c-0 hut 1802 w. vernon avenue kinston, lenoir county, north carolina civil engineering permit set....

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P R O J E C T T I T L E

P R O J E C T #

A L L D I M E N S I O N S M U S T B E V E R I F I E D B Y C O N T R A C T O RA N D T H E ENGINEER N O T I F I E D O F A N Y D I S C R E P A N C I E SB E F O R E P R O C E E D I N G W I T H T H E C O N S T R U C T I O N

D O N O T S C A L E D R A W I N G S

S Y M B O L D A T E D E S C R I P T I O N

1"=20'

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COVER SHEET

A 12-18-17 INITIAL SUBMISSION

INDEX OF DRAWINGS

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COVER SHEET

GENERAL NOTES AND SPECIFICATIONS

DEMOLITION PLAN

SITE PLAN

UTILITY PLAN

SOIL EROSION AND SEDIMENT CONTROL PLAN

CONSTRUCTION DETAILS 1



OWNER:

SDS RESTAURANT GROUP

3280 CHARLES BLVD, SUITE A

GREENVILLE, NC 27858

CIVIL ENGINEER:

ZUENDT ENGINEERING, LLC

P.O. BOX 26177

GREENVILLE, SC 29616

TEL: 864.990-2995

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DATE

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ALEXANDER F. ZUENDT

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NC PROFESSIONAL ENGINEER LIC. No. 39367

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OVER THE PROFESSIONAL SIGNATURE IT IS NOT AN AUTHORIZED OFFICIAL COPY.

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WARNING: IF THIS PLAN DOES NOT CONTAIN A RAISED IMPRESSION SEAL

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LOCATION MAP NTS

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PIZZA HUT 1802 W. VERNON AVENUE KINSTON, LENOIR COUNTY, NORTH CAROLINA CIVIL ENGINEERING PERMIT SET

17-0061

2017

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GENERALNOTES


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DATE

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ALEXANDER F. ZUENDT

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C.O.

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W

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G

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HYDRANT

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MANHOLE

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STORM INLET

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CLEAN OUT

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WATER VALVE

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GAS VALVE

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189

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EDGE OF WATER

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SOIL BORING (LABELED)

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LIGHT POLE

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UTILITY POLE

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GUY WIRE

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TREE (DECIDUOUS)

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219.46

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SPOT ELEVATION

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EXISTING MINOR CONTOUR LINE

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METAL COVER

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M.C.

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GV

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EXISTING MAJOR CONTOUR LINE

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C.C.

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CONCRETE COVER

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TEL

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E.V.

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E.B.

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SURVEY/TRAVERSE POINT

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189

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190

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%%UEXISTING

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%%UITEM

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%%UPROPOSED

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FLARED END SECTION

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SIGNS

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GUIDERAIL

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CURB LINE

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GAS LINE

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WATER LINE

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POWER LINE

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TELEPHONE LINE

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W

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G

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TEL

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STORM SEWER PIPE

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GATE

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FENCE

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WOODS/BRUSHLINE

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RIGHT-OF-WAY LINE

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ELECTRIC BOX

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ELECTRIC VAULT

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C.O.

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219.46

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WV

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GV

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H

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Y

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D

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DEPRESSED CURB

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SAN

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SAN

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SANITARY SEWER PIPE

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PROPOSED CONCRETE PAD/SIDEWALK

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D.I.

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DUCTILE IRON

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P.E.

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POLYETHYLENE PIPE

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FEN.

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FENCE

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LA

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LANDSCAPED

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BC

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ACP

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BIT

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BLK

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BW

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BLDG

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BM

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CLF

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CIP

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BOL

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EL.

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CMP

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CONC

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BUILDING

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BLOCK

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ELECTRIC

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BOLLARD

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CONCRETE

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CHAIN LINK FENCE

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CAST IRON PIPE

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BENCHMARK

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BITUMINOUS

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BOTTOM OF WALL

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BOTTOM OF CURB

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%%ULIST OF ABBREVIATIONS

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ASBESTOS CEMENT PIPE

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EP

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FND

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FF

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G

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INV

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GR

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FR

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MW

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MH

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PC

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PVC

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PT

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POB

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MON

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IP

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SRF

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SAN

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RR

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RCP

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EDGE OF PAVEMENT

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INVERT

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GRATE

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GUTTER ELEVATION AT PAVEMENT

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FRAME

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FOUND

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MANHOLE

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MONUMENT

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IRON PIPE

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FINISHED FLOOR

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MONITORING WELL

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SANITARY

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RAILROAD

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SPLIT RAIL FENCE

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POINT OF CURVATURE

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POINT OF BEGINNING

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POLYVINYL CHLORIDE

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POINT OF TANGENCY

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ELEVATION

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ELEV

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CORRUGATED METAL PIPE

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REINFORCED CONCRETE PIPE

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B.O.S.

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BOTTOM OF STRUCTURE

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DC

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DEPRESSED CURB

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(D)

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DEED

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F.K.A.

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FORMERLY KNOWN AS

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R.O.W.

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RIGHT OF WAY

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CB

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CATCH BASIN (INLET)

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EX.

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EXISTING

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FP

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FLAGPOLE

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HPS

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HIGH PRESSURE SEWER

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PROP.

