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SHORING WILL BE ACCORDING TO OSHA TRENCHING STANDARDS �, -4 00 \ /i r - = � - - \ c l / J �i� �� - i/r / ` - - \ ` - \ / ) \ - / - _ r \ ( - _ - - - \ (- _ \ e t / O \ PART 192E SUBPART P, OR AS AMENDED. 6 , S > 0) 0 0 C a D a4) 0 w m m m O 2- , o_ C m 0 a 0 0 0 0 0 c m 0 a c m r m o_ c 0 0 0 s 3 C -0a 50 -0Df o O 2 z 00 =2 02 C � �,`0 0 -0 C C m m 0 d 0 c w m (D 3 Z O O m 2 a 2 x H 0 0 0 w r 0 0 n Y o •3 a c 0 m 2 -�5 U C 0.0 :5 2 2 '�5 m C .4 0 a) O E C 0 Co -°a m N70 f0 0 0-0 0 E 0 0 0 m U C to m 0 C O C ° c0 Qs 0 0 t ._ I— 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. i [I� ► A xy :Q � � I I�1:ZeIK�P1► � �'� : IG[.9 R�1 I B :7 ��I I A��l � �7_1► I �7 �Z�] xy � [�S r 6Y.Y�1 �� I � :7 x.91�] � 69 I :l I � � �'� 7�] :i � : I q 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. 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. STORM STRUCTURE TABLE STORM PIPE TABLE STRUCTURE # TOP STRUCTURE HEIGHT DESCRIPTION PIPE # DIA FROM - TO UPSTREAM INVERT DOWNSTREAM INVERT SLOPE LENGTH DESCRIPTION Al 553.96 NCDOT 840.02 CONCRETE CATCH BASIN A2 24" A3-Al 545.98 545.66 0.53% 60.88 LF 24 inch RCP A3 553.49 7.51' NCDOT 840.02 DOUBLE CONCRETE CATCH BASIN A4 24" A5 - A3 547.38 546.08 0.51 % 253.82 LF 24 inch RCP A5 554.06 6.68' NCDOT 840.02 CONCRETE CATCH BASIN A6 24" A7 - A5 547.90 547.48 0.56% 75.00 LF 24 inch RCP A7 553.48 5.58' NCDOT 840.02 DOUBLE CONCRETE CATCH BASIN A8 18" A9 - A7 548.45 548.25 0.83% 24.00 LF 18 inch RCP A9 553.48 5.03' NCDOT 840.02 DOUBLE CONCRETE CATCH BASIN A10 18" All - A9 549.40 548.75 0.65% 100.00 LF 18 inch RCP All 554.32 4.92' NCDOT 840.02 DOUBLE CONCRETE CATCH BASIN Al2 18" A13 - A3 546.43 546.19 1.00% 24.00 LF 18 inch RCP A13 553.50 7.07' NCDOT 840.02 DOUBLE 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 B1 542.63 NCDOT ES-1 for 30 inch Pipe B2 36" B3 - B1 539.52 539.30 0.21% 106.31 LF 36 inch CLASS IV RCP B3** 544.38 4.86' NCDOT 840.02 CONCRETE CATCH BASIN B4 36" B5 - B3 539.67 539.55 0.50% 24.00 LF 36 inch CLASS IV RCP B5** 544.19 4.57' NCDOT 840.02 CONCRETE CATCH BASIN B6 30" B7 - B5 540.92 539.67 0.54% 230.00 LF 30 inch CLASS IV RCP B7** 546.84 6.30' NCDOT 840.52 PRECAST MANHOLE B8 30" B9 - B7 541.38 540.92 0.55% 84.38 LF 30 inch CLASS IV RCP B9** 547.19 5.81' NCDOT 840.02 CONCRETE CATCH BASIN B10 30" Bl l - B9 541.74 541.38 0.53% 67.44 LF 30 inch CLASS IV RCP Bl l** 546.63 4.89' NCDOT 840.02 DOUBLE CONCRETE CATCH BASIN B12 30" B13 - Bl l 542.30 541.74 0.52% 106.77 LF 30 inch CLASS IV RCP B13** 547.73 5.43' NCDOT 840.02 CONCRETE CATCH BASIN B14 30" B15 - B13 542.79 542.30 0.53% 92.95 LF 30 inch RCP B15** 548.79 6.00' NCDOT 840.02 CONCRETE CATCH BASIN B16 30" B17 - B15 543.80 542.79 1.08% 93.94 LF 30 inch RCP B17** 549.88 6.08' NCDOT 840.02 CONCRETE CATCH BASIN B18 30" B19 - B17 544.52 543.80 0.54% 133.97 LF 30 inch RCP B19** 551.44 6.92' NCDOT 840.02 CONCRETE CATCH BASIN B20 30" B21 - B19 544.98 544.52 0.54% 85.42 LF 30 inch RCP B21** 552.74 7.76' NCDOT 840.02 CONCRETE CATCH BASIN B22 30" B23 - B21 545.59 544.98 0.50% 120.81 LF 30 inch RCP B23** 554.62 9.03' NCDOT 840.02 CONCRETE CATCH BASIN B24 30" B25 - B23 546.20 545.59 0.50% 120.81 LF 30 inch RCP B25** 556.50 10.30' NCDOT 840.02 CONCRETE CATCH BASIN B26 30" B27 - B25 547.49 546.20 0.50% 260.00 LF 30 inch RCP B27** 556.01 8.52' NCDOT 840.02 DOUBLE CONCRETE CATCH BASIN B28 30" B29 - B27 547.70 547.49 0.50% 42.31 LF 30 inch RCP B29** 556.52 8.82' NCDOT 840.02 CONCRETE CATCH BASIN B30 30" B31 - B29 547.88 547.70 0.50% 36.86 LF 30 inch RCP B31** 556.38 8.50' NCDOT 840.02 CONCRETE CATCH BASIN B32 24" B33 - B31 548.50 547.88 0.51 % 122.40 LF 24 inch RCP B33** 555.23 6.73' NCDOT 840.02 DOUBLE CONCRETE CATCH BASIN B34 24" B35 - B33 548.92 548.50 0.51 % 83.13 LF 24 inch RCP B35** 555.82 6.90' NCDOT 840.02 CONCRETE CATCH BASIN B36 24" B37 - B35 549.15 548.92 0.52% 43.86 LF 24 inch RCP B37** 556.39 7.24' NCDOT 840.02 CONCRETE CATCH BASIN B38 24" B39 - B37 549.53 549.15 0.50% 75.51 LF 24 inch RCP B39** 557.48 7.95' NCDOT 840.02 CONCRETE CATCH BASIN B40 24" B41 - B39 549.72 549.53 0.52% 36.77 LF 24 inch RCP B41** 557.76 8.04' NCDOT 840.02 CONCRETE CATCH BASIN B42 18" B43 - B41 550.39 549.72 0.52% 128.80 LF 18 inch RCP B43 556.31 5.92' NCDOT 840.02 CONCRETE CATCH BASIN B44 18" B45 - B43 550.96 550.39 0.50% 113.58 LF 18 inch RCP B45 555.12 4.16' NCDOT 840.02 CONCRETE CATCH BASIN B46 15" B47 - B45 551.18 551.06 0.50% 24.00 LF 15 inch RCP B47 555.12 3.94' NCDOT 840.02 CONCRETE CATCH BASIN B48 24" B49 - B5 540.20 539.62 0.50% 116.44 LF 24 inch RCP B49 546.57 6.37' NCDOT 840.02 CONCRETE CATCH BASIN B50 18" B51 - B49 540.45 540.20 0.50% 50.91 LF 18 inch RCP B51 546.12 5.67' NCDOT 840.02 CONCRETE CATCH BASIN B52 18" B53 - B51 540.74 540.45 0.50% 57.21 LF 18 inch RCP B53 545.57 4.84' NCDOT 840.02 DOUBLE CONCRETE CATCH BASIN B54 15" B55 - B53 541.10 540.99 0.50% 22.00 LF 15 inch RCP B55 545.58 4.48' NCDOT 840.02 DOUBLE CONCRETE CATCH BASIN B56 15" B57 - B55 541.33 541.10 0.50% 46.60 LF 15 inch RCP B57 546.84 5.51' NCDOT 840.02 CONCRETE CATCH BASIN B58 15" B59 - B57 541.48 541.33 0.50% 29.94 LF 15 inch RCP B59 546.94 5.46' NCDOT 840.02 CONCRETE CATCH BASIN B60 18" B61 - B31 549.55 548.63 2.00% 46.04 LF 18 inch RCP B61 557.17 7.62' NCDOT 840.02 CONCRETE CATCH BASIN B62 18" B63 - B61 551.06 549.65 2.01 % 70.00 LF 18 inch RCP B63 556.96 5.90' NCDOT 840.02 CONCRETE CATCH BASIN B64 15" B65 - B63 552.10 551.31 2.01 % 39.31 LF 15 inch RCP B65 556.45 4.35' NCDOT 840.02 DOUBLE CONCRETE CATCH BASIN B66 15" B67 - B65 552.88 552.75 0.54% 24.00 LF 15 inch CLASS IV RCP B67 556.45 3.57' NCDOT 840.02 DOUBLE CONCRETE CATCH BASIN B68 15" B69 - B63 551.55 551.31 2.00% 12.00 LF 15 inch RCP B69 557.21 5.66' NCDOT 840.02 DOUBLE CONCRETE CATCH BASIN B70 15" B71 - B69 552.40 551.65 2.04% 36.77 LF 15 inch RCP B71 557.07 4.67' NCDOT 840.02 CONCRETE CATCH BASIN B72 15" B73 - B71 552.75 552.60 0.63% 24.00 LF 15 inch RCP B73 557.07 4.32' NCDOT 840.02 CONCRETE CATCH BASIN B74 24" B75 - B41 549.85 549.72 0.54% 24.00 LF 24 inch RCP B75** 557.76 7.91' NCDOT 840.02 CONCRETE CATCH BASIN B76 24" B77 - B75 550.04 549.85 0.52% 36.77 LF 24 inch RCP B77 557.59 7.55' NCDOT 840.02 CONCRETE CATCH BASIN B78 18" B79 - B77 550.43 550.14 0.50% 58.00 LF 18 inch RCP B79 557.01 6.58' NCDOT 840.02 CONCRETE CATCH BASIN B80 18" B81 - B79 550.66 550.43 0.51% 44.81 LF 18 inch RCP B81 556.59 5.93' NCDOT 840.02 CONCRETE CATCH BASIN B82 15" B83 - B81 550.99 550.76 0.52% 44.64 LF 15 inch RCP B83 556.19 5.20' NCDOT 840.02 CONCRETE CATCH BASIN B84 15" B85 - B83 551.36 550.99 0.52% 70.74 LF 15 inch RCP B85 555.67 4.31' NCDOT 840.02 DOUBLE CONCRETE CATCH BASIN B86 15" B87 - B7 542.40 541.49 1.00% 91.03 LF 15 inch RCP B87 546.76 4.36' NCDOT 840.02 CONCRETE CATCH BASIN B88 15" B89 - B87 542.62 542.50 1.00% 12.00 LF 15 inch RCP B89 546.76 4.14' NCDOT 840.02 CONCRETE CATCH BASIN 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 (SIDE) 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. 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. 29. CONTRACTOR IS RESPONSIBLE FOR ENSURING DRAINAGE ACROSS THE INTERSECTION. NOTES: 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. 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 STORM PIPE TABLE STRUCTURE # TOP STRUCTURE HEIGHT DESCRIPTION PIPE # DIA FROM - TO UPSTREAM INVERT DOWNSTREAM INVERT SLOPE LENGTH DESCRIPTION Cl 543.73 NCDOT ES-1 for 36 inch Pipe C2 36" C3 - C1 540.52 540.40 0.10% 114.82 LF 36 inch CLASS IV RCP 1 C3** 545.58 5.06' NCDOT 840.02 DOUBLE CONCRETE CATCH BASIN C4 36" C5 - C3 540.64 540.52 0.50% 24.00 LF 36 inch CLASS IV RCP C5** 545.58 4.94' NCDOT 840.02 DOUBLE CONCRETE CATCH BASIN C6 30" C7 - C5 540.79 540.64 0.50% 29.52 LF 30 inch CLASS IV RCP C7** 546.92 6.14' NCDOT 840.02 CONCRETE CATCH BASIN C8 30" C9 - C7 541.17 540.79 0.50% 75.21 LF 30 inch RCP C9** 548.78 7.61' NCDOT 840.02 CONCRETE CATCH BASIN C10 C12 30" 30" C11 - C9 C13 - Cl l 541.74 542.30 541.17 541.94 0.50% 0.55% 114.52 LF 65.22 LF 30 inch RCP 30 inch CLASS IV RCP C11** 549.38 7.63' NCDOT 840.52 PRECAST MANHOLE C13** 547.36 5.06' NCDOT 840.02 CONCRETE CATCH BASIN C14 30" C15 - C13 542.38 542.30 0.66% 12.05 LF 30 inch CLASS IV RCP C15** 547.38 5.00' NCDOT 840.02 CONCRETE CATCH BASIN C16 30" C17 - C15 542.61 542.38 0.61 % 37.75 LF 30 inch CLASS IV RCP C17** 548.33 5.72' NCDOT 840.02 CONCRETE CATCH BASIN C18 30" C19 - C17 543.01 542.61 0.58% 68.88 LF 30 inch RCP C19** 548.93 5.92' NCDOT 840.02 CONCRETE CATCH BASIN C20 30" C21 - C19 543.87 543.01 0.54% 159.96 LF 30 inch RCP C21** 550.53 6.66' NCDOT 840.02 CONCRETE CATCH BASIN C22 30" C23 - C21 544.47 543.96 0.75% 67.88 LF 30 inch RCP C23** 550.42 5.95' NCDOT 840.02 CONCRETE CATCH BASIN C24 24" C25 - C23 544.61 544.47 0.65% 22.02 LF 24 inch CLASS IV RCP 1 C25** 550.41 5.80' NCDOT 840.02 CONCRETE CATCH BASIN C26 24" C27 - C25 544.93 544.61 0.65% 48.88 LF 24 inch CLASS IV RCP C27** 550.83 5.91' NCDOT 840.02 CONCRETE CATCH BASIN C28 24" C29 - C27 545.34 544.93 0.65% 63.56 LF 24 inch CLASS IV RCP C29** 551.70 6.36' NCDOT 840.02 CONCRETE CATCH BASIN C30 24" C31 - C29 545.54 545.34 0.65% 31.12 LF 24 inch RCP C31** 552.28 6.74' NCDOT 840.02 CONCRETE CATCH BASIN C32 24" C33 - C31 545.61 545.54 0.58% 12.00 LF 24 inch RCP . j C33** 552.28 6.68' NCDOT 840.02 CONCRETE CATCH BASIN. C34 24" C35 - C33 546.05 545.61 0.85% 51.81 LF 24 inch RCP C35** 552.73 6.69' NCDOT 840.02 CONCRETE CATCH BASIN C36 24" C37 - C35 547.72 546.05 0.85% 197.06 LF 24 inch RCP C37** 556.27 8.55' NCDOT 840.02 CONCRETE CATCH BASIN C38 24" C39 - C37 550.24 547.72 0.85% 296.59 LF 24 inch RCP C39** 557.00 6.77' NCDOT 840.02 DOUBLE CONCRETE CATCH BASIN C40 24" C41 - C39 550.38 550.24 0.60% 24.00 LF 24 inch RCP 1 C41** 557.00 6.62' NCDOT 840.02 DOUBLE CONCRETE CATCH BASIN C42 24" C43 - C41 550.64 550.38 0.60% 42.53 LF 24 inch RCP C43** 557.61 6.98' NCDOT 840.02 CONCRETE CATCH BASIN C44 24" C45 - C43 550.74 550.64 0.60% 16.02 LF 24 inch RCP 1 C45** 557.59 6.85' NCDOT 840.02 CONCRETE CATCH BASIN C46 18" C47 - C45 551.46 551.28 0.50% 36.88 LF 18 inch RCP C47** 557.62 6.16' NCDOT 840.02 CONCRETE CATCH BASIN C48 18" C49 - C47 551.78 551.46 0.50% 64.60 LF 18 inch RCP C49** 558.33 6.55' NCDOT 840.02 CONCRETE CATCH BASIN C50 18" C51 - C49 552.04 551.78 0.50% 51.89 LF 18 inch RCP C51** 560.07 8.03' NCDOT 840.02 CONCRETE CATCH BASIN C52 18" C53 - C51 552.15 552.04 0.50% 22.00 LF 18 inch RCP C53** 560.07 7.92' NCDOT 840.02 CONCRETE CATCH BASIN C54 18" C55 - C53 552.42 552.15 0.50% 53.14 LF 18 inch RCP C55** 559.11 6.69' NCDOT 840.02 CONCRETE CATCH BASIN C56 18" C57 - C55 552.75 552.42 0.50% 66.48 LF 18 inch RCP C57** 558.34 5.59' NCDOT 840.02 DOUBLE CONCRETE CATCH BASIN C58 15" C59 - C57 553.11 552.88 0.52% 44.82 LF 15 inch RCP C59** 558.90 5.79' NCDOT 840.02 CONCRETE CATCH BASIN C60 15" C61 - C59 553.17 553.11 0.50% 12.00 LF 15 inch RCP C61** 558.65 5.48' NCDOT 840.02 CONCRETE CATCH BASIN C62 15" C63 - C61 553.68 553.17 0.50% 101.65 LF 15 inch RCP C63 557.63 3.95' NCDOT 840.02 CONCRETE CATCH BASIN C64 15" C65 - C7 541.03 540.87 0.50% 31.81 LF 15 inch RCP C65 546.97 5.94' NCDOT 840.02 CONCRETE CATCH BASIN C66 24" C67 - C9 541.71 541.17 0.50% 108.05 LF 24 inch RCP 1 C67** 547.92 6.21' NCDOT 840.04 OPEN THROAT CATCH BASIN C68 24" C69 - C67 541.87 541.71 0.50% 31.86 LF 24 inch CLASS IV RCP C69** 546.07 4.20' NCDOT 840.02 DOUBLE CONCRETE CATCH BASIN C70 15" C71 - C69 542.95 541.97 0.63% 154.55 LF 15 inch RCP C71** 548.10 5.15' NCDOT 840.02 CONCRETE CATCH BASIN C72 10" C73 - C71 543.40 543.05 0.58% 60.15 LF 10" HDPE C73 547.15 3.75' AREA DRAIN - 12" BASIN C74 10" C75 - C73 543.80 543.40 0.56% 71.39 LF 10" HDPE C75 547.16 3.36' AREA DRAIN - 12" BASIN C76 15" C77 - C11 542.06 541.84 0.59% 36.85 LF 15 inch RCP 1 /X7 C77 546.89 4.83' NCDOT 840.02 CONCRETE CATCH BASIN C78 15" C79 - C77 542.17 542.06 0.50% 22.00 LF 15 inch RCP C79 546.94 4.77' NCDOT 840.02 CONCRETE CATCH BASIN C80 15" C81 - C19 544.55 544.30 1.14% 22.00 LF 15 inch RCP C81 548.92 4.37' NCDOT 840.02 CONCRETE CATCH BASIN C82 15" C83 - C33 546.05 545.71 0.53% 63.82 LF 15 inch RCP C83 552.50 6.45' NCDOT 840.02 CONCRETE CATCH BASIN C84 15" C85 - C35 547.00 546.80 0.79% 25.30 LF 15 inch RCP C85 552.85 5.85' NCDOT 840.02 CONCRETE CATCH BASIN C86 15" C87 - C37 548.37 548.25 0.50% 24.00 LF 15 inch RCP C87 556.27 7.90' NCDOT 840.02 CONCRETE CATCH BASIN C88 15" C89 - C47 552.58 552.33 1.04% 24.00 LF 15 inch RCP C89 557.62 5.04' NCDOT 840.02 CONCRETE CATCH BASIN C90 15" C91 - C57 552.94 552.88 0.50% 12.00 LF 15 inch RCP C91 558.09 5.15' NCDOT 840.02 DOUBLE CONCRETE CATCH BASIN C92 8" C93 - C67 543.50 543.00 1.08% 46.25 LF 8" HDPE C93 549.01 5.51' ZF806 TRENCH DRAIN C94 15" C95 - C61 554.21 553.27 1.00% 93.99 LF=inchRCP5 559.58 5.37' NCDOT 840.02 CONCRETE CATCH BASIN�E;C, C96 15" C97 - C95 555.30 554.31 1.00% 98.79 LF 560.56 5.26' NCDOT 840.02 CONCRETE CATCH BASIN CARO 0-11 S 35 03 ti 4/ Nonni►t 02/03/20 o E N O 00 V N uj U z o ,E a� E w = o L Q W U pU-ip w p'� of LL CD o^ LL Ll a O N Lu uw� a H - M C7 0 � o z�,;� �Q X _ LL_ p U -0 o M 0 _ 00 ~ � N O p L� Mo w O J w -,D ~ U J J O J � J H- '." W co Q I -Of - N U LL (n Z w z w jQ_j z�> '-' w � cn m ova oc O LL z a oc U 0�1 U) W W W W CL Q_ CL Q_ Q 0 Q 0 W W W W CZ ck� CZ ck� 0) m 0) O 0 0 0 0 Lu N N N N Q '"I- M O N M O DATE 1211912018 DRAWN BY A. DALE DESIGNED BY 1. HORTON CHECKED BY C. TODD SCALE AS SHOWN 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 STORM PIPE TABLE STRUCTURE # TOP STRUCTURE HEIGHT DESCRIPTION PIPE # DIA FROM - TO UPSTREAM INVERT DOWNSTREAM INVERT SLOPE LENGTH DESCRIPTION D1 543.19 NCDOT 838.80 CONCRETE ENDWALL D2 42" D3 - D1 539.46 539.39 0.22% 34.80 LF 42 inch RCP D3** 546.56 7.10' NCDOT 840.02 CONCRETE CATCH BASIN D4 42" D5 - D3 540.32 539.60 0.51 % 140.17 LF 42 inch CLASS IV RCP D5** 546.18 5.86' NCDOT 840.02 CONCRETE CATCH BASIN D6 42" D7 - D5 540.44 540.32 0.50% 24.00 LF 42 inch CLASS IV RCP D7** 546.18 5.74' NCDOT 840.02 CONCRETE CATCH BASIN D8 42" D9 - D7 540.70 540.44 0.51 % 50.91 LF 42 inch CLASS IV RCP D9** 547.00 6.30' NCDOT 840.02 CONCRETE CATCH BASIN D10 42" D11 - D9 540.82 540.70 0.50% 24.00 LF 42 inch RCP D11** 547.00 6.18' NCDOT 840.02 CONCRETE CATCH BASIN D12 42" D13 - D11 541.52 540.82 0.51% 137.96 LF 42 inch RCP D13** 549.77 8.25' NCDOT 840.02 CONCRETE CATCH BASIN D14 36" D15 - D13 542.93 542.40 0.51% 104.70 LF 36 inch RCP D15**tr 