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Home My WebLink AboutSW3220304_Plansheet - Grading_Drainage Plan_20220323GRADING AND EARTHWORK NOTES 1. CONTRACTOR SHALL CONTACT INSPECTOR 48 HOURS BEFORE CONSTRUCTION 2. REFER TO EROSION CONTROL PLAN FOR CONSTRUCTION SEQUENCE REQUIREMENTS. 3. ON -SITE BURIAL PITS REQUIRE A PERMIT. 4. ANY GRADING BEYOND THE DENUDED LIMITS INDICATED ON THE CONSTRUCTION DOCUMENTS IS A VIOLATION OF EROSION CONTROL ORDINANCES AND IS SUBJECT TO A FINE. 5. GRADING MORE THAN ONE ACRE WITHOUT AN APPROVED EROSION CONTROL PLAN IS A VIOLATION OF EROSION CONTROL ORDINANCES AND IS SUBJECT TO A FINE. 6. 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). 7. THE CONTRACTOR SHALL IMMEDIATELY REPORT TO OWNER ANY DISCREPANCIES FOUND BETWEEN ACTUAL FIELD CONDITIONS AND CONSTRUCTION DOCUMENTS AND SHALL WAIT FOR INSTRUCTION PRIOR TO PROCEEDING. 8. CONTRACTOR SHALL VERIFY LOCATION OF ALL EXISTING UTILITIES IN THE FIELD PRIOR TO BEGINNING CONSTRUCTION. 9. LIMITS OF CLEARING SHOWN ON GRADING PLAN ARE BASED UPON THE APPROXIMATE CUT AND FILL SLOPE LIMITS, OR OTHER GRADING REQUIREMENTS. 10. ALL ELEVATIONS ARE IN REFERENCE TO THE SITE BENCHMARK. CONTRACTOR SHALL VERIFY THE BENCHMARK PRIOR TO GROUND BREAKING. 11. THE PROPOSED CONTOURS AND SPOT ELEVATIONS SHOWN WITHIN ROADWAYS, PARKING LOTS, AND SIDEWALK AREAS REFLECT FINISHED ELEVATIONS INCLUDING PAVEMENT. REFER TO PAVEMENT CROSS SECTION DATA TO ESTABLISH CORRECT SUBBASE OR AGGREGATE BASE COURSE ELEVATIONS TO BE COMPLETED UNDER THIS CONTRACT. 12. GRADES SHALL BE ESTABLISHED TO PROVIDE A SMOOTH SURFACE, FREE FROM IRREGULAR SURFACE CHANGES. GRADING SHALL COMPLY WITH COMPACTION REQUIREMENTS AND GRADE CROSS SECTIONS, LINES, AND ELEVATIONS INDICATED. WHERE NO SPOT GRADES ARE INDICATED, THE GRADE SHALL BE ESTABLISHED BASED ON INTERPOLATION OF THE ELEVATIONS BETWEEN ADJACENT SPOT GRADES WHILE MAINTAINING APPROPRIATE TRANSITION AT STRUCTURES AND PAVING, AND UNINTERRUPTED DRAINAGE FLOW INTO INLETS. 13. CONTRACTOR SHALL ENSURE POSITIVE DRAINAGE SUCH THAT RUNOFF WILL DRAIN BY GRAVITY FLOW ACROSS NEW GRADED AREAS TO NEW OR EXISTING DRAINAGE INLETS, OR SHEET OVERLAND. 14. ALL SIDEWALKS, STOOPS, TERRACES AND OTHER PAVED AREAS SHALL SLOPE AWAY FROM BUILDING(S) AT 2.0% MAXIMUM. 15. COLEJENEST AND STONE, HAS NOT PERFORMED ANY GEOTECHNICAL EVALUATIONS OF THE SUBJECT PROPERTY AND HAS NOT MADE ANY DETERMINATIONS AS TO THE SUITABILITY OF SITE SOILS FOR USE AS FILL BENEATH PROPOSED BUILDINGS, DRIVEWAYS, PARKING AREAS, OR FOR OTHER USES. ALL EARTHWORK SHALL BE COMPLETED IN ACCORDANCE WITH THE RECOMMENDATIONS OF A QUALIFIED GEOTECHNICAL ENGINEER WHO SHALL BE RETAINED BY THE OWNER. - - = \ \` \\\ N \xII\\\ l NZ ,- :N� - -J- � __� --_ _- N-\\ \ \\\�s\\�\aR o§� \\ \��\�\\\\\\X = \\\ \\\\\\%\\\\__ \\\\\\\ \ \\\\\��\ ) / -\ \ \\ \ \ 1 I \\ \\11\1\/ \ \ \ I / / 1�/�/�, \ _ 1 j 11 I/ II////;// ... \ /// //'/11 //%�' //, . „/ii/ /1 16. ALL FILL SHALL BE PLACED IN MAXIMUM 8-INCH LIFTS AND COMPACTED. ALL FILL WITHIN LIMITS OF BUILDING AND PAVEMENT AREAS SHALL BE COMPACTED TO 100% OF MAXIMUM STANDARD PROCTOR DENSITY WITHIN THE TOP 12 INCHES AND A MINIMUM 95% OF MAXIMUM STANDARD PROCTOR DENSITY BELOW 12-INCH DEPTH. FILL WITHIN LANDSCAPED AREAS SHALL BE COMPACTED TO MINIMUM 90% OF MAXIMUM STANDARD PROCTOR DENSITY. MAXIMUM STANDARD PROCTOR DENSITIES SHALL BE DETERMINED IN ACCORDANCE WITH ASTM D 698. REFER TO GEOTECHNICAL ENGINEER'S REPORT FOR ADDITIONAL EARTHWORK SPECIFICATIONS AND REQUIREMENTS. 