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PROPOSED

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PVC

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POINT OF VERTICAL CURVATURE

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PVI

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POINT OF VERTICAL INTERSECTION

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PVT

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POINT OF VERTICAN TANGENCY

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FC

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FLUSH CURB

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GAR

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GARAGE

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DY

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DOUBLE YELLOW

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1. CONTRACTOR TO NOTIFY THE CITY OF KINSTON ENGINEER AND ENGINEER OF CONTRACTOR TO NOTIFY THE CITY OF KINSTON ENGINEER AND ENGINEER OF RECORD 48 HOURS PRIOR TO START. 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING PROPER AND SUFFICIENT THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING PROPER AND SUFFICIENT CONSTRUCTION PROTECTION TO THE WORKERS AND THE PUBLIC. OSHA AND OTHER LOCAL, STATE, AND FEDERAL CODES SHALL BE FOLLOWED. 3. ALL WORK AND MATERIAL SHALL MEET THE REQUIREMENTS OF THE LOCAL AND ALL WORK AND MATERIAL SHALL MEET THE REQUIREMENTS OF THE LOCAL AND STATE CONSTRUCTION CODES, LATEST EDITION AND THE SPECIFICATIONS OF THE NATIONAL BOARD OF FIRE UNDERWRITERS. 4. ALL QUANTITIES SHOWN HEREIN ARE APPROXIMATE AND FOR INFORMATION ONLY. ALL QUANTITIES SHOWN HEREIN ARE APPROXIMATE AND FOR INFORMATION ONLY. THE CONTRACTOR SHALL PROVIDE ALL MATERIAL NECESSARY TO CONSTRUCT THE PROJECT COMPLETE AS GENERALLY INTENDED IN THESE SITE PLANS. 5. ALL SITE CURBING SHALL BE CONCRETE. ALL SITE CURBING SHALL BE CONCRETE. 6. ALL SUB-GRADE MATERIAL SHALL BE COMPACTED IN ACCORDANCE WITH THE ALL SUB-GRADE MATERIAL SHALL BE COMPACTED IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS. THE CONTRACTOR SHALL PROVIDE CERTIFICATION BY A LICENSED PROFESSIONAL GEOTECHNICAL ENGINEER THAT ALL SUBGRADES BELOW STRUCTURAL IMPROVEMENTS INCLUDING PAVEMENT, SIDEWALKS, WALLS, ETC., HAVE BEEN COMPACTED IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS. 7. THE MAXIMUM GRADE WITHIN HANDICAPPED PARKING STALLS/ACCESS AISLES SHALL THE MAXIMUM GRADE WITHIN HANDICAPPED PARKING STALLS/ACCESS AISLES SHALL BE 2.0%. ALL HANDICAP RAMPS SHALL BE FLUSH WITH THE PAVEMENT. 8. TC INDICATES TOP OF CURB, G INDICATES GUTTER AT FINISHED PAVEMENT TC INDICATES TOP OF CURB, G INDICATES GUTTER AT FINISHED PAVEMENT ELEVATION, TG INDICATES TOP OF INLET GRATE. 9. THE MAXIMUM SLOPE WITHIN THE PARKING FIELD SHALL BE 5%. THE MAXIMUM SLOPE WITHIN THE PARKING FIELD SHALL BE 5%. 10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFICATION AND COORDINATION THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFICATION AND COORDINATION WITH ALL UTILITY COMPANIES. 11. SIZE AND LOCATION OF EXISTING STORM SEWER, SANITARY SEWER, AND CATCH SIZE AND LOCATION OF EXISTING STORM SEWER, SANITARY SEWER, AND CATCH BASINS SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO THE INSTALLATION OF PROPOSED IMPROVEMENTS. 12. LOCATION OF ALL EXISTING AND PROPOSED SERVICES ARE APPROXIMATE. THE LOCATION OF ALL EXISTING AND PROPOSED SERVICES ARE APPROXIMATE. THE CONTRACTOR MUST CONFIRM LOCATIONS INDEPENDENTLY WITH LOCAL UTILITY COMPANIES AND TO HIS SATISFACTION PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION OR EXCAVATION. SANITARY SEWER AND ALL OTHER UTILITY SERVICE CONNECTION POINTS SHALL BE CONFIRMED INDEPENDENTLY BY THE CONTRACTOR IN FIELD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. ALL DISCREPANCIES SHALL BE REPORTED IMMEDIATELY IN WRITING TO THE ENGINEER. CONSTRUCTION SHALL COMMENCE BEGINNING AT THE LOWEST INVERT (POINT OF CONNECTION) AND PROGRESS UP GRADIENT. INTERFACE POINTS (CROSSINGS) WITH EXISTING UNDERGROUND UTILITIES SHALL BE FIELD VERIFIED BY TEST PIT PRIOR TO COMMENCEMENT OF CONSTRUCTION. 13. REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATION OF UTILITY/STORM SEWER REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATION OF UTILITY/STORM SEWER CONNECTIONS TO THE BUILDING. 14. ALL UTILITY VALVE COVERS, RIMS, GRATES, VENTS ETC. WHICH ARE NOT BEING ALL UTILITY VALVE COVERS, RIMS, GRATES, VENTS ETC. WHICH ARE NOT BEING REMOVED AND ARE WITHIN AREAS OF DISTURBANCE SHALL BE RESET TO GRADE. 15. EXTREME CAUTION SHALL BE USED DURING DISTURBANCE ACTIVITIES ADJACENT TO EXTREME CAUTION SHALL BE USED DURING DISTURBANCE ACTIVITIES ADJACENT TO EXISTING ON-SITE UTILITY SERVICE LINES. THE CONTRACTOR SHALL PROTECT THOSE LINES AS REQUIRED DURING CONSTRUCTION TO AVOID DAMAGE. ANY DAMAGE TO EXISTING LINES SHALL BE REPAIRED IN ACCORDANCE WITH THE RESPECTIVE UTILITY COMPANY REQUIREMENTS AT THE SOLE EXPENSE OF THE CONTRACTOR. 16. WATER MAINS MUST BE LOCATED ABOVE SANITARY SEWER LINES WITH A MINIMUM WATER MAINS MUST BE LOCATED ABOVE SANITARY SEWER LINES WITH A MINIMUM VERTICAL SEPARATION OF 18 INCHES OR MUST BE HORIZONTALLY SEPARATED BY 10 FEET. 17. CONCRETE THRUST BLOCKS SHALL BE INSTALLED ON ALL WATER LINES AS PER CONCRETE THRUST BLOCKS SHALL BE INSTALLED ON ALL WATER LINES AS PER STANDARD SIZES SHOWN ON THE DETAIL SHEETS. 18. NEW WATER MAIN SHALL BE CLASS 52 CEMENT LINED DUCTILE IRON PIPE, NEW WATER MAIN SHALL BE CLASS 52 CEMENT LINED DUCTILE IRON PIPE, CONSTRUCTED WITH A MINIMUM OF FOUR FEET COVER AND TESTED IN ACCORDANCE WITH THE CITY OF KINSTON STANDARDS AND REQUIREMENTS. 19. THE ENCLOSED WATERMAIN DESIGN PLANS DO NOT DEPICT THE LOCATION OF EVERY THE ENCLOSED WATERMAIN DESIGN PLANS DO NOT DEPICT THE LOCATION OF EVERY ELBOW, TEE, THRUST BLOCK, BEND, VALVE ETC. WHICH WILL BE NECESSARY. THE CONTRACTOR SHALL INCLUDE IN HIS BID ALL PIPING, TESTING AND APPURTENANCES WHICH WILL BE REQUIRED FOR A FULLY FUNCTIONING INSTALLED SYSTEM. 20. CONTRACTOR SHALL PRESSURE CHECK/FLOW TEST WATER MAINS AT THE BUILDING CONTRACTOR SHALL PRESSURE CHECK/FLOW TEST WATER MAINS AT THE BUILDING UPON INSTALLATION AND PROVIDE THE INFORMATION TO THE ARCHITECT AND MECHANICAL ENGINEER. HE SHALL INSTALL ALL DEVICES AS NECESSARY TO PROVIDE ACCURATE INFORMATION FOR FIRE/DOMESTIC PUMP DESIGN. 21. ALL SITE CATCH BASINS SHALL BE NCDOT TYPE 1 INLET AND ALL STORM SEWER ALL SITE CATCH BASINS SHALL BE NCDOT TYPE 1 INLET AND ALL STORM SEWER PIPE SHALL BE HDPE SMOOTH BORE UNLESS OTHERWISE NOTED, AND SHALL MEET ALL INDUSTRY REGULATIONS AND STANDARDS. 22. CONTRACTOR TO RESTORE ALL DISTURBED AREAS WHERE SANITARY SEWER CONTRACTOR TO RESTORE ALL DISTURBED AREAS WHERE SANITARY SEWER INSTALLATION OCCURS. 23. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MPLEMENTING AND MAINTAINING ALL THE CONTRACTOR SHALL BE RESPONSIBLE FOR MPLEMENTING AND MAINTAINING ALL SOIL EROSION CONTROL STRUCTURES THROUGHOUT CONSTRUCTION. ALL REQUIREMENTS FROM SOUTH CAROLINA DEPARTMENT OF HEALTH AND ENVIRONMENTAL CONTROL SHALL BE FOLLOWED. 24. ALL EXISTING SITE INLETS IMMEDIATELY BELOW THE DISTURBED AREA SHALL HAVE ALL EXISTING SITE INLETS IMMEDIATELY BELOW THE DISTURBED AREA SHALL HAVE TEMPORARY FILTER FABRIC OR EQUAL, TO PREVENT ENTRY OF SEDIMENT DURING ONSTRUCTION. DISTURBED AREAS SHALL BE STABILIZED BY SEEDING OR STABILIZING FABRIC IN ACCORDANCE WITH THE SOIL EROSION CONTROL PLAN. CONTRACTOR TO SUBMIT AN UPDATED SEQUENCE OF CONSTRUCTION SCHEDULE PRIOR TO START OF WORK.

