The URL can be used to link to this page

Home My WebLink AboutSW3220304_Plansheet - Proposed Conditions_Site Plan_20220323STAKING AND MATERIALS NOTES 1. ALL DIMENSIONS ARE TO BACK OF CURB, FACE OF BUILDING, EDGE OF PAVEMENT OR CENTERLINE UNLESS OTHERWISE NOTED. 2. ALL DIMENSIONS ARE AT 90 DEGREES UNLESS OTHERWISE NOTED. 3. ALL BACK OF CURB RADII AT PARKING LOT ISLANDS ARE 4.0-FEET UNLESS OTHERWISE NOTED. 4. PARKING STALL DIMENSIONS ARE 20.0' (TO FACE OF CURB) X 9.0' WIDE UNLESS OTHERWISE NOTED. 5. ALL BACK OF CURB RADII AT ROADWAY INTERSECTIONS SHALL BE 20-FEET UNLESS OTHERWISE NOTED. 6. REFER TO ARCHITECTURAL PLANS FOR ACTUAL BUILDING DIMENSIONS. 7. ANY DISCREPANCIES BETWEEN THE CONTRACT DOCUMENTS AND ACTUAL FIELD CONDITIONS SHALL BE CALLED TO THE ATTENTION OF THE OWNER AND ENGINEER PRIOR TO PROCEEDING WITH THE WORK. 8. THE CONTRACTOR SHALL CONTACT ALL OWNERS OF UTILITIES, EASEMENTS, AND RIGHTS -OF -WAY, PUBLIC AND PRIVATE, PRIOR TO WORKING IN THESE AREAS. 9. ALL ASPHALT PAVING SHALL CONFORM TO THE APPLICABLE PROVISIONS OF THE NCDOT STANDARD SPECIFICATIONS FOR ROADS AND STRUCTURES, LATEST EDITION. 10. CONTRACTOR SHALL FURNISH AND INSTALL ALL PAVEMENT MARKINGS AS SHOWN ON THE PLANS. 11. ALL SIGNS, PAVEMENT MARKINGS, AND OTHER TRAFFIC CONTROL DEVICES SHALL CONFORM TO THE LATEST EDITION OF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) AND APPLICABLE NCDOT STANDARDS. 12. ALL DRIVEWAY PAVEMENT MARKINGS SHALL BE THERMOPLASTIC PER NCDOT STANDARD SPECIFICATION 1087. 13. ALL PARKING STALL STRIPING SHALL BE 4-INCH PAINTED YELLOW LINES, UNLESS OTHERWISE NOTED. 14. STOP SIGNS SHALL BE R1-1, 30"x30". 15. NO DEMOLITION LANDFILLS ALLOWED ON SITE. ZONING CODE SUMMARY PROJECT NAME: ALDI EAST SPENCER TAX PARCEL #: 054-009 OWNER: ALDI, INC. ZONING: 85-ED-2 JURISDICTION: TOWN OF EAST SPENCER EXISTING USE: WAREHOUSE GROSS FLOOR AREA: OFFICE WAREHOUSE EXISTING: 13,750 520,550 NEW: 4100 -- TOTAL: 17,850 520,550 LOT SIZE: 273.3 AC IMPERVIOUS AREA COVERAGE: EXISTING: 1,110,780 SF NEW: 216,100 SF TOTAL: 1,326,880 SF NEW BUILT -UPON DENSITY: 216,100 SF / (11,904,948 SF - 1,110,780 SF) = 2.0% YARD REQUIREMENTS: SETBACK (FRONT): 40' SIDE YARD: 40' REAR YARD: 40' PARKING DATA FOR DISPATCH BUILDING (OFFICE USE) REQUIRED: 1 SPACE/200 SF = 4100 SF/200 SF = 21 SPACES PROPOSED 88 SPACES NEW DISPATCH BUILDING AND PARKING EH OU SE G SURVEY DISCLAIMER TOPOGRAPHIC SURVEY ISSUED OCTOBER 26, 2021. PROVIDED BY ALLEN GEOMATICS, P.C., P.O. BOX 