HomeMy WebLinkAbout4080-2; BARRIO ADA/ PEDESTRIAN IMPROVEMENTS- PHASE 2; SUBMITTALS;OF Project Submittal Log 7/1312017 CARLSBAD
Public Works
PROJECT: Barrio ADAJPedestrion Improvements - Phase 2
JOB NO: 4080-2 ACTION CODE: AOMC04NOTAIOERN C-4END.eeesueosrr E - RETAINED ON FILE
CONTRACTOR: MIrASTAr General Engineering C.DeRCOeeECIIONENOTED D.nEJEc108
DATE
DECO
PiCA
CATE005Y EDSORIPTION
CONTRACTOR
SUEMIflOL
DECO DOTE TO
CITY
DATE TO
COOSJLTING
DATE FROM
CONSULTING
DATE FROM
CITY A
ACTION
B C D E
oUST oRAl
TO
514117 TOO 0254 PSI 0010TRIN 1.0 Elm/il 0 SElF
5/4/I7 AMpfl,IT PG 04-10 1.0 FF15111 0 Em/Il
5/4/I7 ODAM.OENNM 1.0 El/EMIl 0
514/I7 1Trm000TsOI 1.0 E-OAG/I 0 52/IT
5141T7 TEOTOATMA EOTCAN 2.0 E.1.IAiI 0 SIR/IT
U
Date: 5/4/2017
TRANSMITTAL FORM Attn: Steve Didier
From: Donna Barnhill
lvii RAIV1AR Job: Barrio ADA Pedestrian Improvements Phase 2
GEPERRL EIUUtIEERIIiO Project No. CONTRACT NO. 4080-2
'Iq.'000W4'
5595 Magnatron Blvd Suite P
San Diego, CA 92111
Phone: (858) 251-4300
Fax: (858) 408-7191
Number Section Sub Section Description
Regarding: Submittal: 1.0 I I I RCP Pipe - Old Castle Precast
We are sending you: Copies Date
As requested 1 5/4/2017 PCC 3250 PSI
(X ) Attach 1 5/4/2017 Asphalt PG 64-10
Under separate cover 1 5/4/2017 Class H base
1 5/4/2017 Traffic Control
For your:
Records
Use and Information
(X) Approval
Review and Comment
Use and Distribution
Via: Memo:
Overnight
Mail Remarks:
Hand Delivered
(X) Emailed
Number of pages (including this page): Copies to:
I hereby certify that the (equipment, material) shown and marked in this submittal is that proposed to be incorporated into
this Project, is in compliance with the Contract Documents, can be installed in the allocated spaces, and is submitted for
approval.
By: Donna Barnhill Title: Project Cordinator
Date: 5/4/2017
Company Name: Miramar General Engineering
ubmittal,#: 5286
Customer: Miramar General Engineering 11:
RE: Barrio ADA Ped Imp Phase 2
Dear Sir/Madam:
Date Issued: 5/4/2017
We propose to furnish the following concrete mix(es) for the above referenced project:
Mix Code Number Description Usage
3233000 560-C-3250 PSI @ 28 DAYS 4" LINE PUMP
Please Note: You must use Mix Code for ordering purposes.
The above mix(es) have been proportioned in accordance with the applicable portions of ACT 211 and the project specifications if
provided.
The proposed mix proportions will meet the stated strengths, when test specimens are manufactured and tested in accordance with
current ASTM standards, and evaluated per ACT recommended standards and practices.
Hanson would appreciate receiving Concrete Test Reports. Your Testing Laboratory must be notified by your office for us to be
included on the mailing list. This enables us to monitor the status of your project and provides data for future projects. Please forward
all Concrete Test Reports to: Hanson Aggregates, c/o Q.C. Department, P.O. Box 639069, San Diego, CA 92163-9069.
Historical performance data and individual component information available upon request.
Hanson Aggregates
1992-2017 Quadrel, Inc. Pagel Quadrel iService SM
Submittal #: 5286
Customer: Miramar General Engineering
Project: Barrio ADA Ped Imp Phase 2 Plant: 20
Oceanside
Usage:
Date Issued: 5/4/2017
3233000
Material Description
560-C-3250 PSI @ 28 DAYS 4" LINE PUMP
Source ASTM Spec. Gr. oz/yard Weight (lb) Volume (cf)
Type 11-V Cement C-iSO 3.15 560.0 2.848
#57 1" X#4 (SAN/OCNS Hanson Santee C-33 2.62 1,674 10.235
Fine Aggregate PAC AG WCS Pacific Aggregate C-33 2.63 1,341 8.165
City Water City C-1602 1.00 39.4 gal 328.8 5.267
Air 0.486
Specified Fc:
Specified Slump:
Specified Air:
3,250
3.00 To 5.00
PSI
in.
%
TOTAL
Target Unit Weight:
Target W/C + P Ratio:
Target Volume:
3,903 27.000
144.6 lbs ./cu.ft.
0.59
27.000 cu.ft.
NOTES:
Hanson has proportioned this mix to meet the requirements of project specific documents forwarded from your office and/or your
verbal requests. It is the responsibility of the Project Engineer and/or Contractor to assure that these proposed mix proportions
(compressive strength, water/cementitious materials ratio, cement content, air content, etc) are adequate to meet anticipated
environmental conditions, durability and Building Code requirements. Data enclosed represent the strength potential of this
mixture when sampled and tested in strict accordance with applicable ASTM Standards and evaluated in accordance with
applicable AC! documents.
Chemical admixtures are added in accordance with the manufacturer's recommendations. Hanson reserves the right to adjust the
stated dosages to maintain proposed mix proportioning or meet the demands of changing jobsite conditions. Aggregate weights
may change if required by variation in gradation or significant changes in specific gravity.
This concrete mix contains confidential and legally priveleged information which is proprietary in nature. Any unauthorized
copying, disclosure or distribution of this material is strictly forbidden.
COMMENTS:
1992- 2017 Quadrel, Inc. Page2 Quadrel iService SM
5000
4500
4000
3500
3000
2500
2000
0 5 10 15 20 25 30 0 5 10 15 20 25
Maturity Days Sample Number
- - - - required avg actual avg
STRENGTH SUMMARY, Compression Either 4" x 8" Or 6" x 12
Strengths
No. Of Avg Avg Avg 3 Avg 7 Avg 28 Avg 56 Avg Acc Accept
Tests Slump
----------------------------------------------------------------------------------------
Air Day Day Day Day Age Age
30 477 .00 2100 2630 3950 3950 28
Std AC1318 ACI 318 ACI318 Fc+
Dev Reqd F'c+1.34S 2.33S-500
300 3650
--------------------------------------------------
3649 3444
nnn zJuuu
4500
4000
3500
3000
2500
2000
4600
4400
4200
4000
3000
3600
3400
3200
3000
30
DD
a 19 El Date: 5/4/2017 Hanson
Mix Name: 3233000 Units: US
PSI Strength and Strength Fit vs Maturity PSI PSI 28 Day Strength vs Sample Number PSI
DETAILED STRENGTH, Compression Either 4" x 8" Or 6" x 12"
Batch Date Slump Air Strengths Acc
Number
---------------------------------------------------------------------------------
3 Day 7 Day 28 Day 56 Day Acc Age Age
661024 9/28/2016 4.50 3110 4410 4410 28
661030 9/28/2016 5.00 2690 3930 3930 28
661190 9/29/2016 500 2290 3670 3670 28
661408 9/30/2016 5.00 2370 3710 3710 28
661608 10/3/2016 5.00 3260 4240 4240 28
662644 10/7/2016 3.75 2100 2710 3420 3420 28
1992 - 2017 Quadrel, Inc. Page3 Quadrel iService SM
DETAILED STRENGTH, Compression Either 4" x 8' Or 6" x 12"
Batch Date Slump Air Strengths Acc
Number 3 Day
---------------------------------------------------------------------------------
7 Day 28 Day 56 Day Acc Age Age
662826 10/10/2016 500 2650 4210 4210 28
663071 10/11/2016 4.50 2450 3650 3650 28
663316 10/12/2016 5.25 2590 4050 4050 28
663684 10/13/2016 3.00 2960 4450 4450 28
663895 10/14/2016 5.00 2190 3840 3840 28
664140 10/17/2016 5.50 2210 3710 3710 28
664383 10/18/2016 5.50 2270 3450 3450 28
666631 11/1/2016 4.50 2820 4170 4170 28
666889 11/2/2016 5.00 2770 3930 3930 28
667355 11/4/2016 5.00 2300 4000 4000 28
667682 11/7/2016 5.00 2330 3750 3750 28
668046 11/9/2016 5.00 2800 4430 4430 28
668344 11/10/2016 5.00 3150 4370 4370 28
668563 11/14/2016 5.75 2570 3630 3630 28
668827 11/15/2016 400 2580 3710 3710 28
671822 12/6/2016 5.00 2530 3940 3940 28
671923 12/7/2016 4.00 3150 4430 4430 28
672282 12/8/2016 4.50 2730 3950 3950 28
672597 12/9/2016 5.00 2840 3950 3950 28
672843 12/12/2016 5.50 2500 3940 3940 28
673122 12/13/2016 6.50 2830 3910 3910 28
678119 1/31/2017 2.75 2470 4510 4510 28
687339 4/3/2017 5.00 2140 3370 3370 28
687257 4/3/2017 3.50 2570 3660 3660 28
1992- 2017 Quadrel, Inc. Page4 Quadrel iService SM
Combined Aggregates Mixcode: 3233000
Plant: 20
1" X #4
(SAN/OC
NS)
PAC AG
WCS
Comb.
Grad.
Greenboo
k C
Grading
Lower
Limits
Greenboo
k C
Grading
Upper
Limits
Passes
1 1/2 in. (37.5 mm 100 100 100 100 Yes
'in. (25 mm) 99 99 95 100 Yes
3/4 in. (19 mm) 75 86 77 93 Yes
1/2 in. (12.5 mm) 32 62
3/8 in. (9.5 mm) 15 100 53 50 70 Yes
No. 4(4.75mm) 4 98 46 39 51 Yes
No. 8(2.36nun) 1 81 37 31 41 Yes
No. 16(1.18mm) 1 54 25 22 32 Yes
No. 30 1 32 15 12 22 Yes
No. 50 1 17 8 3 15 Yes
No. 100 1 8 4 0 5 Yes
No. 200 0.7 3.0 1.7 0.0 2.0 Yes
Pan 0 0 0
Fineness Modulus 7.01 3.10 5.27 5.66 4.71
1992 - 2017 Quadrel, Inc. Page5 Quadrel iService SM
3990 E Concours Street
Suite 200 E EX CA 91764
Telephone (909) 974-5469 kEPO1T
FAX (909) 974-5525
Cement Identified as: Date: 3/10/2017
Plant: Cemex Construction Materials Pacific LLC
Location: Victorville, CA Prod dates: Beginning: 2/24/2017
Ending: 3/2/2017 Ref. No 42804
STANDARD CHEMICAL REQUIREMENTS ASTM C 150 / AASHTO M 85 TYPE TYPE TYPE TEST
(ASTM C 114) SPECWICATIONS I II V RESULTS
Silicon Dioxide (SiO2), % Minimum ---- ---- ---- 20.3
Aluminum Oxide (A1203), % Maximum ---- 6.0 ---- 3.8
Ferric Oxide (Fe2O3), % Maximum ---- 6.0 ---- 3.4
Calcium Oxide (CaO), % ---- 62.6
Magnesium Oxide (MgO), % Maximum 6.0 6.0 6.0 4.8
Sulfur Trioxide (S03), % ** Maximum 3.0 3.0 2.3 2.7
Loss on Ignition (LOI), % Maximum 3.5 3.5 3.5 1.9
Insoluble Residue, % Maximum 1.50 1.50 1.5 0.46
Sodium Oxide (Na2O), % * ---- ---- ---- 0.22
Potassium Oxide (K2O), % * ---- ---- ---- 0.42
Equivalent Alkalies (Na20-i-.658K20), % Maximum 0.60 0.60 0.60 0.50
CO2(%) ---- ---- ---- 0.9
Limestone (%) Maximum 5.0 5.0 5.0 1.4
CaCO3 in limestone Minimum 70.0 70.0 70.0 84.6
Inorganic process addition Maximum 5.0 5.0 5.0 0.0
Tricalcium Silicate (C3S), % Maximum ---- ---- ---- 60
Dicalcium Silicate (C2S), % ---- ---- ---- 12
Tricalcium Aluminate (C3A), % Maximum ---- 8 5 4
Tetracalcium Aluminoferrite (C4AF), % ---- ---- ---- 10
Heat Index (C3S + 4.75C3A) Maximum 100 81
(C4AF + 2C3A) or (C4AF + C2F), % Maximum
Informational data only
---- ---- 25 19
PHYSICAL REQUIREMENTS
Heat of Hydration (ASTM C 1702)
7 days, kj/kg (cal/g) Most recent value 310(74.2)
(ASTM C 204) Blame Fineness, cm2/gm Minimum 2600 2600 2600 4121
(ASTM C 430) -325 Mesh, % ---- ---- ---- 98.6
(ASTM C 191) Time of Setting (Vicat)
Initial Set, minutes Minimum / Maximum 45 /375 45 /375 45 /375 109
Final Set, minutes --- --- --- 230
(ASTM C 451) False Set, % Minimum 50 50 50 87
(ASTM C 185) Air Content, % Maximum 12 12 12 4.8
(ASTM C 151) Autoclave Expansion, % Maximum 0.80 0.80 0.80 -
(ASTM C 187) Normal Consistency, % ---- ---- ---- 25.4
(ASTM C 1038) Expansion in Water % Maximum 0.020 0.020 0.020 0.010
(ASTM C 109) Compressive Strength, psi (MPa)
1 Day ---- ---- ---- 2200(15.2)
3 Day Minimum 1740(12.0) 1450(10.0) 1160(8.0) 3990(27.5)
7 Day Minimum 2760(19.0) 2470(17.0) 2180(15.0) 4950(34.1)
* Na2O and K2O determined by ASTM C-114-10 section 4 and AASHTO T105-09 Section 3
** The performance of CEMEX Type II, Type V has proven to be improved with sulfur trioxide levels in excess of the 2.3% limit for Type V.
