Schertz Civil Details 10.1.201512' LANE 28' PAVEMENT12' LANE3'
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9"NOTE:1. FLUSH CURB TO BE A MINIMUM OF 12" DEEP. SEE FLUSH CURB DETAIL.2. PAVEMENT COURSE AND DEPTHS SHOWN ARE A MINIMUM COMPACTED THICKNESS.ENGINEER TO DESIGN PAVEMENT TO ACHIEVE MINIMUM STRUCTURAL NUMBER 3.15.3. SWELLING SOILS , SOILS WITH P.I. OF 20 OR MORE, SHALL BE TREATED BY REMOVAL ANDREPLACEMENT, OR GEOGRID, OR CEMENT SOIL TREATMENT, OR DRAINS/BARRIERS, ORCOMBINATION AS DETERMINED BY A PAVEMENT DESIGN.2%2%2%2%1TYPICAL RURAL STREET
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4" FLEXIBLE BASE TYPE A - GRADE 1 OR 2COMPACTED TO 95% MIN. DRY DENSITY (T
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TX-5 GEOGRID OR BETTERSUBGRADE COMPACTED TO 95% MIN. DRY DENST
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3 CENTER STRIPINGLANE STRIPE 3" HMAC (TYPE "D") 330 LBS/SY4" ATB @ 95% TEX 126EPRIME COATTACK COAT TACK COAT 3'PARKWAY9"1 3
1
3
1
3
NOTE:1. CURB AND GUTTER USED ON ALL STREETS UNLESS MATCHING EXISTING STREET SECTIONMEETING CLASSIFICATION ON CURRENT MASTER THOROUGHFARE PLAN AND APPROVED BYPUBLIC WORKS AND ENGINEERING.2. PAVEMENT COURSE AND DEPTHS SHOWN ARE A MINIMUM COMPACTED THICKNESS.ENGINEER TO DESIGN PAVEMENT TO ACHIEVE MINIMUM STRUCTURAL NUMBER = 2.50.3. SWELLING SOILS, SOILS WITH P.I. OF 20 OR MORE, SHALL BE TREATED BY REMOVAL ANDREPLACEMENT, OR GEOGRID, OR CEMENT SOIL TREATMENT, OR DRAINS/BARRIERS, ORCOMBINATION AS DETERMINED BY A PAVEMENT DESIGN.2%
2%
30' FOC
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10'PARKWAY 50'
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2%
2%
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36' OR 42'
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9'PARKWAYMINIMUM 60'
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NOTE:1. CURB AND GUTTER USED ON ALL STREETS UNLESS MATCHING EXISTING STREET SECTION MEETING CLASSIFICATION ONCURRENT MASTER THOROUGHFARE PLAN AND APPROVED BY PUBLIC WORKS AND ENGINEERING.2. PAVEMENT COURSE AND DEPTHS SHOWN ARE A MINIMUM COMPACTED THICKNESS. ENGINEER TO DESIGN PAVEMENT TOACHIEVE MINIMUM STRUCTURAL NUMBER = 2.90.3. SWELLING SOILS, SOILS WITH P.I. OF 20 OR MORE, SHALL BE TREATED BY REMOVAL AND REPLACEMENT, OR GEOGRID, ORCEMENT SOIL TREATMENT, OR DRAINS/BARRIERS, OR COMBINATION AS DETERMINED BY A PAVEMENT DESIGN.2'MIN.2'MIN.
