THE NORTH CAROLINA O DEPARTMENT OF TRANSPORTATION AND TOWN OF PINEVILLE SHEET NO. O O \ - �/ % 1 8. O /� \\ / - - \541/ / �/ \ _ UTILITIES SPECIFICATIONS. \ \\1 \ I \ - / ' \ ° \ ° \ \ \ \ \ \ \ \ \ O / /O O\� V\��i / / \{ / \ \4. SHORING WILL BE ACCORDING TO OSHA TRENCHING STANDARDS C-41 1 S \ O O \- /c PART 1926 SUBPART P, OR AS AMENDED. 0 tn 2 U c iv 0 0 w m 0 0 Q c a c m 0 a m 0 0 c m c m v- (6 a c `o 0 0 3 c -0CL D �O o O - z wO 22 0g c T � m o a � c m (6 N CL 0 c zN O � a g x w o o w r 0 0 o '= a3 Y N L N U o N U L 2 (6 0 � O a� E � c c U � 0 a0 (6 � �U o N o U 2 c (n (6 � U) o U Q O N H 38.172 RES - A D/RgSS AVAILA� / \ �\ / 32.73± ACRES / UNDISTURBED SPACE 1.28± AC. F I PERVIOUS AREA WITHIN L PLAIN. MITIGATION 544 - - PR VI ED BY 2.03± AC. OF TREE ' SAVE AND 0.53±AC. OF P1 REPLANTING FOR BUFFER MITIGATION. SEE SHEET L-200 FOR BUFFER IMPLEMENTATION NOTES. r / y45 J / / I I a Ecru �' ;'09 FUrU 46 3- /,. FEMA FL( \ 0 0 o -o o ° 0 0 \ 0 ° / o 5� - 00 0 ° o / - Nm� - \� I °o \ 0 o 0 _\ / / �541 0 \ / O r 0 °/0 /� 2 o / - - o�0 0 Q\ 0 0 0 / \ / I // 552 \, - �j o 0 o \ 545� / 0 0 o / / Io \ \ 0 0 / hh /Q / \ \ o ° 0 ° / 0 0 0 0 0 1 h 0 0 0 \ 0.88± AC. ° \ 1 / \ PROPOSED 200 °� / / \0 0 ° 1 o TREE SAVE AREA\ / NITARY SEW fQ 9 / /\P - \ 0 0 \ \ / EASEMENT ° /o / / 0 \ / \ ° ° > \ 15' STORM / / o ° / 00 0\ 0 M9Z _ A \ DRAINAGEO / \ 0 I EASEMENT�o 0 1 \ - -548- / / N / V A ., o � I 0 o,\ 1 \ , / / 1 553 \ `rsz / / 10/ o� o LO \ \ ° O o / / °0 \ 6�9 / / / 00 555 �\\ / ° o / 0 9 ° / o �\ X / \\ / I / cp 1 S ORM\ ° o / \ S / ° ° / I �\ \ / / / / HAROLD F. GRIFFITHS ° \ �� o� / / \ \ \\ / / / / - / D.B. 18467, PG. 509 DRAINAGE 7' CLEAR ZONE SEE o � / \ � M.B. 14, PG. 143 T EASEMENT DETAIL SHEET C-701 9 o S M NI 1 \ 1 / PIN: 205-081-13wt r y LO F N� / 55- / / / / U Q / 5i ALISTAIR AVENUE \ v� / \ / / / \ / - - / 555 R3 - 552/ - 553--' Iw) _ \ \ I / / \ / \ 552 le r w 100' BUFFER / I w P3 If � ��553' � ORO 1 cP� k I // I W \ RA556 z I AG \ � / \ / / 552 % III 150 I MI 1I1 I II1I1��I �, cc�sS1 ✓ %� i1I I1 1�I I\ I I1I 554 III I IIIEA/ME T II 555 ILO 149 / PROPERTYLO 148 V LINE151 FFE=555.13 FFE=555.46 PROPOS 52 FFE=554.99I FGE=555.13 FGE=555.4 FFE=555.17 TREE L�ED �- - -- rJ2C)Q, FGE=554.99 IPE=554.80' 14FFE=554.61 �' PE=555.12FGE=554.59 1 154 iE=554.2 Q EPE=554.66FPE=549.0 PE=55.'/I' / FGE=554.2'E55428' PE=549.0 44FE=555.49 d' FFE=553. FPE=549.0 FGE=554.32 �155 FGE=55 pE=553.91PE=555.15/ 14 FFE=553.5 FPE=549.0 GE=553.5 I PE=5�3.54' 4 I 015 17 1 55 O FE=955.74 IP 5 17' PF 549.0 J ME=554.57 4/ `SS P9 FPE=549-(r I i l PE=555.41 553 145 011 �- 01`SSS FFE=556.15554.98 �/ 0FGE/ O 6 l = 019 PE=555.81' R � c� _ � - � � RIW _ 075 � � � � 144 13 08= 55 \. / FFE=556.42 RM AitTAGE _ /555 _ 5 / \ FGE-555.25 SEMEN. 