Note Din ASTM C-150 allows for additional sulfate, provided expansion as measured by ASTM C-1038 does not exceed 0.020%.
CEMEX hereby certifies that this cement meets or exceeds the chemical
and physical Specifications of: .-.. -
ASTM C-150 Type[, Type II, and Type V Low Alkali portland cements
ASTM C-1157 Type GU Hydraulic Cement By:
AASHTO M 85 Type I, Type It, and Type V Low Alkali portland cements Quality Control Manager
CalTrans, Section 90-2.01 Til Modified and Type V (2006) CEMEX - Victorville Cement Plant
CalTrans, Section 90-1.02B (2) (2010) 16888 North "E' St., 'Victorville, CA 92394
Arizona DOT Standard Specification 1006-2.01 Hydraulic Cement
Nevada DOT Specification 701.03.01
DID 000
0 'Hanson
HEIDELBERGCEMEtffGmup
April 25, 2017 Hanson Aggregates
West Region - San Diego
P.O. Box 639069
San Diego, CA 92163
Tel (858) 935-5781
PACIFIC AGGREGATES WASHED CONCRETE SAND
The Washed Concrete Sand (WCS) supplied by Pacific Aggregates is produced at the Lake
Elsinore plant in California SMARA No. 91-33-0073. The typical physical properties of the
aggregate are summarized below.
Gradation, ASTM C136, Percent Passing:
Pac. Agg. Caltrans Fine Agg. ASTM C33
Sieve Size WCS Section 90 Fine Ana.
9.5 mm (3/8") 100 100 100
4.75 mm (#4) 98 95-100 95-100
2.36 mm (#8) 81 65-95 80-100
1.18mm(#16) 54 50-70(x=60) 50-85
600pm(#30) 32 29-47(x38) 25-60
300pm(#50) 17 13-25(x19) 5-30
150 pm (#100) 8 2-12 0-10
75pm(#200) 3 0-8 0-5
Fineness Modulus 3.1 2.3-3.1
Specific Gravity, SSD, ASTM C128 2.63
Sand Equivalent, CT 217 78 75 Mm.
Absorption, ASTM C128 1.4%
Durability Index, CT 229 78
Sodium Sulfate Soundness, ASTM C88 4.9% 10% Max. 10% Max.
Potential Reactivity, ASTM C289 Innocuous
Organic Impurities, ASTM C40 i's S 3 Max.
Deleterious Substances
Clay & Friable Particles, ASTM C142 0.0% 3.0% Max.
Coal & Lignite, ASTM C123 0.0% 1.0% Max.
Should you have questions regarding this aggregate material, please do not hesitate to call your
Sales Representative.
HANSON AGGRE AT S
eigh ve,P.E
Quality Control Engineer
These data have been developed on the basis of Information and tests of materials submitted to this laboratory which are assumed to be representative
of the materials to be used. NI test have been made in compliance with current ASTM or applicable methods of testing.
ALL WARRANTIES, EXPRESS, IMPLIED OR STATUTORY, ORAL OR WRITTEN ARE EXCLUDED EXCEPT AS SET FORTH IN HANSON
AGGREGATES STANDARD TERMS AND CONDITIONS OF SALE. NO LIABILITY ARISING OUT OF THE USE OF THESE DATA WILL BE
ASSUMED BY THIS CORPORATION.
Caltrans
Section 90
100
88-100
63-93 (x = 78)
ASTM C33
Size 57
100
95-100
25-60
5-35(x=20)
0-16 0-10
0-6 0-5
75 Mm.
flu
Dan Hanson
UEiDELBERGCEMENTGroup
November 7, 2016 Hanson Aggregates
West Region -. San Diego
P.O. Box 639069
San Diego, CA 92163
Tel (858) 935-5781
SANTEE I "x #4 WASHED CONCRETE AGGREGATE
The No. 57 Santee 1" x #4 washed concrete aggregate supplied by Hanson Aggregates
conforms to the requirements of the referenced specifications. This aggregate is produced at
the Santee plant, in San Diego, California. The gradations may vary day to day but still be within
the specifications. The typical physical properties of the aggregate are summarized below.
Gradation, Percent Passing, ASTM C 136/CT 202:
Santee No. 57
Sieve Size I" x #4
37.5 mm (1W) 100
25.0 mm (1") 99
19.0 mm (3/4") 75
12.5 mm (1/2") 32
9.50 mm (3/8") 15
4.75 mm (#4) 4,
2.36 mm (#8) I
Specific Gravity, Bulk SSD, ASTM C127 2.62
Absorption, ASTM C127 0.7%
Cleanness Value, CT 227 80
Abrasion Loss, ASTM C131/CT 211
@ 100 revolutions 2.5%
@ 500 revolutions 14%
Flat or Elongated, ASTM 04791
3:1 1.3%
Lightweight Particles, ASTM C123 0%
Fractured Particles, ASTM D5821 98%
Sodium Soundness, ASTM C88/CT 214 0.6%
Alkali Reactivity, ASTM C289 Innocuous
Minus No. 200 Sieve, ASTM C117 0.7%
45% Max. 50% Max.
10% Max.
0.5% Max.
12% Max.
1.5% Max.
Should you have questions regarding this aggregate material, please do not hesitate to call your
Sales Representative.
HANSON AGGREGATES
tAl"eighLove, P.E.
Quality Control Engineer
These data have been developed on the basis of information and tests of materials submitted to this laboratory which are assumed to be
representative of the materials to be used. All test have been made in compliance with current ASTM or applicable methods of testing.
ALL WARRANTIES, EXPRESS, IMPLIED OR STATUTORY, ORAL OR WRITTEN ARE EXCLUDED EXCEPT AS SET FORTH IN HANSON
AGGREGATES' STANDARD TERMS AND CONDITIONS OF SALE. NO LIABILITY ARISING OUT OF THE USE OF THESE DATA WILL BE
ASSUMED BY THIS CORPORATION.
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14 95 I 4 LA 'S(T&t'X,3 44191! (44297 77,77440724 .7224D474'74 12A"-1,' 3! (14704271 r421'
TABLE 1
RECOMMENDED SIGN SPACING FOR ADVANCE WARNING SIGN SERIES AND
MINIMUM TAPER LENGTH
MINIMUM
APPROACH MINIMUM DISTANCE (FEET) TAPER LENGTHS (L) (FEET)
SPEED (5) BETWEEN SIGNS AND FOR 12—FOOT LANE
(MPH) FROM LAST SIGN TO TAPER L 1/2L 1/3L
25 150-200 125 65 45
30 200-300 180 90 60
35 250-400 245 125 85
40 350-500 320 160 110
45 500-750 540 270 180
50 500-1000 600 300 200
55+ 500-1500 660 330 220
L for Merge Taper
1/2L for Shift Taper
1/3L for Shoulder Taper
TABLE 2
RECOMMENDED TAPER LENGTH AND MAXIMUM CHANNELIZER/CONE SPACING
NOTES:
APPROACH BUFFER MAX CONE SPACING
SPEED (s) LENGTH
(MPH) (FEET) TAPER TANGENT CONFLICT(*)
25 55 25 50 10
30 85 30 60 15
35 120 35 70 15
40 170 40 80 20
45 220 45 90 20
50 280 50 100 25
55+ 335+ 55 100 25
(*) Facing Opposing Traffic, Adjacent to Work Area
or Conflicting with Existing Striping
Taper Formula
L = S x W for speeds greater
than 40 mph
L = wx S for speeds of 60 40 mph or less
Where:
L = Minimum length of taper (feet)
S = Approach Speed (mph) =
Posted Speed Limit or
off—peak 85th % speed
prior to work starting
or anticipated operating
speed
W = Width of offset (feet)
RECOMMENDED BY THE SAN DIEGO APPENDIX "A" Revision By Approved Dole REGIONAL STANDARDS COMMITTEE DRAWING CRH 4/06 SAN DIEGO REGIONAL STANDARD ORIGINAL ZY /27/06
Choirperson R.C.E.19246 Date DEVICE SPACING TABLES
SIGN SPACING TABLE DRAWING NUMBER TC-4 TAPER LENGTH AND CONE SPACING TABLE
August 2009
C
(C
TRAFFIC CONTROL PLAN/PERMIT & PERMIT EXTENSION
00
Z9 Z 24 Hour
C) Public Utility
or Company:
Project
Contact: _________________________________________ Local
Phone: - - - - -
;
Address: _________________________________________________________
State:
cellular:
Pager: - - - - -
- t City: Zip Code: Fax: 0 24 Hour
a Contractor/ Project Local
Subcontractor: _______________________________ Contact: _________________________________________ Phone:
- - - - Address: ______________________________________________________
State: __________________
cellular:
Pager: - - -
City. Zip Code: Fax:
JOB LOCATION BEGIN CROSS STREET I END CROSS STREET PERMIT NO.
..—---0)--.. o 0)
WORK HOURS continuous I SPEED LIMIT WORK TO BE DONE THOMAS BROS. PAGE:
A.M. FROM P.M. TO A.M. P.M. I
COORD.:
—ri >
START DATE END DATE
I
1st WORK FROM DATE EXTENSION TO NEW END DATE 2nd FROM
WORK DATE EXTENSION TO NEW END DATE
PERMIT WORK EXTENSIONS MUST BE OBTAINED BY THE END OF PERMIT DATE
C) C)> o D REQUIREMENTS: * 3. (cant.) 7. All travel lanes will 13. The contractor shall post
THIS TRAFFIC CONTROL 0 TJ 1. The contractor is re- All dirt, dust, and debris typically be a minimum of tow-away/no parking signs PLAN IS NOT VALID Z MP1
Z
spansible for promptly shall be removed from the 12 feet wide, 14 feet if twenty-four (24) hours in UNLESS AN APPLICABLE C) restoring the rood back street at the end of each day adjacent to bike lanes, advance, with the day of week, AGENCY PERMIT OR -i-i
M v"-' 0 Z to satisfactory condition and at the end of the job. unless otherwise specifically date and work hours noted, APPROVAL IS
Q >>< which includes, but is not The street shall be kept in a approved by the Agency. and shall bag parking meters ATTAcHED/AFFIxED,
limited to, paving, striping, driveable conditi6n at all times.
8. Flashing arrow boards as
(where applicable).
-0-He
(i) t markings, signing, and loop
detection. 4. Any work that creates an required by the Agency. The applicant is responsible
1 z undue safety risk or that for complete representation of
2. The Agency reserves the creates severe congestion 9. Warning (W) series signs the actual road conditions
> j right to observe these will be shut down by the used in work zones shall be shown on this plan including,
traffic control plans in agency. Black an an Orange background. but not limited to, existing
operation and to make changes 10. Canes and pylons shall striping and marking, signing,
-
as field conditions warrant.
3. Trenches shall be back-
filled or steel-plated during
non-work hours. Steel plates
shall have an asphaltic ramp
on all edges, securely
supported so they won't rock
A copy of all traffic
requirements and traffic
control plans issued by the
Agency must be kept on the
jab site.
Approval of this plan
does not constitute an
official Permit. Contact the
have yellow reflectorized
sleeves when placed along the
centerline and white
reflectorized sleeves along
the outside shoulder.
11. If parking is allowed in
the advance warning area,
sidewalks, and
APPLICANTS:
Name (print)
Address
Phone Number
Signature
Agent of:
bike lanes.
M2 C)
O
'
°
C;U cii:-,
-
z > -rn
1 C
-
Z
m
ri
r', and a sign posted near the
Agency for information on advance warning signs shall 0 Owner
- 0 co plates identifying the
contractors name and 24 hour obtaining a permit. l be mounted on high level
devices.
