STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION · standard plans for public works construction...
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STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION DEPARTMENT OF PUBLIC WORKS 2011 Revised: 08/10/2015
Transcript of STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION · standard plans for public works construction...
STANDARD PLANS FOR
PUBLIC WORKS CONSTRUCTION
DEPARTMENT OF PUBLIC WORKS
2011
Revised: 08/10/2015
TABLE OF CONTENTS
SECTION 1 - ROADWAYS
General
Legend Details.........................................................……..................................................100
Details
Roadway Section ........................................................................…........................…..... 110
Residential Street Intersection......................................................…......................….......115
Waterway and Waterway Transition Detail..…....................................................….......116
Flared Drive Approach..................................................................….....................…........125
Open Drive Approach...................................................................…................................130
Curb Ramp....................................................................................…..…...........................135
Curb and Gutter...........................................................................……..............…............140
Sidewalk.......................................................................................……..............................145
Utility Location Detail.....................................................................……..............................150
Defective Concrete.....................................................................……..............................155
SECTION 2 - STORM DRAIN FACILITIES
Hardware
Curb Opening Frame and Grate...............................................…....................................201
Frame and Grate.........................................................................…..................................202
Cleanout Frame and Lid.........................................................…......................................203
Low Profile Cleanout Frame and Lid.....................................…......................................204
Ladder Rung.........................................................................…........................................208
Inlet Boxes
Curb Inlet with Grate- Single.............................................................................................210
Curb Inlet with Grate - Double..........................................................................................211
Grate Inlet - Single.....................................................…....................................................215
Grate Inlet - Double......................................................…..................................................216
Cleanout Boxes
Cleanout..........................................................................…................................................220
Cleanout with Curb Inlet and Grate.......................................…............................................225
Cleanout with Grate..........................................................…..............................................230
Precast Box
Precast Box……….........................................................…..............................................235
Trenches
Trench Section..................................................................…................................................240
SECTION 1
ROADWAYS
@ SLCO BRASS RIVET SV_BRM.DWG
• PK NAIL SV_PKN.DWC
0 PROPER1Y MONUMENT SV_PRMON.DWG
• REBAR & PLASTIC CAP SV_REBAR.DWG