89, ADVANCE, NC 27006. (336) 998-0218 LEGEND SYMBOL 4't. (i ✓QM. �trt. �r�� 0 0 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 PROPOSED SIDEWALK 3/C-80, 1985 OLD UNION CHURCH ROAD EAST SPENCER, NC 28146 PROPOSED ACCESSIBLE RAMP PROPOSED STOP SIGN LIGHT DUTY CONCRETE HEAVY DUTY CONCRETE 4/C-801 DIMENSION. CONTROL2LA11 11 /C-801 11 /C-801 PROPOSED 2'-6" CURB & GUTTER 12/C-801 I b 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. Project No. 4773 Issued 12/10/21 Revised 02/11 /22 SEAL i n co F-1409 p C-596 =Q;' S 11H►►;``��°. 02/11 /2022 N SCALE: 1 "=150' 0 75' 150' 300' Cm200 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 / 1 1 SEE SHEET C-202 o THERMOPLASTIC PAVEMENT MARKINGS PER NCDOT STD. TYP. WHITE GORE LINE WITH .4 DIAGONAL CHEVRON TIE TO EXISTING C&G, TYP. EC Building Boarder a DUAL EV CHARGING PROPOSED 5' SIDEWALK n1l PORT, TYP. OF 6; TO MATCH EXISTING REFER TO ELECTRICAL PLAN �I: '�:1 I/,I I I I I I I I I nn 1 0 1 M-] 1 � 1-1 % ip Lj��"7 LP PROPOSED FFE ARD HOUSEa] I I I SEE ARCHITECTURAL NEW DOUBLE SWING EC STOP SIGN oncre e 1 CURB LOCKABLE PIPE RAIL GATE (TYP) FLUME ACCESSIBLE RAMP, BC TYP. SEE DETAIL SEE DETAIL 19/C-801 T4/C- 801 CONC. SIDEWALK PAVING O AT ISLAND, TYP. L I \ O ~ O° e O° .1 Oo S YELLOW DIAGONAL SCQI2 LINES AT 20' O.C. _ 0 ° � " " � � DOUBLE YELLOW PROPOSED 6 X 18 P END CONCRETE 1 VERTICAL CURB ISLAND. �► �� CENTER LINE MEDIAN SEE DETAIL 2/C-804 F F ° o _ - - - - - - - - - - - - DOWEL HD CONC. PAVING o DOWEL TO EXISTING AT N - Q- o ISLAND PATCH AREA. SEE d ° ° DETAIL 11, 18/C-801 AND AT 30' O.C. 4 0 �' ' WHITE MINI SKIP LINES . � � FLUSH CURB AND RAMP 20/C-802 TYP. MINI SKIP LINES d 4 d ° TYP. o END CONCRETE er 4. ° d 33.60' : '14,7 6 5 `n MEDIAN '' MEET &MATCH ^' ° d / ° _ 4 0 - CONCRETE MOW STRIP, EXIST. C&G OO 4 INSTALL 3' WIDE MEDIAN BREAK FOR DRAINAGE AT ROADWAY LOW POINT AND SPACED AT 100' INTERVALS MEASURED FROM THIS 1 POINT, TYP. 1 WHITE 10 / 30 SKIP LINES a TYP. � , ' • / ' e DOUBLE YELLOW CENTERLINE a 4a , NEW CONC. PAVING AT ° DRIVEWAY, TYP. ,I DOWEL TO EXISTING PER d DETAIL 20/C-802 TYP. ; e DIRECTIONAL ARROW MARKINGS, TYP. � ,� / I PROPOSED LIGHT FIXTURE, TYP. SEE ELECTRICAL PLAN , /.A 4' 2' RAISED CONCRETE MEDIAN PER NCDOT STD. 852.01 EXCEPT WITH 6" SIDE TAPER FOR 12" TOP 4 / WIDTH; SEE DETAIL 20/C-801; 'A INSTALL 3' WIDE BREAKS AT 100' O.C. FOR DRAINAGE, TYP. 4 A d If INSTALL WHITE TUBULAR MARKER 4 PER NCDOT STD. 1266.01, e4 20' O.C. AT CENTER OF CONC. MEDIAN, TYP. 4 o' e. • e ° 4 a ' 10 � 1 � I i 1 � 1 �*4111 O O x x x x x x x x x x x x xxx�x l xx e 's Le J ,n •• ° .