, NEVADA YEAR 2015 REVISIONS SECTION TITLE AND REVISIONS SUMMARY EFFECTIVE DATE 217.S2 "Residential Curb and Gutter, R-Type" - New drawing to accommodate ADA requirements. 223 "Residential Driveway" - Drawing replace to accommodate ADA requirements. 224 "Commercial and Industrial Driveway (Option A)" - Drawing replaced to accommodate ADA requirements. 7/1/2015 7/1/2015 7/1/2015 226.S1 "Commercial and Industrial Driveway (Option C)" - Drawing replaced to accommodate ADA requirements. 7/1/2015 227.S1 "Depressed Alley Driveway" - Drawing revised to accommodate ADA requirements. 320 "Lighting Standard Setback" - Drawing revised to accommodate ADA requirements. 331 "Service Pedestal Setback" - Drawing revised to accommodate ADA requirements. 501 "Typical Underground Utility Locations in Residential Streets with 60-ft. or Less Right-of-Way" - Drawing revised to modify the depth requirements in accordance with current practices. 501.1 "Typical Underground Utility Locations in Streets with Greater Than 60-ft. Right-of-Way" - Drawing revised to modify the depth requirements in accordance with current practices. 715-723 Foundations - Drawings revised to accommodate ADA requirements. 7/1/2015 7/1/2015 7/1/2015 1/1/2015 1/1/2015 7/1/2015
24" 2" 12 1 4 " 7 1 2 " 1 1 2 " 12" R= 1 2" (TYP) 12" 1 4 " TYPE II AGG. BASE 24" 25" (OPTIONAL) (SEE NOTE 3) NOTES: 1. WHERE LONGITUDINAL SLOPE IS LESS THAN 0.4% THE FLOW LINE SHALL BE WATER TESTED. 2. CONSTRUCT 1/2" EXPANSION JOINT AT ALL COLD JOINTS, AT BEGINNING AND END OF CURB RETURNS, AND AT 300 FT. MAX. INTERVALS FOR EXTRUDED CURB AND 30 FT. MAX. INTERVALS FOR FORMED CURB. WEAKENED PLANE JOINTS SHALL BE FORMED AT THE REMAINING 15 FT. INTERVALS. SEE STD. DWG. NO. 234 FOR JOINT DETAILS. 3. ONE INCH BATTER AT GUTTER FACE IS OPTIONAL. 4. NO UTILITY BOXES AND COVERS ADJACENT TO R-TYPE CURB SHALL BE ALLOWED AT DRIVEWAY LOCATIONS 5. R-TYPE CURB AND GUTTER IS ONLY ALLOWED AT DRIVEWAY LOCATIONS UNLESS APPROVED BY THE AGENCY IN WRITING. (SEE STANDARD DRAWING NO. 223) 6. IF R-TYPE CURB IS APPROVED FOR OTHER AREAS, ALL UTILITY BOXES AND COVERS ADJACENT TO R-TYPE CURB SHALL BE HS-20 RATED "TRAFFIC BEARING" TYPE. 320 501 502 707 AGGREGATE BASE CONCRETE CONCRETE STRUCTURES JOINT MATERIAL SUPPLEMENTAL DRAWING RESIDENTIAL CURB & GUTTER R-TYPE DATE 07-01-15 217.S2 NEW DRAWING
3.00' DRIVEWAY WIDTH VARIES B 3.00' A 1.50' 1.00' 4.00' MIN. WIDTH 2% MAX. SLOPE EXPANSION JOINT (TYP) 2.00' R-TYPE CURB & GUTTER TRANSITION CURB TYPE L-TYPE CURB & GUTTER 2.00' B PLAN VIEW A DRIVEWAY SLOPE VARIES 4.00' MINIMUM (TYPICAL) EXPANSION JOINT (TYPICAL) 2.00% MAXIMUM SLOPE CONCRETE 0.50' 2.00' 1.58' 1.50' L-TYPE CURB- &-GUTTER 6" TYPE II AGG. BASE 1.00' 0.13' 0.63' 2.00' SECTION A-A 2.08' (OPTIONAL) DRIVEWAY SLOPE VARIES 4.00' MINIMUM (TYPICAL) EXPANSION JOINT (TYPICAL) 2.00% MAXIMUM SLOPE CONCRETE 0.17' 0.02' 2.00' 0.13' 1.02' 1.00' R-TYPE CURB- &-GUTTER 6" TYPE II AGG. BASE 1.00' 0.63' NOTES: SECTION B-B 2.00' 2.08' (OPTIONAL) 1. WHEN CONSTRUCTING DRIVEWAY WHERE CURB AND GUTTER EXISTS, COMPLETELY REMOVE INTERFERING PORTIONS OF EXISTING CURB AND GUTTER. DRIVEWAYS MAY BE MONOLITHIC TO A.C. LINE. 2. WEAKENED PLANE JOINTS SHALL BE UNIFORMLY PLACED BETWEEN 5' AND 7' INTERVALS, SEE STANDARD DRAWING NO. 234. 302 AGGREGATE BASE 501 CONCRETE 502 CONCRETE STRUCTURES 707 JOINT MATERIAL RESIDENTIAL DRIVEWAY DATE 07-01-15 223