4 5551� 556 APE=556.09' 55 I jl:5:5'�99 9 �55454 FFE=�.3 I FFE=557.73 fGE=557.3 I / 021 / FGE=557.73 I PE-557.05' 143 194 6 FFE=557.11 \ FFE=557.73 STORM � 1 \ 5= GE=557.73I I IPE=55Y.40' I I 077 0 FGE=555.94 P11 FFE=557.6 I � 195 DRAINAGE \ / 1 \ PE=556.78' / � / i FGE=557.6 E=557.40 I 196 I I EASEMENT ` S6 FFE=557.2 / FGE=557.2� PE=557.27' I I yy1' �` � / � � � 1 // / I\ � \ � \ 560 - FFE=556. 4 I I PE=556.90' I / 197 I I I 0.12O AC. 079 Q'v 1, / 1 / / I I \ I I EE 556 50' 1 198 1 1 I 1 I I I / N / \ I I I \ v ` 560 I 199 I I I I I I NO ` IFFE=557.05 I h I I FGE=556.05 I 200 PE-556.88' LEGEND MINOR CONTOURS -700 MAJOR CONTOURS -700 ® PROP INLET 13 SLAB TOP INLET ❑O CURB INLET Om DOUBLE CURB INLET STORM PIPE QQ STORM MANHOLE ><--700 SPOT ELEVATION FFE: 700.00 FINISHED FLOOR ELEVATION FGE: 700.00 FINISHED GARAGE ELEVATION PE: 700.00 PAD ELEVATION FPE: 700.00 FLOOD PROTECTION ELEVATION FLARED END 0 SECTION W/ RIP RAP APRON 13 OUTLET CONTROL STRUCTURE SLTFL 35H03 P' ER 1'tl10/31 /2019 of CO U N N U o z E a) E Lu , = o a Lu Lu U. o0 a O (nLu N W Oz a M a W W W zr,u Qa a w w o00 � U Ln o ccC z O O O O CD C) Lu cl O ua Q OF,O ct� Q� ct� aaa J O O O �: > > 0 ro J Lu � � c -4 w 00 rq rn rn rn J z w w (iQJ �10ti O N M Mz oo C a IIx O DATE LL 1211912018 U DRAWN BY A. DALE ui °C DESIGNED BY • O • = 1. HORTON • O CHECKED BY • o C. TODD • • w SCALE u Q AS SHOWN • z O • • O I I I �7 557 �' 55 - 0 0 4 FFE=557.69141 FGE=557.11 I556 - I_ i 1 023 IPE=557.36' 1 O 1 TES RIW D25 556 S N 1 FFE=558.061� S57 I I O 1 I � 1 FGE�557� -Cb 193 � I � �PE=557 73'\\ � N 192- I � 6� � � � 1- 1 � I FFPH=558.5 ■ 1 1_ 558 FGE=557.3 co I I \ ' I 190 555 FFE=559.0(� pE=558.22" 139 P13 I 73 I FGE=557.8 I 0 FFE=558.55 I I 189 I FI'E=559.3 1 FGE=557.97 I II GE=558.20 I IPE=558.67' I L55 IPE=558.22'1 \ U 188 FFE=5-'-K3 FGE=558'39 PE=55904'8 I 187 I FFE=559.56 I P5 559.23' I 1 1 \ \\ /// O Z 1 - \ I / P/D # 205qM7 z J Z 186 1 FFE=559.33I EE 559 239 I 558 ! y � F coI I FGE=558.16 / I I STOR f�FFE=559.05 138 HAROLD F GRl l TRUSTEE LU Q 185 FFE=559.08 PE=559.00' / DRAT �\GE I FGE=559.05 crn I \ I J J 184 FFE=558.7� I I I / / / OF THE HARD RIFFITHS Q 11 FGE=557.91 0EASE NT � IPE=558.72' ' � 1 A 1 � � I II / 5E I S� FGE=557.54 I IPE=558.75' I I - 1 1 / REVOCA L UST z U a I FFE=558.3 PE=558.38' 1� �� OC C` DB274 PIG. 7IS �J,J � I I FFE=559.1 GE=557.19 I I N29 _ CEDE" I 0311�G I I ,G FGE=558.0 I E=558.03' I - 559 m / 4 -as = (( nn 1 I N37 -�- 5$� 137 �C \ I 562 M65 P� U Z V I PE=558.84' 1m � �--( I 558 -/- FFE=559.55 1 � / � J lO � z FGE=559.55 I w H \ _ 1 IPE=559.22' c" N \ / 113 Q 563 Z 558 ` O 4 I 35 Ln \ `\' / / / z w 