17. FOR SLOPE CONSTRUCTION 3:1 AND STEEPER AND EXCEEDING 5 FEET IN VERTICAL HEIGHT, 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 SUCH SLOPES SHALL BE TRACKED TOP TO BOTTOM AND STABILIZED WITH A ROLLED EROSION CONTROL BLANKET CONSISTING OF POLYPROPYLENE NETTING AND A STRAW/COCONUT FIBER MATRIX, STAKED TO MANUFACTURER'S RECOMMENDATIONS. TOP SOIL PLACEMENT ON SLOPES SHALL BE INSTALLED IN A BENCHED PATTERN. 18. ALL PROJECT SUBGRADE SHALL BE INSPECTED BY THE GEOTECHNICAL ENGINEER. IF THE GEOTECHNICAL ENGINEER DETERMINES THAT UNSATISFACTORY SOIL IS PRESENT, THE UNSATISFACTORY MATERIAL SHALL BE REMOVED AND REPLACED WITH COMPACTED BACKFILL. SUCH ADDITIONAL AUTHORIZED EXCAVATION SHALL BE PAID FOR ACCORDING TO THE CONTRACT PROVISIONS FOR UNIT PRICES. 19. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING ALL FILL AND BACKFILL MATERIAL WITHIN 3 PERCENT OF THE OPTIMUM MOISTURE CONTENT AS DETERMINED BY ASTM D 698. SOIL MATERIAL THAT EXCEEDS THE OPTIMUM MOISTURE CONTENT BY 3 PERCENT OR MORE, AND IS TOO WET TO COMPACT TO THE SPECIFIED DRY UNIT WEIGHT, SHALL BE SCARIFIED AND AIR DRIED, LIME STABILIZED, OR REMOVED AND REPLACED. 20. CONTRACTOR SHALL PROVIDE ALL DEWATERING MEASURES NECESSARY, INCLUDING WELL POINTS, SUMP PUMPS, TEMPORARY SHORING, ETC., TO ENSURE COMPLETION OF STABLE EXCAVATION AND BACKFILL OPERATIONS. GROUNDWATER SHALL BE MAINTAINED A MINIMUM OF 2 FT. BELOW THE BOTTOM OF ALL EXCAVATIONS. 21. CONTRACTOR SHALL CONSULT WITH THE GEOTECHNICAL ENGINEER AND PROVIDE ANY AND ALL SHORING DETERMINED TO BE NECESSARY TO PROTECT EXISTING BUILDING FOUNDATIONS OR OTHER ADJACENT IMPROVEMENTS. 22. OWNER SHALL ENGAGE A QUALIFIED INDEPENDENT GEOTECHNICAL ENGINEERING TESTING AGENCY TO PERFORM FIELD QUALITY CONTROL TESTING. TESTING AGENCY SHALL TEST COMPACTION OF SOILS IN PLACE ACCORDING TO ASTM D2922 AND ASTM D2937, AS APPLICABLE. TEST SHALL BE PERFORMED AT EACH COMPACTED BACKFILL LAYER AT A RATE OF NOT LESS THAN ONE TEST FOR EACH 2500 SF OF FILL AREA OR ONE TEST PER EACH 100 LF OF WALL OR TRENCH LENGTH. 23. ALL GRADED OR DISTURBED AREAS BEYOND THE LIMITS OF PAVING, SIDEWALKS, BUILDINGS, ETC., THAT ARE NOT OTHERWISE LANDSCAPED PER THE LANDSCAPING PLAN, SHALL BE STABILIZED WITH A NEW LAWN SEEDED IN ACCORDANCE WITH THE SEEDING SPECIFICATION. CONTRACTOR SHALL MAINTAIN SEEDED AREAS UNTIL A HEALTHY STAND OF GRASS IS ESTABLISHED. STORM DRAIN SCHEDULE NOTES 1. "AD" STRUCTURES TO BE AREA DRAINS (REFERENCE DETAIL 4/C-800). 2. "CB" STRUCTURES TO BE CATCH BASINS (NCDOT STD. 840.02). 3. "CO" STRUCTURES TO BE CLEAN -OUTS (REFERENCE DETAIL 12/C-800). 4. "DI" STRUCTURES TO BE DROP INLETS (NCDOT STD. 840.14). 5. "HW" STRUCTURES TO BE HEADWALL (NCDOT STD. 838.80). 6. "MH" STRUCTURES TO BE MANHOLES (NCDOT STD. 840.52). 7. "RL" TO BE CONNECTION TO ROOF LEADERS (REFERENCE DETAIL 8/C-800). 8. "STCB" STRUCTURES TO BE SLAB TOP CATCH BASINS (NCDOT STD. 840.04 WITH OPENINGS AT ALL 4 SIDES). 9. "TD" STRUCTURES TO BE TRENCH DRAIN (REFERENCE DETAIL 18/C-802). 10. "DIP" TO BE DUCTILE IRON PIPE (AWWA C151, PRESSURE CLASS 350). 11. "HDPE" TO BE HIGH -DENSITY POLYETHYLENE PIPE (AASHTO M252 AND AASHTO M294, TYPE S; DUAL WALL WITH SMOOTH INTERIOR). 12. "PVC" TO BE POLYVINYL CHLORIDE PIPE (ASTM D 3034, SDR-35), UNLESS NOTED OTHERWISE. 13. "RCP" TO BE REINFORCED CONCRETE PIPE (ASTM C 76), CLASS III UNLESS NOTED OTHERWISE. 14. "RCP - LRJ" TO BE REINFORCED CONCRETE PIPE WITH LEAK -RESISTANT JOINT, 0-RING RUBBER GASKET JOINTS WITH EXTERNAL BUTYL JOINT WRAP. 15. US RIM ELEVATION FOR CB IS AT EDGE OF PAVEMENT. 