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Permits & Development - Encroachment(EP)/Driveway(DW) Permits - 2007_EP-07-301 thru EP-07-400_ - EP-07-349
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Permits & Development - Encroachment(EP)/Driveway(DW) Permits - 2007_EP-07-301 thru EP-07-400_ - EP-07-349
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Last modified
6/15/2021 10:47:06 AM
Creation date
12/30/2015 9:55:27 AM
Metadata
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Permits_Development
DocName
EP-07-349
Category07
Encroachment(EP)/Driveway(DW) Permits
SubCategory07
2007\EP-07-301 thru EP-07-400
Year2
2007
Supplemental fields
Applicant
ZABIH ZACA
Contracts
CrossReference
Date Entered
11/16/2007
Description
ENCROACHMENT PERMIT
DocCategory
Permit Applications (PA)
Notes
Owners
Parcel Address
FROM CHRISMAN RD. ALONG THE S/S OF 11th ST.
Primary Parcel
Type (2)
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Permits_Development
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3. Trowel finish: apply to monolithic slab surfaces that are to be exposed to <br /> view, unless otherwise shown, and to slab surfaces that are to be covered <br /> with resilient flooring, carpeting, paint, or other thin-film finish coating <br /> system. <br /> 4. Non-slip broom finish: apply to walks, stairs, drives, ramps and similar <br /> pedestrian and vehicular areas. <br /> B. Unless otherwise indicated, provide the following finishes for formed surfaces: <br /> 1. For surfaces not exposed to view in the finish work, surfaces may be left <br /> as they come from the forms except that tie holes shall be plugged and <br /> defects greater than 1/2 inch in any dimension shall be repaired. <br /> 2. For interior surfaces, repair defects greater than 3/8 inch in any <br /> dimension and remove fins exceeding 1/8 inch high. Tie holes shall be <br /> cleaned and grouted solid with nonmetallic, nonshrink grout. Provide <br /> smooth-rubbed finish in accordance with ACI 301. <br /> SECTION 03600 — GROUT <br /> PART 1 —GENERAL <br /> 1.01 DESCRIPTION <br /> This section specifies grout for uses other than masonry. <br /> 1.02 SUBMITTALS <br /> The following information shall be provided in accordance with Section 01300. <br /> A. Manufacturer's data shall be provided for the following: <br /> 1. Dry pack grout <br /> 2. Cement grout <br /> 3. Nonshrink grout <br /> 4. Pressure grout <br /> 5. Epoxy grout <br /> 6. Polymer concrete <br /> B. Laboratory test reports on previously tested materials shall be accompanied by <br /> the manufacturer's statement that the previously tested material is the same type, <br /> quality, manufacture, and make as that proposed for use in this project. Test <br /> reports are required for the following: <br /> 1. Cement <br /> 2. Aggregates <br /> 3. Bonding compounds <br /> 4. Admixtures <br /> 1.03 MEASUREMENT AND PAYMENT <br /> July 2007 Division III-90 <br /> NEI Phase II Water and Sewer <br /> CIP Nos. 7468, 7589, 7590 <br />
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