0 Contractor
0 Sign/Barricade co. PERMIT APPROVED
U) 0-I mm emergency telephone number. 0 Other ________________________ ri
a' 12 All conflicting signs shall be
DATE:
* covere SUBJECT TO LOCAL AGENCY REQUIREMENTS d
10
rrl n
___
SEE ATTACHED SHEET(S) OR REFERENCED STANDARD DRAWING(S) THAT MAY BE APPLICABLE
- -
0D
>z
uJ U)
>- C-)
uJ C)
SUBMITTED BY:
NAME
I
COMPANY____
ADDRESS
m PHONE_
P1 P1 00 50
P10
FOR >
z Ln 0 SIGN SPACING
0 0 SEE TC-4 5~
G2O-2
-< ROAD WORK j
NARROW NARROW
u co END
in rn TEMPORARY "NO PARKING" AREA
C12 (CA) C12 (CA) W20-1
0 LO
1
M S2]
12' MIN. (1)
RIGHT
R4-7a LR I _G JHT
R4-7a
12' MIN (1 BUFFER
C>
If) IFT TAPER (1/2L)
rn z AI
-D
TEMPORARY "NO PARKING" AREA
id >J 0M
--
0 c-
-
m
nJ RK ')
z /ROAD SEE GENERAL NOTES
100' TAPER
(optional)
END
ROAD WORK
G2O-2
TRAFFIC DIRECTION
C)> 1. 14' MINIMUM ON ROADWAY WITH BIKE LANES
Z ') W2O-1 C12 (CA) C12 (CA) ME
L/':,> 2. CONES OPTIONAL WHERE NO PARKING IS ALLOWED
jZ
p > LEGEND
CONE +-+ BARRICADE FLAGGER SIGN FLASHING ARROW SIGN
AGENCY ENGINEER'S COMMENTS I
GENERAL NOTES
See TC-4 for sign spacing, spacing of cones, taper and buffer lengths
For hours of darkness, change cones to vertical barricades with steady burn lights.
This plan DOES NOT apply to signalized or multi-way stop intersections. Consult
the local jurisdiction when preparing Traffic Control PLans near these intersections.
This plan MAY NOT apply when the work areas affect bike lanes, sidewalks,
pedestrian access and curved or narrow roadways. Consult the approving agency
when preparing the Traffic Control Plan or these areas.
Nothing cotained on this drawing shall prevent local jurisdictions from modifying,
clan9in or adopting new specifications deemed necessary. Criteria for position,
location and use of Traffic Control Devices is solely for the purpose of
guidance to assist in the set up of the Traffic Control Plans.
TC-5 is required for all Traffic Control PLans.
M WORK AREA
I POSTED APPROACH
I
I TAPER I SPACING I
I SIGN
I
I BUFFER I SPEED SPEED LENGTH OF
CONES SPACING LENGTH
L
LIMIT
I POSTED I SPEED APPROACH TAPER I SPACING I OF SIGN
LIMIT SPEED LENGTH CONES SPACING
- SPACING AND WE
c2r > .
ZO
00 Z
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. Cl)
Frl z
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\CLOSE/
W20-1 C20BK(CA) C30BK(CA)
>
>J
. CONE 4—+ BARRICADE FLAGGER SIGN
Fri
> AGENCY ENGINEER'S COMMENTS
~
A SUBMITTED BY:
NAME
COMPANY____
ADDRESS____
PHONE_______
SEE TC-4 I END 1
ROAD WORK
G2O-2
FOR SIGN SPACING
SEE T.C.-4
LEGEND
FLASHING ARROW SIGN ______ WORK AREA TRAFFIC DIRECTION
SEE TC-4 FOR
SIGN, CONE
TAPER LENGTH
GENERAL NOTES
LLJ For hours of darkness, change cones to vertical barricades with steady burn lights.
This plan DOES NOT apply to signalized or multi—way stop intersections. Consult
the local jurisdiction when preparing Traffic Control PLans near these intersections.
- This plan MAY NOT apply when the work areas affect bike lanes, sidewalks,
LU pedestrian access and curved or narrow roadways. Consult the approving agency
when preparing the Traffic Control Plan or these areas. ZD
_._ nothing contained on this drawing shall prevent local jurisdictions from modifying,
changing or adoptinq new specifications deemed necessary. Criteria for position,
< location and use of Traffic Control Devices is solely for the purpose of
S2 guidance to assist in the set up of the Traffic Control Plans.
TC-5 is required for all Traffic Control PLans.
I POSTED APPROACH PER SPACING SIGN I SPEED OF
LIMIT SPEED LENGTH CONES SPACING
01 E
FS
R9-3a
IIIIr..L
Cl)
M
—4 - - - -
-< C]) USE TC-10 FOR 0 > VEHICLE TRAFFIC
—I-i Z ON THIS LEG
2J _I__
M 0 0>
0_0
i
F*
-D
T
4
______ _______
I [SIDEWALK CLOSE I SIDEWALK [SIDEWALK CLOSED
AHEAD AHEAD
' I CLOSED I II I
CROSS HERE R9-9 CROSS HER
R9-11 /
R9-11
NOTE: THIS STANDARD FOR
PEDESTRIAN CONTROLS
ONLY.
'S-I )~
> CONE +—f BARRICADE FLAGGER SIGN
AGENCY ENGINEER'S COMMENTS
M M
60
Z > ri r Z (1)0 m - >0 Z OW
h SUBMITTED BY:
NAME00________
COMPANY____
ADDRESS_____
M8 PHONE_______
LEGEND
FLASHING ARROW SIGN WORK AREA TRAFFIC DIRECTION
SEE TC-4 FOR
SIGN, CONE
SPACING AND
ZD TAPER LENGTH
GENERAL NOTES
LLJ For hours of darkness, change cones to vertical barricades with steady burn lights.
This plan DOES NOT apply to signalized or multi—way stop intersections. Consult
the local jurisdiction when preparing Traffic Control PLans near these intersections.
- This plan MAY NOT apply when the work areas affect bike lanes, sidewalks,
LU pedestrian access and curved or narrow roadways. Consult the approving agency
when preparing the Traffic Control Plan or these areas.
nothing contained on this drawing shall prevent local jurisdictions from modifying,
changing or adopting. new specifications deemed necessary. Criteria for position,
< location and use of Traffic Control Devices is solely for the purpose of
? guidance to assist in the set up of the Traffic Control Plans.
TC-5 is required for all Traffic Control PLans.
9 California
V
Commercial
Asphalt, LLC
Asphalt Concrete Conformance Report
TO: MIRAMAR GENERAL ENG ATTN: HEATHER
FROM: CHRIS SPARKS
DATE: 05/04/2017
CONTRACT: Barrio ADA Ped Imp Phase 2
SALES QUOTE #: 163275 JOB #: 1024
CCA,LLC: MIRAMAR PLANT
ASPHALT CONCRETE MIX DESIGN
Standard Specifications for Public Works Construction
2012 Green Book Section 4004
1/2" Type III C2 PG 64-10 Mix # 31242163
Aggregate
Materials
% Used
Hanson
Bin #4
0%
Hanson
Bin #3
16%
Hanson
Bin #2
29%
Hanson
Bin #1
39%
M.F.
1%
CCA
Recycle
15%
Combined
Gradation
Specification
Green Book 400-4
1/2" Type III C2 100%
Sieve Size
1" 25mm 100 100 100 100 100 100
3/4" 19mm 100 100 100 100 100 100 100
1/2" 12.5mm 76 100 100 100 98 96 95 -100
3/8" 9.5mm 17 98 100 100 86 84 75-90
#4 4.75mm 2 28 100 100 73 59 50-67
#8 2.36mm 1 3 86 100 58 44 35-50
#16 1.18mm 1 2 66 100 39 33
#30 600iim 2 45 100 28 23 1 15-30
#50 300 gm 11 26 100 19 14
#100 150jim 14 99 12 8
#200 (Wash) 75j.tm 1 9.0 99.0 8.5 5.8 4 - 7
C.V. - Cleanness Value 81 79 65 Mm.
S.E. - Sand Equivalent CA 217 81 85 45 Min.
% Crushed 98.7 CA 205 25 Mm.
Moisture Vapor 34 CA 307 25 Mm.
Stripping None CA 302 Not Specified
LA Rattler
@l00Rev.
@500 Rev.
3.0%
15.0%
CA 211 15 Max.
52 Max.
Swell 0.016 CA 305 0.030 Max.
Hveem Density 146.0 CA 366 I Max. Theo 152.1 Voids %* 4.0
Hveem Stability 39 CA 366 1 135 Mm.
Recommended use of 5.6% PG 64-10 Asphalt Oil by Dry Weight of Aggregate (DWA)
Note: The maximum density should be verified on the date of actual production or when test strip is placed.
*Air voids values are not to be used as acceptance criteria per Green Book section 203-6.4.1
Mav4. 2017
ol now
Hanson
SANTEE CLASS II BASE AGGREGATE
Hanson Aggregates
West Region
San Diego! Los Angeles
P0 Box 92163
Sand Diego, CA 92163
Tel 858 577-2782
The Santee Class II Base aggregate supplied by Hanson Aggregates possesses
the typical physical characteristics summarized below. This aggregate is produced
at the Santee Plant, Santee California. This material is to be considered within
specification only at the Santee Plant.
Gradation: Percent Passing Section 26 Caltrans
Santee
(Class II Base)
Sieve Size
25mm(1") 100 100
19 mm (3/4") 98 90-100
12.5 mm (1/2") 76
9.50 mm (3/8") 71
4.75 mm (#4) 45 35-60
2.36 mm (#8) 34
2.36 mm (#16) 26
1.18mm(#30) 21 10-30
0.3 mm (#50) 12
0.15mm(#100) 9
75 urn (#200) 6.2 2-9
R-Value (Cal Test 301) 82
Durability Index (Cal Test 229) 41
Sand Equivalent (Cal Test 217) 47
Plasticity Index (AASHTO T90) 0
Should you have questions regarding this aggregate material, please do not
hesitate to call your Sales Representative.
HANSON AGGREGATES
Eddie Chapman
Quality Control Manager
* The Maximum Density and Optimum Moisture Content should be verified on the
date of actual production or when the test strip is placed.
These data have been developed on the basis of information and tests of materials submitted to this laboratory which are assumed to be
representative of the materials to be used. All test have been made in compliance with current ASTM or applicable methods of testing.
ALL WARRANTIES, EXPRESSED, IMPLIED OR STATUTORY, ORAL OR WRITTEN ARE EXCLUDED EXCEPT AS SET FORTH IN HANSON
AGGREGATES' STANDARD TERMS AND CONDITIONS OF SALE. NO LIABILITY ARISING OUT OF THE USE OF THESE DATA WILL BE
ASSUMED BY THIS CORPORATION.
goo
now
'Hanson
i4EIDELBERGCEMENTGroup
October 3, 2016 Hanson Aggregates
West Region - San Diego
P.O. Box 639069
San Diego, CA 92163
Tel (858) 935-5781
MIRAMAR CLASS II RECYCLED AGGREGATE BASE
The Miramar Class II Recycled Aggregate Base supplied by Hanson Aggregates conforms
to the requirements of Caltrans Standard Specifications Section 26. This aggregate is
produced at the Miramar plant in San Diego, California. The typical physical properties of
the aggregate are summarized below.
Gradation, Percent Passing, ASTM Cl 36/CT 202:
I
Miramar Class II Caltrans
Recycled Aggregate Base Section 26
100 100
95 90-100
78
69
49 35-60
37
28
20 10-30
13
8
6 2-9
55 25 Mm.
49 35 Min.
82 78 Mm.
7%
28%
Sieve Size
25 mm (1")
19 mm (3/4")
12.5 mm (1/2")
9.5 mm (3/8")
4.75 mm (#4)
2.36 mm (#8)
1.18 mm (#16)
0.6 mm (#30)
0.3 mm (#50)
0.15 mm (#100)
75 pm (#200)
Sand Equivalent, CT 217
Durability Index, CT 229
R-Value, CI 301
Percentage Wear, ASTM Cl 31
100 Revolutions
500 Revolutions
Hanson Aggregates does not provide maximum density or optimum moisture test results for
this material. It is the responsibility of the contractor to test the material shipped for
maximum density and optimum moisture content, if needed.
Should you have questions regarding this aggregate material, please do not hesitate to call
your Sales Representative.
HANSON AGGREGATES
Ashleigh Love, P.E.
Quality Control Engineer
These data have been developed on the basis of information and tests of materials submitted to this laboratory which are assumed to be
representative of the materials to be used. All test have been made in compliance with current ASTM or applicable methods of testing.
ALL WARRANTIES, EXPRESS, IMPLIED OR STATUTORY, ORAL OR WRITTEN ARE EXCLUDED EXCEPT AS SET FORTH IN HANSON
AGGREGATES' STANDARD TERMS AND CONDITIONS OF SALE. NO LIABILITY ARISING OUT OF THE USE OF THESE DATA WILL BE
ASSUMED BY THIS CORPORATION.
Cc: Alex Karaja <alex@miramargeneral.com>
Subject: Submittal No. 2-TDSurface Mounting- Armor Tile
Hi Tim,
Attached please find Submittal No. 2 "TO Surface Mounting -Armor Tile" for your review and approval.
Please contact myself or Alex with any questions.
Thank you,
Donna Barnhill-Jarmusch I Project Coordinator
Cell 1619-277-0850 Office 1858-251-4300 Fax 1858-408-7191
5595 Magnatron Blvd., Suite P, San Diego, CA 92111
' MIRAMAR
GENERAL ENGINEEH16
UMMMMMMMW LIo.1OOø4
www.miramarpeneral.com
ELBE # 14JC1320
I
Tim Loveridge
From: Donna Barnhill <donna@miramargeneral.com>
Sent: Thursday, May 11,201712:31 PM
To: Tim Loveridge
Cc: Steven Didier; Emad Elias; Alex Karaja
Subject: RE: Submittal No. 2-TD Surface Mounting- Armor Tile
Thank you!