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%%UGENERAL NOTES

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1. SITE IS KNOWN AS LENOIR COUNTY TAX MAP NUMBER 451511663317 & 451511662305 2. EXISTING SITE INFORMATION TAKEN FROM SURVEY PERFORMED BY JIMMY F. CAIN, PLS, CAIN SURVEYING DATED AUGUST 30, 2017 3. THE CONTRACTOR SHALL BE AWARE THAT SAFETY PRECAUTIONS WHICH EXCEED THE TYPICAL CONSTRUCTION SITE WILL BE REQUIRED FOR THIS PROJECT. REFER TO THE PROJECT SPECIFICATIONS FOR SAFETY REQUIREMENTS. 4. IN CASE OF DISCREPANCIES BETWEEN THESE PLANS AND THE PROJECT SPECIFICATIONS THE MORE STRINGENT REQUIREMENT SHALL APPLY. 5. REFER TO ARCHITECTURAL SITE, LANDSCAPE, ELECTRIC, DATA TELEPHONE, SECURITY AUDIO VISUAL PLANS FOR ADDITIONAL SCOPE.

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DIXIE GENERAL CONTRACTORS

Deed Book 1653 Page 679

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1"=20'

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DEMOLITIONPLAN

Know what's below.

Call before you dig.


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CAP EXISTING UTILITY

REMOVE EXISTING ASPHALT PAVEMENT AND

SIDEWALK AREA

REMOVE EXISTING BUILDING OR STRUCTURE

CONSTRUCTION CHAIN LINK FENCE

LEGEND

REMOVE EXISTING UTILITY OR SITE FEATURE

REMOVE EXISTING TREE

NOTES:

1. REFER TO ARCHITECTURAL SITE, LANDSCAPE, ELECTRIC,

DATA TELEPHONE, SECURITY AUDIO VISUAL PLANS FOR

ADDITIONAL SCOPE.

DEMOLISH EXISTING

ASPHALT AND CURBING ON

SITE.

DEMOLISH BUILDING

DEMOLISH CONCRETE

(TYP.)

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65674.4 Sqft%%p

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1.508 Acres%%p

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DATE

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ALEXANDER F. ZUENDT

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1 inch = ft.

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( IN FEET )

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GRAPHIC SCALE

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0

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20

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20

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40

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20

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80

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10

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THE UTILITIES SHOWN ARE SHOWN FOR THE CONTRACTOR'S CONVENIENCE ONLY.

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THERE MAY BE OTHER UTILITIES NOT SHOWN ON THESE PLANS. THE ENGINEER

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ASSUMES NO RESPONSIBILITY FOR THE LOCATIONS SHOWN AND IT SHALL BE THE

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CONTRACTOR'S RESPONSIBILITY TO VERIFY THE LOCATIONS OF ALL UTILITIES

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WITHIN THE LIMITS OF THE WORK. ALL DAMAGE MADE TO EXISTING UTILITIES

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BY THE CONTRACTOR SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR.

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***CAUTION***

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NC GRID NAD 83

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S C A L E

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C H E C K E D

D R A W N

ZUENDT ENGINEERING


P R O J E C T #




1"=20'

NBS

AFZ

AFZ

12-18-17

C-3

SITE PLAN

Know what's below.



GENERAL NOTES:

1. EXISTING UTILITIES, BOTH OVERHEAD AND UNDERGROUND, EXIST ON AND ADJACENT TO THIS

SITE. EACH CONTRACTOR AND SUBCONTRACTOR IS TOTALLY RESPONSIBLE FOR VERIFYING THE

LOCATION OF SUCH UTILITIES, BOTH ON AND ADJACENT TO THE SITE, AND AT THE BUILDING

ENTRY POINTS PRIOR TO PROCEEDING WITH HIS WORK. EACH CONTRACTOR AND

SUBCONTRACTOR IS FURTHER RESPONSIBLE FOR COORDINATING ANY REQUIRED UTILITY

SHUTDOWNS OR INTERRUPTIONS WITH BUILDING TENANTS BEING SERVICED BY SUCH

UTILITIES.

2. ACTUAL LOCATION OF UTIILITES ARE TO BE DETERMINED BY EACH OF THE RESPECTIVE UTILITY

COMPANIES AT THE TIME OF THEIR APPROVAL. UTILITY EASEMENTS WILL BE ESTABLISHED AND

DEEDED UPON FINAL APPROVAL OF PROPOSED UTILITY LOCATIONS BY RESPECTIVE UTILITY

COMPANIES.

3. ALL WORK MUST CONFORM TO THE LATEST EDITION OF THE NORTH CAROLINA CONSTRUCTION

CODE, ALL APPLICABLE REGULATIONS, ALL APPLICABLE LOCAL CODES AND ORDINANCES AND

THE DRAWINGS AND SPECIFICATIONS. IN CASE OF CONFLICT, COMPLY WITH THE CODE

IMPOSING THE MOST STRINGENT REQUIREMENTS.

4. ALL UTILITY BACKFILL MATERIALS ARE SUBJECT TO REVIEW AND APPROVAL OF THE MUNICIPAL

ENGINEER.

5. PRESERVE AS MANY EXISTING TREES AS POSSIBLE DURING CONSTRUCTION

6. ZONING - HB WALLACE TOWN

7. ACREAGE - 1.507 ACRES

8. SETBACKS: FRONT - 40' FROM RIGHT OF WAY

REAR YARD - 20'

SIDE YARD - 15'

5

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4

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R=5'

R=2.5'

R=15'

R=15'

NEW DUMPSTER LOCATION

R=6'

R=5'

R=3'

R=3'

R=4'

R=36'

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RESERVED

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PARKING

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T

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Found

Iron Pipe

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Iron Pipe

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Found

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Found

Iron Pipe

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S C A L E

D A T E

C H E C K E D

D R A W N

ZUENDT ENGINEERING


P R O J E C T #




1"=10'

NBS

AFZ

AFZ

C-4

UTILITY PLAN

Know what's below.


INSTALL NEW SANITARY

MANHOLE AND SERVICE

FROM BUILDING.

INSTALL NEW CLEANOUT

DEMOLISH EXISTING LINE

AND GREASE TRAP (TYP.)

INSTALL NEW ZURN

GREASE INTERCEPTOR, USE

DETAIL ON SHEET C-5

RUN NEW SANITARY LINE

TO PROPERTY LINE, MATCH

EXISTING SANITARY LINE.

CONSTRUCT NEW 1000 GALLON

UNDERGROUND PROPANE TANK.

CONSTRUCT NEW 1.5" PVC

NATURAL GAS LINE

INSTALL NEW WATER

SERVICE TO BUILDING

INSTALL NEW C900 PVC

WATER LINE TO WATER

METER, MATCH EXISTING

SIZE

N

.

T

E

A

C

H

E

Y

R

O

A

D

(

6

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'

R

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N

.

N

O

R

W

O

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D

S

T

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12-18-17


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1.508 Acres%%p

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1 inch = ft.