~ SECTION MONUMENT SV_SCMON.DWG
D STREET MONUMENT SV_S'TMDN.DWC
..dill. MAILBOX WJLBOX.DWG
cu., UTILl1Y POLE lLPOLE.DWG
? SIGNAL POLE SIGNALDWG
:¢: LIGHT POLE LUMIN.DWC
0--- GUY WIRE ANCHOR ANCHOR.DWC
= POLE ANCHOR PANCHOR.DWG
-v- SINGLE POLE SIGN 51GN1.DWG
.....,.-v- DOUBLE POLE SIGN 51GN2.DWG
~ FLASHING SCHOOL SIGN SCHOOLSN.DWG
© ELECTRICAL MANHOLE MtLPOWER.DWC
0 ELECTRICAL CABINET EL.EC_CC.DWG
l;t FIRE HYDRANT E....HYD.DWG
8 WATER METER WM.DWG
® WATER MANHOLE MtL WATER.DWG
'NV
l><l WATER VALVE WV.DWG
@ WELL WEl.LDWG
~ GAS METER Gi.l.DWG
GV
l><l GAS VALVE G\l.DWG
© GAS MANHOLE i.ltLGAS.DWG
® SANITARY MANHOLE SMH.DWG
'ft SANITARY CLEANOUT SEWER...CO.DWC
~
SALT LAKE COUNTY
CD TELEPHONE MANHOLE MtLPHONE.DWC
III TELEPHONE CABINET TELE...CC.DWC
@ STORM DRAIN CLEANOUT DMH.DWC
[Q] CLEANOUT WITH CURB INLET 6930-1.DWG
[ill CURB INLET WITH GRATE - SINGLE 6882-21 A.DWC
9 CURB INLET WITH GRATE - DOUBLE 6882-22".DWC
==> FLOW DIRECTION DF.DWG
-¥; SPRINKLER HEAD SPRINK.DWC
~ SPRINKLER BOX SPRINKBX.DWG
<D IRRIGATION CLEANOUT MH....IRRIG.DWG
t IRRIGATION SERVICE SPIGOT.DWC
e TREE lREE.DWG -PINE TREE PINElREE.DWG
G SHRUB SHRUB.DWG
-
m m m
·~ ·~ ·~
----------
w
SAN
OH E
UG E
OH T
UG T
G
SD
APPROVED 1 /1 /11
RIGHT OF WAY
PROPER1Y LINE
LOT LINE (SUBDIVISION)
EASEMENT
WATER
SANITARY SEWER
ELECTRICAL (OVERHEAD)
ELECTRICAL (UNDERGROUND)
TELEPHONE (OVERHEAD)
TELEPHONE (UNDERGROUND)
GAS
STORM DRAIN
STANDARD PLAN
100
SHEET 1 OF 1
1 ' (300 mm)
°'------------Right of Way (Varies)----------------- w c c ~ ~
5'
e [J._
4' 1220 mm) Walk
2%
(1520 mm
Park Strip
Pavement I Width
(Varies)
2%
a. 0 ...
[J._
Untreated Base Course
NO. 1 Curb and
Bituminous Surface Course Tack Coat or Prime Coat (See Notes)
Untreated Base Course
SALT LAKE COUNTY
Q) c ~
ci.. 0 ...
[J._
Subgrade
STANDARD CONFIGURATION
Right of Way (Varies)
6'
I 4'
(1830 mm) (1220 mm) Walk Bike Lane
2% 2%
E r\._ I ~
ROADWAY SECTION / BIKE LANE
APPROVED 1/1/11
Q)
c ~
ci.. 0 ...
[J._
STANDARD PLAN
11 0 SHEET 2 OF 2
NOTES: Materials, construction, and workmanship shall be 1n accordance with the current edition of "APWA Manual of Standard Specifications 2007 Edition," addendums, and modifications thereto; and as directed by the Public Works Engineer. Reference to specific sections of APWA does not limit requirements to that section.
SUBGRADE: See APWA Section 32 05 10 (Backfilling Roadways) for preparation and proof rolling of roadway, curb and gutter, and sidewalk.
UNTREATED BASE COURSE: Shall be Grade 1 as per APWA Section 32 11 23 (Crushed Aggregate Base). Place fill 1n no greater than 6 inch lifts as per APWA Section 32 05 10 (Backfilling Roadways). Compact to no less than 953 relative density based on the Modified Proctor Density as required 1n APWA Section 31 23 26 (Compaction).
CONCRETE: Concrete shall be Class 4000 as per APWA 03 30 04 (Concrete). Allowable slump shall not exceed 4" (1 OOmm).
FLY ASH: Fly ash 1s allowed as a portland cement replacement. Maximum percentage replacement on a weight basis is 15%.
EXPANSION JOINT: Expansion joint shall be 1 /2" ( 15 mm) thick preformed expansion joint filler F1 -bituminous mastic as per APWA Section 32 13 73 (Concrete Paving Joint Sealents) at each interface as shown.
DETECTABLE WARNINGS: Locate raised truncated domes so that the edge nearest the curb line is within 6 to 8 inches from the curb line excluding Curb Ramp Types H, and I where X < 5 feet (see sheet 6 of 6). Provide 2-foot of truncated dome pattern at the lower end of all curb ramps extending the full width of the curb ramp. See typical dimensions on Type B Curb Ramp. Detectable warnings shall contrast visually with adjoining surfaces, either light-on-dark, or dark-on-light. Glued or surface applied domes are not acceptable for new construction. Stamped domes are not allowed under any conditions. Truncated dome materials shall be selected from the County approved materials list.