16. US RIM ELEVATION FOR DI IS AT CENTER OF GRATE. 17. US RIM ELEVATION FOR STCB IS AT LIP OF OPENING. 18. US RIM ELEVATION FOR MH OR JB IS AT TOP OF LID. 19. US RIM ELEVATION FOR CO IS AT TOP OF CAP. 20. US RIM ELEVATION FOR AD IS AT CENTER OF GRATE. STORM DRAINAGE NOTES 1. ALL PIPE TO BE INSTALLED AND BEDDED PER MANUFACTURER'S SPECIFICATIONS. REFERENCE DETAIL 17, SHEET C-800. 2. NO VEHICULAR TRAFFIC SHALL BE ALLOWED ACROSS PIPES UNTIL A MINIMUM OF 2' OF COMPACTED COVER HAS BEEN INSTALLED. 3. 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PROVIDED BY ALLEN GEOMATICS, P.C., P.O. BOX 89, ADVANCE, NC 27006. (336) 998-0218 LEGEND SYMBOL D oSTCB MH 0 PROPOSED CONTOUR PROPOSED INDEX CONTOUR PROPOSED SPOT ELEVATION PROPOSED HIGH POINT PROPOSED DRAINAGE SWALE PROPOSED STORM DRAINAGE PROPOSED AREA DRAIN PROPOSED SLAB TOP CATCH BASIN PROPOSED MANHOLE PROPOSED GRAVEL AND RIPRAP APRON PROPOSED HEAD WALL DETAIL ColeJenest & Stone Shaping the Environment Realizing the Possibilities Land Planning + Landscape Architecture + Civil Engineering + Urban Design 200 South Tryon Street, Suite 1400 Charlotte, North Carolina 28202 p+ 704 376 1555 f+ 704 376 7851 url+ www.colejeneststone.com A.M. KING 1610 EAST MOREHEAD SUITE 200 CHARLOTTE, NC 28207 ALDI EAST SPENCER IN -BOUND TRAFFIC IMPROVEMENTS -/- 1985 OLD UNION CHURCH ROAD EAST SPENCER, NC 28146 -/- -/- -/- -/- 17/C-800 4/C-800 NCDOT 840.04 NCDOT 840.52 18/C-800 _/_ REFER TO C-400 FOR GRADING AND DRAINAGE NOTES , 1'1T9NPC4 1. CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTING APPROPRIATE PARTIES AND ENSURING THAT ALL EXISTING UTILITIES ARE LOCATED PRIOR TO CONSTRUCTION. 2. CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADES, USING FLAG MEN, ETC., AS NECESSARY TO ENSURE THE SAFETY OF THE PUBLIC. 3. ALL PAVEMENT CUTS, CONCRETE OR ASPHALT, ARE TO BE REPLACED ACCORDING TO THE STANDARDS OF THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION, OR LOCAL JURISDICTION, WHICHEVER IS MORE STRINGENT. 4. SHORING SHALL BE IN ACCORDANCE WITH OSHA TRENCHING STANDARDS, 29 CFR, PART 1926, SUBPART P, OR AS AMENDED. GRADING AN DRAINAGEP Project No. 4773 Issued 12/10/21 Revised 02/11 /22 ",q\&.MF/�� - SEAL � .. n m : F-1409 p C-596 =Q;' ... 1 _.nl�� : I �'� •� ��_ nn. y 141 111111, ```%%- 02/11 /2022 N SCALE: 1 "=150' 0 75' 150' 300' Cm4OO The drawings, the project manual and the design shown theron are instruments of Bolton & Menk Southeast, LLC.. The reproduction or unauthorized use of the documents without consent of Bolton & Menk Southeast, LLC. is prohibited. 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E: 1582164.59 4 / � / a. ° �'�' a 4688.58 %fW% ' a - RIM: 691.15 6 1.73 s' / /\ / e4. 4_ • /i691.78 UEX- _- / / / \ \ \ 1// /,d °d /-/° ed� - l 685.84 686.43 . \ \ 4 ' ' 1-: 4 �� ° INV IN: 687.97 / - 691.65 e - . 691.73 \ - �• / / / d a / I A x INV IN: 687.97' / 65 \ a • '� 691.85 691.85 rO / /, - - \ \ , / / - a' 684.53 �• A d \ • .4 ° _ e 4 . 4 INV OUT: 687.77 691.79 / / - - / - - \ \ \ � �/ / Y - / j � , / : , :4 83.43 . - ' 84.00 c \ e • ° ° ' 11 \ ° . �° . \/. .: , � I .,A. Q 44' \ F_ 10_HDPE PROPOSED 691.35 -- / \\ �, �, // / / /'•, 4 / �ta° e. 4 e �• \ 4 ,\ 4 . "\ • , 4 AD-03• o O / / _ \ / + -- - 4 • \, , '. DISPATCH BUILDING a / / - _ __ \ / ^ / / / 1 / s°�2 / 683.23 ` \ - 6 I _ \ N: 704897.84 691.73 691.85 FFE 690.58 / / - \ \ / I/ / �� / \ •. e . a° '. I 690.04. E: 1582128.49' 691.16 .: SEE ARCHITECTURAL / / / / __ \ / , / / /b4� \ 88.32 U RIM: 690.80- /�° / / / / / \ MH-2 / / a / �,2 ��- 82.96 \ / / / /--_ / / .