549.01 6.08' NCDOT 840.02 CONCRETE CATCH BASIN D16 30" D17 - D15 543.40 542.93 0.50% 94.71 LF DOUBLE 30 inch CLASS IV RCP' D17**tt 547.85 4.45' NCDOT 840.02 DOUBLE CONCRETE CATCH BASIN D18 30" D19 - D17 543.85 543.40 0.50% 90.47 LF DOUBLE 30 inch CLASS IV RCP' **tt D19 548.77 4.92' NCDOT 840.02 CONCRETE CATCH BASIN D20 30" D21 - D19 543.97 543.85 0.51% 23.74 LF 30 inch CLASS IV RCP D21** 548.79 4.82' NCDOT 840.02 CONCRETE CATCH BASIN D22 30" D23 - D21 544.23 543.97 0.52% 50.02 LF 30 inch CLASS IV RCP D23** 549.50 5.27' NCDOT 840.02 CONCRETE CATCH BASIN D24 30" D25 - D23 544.54 544.23 0.59% 52.49 LF 30 inch RCP D25** 550.39 5.85' NCDOT 840.02 CONCRETE CATCH BASIN D26 30" D27 - D25 545.40 544.64 0.75% 101.57 LF 30 inch RCP D27 551.28 5.88' NCDOT 840.02 CONCRETE CATCH BASIN D28 30" D29 - D27 546.50 545.50 0.89% 112.69 LF 30 inch RCP D29 552.39 5.89' NCDOT 840.02 CONCRETE CATCH BASIN D30 24" D31 - D29 547.95 547.05 1.05% 86.08 LF 24 inch RCP D31 553.23 5.28' NCDOT 840.02 CONCRETE CATCH BASIN D32 24" D33 - D31 548.60 547.95 1.06% 61.59 LF 24 inch RCP D33 553.83 5.23' NCDOT 840.02 CONCRETE CATCH BASIN D34 24" D35 - D33 549.15 548.60 1.05% 52.45 LF 24 inch RCP D35 554.36 5.21' NCDOT 840.02 CONCRETE CATCH BASIN D36 18" D37 - D35 551.60 549.60 1.02% 196.46 LF 18 inch RCP D37 556.35 4.75' NCDOT 840.02 CONCRETE CATCH BASIN D38 15" D39 - D37 552.89 551.70 0.90% 131.80 LF 15 inch RCP D39 557.66 4.77' NCDOT 840.02 CONCRETE CATCH BASIN D40 15" D41 - D39 553.70 552.99 1.02% 69.92 LF 15 inch RCP D41 558.34 4.64' NCDOT 840.02 CONCRETE CATCH BASIN D42 15" D43 - D41 554.05 553.80 1.14% 22.00 LF 15 inch RCP D43 558.35 4.30' NCDOT 840.02 CONCRETE CATCH BASIN D44 15" D45 - D17 543.93 543.73 0.83% 24.00 LF 15 inch RCP D45 547.85 3.92' NCDOT 840.02 DOUBLE CONCRETE CATCH BASIN D46 15 D47 - D45 544.30 543.97 0.82% 40.08 LF 15 inch RCP D47 548.48 4.18' NCDOT 840.02 CONCRETE CATCH BASIN D48 24" D49 - D25 545.15 545.02 0.59% 22.00 LF 24 inch RCP D49** 550.40 5.25' NCDOT 840.02 CONCRETE CATCH BASIN D50 24" D51 - D49 545.46 545.15 0.59% 52.42 LF 24 inch RCP D51** 550.97 5.51 NCDOT 840.02 CONCRETE CATCH BASIN D52 24" D53 - D51 545.85 545.46 0.66% 58.65 LF 24 inch RCP D53** 551.82 5.97' NCDOT 840.02 CONCRETE CATCH BASIN D54 24" D55 - D53 546.07 545.85 0.66% 33.49 LF 24 inch RCP D55** 551.88 5.81' NCDOT 840.02 CONCRETE CATCH BASIN D56 24" D57 - D55 546.40 546.07 0.68% 48.46 LF 24 inch RCP D57** 551.52 5.12' NCDOT 840.02 DOUBLE CONCRETE CATCH BASIN D58 24" D59 - D57 546.52 546.40 0.75% 16.00 LF 24 inch RCP D59** 551.52 5.00' NCDOT 840.02 DOUBLE CONCRETE CATCH BASIN D60 18" D61 - D59 548.40 547.06 1.15% 117.02 LF 18 inch RCP D61 553.59 5.19' NCDOT 840.02 CONCRETE CATCH BASIN D62 15" D63 - D61 549.18 548.65 1.00% 52.77 LF 15 inch RCP D63 554.60 5.42' NCDOT 840.02 CONCRETE CATCH BASIN D64 15" D65 - D63 551.10 549.25 1.00% 184.61 LF 15 inch RCP D65 557.09 5.99' NCDOT 840.02 CONCRETE CATCH BASIN D66 15" D67 - D65 551.40 551.20 0.95% 21.09 LF 15 inch RCP D67 557.25 5.85' NCDOT 840.02 CONCRETE CATCH BASIN D68 15" D69 - D29 547.75 547.55 0.91% 22.00 LF 15 inch RCP D69 552.39 4.64' NCDOT 840.02 CONCRETE CATCH BASIN D70 15" D71 - D35 549.98 549.75 1.05% 22.00 LF 15 inch RCP D71 554.36 4.38' NCDOT 840.02 CONCRETE CATCH BASIN D72 15" D73 - D37 551.93 551.70 1.05% 22.00 LF 15 inch RCP D73 556.35 4.42' NCDOT 840.02 CONCRETE CATCH BASIN D74 15" D75 - D61 549.21 549.05 1.00% 16.00 LF 15 inch RCP D75 553.59 4.38' NCDOT 840.02 CONCRETE CATCH BASIN STORM STRUCTURE TABLE STORM PIPE TABLE STRUffG1549.20 STRUCTURE HEIGHT DESCRIPTION PIPE # DIA FROM -TO UPSTREAM INVERT DOWNSTREAM INVERT SLOPE LENGTH DESCRIPTION NCDOT 838.80 CONCRETE ENDWALLG2 18" G3-G1 544.53 544.20 0.50% 65.70 LF 18 inchRCP 6.28' NCDOT 840.02 CONCRETE CATCH BASIN G4 18" G5-G3 544.75 544.63 0.50% 24.01 LF 18 inch RCP 6.04' NCDOT 840.02 CONCRETE CATCH BASIN •� % s 35 03 tiG `�•: ��i� 1�►\\� 02``03 20 STORM STRUCTURE TABLE STORM PIPE TABLE o 0 00 u N uj STRUCTURE # TOP STRUCTURE HEIGHT DESCRIPTION UPSTREAM DOWNSTREAM z o PIPE # DIA FROM -TO INVERT INVERT SLOPE LENGTH DESCRIPTION a; E 11 546.32 NCDOT ES-1 for 12 inch Pipe = o 12 12" 13 - 11 545.45 545.15 0.89% 33.56 LF DOUBLE 12 inch CLASS IV RCP L 13 546.57 NCDOT ES-1 for 12 inch Pipe Q W u � DU-1.0 W p! �aLoo^ aL � w O N O ui a a W W W W zw a,o u Q=X w OUOOUOU af U 0 o ~ ~ ~ a a» ZZZO O U o o � O O O Z � i° > O O Lno �ZZZQ w ^ Q Q Q �� U W W W W J 0, Q_ 0, Q_ p � ti � ti J ~ ''" w co N Q� U m 01 m O IL cn z Ili z LLj w N N N N a J Q � � M Z� < O N M O �w �8ON �mz Q)Q) o G DATE -14 O < 1211912018 U DRAWN BY A. DALE vi DESIGNED BY • o • � J. HORTON • cl�0 CHECKED BY "STRUCTURES REQUIRE INLET SHAPING. REFER TO SHEET C-720 FOR DETAIL. • o C. TODD • • w w SCALE NOTES: • < AS SHOWN a 1. SOME STRUCTURES REQUIRE INLET SHAPING AS NOTED ON THE STORM STRUCTURE • z TABLES. REFER TO DETAIL ON SHEET C-720. 0 1 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 p GENERALLY IN THE PLANTING STRIP. } 3. CONTRACTOR SHALL PROVIDE SEALED ENGINEERED DRAWINGS TO ENGINEER OF RECORD FOR STRUCTURES WITH DUAL PIPES PRIOR TO INSTALLATION. "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!') l0 ,--I i U 0 � z J z Q Lu W � v7 ��0 z v W Wiz== ,� � U 00(/) z z LL � 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 STORM PIPE TABLE STRUCTURE # TOP STRUCTURE HEIGHT DESCRIPTION PIPE # DIA FROM - TO UPSTREAM INVERT DOWNSTREAM INVERT SLOPE LENGTH DESCRIPTION E1 550.79 NCDOT 838.80 CONCRETE ENDWALL E2 30" E3 - E1 544.06 544.00 0.28% 21.10 LF 30 inch RCP E3 550.81 6.75' NCDOT 840.02 CONCRETE CATCH BASIN E4 30" E5 - E3 544.83 544.11 0.50% 143.47 LF 30 inch CLASS IV RCP E5tt 549.44 4.61' NCDOT 840.02 CONCRETE CATCH BASIN E6 24" E7 - E5 545.19 544.85 0.50% 68.39 LF DOUBLE 24 inch CLASS IV RCPt E7tt 549.20 4.01' NCDOT 840.02 DOUBLE CONCRETE CATCH BASIN E8 24" E9 - E7 545.99 545.19 0.50% 158.90 LF DOUBLE 24 inch CLASS IV RCPt E9tt 550.39 4.40' NCDOT 840.02 CONCRETE CATCH BASIN E10 24" E11 - E9 547.00 545.99 0.50% 200.00 LF 24 inch CLASS IV RCP E11 552.66 5.66' NCDOT 840.02 CONCRETE CATCH BASIN E12 18" E13 - E11 549.45 547.50 1.01% 192.87 LF 18 inch RCP E13 554.85 5.40' NCDOT 840.02 CONCRETE CATCH BASIN E14 18" E15 - E13 551.50 549.55 1.01 % 192.87 LF 18 inch RCP E15 557.04 5.54' NCDOT 840.02 CONCRETE CATCH BASIN E16 15" E17 - E15 551.95 551.75 0.83% 24.00 LF 15 inch RCP E17 557.04 5.09' NCDOT 840.02 CONCRETE CATCH BASIN E18 15" E19 - E17 552.80 552.05 0.81% 92.96 LF 15 inch RCP E19 557.84 5.04' NCDOT 840.02 CONCRETE CATCH BASIN E20 15" E21 - E19 553.30 552.90 0.89% 44.91 LF 15 inch RCP E21 558.42 5.12' NCDOT 840.02 CONCRETE CATCH BASIN E22 18" E23 - E7 545.57 545.44 0.54% 24.00 LF 18 inch CLASS IV RCP E23 549.20 3.63' NCDOT 840.02 DOUBLE CONCRETE CATCH BASIN E24 18" E25 - E9 546.25 546.08 0.71 % 24.00 LF 18 inch CLASS IV RCP E25 550.39 4.14' NCDOT 840.02 CONCRETE CATCH BASIN E26 15" E27 - E11 547.85 547.65 0.83% 24.00 LF 15 inch RCP E27 552.66 4.81' 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 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 STORM PIPE TABLE STRUCTURE # TOP STRUCTURE HEIGHT DESCRIPTION PIPE # DIA FROM - TO UPSTREAM INVERT DOWNSTREAM INVERT SLOPE LENGTH DESCRIPTION J1 543.07 NCDOT 838.80 CONCRETE ENDWALL J2 30" J3 - J1 539.54 539.42 0.27% 43.99 LF 30 inch RCP J3 ** 545.23 5.69' NCDOT 840.02 CONCRETE CATCH BASIN J4 30" J5 - J3 539.93 539.64 0.52% 55.67 LF 30 inch CLASS IV RCP J5 ** 544.82 4.89' NCDOT 840.02 DOUBLE CONCRETE CATCH BASIN J6 30" J7 - J5 540.05 539.93 0.50% 24.02 LF 30 inch CLASS IV RCP J7 ** 544.82 4.77' NCDOT 840.02 DOUBLE CONCRETE CATCH BASIN J8 24" J9 - J7 540.87 540.10 0.70% 110.00 LF 24 inch CLASS IV RCP J9 ** 546.66 5.79' NCDOT 840.02 CONCRETE CATCH BASIN J10 24" J11 - J9 541.06 540.87 0.55% 34.44 LF 24 inch RCP J11** 547.05 5.99' NCDOT 840.02 CONCRETE CATCH BASIN J12 24" J13 - J11 541.20 541.06 0.59% 23.56 LF 24 inch RCP J13** 546.87 5.67' NCDOT 840.02 CONCRETE CATCH BASIN J14 24" J15 - J13 541.57 541.20 0.51% 72.02 LF 24 inch RCP J15 546.68 5.11' NCDOT 840.02 CONCRETE CATCH BASIN J16 24" J17 - J15 541.83 541.57 0.52% 50.19 LF 24 inch RCP J17 546.68 4.85' NCDOT 840.02 DOUBLE CONCRETE CATCH BASIN J18 24" J19 - J17 542.20 541.83 0.53% 70.00 LF 24 inch RCP J19 547.54 5.34' NCDOT 840.02 CONCRETE CATCH BASIN J20 24" J21 - J19 542.60 542.20 0.54% 74.68 LF 24 inch RCP J21 548.72 6.12' NCDOT 840.02 CONCRETE CATCH BASIN J22 18" J23 - J21 544.34 543.02 1.77% 74.68 LF 18 inch RCP J23 549.91 5.57' NCDOT 840.02 CONCRETE CATCH BASIN J24 18" J25 - J23 546.92 544.54 1.82% 130.95 LF 18 inch RCP J25 551.96 5.04' NCDOT 840.02 CONCRETE CATCH BASIN J26 18" J27 - J25 548.50 547.12 1.40% 98.61 LF 18 inch RCP J27 553.35 4.85' NCDOT 840.02 CONCRETE CATCH BASIN J28 18" J29 - J13 542.25 541.60 1.65% 39.51 LF 18 inch RCP J29 548.32 6.07' NCDOT 840.02 CONCRETE CATCH BASIN J30 18" J31 - J29 542.75 542.35 1.67% 24.00 LF 18 inch RCP J31 548.32 5.57' NCDOT 840.02 CONCRETE CATCH BASIN J32 15" J33 - J15 542.10 541.87 1.14% 20.24 LF 15 inch RCP J33 546.44 4.34' NCDOT 840.02 DOUBLE 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 K1 547.29 NCDOT ES-1 for 36 inch Pipe K2 36" K3 - K1 544.01 543.96 0.25% 19.83 LF 36 inch RCP K3** 551.89 7.88' NCDOT 840.02 CONCRETE CATCH BASIN K4 36" K5 - K3 544.62 544.10 0.51 % 102.78 LF 36 inch RCP K5 ** 552.87 8.25' NCDOT 840.02 CONCRETE CATCH BASIN K6 36" K7 - K5 544.93 544.72 0.54% 39.04 LF 36 inch RCP K7 ** 552.95 8.02' NCDOT 840.02 CONCRETE CATCH BASIN K8 36" K9 - K7 545.23 545.03 0.52% 38.80 LF 36 inch RCP K9 ** 552.76 7.53' NCDOT 840.02 CONCRETE CATCH BASIN K10 36" K11 - K9 545.54 545.33 0.52% 40.21 LF 36 inch RCP K11 ** 552.18 6.64' NCDOT 840.02 CONCRETE CATCH BASIN K12 36" K13 - K11 545.70 545.64 0.50% 12.00 LF 36 inch RCP K13 ** 552.18 6.48' NCDOT 840.02 CONCRETE CATCH BASIN K14 36" K15 - K13 546.02 545.80 0.56% 39.60 LF 36 inch RCP K15 ** 552.29 6.27' NCDOT 840.02 CONCRETE CATCH BASIN K16 24" K17 - K15 546.48 546.12 0.60% 60.00 LF 24 inch RCP K17 ** 552.71 6.23' NCDOT 840.02 CONCRETE CATCH BASIN K18 24" K19 - K17 546.89 546.75 0.64% 22.00 LF 24 inch RCP K19 ** 552.71 5.82' NCDOT 840.02 CONCRETE CATCH BASIN K20 24" K21 - K19 547.13 546.89 0.55% 43.85 LF 24 inch RCP K21 ** 551.79 4.66' NCDOT 840.02 CONCRETE CATCH BASIN K22 18" K23 - K21 547.33 547.13 0.52% 38.62 LF 18 inch RCP K23 551.42 4.09' NCDOT 840.02 DOUBLE CONCRETE CATCH BASIN K24 15" K25 - K23 549.05 547.43 0.90% 180.34 LF 15 inch RCP K25 554.43 5.38' NCDOT 840.02 CONCRETE CATCH BASIN K26 15" K27 - K25 549.95 549.70 1.14% 22.00 LF 15 inch RCP K27 554.43 4.48' NCDOT 840.02 CONCRETE CATCH BASIN K28 15" K29 - K23 547.75 547.63 0.55% 22.00 LF 15 inch CLASS IV RCP K29 551.42 3.67' NCDOT 840.02 DOUBLE CONCRETE CATCH BASIN K30 18" K31 - K15 546.55 546.40 0.68% 22.00 LF 18 inch RCP K31 ** 552.29 5.74' NCDOT 840.02 CONCRETE CATCH BASIN K32 18" K33 - K31 546.74 546.55 0.50% 38.18 LF 18 inch RCP K33 ** 551.35 4.61' NCDOT 840.02 CONCRETE CATCH BASIN K34 18" K35 - K33 546.95 546.74 0.55% 38.43 LF 18 inch RCP K35 ** 551.07 4.12' NCDOT 840.02 DOUBLE CONCRETE CATCH BASIN K36 15" K37 - K35 548.80 547.05 0.95% 184.58 LF 15 inch RCP K37 554.18 5.38' NCDOT 840.02 CONCRETE CATCH BASIN K38 15" K39 - K37 550.72 548.90 1.71 % 106.24 LF 15 inch RCP K39 556.47 5.75' NCDOT 840.02 CONCRETE CATCH BASIN K40 15" K41 - K39 551.31 550.82 2.04% 24.00 LF 15 inch RCP K41 556.47 5.16' NCDOT 840.02 CONCRETE CATCH BASIN K42 15" K43 - K35 547.30 547.15 0.94% 16.00 LF 15 inch RCP K43 551.07 3.77' NCDOT 840.02 DOUBLE CONCRETE CATCH BASIN K44 24" K45 - K11 546.05 545.85 0.53% 37.50 LF 24 inch RCP K45 ** 551.33 5.28' NCDOT 840.02 CONCRETE CATCH BASIN K46 24" K47 - K45 546.38 546.05 0.53% 61.99 LF 24 inch CLASS IV RCP K47 550.54 4.16' NCDOT 840.02 DOUBLE CONCRETE CATCH BASIN K48 24" K49 - K47 546.50 546.38 0.55% 22.00 LF 24 inch CLASS IV RCP K49 550.62 4.12' NCDOT 840.02 DOUBLE CONCRETE CATCH BASIN K50 18" K51 - K49 546.80 546.50 0.59% 50.94 LF 18 inch RCP K51 551.68 4.88' NCDOT 840.02 CONCRETE CATCH BASIN K52 15" K53 - K51 547.24 547.05 0.79% 24.00 LF 15 inch RCP K53 551.68 4.44' NCDOT 840.02 CONCRETE CATCH BASIN K54 15" K55 - K53 547.94 547.34 0.79% 76.02 LF 15 inch RCP K55 552.61 4.67' NCDOT 840.02 CONCRETE CATCH BASIN K56 15" K57 - K55 548.55 548.04 0.79% 64.52 LF 15 inch RCP K57 553.40 4.85' NCDOT 840.02 CONCRETE CATCH BASIN K58 15" K59 - K57 549.76 548.65 1.00% 110.57 LF 15 inch RCP K59 554.74 4.98' 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 M1 548.00 NCDOT ES-1 for 36 inch Pipe M2 36" M3 - M1 544.72 544.67 0.21% 25.64 LF 36 inch RCP M3** 554.15 9.43' NCDOT 840.02 CONCRETE CATCH BASIN M4 36" M5 - M3 545.35 544.81 0.52% 103.57 LF 36 inch RCP M5** 554.22 8.87' NCDOT 840.02 CONCRETE CATCH BASIN M6 30" M7 - M5 545.52 545.35 0.51 % 33.24 LF 30 inch RCP M7** 554.01 8.49' NCDOT 840.02 CONCRETE CATCH BASIN M8 30" M9 - M7 545.73 545.52 0.53% 39.48 LF 30 inch RCP M9** 554.58 8.85' NCDOT 840.02 CONCRETE CATCH BASIN M10 30" M11 - M9 546.12 545.73 0.62% 63.38 LF 30 inch RCP M11** 555.41 9.29' NCDOT 840.02 CONCRETE CATCH BASIN M12 30" M13 - M11 546.35 546.12 0.53% 43.33 LF 30 inch RCP M13** 555.52 9.17' NCDOT 840.02 CONCRETE CATCH BASIN M14 24" M15 - M13 546.52 546.35 0.72% 23.74 LF 24 inch RCP M15** 555.31 8.79' NCDOT 840.02 CONCRETE CATCH BASIN M16 24" M17 - M15 546.85 546.52 0.74% 44.81 LF 24 inch RCP M17** 556.02 9.17' NCDOT 840.02 CONCRETE CATCH BASIN M18 24" M19-M17 547.30 546.85 0.80% 56.20 LF 24 inch RCP M19** 556.64 9.34' NCDOT 840.02 CONCRETE CATCH BASIN M20 24" M21 - M19 547.58 547.40 0.82% 22.00 LF 24 inch RCP M21 ** 556.64 9.06' NCDOT 840.02 CONCRETE CATCH BASIN M22 24" M23 - M21 548.09 547.68 1.09% 37.45 LF 24 inch RCP M23** 556.36 8.27' NCDOT 840.02 CONCRETE CATCH BASIN M24 24" M25 - M23 548.80 548.19 1.09% 55.86 LF 24 inch RCP M25** 555.35 6.55' NCDOT 840.02 CONCRETE CATCH BASIN M26 18" M27 - M25 550.03 549.40 0.60% 104.75 LF 18 inch RCP M27** 554.02 3.99' NCDOT 840.02 DOUBLE CONCRETE CATCH BASIN M28 15" M29 - M27 550.80 550.28 0.60% 86.56 LF 15 inch RCP M29 554.82 4.02' NCDOT 840.02 CONCRETE CATCH BASIN M30 15" M31 - M29 551.50 550.90 0.80% 75.09 LF 15 inch RCP M31 555.73 4.23' NCDOT 840.02 CONCRETE CATCH BASIN M32 15" M33 - M31 551.83 551.60 1.01 % 22.67 LF 15 inch RCP M33 555.93 4.10' NCDOT 840.02 CONCRETE CATCH BASIN M34 18" M35 - M3 546.44 545.75 0.62% 111.29 LF 18 inch RCP M35 553.14 6.70' NCDOT 840.02 CONCRETE CATCH BASIN M36 