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HomeMy WebLinkAboutSW3240704_Plansheet - Cover Sheet_20240805 a v 0 a z g o P SITE z ~ LU S MS 4 co p LU Z LU 0 UIL B DING GROUP BEULAH = CHURCH RD. mm a mr a � C � m o � m LAND DEVELOPMENT SET O O O O O, CN VICINITY MAP Co OF SCALE: 1" = 500' HIDDEN ESTATES Sheet List Table ShWEDDINGTON .. UNION COUNTY .. NCeet Number Sheet Title CS COVER SHEET GO.1 GENERAL NOTES PREPARED FOR : C11.0 OVER EXISTINGALL SITE AONDITIONS AND DEMOLITION PLAN C1.1 SITE PLAN C2.0 OVERALL UTILITY PLAN ENCOMPASS BUILDING GROUP EC1.0 OVERALL EROSION CONTROL PLAN EC1.1 EROSION CONTROL DETAILS 1016 WAXHAW / INDIAN TRAIL RD , EC1.2 EROSION CONTROL DETAILS EC1.3 EROSION CONTROL DETAILS INDIAN TRAIL N C 28104 C3.0 OVERALL PAVING, GRADING, & DRAINAGE PLAN C3.1 PAVING, GRADING, & DRAINAGE PLAN C3.2 DRAINAGE PROFILES C3.3 PAVING, GRADING, AND DRAINAGE DETAILS TM # 4775-25-2950 C4.1 NCDOT DRIVEWAY LOCATION C4.2 NCDOT SIGHT DISTANCE PLAN & PROFILE C5.0 OVERALL SITE MAP NCDOT DRIVEWAY PERMIT NO . : D 103-090-23-00108 MARCH 14, 2024 REVISION HISTORY J -29589 .0000 50•-0" (MINIMUM) RIGHT-flF-WAY 18'-0" SHOULDER PAVEME377 SHOULDER BITCH A I I UNION COUNTY KSC II/2/23 1/4" PER FT. [TYP.] 1/d' PER FT. {T1P.] REV. NO. REVISION BY DATE SUBMITTAL HISTORY NOTES" 1- SUBGRADE SHALL BE COMPACTED TO A DENSITY OF 100%IN ACCORDANCE WITH AASHTO-T" AND NCDOT SPECIFICATIONS SECTION SDO. 2- AGGREGATE BASE COURSE SHALL 8E COMPACTED 70 A DENSITY a 1 1/2• BITUMINOUS CONCRETE SURFACE COURSE, S9-5B PREPARED BY : pF 100� NCDOT I/19/24 3. ASPHALT COMPACTkON SHALL BE IN ACCORDANCE WITH NCDOT 1 1/2" 61TUMiNOUS CONCRETE SURFACE COURSE, S9.56 SECTIOr+ 610- TOWN OF WEDDINGTON I/19/24 � 10" OOMPACTED AGGREGATE BASE COURSE OR 5" BITUMINOUS NCDOT 9/8/23 4, IF REQUIRED BY THE TOWN, TESTS SHALL BE CONDUCTED BY AN L"J CONCRETE BASE COURSE, B25.00 \\\\\\\1111111I////// INDEPNDENT TESTING FIRM AT THE DEVELOPERS EXPENSE- 0 CA �/* \\\\\II111111///// � �H ... RO �4 ����\ CA / TOWN OF WEDDINGTON 7/II/23 S- FINAL LIFT OF PAVEMENT SHALL NOT BE PLACED UNTIL AFTER ��` O� SSA ' ���/ �i� ���` C� RO 80%OF HOME SITES ARE DEVELOPED- THE FINAL LIFT OFoFE �7 PAVEMENT SHALL NOT BE PLACED FOR STREETS THAT S R BE A`� L!/ < �� Is •. SUBMITTED TO DATE USED TO ACCESS FUTURE PHASES UNTIL THOSE PHASES REACH 80%BUILp-Oi1T, THOMAS THOMASEAL = = & HUTTON 050698 _ _ ENGINEERING CO ' 05-13-2024 �F•'•. No F-0871 .:•o � THOMAS GINE min i�tiq ..... `�� ��i� TF 0 F A�jN �O & DATE=SEPTEMBEF, Z0'114 SCALE. NTH *4 NAN 111100 ``• 14/q/IFn1111100 • mr. F4 I�EVISIONs TYPICAL SECTION TOWN OF WEDDINGTON ////111111111\\\\ H U T T O N STANDARD DETALS 1:43 RESIDENTIAL LOCAL STREET WITH WEDDINGTON, N.C. HUTTO N 1020 Euclid Avenue SHOULDER AND DITCH ROADWAY STU. NO- Know what's below. FI 100 Charlotte, NC 28202 Cal before you dig. p.980.201.5505 www.thomasandhutton.com