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***CAUTION***

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NC GRID NAD 83

T

T

W

W

Found

Iron Pipe

Found

Iron Pipe

Found

Iron Pipe

Found

Iron Pipe

Found

Iron Pipe

Found

Iron Pipe

Found

Iron Pipe

Found

Iron Pipe

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BU

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ST

OR

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MD

, LLC

Deed B

ook 1

212 P

age 6

34

L

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Deed Book 1653 79

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S

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17-0061

2017

PIZ

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A P P R O V E D

R E V I S I O N S

D R A W I N G #


S C A L E

D A T E

C H E C K E D

D R A W N

ZUENDT ENGINEERING


P R O J E C T #




1"=10'

NBS

AFZ

AFZ

C-5

SOIL EROSIONAND SEDIMENTCONTROL PLAN

Know what's below.


N

.

T

E

A

C

H

E

Y

R

O

A

D

(

6

0

'

R

.

O

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W

.

)

N

.

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12-18-17


SWPPP LEGEND

SITE INFORMATION:

TOTAL SITE : 1.507 ACRES

TOTAL SITE DISTURBANCE : 36,161 SQ-FT = 0.747 AC.

MAINTAIN EXISTING FLOW

TOWARDS EXISTING

CATCHBASINS (TYP.)

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65674.4 Sqft%%p

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1.508 Acres%%p

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1

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2

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1

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2

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DATE

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ALEXANDER F. ZUENDT

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1 inch = ft.

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( IN FEET )

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GRAPHIC SCALE

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0

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20

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20

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***CAUTION***

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NC GRID NAD 83

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SILT FENCE REFER TO C-6

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INLET PROTECTION REFER TO C-6

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LIMIT OF DISTURBANCE

17-0061

2017

PIZ

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C H E C K E D

D R A W N

ZUENDT ENGINEERING


P R O J E C T #




1"=10'

NBS

AFZ

AFZ

C-6

CONSTRUCTIONDETAILS -1-

12-18-17


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DATE

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ALEXANDER F. ZUENDT

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%%UPAVEMENT STRIPING

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USE NON-REFLECTIVE WHITE PAINT, TYP. BUT USE YELLOW PAINT ON CONCRETE OR OTHER

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SURFACES WHERE WHITE PAINT DOES NOT PROVIDE SUFFICIENT CONTRAST.

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%%ULETTER TYP.

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NTS

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%%UTRAFFIC ARROW TYP.

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%%UPAVEMENT STRIPING TYP.

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6" MAX.

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%%uNOTE:

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1.

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2' -0" (MIN.)

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%%UASPHALT PAVEMENT

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NTS

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%%uLIGHT DUTY

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1. THE SURFACE ASPHALT SHALL CONFORM TO SECTION

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403, TYPE 3 ASPHALT, IN THE N.C.D.O.T. STANDARD

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IN THE N.C.D.O.T. STANDARD SPECIFICATIONS

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2. BASE COURSE SHALL CONFORM TO SECTION 305

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SPECIFICATIONS FOR HIGHWAYS LATEST EDITION.

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FOR HIGHWAYS LATEST EDITION.

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FINISHED SURFACE

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12'' IMPROVED SUBGRADE (95% STD PROCTOR)

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2'' SURFACE ASPHALT

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6'' GRADED AGGREGATE BASE

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%%UNORMAL GUTTER

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%%UCONCRETE CURB & GUTTER DETAIL

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SLOPE 1"/FT.

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1"R

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2"R

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NTS

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SLOPE 1"/FT.

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2"R

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%%UPITCHED GUTTER

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1"R

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NOTE: PLACE EXPANSION OR CONSTRUCTION JOINTS AT 20 FT INTERVALS.

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%%UCONCRETE PAD

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1/2" P.E.J.

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NTS

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SLOPE (SEE C-2)

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BUILDING WALL

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PAVING BROOM FINISH FINISHED SURFACE

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12'' COMPACTED SUBGRADE (95% STD. PROCTOR)

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6'' CONCRETE @ 3,000 PSI

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1. CONCRETE SHALL HAVE A MINIMUM ULTIMATE 28-DAY COMPRESSIVE STRENGTH OF 3000 PSI WITH 4" MAXIMUM SLUMP. 2. AIR ENTRAINING AGENTS SHALL BE USED TO PRODUCE 3% TO 6% AIR BY VOLUME IN ALL CONCRETE EXPOSED TO WEATHER. 3. WHERE MONOLITHIC WALK ABUTS BUILDING OR OTHER CONCRETE PAVING, INSTALL 1/2" PREMOLDED EXPANSION JOINT. 4. CONCRETE SHALL BE INSTALLLED IN ACCORDANCE WITH ACI 318 REGULATIONS.

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8'' STONE BASE

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CONTROL JOINT (TYP.)

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SAWED CONTROL JOINT (1/4 SLAB THICKNESS) OR CONSTRUCTION JOINT (TYP.)

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TYPICAL SIDEWALK SECTION

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CLASS "B" AIR ENTTRAINED

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CONCRETE SIDEWALK

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(fc = 3000 PSI.)

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1/2" EXPANSION JOINT

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BLIND JOINT

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BLIND JOINT

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BLIND JOINT

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1/2" EXPANSION JOINT

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4" THICK - SIDEWALK

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6" THICK - APRONS

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PROFILE

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NOTES:

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1. SUBGRADE IS TO BE COMPACTED IN A MANNER SUITABLE TO THE TOWNSHIP ENGINEER

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2. EXPANSION JOINTS ARE TO BE 1/2" WIDE AND FILLED WITH PREFORMED BITUMINOUS TYPE JOINT FILLER. THE TOP OF ALL

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JOINT FILL SHALL BE 1/4" BELOW THE TOP OF THE SURFACE. EXPANSION JOINT SHALL BE LOCATED 20' ON CENTER.