2%
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NOTE:1. CURB AND GUTTER USED ON ALL STREETS UNLESS MATCHING EXISTING STREET SECTION MEETING CLASSIFICATION ONCURRENT MASTER THOROUGHFARE PLAN AND APPROVED BY PUBLIC WORKS AND ENGINEERING.2. PAVEMENT COURSE AND DEPTHS SHOWN ARE A MINIMUM COMPACTED THICKNESS. ENGINEER TO DESIGN PAVEMENT TOACHIEVE MINIMUM STRUCTURAL NUMBER= 3.25.3. SWELLING SOILS, SOILS WITH P.I. OF 20 OR MORE, SHALL BE TREATED BY REMOVAL AND REPLACEMENT, OR GEOGRID, ORCEMENT SOIL TREATMENT, OR DRAINS/BARRIERS, OR COMBINATION AS DETERMINED BY A PAVEMENT DESIGN.2%
2%
48
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12'PARKWAY MINIMUM
12
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CONCRETE PAVEMENT NOTE:1. THE MAXIMUM WIDTH BETWEEN LONGITUDINAL JOINTS SHALLNOT EXCEED 15'-0".2. ALL EARTHEN AREAS ARE TO BE HYDROMULCHED UNLESSOTHERWISE SHOWN ON DRAWINGS.3. CONTRACTOR MAY SAWCUT IN LIEU OF DEFORMED METALSTRIP.4. USE STRIP OF SOD GRASS TO PREVENT EROSION UNTILSTAND OF GRASS IS ESTABLISHED.5. AN EQUAL OR LARGER AREA OF WELDED REINFORCEMENTBAR CONFORMING TO ASTM A497 MAY BE SUBSTITUTED FORREBARS LISTED TABLE 1.
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SIDEWALK AND CURB EXPANSION JOINT NOTES(TECH SPEC 02752)1.STEEL TO MEET ASTM STD SPECIFICATIONS FORCONCRETE REFORCING BARS.2.EXPANSION JOINT TO BE PLACED AT THE END OF EACHCURB RADIUS AND SPACED AT A MAXIMUM DISTANCEOF 40 FEET MAXIMUM SPACING FOR CONTROL JOINTSSHALL BE 5 FEET ON SIDEWALKS AND 10 FEET ONCURBS.3.CENTER DOWEL HORIZONTALLY ON JOINT4.CENTER DOWEL VERTICALLY IN CONCRETE AS NEEDEDTO MAINTAIN 2" MIN. COVER.5.REINFORCING STEEL SHALL BE #3 BARS (INLINE WITHDOWELS).BASE MATERIAL DOWELS ATEXP. JOINTS.
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CONCRETE DRIVEWAY NOTES1.SIDEWALK SHALL HAVE A MINIMUM WIDTH OF 5' AND BE SHALL BELOCATED A MINIMUM OF 2' FROM THE BACK OF CURB.2.DUMMY JOINTS PARALLEL TO THE CURB SHALL BE PLACED WHERETHE SIDEWALK MEETS THE DRIVEWAY.3.DUMMY JOINTS PERPENDICULAR TO THE CURB, AND WITHIN THEBOUNDARIES OF THE PARALLEL DUMMY JOINTS, SHALL BE PLACEDAT INTERVALS EQUAL TO THE WIDTH OF THE SIDEWALK.4.A MINIMUM OF TWO ROUND AND SMOOTH DOWEL BARS 3 /8" INDIAMETER AND 18" IN LENGTH SHALL BE SPACED 18" APART ATEACH EXPANSION JOINT.5.SIDEWALK RAMP LENGTHS SHALL BE OF SUFFICIENT LENGTH TOMAINTAIN 8.33% (1:12) MAXIMUM SLOPE. WHERE SIDEWALKSCROSS DRIVEWAYS, SIDEWALK CROSS SLOPE SHALL NOT EXCEED2%.6.SIDEWALK RAMP SURFACE SHALL BE BRUSH FINISHED.
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7. SIDEWALK RAMP SURFACE SHALL BE BRUSH FINISHED.