15" M37 - M35 547.30 546.54 0.73% 104.52 LF 15 inch RCP M37 552.31 5.01' NCDOT 840.02 DOUBLE CONCRETE CATCH BASIN M38 15" M39 - M37 549.50 547.40 1.37% 152.74 LF 15 inch RCP M39 554.42 4.92' NCDOT 840.02 CONCRETE CATCH BASIN M40 18" M41 - M11 546.65 546.55 0.83% 12.00 LF 18 inch RCP M41 555.41 8.76' NCDOT 840.02 CONCRETE CATCH BASIN M42 18" M43 - M41 547.05 546.75 0.71 % 42.12 LF 18 inch RCP M43 556.16 9.11' NCDOT 840.02 CONCRETE CATCH BASIN M44 18" M45 - M43 547.85 547.15 0.60% 116.73 LF 18 inch RCP M45 556.14 8.29' NCDOT 840.02 CONCRETE CATCH BASIN M46 18" M47 - M45 548.85 547.95 0.55% 162.85 LF 18 inch RCP M47 554.38 5.53' NCDOT 840.02 DOUBLE CONCRETE CATCH BASIN M48 15" M49 - M47 550.22 548.95 1.19% 107.09 LF 15 inch RCP M49 555.60 5.38' NCDOT 840.02 CONCRETE CATCH BASIN M50 15" M79 - M49 552.45 552.33 0.55% 22.00 LF 15 inch CLASS IV RCP M53 553.58 6.23' NCDOT 840.02 CONCRETE CATCH BASIN M52 15" M53 - M13 547.35 546.35 0.55% 181.88 LF 15 inch RCP M55 552.16 3.96' NCDOT 840.02 CONCRETE CATCH BASIN M54 15" M55 - M53 548.20 547.45 0.52% 143.26 LF 15 inch RCP M57 556.02 6.62' NCDOT 840.02 CONCRETE CATCH BASIN M56 15" M57 - M17 549.40 549.10 1.36% 22.00 LF 15 inch RCP M59 556.32 8.67' NCDOT 840.02 CONCRETE CATCH BASIN M58 24" M59 - M19 547.65 547.40 0.63% 39.53 LF 24 inch RCP M61 553.22 4.67' NCDOT 840.02 DOUBLE CONCRETE CATCH BASIN M60 24" M61 - M59 548.55 547.75 0.52% 155.22 LF 24 inch RCP M63 553.22 4.07' NCDOT 840.02 DOUBLE CONCRETE CATCH BASIN M62 18" M63 - M61 549.15 549.05 0.63% 16.00 LF 18 inch RCP M65 556.23 7.16' NCDOT 840.02 CONCRETE CATCH BASIN M64 15" M65 - M59 549.07 548.75 1.93% 16.54 LF 15 inch RCP M67 557.34 7.44' NCDOT 840.02 CONCRETE CATCH BASIN M66 15" M67 - M65 549.90 549.30 1.60% 37.48 LF 15 inch RCP M69 557.39 6.74' NCDOT 840.02 CONCRETE CATCH BASIN M68 15" M69 - M67 550.65 550.20 2.00% 22.49 LF 15 inch RCP M71 554.51 2.94' NCDOT 840.02 DOUBLE CONCRETE CATCH BASIN M70 15" M71 - M47 551.57 551.45 0.55% 22.00 LF 15 inch CLASS IV RCP M73 553.59 2.94' NCDOT 840.02 CONCRETE CATCH BASIN M72 15" M73 - M53 550.65 550.54 0.50% 22.00 LF 15 inch CLASS IV RCP M75 554.02 3.79' NCDOT 840.02 DOUBLE CONCRETE CATCH BASIN M74 15" M75 - M27 550.23 550.13 0.63% 16.00 LF 15 inch RCP M79 555.61 3.16' NCDOT 840.02 CONCRETE CATCH BASIN ��.� �N C ARO��°'% •��FA',i,��. o E N O V N uj U z o ,E E w � --, = o L Q W U DU-1.0 0-' I! O O �Ln 0-0 N - O ui a W W W W z a, U Q= < w OUOOUOU U 0 o ~ ~ ~ a a» ZZZO o o O O O Z � i° u i O O � o cl Z w ^ Q Q Q �� U W W W W J 0, Q_ 0, Q_ OO OO p ti ti CZ � CZ � J ~ '." w co N Q� U m 0) m O IL cn z w z LLj w N N N N a J Q � � � M Z� < O N M O �w �8ON rz Q)Q) O o O DATE IL z 1211912018 U DRAWN BY A. DALE vi DESIGNED BY • o • (D 1. HORTON • 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 0 0 **STRUCTURES REQUIRE INLET SHAPING. REFER TO SHEET C-720 FOR DETAIL. IL 0 N Lr) l0 ,--I i U 0 � z uj J Llz Q LI..I J u) ° 0 z v W �z== J O O (/) z z LL WLu z p� cn NOTES: 1. SOME STRUCTURES REQUIRE INLET SHAPING AS NOTED ON THE STORM STRUCTURE p� TABLES. REFER TO DETAIL ON SHEET C-720. O z 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 1- 0 GENERALLY IN THE PLANTING STRIP. 3. CONTRACTOR SHALL PROVIDE SEALED ENGINEERED DRAWINGS TO ENGINEER OF RECORD FOR STRUCTURES WITH DUAL PIPES PRIOR TO INSTALLATION. JOB NO. 41946 SHEET NO. C-403 STORM STRUCTURE TABLE STORM PIPE TABLE STRUCTURE # TOP STRUCTURE HEIGHT DESCRIPTION PIPE # DIA FROM - TO UPSTREAM INVERT DOWNSTREAM INVERT SLOPE LENGTH DESCRIPTION L1 544.50 NCDOT ES-1 for 30 inch Pipe L2 24" L3 - L1 542.32 542.25 0.33% 21.02 LF 24 inch RCP L3 548.97 6.65' NCDOT 840.02 DOUBLE CONCRETE CATCH BASIN L4 18" L5 - L3 544.28 543.22 1.07% 99.20 LF 18 inch RCP L5 549.44 5.16' NCDOT 840.02 CONCRETE CATCH BASIN L6 15" L7 - L5 545.80 544.58 1.20% 101.36 LF 15 inch RCP L7 550.44 4.64' NCDOT 840.02 CONCRETE CATCH BASIN L8 15" L9 - L7 547.70 545.90 1.00% 180.00 LF 15 inch RCP L9 552.24 4.54' NCDOT 840.02 CONCRETE CATCH BASIN L10 24" L11 - L3 543.40 542.60 0.78% 102.15 LF 24 inch RCP L11 549.47 6.07' NCDOT 840.02 CONCRETE CATCH BASIN L12 18" L13 - L11 544.25 543.50 0.75% 100.00 LF 18 inch RCP L13 550.45 6.20' NCDOT 840.02 CONCRETE CATCH BASIN L14 18" L15 - L13 544.60 544.35 0.74% 33.79 LF 18 inch RCP L15 551.35 6.75' NCDOT 840.52 PRECAST MANHOLE L16 18" L17 - L15 545.60 544.70 0.85% 106.00 LF 18 inch RCP L17 551.62 6.02' NCDOT 840.02 CONCRETE CATCH BASIN L18 18" L19 - L17 546.20 546.00 1.18% 16.96 LF 18 inch RCP L19 551.79 5.59' NCDOT 840.02 CONCRETE CATCH BASIN L20 18" L21 - L19 547.73 547.60 0.57% 22.89 LF 18 inch RCP L21 551.79 4.06' NCDOT 840.02 CONCRETE CATCH BASIN L22 18" L23 - L21 547.92 547.73 0.52% 36.79 LF 18 inch CLASS IV RCP L23 551.70 3.78' NCDOT 840.02 CONCRETE CATCH BASIN L24 18" L25 - L23 548.01 547.92 0.51 % 17.58 LF 18 inch CLASS IV RCP L25 551.81 3.80' NCDOT 840.02 CONCRETE CATCH BASIN L26 15" L27 - L25 548.23 548.01 0.51 % 43.01 LF 15 inch CLASS IV RCP L27 551.25 3.02' NCDOT 840.02 DOUBLE CONCRETE CATCH BASIN L28 15" L29 - L27 548.83 548.23 0.51 % 117.69 LF 15 inch CLASS IV RCP L29 552.12 3.29' NCDOT 840.02 CONCRETE CATCH BASIN L30 15" L31 - L17 546.10 545.70 0.55% 72.97 LF 15 inch RCP � L31 551.25 5.15' NCDOT 840.02 DOUBLE 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 N1 551.75 NCDOT ES-1 for 24 inch Pipe N2 24" N3 - N1 549.58 549.50 0.44% 19.00 LF 24 inch RCP N3 555.99 6.41' NCDOT 840.02 DOUBLE CONCRETE CATCH BASIN N4 18" N5 - N3 550.25 549.65 0.72% 83.55 LF 18 inch RCP N5 556.71 6.46' NCDOT 840.02 CONCRETE CATCH BASIN N6 18" N7 - N5 550.95 550.25 0.60% 117.52 LF 18 inch RCP N7 556.77 5.82' NCDOT 840.02 CONCRETE CATCH BASIN N8 18" N9 - N7 551.13 551.05 0.67% 12.00 LF 18 inch RCP N9 557.03 5.90' NCDOT 840.02 CONCRETE CATCH BASIN N10 18" N11 - N9 551.43 551.23 0.54% 36.75 LF 18 inch RCP N11 557.24 5.81' NCDOT 840.02 CONCRETE CATCH BASIN N12 18" N13 - N11 551.95 551.53 0.64% 66.00 LF 18 inch RCP N13 557.69 5.74' NCDOT 840.02 CONCRETE CATCH BASIN N14 15" N15 - N13 552.12 552.05 0.58% 12.00 LF 15 inch RCP N15 557.69 5.57' NCDOT 840.02 CONCRETE CATCH BASIN N16 15" N17 - N15 552.35 552.12 0.63% 36.77 LF 15 inch RCP N17 557.22 4.87' NCDOT 840.02 CONCRETE CATCH BASIN N18 15" N19 - N17 552.67 552.35 0.64% 50.30 LF 15 inch RCP N19 556.68 4.01' NCDOT 840.02 DOUBLE CONCRETE CATCH BASIN N20 15" N21 - N19 552.96 552.67 0.55% 52.77 LF 15 inch RCP N21 557.32 4.36' NCDOT 840.02 CONCRETE CATCH BASIN N22 15" N23 - N21 553.08 552.96 0.55% 22.00 LF 15 inch RCP N23 557.32 4.24' NCDOT 840.02 CONCRETE CATCH BASIN N24 15" N25 - N23 553.37 553.08 0.66% 43.84 LF 15 inch RCP N25 557.65 4.28' NCDOT 840.02 CONCRETE CATCH BASIN N26 15" N27 - N25 554.02 553.67 0.57% 61.00 LF 15 inch RCP N27 557.83 3.81' NCDOT 840.02 CONCRETE CATCH BASIN N28 15" N29 - N27 554.14 554.02 0.55% 22.00 LF 15 inch RCP N29 557.83 3.69' NCDOT 840.02 CONCRETE CATCH BASIN N30 15" N31 - N13 553.80 553.25 1.50% 36.77 LF 15 inch RCP N31 557.79 3.99' NCDOT 840.02 CONCRETE CATCH BASIN N32 15" N33 - N31 554.27 554.15 0.55% 22.00 LF 15 inch CLASS IV RCP N33 557.79 3.52' NCDOT 840.02 CONCRETE CATCH BASIN N34 15" N35 - N19 552.98 552.77 0.95% 22.00 LF 15 inch RCP N35 556.68 3.70' NCDOT 840.02 DOUBLE CONCRETE CATCH BASIN N36 15" N37 - N25 554.08 553.95 0.59% 22.00 LF 15 inch CLASS IV RCP N37 557.65 3.57' NCDOT 840.02 CONCRETE CATCH BASIN 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 Si 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 S313 551.51 NCDOT 838.80 CONCRETE ENDWALL iu .n . t. Pineville Plan Sheet Is Part Of The Overall Approval As Of The Following Date 11/19/2019 °•� �N CARO<��''% 0-11 3r03 . �I1 i� 1`\►1"� 1%% / /2019 o E N O 00u N U C z o ,E w � E = o L Q W U DU-ip w a LL o o^ �Ln a ui 71 C70�o z J } 1\ �Q xx afx�� U -0 o M 0 W I'D _ �C� ~ � N O o ��.o LnCD Mo w O J w 1-1 �� U J J 11wzw J - J za :i� ;� '-' w ova oc O 1L z a oc U U) 0 O W W W a U OU O OU w OO O O > U U U Lij O O Q Q Q �O O RO W W W CL CL CL W W W ')� ck� ' rn m rn 0 0 0 Lu � r Q 0 0 '- 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 (J') � 0 z v W uz== U J O O (/) z z w > 0"I W Lu �F--- cn 0 0 z 0�1 JOB NO. 41946 SHEET NO. C-404 Plan Sheet Is Part Of The Overall U tn a N 0 c 0 a 0 a 3 0 0 0 v U U U) 0 in c� T LL N c U) 72 0 U rn V 0 co L Approval As Of The F,011owing Date ( / LOT54 11/19/2019 "\- �. \ LOT 55 \ \ \ \ \ iLj \ \ \ W — — \ LOT 56 \ \ \ \ PRORERTY \ G U) `\ II 1 ' / / �� / / `� \ `�\ LINE J MB 42 PG 757 \ \ \ \ \ \ \ \ 1" / a B43 0Lo , 59 LO ,y \ � I S • 3 03 Idol H EF, •� .``��. 1111111u\\\\10/31 /2019 LEGEND 700 MINOR CONTOURS 700 MAJOR CONTOURS \-- `\`\`\ I ,/ \ \\ \\\� sue\ \ \ I1i1111i111' Pill % I► ® PROP INLET IMATCHLINE SHEET C406 - - \ \ \ ` '\ \ LOT57 \ \ \` \ s� 1- / /\ 558 \ 1'' I'll 11 I ' 1''l l I �� / , M— /� ter/ ��\\ \ s T� B45 \ \I\ \' I ;1 1 I� SLAB TOP IN 7 `� �\ SsF\ \ �, j \ \ \ ► I 1,11 III it 11111" ' ❑O CURB INLET \ `<s \ � \A,, `\ , I III I I \ \ I , I I I I I I 1 \\ \ ) 1 (IIII IIIII I I / �1 I I 0 DOUBLE CURB INLET ON 1 i LOT58 MB 42 PG 757 LOT\60 EXISTING RIDGELY �1 SUBDIVISION LOT 6 1 / A5� MB. 42, PG. 33 l � A' LOT 62 / D / / LOT 63 5' STRIP COMMON OPEN SPACE LOT 64 / I (Li / \ LOT65 �1 LOT 66- 1 CONTRACTOR TO MIN. 2.00% SLOPE ON DITCH LOT 69 u M / / / \ / / / /� PG / l / CONTRACTOR TO EXTEND EXISTING A , A PIPE 10.5' TO PROPOS D HEADWALL \ / / \ \ , , / / / I - - - / / • (NCDOT STANDARD D�AWING 838.01) / r \ , / /� (MAINTAIN EXISTING PIPE SLOPE) r\ 74 /' TIE TO EXISTING SS/ SIDEWALK / TIE / EXISTING CRANOFORD DRIVE F r'I I I �' 1 \ I I_ I h 6D\2 I /JAM s LOT( 1 I TIE TO'k(ISTING / ) SIDEWALK I �b ✓ � / I I 1 cry SSS e4� ■ ,/ I� \,cam/ \ \ \ I I IIll till I ►III\I \\ \ STORM PIPE B 7 LO ' /'\/ \ \) \ \\ \ 'III1,1( III III IIIII I I Qo STORM MANHOLE Lo / - - \ \ \ EXISTING 60' FORCE MAIN SANITARY I,I I I IIII I r ,r700 SPOT ELEVATION \ \ \ \ SEWER EASEME T I I I I� I I / � � Ijl�l / / \ i �\ \ \ �'Li ` , ,I I IIII I I I I FFE: 700.00 FINISHED FLOOR IIIIII ( I 11 1 ELEVATION I III 11( III'' I ► I Q / �\ _ �\ \ \ \ \ \ I I II I I I I I I FGE: 700.00 FINISHED GARAGE 0 ,Q� / /�\� / \ \ I \\ II I�� / I I I ELEVATION FM - TJ III 1 I I III I A11 PE: 700.00 PAD ELEVATION IIIIIII I� �11111j11, EXISTING 60' \ II I I I I I I I FPE: 700.00 FLOOD PROTECTION CHARLOTTE WATER \ I I lilt II I I I III I I I I I I ELEVATION SANITARY A IITARMENWER I I I III111 I I I( J I I I I (I I I I1' 11 111 \ / I I 1 1 I 1 1 1 FLARED END III II I I ►III I I 0 SECTION W/ RIP RAP Q I' 11'll I� APRON 1 \ /-5y1 \ �� ` 1 1 1111I1111` I I IIII I I I / / yyg \ \ \ OUTLET CONTROL ` \\ 1',III fill �II I i III I I I I I STRUCTURE 1 , / � \ � � \ \ I/ 111 �,I ► f � I I I� / / I I I ' / 1 1 I1111,11 1 v 1 IIIII I I lilt I i I I ► 1 1 'IIIII I I I \� � I I I/ fi r' I / 1 1 / � � /'I IIII I �• , / I I III I / I OOR/TldN OF EXISTING I I I I I I I I l l IIIII , I/ I WE'TL�JDS TO REMAIN 1 IIII I III I I I I 11 /h I li i111I111 �IIIII�, �I I I I I It I I11 , l I (1/11111► t/ 1 i f /I/Il q,''/ 1 I--557-I ,I111111,/ IIIIIII i ,II li IIII 1 I I PINOPOYP D TREE (I i ' \ / / iIllili�l�i I i IIIII I ! I a� �g6' I ( 1 ITS ,) \ 1Ifill \ / ` 11 111 1 111 II I I I1/ I I l PINOPERTI/ 1 r ( \ / 1 li h /' IIII(/' 1 , I Ill , I I / �' ( \ °° J IIIIIII II I (/ 1 / / I II II I III, 'I,I r/ �(1 /lI/ll/I/II I I I I,fq / II I//IIII( ( NIF \TRUSTEFS OF SOUTH / I I I l I' 1 I I I 1 (' 11 titI CO\PREGATI,ON OF JEHOVAH'S / \ 1 111j1 I I 1 / 11 I 1 1 1 ,1 I PGE/773 ,' I f 1 `(II I I ' I I I / / If It 1 Ili i 1 DB 30017 1 / / / /' PID # 2050'1107 I I IIII / , \ \ / I/ II /IIIIIII/// IIlllll'f I I I I' 11 I 1 , ► , , , IIII l l I I r / IIIII/( 1\ Irl III ►1 / / ,,!IIIII!, It I I I I ,iI/l 1\ \ /I \� \ I I 'I1'1 l 1 �' / / fill( by \ 11I'11' / / / l)1/1/ I \ I/ /I II I I� ' / /,/,/ IT it IIIII/III l/�1I11 I111'�� I /r1j11 I- •� / / 11 lI1I I 1 III I IIIII, I / /I11! I fIII( ;Ill/' I dill, ((� III I IIIIIII I TOWN OF D#1D#21 `�cA It (�111 1 1 I11(1l f l If 1 I I II(111 L SCALE 1 "=40' 11' 1 r r I I I I r I 0 40' 80' /IIII II) 1 II' Of 1' I I / / /I rl/ I IIIII I ,/ , I r// 1111 f 1/ I I I 1 �� 1. CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTING APPROPRIATE PARTIES AND ASSURING THAT EXISTING UTILITIES ARE LOCATED PRIOR TO CONSTRUCTION. 2. CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADES USING FLAG MEN, ETC. AS NECESSARY TO INSURE SAFETY TO THE PUBLIC. 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 Cp U N N U z 0 ai E w, = o a w v oc U. o 0 a O N Lu W i n d � M Q CO - r, �a w-xQ <=mow 0 U -0 o cc Q) � _ co ~ � N 0 CD .