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3. BLIND JOINTS ARE TO BE SURFACE GROVES CUT INTO SIDEWALK 1/2" DEEP, AND SHALL BE LOCATED 5' ON CENTER

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4. EXPANSION JOINTS ARE TO BE CONSTRUCTED WITH 1/8" THICK REMOVEABLE STEEL PLATE, AND SHALL BE LOCATED 20' ON CENTER.

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FOLLOWING FINAL FINISHING. COVERAGE SHALL NOT BE LESS THAN ONE GALLON PER. 200 SQUARE FEET.

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5. ALL EXPOSED SURFACES ARE TO BE COATED WITH A TRANSLUSENT CURING COMPOUND N.J.D.O.T. STD. SPEC. SEC. 905 IMMEDIATELY

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N.T.S.

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4" CRUSHED STONE

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20'

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5'

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5'

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BOLLARD TO BE PAINTED, COLOR TO

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FOOTING

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POURED CONCRETE

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FINISHED GRADE

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4" CLR.

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STEEL BOLLARD

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BE SELECTED BY OWNER.

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NOTE:

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N.T.S.

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18" DIA.

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3'-0"

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4'-0"

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PITCH 1/4"

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6" DIA.

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(SEE PAV'T. SECTION)

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EXPANSION JOINT ALL AROUND WHEN IN CONCRETE SLAB

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FINSH CONCRETE TO SMOOTH ROUNDED SURFACE

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6" DIA. STANDARD WEIGHT STEEL PIPE FILLED WITH CONCRETE

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DOUBLE SWING GATE / FENCE DETAIL

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BOTTOM TENSION

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CABLE (TYP.)

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3500 PSI (TYP.)

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CONC.POST FOOTING,

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CONC. FOOTING

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2'-6"

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3'-0"

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12" DIA.

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4" MIN.

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(TYP.)

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6'-0"

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(DUMPSTER ENCLOSURE)

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N.T.S.

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2" DIA. GALV. STEEL

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LINE POST (TYP.)

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DOUBLE SWING GATES

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6'-0"

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6'-0"

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SLATS (TYP.) BETWEEN # 9

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FINISHED GRADE

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INSTALL ALUMINUM PRIVACY

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GA. 2" WIRE MESH, GALV.

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1 3/8" DIA. GALV. STEEL

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TOP RAIL (TYP.)

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12'-0"

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C

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L

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STEEL MESH

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CONCRETE DRIVEWAY APRON

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N.T.S.

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COMPACTED SUBGRADE

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CLASS 'B' CONCRETE

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6x6-W2.0xW2.0

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WELDED WIRE FABRIC

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6"

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2" MIN. COVER

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JUST PRIOR TO INSTALLATION OF

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NEAT, TRM EDGE AND TACK COAT

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REMOVE 6" OF TOP COURSE, CUT

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EXISTING PAVEMENT

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PAVEMENT MEETING EXISTING PAVEMENT

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TOP COURSE.

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LIMITS OF PAVEMENT SHOWN

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ON CONTRACT DRAWING

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ASPHALT LAYER

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BASE COURSE

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N.T.S.

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(LAP JOINT)

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TYPE I PAVEMENT RECONSTRUCTION

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N.T.S

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2"%%P ASPHALT OVERLAY

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6" DENSE GRADED AGGREGATE

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BASE COURSE

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SUBGRADE

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2017

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D R A W I N G #


S C A L E

D A T E

C H E C K E D

D R A W N

ZUENDT ENGINEERING


P R O J E C T #




1"=10'

NBS

AFZ

AFZ

C-7


12-18-17


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DATE

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ALEXANDER F. ZUENDT

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N.T.S.

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ELECTRICAL HANDHOLE

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3'-0"

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3" CL.

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VARIES

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FINISHED GRADE

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18"

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6"

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6"

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6"

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"Y"

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6"

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MASONARY & GROUT

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CONTIUOUS INSERT FLUSH

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WITH WALL ON EACH SIDE

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#4 AT 6"

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RECESSED PULLING

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HOOK (TYP.)

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1 1/2" DIA. SLEEVE FOR

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GND. ROD FILLED WITH

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WATERTIGHT COMPOUND

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#4 AT 6"

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3" CL.

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"X"

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6"

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6"

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A

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4"

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4"

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A

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INSERTS & END CAPS TO BE

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HOT-DIPPED GALV. STEEL

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UNISTRUT SERIES P-3200 WITH

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WAXED CARDBOARD CLOSURE

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CLIPS

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RECESSED PULLING

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HOOK

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#4 AT 6"

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"Z"

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SECTION A-A

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PLAN

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COVER DETAIL

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FOR SIZE AND LOCATION OF DUCT WINDOWS, SEE PLAN.

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FOR COMMUNICATION HANDHOLE, USE TYPE ???????

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FRAME AND COVER FOR TYPE A THRU C HANDHOLE WHEN

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DESIGNED FOR H20-S16 LOADING, ARE TO BE USED IN

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VEHICULAR AREAS.

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1.

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2.

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3.

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NOTES:

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TYPE

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"X"

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"Y"

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"Z"

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3'-0"

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A

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3'-0"

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2'-0"

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B

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3'-0"

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4'-0"

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2'-6"

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C

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4'-0"

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4'-0"

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2'-6"

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SCHEDULE OF HANDHOLES

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N.T.S.