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(
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LOW SIDE RAMP5' MIN. LANDINGHIGH SIDE RAMP2.0'MIN 2.0'MINASPHALT7"8.33% MAX.8.33% MAX.GENERAL NOTES1. DEVIATION OF THE PATHWAY FROM A STRAIGHT LINE IS ENCOURAGED TO AVOID TREES OR OTHER OBSTRUCTIONS.2. FOR LOCAL STREETS, SIDEWALKS SHALL HAVE A MINIMUM UNOBSTRUCTED WIDTH OF 5' AND IF SEPARATED FROM THE CURB, THE SIDEWALK SHAL
L
B
E
L
O
C
A
T
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D
A
MINIMUM OF 2' FROM THE BACK OF CURB.3. FOR OTHER THAN LOCAL STREETS, SIDEWALKS SHALL HAVE A MINIMUM UNOBSTRUCTED WIDTH OF 5' AND SEPARATED A MINIMUM OF 2' FROM THE
B
A
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F
C
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R
B
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S
AN OPTION, THE SIDEWALK SHALL HAVE A MINIMUM WIDTH OF 6' WHEN LOCATED AT THE BACK OF CURB.4. SIDEWALK RAMP LENGTHS PRESENTED IN TABLE 1 ARE GUIDELINES ONLY. SIDEWALK RAMP LENGTHS SHALL BE OF SUFFICIENT LENGTH TO MAINTA
I
N
8
.
3
3
%
(
1
:
1
2
)
MAXIMUM SLOPE. 5. ALL CURB-RAMPS OR LANDINGS ABUTTING THE CROSSWALK SHALL HAVE A DETECTABLE WARNING 24 INCHES DEEP (IN THE DIRECTION OF PEDEST
R
I
A
N
T
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A
V
E
L
)
A
N
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EXTENDING THE FULL WIDTH OF THE CURB RAMP OR LANDING. THE DETECTABLE WARNING SHALL CONSIST OF RAISED TRUNCATED DOMES, ALIG
N
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D
I
N
A
G
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I
D
PATTERN WITH A DIAMETER OF A NOMINAL 0.9 INCHES (23 MM), A HEIGHT OF NOMINAL 0.2 INCHES (5 MM) AND A CENTER-TO-CENTER SPACING OF
N
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(60 MM).6. DETECTABLE WARNINGS SHALL CONTRAST VISUALLY WITH ADJOINING SURFACES, EITHER LIGHT-ON-DARK, OR DARK-ON-LIGHT. THE MATERIAL USE
D
T
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P
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V
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CONTRAST SHALL BE AN INTEGRAL PART OF THE WALKING SURFACE.7. TYPICAL SIDEWALK RAMP TO BE USED IN ALL NEW CONSTRUCTION8. CONSTRUCTION OF ALL WHEELCHAIR RAMPS TO BE INCLUDED UNDER ITEMS FOR "CONCRETE CURBING", "MACHINE LAID CURB" AND/OR "CONCRET
E
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SURFACE SHALL BE BRUSH FINISHED.9. THESE DETAILS ARE FOR REFERENCE ONLY. ACTUAL LOCATIONS OF WHEELCHAIR RAMPS TO BE SHOWN ON CONSTRUCTION PLANS. CITY CONSTR
U
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I
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CAN ADJUST LOCATIONS FOR SAFETY OR UTILITY CLEARANCE.10. SIDEWALKS LESS THAN 5 FEET IN WIDTH SHALL BE PROVIDED WITH A PASSING SPACE AT A MAXIMUM SPACING OF 200 FEET.11. WHEELCHAIR RAMP SHALL BE CONSTRUCTED WITH 4" CLASS "A" CONCRETE AND 2" GRAVEL, CRUSHED ROCK OR FLEXIBLE BASE MATERIAL.12. REINFORCING STEEL SHALL BE #3 BARS AT 18" O.C.E.W. OR 6" x 6" - W2.9 x W2.9 WIRE MESH.13. SIDEWALK GRADES SHALL NOT EXCEED THE GRADE ESTABLISHED FOR THE ADJACENT ROADWAY, ANY SIDEWALK CONSTRUCTION THAT DEVIATES
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GRADE OF THE ROADWAY TO CREATE A GRADE STEEPER THAN THE EXISTING ROADWAY WILL REQUIRE RAMPS, HANDRAILS AND RESTING PLATF
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CONSTRUCTED IN ACCORDANCE WITH ADA AND TAS STANDARDS.14. SIDEWALK CROSS GRADE SHALL HAVE A MAXIMUM SLOPE OF 2%. LANDINGS SHALL HAVE A MAXIMUM SLOPE OF 2% IN ANY DIRECTION.15. THE CHANGE OF GRADE BETWEEN ADJACENT SURFACES SHALL BE LESS THAN 11%. THE CHANGE OF GRADE SHALL BE DEFINED AS THE ALGEBRAI
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ADJACENT SURFACE SLOPES. IN THE CASE OF A STREET ACCESS RAMP DESIGNED AT THE 8.33% MAXIMUM SLOPE, THE ADJACENT PAVEMENT C
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BE LESS THAN 2.67% (I.E. 8.33-(-2.67)=11). IN ADDITION, THE ADJACENT PAVEMENT CROSS SLOPE SHALL BE LESS THAN OR EQUAL TO 2%.16. IF THE CHANGE OF GRADE BETWEEN ADJACENT SURFACES IS GREATER THAN OR EQUAL TO 11%, A LEVELING STRIP, 2 FEET IN LENGTH, SHALL BE P
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TRANSITION THE ADJACENT SURFACES.17. ADA COMPLIANCE IN ALTERATIONS INCLUDE ONLY THAT WORK WITHIN THE LIMITS, BOUNDARIES OR SCOPE OF A PLANNED PROJECT.