>-� 4En � Eno w O J w U J J O JH,-i w w Inn LLLz Lu J Z J Q z 2: > Vf M z o�a a O IL z Qa' U O U U U w O O O O w Q O Q Z Z Z Q Q Q O OIO O a a a www „ CE CE CE rn rn rn O O O Lu C, 00� DATE 1211912018 DRAWN BY A. DALE DESIGNED BY J. HORTON CHECKED BY C. TODD SCALE AS SHOWN l0 1 U 0 Q z z z W J cn � ° Q z u a Uz�(D 00Z z I —I z two �V);< 0 J � W z Q a U � 0 JOB NO. 41946 SHEET NO. C-405 a n a c L a L a Lr 6 c c 51 Lr C, c -c a c n t z C a c c c d C • �J GE=555.4 71 1, 3.7 69 \ E=555.70' \ 80 79 78 I 77 / 76 75 I 74 73 72 P 70 60.3 ' / \ Sco 38 \ oo 3.13 3.38' / FE=555.4 81 \ I / FE=561.1 \ \ ■ /FFE=563.37 / �\ I (/ I / / f \\ ` ,``�unm►iq�i GE=554.84 Fto GE=560.,' - r / ) I �� CA -11# 1 O \� .......... RO PE=560.7 PE=563.0 cr ` I \ ) _ J`� �'�� '• C � 11, \ M H I I N,E H T 4 0 7 / ;` o : o E/�. FFF=RRd-!1111 \ \ LL) _ �Q�F SS O �•� _ V FGE=554.23 �� 555 \ o. _ t ► I E=554.48' ,c> \ D75 FE-561.7 FE-562.93 \ \ I \ I 1 \ I 83 FGE=560.54 \ FGE=562.93 I I \ --- - '� �/ '•. � I NEF :•� ,`O � \ d STORM DR�I Gf}__ ENOREE DRIVE 68 M I I \ �i EASEMENT 64 (22' R/W) - - - - -----__` / �/ \ \ / /� ��` C95 I i /l I I I / ��S��PHER ��0`• 5 GE=553.50 \ \ i / \ I 1 I I I/ f \ ��NinmrtN�� ,�' II 02/03/20 O / E=553.75' \ FFE=562.70FFE36 I I l 1 I I _ FGE=562.70 // FGE=560.35 \ \ PE=562.3T i ` I I\ % I it l l l / I I I JI \ LEGEND 67 PE=56 \ / ' I I- t + III I I N \ o I I I I I I BUILDING \ 10 \ ` I I I I IIIII 700 MINOR CONTOURS 00 u \ \ / 0 I PAD, TYP. \. � I \ ) (III I III N 'i I II u / , / - 35 ''i \ ' 1 I I I I I z o �I \ I FFE-562.60 I I_ I ( 11700 MAJOR CONTOURS / / FGE=553.57 i 94 93 r` 92 0a7 91 90 89 88 87 86 FGE=562.02 N t III f PE=553.24' STORM co - u� - - - iB �� - PE=562.27' ,n = I 1 l I I t = o D5 0 i I � in �� U) LO� \ / co I / I III I IIIII J Lu E > FFE=562.0 1 I C 3 J I I I I I ® PROP INLET ' 85 DRAINAGE / ® � � M COS � FE-557.5 I FFE=558.1 FFE=558.7 FFE-559.7 I � FE=560.59 FFE=560.5 FE=560.3 FE-560.45 I 0.14OAC. \` I I 1 cry FE=560.14 FGE=560.35 I 1 11 F- ASEMENT i B 0.19±AC GE=556.4 FGE=557. GE=557.5 FGE=558.0 FGE=559.3 GE=559.8 GE=560.4 66 \ I / II � GE=558.4 GE=558.92 PE=561.69 � � � C61 1 1 l , / � I / a u� U � 8 D59 STORM PE=557.25 I PE=557.8 ' PE=558.40 I PE=559.3 I PE=559.80 E=560.26 PE=560.19 I PE=560.05' E=560.12' STORM \ C45 - I \ ) I I I I J ` p SLAB TOP INLET > / / DRAINAGE I I r- I I 1 I I / J H- `° D49 , DRAINAGE I C59 co \ \ III I I I Luc W. o 0 co 25' BUFFER\ I l 1 I I \` w U 1-L11 � L > I I I I I EASEMENT I \ \ I I I I I I Q- In z EASEMENT C51 0 I I ' 11 O CURB INLET a O N C 2 FFE=562.35 11 D55 4 / 559 I I Ill I I / I I I a Ei rn Z Z Z Z 43 560 FGE=561.77 34 I I \ 1 I / / � Lu 2 r. - - - - - - - 1 - - - � - - - C L4 \ - - - - PE=562.02' \ I I I I I I Om DOUBLE CURB INLET � � -,:I- - W W W W -� /cam\ \ \\III(; �1►�f z�°X U�� ' �� i \ 1 III I I� STORM PIPE < Q " a U) U 560 I 1 I/ 11 II o �_ 41 w w U U U `�- D52 - \ �IoIIII�IIr�1111`n �V _0 c:), 0 � �C, 3 C85 EMMETT DRIVE �' o C49 ,n I I I I I �' I I I /� QQ STORM MANHOLE cn Z Z Z p C87 C41 C47 C48 I m 1 � ro o z __ _-_ PRESIDENTIAL COLLECTOR_ �- --- --- --- --- - ---L-- --- - --_ _ - - EMMETT_ C57 _ I \ IIII l \ I I = o O � U C .7 C28 T STA 10+00 TO 34+52.53 U U (18' R I `� 1\ III ` IIII F- � �i O O O Z C35 C37 U SS r ) C39 C89 -- - m- I _ 1I I I �� I I I I I 0 CD > O � 60' RAN) I I �700 SPOT ELEVATION o o � U U U 29 / C36 C38 ■ m ` I C91 559 I '\ 1l 1 �I I I I 1 I I I I tt! FFE: 700.00 H (A C) � z z z Q I III I I FINISHED FLOOR 1-I Q Q Q I I ) I I ELEVATION J STORM DRAINAGE C 5 - - - - - - - - - - - - I 33 I I \ o 2 � 5 i / r 558 �58 I I FFE=560.43 � � + \ I IIII (I , C25 EASEMENT 559 I I ' FGE=559.85 111I III IIII FGE: 700.00 FINISHED GARAGE IU / 560 I I I I I I I I /III / ELEVATION J c31 I I I I I I I I I 559 I PE=560.10' � I h� \\ 1 I I I f f \ 1 �� FFE=556.1 FFE=556.6 u� FE- 57.3 FE=557.8 �Q� FE=558.41 FFE=558.9 - - STORM DRA 11AA I I I (I 1 w �s GE=555.5 I GE=556.0 uu� GE=5 .7 I ( GE=557.2 cry GE=557.8 I I I GE=558.4 I FE=559.56 FFE=560.1 I FFE=560.4 I FFE=560.4 I FE=560.78 I FE=560.2 I FE=559.71 I FE=559.3 I FE=559.47 I FE=559.8 I FE=560.44 I FFE=560.4 I (5s C63 I I EASEMENT Ill it J I 111 1,1 I PE: 700.00 PAD ELEVATION O O O O / PE=555.77' PE=556.34' uu� PE-557. 4' PE=557.50' PE=558.07 PE=558.65' GE=558.9 FGE=559.5 FGE=559.8 FGE=559.8 GE=559.62 GE=559.1 GE=558.5 GE=558.2 GE=558.31 GE=558.6 GE=559.28 FGE=559.2 S I I 1 III III III / \ \ O PE=559.22' PE=559.79' PE=560.10 PE=560.1 E=560.45' PE=559.93' PE=559.37' PE=559.03' E=559.14' PE=559.51' E=560.11' PE=560.11 FFE=560.43 co IIII I I I I (/ / I I w > > > > 2 3 4 5 ao 6 7 rn 8 9 10 11 12 13 14 rn 15 16 17 18 u� = 32 I PROPOSEd 6' I III 1 I FIDE: 700.00 FLOOD PROTECTION , M W LLI W LLI \ / 1 I I Lo I w co I I I I PE=560.10' I M III 1 I II 1 w Lo Lo o FGE 559.85 BLACK CHAT I 1 1 I I I ELEVATION w ' COS / I to I LINK FENCF /IIIIIII IIIII g ry / 0.31±AC. \ C I I J -- -- I ` 1III.IIII I I I I I I I I FLARED END LL U) z O o c:) 0 \ B7 u� I I 111 I It 11 QI-v rnrnrnco\I \ / I I I I I I I I I I I I I I I 71 1 I 1 1 0 SECTION W/ RIP RAP W z_ w w r� r I I \ I I _ I PROPERTI'� LJ 4M� I III J< O N M O FFE-560.06 I I1 l III I I /f APRON C7 Q Q o o "' M 558 B7 FGE=559.48 31 1 CD III I I I I I I I I Z p s� 557 5g I I I Ill \\ OUTLET CONTROL o- z o o o / I All 1SA5 PE=559.73' /1 I I I I l IIII I Vf iD w p Q)ON 69 I oo I I / 1 - - 558 - - - - - ■ I - ` I 11 III I l 1 I I / 1 \ \ \ ■ STRUCTURE O0 DATE �- --- - - - - --- - - --- --- - - - --- - - - - - - - - m -� I � I � I I I I 11 1 1 11 / Z ' h I► I I 11 I/ ))I I / t J, Q 1211912018 2 \- - - - - 5 18' R/W 2$ B6 I I FFE=559.69 30 to co h r / \\ 1 /III J Il 1 I I /IIII \ ) I \ \ 555 - - - 556 557- - - - - - - - - - - - - - - 557�558 ' O - I Lo FGE=559.11 I I \ /IIIIIII I /t I / / t t III)) \ / U DRAWN BY ��, �6 i PE=559.36' I I l, 111 I J t l l 1 t, , I r\ v v 559 I 558 559- I 1 \,1 III I III I I \ 1 \ \ � \ \ B 5 - - - PROPOSED � III III I I 1 1 \ \ 1 A. DALE / 4j��/ y- - ST RM DRAINAGEln \ I I STORM FFE=558.56 TREE LINE�TYPt 11 I I IIIIIII I ) I I I oC ' 1-9 %� \ \ EASEMENT B31 DRAINAGL9 FGE=558.56 66 1 I III I / I ) _ - DESIGNED BY / PROPOSED T EE _ I� I I I I 1 I \ \ I • O \ 0 EASEMENT PE=558.22' B6 FGE-558.74 29 l l / I 1 / I I I J. HORTON N r \ r / \ LINE, TYP. h I = I/ I I I \\ 1 1 I = COS I \ I 1 I I I , , \ l \ • U PE=558.99' \ S I • CHECKED BY FFE=558.56 �C EXI ING 60' CHARLOTTE \ -/ I > ' ` I ' 20 EXISTING,^,`` I I 1 l I 1 - - v • / EXISTING FGE=557.97 i i 1 Y I I / I I I / \ p C. TODD \ \ AQ, ATER SANITARY SEWER \ / \ FFE=558.95 NORFOLi 1II I , 1 / I I 1 \ \ / \ WETLANDS / I PE=558.22' co 28 I I l II I / s S n EASEMENT \ / ` / I \ Lo FGE=558.37 I SOUTHER IIII 1 , I I I - \ t I 1 I • � SCALE / w `sue \ \ / EXI�ITG 60' CHARLOTTE \ \ 1 - - 558 - - I I PE 558.62' , I RAILROAD RlGhll 1 1 1 I t t I I III 1 \ \ \ t r = \ \ \ / W TE FORCE MAI SANITARY \ 1 I I OF �A J I I J 1 I I I I hh \ / SEWEfj S,� MENT \ \\ it 1 1 i\ \ I a� JIB - -�557� �h I ) /IIII I 1 I I 1 1 t I Ti/ \ / \ - I • o AS SHOWN \'c FFE=558.86 D IV O I t I I' I II I I I /I I II � 1 - J / 21 - Ov0 I I I IIII j11I w FGE=557.70 I� \ 27 I \ l I I l I I \ I I l I LU PE=558.53' 0 Q o I FFE=558.94 i / l l II I I I 1 J 1 11 I t l 1 1 / > LL. I=1 I FGE=558.36 I I I I oC z - 1 ) I I III 1 \ I 1 I \ / \ - - \ I 1 - z - - - Q w +m PE=558.61' I 1 IIII 1 l I I \ \ / • O / , i )oI`" L I 1 )IIIII I' J1 \ \ EXIS IN 57 CHARLOTTE \ , \ / _ - I I w _ - - I / 1 / o �-Q B85 , I /1/ 1 11 t11 11 �I I \ / WATER FORCE MAIN \ - \ ' \\ mil\ / ¢ FFE=559.23 �� \Illll \ SANITARY SEWER \ ` \ _ - / 'c / ' ' B33 22 I \ 1 11 I EASEMENT ` \ \ _ - \ / i I '�� t ` \ \ / ' 8 FGE=557.57 I i I FFE=559.31 26 I ' I N )11 1111 I 1 1 \ `I I J I I J r PE=558.90 5�I FGE=558.15 I I /`/ // II I I , I f I I II Ill ` / I I PE=558.98' i I � I t J I I I I I I t l I f )1 S I rno IIIII `S6o \ s8 LL' \ I I I ■ - - Lo Lon \11 1J\l 1 I' 1 I I It IIJ/ \ \ \\, ` \�\�\\\ \ ,) \ \ \ I I 23 FFE=559.54 I r - \ /It'lll,l I I I I I I I,I11 \ \ \ \ c FGE=557.88 f I 1 I I I I \ �\ \ \ \ I FFE=559.31 \ ► I 11 f 1 \ \ \ ) u� PE=559.21 I 25 ,\ IIIII II II I I I �/ I LOT47 ` � \ ` "\ � -_ � \ ` I � \ ✓ I i I FGE=558.15 1it I I II I \ \ \ s�� / \ \\ ��Ii� \ t\ \ \ I ' - - Oj - - I PE=558.98' B 3 I \ IIIIIII I I I I I/ 1/r IIJ/ \ I I I l\ I I IIIII I I ► / \ _ \�E=559.55 I / / t I I l i IIII 1 1 I I (IIIII 1 l/ N FGE=558.38 i h� \ h�0 ��0 I I I III I , % I I LOT 48 \ y \ u� PE=559.22' (\ I I I I I f \ \ I` \ \ \ \ \\ �\ \ \ 1 / COS111I111I II I I Illll,t \ L\1 l� \ - \ l - - -� 0.10±AC. I I III+ / / l 1 / \ \ \ l� � \ `--- � � \ � � I IIIII It III S \ I 0.03+- AC. I III I 1 ) LOT 49 / `� ' 1 \ \ \ \ - - ' - - IIIII If I I I I I I r l - - -- - 1 1 11 111 Ill I I 1 I I II IIIII \ \\\II` Q Al \ \ - ---cA- - - 1 / IIIII I1111 ► )\ z Z to i 77to IIII I l\ 11 \\ N, N, ,'/ \\\ \\ ll \\ \\ -� - - - 559\IIII IIIIIJ� III 1111I1 �� I Lu Q \ \ \ MB. 47, PG. 601 ( t LOT 5B- \ \ \ -- I I I I 1 ce \ ` \ I I 1 II►I1I11 I 1 I I (III III ' (i Q J \�\ " i I I \tiilliliilil I Iil�l►IIIi i I li Lu = B41 1 I \ / \ \♦ I I I I ILII + l l I LOT 51 i \ - 1 \ \ I \COS It-- 1 I I I I 1 I J l I I fill �/ t I J � z STORM DRAINAGE � l / I I I i--i � �\�� B EASEMENT III IIIII11 I I IIII l / / O O /�II�jiI1 z w 0 COS \ \ -__\ \ J h ) \ / \ �� \ -h \ I I 1 1 41 H r^ J Q MB. 47, PG. 6 p7 \ \ \ \ \ ` \ / \ SOT 52 \ \ �\ \\ \ ` \ _ - - \ \ V. I I / \ I cont 1111 IIII 1 1 I I IIIII I J v J ran \ i \ i 1111►Illlllllll /II1111I1 I O Z v MB. 43,IPG. 167 / \ L \ \ \ `\` \ \ ` \ \ \ \\ / ` \ lI I I ■ / \ I I111111111 I 1 1 J I J I I I I I + < 11 1 1( I I I Q / LOT 53 \ `\ \\ \ \\ \ \ \ \ % I I I I 1/ I I I I 1 I 1 I /1 l I I l I I 1 I U \�` \ \` \�` / I I1111111�1+ tl /�I/jljl\ � _ \ \ ��\ �_�'�I \ \\\\V�\\ 1 1 ' \ I -___ / 111ItitIi1 I\\ 1illlll�r/ ' w 0 1 I // 1 \ \ -i ` \\ t� _ \ /I% I IIIII IIII( I1 I I 1 0 \ % 1 II l Z \ - 1 LOT54 \ \ \ \ \ \\ \J - \ \ \ �1 \ t�I I�I��I l l I 1 IIJ�II� �� z \i \ \ , � B43 h �� \ 11111JI1I 1 \ JI IIIII 1 Z U III / ) 1 t / LOT 55 00, 5y9 1 I I I It IIII I I I1 I I I I III I I\ / \ I 1 t Q = SCALE 1 "=40' Lu G LOT 56 \ \ , \ \ \ \ ` l I 1 ) 1 IIIII IIII 1 I L 1 l I\ \ I 1 0 40' 80' \ PIINOP�R\Y\ \ , \� /\ 1 , i�III�I�II 1� J 11 II`1l ll / \\ \\\ \\ \-�_\ / l ` \/\ /J 111f1111I 111J1�1 I I MB. 42, PG. 757 -\_ l � \ \ \ r I / \ \` \` � `\ \ `ss \ / -`\` //- \ i f'1l�illill IIiI�II ■ I + \\\ \\\\`\ \ s s\�\ 558 \0 111111111, 'I11,I1/ I LOT 57 \ \ a5` / \ 1 1 l I 1 1. CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTING - / / I \ / ` \ ` / ` �\ / \ _ \\ \ I 1 1 I t I I t If II' t APPROPRIATE PARTIES AND ASSURING THAT EXISTING UTILITIES / L \ ` \ / \ , I ARE LOCATED PRIOR TO CONSTRUCTION. - B45 \ I I I (( / 2. CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADES USING JOB NO. / ( / - - \ I � \ \ \ \ \ � \ \ / I I I , 1 l I\ FLAG MEN, ETC. AS NECESSARY TO INSURE SAFETY TO THE IbINTC H L I N E- H ET C405 / 1 , 111 I I ► , , I PUBLIC. / ) / \ \\ \ \ \ \ \ \ ��w\ ` �\ 1 t \ ) / /IIII IIIII I I 1 J I 1 3. ALL PAVEMENT CUTS, CONCRETE OR ASPHALT, ARE TO BE 4194 6 I, I I I 1 I I , REPLACED ACCORDING TO STANDARDS OF THE NORTH CAROLINA 1 N \ \ \ e4 / III I I III t DEPARTMENT OF TRANSPORTATION AND TOWN OF PINEVILLE SHEET NO. / \ \ ■ UTILITIES SPECIFICATIONS. IIIIJJI I,\ \ ,I \\, I4. SHORING WILL BE ACCORDING TO OSHA TRENCHING STANDARDS C-406 \1 \ \ \ / / J l 1 PART 1926 SUBPART P, OR AS AMENDED. 7 -CL RO o O z O 0 >,F- coa a= coU) m w n_ oZ) c zN O� � a g x o w v- 0 00 o w a3 Y V7 � � w U C O O d U E m � w � c a E a U N 00 � 0 d o2 (6 �U 0 C N N U O 2 C N (6 C N 0 C (6 U a 0 N d H- L / ( I 1 ► \ 1 , , 1 / // ll/ , \ III, 11 I►IIIIIII 1 �, / III I I I I III H ,-_- 1.1..1 I \ I,/ I I 1 1 \ It I I I III ( % ``` II 1 \ 1 / I / / 1 I I III I .� • ••••.CAR• �. Z / I 1 / / \ / I / / , / / I I I I I I I �O (� 0� 1 1 \ l �' li"� I1 (' ••�`'C) • F Es l o '2'--- 1 1 � I \ 1 / \ \ � \ 1 / 1 1 / I 11 1 1 I I I I I I I I I I I__I --=?•�O ti,� •.�� (��\\ \ , I i `\ 1 / ----. ` ; ,' r;'111,'/ ( \ ' IIIIIIIII II IIIIII ►/ �., = S U \/1 I I I ,/ I I I It I I l I I I I l I ' 3 03 Lu fl III � I IIII - - .,�5'T '•••.......••'� � �. \ \ ' II I ) 11 `\ / 1 ' ` _ . / / // / ( l ► 11111 1 / I I I\1 uunuu� 02/03/20 III I I 1 IIII .H E \` �I � ► I \ (' 1 /f �\ \1 /� / �//'// / /' /'' \1 I1 \\\\\ IIIIIII I�III�IIIII I 1 I,\IIIII ,1 II IIIINIF 1/1 KELLER-CRESCENJCO.INC. I I I `\ / /I I' //'/ /// / /� i _ \' II iII�I, 11 ('I IIIIIIII LEGEND DB 17785 PG. 985 I 1 / \ ( ////, `\ 1 1 I I l l l I l l\ I I I I I I I I I I I/ o f \ \ ' I 1 I / \ I I /�/ / I .�_� \ \I III ► 1 ►II 1 rj o \ MB. 42 PG. 341 \ \ \\ I ` I I II PID#20508116 , / I i \ 1 I / /,// /r _ \ /IIIIIII I I 1 , III IIIIIII' I 7 MINOR CONTOURS U o \ I i 1 \ / / I I I i l l ' \ I I I I I ) I I II �I 1 700 MAJOR CONTOURS z \ I I \ I I , // // / , I IIII I I I , 1 IIII 1 E I Jill 1 II II111 w 4-1 E - - - - -,IIII ( \ ► I IIII (� ` I \ _ - I� I IIII 1 I' III ill 1 ® PROP INLET If I a LU \`I1Ill 11IIII II I \I I) I II11iIi1111 SLAB TOP INLET Lu " I I IIII ❑O CURB INLET a O r4 III I,1 QLL Lr) z l III/ w LD O 1 / II It aLu 5M a W W W w \ / / \ \ / - - - I' - ', % / / / / / ' / /' ` \ II \ I III1II'� ► I ► I IIIII liIII 0 DOUBLE CURB INLET z p cn o / J 'I'�t ,1\I11 11 IIIIII 1I 1/\IIII II IIII IIrI a u / z z z OwaSTORM PIPE x OOOU v It ,o cn p O, / 1 1 I111 Pit II II II O » > uj p o STORM MANHOLE cc o z ( ► ( I I --___ I I 1; \ �� / l \ - Ai 1 I'I III = �CO IIII IIII 1 I ► ---__- I _ / 1 / / I _,- - %�i 11 , I 11� I ► I I I I \ -__ _---_ / / I / / / / i / -- / 1 I III IIIII1 II 1 II I1I�IIIt.o 700 SPOT ELEVATION �2:�ti > O w O O O Z \ / /' 1 1 ` � \(^ ll^11'ro � to FFE: 700.00 FINISHED FLOOR w � I I I II 1 \\ J \I / / II�III�IIIyIJI �'lllllll►I, ow ZZZW I ELEVATION IIIIIII (IIIIIIII / FGE: 700.00 FINISHED GARAGE IO OO O O IIII II � � � � s6, If IIIIIII I � ELEVATION J a a a a / I I 1 1 1 1 / - ' / / /I I \\ / / / ► _ _ _ _ - - _0�� `�\\ \ I I IIIIIII I I I I I I II IIIIII PE: 700.00 PAD ELEVATION uj O O O O \ / �' PROPERTY LINE / I I III If I 111 III (n (n (n (n ti ti ti ti \ / / % , \ i i 111IlIlllill I I I I I I�IlI11l FPE: 700.00 FLOOD PROTECTION W W W W \ II II II II �� IIIII IIIII' 1 1 I I I I 1 ELEVATION _j w rn I III `i II I I III w00 II I I IIII IIII 1 \\ "I 1\11I 1 I 'IIII I FLARED END Q c� ... o ---------- / __,, I 1lllll IIII IIIIII wcnz o000 \ _ `SSA I III IIIII 1 0 SECTION W/ RIP RAP W z_ Lu w N N N N \ \ 11 fit I' IIII I''I I � APRON C9 I II1I ■ Q �za � � i I z�> OIII m"oIkill CIliOUTLET CONTROL (A ro to coo o o ti-i MoN i / / I III IIII 1 STRUCTURE - - - - - - - - - _ _ _ _ - _ - ` _ - \ l /_ _II11I I I I I I ' I I I 1 I I I I 0 DATE -y60�- / I - 562_ - - 1 / / /IIIII ► 1, I I III IIIIII 1 I I I I I z 1 IIIII'i1I111/I I1j1I11,� \ II(f I 1211912018 1 11 III / \ III U /-�_-�-- .. '� � _, � v � 11� J � I I / / / / II I111 I►II III1 \ I III DRAWN BY (;/1 ,1 1 I I 1 I I I (IIIII 1 I \ \1 1 III) I A. DALE // 1 /l IIII IIII II I I L6 / ' 100' BUFFER \ / / / I / / 11 / I I 111 Il r l l I oC ,1 II ! /1 I I IIII I I I1 IIIII DESIGNED BY ,\It((,, ,\\� _ _ / / I \ 1 �'� ✓ / // \ I I / (�I\�II��!1I1I (\ �I (�I IIII►i1IIi1I111(I1�I i `1 , /r/l//( /1 I • 0 ' J. HORTON EXISTING 68'DUKE 560. -\ OPOWER R/W / I • CHECKED BY It I 11I11111 1I IIII IIII \ II • i - \ / \ / \, 1 I` I I l l I I 1 j 1 1 1 11 o C. TODD i _� __ / / o I I I ( I II 1 / i \ m - / -- i IC_ S ` It // / I �oI rI II Ii IlIIi IIIIi I1I I )1 III I►I I II,I 1\(\/1/ /1 • w SCALE • AS SHOWN r •n � i _ _ \ \ I � / / I 11 \ I \ I 1 U / \ \ \ I \_- �/ i / \----_-\ \ \ I / / I �I\ 1 1 IIIIIII 11 I ( I,111 \1I I Q / \ ` \ \ / �__ h� h� I / 1 I I IIIII' �' II I1111 I'I O i� -'\ \ �� `I /' � I ' I l lllll11l I 11j IIIII 'lllJ in 1 �� _/ \ / / __ _I\ - , 1 I I \ I II,IIII1 II 1 1l1 IIII IIII • > 42" BLACK O%K / / / F - S60 / / / \ \ 11► I I I I(l l l i I \\ I I I IA o I I \ \\\111 \\\\ O �� I lei I / / S / `�� I 1 I l(IIIII 1I1 IJ ► Ir11�/j//i It It > / PROPOSED TREE 58 ./ I I I I IIIIII ► l l IIII I ► \ It I ' \ I� � LINE, Ti / / / %� z "' s / / ►IIIIII I 1 1 I ,/,III j I I I 1 <_ \`71IIIIIIII 11(II11 I ► 1 1 i �'\\\ l / / I \>/� J I Illiii11IIIIIItI IrI I I \ (\ \000 \ / / / / / / I ► 11 11 fl (l l I I EXIS7II IG/1 0' RFOLK \ \ / / 1 I � 10 'BUFF \ I SOU ERN:k LROAD \ I IR GH OF AY / I I T Z \ / DITCH A (11 I1 11 ill 111 Ili I I I \ / It 555 ^ / \ I / /llililllill I I il11111, 1 \, 1 552 PROPOSED CONCRETE I I \ 1 II I III I I I I' I rl 1' I r h I I I\ \ ` Lr) U W /5y� RIP RAP, TYP. FLUME, SEE DETAIL ON / I ► I I IIII ' 1 1 I l� IIII / Ti \ C<I_I_I yy1 y SHEET C-720, TYP. / ( 111 ^ 1 1 IIIII 1 \ \ C �_^ \ _ yy� 5y I I I II 11i"I►1�`- \� G V J ` �5y3 553 --- --- - AIDAN ALLEY - - ---- - -- 6- ---- 1_ I (/ h^r 111 I I J I l , c I I II 11 fi --- (18' RNv) - -- � --- 5g $ \ // / - J � � I I i II11 I ! 