0 -/_�- 559 I \\ �60' J co ST RM ! / 559FFE=559.51 33 uJ1 FF E=560.05136 I 1 '� I J\ / \\ / / / I w O UJ W V _ DR INAGE J I i / / I z z j\127 278 FGE=559.51 '� U� FGE=560.05 8 / Z EAMENT 1 rL PE=559.72' I co 55 \ - / / Q a / I PE=559.18' I 1 00 \ I J 71 N 17 ■ 1 FFE 559.72 279 �1 I�= 1 I ■ rFFE=560.09135 1\ - 19 1 2 LO pGE=559.14 FFE-559.89 Q / 35' BUFFER 5E5N2 E=559.39' 277 FGIFGE=560.09 559 5PE=559.56' UI PE=559.75' r / Q � / FFE=559.98- O� \ \ 563 � 4 FGE=559.40 � � 280- 1 1 207 PE=559.65' FFE=559.89 1 � / FFE=559.63I I 1 , FFE=560.23 34- 15 �_ \ GE=559.31 I ---- E=559.56' 276 FGE=559.05 � 1 �P1 ` FGE=560.23 � PE=559.30' 1 PE=559.89' / / \ 5 0\- 1 _ � -\ - - -563 1 1 FFE=560.36 � � FGE=559.78 i i \ SCALE 1 -40 1 08 � 281 \ � / / COS // / 562_ - I j1 PE=560.03' IFFE=559.56 Z)o 1 560 FGE=558.98 , O\ FFE=559.51\ 133 \ \ / P35 1 ,S6? - -5568 560 0 40' 80' i � �- FGE=558.93 FFE=560.23 � \ � STORM / 50� � � U PE=559.23' O 275 _ \FGE=560.23 / / \ / DRAINAGE o - _ 55 \ 9 � cL� PE-559.18' - -- J..� - � 9 69 55 PE=559.89' / / \ 559' EASEMENT I - - '55 5 \ / 7 \ CD1J FFE=559.74 FGE=559.15 I 209 PE=559.40' I �\7z�n 282 O\ / FFE=559.02 ON / / , \ P -�2' RIW) ■ � \� ` FGE=559.02 M33 i / FFE=559.06 �i A FFE=560.02132 / / FGE=558.48 \PE=558.68' ` \ 274 PE=558.73' , \ \FGE=560.02 / 17 - / ~ ° - J27 - i PE=559.69' 1. CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTING / ` S6, / �' I I r \ SS6, APPROPRIATE PARTIES AND ASSURING THAT EXISTING UTILITIES GE=559. $�� \ �" \ / _ _ r I q� ARE LOCATED PRIOR TO CONSTRUCTION. FGE=558.43 / �� 283 \ \` ` \ O \ - 1 I I I \ �SSS( 2. CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADES USING SOB NO. \ ` 210 PE=558.68' , FFE=558.5t\ 131 \ I I I I _ I \ J25 ss js PUBLIC. MEN, ETC. AS NECESSARY TO INSURE SAFETY TO THE \ FFE=558.58 M31 \ I�AT LINE- � E ET 41 1 \ FGE=557.92 FFE=560.11 P21 41946 FGE=558.58 / i \ FG=60.11 / 3. ALL PAVEMENT CUTS, CONCRETE OR ASPHALT, ARE TO BE `�E=558.25' PE=558.17'125 123 I REPLACED ACCORDING TO STANDARDS OF THE NORTH CAROLINA \ `I / / / SS3 DEPARTMENT OF TRANSPORTATION AND TOWN OF PINEVILLE SHEET NO. \ / / , \ 273 \ �\PEc=5�5`9.77' / � / / \ / \ I 126 I 122 I / UTILITIES SPECIFICATIONS. \ \ i FF E=55 88 2 \ cfl ` / \ / scS �cP `n I FFE=557.99 FFE=557.5,I I FFE=557.09 \ / \ 27 / \ 127 I I � I 121 / \ 4. SHORING WILL BE ACCORDING TO OSHA TRENCHING STANDARDS ` FGE=557.65 � ` � � � / \ s � � 2 � FFE=558.44 I FGE=557.99 FGE=557.5 FGE=557.09I FFE=556.65 / � C-412 / CS ■ _ PART 1926 SUBPART P, OR AS AMENDED. 0 c tn 2 U C 0 0 w m 3 m w 0 ;s a c m 0 a m 0 0 c m c m v- m a c `o 0 0 3 �CL L)O oCL O 2Z wO 22 0g T � �o a= c ro coN CL o 0 C9 3 U) ZN O 2 a 2 x w o o w r � 0 o '= a3 Y fn � 7 N U O uxi o N U w 2 ;v w m U) o a� E � U N a a � � m � �U o N o � U �2 c (n co � U) O O U 2 a O N H � L \oo \ 0 ° ° / R3 �`N11�AR0��''�. 