PROPERTY LINE AND/OR BACK OF CONCRETE DRIVEWAY 1/2" EXPANSION JOINT VARIES DRIVEWAY APRON DEPRESSED CURB 4' GUTTER 4' PLAN VARIES 4' DEPRESSED 4' CURB DELETE PROPERTY LINE AND/OR BACK OF NOTES: CONCRETE DRIVEWAY BOTTOM OF CURB 6" MIN. ELEVATION 1/2" EXPANSION JOINT SECTION WEAKENED PLANE JOINT EQUAL REVERSE CURVES SLOPE SHALL BE 1:8 MAX. AND 1:12 MIN. MAXIMUM SLOPE 1-1/2" PER FOOT 1" ABOVE F.L. OF GUTTER DRAWING 6" TYPE II AGGREGATE BASE 1. WHEN CONSTRUCTING DRIVEWAY WHERE CURB AND GUTTER EXISTS, COMPLETELY REMOVE INTERFERING PORTIONS OF EXISTING CURB AND GUTTER. DRIVEWAYS MAY BE MONOLITHIC TO A.C. LINE. 2. WEAKENED PLANE JOINTS SHALL BE UNIFORMLY PLACED BETWEEN 5' AND 7' INTERVALS, SEE STANDARD DRAWING NO. 234. 302 AGGREGATE BASE 501 CONCRETE 502 CONCRETE STRUCTURES 707 JOINT MATERIAL RESIDENTIAL DRIVEWAY DATE 12-14-00 223
1 2 " EXPANSION JOINT A 1 2 " EXPANSION JOINT 2% MAX. SLOPE 4.00' MINIMUM 2% MAX. SLOPE 5.00' (TYP.) 2% MAX. SLOPE L-TYPE CURB & GUTTER TRANSITION CURB TRANSITION CURB L-TYPE CURB & GUTTER A 3.00' DRIVEWAY WIDTH VARIES 3.00' PLAN VIEW FG ELEV=100.52 FC ELEV=100.125 FL ELEV=100.00 LIP ELEV=100.125 FG ELEV=100.60 2% MAX. SLOPE 6" CONC. (SEE NOTE 3) 6" TYPE II AGG. BASE REINFORCING (SEE NOTE 1) 1.50' 1.50' 4.00' NOTES: MIN. SECTION A-A MINIMUM NOTE: ELEVATIONS SHOWN ARE TYPICAL 1. NO. 4 BARS AT 16" O.C. BOTH WAYS EXTENDING INTO GUTTER. NO. 4 BARS SHALL BE PLACED 3" ABOVE BOTTOM OF CONCRETE SUPPORTED BY NON-FERROUS CHAIRS APPROVED BY THE ENGINEER. 2. WHEN CONSTRUCTING DRIVEWAY WHERE CURB AND GUTTER EXISTS, COMPLETELY REMOVE INTERFERING PORTIONS OF EXISTING CURB AND GUTTER. DRIVEWAY SHALL BE MONOLITHIC TO A.C. LINE. 3. DRIVEWAY THICKNESS FOR INDUSTRIAL USE SHALL BE 8" MIN. 4. WEAKENED PLANE JOINTS SHALL BE EQUALLY SPACED AT 15' MAX. INTERVALS, SEE STANDARD DRAWING NO. 234. 302 AGGREGATE BASE 501 CONCRETE 502 CONCRETE STRUCTURES 505 REINFORCING STEEL 707 JOINT MATERIAL COMMERCIAL AND INDUSTRIAL DRIVEWAY (OPTION A) DATE 07-01-15 224
PROPERTY LINE AND/OR BACK OF CONCRETE DRIVEWAY 1/2" EXPANSION JOINT VARIES DRIVEWAY APRON DEPRESSED CURB 1/2" EXPANSION JOINT BOTH SIDES REINFORCING STEEL (SEE NOTE 1) 4' GUTTER 4' PLAN VARIES 4' DEPRESSED 4' CURB DELETE PROPERTY LINE AND/OR BACK OF CONCRETE DRIVEWAY BOTTOM OF CURB 6" MIN. (SEE NOTE 3) ELEVATION 1/2" EXPANSION JOINT WEAKENED PLANE JOINT EQUAL REVERSE CURVES SLOPE SHALL BE 1:8 MAX. AND 1:12 MIN. MAXIMUM SLOPE 1-1/2" PER FOOT DRAWING SEE NOTE 1 1" ABOVE F.L. OF GUTTER 3" 2" CLEAR (TYP.) NOTES: SECTION 6" TYPE II AGGREGATE BASE 1. NO. 4 BARS AT 16" O.C. BOTH WAYS EXTENDING INTO GUTTER. NO. 4 BARS SHALL BE PLACED 3" ABOVE BOTTOM OF CONCRETE SUPPORTED BY NON-FERROUS CHAIRS APPROVED BY THE ENGINEER. 2. WHEN CONSTRUCTING DRIVEWAY WHERE CURB AND GUTTER EXISTS, COMPLETELY REMOVE INTERFERING PORTIONS OF EXISTING CURB AND GUTTER. DRIVEWAY SHALL BE MONOLITHIC TO A.C. LINE. 3. DRIVEWAY THICKNESS FOR INDUSTRIAL USE SHALL BE 8" MIN. 4. WEAKENED PLANE JOINTS SHALL BE EQUALLY SPACED AT 15' MAX. INTERVALS, SEE STANDARD DRAWING NO. 234. 302 AGGREGATE BASE 501 CONCRETE 502 CONCRETE STRUCTURES 505 REINFORCING STEEL 707 JOINT MATERIAL COMMERCIAL AND INDUSTRIAL DRIVEWAY (OPTION A) DATE 12-14-00 224