RAMPS: Length of any ramp not required to exceed 15 feet. Ramp shown are examples only, site specific ramps may require modification and additional features to comply with current Federal ADA Guidelines.
REVISED JULY 9, 2007
~,,~ .
SALT LAKE COUNTY
CURB RAMPS APPROVED 1/1/11
STANDARD PLAN
135
SHEET 1 OF 6
TYPE C
Detectable Warning urface
Curb Wall {if required)
Detectable Surface
Curb
TYPE B
1: 12(8.33%)
Ramps
Sidewalk
SECTION TYPE A & B
Flowline of Gutter
ELEVATION TYPE C NOTES:
1. TYPE A The entire ramp slope is achieved outside the sidewalk section. A concrete warped curb section shall begin 2' from edge of detectable warning surface.
2. TYPE B Provide at least 4' of sidewalk width beyond the ramp.
3. TYPE C
4.
5.
6.
7.
8.
Use this type of ramp when there is insufficient width to accomodate TYPE B curb ramp.
No pull box, utility vault, utility pole, manhole or similar appurtenance shall be located within the sidewalk ramp area.
It is desirable to locate all drain inlets out of sidewalk ramp area. Use of drain inlet within ramp area requires special design of inlets.
See Detail 'A' (sheet 4 of 6) for raised truncated dome detail on detectable warning surface.
Maximum cross slope of adjoining gutters and road surface immediately adjacent to the curb ramp, or accessible route, shall not exceed 1 :20(53).
Running and cross slope at midblock crossings shall be permitted to be warped to meet street or highway grade.
,...q~ • . - • CURB RAMPS
SALT LAKE COUNTY APPROVED 1 /1 /11
REVISED JULY 11, 2007
STANDARD PLAN
135
SHEET 2 OF 6
Expansion PC & PT
Joint (Typ.)
4' Sidewalk
5' Park Strip
Curb Line
Curb Wall
4'
Detectable Warning Surface {See Notes: Detectable Warnings)
4' Min. 5'-0" anding Ramp
~ 0 ~ <D -0 Vi -:.r
' 0 CJ) CJ)
~ 0 -;A'"
4 1: 12(8.33%)Max. Ram 1 :50(2%)Max.
4" Untreated Base
No Lip at Curb Line
a. ·.::: ...... Cf)
-t 0
CL
in
Detectable Warning Surface {See Notes: Detectable Warnings Sheet 1)
Crosswalk
TYPED
Req.
SECTION 0-0 Landing: Cross Slope: 1 :50(2%) Max. Towards The Street.
Ped Ramp Slope: 1: 12(8.3%) Max.
Sidewalk Ramp: 1" Rise Reauired Length May Vary Slope May Vary, But 1: 12(8.3%) Max.
Sidewalk: Cross Slope 1 :50(2%) Max. Towards The Street.
Curb Wall: 6" Wide As Needed.
CURB RAMPS SALT LAKE COUNTY APPROVED I /1/11
STANDARD PLAN
135
SHEET 3 OF 6
Expansion Joint --(Typ.)
12:1 Max. (8.33%)
Curb Wall (if required)
5'-6' Sidewalk As Req'd.
1 :50(2%)Max. Cross Slope
Detectable Warning
Crosswalk
4" Untreated Base Course
~q~ · SALT LAKE COUNTY
No Lip
SECTION E-E
CURB RAMPS APPROVED 1 /1 /11
Detectable Warning Surface
~0_ 1 --j 0.5" or 50% t 1 I " of Bottom ~~L---'='
r1Q.9,:' Miril 1.4 Max
0000 0000 0000
* Spacing k-k section
1.6" Min 2.4" Max
Raised Truncated Domes of Detectable Warning Surface
DETAIL 'A'
REVISED JULY 11, 2007
STANDARD PLAN
135
SHEET 4 OF 6
1 :50(2%)Max. Cross Slope
0 0 C/J C/J =E a
"
1:12 Max. (a.33%)
Curb Wall (if required)
1:12 Max. (8.33%)
5' -6' Sidewalk As Req'd.