• _ _ a, . _ SEE DETAIL 3/C-801 8.00' ° o. a ° ° 4 , ° c 4 a ' d ° PROPOSED Oo i DISPATCH BUILDING ° o e WHITE DIAGONAL LINES ° 691.85 FFE I� \ SOLID WHITE 4" 4 AT 8' O.C. '•` SEE ARCHITECTURAL LANE LINE ° ` PROPOSED FLARE GUTTER, TYP. � ° • STOP BAR, TYP. r STOP SIGN e e-a ° Cn SEE DETAIL 19/C-800 e ' - (TYP) 0 q d `•., . _ f v � ♦ c _ e 4A �1� r ".4 R > ,PROPOSED ACCESSIBLE - ♦ d ° q :'`' ; : , :.'•' Z S PARKING & SIGNAGE, TYP. SEE DETAIL 1 /C-801 PROPOSED INBOUND DIRECTIONAL ACCESSIBLE 4 •► •.; , : to 00 TRUCK PARKING; ° °' ° : , RAMP. SEE DETAIL ► .. .4 • ► •' �'• o so CONC. PAVING, TYP. ; 17/C-801 : • , •, . , •,.:. : I '• 17.00' , CONSTRUCT 2'-6" CURB AND ! c e a _ PROPOSED TRUNCATED ,• P , • .'• , GUTTER WITH 2' WIDE CURB ° a .. 4 0 I 1 OPENINGS SPACED AT 25' O.C. I DOME WARNING, TYP. 4 •• : "` 2A.00' ON BOTH SIDES OF ENTRY / a, SEE DETAIL 3/C-804 :. , .Q • 1 ACCESS ROAD SEE DETAIL ° ' ! r ,' . 4 : 4 ► • EXTOEND EHDSCONCALPAVING 12/C-801 (TYP) 1 11.a ° d °'4 ° 9.00' •' 's ►.. r ► �� 0 ! ° Q 4 :° v . . ° . :..e, . ' ` . .> ' ,> ... 1 OR MAKE OPTIONAL ! 4 , .•e •. ; •' Q 1 SEPARATE SIDEWALK POUR 4 e ° a e ° ° 4' a ►�: •► , . 14°00'i i'> ' :40 00'6: ' i 2�4.00' •,1 0 1 -'M 200 • ° TO F.C. ,•.� ►' . r A I.., .'. e e ° 4 .'..� .: of j. _ .. 4 Y ' 4 •' N 6' CONC. WHEEL STOP O 1 ° :4 ► .. OFFSET 1' FROM PVMT. QiA d ' 4 0.:. P: ; EDGE, TYP. 4 ` et. • \ 4 ,i• A. •'•'• p. r ° n °:. 'e0: 4 a 250 ►• > ::• ►6:'- 0 1 ' ► . 0 1 1 tA • r.. 0 1 PROPOSED 2'-6" CURB ►' .• 4 ► • : 1 AND GUTTER AT A. •:'.' •.• : .• .. •';::.k.c ' 4 ISLANDS, TYP. SEE : ° e DETAIL 12/C-801 ► : " ' �•'��``. ► ' 1 0 '° ► 1 91.00' PROPOSED CARRIER ' 40 AUTO PARKING; CONC. PAVING, TYP �i a a' , I 3' WIDE CURB FLUME 40 FOR DRAINAGE 44 ° °ld4 e 70.00' 4 0 1 TYP ° 4° a 4° • e PROPOSED LIGHT FIXTURE, TYP. SEE ELECTRICAL PLAN 4 4 ° ° . " , 4, ! 1 e 1 '4 a 4 0 ; 8' CONC. WHEEL STOP 1 a a OFFSET 1' FROM PVMT. 1 a 4 e e 4 ° EDGE, TYP. , a . 1 `. a• a e 4. 0 1 °A.1 a. 112.00' 4* 1 ! a e .e . 'A n 4 1 e A. d• ° 1 1 Q 0 ! .'A 1 ! '4 252.00' _ 1 1 ° .