20' STORM '\ / . ••, •• ° ° / 1 0 9 � / / / � DRAINAGE \ hR5 � � � .�[�� •••ESS / • / ��. \03 \ /� \\\ / - 53$ \\ \ \`\\ _ EASEMENT ��4> / =;:��F O'1'y' y �\ \\534- \ ° \ \ 037 3tO�3 �\\ \ -534 \ o \� / �� •28± AC. OF IMPERVIOUS AREA WITHIN ,\O FLOODPLAIN. MITIGATION PROVIDED BY 2.03±AC. - _� .� ••• tiG��. \\\ ° / OF TREE SAVE AND 0.53±AC.-{�F REPLANTING / \ _ --_ ��i�S •• .�` ° \\ 1 �/ ° o o / R BUFFER MITIGATION. SE SHEET L-200 FOR - ® - - �� G�SZ-" O,,�OP�{ER ;��``` Off\ \ / I \ o\\` BUFFS 1PCEMENTATION NO 547 / / ��i�i'll►�`� 10/31/2019 \\° °�\ 549 U 1 N 535 \�� _ 7\ IM F( LEGEND o E 100' SWIM BUFFER / \\ ° o / o o / \ \' \ 1 �5\ 1 155 F 55 p 700 MINOR CONTOURS \� ' \� \ ° ° / \ �/ 039 1 1 1 1 1 FFE=553.5 1 FGE=5513.8 IF N vi 30' STREAMSIDE ZONE-, \ \ _ 537 \ I / 1 1 1 GE=553.5 \ PE=5� 3.54' 1 U o �53\\° ° _ -- - o'o \` 156 \ 1 p53 97 PF549.0 1 ` 700 MAJOR CONTOURS E 45' MANAGED USE ZO - \ _ _ \�� ° \ / \ _� FPE=549.(T' .E ° \\\ 1 \ \ \ 1 \ \ 157 FFE 553. 0 O�� 1 L w _ 553 F- L \ FGE -5al 4 v w ® PROP INLET 158 FFE=554.0 � � -o FGE-552.8 P 5549.0 91 21 - u R ° FFE=5�.5 Ff'E=549.0 a W U UPLAKB NE (WI VAf21ES I 0 \ o �538 �\ / / % / 041 1 C,E=553.3 1 PE=553.73' 1 Q ° c Lu V � � _ � �53\ � � - ° 160 E=554.19' PE=549.0 1 011 3 - Q SLAB TOP INLET � ''" 0 0 _ 554 FFE=554.9 1_ / w 3 '-'---- S \FFE GE=553. PE: 546' aLL Ln Z �� 3 \\ FFE=555. \ \ PE=549.0 \ ' ❑O CURB INLET Lu O N 0 V1 °FEMA "\ o _ \9 \�� / FGE=554.5 o FPE:54T ' O \FLOODWAY- o \ O \ PE=555.38 1 1 m a r- .� rZ W W W / 540 � -' PROPOSED \ 161 PE=549.0 ° 1 CEDAF W °� M Z Z Z \ , FFE=556. PE=549.0 /0 1 13 ,�- 0 DOUBLE CURB INLET U O cn o ° o 'S39 ° �\\ \\ TREE LINE - S ORM O8� X U O O O \ / FGE=554.8 / O _ - _ \\ - �0� \ 162 \ \ E-555.70' i 55g / 554 045 pFrTAGE STORM PIPE Q = ; u- w U U U 540- / 541 FFE=556. 552 - - 065 EASEMENT 0 V a o STORM MANHOLE cn z E-555.99' Z Z Z \ �\ ° S`s6 - 555 �70o SPOT ELEVATION 2 w p O \\\ o 553 -1 o Z Z Z FGE=555.90 \ f FFE: 700.00 FINISHED FLOOR w -i Q Q \ h0 PE=556.73' , 085 1 FFE=557.2� F ELEVATION o w Z Z Z E=549.0 / E: 5 7 FGE=557.2 - 1 FFE=556. 4 O O O : 547' PE. 5 FFE 6 FGE=556.8�1 1 1 PE=556.90' FGE: 700.00 FINISHED GARAGE - _ - - �� PE=556.50 \ ELEVATION W W W ' 0 `\ 1 \ o ° o \ N / \ �� \ 164 FFE=557. \ 0 556 �g6 FFE=557. FGE=556. 61 1 \ 199 J a \\\ v ` \ / FGE=556.13 O49 5 FFE=557. 1 1 PE 556.53 200 \ J \ \� � \ \ \ 55 1 FGE=557. 1 \ 0 o PE=556.96' O O O \\\ �S\�\ 1 0 / COMMUNITY / \\ PE=549.0 FFE=558 9 FGE=557. 