Donna Barnhill-Jarmusch I Project Coordinator
Cell 1619-277-0850 Office 1858-251-4300 Fax 1858-408-7191
5595 Magnatron Blvd., Suite P, San Diego, CA 92111
MIRAMAR
O[1EflAL ENGINEERING
1,10.1000641 A -
www.miramargeneral.com
ELBE 4* 14JC1320
From: Tim Loveridge [mailto:Tloveridge@kleinfelder.com]
Sent: Thursday, May 11, 2017 8:29 AM
To: Donna Barnhill <donna@miramargeneral.com>
Cc: Steven Didier <Steven.Didier@carlsbadca.gov>; Emad Elias <Emad.Elias@carlsbadca.gov>
Subject: RE: Submittal No. 2-TD Surface Mounting- Armor Tile
Donna,
Submittal No. 2 "TO Surface Mounting-Armor Tile" has been approved for contract 4080-2.
Thank you,
Tim Loveridge
From: Donna Barnhill [mailto:donnamiramargeneral.com]
Sent: Tuesday, May 9, 2017 4:16 PM
To: Tim Loveridge <Tloveridge@kleinfelder.com>
1
the power of intelligent design
and precision engineeringTM
U
II 1:1
exceptional value
replaceability
installs in minutes
superior performance
www.accesstiIe.com 8886794022
Access Products Inc.
www.accessproducts.com
/) TilD
Tactile Systems
)Product Sizes
2x2 2x3 Fx 11'
2x4 2x5
3x4 ) 3x5
£FANDARD COLORS*
OTHER CUSTOM SIZES AND COLORS MAY BE AVAILABLE
CAST IN PLACE
REPLACEABLE
the ultimate in tactile design
Twenty years of tactile design, testing and manufacturing insights
have gone into Access Tile's superior engineered detectable warn
ing product. Access Tile boasts the easiest and fastest installation
in the industry requiring no concrete demolition and needing only a
single fastening device. The replaceability feature of the tile is
industry leading due to its simplicity and speed.
[ADA COMPLIANCE www.accesstile.com/adacompliance
a 2.35' centertocenter, inline dome spacing meets ADA Federal and
State requirements
Truncated dome size and spacing compliant with ADA Federal and
State requirements, 0.9' base and 0.45" top diameter
Fully complies with all ADA and OHSA requirements for surface height
transitions to eliminate trip hazards
Consistent dome spacing when tiles are adjoined
(sidebyside or endtoend)
Wide inline dome configuration facilitates a smooth rolling transition
for strollers, wheelchairs and walkers
!ASTM & UL TESTING www.accesstile.com/specifications
Tensile Strength ASTM D 638 • Flame Spread Index ASTM E 84
Flexural Strength ASTM 0790 • Accelerated Aging (freeze thaw) 01037
Compressive Strength ASTM 0695 Linear thermal Expansion ASTM 069603
Accelerated Weathering ASTM G 155 • Tile Bond Strength ASTM C 1583
Slip Resistance ASTM C 1028
IINTELLIGENT DESIGN FEATURES
Installs in minutes during concrete finishing stage
The replaceability feature of the tile is industry leading due to its
simplicity and speed
Tamperproof, stainless steel fastener maintains flush
interface with walking surface
a Corrosion resistant hexagonal anchors designed to
entrap concrete for optimal anchoring
Anchor and fastener material compositions allow for reliable and
secure installations when multiple replacements are necessary
Large interface between tile and anchor seat area maximizes
support at each fastener location
Multiple fastener locations to ensure full anchoring of tactile surface
Structural spine ensures stiffness and strength
Tiles shipped with removable protective plastic film to provide
a clean surface after installation
a Interactive sizes - all tiles maintain pattern repeat when mounted
sidetoside or toptobottom
www.accesstiIe.com 8886794022
REPLACEABLE CAST IN PLACE DETECTABLE/TACTILE WARNING SURFACES
SECTION 32 17 26
REPLACEABLE CAST IN PLACE DETECTABLE/TACTILE WARNING SURFACES
PART 1 GENERAL
1.01 RELATED DOCUMENTS
A. Drawings and general provisions of Contract, including General and Special Conditions and Division 1
Specifications Section, apply to this Section.
1.02 DESCRIPTION
A. This Section specifies furnishing and installing Replaceable Cast in Place Detectable/Tactile Warning
Tiles where indicated.
1.03 SUBMITTALS
Product Data: Submit manufacturer's literature describing products, installation procedures and
routine maintenance.
Samples for Verification Purposes: Submit two (2) tile samples minimum 12"x12" of the kind
proposed for use.
Shop drawings are required for products specified showing fabrication details, composite structural
system, tile surface profile, fastener and anchor locations, plans of tile placement including joints, and
material to be used as well as outlining installation materials and procedure.
Material Test Reports: Submit complete test reports from qualified accredited independent testing
laboratories to qualify that materials proposed for use are in compliance with requirements and meet or
exceed the properties indicated on the specifications. All tests shall be conducted on a Replaceable Cast
In Place Detectable Tactile Warning Tile system as certified by a qualified independent testing laboratory
and be current within a 60 month period.
Maintenance Instructions: Submit copies of manufacturer's specified installation and maintenance
practices for each type of Detectable Warning Tile and accessory as required.
1.04 QUALITY ASSURANCE
Provide Replaceable Cast in Place Detectable/Tactile Warning Tiles and accessories as produced by a
single manufacturer with a minimum of three (3) years experience in the manufacturing of Cast in Place
Detectable/Tactile Warning Tiles.
Installer's Qualifications: Engage an experienced installer certified in writing by Replaceable Cast in
Place Detectable/Tactile Warning Tile manufacturer as qualified for installation, who has successfully
completed installations similar in material, design, and extent to that indicated for project.
Americans with Disabilities Act (ADA): Provide Replaceable Detectable/Tactile Warning Tiles which
comply with the detectable warnings on walking surfaces section of the Americans with Disabilities Act
(Title Ill Regulations, 28 CFR Part 36 ADA STANDARDS FOR ACCESSIBLE DESIGN, Appendix A, Section
4.29.2 DETECTABLE WARNINGS ON WALKING SURFACES).
California Code of Regulations (CCR): Provide only approved DSAAC detectable warning products as
provided in the California Code of Regulations (CCR) Title 24,Section 1112A.9 and 1127B.5 for "Curb
Ramps" and Section 113313.8.5 for "Detectable Warnings at Hazardous Vehicular Areas".
Engineered Polymer Composite Replaceable Cast in Place Detectable/Tactile Warning Tiles shall be
manufactured from an ultra violet stabilized polymer composition with fiberglass reinforcement, the tile
shall incorporate an in-line pattern of truncated domes measuring nominal 0.2" height, 0.90" base
diameter, and 0.45" top diameter, and spaced center-to-center 2.35" as measured side by side. For
wheelchair safety the field area shall consist of a high density, diamond grip1M pyramid micro texture of
raised points 0.05" high; "Access Tile" as manufactured by Access Products, Inc., Tel: 888-679-4022, or
approved equal.
1. Dimensions: Replaceable Cast in Place Detectable/Tactile Warning Tiles shall be held within the
following dimensions and tolerances:
Specifiers Note: Edit section below by selecting desired length and width. Delete non-relevant
dimensions.
Length and Width: [12x12] [2436] [24x48] [2460] [36x48] [36x60] [15' Radius Curve] {+/- .5"1
Fasteners/Anchors: 12 min.
Not less than 25,000 psi ASTM D 695 Compressive Strength
ASTM D 790 Flexural Strength Not less than 30,000
ASTM D 570 Water Absorption 0.05%
ASTM C 1028 Slip Resistance 0.8 wet/dry
ASTM E 84 Flame Spread Index < 25
ASTM B 117 Salt Spray No Change (300 hours)
ASTM 1308 Chemical Stain No Effect
ASTM C 501 Abrasion Resistance Lw>500
ASTM G 155 Accelerated Weathering Delta E<5 (2,000 hours)
ASTM D 638 Tensile Strength 12,500 psi
AASHTO-H20 Load Bearing at 10,410 lbs. No Cracking, Delamination or
Deformation
ASTM C 1026 Freeze/Thaw/Heat No Chipping, Cracking or Peeling
ASTM D 1037 Accelerated Aging [Freeze/Thaw] No Change in Color, Gloss or
Delamination
ASTM D 696-03 Linear Thermal Expansion 9.45 x 10-7 per 'Fahrenheit
1.05 DELIVERY, STORAGE AND HANDLING
Replaceable Cast in Place Detectable/Tactile Warning Tiles shall be suitably packaged or crated to
prevent damage in shipment or handling. Finished surfaces shall be protected by sturdy plastic
wrappings to protect tile from concrete residue during installation and tile type shall be identified by
part number.
Replaceable Cast in Place Detectable/Tactile Warning Tiles shall be delivered to location at building
site for storage prior to installation.
1.06 SITE CONDITIONS
Environmental Conditions and Protection: Maintain minimum temperature of 40°F in spaces to
receive Replaceable Cast in Place Detectable/Tactile Warning Tiles for at least 24 hours prior to
installation, during installation, and for not less than 24 hours after installation.
The use of water for work, cleaning or dust control, etc. shall be contained and controlled and shall
not be allowed to come into contact with the general public. Provide barricades or screens to protect
the general public.
1.07 WARRANTY
A. Replaceable Cast in Place Detectable/Tactile Warning Tiles shall be warranted in writing for a period
of five (5) years from date of final completion. The guarantee includes defective work, breakage,
deformation, fading and loosening of tiles.
PART 2 PRODUCTS
2.01 MANUFACTURERS
The Engineered Polymer Composite Replaceable Cast In Place Detectable/Tactile Warning Tile
specified is based on Access Tile manufactured by Access Products, Inc. (888-679-4022) existing
engineered and field tested products, which have been in successful service for a period of three (3)
years are subject to compliance with requirements, may be incorporated in the work and shall meet or
exceed the specified test criteria and characteristics.
Color: Yellow conforming to Federal Color No. 33538. Color shall be homogeneous throughout the
tile. Tiles are also available in Dark Grey (Federal Color No. 36118), Onyx Black (Federal Color No.
17038), Brick Red (Federal Color No. 22144), and Colonial Red (Federal Color No. 20109).
PART 3 EXECUTION
3.01 INSTALLATION
During the Replaceable Cast in Place Detectable/Tactile Warning Tile installation procedures, ensure
adequate safety guidelines are in place and that they are in accordance with the applicable industry and
government standards.
Prior to placement of the Replaceable Cast in Place Detectable/Tactile Warning Tile system, review
manufacturer's instructions and contract drawings with the Contractor prior to the construction and
refer any and all discrepancies to Project Engineer.
The specifications and related materials shall be in strict accordance with the contract documents and
the guidelines set by their respective manufacturers. Contact manufacturer for installation instructions
relating to asphalt applications.
The physical characteristics of the concrete shall be consistent with the contract specifications while
maintaining a slump range of 4 - 7 to permit solid placement of the Replaceable Cast in Place
Detectable/Tactile Warning Tile system. An overly wet mix will cause the tile to float. Under these
conditions, suitable weights such as sandbags shall be placed on tile.
The concrete pouring and finishing operations require typical mason's tools, however, a 4' long level
with electronic slope readout, and 10 lb. sandbags are specific to the installation of the Replaceable Cast
in Place Detectable/Tactile Warning Tile system.
The factory-installed plastic sheeting must remain in place during the entire installation process to
prevent the splashing of concrete onto the finished surface of the tile.
When preparing to set the tile, it is important that no concrete be removed in the area to accept the
tile. It is imperative that the installation technique eliminates any air voids under the tile. Gaps in the tile
allow air to escape during the installation process.
The concrete shall be poured and finished true and smooth to the required dimensions and slope
prior to the tile placement. Immediately after finishing concrete, the electronic level should be used to
check that the required slope is achieved. The tile shall be placed true and square to the curb edge in
accordance with the contract drawings. The Replaceable Cast in Place Detectable/Tactile Warning Tiles
shall be tamped (or vibrated) into the fresh concrete to ensure that the field level of the tile is flush to
the adjacent concrete surface. The embedment process should not be accomplished by stepping on the
tile as this may cause uneven setting which can result in air voids under the tile surface. The contract
drawings indicate that the tile field level (base of truncated dome) is flush to adjacent surfaces to permit
proper water drainage and eliminate tripping hazards between adjacent finishes.
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CLEANING AND MAINTENANCE MANUAL
The Access Tile Detectable Warning Tile is unique in its visual and tactile properties and requires
a slight variation in cleaning procedures. Due to the undulation and texture of the tile surface, it
is necessary to reach the grime that rests on the low parts of the tile. Standard wet mopping will
not be completely effective in cleaning these textured surfaces. A major benefit of the polymer
composite tile is that the composition is virtually non-porous, and prevents liquids, dust and
grime seeping into the body of the tile. The unique, non-porous nature of the tile therefore
lends itself to regular and frequent cleaning in order to maintain and enhance the visual
contrast that the bright yellow tile provides. Visual contrast is an essential safety feature of the
tactile tiles, and this contrast must be rigorously maintained with regular cleaning in order to
provide the contrast that the visually impaired rely on for their safety. The use of general
purpose commercial floor cleaners or machine bristle scrubbing will not harm Access Tile.