1 :50(2%)Max. Cross Slope Typical on all Surfaces tawards the top back curb
NOTES:
0 0 C/J C/J =E a
"
Detectable Warning Surface See Type H ramp (Sht 6 of 6) for location
Crosswalk
PLAN TYPE F
See Sht 4 of 6 for Section D-D
See Sht 4 of 6 for Section E-E
Crosswalk
4' landing required if Ped Buttom located at the midpoint
Detectable Warning Surface
PLAN TYPE G
1. Provide detectable warning surface for full width of ramp, min. 4' width.
2. Detectable warning surface is required wherever curb is absent.
3. When detectable warning surface is cut, grind remaining portion of any cut domes. Seal all cut panel edges to prevent water damage.
4. Locate curb cut within crosswalk.
SALT LAKE COUNTY
CURB RAMPS APPROVED 1 /1/11
REVISED JULY 11, 2007
STANDARD PLAN
135
SHEET 5 OF 6
Detectable Warning Surface Location where X<5'
A L~
1 :50(2%)Max.
Warp from Sidewalk to Top of Curb
1 :12(B.33%)Max. Q) c.
_Q (f)
., ., ~
(.)
Back of Curb Curb Line
A ---~t Crosswalk
1 :20(5%)Max.
TYPE H
No.1 Curb and Gutter
No Lip at Curb Line
A L -=5
tO ~ I v 'in~
1 :50(2%)Max.
SECTION A-A
Detectable Warning Surface Location where X<5'
Curb Wall (if required)
1 :12(8.33%)Max.
Q) c. 0 Vi ., ., ~
(.)
TYPE I
REQUIRED DETECTABLE WARNING SURFACE LOCATION WHERE X>5' FOR 1YPE H & 1YPE
Curb
Back of
A t
Crosswalk
1 :20(5%)Max.
REVISED JULY 11, 2007
~q~ · STANDARD PLAN
CURB RAMPS 135 SALT LAKE COUNTY APPROVED 1 /1 /11 SHEET 6 OF 6
NOTES:
1. This detail has been developed to provide a location for utilities when sidewalk is placed contiguous with curb and gutter.
2. Sidewalk shall be 4' unless otherwise approved by the Public Works Engineer
3. Brick-stamped and colored concrete shall match the thickness of concrete and base course as the adjacent sidewalk.
,......_ Ill -.. ..... SALT LAKE COUNTY
UTILITY POLE LOCATION DETAIL
STANDARD PLAN
150
SHEET 1 OF 2
i'i ., 0
5!
Sidewalk
~
4' Sidewalk 11-611 2' See Note 2 clear
Utility Pole - .c ~
" u
Ci .. u ~
• I I
UTILl1Y POLE
,......_ -.. ...... SALT LAKE COUNTY
Utility box or obstruction
Travel lanes
For 5' Sidewalk
Brick-stamped concrete See Note 3
For 6' Sidewalk
4' Sidewalk See Note 2
Utility box or obstruction
7' Min. from lip of gutter to face of the obstruction
2' Travel lanes
ABOVE-GROUND UTILl1Y BOX
UTILITY LOCATION DETAIL
STANDARD PLAN
150
SHEET 2 OF 2
r-~ ~ SALT LAKE COUNTY
NOTES:
1. Concrete 1s considered defective if any component has one or more of the conditions shown on sheet 2. County may require section replacement for any latent defects not described.
2. Defective concrete resulting from an individual crack is defined as having at least one of the following:
-horizontal separation wide enough to insert a dime
-vertical displacement resulting from crack -spalling, spidering, or chipping of crack
3. Defective concrete resulting from multiple cracks is defined as having at least one of the following:
-one section with multiple cracks where both ends of crack link with slab edge, joint, or another crack.