51 1 PE=556.9 \ 1 \ \ PE: 700.00 PAD ELEVATION uj W W W \\ o ENCROACHME T LINE \ 201 FGE=558.1 PE 557.4 ' \ I p \ \ \� \ \ - 45 , / FFE=558.63 \ PE=557.8 \ 202 \ 1 FPE: 700.00 FLOOD PROTECTION J W W W �i� �j - FGE=558.63 \ \ \ \ } r� \ / - \ 203 ELEVATION w 00 ' 0 ° / \�\\ \ / �545 � / � �" 165 ` p 1 FGE FE_558.� 1 �PE5549 0 204 1 1 1 1 1 � � � � � rn � / �/ FFE=557. , I w r�l \\\ ° �� \\ \ FGE=556.12 051 h0 ( G 558 \ \ \ 1 1 J Q H U \ \ 1 PE=558.42' 205 \ 1 \ 1 556 FLARED END LL to z o 0 0 \ �o / \ 1 \ \ \ 0 SECTION W/ RIP RAP ,,; o i 37.69± ACRES b 0 0 o FPE=549.0 W z w N N N � 0 0 � \ FPE=54 . o w � � � \ \ \ to \\\ o \\ �� ti _ 1 \ APRON Z 5 Q UNDISTURBED '\ \o h 206 O Q �o N ti OPEN SPACE / , o rn 1 o o ° °� � � �"� � w tp CO O _ OUTLET CONTROL o o 0 - - c I I 166'FFE=557.7513 �\ 0 0 0 0 0 0 0 0 FGE=556.58 i \ -� STRUCTURE \ _ DATE o 0 0 - o ° ° _ - PE=557.42' Ow " / \ \� / �o �� 0 0 0 0 0 0 ° 0 J _ �' \' I I FPE=549.0 I p 1 �r I I-� ' , �\/ \ 063 I_� 4 1211912018 \\\\ ° 0 ° ,' / \\ .5p5�e �0' 0 - - �n - _ C S 55 555 i t;� ° \ 0 0 °� ; - I �co' 0 11± C. -i - - 073 DRAWN BY Lo y42 \ / / \ / 0�0 y46� / � - - - FFE=557.84 � N 5 � A. DALE \ \ \ '\ o I 167 FGE=556.67LO 0 0 0 / o � PE=557.51' I � � TESSiWI 061 / \ oc \ 0b\\ 0� Q1 Q3 - _ DESIGNED BY \\\ 0 ° o \\ �' ' o - \ �k1� / � / i - � - � �50 - -557 1 1 18t • O ° \\ 3 , ' \ J" - d O _ - 185 J. HORTON \\ ° \ 0 6k MUNI 0 0 i / / / / L I SSA O -�- _ 1 11 e FFE • 0 I FFE- ` 1 \ 1 184 \ FGE CHECKED BY ° \\\FLOOD /INGE o\A � � / / � I / • _ , o / ' i / / 15' STORM ' 168 FGE=557.20 '( 55 059 1 \ \ 1 1 559 183 \ - \ FE=558.36 1 PE= \ \FEM 00 / / i DRAINAGE I ` \ �� 182 \ FFE-559.1� E 55.03' • Lu C. TODD 9 / � � PE=558.03' � STORM 1 E=558.03' w 01 o S RINGS \ O o EASEMENT ' 57 FGE=558.0 1 1 \\ F\\ 4 o ° / i 1 / DRAINAGE 181 \ FFE=559.45 • • > 0 0 Tj h o / 5�9 / PE=558.84' w SCALE \ o o O / / i , / EASEMENT GE=558.29 °�� 'i/,o7 ° ° / / , , / 1 \ �\ 055 COS cb 180 1 FGE=558.681 AS SHOWN / E=559.12' i U \�\\ o i / h 179 \FFE=560.271 1 • Q i 0 0.10± AC4� PE=559.52' B,c F0 0 O i / i / FFE=558.79 FGE=559.10 • \\ ° \\\ p5 p� / / 55 ' / \ \ \ FFE 560.60 FFE \ \ N35 z �� F �s 5 0 0 4j i / / - _ FGE=557.62 \ - \F \PE=559.94' O o 6Q '�?�y\ 0 0 0 0 / \ Q5 169 GE=559.43 GE=559.43 0 0 \\\ S6' ° ° / i i / �55� i i' \ - PE=558.46� 5 - E=560.27' 1 PE=560.27' 1 > 0 0 0 0 0 0/ / i o°0 0 0 \\\ \\° ° <0NO �'�/��'' ��/ / /'/ .552// ��' //\` \ 55 / �\ `rcP ■ \ \ 1 1� 5 559 a� s , \ \ \\\ 0 0 p1 / i / / / ' ' / / i / ` FFE=559.15\ \` Q O o \\ 0 0 6 �' / - / �' 3/ / / _ _ - FGE=557.98 0 0 \\\ \ 55 / 170 PE=558.82',X � _ N33 N - - 1 N 17 / � Scs, `� 55 Z , ■ 19 0 0 - l / 5 / 1 �\ �- N31 ^ 5�558 0 0 36\\ \ 0 0 ° _ , FFE=559.8\ �, ` / _55 o / 5y5 / / Q7 ` // FGE=558.72/ /DoAU N RL _ 559 5 - O ° 0 y6 i / PE=559.569/ /\ FFE �5\\\ o / - - _ - / / S\ 171 /h / _ ■ -559_ N 4 207 FGE \�\ 3g \� ��ti �/ / ' - i - / i ' 1 \ \ \ `\ FFE 559.75 55g N 13 �E� 0 5 \ 0 / 5y6. 