However, as these cleaning practices may weaken or dissolve the adjacent floor finish, carefUl
attention must be paid to the selection and application of the cleaning solution. It is advisable to
check with the manufacturer of the cleaning solution in order to be certain that the product
intended to be used will not harm the Access Tile, grout, or the adjacent floor finish in any way.
Regular Maintenance
Many neutral general purpose cleaners are effective for the regular maintenance and cleaning
of Access Tile. It is important that the cleaner to be used has a non-oil, non-animal fat, non-soap
base. Cleaners with these bases may cause problems due to oil-residues which tend to trap dirt
in the cleaning process.
Please remember to treat any cleaning product you wish to use on a small, out of the way test
area of the tactile surface and adjacent floor area before applying it to the entire Access Tile
surface. This will ensure that it performs as desired, not only on the Access Tile surface but also
on the adjacent floor finish, thus avoiding unexpected problems.
Avoid Surface Coatings
Access Tile does not require the use of sealants or waxes. Adding surface coatings increases the
number of unnecessary steps in maintenance procedures without improving either the
appearance of the tile, or the resistance to dirt build-up. In fact, using a surface coating turns a
low maintenance composite finish into a high maintenance tile.
In addition, surface coatings will actually diminish the unique performance characteristics that
make Access Tile exceptional among tactile tiles. Such surface coatings create a thin barrier that
may modify the skid resistance and visibility properties, thereby reducing an important safety
feature of the flooring.
ACCESS PRODUCTS INC.
241 Main Street iSuite 100 rljBuffalo, NY 14203 T: (888) 679.4022 F: (877) 679.4022
www.accesstile.com I www.accessproducts.com
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FLEXIBILITY USABILITY vIj1, 11PRO FITABI
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'J4iiiEii.
Truncated-dome tätile Warning pattern for pavement.
Use either the SSTD Traditional Mat System or the SSTD
Ramp Up Mat where ADA, transit or building codes require
a tactile warning surface, such as at transit boarding plat-
forms, curb ramps, and hazardous vehicular areas. The
system may be installed directly on concrete or asphalt.
[.]1ljIIljl:jiIl
The system consists of a patterned mat plus adhesives
and coatings to form an ADA compliant, high-contrast,
breathable surface
SSTD easily handles curves, pavement joints, and
concrete-asphalt transitions
APPLICABLE STANDARDS:
SSTD iscompatible With: ADA Accessibility Guidelines
(ADAAG) Section 4.29.2
California Division of the State Architect (DSA) IR 118-2,
IR 11B-3, and IR 11B-4
PERFORMANCE•
Abrasion Test, ASTM D1242 Thickness loss 1:5%
Accelerated Weathering 1500 Hours QUV No Effect on
Film integrity
Bond Strength, ASTM (297 Concrete,
290 PSI; Plywood, 155 PSI
Bond Strength after Accelerated Aging,
ASTM D756: 249 PSI
Compressive Strength, ASTM (109: 5690 PSI
Concentrated Load, l(CES AC39 No apparent damage
Average penetration, 0.031; Residual, 0.020.
Fire Test, ASTM E108 Class A Flexural Strength, 1835 PSI
Impact Strength: 22 in/lbs.
Impact Test ASTM D 3220
No (racking Percolation Test, AC39 Sec.IV G: 0.25 inches
Tensile Strength ASTM C 190085:855 P51
Water Absorption, ASTM D570: 6.56 Water Ponding, ASTM
E96:0.0102 grams/24 hours
Water Vapor Transmission, ASTM E9684: 0.958 perm
Ml1Il[i
Protect adhesives, mat & coatings from freezing prior
to application.
L1.
Five year limited materlalWarranty.
LI MITATIONS .-
DO not apply in temperatures below 550 F,(13* Q. Weather
conditions and climate may vary cute time of applicable
surfaces, but a 7 day minimum cure time is required for
new concrete prior to installation Please contact our
office for additional questions on all other cure times on
l concrete and additional surface
SAFETY PRECAUTIONS:
Ventilation Local exhaust and mechanical ventilation
are recommended
Respiratory Protection None required for normal use
of product.
Protective Gloves Neoprene or non soluble plastic
Eye Protection Chemical splash goggles Provide full
flow eyewash station.
Work/Hygienic Practices Wash hands before eating
or smoking.
BONDS
TO ASPHALT &
C Co C> ONCRETE
SafetySteplD Traditional & Ramp Up:
Complete Systems
Both SSTD Systems are comprised of components that
work together to form a paving surface completely unlike
other warning pattern surfaces on the market. Unlike pie-
cast concrete systems they are easily applied to existing
concrete or asphalt paving Unlike plastic panels, they are
breathable, flexible, and requiresAo mechanical fasteners.
The Traditional SSTD Mat System can easily be cut to fit
custom curves and shapes. This Traditional system has the
components applied in the field to accomplish the end
result. Recomnended for long runs; Radius conditions and
special cut applications
The Ramp Up system is a factory complete system where
all components are completed prior to reaching the proj-
ect site. Recommended for single ramp conditions Or
where two or three mats will go end to end. See your
SafetyStep Rep for the best system for your application.
Once installed, these systems are.tightly bonded to the
substrate, become slip-resistant and easy to maintain.
V
PRODUCT INFORMATION
SYSTEM COMPONENTS PATTERNS & SIZES: 1
MATERIALS COMPOSIT10NOE1OTH,TRADITI0NAL MAT PATTERNS: Inline (Square) Pattern: 1:67 inches on
AND RAMP UPSVSTEM5: center each way. Wide Inline (Square) Pattern:2.35 inches
SSTD-Mat Pre:-molded tactiIdome sheet composeø .o on center each way. Offset (Staggered) Pattern: 1:67
fiber-reinfdrced,polymerniodffied cement and coated with inches on center on t,he diagonal..
an acrylic resin emulsion Mats are 1mm thick with trun Traditional Sizes 2 x 10',& 3 x 10
cateddom60.9 inches in diametet by 0.2 inches high.. Ramp Up Sizes -2' x 4', 2' x 5', 3' x 4', ' x 5
STD-589 Bond Coat Adhesive:Water- based acrylic Custom sizes available.
emulsion resin adhesive. 1, and 5 gallon. 1.67 Or 235 iO5ne - -
SSTD1OO Top Coat : Water-based, pigmented acrylic.
1, and 5 gallon. ).
SSTD 1250 Clear Finish Sealer Water based clear acrylic
.sealer. 1, ad 5 gallon..
SSTO TEXTURE SKID RESISTANT SILICA
Offset Pattern
.... -
PRODUCT INSTALLATION
Pleasesee manufacturer's specific installation guide
either nprint or in downtoadable format at company
website: www.SafetyStepTD.com
PROTECTION:
Protect applications from construction, vehicufaträth,
and water for 24 hours. Application may be openedlth
light foot trafficwithin 1 hour of installation
(May vary with weather conditions).
MAINTENANCE INSTRUCTIONS:
Most stains can be removed with TSP, a brush and watr;
Pressure wash area as needed. Re-coat with pigment
coating and clear coating every 3-5 years or asrequired..
TECHNICAL SERVICES AVAILABLE:
Guide specifications available for download Fè'deral and
state guidelines for warning surfaces available on the web
site. Design assistance available by phone or email.
1725 Howard Place Redlands, CA 92373 (866)7233883
hq@safetysteptd.com www.safetysteptd.com
!IS CLAIMER
saftyStepTD is not responsible for any misuse of material
or improper installation. Also not responsible fqr the.ADA
compliancy of installations. Installations should bein
compliance with all ADA requirements and to be erified
by others..
11
St
866.7233883
WWIWSAFETYSTE PTO. CUM
MItIAMIlK GE1ER1LEI1IEEIU
5595 Magnatron Blvd., Suite P
San Diego, CA 92111
Phone - 760-757-3857
Fax - 760-757-3848
TRANSMITTAL FORM
Date: 5/9/2017
Attn: Tim Loveridge
From: Donna Barnhill-Jarmusch
Job: Barrio Ada Pedestrian Improvements-Phase 2
Project No. CONTRACT NO. 4080-2
Number Section Sub Section
Regarding: Submittal: 2.0 I
We are sending you: Copies
As requested I
(X ) Attach
Under separate cover
on
TD Surface. Mounting - Armor Tile
Date
5/9/2017 TD Surface Mountina - Armor Tile
For your:
Records
Use and Information
(X) Approval
Review and Comment
Use and Distribution
Via:
Overnight
Mail
Hand Delivered
(X) Emailed
Memo:
Remarks:
Number of pages (including this page): Copies to:
I hereby certify that the (equipment, material) shown and marked in this submittal is that proposed to be incorporated
into this Project, is in compliance with the Contract Documents, can be installed in the allocated spaces, and is
submitted for approval. -
By: Donna Barn hill-Jarmusch Title: Project Coordinator
Date: 5/9/2017
Company Name: Miramar General Engineering
SURFACE APPLIED DETECTABLE/TACTILE WARNING SURFACES
SECTION 09614
DETECTABLE/TACTILE WARNING SURFACES
Please feel free to print this PDF form. The document is below. Please
scroll down.
For more relevant information, please visit the Armor Tile website. This
website is an excellent resource on ADA solutions, ADA regulations and
requirements, truncated domes, detectable warning surface tiles and
more.
You will find extensive content in the form of PDF files, Videos, Images,
Word Documents, Power Point Presentations, Flash Presentations and
AutoCAD Drawings on the Armor Tile website, by clicking the link
below. Be sure to bookmark the Armor Tile site as a favorite.
http://www.armor-tile.com
Installation Manual Armor-Tile Surface Applied
Inline Dome Detectable/Tactile Warning Surface Tile
During all surface preparation and Surface Applied Detectable/Tactile Warning Surface Tile installation procedures, ensure
adequate safety guidelines are in place and that they are in accordance with the applicable industry and government
standards.
The application of all tiles, adhesives, mechanical fasteners, and caulking shall be in strict accordance with the guidelines
set by their respective manufacturers. Not recommended for asphalt applications.
Coordinate with the Contractor or Engineer to ensure that the surfaces being prepared and fabricated to receive the tiles
are constructed correctly and adequately for tile installation. Review design drawings with the Contractor prior to the
construction and refer any and all discrepancies to the Engineer.
Set the tile true and square to the curb ramp area as detailed in the design drawings, so that its location can be
marked on the concrete surface. A thin permanent marker works well. Remove tile when done marking its location.
The surface to receive the Surface Applied Detectable/Tactile Warning Surface Tile is to be mechanically cleaned with a
diamond cup grinder or shot blaster to remove any dirt or foreign material. This cleaning and roughening of the
concrete surface should include at least 4 inches around the perimeter of the area to receive the tile, and also along the
cross pattern established by the corresponding areas on the backside of the tile. Those same areas should then be
cleaned with a clean rag soaked in Acetone.
Immediately prior to installing the Surface Applied Detectable/Tactile Warning Surface Tile, the concrete surfaces must be
inspected to ensure that they are clean, dry, free of voids, curing compounds, projections, loose material, dust, oil,
grease, sealers and determined to be structurally sound and cured for a minimum of 30 days.
Using Acetone, wipe the backside of the tile around the perimeter and along the internal cross pattern, to remove any
dirt or dust particles from the area to receive the adhesive.
Apply Tactile Bond & Seal adhesive to the backside of the tile, following the perimeter and internal cross pattern established
by the tile manufacturer. Sufficient adhesive must be placed on the prescribed areas to have full coverage across the 2'
width of the adhesive locator and should be applied to within 1/4" continuously around the perimeter edge of the tile. The
entire tube of adhesive should be applied to the back of each tile, sizes 24" x 36" and greater.
Set the tile true and square to the curb ramp area as detailed in the design drawings.
Working from the center of the tile outwards, proceed to drill and install all fasteners in the tile's molded recesses.
Standing with both feet applying pressure around the molded recess provided in the tile, drill a hole true and straight to a
depth of 31/2" using a 1/4" drill bit. Drill through the tile without hammer option until the tile has been successfully
penetrated, then with hammer option to drill into the concrete. Maintaining foot pressure on both sides of the hole while
drilling prevents concrete dust from accumulating between the tile and concrete which can affect the tile being installed
flush and may compromise installation integrity.
Immediately after drilling each hole, before moving on to the next, and while still applying foot pressure, mechanically
fasten tiles to the concrete substrate using a leather bound or hard plastic mallet to set the fasteners. Ensure the
fastener has been placed to full depth in the dome, straight, and flush to the top of dome. Drive the pin of the fastener
with the mallet, taking care to avoid any inadvertent blows to the truncated dome or tile surface.
Following the installation of the fasteners, the concrete dust should be vacuumed, brushed or blown away from the tile's
surface and adjacent concrete. Using Acetone on a rag, wipe the concrete around the tile's perimeter to ensure a clean,
dry surface to receive perimeter sealant.
Tactile Bond & Seal perimeter caulking sealant should be applied following the sealant manufacturer's recommendations.
Tape all perimeter edges of the tile back 1/16" from the tile's perimeter edge and tape the adjacent concrete back 1/2"
from the tile's perimeter edge. Apply sealant around tile perimeter using care to work sealant into any void between the
tile and concrete interface. Tool the perimeter caulking with a plastic applicator or spatula to create a straight edge in a
cove profile between the tile and adjacent concrete. Remove tape immediately after tooling perimeter caulking sealant.