555 556 557 yy �_�` �/ / S I /I /I rl 1 �I I i II 1 I,III� \ W Q z -556 `, \ S8 to 1 I l IIIII I I I I/111 Iil /, - n o Q \��559, I 1, IIl�ll IIi 1 1\I11 ; W 2 ran 10, to I I I hI I I I I h I I I I h / $SO \\\ \/ I(I I IiI'I 1 1 I I' I I /' Fi J p Z I / I �, I IIIIIIII III 111 , O z I --I 54 53 52 51 50 49 48 47 I I 46 45 / I \ 1 III I I Q / ��M/• / \ ` 56 I 55 I I I I I I /' r I111,1'I I I I (1 I I I I I I Z Fi J 57 \ _ I �co FE=557.3 E=556.88 FE=556.88 FE=557.2 _ I FFE=558.2 FE=558.5 I FFE=558.9 FE=559.3 FFE=559.9 44 / 560 \ I - / r 1 l I I I I ' I I I I ' I1111 J _j < / \ FFE-557.4 GE=556.88 I FE=557.6 I I - V / L.L / GE=557.4 �' GE=557.3 I I E=556.88 I I _ GE=556.6 I GE=557.0 I FGE=557.6 I GE=557.9 I FGE=558. GE=558.8 I I GE-559.3 I FE=560.21 I / / \ \ r 1 IIII III I 1 1 1,1 � \ \ FFE=557.4 I I E-556.55' PE=556.92 PE=557.87 PE-558.24 `PE-558.6 ' PE-559.59 / 43 \ \ . I I ( I 1 0 U J W 58 \ GE=557.4 \ `�'E=557.14' I E=557.02' I E=556.54' I I I I PE=557.29' I I PE=559.05' I I I GE-560.2 / \ S6O I IIIII 11, / I I l i E=557.14' 1 I I I I I I FE=560.83 / / / I / FFE=556.8 [7 PE 559.87I / l I III / GE=556.80 �\ , � � / Q � d 59 \ E=556.47' to S 556 PE=561.1 / / \ FFE=556. � SS / ^ .' � � 558 $$ � � / GE=561.4 - / h�j � � \ I'' I I 1 r 1 ► I I III \ 1 \ \ FGE=556.0 25' BUFFER \ \ 60 \ D33 [035 < J D37 FGE=562.07 / S6 PE=561.7 0 FFE=555. \E=555.75 CRANFO IVE D39 41 / 41 0 \ 7 I II 1 1 I I I I l\ FGE=555.36 3 D34 0 - - _ --_ - D36 LO ESIDENTIAL - N _ - - - D38 - / - \ _ _ FE=562.69 \ \ E=555.02' \� / / p32 _ - - 0 $$ STA 0 TO 28+94.4) p $$ - FGE-562.69 E 1 554 S 50 ? S- p4 \ I 1 ► FF==554.6 / \ ` o I I I \\ v^8 0 PE=562.3 40 \ D71 D73 / 11\I \ FG==554.64 /- 11 I ' t 1 I I I 1 I \ E=554.30' \ 29 / �: - - - - - - O / FE=563.28 \ \ I r 62\Ni 63 / -553 / T i `\FGE=563.28 / / BUILDING \� I / /( IIII 1 11 \�► I 1 I I 1 / 6j / 555 �SY, E=562.9 PA , Ty /� / / / 1 I 1 SCALE 1 "=40' FFE=554.2\ �- / 559 S Z / 39 \' I / III I \ 1 1 7- / FGE=553.70 r \ �- \ E=553.95' / / I FE=557.23 I FE=557.80 FE=557.5 I FFE=558.3 I FE=558.8 FFE=559.2 I FE=559.7 FE=560.17 I I FE=560.53 S\ C97 / ( It/ I ) / 1 I I \ FFE=556.6 1 �\ \ FE=563.37 / \` STORM I �_ / I \ \1 I I l / I I , 0 40' 80' \ I / , / GE=556.0 I GE=556.64 I I GE=558.3 GE=558.8 I FGE=559.2 GE=559.7 I GE=560.1 I GE 60.5 / GE=557.2 GE=557.5 FGE=563.37 DRAINAGE I I I \ ■ �� \ FFE=556.0 E=556.31' I E=556.89 E=557.47' I PE=557.18' PE=558.06 PE=558.50' PE=558.9 ' PE=559.39' E=559.84' PE=560.19' FE=560.7 \ \ I 1 1 I t I I I I I / PE=563.0 j \ \ \ EASEMENT �� 5 \ GE=555.4 \ 79 78 77 / 76 75 74 73 72 71 PE=560.3 ' / ` S6, 38 3.13 ` 69 E=555.70' 80 70 \ \ cN �� I \ / \ 3.38' `t' FE=555.4 81 \ \ I I I I I / FE=561.1 \ ` ■ /FFE=563.37 �\ I I (' I / /' I 1, ` GE=554.84 FGE=560.54 \ \� FGE=56If 7 \ PE=563 03' / / \ \\ I I I\ \ \ \ \\ \ 1 ) ��/ � � � \ \ \ , � � 1. CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTING CL \ // `� 1 I I / APPROPRIATE PARTIES AND ASSURING THAT EXISTING UTILITIES `/ ARE LOCATED PRIOR TO CONSTRUCTION. V FGE=554.23 \� \ 555 �'<, r \ O / \� I \ ( \ 2. CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADES USING JOB NO. / FE=561.7 FE=562.93 \ (( I / FLAG MEN, ETC. AS NECESSARY TO INSURE SAFETY TO THE _ �j ��j 83 FGE=560.54 \ FGE=562.93 i \ /y PUBLIC. \ PE=561.3 \ PE=562.59' / / O L E H E`, 0 'I I I I 3. ALL PAVEMENT CUTS, CONCRETE R ASPHALT, ARE TO BE 4194 6 _ ! O M I U I O O S \ / � _- STORM DR�I G-L�_ ENOREE DRIVE _ _ _-_ _- / 68 \ � � (p � I I I I I I I \ REPLACED ACCORDING TO STANDARDS OF THE NORTH CAROLINA E=554.0 - EASEMENT 64 (22' R/W) _ /� \` S> \ / I I 1 ( III / , 1 J \ DEPARTMENT OF TRANSPORTATION AND TOWN OF PINEVILLE SHEET NO. D62 / / / \ / / \ I '1 , 1 I I , , ( \ UTILITIES SPECIFICATIONS. Q 5 GE=553.50 \ O - _ \ I 1 1 I I I 1 I 4. SHORING WILL BE ACCORDING TO OSHA TRENCHING STANDARDS C-407 E=553.75' \ - 36 \ FFE=562.70 \\ 1 ( I I I I I PART 1926 SUBPART P, OR AS AMENDED. L FGL=553. \ \ / _ / / \ 0 b \ h� ✓ FFE-553.7 \ I r 1 1 PE=554.53' ` �� \ �/ / , / 0 0 \ O / 25' POE FFSET I � \ h D15 o� / \\ FGE=553.13 T CLEA ZONE SEE ` \ J7 / / � / / °° ° o \ \ f \ r l h / / \ E=553.38' ��CAuq��4 \ DET� IL SHEET C-701 / o ` + - - - i' / o o ° J \ / �� '\ - \ / `�O (N R0 FE=555.25 ( / o-88.15_ - \ / / / \. r ••••• FGE=554.08 / \ / o c \` 0 / C- ' / IV1A L1 N E- E ET C409- / / ' O 549 / 64 \ \ O OF F =554.91' ///� g5� \ FFE=553A9244/ / °-�-��05) °/ \ i i/.4, . \ AGE=552.� _\° o-/-° o° \ `n \ E=55286' o°/PROPOSED GRADE ATo o \ � \ ;<c` 54.89 \ oPOWER LINE CROSSING: 053.72 0 0 / + _O- - - / \�T\\//_��s,---0�� 4.55' \ / / o o / / o � < \ / �\ 1�i 6>\T ' OP t-T\ 243 � / ° J5 � / 1) 48" RCP 1 0 / _ , � STOR� \ .QUO � FFE=552.86 � ��HE ``�� \ \ / ` - �innr►►l / h / ° ° // (2) 36" RCP / 5G�0 DRAINA �\� � / FGE=551.70 02�03�20 0 0 \ A� 00 / / i EKS MEWF\ \ S�` PE=552.53' O \ / / o ° / ° / / \ T/EM RY TIMBER OR / ct / D13 \ 8 65 ° / ° o/ \ L B DGE TO BE / h� 1 / \ 4 / / 1.28± AC. OF IMPERVIOUS AREA O/ ED PRIOR TO PER Ilf / \ / CONTRACTOR2 TO \ / '4��r\ j / / LEG E N D \ 4jI 4�� ' WITHIN FLOODPLAIN. MITIGATION / / VIDE SEAL \ / 4� J3 ISSUEB'BY UPACE. / , \ \ / oN o PROVIDED BY 2.03±AC. OF TREE o � ENGINEERED INGS � / 700 MINOR CONTOURS 00 u \ / o ° o SAVE AND 0.53± AC. OF / / - / p� FOR STRUCTURES TH \ \ 7� \ N vi / - 0J0 0 0 0 REPLANTING FOR BUFFER B / f / �� / / / / \ DUAL PIPES, T / FFE=553. U o o ° 0 \ / / / l \ \ \ \ / ' / FGE=553.57 700 MAJOR CONTOURS z E MITIGATION. SEE SHEET L-200 FOR i D21 \ o K3 / K1 ° ° BUFFER IMPLEMENTATION NOTES. / /' D3 Q O,QS \ g p� Ox' / / / \ CONTRACTOR TO \\ / PE=553.24' W E / / / S O �' INSTALL OUTER PIPE IN p , = o o h \ o \ D25 ; 85 ® PROP INLET 0 �o ° DRAINAGE / / -\O ��ti h \ �� / L TYP. 1 ^ \ D19 �1• _ W / EASEMENT / 02 l \ \ \ 13 SLAB TOP INLET O � Lu 0 / h o o / / / 0 pr� �� D9 �i�Q \ v i D49 Q C) CD Z o / 8 R �' � 15' STORM ° 0 0 ° / / J \, / • yea EDRAINAGEASEMENT / \ D23 , ' ❑O CURB INLET O 2 ^ H v1 v1 v1 o / - / / // \ D7 73 \ \ / a ern aWWWW ° / % / \ _ 0 DOUBLE CURB INLET U) � , / \ / / a � x can o 0 0 0 STORM PIPE Q ; Q w U U U U EXISTING 81' DUKE / \ I S RM / , `\, � = (n - _ / DRAINAGE o Cj \ H I V 0 ui hh POWER R/W � / \ O / ro ` I � � ' H�h� `' � rya o z 1d� EXISTING 60' 4� ` / /f I EASEME T ° b / a' --- QQ STORM MANHOLE cn O � l / �\ \o � � 5 a ° a ° a ` ) � \ 71 / CHARLOTTE WATER \ / � HEADW L ° 1 / 1 / SANITARY SEWER \ C 7 C28 i N cn O O O Z 4j / / / / /�► I I J\ TYP ) o EASEMENT \ / �700 SPOT ELEVATION 0 c w U U U kph / pr\Y / - \ ° I / I\ 29 +' o Z Z Z Q ' \ / / \ \ \ / ° D5 I \ I / Cos FFE: 700.00 FINISHED FLOOR w J Q Q Q PP IINI/A\ \ \ \ ° - / \ 0.20± AC. / ELEVATION o W Z Z Z W NO DEVELOPMENT TO OCCUR WITHIN JOP OF B�4N / / / 1 I 1 I I / _ I \ \ STORM DRAINAGE Z THE DUKE ENERGY EASEMENT PRIOR TO \ j�/ / 1 1 10 \ , / \ \ C23 4 C25 EASEMENT O O O COMPLETION OF THE POLE RELOCATION EEK / // J \ Jo / / / / C3 FGE. 700.00 FINISHED ONARAGE U w w w o PROJECT BY DUKE ENERGY. A _ - - ENTERL NE / / C3 i / \ r / / / / I FL OD o � � � � U TEMPORARY STREAM CROSSING SHALL F E t 0 20' STORM - I / / \ \ \ U�ry \ \\ J / DRAINAGE \ BE ALLOWED AT THE ORSON OAKS / � ^ 0 O O O O / / D F ° \ EASEMENT , PE: 700.00 PAD ELEVATION vi W W W W / CROSSING TO ALLOW FOR PLACEMENT \ // / 1 - - / / Cb \ `r�r H () U) () U) OF FILL ON THE WEST SIDE OF THE / / / _ C C93 / / h�j \ FFE=552.1\ ' / t O j j j j 'S41- - - STREAM. EMMETT DRIVE WILL BE USED ' \ / / C1 +A ' FGE=550.43 / FPE: 700.00 FLOOD PROTECTION J , M W LLI W LLI LLf AS A CONSTRUCTION EASEMENT, BUT \ / / / / / / S4� =- S! C65 - E=551.76 / W NO CHANGE IN GRADE IS ALLOWED AT / / / / / / \ C21 / / \ \ ELEVATION w / THE EMMETT DRIVE CROSSING. / \ / I\ / / _ - CZ C5 I \ \ / / \ \\ 107 \ \ \ / / COS Q U / CONTRACTOR TO PLACE THE / / / \\ 1 w / 0 - C6 / ^� \ FFE=551.8 \ / / 0.31± AC. \ 0 FLARED END LL cn z O O O o / NECESSARY SIGNAGE AND-FLA S TO 5. CREW I \ I o/ 0 / / \ FGE=550.15 . J - Q NDIST D / / ° / / �� \ 0 SECTION W/ RIP RAP �++ z Lu w 540 NOTIFY WORKERS OFitO OVE HEAD>\EN SPACE / I 1 / i PE-551.48 / l \ APRON Q Z POWER LINES. / I \ 4 0 \ C6 / / - / Z O \ \ \ \ ° \ / ° / o / ° / 00 \\ / 1oa \ / / �\ 13 OUTLET CONTROL o ,� O O - o I I / / �\ J ,FFE=551.3� / , \ \ / STRUCTURE - I o \ \ , DATE o FGE=549.69 \ / \\ O / / I o v o II 0 � � � ' � � � � / \ E=551.03 \ � h\P, � / ' � 0 b \ 12/19/2018 \ \ FGE=553.63 \ _ U C9 I h� \ FFE=550.9\ P� �� PE=553.30 \ \ \ j DRAWN BY o of / / \ FGE=549.32 Q Qi O O / \\ 95 / o ro h / / s I I E=550.66 / V pGOx° `' - \ / , F A. DALE O 0 ° 0 0 /o h� / ' So 110 \ FFE-553.1� / \ FGE=553.19 / �53$- o J / o° / , �70 \ \ \ FGE=548.92 \ �/ �9 / • O DESIGNED BY --/ / �\ /��/ »>/0 \/�-- 00000000°°- / sG�0/ \\\ 96 \ / ? J.HORTON I\ I \ ° / _ / \ / / R 0 0 0 I / / B59 \ E=550.26 • O i ob o o ° / _ \ ° ° m I \ C19 / \ / / CHECKED BY \ \ -537� - \ \ o o FGE=552.76 \ ' \ • _ v ' - v , �' / / A \ �\ \ C 5 / \ E=552.43' \ ,{ / / O 0 C. TODD _ A / C17 97 \ \ Lu > 0 BUILDING / • • W SCALE , 0 B51 \ �� - C 3 - �cb /� FFE=552.3 \ PAD, TYP. °0 0 ° ° ° �• / _ y C' / \ / \ h`1' / v AS SHOWN \1 •\ \ o FGE=552.33 \ h • Q `o _ 0 / �� v x�a �\ C12 - C ,�\ E=551.99'$ \ / �� h� W O • z \ / \ o /0 �Q�� es/�/ FE=551.8 \ /O/ / > o l0 /, ��O/^Oxo O° \ h �� ` /- / FGE=551.80 \ / /' / / � \ B55 E=551.4, / Sir O 99 \ / / ' o / / B49\, B17 / 0 0 , / \ 1\ \ \ EXI$TI / / / / f I 1 oar/ / / B53-__ - - / ` FEE5511316 \ LA s / ° / / U C79 100 J/ a °`' / ° ° I ° \ Ssr GE=550.49 ,s I ° ha COS y=550.74' -0- 4� 87 B / FFE=550.5 101 \ / 'TO // tn 5 I r \ GE=549.9 D INAGE i I � B8 FE=549.94 p SEMEN I \ t32 / / \ / FFE=5. I FFE=549.4 I I GE=549.36 \ 0 102 \ \ / / \ �,C I > ON - I I GE=548.8 E=549.61' / / / o tn 0/ / PE=549.0T / / _ _ - / ° \ \ \\ I PE=549.32' I 104 I 103 \ �� 115 I \ 1 co 3 o/ 20' STORM B3 e A / / / I %' ul 0 1 DRAINAGE \ `\ \ \ / / 105 I /\1 / I (V o 0 1 (EASEMENT B5 _ / �4�/ I y �� /� A / / 1 I 1 0 T 0 11 00 \\ 1 \ B - _ I - - / / , 1 \ I I 1 \ 5 �� / /� /- - - - 13 o cS _XIS G 60' CHARLOTTE o ° ° 1 I \- �� gg - - _ 11 WATER FORCE MAIN a m \ o / 547 /�// 1 U \ \ 1 0 / ITARY SEWER EASEMENT w a \ 1 20' STORM _ / / \ _ ( D p \\ 1 0 o ° /o DRAINAGE I\-/\- I \ \ U c v a EASEMENT ^^ �548 - I � / \ \\ J Q z o \ .n \ I F ' 1 ° CL ° , 5�5 / �- - -� - - - - Cos \ i--i � Q D O --/_ MB. 47, PG. 6¢7 \ J � � 0 `n _ \ I I r / Goo �-f F7Gj \ _ --- --- / _ -- I \ \ > 2O - - _ -- I -- --F �.- - v =� - -13 - F7 �� 00 0 0 0 0 0 0 O o FMB--- � o to p 0 0 0 0 > / 5 - FM -� ` 12�/ \ / / o% O O OT 37 I LOT 38 ° / 0 0 \ / PROPERTY / \ \ cow z z .3 I J o ,- 0 0/0 LOT39 LOT40 1---tiNE- \ i \ O 2 o I / --� A I I /cO 9 ° o o ° / \ LOT41 LOT42 ' ' / \ 2 a o _ 1 _ - - - \ 1 ® ° ° 0 \o f I LOT43 I LOT45 / \ �' U --__ -- -� �� \ 1 I 0� ° ° °0 / 0b0 I --� -LdT44 �/ LOT46 I 3± AC. REPLANTING FOR BUFFER \ \ ` �\ ' ® o 0 0 ° /0 0 00 \ ° w rn MITIGATION. SEE SHEET L-200 FOR �/ ° ° 0 0 00 °0 °° GD ✓ I I� \ l 0 0 BUFFER IMPLEMENTATION NOTES. 1 � 1 I � , o ._ SCALE 1"=40' a Cb NOR Ws \ ° �0 1�' �I\ I I I 11 _ \\ I 0 40' 80' X o \� \ \ / \\ _ I _ - o \ \ \ \ f I / 0 0 ,� _ - - - - - MB. 47, PG. 607 E \ / PROPERTY \ I I \ \ ° 0 \P/D # 20502117 LINE I �� o \ / \ m o O ✓OHIV S.MI�LER, ✓4 & / I , I I f - \ I - 1 I ° -' REBECCA.B. MILL/ER o m r - - �B 6/19-P6. 435_(TRACT 3) / / I l ~ - - - - - - _ - / \ + E c u - �� / / / I I W / 00 -' c�ico 0 1 _ ui 0 - - = - - - TA - - - - - - \ - l / J / / l I 1 PO 0 O ° 0 ° O O O _ _ \ I \ _ - - -11. CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTING c75- - - 1 _ - _` - l ` l I I - O O O O O O O a \° O _ y 1 - - - - _ - L APPROPRIATE PARTIES AND ASSURING THAT EXISTING UTILITIES m a O 00° l I _ - - _ ARE LOCATED PRIOR TO CONSTRUCTION. .o tn --(h�`p�� O O _ - / I T 2. CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADES USING ��B N�' � O - - - - _ I �F GD O / y FLAG MEN, ETC. AS NECESSARY TO INSURE SAFETY TO THE i� - \ \ _ - _ _ _ / ► _ - °-� o �° ° - / U W PUBLIC. 41946 _ - - ° p °� O - - - - _ - - - - - - - - _ - - - - -� 3. ALL PAVEMENT CUTS, CONCRETE OR ASPHALT, ARE TO BE Q 00 / - - / W REPLACED ACCORDING TO STANDARDS OF THE NORTH CAROLINA ° ° o O ° - _ _ _ - DEPARTMENT OF TRANSPORTATION AND TOWN OF PINEVILLE SHEET NO. Q o O o 1 O ° / - - - - - Q = UTILITIES SPECIFICATIONS. 0 C-408 .LD O I O ° - - 4. SHORING WILL BE ACCORDING TO OSHA TRENCHING STANDARDS N / I - 1 / o ° / - - - PART 1926 SUBPART R, OR AS AMENDED. L w MATCHLINE SHEET C410Pogo Emm 27 \\ r- / y\ C Amo ss ti-y \ _ • 560 � �i•'•, GIN11111"E �0��• T ►►u n n 1►1 02/03/20 \ \ i I I ,,'-------_ \�, LEGEND o f 700 MINOR CONTOURS o N \ 1 N/F I \ \ \ I I I I U c \ N/F \ I \\ N/F I �� - - _ /�\ 700 MAJOR CONTOURS z E / \ \ HA B 18 F GRIFFITHS \ DELINGER INVESTMENTS, LLC \ I I E 6 I \ I 11 \ 10306 /NDUSTAIIAT , LLC- - _ r \ w E DB 18467 PG. 513 \ \ DB. 227$0 PG. 36 _ 562 _ - � / � PlD # 20508111 DB 27889 P(�. 