1 ` / FGE=558.59 0 0 \� \\ \ o ° 6� / ` .-- J / 1 \ PE=559.42" \ i \\ 0�, 0 0 0 .5�` _ 1 ,� \� / 172 /FFE=559.96 i 1 FFE=560.14 A p \ 0 0 0 FGE=558.97 \ ° 0 0 ° 0 55 / - - - - - - - _ 1 \ S \ / h0 FGE=558.79 / I 564. I rFFE=560.5 1 PE=559.81' 1 (V a / - - - \ 5Q FFE=560.26 FFE=560.38 178 208 Lii \\\ \ 0 0 0 0 5 1 1 1 \ ss \ 4� PE=559.62' //FGE=5 0. 6 I7FE 560 I FGE=559.21 FGE=559.35 U) 173 FGE 559.2$ \ \PE=560.18' \ \ \ U� o ° 546 y56" I I� PE=559.93' I I PE=560.05' 177 STORM v�T \ M 0 0 _ o ' 8 _ / \ / / I PE=560.05' I N 11 1 \\ o ° 0 ° 546 5� / \ 174 176 \ 1 \ 1 DRAINAGE W U 00�-0 0 5 / ` I 175 I EASEMENT ' / cu s \ \^ 550 \ y5� I 7' CLEAR ZONE SEE O Q \ \00 DETAIL SHEET C-701 N9 1 1 z Z z \O , 0 o I / I \ \ 1 N7 �_ i LL < O Q 558 `° (n 0 J ' Q ° 0 0 0 0 0 0 \\ \ z <Lu a \ 0 000 <n I\ hh�- - / ' / I \ -SS2� - \ \� `�S1q RWE� 3 N5 ---�\ , ` U z V \ \ ��,� 553 J O p z r \\ 00 0° ,� I ssi.�c-__- �� z - r Q W Q \\ ° \ ' \ n N 1 J '-' \\ 0 �000 SINE O /l ��\ -550 v \ \ \ -- 5 \ i -\ L_ rr nn F <n s W u' V \ \\ GNPNGE 52 ss� 15' STORM DRAINAGE \ `O Q a 0 0 \ 0 O SE 1% PNNU hry h� SSO �\ EASEMENT \7� \ U ^^ ° \ ° ° RE 0m I..L ° ° 0 \\\ 0 0 o FO�U h� 001)1, INE h' /' ' h / S¢s, \ \ ` \2m 2 \h / i n °\ \ It 0 0° 0 P� G PN _ _548 ~1.0 �\ `m O \\ °\ ° ° o PNN� h I / / / h z �\ ° FE x \\ 0 0 L0 Lc) \\ o ° r, 1 I 1 I / , / / i ' pro \ \ �\ \0 ° \\ o �� 1 `1 / /' / / hLf)� 0 0 0 0 o O o 546 �� O o �c5` �/ / 1 I / 0 0 ° 0 \\ SCALE 1 "=40' \ o ° ° \ r.O 77j 1 I I 1 0 �� \ ° 0 \\\ o i I 1 / 0 0 0 0 550 \� 0 40' 80' O INS \\ 0 N \ 0 ° / / 0 0 ° ° Olt o b\\ 0 0 / °° ° °�\ 0 0° / 549 O b W 0 0 0 0 0 0 545° 0 0 0 0 0 0 0 o < / o o 0�\ \ ° ° ss t �� 52 55�t,J`3 c�h / o \\\ o / / / / W j o 0 ° o ° ° 0 0 ° ° ° 0 0 0 0LO - \\0 \\ O O O /\ 0 0° / S m O O° \ �� ° O Ss� 5 O p O O O / / ° O O ° \ \ 1. CONTRACTOR IS FULLY RESPONSIBLE 1FOR CONTACTING \ O\\ /� ° ° s `c) 5 5¢ / / O \\\ °/ ° / S / / ° APPROPRIATE PARTIES AND ASSURING THAT EXISTING UTILITIES - / O p O 5¢ O 0 O Qj p ARE LOCATED PRIOR TO CONSTRUCTION. 0\\\ 0 0° s9 s s53 553 o\ C.TREE AVE \0 /ss / / o / o� JOB NO. \� O Q O \ S O Q / 6 O \ 2. CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADES USING �pV�' \\ �° �� (� �7 ° O`S2 552/ / / O �O O \\ s�� AS o / O/O o O \\\ S42 \ U P BGIC EN, ETC. AS NECESSARY TO INSURE SAFETY TO THE M Fro ° ° ,�\o ° ° / ° ° �� S o ° / ° ° �� - 41946 \� � (, \ � O O O O 5 ssJ � / / O O O \\ \ 57S\ O / / ° � \ \\ � 3. ALL PAVEMENT CUTS, CONCRETE OR ASPHALT, ARE TO BE E �\ O p O O / O REPLACED ACCORDING TO STANDARDS OF THE NORTH CAROLINA o \ !