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2% MAX.8.33% MAX.5% MAX.VAR. %A AB BMAX.MACHINE LAID CURBTYPICAL SIDEWALK SIDEWALK RAMPSEE TABLE 15' MIN (1:12)8.33%MAX.NOTE:1. SIDEWALK RAMPS MUST START AT THE EDGE OFTHE MINIMUM 5' BY 5' STREET ACCESS LANDING. THETOP EDGE OF THE RAMP MAY NOT NECESSARILYOCCUR AT THE BEGINNING OF THE CURB RETURN.2. SEE NOTE FOR DETECTABLE WARNING DIMENSIONS DETECTABLEWARNINGCURB AND SIDEWALK BEYONDLOW CURB(FLUSH WITH ASPHALT)7' MINSEE NOTE 2 & 34" CLASS "A" CONCRETE SIDEWALK WIDTHSEE SIDEWALKREINFORCEMENT2" GRAVEL, CRUSHED ROCKOR FLEX. BASE BASE MATERIAL ASPHALT 2.0' SEE NOTE15 & 16 GRASSSECTION A-ASIDEWALK SEPARATED FROM CURB(NOT TO SCALE)TYPICAL SIDEWALK RAMPSIDEWALK SEPARATED FROM CURB(NOT TO SCALE)CURB RETURNBEGINNING OFBEGINNING OFCURB RETURNSECTION B-BCURB PROFILE WHERE SIDEWALK SEPARATED FROM CURB(NOT TO SCALE)
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CONCRETE2" MIN.2' - 6"GRADE 6" MIN.6" MIN.MOUND 3' - 0'PAINT EXPOSED 6" STEELPIPE AND CONCRETE CAPWITH ONE COAT REDPRIMER AND ONE COAT OFALUMINUM PAINT6" STEEL PIPE FILLED WITHCONCRETE & ROUNDED ON TOP
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GE
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357 4' minSEEPOSTDETAILSTREET WIDTH (FT)NO. OF POSTS @ 6'-3"< 20'21' - 33'34' - 44'OM4-3 SIGN MOUNTINGS SHALL BE BOUND TO THETIMBER POSTS USING 2 STRAPS OF STAINLESS STEELBANDING MATERIAL A MINIMUM OF 12" APART.
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OM4-3END-OF-STREET BARRICADE - TYPE I(NOT TO SCALE)OM4-3 SIGN TO ROUND WOOD POST DETAIL(NOT TO SCALE)TYPICAL ELEVATION VIEW(NOT TO SCALE)42"6'-0" MIN.7" MIN. DIA.TYPICAL PLAN VIEW(NOT TO SCALE)
PO
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PIPE BOLLARD(NOT TO SCALE)
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(N
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)
***NOTE:ALL DEAD END STREETS MUST HAVE APPROPRIATE BARRICADE AND HEADER CURB.