-adjacent sections with one or more cracks where both ends of crack link with slab edge, joint, or another crack.
4. Defective concrete resulting from vertical displacement 1s defined as one of the following:
-at time of preformance bond release: any vertical displacement at construction joint or expansion joint.
-concrete not under warranty: vertical displacement at construction joint or expansion joint greater than t.
5. Defective concrete resulting from spalls is defined as one of the following:
-at time of preformance bond release: spa I ling.
-concrete not under warranty: spalling covering more than 20% of a section.
APPROVED 1/1/11
any
STANDARD PLAN
155
SHEET 1 OF 2
VERTICAL DISPLACEMENT IN SECTION
SPALLED
CORNER CRACKING
VERTICAL OR HORIZONTAL DISPLACEMENT
ON E OR MORE CRACKS AS DEFINED
-"" SALT LAKE COUNTY
ONE DR MO RE CRACKS AS DEFINED
HEAVES, SETTLEMENT, SPALLS, OR DEPRESSIONS THAT ALLOW WATER TO POND 1/ 4" DEPTH UNDER A 1 0 FT STRAIGHT EDGE
NOT GREATER THAN 4" UNDER SIDEWALK AND 12" IN LENGTH MAX. INSPECTOR MAY REJECT ANY VOID IF DEEMED UNSTABLE.
APPROVED 1/1/11
STANDARD PLAN
155
SHEET 2 OF 2
SECTION 2
STORM DRAIN FACILITIES
49 3/4"
~
N
! T J 00 ......._ ~ FRAME DETAIL
---------47 3/4"------t
000000000000 0000000000000 000000000000"----"-t----' 000000000000 OoOoOoOoOoOoO ~
'------+------+--+--------'~
3 1/8"~ 3 1/4"
GRATE DETAIL FLOW DIRECTION
1· 47 3/4" ~1 1 112J:i I l-+3 1I4"_J_
~\\\\\\\\\\\i3" -1
3"f- GRATE SECTION t
111 1/4"
I \ I -1 l-1 1/2"
r-19 1/4"---j ;_ I h16 1/2"1 I ~ {=cD I l I Q,-=:j
SALT LAKE COUNTY
FRAME SECTION
~ 1/2" 1 3/4"
VANE DETAIL
APPROVED 1/1/11
~ ......._ I")
STANDARD PLAN
202
SHEET 2 OF 2
A A
L _J
8"
SALT LAKE COUNTY
2" 1 r-(1YP.) ----j
3/8"I (1YP.)
PLAN
3/4"
c,.. 1
.. 24 3/4" .. 1
~t - l,
------26 1 /2"-----
-------25"---------
, .. ~---23"----
--------29 1/2"---------
-------36"----------
SECTION A-A
APPROVED 1 /1 /11
6 3/4"
t
STANDARD PLAN
203
SHEET 2 OF 2
2 additional bars
::::~1-1-1--rtt~~=::;=====F~[;"?[- each side of opening _ _,_____ (Min. bar spacing
A
L
~-----_.___L
#5 @9" o.c. ( 16 M @230 mm 1----...J
Typical top slab steel
PLAN VIEW
" (200 mm)
(/]
:5 . a.
>V VD
<1l ..c <l>~
<1l <l> VJ
Al Bar
SALT LAKE COUNTY
Bar
#5 @12" O.C. ( 16M @ 300mm)
4 additional bars req. around pipe {Match Wall Steel)
SECTION A-A
APPROVED 1/1/11
3" 0.C.) A
4 additional diagonal 39" long #5 bars (990 mm long 16M bars)
20"-----j
2 " A 1 Bar
l All Sides (See Notes for
size and spacing)
Wall Steel (See Table)
12" o.c.
Concrete Invert
STANDARD PLAN
220
SHEET 2 OF 2