� 682.12 °' k a' _ - �\ d : 4, A INV IN:688.32 ' `/� // / - N: 704889.92 / ° ° \ - - - fi�x"" I 0 ° INV OUT: � / / / / / / E: 1581477.63 / / / / a a 7 � % - -'lim \ iri I e 4 _ \ -.a 690.30 - / / / / RIM: 680.39 / / / � 6g2 / _ - _ - - - - \ \ I 4 38 LF 8" HDPE •:s : :; ''• / / / ,' / ♦ / d \ \ 688.44 I I� , a / +691.85 691.21 • .. ' I y6 ; / / / / 680.47 // �- 6� / - - - \ \ \ \ �N\ \ J \ I d ° . 4 °. 4 ,A.•:: :.:691.84:. 691.18•' 690.49 •` /♦,/ / / 3' WIDE MEDIAN CURB. _ / /. ✓• / / / / -� ♦ \ \ �► I / I 4' ^, " 691.18 ., ;, ' 690.95 %✓ ' / / / CUT AT LOW POINT � / / / / I a' AD o4• _. •'>' :.•/�•'..• 690_35'; 1 / / / / / / / / a ° / / ♦0_ DITCH B2 SEE DETAIL I I I I I ° . a . t{' ' :>` ,.: a z. I / r'� / / .III h / / 21 /c-sot I I 1 4 N: 7o48so.s2 1 ♦ / / L / O^ / /., 4/ 680.52 p _� 1---- I I I I x I I e e e 4. ° ► ,, .:' h E: 1582124.68 690.22 ;' / MH-1 / / / / - _ _ _ \ 1 ° . • RIM: 690.92 >',/.. ► : ` 690.. - •s : 1 I // / / / N: 704837.43 / / // / / / - / / - _ _ \ I 1 I , I I I a : INV OUT. • ' •' i -, 690.48 '•'•• * A . . hl 1 I ♦ / / / E: 1581428.82 _ / / V. 19 - - _ r - _ \ 1 / 1 I I I I I 1 .e. •689.73 / t __ 1 / / RIM: 680.09 / /° - - - / \ / I . • e d e 1 4 ' ' `,• / / // / / / 4� ° 1 / / STCB-2 J_ - - \ i / / I i 1I i I I I A. 'X° 4 691.22 ° • ' h;690.76' • > • 689.95 1 // I / 1 / / / /. Q- / N: 704882.76 r \ I i I .. • a. I , : •", w 90.9, :. ' �6.. . I I I . • • / , / I I / i I I I I I . .. I ' 691.37 . ' 691.06'•': I• , : 4 �:: 689.63 I / / I / / , / / � 680.83 0 E: 1581565.58 \ 1 / / / / / / / / -�- � - /` / / ° ° 678.20 680.56 , /� RIM: 678.38 - - / 1 I 11 Al °• . e ° Q ° 4 a �•; . " :... • * ;!' ,• . e - / / / / / / 40 / / . 4; 680.00 / / INV OUT:674.00 r �TMH \ / / / / / I / I I & i a •'A' :4 a I a .:. . ; , �.. , 1 % / 1 / / / o / / / / / / sso.7o 680.92_ 67`b1.98 \ I I 14 ; ...:..;, ' : , • ' •ad,':,: : •'„ I 1 I r / I '�--f_1--1 I / I / / , , •., 1 Hw-2 / / .1 / / / / / - / / //�• ,4 s80.1s )�/_ // - - - Inv In 6 .98 / / / I I I ° • 4 •• ,// / e / -_ InD�Out b(�7.8 / /' I / ° / a a / 691.85 s 1• : ! ' .^�• i -b.� . I ry E: 1582320.10 I I / / / /I I // / . sso.29 // / I / / I I I I ° ° . e e . 4 ,. ; • •. • . ). t : ' / � / 15r RCP 40,63 @ 1.45 /_ I 4 a + 1 / / I I + • ' • / •' • .:�•' ;►►690.44 :. r` •- c / RIM: 685.96 k I / / / J �/ / / / q / / / I I I a.. ,. 689.67 9 I / / / / / I / /' I P, / 1 '% \ / \ / , / / / / / / I .4 4 . A / 692.16. .. ' ' :. "I' :. •'.: / 1 / / l • 680.22 /♦ 4� RC4 ? / / / I I I d �' e d . e - e : _ ,►• ,, 1 / SEE IN: 1 / / // // / / I / / . , / ,� / ' jC,3 '°/ b /\1 ) / // / ,/ / / / I / / // // / I I II e: 0 4 c ° ' ° / :....: 1 / C-Iso2 1 / / / / I ' / j/ / �/ '?9/ / 1 ' / / / / ' l r / / / / / / y / I I : ( .. a .. 4 s8s.7o 1 / I I / / / / I , / j' �� 1� // / / //// /26 / / / / // // / / / / // / / / / 1 I f / 691.23' •'. .. 1 I I I / / e „ y' J� / I / / / / 690.71 ° . � , . � a ° •..>' •'`690.85' .. �';i:690.08 ,,, I I 1 I l / // // / / ♦ / 4/.° j/ // /�J // /// `///// `- / 1 / / // / / / / / / / 1 ro°� _ ,4 ° j9� d 691.97 :►_( ' I I / I I 1 / • J40 / / / 1 / / / / / / / DITCH B1 SEE DETAIL :a , .� '• �..'..p ; Iy - I / I / - -` .... .. I 1 I T I l l l l / / / / / // / !/ r \ \ _ / / // / / / /' l / / / I e /%ea e e4 .. ° 6' " 1 / I I I / / / / � � • � . / / // - - Endue ipe / / / / / J / / / / / I 4 / -8 / . 4 :.