DRIVEWAY WIDTH VARIES B 1/2" EXPANSION JOINT RAMP TRANSITION 6' MIN. SLOPE 1:12 MAX. WEAKENED PLANE JOINT 6" CURB FACE BACK OF CONCRETE BACK OF CURB TRANSITION CURB RAMP SLOPE 1:12 MAX. SLOPE 2% MAX. FLOWLINE SLOPE 1:12 MAX. 42" (TYP.) A TRANSITION CURB RAMP SLOPE 1:12 MAX. A 1.00' SEE NOTE 1 PLAN B RAMP TRANSITION LENGTH VARIES (3' MIN. / 15' MAX.) 1.5" 1.50' 1.00' 1" 6" CONCRETE (SEE NOTE 3) SEE NOTE 1 WEAKENED PLANE JOINT 2% MAX.1:12 MAX. 6" CONCRETE (SEE NOTE 3) EXPANSION JOINT FLOW LINE % 1:12 MAX. TRANSITION CURB HEIGHT EXPANSION JOINT CURB & GUTTER FLOW LINE % 1.50' 5.00' 6.00' 6" TYPE II AGGREGATE BASE SECTION B-B SEE NOTE 1 TRANSITION LENGTH VARIES SECTION A-A 6" TYPE II AGGREGATE BASE 1. NO. 4 BARS AT 16" O.C. BOTH WAYS EXTENDING INTO GUTTER. NO. 4 BARS SHALL BE PLACED 3" ABOVE BOTTOM OF CONCRETE SUPPORTED BY NON-FERROUS CHAIRS APPROVED BY THE ENGINEER. 2. WHEN CONSTRUCTING DRIVEWAY WHERE CURB AND GUTTER EXISTS, COMPLETELY REMOVE INTERFERING PORTIONS OF EXISTING CURB AND GUTTER. DRIVEWAY SHALL BE MONOLITHIC TO A.C. LINE. 3. DRIVEWAY THICKNESS FOR INDUSTRIAL USE SHALL BE 8" MIN. 4. WEAKENED PLANE JOINTS SHALL BE EQUALLY SPACED AT 15' MAX. INTERVALS. 5. THIS DRIVEWAY DESIGN SHALL ALSO BE USED FOR ALLEY INTERSECTIONS, 8" MIN. THICKNESS. 6. SPECIAL DESIGNS SUBJECT TO APPROVAL OF THE ENGINEER. 302 AGGREGATE BASE 501 CONCRETE 502 CONCRETE STRUCTURES H SUPPLEMENTAL DRAWING COMMERCIAL AND INDUSTRIAL 505 REINFORCING STEEL DRIVEWAY (OPTION C) 707 JOINT MATERIAL DATE 07-01-15 226.S1 N
1/2" EXPANSION JOINT ONLY IF ABUTTING CONCRETE VARIES B 1/2" CURB FACE WEAKENED PLANE JOINT BACK OF A A CONCRETE BACK OF CURB 5' R 6" TYPE II AGGREGATE BASE 1'-6" SEE NOTE 1 1-1/2" SECTION B-B 6" CONCRETE (SEE NOTE 3) VARIES PLAN WHEELCHAIR RAMP CURB FACE PROFILE 1. NO. 4 BARS AT 16" O.C. BOTH WAYS EXTENDING INTO GUTTER. NO. 4 BARS SHALL BE PLACED 3" ABOVE BOTTOM OF CONCRETE SUPPORTED BY NON-FERROUS CHAIRS APPROVED BY THE ENGINEER. 2. WHEN CONSTRUCTING DRIVEWAY WHERE CURB AND GUTTER EXISTS, COMPLETELY REMOVE INTERFERING PORTIONS OF EXISTING CURB AND GUTTER. DRIVEWAY SHALL BE MONOLITHIC TO A.C. LINE. 3. DRIVEWAY THICKNESS FOR INDUSTRIAL USE SHALL BE 8" MIN. FLOWLINE 1/2" CURB FACE 4. WEAKENED PLANE JOINTS SHALL BE EQUALLY SPACED AT 15' MAX. INTERVALS. 5. 6" 3" B 6" 6" MAX. VARIES 6" MIN. TYPE II AGGREGATE BASE DELETE 36" 1/2" 1" 6" 36" (TYP.) 1/2" CURB FACE SEE DETAIL STANDARD DRAWING NO. 235 SECTION A-A THIS DRIVEWAY DESIGN SHALL ALSO BE USED FOR ALLEY INTERSECTIONS, 8" MIN. THICKNESS. 6. SPECIAL DESIGNS SUBJECT TO APPROVAL OF THE ENGINEER. VARIES 1/2" EXPANSION JOINT 5" MIN. TYPE II AGGREGATE BASE SLOPE SHALL BE 1:8 MAX. AND 1:12 MIN. DRAWING 4" 302 AGGREGATE BASE 501 CONCRETE 502 CONCRETE STRUCTURES SUPPLEMENTAL DRAWING COMMERCIAL AND INDUSTRIAL 505 REINFORCING STEEL DRIVEWAY (OPTION C) 707 JOINT MATERIAL DATE 12-14-00 226.S1 N