0. Do not allow foot traffic on installed tiles until the perimeter caulking sealant has cured sufficiently to avoid tracking.
Adhesive or caulking on the surface of the Armor-Tile can be removed with Acetone.
If installing adjacent tiles, note the orientation of each tile. Careful attention will reveal that one of the long edges of the tile
is different than the other in regard to the tiny dotted texture. You may also note a larger perimeter margin before the tiny
dotted texture pattern begins. Consistent orientation of each Armor-Tile is required in order that the truncated domes on
adjacent tiles line up with each other.
In order to maintain proper spacing between truncated domes on adjacent tiles, the tapered edge should be trimmed off
using a continuous rim diamond blade in a circular saw or mini-grinder. The use of a straightedge to guide the cut is
required. All cuts should be made prior to installation of the tiles. If installing adjacent tiles, care should be taken to leave a
1/8 inch gap between each tile to allow for expansion and contraction.
If tiles are custom cut to size, if pre-molded recesses (to receive fasteners) are removed by the cut, or to maintain a tight
installation to the substrate then any truncated dome can be center-drilled with a 1/4 inch through hole, and countersunk
with a suitable bit, to receive mechanical fasteners. Care should be taken to not countersink too widely or deeply. Fasteners
should be flush with the top of the truncated dome when countersunk properly.
R1015
SURFACE APPLIED DETECTABLE/TACTILE WARNING SURFACES
SECTION 09614
DETECTABLE/TACTILE WARNING SURFACES
PART I GENERAL
1.01 RELATED DOCUMENTS
A. Drawings and general provisions of Contract, including General and Special Conditions and Division I
Specifications Section, apply to this Section.
1.02 DESCRIPTION
A. This Section specifies furnishing and installing Surface Applied Detectable/Tactile Warning Surface Tiles where
indicated. Not recommended for asphalt applications.
1.03 SUBMITTALS
Product Data: Submit manufacturer's literature describing products, installation procedures and routine
maintenance.
Samples for Verification Purposes: Submit two (2) tile samples minimum 12"x12" of the kind proposed for use.
Shop drawings are required for products specified showing fabrication details, composite structural system, tile
surface profile, fastener locations, sound on cane contact amplification feature, plans of tile placement including
joints, and material to be used as well as outlining installation materials and procedure.
Material Test Reports: Submit complete test reports from qualified accredited independent testing laboratory's to
qualify that materials proposed for use are in compliance with requirements and meet or exceed the properties
indicated on the specifications. All tests shall be conducted on a Surface Applied Detectable/Tactile Warning
Surface Tile system as certified by a qualified independent testing laboratory.
Maintenance Instructions: Submit copies of manufacturer's specified installation and maintenance practices for
each type of Detectable Warning Surface Tile and accessory as required.
1.04 QUALITY ASSURANCE
Provide Surface Applied Detectable/Tactile Warning Surface Tiles and accessories as produced by a single
manufacturer with a minimum of five (5) years' experience in the manufacturing of Surface Applied
Detectable/Tactile Warning Surface Tiles.
Installer's Qualifications: Engage an experienced Installer certified in writing by Surface Applied Detectable/Tactile
Warning Surface Tile manufacturer as qualified for installation, who has successfully completed installations similar
in material, design, and extent to that indicated for Project.
Americans with Disabilities Act (ADA): Provide Surface Applied Detectable/Tactile Warning Surface Tiles which
comply with the detectable warnings on walking surfaces section of the Americans with Disabilities Act (Title Ill
Regulations, 28 CFR Part 36 ADA STANDARDS FOR ACCESSIBLE DESIGN, Appendix A, Section 4.29.2
DETECTABLE WARNINGS ON WALKING SURFACES).
California Code of Regulations (CCR): Provide only approved DSAAC detectable warning products as provided
in the California Code of Regulations (CCR) Title 24, Chapter 2, Section 202 definition of "Detectable Warning".
Section 11 B-247 and 11 B-705 "Detectable Warnings And Detectable Directional Texture"
Vitrified Polymer Composite (VPC) Surface Applied Detectable/Tactile Warning Surface Tiles shall be an epoxy
polymer composition with an ultra violet stabilized coating employing aluminum oxide particles in the truncated
domes. The tile shall incorporate an in-line pattern of truncated domes measuring nominal 0.2" height, 0.9" base
diameter, and 0.45" top diameter, spaced center-to-center 2.35" to 2.40"as measured side by side in line. For
wheelchair safety the field area shall consist of a non-slip surface with a minimum of 40 - 900 raised points 0.045"
high, per square inch; "Armor-Tile" as manufactured by Engineered Plastics Inc., Tel: 800-682-2525, no known
equal.
ADA Tactile Tiles 2013 CBC Title 24 Compliant Section 09614-1 July 2014
Dimensions: Surface Applied Detectable/Tactile Warning Surface Tiles shall be held within the following
dimensions and tolerances:
Specifiers Note: Edit section below by selecting desired length and width. Delete non-relevant dimensions.
Length and Width: [36x48] [36x60] nominal
Depth: 0.1875 (3/16"), (+1-) 5% max.
Face Thickness: 0.1875 (3/16), (+1-) 5% max.
Warpage of Edge: 0.5% max.
Water Absorption of Tile when tested by ASTM D 570-98 not to exceed 0.05%.
Slip Resistance of Tile when tested by ASTM C 1028-96 the combined Wet and Dry Static Co-Efficients of
Friction not to be less than 0.80 on top of domes and field area.
Compressive Strength of Tile when tested by ASTM D 695-02a not to be less than 28,000 psi.
Tensile Strength of Tile when tested by ASTM D 638-03 not to be less than 19,000 psi.
Flexural Strength of Tile when tested by ASTM D 790-03 not to be less than 25,000 psi.
Chemical Stain Resistance of Tile when tested by ASTM D 543-95 (re approved 2001) to withstand without
discoloration or staining - 10% hydrochloric acid, urine, saturated calcium chloride, black stamp pad ink,
chewing gum, red aerosol paint, 10% ammonium hydroxide, 1% soap solution, turpentine, Urea 5%, diesel
fuel and motor oil.
Abrasive Wear of Tile when tested by BYK - Gardner Tester ASTM D 2486-00 with reciprocating linear
motion of 37± cycles per minute over a 10" travel. The abrasive medium, a 40 grit Norton Metallite sand
paper, to be fixed and leveled to a holder. The combined mass of the sled, weight and wood block is to be
3.2 lb. Average wear depth shall not exceed 0.060 after 1000 abrasion cycles when measured on the top
surface of the dome representing the average of three measurement locations per sample.
Resistance to Wear of Unglazed Ceramic Tile by Taber Abrasion per ASTM C501-84 (re approved 2002)
shall not be less than 500.
Gardner Impact to Geometry "GE" of the standard when tested by ASTM D 5420-04 to have a mean
failure energy expressed as a function of specimen thickness of not less than 550 in. lbf/in. A failure is
noted when a crack is visible on either surface or when any brittle splitting is observed on the bottom
plaque in the specimen.
Accelerated Weathering of Tile when tested by ASTM G 155-05a for 3000 hours shall exhibit the following
result - E <4.5, as well as no deterioration, fading or chalking of surface of tile color No 33538
Accelerated Aging and Freeze Thaw Test of Tile and Adhesive System when tested to ASTM D 1037-99
shall show no evidence of cracking, delamination, warpage, checking, blistering, color change, loosening
of tiles or other detrimental defects.
Salt and Spray Performance of Tile and Adhesive System when tested to ASTM B 117-03 not to show any
deterioration or other defects after 200 hours of exposure.
1.05 DELIVERY, STORAGE AND HANDLING
Surface Applied Detectable/Tactile Warning Surface Tiles shall be suitably packaged or crated to prevent damage
in shipment or handling. Finished surfaces shall be protected by sturdy wrappings and tile type shall be identified
by part number.
Surface Applied Detectable/Tactile Warning Surface Tiles shall be delivered to location at building site for storage
prior to installation.
1.06 SITE CONDITIONS
Environmental Conditions and Protection: Maintain minimum temperature of 40°F in spaces to receive Surface
Applied Detectable/Tactile Warning Surface Tiles for at least 24 hours prior to installation, during installation, and
for not less than 24 hours after installation.
The use of water for work, cleaning or dust control, etc. shall be contained and controlled and shall not be allowed
to come into contact with the general public. Provide barricades or screens to protect the general public.
1.07 GUARANTEE
ADA Tactile Tiles 2013 CBC Title 24 Compliant Section 09614-2 July 2014
A. Surface Applied Detectable/Tactile Warning Surface Tiles shall be guaranteed in writing fora period of five (5)
years from date of final completion. The guarantee includes defective work, breakage, deformation, fading and
loosening of tiles.
PART 2 PRODUCTS
2.01 MANUFACTURERS
The Vitrified Polymer Composite (VPC) Surface Applied Detectable/Tactile Warning Surface Tile specified is
based on Armor-Tile manufactured by Engineered Plastics Inc. (800-682-2525). No equal substitutions allowed
after bidding process.
Color: Yellow conforming to Federal Color No. 33538. Color shall be homogeneous throughout the tile. Tiles are
also available in Light Grey (Federal Color No. 26280), Dark Grey (Federal Color No. 36118), Onyx Black (Federal
Color No. 17038), Pearl White (Federal Color No. 37875), Brick Red (Federal Color No. 22144), Ocean Blue
(Federal Color No. 15187), Ochre Yellow (Federal Color No. 23594), and Colonial Red (Federal Color No. 20109).
2.02 MATERIALS
Fasteners: Color matched, corrosion resistant, flat head drive anchor: 14" diameter x 1 %" long as supplied by
Engineered Plastics Inc.
Adhesive: Tactile Bond and Seal as supplied by Engineered Plastics Inc.
Sealant: Tactile Bond and Seal as supplied by Engineered Plastics Inc.
PART 3 EXECUTION
3.01 INSTALLATION
During all surface preparation and Surface Applied Detectable/Tactile Warning Surface Tile installation
procedures, ensure adequate safety guidelines are in place and that they are in accordance with the applicable
industry and government standards.
The application of all tiles, adhesives, mechanical fasteners, and caulking shall be in strict accordance with the
guidelines set by their respective manufacturers. Not recommended for asphalt applications.
Coordinate with the Contractor or Engineer to ensure that the surfaces being prepared and fabricated to receive
the tiles are constructed correctly and adequately for tile installation. Review manufacturer and contract drawings
with the Contractor prior to the construction and refer any and all discrepancies to the Engineer.
Set the tile true and square to the curb ramp area as detailed in the design drawings, so that its location can be
marked on the concrete surface. A thin permanent marker works well. Remove tile when done marking its
location.
The surface to receive the Surface Applied Detectable/Tactile Warning Surface Tile is to be mechanically cleaned
with a diamond cup grinder or shot blaster to remove any dirt or foreign material. This cleaning and roughening of
the concrete surface should include at least 4 inches around the perimeter of the area to receive the tile, and also
along the cross pattern established by the corresponding areas on the backside of the tile. Those same areas
should then be cleaned with a clean rag soaked in Acetone.
Immediately prior to installing the Surface Applied Detectable/Tactile Warning Surface Tile, the concrete surfaces
must be inspected to ensure that they are clean, dry, free of voids, curing compounds, projections, loose material,
dust, oil, grease, sealers and determined to be structurally sound and cured for a minimum of 30 days.
Using Acetone, wipe the backside of the tile around the perimeter and along the internal cross pattern, to remove
any dirt or dust particles from the area to receive the adhesive.
Apply Tactile Bond & Seal adhesive to the backside of the tile, following the perimeter and internal cross pattern
established by the tile manufacturer. Sufficient adhesive must be placed on the prescribed areas to have full
coverage across the 2" width of the adhesive locator and shall be applied to within 1/4" continuously around the
perimeter edge of the tile. The entire tube of adhesive shall be applied to the back of each tile, sizes 24" x 36"
and greater.
Set the tile true and square to the curb ramp area as detailed in the design drawings.
Working from the center of the tile outwards, proceed to drill and install all fasteners in the tile's molded recesses.
ADA Tactile Tiles - 2013 CBC Title 24 Compliant Section 09614-3 July 2014
Standing with both feet applying pressure around the molded recess provided in the tile, drill a hole true and
straight to a depth of 31/2" using a 1/4" masonry drill bit. Drill through the tile without hammer option (on the drill)
until the tile has been successfully penetrated, then with hammer option (on the drill) to drill into the concrete.
Maintaining foot pressure on both sides of the hole while drilling prevents concrete dust from accumulating
between the tile and concrete which can affect the tile being installed flush and may compromise installation
integrity.
Immediately after drilling each hole, before moving on to the next, and while still applying foot pressure,
mechanically fasten tiles to the concrete substrate using a leather bound or hard plastic mallet to set the
fasteners. Ensure the fastener has been placed to full depth in the dome, straight, and flush to the top of dome.
Drive the pin of the fastener with the mallet, taking care to avoid any inadvertent blows to the truncated dome or
tile surface.
Following the installation of the fasteners, the concrete dust should be vacuumed, brushed or blown away from the
tile's surface and adjacent concrete. Using Acetone on a rag, wipe the concrete around the tile's perimeter to
ensure a clean, dry surface to receive perimeter sealant.