4/2r� - - - - � _ - - \ PID#2 08110 I\ I I _I I \ _� , - / - ® PROP INLET = ° \ MB. 42 Off. \\ \ \ - \ \ F- E 11 / I \ PID # 203GI8 Uvf - , \ 1 I I / J f Q Lu U -y63 \\ v\ \ \ I \ \I I I rl I I I // \ Ilrl II III/ Q SLAB TOP INLET Lu oc� -�o --- ' I 1 r I I I l J ❑ - CURB INLET t Lu 0lr z v,cnv,fn HAP,CL-0FGRI ITHS, TRUSTEE \ \ 1 \ \ I 1 ` I / \ I f' - 1 // r f/ - 1 \ [ i 1 1 a W W W W / a In ZZZZ I I , _ I I - \ \\ / Om DOUBLE CURB INLET cn �, - OF THE HARO F. GRIFFITHS _ - ' \ / < \ \ \ \ 1 I I - \ 1 \ - \ \ / / I \ _ / J O o REVOCA LE TRUST _ _ 564 - - - \ \ \ f ` \ _ I I I I\ , I I / / _ - - - 1 / - - \ \ \ �\ / / / / / I \ a ^ U MB 5 PG _ \\ \ I 1 1\ X ° O O a O DB 2PG,788 STORM PIPE U U U U .68 0 n LIJ �\ / STORM MANHOLE Lr) IB CD z z z z p N , ►I _ s O O O Z v �; I IIJ I l / ` \ \ 1 1 1 1 1 ' s �700 SPOT ELEVATION g � U U U p ww,n ss � I 1 I \ / t Lu p p p Z �� ` \ IIII \ 11 I I I 1 \ �o Ss3 ��'\ \ �f r �\\ - - ' ^56 J ` _� I\I ai i I o olch \ \ I I II I II�/ I III I , ( 4-1 FFE: 700.00 FINISHED FLOOR Lu n Q Q Q W -564 ' - - _ \ \\ \ \ \\ \\ (\ • \\ - - - , _ - - I 1 I w I IIII 1 / I ELEVATION Lu z z z W /- �- �\ ( �\ - \11 I) I HQI I I III II// / - Z W ��-__ �i �� \\\\�\�\\�\\\\ �� _570� \\\\,II�O \ \\ \\ I gZo�CO /' ' / / IIIIIIII ///�///l j S-/ \ OOO� FGE: 700.00 FINISHED GARAGE - - - _ \� \\\ I/h > I wI� I ' / 1 III /� / / r \ _ _575 �� \ \ ►IIIIIII� / \ I w ❑1 / I 1 III / / ri / / 8p �� \� \ll /II H. -' -w'IU) ELEVATION J W W W W \�\\ f I ;s82��\\\\� \I(Irll)I I I I �1 1 1 1 \�\ \ //r'% ' I I O J a a a a III I� / I �,�� 1 1err// I I \ PE: 700.00 PAD ELEVATION 0 0 0 0 Lc�� 1 I \ \\ - �/ I (/j fn (n f) \\\\\\\ \\ \\ \I \\ 11 l l l l l o l 'I IIII I / �o I 1 1 \ 1 =Jri I I U O ti ti ti ti Z I ' , , , ' ' , , _ - ' - \ \ \ \ \ I I I \ _ - I I FPE: 700.00 FLOOD PROTECTION W W W W \\\\\ \\\\ \\� \ �\ ICI 1\III I // // PROPERTY I 1 I 11 1 1 1 - r I M Lu M h 1 LINE / R/W / `� \ \ 1 I ' I �' ELEVATION _j Lu \��. �IIIIIIItIIIIf/II� 1 // I // I/ Lu Ln I / \ 1 11 I \ /' I I W gLu00 I III II I / / I 1 I I rn rn rn N I I IIII/ I 1 1 \ r I Q U) U - - - III III I / /I / / I I - _ _ _ � ' I W FLARED END � cn z Q 0 -__---' Lu L \\\`\�\\\\\�\\�`��' \�I�IIIIIIIIIII I /' /// I J� / / 1 \ 111 I I 11 // I = 0 SECTION RAP -AzLu APRON J Q O N M O ��' \ 'l; //%rl,Ir' I I / ' I J / / L� ' 1 I ' 1 I - I I , 'Z'' Lu ° o N -�- \ / \\-,�-,\ \��\\�\\� t;/J�III'II'� I - / / ► / E 4 I 1 1 --___- �Mz oo�-lo 1 I OUTLET CONTROL STRUCTURE a _ - z O 60- --•_ \ i ' / / ' ' \ / \ \, ,-I I r / /l I E 5 ��1 I 11 I 11 11 / / / DATE - -� / \,-\\\� y //--/ / --_ / / / I I I I 1 = U - \ 8 '� DRAWN BY A. DALE DESIGNED BY / - - - 556 p 616 CHECKED BY <jo� 3 ,y�` \ I I I I 1 l ' / \ _ _ - _ _ / • = -555 C. TODD r/ _ / \ / !// • • w SCALE 100' BUFFER IN,/ I / r I I \ / \ / 1 NO DEVELOPMIFNT TO OCCUR WITHIN THE DUKE ENERGY EASEMENT PR1QR TO COMPLETION OF \ _ \ \ \ EXISTING 60' CHARLOTTE WATER - _ - _ - _ - J - \ ' / / C6NTRACTOR TO I \ / I 1 THE-POtERELOCATION PROJECT BY DUKE ENERGY. A TEMPORARY STREAM CROSSING SHALL BE ` • Q AS SHOWN \ SANITARY SEWER EASEMENT _ - _ _ \ \ ' / I INSTALL OUTER PIPE IN I I \ ALLOWED AT THE ORSON OAKS CROSSING TO ALLOW FOR PLACEMENT OF\fILL ON THE WEST z PLANTING STRIP, TYP. I \ / SIDE OF THE STREAM. EMMETT DRIVE WILL BE USED AS A CONSTRUCTION EASEMENT, BUT NO � i / • CHANGE IN GRADE IS ALLOWED AT THE EMMETT DRIVE CROSSING. CONTRACTOR TO PLACE THE / f, / NECESSARY SIGNAGE AND FLAGS TO NOTIFY WORKERS OF LOW OVERHEAD POWER LINES. \ I �I' O > 119 \� E7 =555.51 \ / CONTRACTOR TO I 1 \ \ / I \ `ss� / ' I PROVIDE SEALED 8 I \ \ \ HUB \ O- =554.93 J23 \ ' , / ENGINEERED DRAWINGS \ 1 / O \ 555.18' / \ E 2 118 \S2 2� \ 100' BUFFER I / FOR STRUCTURES WITH I E 3 I /' (' / E=5! 4.80 \ J21 \ Y DUAL PIPES, TYP. I �, OHL) \ i \ do =55 ,4 \ \ \ ' /'I I I W i PROPOSED GRADE \ i \ \ \ \ AT POWER LINE 00 CROSSING:548.95± I K55 FE=554.45 \ \ / I E5 \\ OH 7 PROPERTY LINE FGE=553.28 / �\ PROPOSED 22' IRE/ I U/ i PE=554.1 / 116 / \Qp\ \ ACCESS EA E MENT INPOLE LIMITS I S J19 \ \ OF GRADING EXISTING POWER � \ \ \ -179 / FE=553.72 / 22 \ / ` RESTRICTION (25') I I LINE TO BE / OHS /FGE=552.55 / J //�� \ \ I RAISED \ \ \ PE=553.3 n \ STORM DRAINAGE \ / \ EXISTING 68' DUKE LIJ POWER R/W I \ \ \ N FE=553.25 \` ✓ \ EASEMENT \ / 549 `\ PROP/SED - SS `SA FGE=5 ' J 17 LOCATION OF K 3 PE=552.9 ... / / 78 _ 547 NEW POLE ' I 1 \ 1 / wool \ $S2 /FGE=551.54 h� / / \ /� / \ \ , 1 I I \ / PE=552.37' V \ \ \ \ I ± I\/ / 1 / / / \ �o� \ \ \ \ I \ i Il I / Q FE=552.05 / FGE=550.88 J 54.45 K51 PE=551.7 / 112 549/ SIRE ACCESS ROAD \ \ \ \ I / I `I� / °h� / 1 Lu o Q 553.2 / \ / , STORM DRAINAGE 4$ / \ \ \ \ \ \ / 100' BUFFER / AMENITY / / 551 (� n �' J 54. FE=551.29 _ / �+ / / /' ss� J15 / / EASEMENT 5 \ \ _ 100'BUFFER / � � r- \ , PROPERTY LINE / Z U a /FGE=550.12 O / \ \ p1 \d 1 / / / I_I_I FGE=553.19 , 111 _ m PE=553.4 / FE=550.76 / 32 J33 \ ' \ __ �� \ / / / 248 K49 \`/ FGE=549.60 \ \ ' \ \ BUFFER 547 \ \\ r' I 9 /,� J O Z z S S,� SO PE=550.4 V-� ` \ >� 5 �• 550 ;90�/I P/ / \ - \ \ PROPOSED GRADE AT POWER \ _ �cS> / / / ' .trj�M Z LL i b / 47 O S� _ LINE CROSSING: 548.50± \ I �`� / J %� J_ T\O<<FC� J13 0 / \ \ EXISTING POWER \ % f _ / 2 S/'� v • > STORM \ `� / /rJ47 O z LINE TO BE RAISED w V DRAINAGE \ / i < \ 7 / \ EASEMENT / � \ EXISTING 81' DUKE � � 545 i � POWER RA* O h FE=554.81 _ \ 5 et _ / \ \ S ACCESS EASE ENT �. c�6 � p � FGE=554.81 , / COMMUNITY \ % ,,,DB #32957 P _ - - _5 4 - \� (1) 42" K45 PE=554.4 FLOOD FRINGE �\ / h� �` � /~�. \` � CIRCULAR RC , COS �/ \ 60 \ FE=554 8� / J11 ` - \ FEMA FLOOD \ / / \/FGE=554.81 \ . ' ROE \ /o o/ \ / (2) 24 \ , \ FFE=55f O PE=554.4 / \ \� / O \ / \ CIRCULAR RCP ` , \ 0 0 1 0 FGE=55. z /246 / _ \ BUILDING J9 v / / \ / 0 � /r ' o / / /�/ ,� TEMPORARY TIMBER OR STEEL \ �' \ f I E=555. p� \ - \ d / PROP ED / S \ IDGE TO BE USED PRIOR TO �� \ \ \ 2 TY� o r / / \ HEAD ALL �� O E ISSUED BY USACE. FC--554.64 11 / 547 \ 0 0 o 0 o a\ o 0 0 o ego 0 0 00 0 0 0 0_ �o -O o0 0 ° o j O'� / O ^ \ o 0 0 0 0 0 ° ° , \ / o \ / , E=554.30' \ J /o G3 - PROPOSED CONCRETE 62 SCALE 1"=40 / K13 / � o ( FLUME, SEE D�l"A1t O h ` 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Vo 0 0 0 o I CREEK \ , U / FFE=554.2 / \ / n 0 / 0 0 0 0 0 0 0 / //o -"o CENTERLINE \ \ > SHEET C-7?C1, TYP. \ FGE=553.70 'NOR K9 S46 / ° / / I APPROXIMATE \ \ ' / �4� K STORM DRAINAGE v \ / / / /'�j'0 0 %\� TOP OF BANK \ ' �' /' o� E=553.95'I / Q 40 80' \l / t FFI =5 86 \ ` EASEMENT I `0 / / \ \ 0\� _ _ _ _ _ \ / 0 > FGL=553. \ _ / ' ' \ / / (\ ° \0 ° �\ ` �rh / \ \ \ / / FFE=553.\` \ PE=554.53' r / / �� / / - o o \ \ \ /h0 D15 ` o / / \\ FGE=553.13 K17 \ 25'PO E FFSET / o /\ 245 I / - \ / / / //� , o o / 7' CLEAR ZONE SEE / J7 -(� � / o \ DETAIL SHEET C-701 , 0 ` /1 _ - - / /ji' r' 00 0 ° - FE=555.25 / 0 88.15'± - J- _ i / , 0 / . / - \ \ \ \ - �_ / O - , \ 64 \ 1 CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTING - FGE=554.08 , 0 ° . / r o / / \ \ / Q 549 ` / J \ / . - =554.91' \ ,� o / ' /' ° / ��!• 551 / \ FFE=553.19 D27 / J APPROPRIATE PARTIES AND ASSURING THAT EXISTING UTILITIES � p- \ �� ARE LOCATED PRIOR TO CONSTRUCTION. \ 244 \ \ / / / , 0 0 \ / \ / j/ , \ ° ' / \ \ ® - - E=552.86' V ' 2. CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADES USING JOB NO. L / ' ° ° / / ' ' ' ° MATC JNE-SHEET C4 0 / / FLAG MEN, ETC. AS NECESSARY TO INSURE SAFETY TO THE 9 54.89 \ / ( O ° _ . \ \ PROPOSED GRADE AT , \ \ / / , PUBLIC. 41946 O J / / POWER L CROSSI'NG: 0 ) / \�2, D47 / / \ / 13 ALL PAVEMENT CUTS, CONCRETE OR ASPHALT, ARE TO BE 53.72 \ \ / / O / \ \ \j ' 45 2± ° 0 - - / / 'L/�C� \ \ \ v / / REPLACED ACCORDING TO STANDARDS OF THE NORTH CAROLINA 4.55' N / O // ` / J / �\ i \T , DEPARTMENT OF TRANSPORTATION AND TOWN OF PINEVILLE SHEET NO. 243 / ^ 0 0 / J5 �)48"RCP 0 0 0 0/6 \ STOR \ \ �6 5,�0 FFE=552.86 UTILITIES SPECIFICATIONS. n \ .\ h� / 0 /� 2 36" RoCIB 0° / /5cj0 i / DRAIINA 6 \c` / FGE=551.70 C-409 / O O / ( ) � 4 SHORING WILL BE ACCORDING TO OSHA TRENCHING STANDARDS / / S ME E=552.53' PART 1926 SUBPART P, OR AS AMENDED. 0 c tn 2 U c 0 0 w m 0 0 a a T c m 0 a m 0 0 tn m tn c m v- co a `o m 0 3 c -CL �o CL d z 0o - 02 c > m `o a� c m m w d oZ) c � 3 ZN o 0) � a g x ° o w v- 0 m ° '= a3 Y � o U U E m c w 0 c a 0 E a U � a � m � �U O � / o N U E c rn � c o C 'o) m a ° N d H E L L U tn a rn N C a w a 3 0 0 C v U v rn U 0 in V T w 2 U) 'a cu cu U V C co L Pin c_�. Plan Sheet Is Part Of The Overall Approval As Of The Following Date 11/19/2019 I-' \> ' -/ / - / ----- ,' I I II IrJI\ \ r I // I Ji- _ _ - - - - W W— / W V✓ W� �W— — — W� — W W W i / ' _ J INDUSTRIAL DRIVE ss _ i (60'R/WMB. 14PG. 14'3r- \ \ ----- \ sa- \ - ____ E21 - 564 E19 ■ II \\ I I I/ // a r,__----- �--1 \ \ �_'\�-1 `\ ! Ln \ \ L / Ln I \ II N, �\=- _-_564_-------- ICO I \ I STORM _ -\_- I - l 11 DRAINAGE EASEMENT Lu ui 15 Ss4\_- / / , \ I/II E 7 I I I , \ \ U I PrROP�RTY 555 ` / / / / _ _ _ I I I LINE/ RNV G _ _ _ \NIF U lc�i 1 \ - I HAROLD F GRIFFITHS \ N/F 1 Of O M " / N/F \ / I ^ DB 18467PG. 513 I DELINGER I VESTMENTS, LLC � � DB. 2�780 PG. 36 / \ I I EXISTING U � � O � -1 1 1 \ \ 10 06/NDUSTRIAL, LLC^ - i - - \ 556' 1 / - - _ 1 „ - - PlD # 20508111 I — I PID # 0508110 FENCE � _ w o , \ \ \ \ Ni1�42 PG. 3416 / _ _ - _ \ CD I \\ \ ' SS�--- - --�---1 // - I I \ / I LU < /' \ \ PID#20508107 / 11558--__- ----'- - �- 1 \ J I r cn .�i�LUU I \\ \\ _�' I - - - - / 1 / / \ - I _ 13 1 , \ EXISTING 81' DUKE- J POWER R/W 56 \ J \ I I / W \ � / I '�� I MATCHLINE—SHEET C409 o IN,\\\ , _ \ \ j °o �N CARp��'�. I S = 3 03 /4-- --- -� ��ST tiC �� — 0 HE?,\� 11/2019 LEGEND oE 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 " 0H—io ❑O CURB INLET a O N Ln o z cn w O YJ M Om DOUBLE CURB INLET O cn o z z z a v STORM PIPE Q = w OO 0O 0O 0 U - QQ STORM MANHOLE U) cc CD z Z z-- Z o a) o00 ><--700 SPOT ELEVATION o CD U u U w DOD FFE: 700.00 FINISHED FLOOR ,0, � 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 O 0 FPE: 700.00 FLOOD PROTECTION J M W W W ELEVATION _j , ; -4 ' w 00 rr 0) 0) rn FLARED END LL U) z .. . 0 SECTION W/ RIP RAP J z LL APRON C7 - Q o N M ' 13 OUTLET CONTROL o v a o o STRUCTURE O� DATE 1211912018 U DRAWN BY s 2 SCALE 1 "=40' NOR 0 40' 80' f i f A. DALE °C DESIGNED BY • O • = J. HORTON • O CHECKED BY • o C. TODD • • w 'L SCALE u Q AS SHOWN • z O • > O 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 FFEf=559.74 �- ►� , \ / 1 / i \\ /�/ / ` j OFF g IV - - - - - - - - ' I Q' - FGE=559.15 209 PE=559.40' FFE=559.02 M33 / FFE=55�.0 0' 132 P37 �r ' / `�� CA FGE--55,9.02/ ` - _ FGE=558.48 V E=560.02 / \ / "/" \� - O�\. R�� PE=558.68' \ 274 PE=558.73' , \ \FGE=560.02 / / 1 / J� - - \ `��cy ••ESS/Of,•••,• �iG'�. E=559. � ° \ � � •Q r• 55a � \ ■ - _ - AFL - - - FGE=558.43- - - � 21 Qom. PE=558.68' � 283 FE=558.50 y 131 f °•' _ °J25 ' c5`� \ \ F of=558_58 - M31 \ ` i - F Q - / FCC=557-92 FE=560.11 P21 1 - m - -/ / _ � FGE-560.11 / \ \ E=558.25' PE=55�.1 T \ - 1 -1�25- 124 � /123 _ - / \ , / ,i 273 �,\ E=559.7T �' _126 u7 a '''�''/�.��PHER.J ��0,`• \ �b` c5` ►n/ FE=557.9 FFE=557.5 FE=557.09 I / a ��U�ii�nU�%%* 1 1' / 0203/20 FGE=57.65 ' \ / cS`� \ ° ■ 2Z FE=558.44 GE=557.9 FGE=557.5 GE=557.0 I FE=556.65 211 PE=558�k ' / 284 \ SS FE=557.9 '� 1�' \ \oo E=558.44 E=557.66' I PE=557. RE--556.76' GE=956:6 E=556.28 \ �\ FFE=558. I I I I PE-556.f32 \ �s ✓ g / 128 E=558.11' \FFE=557.84 / FGE=557.37 \ � 1 I I � �- I GE=555.7 / M79 F E 557 .1 % \ 272PE=557.62' Q FFE=559.3 FGE=558.8 1 PE=555.9 FE=55`3.66 119 `� / M / \ \ / A v \ \ \ PE=558.56' - I I GE 555.0 / / LEGEND o E / - 5 M� ' \ i / 129 \ 3E=559.3 \ 556 / / / ry 0 _ FFE=558.0 / \8 5� / � / Q l FORM \ - E-559.01' \ \ I / K59 / / PE 555.3 / 700 MINOR CONTOURS co I FGE=55lZ.86 \ _ / S�� \ cs6,, P29 P25 P23 I DRAINA FFE-559. \ / 212 PE=557.70' \ �� \ 285 v \ \ \° M' I ASEMEN FGE=559.5 / / - /' $$$ 5=554.93/ r 118 / 700 MAJOR CONTOURS z o I PE=555.18' E U/ \ �\ / ) ?� - ` F5�31� FE=557.59 \< a I 130 \ E=559.21' J _� K57 F5 .80 w E FGE=557.00 . \ I \ - = o \O PE=557.25' \ FFE=559.5 - - - - - - / _ O S PE=556.97' / \ \ ■ FGE=5 .2 ® PROP INLET L 1 1 - PE=55 .4 271 / / P31 GE=559.55 / _ _ K5$ Q W U M FGE=556. 9 / E=559.21' / - _ / / / \ / _�- p 11 SLAB TOP INLET o RE=556.92' / / 286 \ \ / ` \ Q s ° / K41 / Y _' K55 - - / _ LL o 0 213 / / \\` FE=556.88 \ \ �\ J \ d`sS• FE=558.14 OC'�'S�� / \ ° ° / /, K39 - / _ / FGE=553 O IIII /•\ / -° FE-554. � CURB INLET � O N '� z \FGE=556.88 FGE=557.56 ��'Lp l F PE-554.A PE=557.8 P33 \ S F r ■ ' (3t- -) a W W W W _ _ \ o.Q / y r\� O� \ / \ kSs Om DOUBLE CURB INLET O cn CD , CD FFE=556.9� \ ■ R1 \ / \ \ / 270 / "�2 ti\ OP S�PEG $ /' \ / / yy5 _� \ / \ z v U z FGE=555.81 \ M2 / 9� ` ■ \� GkO� 1 / h - a� X O O O O c3` OFF 556.64' - �` �co0 \\P0 21 ' , / STORM PIPE Q U - Q U U U a / y \-- \ FG�57.86 I / O \ _0 W ss / \ \. PE=558.�1' / \. OX l60 \ STORM " SS �� L / �\� ,�- O STORM MANHOLE aM CD � �O O z z z 4 F --557.05� , \ \' 'l 269 / / / \ e \ / a" LRAINAGE I \ / / S� / L O O O Z / E=556.33 \ FGE=557.05 / \\� / �� ` E SEMENT I \� \ / \ �700 SPOT ELEVATION 0 o '-' U U U / FGE=555.17 \ �c / � � I O \ _ PE=556.00 �, _ \ E=556. / \ FGE=558.08 ` \ �56 / �� \ COS / / / / / Lu O O O Z 545IZK � ° ° ° o ° o \ - 215 - / / \ �� \ c� \ \ p =55g g \ ,�\ / / K37 0.21±AC. / FFE: 700.00 FINISHED FLOOR w o Q Q Q // °268E Cos ( / / \ \` ELEVATION o w Z Z Z Z 0 ° ° ° ° ° o c3`> \' =556.4 �/ E=557 42 \' \ / / .�5 x / 0.19± AC. I / \ \ / FE=555.2 Q � - 6 0 - \ 0 � °° \ \ \ F E-556.25 / O O O \ - FI 556 085 4� COS `�` O BUILD PJ/G ( / / � OC � OC \� \ ' �\ - E557.09' / h� I �� \ \ \ / PE=554. `� FGE: 700.00 FINISHED GARAGE \ o o s I \ I \ \ \ \ / cS / 250 / K5 ELEVATION U W W W W / \ g c5s 0 \06± AC. I p . �O - . I / PAD/ P. 257 / SS \` ,/ FE=554 f15 J a a a a 216 \ ^ 289 \ \ / FGE=5 2 PE: 700.00 PAD ELEVATION vi W W W W = \ /< E=557.94 / \ 2 , \ 1 \ 5 \ I ( FE=557.45 �� / / / PE=554. / H � U) � S¢2 \ \ E-556.8 . / FGE=557.45 h \ \ ti ti ti ti FG\E=556.80 \ \ / . ,/ , ° � / 249 / / I O , ] , =555.68 \\ �\ E�557.63' ro. ' / \ I� I PE= .1 256 // ,5- FE 53.77 FPE: 700.00 FLOOD PROTECTION W W W W I° ELEVATION Lu 00 E=556.67 / c�T Q6 ti P=553.4 � N - �- \ 0 / ■ . \ E=558.44 . , 67 \ I GE=556.67 `�' �i F O 0) O O E=557 S :�Q O O O O \ \ STO FGE=557.74 / ■ °° / � 24g Q � U 5562 . \ PE=558.11' \ / / 267 / I / FLARED END U. z \ \ \ \ � DRAIN \PE=558.5 K 5 PE=556.33' 255 A �, 23 / / I \ <<c / �� / 0 SECTION W/ RIP RAP Lu z LL Lu N N N N �_ \ I SEMT �/ / ° \, E=555.96 / \` h ' Q � O O ti M °PE=§566.95' ` I / ) / / / N FGE=555.38 \ APRON C7 Q rn° 47 Z O N M O \ cS \ I APE= / I / > / \ �C , FGE=557\OS 218) � 1 E 558.47 / . � PE=555.6 / ° / � \ ' � � � z O �j/ ` - 254 / 557.30 / / / / I \ ® �, OUTLET CONTROL G \ 1 ,. I / ° STRUCTURE w DATE PE=558.14'/ r ■ , \ / FE=557.8 \ - / E=555.27 / q \\ \ \ \ FGE=556. / 1 \ ti, M5 FGE=556.21 I Cq� �ti FGE=55 69 r - ' K3b �- \ • / O oPE=557. ` / \ O 4• /LL ��9 E=54 / / / /' 0. 7-/AC. / =557.5 `/ cc �F\ PE=554.9 ' I / SQ / �� , 1211912018 o� I I Q /l O // `\\� DRAWN BY y FE=557.05 .�/FE=55,8.16 ��\� FGE=553 / / / FGE=55.99 / K \ FGE=5,66.99 / / - \ \ PE=554.12 252 / , PE=5/57.8 I / / . /\ 264 / I\ / N \ A. DALE 220 I \ / I / I ^� / M a0 / FGE=455.37 �2 SS3 / / FGE=553.85 DESIGNED BY \ I \ FE=55 .28 / ° 6' / / PE=5 6.2 Q / • O \X 5 I / FGE= 57.11 / ` / // I . \ \ \ \ 263 r PE=553.5 K3 / \ -� / \ / / / - ♦ / 251 = J. HORTON PE�557.9 292 1 / \ 1 I \: / \� _ / / / 11 • 0 CHECKED BY M �31 / �\� \ I 5 c� / I / // FE=558.04/ / L � .