BACK OF ALLEY (WIDTH VARIES) A TRANSITION AREA 1:12 MAX. SLOPE 1/2" EXPANSION JOINT DRIVEWAY APRON DEPRESSED CURB 4' MIN. 4' MIN. LENGTH VARIES GUTTER LENGTH VARIES PLAN A 1/2" EXPANSION JOINT BOTH SIDES 4' MIN. VARIES 4' MIN. LENGTH VARIES 1:12 MAX. SLOPE DEPRESSED CURB STREET SLOPE (%) LENGTH VARIES 1:12 MAX. SLOPE REINFORCING STEEL (SEE NOTE 1) BOTTOM OF CURB ELEVATION EQUAL REVERSE CURVES SLOPE 1:12 MAX. (8.33%) PROPERTY LINE AND/OR BACK OF MATCH ALLEY ELEV. MAX. SLOPE 1:50 (2%) MIN. SLOPE 1/10" PER FOOT 1:200 (0.5%) 1" ABOVE F.L. OF GUTTER 8" TYPE II AGGREGATE BASE 8" MIN. (SEE NOTE 3) 3" SEE NOTE 1 2" CLEAR (TYP.) SECTION A-A NOTES: 1. NO. 4 BARS AT 16" O.C. BOTH WAYS CONTINUOUS THROUGH GUTTER. NO. 4 BARS SHALL BE PLACED 3" ABOVE BOTTOM OF CONCRETE. 2. WHEN CONSTRUCTING DRIVEWAY WHERE CURB AND GUTTER EXISTS, COMPLETELY REMOVE INTERFERING PORTIONS OF EXISTING CURB AND GUTTER. DRIVEWAY SHALL BE MONOLITHIC TO A.C. LINE. 3. DRIVEWAY THICKNESS SHALL BE 8" MIN. B C H L SUPPLEMENTAL DRAWING DEPRESSED ALLEY DRIVEWAY N DATE 12-14-00 227.S1
BACK OF CURB 5' TYP. 6' TYP. POLE LC BACK OF 15", TYP. CURB CONCRETE OR GROUT CAP (SEE NOTE 2) LC POLE CURB BACK OF CURB 5' TYP. 4' TYP. CONCRETE OR GROUT CAP (SEE NOTE 2) 12" TYP. BEHIND CURBSIDE (EASEMENT MAY BE REQUIRED) (SEE USD 320.1) POLE LC BACK OF 15", TYP. LC POLE ALTERNATE 30" DIA. CONCRETE FOUNDATION SHOWN NOTES: 1. FOUNDATIONS SHALL BE LOCATED OUTSIDE OF THE WHENEVER FEASIBLE. A CLEARANCE OF 36" 48" SHALL BE MAINTAINED ON TO COMPLY WITH THE AMERICANS WITH DISABILITIES ACT. 2. FOUNDATION CAP SHALL BE CONCRETE OR GROUT AS DESIGNATED BY THE ENTITY ENGINEER. 12", TYP. BACK PORTION OF CURBSIDE (NOT FOR NEW CONSTRUCTION) 4'-0" TYP. MIN. CONCRETE OR GROUT CAP (SEE NOTE 2) CURB (EASEMENT MAY BE REQUIRED) (SEE USD 320.1) BACK OF CURB *4'-0" MIN. PER AASHTO ROADSIDE DESIGN GUIDE CL OFFSET CAP AND ALTERNATE 30" DIAMETER FOUNDATION AS NEEDED TO STAY WITHIN RIGHT-OF-WAY OFFSET 48" MIN. LC POLE 15", TYP. ALTERNATE 30" DIA. CONCRETE FOUNDATION SHOWN 12", TYP. OPEN AREA OR BETWEEN CURB AND ALTERNATE 30" DIA. CONCRETE FOUNDATION SHOWN 501 623 PORTLAND CEMENT CONCRETE TRAFFIC SIGNALS & STREETLIGHTING LIGHTING STANDARD SETBACK DATE 7-8-04 320
BACK OF CURB BACK OF LC PEDESTAL GUTTER GUTTER GUTTER CURB CURB CURB BEHIND (FOR WIDTHS LESS THAN 5 FT.) BACK OF CURB 36" MIN. CONCRETE CAP BACK PORTION OF (FOR WIDTHS OF 5 FT. OR GREATER) BACK OF CURB * 36" MIN. 36" MIN. * PER AASHTO ROADSIDE DESIGN GUIDE CONCRETE CAP PEDESTAL LC FRONT FRONT PEDESTAL LC FRONT BACK OF VAR. LC PEDESTAL C L PEDESTAL LC PEDESTAL EASEMENT REQUIRED EASEMENT MAY BE REQUIRED 48" MIN. CONCRETE CAP OPEN AREA OR WITH AMENITY ZONE 501 623 PORTLAND CEMENT CONCRETE TRAFFIC SIGNALS & STREETLIGHTING SERVICE PEDESTAL SETBACK DATE 12-12-96 331
