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SW5220302_Plansheet C0.0 - Cover Sheet_20220406
STORMWATER SUBMITTAL NORTH CAROLINA NATIONAL GUARD JFHQ RALEIGH HELIPAD 1636 GOLDSTAR DRIVE, SUITE2600 RALEIGH, NORTH CAROLINA 27607 PROJECT TEAM CIVIL ENGINEER TIMMONS GROUP CONTACT: MR. FRANK SLINSKY PHONE: (919) 866-4505 5410 TRINITY ROAD, SUITE 102 RALEIGH, NC 27607 AVIATION CONSULTANT & ELECTRICAL ENGINEER DELTA AIRPORT CONSULTANTS CONTACT: MR. JOSEPH SHELL PHONE: (804) 218-9676 1750 E. INTERNATIONAL DRIVE, SUITE 3 RALEIGH, NC 27623 OWNER NORTH CAROLINA NATIONAL GUARD CONTACT: MR. ROBERT BRYANT PHONE: (919) 664-6116 1636 GOLD STAR DRIVE, SUITE 2600 RALEIGH, NC 27607 SCHEDULE OF MATERIAL TESTING SERVICES ❑ No special inspections required for this project ■ MATERIAL TESTING BY THIRD PARTY The following sheets comprise the required schedule of material testing services in this project. The construction items to be inspected are as follows: ■ Verification of Soils ■ Excavation and Fill ❑ Piling and Drilling Piers ❑ Modular Retaining Walls ■ Reinforced Concrete ❑ Post Tension Slab ❑ Pre -cast Concrete Erection ❑ Pre -stressed Concrete ❑ Inspection of Pre -cast Fabricators ❑ Inpection of Structural Steel Fabricators ❑ Structural Masonry ❑ Welding E]High Strength Bolts and Steel Framing Insp. ❑ Sprayed Fire -Resistance Materials ❑ Exterior Insulation and Finish System ❑ Seismic Resistance ❑ Smoke Control ■ Detention Basin ■ Asphalt Pavement Cores and Density Tests NCSCO CASE #: 17-16713-01A PNC Ares-u eb In Carter-FAE!yr ,tadiL n rfirirty SITE a -008NL-' d2 22 3 2 1 4 AT �fdFi 9a 2. z a 9 © 2018 Microsoft Corporation © 2018 HARE ' --f r "J VICINITY MAP 1 "=1 000' INDEX OF DRAWINGS GENERAL CS0.0 COVER SHEET SITE CIVIL C1.0 EXISTING CONDITIONS & DEMOLITION PLAN C2.0 EROSION & SEDIMENT CONTROL PLAN PHASE I C2.1 EROSION & SEDIMENT CONTROL PLAN PHASE II C3.0 STAKING PLAN C3.1 GEOMETRIC LAYOUT (BASE BID) C3.2 GEOMETRIC LAYOUT (ALTERNATE 1) C3.3 PCC JOINT LAYOUT (BASE BID) C3.4 PCC JOINT LAYOUT (ALTERNATE 1) C3.5 MARKING LAYOUT C4.0 GRADING & DRAINAGE PLAN C4.1 STORMWATER MANAGEMENT PLAN C5.0 EROSION & SEDIMENT CONTROL NOTES & DETAILS C5.1 EROSION & SEDIMENT CONTROL NOTES & DETAILS C5.2 EROSION & SEDIMENT CONTROL NOTES & DETAILS C5.3 EROSION & SEDIMENT CONTROL NOTES & DETAILS C5.4 SITE NOTES & DETAILS C5.5 SITE NOTES & DETAILS C5.6 SITE NOTES & DETAILS C5.7 BIORETENTION NOTES & DETAILS C5.8 CABLE BARRIER NOTES & DETAILS C6.0 JOINT DETAILS C6.1 JOINT DETAILS C6.2 JOINT DETAILS C6.3 JOINT DETAILS C6.4 JOINT DETAILS C7.0 MARKING DETAILS C7.1 AIRCRAFT MOORING DETAILS ELECTRICAL E1.0 ELECTRICAL NOTES E1.1 ELECTRICAL NOTES E2.0 SITE ELECTRICAL PLAN (BASE BID) E2.1 SITE ELECTRICAL PLAN (ALTERNATE 2, 3, & 4) E2.2 BUILDING ELECTRICAL PLAN E3.0 BUILDING SECTION E4.0 ELECTRICAL DETAILS E4.1 ELECTRICAL DETAILS E4.2 ELECTRICAL DETAILS E4.3 ELECTRICAL DETAILS E4.4 ELECTRICAL DETAILS E4.5 ELECTRICAL DETAILS E4.6 ELECTRICAL DETAILS E4.7 ELECTRICAL DETAILS E4.8 ELECTRICAL DETAILS E4.9 ELECTRICAL DETAILS (ALTERNATE 4) E4.10 ELECTRICAL DETAILS SHEETS INCLUDED IN STORMWATER SUBMITTAL , Q L 033612 /n1X 2 FNGINEE� LI"111111 NS� RECORD DRAWING THIS DOCUMENT DEPICTS THE ORIGINAL DESIGN REVISED TO INCLUDE CONSTRUCTION PHASE REVISIONS AND AS_ BUILT INFORMATION FURNISHED IN -PART BY OTHERS. WHILE THE AS -BUILT INFORMATION IS BELIEVED TO BE RELIABLE, THE DESIGNER CANNOT ASSURE ITS ACCURACY, AND THUS IS NOT RESPONSIBLE FOR THE ACCURACY OF THIS DOCUMENT OR FOR ANY ERRORS OR OMISSIONS WHICH MAY HAVE BEEN INCORPORATED INTO IT AS A RESULT. THOSE RELYING ON THIS DOCUMENT ARE ADVISED TO OBTAIN INDEPENDENT VERIFICATION OF ITS ACCURACY BEFORE APPLYING IT FOR ANY PURPOSE. 0 U Ln O C: � O E L N E O w U = z � C7 Q � H _ �- O� d U N Q wpor� W _ p� LU = z w M U JCn Q < - < 2! O o c Ln >CK- = c L � O � O fV Ln 110 0 z w V) w z H O zc� 0U O ►7 DATE 21 JAN 2022 DRAWN BY WA DESIGNED BY FS CHECKED BY FS SCALE NTS 0 Q J W _ w J Q C rn LL Q J Q z O I- z z I --I J 0 L.L Q U q z ' J L' ' O�.. cl� W U 2 _ U) �ry o LU (D0 w U J a J 0 M JOB NO. 42866 SHEET NO. CSO. 0