Architecture The Private Improvements shall have architectural features, detailing, and design elements in accordance with the Project Schematic Drawings. All accessory screening walls or fences, if necessary, shall use similar primary material, color, and detailing as on the Private Improvements.
Layout a. Estimate and quantity sheet
(1) List of all bid items
(2) Bid item quantities
(3) Specification item number
(4) Paid item description and unit of measure
b. Basis of estimate sheet (list of materials)
c. General notes and specification data.
d. Condition diagram
(1) Highway and intersection design features
(2) Roadside development
(3) Traffic control including illumination
e. Plan sheet(s)
(1) Existing traffic control that will remain (signs and markings)
(2) Existing utilities
(3) Proposed highway improvements
(4) Proposed installation
(5) Proposed additional traffic controls
(6) Proposed illumination attached to signal poles.
(7) Proposed power pole source
f. Notes for plan layout
g. Phase sequence diagram(s)
(1) Signal locations
(2) Signal indications
(3) Phase diagram
(4) Signal sequence table
(5) Flashing operation (normal and emergency)
(6) Preemption operation (when applicable)
(7) Contact responsible Agency to obtain interval timing, cycle length and offset
h. Construction detail sheets(s)
(1) Poles (State standard sheets)
(2) Detectors
(3) Pull Box and conduit layout
(4) Controller Foundation standard sheet
(5) Electrical chart i. Marking details (when applicable)
Specifications That part of the Contract Documents consisting of written requirements for materials, equipment, systems, standards, and workmanship as applied to the Work, and certain administrative requirements and procedural matters applicable thereto. The term "Specifications" shall also include all written matter in the Project Manual or on the drawings and any Addenda or Change Orders thereto.
Schematic Design Phase 1.2.1 Based on the mutually agreed upon Program of Requirements, Amount Available for the Construction Contract and the Project Schedule, the Architect/Engineer shall prepare sufficient alternative approaches utilizing BIM for design and construction of the Project to satisfy Owner’s project requirements and shall, at completion of this phase, submit Schematic Design Documents derived from the model in accordance with the BIM Execution Plan, “Facility Design Guidelines” and any additional requirements set forth in Article 15. The Architect/Engineer shall review alternative approaches to design and construction for the Project as they are being modeled at intervals appropriate to the progress of the Project with the Owner and Construction Manager at the Project site or other location specified by the Owner within the State of Texas. The Architect/Engineer shall utilize the model(s) to support the review process during Schematic Design. The Architect/Engineer shall provide the Construction Manager with a compact disc containing documents and data files derived from the model to assist the Construction Manager in fulfilling its responsibilities to the Owner.
1.2.2 Architect/Engineer shall provide all services necessary to perform the services of this phase (preparation of model(s), relevant data, decision support model views and Schematic Design Documents) including, without limitation, unless otherwise approved by Owner, the preparation and prompt delivery of all items specified in the BIM Execution Plan and “Facility Design Guidelines”.
1.2.3 Architect/Engineer shall work closely with Owner in preparation of schematic drawings and shall specifically conform to Owner’s requirements regarding aesthetic design issues.
1.2.4 The Architect/Engineer shall review the Estimated Construction Cost prepared by the Construction Manager, and shall provide written comments.
1.2.5 Before proceeding into the Design Development Phase, the Architect/Engineer shall obtain Owner’s written acceptance of the Schematic Design documents and approval of the Architect/Engineer’s preliminary Estimated Construction Cost and schedule.
1.2.6 The Architect/Engineer shall participate in a final review of the Schematic Design Documents and model(s) with the Owner and Construction Manager at the Project site or other location specified by Owner in the State of Texas. Prior to the Owner’s approval of the Schematic Design Documents, the Architect/Engineer shall incorporate such changes as are necessary to satisfy the Owner’s review comments, any of which may be appealed for good cause.
Drawings and Specifications 9.1 A complete list of all Drawings that form a part of the Contract Documents are to be found as an index on the Drawings themselves, and/or may be provided to Developer and/or in the Table of Contents.
9.2 Materials or Work described in words that so applied have a well-known technical or trade meaning shall be deemed to refer to recognized standards, unless noted otherwise.
9.3 Trade Name or Trade Term It is not the intention of the Contract Documents to go into detailed descriptions of any materials and/or methods commonly known to the trade under “trade name” or “trade term.” The mere mention or notation of “trade name” or “trade term” shall be considered a sufficient notice to Developer that it will be required to complete the work so named, complete, finished, and operable, with all its appurtenances, according to the best practices of the trade.