R/W 12" STREETLIGHT FOUNDATION 24" 22" 48" 30" 36" 36" MIN. G E A F B C H D 12" 18" 30" 32" 34" A. STREETLIGHT CONDUIT B. POWER COMPANY SECONDARY C. POWER COMPANY PRIMARY D. TELEPHONE CONDUITS E. CABLE T.V. CONDUIT F. TRAFFIC SIGNAL CONDUIT G. OTHER COMMUNICATIONS CONDUIT H. FAST ITS COMMUNICATIONS CONDUIT 4'-0" C L VARIES FINISHED GRADE 2'-6" MIN. 42" MIN. COVER FOR PIPE 8" DIA. AND SMALLER COVER FOR PIPE GREATER THAN 8" DIA., LESS THAN 24" DIA. 60" MIN. COVER FOR PIPE 24" AND GREATER. GAS Effective 1/1/15 12" MIN. CLR. WATER SEWER 3'-0" MIN. CLR. 10'-0" MIN. CLR. OR AS APPROVED BY THE ENGINEER NOTE: SEWER MAY BE OTHER SIDE OF CENTERLINE AS TERRAIN DICTATES. DATE 8-14-14 DATE 2-9-06 TYPICAL UNDERGROUND UTILITY LOCATIONS IN STREETS WITH GREATER THAN 60 FT. RIGHT-OF-WAY 501.1
R/W 12" STREETLIGHT FOUNDATION 34" 32" 20"-22" H 24" J TYP. 48" 36" MIN. 15"-18" TYP. 24"- 30" TYP. 3" A F 12" 6" G E TYP. D 8" TYP. B C 4" D 12" 18" 12" 30" A. STREETLIGHT CONDUIT B. POWER COMPANY SECONDARY C. POWER COMPANY PRIMARY D. TELEPHONE CONDUITS E. CABLE T.V. CONDUIT F. TRAFFIC SIGNAL CONDUIT G. OTHER COMMUNICATIONS CONDUIT H. POWER MARKING TAPE J. TELEPHONE MARKING TAPE LC VARIES FINISHED GRADE 2'-6" MIN. GAS 42" MIN. COVER FOR PIPE 12" DIA. AND SMALLER COVER FOR PIPE GREATER THAN 12" DIA., LESS THAN 24" DIA. 60" MIN. COVER FOR PIPE 24" AND GREATER. 12" MIN. CLR. WATER SEE NOTE 3 SEWER 4'-0" 3'-0" MIN. 10'-0" MIN. CLR. OR AS APPROVED BY THE ENGINEER NOTES: 1. SEWER MAY BE LOCATED ON OTHER SIDE OF CENTERLINE AS TERRAIN DICTATES. WIDTHS LESS THAN 5 FEET PER STANDARD DRAWING NO. 320. 2. STREETLIGHT FOUNDATIONS SHALL BE LOCATED BEHIND FOR Effective 1/1/15 3. SEPARATION DISTANCE SHALL CONFORM TO UTILITY STANDARDS ADOPTED BY THE GOVERNING AGENCY FOR SEWER AND WATER FACILITIES. 4. STREET CONSTRUCTION SHALL CONFORM TO THE DESIGNED PLANS. 5. UTILITY CONSTRUCTION BACKFILL SHALL CONFORM TO SECTION 208. 6. UTILITY LINES SHALL BE RE-ROUTED IF DROP INLET IS IN CONFLICT. 7. WATER TRANSMISSION MAIN SEPARATION SHALL BE REFFERRED TO WATER PURVEYOR GUIDELINES. DATE 2-9-06 TYPICAL UNDERGROUND UTILITY LOCATIONS IN RESIDENTIAL STREETS WITH 60 FT. OR LESS RIGHT-OF-WAY DATE 8-14-14 501
24" DIA. CONCRETE BASE OR 18" SQ. CONCRETE BASE USE TEMPLATE PROVIDED BY MFR. BRONZE GROUNDING CONNECTOR UL LISTED FOR UNDERGROUND USE (ONE PER BOLT) SEE NOTE 1 BASE COVER 40" MIN. 2% MAX. SLOPE 5" NO. 4 AWG SEVEN (7) STRAND BARE COPPER GROUNDING WIRE 3' ABOVE FOUNDATION. CONNECT GROUNDING WIRE TO GROUNDING POINT. CONDUIT TO EXTEND 6" ABOVE TOP OF THE ANCHOR BOLTS BASE OF POLE 1" NON-SHRINK GROUT BETWEEN POLE BASE AND 5/8" X 12" HOT-DIP GALVANIZED ANCHOR BOLTS 18" 4" CAP 24" MIN. 15# FELT (2 LAYERS) STANDARD GROUNDING PLATE PER NEC 250-83 250.52 & 250.53 NOTE: 24" DIA. OR 18" SQ. 1. CONTINUOUS BARE COPPER GROUNDING WIRE SHALL BE LOOPED AROUND ANCHOR BOLTS ONE TIME AND CONNECTED TO EACH ANCHOR BOLT BEFORE CONTINUING DOWN TO THE GROUNDING PLATE. 501 623 PORTLAND CEMENT CONCRETE TRAFFIC SIGNALS & STREETLIGHTING TYPE "A" FOUNDATION DATE 9-14-00 715