� Q' s o 0 50 551 / O O 0� \\\ S 5¢2 O ° / [ O ° \\\ \ DEPARTMENT OF TRANSPORTATION AND TOWN OF PINEVILLE SHEET NO. O \ \ O ��( '` Q� \\ 0 O O O O O S � / ° ° \ s �7 \ �O UTILITIES SPECIFICATIONS. \\ O O O O O L4g 0 �/ O \ S s� O ° \ 12 \ \ 4. SHORING WILL BE ACCORDING TO OSHA TRENCHING STANDARDS C-41 .3 0 n O 0 O 547 550 5 / S \�'j �p O O O y41 PART 1926 SUBPART P, OR AS AMENDED. 0 U c 0 0 w m 0 0 Q C o_ c m 0 m w 0 0 co v- (6 C_ `o 0 3 O � �O o U 2 Z wO :2 2 0g c T � �o a= c ro co(n rL oZ) U 3 ZN O x g x w o o w r 0 0 CL '= 2 Y M 0 N U O (D o N U w2 E w m w o � O N E U N 0 a m � �U o N o � U 2 c (n (6 O U) O O U Q O N E L 0 0/\ \ 65 o/ o/ o/ \ A ' V A �p`\A C ARO��'4�� S / o / : / D1 \ - •� / / , S \ = 3 03 ? i / \ l8i •'� • tic ��• 10/31/2019 D21 , h \Q D19 D25- LEGEND N ' / / GND \ I I\ \ ' ` 700 MINOR CONTOURS 00 u 547.13' - U 700 MAJOR CONTOURS z 0 p3 E "' a \ \ \� ® 4- PROP INLET = o D9 l v v v tery SLAB TOP INLET a W v 5 \ 15'STORM / \ 0 V - 0 DRAINAGE EASEMENTS \ ` 1 , \ D23 0 CURB INLET w W 1-4 \ h D7 SWK C73 \ I / / ` '� a M � Z Z Z N. / 548.78' I \ _ \ \ / \ \ Om DOUBLE CURB INLET � W W W SWK \ \ \ \ h \ z0 o \ / / 548.93' J GND \ \ / \ `\�\- / / STORM PIPE Q = L_ x w U U U V AO ° SWK v547.13' \-� -a o 4 \Si vQsO SWK ° 548.07' \ 1 \ / / \ QQ STORM MANHOLE cn vcc trl ��7 CDac CD O549.08' T.oNo�oF �70oSPOT ELEVATION o o 00 OZ OZ O p Z wEn O 0)�04 5�� FFE: 700.00 FINISHED FLOOR w C)Q Q Q ° \ C71 / \ ELEVATION o w EXISTING 60' \ R, R � FGE: 700.00 FINISHED GARAGE D1 ° / 41 a \ / \ CHARLOTTE WATER \ ' ELEVATION W W W U SANITARY SEWER \ J EASEMENT \ LI �GND \ \S \ % PE: 700.00 PAD ELEVATION 547.86' ` / \f �`` j \� SWK 1 SWK / \ COS ' FPE: 700.00 FLOOD PROTECTION J M W W W D5 I / \ \ \ 0.20± AC. ELEVATION - w � ' 549.08' 548.62' SWK I/ / N 9 0 SWK 5 5' I *\-5GND 8 06'/ \ \ C 4 FLARED END LL U) z C23 548.68' SWK o 0 0 \\ \ 0 SECTION W/ RIP RAP W z LLi w N N N \ � � � / 548.87' \ \ APRON Q O N \ SWK w tAp '0 O 549.08' / /, / \ \ \ / / 13 OUTLET CONTROL o � SWK o o ' \ v / , STRUCTURE O0 SWK ce DATE / \ C3 549.01' ZF806 TR4NCH DRAIN SYSTEM / / / / \ / \ \ � / / 546.0T SWK SWK SWK INV UP 548.61 , i \ / / /\ I / / \ \ \ \ \ \ / / 12/19/2018 � 548.55' 549.17' 548.86' INV DOWN 548.31 \ U DRAWN BY - /546.03' 549.01' SWK SWK \ SWK \ SWIK 549.05' \ / / / \ / A. DALE 547 34' / 547 65' / C\ \ \ C93 SWK 549.2T / / / / �� / \ \ \\J \ \ \ \ ' - SWK SWK 1.87± A \ SWK 549.08' / / / SN/K 546.88' 547.52' \ \ / • o DESIGNED BY / 4 546.70' / D65 / \ \ \ 549.05' \ / \ = 1. HORTON / TC \ C2 547.35' C SWK l ^ \ C7 548.08' `SWK C \ 549.05' / \ \ �/ / • 0 CHECKED BY - - Co SWK \ IN, PVMT 547.W 4 �6 5 817 \\ �/ SWK / / ^Q�' \ 