Tactile Bond & Seal perimeter caulking sealant should be applied following the sealant manufacturer's
recommendations. Tape all perimeter edges of the tile back 1/16" from the tile's perimeter edge and tape the
adjacent concrete back 1/2" from the tile's perimeter edge to maintain a straight and even caulking line. Apply
sealant around tile perimeter using care to work sealant into any void between the tile and concrete interface.
Tool the perimeter caulking with a rounded plastic applicator or spatula to create a cove profile between the tile
and adjacent concrete. Remove tape immediately after tooling perimeter caulking sealant.
0. Do not allow foot traffic on installed tiles until the perimeter caulking sealant has cured sufficiently to avoid
tracking. Curing time is weather dependant (average cure time at 750 F is 30 minutes). Adhesive or caulking on
the surface of the Armor-Tile can be removed with Acetone.
If installing adjacent tiles, note the orientation of each tile. Careful attention will reveal that one of the long edges
of the tile is different than the other in regard to the tiny dotted texture. You may also note a larger perimeter
margin before the tiny dotted texture pattern begins. Consistent orientation of each Armor-Tile is required
in order that the truncated domes on adjacent tiles line up with each other.
In order to maintain proper spacing between truncated domes on adjacent tiles, the tapered edge should be
trimmed off using a continuous rim diamond blade in a circular saw or mini-grinder. The use of a straightedge to
guide the cut is required. All cuts should be made prior to installation of the tiles. If installing adjacent tiles,
care should be taken to leave a 1/8 inch gap between each tile to allow for expansion and contraction.
If tiles are custom cut to size, if pre-molded recesses (to receive fasteners) are removed by the cut, or to maintain
a tight installation to the substrate then any truncated dome can be center-drilled with a 1/4 inch masonry drill bit
to create a through hole, and the through hole must be countersunk with a suitable carbide countersink bit to
receive mechanical fasteners. Care should be taken to not countersink too widely or deeply. Fasteners should be
flush with the top of the truncated dome when countersunk properly.
3.02 CLEANING, PROTECTING AND MAINTENANCE
Protect tiles against damage during construction period to comply with Tactile Tile manufacturer's specification.
Protect tiles against damage from rolling loads following installation by covering with plywood or hardwood.
Clean Tactile Tiles not more than four days prior to date scheduled for inspection intended, to establish date of
substantial completion in each area of project. Clean Tactile Tile by method specified by Tactile Tile
manufacturer.
Comply with manufacturers maintenance manual for cleaning and maintaining tile surface and it is recommended
to perform annual inspections for safety and tile integrity.
END OF SECTION
ADA Tactile Tiles 2013 CBC Title 24 Compliant
Section 09614-4 July 2014
R—O—WLfNE
CURB
TAPER L (SEE TABLE I) PARKING OR
Li L1 IL1 L2
BUFFER
-
ADVANCE WARNING SIGNS (sgjpLEjL_
CJO(CA),'%
SIGNS (SE
R97Io __/ - \1_8UtN) --
-
-.- .-.----.
-- R-O—WLINE_-
_________ - W4-2('RT) - FR IFLIWORAW'NO PARKMG/TOW AII!A? ii - - __ - CD IF OIJISIDE LANE IS A PARKING L4NE 11/Eli TEMPORARY NO PARKING/TOW AWAY' SIGNS ARE TO BE POSTED PER TRAFFIC CONTROL NOTE 4 NOT _TO SCALE
-
- TYPICAL LAM ANDSHOULDERCLOSURE N.-O.-W____- LINE - - - - —CDIEMPORARr NO PARKING/TOW AV(A ZONE
CURB
G2D-2 rM _A 4.JOIIWOL) 6SIi-b IOf 4 W2O-.i PARSING OIL BIKE LANE
-- . - _ Li_L3_- - - am
Mon (SEE TABLE i) - — ADVANCE WARNING SIGNS (SEE TABLE .0)
- 5ITM
TAPER I. I
- - - (SEE TABLE I): I BUFFER - 1 I 14' MIN. -
- - AQYANCE WARBLE/B SIGN&(SEE.J/HLE 3)—....
Ln _Li
1,20—I fr_I42O-5(RTJ I._CJ4'BJKE) _PARKING OR BIKE L4N4
W20-5(BII(E)W4-2(riI) SIDEWALK
NOT TOSCALE - --- --- ___ ._R—O—WUNE
- - - CD I8MPCWARY NO PARKING/TOW AWAY ZONE. -
CD IF OUTSIDE LANE 15.4 PARKING LANE 11/EN TEMPORARY 'NO PARKING/TO WAWAY' SIGNS ARE TO BE POSTED-PER -IRAFTIC CONTROL ROlE 4: - -
NOT TO SCALE
-1 -
S1RT NAME
CURB
CURB
APPROACH
SPEED
(M.P.H.)
MINIMUM
TAPER LENGTH-
MINIMUM -
NUMBER OF
CONES FOR
TAPER *
MAXIMUM SPACING OF CONES ALONG
(FEM PER
MAXIMUM SPACING OF CONES ALONG TANGENT
25 125 -- 6. 25 - - - 50
30 180 7 -- 30 60
35 245 8 - 35 70
40 320 9 40 80
45 540 13 45 90 -
50 600 13 - 50 100 -
55 660 13 55 110 -
60 720 - -13 60 - 1T --20
UASW UN ii hOOF WOVE LANL tHIS COLUMN IS ALSO ARPKUPKIA IL FOR LANE 1410 INS LESS THAN 72 FEET., -
CITY OF CARLSBAD
APPROVED t
ACT SPAONG MAY VARY DUE TO REED CONOIRONS I
APPROACH
SPEED
MINIMUM DISTANCE IN FEET L.
BETWEEN
SIGNS ' FROM LAST *
SIGN TO TAPER
LESS ThAN25 100'
MPH)__
25TO40
_100'
350'
THAN AN 40
_350'
500' 500'
TRAFFIC CONTROL NOTES SIGNAGE NOTES
3C)afl, 1. WORK HOURS TO BE RESTRICTED TO TO _____________ 1. AT LEAST ONE PERSON SMALL BE ASSIGNED
UNLESS APPROVED OIHERIIISE TO FULL TIME MAINTENANCE OF TRAFFIC CONTROL
2. PEDESTRIAN CONTROLS I'4LL BE PROVIDED AS SHOVN. DEVICES ON ALL NIGHT LANE, CLOSURESS,
PEDESIRIANS SHALL BE PROTECTED FROM ENTERING THE EXCAVATION BY 2. ALL WARNING SIGHS FOR NIGHT LANE CLOSURES
PHYSICAL BARRIERS DESIGNED, INSTALLED, AND MAINTAINED 70 THE SHALL BE ILLUMINATED OR REFLECTORIZED AS
SATISFACTION OF THE WY ENGINEER. SPECIFIED IN THE SPECIFiCATiONS,
4 TEMPORARY NO PARKING/TOW AWAY SIGNS STATING THE DATE AND TIME OF 3 ALL ADVANCE WARNING 51GW INSTALLATiONS SHALL
PROHIBITION V*ILL BE POSTED 72 HOURS PRIOR 70 COMMENCING WORK. CALL BE EQUIPPED NTH FLAGS FOR DAYTIME CLOSURES
CARLSBAD POLICE DISPATCH AT (760)931-2197 TO VALIDATE POSTING, OF ALL MAJOR AND PRIME ARTERIALS
S. ACCESS WILL BE MAINTAINED 10 ALL DRIVEWAYS UNLESS OTHER ARRANGEMENTS FLASHING BEACONS SHALL BE USED DURING
ARE MADE NIGHT LANE CLOSURES.
6. TRENCHES MUST BE BACKFTLLED OR PL470 DURING NON—WORKING HOURS UNLESS 4., A G20-2 END ROAD WORK' SIGH SHALL BE PLACED
K—RAIL BARRIERS ARE PROVIDED. K—ML IS APPROVED ONLY lINEN AT THE END OF THE LANE CLOSURE UNLESS THE
SPECIFICALLY SHOI$W ON THE APPROVED TRAFFIC CONTROL PLAN. PLATES SHALL END OF THE WORK AREA IS OBWOUS OR ENDS
HAVE CLEATS AND COLD MLT( AT THE EDGES AS APPROVED BY THE CITY INSPECTOR. IW1HW A LARGER PROJECT UMITS.
7 STRIPING WILL BE REPLACED BY THE CONTRACTOR IWTIHN 24 HOURS IF 5. ALL CONES USED FOR NIGHT LANE CLOSURES SHALL
REMOVED OR DAMAGED. BE ILLUMINATED TRAFFIC CONES OR FITTED WITH
8 WORK THAT DISTURBS NORMAL TRAFRC SIGNAL TIMING OPERATIONS SHALL BE 13 REFLECTiVE .SIEEVES.
COORDINATED WITH THE CITY OF CARLSBAD., CONTACT STREETS DIVISION 6. FLASHING ARROW SIGHS SHALL BE USED PER THE
AT (760) 434-2937 72 HOURS PRIOR TO COMMENCING WORK CALIFORNIA MUTCO SILENT TYPE SHALL BE USED
9. TRAFFIC SIGNALS SHALL REMAIN FULLY ACTUATED AT ALL TIM UNLESS IN RESiDENTIAL AREAS.
OTHER I41SE APPROVED BY THE CITY ENGINEER OR HIS REPRESENTATIVE IF TRAFFIC 7. THE MAXIMUM SPACING BETWEEN CONES IN A TAPER
SIGNAL LOOP DETECTORS ARE RENDERED INOPERATIVE BY THE PROPOSED WORK OR A TANGENT SHALL BE APPROXIMATELY AS
VIDEO DETECTION. SHALL BE USED TO PROVIDE ACTUATION. SIlO 14W IN TABLE 1.
10. FLAGGERS SHALL BE EQUIPPED WITH A *11W HARD HAT AN ORANGE VEST & ADDITIONAL ADVANCE FLAGGERS SHALL BE
AND A 570P/5LOV( PADDLE ON A 5 FOOT STAFF REQUIRED lINEN TRAFFIC QUEUES DEVELOP.
II ALL TRAFFiC CONTROL DEVICES MUST BE MAINTAINED 24 HOURS A DAY 7 DAYS FLAGGER STATIONS FOR WORK AT NIGHT SHALL BE
PER WEEK BY THE CONTRACTOR ILLUMINATED AS NOTED IN SECTION 60.20 OF THE
12. ALL TRAFFIC CONTROL SHALL BE IN ACCORDANCE WITH THE CALIFORNIA MANUAL MUTED.
ON UNIFORM TRAFFIC CONTROL DEVICES (LATEST VERSION) 9 PLACE CSO (CA) LANE CLOSED SIGN AT 5Z-1000'
11 TRAFFiC CONTROL PLAN SUBMITTALS ARE ,REQUIRED, FOR EACH PHASE OF THE INTERVALS THROUGHOUT EXTENDED WORK AREAS.
WORK IN THE DETAIL, FORMAT AND QUALITY ILLUSTRATED ON THIS SHEET 10 ALL REQUIRED SIGHS THAT ARE TO BE LEFT IN
IL—ALL TRAFFIC CONTROL DEVICES SHALL BE REMOVED FROM VIEW OR COVERED PLACE OVER A WEEKEND OR HOLIDAY SHALL BE
1. NOT IN USE POST MOUNTED
15. WY ENGINEER OR HIS REPRESENTATIVE HAS THE AUTHORITY TO 11 CONSTRUCTION AREA TRAFFIC CONTROL DEVICES
RATE FIELD CHANGES TO INSURE PUBLIC SAFETY SHALL MEET THE PROVISIONS OF SECTION 12
16. ALL WORK AFFECTING BUS STOPS SHALL BE COORDINA70 111TH WORTH COUNTY OF THE MOST RECENT EDITION OF THE CAL1RANS
TRANSIT DISTRICT CONTRACTOR SHALL CALL NCTD AT (760) 967-2828 AT STANDARD SPECIFICATIONS.
LEAST 72 HOURS IN ADVANCE OF STARTING WORK
17 CHANGEABLE MESSAGE SIGNS SHALL BE USED IN ADVANCE OF TRAFFIC CONTROL
ON MAJOR AND PRIME AR1ERIALS UNLESS OTHER PoISE APPROVED THESE SIGNS
SHALL BE 5110KM ON THE TRAFFIC CONTROL PLAN. SIGNS
W4-2(RT)CROSS HM
TABLE 2: BUFFER SPACE. L!, 1 MT W20-5(RT) \3,/ W1-4(LI) jTI R9-10
W20-5(LT) W1-4(RT) EIi LINE RIGHT
AWAD
W1-3(L) T W20-5(BIKE) Kj C9A(CA)
ii1 W11 (E"
APPROACH
SPEED
(M.P.R)
LONGITUDINAL
BUFFER SPACE
L2 (FEET)*'
25 - 155
36 200
35 250
40 305
45 360
50- 425
55 495_
60 570 -
TYPICAL SIDEWALK CLOSURE
LEGEND 24"
DIRECTION OF TRAVEL
I. PORTABLE SIGN 7" 2' 3"3 2" 7'
TRAFFIC CONE/1)EUNEATOR - - 5"R
0 TRAFFIC BARREL
TYPE BARRICADE
FLAGGER
Y FLAG TREE
FLASHING ARROW SIGN -
IOR
+ PORTABLE FLASHING BEACON (SEE 8cNA1 NOTE f I 1"R
K—RAIL ( Comm 9NWdBi)
- [] CHANGEABLE MESSAGE SIGN K—RAIL
(CONCRETE BARRIER TYPE 50)
I000GOfl000i/MJTXSO/1W/1W 11017.010 ¶0 10/0)2010
( \R9—IIo 1?9-9 y/I A5tA"j'/J 4 1R9-9 SIDEWALK
_ft..O_WIINERB-II0 -
NOT- TO SCALE
' TAPI 1. TAPP I F'N(TMc I.