24" DIA. CONCRETE BASE OR 18" SQ. CONCRETE BASE USE TEMPLATE PROVIDED BY MFR. BRONZE GROUNDING CONNECTOR UL LISTED FOR UNDERGROUND USE (ONE PER BOLT) SEE NOTE 1 BASE COVER 40" MIN. 2% MAX. SLOPE 5" NO. 4 AWG SEVEN (7) STRAND BARE COPPER GROUNDING WIRE 3' C ABOVE FOUNDATION. CONNECT GROUNDING WIRE TO GROUNDING POINT. CONDUIT TO EXTEND 6" ABOVE TOP OF THE ANCHOR BOLTS BASE OF POLE 1" NON-SHRINK GROUT BETWEEN POLE BASE AND 5/8" X 12" HOT-DIP GALVANIZED ANCHOR BOLTS 24" MIN. 36" 4" CAP STANDARD GROUNDING PLATE PER NEC 250-83 250.52 & 250.53 NOTE: 24" DIA. OR 18" SQ. 15# FELT (2 LAYERS) 1. CONTINUOUS BARE COPPER GROUNDING WIRE SHALL BE LOOPED AROUND ANCHOR BOLTS ONE TIME AND CONNECTED TO EACH ANCHOR BOLT BEFORE CONTINUING DOWN TO THE GROUNDING PLATE. PROFESSIONAL ELECTRICAL ENGINEER STAMP ON FILE 501 PORTLAND CEMENT CONCRETE 623 TRAFFIC SIGNALS & STREETLIGHTING TYPE "B" FOUNDATION DATE 9-14-00 716
30" DIA. CONCRETE BASE OR 24" SQ. CONCRETE BASE USE TEMPLATE PROVIDED BY MFR. 41" MIN. 2% MAX. SLOPE BASE COVER 5" NO. 4 AWG SEVEN (7) STRAND BARE COPPER GROUNDING WIRE 3' ABOVE FOUNDATION. CONNECT GROUNDING WIRE TO GROUNDING POINT. CONDUIT TO EXTEND 6" ABOVE TOP OF THE ANCHOR BOLTS BASE OF POLE 1" NON-SHRINK GROUT BETWEEN POLE BASE AND 4" MIN.,6" MAX. CONCRETE CAP BRONZE GROUNDING CONNECTOR UL LISTED FOR UNDERGROUND USE (ONE PER BOLT) SEE NOTE 1 24" MIN. 3/4" X 18" X 3" HOT-DIP GALVANIZED ANCHOR BOLTS 3'-0" 30" DIA. OR 24" SQ. 15# FELT (2 LAYERS) STD. GROUNDING PLATE PER NEC 250-83 250.52&250.53 NOTE: 1. CONTINUOUS BARE COPPER GROUNDING WIRE SHALL BE LOOPED AROUND ANCHOR BOLTS ONE TIME AND CONNECTED TO EACH ANCHOR BOLT BEFORE CONTINUING DOWN TO THE GROUNDING PLATE. PROFESSIONAL ELECTRICAL ENGINEER STAMP ON FILE 501 PORTLAND CEMENT CONCRETE 623 TRAFFIC SIGNALS & STREETLIGHTING TYPE "C" FOUNDATION DATE 9-14-00 717
NOTES: 1. ANCHOR BOLTS SHALL BE HOT-DIP GALVANIZED STEEL WITH NUT AND WASHER. 2. CONTINUOUS BARE COPPER GROUNDING WIRE SHALL BE LOOPED AROUND ANCHOR BOLTS ONE TIME AND CONNECTED TO EACH ANCHOR BOLT BEFORE CONTINUING DOWN TO THE GROUNDING PLATE. USE TEMPLATE PROVIDED BY MFR. ANCHOR BOLTS POLE GA. 11 7 3 BOLT "E" SEE POLE DRAWING 1-1/8" X 40" X 4" 1-1/4" X 44" X 4" BRONZE GROUNDING CONNECTOR UL LISTED FOR UNDERGROUND USE (ONE PER BOLT) SEE NOTE 2 BASE COVER 44" MIN. 2% MAX SLOPE 7" NO. 4 AWG SEVEN (7) STRAND BARE COPPER GROUNDING WIRE 3' ABOVE FOUNDATION. CONNECT GROUNDING WIRE TO GROUNDING POINT. CONDUIT TO EXTEND 6" ABOVE TOP OF THE ANCHOR BOLTS BASE OF POLE 1" NON-SHRINK GROUT BETWEEN POLE BASE AND 4" MIN.-6" MAX. CONCRETE CAP 24" MIN. 8'-6" 3'-6" MESH HEIGHT 6"X6" WIRE MESH 10 GA. 6" 15# FELT (2 LAYERS) 36" DIA. CONCRETE BASE STD. GROUNDING PLATE PER NEC 250-83 250.52&250.53 PROFESSIONAL ELECTRICAL ENGINEER STAMP ON FILE 501 PORTLAND CEMENT CONCRETE 623 TRAFFIC SIGNALS & STREETLIGHTING TYPE "E" FOUNDATION DATE 9-14-00 718