�': j • . '.'s, .r: �', J 1 / I I I / / / / �4* / 1 / //i Jam} / 680.43 / / / / � I6 66 6i5 - / , / / / / / / � � / / / / / / / IN / m I 704 f��93. 4' ..; da �• . r ..'A ' :.:... i' .. ► ' I' ,1, ► ' / I I / / / / ♦ / 680 4s . / / 1 /6} � / / / � _ / / / / / / / / I I / ' • E: a �s 1s 1. 7 • 4 . d ° w� ' e ; ;\ • ; .•. e. , : ' a / / 1 1 / / / c / J - � �- - / / / / / / / °.I e 4, . N" ' t �; . =1 / / ♦ / / / 881.5s I / / 1 \\ --- .- / / / / / / _-- / / / 1 ` 4 • /5 :.36 4 ., '' .: I 1 I I I / / 1 / / I / / /' I / // ) I / ` - - - - - ' / / / / ! / / /� I i /--•�6 :.691.69 .. 691.33 e ; :� I I I / / / 1 ! , / 82.17 / I / / / I I I I I .• . /• I / / /r --/ / / II I / 0/ . 681.56 I \ -----a-'- /' / / / / / / -' _-_ / / /.e0. a Q° °' 692.75 r , •' Io0 1 I y I I / / i l I` \ r / // / / / ,_-- -- / e A 4 ra d A r go - m I I / . \ Vol /JV IiR+11r680�6% / / / - / ; ,..1,I : I 1 I I 1 / l / / / \ f J l -_ / / A - \ / / / L'i / , / ,4 . , � .. a � . I I I I I I I I / / 7 ' . ./` Jam} 680.8s \ - Inv OLI-t-66 .4 / __� / / i - - - / , I . . . 6s3.11 692.63 :691.74 691.19:: • I I I 1 I / �*.� �}\ - - - -/ / -4 \ / _ e , e 4 691.83 • +�' ► r• L • 8 1 I I I / r 1 / / / / a J• / \\ ---- / // -- / / / / e q . 4 693.02 •6.. i ► .. n ! ,$89.9iS I I 1 II/' / (L / / / / / I - - / V I / ' • . •4 ►:'' •'' ' • 1.. 6so.34 a I I 1 I I / SEE DETAIL 20/C-800 / / / 681.93 I _ - / - / / / - - + 4.0. I' • , 91.42 FOR TYPICAL / / / / / kZ I \ / � � __' / / / -.1 /' � / / 1 / - / I , I a . x A , /' ° A. Q ' • ' 4 t * ' '�� - ' 1 / 1 I I I 1 SHOULDER AND DITCH ♦ / / / e ° .58/ / / - - - - - / / / / / - / / A' ° d .: >, : / I I / / SECTION AT DRIVEWAY / / 4 + 3 WIDE MEDIAN CURB / - - - / ) / /A I 692.70 .39 1 1 , / I ♦ / / . ( J Imo} CUT SPACED AT 100' /-/ /// ---- /�-� / //- -/ --- /- x °'/. 6°� . . I / / 4 ' '►. 81.78 / J O.C. FROM LOW POINT, \ / / / - % - - / r I 693.55'• / , I I / AG - ' * / / � / a A / TYP. __ __ / / 655 - / / / - / / - / / I 1 691.75 Al ° , t I / � I N: 04 62 .72' f ♦ . �4 . /1 / / / / / i - *0 / I . / a . 8 . : a ..: A. 693.51 ss2.55 I / / / / / I i / -/ - / / -/ / / I I / E: / 1,581,�74.2�' ♦ a� / �+ �, / � / / - - / / / / I. .: 4 . - - '° _ ss3.42 \' � I o ♦� I / � / / / EVev: 58 x.31 ' ♦ �a / / r : ' I / / / / - / / - i / I / e / . �e , . �. / I I 60 ♦ / I / DITCH A SOUTH SEE ♦ / / / /c / \ ,A %I ,,, ,__� ._1 -1 -1 " -_ -_ -_ -_ -_ _ _� _� / 1_1� / � / A . 4 - . / . . . . . \. - - - 4 1 . . . . . I . . .1 *. , .. / .. I 40 100, I I / / / / / // / / / / / - / / / J / 4 , d \ '• 4 - • . e . '° ° I °' ° r I I 1 / / / /: I / / / / I a DETAIL 21 /C-802 / ♦ / ' / / / °/ / \ / l / / / / / C / / - / / / / / / ^ " / -_ e 4 ` Alo / e - 4' • ° \4 692.30 t I I / / I / / / /� / / / '/ /// ./ 683.29 I / / / / / / // //' /// / -/ �� I, 92.77' l ,. •. 4• ,'•1• 4 .. � ' /. •.d I I I / / / / / ♦ / / / / / 1 • ° I I I �_ - Idy d� . I / / / / / / / /I- -_ - / -_ �*A . . d A .. - . . 4 / - . .- . . .. / - - . ./ . It / / f / / / / / / /' / , , aa, / J�/ I / / - / / , / / - - __� i ,,/ I ' • • e . •° . . .: m I 1 / ' / / �/ / / 83.63 j J I I / / I I / / / / / / / / / /.° . e . 4 •4 , ° , A. 4. / ' ' , ' / • 4 I / 1 / / / / / ' i 1 1 � I I/ I I / / / / I / / / / -! / ___� __ / �I /__ / / / / / - / : / N i 1/ >.� 684.21: / // \ / I / , \\ I / / / / // / / N / I a, .p . 4. ..a , ' 4 .. ./ . .4°I. I 1 / / / / / / / I 1 \ •14•' /�� \ / V I I 1 / / / // // // / / / l , e A. 4A ° :a . • . 