SEE MUTCD. TABLE 6E—I0I FOR \/ W20-1 SUSTAINED 001W/GRADES STEEPER
LJ
IRAN 3X AND LONGER THAN I MILE. _________
ROADWORK I G20-2 W20-4 c30A(cA)
SHOULD W21-5
SIDEWALK CEoso. I. R9-9
WORK C30(BIKE)
SE
STOP W3-4 SHEET] I CITY OF CARLSBAD SHEETS
TABLE 3: SIGN SPACING, L3 _" "'
OWN Br. for TRAFFiC DIVISION DATE I for NO. 0
RVWD BY _____,j _L
TABLE 1
:RECOMMENDED SIGN SPACING FOR ADVANCE WARNING SIGN SERIES AND
MINIMUM TAPER LENGTH
APPROACH MINIMUM DISTANCE (FEET)
SPEED (S)
(MPH) BETWEEN SIGNS AND
FROM LAST SIGN TO TAPER
25 150-200
30 200-300
35 250-400
40 350-500
45 500-750
50 500-1000
55+ 500-1500
MINI:MUM
TAPER LENGTHS (L) (FEET)
FOR 12—FOOT LANE
L 1/2L 1/3L
125 65 45
180 90 60
245 125 85
320 16:0 110
540 270 180
600 30.0 200
660 330 220
Lfor Merge Taper
1/2t for Shift Taper
1/3L for Shoulder Taper
TABLE 2
RECOMMENDED TAPER LENGTH AND MAXIMUM CHANNELIZER/CONE SPACING
NOTES:
-I
EM
APPROACH BUFFER MAX CONE SPACING
SPEED (5) LENGTH
(MPH) (FEET) TAPER TANGENT CONFLICT(*)
25 55 25 50 10
30 85 30 60 15
35 120 35 70 15
40 170 40 80 20
45 220 45 90 20
50 280 50 100 25
55+ 335+ 55 100 25
(*) Facin:g O.;pp.osing Traffic, AcjQnt to Wb.rk Area
or Conflicting With Existing S:friping
RECOMMEr3EDY IHESAN DIEGO
APP ENDI X
flfl: \I " A " REGIONAL STANDARDS COMMITTEE ir't:i'Sj A /-\
Taper Formula
L = S x W for speeds greater
than 40 mph
L for seeds .of 60, 40 mph or less
Where.:
L = Minimum length of taper (feet)
S = Approach Speed (mph) =
Posted Speed Limit or
off—p-eak 85th % speed
prior to work starting
or anticipated operating
speed
W = Width of offset (feet)
4/27/2006 DEVICE SPACING TABLES
TI A SIGN SPACING TABLE
I TAPER LENGTH AND CONE SPACING TABLE
009
t
TRAFFIC CONTROL 'PLAN/.PERMIT & PERMIT EXTENSION
Public, Utility Project . 24 Hour
or Company: Critôct: t .
Local
Phone:. - 1.
City, State
Address. . ._. ____.
Zip Coder Pag..
..
er:
Fax:
Cellular:
.
Contractor/ Project 24 our Local Subcontractor Contact Phone -. — - Address: .
Pager
Cellular:
- - —
City. _State ZipCode __________________________
0 O JOB LOCATION. BEGIN CROSS STREET .- END CROSS STREET PERMIT NO.
WORK HOURS cdnUnuàus SPEED LIMIT WORK Tb BE DONE. . . - 1HOMASBROS.
PAGE:
A.M. A.M. . . . . . COORD. FROM P.M. TO
START DATE END DATE 10 WORK DATE EXTENSION . ENa DATE, 2nd WORK DATE EX'TEJSION . TO NEW END DATE FROM . . FROM .
.NEW.
PERMIT WORK. _EXTENSIONS _MUST _BEOBTAINED__BY_ -THE END OF - PERMIT RATE *
0 o REQUIREMENTS: . 3. (coot,) . 7 All travel lanes will The contractor shall post
THIS TRAFFIC CONTROL 0 cTI3 1. The contractor is re— All :dirt dust, and 'debris. typically be a minimum of tow—away/no parking signs .' AN IS INOT VALID
rn M Frl sponbie for promptly shall be remved fromthe 12 feet wide 14 feet if twenty—four (.24) hours in UNLESS AN APPLICABLE
. __
.. restoring the road back. street- at the end of- each day adjacent to bike lanes, advance, with the day of week,AGENCY PERMIT OR . TJ .
.... to satisfactory condition and at the end i the job. unless otherwise specifically dote and work hours noted, APPROVAL IS Q > >< whith includes, but is nOt The street shall he kept in a. approved by the Ancy. and shall beg parking rnters ATTACHED/AFFIXED, limited to, paving, striping, driveable condition at. all times .
8. Flashing arrow boards as-
(where applicable).
(I) > markings, signing, and loop
—o > detection. 4: Any work that creates.an . required i the Ançy. The applicant is responsible
17 Z - undue safety risk or thOt for ômpieté representation of
2. The Agency reserves,the creates severe congestion Warning (W) series signs, the actual rood conditions
'right to observe these Will be shut down by th used in work zones shall be shown on this plan including,
traffic control plans in agency. . Black on an Orange background. but not limited to, existing
operation and' to make changes
- . Cones and pylons shall striping and marking, signing,
- as field conditions warrant. c A Itraffic . - CO' 0 0 ra ic
have yellow retictorized sidewalks, and bike lanes.
requirements and traffic
3. Trenches shall be bock— conti'ol plans issued by the, sleeves when placed along the APPLICANTS: -
filled or steel plated Aurinij Agency must be kept on the cnterline and white Name (print)
non —work hours. .Steel plates site. .iot, reflectorized sleeves,, along Address
ZD. 0,0 shall have an asphaltic' ramp the outside shoulde. Phone' Number
.,
Go
j >.
On all edges, securely 6. Approval of this plan
if parking is allowed in in supported so they won't, rock does not constitute an
Contact official Permit. the
.
. the advance warnIng area, A Agent a g rri and a sign posted near the
advance warning signs shall D Owner
C)
Z
- w identifying plates identifying the
contractors name and .24 hour
Agency for inrarmauon on
. . . obtaining a permit. be mounted on high level
..Signature
U Contractor
PERMIT () - ''Fri devices. ' 0 Sign/Barricade co. telephone emergency number.
0 Othertp
' 8 c" All conflicting signs shall be
By *SUBJECT TO LOCAL AGENCY REQUIREMENTS covered DATE:
-
SEE ATTACHED SHEET(S) OR -REFERENCED STANDARb _DRAWING(S) THAT MAY BEAPPLICABLE
USE TC-10 FOR
VEHICLE TRAFFIC
ON THIS LEG
CONE +-+ BARRICADE FLAGGER SIGN
AGENCY ENGINEER'S COMMENTS
NOTE: THIS STANDARD FOR
PEDESTRIAN CONTROLS
ONLY.
LEGEND
FLASHING ARROW SIGN WORK AREA - TRAFFIC DIRECTION
J SEE TC-4 FOR
LU SIGN, CONE
Cl) SPACING AND
I POSTED I SPEED IAPPROACH TAPER SPACING I OF SIGN
LIMIT SPEED LENGTH CONES SPACING
. c
0
SIDEWALK CLOSED 1 SIDEWALK (SIDEWALK CLOSED
AHEAD
CLOSED AHEAD
— __ CROSS HERE \ L CROSS HERE R9-9 41 R911 R9-fl
II
M
-< L/)
-11z n
M M-
C)>
(I)'—'
(Th
0
G)Z
0 00
-4(Th
'.-.-,
>< .j-
1 073
0 z
11 -&) >
-
(1KV >
23G.) co Z
- g r
r IZ
lSUBMITTED
J low
BY:
CNAME______ COMPANY____
ADDRESS_____
PHONE
TAPER LENGTH
GENERAL NOTES
For hours of darkness, change cones to vertical barricades with steady burn lights.
This plan DOES NOT apply to signalized or multi-way stop intersections. Consult
the local jurisdiction when preparing Traffic Control PLans near these intersections.
fl This plan MAY NOT apply when the work areas affect bike lanes, sidewalks,
LU pedestrian access and carved or narrow roadways. Consult the approving agency
when preparing the Traffic Control Plan or these areas.
— nothing contained on this drawing shall prevent local jurisdictions from modifying,
changing or adopting new specifications deemed necessary. Criteria for position,
< location and use of Traffic Control Devices is solely for the purpose of
2 guidance to assist in the set up of the Traffic Control Plans. —j
- TC-5 is required for all Traffic Control PLans.
TAPER (L/3)
SEE TC-4
FOR SIGN SPACING
SEE T.C.-4
END 1
ROAD WORK I
C20-2
LEGEND
FLASHING ARROW SIGN WORK AREA --_--- TRAFFIC DIRECTION
\. >
< SUBMITTED BY:
NAME_______
COMPANY___
ADDRESS____
PHONE
r'im
--
co :y- - on > a\o
/
(I S Z a c1—,u)D WI I -im
r') 0
-IH ---
cccD
----
C)
Cn
f-ri > BIKE LANE 14' MIN.
/
p p
0>
CU 00
Z(K CLOSED > <(5
>
z HEAD 00 MEAD
>< W20-1 C20BK(CA) C30BK(CA)
0
-- z
C
>
>;t c • CONE +-+ BARRICADE FLAGGER SIGN
> AGENCY ENGINEER'S COMMENTS
SEE IC-4 FOR LU ______ SIGN, CONE (I) SPACING AND :D TAPER LENGTH
-
GENERAL NOTES
LLJ For hours of darkness, change cones to vertical barricades with steady burn lights.
This plan DOES NOT apply to signalized or multi—way stop intersections. Consult
the local jurisdiction when preparing Traffic Control PLans near these intersections.
- This plan MAY NOT apply when the work areas affect bike lanes, sidewalks,
LU pedestrian access and curved or narrow roadways. Consult the approving, agency
when preparing the Traffic Control Plan or these areas.
nothing contained on this drawing shall prevent local jurisdictions from modifying,
changing or adoptinq new specifications deemed necessary. Criteria for position,
< location and use of Traffic Control Devices is solely for the purpose of
C—) guidance to assist in the set up of the Traffic Control Plans.
—J
TC-5 is required for all Traffic Control PLans.
I POSTED
SPEED
I
APPROACH
I
TAPER TAPER I SPACING
OF
I I SIGN
LIMIT SPEED LENGTH CONES SPACING
100' TAPER
(optional)
TEMPORARY "NO PARKING" AREA ---
END 1
SEE GENERAL NOTES ROAD WORK
G20— 2
1. 14' MINIMUM ON ROADWAY WITH BIKE LANES
2, CONES OPTIONAL WHERE NO PARKING IS ALLOWED
LEGEND
17 LJ FLASHING ARROW SIGN WORK AREA -._--- TRAFFIC DIRECTION . CONE +—+ BARRICADE
ri-i
FLAGGER SIGN
AGENCY ENGINEER'S COMMENTS I POSTED I SPEED
I
APPROACH
I .1 TAPER TAPER SPACING
OF
I I SIGN
I
I BUFFER
LIMIT SPEED. LENGTH CONES SPACING LENGTH
GENERAL NOTES
See TC-4 for sign spacing spacing of cones, taper and buffer lengths
For hours of darkness, change cones to vertical barricades with steady burn lights.
This pion DOES NOT apply to signalized or multi—way stop intersections. Consult
the local jurisdiction when preparing Traffic Control PLans near these intersections.
This plan MAY NOT apply when the work areas affect bike lanes, sidewalks,
pedestrian access and curved or narrow roadways. Consult the approving agency
when preparing the Traffic Control Plan or these areas.
Nothing cotoined on this drawing shall prevent local jurisdictions from modifrig,
changing or adopting new specifications deemed necessary. Criteria for position,
location and use of Traffic Control Devices is solely for the purpose of
guidance to assist in the set up of the Traffic Control Plans.
TC-5 is required for all Traffic Control PLans.
LU In
>-
C)
LU > rG) CD
>
-o LU U) SUBMITTED BY:
N AME
COMPANY
- 0 ADDR ESS _J /\UUJ\LU.3 CL. PHONE
-
!1
I
- ° FOR
GN
SI
SEE TC-4
G
(OR
iD CD I D
012 (CA) 012.(CA) W20-1
>-< LDWORKJ
G2O2
TEMPORARY "NO PARKING" AREA
K Z
[KEEP
12' MIN. (1) KEEP
—7a
BUFFER 12' MIN. (1)
SHIFT TAPER (1/2L)
0
H m
—D -H> J z 23
rnOc2z
m1
/oA\
- o 00 tVORK
-.-- M -9 CJ> ZE AHEAD
- 1T .W20-1
Cl)>
-
NARROW NARROW
LANE LANE
012 (CA) C12 (CA)