° '� 1 1 0 �° 4Q 1 °.'a d 1 1 4 ' .4 e 1 1 o 1 1 N a° 1 e de d ° pa ° 4 Q 1 4 • 40' FRONT SETBACK 1 a a 1 1 _ A1 1 112.00 1 ♦, e ---- _____ ♦` a °.. d. ° — — — — — — — — — — — — _ _ I ULU UT ion CA urch it Public R/W varies 7E)oad SURVEY DISCLAIMER TOPOGRAPHIC SURVEY ISSUED OCTOBER 26, 2021. PROVIDED BY ALLEN GEOMATICS, P.C., P.O. BOX 89, ADVANCE, NC 27006. (336) 998-0218 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 SHEET KEY N.T.S. INmBOUND TRAFFIC T LEGEND IMPROVEMENTS SYMBOL DETAIL PROPOSED SIDEWALK 3/C-801 1985 OLD UNION CHURCH ROAD EAST SPENCER, NC 28146 r. . PROPOSED ACCESSIBLE RAMP 4/C-801 DIMENSION. S— PROPOSED STOP SIGN -/- CONTROL PLA ` LIGHT DUTY CONCRETE 11 /C-801 d HEAVY DUTY CONCRETE 11/C-801 PROPOSED 2'-6" CURB & GUTTER 12/C-801 Project No. d77-1 Issueu 12/10/21 Revised 02/11 /22 v FtP OR -1i c° SEAL F n m F-1409 p C-596 ZQ;' "if III, 0 02/11 /2022 �I� SCALE: 1 "=40' 0 20' 40' 80' I � (517 Cm201 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 STANDARDS, 29 CFR, PART 1926, SUBPART P, OR AS AMENDED. r / / / / / / / / / PROPOSED CONCRETE PAVING, TYP. DOWEL TO EXISTING PER DETAIL 20/C-802 TYP. PROPOSED CONTINUOUS RAISED 2'-6" CURB AND GUTTER AT TREE ISLAND, TYP. , PROPOSED 5' CONCRETE SIDEWALK (TYP) CONSTRUCT 2'-6" CURB AND GUTTER WITH 2' WIDE CURB OPENINGS SPACED AT 25' O.C. AT PARKING PERIMETER rE I I I I I I I I I I I I I I I I I I I I I I I I I - , PROPOSED HEAVY DUTY CONCRETE, 30.00 t SEE DETAIL 11, 18/C-801 AND 20/C-802 I I I I I I TIE TO EXISTING CURB AN GUTTER, TYP. CONC. PAVING AT NEW PARKING, TYP.. DOWEL TO EXISTING PER DETAIL 20/C-802 TYP. PROPOSED CONTINUOUS RAISED 2'-6" CURB AND GUTTER, TYP. SEE DETAIL 12/C-801 �10♦ TIE TO EXISTING CURB AN GUTTER, TYP. STING CONCRETE PAVING , R40.0� I . n ,♦ I ° ° ° TRENCH DRAIN; SEE GRADING PLAN o ,♦ L0 A A.° °d 5 .00' 2 .00' I I PROPOSED RETAINING WALLS FOR NEW CONC. SIDEWALK TRUCK DOCK WELL; SEE STRUCTURAL EXISTING WAREHOUSE BUILDING SURVEY DISCLAIMER TOPOGRAPHIC SURVEY ISSUED OCTOBER 26, 2021. PROVIDED BY ALLEN GEOMATICS, P.C., P.O. BOX 89, ADVANCE, NC 27006. (336) 998-0218 �OII r � N SHEET KEY N.T.S. LEGEND SYMBOL PROPOSED SIDEWALK PROPOSED ACCESSIBLE RAMP S— PROPOSED STOP SIGN LIGHT DUTY CONCRETE HEAVY DUTY CONCRETE PROPOSED 2'-6" CURB & GUTTER 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 3/C-801 1985 OLD UNION CHURCH ROAD EAST SPENCER, NC 28146 DIMENSION. CONTROL PLAN 11 /C-801 11 /C-801 12/C-801 I I 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. Project No. 4773 Issued 12/10/21 Revised 02/11 /22 & MEti v , •'' FtP ORq •• �i SEAL F n m F-1409 p C-596 ZQ;' ,,; ►►Pt`02/11 /2022 N SCALE: 1 "=40' 0 20' 40' 80' Cm202 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 SEE SHEET C-201 _i