4e . _ 1/ / 1 / / l \ I \\ a I / \____l / / / / / / / / I / I 4 , ' / 4 I c / / / / / I \ 11 �� .4 I 1 4 /• / m 1 / I I 4 / 684.25 *� I I-----/ / / / / / / / / / // 1 4 / ° 4 a /b A•4 e e �/ I II / I / / I I \ 4 . / .. .'k - - -"I / �+ 685.29 / / / �/ n -// / / 4. - - --I- I- / ' / / , \, / / A / 685.10 / ^\ /l1L1 / \ �/ / � C 85.69 '' I �_' III __�� I I I I /**686.36 /_--- 1 I \ � \\ / \ _-�\ \ A___S \ \ \ \ \ I " / _ I 1 I � \ W **__ __ \ /III/ _ -- / / / r _ , Ir__�Zz - _'_. - - - e s _ ►� ► • a � a � o \ /-a�-- ,- I--- " RCP L, / � ` J 1-1 / CI Top BC 690.07' T._.. P1..t 11 A7 -%^I ;3.92 9 / I I--_ / // /// / // // // /I/ / --- I 1 I ° 4. A. a. : °'� A a/ 4 d: 4 A. /.. 4. II I / / / \ I \ I / / I / / / / � 1 \ \ . 693.76 ° 4 A. 4 / \ / / / / / / \ \ I I 4- . y - 4 P / 4 4 I / / / \ \ \ / J / 1 / / / / / / \ \ i ♦ 4 74 -�'l ° . 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I' ' " 1\ � / I \ \ \ I \ ° \ � //-// // \� \ \\ \` \ I x I ; I x \ ° e 1 4: e ° 14 I 0 / \ I 1 / -- -/ \ \ \ � \ \ \ \ I I I I I I .. 4 \., 4 1 • I 1 \ I - -/ / / -/ -/ \` \ \ \ \\ \ \ / I I I 1 I ° \ a° • •' Q 1 .4 ed1 .. a 4 g 1 I \ I ------ // / / // ` \ \\ � \ ` ' / I j I I , ' ° •1 . • I ' I • I 1 ' \ 1 I _ _ - ' \ / / / / / / / / / \ \ \ \ \ \ ) / / (b I 1 I 695.54' , , 694.68 ••. , . a . .1 c •692.00i 691.13 I 1 \ I 1 \ / / / 110, / \ \ \ \ ) / / / \ 4. I I ° Q I \ / // // // � � \ I\ \ \ 1 1 1 X .e :I . ° a • I . I I 1 \ I I I / / / / / � ____1 \ \ \ \ \ 7' ( / / / / 1 � � 694.51 p . � I• • 4 4. , ° ' I I I _ _ _ I / / / / / / / / / \ \ \ \ \ I I I \ / / , 694.30 h , a 692.11 692.06 1 11 1 \\ I I I xx x x- - L / _ _�/ // /� // // � rn \I 1 1 \\ \ I `\\\\ / �,` ss4.14° ./ % .:6/I . 0#0� \\ 11 x x x x x x xxx xxxx \ /T / /-- -----_L-__/ 1 rco \ 11 1\ \ \ \ \ \ \ \ ♦, / 4/ fp 0 \ /"� O \ --� // I // / \- \ -- i -I-+�-��--------- -4 �*.. ---- ��=-=- j -- v��- --�--- L---+--r--t-- \ _7____ 'I-, I If \ 1-11 h / / \ \ \ / / / / k , 4% %Mmmmm /I / 40 40 40 / / / / / \ \ / - - - - �- / / / > J \ \ \ -_ 6�� IN - _ - SSx -�- ` SSx - SSx -•v- �, yL/ SSx / ' % / - / \ � _ __ _ SSx y- SSx-- '§Sx / SSx-f O SSx I'l \0 ' / / \\ / / / �a I / - - -- / _ _ --_/ ------ --/ / �:: - ( \ / / d., /� ",',""I'll, .. . .. . .. .. , - �- -690-- ---- -� - - � - - _� - - - - -_ _ ___ _ _ -_ - _,/ ___j ___ __I . ... ... f__ - - - �� / //7 ��7� _-«f.�_ \_ \ \ \ \ I , �'ul is /�y�r varie ` - �K (Id/ 1 / / / / \ \ ` ; / 11 If \ \ \ \ \ I I I / // / _-- __/_ _: \ \\ \ \ \ / I I I / /_ -/ "I "I // / // / / \ I / / \\ \I I I / / ( //' -I ---_\ \ \ \ \ I I -�- -- -� - _ - / / /•_-�--T-- / -1- 1 _11.1 \ 1 1 I I I I I I I I / / --- -_I---\ \ \\ \ \ \ \ I I I I I / // -- ---1-1 ' / / / / I I I I I I I I I I I ( / I 11 // // \\ \ \ \ \ \\ \ \ \ � \\ \\\ \\ \ I / / I // -"I I / / / / SURVEY DISCLAIMER TOPOGRAPHIC SURVEY ISSUED OCTOBER 26, 2021. PROVIDED BY ALLEN GEOMATICS, P.C., P.O. BOX 89, ADVANCE, NC 27006. (336) 998-0218 0�\� ,�- a Ilia �f, 710J 6�,"682 ' T7oM.'a ____' - ra�n68212,0J-R6&reM aar691 _731 \ 680.8P' 92.75 30 �� 6�0. l\ \\684.2 - , 29" r693_4ZO 7 - - - `- r I ` i665 �' a a f 93.76 I \\ �`' / �-1 686.36�� Yid 1' Ali,/ I \\� 660 ` - _ r69W694.aU 06'F- - -- 6�o co !� _„� 1_.,_. f .' . , ' " /il /� pl y `r ,-, _� �,,,,. �,! %��=l'!