9.4 The naming of any material and/or equipment shall mean furnishing and installing of same, including all incidental and accessory items thereto and/or labor therefor, as per best practices of the trade(s) involved, unless specifically noted otherwise.
9.5 Contract Documents are complementary, and what is called for by one shall be binding as if called for by all. As such, Drawings and Specifications are intended to be fully cooperative and to agree. However, if Developer observes that Drawings and Specifications are in conflict with the Contract Documents, Developer shall promptly notify District and Architect in writing, and any necessary changes shall be made as provided in the Contract Documents.
9.6 Figured dimensions shall be followed in preference to scaled dimensions, and Developer shall make all additional measurements necessary for the work and shall be responsible for their accuracy. Before ordering any material or doing any work, each Developer shall verify all measurements at the building and shall be responsible for the correctness of same.
9.7 Should any question arise concerning the intent or meaning of the Contract Documents, including the Plans and Specifications, the question shall be submitted to the District for interpretation. If a conflict exists in the Contract Documents, these Construction Provisions shall control over the Facilities Lease, which shall control over the Site Lease, which shall control over Division 1 Documents, which shall control over Division 2 through Division 49 documents, which shall control over figured dimensions, which shall control over large-scale drawings, which shall control over small-scale drawings. In no case shall a document calling for lower quality and/or quantity of material or workmanship control. However, in the case of discrepancy or ambiguity solely between and among the Drawings and Specifications, the discrepancy or ambiguity shall be resolved in favor of the interpretation that will provide District with the functionally complete and operable Project described in the Drawings and Specifications.
9.8 Drawings and Specifications are intended to comply with all laws, ordinances, rules, and regulations of constituted authorities having jurisdiction, and where referred to in the Contract Documents, the laws, ordinances, rules, and regulations shall be considered as a part of the Contract Documents within the limits specified.
9.9 As required by Section 4-317(c), Part 1, Title 24, CCR: “Should any existing conditions such as deterioration or non-complying construction be discovered which is not covered by the DSA-approved documents wherein the finished work will not comply with Title 24, California Code of Regulations, a construction change document, or a separate set of plans and specifications, detailing and specifying the required repair work shall be submitted to and approved by DSA before proceeding with the repair work.”
General specifications For the purpose of this Regulation, the vehicle shall fulfil the following requirements:
Schematic Design See Section 2, Part 1, Article 2.1.4, Paragraph 2.1.4.2.
Configuration The configuration for the Purchase Right Aircraft will be the Detail Specification for Model 767-3S2F aircraft at the revision level in effect at the time of the Supplemental Agreement. Such Detail Specification will be revised to include (i) changes required to obtain required regulatory certificates and (ii) other changes as mutually agreed upon by Boeing and Customer.
System Description The wet detention basin is designed to trap 80% of sediment in runoff and maintain pre-development downstream peak flows. The basin has two forebays (smaller ponds) located at the low end of two grass xxxxxx. In addition to runoff conveyance, the grass xxxxxx also allow infiltration and filtering of pollutants, especially from smaller storms. The forebays are each 4 feet deep. They are connected to the main pool by 18 and 24-inch metal pipes that outlet onto a rock chute. The forebays will trap coarse sediments in runoff, such as road sands, thus reducing maintenance of the main basin. The main pool will trap the finer suspended sediment. To do this, the pond size, water level and outlet structures must be maintained as specified in this Agreement (see Figures 1, 2 and 3). The main basin receives runoff from a 67.1 acre drainage area (41.2 acres within the subdivision and 25.9 acres off-site drainage coming from the east). During high rainfall or snow melt events, the water level will temporarily rise and slowly drain down to the elevation of the control structure. The water level is controlled by a 12-inch concrete pipe extending through the berm in the northwest corner of the basin (see Figures 1 and 3). On the face of the 12-inch pipe, there is metal plate with a 3-inch drilled hole (orifice) with stone in front of it. This orifice controls the water level and causes the pond to temporarily rise during runoff events. Washed stone (1- 2” diameter) is placed in front of the orifice to prevent clogging. High flows may enter the grated concrete riser or flow over the rock lined emergency spillway. “As-built” construction drawings of the basin, showing actual dimensions, elevations, outlet structures, etc. will be recorded as an addendum(s) to this agreement within 60 days after [Municipality Name] accepts verification of construction from the project engineer.
