Town of Garner, NC
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Town of Garner Engineering Manual
The Town of Garner Engineering Manual is now available. This new manual includes all design and construction guidelines for streets and stormwater. The New Manual and Standard Details become effective July 1, 2022.
Town Standard Details
Below please find complete sets of 2022 Street and Stormwater Details. Please refer to City of Raleigh webpage for standard details related to water main and sanitary sewer.
Complete Detail Sets:
DETAIL | DESCRIPTION | ADOBE |
T-1.01 | MAJOR THOROUGHFARE STREET SECTION | |
T-1.02 | MINOR THOROUGHFARE STREET SECTION | |
T-1.03 | MAJOR COLLECTOR STREET WITH BIKE LANES | |
T-1.04 | INDUSTRIAL STREET SECTION | |
T-1.05 | MINOR COLLECTOR STREET SECTION | |
T-1.06 | MAJOR LOCAL STREET SECTION | |
T-1.07 | MINOR LOCAL STREET SECTION | |
T-1.08 | LOCAL STREET SECTION (NO CURB) | |
T-1.09 | ALLEY CROSS SECTION | |
T-2.01.1 | CURB RAMPS | |
T-2.01.2 | CURB RAMPS – NEW DEVELOPMENT | |
T-2.01.3 | CURB RAMPS – NEW DEVELOPMENT | |
T-2.01.4 | CURB RAMPS – NEW DEVELOPMENT | |
T-2.01.5 | CURB RAMPS – RETROFIT | |
T-2.01.6 | CURB RAMPS – RETROFIT | |
T-2.01.7 | CURB RAMPS – SHARED FLARE | |
T-2.01.8 | CURB RAMPS – GENERAL NOTES | |
T-2.01.9 | CURB RAMPS - MEDIAN ISLAND CUT - THROUGHS | |
T-2.02 | PEDESTRIAN REFUGE | |
T-2.03.1 | LOCATIONS OF DETECTABLE WARNING SURFACES | |
T-2.03.2 | DETECTABLE WARNING SURFACE PAVERS | |
T-2.03.3 | DETECTABLE WARNING SURFACE - SURFACE APPLIED | |
T-2.03.4 | DETECTABLE WARNING SURFACE - CAST-IN-PLACE | |
T-3.01 | STANDARD UTILITY LOCATIONS IN STREET | |
T-3.02 | UTILITY TRENCH PAVEMENT REPAIR | |
T-3.03 | TYPICAL PAVEMENT REPAIR | |
T-4.01 | CONCRETE SIDEWALKS | |
T-4.02 | DRIVEWAY AND SIDEWALK DETAIL | |
T-4.03 | DRIVEWAY GRADES | |
T-4.04 | CURB AND GUTTER | |
T-4.05 | STANDARD METHOD OF ENDING CURB AND GUTTER | |
T-4.06 | STANDARD CURB DRAIN | |
T-4.07 | MULTI-USE PATH | |
T-4.08 | STANDARD 10-FT ASPHALT GREENWAY TRAIL | |
T-5.01 | RESIDENTIAL CUL-DE-SAC | |
T-5.02 | BARRICADE FOR DEAD END STREETS | |
T-5.03 | STANDARD RIGHT IN/RIGHT OUT CHANNELIZATION (LIMITED FRONTAGE) |
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T-5.04 | CLUSTER BOX UNIT (CBU) MAILBOX (RETROFITS AND NEW DEVELOPMENTS LESS THAN 1 ACRE ONLY) |
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T-5.05 | STANDARD PAVEMENT UNDULATION (FLAT TOP SPEED HUMP) | |
T-5.06 | CURB EXTENSIONS (BULB-OUT) TRAFFIC CALMING DEVICE | |
T-5.07 | MEDIAN ISLAND TRAFFIC CALMING DEVICE | |
T-5.08 | NEIGHBORHOOD MINI-TRAFFIC CIRCLE | |
T-5.09 | SINGLE LANE ROUNDABOUT | |
SW-1.01.1 | NCDOT STANDARDS APPROVED FOR USE IN THE TOWN OF GARNER | |
SW-1.01.2 | NCDOT STANDARDS APPROVED FOR USE IN THE TOWN OF GARNER | |
SW-1.01.3 | NCDOT STANDARDS APPROVED FOR USE IN THE TOWN OF GARNER | |
SW-1.02 | STANDARD JUNCTION BOX | |
SW-1.03 | STANDARD CLASS "A" MANHOLE | |
SW-1.04 | MANHOLE RING AND COVER FOR SLAB TYPE CATCH BASIN | |
SW-1.05 | SUBDRAIN DETAIL | |
SW-2.01.1 | HDPE PIPE | |
SW-2.01.2 | TRENCH INSTALLATION FOR HDPE (PER AASHTO) | |
SW-2.02.1 | POLYPROPYLENE PIPE | |
SW-2.02.2 | TRENCH INSTALLATION FOR POLYPROPYLENE | |
SW-2.03 | DISSIMILAR PIPE CONNECTIONS TO RCP | |
SW-3.01 | CONCRETE DRAINAGE FLUME | |
SW-3.02 | RIPRAP APRON AT PIPE OUTFALLS | PDF |
SW-3.03 | RIPRAP PLUNGE POOLS | |
SW-3.04 | FLARED END SECTION (12" THRU 72" PIPE) |