NOTES: 1. ANCHOR BOLTS SHALL BE HOT-DIP GALVANIZED STEEL WITH NUT AND WASHER. 2. 3. CONTINUOUS BARE COPPER GROUNDING WIRE SHALL BE LOOPED AROUND ANCHOR BOLTS ONE ONE TIME CONNECTED TO EACH ANCHOR BOLT BEFORE CONTINUING DOWN TO THE GROUNDING PLATE. VERTICAL ADJUSTMENT REQUIRED FOR POLES INSIDE ACCESS RAMPS. USE TEMPLATE PROVIDED BY MFR. ANCHOR BOLTS POLE GA. 11 7 3 BOLT "E" SEE POLE DRAWING 1-1/8" X 40" X 4" 1-1/4" X 44" X 4" BRONZE GROUNDING CONNECTOR UL LISTED FOR UNDERGROUND USE (ONE PER BOLT) SEE NOTE 2 BASE COVER 44" MIN. FINISH GRADE SEE NOTE 3 2% MAX SLOPE 7" NO. 4 AWG SEVEN (7) STRAND BARE COPPER GROUNDING WIRE 3' C ABOVE FOUNDATION. CONNECT GROUNDING WIRE TO GROUNDING POINT. CONDUIT TO EXTEND 6" ABOVE TOP OF THE ANCHOR BOLTS BASE OF POLE 1" NON-SHRINK GROUT BETWEEN POLE BASE AND 4" MIN.-6" MAX. CONCRETE CAP 10'-6" 24" MIN. 6'-6" MESH HEIGHT 6"X6" WIRE MESH 10 GA. 6" 15# FELT (2 LAYERS) STD. GROUNDING PLATE 36" DIA. CONCRETE BASE PER NEC 250-83 250.52&250.53 PROFESSIONAL ELECTRICAL ENGINEER STAMP ON FILE 501 PORTLAND CEMENT CONCRETE 623 TRAFFIC SIGNALS & STREETLIGHTING TYPE "F" FOUNDATION DATE 9-14-00 719
NOTES: 1. ANCHOR BOLTS SHALL BE HOT-DIP GALVANIZED STEEL WITH NUT AND WASHER. 2. CONTINUOUS BARE COPPER GROUNDING WIRE SHALL BE LOOPED AROUND ANCHOR BOLTS ONE ONE TIME CONNECTED TO EACH ANCHOR BOLT BEFORE CONTINUING DOWN TO THE GROUNDING PLATE. USE TEMPLATE PROVIDED BY MFR. 3. VERTICAL ADJUSTMENT REQUIRED FOR POLES INSIDE ACCESS RAMPS. ANCHOR BOLTS POLE GA. 11 7 3 BOLT "E" SEE POLE DRAWING 1-1/8" X 40" X 4" 1-1/4" X 44" X 4" BRONZE GROUNDING CONNECTOR UL LISTED FOR UNDERGROUND USE (ONE PER BOLT) SEE NOTE 2 BASE COVER 44" MIN. FINISH GRADE SEE NOTE 3 2% MAX SLOPE 7" NO. 4 AWG SEVEN (7) STRAND BARE COPPER GROUNDING WIRE 3' ABOVE FOUNDATION. CONNECT GROUNDING WIRE TO GROUNDING POINT. CONDUIT TO EXTEND 6" ABOVE TOP OF THE ANCHOR BOLTS BASE OF POLE 1" NON-SHRINK GROUT BETWEEN POLE BASE AND 4" MIN.,6" MAX. CONCRETE CAP 24" MIN. 5'-0" 3'- 6" MESH HEIGHT 6"X6" WIRE MESH 10 GA. 6" 15# FELT (2 LAYERS) STD. GROUNDING PLATE 36" DIA. CONCRETE BASE PER NEC 250-83 250.52&250.53 PROFESSIONAL ELECTRICAL ENGINEER STAMP ON FILE 501 PORTLAND CEMENT CONCRETE 623 TRAFFIC SIGNALS & STREETLIGHTING TYPE "G" FOUNDATION DATE 9-14-00 720
NOTES: 1. ANCHOR BOLTS SHALL BE HOT-DIP GALVANIZED STEEL WITH NUT AND WASHER. 2. CONTINUOUS BARE COPPER GROUNDING WIRE SHALL BE LOOPED AROUND ANCHOR BOLTS ONE TIME AND CONNECTED TO EACH ANCHOR BOLT BEFORE CONTINUING DOWN TO THE GROUNDING PLATE. 16 1/2" DIA. USE TEMPLATE PROVIDED BY MFR. 3. VERTICAL ADJUSTMENT REQUIRED FOR POLES INSIDE ACCESS RAMPS. BASE COVER 44" MIN. NO. 4 AWG SEVEN (7) STRAND BARE COPPER GROUNDING WIRE 3' C ABOVE FOUNDATION. CONNECT GROUNDING WIRE TO GROUNDING POINT. CONDUIT TO EXTEND 6" ABOVE TOP OF THE ANCHOR BOLTS BRONZE GROUNDING CONNECTOR UL LISTED FOR UNDERGROUND USE (ONE PER BOLT) SEE NOTE 2 FINISH GRADE SEE NOTE 3 2% MAX SLOPE 7" 1 3/4" X 60" X 6" BOLTS BASE OF POLE 1" NON-SHRINK GROUT BETWEEN POLE BASE AND 4" MIN.-6" MAX. CONCRETE CAP 24" MIN. 12'-0" 10'-0" MESH HEIGHT 6"X6" WIRE MESH 10 GA. 6" 15# FELT (2 LAYERS) 36" DIA. CONCRETE BASE STD. GROUNDING PLATE PER NEC 250-83 250.52&250.53 PROFESSIONAL ELECTRICAL ENGINEER STAMP ON FILE 501 PORTLAND CEMENT CONCRETE 623 TRAFFIC SIGNALS & STREETLIGHTING TYPE "H" FOUNDATION DATE 9-14-00 721