� ° \ o� \ I P6E=556.00 / ° 1 �� / FGE=554.07 / • m g6 \ \ 1 I �� . h ` i V / i PE-555.6 / ■ K23 PE=553.7 ' / _ FGE=558.9 / / 26� / / ! K15 • FGE= 7.11 / h ` / PE=557/7 \ o C. TODD F�=555. \ / _ / SS / / K13 \ > PEJ57.9 / / M6 //FGE 555.89 21 • > 222 / , I 15 / �/ STORM ° �, \ PF�555.5 / \/ ° \ ® ' c° / SCALE 1 I \PROP�'SED ,� \ � 1 / 1 • / / / , E 57.75 �L / / �b � K9 = \I\\\ \/ '� M13� \h / GE 57.17 AINAGE %s nb1 r ,� 1j 19 T E LINE / / FFE=55,8.02 / h h / \ / I / EA ENT M61 - / 2� h� \ • a AS SHOWN 1 I �\� FGE=856.8 � PE=�57.42' 294 / \ \ / / FE=556.0 - / /� z .28±AC. IP4PERVTOIJS AIjEA ° �� PE�557 9� p \ / /` G'` / / FGE=555.4 \ S FFI =5 86 _ J� • U 1\ WIT FLOODPLAIN. MITI A N / o o S \ \� / \'Li / FGL=553. 556.88 / r / ( PE=5 5 7 • 1 I� `T ` / I �223 ,� 4 / / \ 0. \ �iB.q K17 \ PE=554.53' > P OVIDE 2.03+ A FSRE O CP ` / ° / /� � \ � � - I \� / GE�556.30 ��'L\O / / 260 / / SAME 0.531: A `OF / / 1 Y / I P PE=556.5 / J 14� / �' / r \ ' \ / 245 • / \/ REPI` NTING FOR UFFER S I / / �/ III / �. 295 / o ° ° \ eA / I FE=555.46 ` MITIGATI N. S E ET L- R / // / ^� h� FGE=554.87 O I/ ,S6\ FE-556.62 , / FER IM \ ENTA OTES. \ / \ / I 5y5^ /� \ \ / / / \ FGE=555.4 / 259 \\ \ \ I ��/ / I SS 1 / 6 • ° ° / .: / F�E=554.08 \ \ 20 RM \DRAWA o EASEA�ENT o ° D INAREI / I \ � G PL-557. O /\. S / _ I ° \ ( \� �� `\\ o 17z \\ I\ \ \ I �/ / I 9 S PE-55�� 59/ �7 // ° / /°°I / / - \ \ I \ 0' EASEMENT r 2211 \ / 2 > `\ \ , ■ . FE=554.89 CL o \ V\ 1 \ o l0 \ \Q \ 1 \ ° IO \ 1 / I \� C FEE=555.49 / ` ■ / FG555.68 / h / 1 \ °O 0 \\\I o \o \ \ ! M5 1 \ ` I 1 1 225 e 6.3 / / c3`Q „\ 73 / PE�555.`� 2p8 \ \\ \ ° � \ \ \ I � \ I 1 ° \\ 1 �° / FE=556. 9� \� 0 11 �\\\� \ I \ \_ "� \ / � \ o I \ FGE=555 13 6O / FGE=5 5 8 \ \ \ °0 \\ \ \ 0 M \ 552 \` \ / s / \ PE=555.9 / PE55. 299J / \ \23 /I/ / /�` \ 242 /\\ 4��° %✓ �4�^ \ ob� \ \ \\ 00 / Ln \ '�l a/4/ \ \ h \ E-5 3.83' \ / o \ \ L19 \ K3 o � o \ \ \ � � S \ �� 1 \ �O\ ° \ \ \ 7 \ �� \a / _ FGE=554.39 _ `ss o 10 \ 0.6r± TREES VE \ PE=555�L _ \ / , / F,FE=553.7\ ^ / / \ 0 \ �\q6 / ° / \ \ / \ \ \ s \ / / \. v� 0 b \ \ \ \ o\ / \ / \ s� \ ` \ 228 \ \ \ / \ 553 ,/ �/� FGE=552.62 \ �� 0 °� \ \\� \ ` I \\ / ° / \ \� \ / `c' \ \ \. / FE= 55.18 \ IL29 O z 7 \ \ \b ° �� °0 'o /" �\ \ \ / � � sSo � � . - _ � /AGE=554.0 SS - / 240 15' TOR � z J L � I / I \ \ \ ° \ i- ° w o Q ° � l ° / / / 1 1 �\\\ o Q� 0 0 / \ Sj \ ` ° I O I �\ \ o d- O 0 `\ \ ` ■ \` / S ' AGE=552.3 \ \ \ °\� \ ° o �o o ?' CLEARZONE SEE \ / FGE=553 65 % S2 f / / z U a \ / DE�f Ib�HEE C-701 / - �� - ( \ PE=553.17 / i w O \ \ o s / \ \ \ . a 230 _ / L.3 \ 239 \�O o J � 0\� / ( ,� I \ \ - FGE=553.2 /� \ / / 1 O I 0 / / / ° \ `\ \ \\ \ / ` \ \ / , ' / / / \ FGE=552.2 \ Z I 0d l / / ° o ° yy3 . PE=554. _ � \ E=553.05' h� / ` O /�\ \ \ \ \ \ \ \�\' ° \ \ \ \ \ \ / ( 552 E=552.9 Z J o\� ' 1 ' / ° \\ \ J \ d \ \ i \ / \ / - / f / FGE=551.7 \ ° / / / U -j / \ \ ° 0 \ 55 - GE=553.23 \ _ / • / _ L.L / ° ° y \ \ \ \ 1 - S \_ g - - FF E=553. \ �\ E-552.62' / i o\ \� 1 `° \ \ \ \ S - - E=546.6 / / 0 W // n� 0 / 7 233' / FE 553.85 0 / w L� Z (D / � � \ � 51, nj r GE=55118 � / °o \\ 37.69± A RES \ sR� o ° < \ - \ - - - \ �( I \ / 4� FE=553.55 GE1552.1 /, o / \ \ 0 \ \ / - - - - - - PE=553.5 GE=552.38 L PE=5g16.6 \ a i / W UN TURBEa\ CO ITY ° 0/ / \ \ 550 ° OPENS E OD FRINGE 0 0 \ \ PE=553.21'CL I 0 0 \1 \ _ 542 \� o o �\ ( 0 54E\ OACHME'NTL NE \ ° ° \ \ \ \ L� \ \ 0 1 \� FEIVIA�FLOO� \\� °i ° O O \ 0 I \� �oy40_ _ \ FIR \ s�� / J S�� \ \ \ L5 o \ °° \ \\\ \ \` N FEOODWAY 00 \\�\�� \ \\ \\\\ \ 00� / \ \� 6 / \ S \ \ \� ° / - 5 / / / / Q \ \�� o � \ /\\\�� 4 SCALE 1 -40 vvv\ \ \ o \ °0\ \ \� '\\ \\ \ \ \ b I \ \ \ \ _ _ / / �I 1 / 547/ / _ / _ 545 0 ° ° 0 % _ 547 544 / 0 40' 80' i �� \ \ \537 ° L Y 0 0 o d °\\ / o o \ \ \ \ d 0 o 0-" U / / r ZZ �\1.28± AC. OF [NIPERV S AREA \ \\ \ G 60' CE\ \\ - - �\O� \ \\\ \ \ ti 1 /ioy o o / b 3. \ / / / / WITHIN �PSODP I MITIGATION / I \ , ITARY� i - °�\\\\ \ \ \�\� �0 \ \ / / O \\5 \/ / / _ - _ - �6VIDED B 2.0 ± AC. OF TRrE / \ i - \ / 1. CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTING J \ °�� \ O \ \ \ \ cs / ° 6 \ \ �\ SAVE AN U.53t AC. OF / i APPROPRIATE PARTIES AND ASSURING THAT EXISTING UTILITIES - J A'SE NT �� \ \ \ `\ I IO o Q 1 / \ / - -EXISTING 81' ° i ' ' / REPL ING FOR BUFFER - - - ARE LOCATED PRIOR TO CONSTRUCTION. \ ss �� \ \ 0 \\\\\ \ \ //�-j/ \ I / �0 9 \\! / / DUKE POWER R/W MI I ATION. SEE SHEF�L-200 FOR i / \ JOB NO. cs ° \ \ \ �h ° \ / OBUFFER IMPLEME TION NOTES. / 2 CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADES USING \ \ FLAG MEN, ETC. AS NECESSARY TO INSURE SAFETY TO THE O�\� Q \ \ \\\ ` \ \ \O O \ / J / // 5� O ° i \\ \ /\�� " 41946 PUBLIC. I \ \\ 1 I W O \ \� \ �\ \ \ O ° \/ I ^ p ` �3. ALL PAVEMENT CUTS, CONCRETE OR ASPHALT, ARE TO BE ��LLL \ / O O/ / / \ // / / / � REPLACED ACCORDING TO STANDARDS OF THE NORTH CAROLINA O �\ < O DEPARTMENT OF TRANSPORTATION AND TOWN OF PINEVILLE SHEET NO. °° O ° \ J�' / a O UTILITIES SPECIFICATIONS. °O O\/ / O O p\ \�`i/ / - / - 4. SHORING WILL BE ACCORDING TO OSHA TRENCHING STANDARDS C-41 1 / PART 1926 SUBPART P, OR AS AMENDED. 0 n. 50 o O z O 02 c � T `0 0 -0 c m m N n. o c C� 3 Z O O m 2 a g x 1-- 0 QY o •3 a •� wL U O 0.0 Y 2 2 '�5 coC Y U � o E c 0 f0 -0 m �0 m -0 •U � o N c w. O U -0 C to (0 � y O O U c0 Q O y N H L 38/.17 RES A \ S ° D/\ o o 1 II / -- - -- _ - \\ 32.73±ACRES D��,� , \ \ \ \ o o ° P l 1 I I \ _ r - - 1 / `,`��unni►iii��i / UNDISTURBED ��% I o p a\ p O /o / / J ��j5 _ _ / / _ - - / -1 1 `,�� `�\ C'4/•�OC''ii�� / OPEN SPACE / \ p O \ 0 ° i o / / ` / - - - _ _ ' �/ i �� ' ••••• SS / •• ��i 60 pop �° N 0°OOo�o �\ -5 0 p ° p 9 p / p p ° / - - 552 �j's, \ 1.28± �! F I PERVIOUS AREA p6 p / 0 Z / 0 o I NE WITHIN L PLAIN. MITIGATION 4- - i �/ 0 o / o �o \ p / h� �- - �� •••..,,,..••• �54 \ 545r / p /° 1� / o \ I , ` I ( h / '� OPHER PR VI ED BY 2. AND 0.5 ± TREE r / J / `� / 1\ \° o o p / / l I / 1 / �� \ \ '��11111tlrn►1�`02/03/20 SAVE AND 0.53± AC. OF / p REPLANTING FOR BUFFER P1 / °/ ^ p / p ° \ \ ° 0 0 0 0 MITIGATION. SEE SHEET L-200 FOR \ p 0 0.88±AC. I / / PROPOSED 20 ° / / � \ o ° / I/ BUFFER IMPLEMENTATION NOTES. / o TREE SAVE AREA I / / / \ / SA EASE ENTSEW 0 9 / /�P p / - \ 0 ° / / I / / / / LEGEND / / y�5 \ / EASEMENT p/0 / / p \ / \ ° 0 00 / / J / / / / o E / \ 15' STORM 0 / o° 0� ° u' \ / / I / / / _ _ _ _ / / 700 MINOR CONTOURS o u DRAINAGE O / p o Zy - '� \ - _ \ U / / / \ \ _ 54�/ N - - _ - - _ - - - / � 700 MAJOR CONTOURS z 0 0 \ EASEMENT o � o \ � g _ � / i / SEC%/ / 0 ' 0 \ \ ° / ° / °i\ \ \ \ ' i l _ _ - 553 - / a) E BEE; �� 109 �/ 00 0 ' 0 0 \ \ ° / o I \\ I - / Lu 4-1 ® PROP INLET FUTU�6E 6 3 � ro cp�1 � h� � � � \ sQ o / / I 0 / � \ I \ \ � � R / / \ ~ C/Sto EBF` Lo \ ° p / J ° / ° ^ \ / / / // � // / -555 \ \ 13 SLAB TOP INLET o �WV,� v �o / 0 p / / p / o / \ / \ / I / i / w LL � / FEMA FLOOD \ ° o / o ° / 0 y \ X / / / / \ Q LL L Z c / o o/ % / // \ i / ❑O CURB INLET a O N FRINGE p p / p 0 j\ / / � EXISTING 60' CHARL�TT WATER - ' / - _ _ - - / \ ul a� i° 0 Z / \ / p _ - - 0 0 p p o o p% / p p / \ y \ SANITARY SER EASEMENT I / i / - / - - _ - -554 - - / \ 0 DOUBLE CURB INLET � -'I- 0 W W W /00 / \ ,% f 0 / p /r / // 7\ \ \\ �h� / // I / ___--- �W Qo U z 0 oo A A / p ° I �V J✓ QZ w UC�UU p / / / \ / / \ �a (,x � 000 15' STORM 0 p / \ S / ° ' / \ \ / / /' / HAROLDF. GRIFFITHS \ STORM PIPE Q U � 0 sr f \ _ _ / D.B. 18467, PG. 509 -0 0 uj U DRAINAGE 7' CLEAR ZONE SEE a p o \ EASEMENT ' 8 0 \ \ \ \ /' / M.B. 14, PG. 143 / \ 0 Q STORM MANHOLE Z Z Z p DETAIL SHEET C-701 0 S / MNJ�INI ► / \ 6 1 I / PIN: 205-081-13 _ O0 '-' Z) z) Z U ��,ujj °�5LO F NGE{ N \ �/ / \� �70o SPOT ELEVATION w- R1 -� - �_ _�\ - I Eno zzzQ Q 5i /� ALISTAIR AVENUE \ - \ / i - _ -555 w ' ' FEE: 700.00 FINISHED FLOOR Q Q Q 552 - - - _ CD R3 -�'S �, I / / / / \ 552. ~ ELEVATION ui 100' BUFFER O O O I SS w FGE: 700.00 FINISHED GARAGE P3 ELEVATION u W W W W ' P5 / �\ / \ \ / / \\�U) PE: 700.00 PAD ELEVATION uj 2 2 2 2 I I I MI I552 - 31.TI1 ' IPE=5`'I 4' I III 15� I I �c1S�j / i I4III1Ic1�r jI� \ FI I II I IP/ II I pII�PI / - I AAG� •556 P7 \ EASEMENT FPE: 700.00 FLOOD PROTECTION }�CJ Jm ~ W»^+ �LLW \W»^' +I MLONO�LW ro � � � � PROPERTY ,y-N / I1I\ I/ / ELEVATION � -1 �O 149150 148 151 FFE=555.1 PROPOS LINE FLARED END LL V) zFE=555.4 O O OFE=554.9 5.1 TREE LI SECTION W/ RIP RAP W z w N N N NI GE=555.4 FE=555.17 L152 E=55.80 FFE=5GE=554.9 E=554.66FPE=549E=555.12 GE=554.5 APRON Z O N M O 1 FE=554.2 GE=554.6 PE=549.0 E=554.8 "w1 =555.49 tp ; O N FGE=554.2 E=554.28' M o o oOUTLET CONTROL 155 CC E=553PE=553.91' PE-549.0 � 554 PE=555.1 a FGFE =59.0 DATEO 5 o =555.74 E=.PF549.0p Z553015 017 GE-554.5P9 12/19/2018 PE=5490- E= U 553 145 DRAWN BY 100, Oil _ I _ p - 016 `SS FE=556.15 �/ \ /\ n / / / / \ \ - - - - - - ' y5� / / / / A. DALE 019 FGE=554.98 l / I I - ui \ 5 _ PE=555.8 ' \ / / / \ \ �J. \ cP I i � � � i oC � /J Ceop'RKIN/ \ \ •• •• U=o JD. ESHIOGNRETDOBN / 0FE=556.42 too,ORM555 FGE=555.25 CHECKED BY 56 PE=556.09' A / C. TODDEMENT 0a 55454 021 SCALEE=556.66' Y GE=557.7 I E=557.05' BUILDING N 143 / / / • 555 E=557.7 I I E=557.40' 194 PAD, TYP. O ro FFE=557.11 P11 U AS SHOWN \ / / 3E=557.73I 195 I STORM 077 FGE=555.94 / ` I �Zy / / 1 \ \ / J Q FFE=557. I E=557.40' DRAINAGE PE=556.78' / / \ \ I / - - _ - 56 ^ • O FFE=557. FGE 557. I 196 I I EASEMENT ` \ / / �' i� FGE=557. PE=557.27 I I S \' / \ I \ �0y60 . FFE=556. 4 I I PE=556.90 I 197 I I 0.120 AC. 079 O'v / I I \ I \ \ 1 FGE=556. 198 I I I i _ / IPE=556.50 199 I I I I I I I I -/ N ` 3E=556 0/ 200 5 142 \ L �� 560 O \ 1 I � I I I I - _ _ � I E=556.88' � 1 \ � / / � � 1� \ I � \ \ � / V � � '= 1 I I III oat - $ A 551 I/ 557 O 5 0 4 FFE-557.69141 83 55 1 FGE=557.11 II 556 _ - i 1 023 PE=557.36' 556 N 1 06140 S FFE=558. 5 57 I \ _ E I I � O � FGE=557.48 1 lrjcS � '� 193 I 1S - PE=557.73' 192 191 -- - FFE=558.5 ■ 558 5 I I I FGE=557.3 73 I 190 I FFE=559.0 I E=558.22' 0 FFE=558.55 139 .GE=557.8 189 FFE=5593 II I E=558.67' FGE=557.97 188 I FFE=559.5 GE=558.2 I I 1 PE=558.22' GE=558.3 E=559.04' 1 -- - _ 0 187 I FE=559.5 I I I 1� � 1 � \ \ � / - - - - - E=559.23' 186 FFE-559.3 I GE=558.39 / I 1 \ I / _ _ z E=559.23' S5 STOR 138 / _ _ PlD # 205�7- - 185 I FFE=559.0 I GE=558.1 / I - FFE=559.05 �� I / _ F J I DRAT �1GE I - 1 I I \I I / / / HAWL-0FGRI l TRUSTEE w Q Q 184 s FFE=558.7� GE=557.91 E=559.00' I I / FGE=559.05 N - �F THE HARD RIFFITHS z of Q a EAS��gENT -� / / /� C` 02=__ 1 PE-558.72' I _ ,� 1 I I / / _ - - REVOCA L UST _ 5E U s FGE=557.5 I E=558.75' � DB 274 P .a6s w I FE=558.3 �I PE=558.38' I N29 O� vG I _ FFE=559. GE=55.03' I CEDE' I O31 1 'E=558.03' I �' 559 m \ I / - - _ FGE=558. I '( G 62. _ MB 5 P U Z m PE=558.84 N37 __-�- 5 137 w ~ 558 FFE=559.55 1m / 1 \ I / / / J J OQ Z FGE=559.55 IN I \ 1 6^ / w 35 PE=559.22' (.0 CIA'b ' S63i Q 1 N35 _i _�" 1 4 1 1 �' �- \ / / / z LL 0 O _ 1 \ � (%� J < 59 559 136 1 I 'OS' / \ C0 0 / / / / / / I J v , > L.L RM , 5 FFE=559.51 33 W1 = I 1 l \ / / / FFE-560.05 I / / I / 7 0 � z j DR INAGE 278 J� FGE=560.05 �� / _ z j\J27 FGE=559.51 U g \ MENT (l PE=559.72' _ I 0 55 / / I / a PE=559.18' I j i (` \ I I I ---� � N2 / � 1 in c \ -564, N17 o1 135 P15 ■ 1 FFE=559.72 279 1 - FFE=559.89 FFE-560.09 1 N L / 35' BUFFER 5_558 19 1 2 GE=559.14 1 ■ o FGE=560.09 s '-"� _ ' F N N2 E=559.39' / 277 FGE=559.89 W1 � 559 � � 3 / / 559 I / U PE=559.75' \ 560 -/ / I 0 Y FFE=559.98 1 1 I 1 1 - / _ I � 4 FGE=559.40 280 _ - 207 PE=559.65' FFE=559.89 1 / 1 134 ` \ 560 GE=559.31 FFE=559.63 FFE=560.23 559 / i FGE=559.05 \ FGE=560.23 i 1 E=559.56' 276 ` / PE=559.30' PE=559.89'�y FFE=560.36 SCALE 1 -40 1 08 FGE=559.78 1 1 281 1 / / \ / \ COS / �562 I J1 PE=560.03' I FFE=559.56 U / FFE=559.51\ 133 \ / P35 558 560- ��. , FGE=558.98 , �\� FFE=560.23 STORM .561 / 0 40 80 / / FGE=558.93 \ ` & PE=559.23' O �� 275 \ FGE=560.23 / / DRAINAGE ` �O� - 556 9 9, W i / 559 cl PE=559.18' \ / -- _ 55 \ - _ 5y m / 0') - E=559.89' / ,559 EASEMENT �1/ FFE=559.74 Y1 FGE=559.15 L% 209 m ■ �\` \ \FFE=559.02 132 FGE=559.02 FGE=558.48\ILL - /\PE=558.68' / ` \ 274 PE=558.73' , \ \FGE=560.02 / - � ��- � 1. CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTING n � � � S' � � � 1 _ I r I o � SS6, APPROPRIATE PARTIES AND ASSURING THAT EXISTING UTILITIES a / «E=559. -� �" ` 1 _ -/' I - ARE LOCATED PRIOR TO CONSTRUCTION. _�FGE=558.43 / �/ \ \ \ , '� I I I J� \ SS\2. CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADES USING SOB NO. m \ 21 Q, PE=558.68' , % 283 FE=558.5\ 131 I I I I _ \ J25 CS` FLAG MEN, ETC. AS NECESSARY TO INSURE SAFETY TO THE j- FFE=558.58 M31 \ \ S\ PUBLIC. �` i \ FGE=557.92 \ FE=560.11 - P21 I N E E I I 41946 7 / / �•-- GE=558.58 FGE-560.11 / 1 4 I `\ \3. ALL PAVEMENT CUTS, CONCRETE OR ASPHALT, ARE TO BE ,`nc� VE=558.25' , PE=558.17' 125 123 REPLACED ACCORDING TO STANDARDS OF THE NORTH CAROLINA 273 \ E=559.77' / / /' I 126 I 122 I / / SS3 DEPARTMENT OF TRANSPORTATION AND TOWN OF PINEVILLE SHEET NO. \ \ \ S UTILITIES SPECIFICATIONS. FE=557.9 FFE=557.5 I FE=557.09 121 �` FGE=557.65 / - \ ss ■ IFE=558.44 GE=557.9 I FGE=557.5 GE=557.0 I FE=556.65 / / 4. PROBING WILBPAR CPORRIAGTO AMEONDEDTRENCHING STANDARDS C-412 ART 1926 SUBPART , O S 0 c U c 0 O w m 0 0 a a T C m 0 a 0 0 c m tn c m v- co a c `o m 0 3 c - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - L m 0 C C Q a a 0 N O N M N 0 0 a 0 a 3 a 0 0 0 U co rn U m 0 L C� C7 N (7 T :E m LL a> rn c '2 -O c U 0) V O m ° o� / �\� / / \�� ° \\\ ° \\ / \ / \ Rl 20' STORM '\ �`� \� .... A NO �// \ / / / 9ASEME-19T�' FESS/O \� \ DRAINAGE h \ \a\ - - - //� I o / AL ° qL t28± OF IMPE VIOUS RE ITHIN \ 60 I I \ 534t� \,\o ° PLAIN. MITIGATEN. PROVID Y 2103± / _ \ o �1\\ I o O EE SA 53± F RE NTIN6j �- / ° \ 1 0 0 / R BUF MITIGAEET L- 00 F / Op - / 552 \ - ��ts� '••.......••' ``�� // \ o l� BU RIAAPL NTATIO 547 _ , / �•,,PIHER``��•� 02/03/20 0 ° 536_ ° I I � - N ' \\\ ° \�� \ � / o \`\\ 535 \\\°° �- ---/�\ oo '\ LEGEND N 0' SW F\ / -\ o � ° / \ \\ ,5 / 1a 155- F 55 p 700 MINOR CONTOURS o ' \ o o °\\ i / f / /, ' \ - 1 1 1 1 0 �1 FFE=553.5 FGE=55 .8 1 N \\ \\� - - _ _ 537 \/GE=553.5 1 PE=5 .54 1 z o 0' STRE IDE Z/ / 53\ o o / \ _\ / o '� 156 1 17, P 549.0 700 MAJOR CONTOURS E 45' MANRGED/USE ZO / ° - - >�\� ° 157 FFE=553. 1 O- 1 PE=549. 0 1 w \ / \ / FGE= v ❑❑ PROP INLET = o \\ / \ 1 \ - o 1 1 1 158 FFE=554. - Q 553 _ - ' \ o _� 1 159 FFE=554 5 P -53.27 �1 \ Q w U UPLAt NE I VARIES '� 0 0 538 \- \� / / / FGE=552.8 9'' ° - w Lu - ° c, 041 1 1 PE=553.73' 1 I?