107 \ \ /Lu TC \ \ 548.87' \ / \ \ 1 / • • w SCALE / 547. T 54 9' \ SW / \ \ / / • AS SHOWN / 547.48' PVM \ 549.17' Q / / / \ A SWK 1 'l 548.34'�' / / \ O T PVMT SWK 549.05' 546 547.39' / 547.81' PVMT 5 SWK C 7 / / \ \ \ / \ > / PVT 547.8. SWK 548.74' 547.94' PVM 548.83' 547.92' \ / / \ \ \ 108 \ \ / / .1/ \ / \ i TC , � PVMT 548.12- SWK ( 546.97' \ / TC\ 547.73' PVMT 549.49' �\ 549.41' �' 548.37' �SWK / / V A O TC \ 5 9.50�` PVMT - 549.56' 547.81 548.47' 5 / \ - PVMT i TC TC TC 548.57' \ ' TC 547.59' 548.74' \ TC \ 549.41' - C6 \ \ 547.23' / TC / 548.63' \ 519.24' \ \ �/ ofT\_ \ J TC / 5 30'\ 547.86' / TC C9 M S 547.64' '--DRAINAGE \ TC TC / \ EASEMENT `\` 550.43' / / / \ 95 N ' TC 547.84/ V v VMT �49.32' A / \ A A \ Lii 547.74' ' \ \ T50.08' r49.72' s`SO \ \ / \ / ' l0 TC 548.71' \ \ TC T� 110 \ / 548.62' 20' STORM DRAINAGE 549.98' TC 550 5 \ \ U / TC EASEMENT \ TC 550.22'TC 548.83' �O 5 9.87' I 550.64' \ \ / \ O Q TC B59 PVMT 548.86' \ \ SWK O \� / 96TC 547.36' 1 TC 49' 547.39 TC PVMT 548.48' TC / 5 0.00' 549.02' CJ\ \ A \ < O 1 TC 549.47 SWK (n m 547.50' I / 547.45' TC OF u \ \ 548.92' \ \ u J 5C .50' I\ 548.7 ' C19 w rr nn TC \ \ I ` \ \ ® / B57 `�� 548.64' C \ \ r J \ / \ \ \ \ F--I TC 1 / \ ` 549. 6' \ . � o z / \ c A- TIC / PVMT I / V A A \ Z j 546.3T 1 \ \ \ \ - \ \ < 0 549.60' \ \ � 549.30' T� /` � O Cl �.I � C 17 / Cr�`� C O \ J z � W PVMT \ \ _ A 549.99, v \ \ 97 _ 548.54' TC \ \� \ \ \ J v , L.L B51 \ TC TC \ TC \ 550.12' _ \ \ \ \ 0 U J W 549.28' \ 549.89' \ � 49Z \ �� \ \ 548.TC / \ / \ \ \ Q d \ � TC \ � U \ \ 548.55' I 5TC 1 C81 \ i TC TC 548.44' 548.86' 49.47' C C '/ _ TC v C12 SWK / C 548.25'i ` J 548.32' I 54 .59' /' 98 \ O 0 i _ 548.04' TC � � \ TC TC 550.09' -�� 547.75'I 548.19' �g / \ r"I /--- _TC PVMTNK 87 547^0 547 S 547 9T l , / \ B55 J 20' STORM DRAINAGE EASEMENTS' 1 546 DRAINAGE -� / 99 SCALE 1"=20' _�' CRANFORD DRIVE I _ _ EASEMENT------- 0 20' 40' / \ / RESIDENTIAL C79 I B53 10+00 7-0 +g 4 I (50' R/W) i / 100 1. CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTING APPROPRIATE PARTIES AND ASSURING THAT EXISTING UTILITIES �14Q8 � i � � T ` � \ \ \ \ / / / ARE LOCATED PRIOR TO CONSTRUCTION. 2. CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADES USINGFLAG SOB NO' B87 ' / I \ \ PUBLIC. EN, ETC. AS NECESSARY TO INSURE SAFETY TO THE 41946 547 B 8 / / 101 \ / \ / \ 3. ALL PAVEMENT CUTS, CONCRETE OR ASPHALT, ARE TO BE \ \ / / '/ / / \ I REPLACED ACCORDING TO STANDARDS OF THE NORTH CAROVILLE NA \ � \ DEPARTMENT OF TRANSPORTATION AND TOWN OF PINEVILLE SHEET NO. I UTILITIES SPECIFICATIONS. B89 \ ^ 4. SHORING WILL BE ACCORDING TO OSHA TRENCHING STANDARDS C-414 \ \ JO / PART 1926 SUBPART P, OR AS AMENDED. L