/ice N SHEET KEY N.T.S. T LEGEND SYMBOL PROPOSED CONTOUR 100 PROPOSED INDEX CONTOUR 100.00x__> PROPOSED SPOT ELEVATION ,x\ PROPOSED HIGH POINT PROPOSED DRAINAGE SWALE PROPOSED STORM DRAINAGE D PROPOSED AREA DRAIN STCB ❑ PROPOSED SLAB TOP CATCH BASIN MH oPROPOSED MANHOLE PROPOSED GRAVEL AND RIPRAP APRON HW PROPOSED HEAD WALL ColeJenest & Stone Shaping the Environment Realizing the Possibilities Land Planning + Landscape Architecture + Civil Engineering + Urban Design 200 South Tryon Street, Suite 1400 Charlotte, North Carolina 28202 p+ 704 376 1555 f+ 704 376 7851 url+ www.colejeneststone.com A.M. KING 1610 EAST MOREHEAD SUITE 200 CHARLOTTE, NC 28207 ALDI EAST SPENCER IN -BOUND TRAFFIC IMPROVEMENTS DETAIL -/- 1985 OLD UNION CHURCH ROAD EAST SPENCER, NC 28146 GRADING AND /_ DRAINAGE PLAN -/- - /- 17/C-800 Project No. 4773 4/C-800 Issued 12/10/21 NCDOT 840.04 NCDOT 840.52 18/C-800 Revised 02/11 /22 REFER TO C 400 FOR GRADING AND DRAINAGE NOTES ��OoM, %0�NF)RP Rq•.•. -n , u- cSEAL TF` i m -* F-1409 -•,; C-596 7: 0'/CAR0�-- o' wM. 4 1 Nh oo /e j""s .dt . 011111 o, N •C ', ' 0� ' •, ? : :0, S - 5 SCALE: 1 "=40' 0 20' 40' 80' ....� I. 1 • .- r11m a l►P%�02/11 /2022 I � I Cm401 1 : IN 1. CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTING APPROPRIATE PARTIES AND ENSURING THAT ALL EXISTING UTILITIES ARE LOCATED PRIOR TO CONSTRUCTION. The drawings, the project manual and the design 2. CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADES, USING FLAG shown theron are instruments of Bolton & Menk MEN, ETC., AS NECESSARY TO ENSURE THE SAFETY OF THE PUBLIC. Southeast, LLC.. The reproduction or unauthorized use 3. ALL PAVEMENT CUTS, CONCRETE OR ASPHALT, ARE TO BE REPLACED of the documents without consent of Bolton & Menk ACCORDING TO THE STANDARDS OF THE NORTH CAROLINA Southeast, LLC. is prohibited. DEPARTMENT OF TRANSPORTATION, OR LOCAL JURISDICTION, WHICHEVER IS MORE STRINGENT. Bolton & Menk Southeast, LLC. 2021 4. SHORING SHALL BE IN ACCORDANCE WITH OSHA TRENCHING (O STANDARDS, 29 CFR, PART 1926, SUBPART P, OR AS AMENDED. 7 IN, \ I IN \ \\ \ ) IN, IN Eev- �',,582�5�54 5'85;ol - _--------__ _ --� / / / / / / / / ' / / 1 ' I I 1 ' I I I I I / / / // / / / / /' ///'//' /�/'/ //' ^ \ \�\�\\ \\\\ \ �\ \\_ ' - r ---------__ - -�i�♦ l - - - ------�i��/ I \ \\\ \ ._______--- ♦ 1 \\ � �II�}-��,^ / /' I I 1 \ \ \ \ � \ \ \ \ \ \ \ \ 1 I I / / / / / / / / �/ / / / // / / / / / \ \ \RIB ��7•� \ 1 �ti � \NVY�6'90. 1� \ /� 1 I�. // ,/ ♦ I `Ind t �90.1�4�694.18 �' 693.79 694 ♦/ 693.59 4f °: s93Wo :n' . a / E2'B ilding►Boarder A. 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N: 705853.31 Building CONNECT TRENCH DRAIN 100 LF 8" ACO POWERDRAIN _ I I I I I I / E• RI582521.14 FFE @ Door 696.42 S200K LOAD CLASS F INV IN: 691.01 RIM: 692.12 INV OUT:691.011 I Rim 692.16' Inv Out 691,36' N: 705850.73 / // , / \ \ - , // / / / / / / / / / / ^ / I I I I I I I I E: 1582523.14 RIM: 696.171 INV IN:691.041 I-ol / /// / / / , / / / , /, / / / / ' I / / I I I I I I I INV OUT.691.04 �� // / /// / // / //j // / // I l I I I I I II I I� ' / // // � / /, //, // / I I I I I I I I �xl / 3 �xM ---/' / // ///// //// / / I I � / I 1 I I ' ' I I 59l // ' / /// / / / // / /// / / / ///j' / / ' / I I I 1 j I I ' ' I I I Y I I / I I STMH \ \\ \ \ \\\ �\ \\ \\ \ / ' / // / / '/ "%' ' // / // "/ / // '/' / / / / I I I 1 , I 1 0 I✓/ I ( I I Rim 695.73' 09 I Inv In 688.93' North Inv In 692.01' BLD \ \\ \ \ Inv Out 688.75 \\\\ \ \ `\ \\ ,� \\ \\\ \ \ \\ / / / I / I I / /' /'/ //// //'/ / // / / / / / II Possible Buried STMH 241, pCp 3 ,o / / / I ► I I � WW _ � / / / / , / I FH o IQ, B'Rf Building \ ®�4FFE @Door 696.38 Rim 693.36' , / 698,91 ., Inv Out 689.78' Ir \ CI /11 8 II I DI To B/C 695.52 )/ 698.21. I - - - `� I Rim 693.33 P I� / / I /• l 11 Inv In 685.46 , I I I I Inv In 6888. Inv Out 685.44 Tssx- 241�\RCPInv Out 688.510 63.49' @ 2.38% / I ' I'• './, / � �1• 1 II 15"RCP 40.05' @ 3.35% 1 �. 