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WATER PIPE RESTRAINED LENGTHS FOR MAINS

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BEND CONNECTION

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RESTRAINED PIPE LENGTHS

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SEE TABLE BELOW

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TEE CONNECTION

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CAPPED CONNECTION

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RESTRAINED PIPE LENGTHS

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SEE TABLE BELOW

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MINIMUM LENGTH OF PIPING TO BE RESTRAINED (feet)

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BENDS

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PIPE

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SIZE

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(inches)

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CAP &

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VALVE

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**

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TEE*

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90%%d

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45%%d

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22 1/2%%d

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11 1/4%%d

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24

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24

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24

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24

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24

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24

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24

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24

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24

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24

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24

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24

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24

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24

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24

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12"

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8"

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6"

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36

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24

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WHERE "RESTRAINED PIPE LENGTH" FALLS BETWEEN BELL AND

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SPIGOT OF PIPING, THE RESTRAINT SHALL EXTEND TO THE NEXT BELL.

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RESTRAINED LENGTHS FOR WET TAPS SHALL BE SIMILAR TO TEE'S.

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LENGTHS ARE EACH SIDE FROM CL OF VALVE.

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FOR TYPE OF RESTRAINT, SEE SPECIFICATIONS.

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*

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**

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NOTES:

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BOX LID FLUSH WITH SURFACE

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75°

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CURB

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STREET SURFACE

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CURB BOX AS APPROVED

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COPPER SWEEP SHALL HAVE MIN. 1'-0" RAD.

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ONE PIECE NO FITTINGS

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BY LOCAL WATER UTILITY

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CURB STOP & DRAIN

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WATER SERVICE TO BUILDING

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SIZE AS SHOWN ON PLAN

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6" OF 3/4" CLEAN

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CRUSHED STONE

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FOOT PIECE

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LAY SERVICE LINE AT

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SAME ELEVATION AS

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INVERT OF MAIN

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MIN. 4" STRAIGHT

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TUBING BEFORE

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SWEEP

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WATER MAIN

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CORPORATION STOP

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COMPRESSION TYPE

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ALL TYPES BRONZE DOUBLE

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STRAP SERVICE CLAMP

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WATER SERVICE CONNECTION DETAIL

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N.T.S.

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3"

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N.T.S.

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THRUST BLOCK DETAIL

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HORIZONTAL BENDS

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A

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CONCRETE

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VERTICAL BENDS

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12"

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(MIN.)

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2 YARDS CONCRETE

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MIN.

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#8 BAR

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ELEVATIONS AND FITTINGS

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B

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/2

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B

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CONCRETE

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TEE

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A

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CONCRETE

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45%%d MINIMUM ANGLE (TYPICAL FOR

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ALL THRUST BLOCKS)

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PLUG

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B

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/2

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B

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CONCRETE

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PLUG

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HEAVY TAR PAPER BETWEEN

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PLUG AND CONCRETE

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ANCHORING VALVE

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#4 BAR ANCHOR

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CONCRETE

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12"

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THRUST BLOCK DIMENSIONS BASED ON SOIL BEARINGS CAPACITY OF

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2000 P.S.F. AND TEST PRESSURE OF 250 P.S.I.

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ALL DIMENSIONS ARE IN INCHES.

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THRUST BLOCKS SHALL BE POURED WITH FULL CONTACT WITH

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UNDISTURBED SOIL.

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ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSION STRENGTH

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OF 2000 P.S.I.

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1.

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2.

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3.

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4.

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NOTES:

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THRUST BLOCK SCHEDULE

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PIPE

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SIZE

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90%%d BEND

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45%%d BEND

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22 1/2%%d BEND

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TEES

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A

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B

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A

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B

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A

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B

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A

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B

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48"

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24"

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36"

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12"

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24"

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24"

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30"

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24"

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60"

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36"

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48"

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24"

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24"

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30"

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36"

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36"

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60"

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36"

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60"

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24"

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36"

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36"

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52"

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48"

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74"

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48"

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60"

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30"

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48"

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48"

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58"

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60"

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12"

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10"

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8"

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6"

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N.T.S.

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PIPE BEDDING DETAIL

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6"

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6"

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CRUSHED STONE

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BEDDING, SEE NOTES 2 & 3

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TRENCH AS EXCAVATED

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SPRING LINE OF PIPE

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60%%D

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ADDITIONAL 6" SAND IN AREAS

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OF CLASS 'B' MATERIAL AS

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DIRECTED BY THE ENGINEER

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TRENCH SHALL BE BACKFILLED TO THE

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SURROUNDING EXISTING GROUND ELEVATION

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OF PAVEMENT SUBGRADE.

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FOR C.M.P. BRING CRUSHED STONE TO SPRING

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LINE OF PIPE.

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MINIMUM BEDDING FOR PIPE SHALL BE 6"

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CRUSHED STONE.

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NOTES:

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1.

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2.

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3.

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CLEANOUT DETAIL SANITARY SEWER

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N.T.S.

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FINISHED GRADE

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THREADED PLUG

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6" - 1/8 BEND

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6" PIPE MIN. SLOPE

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1/4"/FT. TO MAIN

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6" SAN. WYE

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CLEAN FILL

17-0061

2017

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A P P R O V E D

R E V I S I O N S

D R A W I N G #


S C A L E

D A T E

C H E C K E D

D R A W N

ZUENDT ENGINEERING


P R O J E C T #




1"=10'

NBS

AFZ

AFZ

C-8


FLAT-BOTTOM TRENCH DETAIL

V-SHAPED TRENCH DETAIL

SILT FENCE INSTALLATION

PLAN SYMBOL

12-18-17


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DATE

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ALEXANDER F. ZUENDT

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HANDICAP PARKING STALL DETAIL

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N.T.S

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ACCESSIBLE

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ROUTE

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36"

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(MIN.)