NOTES: 1. ANCHOR BOLTS SHALL BE HOT-DIP GALVANIZED STEEL WITH NUT AND WASHER. 2. ANCHOR BOLT MINIMUM YIELD STRENGTH Fy = 50 KSI. 3. SURROUNDING SOIL MUST HAVE SOIL-BEARING PRESSURE S1 OF 1500 PSF. 4. WRAP 20' OF #4 AWG BARE COPPER GROUNDING WIRE AROUND ENTIRE CAGE. GROUNDING WIRE SHALL BE CONNECTED TO ONE ANCHOR BOLT NEAR TOP OF FOUNDATION AND CONTINUE DOWN AROUND CAGE AND CONNECT TO GROUNDING PLATE AT BOTTOM OF FOUNDATION. 5. 6. STEEL WIRE SHALL BE USED TO TIE ALL BARS AND WIRE MESH FIRMLY TOGETHER. VERTICAL ADJUSTMENT REQUIRED FOR POLES INSIDE ACCESS RAMPS. BASE COVER BRONZE GROUNDING CONNECTOR UL LISTED FOR UNDERGROUND USE 44" MIN. FINISH GRADE SEE NOTE 6 2% MAX SLOPE 7" 19" DIA. 12 - #7 BARS 11'- 6" LONG EQUALLY SPACED USE TEMPLATE PROVIDED BY MFR. 2" CLR. (TYP.) NO. 4 AWG SEVEN (7) STRAND BARE COPPER GROUNDING WIRE 3' ABOVE FOUNDATION. CONNECT GROUNDING WIRE TO GROUNDING POINT. (SEE NOTE 4) CONDUIT TO EXTEND 6" ABOVE TOP OF THE ANCHOR BOLTS 2" X 66" X 6" BOLTS BASE OF POLE 1" NON-SHRINK GROUT BETWEEN POLE BASE AND 4" MIN.-6" MAX. CONCRETE CAP 2" NOM. 24" MIN. 12'-0" 10'-0" MESH HEIGHT 10 GA. 6"X6" WIRE MESH OR #4 BAR 6"X6" SPACING #4 BAR 2"X2" SPACING, TOP 14" MIN. STD. GROUNDING PLATE PER NEC 250-83 250.52 & 250.53 36" DIA. CONCRETE BASE 15# FELT (2 LAYERS) PROFESSIONAL ELECTRICAL ENGINEER STAMP ON FILE 501 PORTLAND CEMENT CONCRETE 623 TRAFFIC SIGNALS & STREETLIGHTING TYPE "L" FOUNDATION DATE 9-14-00 722
NOTES: 1. ANCHOR BOLTS SHALL BE HOT-DIP GALVANIZED STEEL WITH NUT AND WASHER. 2. WRAP 20' OF #4 AWG BARE COPPER GROUNDING WIRE AROUND ENTIRE CAGE. GROUNDING WIRE SHALL BE CONNECTED TO ONE ANCHOR BOLT NEAR TOP OF FOUNDATION AND CONTINUE DOWN AROUND CAGE AND CONNECT TO GROUNDING PLATE AT BOTTOM OF FOUNDATION. 3. STEEL WIRE SHALL BE USED TO TIE ALL BARS AND SPIRAL FIRMLY TOGETHER. 4. 28 DAY STRENGTH - 4000 PSI MIN. ALL REINFORCING STEEL SHALL BE ASTM A615 GR 60. 5. MAXIMUM ALLOWABLE OVERTURNING MOMENT IS 180 FT-KIPS. 6. MAXIMUM ALLOWABLE TORSION IS 220 FT-KIPS. 7. THE FOUNDATION DESIGN SHOWN ASSUMES A NON-COHESIVE SOIL WITH A MINIMUM INTERNAL FRICTION ANGLE OF 30 DEGREES. IF ACTUAL SOIL CONDITIONS ARE LESSER QUALITY, THE FOUNDATION SHOULD BE DESIGNED FOR THE SPECIFIC SITE CONDITIONS. 8. VERTICAL ADJUSTMENT REQUIRED FOR POLES INSIDE ACCESS RAMPS. BASE COVER BRONZE GROUNDING CONNECTOR UL LISTED FOR UNDERGROUND USE FINISH GRADE SEE NOTE 8 2% MAX SLOPE 7" 25" DIA. 16 - #9 BARS 15'- 6" LONG EQUALLY SPACED DRILLED SHAFT USE TEMPLATE PROVIDED BY MFR. 4" CLR. (MIN.) NO. 4 AWG SINGLE-STRAND BARE COPPER GROUNDING WIRE 3' C ABOVE FOUNDATION. CONNECT GROUNDING WIRE TO GROUNDING POINT. (SEE NOTE 4) CONDUIT TO EXTEND 6" ABOVE TOP OF THE ANCHOR BOLTS 2-1/4" X 93" X 9" A307 GRADE B BOLTS BASE OF POLE 1" NON-SHRINK GROUT BETWEEN POLE BASE AND 4" MIN.-6" MAX. CONCRETE CAP 6'-8" MIN. EMBEDMENT 24" MIN. 16'-4" 1/2" SPIRAL AT 3" PITCH (STEEL WIRE) 16 - #9 BARS FOR TYPE XX-B SIGNAL AND LUMINAIRE POLES, SEE STANDARD DRAWING NO. 810. STD. GROUNDING PLATE PER NEC 250-83 250.52 & 250.53 48" DIA. CONCRETE BASE 15# FELT (2 LAYERS) 501 623 PORTLAND CEMENT CONCRETE TRAFFIC SIGNALS & STREETLIGHTING TYPE "M" FOUNDATION DATE 10-10-02 723