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".. •. �� ►.• S 695.3 sx -� ss _ i�,+ \ / // �� i 'r y - �: ." �o �� ssx -f- ssx-c-� O \ • O Wx -� � /I -•• / �� , � - - //j/ •:� �� x/ / \ /� 694.49 lglg'll ll' l' l l I I / / / / '- ' °'. : . �� 694.88 ° r / / / / I / \ EC Building Boarder 694.05 ...:. '.; I 1 - - - - - - - - - - - / 4,,5 / �y4. 4/ � 693.93 ' ' l/ �,/� // :. 694.63 / / I ► l I 1 1 / / l rl �ii� l l // / / / ! .''•. B d / /' 1 I I I 1/ I' I I I I I I I l l l' gll l l/ 11 �l / l /� / /� / / :• . ..•'�:.'.► 6T 5 I F g or )% 694`46 wx I le,..; . •, * ::•. / __ W 1, , l - _ i/// �/' I / B 694.0$'' 1 1 1, l I l , / / Y / a .•. ' •'..,s94.37� ' I ° - - //fb /79 6.57 94I 1 _ - ::. EC Building Boarder- �Ifr682 01 �� ' 693.66 '•:'!,'° . . 693.77 - 693.99 Building , . s94.66 -Ns FFE @ Door 692.03 IMI IIII ' / ' '/4 I- ♦ x�� ''k:� SEE SHEET C-401 I/ //�j{�p § � \/ �` fi --'% ^? '■\,G1 oil nii+ mac[ -n n nno \_ I . ,.�� • � ►- :'_:�♦�:' ////////////// SURVEY DISCLAIMER TOPOGRAPHIC SURVEY ISSUED OCTOBER 26, 2021. PROVIDED BY ALLEN GEOMATICS, P.C., P.O. BOX 89, ADVANCE, NC 27006. (336) 998-0218 r� _ C �f�qq -�=- '6969 t5�5 =� %eQ Z698.2e4%pl 7^Oor (« 1 ) 694.62 F695 37 0rn ` 694:4 r 3.771�2 j `O 0 690.70-'- _ gw.'M _ 0 �G,�B826 t�-q � i?;"4691.731 - 67>582.12>>w'� 69fi.69G.u4- - i� 680.feA, rsau.95 �� 6.8c, _42 92.75:3 _ -, l \\684.21 683.29 - -Di776, ��- t a34.Z5/, s93.a �s- ^ N SHEET KEY N.T.S. LEGEND SYMBOL D oSTCB MH 0 PROPOSED CONTOUR PROPOSED INDEX CONTOUR PROPOSED SPOT ELEVATION PROPOSED HIGH POINT PROPOSED DRAINAGE SWALE PROPOSED STORM DRAINAGE PROPOSED AREA DRAIN PROPOSED SLAB TOP CATCH BASIN PROPOSED MANHOLE PROPOSED GRAVEL AND RIPRAP APRON PROPOSED HEAD WALL DETAIL ColeJenest & Stone Shaping the Environment Realizing the Possibilities Land Planning Landscape Architecture + Civil Engineering Urban Design 200 South Tryon Street, Suite 1400 Charlotte, North Carolina 28202 p+ 704 376 1555 f+ 704 376 7851 url+ www.colejeneststone.com A.M. KING 1610 EAST MOREHEAD SUITE 200 CHARLOTTE, NC 28207 ALDI EAST SPENCER IN -BOUND TRAFFIC IMPROVEMENTS -/- 1985 OLD UNION CHURCH ROAD EAST SPENCER, NC 28146 17/C-800 4/C-800 12/10/21 GRADING AND DRAINAGE PLAIV� Project No. 4773 NCDOT 840.04 NCDOT 840.52 18/C-800 REFER TO C 400 FOR GRADING AND DRAINAGE NOTES FrIT'i 1. CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTING APPROPRIATE PARTIES AND ENSURING THAT ALL EXISTING UTILITIES ARE LOCATED PRIOR TO CONSTRUCTION. 2. CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADES, USING FLAG MEN, ETC., AS NECESSARY TO ENSURE THE SAFETY OF THE PUBLIC. 3. ALL PAVEMENT CUTS, CONCRETE OR ASPHALT, ARE TO BE REPLACED ACCORDING TO THE STANDARDS OF THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION, OR LOCAL JURISDICTION, WHICHEVER IS MORE STRINGENT. 4. SHORING SHALL BE IN ACCORDANCE WITH OSHA TRENCHING STANDARDS, 29 CFR, PART 1926, SUBPART P, OR AS AMENDED. Revised 02/11 /22 O�;•�o SEAL r�`• n Co F-1409 yp� C-596 foleJenes�`,d��. N .� •� S 5 02/11 /2022 N SCALE: 1 "=40' 0 20' 40' 80' Cm402 The drawings, the project manual and the design shown theron are instruments of Bolton & Menk Southeast, LLC.. The reproduction or unauthorized use of the documents without consent of Bolton & Menk Southeast, LLC. is prohibited. OBolton & Menk Southeast, LLC. 2021 c