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(MIN.)

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96"

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60"

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(MIN.)

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2'-0"

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(TYP.)

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PRECAST CONCRETE

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WHEEL STOP

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PAINTED BLUE HANDICAP

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SYMBOL (TYP.)

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4" SOLID BLUE PAINTED

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STRIPING (TYP.)

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NOTE:

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SIGNS TO BE MOUNTED WITH THEIR

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BOTTOM EDGE 60" ABOVE THE PARKING

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LOT SURFACE.

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(AS PER A.D.A. REQUIREMENTS)

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PENALTY

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$100 1st OFFENSE

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SUBSEQUENT OFFENSES

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$100 MIN. AND/OR

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UP TO 90 DAYS

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COMMUNITY SERVICE

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TOW AWAY ZONE

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VAN

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ACCESSIBLE

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COMMUNITY SERVICE

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$100 MIN. AND/OR

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TOW AWAY ZONE

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SUBSEQUENT OFFENSES

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$100 1st OFFENSE

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UP TO 90 DAYS

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PENALTY

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96"

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(MIN.)

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96"

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(MIN.)

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96"

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(MIN.)

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VAN ACCESSIBLE SPACES

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ACCESSIBLE SPACES

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COMPACTED EARTH

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COMPACTED EARTH

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FILTER FABRIC

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6-IN.

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6-IN.

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24-IN. (MINIMUM)

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24-IN. (MINIMUM)

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6-IN.

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RUNOFF

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RUNOFF

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18-IN. TO 24-IN.

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FILTER FABRIC

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BURY FILTER FABRIC AT LEAST 12-INCHES

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18-IN. TO 24-IN.

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SILT FENCE - GENERAL NOTES

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1. Do not place silt fence across channels or in other areas subject to concentrated flows. Silt fence should not Do not place silt fence across channels or in other areas subject to concentrated flows. Silt fence should not be used as a velocity control BMP. Concentrated flows are any flows greater than 0.5 cfs. 2. Maximum sheet or overland flow path length to the silt fence shall be 100-feet. Maximum sheet or overland flow path length to the silt fence shall be 100-feet. 3. Maximum slope steepness (normal [perpendicular] to the fence line) shall be 2:1. Maximum slope steepness (normal [perpendicular] to the fence line) shall be 2:1. 4. Silt fence joints, when necessary, shall be completed by one of the following options: Silt fence joints, when necessary, shall be completed by one of the following options: - Wrap each fabric together at a support post with both ends fastened to the post, with a 1-foot Wrap each fabric together at a support post with both ends fastened to the post, with a 1-foot minimum overlap; - Overlap silt fence by installing 3-feet passed the support post to which the new silt fence roll is Overlap silt fence by installing 3-feet passed the support post to which the new silt fence roll is attached. Attach old roll to new roll with heavy-duty plastic ties; or, - Overlap entire width of each silt fence roll from one support post to the next support post. Overlap entire width of each silt fence roll from one support post to the next support post. 5. Attach filter fabric to the steel posts using heavy-duty plastic ties that are evenly spaced within the top Attach filter fabric to the steel posts using heavy-duty plastic ties that are evenly spaced within the top 8-inches of the fabric. 6. Install the silt fence perpendicular to the direction of the stormwater flow and place the silt fence the proper Install the silt fence perpendicular to the direction of the stormwater flow and place the silt fence the proper distance from the toe of steep slopes to provide sediment storage and access for maintenance and cleanout. 7. Install Silt Fence Checks (Tie-Backs) every 50-100 feet, dependent on slope, along silt fence that is installed Install Silt Fence Checks (Tie-Backs) every 50-100 feet, dependent on slope, along silt fence that is installed with slope and where concentrated flows are expected or are documented along the proposed/installed silt fence.

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HEAVY DUTY PLASTIC TIES

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FILTER FABRIC

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HEAVY DUTY PLASTIC TIES

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SF

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SF

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14 GA. WIRE FENCE WITH 6-IN. x 6-IN. MESH

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FILTER FABRIC

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BACKFILL TRENCH WITH COMPACTED EARTH

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1.25 LB./LINEAR FT. STEEL POSTS

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RUNOFF

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BURY FABRIC AND MESH

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USE EITHER FLAT-BOTTOM OR V-BOTTOM TRENCH SHOWN BELOW

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WIRE TIE

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FABRIC ATTACHMENT

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SEE DETAIL

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REINFORCED SILT FENCE DETAIL

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N.T.S

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INLET FILTER

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N.T.S.

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BACKFILL AFTER

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INSTALLATION OF

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INLET FILTER

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SECURE "MIRAFI 100X" (OR EQUIVALENT)

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FILTER FABRIC BEHIND CURBLINE. CUT

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TWO 2"x12" OPENINGS IN CURB FACE

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CONTRACTOR IS TO CLEAN INLET

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FILTER AFTER EVERY STORM.

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CONTRACTOR TO REMOVE FABRIC

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JUST PRIOR TO PAVING.

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1.

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2.

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INLET FILTER MUST SAFELY PASS FLOWS

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GREATER THAN 1 YR., 24 HR. DURATION

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3.

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STORM EVENT.

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2" ABOVE GRATE AS INDICATED.

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1-1/2" TO 2-1/2" COARSE AGGREGATE

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STONE BERM TO BE INSTALLED ON THE

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UPHILL SIDE AND FRONT OF THE INLET

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OPENING.

c-0 hut 1802 w. vernon avenue kinston, lenoir county, north carolina civil engineering permit set....

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