�E-5f19.0 10 01 6 0 3�. / ' \ o - / 554 FFE=554.9=553.3 / / o LL - \ _ _ PE=549.0 13 SLAB TOP INLET 538 \- E=554.19' i �� o 0 \ / - FFE=555. PE=549.0 ' ❑G CURB INLET o O N c� c� c� ��` 1 GE=553 1 1 Q z _ / \ \ FGE=554.5 1 PE: Lu u� E=554. FPE: 54T w w O � � � I FLOOD Y o_ O PE=555.38 O �\' ® H a W W W W \V_ A \540� -' PRO D // / \ 16� - PE=5f�9.0 1 0 / , / �0 13 - -CEDAF 0 DOUBLE CURB INLET (3 ~ cn ~ Z Z Z _ o / \� EE LI g / FF -556. PE-549.0 / / o= �. _ z O o 0 539 �� \ - / 089 Wx a OOOO �t=554.8 \ � o / / � v � U 0 _ - _ o E=555.70' 5 554 045 +rm�GE STORM PIPE Q a L \ o _\__ / i/ 4� ^ 162 E=549.0 \ 5� _ w w U U U U i ° / \ - 541 / h / / 55 d _�' EASEMENT U p O' o ��o �/ FFE=556. -=_ 065 o lLl o 0 - \\�\ / \\� , h� FGE-555.1 \ \ / '046 O o� STORM MANHOLE Ln 0 Z Z Z 4 o / / \\ o \ _ / cb / E=555.99' \ p�. _ _ � _ _ � oo U / TT `--- _ �700 0o U UU o\\l i S- E=549.0 � 047 � 53 E ° ■ � SPOT ELEVATION ~ 541' 163 Ss / ■ CEO % ` 0 - � w O O O Z 0 0 \� / c FFE=557. 553 f FFE: 70 0 Ln ^ z Z Z Q \\ o FGE-555.90 \ _ / i F w J Q Q Q / 0 0 FINISHED FLOOR PE=556.73' , 085 ELEVATION o w Z Z Z W ° E=549.0 / E: 5 T FGE�557. Z ° \ o \ \ - \\ \ (p / \ PE: 5 1 FFE=556. 4 1 PE�556.90 O OR O -54>� \ D� / /, _ - _ / : 547' o FGE=556. / FGE: 700.00 FINISHED GARAGE O \ o / h O - 164 1 FFE=55 6 pE=556.50 OC OC \� \ \\� _ - \ GjS� FGE=55 61 1 199 I ELEVATION J h� FFE O / `556 FFE=557 / AGE-556.13 \ O49 / 5 - 1 PE-556. 3 / > ° 55 � 1 FFE=55 FGE=557. 1 200 Q O Q PE=556.96' j / / 1 PE=556.9 201 1 1 1 PE: 700.00 PAD ELEVATION � � 0 �i COMM ITY \\ _ 5qq - \ / / E=549.0 / =55 9 1 FGE=55 5 / / 1 _ ENCROACHME9 T LINE FGE=5 1 PE=557. / / p ° o\\ \ / - \\\ _ - y -\ \ 45 / , / / =558.6 PE=�57. 1 202 1 1 1 I FPE: 700.00 FLOOD PROTECTION J M W W W W �/ O \\ \ / h h / a° GE=558.63 1 1 1 J 0 1 203 1 1 ELEVATION ° / \\\/ _ _\� 545' 165 \ / ° / = 58. 1 E=558.30� / 1 w c° / FFE=557. , / c\I o o \\ 1 / �/ r p p FGE=558.7 PE=549 0 204 / J Q� U 0) 0) 0) O / \ \ 1 �� FGE= FLARED END -4 -4 -4 �I O `/ \\\ - - / \ \J � 0 0 0 - E_ _.95 _O _ 8' li z O O O O o / ��RBED o o 0o SECTION W/ RIP RAP w zw w,, N NNc __0 ° UN/\o ° \ h�O ° o - 2061 1 071 APRON Z Q J Q Q) Z � M OPEN SPA 0/° \ h ° 1 1 _ H > \ \ \ \ ° / _546- � � ° o °��w �OCOO N FFE=557. _ - - 1 1 1 _ 1 ' OUTLET CONTROL o rn o o 1 O \ o 0 0 0 0 0 0 0 o I I- 1 I �n 166 FGE=556.58� 5 i 1 -� _' STRUCTURE �\ - o o P ' ■ _ O DATE f / o o PE=557.42' I\ N _ 1 �- IL �' 1� 0 , / ,�\�' ° - _ \ / - I -FPE=549.0 p 1 1 - Z \( �� o o \d / /d D63 a 12/19/2018 I I \\ 0 " I I o � /\ /o ° � - - - - � - - � _ i U / 1 / 5 _ _ _ \� f °o� I' o ° 0;� /� / I _ - \� O 0.11± C. -� DRAWN BY o / \ ��\i / o °o �/ �p�6 / - _ � � 053 • h � 087 \ �` o / / /° \ %\ ��\ \�/0 546' / / _ - - - - _ - I - - - - - FFE=557 84 - I ° I a 5 / A. DALE /\' o o / / / 167 FGE=556.67 o o / - i TESSi' o��/�/ / / / o� ° / / / / _ - (�1 _ o Q3 ° - PE=557.51' - ,n� _�122� KIWI _ 051 1 18( O DESIGNED BY o �C ' / /5 , / , 185 • = J. HORTON _ o Lo 3 �� _ O 1 • ^ �M - s - \ 0 / / / / // \ 6k FLOOD FRNN'GE / o\ o / / / / / L O / 1 184 FFE O / I - - - - - - 1� 1 I, / S� FGE CHECKED BY FFE=558.37 - r � t! 559 183 - - cA 1 FE=558.3 pE= • _ o \ /o / / o / / / - 15' STORM - 168 FGE=557.20 \ G�'( 059 _ 1 1 1 _ \ �FEM OOD / / / I __ - - 182 FFE=559. • \ ` / / / / 7� �/ / /2RINAGE i E=557.19 o C. TODD \ \ / \ / \ o p / / / -=558 03_ _ i STORM E=558.03' w / O / o/ F / RINGE \ o / ' / EASEMENT J - -55 057 t FGE=558. 1 1 0 0 / �,CiT / �/o o ° / / , �9" / / DRAINAGE 181 1 FE=559.4 / • > \\\ o o o /\ / �\\\,` ' Z� /a / �y �i / , / 5 , / 1 , / - - EASEMEIV� _ GE=558.29 1 PE=558.84 , / SCALE \ o \ �� T 'Q o / / / / / / / \ 1 - - - - - - - `� - 180 _ 6� 1 FFE=559.8 1 = �\ o/ , / COS cb 1 1�1 G558.6 E-559.12' / / / • AS SHOWN o / / �S' / 0 / h 179` FFE=560.2 Q o / / F / / / ,550 / / / _ i / 0.10±ACh E=559.52' / • z 0 0 / / / \ - l i / FFE=558- - FE=560- GE=559.1 1 / � Ln Ln FE-560.6 1 / o ° / / F� �\o o �5 0 0 0 4� / / / / / / ` I- - CzE 5Z62 - \ _ GE=559.43 E=-5 / O ° / / / / / \ _ - Q5 169 PE=558.46' - BUILDING GE=559.43 - / /14 � \ 0 0 0 0 0/ / / / / / � \ PAU'TYf� 5a 1 E=560.27' 1 � , - � � \ ° 0/ // \� / / // �� °/ %' / / / / / // �__- o ° / o / \�\/ / / / / \� o / / , / 552 / / \ s �:• sc3`cP ■ - \ \ 560 \ - O \� 0 /� / ��/ " \ o / / / / / L - 556- o /\ / ° / / o �1 / / / / / / / / / FFE=559.15 \�� ° N N17 N o / o o / / / / / / \\ o / o ' S / / � � / 53� / / _ - - - � � 557 �� AGE=557.98 /�, , / / o/0g/ /� / �- / �5 /r /� 170PE=558.8'� - _�- h�\/ o 00/0 / /� hN / ' // / \ I \ _ / c5`�`� \\ 559 -_- ■ 0 / / \ ° 19 CL 0 �\ 36 / / o / / / / - / /5 / I �: FFE=559.89 I��, �!- , N31 1 5`558 55 - / � / � \ I 554 / o ° / / g� / / i / �` \ /'� / I o r 0 ° / / / / �, / ' - / ' S5/ / I \ \ Q7 . �° / FGE=558.7 - / (50' 555 •� - / / o / / / / / 6 / 5 \ / / PE=559. �/ /\ \ / / FFE / / ° / �53$ �/ \� _ 0 , / / /5 ,/ /�' // \� S ` 171 4� \ �4 F6E 0 / / 5 _ \ Sz E=559.75 559 / o / / / ti / - _ / \ h 559 _ 207 pE= /\ o � / o � o / / / / \ s / �h� � ■ � N13 o / / / g R o , 53 , _ / / \ \ FGE=558.59 ^ I ° o / / / � 53 ��/ ��_ o ° / � / / / �5 / / 556 / 1 \ \ \ / 0 />t�/ - - - J ,- - o ° �° , , / / / / / �5 ^ _ _ / 1 \ PE=559.4 ' / o / / / /'Dp2 o ° o / / / r / / / / �jDc / 1 172 FE=559.96 FFE-56014 1 o / " / / y� D' �\ 0 0 0J� ° / , / / / / r / / l / 5/ ` - - 1 // \ / / 1 / ' _ - 1 FGE=558. 7 1 ' 0 o / / 1 \ _ ss 1 \ h0� FGE=558.7 560 FFE=560.5 1 PE=559.8 , o / / _ _ _ 1 \ s - h PE=559.6 �/ I r - GE=559.3 1 I 1 5er / , / r / , / / l f - _ CJ0 \ FE=560.26 / FFE=560.3 17 1 1 1� 1 0 Lri ° - - _ / / / / / / / J I 5 \ ` 5 - 173 GE1559.0 E560.3 GE-559.2 1 E=560.18' 1 _I/ / 5 PE�559.9 / G =560.05559 2 I I E=560.05' 177 o o ° � 546- ' 1 / - J // 1-1 / / / // / / / I� / 56, I I \ `� / / PE=560.05 STOR 1 U•- /'o o a % o ° / / 46 _ _ 'S� / 54a / / / J / \ ��\ 174 176 RAINAGE N11 w�oG 0o Z�° / / / , 5 r r , ' \ / l I _ _ SEMENT im\s 7' CLEAR ZONE SEA \ / 1 / O r ` 5� I \ \ ss \��. I �' Q / od I DETAIL SHEET C-701 \ oQ o / o 0 0 0 0 o I / / h 1 I I / I \ _S sss`. \. \ 558 0 0 0 o \ \ \ \ \ / �� / / I h I - _ \� NSA �1 W U a U z H V ° \ ` / _ _ \ \ \ \ 553 - J O z 0 0 (� J o o \ \ \ \ \ \ / / Op UNE I /l / / �5\ / -550� \ \ / r . 0 W r� I�11 o0o 15'STORM z 2 \ e z \ \ O O \ Ci \ l / \ cr? d \ \ \ \ \ / / / \ DRAINAGE _ /Q� 0 0 0 \\ \ \ \ \ \ \ 00° o \ \\ \ Ey%PNN \ \ \ O / ��ry 4b _ SSo s' \ \ \ EASEMENT _ - - ` U \ I 4g, r \__ \ \ \ �- o \� \` \ \ \ \\0 ° \ F�TUREU \\hb� \ SIN hh I / h� /' // tOp`/ /,5 S¢ \ \ ` -\\ - _ _ / \ cn_ _ ��\ \ \ \ \ \ \ o ° \ I \ 000 ' / h / / / \ 0 o\ 00 -548\ tid \ \ \ \ - Q 011 _ - z / M c0� I \ 536\\\ ° \ 0\ 00 o \ I I I I Iv I I / // \\ 546 - - - \ SCALE 1 "=40' o \ \\ 0b \\\ \ \ ( I II I II h \ \ \ I/ / /' // 00 0 0 0 0 0Oo \\ \\ \\ \\ w\ - --- �- _� ��' \ \o \ \ \\ ��\ Q o �1 \\ II I I I ( /y \ 1 \ \ I I I 1 / / 00 0 0 \ \ \ ( - / _ _ - - E �� ' T NOR 0\ \ \\ � o 0 1\ \ \ \ \ \ \ \ \ \ 1 / // / / / / o / 0 0 0 0 \ \ \ \ \ \ \ \ - 550� ft / /_ \ 0 40' 80' \ \O cr 0�'' ° 1 \ I\� ` \ \ \, o \ o \ \ \ \ \ \ I s I 1 / / 1 / / l ° o ° 0 �\ _ - 549- O t6 (tJ 1 c _ 0 0 0 0 545 °� ° ° 0 0 0 0 o �1�\� m I \ \ \ \ 0 0� o \ \ \ 1lb 6� o o b� \ \ - o� 0 ° o \ \ \ ss \ \- --- / / / / / / 0�- \ boo �/�- �[/ / - ��m J / °o I ° -_- s o - \ l{ f \ o \ \ \ \ \ �. \0 00\\ \ \ \s � \ 61, � � /' / f // / r / / A f \ � \ \ bb o \ / sue/ � / / / / o ° / 0 ° 0 � \ \°/ / \ \ \ s� I / / / O / / / r \ _ \ 0 X/ 8� / O O \ / 1. CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTING \ \ 0 h ZA 0 \ \ \ t i ¢ - - _ �\ a/ O 0 APPROPRIATE PARTIES AND ASSURING THAT EXISTING UTILITIES - / o \ \ \/ \ \ ` \ \ a o \ \ s�� s� \ Q \ 54 l 53 / / / / / 1 / in o ° ° 0 4 _ C. TREE VE \ \ \ \ \ j' \ , Q O/ O O ' _ ARE LOCATED PRIOR TO CONSTRUCTION. I o h \ \ Q o s \ \ / - \ o SQ. / r / o \ \ JOB NO. zc _ / / � � \ \ S O S � / y1� � / \ 3 2. CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADES USING \ 1 �� FLAG MEN, ETC. AS NECESSARY TO INSURE SAFETY TO THE 0� V 00 �1(��O D� �j 1 1 \ \ �o ' o s \ \ S2- - 552 F - - _ L \� ° - - _ - - - / / / / / / 0�Q/ / / i - \ \ 1 �� o / _ , /o O ` _ S¢2 \ \ PUBLIC. 41946 F 0 / 0 cr 8, o \ o \ \ - 55 / / / / / oo / / \ \ \ \S� \ \ ° ° 1 /4' \\ 0 -0 O / �� \ ° / _ / / o � \ ` - 3. ALL PAVEMENT CUTS, CONCRETE OR ASPHALT, ARE TO BE o \ \\� ° g ^ - \ - \• °\° O O y� / / \\� `� \ \ I J O O / p ° _ REPLACED ACCORDING TO STANDARDS OF THE NORTH CAROLINA O \� `cj \, \ u� O O' v / O // ° J\ / / / �\ ` aSR'S¢2 \ O / P , / i \\\ - \ DEPARTMENT IFTRANSPORTATIONANDTOWNOFPINEVILLE SHEET NO. O / _ UTILITIES SPECIFICATIONS. \ " I to O ° O O $ B' \ �/ g O �i ' ' ' \/ / / / - `''i9 O\ \ \\ \ - / O \ ' �_- = 542 4. SHORING WILL BE ACCORDING TO OSHA TRENCHING STANDARDS C-41 3 o n \ \ O o O 547- - \ --- �550 ' y4 \-' / �! / .S ,�j `P� \ \ %° \° ° er -541 PART 1926 SUBPART P, OR AS AMENDED. -0a Z) �O aDf o(D z m0 :2 2 02 C � T `0 0 a c m m N a o c C') 3 U) Z O O 2 a g x 1-- 0 w r 0 0 nY 0 3 a 7 N Nx O O Y 2 m rn m Y U � O E c 0 co a m �0 c0 .5 -0 o C w 0.2 O U a c0 M to y O O U c0 Q O y N t r. H L V / 7000 0� 65 \ / / V A °/ 0o/7 \ 7 / \ \ A I \\ V A ��i�� N.......... o / / I / / / \ \ \ = Q AL r• 60 KII In i O� A/ �x �v \�/moo GND \ � �- \ 1 ' �y _ / 700 MINOR CONTOURS / 547.13' U 700 MAJOR CONTOURS z E E C75 w 4-1 \ \ \ E Dg / A v �� V \� ® PROP INLET \ 15' STORM \ v ' V �V 13 SLAB TOP INLET o v v \ / / ~ � � DRAINAGE Q0 V � � � \ C � 0 cro ��4 EASEMENTS V I \ Q z I D23 \ ❑O CURB INLET a O N cn \ \ ha D7 SWK � � � � � C73 \ � ` ., � / � / / \ \ / � u, \ / 548.78' I \ \._ \\ \ \\ Om DOUBLE CURB INLET z cn o z z z z \ / SWK y / \ \ / a ^ u \ / / 548.93' \ GND \ \ / \\� / Q STORM PIPE Q' a w OU OU OU SWK 547.13' \ �cS` A` u V _0 o 0 OO' SWK 548.0T I \ / \ \ / r Qo STORM MANHOLE Ln ra CD Z Z Z p T`F _ �/ / \ / _ �co S O 549.08' , / i° N Z)� Z U \ q �r6o\<< �F IC2 �70o SPOT ELEVATION ~ � � w p O p z S oT � � > O v ��XFcT/ , l A A Eno zzzQ FFE: 700.00 FINISHED FLOOR w Q Q 'I 0 C71 / \ / \ ELEVATION o w Z Z Z W EXISTING 60' \ FGE: 700.00 FINISHED GARAGE O / D1 / \ CHARLOTTE WATER \ i � � � � �� SANITARY SEWER \ ELEVATION u EASEMENT GND PE: 700.00 PAD ELEVATION547.86' J O O O O \ / v I / ~ titititi I SWK SWK \ \ Cos I ' FPE: 700.00 FLOOD PROTECTION > M Lu � Lu uLj J D5 549 08' 548.62' \ 0.20± Ac. ELEVATION _j w � / \ \ Lu jSWK I ' GND / / \ \ C 4 FLARED END 4 F_ z ... N / SWK 549.05' 548.06" / / ' \\ \ C23 , 0 w z LLi w N N N N / 548.68' SWK / / / \ APRON W/ RIP RAP 0 Q J Q M \ 548.87' / \ / SWK \ \ i o-' > O � / I \ I � OUTLET CONTROL o .� SWK / / / , \ STRUCTURE � m DATE O C3 / / 549.01' / ' / SWK / ZF806 TR5NCH DRAIN SYSTEM i / / / \ \ \ I IL / 546.07' SWK SWK SWK INV UP 54 .61 / , \ Z / \ \ \ \ \ / 4 12/19/2018 548.55' 549.17' 548.86' /\ INV DOWNI 48.31 SWK SWK U DRAWN BY /546.03' SWK � \ / \ 549.05' \ l 549 01' / /� O \ \ 106 BUILDING \ \ / SWK A. DALE 547.34' 547.65' \ C93 GND / / \ PAD, TYP. \ \ SWK FFE=552.10 \ \ \ SWK \ 549.08' / / � DESIGNED BY SWK / 546.88 547.52' / \ \ 1.87± A \ 1-1 SWK ` / / TC 546K C65 \ FGE=550.43 ' O \ � 549.05' / \ PE=551.76 / \ / � J. HORTON C2 , 547.35, C SWK \ `SWK .�O \ \ \ \ / C21 • C ' C' 547.38' 548.08\ \ \ 549.05' \ / / 1 ' / \ \ \ / \ �/ / • O CHECKED BY CSWK SWK \ \ 7 G6� 547.Q6 47.96 \ / ` 107 \ \ / \ / ~ / 548.17 \ SWK ^ \ ` > C. TODD \ > TC \ \ 548.8T / / \ \ / • • w SCALE 547. T SWK SW \ FFE=551.1 \ / /� • U AS SHOWN GND / / FGE=550.15 / \ Q 547.48' PVM \ 549. 7' , \ \ 547 3' \ SWK 1 548.34' / \ PE=551.48 / \ • O T \ P MT PVMT SWK 549.05' / / / / / in 547.81' PVMT 5 SWK C 7 I 547.8T SWK 548.74' 548.83' 547.69' \ \ ' \\ 547�94' PVM 547.92' / / \ \ \ 108 \ TC PVMT 548.12' SWK 546.97' \ \ T\ 547.73' PVMT FFE=551.36 \ \ i A 549.41 \ 548.3T -/ A / V 1 SWK / \ FGE=549.69 O \ i TC / \ 549 .50\ TICPVMT 549.56' \ \ PE=551.03 cry ' \ 547.81548.47' \ / i8F TC \ \ / TC TC 48.5T / \ OF TC 547.59' , 548.74' \ 54 5\ 549.41' C6 547.23' TC \ TC A \ \ \ FFE=553.63 / 548.63' TIC 549.24' 109 \ \ / / \ FGE=553.63 TC \ \ ' PE=553.30' / 547.86' Tc / C9 15' STORM S4 / / 547.64' / DRAINAGE `\� TC 549.42' \ I \ FFE=550.99 EASEMENT TC , 550.43'TIC \ FGE=549.32 / 547.84' \ \ PVMT �VK I \ PE=550.66 / �/ / \ \ 95 (V / TC i TC `�549.72' 547.77 TIC 50.08' 110 � I TC 8 5 .71' TC TIC\ / 548.62' 20' STORM FFE=553.19 \ \ /' TC EASEMENT 7� 5 TC 8 5 0.22' 550Tc ` \ / , \ \ EE 552 86' U C�TIC � \ \ FFE=550.59 / / \ \ 548.83' , \ 549.87' I 550.64' \ FGE=548.92 / \ \ O Q B59 TC 1 \ PE=550.26 / \ z TC PVMT 548.86' \ SWK \ \ O 96 \ Z Z ti \ \ Q 547.36' 1 TIC / 547.39' TC TC 549.02' \ \ CJ , LL / 1 m TC .49' PVMT 548.48' 549. 7'\ 550.00' SWK ` \ \ \ \ 0 547.45' �547.50' TC 548.92' / ,� \ \ U TC 548.7 ' ` C 19 W \ \ / / /\ \ 1 5 .50' \ T FFE=552.76 U Z _ \ \ \ \ � � 1 B57 � 548.64' I C � � � � � � 7 `\ 549. 6' / ' \ PE=552.43' FGE=552.76 J F I � z 0 Q TC I PVMT \ / \ \ \ z H 546.37' 1 \ \ \ I \ 549.30' .60' 549� TC � O C1 � / �O C z PVMT _ 549.99' �-� C 17 h \ \ 97 \ J Q I --I J \- - TIC �/ / \ \ V A \ J 548�54' \ \ 41 TC TC TC \ �550.12' _ \ \ \ w B51 `\ � �� \ \ 548.53' i 549.28' � 54 . 9' TC TIC 001/ ` \ / FFE=552.33 \ \ \ 4�`1' Q 549.17 d 548.55' I \ U TC TC 1 � C � � � � C81 l FGE=552.33 \ \ \ 548.44' 548.86' 49.47' / \ PE=551.99' \ \ \ c 548.25" TC > SWK_- - / ` � \ 98 I - -0 548.04' \ \ \ O \ 1 TC i 5 0.09, B5� 547.75'I 548.19' 6.87' 54Mot 547 547.97' ` �� FGE=551.80 /PE=551.47' \ \ 20' STORM /,/ 546 ' B 15, STORM DRAINAGE 99 �/ SCALE 1 "=20' DRAINAGE EASEMENT---- CRANFO I vJ� _ _ _ EMZ \ 0 20' 40' RD DRIVE RESIDENTIAL FFE=551.64 / \ / I B53 10+0o JU.06 ----_ _ ---- U I �50, R2W)94.4) - - C79 , / EE551131' / 100 FFE=551.07 \ \ / / 1. CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTING - sg8 FGE=550.49 APPROPRIATE PARTIES AND ASSURING THAT EXISTING UTILITIES I \ \ / / ARE LOCATED PRIOR TO CONSTRUCTION. PE=550.74' / � � I 2. CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADES USING JOB NO. \ \ / / I / \ FLAG LICEN, ETC. AS NECESSARY TO INSURE SAFETY TO THE B87 41 946 547 B 8 I \ FFE=550.50 \ �/ 3. ALL PAVEMENT CUTS, CONCRETE OR ASPHALT, ARE TO BE \ REPLACED ACCORDING TO STANDARDS OF THE NORTH CAROLINA \ I FGE=549.92 101 \ / / / DEPARTMENT OF TRANSPORTATION AND TOWN OF PINEVILLE SHEET NO. PE=550.17' \ / \/ / / UTILITIES SPECIFICATIONS. \ B89 / 4. SHORING WILL BE ACCORDING TO OSHA TRENCHING STANDARDS C-414 \ = \ \ JO / PART 1926 SUBPART P, OR AS AMENDED. L